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Application-Permit
I Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Oflice:970·945-8212 Fax: 970-384-3470 Inspection Line: 970-384-5003 Building Permit No. I og;;;-~--~----- Parcel No: 2127-362-01-015 -~----~-- Locality: -----------~~lleb-~~7 1 -:s/ff Job Address: -0065 Bluebell La11e, Silt ~----------- Use of Building: __ s/f dwelling on infinished basement w/cov decks & attacbed garagc:.e __ Owner: Contractor: Fees: Doolen Construction Plan Check: Bldg Permit: $ $ 1,599.62 2.460.95 Total Fees: _j __ 4,210.5L_ ------------ Owner Septic: Other Fees: 150.00 I GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8"' Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212/ Fax: 970-384-'3470 I Inspection Line: 970-384-5003 www.garfield~oounty.com Ol'S ~· Tltis application fix a Buildiug: l'cm:lit nmst be signed by tbc Owner of the property, described above, or rm autborized agtmt. lf1he signatm:e bdow is not lhat of the Owner, a~ letter of mdbority, signed by the Owner, must he provided with this Application. rm1 "'!!!!' A Building Permit cannot be issued without ~f oflegal and adequate' a;x:css. to tbc ~ furpmposes ofiospections by the &il_ding Department OJbtrPmgits. MulDpJcscp1111le pennitsroayhereciuired: (l) State Electrical Pemit,. (2)ComitY ISDS Permit,. (3)aootbcrpc:rmitrequired furU!ICOD the property identified above, e.g. State or County Highway/ Road Access or a State Wastewater Discluuge :Ptrmtt Vpid Pymit. A Building Pamit bec<:tmes null and void iftbe wotk anthorized is not~ wi1hin 180 days of the date of issuance 8Dd if work is suspended or abandoocd fur a period of 180 days after (blhip ,.. !I CER'rulCATION ~~ hereby ~that I have read tis Applicatic:n and that the information conl:aincd above is true aDd oomlCt. I undersaand that the Buikting Department acccp1B lhc Application. aloog with !he plans 'and specifications and lltbcr dala ~ by me or on my behalf (submittals), based upon my certifica:tion M to acw.:racy. Assuming completeneSs of the sobmitt:a1s and approwl of this Applicatioo. a Building Permit will. be issued gnmting peonission to me,. as Owner, to ooustmct 1he structore(s) and facilities ddailed on tbc snbmittals reviewed by the Building Department ln considemtion of the issuanceoftheBuilctiug Pamit, I agn::ctbat I and my agt.trts will ccmply with provisions of any feden]. state or locaJ lawregulatillg the work oodthe Garfield County Building Code,.!SDS regnlati011S and applicable land uscMgUlstions (County Regulation(s)). I acknowkdge that the Building Permit may be su.spended or revoked, upon notice tiun the Ccunty, if the location, constn:action or use ofthestnu:turc(s) and &cilily(ies). dcsa:ikd above. are not in ~ with County Regulatim(s) or any other applicable law. to the BniJdiug '[)rcpartmc:rit to Cllkl:rthe property, descn"bed above, to irtspect lbe work. I iin1hec acknowledge that thc-isswmco of the Building Permit does not prevent fu4' of «:ron iD the~ if $1f, discove:reda:fb::l' issoancc; « (2) slOpfliDg COWltluclioo 01" 1J$e of the strocturc(s) or filcility(ics) if such is in violatioo UNDERSTANDTIIENOTICE&CEilTIJ:liCATION ABOVE: STAFF USE ONLY The foUowing items are required by Garfield County for a fmal Inspection: I) A fmal 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 f'mished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete 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 running 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 alllBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions 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 fmal inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign offby 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 CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. DATE Bapplicationseptember2007 VALUATION FEE DETERMINATION Applicant Address Date Doolen Subdivision -"o:;::o6.;:,5;::B:=,l,...ue""b-e""n"="L-n-. -------Lot/Block ~1/:..!1.:.;71:.:2:::00::..7:_. _________ coutractor 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: Valuation Total Valuation 2854 sf sf sf sf X $74.68 2854 sf 2854 sf X $41.00 sf X $33.68 920 sf X $18.00 sf X $9.00 610 sf X $24.00 sf X $12.00 Commercial sf X sf X sf X sf X sf X sf X Peach Valley Orchard 9 Owner 213,136.72 117,014.00 16,560.00 0.00 14,640.00 0.00 361,350.72 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE F AMILYDWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS .And MOVED BUILDINGS In order to understand the scope of the work intended under a pennit application and expedite the issuance of a pennit it is important that complete infonnation be provided. When reviewing a plan and it's discovered that required infonnation has not. been provided by the applicant, this will result in the delay of the pennit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this infonnation before the plan review can proceed. Other plans that are in line for review may be given attention before the new infonnation may be reviewed after it has been provided to the Building Department. · Please review this document to determine ifyou 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 in order to determine cornplian;e with the building, plumbing and mechanical codes,applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the . completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18" x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with 1 decks; balcony, steps, hand rails and guard rails, windows and doors, including the fmish grade line and original grade. A section showing in detail, from the bottom of the footing to the top ofthe 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 p1ay be required. A window schedule. A door schedule. A floor framing plan, a roof 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. wind speed, wind exposure B or C, and a 36 inch frost depth. AU sheets 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 IRC. ' . -1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the 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 surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot ~hown on a recorded subdivision plat shall include a copy of the building envdope as it is shown on the final plat with the proposed structure located within the ynvelope. y es. _ _,v __ 2. Does the site plan also include any other buildings on the property, setback ease!llents and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks go apply. Yes._V'---- 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal Syste and the distances to the property lines, wells (on subject property and adjacent p erties), streams or water courses? Yes._"'--- 4. Does the site plan indicate the location and direction of the Comity or private road accessing the property? Yes__._V_· _· 5. Are you aware that prior to submittal of a building permit application 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 Departmel)Yat 625-8601. Yes 1/ ' 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcin~I in accordance with the IRC or per stamped engineered design?. Yes V ·. . 7. . Do the plans indicate the location and size of ventilation openings for under floor crawl · spaces and the clearances required between wood and earth? Yes 1-l/t..-· . · I 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and §Pffits? Yes. __ ~"----- 9. · Do the plans include design loads as required liy Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes V' 10. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes V 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes / 12. Does the building section drawing or other detail include the method of positive connection of all colunin;..and beams? Yes y' · --"------ 13. Does the elevation plan .indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes v"' · 14. Does the plan include any stove or zero clearance fireplace planned for installation including 3 15 .. 16. 17. 18. 19. 20. 21. 22. 23. make and model and Colorado Phase II certifications or phase II EPA certification? Yes tJ/p... No · · Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes rJ_/t..-No _____ _ Does the plan include a window schedule or other verification that egress/rescue windows from sleep~ rooms and/or basements comply with the requirements of the IRC? Yes V'"' No · Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes ~ No . ..,· __ · ___ _ 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 · Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes v" No _____ _ Do you understand that if you are building on a parcel of land created by the exemption · process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes V"' No ---'----- Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission from the ·association, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted without it, but you run the risk or" the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantiaJ;nodification of the plans. Yes ~ No ____ ~-- Will this be !Jle only residential structure on the parcel? Yes V · No Ifno-Explain: ______ _ Have two (2) complete sets of construction drawings been submitted with the application? Yes / 4 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long?/ Yes ~ No ________ __ 25. Have you designed or had this plan designed while considering building and other construction code requirements? Yes v No ________ _ 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes .,/ No._· ____ _ 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes · v No. _________ _ 28. Do you understand that approva!for design and/or construction changes are required prior to the application of these changes? Yes /' No ____ _ 29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Penni! Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes V No -------- 30. 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 from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes v'' No ____ -'- 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $5,9-.00 re-inspection fee? Yes V · No. _________ _ 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy o,t:-the building? Yes V No _________ _ 5 33. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IR C? Yes / No ___ _;__ 34, Do you understand that you will be required to hire a State ofColorado.Licensed Electrician and Plumber to perform installations and hookups, unless you· as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes /" . No ------- 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for.this permit on prior to submittal of a buildingyermit application? Your attention in this is appreciated. Yes v"' No _______ _ 36. . Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes 0' · No (please check with the building department about this requirement) 37. Do you understand that if yoJJ are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? ./ Yes t/ --__,.~ . 38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuanc~ertificate of Occupancy? Yes . I hereby acknowledge that I have read, understand and answered these questions to the I~---(Z~3;-o7 ~gnature of Owner Date Phone: 98$":.-03$J (days); Project Name: ~ f?er:;,-pEA[c.£ Project Address: (p'5" f!$1.-u/E.~ LN · S,LT C..O Notes: If you have answered "No" on any of the questions, you may be required to provide this 6 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 a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compHance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. Bpminreq November2006 · GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003lRC, me, IFGC,IMC, IPC, Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof): 40PSFup to 7000ft. elevation. 50PSF 7001 to 8000ft. Seismic design category: B 7 5PSF 800 I to 9000ft. JOOPSF 9001 to lOOOOft. Weathering probability for concrete: Severe Termite infestation probability: None to slight Wind speed: 90mph Decay probability: None to slight Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36in: to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft. elevation. Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by Building Official. Ice shield under-layment required. Mean Annual temp.: Variable Insulation: Maximum glazing U factor: 0.50 Minimum R-Values: • Ceilings/roofs R values are: R-30 stick built structures. R-38 log construction and steel rafter construction. · • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. • Floors R-values are R-19. • Basement wall R-values are R-10 beJ'ow · grade, R -19 above grade. • Slab perimeter R-value and depth is R- !0/36in. • Crawl space wall R-values are R-10 below grade and R-19 above grade . If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R-19 insulation. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. PLAN REVIEW CHECKLIST Applicant Qoo \~ Building _bgineered Foundation ~Driveway Permit J.LS'urveyed Site Plan ~ptic Permit and Setbacks /Grade/Topography 30% d Attach ResidentiaJ Plan Review List J Minimum Application Questionnaire ~division Plat Notes / ~Fire Department Review .l/ :;yuation Determination!F ees _/ __ RRPerd Line Plans/Stamps/Sticker ~Attach Conditions ~pplication Signed / ~!an Reviewer To Sign Application /Parcel/Schedule No. '\ ~ 40# Snowload Letter-Manf. Hms. GENERAL NOTES: Date __ _,_\-__,_\ 1...,__-__,o"-y_,_ __ -' Planning/Zoning . ~erty Line Setbacks -- 1/ 30ft Stream Setbacks ~Flood Plain ~uilding Height Lzoning Sign-off ~oad Impact Fees kHOA/DRC Approval Lorade/Topography 40% LPlanning Issues ~Subdivision Plat Notes Bill To: Garfield County Road and Bridge Department P.O. Box426 Rifle, CO 81650 Phone-(970)625-8601 Fax-(970)625-8627 Invoice Driveway Permit Number: GRB08-D-3 Invoice Date: 1/4/2008 Michael and Jenny Roberts 3838243 Rd NewCastle ,co 81650 $75.00 per Driveway Permit Driveway Permit Fee: $75.00 --•-"" ......... -·-·· "----~-----------·---------------- Total Due: $75.00 Thank You! ,.At,,, Garfield Application for Driveway Permit Person Obtaining Permit: Michael and Jenny Roberts Application Date: 11411008 County Road Number: 243 District: Rifle Permit Number: GRB08-D-3 Termination Date: 2/411008 Inspector: Jake Mall hereby requests permission and authority from the Board of County Commissioners to construct a driveway appro<tch ( es) on the right-of-way off of County Road, 243, 50ft South of 1158 CR 237, located on the East side of road for the purpose of obtaining access to property. Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the proposed installation showing all the necessary specification detail including: 1. Frontage of lot along road. 2. Distance from centerline of road to property line. 3. Number of driveways requested 4. Width of proposed driveways and angle of approach. 5. Distance from driveway to road intersection, if any. 6. Size and shape of area separating driveways if more than one approach. 7. Setback di&tance ofbuilding(s) and9ther structure improvements. . 8. No unloading of equipment on county road, ariy damage caused to county road will be repaired at subdivision · expense. . 9. Responsible for two years from the date of completion. General Provisions I) The applicant represents all parties in interest, and affirms that the driveway approach (es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the road right of way. 2) The applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the construction of the driveway(s). All work shall be completed within thirty (30) days of the permit date. 3) The type of construction shall be as designated and/or approved by the Board of County Commissioners or their representative and all materials used shall be of satisfactory quality and subject to inspection and approval of the Board of County Commissioners or their representative. 4) The traveling public shall be protected during the installation with proper warning signs and signals and the Board of County Commissioners and their duly appointed agents and employee shall be held harmless against any action for personal injury or property damage sustained by any reason of the exercise of the Permit. 5) The Applicant shall assume responsibility for the removal or clearance of snow, ice, or sleet upon any portion of the driveway approach (es) even though deposited on the driveway(s) in the course of the County snow removal operations. 6) In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall be surely braced before the fence is cut to prevent any slacking of the remaining fence and all posts and wire removed shall be turned over to the District Road Supervisor of the Board of County Commissioners. 7) No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without written permission of the Board of County Commissioners. 8) Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions hereof. 9) Final inspection of driveway will be required upon completion and must be approved by person issuing permit or representative of person issuing permit. The inspection and sign off must be done prior to any CO from the Building and Planning Department being issued. 1 0) Contractor agrees to all Provisions in Exhibit A. Special Conditions: 1. Driveway Width-30ft 2. Culvert required? True Size: 15 inch by 30ft 3. Asphalt or concrete pad required? True Size of pad: 30ft Wide x lOft long x 4in thick 4. Gravel portion required? True Length: 40ft 5. Trees, brush and/or fence need to be removed for visibility? False 6. Distance and Direction: 7. Certified Traffic Control Required? False 8. Work zone signs required? True 9.. Completion date for Driveway apron is June 30, 2008 In sib'lling this application and upon receiving authorization and permission to install .the driveway approach ( es) described herein the Applicant signifies that he has read, understands and accepts the foregoing provision$ and conditions and agrees to construct the driveway(s) in accordance with the accompanying specification plan reviewed and approved r ) . by the Board of County Commissioners. Signed: ~d~~,u ,i 1 ~ }\:.ixuJ~ . · · 'ichael a Jenny Roberts Address: Telephone Number: __________ '---- Permit granted 1!4/2008, subject to the provisions, specifications and conditions stipulated herein. For Board of County Commissioners' of Garfield County, Colorado: /\. !l. . l Is .Y:frtf/Jo cxJ / Representative of Garfield County Road and Bridge Signature Specifications 1. A driveway approach is understood to be that portion of the county road right-of way between the pavement edge and the property line that is designed and used for the interchange of traffic between the roadway and abutting property. 2. At any intersection, a driveway shall be restricted for a sufficient distance from the intersection to preserve the normal and safe movement of traffic. (It is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and for rural commercial entrances a minimum of 100 feet be provided.) 3. All entrances and exits shall be so located and constructed that vehicles approaching. or using them will be able to obtain adequate sight distance in both directions along the county road in order to maneuver safely and without interfering with county road traffic. 4. The Applicant shall not be permitted to erect any sign or display material, either fixed or movable, on or extending over any portion of the county road right-of-way. 5. Generally, no more than one approach shall be aJlowed any parcel or property the frontage of which is less than · one hundred ( 1 00) feet. Additional entrances or exits for parcels having a frontage in excess of one hundred I 00) feet shall be permitted only after showing of actual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon adjoining property. 7. No con\mercial driveway shaJI have a width greater than thirty (30) feet measured.at right angles to the centerline of:the driveway except as increased by pemiissibleradii. No noncommercial driveway sh!lll have. a width greater than twertty-(20) feet measured at right angles to the centerline bf the driveway, except as increased by permissible radii. 8. The axis of an approach to the road may be at a right angle to the centerline of the county road and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be Jess than sixty (60) degrees. Adjustment' will be made according to the type of traffic to be served and other physical conditions. 9. The construction of parking or servicing areas on the county road right-of-way is specifically prohibited. Commercial establishments for customer vehicles should provide off-the-road parking facilities. 10. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the normalshoulder slope and for a distance equal to the width of the shoulder but in no case less than twenty (20) feet from the pavement edge. Approach grades are restricted to not more than ten percent (10%). 11. All driveways and approaches shall be so constructed that they shall not interfere with the drainage system of the street or county road. The Applicant will be required to provide, at his own expense, drainage structures at entrances and exits, which will become an integral part of the existing drainage system. The Board of County Commissioners or their representative, prior to installation, must approve the dimensions and types of all drainage structures. Note: This permit shall be made available at the site where and when work is being done. A work sketch or drawing of the proposed driveway(s) must accompany application. No permit will be issued without drawing, blueprint, or sketch. BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY CERTIFICATION AND AFFIDAVIT REGARDING ILLEGAL ALIENS The Contractor, whose name and signature appears below, certifies and agrees as follows' 1. The Contractor shall comply with the provisions of C.R.S. 8-17.5-101 et seq. The Contractor shall not knowingly employ or contract with an illegal alien .to perform work for the Board of County Commissioners of Garfield County, Colorado ( \\BOCC 11 -) or enter into a contract with a subcontractor that knowingly employs or contracts with an illegal alien. 2. The Contractor represents, warrants, and agrees that it has verified that it does not employ any illegal aliens; that it has participated or attempted to pa-rticipate in the Basic Pilot Employment Verification Program administered by the Social Security Administration and Department of Homeland Securityi and .otherwise shall comply with the requirements of C.R.S. 8-17.5-102(2) (b). 3. The Contractor shall comply with all reasonable requests made in the course of an investigation under C.R.S. 8-17.5-102 by the Colorado Department of Labor and Employment. If the Contractor fails to comply with any requirement of this provision or C.R.S. 8-17.5-101 et seq., the BOCC may terminate work for breach and the Contractor shall be liable for actual and consequential damages to the State. 4. If the Contractor is a sole proprietor, the undersigned hereby swears or affirms under penalty of perjury under the laws of the State of Colorado that ( checJr:. one) : X. I. a·m a United. States citi~.en, or It a~ a Permanent Resident ··of the irllfte.d. States·, Or I am lawfully present in the United States pursuant to Federal law. r· understand that ·this sworn statement is required by law because I am a sole proprietor entering into a contract to perform work for the BOCC. I understand that state law requires me to provide prOof that I am lawfully present in the United States prior to starting work for the BOCC. I further acknowledge that I will comply with the requirements of C.R.S. 24-76.5-101 et seq. and will produce the required form of identification prior to starting work. I acknowledge that making a false, fictitious, or fraudulent statement or representation in this·sworn affidavit is punishable under the criminal laws of Colorado as perjury in the second degree under C.R.S. 18-8-503. CERTIFIED and AGREED to this A day of\.,_ Bal n ["( L zooY... =, CONTRACTOR, FEIN or Social Security Number Title Permit Number: GRBOB-D-3 Exhibit A No. · {Of5~ Assessor's Parcel No.~/~7-36J.~ o(-DfS" J¢!/:5 (/J_ ~3/ . Date t1{o.gf b? . BUILDING PERMIT CARD Job Addre~Geb:S• f&••s;:k,s:~=·~. ~of 9 ~ ~ ~. s;..1f G ~loS;).... Owner 'De() ~Cog\:s\-fu,c-t\OV\ Address38:38CI'Z.d-43 t-J.C:¥'!€-Yflhone i1~,.3::6V Contractor ~ Address~ 04~ Phone #9%-C>3S'r St\tin~ Setbacks: Front Rear RH LH Zoning ___ _ S(Flfi\~ ~ INSPECTIONS : . SoilsTestVl CN.~<t-~ Weatherproofing 7·-3/-o9 ~ . Footing · .,:«; ·o. _ J\d ~JAMtAJ/z Mechanical Z-3[-~ 9 ~ · Foundation --,;p () • · (J d. Electrical Rough (State) i ;z:..;y -c;;&' Grout #r"" Electrical Final (State) 1/ -5o -o '2._ Underground Plumbing 3=11. ·¢5 Jtb1'L' Final T ~ 1.0'\ /Checklist Completed?':_~Jy,""'"""J __ Rough Plumbing I Z-8"-.::?8 0<./ Certificate Occupancy# ~:;?('3 Framing /2...-/1 -t?.S" Date l SSlt~ E'J,f?,O'j Insulation ttt/A'-C:S /2 -//-() "S /@.! Septic System #---,-4'7'-(~t.,....c.f-==-------- Roofing -<$/-o ?' ~ Date -'+lf..u:~=+(=D_,'it..__ _____ _ Drywall -tJ . .· Final 1'8'-?--os y~ Gas Piping f OZ-11-c:' :J 'f?-<£ . . Oth~. NOTES iE G !<.81)'8"-0-3 CcJ .. J?;Zl/i:c/Ci/(:> /WS;;:1Lt:Jcp .· r/7-/S--01 hi/lAt... (continue on back) INSPECTION Will NOT IE MADE UNlESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQIJlREDIFOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued.l(d.$./..9...~ .•. Zoned Area ...•........•.•••..••........•. Permit No ... ./.:?~~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, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. use '?l!r ~"' ~'II.,ID\":>nf\1 ~,g. \)J jc.uv dtt¥.. \ ~t'vl!9 qo.lo.ge., Address or Legal Description:£)\')€> S \5\\,"E:N\\ I RM!l,-?::\\.,-\-I I 1¥iJ C If Z 3 7 ~-Owner !\~~C\rA t\)~ \)t,\\M Contractor (')\).)'!\~ Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From Tbe Street Until Final Inspection. INSPECTION RECORD ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. TIDS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD Date I /:d) 0~ By f. JQl'Wla~ By (!f'. . ~LACED OUTS E-COVER WITH CLEAR PLASTIC COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at //4: :Z -z 37 Permit No. /12 Z C:. &-, I have this day inspected this structure and these premises and found the following corrections needed: v AJ?.e:o ;::'L.A;Vs· &/2 ;::Ltt?o£ _JC/f'~/>11!:: 172£?rl/G5 -Lvt-.. s~At.S'"'--:~--s; z1c · AI)E'~p ,;e::~/N£:£~ A~oVAL CJI/V 1/tP.;n~ ~AP'IC 71<./&':f~Sr//A/!I;c~ / I;Lf GAg, ?7<-f/SSIZ:.S 1{-e;,. ~· /-/~/s (;f/s77/C,~p 3Ac/~ ai.A/!({JS~ ~f~r 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. Wh~n correction(s) have been made, call for inspection at 970-384-5003. oate / Z -·15 20 &J:{' Buildir:g Inspector ;:::-~ w~ ~~~,~~~~~~-=----------- Phone (970) 945-8212 ./ n~ ~'""" \.J\Lsot-.1 E::{~t:::D Bu1 ~uv~ i 'P't-MNJt; ~: ?81-~LttO F(U:>I"'l: "S.I~L ~ F4K: <1M -~2S4 12-E: ~~ f3L~B~ wJ .c:;.\'-T I C-O T~s.s. FnC 0L17£b8E0L6: o 1 REC1E:IVF:n DEC 1 1 ZOOS GARFiELD COUNTY BUILDING & PU\NNING December 9, 2008 OVERHOLTTRUSSLLC 1796 Hwy50 Delta, co 81416 Subject: Hanger Recommendation 'fo: Whom It May Concern Concerning the trusses at 0065 Blue Bell Lane, Silt, CO. The girder truss over the gaxage was buih to carry the load of the overfran>ing performed on-site. After reviewing the loads wbich would be carried if it were trussed, we can reconunend that the over:framing be attached with Simpson LS-90 Hangers on the open side ofthe·angled attachment at the top cord and bottom cord connections. Thank you for your attention in this matter. Brian W. Johnson Overholt Tmss LLC TOTAL P.i111 Truss Type ROOF TRUSS 1!BUIL T BY DESIGN e-~ l Job Re~ r !lt\e (option§_ _ 6.50cs ~r ~007 MiTeK ln!l;if.s;ri!"· !flO. Men Det\05 13~~oa Page 1 47-o-0 ___,@:Q,.Q 5.0-14 2·0-0 Stsle = 1:$$.1 a.oofW s,.;a = 7 12X12.:::. 16 " 11'.J~1'2 = 2X.4 It 8)(6 = 4x12 ::::. 0-1-2 3)1-0-8 ~11. 47-0-0 8-1-15 0-&6 7-$.2 Weigllt: 2741b -'----------j__-"'-":..::._-"'-"-"'-"--- WEDGE. left 1.5 X 11.88LSL T M-$. G!'ae!e SliDER Ri{lht2 X4 HFSPF 16SOr l.5E5·10..Q ru:ACTIONS (lbfsiz.e} 2=24l410-(1·3 (input; 0·5-8), 15=3787/0--&.lO(il"lput O.s...8}. 13=-11010-5-8 Ma)(Ho1Z2=-135{LC5) MaxUplifl2=·294(LC 7), 15=-l91(LC8),13=-478(LC 17) Max6rav2=3103(LC 17).15=52$4{ll;-17), 13=116(LC 11) FORC:ts (lb} • Maximi,DTI COmprsssio!'liMa>:lmum Tension BRA<:ING TOPCH~O BOT CHORD WEBS Structural wood sh~:t~thing dlreclly ap~!iedor 2.-2·1 oc purlins.. Rigid ceiling dkectty applied or 2·2..0 oc bmcing. 1 Rowatmldpt 6.18,8-17,9--16 TOP CHORD 1 ·2.~Dn3,2·"3=·!5'33012.SS,3--22=-4963/266,4-22=-461 OJJ01 , 4-5:::-3876f232, &-23=-3683/:244,6-23=-3S25J258,6-7\::.2872J256. 7-8=-238-4/254 ,S-9=·2.493/240,9-?.4=··1823/192. 10·24=-19881118, 10.11 os-2184/1$-S, 1 1-:'!5=41/2663, 12-2()=-65!1311:. 12·13=-78/2147, 13-14~Dn3 SOT CHORD 2·21=·200/4537 ,20~1=·22214532, 19·20=-107!4074, lll-19:-..0/3280, 17 ·18=012055, 15-1i=Of179Y, 1S-16=·25133?, 13-15t:~·1741/117 w~es 3-21:::ot1 23,3·20=·'3821148. 4·20=-:M/4 79.4-19=-114911 s2, 6-19=·341981, 6-1St:H 5751144. 7-18=-2816"f3. s-1 B=· 7011036,8-17='·532183, iH 7=·39/729,9-1 6=-145-1193,11-16=-612203, 11. 15=..$1021216, 12-15=·7711180 NOTES 1) Wind: ASCE NJ5: 9Dmph; 11=251\; TCOL=S.Opsf: BCOL=B.Op.sf; Category H; EJ(p C; MCIOSM; MWFRSgable end Z<lnt>-: t:$t11lle...er teft :;md l"ight GXPOSSd ; eru:l vert!c<l!lleftal"ld right exposed; Lombet DOL=1.33 plale grip 001...=1.33. 2) TCLt~ ASCC 7..05: Pr-40.0 psf(!lat roof snow); Category 11; EXP C; Pa!Tislly!'!XP-: Cl;o! 1,Lu=50..(M} 3) UoDalanced snow loads have been (:OMiclered fQr !:hl~ design. 4) lhls tMe nas ceeo designed for Qfeater of min roof li>£ load of 16.0 psf or 1.00 limes flat roof load of 40.0 psf on o~&rh<m~ flon-conturfent wit11 othet liveloMs. 5} ProVide adequate dl'ainage to pre-..enl water poooing. 6) This truss h$$ been designed for a 10.0 ps.fbottom chord liw lotid nonconcurrent willl any O!herlive loti<!S. 7} Ttl!s truss requlres plate inspection pef 1M Tooth Count MeU\Od wtlSil thi$ truss is chOsen for QtJab"ty assurance iospectlon. 8) WARNING: Reqo:in;d bearing !>ize al joint(s) '!. 15 greate( than inpo:tbearingsize. 9} Provide moohantcal COM0ction (by olhel$)of truss 10 bearing pl~te capable Of wlttstandin9 29410 upflft: 31 jOint 2, 191\b uplift at jOil"lt 16 and 4Ya lb uplift atjoinl13, 10) This truss is desi{Jned in l!ICCon:lancs with the 20061nt:emaliona.l Residenlia,l COde S8"(;\:j()~ R502.11.1 and R802.10.2 andreferencsd standard ANSIITP!1. LOAD CASJ;(S) Standard ~---···---------------- -~I_R_o~_o_F_T_Ru_s_s___ 11_~p·-~1~B~U~I~LT~.B~Y~D~E~S~IG.,N~""~~~~~ _ ~ Jl:lbReferen~;e(oP.tioM» 5. OsM;l;r 82007Milek!ni1J!.q~~-1nc. M0nDet081 aga1 Trues H15 il""2e:>·O=!jC<j---'6"'-7"'-2'-.-+---''"''""0-"3--+--''"'"'"'5-c:z4 __ 1-l _2.,3-,B,-o,__t-'2"'7-;,:&-,1,_2-+-3~3-~11~-1~3-~~·~o.~·~-~·---+---~·~7~2·20---~ . 2-0-0 6·7·2 M:iH1 S...$-1 4-0..12 4-0-12 6~5-1 6..0.1 6-7-'2: 2-0-0 12x12 9+2 " 2X4 /; 5x.10::.: s.oofU • 22 21 20 3x& ::.: 4x10 :;:::; 4X10 ~ 4x.10= 7 19 2x4 I! 5Jt10~ • 18 4x10= 16 $1£12 = 15 H 2){4 !1 6:.:6 == 9-1-2 Scate = i:a8.1 9-1-2 39-0-0 4f+14 47-~ 4-2-7 t--"S-"2-"12"-l--''"''""'0-"'3'-+----"19-oc5-4=--+-2"3-S-=O<-!-i ,_,2"-7-'5=·1,_2-+l _ _,33-=11c.-1"'3'--+-'="'--"!=P---= 4-2-7 4-0-5 4-9-7 $-5-1 4-0-14 4-0-12 6-5-1 Plate Of!sere !X Yl: 12:0-9--3 Edge1.!2:Edge 0·'3-2'1f6:0.S..12 0·1-12t(8:0§= 12 0...1.121 f11:o-4-4 Edgcl f12:Q.{),12.0-2-12Lfl6:(l.3..S 0-2..8! LOAOINGI (psf) SPACING 2.0.0 CS1 TCI.L 40.0 P~tes!oCt"ease 1.00 TC 099 (RoofSnow=40.0) 1 oo ·94 TCDL 10,0 lumberlrlC!'e~$1!: .00 """" o. OEFL Vert(LL) Vert(TL) Horz(TL) in (roc) .0.31 22 -0.50 2Ch?2 0.17 12 Ud 240 "" 5-0-3 1-4-14 6;,1~2 PLATES ·GRlP M1'2<l 185/144 SCLL o.O Rep Stmss tncr . YES WB 0.99 BCD_l ___ ~ ___ JL __ -COOOO~~I~RC>o=OC<nP~_ci~_0~2_c __ ;_ ___ I~M-'~-"~------'----------------------------J"----W~•~~~hl~;2~6~7~1b_c __ LUMBER BRAClNG 'l'OP CHORD 2 X4 SPF 21001' 1.81: .E:<eept" '!"Of> CHORD 13 2 X4 HFJSPF 1650F 1.56 BOTCHOOD S!ructurar wood $hetJ.tl'if19' direc~ applied RigiQ cellingt!'!r-ectry applied or 2~Z.{) 0t:: brecing:. SOT CHORD 2X4Hr:ISPF165QF1.5E WEBS l Row atmidpt 5·20, 7-:20,1-18 WtBS 2 X 4HF/SPF 1650F 1.5E ·E~ept~ W14 2 XSSPF 1650F 1.5E WODGE Left; 1.5X 1 t88LSL Tfl.JSI;G;ade SLIDER Right 2 X 4 HFSf'~ 16SOF 1.5E 7 .0.3 ~005 Ob!slze) 2"'2400/0-6--4 (ittpuC 0-&-8), 12"'55110-&-a, 151::299310-6-8(input; 1).5-8) Max HQti; 2=l·122(LC 5) MaXUpUft2=-299(LCn 12o.-202(LC8).15=-146(lCB) M<~xGfolv 2=3145(LC 17), 12o::684{1..C 15),15"'3934(LC 17) FORCES (!b)· Maximum CompressiONMaximum Ten~1,m TOP CHORD 1--(=Qm,2·2&=-6432!250,3·Z5e.S2881269,3--26=-43$31239. 2&27=-4~181'243, 4-27=-41321256, 4.$=-3932127 4, 5-:<8:l·11631247, 6--28=-2849F263.6·7""'260512S31 '1-8=·2015~37 ,a.2St=--21841234 ,9-29=-24971212, g. 1 o::::-15211180, 10·30=·1716/158,30-31=-17 40/158. 1i-31=·19721145,11-32:..154/400.12·32o::-413/324, 12-13=:0[73 BOT CHORD 2-24=--190/4601;),23·24=-225/4553, 22·23=-19914597, 21 ·22"'~813:696,2:0·21 :l-88/3595, 19-20=-3i/23N, 1 &>1 9=-31/2324, 11. 16=0/1518, 1 !l-17"'01151 e. 1S-16=-2370t1s3,14·15=·283f264, 12-14o::.:;a71262 WEBS 3-24=0}196, 3¥:23<0:0/189 ,3·22=· 10231152.5-.-22l:j,2f602,S-20=-15S5f15~.ll-20~·14/618, 7 ·20=-83[790. 7 •19«01125, 7-18=-1120/113. 8-18=·3/419,9-l8o::-52/1007,e.16=-1837/124, 11-16=-11614330, 1'1·14=01173, 11-15o::-44831190 NOTES 1) WiM: ASCE 7..05: 90mph;lr-25ft ICOL:::$.0psf: acDL~fiOpsf; Csr.egory !I; Exp C: enc:rosed: MWF'RS gable end :Wr'le: &r!ntlte\€1' reft and fighte):ll!)sed: end ...ertici!ll !eft and righl exPOSed; Lvali,)E;r 00!.=1 33 p!afs grlp DOL:o:1,33. 2) TCLL: ASCE 1.{)5; f'f=40.0 1>$f(f!a:1 roof StlO\.V); C<ltBgory U: E.xp c: Psrtial!y i:)(J).; Ct= 1, Lu=50.{}-Q 3) Unbalanced s11ow loads nave been considcre<J for !his design. 4) This truss. ~s beao designed forgrt<lterof mitl roofliye road of 16.0 pSf or 1.00 times ftatroof!o<'!d ot4o.o psf011 overhangs non-cOI'lCvrrent wflh other li~!oad$. 5) Pm\oide adew,~ate drSiflage topreventwa~r pending. 6) ThiS \russ 1\SS been designed for s 10.0 psf bottom chord lit-e load oonconcurrent with t:II'!Yolher!WS roads.. 7) This tn.~ss reQuirJM<. prate inspection perr:hi: Tooth Count Mettlodwi1Bil this trvSS i$ ehosel'l for q.uarity as$ttr<~nce inspection. 8) WARNING: Required bearing size atjQinl(s)2, 15 greater than ir'l!)ut bearlng SiZe. 9) Provide mechan<car connection (by omem) of Iniss to OO;;~iing plli{e cspable of withslancti~tg 299tb vp!ift at joint 2, 2021b uplifl8tjoint 12 and 146-!b uplift atjoint15. 10) Thi5tfl.l:SS.is designed in 011:;CQrdanee with !he 20061rttemat!onal Resldenlial Code Stl{;tions R502.11.1 and R802.10.2 ~Mte1erenced standartt ANSUTPI1. t.OADCASE(5) SISOdarcl :WOJj >£:2> L002->>-J30 ~* ""1. ~~~~;~;1-H15 =ROOF TRUSS IY 1.,, 1 TBUIL_1i;lYDESIGN _____ _ -~~~rbbnJs~~( co 814~ , ---------------'"---'-6 J' "" a ;!07 Mirek '"ili'i\2{~ii1i'~eo=='"'"'""'"'o"8"'P"'•o"•"1--l 1-2:-0-Qr ~--§:.7-2 1343 1~ -I-2:1M""'"'---+---"""'"""'"z'-t--'33-"'-'-11o;.·1"'3---t--40-+14 -+-----4"'7-"(}j)"---+'l<!!l-J!:O-""'!ol I 2..0..0 &-1-2 6-&1 1).5-1 4..(}:12 4-0-12 6-5-1 6-s-1 6-7-2 2-0.0 SCale= 1:88.1 5:-:10= a.oo!12 4X1(1:::::: Sx10 :.= 24 " " ,, 20 ,. " " 16 15 14 121<:12-:;::; 2t4 /; "" ,, 3)(5 = 4~10::::: 4X10::::: 2<4 II 4x10= ~6= 5x12 = 2:<4 u 6X6;;;;.; 9-1-2 9-1-2 9·1·2 i-4-2-1 8-2·12 1Mt3 19-&-4 23-S-<> 27-6-12 33-11-13 39-0-0 <p-4-f! 41-0-0 4-2-7 4-0-5 447 6-5-1 4-0-12 4-0-12 6-5-1 5-0-3 14-14 6-7-2 Overali Truss Height: 11-<J-9 Heel to Peale 21-11-; 1 Overhiilng Ral<.e Distance: Left 2-2-13, R.ight 2·2·13 Oty: 1 Spao: 47-o-o Slope: 6.00112. 0.00/1.<! Over11ang: M-0. 2..{)-Q Loading: 40.0.1 o.o.o.o-10.0 Spacing: 2-(H) Q.c. camber, 3/16 io Weight; 26:7lb Board Pwt: 16\3.30bft Specified camber may Mt be appropriate for this tms~. LB.~I seved; Dec:ember 0$.. 2008 "' 1~~· ===<~~~CH0~Rs08S~>~Y-~>~>~=~"~~·Cc"~'~~L------,1m~CO~W.c---------------------~----T<mo~'"-"'-----------------------------, PIECE:l3--~----PIECE: WG. W11 PIEC~: HW1. ~=='""'"'""'"'"~'-="'----~ ao.o [---'-'"'""-'"l',l'w',•="-"'----' ao.o 73.9 (,-------;;12;;-)'izvx•·----~ -~Si£8 1 l650E1.liiSI--l~SP"f::w9' 42 _7 1\)5Qf::15FH~SPF"9' 26 .ti TrvsiGra~ > 42.7 4/".~ OL:8·1·8 CL:S-1-8 lS:B-1-3 Ol:8"10-0 C:L:IMG-0 t.S:fl.,Hl 0 :Mh12 C :0·11•14 PIECE:ll. TS PIECE; W3 90.0 r-(~)2X4 \ 63.4 61.9 c (1·)2X4 l__-<2n10~0~F~>~.S~o~S~I'F"c'-• ~16~·------' 2:\},l 1G50F 1.5E H!!SPF "7' ) C "15-11-2 LS:1G..O.O 0L;6-l1-9 Cl:6-11-LS: PI!;CE•.T2,T4 '\-----,;(2;-o) 2'-X"<;---------, $O.O 63,4 ~-----''U10~Q£F~1~.S~ijWll~P~F~-~·~· ------' 0 : 1--£ Cl:fl.{)..B LS:B-1-6 PI6C!:t: B2 ao.o lr----1;-;1;-ol 2;-;,;-;4.----------, 90.o . 1SfiCF l.SE Hf~P~ -15' PIECE: B1. S3 ao.o lr----1,.;2;-ol 2;-;,;-;4.-----~~ 26.6 . 1fi.'sOF \.5gUf§PF-1G.' ~j 90_0 Ol:16-0-t) Cl:16-0..0 LS:16-0..0 PL:16.Q-{} 0·2-1 ~ CA.RJ:: 0·2·5 ===<<=-.......: WE >>>~c<~<= P!EC!-:1: W"l. W9 07-1 1r-----;('-Z)-,;2-yx-;;-4 ---"'-...__ 22_3 ~ 1~501=1.5EHFSPF-11' ~ OL:10-3-10 CL·10·3·10 LS:9.10-10 22.3 67.1 ) PltC6: W4, W12 \ __ c_ __ 7i2'-l''''~,.-----. 63_4 1fiSOF 1.5E HFSPF. t' Ol:6-5-15 Cl:6·5-1 LS:6~15 ?fEC6:W1 54 _ 3 \r---,-.-,-F"l1~~,~,~~~F~;-P-F---,-. ~') Ol:3-11-12 Cl:3-10· L£:3.-8-7 ?!ECE:W2 P!ECI::WiS c\-------c(71)~2~X~,c-------, SM 1fif>OF 1 5E t-lfSPF. 4' 0 :~ CL· 2-B LS:3-.-6 ?l'CC~ W14 54.6 35.0 54? 61.8 90.0 27.7 89.S: 90.0 PlCCE: W6, W1 0 \""'"'"'--{2) 2 X 4 63_4 ~?OF1.M!HFSPF-19' 90.0 33.0 < (l)2 X 6 "-28.9 28.9 ~-~l~S2SQ~F~?~,,~O~S~PF"'-'.~4~· ---~ j 61.1 OL~9-t-CL:9-&11 LS:9~7-9 PlEC£: WS oo.O r----'" (1)2X4 l___jll50F 1.5F.I-IFSPF-10' 90.0 OL:S.&-12 A-:3-6-12 LS:3· -3 l:l~=~~<~ OTHERS "::-.:;.:;.===rSg.Cut:::$0) f>IE:C ;HW2 ~~~---cpc)o2x•,.------,; as.a ~GSOF 1.sE HF~PP-.a' 63 _4 OL:7,(}..3 CL;6-i-l2 LS:7·0-.3 c~~ LS9~~ ----~------------------- l 90-0 :woJ~ 2c:2r L002-rr-J3o R010FTRUSS -----.--]!]' jBUILT_:BYDES~------··- ... OsMat8:Wot.!01Teklt~~~~s,tnc.""Monoec081H6~~T agel Jol:i"'-~---""' !Vi[3G31 H8 ·------~-------------- 10-9--1'1 --~~--~-~~~~5--+-~·~1·~--r-~·~~~'""~-fr4~~~1 S.S-13 5-3-13 &5-11\· 2-0-0 ! -16-1-7 4HH 25-&....!Lt 30-10-9 5-3-13' &.3-13 5-3-13 4-1"" 5-3-13 12X1l::::: Z.:4// 3:1i& = 9-1-2 4-2-7 Overn11 ·rruS£: Height: 12-G-9 13-2-12 11.oo[t2 1S.1·1 7-10-11_- 21-54 5-3-1~ sx8 = 5xB =· ' ,, " " ~= Sx5= 1hS::::; 2:>-6-12 3Q-10-9 39-0-8 4-1-8 5-3-13 8-1-15 Overtlapg Rake Dis:t;.lnc:e: Left 2-2'~ 13. Rtght 2·2·13 Scale::::1:a8.1 " 4x-12 :;>:< 9-1-2 S.1-2 ~-___.S/:~-----1 0-&<i 7·3-2 Oty: 1 Sp()fl: 47..0-0 Slope· 0,00112, 0.00112 0..-erhang: 2-~. 2-Q..(l Loading: 40.0-10.0.0.0-10.0 Sp;tcing: 240 o.c:. camber: 1/411'1 Weigh!: 214 !b Boe.fd j'.:et±t: 162.:30oft Specified camber moly not be epprcpr'iate for !.hie tross. 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Suite 1500 OK https:/ /www.dora.state.co.us/pls/real/ep _web _permit__gui.print_permit?p _session _id=22291... 1/7/2008 Parcel Detail Page 1 of3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search I Asse~>sor Subset Que_nr I Assessor Sales Search .Clerk & Recorder_Reception Sear£.h Basic 8uilding_CharacteJj);tics I Tax Informatiqn I'arceJJ2etai! I .YalneJ2e.t<~il I Sale§Jdet<~il I Reside!!1i<~llCQmmen;ial.Impmyement:Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II 2007 Mill Levy I I 020 II R005298 II 212736201015 II 46.145 I Owner Name and Mailing Address IDOOLEN CONSTRUCTION I 13838 COUNTY ROAD 243 I INEW CASTLE, CO 81647 I Legal Description lsECT,TWN,RNG:36-5-92 SUB:PEACH I jv ALLEY ORCHARD LOT:9 PRE:R200405 I IBK:349 PG:245 BK:349 PG:244 BK:245 jPG:333 BK:240 PG:556 BK: 1125 PG:65 IBK:l013 PG:18 RECPT:735203 jRECPT:735141 RECPT:735140 jRECPT:735139 RECPT:735136 jRECPT:735135 RECPT:735134 BK:1184 IPG:366 RECPT:562632 BK:l162 PG:563 jRECPT:556008 I . Location I J>hysical Address: 1165 BLUEBELL LN SILT I I Subdivision: IIPEACH VALLEY ORCHARD I I Land Acres: I 10 I Land Sq Ft: I 0 II II http://www. garcoact.coml assessor/parcel.asp ?ParcelN umber=212 7 362010 15 1116/2008 Parcel Detail Page 2 of3 II II II Section Township Range II II 92 36 5 II 2007 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 16o,oooll 46,4001 I Improvements: II oil ol I Total: II 160,oooll 46,4001 Sale Date: 1!1011112007 Sale Price: 11215,000 Basic Building Characteristics Number of Residential /o I Buildings: Number of Comm!lnd /o I Buildings: No Building Records Found Tax Information Tax Year II Transaction Type II Amount I 2007 II Tax Amount II $2,141.121 2006 II Interest Payment II ($61.23)1 2006 II Interest Charge II $61.231 2006 II Tax Payment: Whole II ($2,041.08)1 2006 II Tax Amount II $2,041.081 2005 II Tax Payment: Second Half II ($1,020.48)1 I 2005 II Tax Payment: First Half II ($1 ,020.48)1 I 2005 II Tax Amount II $2,040.961 I 2004 II Tax Payment: Whole II ($1,875.24)1 I 2004 II Tax Amount II $1,875.241 I 2003 II Tax Payment: Whole II ($2,082.34 )I I 2003 II Tax Amount II $2,082.341 I 2002 II Tax Payment: Whole II ($1,527.72)1 I 2002 II Tax Amount II $1,527.721 I 2001 II Tax Payment: Whole II ($1 ,519 .58)1 I 2001 II Tax Amount II $1,519.581 II II http://www. garcoact.cornl assessor/parcel.asp ?ParcelN umber=2127 3620 10 15 1/16/2008 Parcel Detail I 2000 II Tax Payment: Whole II ($1,315.68)1 I 2000 II Tax Amount II $1,315.681 I 1999 II Tax Payment: Whole II ($31.60)1 I 1999 II Tax Amount II $31.601 ToP ofP<lge Assessor Database Search Qptions I Treasurer D<J,tabase Searcb_Qptions Clerk & Recorder Database Search Options Garfield Coun.ty Home Page Page 3 of3 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 !]ood Tums Software. http://www. garcoact.com/ assessor/parcel. asp ?ParcelN umber=21273620 10 15 1116/2008