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HomeMy WebLinkAboutApplication-PermitGarfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 354-5003 a65-21 Job Address NO. Oct_Lt„_)b Nature of Work Building Permit LC) - clok_rar Use of Building �' , Owner Contractor n rN rit_k Qrnkti-C‘ck. Amount of Permit $ at), (_CYO Date Clerk /n - GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 IF" Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 Permit No: °(113CP Parcel/Schedule No: lap` oda 4/3 s 66-'7 a (a.-a5awoa-00 Job Address, 1 Lot No: 18 ck No: ' A Subd. / Exemption: 2 ()wrier: erZ.0Av,CFo pod e •7 / dress ox sG3 s,"�.-r�/ Ph: 417041g -reit Wk P or76 -r- 3 Contractor: Address: .3 Pyr: Lic, No. 4 Architect/Engineer: fiff 4 4 o Address: Ph: Lk, No. Sq, Ft,4 wild'€ng: 5q; Ft. ; t= _ szes lleigha o / No. /lei Floors: of 6 Use of Building: 7 Describe Work: ..'.C. dau..... a coe.',14 �L 3 e 8 Class of Work: air New CP Alte!ation o Remove LI Addition 0 Move 9 10 Garage: 0 Single Cl Double Carport: 0 Single 0 Double ' o eriveway Permit ,y© On -Site Sewage 6 . r5`—. i -, s 4:1611Disposal C] Site Plan 11 Valuation of Work: $ /4411% 13?d • /e s; oae °-CorA5.77 c lr&d -So Adjusted Valuations: S 12 Special Conditions: A ISSUED THIS AUTHORIZED CONSTRUCTION PERIOD I APPLICATION PROVISIONS COMPLETED GRANTING TO r O NOTICE SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE BY THE STATE OF COLORADO. PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION IS NOT COMMENCED WITHLN 180 DAYS, OR, IF OR WORK 15 SUSPENDED OR ABANDONED FOR OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. HERESY CERTIFY THAT I HAVE READ AND EXAMINED THIS AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL OF LAWS GOVERNING THIS TYPE OF WORK WILL BE D WITHIN WHETHER SPECIFIED HEREIN OR NOT, THE OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY VIOLA E OR C CEL THE PROVISIONS OF ANY OTHER sTATI; OR • 4 NA . U ^ TING CONSTRUCTION OR THE PERFORMANCE 00 N • ia!' r Plan Check Fee: � ��' �' Permit Fee: �� � . �� Total Fee: OW4 1133 /50 j77 Dated Permit Issued: G/ o r4J 7 { OCC Grou • J� (� Const. Type: Zoning: Setbacks: Ma u. Home: COiv\ e.,.% ISDS No. & Fee: J clo i�. 1.O _ colit OWNER " DA 1 /~ /5-05-r •r -d.- BLDG DE'' .DEFT. APPR. /DATE APPROVAL/DAV/ID-4 10 AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERA'T'ION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OP A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL I1ROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION, THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO SE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST, Garfom.003 I HEREBY ACKNOWLEDGE THAT I I-IAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): The following items are required by Garfield County for a final inspection: l . A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, 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 stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away'from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 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, anchor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (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 occupanuse �the issuance of a Certificate of Occupancy for the dwelling under building permit # ``�''t� Signature BpcontOct2004 14S-- 63 - Date FEE ESTIM#ITE FINISHED LIVING SPACE: X 74.61 UNFINISHED BASEMENT: X 41.00 CRAWL SPACE: / 63'67 X 9.00 = /(�j Fa3 GARAGE: - X 18.00 UNCOVERED PATIO/DECK: X 12,00 = COVERED PATIO/DECK: X 24.00 MISC.C MISC. PLAN REVIEW FEE: PERMIT FEE: TOTAL: TOTAL VALUATION: /4, 763 /V, 4/6o MANUFACTURED HOME SET UP FEE: SEPTIC - PERMIT: PERI( 11 yr GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For MANUFACTURED HOMES. 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. To provide for a more understandable plan 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. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Applicants are required to indicate appropriately and to submit the completed checklist at the time of application submittal for a permit. All plans submitted must be incompliance with the 2003 IRC for Residences and 2003 IBC for Commercial Offices and Storage. 1 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of30% or more must be shown 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 surveyor's 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 2. Does the site plan when applicable include the location of the I.S.D. S. (Individual Sewage Disposal System) and the 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 sure and professional stamp on the design. Yes 3. Does the site plan include any other buildings, setback easements 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 nit on is located on a corner lot. Special setbacks do apply. Yes 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 5. 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? A Floor Plan of the Modular Unit t sshhowing exterior doors is required. Yes !/ 6. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an applicatio ifor building permit? The building permit application will not be accepted without it. Yes No 7. Will this bth only residential structure on the parcel? Yes eNo If no -Explain: 8. Have two (2) complete sets of construction drawings been submitted with the application? Yes 2 9. For the placement of a manufactured home, have the following been specified? The size of the unit (min. 20ft. x 20ft.); live roof load (min. 40# could be more depending on elevation of property); win esign (min. wind speed of 90 mph); foundation design; method of anchoring? Yes 10. Have you designed or had this plan designed while considering building and other construction code requirements? Yes L-' No 11. Do your plans comply with all zoning rules and regulations in the County related to your zone district? Yes L - No 12. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield Coty Building Department? Yes Gn No 13. Do you understand that approval for design and/or construction changes are required prior to the applicatio f these changes? Yes �.—y No 14. 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 "Road Impact" or "Septic Sy tem" s required, at the time you pick up your building permit? Yes No 15. Are you aware that you must call in for an inspection by 3:30 the business clay before the requested inspection in order to receive it the following business day? inspections will be made between 7:30 a.m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384- 5003. Yes No 16. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re -ins n fee? Yes No 17. 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 of the building? Yes No 3 18. Are you aware as part of the submittal for a building permit you are required to show proof of a driveway access permit from Garfield County Road & Bridge Department or if applicable the State Highway Department? If a permit is not necessary, then a letter stating that information is required. You can contact the Garfield County Road & Bridge Department at 625-8601 or refer to the phone book for the to Highway Departments number if applicable. Yes No 19. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the erson performing the work will be required at time of applicable inspection. Yes No 20. Are you aware, that on the front of the Building Permit Application you will need to fill in the ParcellSchedule Number for the lot you are applying for this permit on prior to the submittal of a building ermit lication? Your attention in this is appreciated. Yes No 21. Are you aware that you will need to have your installer obtain an installation inspection as per the State Division of Housing requirements prior to the County building department doing their final inspectio ?n, Tl tate will charge a fee for this inspection. Yes No 22. 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 Uniform Building Code? Yes No 23. Are you aware, that if you receive your water andlor sewer from an Association, a District or Municipality, you will be required to provide the County with a copy of the Tap Permit (or evidence of an exeTS)-at the time of the building permit application submittal? Yes No 24. 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 L.- 4 I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. 4ieS Signature of �� ner Date Phone: 97D - 6 / g-- 6 51 (days); - �%_943,01(evenings) Project Name: YI411 a V� Project Address: {p7C IJ r ,v 1t, $ •,L7 C. Notes: If you have answered "No" on any of the 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 a permit.. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance 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. bpminregmhFeb2005 5 GARFIELD COUNTY BUILDING and PLANNING MANUFACTURED HOMES Installation requirements within Garfield County 1.) A fuel gas pipeline pressure test is required by the installer and the test is required to be witnessed and approved by the Garfield County Building Inspector. Test must be a minimum pressure of 10 psi and show no appreciable drop within 15 minutes. A gauge capable of indicating pressures no higher than 60 psi shall be used in the test. 2.) All stairs serving the unit are to comply with the IRC and IBC for rise, run, handrails and guardrails. 3.) All decks and porches which are more than 30 inches above grade are required to have guardrail complying with Section R312 with a minimum height of 36 inches. Guardrail shall have intermediate rails or an ornamental pattern such that a sphere 4 inches in diameter cannot pass through. Section R312.2. 4.) If manufactured home is placed on a basement foundation, the foundation and the basement shall comply with requirements of the IRC including but not limited to: (a) Installation of smoke detectors in the basement and in the manufactured home. Section R313. (b) Installation of escape or rescue windows. Section R310. (c) Providing of light, ventilation and sanitation. Section R303. (d) Providing of minimum room dimensions. Section R304. (e) Protection of insulating materials for flame spread requirements. Section R314. (f) Forming and placing of concrete for foundation and floor slab. Chapter 4 IRC. (g) The inspection of all framing as required under the IRC. (h) The inspection of all plumbing as required under the IRC and IPC. 5.) L.P.G. (Liquefied Petroleum Gas). Appliances burning L.P.G. shall not be installed in a pit, basement or similar location where heavier — than air gases may collect UNLESS such location is provided with AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. The policy in Garfield County is as follows: (a) An untrapped drain with a minimum diameter of 4 inches located in the lowest area where heavier — than — air vapors may collect is to run with a CONTINOUS slope to an exterior area which is not within a depression or recessed below adjacent terrain. (b) The area of termination is to be determined by the Building Inspector as likely to remain free of standing water, ice and other debris that may prevent the flow and dissipation of unburned gas. (c) The upper inlet and termination of the drains to be provided with protection from the entry of debris animals which may cause blockage of the drain. This protection is to be approved by the Building Inspector. 6.) A FINAL INSPECTION OF THE PLACEMENT, BLOCKING, TIE - DOWNS, SKIRTING, GRADING and COMPLIANCE WITH ABOVE ITEMS IS REQURIED and APPROVAL GIVEN BY THE BUILDING DEPARTMENT PRIOR TO OCCUPANCY OF THE MANUFACTURED HOME OR OCCUPANCY OF THE BASEMENT. 7.) The Garfield County Zoning Resolution of 1978 with Amendments through December 9, 1997, has been amended to read as follows: 2.02.07(1) Building — Conventional and Manufactured: A building constructed or erected on the lot or building site or a factory and built to meet the "International Residential Code", the "Uniform Building Code" or the "National Manufactured Housing Construction and Safety Standards Act of 1974", has a minimum dimension of twenty (20) feet wide and twenty (20) feet long and meets the local building code requirements for wind speed of 90 mph; anchoring requirements in accordance with installation standards based on the minimum basic wind speeds in miles per hour specified in the IRC & IBC; and meets or exceeds the snow load requirements adopted by Garfield County ***(Garfield County requires 40# per square foot up to 7,000 ft. in elevation and certification from the factory is required that ties the snow load to the Manufactured Home's Serial Number). Any building meeting these criteria is defined as a single family dwelling and allowed in any zone district that allows a single-family dwelling. 8.) All work must comply and be inspected by the State of Colorado Division of Housing. MfginstallregOct2004 ***NOTE: A BUILDING PERMIT WILL NOT BE ISSUED UNTIL WE RECEIVE THE CERTIFICATE. GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC,.IMC, IPC,. Setbacks: Check subdivisions and zone district for setback requirements. Snowload: 40PSF up to 7000ft. elevation. 50PSF 7001 to 8000ft. 75PSF 8001 to 9000ft. 100PSF 9001 to 10000ft. Seismic design category: B 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. . w Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. • ■ Floors R -values are R-19. PLAN REVIEW CHECKLIST Applicant (41-6/0v r C Date /0- f3' ca6- Building �C( REngineered Foundation Driveway Permit ' dSitePlan - ��C Septic Permit and Setbacks ,...!Grade/Topography 30% %ach Residential Plan Review List — Minimum Application Questionnaire Subdivision Plat Notes Fire Department Review Valuation Determination/Fees `-''Red ine Plans/Stamps/Sticker ,AAttach Conditions Application Signed 'Plan Reviewer To Sign Application Parcel/Schedule No. 4Qlt Snowload Letter- Manf. Hms. GENERAL NOTES: Planning/Zoning 1. operty Line Setbacks 30ft Stream Setbacks fe'firod Plain (hiding Height CAetirrig Sign -off mad Impact Fees ..6,1ferA/DRC Approval rade/Topography 40% ''I laannning Issues 'Subdivision Plat Notes /47—we # /6 el 7; nt s" F64. /9.44 £oS:rlgss AP7- A.67- /4r As7 6' Ra 24 a;J;s;64) Garfield County Road and Bridge Department P.O. Box 426 Rifle, CO 81650 Phone -(970)625-8601 Fax- (970)625-8627 Invoice Driveway Permit Number: GRB05-D-68 Invoice Date: 7/29/2005 Bill To: Dale Johnson P.Q. Box 563 Silt ,CO 81652 $75.00 per Driveway Permit. Driveway Permit Fee: $75.00 Total Due: $75.00 Thank You! Garfield County Application for Driveway Permit Person Obtaining Permit: Dale Johnson. Application .Date: 7/29/2005 County Road Number: 456 (Odin Drive) Permit Number: GRB05-D 68 Termination Date.. 8/29/2005 District: Rifle Inspector: Jake Mall hereby requests permission and authority from the Board of County Commissioners to construct a driveway approach (es) on the right-of-way off of County Road, 456 (Odin 1Drive)1l400ft West of Intersection of CR 237 and CR 456(Odin Dr.) on CR 456, located on the West 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 distance of building(s) and other structure improvements. 8. No unloading of equipment on county road, any damage caused to county road will be repaired at subdivision expense. 9. Responsible for two years from the date of completion. General Provisions 1) 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. Special Conditions: 1. Driveway Width- 30ft 2. Culvert regUired? True Size: 12 inch by 30ft 3. Asphalt or concrete pad required? True Size of pad: 30ft Wide x 10ft 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 In signing 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 provisions and conditions and agrees to construct the driveway(s) in#ccordance with the accompanying specification plan reviewed and approved by he Board of County Commissioners. Signed: Dale Johnson Address: Telephone Number: Permit granted 7/29/2005, subject to the provisions, specifications and conditi 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 allowed any parcel or property the frontage of which is less than one hundred (100) feet. Additional entrances or exits for parcels having a frontage in excess of one hundred 100) 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 commercial driveway shall have a width greater than thirty (30) feet measured at right angles to the centerline of the driveway except as increased by permissible radii. No noncommercial driveway shall have a width greater than twenty (20) feet measured at right angles to the centerline of 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 less 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. Coinmercial 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 sante rate as the normal shoulder slope and for a distance equal to the width of the shoulder but in no case 1esS 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. 1. Permit Owner: 2. Address: /910)Y Driveway Permit Form 3. City: Carbondale 81623 n Glenwood 81601 n New Castle 81647 ❑ Silt 81652 WJ- Rifle 81650 E Parachute 81635 n Other 4. Phone No: i96- a 63? Fax No: 5. County. Rd. No. ce , C c/ ciDr, 6. Nearest Intersection or Address: 0,6zJ?'C,evs 7. Distance from Intersection or Address: /'00 e-1 8. Direction from Int. or Address: N n E n S n W 9. Side of road: N ❑ E ❑ S ❑ W 10. Width of driveway: 30 -foo 40 -foot n Other 11. Culvert required: Yes .0 No n 12. Size of culvert required: 12 -inch DA 15 -inch n 18 -inch n Other 13. Length of culvert required: 30 -foot J 40 -foot L Other 14. Asphalt or concrete pad required: yes n No n 15. Size of pad: 30 -foot wide X 10 -foot long X 4 -inches thick: Yes 16. Size of pad: 40 -foot wide X 10 -foot long X 4 -inches thick: Yes n 17_ Size of Pad: Other 18. Gravel portion required: Yesi7 No II 19. Length of gravel portion: 40-footX 50 -foot n 100 -foot n 20. Trees, brush or fence removed for visibility: Yes n No fl 21. Distance and direction from driveway to be removed: 18. No more than 3% slope away from County Rd: 22. Driveway must be constructed so no drainage accesses County Rd. from driveway: 23. Certified traffic control required: Yes ❑ No 24. Work zone signage only required: Yes No n 20. Inspection of driveway will be required upon completion and must be approved by person issuing permit or representative of person issuing permit. 21. Person issuing permit: 22. District permit issued in: 1 ❑ 2 j 3 n Date: Oct. 8. 2009 3:05PM Garfield County Road & Bridge No. 0855 P. 1 02ea CR 333A PO Box 426 Rifle, CO 81654 070-625.8501 870.62541627 www.gartleld-county.com To: Garfield County Garfield County Road Bridge Andy Schwailer / Chris Chappell From: Jake Mall Fox: 970-628-6627 Pages: 1 plu$ Cover sheefi Phone: 970-625-8601 Ext. 104 Date: October 8, 2009 Re: Driveway Contract for Sheryl Johnson cc: 0 Urgent X For Review X Please Comment X Please Reply 0 P1e8so Recycle Octivv zv 20O9 3:O5PM 70 Gaifield County Road & Bridge GOUNTY ADMN No. 0855 P.�2 02 18!0612889 13:16 9708768692 • 10/07/208S. 09:86 19709765477 � vj.8764477' JOMsoli Romero ear' Sons Concrete PAGE 81/81 .1 1 a 8165.2 Cor tsar 115'7 �y..wN✓.u.hN..r��M •- 3i► - L E 1 " R, A dit.." .1" '40.A Kr w .._ .tr_�' 4 LA '• '� a�.i11 J ..i �w pp 7..' ,-... Or . Q} 1 d . y � , t r. r r ! + Mu Cor tsar 115'7 �y..wN✓.u.hN..r��M 09/22/2009 08:27 9708760632 JOHNSON 09/22/2909 09:20 9709040719 PAGE 02/02 TRADESMAN EEC SEDC PA5E COLORADO STATE ELECTRICAL BOARD 1560 Broadway, Suite 1350 Denver, CO.80202 Permit #: 577339 Inspection Report Date Inspected: GA -FEB -06 Permit Holder: TRADESMAN ELECTRICAL SERVIC 115 CURRENT DR NEW CASTLE CO 81641 Phone: () - Fax: 970-876-2949 Frrtail: )bone@sopris.net Site: 2658 odin Silt Garfield Owner: dale Johnson Status: ACCEPTED insps tier► Type: Final Now Other Partial: N Trim Permit: N Inspector: Cliff Owens (979) 248,7044 Corrections: Comments: No 1) Y) WILDING PE Job Add rss f 4 Owner nr:11' \ •..ci) C� Contractor.._�.- Set acks: Front h On Assessor`s Parcel No,J90-7 Date 115 -- .Ci 1 MIT CAR® Address---� Address Rear RH LH Soils Test Footing 1p -O 00A Foundation i-- -O_'rI\ Grout Underground Plumbing Rough Plumbing Framing Insulation Roofing Drywall Gas Piping 77/K , / `) er.3(Af -- Mi -V6: -/V/ A 4-e9 INSPECTIONS Phone # Phone # r 50-4 Zoning b /- 6, Weatherproofing Mechanical Electrical Rough (State) Electrical Final (State) Final !Checklist Completed? Certificate Occupancy # tP4-61 Septic System # ` Date /0-01 Final / /O7VL NOTES ,p/rt-c)4 y tiles P -� 8 Date 679at i ( •O/ Other Ple7 -%c. i brigrAtZ P (continue on back) COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECT1 N NOTICE 108 8th St, Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at - 6 C' 12 3:2X ; Permit No. 1 have this day inspected this structure and these premises and found the following corrections needed: I -- A/7' 27e2e — 7114 --1--- ADD R5 ,4&Ay' /Q /d 4%Q A/ Call for Re -Inspection © $50.00 Re -Inspection Fee must be paid prior to Re -Inspection 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 20 C Building Inspector Phone (970) 945-8212 COUNTY OF GARFIELD - BUILDING DEPARTMENT OT10E 108 8th St, Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at c›76s8 0(57;yL Permit No, 7O6 I have this day inspected this structure and these premises and found the following corrections needed: 4,50-Ier ok f^- k1- .) ff a UFER 1,441 Oec r-0ih � 5I. / A2 /5 )14, a r,-- k e i'- C� .ec- r t c-cxJ �t r/3 e Gd� 1 You are hereby notified that the above correction must be inspected before covering. When corrections) havbeen made, call for inspection at 970-384-5003. Date k 2- 2-6 20 Building Inspector)04,,&arkca Phone (970) 945-8212 ©'SnS o o CC PERMIT NO, Lii 09/15/2005 14:33 FAX Q002/002 STATE OICOLORADO DIVISION OF, HOUSING Worn tiirt, Director Department of Local Malts COLORADO FACTORY BUILT UNIT IDENTIFICATION REPORT .IURJSDIC UONu (COLORADO Steven A. Sarnia JFrogram Administrator " State dr Colorado Division of Housing • 1313 Sherman Street 323 Centennial Building Denver, Colorado 80203 303/866-2033 -CONSTRUCTION CODES - 2003 IBC 2003 IRC 2003 NMC 2003 !PC 2003 IFGC 2003 IECC 2002 NEC MANi1FACTURER BARVISTA HOMES 1. ADDRESS: 390 MOUNTAIN VIEW RD. 1 JOHNSTOOWN.ccl 80534 1 MAILING ADDRESS: P. O. BOX 1100 1 PHONE.NO. j9701532.4257.4257 INSPECTION DATE(S) REPORT NUMBER(S) PRODUCTION LENS LOCA MODEL DESIGNATE SERIAL NUMBER COLORADO SEAL NO,__-. © _,,,_,_,. DEALER A. c.."Ta a n> - u rrr, E S. ADDRESS SITE ADDRL+SS r.. TRUSS DESIGN REQ! TOP ,CORD LIVE mita— PPS .,. TOP CORD DEAD LOAD _ © PFS BOTTOM CORD LIVE LOAD BOTTOM CORD DEAD LOAD = _L ! FPS -ENERGY RE MENTS- UFLOOR ACTUAL , U -WALL ACTUAL = - U-ROOP/CEILING ACTUAL44T.� 3 $ •WINDOv+ - TYPE a F'" 1%�, AIR INFILTRATION RATE „ , a 0 U VALUE • 3 Slusxmaz: TYPE C" ^ ea� w 1 12-a•A. . - ani Defeo Govema eokareckr Exeeedve Director U VALU BARVISIA HOMES has baea certified to construct homes In compliance the Colorado Factory Built Housing Program. A certified manufacturer mast attach a Colorado seat to each unit which is their'method of Informing Wed jurisdictions that home, to the best of their knowledge, was built to the above mentioned codes. The seal is Iocated.4er bine!. Steven A. Hernia. Admin ^ Stator NAM 2?t)g /C • A it) DATE SIGNATURE�...-- 1313 Sherman , Room ", Denver. oleredo ,6t203 [3031866-2033 FAX (303) 866-.1.77 TDD (303) 865-5300 MArIUFACTURERAUTHORIZED REPRESENTAT Nosmotir CV A* \ie 1":' • 11,:r4 atm AP ROVEI SUBJECT TO NOTED txczp T1oNS & 1NSPEcTIONf GARFIELD COUNTY BUILDING DEPART S '' .ece 10- /305 By FIELD COPY _,fir NO INSPECTION W .rte W ' .*w '• MOE MANS ON SiV•00 ; rEWINrattoolOIN� tv 1 ooy q try mama 7 1 1 0004/ t jab Cade Subject y 4na,u1ri., Mar. 07 2005 12:28PM P2 Checked Sheet Of FLOOR JOIST CONT 2x6 TREATED SILL PLATE LAI/ IMAS` MUDSILL ANCI-IOR (MFR SIMPSON 57RONG-TIE CO) ig 4LO" O.C. MAXIMUM 4 WITHIN l'-0" OF BUILDING GONER C[RAP'.IL SPACE 2- *4 CONT HORIZ rrP r P -o" 2- 2X1.2 RIM JOIST ATTACkl MODULAR RIM 4216T—TO.611.1. PLATE IN/ 1/4-• Wet. x ON ZINC. GOATEM4C470 SG MIN 0 24" Q.G. (SOS 1/4 x 6 EPr 5110MON WPC** TIE CO. OR MALI— OR A1TACH PER 140PULAR MPIV5 RECOMMENDATIONS-- Veto Ara "`•--liri fIij 'ALL SEE PLAN (1)45 CONT. TOP; 4 BOT 4t4140RIZ MID -HT. FULL- 14 t frr L,LIt4 x 3211 0.c. 5" TYP U.N.O. ife 5.HaLR TYR exT6eiaR, advPA7fasj AZi- /216 LW' 1,A R 1Pedc.g a, 2: N caI CY, 'AM-R:1S .1E .30017.1 1405..59 Parcel Multiple Search Results Garfield County Assessor/Treasurer Search Resets Page 1 ofl Assessor/Treasurer Property Search 1 Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Address Search The following parcels were selected. The records are sorted by . To display detail information fora selected parcel, click on the respective Account Number. Account Number Parcel Number Owner Name Physical Address Assessor's Parcel Description (Not to be used as a legal description) R200043 212725208010 JOHNSON, SHERYL 2658 ODIN DR SILT �j ill , SECT,TWN,RNG:25.5-92 SUB:ASGARD SUB. 2ND. LOT:8 BK:0434 PG:0567 BK:1829 PG:360 RECPT:703821 BK:1710 PG:654 RECPT:679008 BK:1240 PG:675 RECPT578274 BK:0936 PG:0861 1 Recorcl(s) Displayed. Top of Page Assessor Database Search Options 1 Treasurer Database Search Options Clerk & Recorder Database Search Options Garfield County Home Page 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 offhe information herein contained. Copyright ® 2005 - 2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www.garcoact.com/assessor/ParcelMultipleR,esults.asp 10/13/2009 FLOOR PLAN NOTES: 1. DESIGN COMPLIES WITH 2003 I.R.C., 2003 1.M.C., 2003 IPC AND 2002 NEC. 2. DESIGN LOADS: ROOF LIVE LOAD = 45 PSF , DEAD LOAD = 15 PSF FLOOR LIVE LOAD = 40 PSF WIND SPEED = 110 MPH, EXPOSURE C: IRC / 90 MPH, EXPOSURE C: UBC TYPE OF CONSTRUCTION = 3C 8 3. OCCUPANCY = SF RESIDENTIAL, SEISMIC DESIGN CATAGORY C 4. PLAN MAY BE BUILT REVERSED. 5. WINDOWS AND/OR DOORS MAY BE RELOCATED WITHIN A ROOM. 6, 2 x 6 EXTERIOR WALL FRAMING. SIDING AND/OR SHEATHING NOT INCLUDED IN EXTERIOR WALL THICKNESS, 7. AU. INTERIOR WALLS ARE 4" THICK * UNLESS NOTED OTHERWISE. (* NOMINAL) 8. BATHROOM VENT FANS ARE DUCTED TO EXTERIOR. DRAWING INDEX PAGE NO. DESCRIPTION 0 GENERAL AND ELECTRICAL NOTES 1 FLOOR PLAN 2 ELEVATIONS 3 ELEVATIONS 4 ELECTRICAL PLAN 5 HVAC 6 RETURN AIR 7 FOUNDATION PLAN 8 FOUNDATION DETAIL 9 DWV SCHEMATIC * 10 FLOOR FRAMING * 11 WALL LAYOUT * 12 ROOF FRAMING * 13 KITCHEN LAYOUT * 14 SECTION & SHIP LOOSE WALLS * 15 SPECIAL WALL DETAILS * 16 BLANK * 17 BLANK * 18 r BLANK * 19 BLANK * 20 BLANK * 21 BLANK * 22 BLANK * 23 BLANK * THESE DRAWINGS ARE FOR PRODUCTION USE ONLY. SOME SHEETS MAY NOT BE INCLUDED OR REQUIRED IN ALL DRAWING PACKAGES. ELECTRICAL LEGEND OGENERAL RECEPTACLE 110 VOLT - 15 AIBP THERMOSTAT GFI DENOTES G.F.C.I. PROTECTED WP DENO tt.S WEATHERPROOF 1 GROUND FAULT INTRPT. RECEP. 120 VOLT SMOKE DETECTOR CEILING LIGHT 5.58 c FLUORESCENT LIGHT R DENOTES RECESSED ],i SMALL APPLIANCE V RECEP. 120 VOLT 20 AMP _ MAIN PANEL J. � .. WALL LIGHT SINGLE POLE SWITCH 3 DENOTES 3 WAY O 220 VOLT RECEFT. CEILING VENT FAN 4 ;MTH LIGHT sPr.0. PURPOSE CONNECTION TOTALLY ENCLOSED FIxTURE •SMALL APPL, RECEIPT. 120 VOLT --ONE AMP. G.F.I. PROTECT€D TJ © JACK TELEVISION PJ 4 PHONE ACL CANLIGHT DOORBELL Q CHIMEtJ TRANSFORMER 1 a JUNCTION BOX A TECH PORT PUCHASING RUN FROM UPSTAIRS SMOKE DETECTOR). 1. SMOKE DETECTORS ARE INTERCONNECTED. FOR MODEL W/ BASEMENT, A #12/3 WIRE IS SMOKE DETECTOR TO UNDER -FLOOR JUNCTION BOX (ON SITE CONNECTION TO BASEMENT 2. ELECTRICAL: 200 AMP MAIN & SERVICE IS STD. 3.OPT. 220V W.H. AND ELECTRICAL FURNACE TO BE WIRED PER MFG. SPECS 4. MIN. WIRE SIZE TO BE # 12 AWG. WHEN REQ'D BY STATE / LOCAL CODE. PRINT DISTRIBUTION LIS SERIAL # LIGHT DATE' MODEL # TIME• DEPARTMENT NO. OF SETS 5.58 PRODUCITON MGR. 24 x 60 Single Hung 1 QUALITY CONTROL 24 x 72 Single Hung 2 SERVICE 30 x 36 . Single Hung 1 ROOF CONSTRUCTION 30 x 48 Single Hung 2 FLOOR CONSTRUCTION PLUMBING WALLS 30 x 60 Single Hung 3 DRYWALL ELECTRICAL 30 x 72 Single Hung 2 FINAL FINISH 36 x 36 Single Hung 2 PUCHASING 36 x 48 Single Hung 1 ENGINEERING 36 x 60 Single Hung Egress 1 SALES 36 x 72 Single Hung Egress 1 DISTRIBUTED BY TOTAL 16 SIGNATURE 42 x 48 Single Hung Egress 10.76 5.75 42 x 60 Single Hung Egress 13.87 BARVISTA HOMES Johnstown. CO REVISIONS: JUL 2 2 2005 DATE: T DRAWN BY: G CHECKED BY: SCALE: NTS WINDOW/DOOR SCHEDULE DESCRIPTION LIGHT VENT 24 x 36 Single Hung 3.96 2.22 24 x 48 Single Hung 5.58 3.08 24 x 60 Single Hung 7.19 3.94 24 x 72 Single Hung 8.81 4.81 30 x 36 . Single Hung 5.19 2.86 30 x 48 Single Hung 7.31 3.97 30 x 60 Single Hung 9.42 5.09 30 x 72 Single Hung 11.52 6.21 36 x 36 Single Hung 6.42 3.49 36 x 48 Single Hung .9.03 4.86 36 x 60 Single Hung Egress 11.64 6.23 36 x 72 Single Hung Egress 14.26 7.59 42 x 36 Single Hung Egress 7.65 4.14 42 x 48 Single Hung Egress 10.76 5.75 42 x 60 Single Hung Egress 13.87 7.37 42 x 72 Single Hung Egress 16.99 8.98 48 x 36 Single Hung Egress 8.87 4.78 48 x 45 Single Hung Egress 12.48 6.64 48 x 60 Single Hung Egress 16.09 8.51 48 x 72 Single Hung Egress 19.71 10.37 72 x 8O GLASS SLIDING DOOR 32.76 15.71 32 x 80 ENTRY DOOR 12/2 W/GROUND 17 38 x 80 ENTRY DOOR 20 12/2 W/GROUND 36 x 80ENTRY DOOR BATHROOM 20 YOUNG MODEL: DATE: 7/22/05 STAIRS \IOTE 1. STAIRS PROVIDED BY BARVISTA COMPLY WITH 2003 IRC. RISERS 0 MAXIMUM 7-3/4" TREADS 0 MINIMUM 10" LAG A?PLIA �y GES IF APPROVED LPG APPLIANCES ARE TO BE INSTALLED IN THE CRAWLSPACE OR BASEMENT, AN APPROVED SENSING DEVICE MUST ALSO BE INSTALLED. CIRCUIT SCHEDULE CIRCUIT NO. TYPE AMPS COPPER W1RE SIZE 1 GENERAL 15 AF 12/2 W/GROUND 2 GENERAL 15 AF 12/2 W/GROUND 3 GENERAL 15 AF 12/2 W/GROUND 4 GENERAL 15 AF 12/2 W/GROUND 5 GENERAL 15 AF 12/2 W/GROUND 6 GENERAL 15 12/2 ye/GROUND 7 GENERAL 15 12/2 W/GROUND 8 GENERAL 15 32/2 W/GROUND 9 GENERAL 15 12/2 W/GROUND 10 MDR &OR 15 12/2 W/GROUND 31 F./BLOWER 15 12/2 W/GROUNO 12 on CI W. 15 12/2 W/GROUND 33 OPT. G,0, 15 12/2 W/GROUND 14 FRIG. 20 12/2 W/GROUND 15 REE ER 20 12/2 W/GROUND 16 WASHER 20 12/2 W/GROUND 17 MICROWAVE 20 12/2 W/GROUND 18 BATHROOM 20 32/2 W/GROUND 19 BATHROOM 20 12/2 W/GROUND 20 BATHROOM 20 12/2 W/GROUND 21 SM. APP., 20 12/2 W/GROUND 22 SM. ADPL. 20 32/2 W/GROUND 23 SM. APPL 20 12/2 W/GROUND 24 SM. APPL. 20 12/2 W/GROUND 25 W. HEATER 30 10/3 W/GROUND 26 OPT. A.C. 50 6/3 W/GROUND 220 VOLT APPL. DRYER 30 10/3 W/GROUND RANGE 40 6/3 IN/GROUND FURNACE VARIES PER MFG'S INST AF = ARC FAULT BREAKERS TO BE USED IN BEDROOMS. BARVISTA MODEL R 1885 A TITLE: GENERAL NOTES SHE1 T: 0 S'N: 1250 (2) 36/15 AWNING W/ 36/54 V ABOVE HB BEDROOM #1 3'-8"x 17-2" (FLAT) GREAT ROOM 26-0" x 20'-6" FULL CATHEDRAL W/ BEAMS rkw) 437 (2) 36/38 AWNING W/ 36/54 V ABOVE KITCHEN 14.-0"x 13'-2" (FLAT) rzon Z< dt 48" BATH #2 BATH #1 BEDROOM #2 9.-4"x 12'-2° (FLAT) BEDROOM #3 9' b" x 9`-9" (FLAT) r r 1 AA LI UTILITY (FLAT) 3636VSG 3660VE 56'.U" BARVISTA HOMES Johnstown CO REVISIONS: 7/22(05 ADD HB LOCATIONS & ATTIC ACCESS JUL . 2 2 2005 DATE: DRAWN BY: G.YOUNG Y: SCALE: 3/1 e= 1' 0' DATE: 7/22/05 3660VE MODEL: TITLE: BARVISTA MODEL R 1885 A FLOOR PLAN HB SHEFI•: SQ. FT. 1867 S/N: 1250 12 8.5E 11111111]IIllll]II1hI11111MIIIF1]llfll]1IIIIIM11l1III1i11IIIIlIIIIIIIII11111III1%1'� �"� �' IIllmllfll�llll] 1 1i1 11iconnR1i1111]�11111t aii SII �1[oIIIlfoI1111]Il� ]�� min 111111111I11111I11111111111I1111I1II11111111111II1111111i1111II11111III'f — T 111111111I11IIli1N111111111111111111N111111111II1111I1111111111111111111' �� Il!It1l�lltlllfllll]11+Mt11>1]�F1111f 1111!f111!]1t I11a�l tltll IIlIRIi l�f 111111111I11111It1111I1111111111III1111111111111I1111I111IN1,' Amor 111#11]11 i1t1111111I11I11111111111111111111IiI111III11' Amor 111I�1111■111111f1111f1I1H1111H11N1111[I111I111HIM' ..s./...,!/...,r/...,ly.w�..1...1..1...1../...111.IM. /- 1 1111 INV 111 1111 ONE Ink I III mooIII 1 iatrrlrr.i� I.■■ a rPrlr IU■ fIw1I Pwl■rlr•t�IUIUtM IIP�i11U■■Ir�1II. ■IUP 1 IUa#11�I U R `E11 1tfli uIIi11u1111]11I1111111iIf111111jt1i11llli1I1111u11111I11111u1111 �1111III II111i11I1111IIIl ItIIl1I111iI11111111111MI1111N111111I11111Nlllllflll 'i111I111I1witicill111IlI111II11I11I1t111ll11111r11IIlIi11iil IIIIIllllt1111 � 11 N1111]'u1111fit11111ihii ii1t]1iiiiiliuiiil]i11iii.in11111111 M1] '�Jlll]�i11II1t111I1111111111111111111111111111111111iA11111111111 11111111i1I11111111111111111I 11111 111]iIItIIIl1IIIliI1IIwl 'U 11111 111Ni111lIit1111111111111I111111111iti1111111111N11]111111 111I 11111111111111I1i1111111111IEEIii111t1111NlliTIINN t 12 8.5F 11111Mil11IuIIII]i1I1111UIi1I1N11III1N ilIiIIIIllilirILIllili1l11 IlI11�'` 1111111111111 111111nl111111if lijIIJ11111l tlliilr 111111 IIiutliIhI P' III1I11111f 11II1111111111111111I1111111111I11111I111I111I11111I111 r 1111111111111111111111111111111111111111111 111111111111111111111'" 1111111111111111111111111111111111111111111111111111111111111P' 1111 1111111i111I11I1I111It1111N11I111t111I111]i11111P F ON IVAT ON `iUI11IINlItliiilillIl�lllI1iilllLiiIMIuiI1E IIIA] II1II11111 11thI1 iH I X11111aII'I 11 N t11111I11111I1]1111111111111111I11111111I l t1]1I II If 111111 'ILIp1111111111111111II1II1111I111111II111111111I1u11111111I11111I11 `E 1111II111I11111111I1111111111111INIII1liII111111111 uIlI1t111I1 `1MI11111I11111I11111I1111111 t111111111I11111I1t111111111111111 '111111111111111I11111111111111111II111111111N111111111111111 /'II111111111111111111111111111111I1111111I11I11111111I1I ."11EMPAIII111II1111IN111111t11111iI11111111]1111111 X 37 111fimm BARVISTA HOMES Johnstown CO REVISIONS: REAR EEVA 0 DATE: DRAWN BY: • G.YOUNG JUL 2 2 2005 CHECKED BY: SCALE: NTS MODEL: BARVISTA MODEL R 1885 A SHEET: DATE: 7/15/05 TITLE: ELEVATION SQ. FT. 1867 S/N: 1250 luirmi!uilmtlumlmum ill9m ilmlfiMilm iggI m MITITlliMMImliliArmR ■Iumlmltuilillui111mtAM Mommommmliimtliri<Iiom uimlu mluir■#uimmtir o mMilminlimlywIr 11111111111111111111111111i11111111 11111111111 1111111111111111111{iI11I11IIl11111t11I111E1i11111I1111Aw1111111i1111111111I11111111tu11I11AIlI11A11111111111111111111I11111IIP 111111111111111111111I11111111111111111111111111111111111111111111111111111111111111111111A111111111111111111111111k11111111111111111111811111 1111111IIIIIIlI111€11I1111 111111111111111111111111 111111111111111111111111111111111111l1111111111111111111111 111111111111111111111111 1111111111N111111i11111111111111111111111111111111111i111111111111A1111r1► 11111111111€111111111t111I1t111111111I11I11111111111A111111111111[1111111111A11I11111111111ll1l11I1111I11111I1t111111111111111111111I111111111111111AII111111111111' 1111111111111111111111111111111111111#11111111111111111111111111111#1111111111111111111#11111111111111111111111t1111111111111t11111111111 1111111111111111111111111117 11111111111111111118i111111111I11111111111111lI1111111111■111111'*"` '";11111111111111HIlI111111111111111111111111111111111111111111111111111111111111111111' I11111111111111111111111I111111111111[IIIi111Il111t111111A11E'" ...�,.1111 11111111111111111111111111111111111111111111117 1111111111111111111111111111111111111111111111111111111r'"' "1III11111111111111[1I11I11111111I1111II1111111111IIt111111111IIIA111111I11/' 1111111111111111111111111I111I11111111111111111111r,- ,�"xM111r111111iI11111111k111111111111111111111111111111111111111111111111' 111111111111111111I111111111111111111111111111E�'" "11111111111111111 11111111111111111111IIII11111111III111111111Ir 1111111111111111111111111111111111111111»`' ''4fM111I111111I11[1111111111#IIIliII1111111I111111111111' �111�111I1t11111111iI1I11i11111111nr ��1t111111Alli 1111111111111111111111III11I11111I' 4 111I11111I[IA11I11111111I11111e"''ri11tI1�11111II1I11111111111AU111111I1u` II111I11111I111111I11111IIr"'+r1111I111k1I111IIIIII1111111111111111` A 1111I1411111111111#1E•'' . ■11111111I111IIII11111111II11' 1111111111111 P■- .."1111111111#111111111111' ' mil •• IN LEE =VAT1ON 7TREATED PICKETS & HANDRAIL (BY OTHERS) ‘ 1 1 1 1 1. 1 1 1 I 1 1 1 1 1 I 1111 1 1 11 1 1 111 411ki#III11II1111111111I1111111111I111111111111111111IIIIIp11111I1III1111111111I 1111II111III1111I1111[I11II1111111111111t1[1I11111I1I11III111111111III1111111[1II111111t111 11111111111IlIlil1111i1111111[III1Illi 11I11111111111111111111111I11111111k111111111I1111111111111111111111111111111111111111111111 1111111111111111A11111111111111ilIlll 1111111 111111111111111111111111111111I11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 e111111111111111111111111111111111111111111111111111111t111111,11111111111111111111111111111111111111111111111111111111111111111111111111111I111111111111111A111111111111 `111111111111111111111111111111111111111111111111111111111111111■1111111111111111111111111111 11111111111111111111111111111111I11 1111111111111111 11111111111111111111 '11111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111irr*'111111111I 111111111t1111t111111111I1t111I1111111 111111111111111111 1111111111111111111111111111111111111111111111111111 11111111111111111111111111111111110"- iIlII11111IIIIIII11111IIIlig1I11111I1111111illlll1111I11IIII11Il ' I111111111II111111111111II11111111111II111111II111111III11111111I11111111111111P" -. '41 11111111111111111111111111111111111111111111111111111111 ''II11111111111111111]1111111111111IIII111111111111k1I1111111111111111i11Pr- .111 111111I1i111I 111u1III1111I11111111I11 1/1/111111 "' V I1111111111I11111I11I 111111111€111111 II11II11111 I.i11111111I111111111I1I111111111 1111n11111 '444111I11111111I111111111111111111[1111 4111111I1i111#11111111111111111111111 '"111111Ii11I I€11111111111111111 �""i1111111111111I1111111111 "t11111111111i111111 '*4iliiinciklmtori 111111111111111111111111111111111111111111111111I11111111AI11Il11IP " '11111III111I111111111111111i111111111111I111111III€111111111"' ,l1111111111I11111I11111II11i 1111€11111111111111111P- i'' 111#11111111111111111111111111111111111111'` `i1111111111111111I111111111111I1111'" 1111111111111I11I 111111111 J" I 11 iltslmlim mlimm irm i- �S� :VA IQN BARVISTA HO ohnsto n. CO CHECKED BY: SCALE: NTS DATE: 7/1 5/05 MODEL: BARVISTA MODEL R 1885 A TITLE: ELEVATION SHEET: SQ. 1867 S/N: 1250 NOTES: 1. CIRCUIT FOR SMOKE ALARM IS PROVIDED IN J -BOX 014 MODULE FLOOR FRAME. INSTALL INTERCONNECTED SMOKE ALARM IF BASEMENT MODEL 2. INSTALL SNITCH FOR STAIRWAY LIGHT EXTENDING 12-3 FROM J -BOX IN FLOOR AND INSTALLING LIGHT ON J -BOX. 3. POST SPANS ARE BASED ON MODULE GIRDER BEAM BEING (2) 1 1/2"x12' LVL BEAMS (MINIMUM) EACH SECTION (Fb=2600. 4. PIER LOADS IN KIPS (1k = 1000 POUNDS). CONCRETE FOOTING Si2E AS PER LOCAL 501 C0145111015 LJ 45 PSF = 1k 80 PSF = 1,5k 100 PSE' = 2k LJ . L..YJ LIJ LI -1 str LJ ;1 L. DESIGN C '1ND1T10NS: (ENGINEER TO VERIFY) 1. ALLOWABLE FLOOR ORDER SPALLS; ADD FLOOR SUPPORTS AS REQ'O 2-2X12 'F = 2--1-1/2 X 11-1/4' 1,7E IVT, 2. IF GIRDER IS CUT FOR DUCT PETEWATION, ADD A GIRDER SUPPORT WITHIN 12" OF EACH SIDE OF TRE CUTOUT. 3. STAIRS ARE OFTEN INSTALLED, VERIF1y LOCA3E1. ALL DESIGN DETAILS AND NOTES ARE SUGGESTIVE ONLY AND ARE SUBJECT TO THE JURISDICTION Of STATE AND LOCAL CODES CHANGES MUST BE MADE ACCORDINGLY. CONTACT YOUR LOCAL BUILDING DEPT. FOR FROSTLINE AND SOIL, REQUIREMENTS. SEE DETAILS AND € ENERAL NOTES PROVIDE 3O" X 24" ACCESS TO CRAWL SPACE 4WTH INSULATED CLOSURE & PASSAGE -WAY B MIL VAPOR BARRIER 8/ CRAWL SPACE 1 BARVISTA HOMES Johnstown _ CO REVISIONS: JUL 2 2 2005 DRAWN BY: G.YOUNG CHECKED BY: SCALE: 1 /8"=1,-0" DATE: 7/22/05 MODEL: NOTE INTERFACE DIMENSIONS AND LOADS ONLY BARVISTA MODEL R 1885 A TITLE: FOUNDATION SQ. FT_ 1867 S/N 1250