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Home My WebLink AboutApplication- PermitGarfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address CYO 0775'7 Nature of Work Building Permit Use of Building Owner L af NO. 14 (a a/r7-,3?-/-00- /706 Contractor Amount of Permit $ /03/. 75Y Date Clerk Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 gib Street, Suite 201, Glenwood Springs, CO 81601 /l� /� Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 it / 9/46 ParceUSchedule No:�/fir%�/ ✓p® e7 �A?si�G ?&ei. PE' y, • ON H REB •I • 0 TH'1' , y ` �.• y ,L. SUB ..j�y' ' • AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT �Gl: \rp/✓I C i.1. 1 • iAe �� n REVIEWED BY THE BUILDING DEPARTMENT. IN CONSID ION OF THE ISSSUANCE 0 p •:IS PERMIT, IGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIJ ADOPTED BY GARFIELD CO ' PURSUANT TO AUTHORITY GIVEN IN 3018.201 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 OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM 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. .v / THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR ESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER BUILDER, AND . WNER. CO/ ENTS ARE 531NTENDED TO BE CONSERVATIVE AIj IN SUPPORT OF THE OWNERS INTEREST. /♦ /- Jo n\ ,,MM . Garlun.003 - A •N I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): PJUi t (40T / GU•wArg, / Job Address: ,,y/j�, c. je ,, R ?,p / et, &/ C/�'� St et, 1 Lot No: Block No: Subd./ Exemption: 2 Owners yratfli Address Ph: ,frfie Wk P,o(/ 3 Contractor: sang eiSe Address: Ph: Lic. No. 4 Architeq/Engineer:�. Iron K....1 z Address: akr� sett Ph:rwy- Yea mss- Lic. No. /92y+1 5 Sq. Ft. of Building: Sq. Ft. of Lot: 0. a.r vas Height: i No. of Floors: 6 Use of Building:�� //I ' I "'7'� �N 9R��. 7 ( 11 Describe Work: 4n4 5 r LST -fei "�� 8 Class of Work: New/�T(C�� o Addition o Alteration o Remove ❑ Move 9 Garage: ❑ Single o Double I Carport: o Single o Double 10 x- Driveway Permit Q Ji On -Site Sewage Disposal el/ Site Plan 9*t p.eVA /1//7 (Septic) 11 Valuation o ork: $ i Adjusted Valuations: $ Q3 / 5 a O • OD 12 Special Conditions: /� n ' - v/�, �� ,,• &d,,"a."ex j�.•8j O) �6.ir// lir- Pdc'�7 T ie TICE A SEPARATE ELECTRICAL P T 15 REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. Plan Ch k Fee:. N/,{) Permit Fee: C� q9 76 - THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 1S NOT COMMENCED WITHIN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. Total Fee: Dated Permit Issued: /0 31.75 I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS OCC Group: Const. Type: APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE / I i N COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LA REGULATI G CONSTRUCTION OR THE PERFORMANCE OFCONST ',-CTION./ A - Zoning: Setbacks: !. , *,1! r / .r io �/ Manu. Home: ISDS No. & Fee: Ai i not, wig 4 APPROVAL/DATE APPROVAL/DATEDei J e7 �A?si�G ?&ei. PE' y, • ON H REB •I • 0 TH'1' , y ` �.• y ,L. SUB ..j�y' ' • AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT �Gl: \rp/✓I C i.1. 1 • iAe �� n REVIEWED BY THE BUILDING DEPARTMENT. IN CONSID ION OF THE ISSSUANCE 0 p •:IS PERMIT, IGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIJ ADOPTED BY GARFIELD CO ' PURSUANT TO AUTHORITY GIVEN IN 3018.201 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 OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM 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. .v / THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR ESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER BUILDER, AND . WNER. CO/ ENTS ARE 531NTENDED TO BE CONSERVATIVE AIj IN SUPPORT OF THE OWNERS INTEREST. /♦ /- Jo n\ ,,MM . Garlun.003 - A •N I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): PJUi t (40T / GU•wArg, / The following items are required by Garfield County for a final inspection: 1. 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. A complete bathroom, 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 1997 UBC 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, 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 occupancy, use and the issuance of a Certific. e of Occu. ancy for the dwelling under building permit # 7/Y6 .071 Signature Date Bpcont03/2004 FEF ESTIMATE FINISHED LIVING SPACE: Se-) X 69.00 =6J -W7) UNFINISHED BASEMENT: - X 41.00 = CRAWL SPACE: X 9.00 = GARAGE: ��n X 18.00 = /?ate UNCOVERED PATIO/DECK: 2.00 = COVERED PATIO/DECK: X 24.00 = MISC. MISC. 6033- 536 TOTAL VALUATION: 0� PLAN REVIEW FEE: 57J /Y ' PERMIT FEE: 17< TOTAL: /cf 5V 7% MANUFACTURED HOME SET UP FEE: SEPTIC - PERMIT: PERK: tucuua A Looat 3qw- Gam. Liisifs-0 • Wall< ins 09420 c. R. ?9 e,:le Co ford( ;Jan,3ya DO-Ilpfl t& Rai° Qza- GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because 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. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. 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. 1 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 decks, balcony, steps, band rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house - rap, (which is required), siding or any approved building material. 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, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, and a 36 inch frost depth. All 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 1997 UBC, UMC and 1997 UPC. 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: 106.3.1 (7.) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. j Yes V 2. Does the site plan also include any other buildings on the property, 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 permit on is located on a corner lot. Special setbacks dypply. Yes 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacenyproperties), streams or water courses? Yes �/ 4. Does the site plan indite the location and direction of the County or private road accessing the property? Yes 2 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? i Yes i9 6. 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 144 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's ama soffits? Yes rOg 8. Do the plans include design loads as required by 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 lgads? Yes �C 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes 0,14 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, rpof rafters or joists or trusses? Yes 1/ 11. Does the building section drawing or other detail include the method of positive connection of all cplumns and beams? Yes ,/ 12. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing (undisturbed) grade contours? Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Prase II certifications or phase II EPA certification? Yes No 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Buyling Code Chapter 37? Yes No 3 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Buildiyg Code? Yes ✓ No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes / No 17. 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 Ihese_ as?g Yes No ✓ /111 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes / No 19. 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 coven ts? Yes No 20. 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 application for a building permit? The building permit application will not be accepte wi out it. Yes No 21. Will thjs be the only residential structure on the parcel? ie5si de k% e Yes Y No Ifno-Explain: lci; 22. Have two/(2) complete sets of construction drawings been submitted with the application? Yes d ertiinatf 23. Do you understand that the minimum dimensions a home can be on a lot is 20ft.wide and 20ft. lof g? Yes 1/ No 24. Have you designed or had this plan designed while considering building and other constrution code requirements? Yes V No 4 25. Do your plans comply with all zoning rules and regulations in the County related to your properti zone district? Yes No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspec�f°n by the Garfield County Building Department? Yes 1/ No 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes t� No 28. 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 "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes ✓ No 29. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoons. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-500 . Yes No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00 re-inpsection fee? Yes / No 31. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occup cy and occupancy of the building? Yes V No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the niform Building Code? Yes Y No 33. 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 5 Department at 625-8601 or refer to the phone book for the State Highway Departments phone`ber. Yes U No 34. 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 person performing the work will be require at time of applicable inspection. Yes 5k 14 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 building permit application? Your attention in this is appreciated. Yes I/ No 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes 1/ No (please check with the building department about this requirement) 37. Are you aware, that if you receive your water and/or sewer from an Association, District, or Municipality you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption) at the time of the building permi,application submittal? Yes No N/A I hereby acknowledge that I have read, understand and answered these questions to the best of mylability. Sign*e of Owner Date gC41 Phone: ^4 a7\p/(t0 (days); (evenings) •` Project Name: oll<t(S ( p Project Address: Q%(90 C • R. • DSC, •) c°t'Q Notes: If you have answered "No" on any of the questions, ou 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. Bpminreg03/2004 6 1 PLAN REVIEW CHECKLIST Applicant G yifi1, /1.6 Date ( m -L 7c 07/ Building It 4. Engineered Foundation i 'Driveway Permit Ppru,17 ---faeoeyed Site Plan /Septic Permit and Setbacks --Grade/Topography 30% ,/ICtta�ch Residential Plan Review List 'Minimum Application Questionnaire y./ Subdivision Plat Notes as Fire Department Review uation Determination/Fees Line Plans/Stamps/Sticker 44 Attach Conditions plication Signed t lla�an Reviewer To Sign Application /Parc LeUSchedule No. 40# Snowload Letter- Manf. Hms. Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes GENERAL NOTES: T- {n4 reuac-P+ua, To e to t. / v; n S c1, qbo uc (Res 4e ce .P - 3 c pa Q toe ° op) 4 KURTZ & ASSOCIATES, INCORPORATED Structural Consultants 5012 County Road 154 Phone (970) 945-6305 Glenwood Springs, CO 81601 Fax (970) 945-1093 GREG WATKINS c/o High Country Carpet Care & Restoration P. O. 192 Silt, Co. 81652 RE: Barn Structure at 460 County Road 259 (460 Jewell Lane, Silt Mesa) Garfield County, Co. April 2, 2004 At your request, on 20 March 2004, 1 performed a structural inspection of the noted structure. 1 understand that you constructed the 2 story, wood framed structure in the fall of 2003 as an agricultural building. As such, a building permit, plan review, and inspections were not required by Garfield County at that time. Further, 1 understand that Garfield County has requested that the structural capacity be evaluated relative to a change in use of the structure from an agricultural bam to a bam which includes an office on the second floor. In plan, the two story structure measures approximately 40'-0" east - to - west by 24'-0" north - to - south. On both the north and south sides of the two story structure, a one story, partially enclosed, one story shed was also constructed. Each shed runs the full 40'-0" length of the barn, and is 13'-0" wide. 1 understand that the floor of the 'barn' portion of the structure is a 4" to 5" inch thick concrete slab - on - grade that was placed monolithically with thicketed edges. 1 understand that the thickened edges are 16" to 18" deep and reinforced with continuous #4 rebar top and bottom. The floor slab appeared to be in excellent condition: 1 observed no significant cracks in the slab, there was no signs of deterioration or differential settlement. At the time of the inspection 1 reconunelded that, to pratect the foundations from frost heave, that the exposed edges of the slab, on the east and west sides of the building, be protected with a skirt of rigid insulation. The continuous skirt should extend 12" from the face of the slab. The insulation should be 1.1/2" thick extruded polystyrene. The two story wood framed 'barn' structure is as follows: 1. Premanufactured roof 'common' roof trusses, spaced at 24" on center, span 24'-0" north -to - south. The trusses are stamped by Trus -Fab of New Castle, Co. for a total Toad capacity of 60 PSF and a spacing of 24" on center. Each truss is attached to the wall top plate, each end, with a standard hurricane tie. 2. Upper level exterior walls are 2 x 4 studs spaced at 16" on center. Maximum window openings are 6'-0" wide. Headers above the windows are (2) - 2 x 10's, typical, and the headers are all supported each end with (2) - 2 x 4's (one jack + one king). 3. Floor joists for the upper level floor of the 'barn' are 16" BC11650 premanufactured 'I' 2 joists (Mfr. = Boise Cascade Corp.). The 16" deep joists are spaced at 16" on center, and they clear span 24'-0" north -to -south. The floor joists are structurally adequate to safely support the m -place dead load plus a office design live load of 50 PSF. 4. Perimeter framed walls which extend from the foundation and support the upper level floor are 2 x 6 studs spaced at 16" on center. There are no openings in the lower level, north and south, bearing walls. There are two 4'-0" wide window oparings in the lower level west wall. There is a 9'-0" high by 10'-0" wide garage door opening in the lower level east wall. The garage door opening is framed with a (3) - 1.3/4" x 11.7/8" LVL (Laminated Veneer Lumber) header. All of the lower level wall framing is structurally adequate. The one story shed structures on the north and south sides of the bam are framed as follows: 1. Rafters span 12'-0" north - to - south from the bam to an exterior post and beam line. The rafters are 2 x 6's (Hem -Fir No. 1 and No. 2) spaced at 16" on centers. The metal roofing is supported on 2 x 4 purlins spaced at 30" on center which lay flat and span between the rafters. The 2 x 6 rafters are slightly over -stressed when subjected to the design snow load of 40 PSF. Our office recommends that the usage of the shed spaces be limited to storage. 2. The rafters are supported at the north and south wall of the bam with LU -24 joist hangers nailed to a continuous 2 x 6 wood ledger. The ledger is screwed and nailed through the structural wall sheathing to the BCL rim joist. The screws consist of 1/2" diameter lag screws spaced at 32" on cuter. Nails consist of 16 penny nails at a variable spacing, from 12" to 16" on center. Our office recommends that the ledger - to - rim connection be strengthened with with addition of 1/2" diameter by 4" lag screws spaced at 32" on center mid -way between the existing lag screws. 3. The post and beam system which supports the `outside' edge of the shed rafters consists of 4 x 4 posts spaced at 8'-0" on center with (2) - 2 x 8 beams spanning between posts. The post - to beam connection utilizes light gage, galvanized, nailed post caps. The posts are supported on 10" diameter concrete piers with light gage, galvanized post bases. The post and beam system is structurally adequate. Our office performed a structural analysis of the framing system. All components of the system are structurally adequate, except for the noted exceptions. In summary, our office recommends; 1. The addition of the rigid insulation to 'frost protect' the exposed portions of the foundation. 2. The shed ledger - to - bam rim connection be strengthened. 3. The sheds be limited to storage or agricultural uses. (Alternately, the shed rafter systems could be upgraded with the addition of 1.3/4" x 5.1/2" LVL `sister' rafters spaced at 32" on center.) The code enforcing agency for the project is Garfield County. The current code adopted by the county is the 1997 Uniform Building Code (UBC). It is our professional opinion that the structure is adequate to safely withstand design snow Toads of 40 PSF, and Exposure B wind loads with a basic wind speed of 80 MPH. The upper level floor of the two story structure is adequate to safely support a design floor load of 50 PSF. Please be aware that this report is limited in scope to those conditions which are directly related to the framing and foundation systems. Thank you for contacting Kurtz and Associates to assist you in this matter. Please feel free to contact us if you have any questions or require further information. Sincerely, Kurtz and Associates, Inc. Brian Kurtz, P.E. rte =te 18744 0 • i' J. KURTZ & ASSOCIATES, INCORPORATED 5012 County Road 154 Glenwood Springs, CO 81601 GREG WATKINS do High Country Carpet Care & Restoration P. O. 192 Silt, Co. 81652 Structural Consultants Phone (970) 945-6305 Fax (970) 945-1093 RE: Barn Structure at 460 County Road 259 (460 Jewell Lane, Silt Mesa) Garfield County, Co. April 2, 2004 At your request, on 20 March 2004, I performed a structural inspection of the noted structure. I understand that you ceaetmded the 2 story, wood framed structure in the fall of 2003 as an agricultural building. As such, a building permit, plan review, and inspections were not required by Garfield County at that time. Further, I understand that Garfield County has requested that the structural capacity be evaluated relative to a change in use of the structure from an agricultural bam to a ban which includes an office on the second floor. In plan, the two story structure measures approximately 40'-0" east - to - west by 24'-0" north - to - south. On both the north and south sides of the two story structure, a one story, partially enclosed, one story shed was also constructed. Each shed runs the full 40'-0" length of the bam, and is 13'-0" wide. I understand that the floor of the `barn' portion of the structure is a 4" to 5" inch thick concrete slab - on - grade that was placed monolithically with thickened edges. I understand that the thickened edges are 16" to 18" deep and reinforced with continuous #4 rebar top and bottom. The floor slab appeared to be in excellent condition: I observed no significant cracks in the slab, there was no signs of deterioration or differential settlement. At the time of the inspection I recomm&ided that, to protect the foundations from frost heave, that the exposed edges of the slab, on the east and west sides of the building, be protected with a skirt of rigid insulation. The continuous skirt should extend 12" from the face of the slab. The insulation should be 1.1/2" thick extruded polystyrene. The two story wood framed 'barn' structure is as follows: 1. Premanufactured roof 'common' roof trusses, spaced at 24" on center, span 24'-0" north -to - south. The trusses are stamped by Trus -Fab of New Castle, Co. for a total Toad capacity of 60 PSF and a spacing of 24" on center Each truss is attached to the wall top plate, each aid, with a standard hurricane tie. 2. Upper level exterior walls are 2 x 4 studs spaced at 16" on canter. Maximum window openings are 6'-0" wide. Headers above the windows are (2) - 2 x 10's, typical, and the headers are all supported each end with (2) - 2 x 4's (one jack + one king). 3. Floor joists for the upper level floor of the 'barn' are 16" 13Cl/650 premanufactured `I' A J. 2 joists (Mfr. = Boise Cascade Corp.). The 16" deep joists are spaced at 16" on center, and they clear span 24'-0" north -to -south. The floor joists are structurally adequate to safely support the in-place dead load plus a office design live load of 50 PSF. 4. Perimeter framed walls which extend from the foundation and support the upper level floor are 2 x 6 studs spaced at 16" on center. There are no openings in the lower level, north and south, bearing walls. There are two 4'-0" wide window openings in the lower level west wall. There is a 9'-0" high by 10'-0" wide garage door opening in the lower level east wall. The garage door opening is framed with a (3) - 1.3/4" x 11.7/8" LVL (Laminated Veneer Lumber) header. All of the lower level wall framing is structurally adequate. The one story shed structures on the north and south sides of the ban are framed as follows: 1. Rafters span 12'-0" north - to - south from the ban to an exterior post and beam line. The rafters are 2 x 6's (Hem -Fir No. 1 and No. 2) spaced at 16" on centers. The metal roofing is supported on 2 x 4 purlins spaced at 30" on center which lay flat and span between the rafters. The 2 x 6 rafters are slightly over -stressed when subjected to the design snow Toad of 40 PSF. Our office recommends that the usage of the shed spaces be limited to storage. 2. The rafters are supported at the north and south wall of the barn with LU -24 joist hangers nailed to a continuous 2 x 6 wood ledger. The ledger is screwed and nailed through the structural wall sheathing to the BCI rim joist. The screws consist of 1/2" diameter lag screws spaced at 32" on center. Nails consist of 16 penny nails at a variable spacing, from 12" to 16" on center. Our office recommends that the ledger - to - rim connection be strengthened with with addition of 1/2" diameter by 4" lag screws spaced at 32" on center mid -way between the existing lag screws. 3. The post and beam system which supports the `outside' edge of the shed rafters consists of 4 x 4 posts spaced at 8'-0" on carter with (2) - 2 x 8 beams spanning between posts. The post - to beam connection utilizes light gage, galvanized, nailed post caps. The posts are supported on 10" diameter concrete piers with light gage, galvanized post bases. The post and beam system is structurally adequate. Our office performed a structural analysis of the framing system. All components of the system are structurally adequate, except for the noted exceptions. In summary, our office recommends; 1. The addition of the rigid insulation to 'frost protect' the exposed portions of the foundation. 2. The shed ledger - to - bam rim connection be strengthened. 3. The sheds be limited to storage or agricultural uses. (Alternately, the shed rafter systems could be upgraded with the addition of 1.3/4" x 5.1/2" LVL 'sister' rafters spaced at 32" on center.) The code enforcing agency for the project is Garfield County. The current code adopted by the county is the 1997 Uniform Building Code (UBC). It is our professional opinion that the structure is adequate to safely withstand design snow loads of 40 PSF, and Exposure B wind loads with a basic wind speed cf-80 MPH. The upper level floor of the two story structure is adequate to safely support a design flbor lad o150 PSF. • 3 Please be aware that this report is limited in scope to those conditions which are directly related to the framing and foundation systems. Thank you for contacting Kurtz and Associates to assist you in this matter. Please feel free to contact us if you have any questions or require further information. Sincerely, Kurtz and Associates, Inc. Brian Kurtz, P.E. Tereasa Baker From: Wendy Mead Sent: Thursday, April 22, 2004 12:59 PM To: Tereasa Baker Cc: Kraig Kuberry Subject: Exemption for Greg Watkins Hi Teresa, Kraig has another exemption for you. AO ' 460 CR 259 Rifle, CO 81650 625-4476 The property does not need a driveway permit, as it is part of the Antler's Orchard subdivision. Have a great day! Wendy 01/6oc2e- 9 Rift . ,. ob coal 44 Ze- 1'h O 1 a4* f, _z_ ? im x Q 1p A - r , -IA , , n o 74 ciart Z ki N P t All / 75° 3C3 ) I^ J) ~' I err! r At he -� 41 i 6 0 y N ±=yi v, O.0 'b z .E� a zim a • >"z y 1.jitz Z ety /SO to d t41) 'E— �j 3 ai N cd O • d C O O, 151T C K R A• . - y 'O LP -as ❑d o tl 0 y co 0 crl On Tt6 O C 00 H c Cd N b 1 'a7 N colu v >-• `) O tlw \%\: q ++ • ti 0 i �ckS C .-Nd .,- � o 0 4 0 0• 00 3 2 Q d U MI cd County Road (Note the Road Number and Name) ?iv g'-( MIN In summary, our office recommends; 1. The addition of the rigid insulation to 'frost protect' the exposed portions of the foundation. 2. The shed ledger - to - bam rim connection be strengthened. 3. The sheds be limited to storage or agricultural uses. (Altemate yIshed rafter systems could be upgraded with the ad i of 1.3/4" x 5.1/2" LVL 'sister' rafters spaced at 32" on cente . it *o/osA 2-ok- The code enforcing agency for the project is Garfield County. The current code dopted by the county is the 1997 Uniform Building Code (UBC). It is our professional opinion that the structure is adequate to safely withstand design snow loads of 40 PSF, and Exposure B wind loads with a basic wind speed of 80 MPH. The upper level floor of the two story structure is adequate to safely support a design floor Toad of 50 PSF. GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 • INDIVIDUAL SEWAGE DISPOSAL PERMIT • PROPERTY Owner's Namet, (31()9 • ,System Location Present Address/0/192 5r_ Legal Description of Assessor's Parcel No SYSTEM DESIGN 5- /5 -to 2- 1W ao O4'& (/2 45", noGlIclOWIF6r$ • Permit N'_' 3 9 6 d Assessor's Parcel No. This does not constitute a building or use permit. phonon) ,"'/a7- 3Y%1c-/ Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) /• Required Absorption Area - See Attached Special Setback Requirements: Date F-, c'/ X47*c'fl1-erg-nal z 3g� Sys ai't Ant' /'-c- 3 V S/AK, Z. X T1" /7l if Inspector Glir Lief, '93 ez V y9641 /G 3r4 FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Cali for Inspection (24 hours notice) Before Covering Installation } System Installer V (Vert Septic Tank Capacity 1 5 V b Septic Tank Manufacturer or Trade Name W Lun-41--- Septic Tank Access within 8" of surface 14:2,4'.. - Absorption Area ., D° Q --7-6-4A. Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements 9.Ar' Other Date *CONDITIONS: Inspector l c•C -"Amak. RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine —6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 011G0 et 231 Permit No. 9/ VC. I have this day inspected this structure and these premises and found the following corrections needed: Cage Cie.iest-enta kt “:44ALt- 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. ___?-5--10 Date ! 20 Building Inspector Phone (970) 945-8212 No. Cl/ Tt�v Assessor's Parcel Not/7?7-39J-(4 lh33 Date [v -/63 -6V Phone #(d5- 1/76 Phone # Zoning BUILDING PER. IT ARD Job Addre s r ��• Owner L.IWJWI Addres ai, Contracto )(C3V1�K 1 Address Setbacks Front Rear oils Tdst •. Founds // / .� _ Foundation ZGC+ Grout Underground Plumhinn Rough Plumbing Framing Insulation 3- 3-O �/Hw�G" -' Roofing �l/�,�yy� Drywall 3- • o -t�7' Gas Piping 8-5- RH INSPECTIONS LH Weatherproofing Mechanical Electrical Rough (State) Electri ��'{{ al ) %� Final :.�#1" •�...•(' Completed? Certifi at 0 •..a # AC, Si/ Date Septic System #� Date �� Final a'��0-ay/iglt- Other NOTES (continue on back) • BUILDING PERMIT .GARFIELD COUNTY, COLORADO Date Issued .t+tY Zoned Area Permit No I.L.. cga 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 LL AND VOID. Use 0 Address Owne Contractor S Setbacks Front --Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing ^,_• _ - "�'e_ 6. ` 7 Foundation C _ Underground Plumbing Insulation g _ -off Rough Plumbing _s-- U yyc_, Drywall 50. 0 5r ` Th& i Chimney & Vent �3�K _ Electric Final (by tate Insp ori -/g Gas Piping g -S O9 t, ri Final ,a/ �� , Electric Rough (By Stat lnLWecC) f ` Septic Final . 7_ 3 o cif. �� LL ii Framing c),3,3j _D 4 it .„ (To include Roo in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED WHETHER INTERIOR OR EXTERIOR, AND APPROVED BEFORE COVERING - UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 3845003 109 8th Street County Courthouse Glenwood Springs, Colorado. APP QVEDDO NOT DESTROY THIS CARD Da Byrn IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC