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Home My WebLink AboutApplication- PermitJob Address Garfield County Building, Sanitation, & Planning Department 108 8`h Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. $ ` 1'a jay ObLn a Nuts, Nature of Work Building Permit 93f ?,\7 -Cfl -rc1 Use of Building OwnerR(7)j.j `• Contractor 0 tk-f l Amount of Permit $ a .a 7 -P I " _tln, ire -e KLosj Date Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8th Street, Suite 201, Glenwood Springs, CO 81601 /¢CG7. df ? O / ZB y— Phone: 970.945-82121 Fax: 970-384-3470 / Inspection Line: 970-384-5003 Permit No: Zj 9q Parcel/Schedule No: 2 3913/ Z0000 7 AGREEMENT PERMISSION 1S HEREBY GRANTED TO TE 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 CONSIDERATION 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 IN 30.28101 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. 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 THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 � lb � 1rtl{EREBYAC NOWLEDGETHATIHAVEREADANDUNDERSTANDTHEAGREEMENTABOVE(INIT0IAL) 1113 Cj 63656 Job Address: /5-4/5o ifidt! 8z wbortc2ak Fla-3 1 Lot No: Block No: Subd. / Exemption: 2 Owner: (JM9� oad/o 4.tn es Mos/AAfel / Address to RsdaI 0q/2 at 13 ivy "ph: ill Sys 6 /sem Wk Ph: 3 Contractor: 54-Prif Address: PIL9 fit.' eye •58 /7 Lic. No. 4 Architect/Engineer: rel dnfbP-IUULO//J6-5 Address: b /iit fro• 399 AI i(2disa. Ph: 970-Lo9-/87A Lic. No. 5 S F of Building: �/16G 0 S Ft. of Lot: 13$ opo -L Height: s 71 No. of Floors: / 6 Use of Building: Srnt•riPciler• off' 45(1Cti Hurd 1 -73144,' ACfs Airs& 7 Describe C, NEA/ 00N57-4.4.A-cr7 oAI 8 Class of Work: .a New o Alteration o Remove ❑ Addition o Move 9 10 Garage: o Single o Double Carport: ❑ Single ❑ Double o Driveway Permit a- On -Site S age Disposal e— Site Plan CALF flE ctz /09 (Septic) 11 Valuation of Work: S / s�/ 0 00 Adjusted Valuations: SieB'� / 1I0 •71 S.W. 12 / Con itions: �- /VD/ v� 4< A SEPARATE ISSUED THIS AUTHORIZED CONSTRUCTION PERIOD I HEREBY APPLICATION PROVISIONS COMPLETED GRANTING TO VIOLATE LOCAL OF CONSTR NOTICE ELECTRICAL PERMIT 15 REQUIRED BY THE STATE OF COLORADO. PERMIT BECOMES NULL. AND VOID IF WORK OR IS NOT COMMENCED WITHIN 180 DAYS• OR WORK IS SUSPENDED OR ABANDONED OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. CERTIFY THAT I HAVE READ AND AND KNOW THE SAME TO BE TRUE AND OF LAWS GOVERNING THIS TYPE OF WORK WITHIN WHETHER SPECIFIED HEREIN OF A PERMIT DOES NOT PRESUME TO OR CANCEL THE PROVISIONS OF ANY LAW REGULATING CONSTRUCTION OR THE CTION. AND MUST BE CONSTRUCTION OR, IF FOR A EXAMINED THIS CORRECT. ALL WILL BE OR NOT. THE GIVE AUTHORITY OTHER STATE OR PERFORMANCE 3 Plan Check Fee: 8)7. Oz ermit Fee: i/2 g/ ,96^ Total Fee: Dated Permit Issued: 2'a -23. 9 7 OCC Grog: Const Type: 11!,,,,111... 4 fV AL Zonin6: ' ^ JL/ K IA .l YJ Setbacks: Manu. Home: ISDS Na & Yee: '// .] t") - 89 . r .I , . b' WNER `/ T,/ `.` —I' l �.. I -».o .• ��-.n //./%/� BLDG , ,-. r• 'APPROVAL/DATE / .1f'1 n J' t AGREEMENT PERMISSION 1S HEREBY GRANTED TO TE 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 CONSIDERATION 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 IN 30.28101 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. 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 THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 � lb � 1rtl{EREBYAC NOWLEDGETHATIHAVEREADANDUNDERSTANDTHEAGREEMENTABOVE(INIT0IAL) 1113 Cj 63656 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. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOTOCCUPY 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 PREMISE UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupanc useeand the issuance of a Certificate of Occupancy for the dwelling under building permit# /2 -zY-°3 Signature Date BpcontO82002 PLAN REVIEW CHECKLIST ApplicantRol„v a Date /-LZ -04 Building .✓ Engineered Foundation rna ../Driveway Permit ,44CgM /*fiF04-10- Sun eycd Site Plan) SO ..---Septic Permit and Setbacks ✓Grade/Topography 30% Q.AAtttach Residential Plan Review List ✓Minimum Application Questionnaire dill LLSubdivision Plat Notes ✓t��ire Department Revile imp" lts?i4e. 240•09 Valuation Determination/Fees 9144 /Red Line Plans/Stamps/Sticker Attach Conditions ✓Application Signed i--15-1; Reviewer To Sign Application /P Larcel/Schedule No. ing/Zoning erty Line Setbacks Setbacks Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes k. 4.40# Snowload Letter- Mardi Hms_ GENERAL NOTES: FFicE 4 34 t (el. (o6 z 31g.57.� tJkilogrAIR 4224 14 Z S. 3o 1Q& 3‘7.2o /4l97/g.`6 J GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. 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. 1 7 Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade 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 roofing 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. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. NOTE: 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. Yes (/ 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed syrveyor with their signature and professional stamp on the design. Yes l/ No Not necessary for this project 3. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance 2 only", "f..pproval drawings only", "For pcunnit issuance only" or similar language? Yes ✓ No Not necessary for this project 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes No V Not necessary for this project 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes 17 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes ✓ No Not necessary for this project 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundati9n plan for this building? Yes ✓ No Not necessary for this project 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No Not necessary for project ✓ 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spas and soffits? Yes ►/ No Not necessary for this project 10. Do the plans include design loads as required under the Uniform Building Code for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes ✓ No Not necessary for this project 11. Do the plans include design loads as required for floor loads under the Uniform Building Code Chapter 16 and Tables 16A, 16B and 16C? Yes V No Not necessary for this project 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof con ction? Yes V No Not necessary for this project 13. Is the wird speed and exposure design included in the plan? Yes V No Not necessary for this project 3 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes ✓ No Not necessary for this project 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes ✓ No Not necessary for this project 16. Does the 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 toe fisting grade contours? Yes lNo Not necessary for this project 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes No ✓ Not necessary for this project 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 31? Yes No ✓ Not necessary for this project 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? / Yes No Not necessary for this project V 20. Does the plan include a window schedule or other verification that windows provide natural li t and ventilation for all habitable rooms? Yes No Not necessary for this project 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub • enclosures and specify safety glazing for these areas? Yes No Not necessary for this project 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes No {/ Not necessary for this project 23. Have all areas in the building been accurately identified for the intended use? (Occup y as identified in the Uniform Building Code Table 5-A) Yes V No Not necessary for this project 4 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes No Not necessary for this project V- 25. 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No / Not necessary for this project 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes 1/ No Not necessary for this project 1 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes ✓ No 29. Have you designed or had this plan designed while considering building and other construcsion code requirements? Yes V No Not necessary for this project 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes ✓ No 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes V- No 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes ✓ No 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building it? Yes No 5 7 34. 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 Occupant and occupancy of the building? Yes V No 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Codes? Yes ✓ No 36. Are you aware that 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 afternoon. 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 384-5003. 37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00 re -inspection fee? Yes V No 38. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes ✓ No 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be require at time of inspection. Yes No 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule Number for the lot you are applying for this permit on prior to submittal of the building permit application? Your attention in this is appreciated. Yes ✓ No 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes No (Please check with the building department about this requirement) 6 I hereby acknowledge that l have read, understand, and answered these questions to �J the best of my ability. %✓� /2' O3 Signature Date Phone: 9vs-- Co (days); adad'9ve •Sg / 7 (evenings) Project Name: R06/NY 0/✓ Sfl )P Project Address: /5-415-60 8 - o�/Q�L� , (o t /6 Z 3 Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. 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. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm 11/2003 7 GYPSUM WALLBOARD, WOOD STUDS Base layer a/e" type X gypsum wallboard or gypsum veneer base applied at right angles to each side of 2 x 4 wood studs 16" o.c., staggered 8' o.c. on 2 x 6 wood plates, with 6d coated nails, 1r/a" long, 0.085" shank, 1/4' heads, 24' o.c. Face layer s/s' type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 8d coated nails, 23/s" long, 0.113" shank, o/ax" heads, 8' o.c. Vertical joints staggered 16' each layer and side. Sound tested with nails for base layer spaced 6" o.c. Horizontal bracing required at mid height. (LOAD-BEARING) Thickness: Approx. Weight Fire Test: Sound Test: 111 Orelatitailletke 8" 13 psf See WP 4135 (FM WP 360, 9-27-74) NGC 2377, 5-19-70 GYPSUM WALLBOARD, WOOD STUDS Base layer a/s" type X gypsum wallboard or gypsum veneer base applied at right angles to each side of 2 x 4 wood studs 24" o.c. with 6d coated nails, 17/s' Fong, 0.085" shank,'/4" heads, 24° c.c. Face layer 5/4' type X gypsum wallboard or gypsum veneer base applled at right angles to each side whh 8d coated nails, 23/s• long, 0.100' shank, t/4" heads, 8' o.c. Joints staggered 24' each layer and side. Sound tested with studs 16' o.c. and with nails for base layer spaced 6" o c. (LOAD-BEARING) 514-0/?4r et. Tu -At Thickness: Approx. Weight: Fire Test: Sound Test: 6Va" 12 psf FM WP 360, 9-27-74 NGC 2363, 4-1-70 GYPSUM WALLBOARD, WOOD Si' DS Base layer ii/e' type X gypsum wallboard or veneer base appl • parallel or at right angles to each side of 2 x 4 wood studs 16' o.c. with 11/4' Type W • rywall saews 12' o.c. Face layer s/e' type X gypsum wallboard or veneer base applied parallel or at right angles to each side with Ws' Type W drywall screws 12' o.c. and -et 6' from screws in base layer. Joints staggered 16' each layer and side. (LOAD-BEARING) WaltZeitIVIESOMISSCA aliatealaksaltablaraer Thickness: 61/e' Approx. Weight: 12 psf Fire Test: SW RI 01-5920-614, 12-5-94 Sound Test: See WP 4135 (NGC 2363, 4-1-70) This Space Left Blank 62 I Contact the manufacturer for more detailed information on proprietary products. GA -600-2000 J/bh 17.4(3 /ruson/ PARCEL A: rig -Ac -t r 3 91 31 z co oo EXHIBIT A Act a6 /\ 0//z95 - A PARCEL OF LAND SITUATED IN GOVERNMENT LOT 5 OP SECTION 31, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SECTION 31, A BL74 1987 3 1/4" ALUMINUM CAP, THENCE N 89 DEGREES 55' 23" E ALONG THE NORTHERLY LINE OF SAID SECTION 31 A DISTANCE OF 394.22 FEET TO THE POINT OF BEGINNING; THENCE N 89 DEGREES 55' 23" E ALONG THE SAID NORTHERLY LINE OF SAID SECTION 31 A DISTANCE OP 474.93 FEET TO THE NORTHWEST CORNER OF RECEPTION NO. 435958; THENCE LEAVING SAID NORTHERLY LINE OF SAID SECTION 31 5 00 DEGREES 00' 03" W ALONG THE WESTERLY LINE OF RECEPTION NO. 435958 AND RECEPTION NO. 585462 A DISTANCE OF 513.62 FEET TO THE NORTHERLY RIGHT OF WAY OF COLORADO HIGHWAY 82) THENCE 14 80 DEGREES 30' 40" W ALONG SAID RIGHT OF WAY A DISTANCE OF 477.37 FEET TO THE SOUTHEAST CORNER OF THE RANCH OF THE ROARING FORK SUBDIVISION; THENCE LEAVING SAID RIGHT OF WAY N 00 DEGREES 03' 37" E ALONG THE EASTERLY LINE OF SAID SUBDIVISION A DISTANCE OF 232.96 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE N 01 DEGREES 13' 58" W A DISTANCE OF 201.37 FEET TO THE POINT OF BEGINNING. COUNTY OF GARFIELD STATE OF COLORADO PARCEL B: A PERMANENT EASEMENT N0. PE -109 OF TEE DEPARTMENT OF TRANSPORTATION, STATE OP COLORADO PROJECT NO. CX(PC) 24-0082-26 IN LOTS 5 AND 18, SECTION 31, TOWNSHIP 7 SOUTH, RANCH 87 WEST OF THE SIXTH PRINCIPAL MERIDIAN, IN GARFIELD COUNTY, COLORADO, SAID PERMANENT EASEMENT BEING MORE PARTICULARLY DESCIRBED AS FOLLOWS: BEGINNING AT A POINT FROM WHICH THE SECTION CORNER COMMON TO SECTIONS 25 AND 36, T. 7 5., R. 88W., 6TH P.M., AND SECTIONS 30 AND 31, T. 7 S., R. 87 W., 6TH P.M., A 1987 U.S. DEPARTMENT OF THE INTERIOR, BUREAU OF LANDMANAGEMENT 3" ALUMINUM CAP, BEARS N. 60 DEGREES 20' 30" W. A DISTANCE OP 1, 107.14 FEET; 1. THENCE S. 79 DEGREES 28' 00" E. A DISTANCE OF 96.84 PEET TO THE EASTERLY BOUNDARY LINE OP THAT PARCEL RECORDED IN BOOK 589 AT PAGE 101 OF THE GARFIELD COUNTY RECORDS; 2. THENCE N. 01 DEGREES 02' 40" E., ALONG THE SAID EASTERLY LINE, A DISTANCE OF 50.69 FEET; 3. THENCE N. 79 DEGREES 28' 00" W. A DISTANCE OF 199.64 FEET TO THE WESTERLY BOUNDARY LINE OF THE ABOVE RECORDED PARCEL; 4. THENCE E. 01 DEGREES 02' 40" W., ALONG THE SAID WESTERLY LINE, A DISTANCE OF 50.69 FEET; 5. THENCE 5. 79 DEGREES 28' 00" E. A DISTANCE OF 102.80 FEET, MORE DR LESS, TO THE POINT OP BEGINNING. COUNTY OP GARFIELD STATE OP COLORADO GY240288 PR N0. CX(FC) 24-0082-26 PARCEION EAST OF CARBONOALE N/ PARCEL N0. PE -109 /Jim goo I►'�SPERM A NENT EASEMENT Sifr"'0 ,rjol KNOW ALL MEN BY THESE PRESENTS, that BROCK C. READS AND CHERYL L. ' READE, J.T. of GARFIELD County, State of Colorado, Grantor, for and in consideration of the sum of ONE DOLLAR ($1.00), and other valuable consideration. in hand paid by THE MARY ANN HYDE REVOCABLE TRUST, Grantee, receipt of which is hereby acknowledged, has given and granted and by these presents does hereby give and grant unto the said Grantee, its heirs, successors, and assigns a PERPETUAL EASEMENT on, along, over and across the following described premises, to -wit; A permanent easement No. PE -109 of the Department of Transportation, State of Colorado, Project No, CX(FC) 24-0082-26 containing 0.229 acres, more or Lees, in Lots 5 and 18, Section 31, Township 7 South, Range 87 West of the Sixth Principal Meridian, in Garfield County, Colorado, saLd permanent easement being more particularly described as follows; Beginning at a point from which the section corner common to Section. 25 and 36, T. 7 S., R. 88 W., 6th P. M., and Sections 30 and 31, T. 7 S., R. 87 W., 6th P. M., a 1987 U.S. Department of the Interior, Bureau of Land Management 3' aluminum cap, bears N. 600 20' 30" W. a distance of 1,107.14 feet; 1. Thence S. 790 28' 00' E. a distance of 96.64 feet to the easterly boundary line of that parcel recorded in Book 589 at Page 101 of the Garfield County records; 2. Thence N. 010 02' 40' E., along the said easterly line, a distance of 50.69 feet; 3. Thence N. 790 28' 00" W. a distance of 199.64 feet to the westerly boundary line of the above recorded parcel; 4. Thence S. 010 02' 40' W., along the said westerly line, a distance of 50.69 feet; 5. Thence S. 790 28. 00' E. a distance of 102.80 feet, more or leas, to the point of beginning. leas. The above described permanent easement containa 0.229 acres, more or For the purpose of the use and maintenance of an access roadway to that portion parcel described in Book 734, Page 486 Lying westerly of that parcel recorded in Book 589, Page 101, both of the records of the Clerk and Recorder of Garfield County, Colorado. Basis of Bearings; 5. 10 04' 50' W. along the line from the corner common to Sections 25 and 36, T. 7 S., R. 88 W., 6th P. M., and Sections 30 and 31, T. 7 S., R. 87 W., 6th P. M., a 1987 U.S. Department of the Interior, Bureau of Land Management 3' aluminum cap, to the witness corner to the 1/4 corner of said Section 36 and said Section 31, a Garfield County Surveyor 3' brass cap. AFTER RECORD:NG PLEASE RETURN TO: The Dt prime" '' Welveye of the Stele of Colorado Fbghway 011i•.•,. 'ling a201 Eatl r '.venue Denvev. 601Orsur0 80222 ATTENTION: RIghl of Way Sadbn y• PROJECT CX(FC) 24-0082-26 PARCEL NO. PE -109 PAGE TWO Signed this day of 191/ . STATE OF COLORADOt�) COUNTY OF�arr/ie/Of ) as. BOOK 823 PRCE822 The foregoing instrument wan acknowledged before me this #(!.:1 -7 -day of Pee. .,l . 194/ , by SJtor/C G. /T�/ rtO'r?r My Commission Expires A../„, j9 /e% 99 • Witness my hand and official seal. yzz Se..7`l 6 Notary Public / / Address /'Y6w,o Tel/ Ga 4 /So/ it Cr. .:.ti Jfd:6: ra.: ,E RETURN TR �\ The Or, time- ,arrays W the State of Colorado Micrwey 011v • '9m; 4201 E,rr' •.wnua ,.H, Convey, Cotordo 80222 ATTENTION. Rem d Wry SKIM. b GILD ,uc, a,2 ;.406!: Gafield County S —4) Building and Planning 108 8th Street Ste 201 Glenwood Springs, Colorado 970-945-8212 Plan analysis based on the 1997 Uniform Building Code Project Number: Project Name: Jim Robinson Address: 15450 Hwy 82 Occupancy: B Construction: V -N Date: January 22, 2004 Contractor: Owner Architect: Engineer: Sutton Report By: A. Schwaller NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. DIRECTION BOUNDARY NORTH Property line EAST Property line SOUTH Public way WEST Property line Allowable area increased SEPARATION AREA INCREASE 95.0 Feet 310.0 Feet 200.0 Feet 115.0 Feet 100.% for open - - Sec. 505.1 FL NAME FIRE PROTECTION 95.0 Feet 310.0 Feet 200.0 Feet 115.0 Feet area on 4 sides. OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Office 1 Repair Garage TOTAL FOR FLOOR BUILDING TOTAL - - Sec. 504 and Table 5-B B ok H4 ok 636 4134 4770 4770 The actual height of this building is 26. feet. 16000 0.04 10200 0.41 10718 0.45 10718 0.45 ok ok ok ok Page # 2 Code review for: Project Id.: Jim Robinson Address: 15450 Hwy 82 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required H4 0 hour 0 hour None Any No B 0 hour 0 hour None Any No EAST For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required H4 0 hour 0 hour None Any No B 0 hour 0 hour None Any No SOUTH For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required H4 0 hour 0 hour None Any No B 0 hour 0 hour None Any No WEST For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required H4 0 hour 0 hour None Any No B 0 hour 0 hour None Any No None No fire protection requirements for openings. 3/4 hour Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Not Allowed -- Openings are not permitted in this wall. Page # 3 Code review for: Project Id.: Jim Robinson Address: 15450 Hwy 82 OTHER BUILDING ELEMENTS Table 6-A ELEMENT MATERIAL RATING Interior Bearing wall Any 0 hr Interior nonbrg wall Any 0 hr Structural Frame Any 0 hr Exterior Struct Frame Any 0 hr Floor/Ceiling Assembly Any 0 hr Roof/Ceiling Assembly Any 0 hr Stairs Any None NOTES See footnote #1 See Footnote #18 FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall' be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 9) In areas with vehicles or airplanes, the floor shall be of noncombustible, nonabsorbent materials. -- Sec. 307.2.2 18) In areas containing hazaradous materials, the floor shall be of noncombustible, liquid -tight construction. -- Sec. 307.2.2 RAFT STOP If there is combustible construction in the roof/ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 3,000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 708.3.1.2.2 9CCUPANCY SEPARATIONS -- Table 3-B J -14-B lhr Offices less than 25% of major use do not require a separation. -- Sec. 302.1 exc. 2.2 HEATING EQUIPMENT SEPARATION: FOR H4 • ANCY: A 2hr occu.a,_---paration is required around rooms containing a boiler or central heating unit. -- Sec 302.5 FOR B OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 302.5 ADDITIONAL SEPARATIONS: A refrigeration machinery room shall be separated from the remainder of the building as required for an H7 occupancy regardless of area. A horizontal occupancy separation may be limited to the actual floor area of the machinery room. Structural supporting elements shall be protected for the type of construction only. -- Sec. 2802 A 1 hour separation is required from an H4 occupancy. -- Table 3-B Page # 4 Code review for: Project Id.: Jim Robinson Address: 15450 Hwy 82 EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Office 6 1 1.2 No N/A 1 Repair Garage 21 ® 4.2 No N/A TOTAL 27 2 5.4 No N/A Out In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1004.2.4 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. - - Sec. 1004.2.6 are required from all areas where 2 or exits are required. - ec. .3.2.8.2, Exception 2 No point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1 Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10-B Exit width is to be divided approximately equally among exits. - - Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. - - Table 10-B For the minimum width of doors, see Sec. 1003.3.1.3 For the minimum width of hallways, see Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4.2 For the minimum width of stairways, see Sec. 1003.3.3.2 FOOTNOTES: 8) The number of exits is based on Sec. 1007.4.1 Page # 5 Code review for: Project Id.: Jim Robinson Address: 15450 Hwy 82 FLUSH AND SURFACE BOLTS: Manually operated edge- or surface -mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface -mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003.3.1.8 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003.3.1.8 LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1003.3.1.7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 200 feet. -- Sec. 1004.2.5. Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 Code review for: Project Id.: Jim Robinson Address: 15450 Hwy 82 BUILDING ACCESSIBILITY is buildi7rg znclu.ing each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO/ANSI A117.1. At least 50 percent of all entrances shall be accessible. -- Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall either incorporate an area of refuge within an enlarged story -level landing or shall be accessed from an area of refuge. -- Sec. 1104.1.2 The area of refuge shall have direct access to the stairway that serves it. -- Sec. 1104.2.1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. -- Sec. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one- hour fire -resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec. 1104.2.4 6) Two-way communications are required. -- Sec. 1104.2.5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. -- Sec. 1104.2.7 8) NOTE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. -- Sec. 1104.1.2, Exception 2 Page # 6 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be -- Table 15-A 2) See section 1504 and ICBG research reports for Class B or better. requirements. VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 Page # 7 Code review for: Project Id.: Jim Robinson Address: 15450 Hwy 82 INSULATION NOTES: All Insulation material including facings are required to have a flame -spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 707.3 exc.2 2) Foam plastic insulations are required to be protected. -- Sec. 2602 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from CABO/ANSI A117.1 - 1992 TOILET FACILITIES: 1) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec. 4.16.3, 4.2.3 & Fig. B4.2.3 2) Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 18 in. Sec. 4.17.1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4.17.2 & Fig. B4.17.2 4) When the accessible water closet is in a stall: The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets. -- Sec. 4.18.3.1 If the door swings into the stall, the required depth shall be increased by 36 inches minimum. -- Sec. 4.18.3.2 & Fig. B4.18.3.1 5'm An .cHero Page # 8 Code review for: Project Id.: Jim Robinson Address: 15450 Hwy 82 5) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to the water closet. -- Sec. 4.24.2.2 & Figs. B4.17.3, 84.17.4 and B4.18.3.1 a) Side grab bar is required to start within 12 inches of the back wall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 4.17.4.1 & Figs. B4.17.3 and B4.18.3.1 b) The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 4.17.4.2 & Figs. B4.17.3, 84.17.4 and B4.18.3.1 6) The top of the seat on the water closet is required to be 17 to 19 inches above the floor. -- Sec. 4.17.3 & Fig. B4.17.3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 4.19.2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. -- Sec. 4.19.3 9) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. -- Sec. 4.20.2.1 & Fig. 84.20.3.1 10) It shall extend 17 inches minimum from the wall. The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances. -- Sec. 4.20.3.1 & Fig. B4.20.3.1 11) A clear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory. -- Sec. 4.20.3.2 & Fig. B4.20.3.2 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4.20.4 13) The bottom of mirror is required to be within 38 inches of the floor. -- Sec. 4.16 6 & Fig. 64.20.3.1 Code review for: Project Id.: Jim Robinson Address: 15450 Hwy 82 Page # 9 dous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 6th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 ; INDIVIDUAL SEWAGE DISPOSAL PERMIT - PROPERTY Owner's Name System Location 15y Permit N= 390Q Assessor's Parcel No. This does not constitute a building or use permit. rk 'j 3] Present Address OR to 1- ku?3 L -t a0..tL-. Phone 15 —LIS Legal Description of Assessor's Parcel No. SYSTEM DESIGN Asa C(ka(io /ccGu Septic Tank Capacity (gallon) Other w 1 11Sj 1 t1 Percolation Rale (mmu[eslih) Number of Bedrooms (ire:, 7[. r/ I]5 totri se -i) A� 3X (° Required Absorption Area - See Attached 38L Cy [ C� '� �-.� bat; 20p S T� 4sza 2clacs-rz.r,--A t-X� Special Setback Requirements: ysgas`�� '� 2 ?pCS (i8() �j Date d — 01 Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice)) Before Covering Installation System Installer ' >tr, �`l Septic Tank Capacity /(OC) Septic Tank Manufacturer or Trade Name rti5 4C Septic Tank Access within 8" of surface Absorption Area /4 /4 C' '1 r Absorption Area Type and/or Manufacturer or Trade Name [47 re. !J-9 ‘2,� Adequate compliance with County and State regulations/requirements <72-e-> Other Date ZI �i - <%1/ Inspector y ---'�r� RETAIN WITH RECEIPT RECORDS AT CONS RUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado Stale 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- nect ion 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 ($500.00 fine — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT No W1Icp Job Address t Owner to nnf t )tick ContractornQC Assessor's Parcel No (9.59 t 2)rto- C'f'C, Date VaR-L BUILDING PERMIT ARD AddresstDiaej? W5 inn Ob Phone #_93 Address tail) -0— Phone #q4%-- S$�7 Setbacks:1Front pR a4 RH LH Zoning fits -yr W� INSPECTIO& T&11�jte. k}urserc3 Soils Test Footing 3 3 3 _ogfl Foundation Grout ��'((( ,1 -- Underground Plumbi ��;�Y` Rough Plumbing YkjrT�F Framing 3 -/ agate S-2Grr�Ti- Insulation Roofing Drywall Gas Piping EXTERIOR Address No. Drainage Decks -support & clearance to wood Decks -stairs & raile Exterior locks Flashing around doors & windows Insect screen INTERIOR GARAGE Fire wall separation Service doors -13/4" min Door (20 min.) w/auto Buser -13/4" min. Mech. equip. 18" above floor No opening into sleeping area BASEMENT -CRAWL AREA Access Insulation Headroom/Stairs Ventilation Weatherproofing Mechanical Electrical Rough (State) S -f?-o `(Cr . 60 • Electr" a Fin tate) 4-//-0 it & Final %- hecklist Completed? ✓ Certificate Occupancy # Date Septic System # -5 Date Final `l /r'Oe/ only Other NOTES FINAL CHECKLIST (continue on back) MECHANICAL ROOM STAIRWAYS Boller Headroom (8'S") Hot water # Railing & guardraile FA. gas/oil Width Floor drain Rise & run Clearance KITCHEN Air eon system a A Clearance above grill Hot water Je•4• �/— Exhaust fan Combustion air '� / Broiler exhaust (1 hr. chase) Gas piping, valves BEDROOMS LPG Drain Egress FIREPLACE/STOVE Smoke detector Clearance to combustibles BATHROOMS Termination of cNmney Exhaust fin Combustion air Shatterproof glass Hearth (12" or 20" on sides) OTHER Glass doors Certified by. REMARKS INSPECTION WILL NOT BE MADE UNLESS • THIS CARD IS POSTED ON THE JOB 20 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT ff GARFIELD COUNTY, COLORADO Date IssuedIM Qq 4 Zoned Area Permit No L7 f'?% AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. UsVW- •1a OPPC, • fick4n5o,n Add r Legtl Descriptio 4 i- A . �. Ct I r tt gun Ownernhi ' Setharks Front Side Side Rear Contractor CD_Lerrimimilims- This Card Must Be Posted So it is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing =f - 3_OC/iiii Foundation ) Underground Plumbing y_/3.0 kirk_ Insulation tthe s7ru.F Rough Plumbing 5t f& Drywall Af',' Chimney & Vent 6- 4.01 )9?r_ Electric Final (by State Inspector) anfo r • i Gas Piping ,U/} FinsI 6_4_0v - � .l Electric Rough (By State Inspector)5 ptic Final !f (5 -Vi -77/ Framing 5-ff p ee_ S-2v-th (To include Rootin nd indows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE 109 8th Street County Courthouse Glenwood Springs, Colorado. VEDDO NOT DESTROY THIS CARD Date r'','/ '" B IF PLACED OUTSID - COVER WITH CLEAR PLASTIC