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HomeMy WebLinkAboutApplication - PermitGarfield County Building & Sanitation Deparbnent 108 at" Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 Job Address /6 [.b t d /00 C'dale I NO . 10421 Nature of Work_~B..!:!.!ui~ld~in~g.J-P..!:.!en~n~ir_j,~~~q....!....!:o!j:......--'3~6:....t:!S~-...!:0~0_-_0_I_:'-/ ___ _ Use of Building IJ.JctfiC h(!JU8e Owner • lV~(. f1a/V Contractor fo!C ( <l>~ + · Amount of Permit$ SS~ ' l{ ltj /J,..'r)r-o+ Date._,'-f_.~:......._ ______ _ r GARFIELD COUN1Y BUILDING PERMIT APPLICATION 108 s·• Street, Suite 401, Glenwood SpriDII•· CO 81601 Phoae: 970.945-8212 I Faz: 97G-S84-3470 /la•pec:t!oa Llae: 970.384-6003 · \.04 ~ \ Parcel/Schedule No: .'}.30, 3-3b J-60 -0 /l...f Pennlt No: 9 Garage: Q 0 10 () Driveway Pennlt 11 Valuation of Work : S 12 Special Conditions~ NanCE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STAT£ OF COLORADO. nus PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHLN ISO DAYS. OR. IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANi' TIME AFTER WORK IS COMMENC ED. ,f/6tf.3 t:l Alteration Addition :J Move On-Site Sewage Disposal No. of Floors: o Remove Q Single 0 Double Adjusted Valuations: 5315W Plan ~e ~ ~~ l'i 1 Perm; F;:~ S' ?s' I Total Fee: ---+-=Dated Permit Issued: 55&' h 'i1 i OCC Group: S i ~{.., Zoning: AGREEMENT I Canst. Type: It' /5 j Setbacks: ISDS No. & Fee: PERMISSION IS HEREBY GRANTED TOniE APPUCANT AS OWNER CONTRACTOR AND/OR THE AGENT OF THE CON'IRACTOR OR OWNER TO CONSTRUCT niE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITI"ED TO AND REVIEWED BY niE BUILDING DEPARTMENT. IN CONSIDERATION Of niE I SSSUANCE OF nilS PERMIT. THE SIGNER. HEREBY AGREES TO COMPLY \\'ITH AU. BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUN'IY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURrnER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED Winl IN THE LCOATION, ERECTION, CONSTRUCTION. AND USE OFniE ABOVE DESCRIBED STRUCTURE. niE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNlY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. niE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFICATIONS AND ornER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVEtmNG BUILbiNG OPERATION BEING CARRIED ON niEREUNDER WHEN IN VIOLATION OF niS CODE OR ANY OTHER ORDINANCE OR REGULATION Of nilS JURISDICTION. niE REVIEW Of SUBMJTI'£D PLANS AND SPECIF1CATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NO AN ACCEPTANCE OF AN'I RESPONSIBILITIES OR UABLITIES BY GARFIELD COUmY FOR ERRORS OMISSIONS OR DISCREPENCIES. THI~~t:J BILm' FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFIClALLY WITH THE ARTICTECT. DltSl~~:t(lftjijfJ:lZI'£R, AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT Of THE OWNERS LNTEREST. 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. 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 a11 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, and/or State Agencies where applicable. 9. If you will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****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 occupa~~tYiflnd the issuance of a Ce · cate of Occupancy for the dwel ing under building permit #_~ ...... U.L..-lLCtb.~-1--- Signature Date B papplicationoctober2006 J VALUATION/FEE DETERMINATION Applicant B,...b fr:)}:. · Address. __________ _ Date, ___________ _ Finished (Livable Area): Subdivision Lot/Block Contractor Main W~\\of.-'5i. \3 '3:.2--8" )( JC} ~ Upper Lower '7 Ly 5 .;J '; 520 Other Basement: Total Square Feet Valuation Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garae:e: Valuation Crawl Space: Valuation Decks/Patios: Covered Valuation Open Valuation Total Valuation 55 l 520 JJ '1 PLAN REVIEW CHECKLIST Applicant ~b ,q:zJ \L Date_l.f.:_j-'-1.L..., -_0;;...1_._ ___ _ Building --l.LEngineered Foundation ~Driveway Pennit ~ lr- _Lsurveyed Site Plan ~Septic Pennit and Setbacks ~ _LGradeffopography 30% · 'L Attach Residential Plan ~view List ~ to-~ L.Minimum Application Questionnaire /Subdivision Plat Notes ' ~Fire Department Review ~Valuation Determination/Fees V Red Line Plans/Stamps/Sticker __tLAuach Conditions _0pplication Signed ~an Reviewer To Sign Application 0 arcel/Schedule No. ~40# Snowload Letter-Manf. Hms. -L Soils Report GENERAL NOTES: Planning/Zoning -~Subdivision Plat Notes GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COI\11\1ERCIAL 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 expedi te 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, thi s will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shal l be required to provide this informatipn before the plan review can proceed. Other plans that are in line for review may he given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24'11 ' 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 and original grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans wil1 be returned. All plans submitted must be incompliance with the 2003 IBC, IPC, IMC and IFGC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: · 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the fi~h 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 surrir with their signature ~d professional stamp on the design. Yes ~ • No Not necessary for this project __ _ 3. Does the site plan indicate the location and direction of the State, County or private road accessing tf.wProperty? Yes_~_ - 2 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. Is the I.S .D.S. (In 'vidual Sewage Disposal System) designed, stamped and signed by a Colorado Re · tered Engineer? Yes No_ Not necessary for this projec t __ _ Are the plans submitted for application review construction drawings and not drawings that are stam or marked identifying them as "Not for construction, for permit issuance only", " proval drawings only", "For permit issuance only" or similar language ? Yes No__ Not necessary for this project __ _ 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_ If the buildin · a pre-engineered structure, is there a stamped, signed engineered foundation an for this building? Yes No__ Not necessary for this project __ Do the plans indicate the loc ~on and size of ventilation~openinos for under floor crawl spaces and the clearance equired between wood and earth? Yes__ No__ Not necessary for project __ Do the plans indicate the size and location of the ventilatio7npenings fo the attic , roof joist spaces and soffits ? Yes__ No__ Not necessary for this project Do the plans i de design loads as required under the IBC or IRC for roof minimum of 40 pounds per square foot in Garfield County)? No Not necessary for this project __ include design loads as required for floor loads under the IBC or IRC? No__ Not necessary for this project __ Does the pl mclude a building section drawing indicating foundation, wall , floor, and ruction? Yes__ No__ Not necessary for this project __ Is the wi-~d and exposure design included in the plan? Yes7 spc::~o__ Not necessary for this project __ Does the b · Cling section drawing include size and spacing of floor joists, wall studs, ceiling · · sts , roof rafters or joists or trusses? Yes No__ Not necessary for this project __ 3 15. 16. 17. 18. 19. 20. 21. 7 22. b 23. 24. Does~ thbuild" g section drawing or other detail include the method of positive connectio ·all columns and beams? Yes__ No__ Not necessary for this project __ Does the elevation plan indicate the height of the building or proposed addition from the undist~rbed · de to the midpoint between the ridge and eave of a gable or shed roof or the top of ·at roof? (Check applicable zone district for building height maximum) Yes__ No__ Not necessary for this project __ Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase ll certifications or Phase ll EPA certification? Yes__ No__ Not necessary for this project~- Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? J ~ Yes__ No__ Not necessary for this project~ Does the plan include a window schedule or other verification that egress/resc ue windows from sleeping rooms and/or basements comply with the requireme ~ IBC or IRC? Yes__ No__ Not necessary for this project_j,/'_ -.. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? ~ Yes__ No__ Not necessary for this project~ 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_~-- Do the plans include a complete design for all mechanical systems planned for installation in this building? / Yes__ No Not necessary for this proj~ct .v"' / Have all areas in building been accurately identified for the intended use? tdentified in the IBC Chapter 3) No__ Not necessary for this project. __ _ Does~he plan i cliC ate the quantity, form. use and storage of any hazardous materials that may be in ~ in this building? Yes__ No__ Not necessary for this project __ 4 25. 26. 27. Is the location of all natural and liquid petroleum gas furnac~es, boilers and water heaters indicated on the plan? Yes__ No__ Not necessary for this project . Do the plans in icate the location and dimension of restroom facilities and if more than es and both sexes are employed, facilities for both sexes? No__ Not necessary for this project_ Do the plans in · ate that restrooms and access to the building are handicapped accessible? Yes No__ Not necessary for this project_._ 28. Have two (2) c plete sets of construction drawings been submitted with the applicatio Yes No __ 29. Have you desig or had this plan designed while considering building and other ode requirements? No__ Not necessary for this project_ 30. Does the plan ac ately indicate what you intend to construct and what will receive a n by the Garfield County Building Department? No __ 3 I . Do your plans comply with al1 zoning rules and regulations in the County related to your zone district? F orner lots see supplemental section 5.05.03 in the Garfield County tion for setbacks. No. __ _ 32. Do you unders d that approval for design and/or construction changes are required plementation of these changes? 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 "Septi ystem" or .. Road Impact" fees required, at the time you pick up your buildincr rmit? Yes No __ __ 34. Are you aware that ¥OU are required to call for all inspections required under the IBC including apP. ru on a final inspection prior to receiving a Certificate of Occupancy and occu cy of the building? Yes No_..._. 5 35. Are you aware th the Permit Application must be signed by the Owner or a written authority be · en for an Agent and that the party responsible for the project must comply with the form Codes? Yes__ No __ 36. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30a.m. and 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. 37. Are you aware t requesting inspections on work that is not ready or not accessible 50.00 re-inspection fee? 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 Departm stating one is not necessary? You can contact the Road & Bridge Departmen 625-8601. Yes_.,.c;_ __ 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and PI oer to perform installations and hookups? The license number will me of inspection. ~~--No _____ _ 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Sche e Number for the lot you are applying for this permit on prior to e building permit application? Your atlention in this is appreciated. -~--No ___ _ 41. Do you know that the local fire di~y require you to submit plans for their review of fire safety issues? Yes ~ No (Please check with the building department about this requirement) 42. Do you understand that if you are planning on doing any excavating or grading to the property prior to · suance of a building permit that you will be required to obtain a grading pe · · Yes __ ::;..._ __ _ 43. Did an Architect seal the plans for your commercial project? State Law requires any commercial pro· with occupancy of more than 10 persons as per Section 1004 of the e the plans and specifications for the project. __ ;..._ ___ No Not Necessary for this project ____ _ 6 ve read, understand, and answered these questions to Date 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 pennit 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 April 2006 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, IMC, IPC, Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof): 40PSF up to 7000ft. elevation. 50PSF 7001 to 8000ft. 7 5PSF 8001 to 9000ft. I OOPSF 9001 to 1 OOOOft. 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 fa ctor: 0.50 Minimum R-Values : • Ceilings/roofs R values are: R-30 stick built stru c tures. R-38 log construction and steel rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs . • Aoors R-values are R-19. • Basement wall R-values are R-10 befow grade, R-19 above grade. • Slab perimeter R-value and depth is R- 10/36in. • Crawl space wall R-values are R-IO below grade and R-19 above grade If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R-19 insulation. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. Garfield County Building and Planning 108 8th Street Suite 401 Glenwood Springs, CO 970.945.8212 Plan analysis based on the 2003 International Building Code Project Number: Date: April 25, 2007 Project Name: Building P Address: Occupancy: S-1 Construction: II-B Contractor: Rose construction Architect: Engineer: Powell Report By: Andy Schwaller NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC. It is a guide to selected sections of the code. FRONTAGE INCREASE: Perimeter of the entire building = 630 feet. Perimeter which fronts a public way or accessible open space = 315 feet. Minimum width of public way or accessible open space = 30 Allowable area increased 25.0% for frontage increase. Sec. 506.2 FL NAME occ MAX FLR AREA ALLOWED RATIO STATUS 1 Building Shell only S-1 ok 13328 21875 0.61 ok TOTAL FOR FLOOR 13328 21875 0.61 ok .BUILDING TOTAL 13328 21875 0.61 ok --Sec. 503, 504, 506 and Table 503 The actual height of this building is 28.0 feet. PROPERTY DESCRIPTION: North Side has a property line. -Distance to property line = 44.0 East Side has a property line. -Distance to property line = 120.0 South Side has a property line. -Distance to property line = 160.0 West Side has a property line. -Distance to property line = 15.0 Code review for: Project Id.: Building P Address: Page # 2 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 NORTH EAST SOUTH occ ERG NON OPNG% BRG NON OPNG% BRG NON OPNG% BRG WALL BRG UP /PR WALL BRG UP/PR WALL BRG UP/PR WALL S-1 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr WEST NON BRG 0-hr The exterior walls are required to be of NONCOMBUSTIBLE material. --Sec. 602.2 OPNG% UP/PR NL/NL Projections from exterior walls shall be of noncombustible material. --Sec . 704.2.1 Exterior walls are required to be fire-rated for exposure to fire: 1 . From Both sides when fire separation is 5 feet or less. 2. On the interior side only when separation is greater than 5 feet. Sec. 704.5 up/pr = Maximum percent of openings in the exterior wall. Table 704.8 up -The maximum percent if all openings are unprotected. pr -The maximum percent if all openings are protected. If some are protected and some are not, then use formula in Sec. 704.8 Openings in 1hr walls are required to be protected with 3/4 hour assemblies. --Sec. 704.12 and Sec. 715.4 Openings in walls required to be greater than 1hr are required protected with 1 1/2 hour assemblies. --Sec. 715 .4 NL c No fire protection requirements for openings. NP = Openings are not permitted in this wall. Note: Unlimited unprotected openings are allowed in walls not required to fire-resistant. --Table 704.8, Note: g. * = These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall and shall have noncombustible faces for the uppermost 18 inches. --Sec. 704.11 Exception 1: A parapet wall is not required when the wall is not required to be fire-resistive. Exception 3: If roof construction is 2-hour fire-resistive and of noncombustible construction, a parapet wall is not required. I Code review for: Project Id.: Building P Address: Page # 3 FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS --Table 601 ELEMENT MATERIAL RATING NOTES Structural Frame Noncombustible 0 hour Interior Bearing wall Noncombustible 0 hour Interior nonbrg wall Noncombustible 0 hour Note 5 Floor/Ceiling Assembly Noncombustible 0 hour Roof/Ceiling Assembly Noncombustible 0 hour I 13 Stairs Noncombustible None NOTES: 5. Fire-retardant treated wood shall be permitted in: A. Nonbearing partitions where the required fire-resistance rating is two hours or less. --Sec. 603.1, 1.1 Partitions dividing portions of stores, offices or similar places occupied by one tenant only and do not establish a corridor or serve an occupant load of 30 or more may be: A. constructed of fire retardant treated wood B. one hour fire resistive construction C. wood panels or similar up to six feet in height. --Sec. 603.1, Exception 8 13. Fire-retardant-treated wood shall be allowed in buildings including girders and trusses as part of the roof construction. --Table 601, c.3. PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES --Sec. 712 WALLS ASSEMBLIES --Sec. 712.3 Through penetrations of walls: 1. Penetrations shall be installed as tested in the fire resistance rated assembly. --Sec. 712.3.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating of not less than the required rating of the wall penetrated. --Sec. 712.3.1.2 Exception: Where penetrating items are steel, ferrous or copper pipes or steel conduits, the annular space between the and the penetrating item and the fire resistance rated wall shall be permitted to be protected as follows: 1. In concrete or masonry walls where the penetrating item is a maximum of 6 inches nominal diameter and the openings is a maximum 144 square inches, concrete, grout or mortar shall be permitted. 2. The material used to fill the annular space shall prevent the passage of flame and hot gasses sufficient to ignite cotton. Code review for: Project Id.: Building P Address: Membrane penetrations of walls: Page # 4 The requirements are the same as for through penetrations. --Sec. 712.3.2 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES --Sec. 712.4 Through penetrations of fire-resistive horizontal assemblies: 1. Through penetrations shall be installed as tested in an approved fire resistance rated assembly. --Sec. 712.4.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating and a T rating of not less than 1 hour but not less than the required rating of the floor penetrated. --Sec. 712.4.1.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire -assemblies. Membrane penetrations of fire-resistive horizontal assemblies: The requirements are the same as for through penetrations. --Sec. 712.4.2 Exceptions: 1 . When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 144 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire- assemblies. 3. Sprinklers with metal escutcheon plates. Code review for: Project Id.: Building P Address: DUCTS AND AIR TRANSFER OPENINGS --Sec. 716 Page # 5 Dampers shall be accessible for inspection and servicing. 716.4 Where required. --Sec. 716.5 1. Fire walls. --Sec. 716.5.1 2. Fire barriers --Sec. 716.5.2 See exceptions 3. Shaft enclosures --Sec. 716.5.3 See exceptions · 4. Fire partitions --Sec. 715.5.4 See exceptions 5. Smoke barriers --Sec. 715.5.5 (smoke damper) See exceptions OCCUPANCY SEPARATIONS --Sec. 302.3.2 and Table 302.3.2 No occupancy separations required until tenant finish permits. SEPARATION OF INCIDENTAL USE AREAS --Table 302.1.1 Furnace rooms where any piece of equipment is over 400,000 BTU per hour input --1 hour Rooms with any boiler over 15 psi and 10 horsepower --1 hour Refrigerant machinery rooms --1 hour Incinerator rooms --2 hours NOTE: An automatic sprinkler system is required Storage rooms over 100 square feet --1 hour Note: This list covers only the most common uses. See Table 302.1.1 for a complete list. EXIT REQUIREMENTS: FL NAME 1 Building Shell only TOTAL FOR FLOOR FOOTNOTES: NUMB occ 133 133 MIN MIN EXITS WIDTH 2 2 26.6 26.6 PANIC CORRIDOR DOOR NOTES HDWR RATING SWING No No N/A N/A Out 1 Out 1. Two exits are required from this area since the occupant load exceeds allowable in Table 1014.1 Code review for: Project Id .: Building P Address : NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 Page # 6 Occupant load is based on Section 1004 and Table 1004 .1 .2 Exit width is in inches and based on Section 1005.1 & Table _1005.1 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. For the minimum width of doors, see Section 1008.1 .1 . For the minimum width of corridors, see Section 1016 .2 . For the minimum width of stairways, see Section 1009.1 . Exits shall be continuous from the point of entry into the exit to the exit discharge. --Sec. 1003.6 EXIT SEPARATION In areas where 2 exits are required, the m~n~mum separation is 1 /2 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways.--Sec. 1014.2.1 Multiple means of egress shall be sized such that the loss of any one means of egress shall not reduce the available capacity by more than SO percent. --Sec. 1005.1 EXIT SIGNS Exits and exit access doors shall be marked by an approved exit sign . Signs shall be placed where the exit or the path of egress travel is not immediately visible . No point to be more than 100 feet from an exit sign. --Sec. 1011.1 Exception 1: Exit signs are not required in rooms or areas which require only one exit . Exception 2: Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. Exit signs shall be internally or externally illuminated. --Sec. 1011.2 Exit sign shall be illuminated at all times including during loss of primary power. --Sec. 1011.4 & Sec. 1011 .5.3 BOLT LOCKS: Manually operated flush bolts and surface bolts are not permitted. --sec. 1008 .1 .8 .4 Exception 2 : Where a pair of doors serves a storage or equipment room, manually operated edge-or surface-mounted bolts are permitted on the inactive leaf . LOCKS AND LATCHES: Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort. --Sec. 1008.1.8 Code review for: Project Id .: Building P Address: Page # 7 Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 2: The main door or doors in Group B, F, M and S areas are permitted to be equipped with key operating locking devices from the egress side provided: 2.1 The locking device is readily distinguishable as locked. 2.2 A readily visible durable sign is posted on the egress side stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED Exception 3: Where egress .doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface-mounted hardware. ADDITIONAL DOORS: Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008.1 LANDINGS AT DOORS: 1. There shall be a floor or landing on each side of a door. --Sec . 1008.1.4 2. Such floor or landing shall be at the same elevation on each side of the door. --Sec. 1008.1.4 3 . The floor or landing shall not be more than 1 /2 inch lower than the threshold. --Sec. 1008.1.6 4. Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the gre ater. 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. 1008.1.5 5. The space between two doors in series shall be 48 inches plus the width of door swinging into the space. --Sec. 1008.1.7 EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group S1 is 200 feet. --Table 1015.1 Code review for : Project Id. : Building P Address : BUILDING ACCESSIBILITY Page # 8 1. In addition to accessible entrances required by Sections 1105.1.1 through 1105.1.6, at least SO percent of all public entrances shall be accessible. --Sec . 1105.1 2. At least one accessible entrance shall be provided to each tenant, dwelling unit and sleeping unit in a facility. --Sec. 1105.1.6 3. Where parking is provided, accessible parking spaces hall be provided in compliance with Table 1106.1 --Sec. 1106.1 4. At least one accessible route shall connect each accessible level. --Sec. 1104.4 See exceptions. 5. Accessible routes shall coincide with or be located in the same area as a general circulation path. Where the circulation path is interior, the accessible route shall also be interior. --Sec. 1104.5 6. On floors where drinking fountains are provided, at least 50 percent, but not less than one fountain shall be accessible. --Sec. 1109.5 ROOFING REQUIREMENTS: 1. The roofing on this building is required to be Class C. --Table 1505.1 LIGHT AND VENTILATION 1. Every space intended for human occupancy shall be provided with natural light. The minimum net glazed area shall not be less than 8% of the floor area. --Sec. 1205.1 and 1205.2 Any room is permitted to be considered as a portion of an adjoining room where one half of the area of the common wall is open and unobstructed and provided not less than one tenth of the floor area or 25 square feet, whichever is greater . --Sec. 1205.2 .1 Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor. --Sec. 1205.3 2. Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. --Sec. 1203.4 The minimum openable area to the outdoors shall be 4 percent of the floor area. --Sec. 1203.4.1 Any room is permitted to be considered as a portion of an adjoining room where unobstructed openings are provided that have an area not less than 8% of the floor area of the interior room but no less than 25 square feet. --Sec. 1202.3.1.1 When openings are below grade, clear space measured perpendicular to the opening shall be one and one half times the depth of the opening. --Sec. 1203.4 .1.2 . 3 . Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. --Sec . 1203 .4 .2.1 Code review for: Project Id .: Building P Address: CEILING HEIGHTS: Page # 9 Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. --Sec. 1208.2 WALL AND CEILING FINISH: 1. Wall and ceiling finish materials are required to comply with Sec. 803.5 and Table 803 .5 . 2 . Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803 .6.1.1 or 803 .6 .1.2 . --Sec. 803.6 .1 3. Carpet and similar textile materials used as a ceiling shall have a Class A flame spread index and be protected by automatic sprinklers. --Sec. 8 0 3.6.2 4. Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. --Sec. 803.7 5. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 6 inches. --Sec. 1210.1 6 . Walls within 2 feet of urinals and water closets shall have a smooth, hard nonabsorbent surface, to a height of 4 feet above the floor. --Sec. 1210.2 INSULATION NOTES: 1 . Insulating materials shall have a flame-spread rating of no more than 25 and a smoke developed index of not more than 450 . --Sec. 719.2 (concealed installation) and Sec. 719.3 (exposed installation) Foam plastic insulations are required to be protected. --Sec. 2603 Code review for: Project Id . : Building P Address: ACCESSIBLE FACILITIES: Page # 10 NOTE: Except as noted, section numbers listed below are from ICC/ANSI A117.1-1998 WATER FOUNTAINS AND WATER COOLERS: Accessible units must comply with the following: 1. Spout is to be within 36 inches of the floor. --Sec. 602 .4 2 . Spout arranged for parallel approach shall be located 3 1/2 inches maximum from the front edge . Units with a forward approach shall have the spout 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit . --Sec. 602.5 3 . Spouts shall provide a flow of water 4 inches height minimum. --Sec . 602.6 TOILET FACILITIES : 1 . A 60 inch diameter turning space or T-shaped space is required in the toilet room. --Sec. 603.2.1 and 304 .3 Doors shall not swing into the clear floor space for any fixture. 603.2.3 See exception for rooms used for individual use. 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 16 to 18 in . Sec. 604 .2 3. When the accessible water closet is not in a compartment : Clearance around the water closet shall be 60 inches minimum, measured perpendicular to the side wall, and 56 inches minimum, measured perpendicular to the rear wall. --Sec . 604.3 .1 4 . When the accessible water closet is in a compartment : Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep for floor mounted water closets , measured perpendicular to the rear wall. --Sec. 604.8.1.1 Compartment doors shall not swing into the minimum required compartment area. --Sec. 604.8.1.2 Code review for: Project Id.: Building P Address : Page # 11 5. Grab bars shall have a circular cross section with a diameter of 1 1/4 inch minimum and 2 inches maximum, or shall provide equivalent graspability. --Sec. 609.2 The space between the wall and the grab bar shall be 1 1/2 inches. Sec. 609.3 Grab bars shall be mounted in a horizontal position 33 inches minimum and 36 inches maximum above the floor. --Sec. 609.4 a. Side wall grab bars are required to start within 12 inches of the backwall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) --Sec . 604.5.1 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 . 604 .5.2 6 . The top of the water closet seats shall be 17 to 19 inches above the floor. --Sec. 604.4 7. Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. Sec. 605.2 B. Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor. --Sec. 606.3 9. Sinks shall be 6 1/2 inches deep maximum. --Sec. 606.5 10. Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. --Sec. 606.6 11. Mirrors shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor . --Sec . 603 .3 Code review for: Project Id.: Building P Address: GLAZING REQUIREMENTS Page # 12 All glazing in hazardous locations is required to be of safety glazing material. --Sec. 2406.1 Locations: Sec. 2406.3 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding patio door assemblies and panels in sliding and bifold closet door assemblies. 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. 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. Exception: Panels where there is an intervening wall or other permanent barrier between the door and glazing. 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: 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. See Exceptions. 8. Glazing in guards and railings regardless of the area or height above a walking surface. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following are present: 9.1 The bottom edges of the glazing on the pool or spa side is less than 60 inches above the walking surface. 9.2 The glazing is within 60 inches of the water's edge. 10. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface. 11. Glazing ?djacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass is less than 60 inches above the nose of the tread. See Exceptions. West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 8I504 Phone:970-434-6988 Cell: 970-260-2844 Final Inspection Report Dates: 8-2-07 & 8-10-07 Project: Carbondale Mini Storage Building P Address: 1676 100 Rd. Carbondale, CO Building Permit No.: I 0421 General Contractor: Rose Construction Report#2 Page I of I Inspection of shop fabrication or field work at job site: Field Report: Reinspected the items noted in report #I. It appeared that these items had been satisfactorily corrected. To the best of my knowledge this completes the special inspections of the high strength bolting as outlined in reports I & 2. To the best of my knowledge the high strength bolting inspected as outlined in reports 1 & 2 met the quality requirements of the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. Inspectorfl' echnician: Douglas E Young fJ ,f 1.1-f West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone:970-434-6988 Cell: 970-260-2844 Inspection Report Date: 7-17-07 Project: Carbondale Mini Storage Building P Address: 1676 100 Rd. Carbondale, CO Building Permit No.: 10421 General Contractor: Rose Construction Report#! Page 1 of2 Inspection of shop fabrication or field work at job site: Field Report: Tested some of the high strength bolts used in the main frame, end wall frame, and portal frame (column & rafter connections) using a Skidmore Wilhelm bolt tension testing device to determine the testing torque required for the high strength bolts. Visually inspected & torque tested the high strength bolting at the main frame, end wall frame, and portal frame column & rafter connections. Note torque testing was used to verify that the bolts had been sufficiently tightened, as no in process inspection or match marking had been performed, so that it could be verified that the turn of the nut bolt tightening method had used as per the drawings. The high strength bolting inspected & tested as outlined above appeared to be as shown on the drawings, and appeared to meet the quality requirements of the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts except as noted below. 1) Noticed grade 8 hardware store bolts had been used at two of the main frame column to rafter connections grid line 13, as apparently the steel erector was shorted some bolts. A325 bolts would need to be used or the building manufactures engineer would need to approve the grade 8 bolts. 2) Noticed the bolts were too short for full nut engagement at the portal Report #I page 2 of2 frame connections between grids 3 & 4. Install correct length bolts. 3) Noticed the column flanges had been bent/kinked at the column grid A/0. Straighten or have building manufactures engineer review. 4) Noticed a few oversized torch cut bolt holes that would probably need hardened washers installed. Inspector/Technician: Douglas E Young COUNTY OF GARFIELD • BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 16 7 6 C/2Lt20 Permit No. ~/:_:0:;.._~£.:_~~1------------- I have this day inspected this structure and these premises and found the following corrections needed: You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date /(2•112-12 7 20 ___ _ Bulldl,;g Inspector ~,..;;zt: Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at /6 76 c!.;<lo Q Permit No. /Ol/;l./ I have this day inspected this structure and these premises and found the following corrections needed: I) ezcY ~ k ;:Y~ ~ ~-~ .z) Jt&vty~ _.V-./3L $ ~~ ~ 3) ~ ;~ ~ ~~ e0-~~~c-L,_ ~ c/Jt!dlp-~-~ You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date /;2. -J(-o? 20 ___ _ Building Inspector ~~ Phone (970) 945-8212 l r------ Soils Test '7?":-----....-~---~--: Footing ;<.iit;dd.A!?~=<f-d)~ Foundati~'=:;;__ ______ _ Grout---------r.:.........- Underground Plumbing /a·2.9-c7~ Rough Plumbing __,....,.~-~=--=--~ Framing 11~-~7jl/~ ~~ Insulation /l-ly-i7t/;lli d<tt:...< Z. Roofing----~___,~--,.-~ Drywall //'1~:11? ~ ;4?1(..;4 Gas Piping Ilk/~ -42 222'2 ~ Assessor's Parcel No.~3a,.3-3~3-·Do; Ol'f Date q-~-o± Weatherproofing ________ _ Mechanical . Electrical Rough (State) __ v~~/ ___ _ Electrical Final (State) __ -.~lZ~· ---~-,.,.~Final 12-2-P7 /Checklist P,qmpleted? l/< 'l'q Certificate Occupancy # ~\J""l..:..;:~----- Oate -=::::;:::;;:::,.._ _____ _ Septic System #~N~/..;,.;.1+ ______ _ Date-===::::::..... _____ _ Final-=:===------- Other------------ NOTES (continue on back) ' -I l I I .J INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date lssued.~~!:.~.:~ ..•.... Zoned Area •••••••..•............•••.•..•• Permit No .• JQ~.?.::J.. .............. . 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 io the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use U!JEte YlOU'if!.. Address or Legal Description-#~~..~."l.L.;~=---!f~cl::L-'=0:....;;~;__---l.('...;.\d~Clule~-------- Owpcr eobAVlt bale Contnc:tor fo~ Cawar.-/.. Setbacks Front Sjdr Sjde Rear This Card Must Be Posted SoU is Pbtioly Visible From The Street Until Final Inspection. INSPECTION RECORD Driveway ALL LISTED ITEMS MUST BE INSPECfED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD Date lf).S-D+ By At/ [b IF PLACEDOUTSIDE -COVER WITH CLEAR PLASTIC Parcel Detail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessorffreasurer ProP-em' Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics I Tax Information Parcel Detail I Value Detail Sales Detail I Residential/Commercial ImP-rovement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 011 II RI 11960 II 239336300014 II 63 .103 I Owner Name and Mailing Address !EUBANK, DALE, LLC I II676 COUNTY ROAD 100 I !CARBONDALE, CO 81623-9548 I Legal Description lsECT,TWN,RNG:36-7-88 DESC: A TR IBEG. AT A PT. WHENCE THE W/C COR. ITo Sl/4 coR PRE:R1 I 1391 BK:09I3 IPG:0627 BK:0364 PG:0167 BK:1529 IPG:808 RECPT:638751 BK:0913 PG:0635 Location Physical Address: 111676 100 COUNTY RD CARBONDALE! Subdivision: I Land Acres: !111 .6 Land Sq Ft: l!o Section II Township II Range 36 II 7 II 88 Property Tax Valuation Information http://www.garcoact.com/assessor/Parcel.asp? AccountNumber=R I 1 I 960 3/28/2007 Parcel Detail Page 2 of3 Actual Value II Assessed Value I Land: 268,33011 75 ,8901 Improvements: 5,658,23~1 1,571,2501 Total: 5,926,56011 1,647,14~ Sale Date: 118/24/1994 Sale Price: ll=lt4=7=,6=oo=========ll Basic Building Characteristics Number of Residential lo I Buildif!g_s: Number of Commllnd 113 I Buildings: Commercial/Industrial Building Occurrence 1 Characteristics I TOTAL HEATED AREA: llo ABSTRACT CODE: IIWAREHOUSE/STORAGE-IMPS . I ARCHITECTURAL STYLE: jJMINI STORG EXTERIOR WALL: IIPREFAB MTL ROOF COVER: IIPREFAB-MET ROOF STRUCTURE: IIPREFAB-MET INTERIOR WALL: IIMINIMUM FLOOR: IIcoN oN GRD HEATING FUEL: JIG AS HEATING TYPE: IJFORCED AIR STORIES: !!STORIES 1.0 UNITS: 1124 YEAR BUlL T: Jl2000 Tax Information Tax Year II Transaction Type II Amount I 2006 II Tax Payment: First Half II ($51,969.74)1 2006 I Tax Amount I $103,939.481 2005 Tax Payment: Whole ($1 04,390.80)1 2005 Tax Amount $1 04,390 .801 2004 Tax Palment: Whole ($1 00,872 .52)1 II II I http://www .garcoact.cornlassessor/Parcel.asp? AccountNumber=R 111960 3/28/2007 Parcel Detail 2004 Tax Amount $100,872.521 2003 Tax Pa~ment: Whole ($84,804.92)1 2003 Tax Amount $84,804.921 2002 Tax Pa~ment: Whole ($79,999.44)1 2002 Tax Amount $79,999.441 2001 Interest Payment ($1,362.32)1 2001 Interest Charge $1,362.321 2001 Tax Pa~ment: Whole ($45 ,41 o.54 )I 2001 Tax Amount I $45,410.541 2000 Interest Pa~ment ($443.62)1 2000 Interest Char~e $443 .621 2000 Tax Pa~ment: Whole ($11 ,090.62)1 2000 Tax Amount $11 ,090.621 1999 Interest Pa~ment ($116.91)1 1999 Interest Charge $116.911 1999 Tax Pa~ment: Whole ($2,922. 12 )I 1999 Tax Amount $2,922.721 Top of Page Assessor Database Search Options I Trea surer Database Search Options Clerk & Recorder Database Search Options Garfield County Home Page Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www.garcoact.com/assessor/Parcel.asp? AccountNumber=R 111960 3/28/2007