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Home My WebLink AboutApplication- Permitr v0 Garfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. 9451 J Job Address 3 g`t O5 j` E.)d / Nature of Work Building Permit 7 1- I I I " DO -'-i Use of Building c QTSIJq l30kou Owner l� LEG Contractor (1 42.L y Amount of Permit S ( T1(95171 7 Date � � /C2- 5 Clerk 1 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8a Street, Suite 201, Glenwood Springs, CO 81601 QPhone: 970-945-8212/ Fax: 970-384-3470 / Inspection Line: 970-384-5003 ' Permit No: I L Parcel/Schedule No: 201 1 11 Ceti 13 AGREEMENT PERMISSION I5 HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN 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 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING Tit 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 OW R. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfos.003 1 HEREBY ACOWLEDCE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): I c94' \ 3lg los a ,sem Job Address: zsies Iy�,y__m a ¢ 24 R; -fie �s-/I�� T�1 L/J f' W i� 1 1 Lot No: Block No: (560- FIWP- 'I'l of fwnav cu Piui.o kt Peit ti Subdd. / Exemption: r Lacr 1 oN SU P-AJe`f ) 2 Owner 1316 R �RPtua �G dress PMA q I Il l FLe , CO Ph: l.0 Wk Ph: M E 3 Contractor: (206,04— Peoutsic I Address: Af-'-IG Ph: 15Prele Lic. No. 4 Architect/Engineer: fttittLIA0 m%oaA es %N&61 Address: IS&iftaO /We., 6W9 Ph:Lic. 14' 'i695 No. l6'ig4 5 Sq. Ft. of Building: ? j2, 0001400 . Sq. Ft. of Lot: 32 ACP -ES Height: I f 32 *VP No. of Floors: 2 (INCL.rmn4) 6 Use of Buildln gI OW t 5T or Pit t'DR`((//NO4S1LIRL 7 Describe Work: 801 A 1201 M# NUM -M f tt ION CONC. %tit 8 Class of Work: �( New o Alteration o Remove o Addition o Move 9 10 Garage: A I1o Single 1", o Double Carport: ❑ Single ❑ Double ,( Driiveewa Permit, F, Sol On -Site Sewage Disposal ASite Plan eriS 11 Valuation of Work: $$ .."060 Adjusted Valuations: $,38Zic 1 b 12 ere Conditions: (� ieadtg- 0 ,q.$ 1t Pr& e0C Ria. 40 PR44514- IO c o . NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. 71115 PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED I5 NOT COMMENCED WITHIN NO DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF ISO DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO LIVE AUTHORITY TO VIOLATE OR CANCEL THE PROV IONS OF ANY OTHER STATE OR LOCAL LAW 1186U G CONS CTION OR TH PER >, RMANCE OFCONS RI)GTION. J ��/��/// �( f, x��!` `. Plan Check Fee: j (074,0(e Permit Fee: 257R, 1Q . 5 C Total Fee: Dated Permit slued: 999 4z5� 6.1 t / D = `‘ OCC Group: t. Type: Zoning: Set asks: Manu. Rome: s ISDS No. k Fee: as j IliIr rya? PP • s !DATE lys 'App'� ' TE AGREEMENT PERMISSION I5 HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN 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 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING Tit 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 OW R. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfos.003 1 HEREBY ACOWLEDCE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): I c94' \ 3lg los a ,sem The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupant , usethe issuance of a Certificate of Occupancy for the dwelling under building permit # Th Signature ;y Date Bpcont03/2004 r PLAN REVIEW CHECKLIST Applicant if5 c,. uilding Engineered Foundation Driveway Permit C urveyed Site Plan eptic Permit and Setbac Dated,- $` 005_ Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes Grade/Topography 30% Attach Residential Plan Review List ✓inimum Application Questionnaire Subdivision Plat Notes ✓Fire Department Review �Nox- l C 0• /Valuation Determination/Fees L /ked Line Plans/Stamps/Sticker �ttach Conditions pppplication Signed Plan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: te 110 I- go = 7boo c(F. x 37g% = 322, a`i8 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. i 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 retumed. 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 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: 1063.1 (7.) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a preciously surveyed'ouiiding 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 fat with the proposed structure located within the envelope. Yes V 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 urveyor with their signature and professional stamp on the design. Yes 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", "9pproval drawings only", "For permit 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 En eer? Yes_ No bor Not necessary for this project 5. Does the site plan indicate the location and direction of the State, County or private road accessin the property? Yes 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 1/ No Not necessary for this project 7. If the building is a premengineered ctmrh,re, is there a stamped, signed engineered foundation plan for this building? Yes No Not necessary for this project S. 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 1% 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? / Yes No Not necessary for this project V 10. Do the plans include design loads as required under the Uniform Building Code for roof snowloa(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 4f' No Not necessary for this project 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes No Not necessary for this project 13. Is the wind speed and exposure design included in the plan? Yes , No Not necessary for this project 1 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling j9ists, roof rafters or joists or trusses? Yes V No Not necessary for this project 15. Does the building section drawing or other detail include the method of positive connects 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 to existing grade contours? Yes V No 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 1 20. 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 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 V 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? (Occupan y as identified in the Uniform Building Code Table 5-A) Yes d/ No Not necessary for this project 1 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 1/ 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 empl yees and both sexes are employed, facilities for both sexes? Yes V No Not necessary for this project 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 applicati ? Yes No 29. Have you designed or had this plan designed while considering building and other construc on code requirements? Yes No Not necessary for this project 30. Does the plan accurately indicate what you intend to construct and what will receive a final in�?ection by the Garfield County Building Department? Yes V 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 l solution for setbacks. Yes �1/ No 32. Do you understand that approval for design and/or construction changes are required prior to te implementation of these changes? Yes V 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 buildin ermit? Yes No 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 Occupanc and occupancy of the building? Yes 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 you must call in for an inspection by 3:30 the business clay before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30 a.m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. 37. Are you aware that requesting inspections on work that is not ready or not accessible will resul a $47.00 re -inspection fee? Yes / 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 Departure t 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 required 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 the building permit application? Your attention in this is appreciated. Yes No 41. Do you know that the local fire dis may require you to submit plans for their review of fire safety issues? Yes No (Please check with the building department about this requirement) I hereby acknowledge that I have read, understand, and answered these questions to the best of my a Signatute Phone: PJ— cZ CC/6 (days); Project Name: 0sts- 02 Ka (evenings) Date Project Address: 02Y y ?r' (7/7 C dt v2 alie CP/� t 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 07/2004 ORADO DEPARTMENT OF TRANSPORTATION (ATE HIGHWAY ACCESS PERMIT COOT Permit No 399019 amrt fee 5100.00 Date of transmittal April 12, 1999 R egion/Sectio n/ Patrol 3/2/10 State Highway No/Mp/Side 006A/94.679/ Local Jurisdiction Gazfield County he Permittee; The Applicant; I Rifle Ski Corporation Rifle Ski. Corporation Bob Reguliki Bob Regulski 28485 Highway 6 6 24 28485 Highway 6 & 24 Rifle CO 81650 Rifle CO 81650 0 hereby granted pemmrssion lo have an access to the state highway at the location noted below The access shall be constructed, maintained and used in dance with this permit, including the State Highway Access Code and any attachments, terms, conditions and exhibits. This permit may be revoked by ng authonty if at any time the permitted access and its use violate any pans of this permit. The issuing authority, the Department and their duly the rated agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the xmit. tion:f IP the north side of 511 6 6 24, a distance of- �-Sr'feec east from HP 94. 200 ADT 100 —date o ss to Provide Seivice to / General Light Industrial Ir terms and conditions: See Attached Sheets 1 1 tICIPALITY ORn COUNTY APPROVAlred only when the appropriate local authority retains issuing authortty. it Date T Title the signing of this permit the permittee agrees to the terms and conditions and referenced rein. All construction shall be completed in an expeditious and safe manner and shall be on. The permitted access shah be completed in accordance with the terms and conditions Ing used. ie permittee shall notf y Pete Holman with the Colorado Department of Transportation II�fle at 970-625-2286 at least 48 hours prior to commencing construction ' r person signing as the permittee must be the owner or legal representative of the property saved by the permitted the permit and it's terms and conditions. attachments contained finished within 45 days from of the permit prior to 1 within the State Highway right- arses and have tint authonty to /` / /L Date . o _ / is permit is not valid until signed by a duly authonzed representative of the Department RAD DEPARTMENT OF TRANSPORTATION �j �,/ 7,>h„-- / /mow/ Date (of asue) ,7/J/ `1 me ro _ e44(i e; C. augured: 1.Regron coves a necessary tor. Lame Aumorey Insmaiv Pmevious Edlbona ere ohsciete and may nat be used m.r r c...– 54114 emu 1 LORADO DEPARTMENT OF TRANSPORTATION 1ATE HIGHWAY ACCESS PERMIT COOT Permit No 399020 State Highway Na/Mp/Side 006A/94.594/ Tut ree 1 5100.00 Date of transmittal April 1Z, 1999 Region/Section/Patrol 3/2/10 Local Jurisdiction Garfield County Permittee; The Applicant; 1 !Rifle Ski Corporation Rifle Ski Corporacion Bob Aegu'_�ki Hob Requiz ki 28985 Highway 6 & 29 28985 Highway 6 s 29 Rifle CO 81550 Rifle CO 81650 1 veby granted permission to have an access to the state highway at the location noted below. The access shall be constructed, maintained and used in ance witm h this permit, including the State Highway Access Code and any attachments. ters, conditions and exhibits. This pernd may be revoked by uing authonty d at any time the penny ted access and its use violate any parts af this permit_ The issuing authonty, the Department and their duly d agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the Xt. ton: D ,y On the north side of SH 6 6 24, a distance of ` feet east from MP 94. issto Provide Service to General Light Industrial 200 ADT 100 /terms and conditions: See Attached Sheets 1 IPALITY OR COUNTY APPROVAL only when the appropriate local authority retains issuing authority. It Date 1 Title Ahe signing of this permit the permittee agrees to the terns and conditions and referenced in. All construction shall be completed in an expeditious and safe manner and shall be 1n. The permitted access shall be completed in accordance with the terms and conditions mri'tiee shall notify Pete Holman with the Colorado Department of Transportation le at 970-625-2286 at least 48 hours prior to commencing construction 1y erson signing as the permittee must be the owner or legal representative af the property served by the pemufed e permit and it's terms and conditions. attachments contained finished within 45 days from of the permit prior to I within the State Highway right - access and have hull aufhonty to Y U /K ,�.t�t a) ,i, Date/ /077 ernit is not valid until signed by a duly authorized representative of the Department DO DEPARTMENT OF TRANSPORTAT1ON // � Date (af soil/ Trtl began: Required - u March 18, 2005 Chief Job No.0082054 Gentlemen: CHIEF INDUSTRIES, INC. 3942 Old West Highway 30 PO. Box 2078 Grand Island. Nebraska 68802-2078 Phone 308/389-7200 Fax 308/389-7221 Please accept this letter as certification that the building which Chief Industries, Inc., will furnish to Big R Enterprises, LLC, Rifle, CO, for Big R Trucking & Equipment, shall be provided with a UL Class 90 Wind Uplift Roof Deck Construction shown and described as "Construction 185 or 185A" in the Classified Building Materials Index, Underwriters Laboratories, Inc., latest edition. Please note that the UL Wind Uplift Rating per "Construction 185" is valid for only the following types of insulation: (1) Any compressible blanket insulation not exceeding 6" in thickness before compression. (2) Any Spray -on type of insulation. (3) Rigid board insulation of 1", 1-1/2" or 2" nominal thickness. (4) Rigid board insulation of 1" to 3" thickness with appropriate bearing plates under "Construction 185A". The use of other thickness' of rigid board and other types of insulation do not comply with "Construction 185 or 185A" and may void the UL Wind uplift Rating. All UL rated roof panels shall be identified by the use of Chief Industries Classification Marking as approved by the UL Laboratories, Inc. Sincerely, CHIEF INDUSTRIES, INC. QGentin L. Yada, P.E. Senior Design Engineer Buildings Division QY/md t ti• LOYAL E. LEAVENWORTH SANDER N. KARP DAVID H. McCONAUGHY JAMES S. NEU JULIE C. BERQUIST-HEATH EDWARD 8. OLSZEWSKI SUSAN W.LAATSCH NICOLE D. GARRIMONE ANNA S. ITENBERG MICHAEL J. SAWYER TERESA L. HOCK CASSIA R. FURMAN Bob Regulski Big R Enterprises, LLC P.O. Box 9 Rifle, Colorado 81650 LEAVENWORTH & KARP, P.C. ATTORNEYS AT LAW 201 I4m STREET, SUITE 200 P. 0. DRAWER 2030 GLENWOOD SPRINGS, COLORADO 81602 Telephone- (970) 945-2261 Facsimile: (970) 945-7336 jsn@lklawfirm.com March 28, 2005 Re: Letter of Compliance for Lot 2 City of Rifle Watershed District No. 1-05 Dear Mr. Regulski: DENVER OFFICE:• WAZEE EXCHANGE BUILDING 1900 WAZEE STREET, STE. 203 DENVER, COLORADO 80202 Telephone: (303) 825-3995 Facsimile: (303) 825-3997 *(Please direct all correspondence to our Glenwood Springs Office) As you know, we represent the City of Rifle and Resource Engineering, Inc. is the consulting engineer for the City for Watershed District Permit matters. Enclosed please find a Letter of Compliance for the building permit for Lot 2, Big R Commercial Park issued under and pursuant to City of Rifle Watershed District No. 1-05. Please let me know if you have any questions. Very truly yours, LEAVENWORTH & KARP P.C. JSN: Enclosure cc: Bill Sappington (w/o enc.) Michael Erion (w/o enc.) I110051ClitoW0ea3a111191019nUuafq.kb- p.,ure.d es S. Neu IMMORESOURCE ■ ■■,■ . ■ 1■■■■ E N G I N E E R I N G I N C. Mr. Bill Sappington, P.E. Public Works Director City of Rifle PO Box 1908 Rifle CO 81650 RE: Watershed District Permit No. 1-05 Big R Commercial Park — Building Permit for Lot 2 Dear Bill: March 25, 2005 Big R Enterprises, LLC has applied for a building permit from Garfield County for an 80 feet by 120 feet building and an ISDS system on Lot 2 of the Big R Commercial Park Subdivision. The final plat for the subdivision has not yet been submitted to and approved by the County Commissioners. Therefore, the building permit application is technically for an additional structure on the existing parcel. However, the proposed building is a regulated activity under the City's Watershed District Ordinance, and is located on property covered under Watershed District Permit No. 1-05. The proposed building includes four 30 feet by 80 feet bays for shop/office use. The building will be connected to a conventional ISDS system with a design flow of up to 2,000 gallons per day (maximum allowable without a State Permit). The proposed project is in compliance with Watershed District Permit provided that the applicable stormwater management improvements for Lot 2 of the Big R Commercial Subdivision are constructed. The improvements consist of a detention pond to be located on the westerly edge of the lot. Please call if you have any questions or need additional information. Sincerely, RESOURCE ENGINEERING, INC. Michael cion, P.E. Water R source Engineer MJE/mmm 341-10.13 CC: Jim Neu, Esq. r,.. s. 111-;,... Cn..:noone er.rl 1-h.rirnlnnicrc RECEIVED MAR 2 8 2005 LEAVENWORTH & KARP, P.C. Garfield County Building and Planning 108 8th Street Suite 201 Glenwood Springs, CO 81601 970.945.8212 Plan analysis based on the 2003 International Building Code Project Number: Project Name: Big R Address: 28485 Hwy 6&24 Occupancy: F-1 Construction: V -B Date: March 30, 2005 Contractor: Architect: Engineer: Report By: Gegulski Johnson Pattillo Andy Schwaller NOTE: The code items listed in this report are not complete listing of all possible code requirements It is a guide to selected sections of the code. intended to be a in the 2003 IBC. FRONTAGE INCREASE: Perimeter of the entire building = 400 feet. Perimeter which fronts a public way or accessible open space 200 feet. Minimum width of public way or accessible open space = 20 Allowable area increased 16.67% for frontage increase. -- Sec. 506.2 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS M Industrial Area F-1 ok M Industrial Area F-1 ok 1 Industrial Area F-1 ok TOTAL FOR FLOOR BUILDING TOTAL -- Sec. 503, 504, 506 and Table 503 2260 756 9600 9600 9600 9917 9917 9917 0.97 0.97 0.97 NA NA ok ok ok Mezzanine area is not included in the floor area when calculating the allowed floor area. -- Sec. 505.1 Note: The aggregate area of mezzanines shall not exceed 1/3 of the floor area of the room or area that it is open to below. Do not include enclosed areas on the main floor when calculating the allowed mezzanine area. -- Sec. 505.2 The actual height of this building is 28.0 feet. The maximum height of this building is 40.0 feet. -- Table 503 Code review for: Project Id.: Big R Address: 28485 Hwy 6&24 PROPERTY DESCRIPTION: North Side has a property East Side has a property South Side has a property West Side has a property line. line. line. line. - Distance - Distance - Distance - Distance Page # 2 to property line = 1000.0 to property line = 232.0 to property line = 400.0 to property line = 440.0 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 NORTH EAST OCC BRG NON OPNG% BRG NON OPNG% WALL BRG UP/PR WALL BRG UP/PR F-1 0 -hr 0 -hr NL/NL 0 -hr 0 -hr NL/NL SOUTH BRG NON OPNG% WALL BRG UP/PR 0 -hr 0 -hr NL/NL WEST BRG NON WALL BRG 0 -hr 0 -hr OPNG% UP/PR NL/NL The exterior walls may be of COMBUSTIBLE material. -- Sec. 602.5 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 lhr 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 lhr are required protected with 1 1/2 hour assemblies. -- Sec. 715.4 No fire protection requirements for openings. Openings are not permitted in this wall. NL NP 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. Page # 3 Code review for: Project Id.: Big R Address: 28485 Hwy 6&24 EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC CORRIDOR DOOR NOTES OCC EXITS WIDTH HDWR RATING SWING M2 Industrial Area 23 1 4.6 No N/A N/R M1 Industrial Area 8 1 1.6 No N/A N/R 1 Industrial Area 96 2 19.2 No N/A Out 1 TOTAL FOR FLOOR 127 2 25.4 No N/A Out FOOTNOTES: 1. Two exits are required from this area since the occupant load exceeds allowable in Table 1014.1 NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 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 minimum 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 50 percent. -- Sec. 1005.1 Page # 4 Code review for: Project Id.: Big R Address: 28485 Hwy 6&24 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 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. Page # 5 Code review for: Project Id.: Big R Address: 28485 Hwy 6&24 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 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. 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 Page # 6 Code review for: Project Id.: Big R Address: 28485 Hwy 6&24 STAIR REQUIREMENTS: Stairways: 1. The riser heights shall not be less than 4 inches or greater than 7 inches. The minimum tread depth is 11 inches. -- Sec. 1009.3 The maximum variation is 3/8 inch between the largest and the smallest in a stairway flight. -- Sec. 1009.3 2. The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 50. -- Sec. 1009.1 Also, check exit table above to see if minimum width is greater than 44 inches. 3. Provide a handrail on each side of stairways. -- Sec. 1009.11 Handrail height, measured above stair tread nosing, shall be not less than 34 inches and not more than 38 inches. -- Sec. 1009.11.1 Handrails with a circular cross section shall have an outside diameter of at least 1 1/4 inches and not greater than 2 inches or shall provide equivalent graspability. -- Sec. 1009.11.3 Handrail -gripping surfaces shall be continuous without interruption by newel post or other obstructions. -- Sec. 1009.11.4 Handrails shall return to a wall, guard or the walking surface or shall be continuous to the handrail of an adjacent stair flight. Where handrails are not continuous between flights, the handrails shall extend horizontally at least 12 inches beyond the top riser top riser and continue to slope for the depth of one tread beyond the bottom riser. -- Sec. 1009.11.5 4. Open sides of walking surfaces which are located more than 30 inches above the floor or grade below are required to have a guard. -- Sec. 1012.1 5. The minimum height of guard is 42 inches. -- Sec. 1012.2 6. Open guards shall have balusters or ornamental pattern such that a 4 -inches diameter sphere cannot pass through any opening up to a height of 34 inches. From a height of 34 inches above the adjacent walking surface to 42 inches above the walking surface, a sphere 8 inches in diameter shall not pass. -- Sec. 1012.3 Exception 1. The triangular opening formed at the riser, tread and guardrail may be 6 inches. Exception 3. Areas which are not open to the public within I-3, F, H, or S occupancies, balusters, horizontal intermediate rails, or other construction shall not permit a sphere with a diameter of 21 inches to pass through. 7. The minimum headroom clearance is 80 inches (6 ft.- 8 inches.) measured vertically from a line connecting the edge of the nosing. Headroom shall be continuous to the point where the line intersects the landing below. The minimum clearance shall be maintained the full width of the stairway and landing. -- Sec. 1009.2 8. Enclosed usable space under the stairs is required to be protected by 1 -hour fire -resistive construction or the fire -resistance rating of the stairway enclosure, whichever is greater. -- Sec. 1019.1.5 9. A flight of stairs shall not have a vertical rise greater than 12 feet between floor levels or landings. -- Sec. 1009.6 Page # 7 Code review for: Project Id.: Big R Address: 28485 Hwy 6&24 2. The openings into the exit enclosure are required to be 1 hour fire assemblies. -- Table 715.3 Openings into enclosure are limited to those necessary for exit access to the enclosure from normally occupied spaces and for egress from the enclosure. -- Sec. 1019.1.1 Doors shall be self-closing or automatic closing. -- Sec. 715.3.7 3. Exit enclosure must discharge directly to the exterior of the building. -- Sec. 1023.1 Exception 1: 50 percent of the number and capacity may exit through areas on the level of discharge provided all of the following are met: 1.1 There is a free and unobstructed way to the exterior that is readily visible and identifiable form the exit enclosure. 1.3 The egress path from the enclosure and all portions of the level of discharge with access to the egress path are protected with an automatic sprinkler system or separated from the egress path as required for an exit enclosure. Exception 2: 50 percent of the number and capacity may exit through a vestibule provided all of the following are met: 2.2 The depth from the exterior of the building is not greater than 10 feet and the length is not greater than 30 feet. 2.3 The vestibule is separated from the remainder of the level of exit discharge by construction providing at least the equivalent of approved wired glass in steel frames. 2.4 The vestibule is used only for means of egress and exits directly to the outside. 4. The walls and soffits within enclosed usable spaces under stairways shall be protected by 1 hour fire resistant construction. Access to the enclosed usable space shall not be directly from within the stair enclosure. -- Sec. 1019.1.5 -- Sec. 1019.5 EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group F1 is 200 feet. -- Table 1015.1 Page # 8 Code review for: Project Id.: Big R Address: 28485 Hwy 6&24 BUILDING ACCESSIBILITY 1. In addition to accessible entrances required by Sections 1105.1.1 through 1105.1.6, at least 50 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 Page # 9 Code review for: Project Id.: Big R Address: 28485 Hwy 6&24 Areas containing high piled combustible stock or rack storage in any occupancy group require smoke and heat vents. Design to comply with the International Fire Code. -- Sec. 910.2.3 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 CEILING HEIGHTS: 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 Page # 10 Code review for: Project Id.: Big R Address: 28485 Hwy 6&24 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. 803.6.2 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) 2. Where such materials are installed in concealed spaces, the flame spread and smoke developed limitations do not apply to facings, coverings and layers of reflective foil that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. -- Sec. 719.2.1 Foam plastic insulations are required to be protected. -- Sec. 2603 ACCESSIBLE FACILITIES: 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 Page # 11 Code review for: Project Id.: Big R Address: 28485 Hwy 6&24 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 Page # 12 Code review for: Project Id.: Big R Address: 28485 Hwy 6&24 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 8. 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 Page # 13 Code review for: Project Id.: Big R Address: 28485 Hwy 6&24 GLAZING REQUIREMENTS 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 adjacent 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 81504 Phone: 970-434-6988 Cell: 970-260-2844 j Inspection Report Report #1 Page 1 of 1 Date: 5-26-05 Project: Metal Building Big R Enterprises Address: 28485 Hwy 6&24 Garfield County, CO Building Permit No.: 9451 Contractor that Performed Work: KDM Builders Inspection of shop fabrication or field work at job site: Field Report: Observed the steel erector test three sample bolts of each diameter (5/8", 3/4", and 1 ") in a Skidmore -Wilhelm bolt tension testing device using the turn of the nut method with match marking techniques. The high strength A325 bolts tested above were random samples of the bolts used in the main frame & mezzanine connections. Inspected the bolt tightening in process at the main frame rafter to column connection using the turn of the nut method with match marking at grid A/1. The high strength bolts tested & the bolt tightening inspected above appeared to be in compliance with the drawings & the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. Inspector/Technician: Douglas E Young West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Inspection Report Report #2 Page 1 of 1 Date: 6-1-05 Project: Metal Building Big R Enterprises Address: 28485 Hwy 6&24 Garfield County, CO Building Permit No.: 9451 Contractor that Performed Work: KDM Builders Inspection of shop fabrication or field work at job site: Field Report: Visually inspected the high strength bolting at the main & mezzanine frame connections along grid line A & C. The high strength bolting inspected above appeared to be in compliance with the drawings & the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts except as noted below. 1) There appeared to be a few bolts that had not yet been tightened. The steel erector was made aware of these bolts. 2) At the column stub to rafter connections along grid line C grade 8 hardware store bolts had been used in lieu of the ASTM A325 bolts called out for on the drawings as apparently these bolts had not been shipped from the building manufacture. The steel erector was going to contact the building manufacture regarding this discrepancy. The remainder of the high strength bolting will need to be inspected when the steel erector gets back to the bolt tightening. Inspector/Technician: Douglas E Young REGI 3014 WEST SLOPE TESTING & INSPECTION 3177 Glendam Dr Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 6-24-05 Page 1 of 1 Andrew Schwaller Building Official 108 8th st., Suite 201 Glenwood Springs, CO 81601 Please find enclosed copy of my most resent ICC special inspectors certification and inspection reports to date for metal building at 28485 Hwy 6&24. Thank You; Doug Young • v West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Inspection Report Report #3 Page 1 of 1 Date: 1-9-06 Project: Metal Building Big R Enterprises Address: 28485 Hwy 6&24 Garfield County, CO Building Permit N : 945 Contractor that Pe ormed Work: KDM Builders Inspection of shop fabrication or field work at job site: Field Report: Visually inspected & reinspected the remainder of the high strength bolting at the main & mezzanine level frame connections that was not inspected & accepted at an earlier date. To the best of my knowledge this completes the special inspections of' high strength bolting providing the building manufacture will provide some documentation approving the two items noted below. If additional work is required for the items below to meet the building manufactures requirements these items will need to be reinspected. 1) At the hanging column stub to rafter connections along grid line C grade 8 automotive bolts had been used in lieu of the ASTM A325 bolts called out for on the drawings as apparently these bolts had not been shipped from the building manufacture. 2) Two of the main frame rafter to haunch column connections grids D/2 & D/4 had to be shimmed & welded at the upper part of the connection due to a gap. All of the bolts had also been installed & tightened at these two connections. Inspector/Technician: Douglas E Young 14 Jan 27 06 01:12p S H Doug Young p.4 West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Final Inspection Report Report #4 Page 1 of 1 Date: 1-27-06 Project: Metal Building Big R Enterprises Address: 28485 Hwy 6&24 Garfield County, CO Building Permit No.: 9451 Contractor that Performed Work: KDM Builders Inspection of shop fabrication or field work at job site: Field Report: This report is to clarify that to the best of my knowledge the two discrepancies concerning the high strength bolting at the steel connections as noted in inspection report #3 have been resolved. Inspector/Technician: Douglas E Young D4 f /7 r' GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT Permit 4053 Assessor's Parcel No. This does not constitute a building or use permit. PROPERTY Owners Named A ` liter/ ;s Se cPresent Ad dress -C7(11 —A`T ` 9-' Phone (Da�l -cN #!O System Location liter/ c31$ co (2/77—/i/ -no -t/7.' Legal Description of Assessor's Parcel No SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Betlrooms (or oth r) Required Absorption Area - See Attached Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other nf,,,,� Date \ in -5/06, Inspector -51A `" ._1eer Chris4pher Acn /cf RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE 1441r 5c3-7(7 •CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25. Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense (S500.00 line — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT J M Y No 94/0-'/ 0-'/ Job Address Owner Contracto Set acks: Soils Test Footing Foundation Grout Assessor's Parcel No 17-7-- / / / -AJC - 4-7E Date Li -I ea. -OS t) BUILDING PERMIT ARD iw V -a4,/ b Front Address r � Address Rear Underground Plumbingy Rough Plumbing /L - Framing / G_S Aartti tip/Lei" ��3FdeeX {_3Q�1__.,1 RH INSPECTIONS lar` Insulation Roofing Drywall 1t-22- OS Alt Gas Piping 12'1215 knit, EXTERIOR Address No Drainage Decks -support 8 clearance to wood Decks -stirs 8 rails Exterior locks 7 Fishing around doors & windows Insect screens INTERIOR GARAGE Fire wall separation Service doors-1kt" min. Door (20 min.) wlauto closer -11/4" min Mech. equip 18, above floor No opening into sleeping ars BASEMENT -CRAWL AREA Access Insulation Headroom/Stairs Ventilation rvf}' NOTES LH Phone illi 25- -rgsvn Phone # Zoning Weatherproofing Mechanical Electrical Rough (State) it -n 0c Electrical Final (State) /-.27-0 4 Final.2'/-04t91tt/Checklist Complete_ Certificate Occupancy # Date Septic System # 3 Date / CIS • Final . (-2c4t, 9 Other FINAL CHECKLIST MECHANICAL ROOM Boiler Fol water A iir Floor drain Clearance h Air con system /(,L/ Hot water heater al/7-- V- Combustion /7-- / Combustion air Gas piping valves LPG Drain FIREPLACE/STOVE Clearance to combustibles Termination of chimney Combustion air Hearth (17' or 20" on sides) Glass doom Certified by - REMARKS (continue on back) STAIRWAYS Headroom (8'8") Railing & guardrails Width Rise 8 run KITCHEN Clearance above grill Exhaust tan Broiler exhaust (1 hr chase) BEDROOMS Egress Smoke detector BATHROOMS Exhaust tan Shatterproof gins OT� //� Q G� QQI�Aan" IINSPECTION WILL NO, c MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS nonce REQUIRED FOR INSPECTIONS HOURS NOTICE INSPECTIONS 1 BUILDING PERMIT „Lib GARFIELD COUNTY, COLORADO Date IssuedL!` 40 'S Zoned Area Permit No9 (151 AGREEMENT In consideration of the issuanre 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 grant* 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 - Jp VOID. Us$4te t U3aftkoct Addror po'1 X5YY�/,ao i T t i Owne nf rkSPS Cdatnctor-kb Re Ki Side Rear Sethacks Front Side This Card Must Be Posted So It is PIM? lyy Visible From The Street Until Final Inspection. INSPECTION RECORD Footing f /e i D Tv c Driveway Fouktitrott f��{jlps" 75 : yel/es-- Afit Underground Plumbingg/)y c, I0v-yiLxp Insulation 0k Ape Rough Plumbing / `� (j- 5 Drywall [9..-Z2-05- . Chimney & Vent U2,VrerkElectric Final (by State Inspector), ,; » Gas Piping t9A7A S Final a-/-06 Lit Electric Rough (ByStateInspector))} -))-Q O Septic Final El 5;:tu fri_, 1- ,dy 'e �State Framing j'}.,-I1-fl1 . �0..ii (To include Roof in place and Windows and Doors installed). 44 gat u/- Notesfsmor pljl rG se✓ -Pi/e. ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado APPROVEDDO (FitNO, T ,DESTROY THIS CARD 5 Date gi alo�By•lY t Ce WC h' IF PLACED OUTSIDE - C VER WITH CLEAR PLASTIC AtJ' IC 1p(Q5