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Home My WebLink AboutApplication- Permit1 Garfield County Building & Sanitation Department 108 8th' Street, Suite #401 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. 10054 Job Address C t r 6L Cal( 6 Nature of Work Buildin _ Permit C-- Use _ Use of Building 1' _ Owner i'\ "6 Contractor Amount of Permit $ i 1 1 1 .(3--' Date lc ZZ) ZC)O,ip Clerk LL, 4 Permit No: I Job Address: Lot No: GARFIELD COUNTY BUILDING PERMIT APPLICATION Los s'" street, Suite 201, Glenwood 8prim=e, CO 81601 3C, / '! �� Phone: 970- 6.8212 / Fax: 970-3843470: Inspection Line: 970-384-5003f.,.e) 0 1 f� 05 Parcel/Schedule No: 094 - GA 113 13(..1,6. 4f7 6,44.&,N, „-- G 0 o B lue No: Subd. / Exemption: A iDX/tAii)'``E/:,e_r 1 Address i4Ve . �I Ph: 9 7-7 "4.1 15 Address: !3.hltie.& 7 9 Owner, kI &' Db 3 Contrac or: goa, Srar/CYV Architect/Engineer: -t a D U Sq. Ft. of Use of Building: OU Address: x KA( 0 &I,— Sq. Ft. of Lot: _ _ _ _ z S I "D. - Des. . Work:. EN Work: el) STNS[-- failG-17/N'd MAIr17-7 otu5 Avz) , 4-7/tS Class of Work: 5( New UJ Alteration a Remove lr N 1] Addition :.3 Move Ph: Ph: 42-7 3/ 6 Height:1=11 c: (i Wk Ph: Lic. No. Lic. No. No. of Floors: Garage: O Single Doable 10 n Driveway Permit gis On -Site Sewage C 07- 4 ,Q4 Disposal 11 Valuation of Work: $ Adjusted Valuations: S—. 1 Special Conditions: =p41, A 44.4T4'i Ta ft1`7L Slat Mite 7400 Jt+ MLELscOLa ti �c�'� CO Carport: o Single U Double $. Site Plan NOTICE 4 -SEPARATE ELF.CTUICAL PERMIT 15 REQUIRED AND MUST BE ISSUED BY TIIE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED I5 NOT COMMENCED WITHLN 180 DAYS, OR, IF CONSTRUCTION OR WORK I5 SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I5 COMMENCED. HEREBY CERTIFY THAT I HAVE READ AND =AMP ED THIS APPLICATION AND KNOW THE SAME TO HE TRUE AND CORRECT. ALL PROVISIONS OF IAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER BPECIPiED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF NSTRUCTION. /) ) ./7 y`(—t'�l(ijf''y%, A�'Llanu. Home: D Plan Check Pee: Permit Fee: 370') e CO Total Fee: ilEk0 OCC Group: Zoning: PLNG. DEFT. APPROVAL/DATE AGREEMENT //��jj r� PERMISSION 15 HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRAt'Y?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 LANb USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT f0 AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION. CONSTRUCTION. AND USE OF THE ABOVE DESCRIBED STRUCTURE, TTiE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. Dated Permit Issued: Const. Type: Setbacks: 1SDS No. ik Fee: .144 ea /3 THE ISSUANCE OF A FERMI BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF T FIS 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 LLABLITlES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER_ COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Garfam.003 o< opj 54 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INTITALI: 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 all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, anchor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and Ale issuance of a Certificate of Occupancy for the dwelling under building permit # l 005 4.,6( Signature BpcontOct2004 Date //7 11( paA, FEE ESTIMATE IFF FINISHED LIVING SPACE: UNFINISHED BASEMENT: CRAWL SPACE: X 9.00 = X 74.68 = X41.00= GARAGE: X 18.00 UNCOVERED PATIO/DECK: X 12.00 = COVERED PATIO/DECK: X 24.00 MISC. (S cr)-13 X 39. $ `� �.. ;)(3-7.). MISC. TOTAL VALUATION: PLAN REVIEW FEE: 31° c` ,- PERMIT FEE: c)c 0 - 61) TOTAL: MANUFACTURED HOME SET UP FEE: SEPTIC — PERMIT: PERK: GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction Under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. 1 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.F.H. windshear, wind exposure 8, windload of 15 pounds per square foot and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. NOTE: 1063.1 (7.) Any site plan for the placement of any portion of a structure within 50 fl of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes L 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 surveyor with their signature and professional stamp on the design. Yes t/ No Not necessary for this project 3. Are the plans submitted for application review construction drawings and not drawings 2 that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes L/ No Not necessary for this project 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Jegistered Engineer? Yes L, No Not necessary for this project 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes 1/ 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 'V No Not necessary for this project 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes ✓ No Not necessary for this project 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No Not necessary for project ✓ 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes No Not necessary for this project / — 10. Do the plans include design loads as required under the Uniform Building Code for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes I' 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 I6A, I6B and 16C? Yes No Not necessary for this project 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes Lf No Not necessary for this project 13. Is the wind speed and exposure design included in the plan? Yes C— No Not necessary for this project 3 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes No Not necessary for this project 1------- 15. 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes [/ No Not necessary for this project 16. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing grade contours? Yes (/ 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 11 certifications or Phase 11 EPA certification? Yes No Not necessary for this project C/ 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 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 L' 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No Not necessary for this project 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes No Not necessary for this project C- 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the Uniform Building Code Table 5-A) 4 Yes i, No Not necessary for this project 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 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 projcct_4„, 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes No Not necessary for this project 27. Do the pians indicate that restrooms and access to the building are handicapped accessible? Yes L-/- No Not necessary for this project 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes L/ No 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes L/ No Not necessary for this project 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes No 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes,./ No 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes L/ No 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building pe t? Yes ✓ No 5 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 Occupancy and occupancy of the building? Yes L.- 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 t/ No 36. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale, in the afternoon. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. 37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00 re -inspection fee? Yes C— No 38. Are you aware as part of the submittal for a building permit you are required to show proof of a driveway access permit from the Garfield County Road & Bridge Department or if applicable the State Highway Department? If a permit is not necessary, then a letter stating that information is required. You can contact the Road & Bridge Department at 625-8601 or refer to the phone book for the State Highway Department phone number if applicable. Yes £.— No N/A 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 L. ----No 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcell Schedule Number for the lot you are applying for this permit on prior to submittal of the building permit application? Your attention in this is appreciated. Yes t�No 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes fi~ " No (Please check with the building department about this requirement) 6 42. Are you aware, that if you receive your water and/or sewer from an Association, a District or Municipality, you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption) at the time of the building permit application submittal? Yes No N/A 1 V 43. If you are within five (5) miles of the City of Rifle or the Town of Parachute, have you checked with them concerning water shed protection zone permit requirements for ISDS and other activities? Yes No NIA (� I hereby acknowledge that I have read, understand, and answered these questions to the best of my abili Phone: q7-7-1/ 1, (days); (evenings) Project Name: Project Address: 42V, G!2- 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 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. 7 Applicant PLAN REVIEW CHECKLIST k ‘, 014 Building /Engineered Foundation Date /Z -zg 06- Planning/Zoning Property Line - tbacks Driveway Permit 30ft Stre Setbacks Sotiveyed Site Plan >E6 f 1)1 OW,Floodain 414 Septic Permit and Setbacks rets r •-'Grade/Topography 30% Attach Residential Plan Review List ./Minimum Application Questionnaire -'Subdivision Plat Notes Grade/Topography 40% FreDepartment Review Planning Issues Valuation Determination/Fees Subdivision Plat Notes Buil ' ng Height Zo ng Sign -off R r, ad Impact Fees OA/DRC Approval Redim�Line Plans/Stamps/Sticker Attach Conditions JHppfication Signed Reviewer To Sign Application Parcel/Schedule No. („4_40# Snowload Letter- Manf. Hms. Soils Report GENERAL NOTES: Roland Parker Rudd Construction 132 Park Ave. Basalt, CO 81621 January 30, 2006 Re: Permit Application For Building E and F Dear Roland, We have reviewed the water storage and use of Cattle Creek for possible use as fire flow for these buildings. As per Bill Gavette, these sources of water will meet the requirements of the 1FC. We are now able to continue the review of these applications. Upon issuance of building permits there will be a stipulation that a C.O. for each building will not be issued until the improvements outlined in your letter of January 26, 2006 to the fire district are completed and a final inspection is made by the fire district. Thank you for your continued cooperation with this project. Please call if you have any questions. Yours truly, Andrew Schwaller Building Official 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: Address: Occupancy: F-1 Construction: II -B Date: December 28, 2005 Contractor: Architect: Engineer: 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 = 490 feet. Perimeter which fronts a public way or accessible open space = 490 feet. Minimum width of public way or accessible open space = 20 Allowable area increased 50.0% for frontage increase. -- Sec. 506.2 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Manufacturing Area F-1 ok 15000 23250 TOTAL FOR FLOOR 15000 23250 BUILDING TOTAL 15000 23250 -- Sec. 503, 504, 506 and Table 503 0.65 0.65 0.65 ok ok ok PROPERTY DESCRIPTION: North Side has building. - To building = 60.0 ,assumed property line 30.0 Exterior wall rating based on distance to assumed property line. - - Sec. 704.3 and 702.1 FIRE SEPARATION DISTANCE East Side has building. - To building = 75.0 ,assumed property line 35.0 Exterior wall rating based on distance to assumed property line. - - Sec. 704.3 and 702.1 FIRE SEPARATION DISTANCE South Side has a property line. - Distance to property line = 100.0 West Side has building. - To building = 75.0 ,assumed property line 30.0 Exterior wall rating based on distance to assumed property line. -- Sec. 704.3 and 702.1 FIRE SEPARATION DISTANCE Page 4 2 Code review for: Project Id.: Address: EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 NORTH OCC BRG NON OPNG% WALL BRG UP/PR F-1 0 -hr 0 -hr NL/NL EAST BRG NON OPNG% WALL BRG UP/PR 0 -hr 0 -hr NL/NL SOUTH BRG NON OPNG% WALL BRG UP/PR 0 -hr 0 -hr NL/NL WEST BRG NON OPNG% WALL ERG UP/PR 0 -hr 0 -hr NL/NL The exterior walls are required to be of NONCOMBUSTIBLE material. -- Sec. 602.2 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 fee-. -- 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 NL = 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. Code review for: Project Id.: Address: FIRE RESISTANCE ELEMENT Structural Frame Interior Bearing wall Interior nonbrg wall Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs Page # 3 RATINGS FOR BUILDING RATING 0 hour 0 hour 0 hour 0 hour 0 hour None MATERIAL Noncombustible Noncombustible Noncombustible Noncombustible Noncombustible Noncombustible ELEMENTS Table 601 NOTES Note 5 , 13 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. Page * 4 Code review for: Project Id.: Address: Membrane penetrations of walls: 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. Page # 5 Code review for: Project id.: Address: DUCTS AND AIR TRANSFER OPENINGS -- Sec. 716 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. 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 NUMB MIN MIN PANIC CORRIDOR DOOR NOTES OCC EXITS WIDTH HDWR RATING SWING 1 Manufacturing Area 75 2 15.0 No N/A Out 1 1 0.0 No N/A Out TOTAL FOR FLOOD. 75 2 15.0 No N/A Out FOOTNOTES: 1. Two exits are required from this area since the occupant load exceeds allowable in Table 1014.1 Page # 6 Code review for: Project Id.: Address: 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 axea 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 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 Page # 7 Code review for: Project Id.: Address: 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 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 EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group F1 is 200 feet. -- Table 1015.1 Page # 8 Code review for: Project Id.: Address: 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 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 Page # 9 Code review for: Project Id.: Address: 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) 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 # 10 Code review for: Project Id.: Address: 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 Boors 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 closers 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 # 11 Code review for: Project Id.: Address: 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 Page # 12 Code review for: Project Id.: Address: 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 natio 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. Page 1 of 2 Matt Provost From: Andy Schwaller Sent: Friday, February 15, 2008 2:46 PM To: Matt Provost; Dave Mead Subject: FW: RUDD Building E For your info and the file. From: Vem Holmes [mailto:vholmes@carbondalefire.org] Sent: Friday, February 15, 2008 2:36 PM To: Andy Schwaller Subject: RE: RUDD Building E Sony Andy, it did pass. Have a great weekend. From: Andy Schwaller [mailto:aschwaller@garfield-county.com] Sent: Friday, February 15, 2008 12:58 PM To: Vern Holmes Subject: RE: RUDD Building E Vern, assume it passed? Thanks, Andy From: Vern Holmes [mailto:vholmes@carbondalefire.org] Sent: Friday, February 15, 2008 11:14 AM To: Andy Schwaller Subject: RUDD Building E Andy, We completed the final sprinkler inspection for Rudd's Building E on Cattle Creek. Please call if you have any questions. Vem Holmes Emergency Management Coordinator Carbondale & Rural Fire Protection District 300 Meadowood Drive Carbondale, CO 81623 (970) 983-2491 (970) 963-0569 (Fax) 2/15/2008 WEST SLOPE TESTING & INSPECTION 3177 Glendam Dr Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 8-27-07 Page 1 of 1 Andrew Schwaller Garfield County Building Official 108 8th St., Suite 401 Glenwood Springs, CO 81601 Please find enclosed copies of special inspection reports for Cattle Creek Commercial Lot B Building E, Airplane Hanger Building B-3 & Carbondale Mini -Storage Building P. Thank you; Doug Young RECEIVED AUG 2 8 2007 BUILDING & PLANNING West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Report #4 Page 1 of 1 Final Inspection Report Date: 7-26-07 Project: Cattle Creek Commercial Lot B Building E Address: 0062 CR 113 Glenwood Springs, CO Building Permit No: 10054 General Contractor: Rudd Construction Contractor that Performed Work: Western Slope Erectors Inspection of shop fabrication or field work at job site: Field Report: Reinspected the items noted in the last inspection report. Also tested a minimum of two bolts per connection at the main frame & end wall frame column & rafter connections for proper tightness. A few items were discovered that needed corrected. These items were corrected, and then the high strength bolting inspected & tested as outlined in reports 1 thru 4 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. To the best of my knowledge this completes the special inspections of the high strength bolting as outlined in reports 1 thru 4 at this building. Inspector/Technician: Douglas E Young COUNTY OF GARFIELD -BUILDING DEPARTMENT COR ECTI NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at jC Permit No. /c'j5 V I have this day inspected this structure and these premises and found the following corrections needed: 1)64. -2c�.�a-fes Gj 7 )(Call for Re -Inspection ❑ $50.00 Re -Inspection Fee must be paid prior to Re -Inspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 19 20 Building Inspector Phone (970) 945-8212 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTS N OTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8272 Job located at c.. C/ //3 AWE Permit No. / c I have this day inspected this structure and these premises and found the following corrections needed: i)eCall for Re -Inspection ❑ $50.00 Re -Inspection Fee must be paid prior to Re -Inspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date c� -/5. D¢ 20 Building Inspector -,-)&10,,,aizjeA0 Phone (970) 945-8212 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St.., Suite 401 Glenwood Springs, Colorado Phone (970) 9458212 Job located at 006;2 dIZ 113 de/oeE Permit No. 406,6-Y 1 have this day inspected this structure and these premises and found the following corrections needed: /077i l,z,7Z4. 4) ail „s_ 3)-4d �o,�' -›-; ¢,�.eteorr el•Call for Re -Inspection ❑ $50.00 Re -Inspection Fee must be paid prior to Re -Inspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 02.--N-08- 20 Building Inspector Phone (970) 945-8212 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at tafirM (T & 6 ( /13 Permit No. J ° CJ S 1 I have this day inspected this structure and these premises and found the following corrections needed: Hoe k� �3G �1'%ry„1CJ• V12 Cltd� ❑ Gall for Re -Inspection ❑ $50.00 Re -Inspection Fee must be paid prior to Re -Inspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date --- Building Inspector Phone (970) 945-8212 20 or - COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at od6:01‘ e/ //3 Permit No. /4045-4( I have this day inspected this structure and these premises and found the following corrections needed: Sef-404-v-4 You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 20 Building Inspector 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 /GOS / Permit No. /c'5'( I have this day inspected this structure and these premises and found the following corrections needed: -7 ezz-e,-.47-041-e 17. ,,‘e/zd/ 6i-al.-.L,-Lc,,eve,f2,2,/epv7' 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 7-.2. 2 20 Building Inspector Phone (970) 945-8212 Feb 15 2008 5:08PM Rudd Construction 02-15-08; 0:58AM, AO. Box 1900 1011 Grind Avenue Glenwood Springs, CO 51662 Mr. Roland Parker Rudd Construction 0132 Park Avenue Basalt. CO 81821 Rudd 970-927--4027 ZANCANE1d AND 4SSOCLATEV,it4C. 040I iG CONSULTANtt February 15, 2008 Re: Cattle Creek Commercial Center, 1513S West of Buildings E and F Garfield County ISDs Permit#4213, 22 August 2006 Dear Roland: p. g S! (970) 945.5700 1970) 945-1253 Fix Thls letter is to finalize t e permitting for the individual sewage disposal system which was constructed for the ombination of buildings shown on the utility plan for Buildings E (permit #100554) and F (permit #10055). Based on our observation of the construction, as well as information provided by your company, we believe that the system constructed meats the intent of the approved design. If you have any questio Very truly yours, Zanc ells & Associa please call our office at (970) 945-570x,, Timothy P. Beck, P.E. # 0630 cc: Matt Provost, Gerrie) County Bldg. & Planning 1 Z:18700U'al974041 Rudd We na►4740 0i Cattle C►Nlt U3 y 120ae k1 D6F ISMS d e Assessor's Parcel No.2-3ci� C'r 3S Date 1 1 E2i OCe BUILDING PERMIT CARD Job Address c' ' * �` 1 L.t6 E , `C'��l�Q� �� "' /no_ oA cI E k QJup. Owner \ CSL` y U f .t rQ _ Address 1 1VG`', ALL ,' 1�hon # (11 Contractor k C <0- � f�C �►-� Address `' - Phone # `‘- Setbacks: Front N,1.16z L �L Soils Test Footing Foundation Grout Rear RH • • INSPECTIONS it LH Zoning Weatherproofing Mechanical Electrical Rough (State) Electrical Final (State) Underground Plumbing --0nal02 al --0a /Checklist Completed? Rough Plumbing 7jJi7 7 Framing - iftie Insulation Roofing Drywall /O-0\4-0in-» 0214AefeotACorkt.i Gas Piping `nom. cc,r pc)Te 5 ori_. r.U+tULf.,11-1.�, INA() k- t 1 Other Certificate Occupancy # '543-1-0 Date ti5SSa Septic System # '0,+0 Date Final !Z 14f6au '9-27-06 NOTES /31 .a&o7 $ d , 4da ,o1S'0Xe- `m pvtN)-Y ' _ o w o -� �- A prk v- kstk .rye c t�t -4 c. e r Lc� 1-0 C__0. ? (?-07 / ' i 14144*- 'AVE- e. OWL /2 /7-07 s o4 nt�nue on back) INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 FLOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING : PLR HtIT GARFIELD, .COUNTY COLORADO Date Issued.1j1 /'Iri ohed Area Perme NoJ.00 AGREEMENT. In consideration of the issuance of this permit, the:applicant hereby atree's to comply with all laws and regulations related to the zoning; location; construction and elation of t ie proposed structure for which this permit is granted-, and further agrees that if the tbovesaid re ulatiyt ns are not fully complied with in the zoning, -location, erection and construction. of *ie`ilbove. described structure, the permit may then be revoked by notice from be County Build* Inspector and IMMEDIATELY BECOME NULL AND VOID. use 1k OY ht i P • .z� MMrr,�� Address or Legal Descriptiou�. 00aCL/F-.47:1; y i. j} 6 •_. C-'o16E/W Owner ktladel 1 W � ." 7A Contractor& L•N11 1y ( 5 nuc Side Rear This Card Must It Posted So It is Fla ' tisibte Frain The Street Until Final Inspectiom.. $etbaeks Front INSPECTION RECORD Footing'149,-/A.06 X 94.2:7-0606 Driveway (' 7.Z;07 i-'� • Foundation %r f lDoG ' Underground Plumbing j,v,.,,,fir' Insulation- • :! Rough Plumbing p Lf/ -••o? yfjp - Drywall - -2 g -o, Chimney & Vent Elbetric Final (by Stat arr. ixc O l' • Gas Piping: _ Final - - - Electric Rou h (By State'J • ' , ► ' ` Septic Final' ' . Framing ming g--�'-,_ ?n ,,,<< (To include Roof in pike an Wind and Doors instailed). _.m -r b Notes: iii du i'-- t z•!i3%n Y7/iu1 i -f ALL LISTED ITEMS MUST BE INSPECTED -AND APPROVED.RE•O*E:4OVERING - WHETHER INTERIOR OR EXTERIO,It, UNDERGROUND Q.14. ABOYB.. 7UND: =- THIS PERMIT IS ROT TRANSFE1tABLE For Inspections Call 3$4-5003 108 8th Stzeef Gregwood Sprin S, Colorado'' APPROVEDDO NOT DESTROY THIS CARD Date1117.2100 By:Ag an JIJ , 4 a, ` ,• . Y IF PLACED O.VI`SID , COVER WITH. -CLEAR PLAST