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HomeMy WebLinkAboutApplication-PermitGarfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address Nature of Work Use of Building C -N Owner 0 (i . Buildin_ Permit ` NO. 9785 f Contractor Amount of Permit $ 112 Hcs-vt,.___ c)c-5 Date Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8"' Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 Permit leo: Q( [ 5 Parcel/Schedule No: ©s4 r,' o ao, Job Address: Section 30; Township 5 South; Range 95 West, 10652 CR 215, Parachute, CO 81635 l Lot No: Block No: Subd. / Exemption: 0008 00 N/A 2 Owner Oil & Gas Address: Address: Parachut 2wSuite 100 970-285-2600 Contractor: F,Ik Horn Constru •t Address: .5 i ' ' i • Address: 8450 E. Cresent Pk Greenwood Village, CO Ph: _7 - - : t Ph: 303-714-4840 Lic. No. Lic. No. 20250 Architect/Engineer:. Salnuel Enngineerin ., Inc Sq. Ft. of Building:5858 Sq Ft Sq. Ft. of Lot1.30,680 Sq Ft (3 Acres) Height: 34' 10" Nn. of Floors: 1 Use of Buildixng Compressor Building . t 9-5-1,1"., Describe Work: Excavation, Concrete Pouring, and Structural Erection of Building 8 Class of Work =1 New 0 Alteration 0 Remove 0 Addition 0 Move 9 10 Garage: 0 Single N/A 0 Double Carport: 0 Single N/A 0 Double Driveway Permit 0 On -Site Sewage N/A N/A Disposal , Site Plan Valuation of Work: $ Adjusted Valuations: S 188,791 Special Conditions: Building will house multiple compressor units and associated equipment. NOTICE A SEPARATE ELECTRICAL PERMIT 15 REQUIRED AND MUST BE ISSUED BY THE 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 IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I 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 COMPLETED 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 CO STR TION. a, X23 (/ Plan Check Fee: irap i A( Permit Fee: /1.? 5 `" Total Fee: r7 F Dated Permit Issued: OCC Group: » / Con . s e: .--- Zoning:Setbacks: Manu. Home: 10 ISDS No. & Fee: At- v ff l :LDG pE":, . PLNG. DEFT. APAR* pry *ATE 4":* , r AGREEMENT PERMISSION IS 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 USI REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY G1VEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT I. THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBEI STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE 1T SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAI+TEI REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION REIN( 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 AN RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS ANI IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY'WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDEI TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Garfoxn.003 REBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL) (it 4f 60(A 02-4-03 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.) I5 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 occupancyuse and the issuance of a Certificate of Occupancy for the dwelling under building permit # Signa Bpcon Oct2004 i/f?3 •a s Date GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS AL'IERATTONS 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. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. 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. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IBC, IPC, IMC and IFGC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 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: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes i- 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 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 only", "Approval drawings only", "For permit issuance only" or similar language? Yes V No Not necessary for this project 2 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes 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 t/' 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes ✓ No Not necessary for this project 7. If the building is a pre-engineered structure, is there a stamped, signed engineered 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 craws 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 IBC or IRC for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes ,% No Not necessary for this project 11. Do the plans include design loads as required for floor loads under the 113C or IRC? Yes V" 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 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes v`'No Not necessary for this project 3 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 elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Check applicable zone district for building height maximum) 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 11 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 IBC or IRC? Yes No Not necessary for this project 1,/ 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 IBC or IRC? Yes No Not necessary for this project t/ 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 a/ 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? (Occupancy as identified in the IBC Chapter 3) Yes if- 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 V 4 25. Is the location of all natural and liquid petroleum gas fiirnaces, boilers and water heaters indicated on the plan? Yes No Not necessary for this project f 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 r/ 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project V 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes r/' No 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes F% 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 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 Resolution for setbacks. Yes V No 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes No 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yes V No 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? 5 Yes t/ 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 r/ No 36. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30 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 result in a $50.00 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 Department at 625-8601. Yes V" 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 a/-- No 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule Number for the lot you are applying for this permit on prior to submittal of the building permit application? Your attention in this is appreciated. Yes V No 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes No (Please check with the building department about this requirement) 6 42. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes ✓ I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. Phone: Phone:97D-CA5-g' 5 (days); 70 -8 7( - 544 (evenings) Project Name: "fiddle iaezh Cain/Res1Rsishut Project Address:O S 5ity yv R 1,1 /.5! Fe ud c2 . Note: Date 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 Feb2005 7 PLAN REVIEW CHECKLIST Applicant IC.--fte44-744, Date / //-gyp /Building Engineered Foundation (( °riveway Permit dyed Site Plan Septic Permit and Setbacks Gade/Topography 30% Attach Residential Plan Review List Minimum Application Questionnaire tiESubdivision Plat Notes 'Fire Department Review aluation Determination/Fees Red Line Plans/Stamps/Sticker- Attach Conditions pplic tion Signed tan Reviewer To Sign Application `-Parcel/Schedule No. 40# Snowload Letter- Manf. Hms. 41 A. Soils Report GENERAL NO'T'ES: Planning/Zoning V Property Line Setbacks Oft Stream Setbacks Flood Plain frt wilding Height Ging Sign -off !lead Impact Fees vgbA/DRC Approval ?ade/Topography 40% 4annin ssues Subdivision Plat Notes No Job Address D Owner Contractor Setbacks: Front Soils Test BUILDING PE Assessor's Parcel No 1 ?j9) -- Date - �� T CAR Address Address Rear RH T LH PhoneNG PhoneZoning z.:5.7----1 \rcle,)aeatherproofing Footing (• 15-0{ait Foundation Grout Underground Plumbing Rough Plumbing Framing Insulation Roofing Drywall Gas Piping NOTES Mechanical Electrical Rough (State) Electrical Final (State) Final ?_• rt+ 1 /Checklist Co aced? J A4' CC.. Certificate Occupancy # Date Z- 2 . - r C� Septic System # Date Final Other (continue on back) T ; STE THE J 24 HOURS NOTICE REQUIRE, FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued.k.12" ' Zoned Area Permit No Creeir; AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use ► Pbet' 11404144 C � / Address or Legal Descriptio Owner Contractor Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 1-- -D ktll Foundation 2r5 6k Underground Plumbing Rough Plumbing Chimney & Vent Gas Piping Electric Roug ( y State Inspector) Framing (To include Roof in place and Windows and Doors installed). Driveway Insulation Drywall Electric Final (by State Inspector) r.� Septic Final Notes: 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 Q� NOT DES'. '. lFY THIS CA APPROVED Date i" 1 5101AL By IF PLACED OUTSIDE COVER WITH CLEAR PLASTIC COUNTY OF GARFI LD - BUILDING DEPARTMENT 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at /O 512 -- Permit No. i9 I have this day inspected this structure and these premises and found the following corrections needed: t 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 :o a7 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.: Compressor Building Address: Middle Fork Occupancy: F-1 Construction: II -B Date: January 10, 2006 Contractor: Elk Horn Designer: Reynolds Engineer: Bacon Report By: Andy Schwaller FRONTAGE INCREASE: Perimeter of the entire building = 316 feet. Perimeter which fronts a public way or accessible open space = 157 feet. Minimum width of public way or accessible open space = 20 Allowable area increased 16.46% for frontage increase. - - Sec. 506.2 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Industrial Area F-1 ok TOTAL FOR FLOOR BUILDING TOTAL - - Sec. 503, 504, 506 and Table 503 5858 18051 5858 18051 5858 18051 The actual height of this building is 25.0 feet. PROPERTY DESCRIPTION: North Side has a property East Side has a property South Side has a property West Side has a property OCC F-1 line. line. line. line. - Distance - Distance - Distance - Distance to property to property to property to property 0.32 0.32 0.32 line line line line EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 NORTH BRG NON OPNG% WALL BRG UP/PR 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 ok ok ok = 200.0 = 200.0 = 200.0 = 200.0 WEST BRG NON OPNG% WALL BRG UP/PR 0 -hr 0 -hr NL/NL Page # 2 Code review for: Project Id.: Compressor Building Address: Middle Fork 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 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 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.: Compressor Building Address: Middle Fork FIRE RESISTANCE RATINGS MATERIAL Noncombustible Noncombustible Noncombustible Noncombustible Noncombustible Noncombustible ELEMENT Structural Frame Interior Bearing wall Interior nonbrg wall Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs Page # 3 FOR BUILDING RATING 0 hour 0 hour 0 hour 0 hour 0 hour None 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. EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC CORRIDOR DOOR NOTES OCC EXITS WIDTH HDWR RATING SWING 1 Industrial Area TOTAL FOR FLOOR 59 2 11.8 No N/A 59 2 11.8 No N/A Out 1 Out FOOTNOTES: 1. Two exits are required from this area since the occupant load exceeds allowable in Table 1014.1 Page # 4 Code review for: Project Id.: Compressor Building Address: Middle Fork 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 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 # 5 Code review for: Project Id.: Compressor Building Address: Middle Fork 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 # 6 Code review for: Project Id.: Compressor Building Address: Middle Fork 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 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 Page # 7 Code review for: Project Id.: Compressor Building Address: Middle Fork 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. l is��JG.y COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT / CORRECTION NOTICE Date Received: 16 -APR -09 Perit Number: 661189 ContractorjHomeowner Address: Type of Inspection: Action: MURDOCK ELECTRIC INC 10652 CR 215 Final Accepted Comments or Corrections: New vent system to be under new •permit 1) make sure control panel is not in C1D2 location (fuses) Inspectors Name: Cyrus Tuchscher Phone Number: 970-625-5085 Date: 16 -APR -09" COLORADO STATE. ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENCIES 1580 Logan St Suite 550 Denver, Colorado 80203-1941 Phone: (303) 894-2985 https://www.dora.state.co.us/pls/real/Ep_Web_1nspection GUI.ProcessPage 10/27/2009 THUNDER MOUNTAIN TESTING +4, 2973 F. Road + Grand .Junction, CO 81504 (970) 256-9965 / Cell (970) 210-7008 / FAX (970) 314-7067 Encanta Oil & Gas 2717 Cord 215, Suite 1000 Parachute, CO 81635 ATTN: Mr. Rick Barnett RE: Compressor Building CR215 Parachute, Colorado Dear Mr, Barnett, December 9, 2009 Permit 410742 As requested, structural steel special inspection was conducted -per -the IBC 2006 -Edition— Chapter. 17: Structural Tests and Special Inspection and Garfield County requirements. 1 arrived on site at 1:30 PM. 1 met with you to review project requirements and high strength..btilting,specthcat.ions..;The..pre-.. manufactured metal building fabricator for this project is SIS Corporation iii Houston, Texas. The steel erector for this project is Dynamic Service Inc. in DeBeque, Colorado, Visual inspection was conducted at the Roof Framing Plan level on the 1/4" & 7/8" ASTM A325 High Strength beam to beam, beam to column, and crane rail bolted connections. Project bolt tension requirements indicate "Turn -of Nut" method as referenced in approved project drawings.pr-ovided-by SIS Corporation: Job No. 2300-01, File No. 2300-0 JA1 Rev. 0 dated 7/17/09. As a minimum, 10% of all connections, but not less than two bolts per connection were inspected for properrboit -terrsion,req°u°irements and match marking techniques as stated in ]BC requirements for periodic inspection: Table 1704.3, Item 2.b. Inspection was conducted at grid line E — G & I - 4. All bolted•com ections..inopeeted..were.obserued:to be adequately tensioned to project requirements. Respectfully Submitted, fi:, ?T f 'Scott -L. Maxwell ICC Certified -11.0863569 -Si & S2 T'huncler- Mountain Testing DYNAMIC v 1 C.. C S January 19, 2009 Encana Oil & Gas Mr. Rick Barnett 2717 County Road 215 Parachute, CO Reference: Middle Fork Compressor Station: Compressor Building Hi -Strength Bolt Torque Test The following are results of a torque test administered by Dynamic Services, of the hi - strength bolts in the above mentioned building. The procedure used was a Turn of the Nut process. Procedure is as follows: 1. Hand tighten all structural nuts and bolts with wrench or impact wrench. 2. Mark all nuts and bolts with paint marker in one straight line from bolt to nut. 3. Hammer wrench nuts another 3/ turn, as allowed to see with marking line. 4. Torque wrench nuts to see resulting poundage. Results are as follows: 1. Column to Rafter connections = 310 lbs. 2. Rafter to Rafter connections = 310 lbs. 3. Crane Beare connections = 280 lbs. 4. Wind Bent connections = 280 lbs. If you have any questions regarding the results of this test or the test itself, please feel free to contact me at 307-679-6442. Rob Ziegler Area upermtendent / Western Slope District Dynamic Services Account Page 1 of 1 Account: R260369 Location Owner Name EXXON MOBIL CORPORATION Parcel Number 2133-084-00- 006 Tax Area 046 - 16-BHFZ - 046 Situs Address Sibling Account No Legal Summary Section: 3 Township: 5 Range: 95 5-95 ALL OR PTS OF SEC'S 3, 5, 6, 7, 8, 9, 10, 15, 16, 17, & 18 5-96 ALL OR PTS OF SEC'S 1, 2, 11, 12, 13, & 14 Transfers Owner Information Owner Name EXXON MOBIL CORPORATION Owner Address ATTN: EXXON CO. U.S.A. PO BOX 53 HOUSTON, TX 77001-0053 Sale Price Sale Date 12/07/2007 12/01/1999 01/01/1900 01/01/1900 Tax History Images „ Tax Year Taxes _.,�.�.............,......_.....�..�.....•......Sketeh �.�...,�. IS *2010 $39,273.96 • Sketch 2009 $39,273.96 * Estimated Assessment History Actual (2009) Primary Taxable Tax Area: 046 Type Actual Improvement $1,964,540 Land $1,996,240 Doc Type EAS Deeds Deeds Deeds $3,960,780 $1,148,630 Mill Levy: 34.1920 Assessed Acres Units $569,720 1.000 $578,910 8553.060 Book Page B: 1780 P: 1 B: 0640 P: 0869 8: 0601 P: 0608 ONE �.lp it akaxh lye Apr N Wlnaowca https://act.garfield-caunty.com/assessor/taxweb/account. jsp?accountN um=R2603... 2/22/2010