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HomeMy WebLinkAboutApplication-PermitProject Address Garfield County Building & Planning Department 108 Bth Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945.8212 Fax (970)384-3470 Parcel No. Subdivision issue Date: 12/11/2009 Section Expires: 06/09/2010 Township Range 000669 CR 326 SILT, CO 81652 - 217935300463 35 6 92 Owner Information Address Phone Cell Circle B Land Company, LLC 1099 18th Street Denver CO 80202 970-876-1959 Contractor(s) Phone Primary Contractor Renegade Pipe (435)820-0131 Yes Proposed Construction I Details Installation of pre -fab structure to house charge pump at Circle B well pad #4. FEES DUE Fee Amount Commercial Building Fee $139.25 Plan Check Fee $90.51 Total: $229.76 Valuation: Total Sq Feet: $ 6,739.72 169 FEES PAID nv'<Total..; P p. Amt Paid Amt Due Inv # BLCD-12-09-19929 $ 229.76 Check # 1053 Credit Card $1 36.01 $93.75 $ 0.00 Required Inspections: For Inspections can : 1(970)384.5003 nspection JVR See Permit Record Building Department Copy Friday, December 11, 2009 2 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8th Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-82121 Fax: 970-384-3470 / Inspection Line: 970-384-5003 www.garfield-county.com 1 Parcel No: (this information is available at the assessors office 970.945.9134) a 119 - 353 * 00 - qc3 2 Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description jtf/ 'cd C.rcJ 6 #q cil;pp,rf,4l A 1.-A -`4-. ol,, c,4. 321 v3Z4" In'k.rf.t0,a-T 3 Lot No: Block No: Subd./ Exemption: 4 Owner: (property owner) Ci.rcle!2)4.rndiC.,,,o,„y,Li. C Mailing Address: i i 9„eck real), ar.lQt S:I111Cv 31652 Ph: `i 7o -97(-f90 Alt Ph; trio- 30—io.aq 5 Contractor: ;AthQ,.5.1.- Erie. Mailing Address: 7 P.-. 8.• • V6t! Pr Rce,07r R7SOr Ph: 43s-9.10 -oi3 j Alt Ph: 6 Architect / Engineer: Poo, -e..r 5e.rt,:ce- Tn� Mailing Address: £(,25 &. ycltct!-�rta G>)ter� 1. va6acf Ph: 30-7_(0a2- 7 22 Alt Ph: 7 Sq. Ft. ofBuilding: I5G4- Sq. Ft. or Acres of Lot: 2.1-9 2..1 Height: No. of Floors: 8 Use of Building: c ow, a-1.1). -,9 Cli^; e_ P 9 Describe Work: p pp y�,�t1 fl\ -1,,- of fr.,- $i"...,(4 -r - To Acof4` CA w r3 y,PMf' 10 Class of Work: \ti New o Alteration a Addition 11 Garage: ,,,14 o Attached a Detached Septic: /1. 4 o ISDS ❑ Community 12 Driveway Permit:Owners (xe..P+ F.s- j.lcar/91 ,11 (s.�,e.,Otz.� 2,+..�:1� valuation of Work: $ 1 i 1 i G , 3 p I Authority. This application for a Building letter of authority, signed Legal Aesessd A Building Permit cannot Other Permits,.Multiple separate permits NOTICE Permit must be signed by the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate by the Owner, must be provided with this Application. be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. may be required: (I) State Electrical Permit, (2) County €SDS Permit, (3) another permit required for use on the property identified above, e.g. Stale or Access or a State Wastewater Discharge Permit. null and void if the work authorized is not commenced within 150 days of the date of issuance and if work is suspended or abandoned for a period of 150 CERTIFICATION and that the information contained above is true and correct. I understand that the Building Department accepts the Application, along with the plans by me or on my behalf (submittals), based upon my certification as to accuracy. and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on Department. Building Petmit,1 agree that 1 and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building land use regulations (County Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law. Department to enter the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Permit does not prevent the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation law. submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without and/ or builder. I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: CLy(.- / Z— 3 — n 9 County Highway/ Road Vold Perm, A Building Permit becomes days after commencement. I hereby certify that I have read this Application and specifications and other data submitted Assuming completeness of the submittals the submittals reviewed by the Building In consideration of the issuance of the Code, ISDS regulations and applicable construction or use of the structure(s) 1 hereby grant permission to the Building Building Official from: (1) requiring the of County Regulation(s) or any other applicable Review of this Application, including or discrepancies. As the Owner, I acknowledge limitation my architect designer, engineer THAE, 1 HE Y ACKNOWLEDGE �• , �,, OWNERS SIGNATURE DATE STAFF USE ONLY Special Conditions: Adjusted Valuation: //7 l/ Plan Checkj1 Fee: Permit Fee: ray Manes home Fee: Mise Fees: ISDS Fee: Total Fees: 2t.Z‘ Fees Paid: 13t0"() I Balance Due: 'IS.7s BP No & Issue Date: ISDS No & Issued Date: , f Setbacks: OCC Group: 0 Const Type:Zoning: 11 '15 R 8 G DEPT: ` \ (0/61 PLNG DEPT: %.1%\\\\&0/091 APPROVAL DATE AP OVAL DATE 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 and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, 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, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO S BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A 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 the issuance of a C.O. for the building identified in the Building Permit. Le 4, OWNERS SIGNATURE Bappl icationdecember2007 /Z _?_ 05' DATE Contacts f Building Plan Review Description of Work: Installation of pre fab structure to house charge pump at Circle B we Bin #: F-4 Location Address: 000669 CR 326 SILT, CO General .Informat:on Case Manager: Ken Smith Plan Case Number: BLDG -12-09-6226 Parcel: 217935300463 Application Date: 12/03/2009 • Owner: Circle B Land Company, LLC Applicant: Circle 13 Land Company, LLC Applicant Phone: 970-876-1959 Email: Building Engineered Foundation Driveway Permit Surveyed Site Plan Septic Permit and Setbacks Grade/Topography 30% Attach Residential Plan Review List Minimum Application Questionnare Subdivision Plat Notes Fire Department Review Valuation Determination/Fees Red Line PlanslStampslSticker Attach Conditions Application Signed Plan Reviewer To Sign Application ParcellSchedule No. 40# Snowload Letter - Manu. Homes Soils Report Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building height 7oning Sign -off Road Impact Fees ._HOAIDRC Approval Grade/Topography 40% Planning Issues Subdivision Plat General Comments: Friday, December 4, 2009 GARFIELD COUNTY BUILDING AND PLANNING 974-945-8212 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. 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. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE SUBMITTEDFOR ALL APPLICATIONS. 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 and original grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, 1 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 in compliance with the 2003 IBC, IPC, IMC, IFGC, and IFC, 2006 IECC. 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: 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 proposedstructure located within the envelope. Yes / 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified b licensed surveyor with their signature and professional stamp on the design. Yes Not necessary for this project 3. Does the site plan indicate the location and direction of the State, County or private road accessing the property Yes 4. Have you provid ;d any RESOLUTIONS and/ or LAND USE PERMIT(S) associated with this property? Yes V if Yes please provide a COPY. No 5. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes Not necessary for this project 6. 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? 2 Yes Not necessary for this project 7. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordan� a with the building code or per stamped engineered design? Yes / Not necessary for this project 8. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation pian for this building? Yes / Not necessary for this project 9. 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 Not necessary for project 10. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes Not necessary for this project 11. 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 / Not necessary for this project 12. Do the plans include design loads as required for floor loads under the IBC or IRC? Yes / Not necessary for this project 13. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes ,� Not necessary for this project 14. Is the wind speed and exposure design included in the plan? Yes % Not necessary for this project 15. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes /% Not necessary for this project 16. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes./ Not necessary for this project 3 17. 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 Not necessary for this project 18. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes Not necessary for this project 19. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? Yes Not necessary for this project 20. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requ'rements of the IBC or IRC? Yes Not necessary for this project 21. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes Not necessary for this project 22. 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 Not necessary for this project 23. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes / No Not necessary for this project 24. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes V Not necessary for this project 25. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes Not necessary for this project 1 26. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? 4 Yes Not necessary for this project 27. 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 Not necessary for this project 28. Do the plans indicate that reestroors and access o the building are handicapped accessible? Yes Not necessary for this project 29. Have two, complete sets of construction drawings been submitted with the application? Yes 30. Have you designed or had this plan designed while considering building and other construction code requirements? Yes / 31. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes 32. 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 33. Do you understand that approval for design and/or construction changes are required prior, to the implementation of these changes? Yes 34. 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 35. Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspectionprior to receiving a Certificate of Occupancy and occupancy of the building? Yes 36. 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 / 5 37. 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.ml and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes 38. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 e -inspection fee? Yes 39. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; a County Road and Bridge permit; a Colorado Dept. of Highway Permit including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Road & Bridge Department at 625-8601. See Phone book for other agencies Yes .� 40. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to peryn installations and hookups? The license number will be required at time of inspection. Yes 41. 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 a plication? Your attention in this is appreciated. Yes 42. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes / (Please check with the building department about this requirement) 43. 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 Not necessary for this project 44. Did an Architectseal the plans for your commercial project? State Law requires any commercial project with occupancy of more than 10 persons as per Section 1004 of the IBC to prepare the plans and specifications for the project. Yes Not Necessary for this project 6 45. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter. n 1 Yes t ,y I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. LAA Signature Date Phone: l 7 7') 7(.4. • ('7Y(days); SJ4 c( (evenings) Project Name: C.,.. ,'rt• ie Q f Se, If- Lx fr.- ;-.13 ec f: t t -; 4-y Project Address: Note: On any of these questions you may be required to provide this information. If required information is not supplied, 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. bpminrepcommMar2009 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, IMC, IPC, 2006 IECC. Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof! Not ground): 40PSF up to 7000ft. elevation. 50PSF 7001 ft to 8000ft. 75PSF 8001ft to 9000ft. 100PSF 9001 to 10000ft. !!! ALL SNOWLOADS ARE MEASURED HORIZONTALLY AT THE ROOF NOT THE GROUND!!! Seismic design category: B Weathering probability for concrete: Severe. Termite infestation probability: None to slight. Wind speed: 90mph. Decay probability: None to slight Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16over 7000ft. elevation. Air Freezing Index: 2500deg F -days to 7000ft.; over 7000ft. to be determined by Building official Ice shield under-layment required. Mean Annual temp: Variable SEE 2006 IECC FOR INSULATION AND ENERGY REQUIREMENTS. bpminrepcommMar2009 Doug Dennison From: Jake Mali [jmall@garfieid-county.comj Sent: Tuesday, January 20, 2009 1:52 PM To: Doug Dennison Subject: RE: Bill Barrett Access Attachments: image001.jpg Doug: Bill Barrett does have a driveway access permit off of Chipperfield Lane at the west end of their property and also one at the east end of Chipperfield lane that also accesses the Circle B property. Unless they are adding a driveway access they are exempt from the driveway access standard for future operations. Thanks Jake B. Mall Administrative Foreman Garfield County Road and Bridge Department 970-6258601 Office 970-618-6194 Cell From: Doug Dennison[mailto:ddennison@oaconsulting.com] Sent: Tuesday, January 20, 2009 12:29 PM To: Jake Mali Subject: Bill Barrett Access Jake, 1 am working on a land -use permit for BBC for a project on their Circle B property off of Chipperfield Lane. Can you -tell me if the access into this property—approximately 1.2 miles east of Dry Hollow Road — has the necessary driveway permit and if there are any particular issues that need to be addressed for this access? Thanks. Doug Dennison 1 Cordilleran, a division of Olsson Associates 826 21 1/2 Road 'Grand Junction, CO 815051 ddennison(c oaconsultinq.com TEL 970.263.7800 ext. 2016 1 CELL 970.270.28531 FAX 970.263.7456 OOR.DILLF'RAN w 07051{7r3 CP 0,'sison A SS C t A€Es 1 Permi Garfield County Building and Planning Department 108 Bth Street, Suite 401 Gienwood Springe, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470 POST ON SITE PennitNo BLCO 12-09-1 39 • Permit Type: Connmerciiai Building. Work Ciassifirebon: New Expires: 06/09/2010 AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all taws and regulations related to the zoning, location; construction and erection of the proposed structured 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 department and IMMEDIATELY BECOME NULL AND VOID. Commercial Building Parcel #:217935300463 Owner's Name: Circle B Land Company, LLC Job Address: 000669 CR 326 SILT, CO 81652 - ______________Phone Primary Contractor Renegade Pipe (435)820-0131 Yes Inspection Scheduling Code Owner's Phone: 970-876-1959 Total Square Feet: 239 Work Description: ci/ ~ 4'r Inspection V Comments Pass j —1,Z '1.0 hate *' Footers -4fi� Foundation Walls I -�. 2. /C 1 Frannireg:w .re 5 O Drywall; w, Final f: 1 �` s 7-17 6.'6 Mist .135: insulation `ti <160 Grout 75 - Mechanical °i UG Plurnbing _ s3;=:; Rough Plumbing'` Gas 'w -z z3- ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For inspections Cali: 1-888-868-5306 e1 FFAFMN Wyy.MMERB ma, ca Limited Impact Review Permit for Circle B Land Company, LLC (Bili Barrett Corporation) far (Produced) Water Storage or Treatment Fatty In twat:611c0wM and oto the provisionsofthe geoggrameakeaugg x�flOO&acanr enticd,and Resolution Noo, 200546 ofthe Board of Com* Connnissioners afGatfieidCounty, state of Colorado, hoteby a tho d n, aPermit enough the Limited %npaonReview (Lfl ?1209) for the fallowing qty: Don 1Operation of aProduced Water Storage and Treatment Fealty located on the Click B 114 WM1)4 on 10 acres of 299.27 -acre tract owned by Car& B Lend C.om et% LLLq slivaUed in the SWY4VJ % N sN g SRN SWf4, SH !.NEYY, W''1arh of Section 33, Tom, R93 West oldie 6 P.AL fir Garfield fora +, Colorado, further described as Parcel 0 2179-353-00463 The ndt is issaad subject to the conditions set Int* is the resoludcm, and shall be valid only during compliante with such conditions and other applicable: psoas oft e entlield County Zoning Rcsoha on. Subdivision bions„ Building Code, and other zrgalaeions of the Board of Cmmty Commissioners of Canfield County, Colorado. im Ira ramini 1111 RRoliana • 7►eu 07!@�p81 $ 02,67:52 PP! dean Alborlco 1 of B Roo Fee:18.00 Doc Fee:0.00 GARFIRA CoI)TY CO STATE OF COLORADO ) )ss County of Garfield ) At a regular meeting of the Board of County Commissioners for Garfield County, Colorado, held M the Commissioners' Meeting Room, Garfield County Courthouse, in Glenwood Springs on Monday, the la day of June A.D. 2009, there were present: ,rohjn Martin , Commissioner Chairman Commissioner Trial HRu1$ , Commissioner Don DeFord . County Attorney Jean Alberico , Clerk of the Board Ed Green (Absent) , County Manager when the following proceedings, among others were had and done, to -wit: RESOLUTION NO. 2009'46 A RESOLUTION CONCERNED WITH THE APPROVAL OF A LAND USE CHANGE PERMIT FOR A PRODUCED WATER STORAGE AND TREATMENT FACILITY ON A PARCEL OF LAND OWNED BY CIRCLE B LAND COMPANY, LLC (BILL BARRETT CORPORATION) LOCATED 4.5 MILES SOUTH OF SILT, EAST OF THE INTERSECTION OF COUNTY ROADS 321 AND 326, IN THE SW'/NNW16, NB4SW'/., SWAM/4, SW'%NEY,WVIEY: OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE 6 PM, GARFIELD COUNTY PARCEL NO# 2179-353-00-463 Recitals A. The Board of County Commissioners of Garfield County, Colorado, rived an application for a Land Use Change Permit to allow for the construction and operation of a Produced Water Storage and Treatment Facility on 10 acres of a 279.27-acreparcel owned by Circle U Land Company, LLC (Bill Barrett Corporation) located south .of Chipperfield Lane. B. The 10 acres of a 279.27 -acre tract is located approximately .26 miles south of Chipperfield Lane, south of Silt in the SW'/.NW'/, N' SW'4, SES/+SWI, SW%NE%, W1E1/4 of Section 35, Township 6 South, Range 92 West of the 6th PM, Garfield County. C. The subject property is contained within the Rural zone district and a Land Use Change Permit fin a `Water Tank or Treatment Facility' requires a Limited Impact Review to be 1 l I idaVINli Ni 1 files ' I' RR 1110 Receptionii: 770902 0710812009 02:57:52 PM shoal M:eric/ 2 of 8 Red Fee:$0.00 Oao Fee:0,00 G1ARFIELD COUNTY CO processed by Garfield County. D. The Board is authorized to approve, deny or approve with conditions a Land Use Change Permit for a Water Tank or Treatment Facility' pursuant to Section 1-301 and 4-105 of the Garfield County Uni f led Land Use Resolution of2QO8, as amended. E. The Board of County Commissioners opened a public hearing on the 4th day of May, 2009, upon the question. of whether the Land Use Change Permit application for a `Water Tank or Treatment Facility' should be granted or denied, then continued the public hearing to the 1" day of June, 2009. • F. The Board of County Comm ssioners opened a public hearing on the 1" day of June, 2009, during which hearing 'the public and interested persons were given the opportunity to express their opinions regarding the application, then closed the public hearing to make a front decision. 11. The Board on the basis of substantial competent evidence produced at the aforementioned hearing, has made the following determinations of fact: 1. Proper posting and public notice were provided as required for the public hearing before the Board of County Commissioners. 2. The public hearing before the Board of County Commissioners was extensive and complete, that all pertinent facts, matters and issues were submitted and that all interested parties were heard at that bearing. 3. The above stated and other reasons, the proposed Land Use Change Permit for a `Water Tank or Treatment Facility' has been determined to be in the best interest of the health, safety, morals, convenience, order, prosperity and welfare of the citizens of Garfield County. 4. The application has met the requirements for a Limited Impact Review (Article IV) and associated applicable Standards (Article VII) of the Garfield County Unified Land Use Resolution of ; as amended. RESOLUTION NOW THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Garfield County, Colorado, that: 1. The forgoing Recitals are incorporated by this reference as part of the resolution. 2. The Land Use Change Permit to allow for the construction and operation of a `Water 2 1111 Nrinttif trio 11 1 1N OVVI V�i��l {�! (I R ion : 2209 02157:52 62 3 of $ Rea FFs. $G 06 Ono Faa:0.000 Coo pRRFI0.D COUNTY CO Tank or Treatment Facility' on l 0 acres of a 279.27 -acre tract of land, located on CR. 326 is hereby approved subject to compliance with the following conditions: 1. Proper posting and public notice was provided as required for the meeting before the Board of County Commissioners. 2. The meeting before the Board of County Commissioners was extensive and complete, that all pertinent facts, matters and issues were submitted and that all interested parties were heard at that meeting. 3. The above stated and other reasons, the proposed special use permit has been determined to be in the best interest of the health, safety, morals, convenience, order, prosperity and welfare of the citizens of Garfield County. 4. The application has met the requirements of Limited Impact Review Permit (Sections 4-501) the Garfield County Unified Lang Use Resolution din as amended. Staff recommends the Board approve the request for a Limited Impact Review Permit for the Produced Water Storage Facility at Circle B Well Pad #4 for Bill Harriett Corporation LLC with the following conditions: 1. That all representations of the Applicant, either within the application or stated at the hearing before the Board of County Commissioners, shall be considered conditions of approval unless explicitly altered by the Board. 2. That the operation of the facility be done in accordance with all applicable Federal, State, and local regulations governing the operation of this type of facility. 3. That the Applicant shall comply with the fire protection provisions included in the rules and regulations of the Colorado Oil and Gas Conservation Commission (COGCC) and the International Fire Code as the Code pertains to the operation of this facility. 4. Vibration generated: the Produced Water Storage Facility shall be so operated that the ground vibration inherently and recurrently generated is not perceptible, without instruments, at any point of any boundary line of the property on which the use is located. 5. Emissions of smoke and particulate matter: the Produced Water Storage Facility shall be so operated so as to comply with all Federal, State and County air quality laws, regulations and standards. 6. Emission of heat, glare, radiation and Runes: the Produced Water Storage Facility shall be operated so that it does not emit heat, glare, radiation or fumes which substantially 3 NM WAWA rikt1111 IMIPPCliVfOrlill NI #1 Reeeptlen$: 772 01710812009 62187:52 PM Jean Alberta° 4 of 6 Racy Feet$5.00 Doc Foa:0.00 GARFIELD COUNTY CO interfere with the existing use of adjoining property or which constitutes a public nuisance or hazard. 7. All equipment and structures associated with this permit shall be painted with non - reflective paint in neutral colors (sage green) to reduce glare and make the facility less conspicuous. S. Volume of sound generated shall comply with the standards set forth in the Colorado Revised Statutes and COGCC Series 800. Volume of sound generated shall comply with the Residential standards set forth in the Colorado Revised Statutes and COGCC Series 800. 9. Electrical pumps and generators shall be used to reduce emissions and noise. 10. Lighting shall be pointed downward and inward to the property center and shaded to prevent direct reflection on adjacent property. 11. A safety meeting that includes fire/wildfire response planning, updating of maps / contact lists, securing a hazardous materials permit, and a site inspection shall be performed with the fire service provider (Burning Mountains Fire Protection. District) no less than annually. 12. Dust mitigation on the sites and access roads shall be performed to prevent fugitive dust. 13. The spill containment measures shall include electronic `fail-safe' alert system, manifolds between the tanks, tank enclosures, a durable synthetic membrane liner for the entire tank basin and an earthen bean. 14. To ensure safety to wildlife and domestic animals as well as to ensure that habitat considerations are addressed: a. Division of Wildlife `wildlife fiiendly' fencing shall serve as the guide for fencing on the site, b. A bear -proof durmpster or waste container shah be provided on the site, c. When the pit associated with the installation of the salt water disposal well is installed and contains liquid, that pit (pond) shall be lined, mesh fenced around the pond perimeter, and netted over the top to prevent access by wildlife that might be attracted to the liquid there. An escape mechanism shall be . incorporated in the pond's design by which an animal or human being can escape the pond in the event they inadvertently fall into it. d. No domestic animals, such as dogs, shall accompany employees or subcontractors to the site. 4 El ',>E�''4 Reoeptlolli: 770962 07/58/2059 92:57:52 PM Lean Aiberino 5 of 8 Rha Fee:$9.00 Doc Fee:0,00 GARFIELD COUNTY CO Construction be limited to the Ideal construction periods' listed in Table 1 on page 5 of the Wildlife Assessment and Mitigation Report, those being: May 1- 15, July 16- November 30, and reduction of the sagebrush/pinyon/juniper plant community shall be minimized. Actions to avoid a wildlife takings under the Migratory Bird Treaty Act (META) the following mitigations shall be applied: 1. If work in potential nesting habitat must occur during the nesting season and must be cleared, that clearing shall be undertaken prior to the nesting season so that nesting habitat (trees and shrubs for most species in this area) is not present in the construction area. 2. If clearing was not accomplished prior to the nesting season, the area shall be surveyed by a qualified wildlife biologist to determine if birds are nesting. If none are present, clearing may proceed. 3. If nests are present, construction shall be delayed until after July 1511' or until the birds are no longer using the nest. 4. If clearing must be done in an area with nesting birds, a 10 meter buffer around the nest shall be established until the birds are no longer using the nest. 15. Prior to the issuance of the permit, financial contribution towards road maintenance on Chipperfield Lane, as per GarCo Road & Bridge Department, as well as traffic control plans and proper permits from GarCo Road & Bridge for overweight/oversize vehicles shall be in place. 16. Prior to issuance of the Permit, a reclamation security of $4000 per acre shall be submitted for the 10 -acre site disturbance, as per the Garfield County Vegetation Manager. If the use as a produced water storage / treatment facility is ended, reclamation shall be initiated within 60 days and meet the requirements set forth in the reclamation plan in place on the date the Limited Impact Review Permit issued, or the site reclamation standards in place at the time of use cessation, whichever is more stringent. The reclamation standards at the date of permit issuance are cited in Section 4.06, 4.07 and 4.08 of the Garfield County Weed Management Plan (Resolution #2002-94). Should a financial security of equal value for equal purpose be required by COGCC permit, the County shall consider provisions for returning the financial security by considering a written request and justification from the Applicant to the BOCC. 17. No less than 5 days before operation commences, the Applicant shall provide notification to the Garfield County Environmental Health Department that the facility has met all CDPHE air quality emission control, notice and permitting requirements. 18. Proper building or grading permits shall be secured from Garfield County prior to construction. 19. Amendment to this permit may be considered under a Limited Impact Review . Amendment. 5 MID MI MUM�r�,I �I rel " l ri� *111 Reacption$; 770952 6 0f 6 Roo Fee,$&60� �Feee:an 0.00riCARFYE,O COUNTY CO Dated this (P day of ATTEST: , A.D. 20 01 GARFIELD COUNTY BOARD OF COMMIS i E RS, . GARFIELD COUN ,COL!' )O w CLUAJAAAA erk of the Board Chaff Upon motion duly made and seconded following vote: COMMISSIONER CHAIR JOHN F. MARTIN COMMISSIONER MIKE SAMSON ye Aye COMMISSIQNER TRSI HOUPT (ABSENT), , Aye STATE OF COLORADO County of Garfield ) )ss by the I, , County Clerk and ex -officio Clerk of the Board of County Commissioners, in and for the County and State aforesaid, do hereby certify that the annexed and foregoing Resolution is truly copied from the Records of the Proceeding of -the Board of County Commissioners for said Garfield County, now in my office. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of' said County, at Glenwood Springs, this day of , A.D. 20 County Clerk and ex -officio Clerk of the Board of County Commissioners 6 505 0 1 NM GRAPHIC SCALE lid FEET I Nett m t00 _FEET' 7 i { NOTES i CIRCLE B LAND PAD 4 SITE PLAN Nw1/4SE%4 SECTION 35, TOWNSHIP 6 SOUTH, RANGE 92 WEST, 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO /f /r MULTI--TRINA DITCH _5960.. EXISTING --OVERHEAD- ELECTRIC -OVERHEAD:ELECTRIC RETAING -WALL 9 EXISTING VALVE SET CLE `LAND; 33A=35 692; WATEI ,DISPOSAL ,WELL; 1.) DATE OF SURVEY: DECEMBER 2, 2009. 2.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT REPRESENT A TITLE SEARCH BY THIS SURVEYOR OR ECLIPSE SURVEYING, INC. OF THE PROPERTY SHOWN TO DETERMINE OWNERSHIP, COMPATIBILITY WITH ADJOINING PARCELS, OR EASEMENT OR ENCUMBRANCES OF RECORDS AFFECTING THIS PARCEL, 3.) THE PAD SITE I5 NOT LOCATED WITHIN A 30% SLOPE AREA. 4.) THIS SITE PLAN DOES NOT REPRESENT A BOUNDARY, IMPROVEMENT OR IMPROVEMENT LOCATION CERTIFICATE SURVEY BY ECLIPSE SURVEYING, INC. 5.) APPROXIMATE ELEVATION OF THE SITE IS 5976.7, BASED ON WGS 84 AND GPS OBSERVATION. 6.) CONTOUR INTERVAL IS 2 FEET. 2 -CONTAINMENT AREA AREA AND TANKS' ELECTRIC TRANSFORMER ROPOSEC UILDING$ 1 _.\ 7 SURVEYOR'S STATEMENT /.I I, JAMES A. KALMON, A REGISTERED LAND SURVEYOR, LICENSED UNDER THE LAWS OF THE STATE OF COLORADO DO HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON WAS PREPARED: ON THIS DATE: DECEMBER 2, 2009 BY ME OR UNDER MY DIRECT SUPERVISION AND CHECKING AND THAT THIS MAP ISA TRUE REPRESENTATION THEREOF. JAMES A KALMON, COLORADO -d, "- FOR ,FOR AND ON BEHALF OF ECLIPS k. T !A IQ11 : }38050 7 7 7 6000-- _ BURIED ELEC R C ECLIPSE surveying 111 E. THIRD SE, SUITE 208, RIFLE, CO 81650 (97'O) 625.3448 OVERHEAD _ELECTRIC __ SURVEY DATE: 12/02/09 RELEASE DATE • 12/ 02/ 09 SCALE: I" = 100' SHEET: I of 1 PROJECT #: CIRCLE B 7 0 0 00 7/ $ Bill Barrett Corporation NW/4SE1/4, SECTION 35 T. 6 S., R. 92 W. of the 6th. P.M. GARFIELD COUNTY, COLORADO CODE COMPLIANCE DATA 2006 International Building Code 2006 International Mechanical Code 2008 Rational Electric Code 2006 Fuel Gas Code 2003 ICC/ANSI A 117.1 Acceptability Standard 2009 International Energy Conservation Code 2006 International Plumbing Code GENERAL INFORMATION Building Location: Garfield County, CO Building Type: Gable Style Occupancy Type: Ll Construction Type: IIB Stories: 1 Roof Slope: 1/12" Roof Panel Span(s): 3' Span 1: 12'-0" Building Size: 13'-1" x 13'-2-114" x 10'-11" peak (10'-2" eave) Budding Area 159.25 Building Contains: Water pumps. Piping and Instrumentation STRUCTURAL DESIGN LOADS Floor Live Load (L, psf): 125 Roof Live Load (Lr, psf): 20 Snow Load (S): Ground Snow Load (pg, psf): 40 Flat Roof Snow Load (pf, psf): 37 Sloped Roof Snow Load (p5, psf): 37 Rev No. Wind Load (W): Basic Wind Speed (V): 90 Exposure Category: C Seismic Load (E): Seismic Design Category: B SDS: 0.230 SDI: 0.049 Date Revisions Project No. 1080949 -Charge Date 9 -Oct -09 10/19/2009 1 0 10/12/2009 For Review For Preliminary Review and Approval Scale CHARGE PUMP BUILDING VALUATION $34,420 APPROV SUBJECT TO NOTED EXCEFTIONS & INSPECTIONS GARFIELD COUNTY DUI1DING DEPARTMENT /7'c FIELD COPY NO INSPECTION WITHOUT E PLANS ON SITE of NOTES 1)Bill Barrett Corp will provide documentation that indicates they do not utilize handicap personnel to perform operation and maintenance tasks 2)Power Service will not provide a water supply system; they will only provide a floor drain sy collect any liquids for transport on bulk basis for appropriate disposal, by Bill Barrett 3) This building is not designed for human occupancy except for periods of operation and maintenanceof equipment that shall be performed by authorized Bill Barrett technical persor only. Heat is intended to prevent equipment from freezing and HVAC is only to keep electric from over heating. Exception to energy code per 2006 IEC 101.2.1.2 4) Motor and building grounds to be done on site by others. 5)This bulding cannot be placed in area's where the ground snow load exceeds the design Bill Barrett Corp Mimi DWG NO. COVER PAGE BBC-CHRG-COV car CN eCO - © 0 rn 50 ca m 4-5 0 a ti BILL BARRETT CORP. STRUCTURAL ANALYSIS FOR: #C0903075B - CHARGE PUMP SKID Prepared for: Power Service, Inc. Prepared by: Pillar Structural Enginen i P11,I 11 STRUCTURAL ENGINEERING 130 West Catlins Drive Casper, WY 82601 P: (307) 265.3900 F: (307) 2653559 OFR. FACE SAII£>-;I/4 3I\,- DPP, FACE S15 (I/4) 4-12 31.5 41 PEA 9cE 1 TYP. LIFT LUG HSS CDLWN1 L/4' r HSS BEAM VI -SHAPE KM 7 HSS BEAM - TO -W -SHAPE STRUCTURAL GENERAL NOTES, STRUCTURAL STEEL IN -SHAM BEAU 1/4" W ar C -SHAPE BEAR 1/4 1/4 2 RUNNER -TO -CROSS BEAM OPP. FATE SAVE OPP. FACE 1) STRUCTURAL STEEL SHALL 8E DETAILED, FABRICATED, AND ERECTED IN CONFORMANCE WITH THE AISC SPEClF7CATIt3N ANO THE CODE OF STANDARD PRACTICE, LATEST £DRIONS. 2) ROLLED STRUCTURAL STEEL SHAPES SHALL CONFORM 7D THE FOLLOWING SPECIFICATIONS; A. W SHAPES ASTM A992, 50 KS! 8. CHANNELS, ANGLES, & PLATES ASTM AM .36 RV C. PIPE SHAPES' ASTM .453, GRADE 8 D. STRUCTURAL TUBING (7S/HSS) ASTM .4500, Casa- 8, 46 KSI YIELD 3) CONNECTIONS MADE UNDER SHOP CONDITIONS SHALL 88 WELDED WITH AWS A5.1 OR 45.5 CLASS E70 ELECTROAES OR EQUIVALENT SUBMERGED ARC, 4) R -PANELS TO 8E INSTALLED INA 2 -SPAN CONFIGURATION, MINIMUM, UTILIZING 26 GA PANELS. SEE FIGURE FOR TYPICAL CONNECTION DETAILS W-91ML BSA)I 3 CROSS BEAM -TO- 4 RUNNER SPLICE CROSS BEAM ATTACHMENT DETAIL • SIT, 3a x t,t( Sed' Ovk� PAS1EI1n1g PATTERNS yndaf Pmui \J 8 END -WALL ROOF ,ctE. tar €C Net Coa (((( 9 INTERMEDIATE ROOF 5 HSS -TO -HSS -441 HES =MN i/4 VI- APE BUN 6 ESS COL. -TO -W -SHAPE 1 r..................71 Awllt ,,,..........-...„..i ...+i CPP. 1ACE CPP, FAC£ SAYE /4' HSS COLBMN /4• r SS BEMIS 1/4 (1/4 r CPP. FACE SAME 10 ROOF RIDGE FOTICEr This dra.inp has i tarn publishad bui rather hoa been prepprad for h00ians' by Pow' SirvIt. sot.ly ht rtxpect of ih. construction, hof theuf facility evened ine 22142* Mock and shell nal he tried far ahy other purpose or PurN#ud to any Oth.r party, .ktwut iha .,tpr.ss .rltt.naanwnt of PonePone..Strvlce, Ino, %yf 8A FOR 6ONSTRVOT1ON 4168 NO. BATE REVISION SCHEDUL POWER SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 1141 RAINS 13 THE PROPERIY OF 40VER SERVICE CASPFR, WN1411I61 USI. R.. BARRETT CORP. TYPICAL CONNECTION DETAILS N4/IME/BCC. REFERENCE DRAWINGS/SPEC OA BS P aav fir !I'P'A be .(83 115,2/091 BP DATE OK Bk.E: Gold 222 bPp. k0 N.1.S. 1 o11 - 0-- C.Q.G. (UNDER /LIFTING CONDII1QNS) PLAN BILL OF MATERIALS nu QTY DESCR1FT101 EPEC. 1 2 W6 x 28 x 12'-9 1/2" (COPE) SA -36 2 2 W8 x 28 x 11"-8 5/8" (COPE ONE END) SM -38 3 1 WB x 28 x 12'-0" 64-38 4 2 W8 x 28 x 6'-11 1/8" (COPE BOTH ENDS) SA -38 5 4 W8 x 28 x 2'-2 5/8" (COPE 80111 ENDS) SA -38 6 3 08 x 11.5 x 6'-11 1/8" (COPE BOTH ENDS) 64-56 7 4 08 x 11.5 x 2'-2 5/8" (COPE BOTH ENDS) SA -36 8 2 L2 x 2 x 1/4 x 2'-2 1/8" (COPE ONE ENO) SA -38 8 1 L2 x 2 x 1/4 x 2'-11 1/2" (COPE ONE END) SA -36 10 1 L2 x 2 x 1/4 x 2'-1 3/8" (COPE BOTH ENDS) SA -38 11 1 1.2 x 2 x 1/4 x 3'-4 7/8" (00PE ONE END SA -36 12 1 3" S/80 (.300" W.T.) ERW PIPE x 7'-8" sA-638 13 2 PL. 1/2 x 4 1/2" 0D SA• -38 14 "' DECK PL. 1/4 x 139" x 139", PLUS END CS. 15 4 Pi.. Sja x 11" x 7" ILA -618-70 1.109 1 DRAIN PAN: 10 GA x 1'-11" x 6'-5" x 1 1/2" DEEP es. -0.266 -0.002 (0.5. DIMS) W/ 1 1/2" GRATE -0.117 -0.075 1 2" SID WELD TEE 54- --1vPe (1246 12' 2" STD. ERW PIPE SA - 0.01 2 2" 30001 RALF COUPLING s4•-234-WPe REACTION SCHEDULE NODE LABEL DEAD LOAD LIVE LOAD SNOW LOAD WIND LOAD X PARTIAL X WIND LOAD 1 PARTIAL X WIND LOAD 2 WIND LOAD Z PARTIAL WIND LOAD 1 PARTIAL 2 WIND LOAD 2 X (k) Y (k) Z (k) X (k) Y (k) 2 (14 X (k) YIk) 2 (14 X (k) Y (k) 2 (k) X (k) Y(k) 2 (k) X (k) Y ® Z (k) X___(k) Y (k) Z (k) X (k) Y (k) 2 (k) X (k) Y (k) Z (k) N46 0.002 1.235 -0.151 -0,013 1.367 -0.255 , 0.005 0.793 -0.118 -0.121 -0.549 0.011 -0.076 -0.377 0.027 -0.105 -0.447 -0.01 0 0.233 -0.157 -0.014 0.139 -0.137 0.014 0.21 [ -0.039 N38 -0.003 1.109 -0.153 0.003 1.395 -0.266 -0.002 0.717 -0.117 -0.075 0.341 -0.011 -0.047 (1246 -0.026 -0.065 0.266 0.01 0 0.238 -0.158 -0.009 0.189 -0.1 0.009 0.169 j -0.137 N4 -0.001 1.097 -0.004 -0.001 2.296 -0.011 -0.002 0.459 -0.001 -0.05 -0.149 0.009 -(1032 -0.094 0.006 -0.043 -0.129 0.007 0 0.013 -0.005 -0.005 -0.008 -0.003 0.006 0.027 -0.004 N2 -0.002 0.913 -0.013 -0.011 2.327 -0.041 0 0.336 -0.004 -0.053 0.48 -0.009 -0.034 0.303 -0.008 -0.046 0,417 -0.006 0 0.025 -0.006 -0.006 0.076 -0.004 0.005 -0.038 j -0.005 N43 0 1.128 0.15 -0.006 1.423 0.249 0 0.738 0.117 -0.069 -0.28 -0.013 -0.06 -0.212 0,009 -0.043 -0.207 -0.029 0 -0.242 -0.159 0.009 -0.179 -0.138 -0,008 -0,184 -0.101 N6 -0.001 1.106 0.012 -0.007 2.372 0.042 0 0.351. 0.003 -0.056 0.029 0.008 -0.048 0.026 0.007 -0.036 0.017 0.006 0 -0.007 -0.007 0.006 -0.01 -0.006 -0.005 0 -0.005 N5 0 1.112 0 -0.001 2.375 0 0 0.352 0 -0.056 -0,03 -0.008 -0.048 -0,027 -0.006 -0.036 -0.018 -0.006 0 -0.007 -0.001 0.006 0 0 -0.006 -0.009 i -0.001 N35 -0.004 1.124 0.153 -0.007 1.422 0.265 0 0.73B 0.117 -0.069 0.28 0.013 -0.06 0.213 -0.009 -0.043 0.208 0.028 0 -0.241 -0.16 0.009 -0.183 -0.101 j -0.008 -0.178 1 •0.138 N113 0.007 0.633 0.009 0.023 0.585 0.026 0.002 0.26 0.005 -0.084 0 0 -0.073 0 0 -0.054 0 0 -0.004 -0.019 -0.006 0.007 -0.015 -0.04• -0.012 -0.015 i -0.004 N114 0,004 0.41 -0.003 0.02 0.85 -0.008 0 0.134 -0.002 -0.029 -0.123 0 -0.018 -0.078 0 -0.025 -0,106 0 0.001 0.007 -0.002 -0.002 -0.009 -a-a12 0.004 0,02 -0.001 NOTES: 1. ALL REACTIONS ARE UNFACTORED, MAXIMUM SERVICE LOADS FOR EACH INDIVIDUAL LOAD TYPE, 2. LOADS SHALL BE COMBINED AND FACTORED AS REQUIRED BY THE FOUNDATION ENGINEER. 3. FOUN DATION DESIGN IS BY OTHERS AND IS SUBJECT TO THE REQUIREMENTS OF THE LOCALLY ADOPTED CODE, CONDITIONS AND THE PROJECT GEOTECHNICAL REPORT. 4. WIND AND SEISMIC LOADS SHOULD BE CONSIDERED AS BOTH POSITIVE AND NEGATIVE TO ACCOUNT FOR LATERAL FORCES ACTING IN EACH DIRECTION. NOTES; 1. DECK PLATE TO BE INSET 5" FROM EDGE OF SKID, ALLOWING BUILDING TUBING 70 BE MOUNTED DIRECTLY TO STRUCTURAL BE4MS. 1 hUT1t8 T1 1p ha* Mt been published tut rather has b.0 prepared *pared ffl"'81LI. e4ARET111321'/ by Peyer Servet Palely In Kspec t oP rh. ca itrue , an and ndnt.nanee of facNty nomad M 11,1 athe ffoand otheruse not be used for eny Daher purpose ar furnished to any other party, without the eupnea written canfant of Power Service, Inc. -'� P OWER ` . SERVICE, INC. CASPER, WYOMING, USA (307)+272-7122 11-12-e3C man. sa. eco cao. E83-1210240-1 *NW MC ILIA a 0 of2s/89 21? Ffhfi CONSTRUCTION EA E88-80-86.4 111135! MIR OMNI 110E ,of tezarlei 0110 PPM 170 10. TRE TIES MOM B TIE PROPEIOY OF PURR 513‘592E 4A5°1•R, WYN N% 1St asiulnn BILL BARRETT CORP. STRUCTURAL STEEL SI((O DETAIL CHARGE PUMP BUILDING CIRCLE B #4 INJECTION/TRANSFER FACILITY 13'-1" 0,081 x 13 -2 1/4" 0AL REVISIONS REFERENCE DRAWINGS' ev 111 at a 11 Mit xr own 08/28/0,0 HIS 1 OF i > 7513 D-B90-0HRG-5TL-I ESN PLAN N co ELEVATION cu 3'— 1/4" '-5 1/ 6'_2u 3'-3 3/4" 12'-0" TOP E11 - DECK PL, 13 — 1/4' DAL NOTES: 1. DECK PLATE TO BE INSET 5" FROM EDGE OF SKID, ALLOWING BUILDING TUBING 70 BE MOUNTED DIRECTLY TO STRUCTURAL BEAMS, NOTICE. This &owing hos not been published but rather has been prepared for BILL BARRETT CORP.' by Power Service solely in respect of the construction, operation, and maintenance of the focality nd fn the title Brock and shall not be used for any other Ourpose or furnished to any other party, without the express written consent of Power ServECe, Inc. 15 12 -12 -SX SIAUCRro1. ca). SIC MIL IeG -U7-1 614417£ RNP BEN 61 0 hP. 02/361/09 BRE zs Fp T101 PPOCFSS k #IRR WIN CIVO Oil 113 BILL OF MATERIALS FTEH Qr DESCSiIPT4011 SPEC. 1 2 W8 x 28 11 12'-9 1/2" (COPE) 9A-38 2 2 W8 x 28 x 11'-8 5/8" (COPE ONE END) SA -38 3 1 W8 x 28 x 12'-0" SA -36 4 2 we x 28 x 6'-11 1/8" (COPE BOTH ENDS) 9A-39 5 4 W8 x 28 x 2'-2 5/8' (COPE BOTH ENDS) sA-38 6 3 08 x 11.5 x 6'-11 1/8" (COPE BOTH ENDS) SA -38 7 4 08 x 11.5 x 2'-2 5/8" (COPE BOTH ENDS) SA -38 8 2 L2 x 2 x 1/4 x 2'-2 1/6" (COPE ONE END) SA -20 9 1 L2 x 2 x 1/4 x 2'-11 1/2" (DOPE ONE END) SA -36 10 1 L2 x 2 x 1/4 x 2'-1 3/8" (COPE BOTH ENDS)- 9A-36 11 1 L2 x 2 x 1/4 x 3'-4 7/8" (COPE ONE END) 9A-30 12 1 3" S/80 (.300` WT.) ERW PIPE x 7'-0" 9A --53e 13 2 PL 1/2 x 4 1/2" OD SA -30 14 - DECK PL. 1/4 x 139" x 139". PLUS END e.5. 15 4 PL 5/8 x 11" x 7" SA -518-70 1 DRAIN PAN: 10 GA.. x 1'-11' x 6'-5' x 1 1/2" DEEP cs, (0.9. DIMS) W/ 1 1/2" GRATE 1 2" STD WELD TEE SA -234 -WPO j 12' 2" STD. ERW PIPE SA -sae 2 2" 300Di HALF COUPLING SA-234-•14Pa TAIL -ROLL SECTION DETAIL 2" 0 HOLE PL. 5/8 SA -516-70 LIFT LUG OETAIC. C POWER QF SERVICE, INC. CASPER, WYOMING, USA (07)472-7722 MS DRAWING IS TRE PROPERTY 0, P0189 SE1510! GASPER, 98090149, USA rum BILL BARRETT CORP. STRUCTURAL STEE€. SKID DETAIL CI4ARGE PUMP BUILDING CIRCLE B #4 INJECTION/TRANSFER FACILITY 13'-1" OA ! x 13'-2 1/4" OAL REVISIONS REFERENCE DRAWINGS i8Ri Nf ZR 0000 09 28 09 SCNF: Nis 1OF1 0 1. BILL OF MATERIALS ON SHT. 3 " 1 A. (SHr. 2' NOTICE. This Oros.) hoi ratt been wbliehed bus her hos been prepperas for •@ILL &1RSETT TARP• b poser Service salify resrt Ms y peP the tenet -ruction, operation, and noIntenance of the FOcihy non. In the title black sad shall not ba Used for any other purpose or fdrNehed to any other party, ...Mout the written consent or Ps Poser Servbx, Ina ROOF PLAN (SHT. 2) B BTM. (SHT. 2) TIALCRP/1 =EL C93 DEW. 0 zx Olt? CAYSI ON �'ii7(BiA-S id REVISIONS CHO Mt 39 REFERENCE DRAWINGS MS DPAt9M. tS SHE PROPERTY 01= POO TAPER,mia, use EI POWER SERVICE, INC. CASPER, WYOMING, USA (507)472-7722 BILL BARRETT CORP. STRUCTURAL STEM. BUILDING DETAIL CHARGE PUMP BUILDING CIRCLE 8 /4 INJECTION/TRANSFER FACLITY 11'--9 W x 11'-9 L x 10'-2* H din ES ,Gill EY WE Ox sAF sm. 09/28/09 H.T.S. 1 of 3 iz.plL fsl tlyk Aa. Fte, X09030758 b�12' 12 O ,: it O TS5 x 3 x 3/16 (TYP. BLDG. RIM) B (SHT. 2) T t. 0 BLDG BTM. Q d r 0 �J 0 0 0 3 Q - _ _ .. ___.__ ..w_.._ . _ ._-_-__ 0 0 TS3 x 3 x 3/16 (TYR) z _. 5 5 1 3' -10" 3'- 1 0" 3' -10" 1 A. (SHr. 2' NOTICE. This Oros.) hoi ratt been wbliehed bus her hos been prepperas for •@ILL &1RSETT TARP• b poser Service salify resrt Ms y peP the tenet -ruction, operation, and noIntenance of the FOcihy non. In the title black sad shall not ba Used for any other purpose or fdrNehed to any other party, ...Mout the written consent or Ps Poser Servbx, Ina ROOF PLAN (SHT. 2) B BTM. (SHT. 2) TIALCRP/1 =EL C93 DEW. 0 zx Olt? CAYSI ON �'ii7(BiA-S id REVISIONS CHO Mt 39 REFERENCE DRAWINGS MS DPAt9M. tS SHE PROPERTY 01= POO TAPER,mia, use EI POWER SERVICE, INC. CASPER, WYOMING, USA (507)472-7722 BILL BARRETT CORP. STRUCTURAL STEM. BUILDING DETAIL CHARGE PUMP BUILDING CIRCLE 8 /4 INJECTION/TRANSFER FACLITY 11'--9 W x 11'-9 L x 10'-2* H din ES ,Gill EY WE Ox sAF sm. 09/28/09 H.T.S. 1 of 3 iz.plL fsl tlyk Aa. Fte, X09030758 b�12' 12 3'-10" TAIL DIM'S FROM HERE 7' —8" TS5 x 3 x 3/16 TVP. BLDG. RIM 11'-9" VIEW A—A & SECTION 8—B NOTES: 1, BILL OF MATERIALS ON SNT, Y�2" r l 1A l iD 5'-9 1/4" TS 2 X 1 X 11 GA. /alIll"'III!& .--- lJ 18 1B �•' o 2 T1'�T551'• x BL3 xQG. RI/1M 38 8 © o x x io M ro 1& 13ei 1fi ,,,, h 0009 16 VIEW A—A & SECTION 8—B NOTES: 1, BILL OF MATERIALS ON SNT, Y�2" r l 1A l iD 5'-9 1/4" TS 2 X 1 X 11 GA. HOME. This drneino has tot bath pvhlrhod but rather has been pr* rad far 111U. BARRETT *VW by .........��_� Power Service Raley a1 respect of the CaMtrUCtIA"!, operation end oF the faa)ltyaimined Int the tine bind, and Miall nal be WINE for any other purpose or furnished to any other party, without the express rarer, consent of ower Serve, Sec. 0 R7 IR VIEW C—C RN? WA,S775Wxw REVISIONS •N 0 m i0 SOD =IL DRAWINGS 0" 3'-10" 4'-1" 11.,9" 400 sr ►C POWER so SERVICE, INC. CASPER, WYOMING, USA 007)472-7722 H,TS 18S I»1I5N S SHE PROMO OF PThSR SERIE E WPM, 11/41tsele, USA BILL BARRETT CORP. STRUCTURAL STEEL BUILDING DETAIL CHARGE PUMP BUILDING CIRCLE B 54 INJECTION/TRANSFER FACLITY 31'-9 W x 11'-9 L x 10'-2e H at 3 0 50091f I & 030759 D — 12-12-880 /alIll"'III!& .--- rwrl�rw�r��r � O �•' o 2 T1'�T551'• x BL3 xQG. RI/1M 38 8 © o x 1� Jx M ro 1& 13ei 1fi ,,,, h 0009 16 el 'to 13 16 1'-6 1/ tf 6' —4" S2 3'-1 O 1/2" 11',-9" HOME. This drneino has tot bath pvhlrhod but rather has been pr* rad far 111U. BARRETT *VW by .........��_� Power Service Raley a1 respect of the CaMtrUCtIA"!, operation end oF the faa)ltyaimined Int the tine bind, and Miall nal be WINE for any other purpose or furnished to any other party, without the express rarer, consent of ower Serve, Sec. 0 R7 IR VIEW C—C RN? WA,S775Wxw REVISIONS •N 0 m i0 SOD =IL DRAWINGS 0" 3'-10" 4'-1" 11.,9" 400 sr ►C POWER so SERVICE, INC. CASPER, WYOMING, USA 007)472-7722 H,TS 18S I»1I5N S SHE PROMO OF PThSR SERIE E WPM, 11/41tsele, USA BILL BARRETT CORP. STRUCTURAL STEEL BUILDING DETAIL CHARGE PUMP BUILDING CIRCLE B 54 INJECTION/TRANSFER FACLITY 31'-9 W x 11'-9 L x 10'-2e H at 3 0 50091f I & 030759 D — 12-12-880 Y I 1 I ___._ L L� ._+ _... 1 SKID FND. LAYOUT - PLAN 1/4" = i'-0" 14'—O" WELD SKID TO EMBED iL w/ Y" FILLET WELD, TYP. EA. EMBED It LOCATION 4— J EMBED It, PLACE G EA. JOINT LABEL LOCATION 2 FND. PIER - PLAN 1/4.. Xx 9" 1h" x.� f ..012x1'-0" w/ (4) 'P x 6" HEADED ANCHOR STUDS (H.A.S.), EMBED It TO BE ASTM A36 5 EMBED PLATE 3/4" = 1'-0" •'AI' CONCRETE PIER, RE: 2/S1 FOR DIMS. --y-4 , I ad.• (2) LAYERS #4 DOWELS w/ 6" HOOK INTO FTG.�/� I a. 0 18" o.c. // . 4 .4 #4 HORIZ. €° 12" o.c., BOTH DIRECTIONS 0 TOP OF PIER EMBED i,, RE: 5/S1 /FOR DETAILS 1 \ J " q e ' 4 1 0 21 4 \� •ad .14.> < w (2) LAYERS # 12 HORIZ. f\\�\ ' 4.. ° °< .° 7 ' j] 2 • \y \ / \\//� Ia ° e .d E d.tl.b a �',I \\/\ A, 3 SECTION 3/4" = 1'-O" #4 HORIZ. 0 12" o.c., BOTH DIRECTIONS 0 TOP OF PIER EMBED It RE: 5/S1 FOR DETAILS 4. CONCRETE PIER, RE: 2/S1/\< ra. " FOR DIMS. #4 DOWELS w/ 6" HOOK \/�. .' p " INTO FTC. 0 18» ba':..A:•' pe #4 HORIZ. 0 12" o.c. a Amok A A d 4 4 A a 4 SECTION 3/4" = 1'-0" 0 OO 5 44 raa r4 g 1NIU1 sTRUCTmU 4 ENGINEERING 130 WEST COLLINS DP J VE CASPER, WY 82601 PH, (307) 265.3900 FAX: (307) 265-3559 www.piller,e.com NOT ENT -ENDED mR RUSE w/o WRITTEN APPROVAL FROM PILLAR STRUCTURAL ENOTNL'EA1NO COEY1UGHT 2W B ALL RIONTS RESERVED BILL BARRETT CORP STRUCTURAL ANALYSIS FOR: #C0903075B — CHARGE PUMP SKID Prepared for: Power Service, Inc. Prepared by: Pillar Structural Engine 37219 ' • • • • 501VAt October 2, 2009 STRUCTURAL ENGINEERING 130 West Collins Drive Casper, WY 82601 P: (307) 265.3900 F: (307) 265.3559 Abstract The purpose of this report is to present the findings that resulted from the structural analysis of the structural steel skid and structural steel building. The following conditions were analyzed: 1. The skid structure only (lifting condition). a. This analysis was performed without the additional loads of the building structure, including the roof, walls, associated materials and any mechanical equipment. b. This analysis includes an impact factor of 1.25 due to lifting conditions. c. This analysis does not include climatic effects. 2. The complete skid structure (lifting condition). a. This analysis includes the weight and member interactions of the entire structure including the roof, walls, associated materials and mechanical equipment. b. This analysis includes an impact factor of 1.25 due to lifting conditions. c. This analysis does not include climatic effects. 3. The complete skid structure with climatic effects (in-situ condition). a. This analysis includes the weight and member interactions of the entire structure and includes the effects of local climatic conditions for areas in Garfield County, CO as follows: i. FLOOR LIVE LOAD 125 psf ii. GROUND SNOW LOAD 40 psf iii. SITE WIND LOADING 90 mph, Exposure C iv. SEISMIC DESIGN CATEGORY B • SD1 0.12 • SDS 0.40 v. ELEVATION ABOVE SEA LEVEL 6000 ft Executive Summary The following conditions were required to be analyzed to determine the structure's integrity and corresponding maximum vertical deflections in accordance with the 2006 International Building Code, 2002 American Society of Civil Engineers — Minimum Design Loads for Buildings and Other Structures, and the American Institute of Steel Construction Inc. — Manual of Steel Construction — Third Edition. 1. The skid structure without the weights of the roof, walls, other materials and mechanical equipment for lifting conditions. The loads created by climatic effects were not included in this analysis. 2. The skid structure including the weights of the roof, walls, other materials and mechanical equipment for lifting conditions. The loads created by climatic effects were not included in this analysis. 3. The entire skid structure along with climatic effects as well as operating loads for final, in- situ conditions. Upon completion of the analysis, the following values were computed for each condition and different structure support condition, respectively. 1. The largest vertical deflection undergone by the skid was determined to be 0.04 inches (lifting scenario includes supports only at the "Lift Lug" locations as indicated on drawings) with all of the members passing the given strength criteria. The estimated self weight of the skid was determined to be 4.829 kips or 4,829 lbs. 2. The largest vertical deflection undergone by the skid was determined to be 0.072 inches (lifting scenario includes supports only at the "Lift Lug" locations as indicated on drawings) with all of the members passing the given strength criteria. The estimated self weight of the structure, including a 1.5 factor of safety applied to all mechanical equipment, was determined to be 14.182 kips. 3. The largest vertical deflection undergone by the skid was determined to be 0.116 inches (in-situ scenario includes supports near each end as well as being supported near mid - span) with all of the members passing the given strength criteria. The estimated self weight of the structure, including a 1.5 factor of safety applied to all mechanical equipment, was determined to be 14.182 kips. Results BY: BP DATE: 9/9/2009 DESCRIPTION: Design Loads Structural Design Loads P1LL�I1 S'FRCICTURAL ENGINEERING PROJECT: Bill Barrett Corp. JOB # 09-08159 CLIENT: Power Service, he. DEAD LOADS LIVE LOADS A ROOF LOADS 1 26 GA. R -PANELS 2 MISCELLANEOUS B WALL LOADS 1.50 psf 3.50 psf TOTAL 5 psf SNOW 40 psf ROOF LIVE 20 psf 1 26 GA, R -PANELS 2 MISCELLANEOUS C FLOOR LOADS 1.50 psf 3.50 psf TOTAL 5 psf 1 1/4" DECK PLATE 6 MISCELLANEOUS D DRAIN PAN LOADS 11.30 psf 3.70 psf TOTAL 15 psf 1 10 GA. PLATE (0.1345" @ 490 pcf) 5.49 psf 2 1 1/2" GRATING 10.30 psf 3 MISCELLANEOUS 4.21 psf TOTAL 20.00 psf G WIND LOADS 1 BASIC WIND SPEED 90 mph 2 EXPOSURE C H SEISMIC LOADS 1 DESIGN CATEGORY B 2 OCCUPANCY CATEGORY 3 FLOOR 125 psf Design Loads BY: BP DATE: 9/9/2009 DESCRIPTION: Design Snow Loads Snow Loads - Typical 1[LA8 s ENGINEERINGRni. PROJECT: Bill Barrett Corp. JOB # 09.08159 CLIENT: Power Service, Inc. Structure Properties and Loads Roof Slope (5) =„ = 3.43 deg Low -Slope Roof? = Upper Feature Height = ft Upper Feature Length =, in = 0.00 Lower Feature LengthR fl Ground Snow Load (pg) =4R; psf Importance Factor (T) Exposure Factor (CO Thermal Factor (C,) = Slope Factor (Cs) = Snow Load Flat Roof Snow Load (pi) = 37 psi Sloped Roof Snow Load (ps) W 37 psi Snow Density (y) = 19.2 pcf Balanced Height (hb) = 1.93 fi Clear Height (N) = -1.93 ft Design Values (Drifts on Lower Roofs) DRIFT LOADS NEED NOT BE APPLIED Design Drift Width (w) = -15 - 5112 tt w/ Drift Height (hd) = -2 it Drift Surcharge Load (pd) = -37 psi Design Values (Roof Projections & Parapets) DRIFT LOAD NOT REQUIRED Design Drift Width (w) = -15 - 5/12 ft wl Drift Height (hd) = -2 ft Drift Surcharge Load (pd) = -37 psf he Balanced Snow Load Design Snow Loads Wind Generation Input Wind Code: ASCE 7-05 Topographic Factor K1: 0 Wind Speed, V(mph): 90 Topographic Factor K2: 0 Occupancy Category: III Topographic Factor K3: 0 Exposure Category: B Directionality Factor Kd: .85 Wind Generation Detail Results Importance Factor: 1.15 Kzt: 1 Exposure Constant Alpha: 7 h (ft): 8.958 Exposure Constant zg: 1200 Kh: .575 Gust Effect Factor, G: .85 Windward Cp: .8 Wind Generation Floor Geometry Results Floor Level Height Kz Width (Z) Length (X) Leeward Cp(Z) Leeward Cp(X) (ft) (ft) (ft) Diaphragm : 1 8.958 .575 11.458 11.458 .5 .5 Wind Generation Floor Force/Stress Results Floor Level qz Windward Pres. Leeward Pres. Z Leeward Pres. X Force Z Force X (ksf) (ksf) (ksf) (kat) (k) (k) Diaphragm : 1 .012 .008 .005 .005 .661 .661 RISA -3D Version 8.0.2 V:1_1_109-08159 BBC-Elec & lnj Skids\Calcs\Charge Pump - IN-SITU,R3D) Page 1 PILLAR STRUCTURAL ENGINEERING CLIENT: POWER SERVICE, INC. PROJECT: Bill Barrett Corp. - Charge Pump Skid JOB NO.: 0908159 BY: BP DATE: 10/2/09 PAGE: 1 OF ,.:ONNE+.211.0.N LIESICiN - WEL 73 -L71 IGS T DUET WELDS. S 7Exx — 111 1 3, 2 x 4:1 1,-- 5. 568 1 R1.4 = 6 231 k 7etsi r > TZ..11..=> 1fl31E 1 1.2" 0 c717-0. 'Br -TATO: 8i tAi3t.—, LA I lffin.RJ1(4) Cd) — NOTES: 1. DESIGN .STRENGTil-OF PLA—E 'I'es'EC-Tflie-FI,EME-N-f GN NE PA CE RI = I k W—SHAPE BLAH LF LU ity:ordr II 1 P til STRUCTURAL ENGINEERING 7 BY: BP DATE: 10/2/2009 DESCRIPTION: DRS - Charge Pump PILLA11 STRUCTURAL ENG NE£RYNG Design Rupture Strength (AISC Spec. J.4) Properties Fy (ksi) = 36 Fu (ksi) = 58 Gross Area Subject to Tension I (in) = 2 t (in) = 0.625 Agt (int) = 1.25 Gross Area Subject to Shear (in) = 2 t (in) = 0.625 Agv (in2) = 1.25 Net Area Subject to Tension I (in) = 2 t (in) = 0.625 Ant (in2) = 1.25 Net Area Subject to Shear I (in) = 2 t (in) = 0.625 Any (in2) = 1.25 NOTE: REFER TO RISC SPECIFICATION FOR ADDITIONAL REQUIREMENTS. Strength of Elements in Tension Tensile Yeilding $Rn (k) - 40.5 (J4-1) Tensile Rupture Ubs = 0.75 43Rn (k) = 40.8 (J4-2) Strength of Elements in Shear Shear Yeilding (1)Rn (k) = 27.0 (J4-3) Shear Rupture ckRn (k) = 32.6 (J4-4) Block Shear Strength Ubs =1 $Rn (k) = 74.6 (J4-5) PROJECT: Bill Barrett Corp JOB # 09-08159 CLIENT: Power Service, Inc. DRS - Charge Pump Company Designer KM Number PiPar Structural Engineering 09-00159 Charge Pump Skid Oc12,2009 10:05 AM Checked By- Gtobal Display Sections for Member Cake Max Internal Sections 10r.Memt>er Gans :• 7 7. Include Shear Delormalien Yes Include Warohris' Area Load Mesh (€n^2) 144 Merge Tolerance in)-;.�-�- P•Deaa Analysis Yoleranch 0.50 Vertmal Axis -'::7.:: Hot Rolled Steel Code Gokt Forrrryd Steel Cad Wood Code AJSC : LRFD 1314 AISI 01: ASO NDS 2005: ASD W'arlgreture 900018le Code Maso ACI 2005 MSJC 05JIBC 0S AS Number of Sheariions 4 Region $pyyinq increment 514: Biaxial Column Method Exact integration Forme Bela Factor (PCN 900018le Shess Block 65 ParahoEi Use CrackedSeciions. Bad Framing Warnings :iosed Ferce Warnings. Materia! raker* 1 General •raA• :-'11154 n>r „3 >i .... •• r;65 .. .,',r .49s::, .49 NU? . 12:,.,., 12 3 S 0 , .r a .. _ .-10 1.8.$ Qg30rn1 ii 0t48 29000 11154 3 Um 5 J -fol Rolle¢ $lees 77—M(234 (23a C8311 5 . ... .. ._.. 7 . _ 129= 299 .:.; 0 3 .. : 7 A36 G :":iinrnill >:FISS5X3X32<- ;:.. 4;:'.:::'. :-::::,: ::.:1456: • rr 6Ycj.*}•gam u rr a� P1. Qt1t�TlCL rFtuntra. _• :• :• 893 I���IEGil♦ 2484'a.. 10...................453985..'........-. r � 4937`` -`�':>PIPE 8:0 `:_:, ;.; . .z-: .., ...;,: ,.•;.�.; ATL o42 2X3 RCOF.:H• , ..1L7 - 12 ;. .Tofi l'NB Steel . _. 2.3 .... 83'-.1:, ...._ -.::467.; .....,. -;: ;:y , -.. :...,. RISA -30 Version 8.0.2 IZ:Uobs\Power Servicel09.08159 BBC-Elec 5 tnj SkidslCalcslCharge Pump - IN-SITU.R3D) Company Desiggner Job Humber Pillar Structural Engineering BP 09.08159 Charge Pump Skid Page 86 Oct 2. 2009 10:05 AM Checked By:, Hot Rolled Steel Section Sets res IinGl • Hot Rolled Steel Properties r 0,11 1 43.6_9,. •raA• :-'11154 n>r „3 >i .... •• r;65 .. .,',r .49s::, .49 r'50 50 29000 3 4992 ..' , .r a .. ii 0t48 29000 11154 3 Um 49 46 . ... .. ._.. _, tr... . . _ . r a •i• : :8�1M �• :":iinrnill r : . • :L-^k%K1:R. ®.6$r tmtgl lb4UIci,C[i ear 588,89 �76'S moodLIMIla 6Ycj.*}•gam u rr a� P1. Qt1t�TlCL rFtuntra. _• :• :• 893 I���IEGil♦ 2484'a.. 2464'> r � 4937`` ISR Ha$303X3 ROQF BMMI' f 1.(: .6 Yit K ATL o42 2X3 RCOF.:H• , Hot Rolled Steel Properties r 0,11 1 43.6_9,. •raA• :-'11154 n>r „3 >i .... •• r;65 .. .,',r .49s::, .49 r'50 50 29000 3 4992 ..' , .r a .. ii 0t48 29000 11154 3 65 49 46 . ... .. ._.. _, tr... . . _ Bas c Load Cases KING s'-,':;:; DRAIN P4__ '.MECHPNICA;r' 11 WI r" `:.:' :Pahfal2WlndWad 1-::':: •I• L CL 13 P 1 Wind 14 -G .::'-.:1?arlPfa X.Wigd.l:0ad i.. Partial X Wind Load 2 Load 2 W P Wi.XP2 1 5154.3D Version 8.0.2 j2:UobGPower Sewice509.08159 EBC•Elec & Inj Skids1CelcsGCharge Pump - EN-SITU,R3011 Page 87 Mode! Drawings Member and Joint Labels Solution: Envelope Pillar Structural Engineering BP 0908159 Charge Pump Skid Oct 2, 2009 at 10:23 AM Charge Pump - LIFTING,R3D X Y Solution: Envelope Pillar Structural Engineering BP 09-08159 Charge Pump Skid Oct 2, 2009 at 10:26 AM Charge Pump - LIFCING.R3D X Solution: Envelope Pillar Structural Engineering BP 09-08159 Charge Pump Skid Oct 2, 2009 at 10:27 AM Charge Pump - LIFTING.R3D X Y Solution: Envelope Pillar Structural Engineering BP 09-08159 Charge Pump Skid Oct 2, 2009 at 10:26 AM Charge Pump - LIFFING.R3D Structural Drawings lir ASc Xi IV 00 i. 11/"- 2'/16' 12" 36" Coverage 3/4. _4n ARCHITECTURAL COMMERC1A'L !NM STR Pa ► Finishes: Kynar 500 (PVDF), MS Colorfast45®, and Acrylic Coated Galvalume® ► Gauges: 26ga and 24ga standard, 22ga optional ► 36" panel coverage, 11/4" rib height ► Applies over open framing or solid substrate ► Exposed fastened metal building panel ► Trapezoidal rib on 12" centers ► Wall panel OPEN 3FRAMINC'OR SOLID SUBSTRATE ► UL 2218, Class 4 Impact Resistance ► UL 790, CtassA Fire Resistance Rating ► Florida Building Code Approved 7231.1 metal sales manulacturinp corporation 4iCoN11:34)ENS 31 3 T3EC3HEN3LC.1 L 3F`JIBla3ENC3E TTACIMENTIDETAIL #12-14 x 1114" Self Driller ASTENING PATTERNS End of Panel Field of Panel f#12-14 x 1'14" Self Driller #12-14 x 1114" Self Driller 1' GENERAL IINFORMATION.: �u:bstructure 'Panel €s designed 1'o be ut€lized over open structural rem€ng but can easily be used with a solid substrate To tvo€d panel disinriwn use a properly aligned and uniform ubstructuro. Length M,inrmum factory cut length €s 5 0 Maximum recommended pano(Iength rs 45 0 Longer panels requ€re additional considerat€ori,rn packaging shipping and; erect€on :Please consult Ivietai'Sales forrec"o"rrirrierdatroris. ylrc Gaated Galvalume�' MS Colorfa5t45? nar 500 (PVDF) colors a and 24ga sianiard 22ga.optional metal sales manufacturing corporation Kent, WA (800) 431-3470 Temple, TX (800) 543-4415 Longmont, CO (800) 289-7663 Antioch, TN (800) 251-8508 Woodland, CA (800) 759-6019 Rogers, MN (800) 328-9316 Spokane, WA (800) 572-6565 Jefferson, OH (800) 321-5833 Rock Island, IL (800) 747-1206 Seliersburg, IN (800) 999-7777 Jacksonville, FL (800) 394-4419 Orwigsburg, PA (800) 544-2577 Independence, MO (800) 747-0012 Fontana, CA (800) 782-7953 Anchorage, AK (866) 640-7663 Bay City, MI (888) 777-7640 Detroit Lakes, MN (888) 594-1394 Mocksviile, NC (800) 228-6119 ©M S 1280 R P112-2008 SECTION PROPERTIES ALLOWABLE UNIFORM LOADS PSF'. (3or More Equal;Spans) Width Yield Weight Top in Compression Bottom in Compression Inward Outward Ga. (in.) KS1 PSF Ixx Sxx ixx Sxx Load Load 'Whiff 1n31ft In°!ft In31ft 2' 3' 9' 5' 6' 7' 2' 3' 4' 5' 6' 7' 26 36" 80 0,87 0.0350 0.0348 0.0293 0,0439 235 119 71 47 27 17 270 132 77 50 35 26 24 36" 50 1.13 0.0543 0.0558 0.0427 0.0595 316 147 85 55 38 27 398 185 106 68 48 35 22 36" 50 1.45 0.0767 0.0814 0.0600 0.0790 434 199 113 73 51 37 594 273 155 100 70 51 1. Theoretical section properties have been calculated pe A1SI 2001 "Specification for the Design of Cold -formed S eel Structural Members." ixx and Sxx are effective section properties for deflection and bending. 2. Allowable load is calculated in accordance with AlSl 2001 specifications considering bending, shear, combined bending and shear, deflection, and applicable testing when available. Allowable load considers the worst case of 3 and 4 equal span conditions. Allowable load does not address web crippling or fasteners/support connection and panel weight is not considered. 3. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. 4. Allowable loads do not include a 1/3 stress increase in uplift. metal sales manufacturing corporation Kent, WA (800) 431-3470 Temple, TX (800) 543-4415 Longmont, CO (800) 289-7663 Antioch, TN (800) 251-8508 Woodland, CA (800) 759-6019 Rogers, MN (800) 328-9316 Spokane, WA (800) 572-6565 Jefferson, OH (800) 321-5833 Rock Island, IL (800) 747-1206 Seliersburg, IN (800) 999-7777 Jacksonville, FL (800) 394-4419 Orwigsburg, PA (800) 544-2577 Independence, MO (800) 747-0012 Fontana, CA (800) 782-7953 Anchorage, AK (866) 640-7663 Bay City, MI (888) 777-7640 Detroit Lakes, MN (888) 594-1394 Mocksviile, NC (800) 228-6119 ©M S 1280 R P112-2008 SECTION PROPERTIES AND LOAD TABLES 11/4" The 3/4" 35/1x" 1— 4" — 36" Coverage 12" R -PANEL SECTION PROPERTIES GAUGE WIDTH (in) YEILD KSI WEIGHT PSF TOP IN COMPRESSION'. BOTTOM IN COMPRESSION'. Ixx in4/ft Sxx in3/ft Ma (k -in) ixx in4/ft Sxx Ina/ft Ma (k -in) 26 36" 80 .87 .0350 .0348 1.25 .0293 .0439 1.58 24 36" 50 1.13 .0543 .0558 1.67 .0427 .0595 1.78 22 36" 50 1.45 .0767 .0814 2.44 .0600 .0790 2.37 1. Theoretical section properties have been calculated per AISI 1996. "Specifications for the design of cold formed steel members" Ixx and Sxx are effective section properties for deflection and bending. 2. Tabulated loads are allowable loads calculated in accordance with good engineering practices and with AISI 1996 specifications for bending stresses. Panel weight has not been subtracted from allowable gravity loads. Allowable load does not address web crippling requirement, or fasteners/support connection. 3. Allowable loads are calculated in accordance with AISI 1996 specifications, and have been increased by 331/4% for wind uplift. Contact Metal Sales Technical Services Department for more information. 4. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. RP -8 t Metal Saks Manufacturing Corporation/ Subject t0 change without notice/ Effective Date 4/04 800.406.7387 (Corporate Office) • www.tntlsales.us.com ALLOWABLE. UNIFORM LIVE LOADS PSF123.4' 1 -Span Inward (Gravity / Deflection) Load24. Outward Uplift (Stress) Loads GA. Width Ksi 2' 3' 4' 5' 6' 7' 2' 3' 4' 5' 6' 7' 26 36" 80 208 94 48 25 14 9 351 156 88 56 39 29 24 36" 50 278 124 70 38 22 14 396 176 99 63 44 32 22 36" 50 406 180 102 54 31 20 526 234 131 84 58 43 2 -Equal Spans Inward (Gravity / Deflection) Loads -4. Outward Uplift (Stress) Loads. GA. Width Ksi 2' 3' 4' 5' 6' 7' 2' 3' 4' 5' 6' 7' 26 36" 80 211 105 62 40 28 21 239 115 67 43 30 22 24 36" 50 275 128 73 47 33 24 347 160 91 59 41 30 22 36" 50 376 L 172 97 63 44 32 516 235 134 86 60 44 3 or more- EqualSpans Inward (Gravity / Deflect on) Loads -4• Outward Uplift (Stress) Loads- GA. Width Ksi 2' 3' 4' 5' 6' 7' 2' 3' 4' 5' 6' 7' 26 36" 80 235 119 71 47 27 17 270 132 77 50 35 26 24 36" 50 316 147 85 55 38 27 398 185 106 68 48 35 22 36" 50 434 199 113 73 51 37 594 273 155 100 70 51 1. Theoretical section properties have been calculated per AISI 1996. "Specifications for the design of cold formed steel members" Ixx and Sxx are effective section properties for deflection and bending. 2. Tabulated loads are allowable loads calculated in accordance with good engineering practices and with AISI 1996 specifications for bending stresses. Panel weight has not been subtracted from allowable gravity loads. Allowable load does not address web crippling requirement, or fasteners/support connection. 3. Allowable loads are calculated in accordance with AISI 1996 specifications, and have been increased by 331/4% for wind uplift. Contact Metal Sales Technical Services Department for more information. 4. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. RP -8 t Metal Saks Manufacturing Corporation/ Subject t0 change without notice/ Effective Date 4/04 800.406.7387 (Corporate Office) • www.tntlsales.us.com (1/4) 4-12 11.5 WI PER SOC 1 TYP. LIFT LUC MSS MOAN 1/4 M55 BEAM W- APE BEAM 7 HSS BEAM- STRUCTURAL GENERAL NOTES: STRUCTURAL STEEL TO- W -SHAPE -SNAPS 411711 1p' (1/s) W sr C-5HAPE BEAU /4' /4' 2 RUNNER -TO -CROSS BEAM CPP. FACE SANE 1) STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN CONFORMANCE WITH THE RISC SPECIFICATION AND THE CODE OF STANDARD PRACTICE, LATEST EDITIONS. 2) ROLLED STRUCTURAL STEEL SHAPE'S SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: A. W SHAPES ASTM A992, 50 KSI & CHANNELS, ANGLES, & PLATES ASTM A36, 36 KSI C. PIPE SHAPES ASTM A53, GRADE B D. STRUCTURAL TUBING (TS/HSS) ASTM A500, GRADE B, 46 KS/ YIELD `FAF7ST117,1GRAT.TO1AS,[' 3) CONNECTIONS MADE UNDER SHOP CONDITIONS SHALL BE WELDED WITH AWS A5. 7 =sew Panel OR A5.5 CLASS 570 ELECTRODES OR E0(JRrALENT SUBMERGED ARC. 9) R -PANELS TO BE INSTALLED 1N A 2 -SPAN CONFIGURATION, MINIMUM, UTILIZING 26 GA. PANELS. SEE FIGURE FOR TYPICAL CONNECTION DETAILS Of C -SHAPE BEAM 0 GSHAPE B£AM i/4' 1/4' 3 CROSS BEAM -TO - CROSS BEAM RUNNER SPLICE 8 END -WALL ROOF *Iz.Sa x I':i"geh0Nl11rr I 1 1 11 FRRIO 01 Pens! 2-14 0 1'G' 901' 0711E07 9 INTERMEDIATE ROOF /�' \\ 1 11 W-5114*( BEAM OPP. FACE SAM( 8155 BEAM 0R COLUMN s►iwa N$5 SEAA1 14 1711449 5 HSS -TO -HSS NI7555 COEIIM11 MI 1/s i j -Jr Ai W -SNIPE BEAM 6 HSS COL. -TO-W--SHAPE 11 TAIL ROLL 10 ROOF RIDGE 1878 DRAWING 6 116 PROPERLY OF POWER SERVICE CASPER. WYOMING. VSA NOTICE, This drawing has not been published but rather hoe been prepared for 'lrnSons' by Power Serv4e solely in respect of the construction, operation, and noint8nance of the facilely noned fn the 1111e btock anal shah not 00 use0 for any other purpose or furnisher) to any other party,without the express e ritten Consent of Power Service, Inc. 09/9/09 87 FOR 004401'RUC77077 JB8 10 RATE 177 0E5a49T134 [Fins APPA. 4AGAIHF/781. H0. POWER SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 COMES ES BILL BARRETT CORP. TYPICAL CONNECTION DETAILS WN GT NO Bf 4994 07 05447704 DATE Mei. Srr,e. 311E1: 493E Ne. WW1. NO. REVISION SCHEDULE REFERENCE DRAWINGS/SPECS. Bp 1.. — BP - 7715. 1 of 1 - 0- - pRiA r. BILL OF MATERIALS r • • P1E11 OTY DESCRIPTION SPEC. 1 2 WB x 28 x 12'-9 1/2" (COPE) SA-36 . f � 2 2 W8 x 28 x 11'-8 5/8" (COPE ONE END) 54-36 3 1 W8 x 28 x 12'-0" 54-36 •� N. •� • ' 4 2 W8 x 28 x 6'-11 1/8" (COPE BOTH ENDS) SA-36 5 4 W8 x 28 x 2'-2 5/8" (COPE BOTH ENDS) SA-36 6 3 CB x 11.5 x 6'-11 1/8" (COPE BOTH ENDS)SA-3S "-^ ...:-....... '. '. 7 4 CB x 11.5 x 2'-2 5/8" (COPE BOTH ENDS) SA-36 ♦ter' •�` 8 2 L2 x 2 x 1/4 x 2'-2 1/8" (COPE ONE ENO) SA-36 9 1 L2 x 2 x 1/4 x 2'-11 1/2" (COPE ONE END) SA-36 N. . or 10 1 L2 x 2 x 1/4 x 2'-1 3/8" (COPE 80T0i ENDS) SA-36 / • ... ,....... _:.. ............ / 11 1 1.2 x 2 x 1/4 x 3r-4 7/8" (COPE ONE END) SA-36 :* *f 12 1 3" S/80 (.300" W.T.) ERW PIPE x 7'-9" 54-636 C.�.G. (UNDER f 13 2 PL. 1/2 x 4 1/2" 00 54-36 •`';': LIFTING 14 - DECK PL 1/4 x 139" x 139". PLUS END G.S. CONDITIONS) 15 4 PL 5/3 x 11" x 7" SA-516-70 / • v. / 1 DRA#N PAN: 10 GA. x 1'--11" x 6'-5" x 1 1/2" DEEP CS. .. �/ �'i • l 1 (O.S. DIMS) W/ 1 1/2" GRATE 2" SID WELD TEE SA-234-WPB i'r 12' 2" STD. ERW PIPE SA-538 -,. • 2 2" 3000# HALE COUPLING SA-234-WPS LC) `- • / oe' / 5'-5%y / / PLAN REACTION SCHEDULE NODE DEAD LOAD LIVE LOAD SNOW LOAD WIND LOAD X PARTIAL X WIND LOAD 1 PARTIAL X WIND LOAD 2 WIND LOAD 2 PARTIAL Z WIND LOAD 1 PARTIAL Z WIND LOAD 2 LABEL X(k) Y(k) Z(k) X(k) Y(k) Z(k) X(k) Y(k) Z(k) X{k} Y(k) Z k) X(k) Y(k) Z(k) X{k} Y(k) 2(k) X(k) Y(k) 2(k) X(k) Y(k) ; Z(k) X(k) Y(k) 2(k) N46 0.002 1.235 -0,151 -0.013 1.367 -0.255 0.005 0.793 -0.118 -0.121 -0.549 0,011 -0.076 -0.377 0.027 -0.105 -0.447 -0.01 0 0.233 -0.157 -0.014 0.139 -0.137 0,014 0.21 -0.099 N38 -0.003 1.109 -0.153 0.003 1.395 -0.266 -0.002 0.717 -0.117 -0.075 0.341 -0.011 -0.047 0.246 -0.026 41065 0.266 0,01 0 0.238 -0.158 -0.009 0.189 -0.1 0.009 0.169 -0.137 N4 -0.001 1.097 -0.004 -0.001 2.296 -0.011 -0.002 0.459 -0.001 -0.05 -0.149 0.009 -0.032 -0.094 0.006 -0.043 -0.129 0.007 0 0.013 -0.005 -0.005 -0.008 -0.003 0.006 0.027 -0.004 N2 -0.002 0.913 -0.013 -0.011 2.327 -0.041 0 0.336 -0.004 -0.053 0.48 -0.009 -0.034 0.303 -0.008 -0.046 0.417 -0.006 0 0.025 -0.006 -0.006 0.076 -0.004 0.005 -0.038 -0.005 N43 0 1.128 0.15 -0.006 1.423 0.249 0 0.738 0.117 -0.069 -0.28 -0.013 -0.06 -0.212 0.009 -0.043 -0.207 -0.029 0 -0.242 -0.159 0.009 -0.179 -0.138 -0.008 -0.184 -0.101 N6 -0.001 1.105 0.012 -0.007 2.372 0.042 0 0.351 0.003 -0.056 0.029 0.008 -0.048 0.026 0.007 -0.036 0.017 0.006 0 -0.007 -0.007 0.006 -0.01 -0.006 -0.005 0 -0.005 N5 0 1.112 0 -0.001 2.375 0 0 0.352 0 -0.056 -0.03 -0.008 -0.048 -0.027 -0.006 -0.036 -0.018 -0.006 0 -0.007 -0.001 0.006 0 0 -0.006 -0.009 -0.001 N35 -0.004 1.124 0.153 -0.007 1.422 0.265 0 0.738 0.117 -0.069 0.28 0.013 -0.06 0.213 -0.009 -0.043 0.208 0.028 0 -0.241 -0.16 0.009 -0.183 -0.101 -0.008 -0.178 -0.138 N113 0.007 0.633 0.009 0.023 0.585 0.026 0.002 0.26 0.005 -0.084 0 0 -0.073 0 0 -0.054 0 0 -0.004 -0.019 -0.006 0.007 -0.015 -0.004 -0.012 -0.015 -0.004 N114 0.004 0.41 -0.003 0.02 0.85 -0.008 0 0.134 -0.002 -0.029 -0.123 0 -0.018 -0 078 0 ,-0.025 -0.106 0 0.001 0.007 -0.002 -0.002 -0.009 -0.002 0.004 0.02 -0.001 NOTES: 1. ALL REACTIONS ARE UN FACTORED, MAXIMUM SERVICE LOADS FOR EACH INDIVIDUAL LOAD TYPE. 2. LOADS SHALL BE COMBINED AND FACTORED AS REQUI RED BY THE FOUNDATION ENGINEER. 3. FOUNDATION DESIGN IS BY OTHERS AND IS SUBJECT TO THE REQUIREMENTS OF THE LOCALLY ADOPTED CODE, CONDITIONS AN D THE PROJECT GEOTECHNICAL REPORT. 4. WIND AND SEISMIC LOADS SHOULD BE CONSIDERED AS BOTH POSITIVE AND NEGATIVE TO ACCOUNT FOR LATERAL FORCES ACTING IN EACH DIRECTION. '€FIS DRAM IS TIE PROFE2TY OF PAMER STAGE wpm, mon, l;'Sk NOTICE= hoe o n p fisheddrawin not been published but BILL BARRETT CORP. rather has been prepared £or `BILL BARRETT CDR?/ by POWER NOTES: !'ower Service solely In SERVICE, INC. STRUCTURAL STEEL SKID DETAIL respect a£ the construction, operation, and .."_ 1. DECK PLATE TO BE INSET 5" FROM EDGE OF SKID, ALLOWING BUILDING TUBING r a a£ the y 12-12-ESC SalgaML SET ane Mt GASPER, WYOMING, USA CHARGE PUMP BUILDING TO BE MOUNTED DIRECTLY TO STRUCTURAL BE4MS. need in a caned €n the ittte btock and block Nall not ee used for- any a1 DIME PUP aa: q CIRCLE B #4 INJECTION/TRANSFER FACILITY ether purpose or furnished 0 09/2a/aA Zr; FOR CoivsrnuC)�ox F.,1 - 123C-DO-PD-3 1t s Wm WOW <307)472-7722 13�--t" OAW x 13'-2 1 /4" OAL to any other pony, x€thnut the express written No. tA1E DE5CRIPIIGt 0 'D MPR. D% N0. NU ".. DIM B! OMD BY rFP'D 8f DOER PVD BWL SG1E -r MEET: QUM Pa on. N0. Ply, consent of Power Service, Loc. REVISIONS REFERENCE DRAWINGS - - 09/2809 NTS 1 Or 1 iC09030759 D-BBC--CRRG-5TL-1 0 3'-2 1/4" 2'--5 1/2' 5 E/-2 8'-3 3/4" W8 12'-0' 51\ 0J PLAN SEE NI 13 TE 1, 14 x v, x x x r 5" co 3 - x2 m 3 ~ �x x 2 k x; x 2 xi ....x—`x NI I W8 CD CO (n -OL.1 co 3 L2 co 3 OO 0 2 L2 W8 131 4 SEE NOTE 1, 03 3 5„ TOP CIE 15 1'-8„ CO DECK PL. W8 Lf) x x T 2 2 2 2 2 Y r co 3 SEE NOTE 1. 52 14 SEE NOTE 1, ELEVATION 8 [2 13'-2 1/4" DAL NOTES: 1. DECK PLATE TO BE INSET .5" FROM EDGE OF SKID, ALLOWING BUILDING TUBING TO BE MOUNTED DIRECTLY TO STRUCTURAL BEAMS. 5„ BILL OF MATERIALS REIN 0TE OESCRIP LON 1 2 W8 x 28 x 12'-9 1/2" (COPE) 2 2 W8 x 28 x 11'-8 5/8" (COPE 0142 END) 3 1 W8 x 28 x 12'-0" 4 2 W8 x 28 x 6'-11 1/8" (COPE BOTH ENDS) 5 4 W8 x 28 x 2'-2 5/8" (COPE BOTH ENDS) 6 3 CB x 11.5 x 6'-11 1/8" (COPE BOTH ENDS) 7 4 C8 x 11.5 x 2'-2 5/8" (COPE BOTH ENDS) 8 2 L2 x 2 x 1/4 x 2-2 1/8" (COPE ONE END) SPEC. SA -36 SA -36 SA -36 SA -36 SA -36 S4-36 SA -36 SA -36 9 1 L2 x 2 x 1/4 x 2'-11 1/2" (COPE ONE END) 10 1 L2 x 2 x 1/4 x 2'-1 3/8" (COPE BOTH ENDS) 11 1 t? x 2 x 1/4 x 3'-4 7/8" (COPE ONE END) 3" 5/80 (.300" W.T.) ERW PIPE x 7'-9" PL. 1/2 x 4 1/2" OD 14 - DECK PL 1/4 x 139" x 139', PLUS END 15 4 PL 5/8 x 11" x 7" 1 DRAIN PAN: 10 GA. x 1'-11" x 6'-5" x 1 112" DEEP (0.5. DIMS) W/ 1 1/2" GRATE 1 2" STD WELD 1E2 12' 2" STD. ERW PIPE 2 2" 3000# HALF COUPLING 12 13 2 SA -38 SA -36 SA -38 SA -538 SA -36 C.S. SA -516-70 C.S. $A_234 --WPB SA -5313 SA -234 -WPB TAIL—ROLL SECTION DETAIL {)'-11" 2' 0 HOLE PL. 5/8 SA -516-70 LIFT. LUG DETAIL SOLID WELD THIS DRAWING iS 711E PROPERTY OF POWER S13810E CASPER, WYOMING, USS 4001[0 this drawing has of been publisher; but rather has laeen prepared far •BILL 8266(17 CORP' by Power Sarvice solely ,n respect of the construction, operation, and maintenance of the faciiity named 2 the title block ono Shall not be used for ony Oth22 purpose or furnished to ony other port y, without the express wrhtten Conserv' 02 Power Service. Inc. 12-12-680 330NRk. sink 316 Lex 8BC-0610-10-1 CPMGE PUP MG CA 0 09/28/09 2R FDR CONSTRUCTION FA BEI[ -111J-141-3 PROl2 S d POP- 1681 N7. 1147E et OMMAfKk1 Cix'8 DWG K. 116E POWER SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 BILL BARRETT CORP. STRUCTURAL STEEL SKID DETAIL CHARGE PUMP BUILDING CIRCLE B #4 INJECTION/TRANSFER FACILITY 13'-1" OAW x 13-2 1/4" OAL REVISIONS REFERENCE DRAWINGS MN1r c1t4 BT. EA PA"O u' 1:13010P. Lri1E ISOL 09E28/09 SCALE: Nis 1 02 1 1471E wok iC0903075B 0 890-CHRG-SIL-1 I. BILL OF MATERIALS ITEM QTY DESCRIPTION SPEC. 1 2 W8 x 28 x 12'-9 1/2" (COPE) SA-36 2 W8 x 28 x 11'-8 5/8" (COPE ONE END) SA-36 1 W8 x 28 x 12'-0" SA-36 2 W8 x 28 x 6'---11 1/8" (COPE BOTH ENDS) SA-36 4 W8 x 28 x 2'-2 5/8" (COPE BOTH ENDS) SA-36 3 C8 x 11.5 x 6'-11 1/8" (COPE BOTH ENDS) SA-36 7 4 C8 x 11.5 x 2'-2 5/8" (COPE BOTH ENDS) SA-36 8 2 L2 x 2 x 1/4 x 2'-2 1/8" (COPE ONE END) SA-36 9 1 L2 x 2 x 1/4 x 2'-11 1/2" (COPE ONE END) SA-36 10 '1 L2 x 2 x 1/4 x 2'-1 3/8" (COPE BOTH ENDS) sA-36 1 1..2 x 2 x 1/4 x 3'-4 7/8" (COPE ONE END) SA-36 1 3" S/80 (.300" W.T.) ERW PIPE x 7'-9" SA-53B 2 PL. 1/2 x 4 1/2" OD SA-36 DECK PL. 1/4 x 139" x 139", PLUS END c.s. 4 PL. 5/8 x 11" x 7" SA-516-70 • 1 DRAIN PAN: 10 GA. x 1'-11" x 6'-5" x 1 1/2" DEEP C.S. (0.S. DIMS) W/ 1 1/2" GRATE 18 1 2" STD WELD TEE SA-234-WPB 19 12' 2" STD. ERW PIPE SA-538 20 2 2" 3000# HALF COUPLING SA-234-WPB 21 POWER as BILL BARRETT CORP. SERVICE, INC. STRUCTURAL STEEL SKIB BOM CASPER, WYOMING, USA (307)+72-7722 CHARGE PUMP BUILDING CIRCLE B #4 INJEC11ONTTRANSFER FACLiIY 13'-1" OAW x 13-2 1/4' 0AL 12.12•030 =CUM i s a SDC MAI ca49-1 *ME M. aw w 0 00/79/09 Z? FOR COMMusntaV £4 - 0e0-111.1-41)-3 res 1 MIR rsmr4u rm. Ex DESDIM14 an farx 1>ac M. InIXa� er 2R a�9 D £A __ x - r --03/2W09 N.T.S. sin: 1 d 1 p 6 » mtC0903D75B i} - HBC-CHRG-SIL-1 REVISIONS REFERENCE DRAWINGS 4A (SHT. 2; NOTES: 1. BILL OF MATERIALS ON slit. 3 ROOF PLAN ,SK;. L BTM. (SHT. tl1S DRAWING IS 111E FROPENIY of POWER SeTMCE CASPFi. MINING, USA. NOTICE. This drawing has not Leen punpshed but rather has been prepored for BILL BARRETT CORP.' by Power Service scaly h respect of the construction, operatbn, and nointenonce oP the Faculty Waned In the title black end shoii not be used for Any other purpose or furnished to any other party, eithPut the ewpress written consent of Parr Service, Inc. til F011G-51-1 SIEXTURY. SIHL sal COM 0 D9/N/pp LATE ZR Err FDR CONSMUCTION 8B0-0RO-111-1 ®WNW IA OERXdFOOIi REVISIONS CE110 li O. INC NO. TIRE POWER SERVICE, INC. CASPER, WYOMING, USA (307)472-7'722 BILL BARRETT CORP. STRUCTURAL STEEL BUILDING DE1AIL CHARGE PUMP BUILDING CIRCLE B 4 INJECTiONJTRANSFER FACLITY 11'-9" W x 11 —9 L x 10'-2" H REFERENCE DRAWINGS 1181 61 ZR CHI O BY EA OT'P BY 09/28/09 51ffLt: N.T.S. 1 of 3 ¢UC1E NA #C0903075B DPS $0. �kY. D —12-12—BBC TSS x 3 x 3/16 (TYP. BLDG. RIM) I a B (SHT. 2) 0 N c ( 1; BTM. 0 B D G 0 _ 0 0 0 0 0 .. __Y___ — - .- __._ _ ; _ -.. iiiiiiiiiiiniiiiiiiiiiii 0 TS3 x 3 x 3/16 MP.) n 5 5 5 P 3'-10" 3'-10" 3'-10" 4A (SHT. 2; NOTES: 1. BILL OF MATERIALS ON slit. 3 ROOF PLAN ,SK;. L BTM. (SHT. tl1S DRAWING IS 111E FROPENIY of POWER SeTMCE CASPFi. MINING, USA. NOTICE. This drawing has not Leen punpshed but rather has been prepored for BILL BARRETT CORP.' by Power Service scaly h respect of the construction, operatbn, and nointenonce oP the Faculty Waned In the title black end shoii not be used for Any other purpose or furnished to any other party, eithPut the ewpress written consent of Parr Service, Inc. til F011G-51-1 SIEXTURY. SIHL sal COM 0 D9/N/pp LATE ZR Err FDR CONSMUCTION 8B0-0RO-111-1 ®WNW IA OERXdFOOIi REVISIONS CE110 li O. INC NO. TIRE POWER SERVICE, INC. CASPER, WYOMING, USA (307)472-7'722 BILL BARRETT CORP. STRUCTURAL STEEL BUILDING DE1AIL CHARGE PUMP BUILDING CIRCLE B 4 INJECTiONJTRANSFER FACLITY 11'-9" W x 11 —9 L x 10'-2" H REFERENCE DRAWINGS 1181 61 ZR CHI O BY EA OT'P BY 09/28/09 51ffLt: N.T.S. 1 of 3 ¢UC1E NA #C0903075B DPS $0. �kY. D —12-12—BBC 3'-10" TAIL DIM'S FROM HERE 7'-8" TSS x 3 x 3/1s TYP. BLDG. RIM 11'-9" VIEW A -A & SECTION B -B NOTES: 1. BILL OF MATERIALS ON SHT. 3 to 3 2" 5'-9 1/4.: TS 2 X 1 X 11 GA: TS3r�vai,r .- L © o Ello Mil '� 9 0 TS5 x 3 x 3/16 0 TYP. BLDG. RIM 0 0 0 vmomiiiiminaplipm 03 IN M M Mil fl 1.1 Ell El 13 16 iE 0009 VIEW A -A & SECTION B -B NOTES: 1. BILL OF MATERIALS ON SHT. 3 to 3 2" 5'-9 1/4.: TS 2 X 1 X 11 GA: TS3r�vai,r .- VIEW C -C TYP. 0 00 0 0 _ T53x3x3/16 0 0 n.. ` 0 0 TYP. EL C�.3RIM 0 0 D i a 5'-9 1/4" TS 2 X 1 X 11 GA 0 N 0 0 1 3'-10" 3'-10" 4'-1" 1 1-9" SECTION O -D US DRAWING IS TR PROP€RTY Of p01I0l SBVICE GASPER. Wro►nNG, USS. NOTICE, Thls drow&g hos net been publishes! but Cher hes been prepared for '133LL pARR[TT CORP.' by Power Service solely h respect of the 4o, tructbn, operRllQn, nnr, elelntenoner o£ the rocnty meed in the tette blOrh end shell not be user, For any other purpose or furnOshed to any other party, without the express writtorecont of Power Service, 1nc, (BC-CICG SR -1 MUM*. S3Ffl Sem DEM 0 O*/zs/oP MR CONSIRUCl0N eec 0-1 AIZ). BY D£SCEPTON DWC SERVICE, INC, CASPER, WYOMING, USA (3O7)472-^7722 BILL BARRETT CORP. STRUCTURAL STEEL. BUILDING DETAIL CHARGE PUMP BUILDING CIRCLE B 4 1NJECT1ONJ1RANSFER FACIJTY 11'-9w W x 11'-9 L x 10'-2 H REVISIONS REFERENCE DRAWINGS On 01 oPvn ar tlATi 09/2B/09 N.T.S. 20 3 "C09o30758 D 12-12-B6C WMINIMMLI.'Mf'€ �I11t. iM# [ 9 0 '� 9 0 TS5 x 3 x 3/16 0 TYP. BLDG. RIM 0 0 0 x 14 n 0 1$ 13 16 iE 0009 15 E J ko 0 13 15 1'-6 1/2" 6' —4" 0 3'-10 1/2" 11'-9" VIEW C -C TYP. 0 00 0 0 _ T53x3x3/16 0 0 n.. ` 0 0 TYP. EL C�.3RIM 0 0 D i a 5'-9 1/4" TS 2 X 1 X 11 GA 0 N 0 0 1 3'-10" 3'-10" 4'-1" 1 1-9" SECTION O -D US DRAWING IS TR PROP€RTY Of p01I0l SBVICE GASPER. Wro►nNG, USS. NOTICE, Thls drow&g hos net been publishes! but Cher hes been prepared for '133LL pARR[TT CORP.' by Power Service solely h respect of the 4o, tructbn, operRllQn, nnr, elelntenoner o£ the rocnty meed in the tette blOrh end shell not be user, For any other purpose or furnOshed to any other party, without the express writtorecont of Power Service, 1nc, (BC-CICG SR -1 MUM*. S3Ffl Sem DEM 0 O*/zs/oP MR CONSIRUCl0N eec 0-1 AIZ). BY D£SCEPTON DWC SERVICE, INC, CASPER, WYOMING, USA (3O7)472-^7722 BILL BARRETT CORP. STRUCTURAL STEEL. BUILDING DETAIL CHARGE PUMP BUILDING CIRCLE B 4 1NJECT1ONJ1RANSFER FACIJTY 11'-9w W x 11'-9 L x 10'-2 H REVISIONS REFERENCE DRAWINGS On 01 oPvn ar tlATi 09/2B/09 N.T.S. 20 3 "C09o30758 D 12-12-B6C BILL OF MATERIALS ITEM! QTY DESCRIPTION SPEC. 1 2 RECTANGULAR TUBING, 5 x 3 x 3/16 x 11'-9" SA -500B 2 2 RECTANGULAR TUBING, 5 x 3 x 3/16 x 11'-3" SA -5009 3 3 SQUARE TUBING, 3 x 3 x 3/16 x 11'-9" SA -5008 4 8 SQUARE TUBING, 3 x 3 x 3/16 x 5'-9 1/4" SA -500B 5 24 SQUARE TUBING, 3 x 3 x 3/16 x 3'-7" SA -500B 6 — — — 7 4 SQUARE TUBING, 3 x 3 x 3/16 x 0'-6" SA -5008 8 3 SQUARE TUBING, 3 x 3 x 3/16 x 11'-3" SA -500B ` 3 BAR CHANNEL 2 x 1 x 1/8 X 11'--3" SA -38 t 6 BAR CHANNEL 2 x 1 x 1 /8 x 11'--9" SA -36 1 SQUARE TUBING, 3 x 3 x 3/16 x 1'-3 1/2" SA -5008 1 SQUARE TUBING, 3 x 3 x 3/16 x 3'-7 1/2" SA -5006 2 SQUARE TUBING, 3 x 3 x 3/16 x 1'-0 1/2" SA -50013 1 SQUARE TUBING, 3 x 3 x 3/16 x 6'-4" SA -5006 2 SQUARE TUBING, 3 x 3 x 3/16 x 3'-4 1/2" SA -5008 • 12 SQUARE TUBING, 3 x 3 x 3/16 x 8'-9" SA -5008 18 19 0 21 -.- - POWER BILL BARRETT CORP. 7-9: SERVICE, INC. " STRUCTURAL STEEL BUILDING BOM CASPER WYOMING, us' (307)472-772a CHARGE PUMP BUILDING CIRCLE 9 54 INJECITON"/TRANSFER FACL1TY 11'-9 W x 11'-9 1 x 10.-2" H NEC -0140-0.-1 . SO L- a aa/�e 2R 1 FO r ommticn W t4 - use a 4C-1 Digit tiP RN a wa an 9r an A°A4 s ZR" lar 72' 09/2B/O9 NIS. 3 0 3 +C113O75B f# 2 -12 -BEC REVISIONS REFERENCE A W NGS INJECTION INLETS S' 15044 RF B 1 -a- -1 TRANSFER I INLETS "8' 15044 RE — 41. ��� PANIN umme Ali[I null u 1 1{n1 "11' 4 Iaill I r.,......,,„,„ , ..Q®# YI�'11" i 0 0 e 8 .., 3.-4' PLAN NOTES, 1. APPROX. WEIGHT OF SKID ' 13,500 WS. 0 r 440067 ., LEGEND EQUIPMENT /1 ACCESSORIES IlK A B C D F G QTY DESCRIPTION TRANSFER CHARGE PUMP: FLOWSERVE DURCO 2K4x3-13RV ELECTRIC MOTOR: USEM 0R =, 50 HP, 1800 RPM, 460V/60/3, 3264 INJECTION CHARGE PUMP: FLOWSERVE DURCO 110.5x1-82RV ELECTRIC MOTOR: USEM OR =, 10 HP, 3600 RPM, 460V/60/3, 2154 STRUCTURAL STEEL 4—RUNNER SKID STRUCTURAL STEEL BUILDING: 12' W x 12' L x 10' H, GABLE --STYLE ROOF CONTROL 1/ VALVE LIST MK QTY DESCRIPTION VBF-03 4 BUTTERFLY VALVE: 4" KF OR =, WAFER—STYLE WCV-02 2 CHECK VALVE: 4" SALON 0R =, WAFER—STYLE BLDG. PEAK INLET 8 1504 RF //I/l//11111//ll//1111.s1y/ ././.. 'i/l/./1'7 ..27 L.110_1-3 '41w 4C 3: o 53 / "LOG. LOW SIDE 6' REF. 6' x 7' 0009 70P OF DECK PL. i l3'-0 1/4' OAL PUMP DISCH 3' 1504 1 PUMP SUCTION 4. 15041 F£ VIEW A—A INLET 8 150 RFj BLDG. PFgK i �� /f '� I4,e 40 ,' . r I� ,I.%� SLOG. LOW SIDE n pJ 2.-10' ! , 4 6' REF. 67 DOOR TOP OF ' / is z.a.w MI Z,� ,-»Ip 0 1111111 Rik SIO o A1 FA 101111, w wassummous".,• DECK PL. PUMP DISCHARGE 1' 4506 FF PUMP SUCT109 1 1/2' 1506 FF 13'-2 1/4' DAL SECTION B—B THIS DRAWING 15 101 P4106481? OF POWER SERVICE CASPER, WYt01AANG, 1154 N0110E, This drawing has not been published Put rather has Peen prepared for '31LL BARRETT 009P.' Py Power Service sokely In respect of the construction, operotion, and nnintenance of the Facility n t aped in the ate bloc6 and shall. not be ooed for any other purpose or Furnished to any cinch party, without t he ex4reSS written consent of PCner. ServiCe, Inc. BC -41i-7.-3 PPM SP00. MILS 12 -14 -BBC SIkICnRIL STEEL HBC BEM BE1C-C1M-S11-1 SEBI%IUM, Sift S%D CET& 0 09/28/09 2R FOR CONSTRUCTION fA PEAS h ISD. W45 1145 DATE fICSCRE,11004 DWG D0. SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 CUMOYER BILL BARRETT CORP. EQUIPMENT GENERAL ARRANGEMENT CHARGE PUMP BUILDING CIRCLE B #4 INJECTION/TRANSFER FACILITY 13'-1" OAW x 13'-2 1/4" OAL x 10'-11" OAH REVISIONS REFERENCE DRAWINGS ZR eller Be EA 11°94 45 Gv0 41"11, ,08/16/03 sou: 4485 41FFr: I OF 1 DIIIE I4. #CO903075B Dk3. En. D - BBC-CHRG-L0-1 BEV,/ ENMENNIMM `fiiiiiii � IONSIMEMEMI IHFp 1 EIMEW EcSa ut rf 41 i .111=111 t it—MMIIIMMINEEMF> ulIN MINIMMINNEWINIMNIMEMER EZIEMEMENIMOMMETAIN el 1 r It r 1•ii ETF FMIMEO Fin 1111111111111111111INIMMI MIZEISLIMI FIEIMMMMMMIIMMMMIMPIMFMIP EliEMINIMMINSIMMIIIM ',MEM • % 1 Envelope Member Section Deflections (Continued) 1 1/• 1 • .„„„..... - I,r „ 1.. en... it 1 .;• .. ... e rq 1 / 1Ii� 11 6.. Ir ERNI Company : Pillar Strucenal Engineering Designer Job Number ; 09-00100 Charge Pump Skid Oct 2. 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MRVIIIIMIgUlin 4 600o RISA.3D Version 0.0.2 12:Uabs\Power Service409.08159 BOC-Elec & In) Skide Ca1cs4Charge Purnp-1N-SiTU.R0Dj Company Desi ner Job Number Par Structural Engineering 09-06159 Charge Pump Shid Page 84 Oct 2, 2009 10:01 AM Checked By: 'nvelOrre Member Section Deflections Wont merit immirartmramiwzmi IIIMEMBEINIMONSITI11101111.11Eras •FF 1 1 1 • osmium=ran. affisram, 1ERTMINIIIIIMMINUSWIM 1: i C�4'i 1 P:Munn, �r .missaunmem1.01M1111=11.11 ` 1. rum mum= i[cii MEMNI SEdaMMIONIE Wsiire .5i4.3.8.a aG Cll)f .11 stimitittitilietinsissommcm `r, SUE+1 /:•EN 1�WWYYYY�� II 1 , irllh� t•[ 2111 •_IIIIR 13 •, / 1 • 1 r 1r t��■6F� .._....?.ZS.B.C•• t mini . e: ' 'MEFAI . 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ARCHITECTURAL COMMEwRCIA:` INDUSTRIA PANE ► Finishes: Kynar 500 (PVDF), MS Colorfast45°, and Acrylic Coated Galvalume° ► Gauges: 26ga and 24ga standard, 22ga optional ► 36' panel coverage, 1V.4" rib height ► Applies over open framing or solid substrate ► Exposed fastened metal building panel ► Trapezoidal rib on 12" centers ► Wall panel .OPENVEFRAMINGIVR SOLIDSUBSTf TE ► UL 2218, Class 4 Impact Resistance ► UL 790, Class A Fire Resistance Rating ► Florida Building Code Approved 7231.1 metal sales manufaclufing Corporation TACHMENT DET #12-14 x11/4" Self Driller FASTENING PA CTERNS End of Panel Field of Panel #12-14 x 11/4" Self Driller Y t #12-14 x11/4" Self Driller 4C caosT ER as x%r 1 '3E` C 1-3E x itrA, Jo 1ERaE✓NCa GNERALINFORMATION.. COVerag astenerS tie fastener selection guide, should, be consu€ted for noosing the proper fastener for specifcappiirations luantity and type offastener must meet necessary €oad ng ntl code regwrernents JOTS All panels $ie subject fo surface distortion ode to nproperlyapplied fasteners Qverdnven fasteners wfli ause stress and rnth ce ot! Carrr1rng across the face of the ane! at ornear/be pan# of attachment' valIabrllty inrshes Acrylic Coatedalvalume� MSCo€orfast45' it vanous Kynar 500_ (PVDF) colors. auget-r 26ga and24ga standards 22ga optional, metal sales manufacturing corporation II+ Kent, WA (800) 431-3470 Temple, TX (800) 543-4415 Longmont, CO (800) 289-7663 Antioch, TN (800) 251-8508 Woodland, CA (800) 759-6019 Rogers, MN (800) 328-9316 Spokane, WA (800) 572-6565 Jefferson, OH (800) 321-5833 Rock Island, IL (800) 747-1206 Seliersburg, IN (800) 999-7777 Jacksonville, FL (800) 394-4419 Orwigsburg, PA (800) 544-2577 Independence, MO (800) 747-0012 Fontana, CA (800) 782-7953 Anchorage, AK (866) 640-7663 Bay City, MI (888) 777-7540 Detroit Lakes, MN (888) 594-1394 Mocksville, NG (800) 228-6119 COMS 128OR P112-2008 SECTION PROPERTIES ALLOWABLE UNIFORM LOADS PSF (3 or More Equal Spans) Width Yield Weight Top in Compression Bottom In Compression Inward Outward Ga (In.) KSI PSF bot Sxx lxx 5xx Load Load €n'/ft Ina/ft Ino/ft Ina/ft 2' 3' 4' 5' 6' 7' 2' 3' 4' 5' 6' 7' 26 36" 80 0.87 0.0350 0.0348 0.0293 0,0439 235 119 71 47 27 17 270 132 77 50 35 26 24 36" 50 1.13 0.0543 0.0558 0.0427 0.0595 316 147 85 55 38 27 398 185 106 68 48 35 22 36" 50 1.45 0.0767 0.0814 0.0600 0.0790 434 199 113 73 51 37 594 273 155 100 70 51 1. Theoretical section properties have been calculated per AISI 2001 "Specification for the Design of Cold -formed Steel Structural Members. ' lxx and Sxx arc effective section properties for deflection and bending. 2. Allowable load is calculated in accordance with MSI 2001 specifications considering bending, shear, combined bending and shear, deflection, and applicable testing when available. Allowable load considers the worst case of 3 and 4 equal span conditions. Allowable load does not address web crippling or fasteners/support connection and panel weight is not considered, 3. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. 4, Allowable loads do not include a 1/3 stress increase in uplift. metal sales manufacturing corporation II+ Kent, WA (800) 431-3470 Temple, TX (800) 543-4415 Longmont, CO (800) 289-7663 Antioch, TN (800) 251-8508 Woodland, CA (800) 759-6019 Rogers, MN (800) 328-9316 Spokane, WA (800) 572-6565 Jefferson, OH (800) 321-5833 Rock Island, IL (800) 747-1206 Seliersburg, IN (800) 999-7777 Jacksonville, FL (800) 394-4419 Orwigsburg, PA (800) 544-2577 Independence, MO (800) 747-0012 Fontana, CA (800) 782-7953 Anchorage, AK (866) 640-7663 Bay City, MI (888) 777-7540 Detroit Lakes, MN (888) 594-1394 Mocksville, NG (800) 228-6119 COMS 128OR P112-2008 ANEL SECTION PROPERTIES AND LOAD TABLES 11/4" 2h/16" —3/4" 1 35/16" 4" 36" Coverage 1'/ie 12" R -PANEL SECTION PROPERTIES GAUGE WIDTH (In) YEILD KSI WEIGHT PSF TOP IN COMPRESSION'S BOTTOM IN COMPRESSION'S Ixx it14/ft Sxx ins/ft Ma (k -in) Ixx in4/ft Sxx lila/ft Ma (k -in) 26 36" 80 .87 .0350 .0348 1.25 .0293 .0439 1.58 24 36" 50 1.13 .0543 .0558 1.67 .0427 .0595 1.78 22 36" 50 1.45 .0767 .0814 2.44 .0600 .0790 2.37 1. Theoretical section properties have been calculated per AISI 1996. "Specifications for the design of cold formed steel members." ixx and Sxx are effective section properties for deflection and bending. 2. Tabulated loads are allowable loads calculated in accordance with good engineering practices and with AISI 1996 specifications for bending stresses. Panel weight has not been subtracted from allowable gravity loads. Allowable load does not address web crippling requirement, or fasteners/support connection. 3. Allowable toads are calculated in accordance with AISI 1996 specifications, and have been increased by 33'/3% for wind uplift. Contact Metal Sales Technical Services Department for more information. 4. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. PRP -8'. © Metal Sales Manufacturing Corporation/ Subject to change without notice! Effective Date 4104 800.406.7357 (Corporate Office) • www.nuisales.us.com 1 t A -L NI 'O; II LIVE pAD ;p 1.2.3.4. 1 -Span Inward (Gravity / Deflection) Load24• Outward Uplift (Stress) Load3- GA. Width Ksi 2' 3' 4' 5' 6' 7' 2' 3' 4' 5' 6' 7' 26 36" 80 208 94 48 25 14 9 351 156 88 56 39 29 24 36" 50 278 124 70 38 22 14 396 176 99 63 44 32 22 36" 50 406 180 102 54 31 20 526 234 131 84 58 43 2 -Equal Spans Inward (Gravity /Deflection) Load2.4• Outward Uplift (Stress) Load3- GA. Width Ksi 2' 3' 4' 5' r 6' 7' 2' 3' 4' 5' 6' 7' 26 36" 80 211 105 62 40 28 21 239 115 67 43 30 22 24 36" 50 275 128 73 47 33 24 347 160 91 59 41 30 22 36" 50 376 172 97 63 44 32 516 235 134 86 60 44 3 or more- Equal Spans Inward (Gravity /Deflection) Load Outward Uplift (Stress) Load' GA. Width Ksi 2' 3' 4' 5' 6' 7' 2' 3' 4' 5' 6' 7' 26 36" 80 235 119 71 47 27 17 270 132 77 50 35 26 24 36" 50 316 147 85 55 38 27 398 185 106 68 48 35 22 36" 50 434 199 113 73 51 37 594 273 155 100 70 51 1. Theoretical section properties have been calculated per AISI 1996. "Specifications for the design of cold formed steel members." ixx and Sxx are effective section properties for deflection and bending. 2. Tabulated loads are allowable loads calculated in accordance with good engineering practices and with AISI 1996 specifications for bending stresses. Panel weight has not been subtracted from allowable gravity loads. Allowable load does not address web crippling requirement, or fasteners/support connection. 3. Allowable toads are calculated in accordance with AISI 1996 specifications, and have been increased by 33'/3% for wind uplift. Contact Metal Sales Technical Services Department for more information. 4. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. PRP -8'. © Metal Sales Manufacturing Corporation/ Subject to change without notice! Effective Date 4104 800.406.7357 (Corporate Office) • www.nuisales.us.com 1 W -SHAPE BSA11 UFT /4 S/4" OPP. TACE SA1IE PPP. FACE SRW (03 1/4) f-1$ 31.5 bl PER SBE 1 TYP. LIFT LUG 1i -S5 COMM 1/4" Ass ow+ S1445 EMI 7 HSS B]i'AM- TO- W -SHAPE STRUCTURAL GENERAL NOTES: STRUCTURAL STEEL W«5APE OEM 11/4" {F/d) le or 5-511me 4455 i/4" r R_U_NNER-TO-CROSS BEAM OPP. FREE SAOF 3 CROSS BEAM -TO-- 4 RUNNER SPLICE CROSS BEAM 1) STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, ANO ERECTED IN CONFORMANCE WITH THE ASSC SPECIFSCATIDN AND THE CODE OF STANDARD PRACTICE, LATEST EDITIONS. 2) ROLLED STRUCTURAL STEEL SHAPE'S SHALL CONFORM TO THE F0LL0WJNG SPECIFICATl0NS: A. W SHAPES ASTM A992, 50 KS! B. CHANNELS, ANGLES, & PLATES ASTM A36, 36 K5) G PIPE SHAPES ASPM A53, GRADE B D. STRUCTURAL TUBING (TS/HSS) ASTM A500, GRADE 8, 46 KS! YIELD 3) CONNECTIONS MADE UNDER SHOP COND177ONS SHALL 9E WELDED WITH AWS A5. OR A5.5 CLASS 570 ELECTRODES OR EQUIVALENT SUBMERGED ARC. 4) R --PANELS TO BE INSTALLED IN A 2—SPAN CONFIGURATION, MINIMUM, UTILIZING 26 GA. PANELS. SEE FIGURE FOR TYPICAL CONNECTION DETAILS. 8 END -WALL ROOF ',.•1-AI;Hkk11 i' I44TA4t, 412.id y 15' Sen Omer E FASTEm1i5 P31 TE0411S dna o' P3@i /VT2.141 I't,"Pe Elnllel' it N.,/N,__. ._�,/\?..................?' 1t 411114 or Panel /.e12..1N iI� ees Omer 9 INTERMEDIATE ROOF 1/4 4155 BEAN Oil CS IIIN yrir• N55 BEAU OR COLUMN HSS -T0 -HSS 1iS5 50E1.3114 1/4 r W-SNAPE BEAM 6 HSS COL. -TO--W SHAPE 11 TAIL ROLL 10 ROOF RIDGE 7444 DRA1NG iS DiE PROPERTY! OF POW0 SERACE CASPER. RIMING, GS4 NOTICE, Trds develop 1155 not been publishes, but rethen hes been prepared For 'Vlleans' by Power Service solely In respect of the construction, operation, and yelntenonce of the feclkity hewed e1 the title pldek and shell nbt be *00* for any other perpdse or Furnished td any Other party, without the express written Consent of Power Service, Inc. 09/9/09 BP FOR 50453KUCTION .184 DAR er BESCIePSSON REVISION SCHEDULE WIM POWER SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 Mt SPAR, ONO/ONE/OOC. N0, 71i1.[ Ms Or REFERENCE DR44/NGS/SPECS. Bp 505 1FA BILL BARRETT CORP. TYPICAL CONNECTION DETAILS CISCO Pf JBB 411E 45 350H471 BP Ulf Mai, MATE N.I.S. [ 1 of 1 MG. MO. •. BILL OF MATERIALS ITEM OTT DESCRIPTION SPEC. 1 2 W8 x 28 x 12'-9 1/2" (COPE) 5A«36 r• . i9 2 2 W8 x 28 x 13'--8 5/8" (COPE ONE END) SA -38 - 3 1 W8 x 28 x 12'-0" SA -38 TO. / \.� / 4. 4 2 W8 x 28 x 6'-11 1/8" (COPE BOTH ENDS) 5A-36 5 4 W8 x 28 x 2'-2 5/8" (COPE BOTH ENDS) SA -36 • • p 6 3 C8 x 11.5 x 6.-11 1/8" (COPE BOTH ENDS) SA -36 / 7 4 C8 x 11.5 x 2'-2 5/8" (COPE BOTH ENDS) SA -36 le IR." 8 2 L2 x 2 x 1/4 x 2"--2 1/8" (COPE ONE END) S4-36 9 1 L2 x 2 x 1/4 x 2"-11 1/2" (COPE ONE END) SA -36 �. 10 1 E.2 x 2 x 1/4 x 2'-1 3/8" (COPE BOTH ENDS) SA -36 11 1 L2 x 2 x 1/4 x 3"-4 7/8' (COPE ONE END) SA -36 •r r* 12 1 3" 5/80 (.300" W.T.) ERW PIPE x 7'-9" SA -5311 C.O.G. (UNDER 13_ 2 PL 1/2 x 4 3/2' 00 SA -36 LIFTING CONDITIONS 14 - DECK P1., 1/4 x 139" x 139". PLUS END os, •• 15 4 PL 5/8 x 11" x 7" 8A-516-70 y• 4. 1 DRAIN PAN: 10 GA. x 1'-11" x 6"-5" x 1 1/2" DEEP Cs, / (0.5. DIMS) W/ 1 1/2" GRATE • 1 2" STD WELD TEE 5A-23+-WPa Y. r' 12" 2" STD. ERW P1PE SA -538 . 4. . = 2 2' 3000#HALF COOPIJNG -2 - _....� V,, ..* .,.. .,..,. ♦' .,e ,.. ♦' 1 5'-54" �! PLAN REACTION SCHEDULE NODE DEAD LOAD LIVE LOAD SNOW LOAD WIND LOAD X PARTIALX WIND LOAD 1 PARTIAL X WIND LOAD 2 WIND LOAD 2 PARTIALZ WIND LOAD 1 PARTIAL Z WIND LOAD 2 LABEL X(k) Y(k) Z(k) X(k) Y(k) Z(k) X(k) Y(k) 2(k) X(k) Y(k) Z(k) X(k) Y(k) Z(k) X(k) Y(kL, Z(k) X{k) Y{k) Z(k) X(k) Y(k) Z(k) X(k) Y(k) Z(k) N46 0.002 1.235 -0.151 0.013 1.367 -0.255 0.005 0.793 -0.118 -0.121 -0.549 0.011 -0.076 -0.377 0.027 -0.105 -0.447 -0.01 0 0.233 -0.157 -0.014 0.139 -0.137 0.014 0.21 -0.099 N38 -0.003 .1.109 -0,153 0.003 1.395 -0.266 -0.002 0.717 -0.117 -0.075 0.341 -0.011 -0.047 0.246 -0.026 -0,065 0.266 0.01 0 0.238 -0.158 -0.009 0.189 -0.1 0.009 0.169 -0.137 N4 -0.001 1.097 -0.004 -0.001 2.296 -0.011 -0.002 0.459 -0.001 -0.05 -0.149 0.009 -0.032 -0.094 0.006 -0.043 -0.129 0.007 0 0.013 -0.005 -0.005 -0.008 -0.003 0.006 0.027 -0.004 N2 -0,002 0.913 -0.013 -0.011 2.327 -0.041 0 0.336 -0.004 -0.053 0.48 -0.009 -0.034 0.303 -0.008 -0.046 0.417 -0.006 0 0.025 -0.006 -0,006 0,076 -0.004 0.005 -0.038 -0.005 N43 0 1.128 0.15 -0.006 1.423 0.249 0 0.738 0.117 -0.069 -0.28 -0.013 -0,06 -0.212 0.009 -0.043 -0207i -0.029 0 -0.242 -0.159 0.009 -0.179 -0.138 0.008 -0.184 0.101 N6 -0.001 1.106 0.012 -0.007 2.372 0.042 0 0.351 0.003 -0.056 0.029 0.008 -0.048 0.026 0.007 -0.036 0.017 0.006 0 -0,007 -0.007 0.006 -0.01 -0.006 -0.005 0 -0.005 N5 0 1.112 0 -0.001 2.375 0 0 0.352 0 -0.056 -0.03 -0.008 -0.048 -0.027 -0.006 -0.036 -0.018 -0.006 0 -0.007 -0.001 0.006 0 0 -0.006 -0.009 -0.001 N35 -0.004 1.124 0.153 -0.007 1.422 0.265 0 0.738 0.117 -0.069 0.28 0.013 -0.06 0.213 -0.009 -0.043 0.208 0.028 0 -0.241 -0.16 0.009 -0.183 -0.101. -0.008 -0.178 -0.138 N113 0.007 0,633 0.009 0,023 0.585 0,026 0.002 0,26 0.005 -0.084 0 0 -0.073 0 0 -0.054 0 0 -0.004 -0.019 -0.006 0.007 -0.015 -0.004 -0.012 -0.015 -0.004 N114 0.004 0.41 -0.003 0.02 0.85 -0.008 0 0.134 -0.002 -0.029 -0.123 0 -0.018 -0.078 0 -0.025 -0.106 0 0.001 f 0.007 -0.002 -0.002 -0.009 -0.002 0.004 0.02 -0.001 NOTES: 1, ALL REACTIONS ARE UN FACTORED, MAXIMUM SERVICE LOADS FOR EACH INDIVIDUAL LOAD TYPE. 2. LOADS SHALL BE COMBINED AND FACTORED AS REQUIRED BY THE FOUNDATION ENGINEER. 3. FOUNDATION DESIGN 1S BY OTHERS AND IS SUBJECT TO THE REQUIREMENTS OF THE LOCALLY ADOPTED CODE, CONDITIONS AND THE PROJECT GEOTECHN I CAL REPORT, 4. WIND AND SEISMIC LOADS SHOULD BE CONSIDERED AS BOTH POSITIVE AND NEGATIVE TO ACCOUNT FOR LITERAL FORCES ACTING IN EACH DIRECTION, NS GRAYING IS THE PROPERTY OF POTIFR SEIM WPM, WANG, UM. NOTICE. Thio tlrnrk>e hos CUSDIER not been published lout BILL BARRETT CORP. ratter has been prepuNed for BILL B6##5TT CORP.' by �- POWER NOTES: facer Service solely In - SERVICE, INC. STRUCTURAL STEEL SKID DETAIL o respect of the construction, operation, Grid 1- DECK PLATE TO BE INSET 5" FROM EDGE OF SKID, ALLOWING BUILDING TUBING of Fido a fo and 12.42-42 =tow tCHARGE CASPER, WYOMING, USA PUMP BUILDING TO BE MOUNTED DIRECTLY TO STRUCTURAL SEAMS. a maned h the tette eared In the mwtt not be used far any eec o� Lo -1 RNP on w CIRCLE B4 INJECTION/TRANSFER FACILITY othe Purpose n �i,Iio�t o os�ze/os rR the CONSmUCITON EA - eK41,1-Pn-3 MESS ItTam. MAW (307)472-7722 13'-1' OAY(x 13-2 1/4' DAL too other pnr the N7. EVE 6f eE9:3EP110N c'(b IPPR -. Mt NA. HIES AIM IN Ore Of TY MiEMR DAN Mt 63 E: S1 I GM N). An6. NO. exprens wNtten consent of Poxer Service. Inc. REVISIONS REFERENCE DRAWINGS ZR 11Nf'A EA q - - 69/28/09 NTS 1 OF 1 1049030758 ID-BBC-CHRG-SR-1 /U\ ELEVATION NOTES: 2 13'-2 1/4" OAL 1. DECK PLATE TO BE INSET 5" FROM EDGE OF SKID, ALLOWING BUILDING TUBING TO BE MOUNTED DIRECTLY TO STRUCTURAL BEAMS. BILL OF MATERIALS REM Ott DESCRIPTION SPEC. 1 2 I W8 x 28 x 12'-9 1/2" (COPE) SA -36 2 2 W8 x 28 x 11'--8 5/8" (COPE ONE END) SA -36 3 1 W8 x 28 x 12'-0" SA -36 4 2 W8 x 28 x 6'-11 1/8" (COPE BOTH ENDS) SA -36 5 4 W8 x 28 x 2'-2 5/8" (COPE Som ENDS) SA -36 6 3 C8 x 11.5 x 6'-11 1/8' (COPE BOTH ENDS) SA -36 7 4 C8 x 11.5 x 2'-2 5/8" (COPE BOTH ENDS) SA -36 8 2 L2 x 2 x 1/4 x 2'-2 1/8" (COPE ONE END) SA -36 9 1 L2 x 2 x 1/4 x 2'-11 1/2" (COPE ONE END) SA -36 10 1 L2 x 2 x 1/4 x 2'-1 3/8" (COPE BOTH ENDS) SA -36 11 1 1.2 x 2 x 1/4 x 3'-4 7/8" (COPE ONE END) SA -36 12 13 1 3' 5/80 (.300" W.T.) ERW PIPE x 7'-9" 2 PL. 1/2 x 4 1/2" OD SA -636 SA -36 14 - DECK PL. 1/4 x 139" x 139", PLUS END C.S. 15 4 PL. 5/8x 11"x7" SA -316-70 1 DRAIN PAN: 10 OA. x 1'-11" x 6'-5" x 1 1/2' DEEP cs. (0.5. DIMS) W/ 1 1/2" GRATE 1 2" STD WELD TEE SA -234 -WPE1 12' 2" STD. ERW PIPE SA -536 2 2" 30001Y HALF COUPLING SA-234-WPIE TAIL -ROLL SECTION DETAIL D'-11' 4 3/4" 2" 0 I-1OLE PL. 5/8 SA -515-70 LIFT LUG DETAIL SOLID WELD THIS DRAWING S TELE PROPERTY OF POWER SIMICE. CASPER, MING, US4 NO110Ei This drawing hos not been published but rrther hps been prepared for 'Wirt 1ARREFI CORP,' by Powerervice soiety in respect of the Con Struct[Cn, Cperotion, Dna aintenance or the rpCility named in the title block ono shall not be used for ony other purpose or furnished to Oily ocher party, without the express written consent of Power Service, Inc. 12-12-1380 S3 UMMA. SIM BLDG D lkl. 11ec-t#t0-E0-1 OWE P»' DISE CA O 09/28/09 IR FOR CONSTRUCTION E4 WC11(1-1'B-3 PROCESS A MR CP66411 N. BI ARO, rim ILO. TIRE j... POWER 40, SERVICE, INC. CASPER, WYOMING USA (307)472-7722 01.610191 BILL BARRETT CORP. STRUCTURAL STEEL SKID DETAIL CHARGE PUMP BUILDING CIRCLE B 114 INJECTION/TRANSFER FACILCTY DAW x 13 -2 1/4' OAL REVISIONS REFERENCE DRAWINGS DM BY ZR DIKE Bt EA EPPD Br DMUS DUE BwA, 09 28 SCALE: NTS 5i£E5; 1 OF 1 lae18 IC09030755 DM. DP. D -BBC -C RG -511-1 BILL OF MATERIALS ITEM QTY DESCRIPTION SPEC. 1 2 W8 x 28 x 12'-9 1/2" (COPE) SA-36 2 2 W8 x 28 x 11'-8 5/8" (COPE ONE END) SA-36 3 1 W8 x 28 x 12'-0" SA-36 Q 2 W8 x 28 x 6'-11 1/8" (COPE BOTH ENDS) SA-36 4 W8 x 28 x 2'-2 5/8" (COPE BOTH ENDS) SA-36 6 3 C8 x 11.5 x 6'-11 1/8" (COPE BOTH ENDS) SA-36 7 4 C8 x 11.5 x 2'-2 5/8" (COPE BOTH ENDS) SA-36 8 2 L2 x 2 x 1/4 x 2'-2 1/8" (COPE ONE END) SA-36 9 1 L2 x 2 x 1/4 x 2'-11 1/2" (COPE ONE END) SA-36 1 L2 x 2 x 1/4 x 2'-1 3/8" (COPE BOTH ENDS) SA-36 1 L2 x 2 x 1/4 x 3'-4 7/8" (COPE ONE END) SA-36 ® 1 3" S/80 (.300" W.T.) ERW PIPE x 7'-9" SA-538 2 PL. 1/2 x 4 1/2" OD SA-36 — DECK PL. 1/4 x 139" x 139", PLUS END C.S. 15 4 PL. 5/8 x 11" x 7" SA-516-70 (2 1 DRAIN PAN: 10 GA. x 1'-11" x 6'-5" x 1 1/2" DEEP c.s. (0.5. DIMS) W/ 1 1/2" GRATE 0 1 2" STD WELD TEE SA-234—WPB 19 12' 2" STD. ERW PIPE SA-53B 0 2 2" 3000# HALF COUPLING SA-234—WPB 21 BILL BARRETT CORP. .\POWER '''''''"-'11-F SERVICE, INC. CASPER, WYOMING, USA 0.y,, > STRUCTURAL STEEL SKID BOM CHARGE PUMP BUILDING CIRCLE B 14 INJECTION/TRANSFER EACL HY 13'--1" OAW x 13 —2 1/4" OAF 12-12-frac swat sim BS WM use- yo-, 0006E MVP ena a 0 oo/ye/on .zit mwt arrsmwcrmx .61 "' BK-11040-3 PRPCESS a Ne new' `rte D411 sr OED ypt a r0. mu va er 18.1 R p e FA wet s, — r sx �x 09/28/09 US, 01/73/091 s xr 1 of 1 a }CQ903075B 1 0 I} - BBC—CHR —STL-1 . REVISIONS REFERENCE I7MW/NGS r I 1 J r-, 17` TS5 x 3 x 3/16 (TYP. BLDG. R1M) R 3 (sHT. 2) 5 ti it) W-CBLDG BTM. 0 0 0 5 0 7 0 0 0 3 0 0 0 TS3 x 3 x 3/16 (TYP.) 5 5 3 P 3' —10" 3' —10" 3' —10" ,.(SH.2', NOTES: 1. BILL OF MATERIALS ON SHT. 3 ROOF PLAN BTM. (S.,T. 2) ,it, THIS WOG G 5 THE PROPERTY OF PIMER SENIICE AVM. »S& NprnxCI ThIs drowInp hos not boon pubelohod but rothor boo been Prepared For 'BILL BARRETT COPP.• by Power Service onlely In respect of thr construction, operation and nu!ntenance Or the Facility nand In the title block one ohne. not ba used for any other purpn&e Or furnished t0 any Other party, Without the express written c sent of Favor Servina, Joe. 133C—CHRS—SFL— SIMPIL STIR SW DEP& 0 �pr�ipv xR FOR CONSTRULT10N EVARIDIT 60. Br CeD WM. ow Ha. __. _ __ POWER SERVICE, INC. CASPER, WYOMING, USA (30'7)472--7722 BILL BARRETT CORP. STRUCTURAL STEEL BUILDING DETAIL CI-IARGE PUMP BUILDING CIRCLE B 14 INJECTtONJTRANSFER FACLITY W x 1V-9 L x 10'--2' N REVISIONS REFERENCE DRAWINGS pA er ZR ntro FA eaeb Trr DM MOB 09/28/09 SrAk N.T.S sea: of 3 P0903075B 1D 2 -12 -BBC rcv./� 3'-10" TAIL DIM'S FROM HERE 7'-8' TS5 x 3 x 3/16 TYP. BLDG, RIM 4 4 TTYP x BLDG. RIM O MI Ea I 45E Q3i' a 0 h f7 � N 6 X 7 DOOR 1.1 Ell 1.1) VIEW A—A & SECTION B-8 NOTES: 1. BILL OF MATERIALS ON SHT. 3 TYP. 0 a 1/2" 3.-0" TYP. i Q i5 216 X 1 X 11 GA. 9 O m © o TS3x3x3 1,111 ii10110100"111.°110 .711.1."111.1".1111.1110.1.11M10° �w II 1116 O 4 TTYP x BLDG. RIM O © O » N 6 X 7 DOOR 101.011110011111 GI ED m 6'Wd" 3'-10 1/2" 11'-9" VIEW C—C O 2 .. TYP. a 0O0 00 TS3x3x3/16 ® 0 ITallillusumiimmompott 5'-9 1/4" TS 2 X 1 X 11 GA. O 9TS5 x 3 x TYP. BLDG.3I M 00 Q 3,-10" 3'-10" 11'-9" SECTION 0-0 nss DRAM {G IS mE PROPERTY CC POWER STRIKE CASPER. WWNG, USti 1MFT10E. Thls pooch% hos not been puptishee tut rather has keen prppored fpr •BILL BARRETT CORP.' by Poser Se,eire ooltty rytppct of the conotrNetltn, oprrokk, ord naintrn.rre of the foeeity honed In the tine block ohd sholt not by use' for any other purpose or furtthed to any other party, rlthput the pxprvss •rFtten consent of Boxer Service, Inc, —11_1 5111X.1011. SB1 sac DEP. BP/20/09 CONSTRUCTION EA 833- DIiCrio-1 EMINENT CA B( DMIVIIC41 fad) MPR D'1Q t4 imE POWER SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 "'"'BILL BARRETT CORP. STRUCTURAL STEEL BUILDING DETAIL, CHARGE PUMP BUILDING CIRCLE B 14 INJECIIDVTRANSFER FACUTY 11'-9• W x 1V-9 L x 10'-2' 11 REVISIONS REFERENCE DRAWINGS 0** I C9,11 BI MPP 0f ZR j EA — I MIL 09/28/03 scpa N.T.S. sea: 2or3 C9L 301 10403075B UM NI D - 12 -12 -BBC BILL OF MATERIALS ITEM QTY DESCRIPTION SPEC. 0 2 RECTANGULAR TUBING, 5 x 3 x 3/16 x 11'-9" SA-5008 RECTANGULAR TUBING, 5 x 3 x 3/16 x 11'-3" SA-500B S2 3 SQUARE TUBING, 3 x 3 x 3/16 x 11'-9" SA-500B 0 8 SQUARE TUBING, 3 x 3 x 3/16 x 5'-9 1/4" SA--5008 O 24 SQUARE TUBING, 3 x 3 x 3/16 x 3'-7" SA-500B V 4 SQUARE TUBING, 3 x 3 x 3/16 x O'-6" SA-5008 0 3 SQUARE TUBING, 3 x 3 x 3/16 x 11'-3" SA-500B 3 BAR CHANNEL 2 x 1 x 1/8 X 11'-3" SA-36 6 BAR CHANNEL 2 x 1 x 1/8 x 11'-9" SA-36 1 SQUARE TUBING, 3 x 3 x 3/16 x 1'-3 1/2" SA-5008 ® 1 SQUARE TUBING, 3 x 3 x 3/16 x 3'-7 1/2" SA 500B 0 2 SQUARE TUBING, 3 x 3 x 3/16 x 1'—O 1/2" SA--5008 0 1 SQUARE TUBING, 3 x 3 x 3/16 x 6'-4" SA-500B 2 SQUARE TUBING, 3 x 3 x 3/16 x 3'-4 1/2"8 SA-500B 12 SQUARE TUBING, 3 x 3 x 3/16 x 8'-9" SA-5008 8 0� :9J 21 T — r t 4. I'OVER BILA BARRETT CORP. SERVICE, INC. STRUCTURAL STEEL BUILDING BOM GASPER, WYOMING, USA (3°7"72-72. CHARGE PUMP BUILDING CIRCLE B /4 INJECTION/TRANSFER FACLITY 11'-9 W x 11'-9' L x 1C-2' II - - SIRLOUR§L siaa. SI 013:51 0 09/24/09 ZR FOR CONSIROV+Ov E! - 1 DYNE PAP UP at ADM EST s ti b + ZR mer rss a Marx Qa9/2B/b9 NTS. lc: 3 C0903075BI0 2-12—B8C rft& REVISIONS DRAWINGS REFERENCED W 2'-10" G�_71'�ya iY L/Ji 1--1117 PLAN NOTES: 1. APPROX. WEIGHT OF SKID 13,500 LBS. INLET 8 150#R EGEND to tai 132 O EQUIPMENT // ACC MK QTY DESCRIPTION A C D E F' G 1 TRANSFER CHARGE PUMP: FLOWSERVE DURCO 2K4x3-13RV 1 ELECTRIC MOTOR: USEM OR =, 50 HP, 1800 RPM, 460V/60/3, 3261 1 INJECTION CHARGE PUMP: FLOWSERVE DURCO 1K1.5x1-82RV 1 ELECTRIC MOTOR; USEM OR =, 10 HP, 3600 RPM, 460V/60/3, 215T 1 STRUCTURAL STEEL 4 -RUNNER SKID 1 STRUCTURAL STEEL BUILDING: 12' W x 12' L x 10' H, GABLE -STYLE ROOF VALVE LIST -J 0 ce O C7 MK QTY DESCRIPTION VBF-03 4 BUTTERFLY VALVE: 4" KF OR =, WAFER -STYLE WCV-02 CHECK VALVE: 4' SALON OR -, WAFER -STYLE 3 1' !7!/I !, !! /!//i/ BLOC, PEAK BLDG. LOW 510 6' REF. 6' x 7' DOOR weyafp FR 13'-2 1/4' TIAL PUMP DISCHARIl: 3' 15011 FF P0141R 505710N 4' 1506 FF VIEW A -A 70P OF DECK P. INLET 8' 1504 9 BLDG. PEAK %I/a / a/ / .&77& IIIf �_.fLLL!{/ 1 BLDG. LOW $10 7 04 / b" REF. 6' x 7' o 0008 m TOP of 0.14 I. 4 csorml / - DECK Pl. JINJECTI©N INLETS i 8' 15fl1RF � ► � if if' �4�C1_ _ "" It,:-.. H. te Its ' 11077 •REF. +•••4RAIN PAN 1116 I ,11 a Ili YRlik ��•�`*11 � �� n `. I wAL�covEtr 1I1 B LFI 111 1'111r IN 6 0i 11. 111 1 IO 111 la III i1 01 0 6' x 7' o boost- TRANSFER A ♦ � n b INLETS • ^� II•I.:III■ II ■ rg 16-0 1, fly ■I W, , .; lie Rini II j'bio. 0 , PLAN NOTES: 1. APPROX. WEIGHT OF SKID 13,500 LBS. INLET 8 150#R EGEND to tai 132 O EQUIPMENT // ACC MK QTY DESCRIPTION A C D E F' G 1 TRANSFER CHARGE PUMP: FLOWSERVE DURCO 2K4x3-13RV 1 ELECTRIC MOTOR: USEM OR =, 50 HP, 1800 RPM, 460V/60/3, 3261 1 INJECTION CHARGE PUMP: FLOWSERVE DURCO 1K1.5x1-82RV 1 ELECTRIC MOTOR; USEM OR =, 10 HP, 3600 RPM, 460V/60/3, 215T 1 STRUCTURAL STEEL 4 -RUNNER SKID 1 STRUCTURAL STEEL BUILDING: 12' W x 12' L x 10' H, GABLE -STYLE ROOF VALVE LIST -J 0 ce O C7 MK QTY DESCRIPTION VBF-03 4 BUTTERFLY VALVE: 4" KF OR =, WAFER -STYLE WCV-02 CHECK VALVE: 4' SALON OR -, WAFER -STYLE 3 1' !7!/I !, !! /!//i/ BLOC, PEAK BLDG. LOW 510 6' REF. 6' x 7' DOOR weyafp FR 13'-2 1/4' TIAL PUMP DISCHARIl: 3' 15011 FF P0141R 505710N 4' 1506 FF VIEW A -A 70P OF DECK P. INLET 8' 1504 9 BLDG. PEAK %I/a / a/ / .&77& IIIf �_.fLLL!{/ 1 BLDG. LOW $10 7 04 / b" REF. 6' x 7' o 0008 m TOP of a E.71a17 r ,„ US 7]S f<C •..., I T CI ftf PeII i:o 9 4 csorml / - DECK Pl. PUMP DISCHARGE) V I' 1506 FF PUMP SUCTION 1 1/2' 15011 FF 13'-2 1/4' GAL, SECTION 8-8 THIS 0RAN1HG IS 1M PR0PAt1Y OF POWER SERVICE CAWEER, NYMHG, LISA NOTICE. 11.11s drawing hos not been published but rather has been prepared For 'BILL BARREYT CORP,' by Poser Scr'vire solely in respect of the GOnstru0t1on, operation, and n alntenance of the Focslity n ned in the title block an4 Shall not be used £05 any O ther purpose or furnished to any other pnrty, without the express written consent of Power Service, Inc. 686-113-57--3 12-12-880 PPM SFRU`O& SBC -cmc -511-1 SIRU'6iEA12IM. SW OEIAt 0 09/25/09 ZR FOR CONSTRUCTION W6 -11V -P10-3 PROCESS R 1. O MAR RK DAG B4. POWER SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 BILL BARRETT CORP. EQUIPMENT GENERAL ARRANGEMENT CHARGE PUMP BUILDING CIRCLE B #4 INJECTION/TRANSFER FACILITY 13'-1" OAW x 13'-2 1/4" OAL x 10'-11" DAH REVISIONS REFERENCE ORAW/NGS 161 in a5"0 EA DIMES DOS 5L 08/16/09 4O4C: NTS 41011: 0001E (0. 1 Of 1 'C091007515 (AM IP]. D BBC-CHRG-L0-1 Piyi GENERAL STRUCTURAL NOTES GENERAL REQUIREMENTS 1. Design Is based on the 2003 edition of the International Building Code (IBC). 2.A11 dimensions, elevations and details on structural documents shall be verified against the existing conditions prior to Construction or fabrication. 3.The contract structural documents and specifications represent the completed structure. The contractor shall provide all measures necessary to protect the structure and existing adjacent structures and utilities. 4.Coordinate all openings through floors, walls and roofs with Mechanical and Electrical Contractors. Notify Engineer or" any openings to be cut in structural systems. FOUNDATIONS I. Foundation Design is based on the following assumed soli properties: Maximum design soli bearing capacity: 2500 PSF. 2. Specific soil properties shall be verified by the Soils Engineer upon excavation and prior to rooting placement, Contact Nepworth-Pawlak Geotechnical, Inc. 3. All footings are to be on undisturbed natural beoring rnoterlais or compacted structural fill. 4. Avoid excessive wetting or drying of the excavation, keeping the excavation reasonably free of water during placement of concrete for footings. CONCRETE AND REINFORCING STEEL I.AII concrete shall attain 3,500 Psi compressive strength WIthin 25 days. U50 Type 1-11 Portland Gement (ASTM CI5O) with 4-696 air entrainment. Concrete aggregate to be normal weight (stone). 2.Perform all cast -in-place concrete work In accordance with "Specifications for Structurol Concrete for Buildings," ACi 301-84, un'ess noted otherwise. Provide hot or cold weather protection per AGI 305 or 306. 3.ReInforcing steel shall conform to ASTM A615, erode 60, minimum. 4.korizontai reinforcing steel shall be made continuous by lapping bars a minimum of 32 bars diameters at all splices and providing corner bars. Fabrication and Installation of reinforcing steel shall conform to AC1 515. 5Provide accessories necessary to properly support reinforcing at the positions shown on the documents. 6.Provide 2-#5's with 2'-0" projections each side of all wall openings. '7.0a'Glurn chloride or admixtures containing more than 0.05% chloride ions or thiacyarates ore not permitted. S,Do not place pipes, ducts or chases In structural concrete without prior approval of the Structural Engineer. SLAB DEPTH: 4" 5/16" SAW CUT. PROVIDE CONTINUOUS SILICON CAULK W/ BACKER ROD OVER CONTINUOUS WATERSTOP (HYDROTITE R5S-040') (SLAB DEPTH). 1" NOTE. THE SAW CUTTING SHALL BE DONE WITHIN 24 HOURS TO PREVENT UNCONTROLLED CRACKING OF THE SLAS AND WHEN THE CONCRETE HA5 HARDENED SUFFICIENTLY TO PERMIT CUTT1N6 WITHOUT CHIPPING, SPALLIN6, OR TEARING. TYPICAL SAWCUT JOINT TYPICAL CO SLA3 ON GAD \C 3TL'S INTERIOR SLAISS-ON-0RADE ( 5.0.6. ) 1. UNLESS NOTED OTHERWISE, EXTERIOR 5.0.6.'5 SHALL BE 4" THICK CONCRETE SLABS PLACED ON A MINIMUM 4" THICK LAYER OF FREE-DRAiNiN6 &RAVEL. 2. ALL INTERIOR 5.0.6.'5 SHALL SE REINFORCED WITH N4 ® 12" ON CENTER EACH WAY UNLESS NOTED OTHERWISE. 5. PROVIDE SLAB CONTROL JOINTS AS SHOWN ON PLAN. 4. PROVIDE FREE -DRAINING GRAVELS AND COMPACTED FILL WHERE NECESSARY. 5. COMPACTIVE EFFORT FOR GRAVELS, STRUCTURAL FiLL AND EXISTIN6 SUB6RADES WHICH SUPPORT 5.0,6.'5 SHALL SE IN ACCORDANCE WITH SOILS ENGINEER'S RECOMMENDATIONS. INTERIOR S.O.G. STEEL FRAME PROVIDE SILICON CAULK + WATERSTOP PER B/51 EXTERIOR S.O.G. L 5'-0" GONG, FOOTING BY OTHERS 3/4" = I'-0" O 0" MIN. FROST z 0 1- Q r • It T #5 @ 12" O.G. HORIZ (GR. 60) #5 @ 15" O.G. VERT (GR. 60) HPROVIDE CONTINUOUS SILICON CAULK W/ BACKER ROD OVER CONTINUOUS WATER STOP (HYDROTI TE CJ -1030-4M) 1.1/2" GLR DIAL #5 x 16"_136" ® 10" O.G. (GR. 60) NOTE: HIYDROTITE WATTERSTOPS ARE MANUFACTURED BY GREENSTREAK, ST. LOUIS, MO. (800-325-'504) 114 46" Q.C. 1'-2" 6" CONC. WALL TY ' 1'-6" 3'-2" FOOTING GAL CONTAINMENT WALL 1" = 1'-0" 2,$)- #5 HIORIZ. CONTINUOUS APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILDING DEPARTMENT Ditty g FIEL i COPY NO INSPECTION WITHOUT THESE PLANS ON SITE PIP of KURTZ ASSO 1 ATES, INC. 5012 COUNTY W. 154 GLENWOOD SPRI NGS, COLORADO (c:170) Q45-6305 51 LL 5ARRETT GIORFORATION CONTAINMENT WALL CHARGE PUMP BUILDING G I RGLE B #4 I NJECTI ON/TRANSFER FACILITY GARF I ELT, COUNTY, COLORADO DRAWN BY: M.C.E.K. CHECKED BY: B.J.K. SCALE: AS SHOWN PROJECT #: OQ-53 DATE: CONSTRUCTION SET: 12/22/0Q SHEET TITLE: GENERAL NOTES FOUNDATION DETAI LS SHEET: TYPICAL ALL AROUND 31-2 "" I^, FTG 1 n I 101-6" 121-O'1 1L 101-611 PROVIDE HORIZONTAL CORNER BARS TO MATCH HORIZONTAL WALL REINF- TYPICAL (SEE GENERAL NOTES) 331-0" PLAN NORTH FOUNDATION PLAN /\ I/4"=11-0" FOUNDATION PLAN NATES: I. Concrete foundation walls to be 6"' thick unless noted otherwise (U.N.O.) 2. Dimensions this sheet are to Face of concrete U.N.O. 3. Footings are to bear on undisturbed natural bearing soils or compacted structural Fill. 4. Finish grades are to provide 36" minimum cover for exterior footings. 31-21 FTG KURTZ ,$ ASSOC.` IATES, I I 1 r/ 5012 COUNTY RD. 154 GLEN IOOD SPR! NGS, COLORADO (1 10) '145-6305 SILL E3ARRETT CORPORATION CONTA! NMENT 1NALL @ CHARGE PUMP BUILDING C I RGLE B #4 I NJECTI ON/TRANSFER FACILITY GARF I ELD COUNTY, COLORADO DRAAN BY: CHECKED BY: S.J.K. SCALE: AS SHONN PROJECT 4: O -53 DATE: CONSTRUCTION SET: 12/22/0Q SHEET TITLE: FOUNDATION PLAN SHEET: 5-- 7 --� 1 I.— " I— h d 1 i 11-6" I SAW -GUT E 1 I 1 SAW -GUT _ C.J. _ _ 1 G.J. f PUMP BUILDING A INTERIOR 5.0.6. 1 51 5A1^4 -CUT_ SAw-GUT _ G.J. L L J G.J. ! V EXTERIOR S.O.G. I Q V t 0 N o - 101-6" 121-O'1 1L 101-611 PROVIDE HORIZONTAL CORNER BARS TO MATCH HORIZONTAL WALL REINF- TYPICAL (SEE GENERAL NOTES) 331-0" PLAN NORTH FOUNDATION PLAN /\ I/4"=11-0" FOUNDATION PLAN NATES: I. Concrete foundation walls to be 6"' thick unless noted otherwise (U.N.O.) 2. Dimensions this sheet are to Face of concrete U.N.O. 3. Footings are to bear on undisturbed natural bearing soils or compacted structural Fill. 4. Finish grades are to provide 36" minimum cover for exterior footings. 31-21 FTG KURTZ ,$ ASSOC.` IATES, I I 1 r/ 5012 COUNTY RD. 154 GLEN IOOD SPR! NGS, COLORADO (1 10) '145-6305 SILL E3ARRETT CORPORATION CONTA! NMENT 1NALL @ CHARGE PUMP BUILDING C I RGLE B #4 I NJECTI ON/TRANSFER FACILITY GARF I ELD COUNTY, COLORADO DRAAN BY: CHECKED BY: S.J.K. SCALE: AS SHONN PROJECT 4: O -53 DATE: CONSTRUCTION SET: 12/22/0Q SHEET TITLE: FOUNDATION PLAN SHEET: 5-- 7