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Application - Permit
.Ylaildittp d .YJI'amtittp 2Jepcutment {jaifidd &an~v~ &fo4ada No change in the character of occupancy of a building shall be made without a Certificate of Completion-(2003 R110.1, IBC 110.1) This certificate is issued pursuant to the requirements of Section 110.3 of the IRC or Section 110.2 of the IBC certifying that at the time of Issuance, this structure was in compliance with the various codes adopted by the County regulating building construction or use for the following. Use Classification: Temporary housing. Operator: Williams Production RMT Supplier: PTI Travco Modular Camp Address: Trail Ridge Camp@ 031-5-97 Building Permit No: 10809 Type of Construction: State approved mobile units. Address of Operator: P.O. Box 285 Houston TX 77001 Locality: 2137-153-00-009 Date of Final Inspection: January 29, 2009 By: ~ Building Inspector i lssiJan'oe of a Certificate of Completion shall not be construed as an approval of a violation of the provisions of this code or of other resolutions or zoning codes of the jurisdiction. Certificates ,w~urmng to give authority to violate or cancel the provisions of this code or of this code or of otherresolutions of the jurisdiction shall not be valid. (2003 IRC Sec. 110.1, IBC Sec. 110. Garfield County No. I Building & Sanitation Department I 08 8th Street, Suite #40I Glenwood Springs, Co. 8I60I Office 945-82I2 Inspection Line 384-5003 Job Address: R97-T5-Sec3 1 oaog I Locality: 2137-153-00-009/ (Trail Ridge) ----------------------------~----~~--------------- Use of Building: Temporay Employee Housing & Storage Owner: Chevron USA Inc Contractor: PTI Travco Modular ------------------------~----~------------------ Amount of Permit: llv manu. Fee Total $845.54 $400.00 $1,245.54 Date: 1/10/2008 clerk: _---<:: .. ::L..!...nu~g¥lo~r __ \ I 2 3 4 5 6 7 8 9 10 I I 12 GA RFI ELD COUNTY BU ILDING PE RMI T APPLI CAT ION I 0 8 8 '11 Street, Su ite 40 I , G lenwood Springs, C o 8 16 0 I Ph one: 9 70-945-821 2 I Fax: 97 0-384-34 7 0 I In spect ion Lin e: 97 0-384-5003 www.ga rfi c ld-county.com ..-, 1~"1 Parcel No: --~-153-0 0-00 9 Jo b Address: NE/4 o f Sec tio n 3 T 5S-R97W //2!1"1L /l,d, 4G:-: Lo t No: B lock No: Subd ./ Exem pti on: N/A N/A N/A Owne r : Address P h: Ch evron USA Inc . Houston , TX 281.56 1 .3722 Con trac tor: A dd ress Ph: PTI Tra v co Modular Nisku, Albe rta 7 8 0.9 5 5 .73 66 Arc hi te ct I Engineer: Address Ph: J o hn s on -Ca rter Arch. Rifl e co 81 6 5 0 9 7 0.625.0 5 80 Sq. F t. of Building: 5 22 0' Sq . /1;~5,0 0 0 ' Sq . H eight : 9 ' Use o f B ui lding: Temporary Employee Hous i ng & Storage Desc ribe Work: Oper a tion o f T e mp ora r y Empl o yee Ho using & S t orage Class o f Work : Xi N ew o Alterati on o Addit ion Wk P h; All Ph : Aft Ph: No. o f F loo rf Fac ili t y Garage: N/A Septic: See Atta c he~ ~A.~~ilr-l4 (le.tz.fl<>lf Xi ISDS o Community o A tt ache d 0 Detached Dri veway Permit : P re -e xi st ing Owne rs va luation o f Work: s 583 ,000 .00 N OTICE 4z_3;, Authority. lbis applicalio n for a Bu ilding Pen n it must be signed b y the Owne r of the pro pen y , described above, or an au th o ri zed age nt. If the s ignature below is not that o f the Owner, a separate letter of authority, s igned by the Owner, mu st be provided w it h th is Application . Le ga l Access. A Bui lding Pennit cannot b e issued w i tho ut p roof of legal and adeq u ate a ccess to the p ropcny fo r purposes o f inspecti on s b y the Building Depanme nt. Other P ermits. M ult iple separate pen nits may be required: (I ) Stat e Electrical Permi t, (2) Co unty ISDS Pcnnit, (3) another p cnnit required for usc on the p ro peny id enti fi ed above, e.g. State o r Cou nty H ighway/ Ro ad Access o r a State Wastewa ter Di scharge Per m it. Vo id Pe rmit. A Bui ldi ng Permit becomes null and void i f the work authorized i s not commen ced within 180 days o f the date of issuance and if work i s su spe nded or abandoned for a pe riod o f 180 days a ft er commencement. CERTIFI C ATI ON I hereby ccn i fy that I have read this Ap plic ation and that the in fonnation co nt ained above i s tmc and correct. I u nd erstand tha t the Bu ilding Dcpanmc nt accepts the Application , a long with the p lans and specificati o ns and othe r data s ubmitted by me or on my behalf(s ubmittal s), b ased upon my cenification as to accuracy. A ssuming c:o mplctc:nc ss of th e s ubmittal s and approval o f thi s A p plication, a Dui lding Peml il will be issued g ra nting pc nnission 10 me, as Owner, 10 construc t the struc tu1c(s) and fa cilities d etailed on the s ubmitt als reviewed by the Building Departmen t. In cons ideration of the issu ance o f the Bu ilding Penni t, I agree that I an d my agents w ill comply with provi sions o f any federal, state o r local law regulating the work and the Garfield County Build ing Code, ISDS regula tions and applicable land u sc reg u lations (County Regulation(s)). I acknowledge that the Building Permit may be s uspended or revoked, upon notice from the County, if the loca<ion, con struction o r u sc o ft he stm ctu re(s) a nd faci lity(ies), d escribed above, arc not in compliance with Co unty Rcgulation(s) o r any other appl icable law. I hereby grant pen nission to the Building Dcpan me nt to enter the propeny, d escribed above, to inspect the work. I fu nbcr ac knowledge that the issu ance o f the Bu ilding Pcnnit does not prevent the Build ing O ffi c ial fro m: (I ) rc u iring the correction o f errors i n the s ubmitt als, if a ny, di scovered afte r issuance; or (2) stopping cons tructi on or u sc of the s tru c turc(s) or facility(ies) if suc h is in vio lation o f Coun ty Regulation(s) any thcr ap p licable law. Rev iew of thi s Applic 1011 , in u d ing submittal s, and inspe ction s of the work by the Bui lding Dcpan ment do not cons titute a n accep tance of responsibi lity o r liability b y th e County o f e rrors, omissions o r discrepan cies. A the Ow e r · ow ledge that responsibility fo r compliance w ith federal, state a nd loca l laws and County Regulation s rest w it h me and m y authori~ed agents, including without li mitation my arc teet de >er, e ngine r a nd/ o r bui lder. I HEREBY A 0 DG A I HAVE REA D AND U N D ERSTAND TilE NOTICE & CERT I F I C ATIO N ABOVE: ........... 1 1 /1 5/0 7 7 OWNE ~~RE DATE / ST AFF USE ONLY S pecia l C o nditions: \'f{2_ M ise Fees: rf Zon in g : B LDG D E PT: A l"' ~\. APP!({C)SJ.L DA T E A P i \l~\}', 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) Pennanent 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 5 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. ·ee to abide by the above conditions for occupancy, use and the issuance of a identified in the Building Petmit. 11 -15 -07 DATE Bapplicationseptember2007 VALUATION FEE DETERMINATION Applicant Address Date .,;C;:::h:.:;e.;;vr':"oO:.n ___________ Subdivision -'T'=r:::•i.:;lr.::id:.ogc=.e=-__________ LotJBlock .,;1;.:2:..;11:.::9:.:12:_::0~07'------------Contractor Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Garage: Valuation Crawl Space Valuation Decks/ Patios Valuation Valuation Covered Open Type of Construction: Occupancy: Valuation Total Valuation sf sf sf sf X $74.68 0 sf sf X $41.00 sf X $33.68 sf X $18.00 4020 sf X $9.00 Commercial sf X $24.00 sf X $12.00 sf X sf X sf X sf X sf X sf X PTI Modular 0.00 0.00 0.00 36,180.00 0.00 0.00 36,180.00 PLAN REVIEW CHECKLIST Applicant C \=\ -t-J 0-(N\_ Date. _ ____~_! ?.~-_1!_.!:0:!.__· =o~l__!__ __ Building ~ngineered Foundation I ~ s~- ~DrivewayPermit ISXt.~~ ::>~r ~Surveyed Site Plan .. s,s~~ t4.J~4t33 (e '· ~ /\"\ 4 pdl-~Septic Permit and se¥backs ~ ~ Gradeffopography 30% m Attach Residential Plan Review List _LMinimum Application Questionnaire Planning/Zoning ~Property Line Setbacks ~ft Stream Setbacks ~Flood Plain ~Building Height ~Zoning Sign-off ~oad Impact Fees ~HOA/DRC Approval JLl_subdivision Plat Notes ~Gradeffopography 40% £.Fire Department Review ~ ~ ~ ----l.L._Planning Issues St.t.P / ~·11-' ... ()e,~-t. ~Valuation Determination/Fees ~Subdivision Plat Notes L Red Line Plans/Stamps/Sticker /Attach Conditions --\,..L._Application Signed ~Plan Reviewer To Sign Application _barcel/ScheduleNo. ~ e;:g\[ --.!.L4 o# Snow load Letter-Manf. Hms. "'? ----""'~-Soils Report GENERAL NOTES: GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. I Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IBC, IPC, IMC and IFGC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: I. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes X 2. Does the site plan when applicable include the location of the !.S.O.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes x No 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_x_ 4. Is the !.S.O.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? 2 Yes X No Not necessary for this project __ _ 5. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes x No Not necessary for this project. __ _ 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes__x__ No Not necessary for this project __ 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes X No__ Not necessary for this project __ 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes_x_ No Not necessary for project __ 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes_x__ No__ Not necessary for this project __ I 0. Do the plans include design loads as required under the IBC or IRC for roof snow loads, (a minimum of 40 pounds per square foot in Garfield County)? Yes_x_ No Not necessary for this project __ II. Do the plans include design loads as required for floor loads under the IBC or IRC? Yes X No Not necessary for this project __ 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes X No Not necessary for this project __ 13. Is the wind speed and exposure design included in the plan? Yes X No Not necessary for this project __ 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes_x_ No__ Not necessary for this project __ 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes -X-No__ Not necessary for this project __ 3 16. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Check applicable zone district for building height maximum) Yes~x-No~_ Not necessary for this project __ 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes No Not necessary for this project_x_ 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? Yes No Not necessary for this project_X_ 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IBC or!RC? Yes X No Not necessary for this project __ 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes~x-No__ Not necessary for this project __ 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No Not necessary for this project_X_ 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes X No Not necessary for this project~-- 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes~x-No Not necessary for this project~-- 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes No Not necessary for this project_X __ 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes~x-No Not necessary for this project __ 4 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes_X_ No Not necessary for this project __ 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project_x __ 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes_x_ No 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes_x_ No Not necessary for this project __ 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes X No 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For comer lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes No. __ _ 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes_x_ No __ 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yes X No 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes_x__ No __ 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Codes? Yes_x__ No 5 36. 37. 38. 39. 40. 41. 42. 43. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30 a.m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes X No ---- Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. *Per Jake Mall on 11/15/07: Existing Yes X No access permit in place. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes X No ----- Are you aware, that on the front of the building permit application you will need to fill in the Parcell Schedule Number for the lot you are applying for this pennit on prior to submittal of the building pe1mit application? Your attention in this is appreciated. Yes X No ___ _ Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes X No (Please check with the building department about this requirement) Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building pennit that you will be required to obtain a grading pennit? Yes ___LX...__ __ _ *Pre-existing pad location:Surface construction completed via approved COGCC APD. Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than I 0 persons as per Section 1004 of the IBC to prepare the plans and specifications for the project. Yes No Not Necessary for this project ------ owledge that I have read, understand, and answered these questions to y ability. 11-15-07 6 Signature Date Phone:303. 606.4357 (days); 303.916.8042 (evenings) ProjectName:Temporary Living & Storage Facility Project Address: SE/ 4 of Section 3: T5S-R97W Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomrn October 2006 7 ~ar. 14. lUUD II :u~All September 14, 2006 Mr. Mll'k Bean Director Garfield County Buildinalllld PlllllliDa~ t oa 8111 Strat, 4"' Floor Qlenwood Springs, CO 8160 I Dear Mt. Beall, nv. ftJ>I '· ' By fhle leU« Williams Production RMT Co. authori7.es PVCMI· Land Platu!ing Division 10 reprCSCDt us in 111\Y and all matters related to a Garfield Collllty special WJe pennit for a Tempot'lley Housing and S10rage Facility, lbillncludee lhe preparation and submilsion of documents usociated with tbis process 111\d representation of tbiJ application befon~ the applicable appointed and elected boards. SiDeercly, ~.z.~ Dean~ Director, Plceanee HlsJ!.Ianda And Team Williems Produccioo RMT Co. July 12, 2006 Chevron U.S.A. Inc. 11111 South Wilcrest Houston, TX 77099-431 0 Attention : Mr. Lee W . .Parker Re: \Veil Names Location of\Vells + EXPLORATION 8c PRODUCfJON Willlaom Production Rl-·IT C o mplll}' Tow er 3. Suite 1000 151 5 Arapahoe Srrw Denver, CO 80202 3031572-3900 main 303/629·8281 fax Chevron TR 33-3-597 1806' FSL and 2490' FEL and located in the N\V/4SE/4 of Section 3, Township 5 South, Range 97 West, 611' P.M. Chevron TR 23-3-597 I 780' FSL and 2494' FEL and located in the NW/4SE/4 of Section 3, Township 5 South, Range 97 West, 6'1' P.M. Chevron TR 423-3-597 17 76' FSL and 2512' FEL and located in the NW/4SE/4 of Section 3, Township 5 South, Range 97 West, 611' P .M. Chevron TR 24 -3-597 1764' FSL and 252 I' FEL and located in the NW/4SE/4 of Section 3. Township~ South , Range 97 West , 6111 P.M. · . Chevron TR 424-3-597 1770' FSL and 2517' FEL and located in the NW/4SE/4 of Section 3, Town ship 5 South, Range 97 West, 61h P.M. Chevron TR 534-3-597 1782 ' FSL and 2508' FEL and located in the NW/4SE/4 of Section 3, Township 5 South, Range 97 West, 6'h P.M. Chevron TR 34 -3-597 1788' FSL and 2503' FEL and located in the l\'W /4SE/4 of Section 3, Towns hip 5 South, Range 97 West, 6111 P.M. Chevron TR 533-3-597 1794 ' FSL and 2499' FEL and located in the NW/4SE/4 of Section 3, Township 5 South, Range 97 West, 61J P.M. Dear Mr. Parker: Please execute below to acknowledge the following: • Chevron U.S .A. Inc. is the surface owner of the referenced well/drilling pad locations and hereinafter is referred to as .Surface Owner. • Williams Production IUv1T Company ("Williams") and Surface Owner have reviewed the referenced locations and related access ro ads . • Williams and Surface Owner have entered into a Surface Use Agreement which describes the referenced wells and approves the specific location for the drilling and completion operations. Attached to the agreement are plats showing the specific locations of the wells. Chevron U.S.A. Inc. July 12, 2006 Page 2 of2 tAn•z~ rriiJiams. ~ • Chevron U.S.A.lnc. hereby waives the thirty (30) day notification requirement of the Colorado Oil and Gas Conservation Conunission Rule 305 for the above wells. Yours truly, Williams Production RMT Company Surface Owner Chevron U.S.A. Inc. Date __ _!7+,G_J_/ ,r1~->/.._,..o"'Q"'C.'----- 1111 Wlt\r1.~M.MH.N!,.N!f.~W.M'r'lt!~ lr~.~·y IIIII Reception«: 751860 07/08/2008 01 :55 :57 P" Joon Alber i co 1 ol 1 Re o Foo :$0 ,00 Doc Fee :0 .00 GARF IEL D COUNTY CO SPECIAL USE PERMIT for 011e uTemporary Employee Housing" Facility Operated By Petroleum Development Company located 10 miles northwest of the Town of Parachute within a Property Owned By Puckett Land Company, Garfield County Parcel Number: 2411-013-00-001 In accordance with and pursuant to the provisions of the Garfield County Zoning Resolution of 1978, as amended, and Resolution No. 200 a -~ of the Board of County Commissioners of Garfield County, State of Colorado, hereby authorizes, by Special Use Permit, the following activity: TEMPORARY EMPLOYEE HOUSING The Special Use Pennit 1s issued subject to the conditions set forth in the above-mentioned resolution, and shall be valid only during compliance with such conditions and other applicable provisions of the Garfield County Zoning Resolution, Subdivision Regulations, Building Code, and other re lations of the Board of County Commissioners of Garfield County, Colorado. ATTEST: II II WA. frt,r,MNU .~U'ill.~r'*lNf\'rt'lllr~ ~·~ IIIII Recepllon~: 751859 07/08/2008 01 :55 :57 PM Jean Alberi co 1 of 6 Rae Fee :$0 .00 Ooc Fee :0 .00 GARF I ELD COUIHY CO STATEOFCOLORADO ) )ss County of Garfield ) At a regular meeting of the Board of County Commissioners for Garfield County, Colorado, held in the Commissioners' Meeting Room, Garfield County Courthouse, in Glenwood Springs on, Monday, the 16th day of June A.D. 2008, th ere were present: ,_,Jo=hn=-:.M=artm=·,_.__ __________ _. Commissioner Chainnan =<Lan:y!:!U.'-'M~c~C-"'-own!.!..!!.. __________ _,, Commissioner ~T....,re~si._,H'-"o....,u~p~t ..l,;(A~bs""e"""nt);J.) ________ _,, Commissioner _,C,aro~lyn~Do<.::ahl~gr...,e"'"n._ _________ ,, Deputy County Attorney "-'Jean=..!..Al.,._be><=ri'-"'co,__ ___________ , Clerk of the Board =Ed_,.__,.GrO.<.;e"'-"e=n _____________ , County Manager when the following proceedings, among others were had and done, to-wit: RESOLUTION NO. 2008-83 A RESOLUTION CONCERNED WITH THE APPROVAL OF A SPECIAL USE PERMIT REQUEST FOR 1 "TEMPORARY EMPLOYEE HOUSING" FACILITY OPERA TED BY PETROLEUM DEVELOPMENT COMPANY LOCATED APPROXIMATELY 10M~ NORTH OF THE TOWN OF PARACHUTE AND WITIDN A PROPERTY OWNED BY PUCKETT LAND COMPANY, GARFIELD COUNTY PARCEL NO 2411-013-00-001 WHEREAS, the Board of County Commissioners of Garfield County, Colorado, received a Special Use Permit request for 1 "Temporary Employee Housing" facility located approximately I 0 miles north of the Town of Parachute and within a property owned by Puckett Land Company, Garfield County; and WHEREAS, the Temporary Employee Housing facilities are to be located at 1 location within the approximately 5,000-acre property owned by Puckett Land Company located on a private road beyond Garden Gulch Road east of CR 215 and north of Parachute, CO; and WHERERAS, the subject property is located in the Plateau sub-zone of the Resource Lands zone district where such use is permitted as a Special Use; and WHEREAS, the Board of County Commissioners opened a public hearing on the 161h day of June , 2008 upon the question of whether the above-described SUP should be granted or denied, 1111 WP"'. Jll.i.~IIIMH ,Nr,~U~~!Iv.r>l\>.'~~ 11/V,~·~ IIIII ReeeptionN: 751859 07/08/2008 01:55:57 PM Je•n Alberico 2 of 6 Reo Fee:$12!.00 Doc Fee:0.00 GJ:lRFJELD COUNTY CO during which hearing the public and interested persons were given the opportunity to express their opinions regarding the issuance of said SUP; and WHEREAS, the Board of County Commissioners closed the public hearing on the 16m day of June, 2008 to make a fmal decision; and WHEREAS, the Board on the basis of substantial competent evidence produced at the aforementioned hearing, has made the following determination of fact as listed below: I. 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 Special Use (Sections 5:03 and 5.02.21) the Garfield County Zoning Resolution of 1978, as amended. NOW THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Garfield County, Colorado, that a Special Use Permit for I "Temporary Employee Housing" facility located north of the Town of Parachute and within a property owned by Puckett Land Company, Garfield County, is hereby approved subject to compliance with all of the following specific conditions: I. 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 offacility. 3. Emissions of smoke and particulate matter: every use shall be operated so as to comply with all Federal, State and County air quality laws, regulations and standards. 4. Emission of heat, glare, radiation and fumes: every use shall be so operated that it does not emit heat, glare, radiation or fumes which substantially interfere with the existing use of adjoining property or which constitutes a public nuisance or hazard. Flaring of gases, aircraft warning signals, reflective painting of storage tanks, or other such operations which may be required by law as safety or air pollution control measures shall be exempted from this 2 1111 ~\1\ rt~MHH ,HI, ,litll,l-lfi~~M :1~ ,l*iJ,~'Y IIIII Racaptlon": 751859 07/08/2009 01 :55 :57 PM Jean ~lborl co 3 of 6 Rec Fee :$0 .00 Doc Fee :0 .00 G~RF IELO COUNTY CO provision. 5. Water pollution: in a case in which potential hazards exist, it shall be necessary to install safeguards designed to comply with the Regulations of the Environmental Protection Agency before operation of the facility may begin. All percolation tests or ground water resource tests as may be required by local or State Health Officers must be met before operation of the facility may begin. 6. All Special Use Permits for Temporary Employee Housing are subject to all applicable building code, state and federal permit requirements, fire protection district requirements and ftre code requirements. Water and wastewater systems proposed to service Temporary Employee Hous ing must comply with all applicable state and local laws and regulations. 8. Applicants must keep appropriate records, to be provided to the County upon request to demonstrate that water supplied to a site is from an approved source and that wastewater is disposed at an approved facility. For facility serving twenty-four (24) people or less, the operator must conduct monthly tests (or quarterly if an on-site disinfection system is installed) and maintain records of stored potable water samples specific for coli form . Any tests indicating coli form contamination must be disclosed to the Garfield County Board of Health or designee. 9. In no case shall unsafe water be used for drinking nor shall raw sewage or contaminated water be discharged on the ground surface. 10 . The maximum allowable time length of the Special Use Permit for Temporary Employee Housing is one (1) year; however, no single Temporary Employee Housing facility allowed under this Special Use Permit shall be onsite for more than a cumulative of one year. For good cause shown, the permit may be renewed annually in a public meeting with notice by agenda only. Annual renewal review shall be based on the standards herein as well as all conditions of the permit. A permit may be revoked anytime through a public hearing called up by staff or the Board of County Commissioners. ll .lnhabitants of the temporary housing shall be applicant's employees, contractor's and/or subcontractors, working on the related construction or mineral extraction operation, and not dependents of employees, guests or other family members. 12 . Temporary employee housing site s shall be maintained in a clean, safe and sanitary condition, free of weeds and refuse. Any hazardous or noxious materials that must be stored on site for operational or security reasons must be managed in accordance with all applicable federal, state and local laws and regulations. 3 1111 ~FI.i.NkMII.~I .I\i~.l-ir(,rif'(l'f~'IH~ ~~·~ IIIII Reception~: 751&S9 . 07/08 /2008 01 :55 :57 PM Jean Albortco 4 o f 6 Rec Fe e :$0 .00 Doc Fe e :0 .00 GARFI EL D COUNTY CO 13 . Fire Protection General Requirements: Provisions shall be made for giving alann in cas e of fire. It shall be the responsibility of the dul y authorized attendant or caretaker to inform all employees about means for summoning fire apparatus , sheriffs office and resident emp loyees . All fires are subject to §307 ofthe 2003 lntell)ational Fire Code (IFC) including but not limited to permits, attendance, open frres , coal grills, frre bans and bon fires. One (1) or more approved extinguishers of a type suitable for flammable liquid or electrical frres (Class A, Class B and Class C), carbon dioxide or dry chemical, shall be located in an open station so that it will not be necessary to travel more than one hundred (1 00) feet to reach the nearest extinguisher. 14 . Outdoor food storage is prohibited unless facilities that prevent the attraction of animals to the temporary employee housing site are provided . 15 . The applicant shall provide a detailed map and GPS coordinates to the Garfield County Sheriff's Office and the relevant Fire Protection District which is sufficient for emergency response purposes, including location of the temporary employee housing site; private and public roadways acces sing the site, marked as open, gated and/or locked ; and detailed directions to the site from a major public right-of~way. The map is subject to approval by the Garfield County Sheriff's Office and relevant Fire Protection District. 16 . The appl icant shall notify the County when site de velopment begins for each facility. The applicant shall verify in writing, by site plan and through photo documentation that the site, water system, and sewage disposal system were designed, installed and inspected in accordance with the said special use permit and comply with all applicable regulat ions, permits, and condit ions . All written documentation and site plans verifying compliance must be stamped by a certified Colorado Engineer. The County also reserves the right to inspect a site, without notice, to assess compliance with the Special Use Permit for Temporary Employee Housing. A determination of noncompliance with any Special Us e Permit for Temporary Employee Housing , or condition approval thereof, is grounds for revocation or suspension of said permit, in accordance with Section §9 .01.06 . 17 . No animals shall be allowed at temporary employee housing sites . 8. The maximum number of occupants permitted under this Special Use Permit for Temporary Employee Housing is twenty-four (24) while using a vault and haul system. It may be increase to a maximum of 50 once the State approved ISDS has been installed . . Sewage systems shall to be installed and maintained in accordance with the Garfield County ISDS regulations with all pipes and connections water tight and lids kept securely in place at all times except during normal cleaning operations . · 20 . Wildlife-proof refuse containers must be provided for trash . At least one thirty (30) gallon ( 4 cubic yard) container shall be provided for each unit or the equivalent in a central trash 4 1111 ~flr.MNtl'fl,~L~r..,,M\'~''·I,~~~w 11111 Reception~: 7St859 07/08/2008 01 :55 :57 PM Jean Albe ri c o 5 o r 6 Rae Fee :SD .00 Doc Fee :0 .00 GARF I ELD COUN TY CO collection facility . Said container(s) must be durable, washable, non-absorbent metal or plastic with tight-fitting lids. Refuse shall be disposed of not less than once weekly. 21 . Each facility shaH have a minimum total capacity of 42,800 gallons of potable wat er storage which shall be refilled a minimum of every three days . . Each facility shall have a minimwn total capacity of 7,465 gallon septic tank with a 2,500 gallon holding tank which shall be emptied a minimum of every three days. 2 That this facility shall only be allowed to operate with a vault and haul system for sewage for no more than one year which also serves no more than a maximum of 24 employees. If a drinking water system and ISDS are approved by the Colorado Department of Public Health and Environment, the facil ity may operate up to a capacity of 50 employees for up to 10 years. The Applicant is required to present the proj ect to the Board of County Commissioners for annual approval each year. COUNTY BOARD OF RS, GARFIELD COUNTY, Upon motion duly made and seconded the for following vote: ~CO~M~MI"""S"'""S~IO~NE~R~C""'H""'AIR'-=._,J_,.,O.._.HN"-'--"'F ......... ..,_,MAR"'-=,_._T..,._IN_,__ ______ _,, Aye ~C~O'-'-'M~MI~SS~IO~NE~R~LA~RR~Y~L.~M=C=C=O~WN~--------~·Ay e .::::C=O=MMI=..,S=S..,IO=NE=R,._T.._.RE=S=I-"-'H=O""UP'-"-"T ___________ _,, Absent STATE OF COLORADO ) )ss County of Garfield ) 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 Pro ceeding of the Board of County Commissioners for said Garfield County, now in my office. 5 Ill\ wri. lll.i.MHI~ .1~1,\ltil,l-w.~r.llll.:~,~ \OW'.~·~ IIIII Reception#: 7518~9 07/08/2008 01 :55:57 PM Jean Rlberico 6 of e Rec Fae:$0.00 Doc Fee-:0 00 GRRFIELO COUNTY CO IN WITNESS WHEREOF, I have hereunto set my band 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 Trail Ridge Temporary Living & Storage Facility-Section 3: T5S-R97W Request for Special Use Permit Extension -: · ·.. -. Williiiris e . . *SUP Application : * ISDS Approval: -Resolution 2006-115 -Permit Number 4233 -Approved 12/04/06 -Approved 1 0/1 0/06 * Approved Building Permit for Cover All Structure -Permit Number 10148 -Approved 10/1 0/06 *Building Permit for Living Facility: -Installed but not currently occupied -Colorado Certified Structural Specifications received 6/5/07 -Application to State of Colorado Division of Housing 07/23/07 -Revised Colorado Certified Drawings received 9/06/07 -State of Colorado Division of Housing plans approved 10/23/07 -Living facility modifications : Complete -Including fire suppression system ?. ·~,. STAlE OF OOl.ORAOO OMSfON OF HOOStNG OCT 2 3 ·o-t® PlANS APPROVED SUBJEC110 FIELD INSPECTI ON CDH plan approval stamp, as submitted with Garfield County Building Permit Application. -Final approved Colorado Department of Housing drawings received by Williams 11/12/07 -Garfield County Building Permit Application Submitted 11/15/07 -State and County inspections need to be scheduled * Recommend Extension to SUP with Cond itions of approval to include: -Building Permit Required Prior to Occupancy * The use of this facility has proved to be imperative to the health , welfare, and safety of numerous workers in the area. ~ 2007 The Williams Companies. Inc. All rights reserved. FW: Williams Production Camp Page 1 of3 Dave Mead From: Phil Vaughan [phil@pvcmi.com] Sent: Tuesday, January 13, 2009 6:42 AM To: Dave Mead Cc: 'Ken Wagg'; 'Jack Moberly'; Lisa Dee Subject: Final Inspection-Garfield County Permit 10809-Trail Ridge Man Camp David, Thanks for taking time to speak yesterday . We discussed th e following 3 items that will need to be addressed: 1. Fire Inspection by Dean Smith with the Colorado Divi sion of Fire Safety . Please find below a confirmation email dated 1/24/08 confirming that the final inspection and approval was conducted on 12/13/07 by Dean Smith . 2. Inspection of the tie-down system. As we had discussed, the unit skids have been welded together as per a revised Oddo Engineering drawing . You had noted that it was not possible to inspect this welding because the snow was too deep. Ken Wagg with PTI/Travco is checking on this to verify the snow conditions and if the snow can be cleared to accommodate this inspection either by Garfield County or Oddo Engineering . 3. A single 12" stair riser at each of the entries . This riser height needs to be changed to 7". I will stay in touch regarding the resolution of items 2 and 3 above. Thanks again for your assistance and have a great day. Sincerely, Phil Va ughan Phil Vaughan Construction Manageme nt, Inc . 10 38 County Road 323 Rifle, CO 81650 970-625-53 50 -----Original Message ----- From: Dean W. Smith <pcw@acsol.net> To: Ken Wagg Sent: Thu Jan 24 14:45:29 2008 Subject: RE: Williams Production Camp COLORADO DIVISION OF FIRE SAFETY FIRE PROTECTION SYSTEM ON SITE INSPECTION 1126/2009 FW: Williams Production Camp To: Ken Wagg PT I Remote Site Services USA, fNC. Pinedale, WY 82941 Re: Meeker area, Williams Energy Man Ca mp , Piceance Creek Road, Rio Blanco, CO The final in s pection was conducted on December 13, 2007. The fire protection system was inspected and approved. It was installed by Western States Fire Protection. The riser is located ou tside the bui lding. Pump s and water storage tank s are located in a separate modular. Lines were tested at 200 p.s.i. and should be rete s ted after each move of th e units at 200 p.s.i. for two hour s. Pump operates at 50 p.s.i. System demand is 60.69 gp m @ 30.32 p.s.i. There are two water storage tanks holding 5,200 gallons of water. Water requirement for thi s sys tem is 4,830 ga ll ons. TI1is fire suppre ssion syste m is approved. December 13, 2007 Dean W. Sm ith Co lorado Division of Fire Safety Cert ified In spector #9 1-1 -----Original Me ssage----- From: Ken Wa gg [mailto :KWagg@PTIGroup .co m] Sent: Wed nesday, January 23, 2008 2 :28 PM To: pcw@acso l.n et Subject: William s Production Camp Hi Dean, thank you for taking the time to discus s the sign off for the Spr ink ler an d Fire Ala rm System we had install ed in our Camp leased to Williams Production. As mentioned our cl ient is looking for some documention or letter stating the camp as inspected and we conform to a ll state fire codes . I understand the State does not issue a certificate ut you would be wi llin g to advise me in writing (email) thsat we are in compliance. Again I want to thank you for yo ur suport regarding thi s matter. Sincerely, Ken Wagg Sr. Project Manager 1/26/2009 Page 2 of3 FW: Williams Production Camp PTI Remote Site Services USA, Inc Dirre ct 780.485.8595 Ce ll 780. 904.8595 kwagg@ptigroup.com <mailto:kwagg@R!igi'Ql!j:J .com > 1126/2 009 Page 3 of3 Page 1 of2 Jeff Kehr From: Jeff Kehr Sent: Tuesday, January 22, 2008 5:33 PM To: 'Opp, Tracy {E&P)' Subject: RE: Williams/Chevron Trail Ridge Temporary Living Facility: Section 3: T5S-R97W Tracy, I received the email, however the electrical report is a list of violations not an approval and the fire is only for the alarm we will also need a copy of the sprinkler inspection. Please let me know when the electrical corrections will be complete and whether a sprinkler inspection was performed Thanks Jeff From: Opp, Tracy (E&P) [mailto:Tracy.Opp@Williams.com] Sent: Tuesday, January 22, 2008 4:05 PM To: Jeff Kehr Subject: RE: Williams/Chevron Trail Ridge Temporary Living Facility: Section 3: TSS·R97W Jeff per our conversation, see attached. Tracy From: Jeff Kehr [mailto:jkehr@garfield-county.com] Sent: Tuesday, January 22, 2008 2:39 PM To: Opp, Tracy (E&P) Subject: RE: Williams/Chevron Trail Ridge Temporary Living Facility: Section 3: TSS-R97W I am waiting for a confirmation from the engineer on the tie down detail. I spoke with Jim about this at the time of the inspection. There are a couple things installed differently than the plan. I need either a revision from the engineer or for the work to be completed according to the plans. If you want to call me I can go over the details with you Thanks Jeff Kehr Plans Examiner Garfield County Building and Planning From: Opp, Tracy (E&P) [mailto:Tracy.Opp@Williams.com] Sent: Tuesday, January 22, 2008 8:43 AM To: Jeff Kehr Subject: Williams/Chevron Trail Ridge Temporary Living Facility: Section 3: T5S·R97W Hey Jeff: Just following-up on the CO for the TR Camp. To the best of my knowledge, all inspections have been completed. Please let me know if there are any outstanding issues that need to be resolved. Thanks, Tracy Opp Asset Team Project Aoalyst · E&P Williams Production RMT Co. 1515 Arapahoe St. Tower III, Ste. 1000 2/20/2008 Page 1 of 1 Jeff Kehr From: Jeff Kehr Sent: Thursday, January 03, 2008 3:52 PM To: 'Opp, Tracy (E&P)' Subject: RE: Trail Ridge Building Permit Tracey, Trail Ridge is ready to go, the balance due is 846.80. Cathi called and left a message with someone on the 261h Thanks Jeff Kehr Plans Examiner Garfield County Building and Planning From: Opp, Tracy (E&P) [mailto:Tracy.Opp@Williams.com] Sent: Thursday, January 03, 2008 11:01 AM To: Jeff Kehr Subject: Trail Ridge Building Permit Hi Jeff, Do we have a signature on the Trail Ridge Building Permit? (Chevron/Williams/PTI: Sect. 3: T5N-R97W) Update: -Commissioning rig, would like to have camp operational on the 1 olh of Jan. for inspection. Jim Jackson, along with PTI reps will schedule final date and accompany the inspection. -An electrical inspection is scheduled for tomorrow on this one. -Retail Food Permit should be on location. If I'm missing anything, please let me know. Tracy Opp Asset Team Project Analyst -E&P Williams Production RMT Co. 1515 Arapahoe St. Tower III, Ste. 1000 Denver, Co 80202 Office Ph: 303.606.4357 Cell Ph: 303.916.8042 2/20/2008 WILLIAMS PRODUCTION RMT CO. TRAILRIDGE TEMPORARY HOUSING Structural Design Calculations Prepared by Landon Anderson, P.E. Oddo Engineering, Inc. Project No. 2620-01 June 5, 2007 7l0 COOPER AVENUE, SUITE 200. GLENWOOD SPRINGS, COLORADO 81601 . (970) 945-1006. FAX 945-2977 TABLE OF CONTENTS Page No. Gravity Loading Sand Beam Design 2-4 Roof Rafter Design 5-6 Floor Joist Design 7-20 Wind Loading 21 Holdown Design 22 Foundation Design 23 APPENDIX Skid Loading A-1 ODDO ENGINEERING, INC. 710 Cooper Avenue. Suite 200 Glenwood Springs. CO 81601 (970) 945·1 006 Fax 945·2977 Job Title M-.4/i./ C4rv;.">$ Job No. "'~ "0 • 0 1 by I-I &of date I· 8 •0 7 ck'd by date ___ _ Subject pr-7: f,_;/.>0..!/.4,& ;-page of----- ' . ' . ..... ............. ........ , ....... , ..................... ··<J?···· : po»f ~rJ?v-/ t,.o/',/J"' 1 e ?' f""~=' .• -'11\" ~~~:7, .>-~ ·: . . ..... ' .. " .. "l' ..... ; .. ; . '.' ........ '. ·-.~~<J/'1< .. I:J~~~ .• '-.~:"'~. -:. )fd. !!" ..... '~ .. . C't~~.-:~ ~-...... -... ,. . ~cf ~f ~fJo$1 • ' , r""":'""...,._,.;-.....;....,.,.,.__,_..4.! . ·•· . ·•·r···,·· ..•... T: .·r· ··~.-..•.. • ....•. ·.··.·.:.-.-." .• ~.··. ···:.•' .v. .... ~~ ... ··~·'·:.• ."" ... ~ •. : .. ~ .. ~·· "f"tP r;>~,f '4 ........ _ ........ : ... ~ ..... : ... : ... ~. t~l' ............. _. ..... ; ... , :/ ... / . !: I ...•.. II' .. ; ... ; ... :·········:· '''· · · · · · · · · • i · •I • • ; ~c ~f3 ') :tL£~.'.1~ ., •.• ~<> ·····>···> .; .... _ ... ; ... , ... _. .. , .. <· .. ·> ..• -.• ·: .. ' ; ... ;_ .. ; ... ; . ' :-... : ... ·:· .. ·:·. ··> .. ·:0 .; ... , .. ; ... ; .. ·:····:··· :····:· ···.····.··· ;·· .: .... ;. . :. .. :-... ~'( t;J$p"'-fT•?d , . !>xC;j:.ih.Q!'i . Gt(;<o ~~S • Gi¥v-'4R~l ,._ '·. ' .. ··'-.. -.. , .. -... -g.· a' 'f.'4 '""' · • • ·A," ·P.;: "'• • :,..;s-1!> • ,..,.,7.:>.,_ ~--... / ·:" -~ ·:·~-,.;.'F,~~~~---~r--~-·: ···:-.. ·--~-~-- ' ' ' . ... •(··· li>~3 ''). ; • -......• ;);. G I" 0 .,... '" p;.:r:) -~: . ( t-~~-U .(. f!< + .( s f"~F) ... :~ .... -:,-.,4., .u; tr., r .... j . . • . ) • • • • • . . ·• ~;i'{ 79 r,,t-i ··········~-·····~···· • • • •_.;;_ .$.... ·.". • • ~ t.J:>. j c; .. :',1....: :· ,.,:,e,q,...., ->. ,__ .: ···' ' :o·.~r:-1: ':':i": .. ,.F:'>~ .. R ;~ ·' ~.'::' . ~.r .. -;'!F;...<.~ . $~.4\11:;5:' ... .· ......... -.. ·>·······-··· . . .. :.. ..: ... :. "/'.· .. , ... , ... , .......................................... . vaa fSF &J Co. ; . ·)· .. . • • :.~'·'""-' ;.UcVf<.'~'.v',i,;.~'(. ·. ' . . . . . MAN CAMPS 2620-01 Title: Dsgnr: Description : Scope: Job# Date: 3:36PM, 8 JAN 07 Rev: 580003 us,..r: K'l>f·Of.05963, \fer 5.e.o. !·DE'c-2003 (c)136H003 ENERCALC Enginoe-erirtg Softw~re Mufti .. Span Steel Beam ertcanamancamp.ec~~a7c~lations " -~ 'tll-.. .ll!. . ...,_ . ··.,;:;~·~~;-.;,~-;:,-.-,-,,.~==~• "'-Ci"-...L~-"'-c' ' "-"' J<;>'.~"-..;.;, •• ,;,.,;!~_:_.:"-'=·"~-'-'-•"--"'~<>.0-'0',-'.!...c ~"--'-'-'.""-·:..:..;!-=.-....:•.'"""·-~~-=-o.>l~...:~;u;:...,_;_..,;.. · · Description SKID BEAMS Spans Considered Continuous Over Supports I Span Information ~~~:~rjl;rj~~-lohfr·*"W"E #f·r '· -~ rb~~:~ ~ · •Ea:;_~o • -~--~~~~~-- Steel Section j' End Fixity Unbraced Length ft 1 I Loads W12X26 Pin-Pin 17.00 W12X26 Pin-Pin 17.00 Lf~Lo:Fu::ctfhi;Sp~~~1tfk.ib --~~---Hvu:;-""' • -~~~d--~y;;·' Dead Load kift 0. 756 0. 756 Live Load k/ft o. 120 0.120 ,_ ____________ _J ____________________________________________ __ Results -:In -• ~-!to Mmax@ Cntr k-ft @X= ft Max@ Left End k-ft Max@ Right End k-ft fb: Actual psi I Fb : Allowable pst fv: Actual psi Fv : Allowable psi Reactions & Deflections Shear@ Left ~I Sheer@ Right Reactions .. DL@ Left k LL@ Left k Total@ Left k DL@ Right k LL@ Right k Total@ Right k Max. Deflection in @X= ft Span/Deflection Ratio Query Values 17.80 6.35 0.00 -31.65 11,373.8 12,085.0 Bending OK 3,311.6 20,000.0 Shear OK 5.58 9.31 4.62 0.76 5.58 16.06 2.55 18.61 -0.116 7.14 1,762.8 . 17.80 10.65 -31.65 0.00 11,373.8 12,085.0 Bending OK 3,311.6 20,000.0 Shear OK 16.06 2.55 16.61 4.82 0.76 5.58 -0.116 9.66 1 '762.8 ----- ,_ . Location Shear Moment ,...:;,,~.-;.',·(· .,~-"··" .·-· · ~ ---·-· .• c.o..L.ill·."'--=..._ •• o.:,~~•-·~'-'-'~:,:.:,.n..·~·.o.--.~'-""''' !-.1....._,,_,_,_..:"'---:-':.o.<.;..: ... .>..,., -'-• ''"-'"•'·'-'~•-"'-"':;JL . .;...:.c ·'·'·"'~-~---"<=•"-'-'-•.d"'-~.!';.."...,"-"-·""~"'-"•"'"'il·,t< ft 7.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 k 1.17 9.31 0.00 k-ft 17.02 -31.65 0.00 Max. Deflection in -0.1150 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ODDO ENGINEERING, INC. 710 Cooper Avenue. Suite 200 Glenwood Springs. CO 81601 (970) 945·1 006 fax 945-2977 Job Title t-:. ·-i • ~/ r,; .. ~ t/-::-Job No. ----~- by 1-~4 date f, ~ ·· 0 ) ck"d by date ___ _ Subject/'""c("'J;~ fr<~,[; v.~~-l~ J" page of ____ _ : r: b' Lt..'( r ~~ i: .. .:..._J-u 1--t' . .:;;.~b 1 ·,. ~"-, " . --~ t ,r As ~ :r----~;..~:t. ... .-. c.-_ .. .:~ ' _6_l ~ ... J.~l-~.r.· ............ . _( {,_; i-" < _j '. ,i;.; ......... £ .. -.. <'.' ..• 0:.. . ' " "'' ' ' .. ,..,.. '"'..... ' .... :.«./\.I.,;;J~ .• ,~ .... " ...... ·-··-f-····1·--· MAN CAMPS 2620-01 A~v: 580003 Use-r: K'W-0805'3$3, \l€r 5.8.0. 1-D~e-2003 (e)1Se3-2003 ENERCALC EngiMering Softw~re • •• < ~·- Description SKID BEAMS Title: Dsgnr: Description : Scope : Multi-Span Steel Beam Job# Date: 2:40PM, 4 JUN 07 Page 1 ',, enc~n<c man camp.~cw:Calcl!lations j I General Information Code Ref: AISC 9th ASD, 1997 usc. 2003 IBC, 2003 NFPA 5000 ilititJii:WZ '-'·'!J! ; • §LGi'E!iillY:U&&.d!L'it!&l.'fi.tm~u;:, =":""":'~~=~":""""""""'""'~"""""'""~ffi3""'""'~"""""'""""'""'""'""'""';,;,;;;,j! Fy-Yield Stress 50.00 ksi Load Duration Factor 1.00 Spans Considered Continuous Over Supports I Span Information --~-----------~· ~ fill!t'iiH!i•&· ;. #i$iid< !if· Wi M~,..'h.t.ti.ff,,:CBtio. :.:.i'i£-'il!.UI!J<;!::K?Z$.4;!!;~~.-0SJ;;Um;;Lcil.!&.'dl'M!.~hld:. --"';;,,,:U!.r...:~ -, • · 'L·I.'-"'>-"'!;..,_-,-:>::Mdil:OS!ib;;:M';,Jii::Jl,I.G.'.c:o;:;\¥-JT~~-di!OID=-·~1Uii:Miiiii!>'0'iciJA':Z1J Description ' Span ft 17.00 17.00 Steel Section Wl2X26 W12X26 End Fixity Pin-Pin Pin-Pin Unbraced Length ft 14.00 14.00 Dead Load klft Live Load klft I Results Mmax@ Cntr k-ft @X= ft Max@ Left End k-ft Max@ Right End k-ft fb: Actual psi Fb : Allowable psi tv: Actual psi Fv : Allowable psi I Reactions & Deflections Shear@ Left k Shear@ Right k Reactions ... DL@ Left k LL@ Left k Total@ Left k DL@ Right k LL@ Right k Total @ Right k 0.756 0.264 20.73 6.35 0.00 -36.85 13,243.4 17,744.6 Bending OK 3,855.9 20,000.0 Shear OK 6.50 10.84 4.82 1.68 6.50 16.06 5.61 21.67 0.756 0.264 20.73 10.65 -36.85 0.00 13,243.4 17,744.6 Bending OK 3,855.9 20,000.0 Shear OK 16.06 5.61 21.67 4.82 1.68 6.50 Max. Deflection in -0.135 -0.135 @X= ft 7.14 9.86 Span/Deflection Ratio 1,513.9 1,513.9 ~,!2'tl,~S>.,r,t3'! <'il"P"S'~llm.,..,_,.,.,_wJ I ~~;ry Y.al.ue:., .• _.;tt,.x;; '~timw.s:wuw~xmi.iilicliJ:m>,W<t:.r:Lc'*""'r.wm,;ml.\\jm!\~-~iF..i,L,.¢.!...,~iti ... mumrmnn~~"m:rnrux;::oM<a'!Enn::J Location ftl 7.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Shear k 1.36 10.84 0.00 0.00 0.00 0.00 0.00 0.00 Moment k-ft 19.82 -36.85 0.00 0.00 0.00 0.00 0.00 0.00 Max. Deflection in 1 -0.1339 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 MAN CAMPS 2620-01 Title; Dsgnr: Description : Scope: Job# Date: 4:02PM, 8 JAN 07 A~v: 580000 us~r: KV-OS05S53, v~r 5.8.0, HJ~c-2003 (o)!$83-2003 ENERCALC Engin~ering Softw~r~ General Timber Beam Page t ; ~ncona mar. o::-.amp.~ow:Calculations . . .. ;..-~- Description TYP. ROOF RAFTER -------·-:=::--:-::-:-:-:-·c:------cc- 1 General Information Code Ref: 1997 NDS, 20031BC, 2003 NFPA 5000. Base allowables are user defined 1 s;~--~~:a3h:l! -.. A-l.5.::·;mb,.:..,.I=-'-"'~-"·-"~""'=·,>;;,;;.~_o-~'-E;"'"·,::.,;: :~3::,:·....:='-'·'-··,!.· -·-'"'-·""' •.. """ .... ''--'-''"-' _.:<-IL-.'r.;: '"-~-'";--~-'··' ----·,_,_,,._,.,,. ,z. ••. ,_,~~,._.:.:.:..:..::· .-··.t.:~"""--""'..0'..'--<;.;.r..·..,; . .£ Section Name 2x12 Beam Width Beam Depth Member Type Bm Wt Added lo Loads Load Our. Factor 1.500 in 11.250in Sawn Center Span Left Cantilever Right Cantilever 11.83ft ft ft Spruce -Pine -Fir (South), No.2 Fb Base Allow 775.0 psi Fv Allow 135.0 psi .Lu .. Lu ..... Lu 0.00 ft 0.00 ft 0.00 ft Beam End Fixity Wood Density 1.150 Pin·Pin 35.000pcf Fe Allow 335.0 psi Repetitive Member E t,tOO.Oksi ~ Summary ~~ ·.~: . .JJI Span= 11.83ft, Beam Width = 1.500in x Depth = 11.25in, Ends are Pin-Pin Max Stress Ratio 0.972 : 1 Maximum Moment Allowable Max. Positive Moment Max. Negative Moment 2.6 k·ft 2.7 k-ft Maximum Shear • 1.5 Allowable Max@ Left Support Max@ Righi Support Max. Mallow fb 995.87 psi Fb 1 ,024.94 psi I Deflections 2.63 k-ft 0.00 k-ft 0.00 k·ft 0.00 k·ft 2.70 fv Fv at at 66.92 psi 155.25 psi 5.915 ft 11.830 ft Reactions .. Left DL Right DL Shear: Camber: 0.81 k 0.81 k •=•-' --... "--"',o;'--'""'fotal Load .. ·.-·" -c."·" -~'L~ftCantileve~:.·:=·--'~ '"' Center Span... Dead Load Deflection -0.309 in ~0.338 in Deflection ... Location 5.915 ft 5.915 ft ... Length/Dell ... Length/Deft 460.0 420.18 Right Cantilever ... Camber (using 1.5 • D.L. Dell) ... Deflection @ Center 0.463 in ... Length/Dell @Left 0.000 in @Right 0.000 in @Left @Righi @Left @Center @Right Max Max 0.000 in 0.0 0.000 in 0.0 Beam Design OK 1.1 k 2.6 k 0.89k 0.89k O.OOOin 0.463in O.OOOin 0.89k 0.89k 'Yoi~t Load 0.000 in 0.0 0.000 in 0.0 @ """'·'-"-~-,._~ I ~~;:? ~~~.ilit~-jli~_[>·Ji;~---~--.-.,-,,~-~--!!'i!!::-. -•• -.. -. ---.~-"-'-",;.------=---~--, .• -.-_ _..-'-'-' -----..:c--~-:,__-•. -".:,-::;::----. --;,_;,_ ·-:;QU~•"'-'-''.,_.;_:il·;o:w.;.._;;:,,,,,:--"-'~''"·'-"--\--: vOC·c.OC~~"'"''"' "'' -~· · ·'F.J Bending Analysis Ck 28.492 Le 0.000 ft Cf 1.000 Rb 0.000 Max Moment @Center 2.63 k·ft @ Left Support 0.00 k-ft @ Righi Support 0.00 k·ft Shear Analysis @ Left Support Design Shear 1.13 k Area Required 7.274 in2 Fv: Allowable 155.25 psi Bearing @Supports Max. Left Reaction 0.89 k Max. Right Reaction 0.89 k Sxx 31.641 in3 Cl 0.000 Sxx Req'd 30.74 ln3 0.00 in3 0.00 in3 @Righi Support 1.13 k 7.274 in2 155.25 psi Bearing Length Req'd Bearing Length Req'd Area 16.875 in2 Allowable fb 1,024.94 psi 1,024.94 psi 1,024.94 psi 1.767 in 1.767 in MAN CAMPS 2620·01 Title: Dsgnr: Description : Scope: Job# Date: 4:02PM, 8 JAN 07 R~Y: 580000 usE'r:K~t-osos3s3.VE-r5.s.o.1-oE'~-2oo3 General Timber Beam Page 2 ~ [c)lS83-2003 ETIJERCALC Engineering Software enc~n<> man camp.eclv:C.aiculations ~ -~--~=,_., • · ,, "• =-'-"L~~"·--"'"~ i.-.o~;;:-.:~"-'-'-'...c:o •.• _:;:.:-..:.·J:;:~-o,;._~.,;~..,_-.,.:.;,;x,~c.l.;._::c·;.:_:_o;·~-.-~;~;,-,_;;_:.-"-'";-·-''-'--~-=~·,_.-=-:_:__:,=..:oc::."'--""""-".~.:...-.;::.;·; •-- Description TYP. ROOF RAFTER i~Ou_e_ry_V-al-ues ---·--· fl c.-;;.;;c;,;~_'\"lM;,#";;'&~o~n~>~&@~•'"'"-:r;::&;~-illL',"· <0£C·:::t.tii:~"'"~"";'·O:·•"··><Z-":'•""'""'"·IT· ==·0:-.·0l"~I .. _r •• 'C.=· cc~,T.L-G""--'2•'!-1!-00=:!iiS<Z"· ""'':<'~"'"-'~:Ocff...:-OO":..'C."""c-'===· C:•.CC.::.:CC•·==·z·"C<C"<.>....C·Z"·'C·,:O·!·ZO•"""""'~f>Jif·,£.-'TI"->:·:O··--OC·•·Z··=:C,CC-2-·•:nd--, ~ M, V, & 0@ Specified Locations Moment Shear Deflection @Center Span Location= 0.00 ft O.OOk·ft 0.89 k 0.0000 in @ Right Cant. Location= 0.00 ft 0.00 k·ft 0.00 k 0.0000 in @Left Cant. Location= 0.00 ft 0.00 k·ft 0.00 k 0.0000 in ENCANA MAN CAMP 2620-02 Titre: Dsgnr: Description : Scope: Job# Date: 9 19AM. 13 DEC 06 ' "'R•c:,-.,..,oowooc--------------------- user: K\>1-0S05S63, Ver 5.8.0, 1-0~c--2003 Genera I Timber 8 earn Page 1 . [ o )19e3-2003 EMERCALC EngiME'ring Software enc~r1<r m~n c:~mp.~cw:C.alc:ul~tions .! Description TYP. FLOOR JOIST -c-c---c------· ----------------=c-c::::-::-:-:-c-------------------l General Information Code Ref: 1997 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2x1 0 Beam Width Beam Depth Member Type Bm Wt Added to Loads Load Our. Factor Beam End Fixity Wood Density 1.500 in 9.250 in Sawn 1.000 Pin-Pin 35.000 pcf Center Span left Cantilever Right Cantilever 11.83 ft ft ft Spruce -Pine -Fir (South), No.2 Fb Base Allow 775.0 psi Fv Allow 135.0 psi Fe Allow 335.0 psi E 1,100.0ksi .Lu ..... Lu .... Lu 0.00 ft 0.00 ft 0.00 ft lMI:':tll!lm~&t.·· ·· · .-ili;a.;:z:t&:m;:·.-• • i<..,ES;:~.= :.~.·.>:;o.:'"' __ -::,,.~ .. ~.l£idc:.o· '""'":,.;"""""-•'· ·. '"L"--"·-''~~~ili'=v•:~?.;:>.~-,.;;r;u.:...:-.·:•-"'""·J."~~u,.,w-.-!:ul'"''-''··""'>.-J..;.:;J£;-: ... ~:,:,.-_._.~~t'.L<:l (:""'"'":;) Center Dl Left Cantilever DL Right Cantilever DL '"' • ' . ••"""'""''=]' ~,. ,; Summary 'I .~i";"N""~i<J!'T.~:W\)Ij%-~1.1;-c'tfi: r<:~:·',';/!0\'M'] 53.00 #/ft LL #/ft LL #/ft LL 20.00 #1ft #/ft #/ft Span= 11.83ft, Beam Width= 1.500in x Depth= 9.25in, Ends are Pin-Pin Max Stress Ratio 0.879 : 1 Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max@ Left Support Max@ Right Support Max. Mallow fb 749.50 psi Fb 852.50 psi Deflections 1.3 k-ft 1.5 k-ft 1.34k-ft at 0.00 k-ft at 0.00 k-ft 0,00 k-ft 1,52 fv 42.59 psi Fv 135.00 psi Maximum Shear • 1.5 Allowable 5.915 ft 11.830 ft Reactions .. Left DL Right DL Shear: Camber: 0.33 k 0.33 k @Left @Right @Left @Center @Righi Max Max Beam Design OK 0.6 k 1.9 k 0.45k 0.45k O.OOOin 0.342 in O.OOOin 0.45k 0.45k Center Span... Dead Load Tota! load -~;_t."eft ·ca~tii~~~r~:-:······""·c:-c..,,. "'Bead~L;;~t' """·_,.., _ _._~:~Tofai Load Deflection -0.228 in ·0.309 in ... Location 5.915 ft 5.915 ft ... Length/Defl 621.9 459.04 Camber (using 1.5 • D.L. Defl) ... @ Center 0.342 in @Left 0.000 in @Right 0.000 in Deflection 0.000 in 0.000 in ... Length/Defl 0.0 0.0 Right Cantilever ... Deflection ... Len9th/Defl 0.000 in 0.0 0.000 in 0.0 [Stress Cales ------------~ '-r:t-""""·"'m"'' """"':="""'":'.,."''"'"'''"'' ":"'""~I.<.:..:.. .. , _ ___..~~-,.,;o...:,~.....:: ~ .. z...~~ .. ., .. L""""'~~o"--.... ~•-'---:.-Brr.:T ••.• ~~ .. ~~-.. -~->-·-'"'--~'---·-;. _.;~-:~, ..... ;..-,;:.-~..;_:...;..;.,;.. ,___,~ __ :.;;-:r;:a;:;,,__.~·,.:...:__,_,__.,"·;, . .._ __ ..__)_..;; •. ,:...,..:..;_,_.,__~,, Bending Analysis Ck 30.554 Le Cf 1.100 Rb @Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @Supports Max. Left Reaction Max. Right Reaction 0.000 ft Sxx 0.000 Cl Max Moment 1.34 k-ft 0.00 k-ft 0.00 k-ft @Left Support 0.59 k 4.377 in2 135.00 psi 0.45 k 0.45 k 21.391 in3 0.000 Sxx Req'd 18.81 in3 0.00 in3 0.00 in3 @ Right Support 0.59 k 4.377 in2 135.00 psi Bearing Length Req'd Bearing Length Req'd Area 13.875 in2 Allowable fb 852.50 psi 852.50 psi 852.50 psi 0.899 in 0.899 in Job# ENCANA MAN CAMP 2620-02 Title; Dsgnr: Date: 9:19AM, 13 DEC 06 Description : Scope: Rev: 5"30001) user:Kw-o~o!5ss:3, vers.a.o. 1-D~c-zoo.:J General Timber Beam (o)1S:n2003 ENEACALC Eng'tn~ering: Softw~re Page -2': en~ana m~n o~mp.~cw:Calc:ulati<:lns t • ·. """"-'~,..:....._~_,_,,.,_:~; • .;,·"-'·'_:,.,~ . ..:,_c_:,.:;;;;;.;.,:_•;.::;-'~.:...;__o:--.,::.:;::=•'·· :.-.::._·,-: ~-,_·,;,_ ,; : ... :.~ ;~:.:·;, ~--"~-:~::.-.:•·: Description TYP. FLOOR JOIST ----------------------------------fc.o.,,_;cuz:,.,.::,."""""""'"'V""'a"'lu"'e"~"'~"-""""'""'' "~"'-'\c-, . .-u..-:~<C-:~02ce>.5.0:..; .• ::c.z.,,,"'"'~=---vc?.• •• c-.=;-c-_,. "'-"'·"'c-· J:CC.:::E• . cc-=·-"-"''"'-l...:.c= .. ec .. co.-";c""'""-~"'-.:-c-:~co· -~cc: .... cc--c-.·-=· _,cc.o-c .• c-cC'· c-·. =---"' '-"'"-~cc--._cc::.:;-,:.c:-... c-:-~-;c,~-c.-·.cc.=:'-_,_,, '"-·-•. : .... .-..-.,., .. ~ :D •.• £.;;: >.c:.:.....cL:-.!li~--.:......:,·, -_)J M, V, & D@ Specified Locations Moment Shear Deflection @Center Span Location= 0.00 ft 0.00 k-ft 0.45 k 0.0000 in @Right Cant. Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in @Left Cant. Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in ~~ -- I Job No Sheet No R" 2620-01 1 I ''" I i Software licensed to oddo engineering 1 Job Title MAN CAMPS Rof I By Date1/08/07 Chd i I, j Client WILLIAMS File FLOOR1.std IDatefTime 04-Jun-2007 15:04 I ' ' ' ' ' 1 1 J!i, 2 3 3 4 4 <!\ 5 6 6 7 7 <ill 8 9 • I I L I l -----~---------------- Prml T1me/Date. 04/06.'200715.06 STAAD.Pro for Wmdows Release 2001 p nntRun 1 of 1 PAGE NO, ************************************************** ' • • STAAD.Pro • • Version 2001 Build 1005 • • Proprietary Program of • • RESEARCH ENGINEERS, Intl. • * Date= JUN 4' 2007 • • Time= 15• 5•41 • • • USER ID: oddo engineering ************************************************** 1. STAAD PLANE ~ffiN CAMPS 2. START JOB INFORMATION 3. JOB NAME MAN CAMPS 4. JOB CLIENT WILLIAMS 5. JOB NO 2620-01 6. ENGINEER DATE 1/08/07 7. END JOB INFORMATION 8. INPUT WIDTH 79 9. OUTPUT WIDTH 72 10. *FILE NAME : FLOOR1.STD 11. *ENGINEER LANDON ANDERSON 12. *CHECKED BY: 13. *************************************************** UNIT FEET KIP JOINT COORDINATES 14. 15. 16. 17 . 18. 19. 20. 1 0 0 0 ;2 2.08 0 0 ; 3 3.5 0.0 0; 4 4.83 0 0; 5 5.91 0 0 6 7.08 0 0;7 8. 41 0 0 ; 8 9.75 • MEMBER INCIDENCES 1 1 2 ; 2 2 3 ; 3 3 4 4 4 5 21. * 22. *DELETE MEMBER 7 14 23. UNIT INCHES KIP 24. MEMBER PROPERTY AMERICAN 25. * 26. 1 2 4 5 7 8 PRIS YO 9,25 ZD 1.5 27. 3 6 PRIS YO 5.75 ZD 1.5 28. *MEMBER RELEASE 29. *1 2 END MX MY MZ 30. *2 START MX MY MZ 31. *MEMBER TRUSS 32.*345 33, *MEMBER OFFSETS 34. *12 13 START 0,-9.0, 0 35. *12 13 END 0, 12.0,0 36. SUPPORTS 37. * FIXED BUT FX FZ MX MY MZ 38, 2 5 8 PINNED 39. *3 FIXED BUT FX FZ MX MY MZ 40. * 41. UNIT INCHES POUND H:\STAADF\MAN Ck~PS\FLOORl.anl 0 0 ;9 11.83 0 0 5 5 6 6 6 7 7 7 8 8 8 9 Monday, June 04, 2007, 03:06PM Page of 11 l'-1AN CN1PS --PAGE NO. Monday, June 04, 2007, 03:06PM 2 42. CONSTANTS 43. *BETA 90. MEMB 3 TO 7 14 TO 18 25 TO 29 44. E 1.1E+006 MEMB 1 TO 8 45. *E 2.9E+007 MEMB 3 TO 5 46. POISSON 0.3 MEMB 1 TO 8 47. * 40 PCF 4 8. DENSITY 0, 023 1'-lEMB 1 TO 8 49. *DENSITY 0.283 MEMB 3 TO 5 so. ****************************************•****************************** 51. UNIT FEET KIP 52. LOAD l FULL DEAD LOAD 53. *SELFWEIGHT Y -1 54. JOINT LOAD 55. 1 9 FY -0.12 56. MEMBER LOAD 57. 1 TO 8 UN! GY -0.015 58. *********************************************************************** 59. LOAD 2 FULL LIVE LOAD 60. JOINT LOAD 61. 1 9 FY -0.59 62. MEMBER LOAD 63. 1 TO 8 UNI GY -0.053 64. ************************************************************************ 65. LOAD 3 CANTILEVER DEAD LOAD 66. *SELFWEIGHT Y -1 67. JOINT LOAD 68. 1 9 FY -0.16 69. MEMBER LOAD 70. 1 8 UNI GY -0.015 71. *********************************************************************** 72. LOAD 4 CANTILEVER LIVE LOAD 73. JOINT LOAD 74. 1 9 FY -0.59 75. MEMBER LOAD 76. 1 8 UNI GY -0.053 77. ************************************************************************ 7.8, LOAD COMB 10 DL+LL 79. 1 1.0 2 1.0 80. LOAD COMB 11 DL +LL 81. 3 1.0 4 1.0 82. * 83. PERFORM ANALYSIS PROBLEM S T A T I S T I C S NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = ORIGINAL/FINAL BAND-WIDTH= 1/ 1/ 9/ 6 DOF 8/ 3 TOTAL PRIMARY LOAD CASES SIZE OF STIFFNESS MATRIX REQRD/AVAIL. DISK SPACE 4, TOTAL DEGREES OF FREEDOM 21 1 DOUBLE KILO-WORDS 12.0/ 55672.4 MB, EXMEM 2079.4 MB H: \STAADF\MAN CAMPS\FJ,QORl. anl Page 2 of 11 MAN CAHPS ++ Processing Element Stiffness Matrix. ++ Processing Global Stiffness Matrix. ++ Processing Triangular Factorization. ++ Calculating Joint Displacements. ++Calculating Member Forces. 8 4 ' * 85. LOAD LIST l 2 10 11 86. PRINT SUPPORT REACTION Monday~ June 04~ 2007, 03:06PM ------ PAGE NO. 3 15: 5: 4 1 15: 5:41 15: 5: 41 15: 5:41 15: 5:41 -----~--------------- H:\STAADF\MAN CAMPS\FLOORl.anl Page 3 of 11 r ,, Monday, June 04, 2007, 03:06PM --- ~..AN CAMPS --PAGE NO. SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE PLANE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 2 1 0.00 0.29 0.00 0.00 0.00 0.00 2 0.00 1. 34 0.00 0.00 0.00 0.00 10 0.00 1. 63 0.00 0.00 0.00 0.00 11 0. 00 1. 61 0.00 0.00 0.00 0.00 5 1 0.00 -0.16 0.00 0.00 0.00 0.00 2 0.00 -0.86 0.00 o.oo 0.00 0.00 10 0. 00 -1.03 0,00 0.00 0.00 0.00 11 0.00 -1.44 0.00 0.00 0.00 0.00 8 1 0.00 0.29 0.00 0.00 0.00 0.00 2 0.00 1. 34 0.00 0.00 0.00 0.00 10 0.00 1. 62 0.00 0.00 0.00 0.00 11 0. 00 1.61 0.00 0.00 0.00 0.00 ************** END OF LATEST ANALYSIS RESULT ************** 87. • 88. PRINT JOINT DISPLACMENTS H: \STAADF\MAN CAMPS\FLOORl.anl Page 4 of 11 MAN CP.11PS --PAGE NO. JOINT DISPI..ACEM:ENT (INCH RADIANS) STRUCTURE TYPE PLANE JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1 2 1 2 10 11 1 0.00000 -0.01769 0.00000 0.00000 0.00000 0.00080 0.00000 -0.08549 0.00000 -0.10318 0.00000 -0.11283 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00388 0.00469 0.00511 0.00000 0.00043 2 0.00000 0.00000 0.00000 0.00000 0.00000 0.00209 10 0.00000 0.00000 0.00000 0.00000 0.00000 0.00252 11 3 1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00282 0.00000 0.00339 0.00000 0.00000 0.00000 0.00008 5 6 7 2 10 11 1 2 10 11 1 2 10 11 1 2 10 11 1 2 10 0.00000 0.01678 0.00000 0.00000 0.00000 0.02017 0.00000 0.00000 0.00000 0.02380 0.00000 0.00000 0.00000 0.00109 0.00000 0.00000 0.00000 0.00552 0.00000 0.00000 0.00000 0.00661 0.00000 0.00000 0.00000 0.00830 0.00000 0.00000 0.00000 o.ooooo 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00156 0.00785 0.00000 0.00941 0.00000 0.00000 0. 00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00038 0.00000 0.00046 0.00000 0.00058 0.00000 -0.00012 0.00000 -0.00060 0.00000 -0.00072 0.00000 -0.00088 0.00000 0.00001 0.00000 0.00006 0.00000 0.00007 0.00000 0.00008 0.00000 0.00015 0.00000 0.00074 0.00000 0.00089 0.00000 0.01160 0.00000 0.00000 0.00000 0.00107 o.ooooo 0.00378 0.00000 0.00000 0.00000 -0.00011 0.00000 0,01871 0.00000 0.00000 0,00000 -0.00058 0.00000 0.02250 0.00000 0.00000 0.00000 -0.00069 11 0.00000 0.02643 0.00000 0.00000 0.00000 -0.00085 8 1 2 10 11 1 0.00000 0.00000 0.00000 0.00000 0.00000 -0.00046 o.ooooo 0.00000 0.00000 0.00000 0.00000 -0.00223 o.ooooo 0.00000 0.00000 0.00000 0.00000 -0.00269 9 2 10 11 o.ooooo 0.00000 0.00000 0.00000 -0.01839 -0.08894 0.00000 -0.10733 0.00000 -0.11764 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0. 00000 -0.00302 -0.00083 -0.00402 0.00000 0.00000 0.00000 -0.00485 0.00000 0.00000 0.00000 -0.00530 ************** END OF LATEST ANALYSIS RESULT ***~~********* 89. UNIT FEET POUND 90, PRINT MEt>lBER FORCES H: \STAADF\MAN CAMPS\FLOORl. anl Page 5 of 11 -~----~------·-- MAN CA!'JPS MEMBER END FORCES STRUCTURE TYPE PLANE ALL UNITS ARE --POUN FEET MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION 1 1 2 10 11 2 1 2 10 11 3 1 2 10 11 4 1 2 10 11 5 1 2 10 11 1 2 1 2 1 2 1 2 2 3 2 3 2 3 2 3 3 4 3 4 3 4 3 4 5 4 5 4 5 4 5 5 6 5 6 5 6 5 6 0.00 -120.00 0.00 151.20 0.00 -590.00 0.00 700.24 0.00 -710.00 0.00 851.44 0.00 -750.00 0.00 891.44 0.00 138.61 0.00 -117.31 0.00 636.00 0.00 -560.74 0.00 774.62 0.00 -678.06 0.00 722.99 0.00 -722.99 0.00 0.00 0.00 117.31 -97.36 560.74 o.oo -490.25 0.00 678.06 0.00 -587.62 0.00 722.99 0.00 -722.99 0.00 97.36 0.00 -81.16 0.00 490.25 0.00 -433.01 0,00 587.62 0.00 -514.18 0.00 722.99 0.00 -722.99 0.00 -80.80 0.00 98.35 0.00 0.00 D. DO 0.00 D. DO 0.00 -431.36 493.37 -512.16 591.72 -721.11 721.11 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0. 00 0. 00 0.00 0.00 0.00 0. 00 0.00 0. DO 0.00 0. DO 0.00 0. DO 0.00 0. DO 0.00 0. DO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. DO 0. DO 0.00 0. DO 0.00 0. DO 0.00 0. DO 0.00 0.00 ------------~------- H:\STAADF\MAN CAMPS\FLOORl.anl 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0,00 0,00 0.00 0.00 0.00 0.00 ". '4 ' l Monday, June 04, 2007, 03:06PM --PAGE NO. 6 MOM-Y 0.00 0.00 MOM-Z 0.00 -282.05 0.00 0.00 0.00 -1341.85 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0. DO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. DO 0.00 0. 00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 -1623.90 0.00 -1707.10 282.05 -100.34 1341.85 -492.16 1623.90 -592.50 1707.10 -680.45 100.34 42.42 492.16 206.75 592.50 249.18 680.45 281.12 -42.42 138.83 -206.75 705.32 -249.18 844.15 -281.12 1061.95 -138.83 34.02 -705.32 164.36 -844.15 198.38 -1061.95 218.25 Page 6 of 11 Monday/ June 04, 2007r 03:06PM MAN CAMPS --------------::-:-:::::- --PAGE NO. 7 MEMBER END FORCES STRUCTURE TYPE PLANE ALL UNITS ARE --POUN FEET MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 6 1 6 0.00 -98.35 0.00 0.00 0.00 -34.02 7 o.oo 118.30 0.00 0.00 0.00 -110.05 2 6 0.00 -493.37 0.00 0.00 o.oo -164.36 7 0.00 5 63 . 8 6 0.00 0.00 0.00 -538.70 10 6 0.00 -591.72 0.00 0.00 0.00 -198.38 7 0.00 682.16 0.00 0.00 0.00 -648.75 11 6 0.00 -721.11 0.00 0.00 0.00 -218.25 7 0.00 721.11 0.00 0.00 o.oo -740.82 7 7 0.00 -118.30 0.00 0.00 0.00 110.05 8 0.00 138.40 0. DO 0.00 0.00 -282.05 2 7 0.00 -563.86 0.00 0.00 0.00 538.70 8 0.00 634.88 0.00 0.00 0.00 -1341.85 10 7 0.00 -682.16 0.00 0.00 0.00 648.75 8 0.00 773.28 0.00 0.00 0.00 -1623.90 11 7 0.00 -721.11 0.00 0.00 0.00 740.82 8 0.00 721.11 0.00 0.00 0.00 -1707.10 8 1 8 0.00 151.20 0.00 0.00 0.00 282.05 9 0.00 -120.00 0.00 0.00 0.00 0. 00 2 8 0.00 700.24 0.00 0.00 0.00 1341.85 9 0.00 -590.00 0.00 0.00 0.00 0. 00 10 8 0.00 851.44 0.00 0.00 0.00 1623.90 9 0.00 -710.00 0.00 0.00 0.00 0.00 11 8 0.00 891.44 0.00 0.00 0.00 1707.10 9 0.00 -750.00 0.00 0. 00 0.00 0.00 ************** END OF LATEST ANALYSIS RESULT ************** 91. UNIT INCHES POUND 92. SECTION 0 0.25 0.5 0.75 1 MEMB 1 TO 8 93. PRINT MEMBER STRESSES LIST 1 TO 8 -----------·-----·------ H: \STAADF\NAN CAMPS\FLOORl. anl Page 7 of 11 VlAN CM1PS MEMBER STRESSES ALL UNITS ARE POUN/SQ INCH MEMB LD SECT AXIAL BEND-Y 1 2 3 1 .0 0.25 0.50 0. 75 1. 00 2 . 0 0.25 0.50 0.75 1. 00 10 .0 0.25 0.50 0.75 1. 00 11 . 0 1 0.25 0.50 0.75 1. 00 .0 0.25 0. 50 0. 75 1. 00 2 . 0 0.25 0.50 0. 75 1. 00 10 .0 0.25 0.50 0.75 1. 00 11 . 0 0.25 0.50 0. 75 1. 00 1 .0 0.25 0.50 0.75 1. 00 2 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0:0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0. 0 0.0 0. 0 0.0 0.0 0. 0 0.0 0. 0 0.0 0.0 0.0 0,0 ---·---·---· H: \STAADF\MAN CAMPS \FLOOR]. anl 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o o.o o.o 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o o.o 0.0 o.o 0.0 0.0 o.o o.o 0.0 0.0 o.o o.o 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 p \l Monday, June 04, 2007, 03:06PM ---------------~ --PAGE NO. BEND-Z COMBINED SHEAR-Y SHEAR-Z 0.0 36. 1 74.6 115' 3 158.2 0.0 17 6. 1 360.3 552.5 752.8 0.0 212.3 434.9 667. 8 911.0 0.0 223.9 458.2 702.8 957.7 158.2 131.2 105.1 80.2 56.3 752.8 628.0 506.9 389.6 276.1 911.0 759.1 612.1 469.8 332.4 957.7 813.7 669.7 525.7 381.7 145.7 90.2 37.2 13.4 61. 6 714.5 0.0 36.1 7 4 . 6 115.3 158.2 0.0 176.1 360.3 552.5 752.8 0.0 212.3 434.9 667.8 911.0 0.0 223.9 458.2 702.8 957.7 158.2 131.2 105.1 80.2 56.3 752.8 628.0 506.9 389.6 27 6. 1 911. 0 759.1 612.1 4 69. 8 332.4 957.7 813.7 669.7 525.7 381.7 145.7 90.2 37.2 13. 4 61.6 714.5 13.0 13.8 14.7 15.5 16.3 63.8 66.8 69.7 72.7 75.7 7 6. 8 80.6 84.4 88.2 92.0 81. 1 84.9 88.7 92.5 96.4 15.0 14.4 13.8 13.3 12.7 68.8 66.7 64.7 62. 7 60.6 83.7 81.1 78.5 75.9 73.3 7 8. 2 78.2 78.2 78.2 78.2 20.4 19 . 5 18.7 17.8 16.9 97.5 o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 o.o 0.0 o.o o.o o.o o.o 0.0 0.0 0.0 0.0 o.o o.o o.o 0.0 0.0 o.o o.o o.o 0.0 o.o o.o o.o 0.0 o.o 0.0 o.o o.o o.o o.o o.o o.o 0.0 0.0 8 Page 8 of 11 MAN CA..MPS MEMBER STRESSES ALL UNITS ARE POUN/SQ INCH MEMB LD SECT 4 5 0.25 0,50 0. 75 1. 00 10 '0 0. 25 0.50 0. 75 1.00 11 .0 0.25 0.50 0.75 1. 00 1 .0 0.25 0.50 0, 75 1. 00 2 .0 0.25 0.50 0.75 1. 00 10 '0 0.25 0.50 0.75 1. 00 11 . 0 0.25 0.50 0.75 1. 00 1 .0 0.25 0.50 0. 75 1. 00 2 .0 0.25 0.50 0.75 1. 00 10 . 0 0.25 0.50 AXIAL 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 BEND-Y 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 H: \STAADF\MAN CAMPS\FLOORl, anl ~ P· I ' Monday, June 04, 2007, 03:06PM _____ ___c__ --PAGE NO. 9 BEND-Z COMBINED SHEAR-Y SHEAR-Z 4 4 8' 1 190.2 59' 3 300.2 8 60.2 538' 3 227.4 72.6 361.8 987.9 638.9 289.9 59. 1 408.1 23.8 38.2 52. 1 65.3 77.9 116.0 189.2 260.2 329.0 395.7 139.8 227.4 312.2 394.3 473.6 157.7 267.2 37 6. 7 486.2 595.7 77 '9 64.3 4 9. 9 34.9 19.1 395.7 323.6 249.0 171. 9 92.2 473.6 387.9 299.0 448.1 190.2 59.3 300.2 860.2 538.3 227,4 72. 6 361.8 987. 9 638.9 289.9 59.1 408.1 23.8 38.2 52.1 65.3 77.9 116.0 189.2 260.2 329.0 395.7 139.8 227.4 312.2 394.3 473.6 157.7 267.2 376.7 486.2 595.7 77.9 64. 3 49.9 34.9 19.1 395.7 323.6 24 9. 0 171. 9 92.2 473.6 387. 9 299.0 94.5 91. 4 88.3 85.3 117. 9 114.0 110.1 106.1 102.2 125.7 125.7 125.7 125.7 125.7 10.5 10' 1 9.7 9.2 8.8 53.0 51.5 4 9. 9 4 8. 4 4 6. 8 63.5 61.5 59.6 57.6 55.6 78.2 78.2 78.2 78.2 78.2 8.7 9.2 9.7 10.2 10.6 4 6' 6 48.3 50.0 51. 7 53.3 55.4 57.5 59.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Page 9 of 11 M.A..ll1 CAJ11P S MEMBER STRESSES ALL UNITS ARE POUN/SQ INCH MEMB LD SECT 6 0.75 1. 00 11 . 0 0.25 0.50 0. 75 1.00 1 .o 0.25 0.50 0. 75 1.00 2 .0 0.25 0.50 0. 75 1. 00 10 . 0 0.25 0.50 0.75 1. 00 11 . 0 0.25 0. 50 0. 75 1. 00 7 . 0 8 0.25 0.50 0. 75 1. 00 2 . 0 0.25 0. 50 0. 75 1. 00 10 . 0 0.25 0.50 o. 75 1. 00 11 . 0 1 0.25 0.50 0. 75 1. 00 .0 AXIAL 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 BEND-Y 0.0 o.o 0.0 o.o o.o o.o 0.0 o.o o.o 0.0 0.0 0.0 o.o 0.0 o.o o.o o.o o.o o.o 0.0 o.o o.o 0.0 0.0 o.o o.o 0.0 o.o o.o 0.0 0.0 0.0 o.o o. 0 o.o o.o o.o o.o o.o 0.0 0.0 o.o o.o 0.0 o.o 0.0 0. 0 o.o r . •i Monday, June 04, 2007, 03:06PM --PAGE NO. 10 BEND-Z COMBINED SHEAR-Y SHEAR-Z 206.8 111.3 595. 7 4 77.4 35 9 .1 24 0. 8 12 2. 4 4 9. 4 0. 7 50.4 103.9 159.8 238.6 3.8 254.7 514.1 7 82.1 288.0 3.1 305.1 618.0 941.9 316.9 31.2 379.3 727,4 1075.5 61.7 84.4 108.1 132.7 158,2 302.2 409,8 520.8 635.1 752.8 363.9 494.3 628.9 7 67.8 911.0 415.6 551.1 686.6 822.2 95 7. 7 158.2 206.8 111.3 595.7 477.4 359.1 240.8 122.4 49.4 0.7 50. 4 103.9 159.8 238.6 3.8 254.7 514.1 782.1 288.0 3. 1 305.1 618.0 941. 9 316.9 31.2 379.3 ~4 e~ 61.7 84.4 108.1 132.7 158.2 302.2 409,8 520.8 635.1 752.8 363.9 494.3 628.9 767.8 911.0 415.6 551. 1 68 6. 6 822.2 957.7 158.2 61. 8 64.0 78.0 78.0 78.0 78.0 78.0 17.1 18 . 0 18.8 19.7 20.6 85.8 88.9 91. 9 95 .. 0 98.1 102.9 106.8 110.8 114.7 118.6 125.4 125.4 125.4 125.4 125.4 12.8 13.3 13.9 14.4 15.0 61.0 62.9 64.8 66.7 68.6 73.7 7 6. 2 78.7 81.1 83.6 78.0 78.0 78.0 7 8. 0 78.0 16.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 c~ ~ , .• s- c.,~.,,.,S"' 4. I. '?o o-<1"-f<Sff'.."-'s$ ,·~r oK_ -----------Page 10 of 11 H: \STAADF\MAN CAMPS\FL00R1. anl _,_\) t' - Monday, June 04, 2007, 03:06PM ----- MAN CAM:PS --PAGE NO. 11 MEMBER STRESSES --------------- ALL UNITS ARE POUN/SQ INCH MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z 0.25 0.0 0.0 115.3 115.3 25.5 0.0 0.50 0.0 0.0 74.6 74.6 14 . 7 0.0 0. 75 0.0 0.0 36. 1 36.1 13.8 0.0 1. 00 0.0 0.0 0.0 0.0 13.0 0.0 2 .0 0.0 0.0 752.8 752,8 75.7 0.0 0.25 0.0 0.0 552.5 552.5 72.7 0.0 0.50 0.0 0.0 360.3 360.3 69.7 0.0 0. 75 0.0 0.0 17 6. 1 17 6. 1 66.8 0.0 1. 00 0.0 0.0 0.0 0.0 63.8 0.0 10 . 0 0.0 0.0 911.0 911. 0 92.0 0.0 0.25 0.0 0.0 667. 8 667.8 88.2 0.0 0.50 0.0 0.0 434.9 4 34. 9 84.4 0.0 0. 75 0.0 0.0 212.3 212.3 80.6 0.0 1. 00 0.0 0.0 0.0 0.0 76.8 0.0 11 .0 0.0 0.0 957.7 957.7 96.4 0.0 0.25 0.0 0.0 702. 8 702.8 92.5 0.0 0.50 0.0 0.0 458. 2 458.2 88.7 0.0 0. 75 0.0 0.0 223.9 223.9 84.9 0.0 1. 00 0.0 0.0 0.0 0.0 81. 1 0.0 ************** END OF LATEST ANALYSIS RESULT ************** 94. * 95, FINISH *********** END OF THE STAAD.Pro RUN *''********* **** DATE= JUN 4,2007 TIME= 15: 5:41 **** ********************************************************* For questions on STAAD.Pro, please contact : ' By Email -North America support@ca.reiusa.com By Email -International : support@reiusa. com Tel. {USA) : 714-974-2500 ; Fax (USA) : 714-974-4771 * ********************************************************* H: \STAADF\MAN CAMPS\FLOOR.1.anl Page 11 of 11 Job No. ;;.~ Z " • "I ' by ............. date 1~-~;§.<•o ck'd by ___ date ___ _ ODDO ENGINEERING, INC. 710 Cooper Avenue, Suite 200 Glenwood Springs, CO 81601 (970) 945·1 006 Fax 945·2977 Subject P"C% f.A~-;;;Jf..,AI.t.S page ----ot ----- ,Mp ... ~···•·······•······ ' . . . . ... :HE, s,r,;p~:.:•F(tcD Ni.><4..;" :rll~ .:.~~ fj;;~ x ec. ;:.~<>.? .. ~ ... ; ... ,:, ' .. : .... : ' .. ; ... · ..... . v er-tn <-AI.i ;, A.<i <"NA E: -:-. <··· :. --.:-... , J--··>· .: . --:-.. , <· .. ·:0'. ·> .. ·:-' . .; ... ·: .• ' \'. ; ..• ; ... : .. -:· '. •:0 • •.••• ·:-•• -:-'' i• .. 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R.""'"'-.t-r~ t..oA!J 0::: 4•fH"? -r.;,p._ t..•Vc;: ""At>.,;: (1oo-+ to f>.'P){ o;c' x ;;, e.yJ = • '7??.7:t.. ;f,. 1;!,94~7 ~~~ Q'" sJ 5 og (15')(~~ r o oo f'~ ";:, F A (.l.o.A! >"&r: i?k RE PTI williams and EnCana camps.txt From: casey Anderson sent: wednesday, December 13, 2006 11:27 AM To: GUS RUest subject: RE: PTI williams and EnCana camps 1-unit weights-in pounds PTI 6 unit sxs sleeper sleeper/Diner sleeper/Rec sleeper/Kitchen sleeper/wash sleeper/Mudroom PTI 5 unit sxs sleeper sleeper/Rec sleeper/wash sleeper/Kitchen sleeper/Diner 33,140lbs 31, 652 37,080 36,344 30,800 29,660 33,010lbs 30,150 36, 112 38,192 32,110 PTI 8 person wet sleeper-40,065lbs -----original Message----- From: Mike Palmer sent: wednesday, December 13, 2006 7:39 AM To: Gus Ruest; casey Anderson subject: FW: PTI williams and EnCana camps Please help me answer the questions below. -----original Message----- From: Ph1lip vaughan [mailto:pvcm@hughes.net] sent: Tuesday, December 12, 2006 9:13 PM To: Ken wagg; Mike Palmer cc: Landon Anderson; Bob oddo; Richard Dixon subject: FW: PTI williams and EnCana camps Ken and Mike, Please find questions below from Landon Anderson P.E. with oddo Engineering 970-945-1006. Landon, Mike Palmer-Plant Manager's phone number is (780) 955-7366. Please contact him to ask further questions. Thanks again for your assistance. sincerely, Phil vaughan Phil vaughan construction Management, Inc. 1038 County Road 323 Rifle, co 81650 970-625~5350 -----original Message-----Page 1 P· A\ & .§ ~ c. E 8 "'"' ....... ~ " c(,OJ C\J .!::: ,Cfl 0 c zw G~<'\\rY\0(\ U A,\-~ \ Lo~ -B5oo h, ~c.__""""' -IO bOo \ o \--0-..\ -=-I q C;(X:) W =-5() A @__ ~u ::,q /CJ::; A-p~o._Lr-o -=-6500 w -x.. ~ -:-6(-oy-oe:> =-7o.8 4- /Cb A bn:_c_~ o lc___ S\ -R....__pzc:--U 0-'\: ? 7:2go 0 ___ o5 A @__ f)CJ6 v r ~ ~ A-/'f"\? \o~~c_~ 0o+ 0 \c..__ usL soA 'o~ . FiLename: WilliamsSleeper.rrr ELECTRICAL LOAD CALCULATION Filename: Standard Lighting/Receptacle Range/Oven Dryer Heat/Cool Fixed Appliances other Appliances Max Motor Optional Lighting/Receptacle Range/Oven Dryer Heat/Cool Fixed Appliances Other Appliances Max Motor Neutral Standard Total = Maximum Amperage = Optional Total = Maximum Amperage = Service Voltage 208 Service Phase = 3 Line 1,848 0 0 5,620 0 0 1,040 8,508 24 Line 1,848 0 0 5' 445 0 0 0 7,293 0 Neutral 1,848 0 0 1,460 0 0 0 3' 308 9 Neutral 1,848 0 0 1,460 0 0 3,308 0 Filename: Williams CommonUnit.rrr ELECTRICAL LOAD CALCULATION Filename: Williams Common Standard Lighting/Receptacle Range/Oven Dryer Heat/Cool Fixed Appliances Other Appliances Max Motor Optional Lighting/Receptacle Range/Oven Dryer Heat/Cool Fixed Appliances Other Appliances Max Motor Neutral Standard Total = Maximum Amperage = Optional Total = Maximum Amperage = Service Voltage = 208 Service Phase = 3 Line 1,848 0 0 7,620 0 0 1,040 10,508 29 Line 1,848 0 0 6,745 0 0 0 8' 593 0 Neutral 1,848 0 0 3,460 0 0 0 5,308 15 Neutral 1,848 0 0 3,460 0 0 5,308 0 , Fj _lename: Encana Kitchen. rrr ELECTRICAL LOAD CALCULATION Filename: Williams Kitchen Standard Lighting/Receptacle Range/Oven Dryer Heat/Cool Fixed Appliances Other Appliances Max Motor Optional Lighting/Receptacle Range/Oven Dryer Heat/Cool Fixed Appliances Other Appliances Max Motor Neutral Standard Total ~ Maximum Amperage Optional Total ~ Maximum Amperage ~ Service Voltage ~ 208 Service Phase ~ 3 Line 4' 697 0 0 4,080 0 0 1,020 9,797 27 Line 7,848 0 0 2,652 0 0 1,020 10,500 0 Neutral 4,697 0 0 4,080 0 0 1,020 9,797 27 Neutral 4,697 0 0 4,080 0 0 9,797 0 Air System Design Load Summary for Forced Air Furnace Project Name: Williams Man Camp Services Prepared by: Mechtrlc Engineering DESIGN COOLING COOLING DATA AT Jul1700 COOLING OA DB I WB 91.4 "F /60.9 "F Sensible Latent ZONE LOADS Details (BTU/hr) (BTUihr) Window & Skylight Solar Loads 84ft' 3843 - Wall Transmission 932ft' 1423 - Roof Transmission Oft' 0 - Window Transmission 84 ft2 612 - Skylight Transmission 0 ft' 0 - Door Loads 60 ft 2 223 - Floor Transmission 0 ft' 0 Partitions 0 ft' 0 Gelling 0 ft' 0 - Overhead Lighting · 1232 w 3601 - Task Lighting ow 0 Electric Equipment ow 0 - People 7 1326 840 fnfillration 0 0 Miscellaneous 0 0 Safety Factor 0°/o I 0% 0 0 >>Total Zone Loads 11028 840 Zone Conditioning -10298 840 Plenum Wall Load 0% 0 - Plenum Roof Load O% 0 - Plenum Lighting Load O% 0 - Return Fan Load 765 CFM 0 Ventilation Load 30CFM 361 -733 Supply Fan Load 765CFM 0 - Space Fan Coli Fans -0 - Duct Heat Gain I Loss 0% 0 - >> Total System Loads -10659 107 Central Cooling Coil -10659 109 Central Heating Coil -0 - >>Total Conditioning -10659 109 Key: Positive values are clg loads Negative values are htg loads Hourly AnalYsis Program v.4.3 DESIGN HEATING HEATING DATA AT DES HTG 06108/2007 09:45AM HEATING OA DB I WB -13.0 "F 1·13.4 "F Sensible Latent Details (BTU/hr) (BTU/hr) 84ft' -- 932 ft2 3383 - 0 ft' 0 - 84ft' 4100 - 0 ft' 0 - 60 te 1494 - 0 ft' 0 - 0 ft' 0 - 0 ft' 0 - 0 0 - 0 0 - 0 0 - 0 0 0 -0 0 -0 0 0% 0 0 -8976 0 -8946 0 0 0 - 0 0 - 0 0 - 765 CFM 0 - 30CFM 2089 0 765 CFM 0 - -0 - 0% 0 - -11036 0 -0 0 -11036 --11036 0 Positive values are htg loads Negative values are clg loads Page 1 of 1 Johnson-Carter Architects, P.C. 136 East Third Street, Suite B Rifle, CO 81650 (970) 625-0580 Plan analysis based on the 2003 International Building Code Project Number: 0612D-W Date: January 10, 2007 Project Name: Williams 8 person wet sleeper Address: Williams S3 TS5S R97W Contractor: PVCM Inc. Occupancy: R-4,B Construction: V-B Architect: Jeff Johnson Engineer: Oddo Engineering Report By: 2003 International Building NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by IHS Global 800-854-7179 FRONTAGE INCREASE: Perimeter of the entire building= 143.7 feet. Perimeter which fronts a public way or accessible open space Minimum width of public way or accessible open space = 28 Allowable area increased 31.03% for frontage increase. Sec. 506.2 83.7 feet. FL NAME occ MAX FLR AREA ALLOWED RATIO STATUS 1 Bunk Rooms R-4 ok 460 9172 0.05 ok 1 Non-habitable Area B ok 250 9172 0.03 ok TOTAL FOR FLOOR 710 9172 0.08 ok BUILDING TOTAL 710 9172 0.08 ok --Sec. 503, 504, 506 and Table 503 Allowable area and height calculations are based on the most restrictive use. Different uses are not separated by fire barriers. --Sec. 302.3.1 The actual height of this building is 12.5 feet. The maximum height of this building is 40.0 feet. --Table 503 Code review for: Project Id. : Williams 8 person wet sleeper Address: Williams S3 TS5S R97W PROPERTY DESCRIPTION: Page # 2 North Side has a public way. -Distance to public way = 200.0 ,width 200. Exterior wall rating based on distance to center line of public way. --Sec. 702.1 FIRE SEPARATION DISTANCE East Side has a public way. -Distance to public way= 200.0 ,width 200. Exterior wall rating based on distance to center line of public way. --Sec. 702.1 FIRE SEPARATION DISTANCE South Side has building. -To building= 30.0 ,assumed property line 25.0 Exterior wall rating based on distance to assumed property line. --Sec. 704.3 and 702.1 FIRE SEPARATION DISTANCE West Side has building. -To building= 14.0 ,assumed property line 7.0 Exterior wall rating based on distance to assumed property line. --Sec. 704.3 and 702.1 FIRE SEPARATION DISTANCE occ BRG WALL R-4 0-hr B 0-hr EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 NORTH EAST SOUTH NON OPNG% BRG NON OPNG% BRG NON OPNG% BRG BRG UP/PR WALL BRG UP/PR WALL BRG UP/PR WALL 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 1-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 1-hr WEST NON BRG 1-hr 1-hr The exterior walls may be of COMBUSTIBLE material. --Sec. 602.5 Exterior walls are required to be fire-rated for exposure to fire: 1. From Both sides when fire separation is 5 feet or less. OPNG% UP/PR 10/25 10/25 2. On the interior side only when separation is greater than 5 feet. Sec. 704.5 up/pr =Maximum percent of openings in the exterior wall. Table 704.8 up -The maximum percent if all openings are unprotected. pr -The maximum percent if all openings are protected. If some are protected and some are not, then use formula in Sec. 704.8 Openings in lhr walls are required to be protected with 3/4 hour assemblies. --Sec. 704.12 and Sec. 715.4 Openings in walls required to be greater than 1hr are required protected with 1 1/2 hour assemblies. --Sec. 715.4 NL No fire protection requirements for openings. NP Openings are not permitted in this wall. Page # 3 Code review for: Project Id.: Williams 8 person wet sleeper Address: Williams S3 TSSS R97W Note: Unlimited unprotected openings are allowed in walls not required * to fire-resistant. --Table 704.8, Note: g. These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall and shall have noncombustible faces for the uppermost 18 inches. --Sec. 704.11 Exception 1: A parapet wall is not required when the wall is not required to be fire-resistive. Exception 2: A parapet wall is not required when the floor area is 1,000 sq.ft. or less. Exception 4: A parapet wall is not required on 1-hour fire-resistive exterior walls provided: ELEMENT 4.1 Where roof/ceiling framing are parallel to the wall, framing and support shall be not less than 1-hour fire-resistive for a minimum width of 4 feet from the inside of the exterior wall. 4.2 Where roof/ceiling framing are not parallel to the wall, the entire span of framing and support shall be not less than 1-hour fire-resistive. 4.3 Openings in the roof shall not be located within 5 feet of the exterior wall. 4.4 The entire building shall be provided with not less than a Class B roof covering. FIRE RESISTANCE RATINGS MATERIAL FOR BUILDING RATING ELEMENTS --Table 601 NOTES Structural Frame Any 0 hour Interior Bearing wall Any Interior nonbrg wall Any Floor/Ceiling Assembly Any Roof/Ceiling Assembly Any Stairs Any NOTES: 0 hour 0 hour 0 hour 0 hour None PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES --Sec. 712 Code review for: Project Id.: Williams 8 person wet sleeper Address: Williams S3 TS5S R97W WALLS ASSEMBLIES --Sec. 712.3 Through penetrations of walls: Page # 4 1. Penetrations shall be installed as tested in the fire resistance rated assembly. --Sec. 712.3.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating of not less than the required rating of the wall penetrated. --Sec. 712.3.1.2 Exception: Where penetrating items are steel, ferrous or copper pipes or steel conduits, the annular space between the and the penetrating item and the fire resistance rated wall shall be permitted to be protected as follows: 1. In concrete or masonry walls where the penetrating item is a maximum of 6 inches nominal diameter and the openings is a maximum 144 square inches, concrete, grout or mortar shall be permitted. 2. The material used to fill the annular space shall prevent the passage of flame and hot gasses sufficient to ignite cotton. Membrane penetrations of walls: The requirements are the same as for through penetrations. --Sec. 712.3.2 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separ·ated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Code review for: Project Id.: Williams 8 person wet sleeper Address: Williams S3 TS5S R97W Page # 5 FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES --Sec. 712.4 Through penetrations of fire-resistive horizontal assemblies: 1. Through penetrations shall be installed as tested in an approved fire resistance rated assembly. --Sec. 712.4.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating and a T rating of not less than 1 hour but not less than the required rating of the floor penetrated. --Sec. 712.4.1.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire -assemblies. Membrane penetrations of fire-resistive horizontal assemblies: The requirements are the same as for through penetrations. --Sec. 712. 4. 2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 144 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire- assemblies. 3. Sprinklers with metal escutcheon plates. DUCTS AND AIR TRANSFER OPENINGS ~-Sec. 716 Dampers shall be accessible for inspection and servicing. 716.4 Where required. --Sec. 716; 5 1. Fire walls. --Sec. 716.5.1 2. Fire barriers--Sec. 716.5.2 See exceptions 3. Shaft enclosures --Sec. 716.5.3 See exceptions 4. Fire partitions --Sec. 715.5.4 See exceptions 5. Smoke barriers --Sec. 715.5.5 (smoke damper) See exceptions Code review for: Project Id.: Williams 8 person wet sleeper Address: Williams S3 TSSS R97W DRAFTSTOPPING: Page # 6 If there is combustible construction in the roof/ceiling assembly, draftstopping shall be installed so that the area of concealed space does not exceed 3,000 square feet. --Sec. 717.4.3 Opening in the partitions shall be protected by self-closing doors with automatic latches constructed as required for the partitions. --Sec. 717.4.1.1 OCCUPANCY SEPARATIONS --Sec. 302.3.2 and Table 302.3.2 Uses are not separated by fire barriers. The construction of the building is based on the most restrictive use. --Sec. 302.3.1 SEPARATION OF INCIDENTAL USE AREAS--Table 302.1.1 Furnace rooms where any piece of equipment is over 400,000 BTU per hour input --1 hour Rooms with any boiler over 15 psi and 10 horsepower --1 hour Refrigerant machinery rooms --1 hour Incinerator rooms --2 hours NOTE: An automatic sprinkler system is require Storage rooms over 100 square feet --1 hour Waste and linen collection rooms over 100 square feet --1 hour Note: This list covers only the most common uses. See Table 302.1.1 for a complete list. EXIT REQUIREMENTS: FL NAME NUMB occ MIN MIN EXITS WIDTH PANIC CORRIDOR DOOR NOTES HDWR RATING SWING 1 Bunk Rooms 9 1 1.8 No N/A N/R 1 Non-habitable Area 0.0 No N/A N/R TOTAL FOR FLOOR 9 1 1.8 No N/A N/R 5 FOOTNOTES: 5. One exit is based on compliance with Section 1018.2, #3 6. One exit is based on compliance with Section 1018.2 and Table 1018.2 Code review for: Project Id.: Williams 8 person wet sleeper Address: Williams S3 TS5S R97W NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 Page # 7 Occupant load is based on Section 1004 and Table 1004.1.2 Exit width is in inches and based on Section 1005.1 & Table 1005.1 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress component-s. Width shown for other floors & basements is based on stairways. For the minimum width of doors, see Section 1008.1.1. For the minimum width of corridors, see Section 1016.2. For the minimum width of stairways, see Section 1009.1. Exits shall be continuous from the point of entry into the exit to the exit discharge. --Sec. 1003.6 BOLT LOCKS: Manually operated flush bolts and surface bolts are not permitted. --Sec. 1008.1.8.4 Exception 2: Where a pair of doors serves a storage or equipment room, manually operated edge-or surface-mounted bolts are permitted on the inactive leaf. LOCKS AND LATCHES: Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort. --Sec. 1008.1.8 Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 3: Where egress doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface-mounted hardware. Code review for: Project Id.: Williams 8 person wet sleeper Address: Williams S3 TSSS R97W ADDITIONAL DOORS: Page # 8 Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008.1 LANDINGS AT DOORS: 1. There shall be a floor. or landing on each side of a door. --Sec. 1008.1.4 2. Such floor or landing shall be at the same elevation on each side of the door. --Sec. 1008.1.4 3. The floor or landing shall not be more than 1/2 inch lower than the threshold. --Sec. 1008.1.6 4. Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. --Sec. 1008.1.5 5. The space between two doors in series shall be 48 inches plus the width of door swinging into the space. --Sec. 1008.1.7 EMERGENCY ESCAPE AND RESCUE: Sleeping rooms, including those within basements, shall have at least one exterior emergency escape and rescue opening. Such openings shall open directly into a public street, public alley, yard or court. --Sec. 1025.1 Exception 2: An exterior opening is not required in sleeping rooms provided with a door to a fire resistance rated corridor having access to two remote exits in opposite directions. Emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet. --Sec.1025.2 Exception: The minimum clear opening on the ground level is 5.0 square feet. The minimum net clear opening height shall be 24 inches. The minimum net clear opening width shall be 20 inches. --Sec. 1025.2.1 Openings shall have the bottom of the clear opening not greater· than 44 inches measured from the floor. --Sec. 1025.3 Emergency escape and rescue window openings shall be operational from the inside without the use of keys or tools. Bars, grills, grates must not reduce the required clear area and be openable without the use of a key, tool or force greater than normal operation. --Sec. 1025.4 Code review for: Project Id.: Williams 8 person wet sleeper Address: Williams S3 TSSS R97W STAIR REQUIREMENTS: Stairways: Page # 9 1. The riser heights shall not be less than 4 inches or greater than 7 inches. The minimum tread depth is 11 inches. --Sec. 1009.3 The maximum variation is 3/8 inch between the largest and the smallest in a stairway flight. --Sec. 1009.3 2. The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 50. --Sec. 1009.1 Also, check exit table above to see if minimum width is greater than 44 inches. 3. Provide a handrail on each side of stairways. --Sec. 1009.11 Handrail height, measured above stair tread nosing, shall be not less than 34 inches and not more than 38 inches. --Sec. 1009.11.1 Handrails with a circular cross section shall have an outside diameter of at least 1 1/4 inches and not greater than 2 inches or shall provide equivalent graspability. --Sec. 1009.11.3 Handrail-gripping surfaces shall be continuous without interruption by newel post or other obstructions. --Sec. 1009.11.4 Handrails shall return to a wall, guard or the walking surface or shall be continuous to the handrail of an adjacent stair flight. Where handrails are not continuous between flights, the handrails shall extend horizontally at least 12 inches beyond the top riser top riser and continue to slope for the depth of one tread beyond the bottom riser. --Sec. 1009.11.5 4. Open sides of walking surfaces which are located more than 30 inches above the floor or grade below are required to have a guard. --Sec. 1012.1 5. The minimum height of guard is 42 inches. --Sec. 1012.2 6. Open guards shall have balusters or ornamental pattern such that a 4-inches diameter sphere cannot pass through any opening up to a height of 34 inches. From a height of 34 inches above the adjacent walking surface to 42 inches above the walking surface, a sphere 8 inches in diameter shall not pass. --Sec. 1012.3 Exception 1. The triangular opening formed at the riser, tread and guardrail may be 6 inches. 7. The minimum headroom clearance is 80 inches (6 ft.-8 inches.) measured vertically from a line connecting the edge of the nosing. Headroom shall be contin~ous to the point where the line intersects the landing below. The minimum clearance shall be maintained the full width of the stairway and landing. --Sec. 1009.2 8. Enclosed usable space under the stairs is required to be protected by 1-hour fire-resistive construction or the fire-resistance rating of the stairway enclosure, whichever is greater. --Sec. 1019.1.5 9. A flight of stairs shall not have a vertical rise greater than 12 feet between floor levels or landings. --Sec. 1009.6 Page # 10 Code review for: Project Id.: Williams 8 person wet sleeper Address: Williams S3 TSSS R97W 2. The openings into the exit enclosure are required to be 1 hour fire assemblies. --Table 715.3 Openings into enclosure are limited to those necessary for exit access to the enclosure from normally occupied spaces and for egress from the enclosure. --Sec. 1019.1.1 Doors shall be self-closing or automatic closing. --Sec. 715.3. 7 3. Exit enclosure must discharge directly to the exterior of the building. --Sec. 1023.1 Exception 1: 50 percent of the number and capacity may exit through areas on the level of discharge provided all of the following .are met: 1.1 There is a free and unobstructed way to the exterior that is readily visible and identifiable form the exit enclosure. 1.3 The egress path from the enclosure and all portions of the level of discharge with access to the egress path are protected with an automatic sprinkler system or separated from the egress path as required for an exit enclosure. Exception 2: 50 percent of the number and capacity may exit through a vestibule provided all of the following are met: 2.2 The depth from the exterior of the building is not greater than 10 feet and the length is not greater than 30 feet. 2. 3 The vestibule is separated from the r·emainder of the level of exit discharge by construction providing at least the equivalent of approved wired glass in steel frames. 2.4 The vestibule is used only for means of egress and exits directly to the outside. 4. The walls and soffits within enclosed usable spaces under stairways shall be protected by 1 hour fire resistant construction. Access to the enclosed usable space shall not be directly from within the stair enclosure. --Sec. 1019.1.5 --Sec. 1019.5 EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group R is 200 feet. The maximum travel distance in Group B is 200 feet. Table 1015.1 Table 1015.1 Code review for: Project Id.: Williams 8 person wet sleeper Address: Williams S3 TS5S R97W BUILDING ACCESSIBILITY Page # 11 1. In addition to accessible entrances required by Sections 1105.1.1 through 1105.1.6, at least 50 percent of all public entrances shall be accessible. --Sec. 1105.1 2. At least one accessible entrance shall be provided to each tenant, dwelling unit and sleeping unit in a facility. --Sec. 1105.1.6 3. Where parking is provided, accessible parking spaces hall be provided in compliance with Table 1106.1 --Sec. 1106.1 4. At least one accessible route shall connect each accessible level. --Sec. 1104.4 See exceptions. 5. Accessible routes shall coincide with or be located in the same area as a general circulation path. Where the circulation path is interior, the accessible route shall also be interior. --Sec. 1104.5 6. On floors where drinking fountains are provided, at least 50 percent, but not less than one fountain shall be accessible. --Sec. 1109.5 ROOFING REQUIREMENTS: 1. The roofing on this building is required to be Class C. --Table 1505.1 Roofing may be of No. 1 cedar or redwood shakes and No. 1 shingles. --Exception c AUTOMATIC SPRINKLER SYSTEMS --Sec. 903 An automatic sprinkler system is required in fire areas containing an R-occupancy. --Sec. 903.2. 7 STANDPIPE AND HOSE SYSTEMS --Sec. 905 A standpipe system is not required. Code review for: Project Id.: Williams 8 person wet sleeper Address: Williams S3 TSSS R97W SMOKE ALARMS Page # 12 1. Provide a smoke alarm in each room used for sleeping and on wall or ceiling outside outside of bed rooms. --Sec. 907.2.10.1.2 2. Provide a smoke detector on all stories. --Sec. 907.2.10.1.2 3. If there is a basement, provide a smoke detector in the basement. --Sec. 907.2.10.1.2 Smoke detectors shall receive their primary power from the building wiring and shall be equipped with a battery backup. --Sec. 907.2.10.2 Where more than one smoke alarm is required, smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms. --Sec. 907.2.10.3 LIGHT AND VENTILATION 1. Every space intended for huma.n occupancy shall be provided with natural light. The minimum net glazed area shall not be less than 8% of the floor area. --Sec. 1205.1 and 1205.2 Any r.oom is permitted to be considered as a portion of an adjoining room where one half of the area of the common wall is open and unobstructed and provided not less than one tenth of the floor area or 25 square feet, whichever is greater. --Sec. 1205.2.1 Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles over the ar:·ea of the room at a height of 30 inches above the floor. --Sec. 1205.3 2. Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. --Sec. 1203.4 The minimum openable area to the outdoors shall be 4 percent of the floor area. --Sec. 1203.4.1 Any room is permitted to be considered as a portion of an adjoining room where unobstructed openings are provided that have an area not less than 8% of the floor ar:ea of the interior room but no less than 25 square feet. --Sec. 1202.3.1.1 When openings are below grade, clear space measured perpendicular to the opening shall be one and one half times the depth of the opening. --Sec. 1203.4.1.2 3. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. --Sec. 1203.4.2.1 CEILING HEIGHTS: Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. --Sec. 1208.2 Code review for: Project Id.: Williams 8 person wet sleeper Address: Williams 33 TS5S R97W WALL AND CEILING FINISH: Page # 13 1. Wall and ceiling finish materials are required to comply with Sec. 803.5 and Table 803.5. 2. Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803.6.1.1 or 803.6.1.2. --Sec. 803.6.1 3. Carpet and similar textile materials used as a ceiling shall have a Class A flame spread index and be protected by automatic sprinklers. --Sec. 803.6.2 4. Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. --Sec. 803.7 5. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 6 inches. --Sec. 1210.1 6. Walls within 2 feet of urinals and water closets shall have a smooth, hard nonabsorbent surface, to a height of 4 feet above the floor. --Sec. 1210.2 INSULATION NOTES: 1. Insulating materials shall have a flame-spread rating of no more than 25 and a smoke developed index of not more than 450. --Sec. 719.2 (concealed installation) and Sec. 719.3 (exposed installation) 2. Where such materials are installed in concealed spaces, the flame spread and smoke developed limitations do not apply to facings, coverings and layers of reflective foil that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. --Sec. 719.2.1 Foam plastic insulations are required to be protected. --Sec. 2603 ADDITIONAL REQUIREMENTS: For R-4 occupancy For B occupancy Code review for: Project Id.: Williams 8 person wet sleeper Address: Williams S3 TSSS R97W ACCESSIBLE FACILITIES: Page # 14 NOTE: Except as noted, section numbers listed below are from ICC/ANSI A117.1-1998 WATER FOUNTAINS AND WATER COOLERS.: Accessible units must comply l<i th the following: 1. Spout is to be within 36 inches of the floor. --Sec. 602.4 2. Spout arranged for parallel approach shall be located 3 1/2 inches maximum from the front edge. Units with a forward approach shall have the spout 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit. --Sec. 602.5 3. Spouts shall provide a flow of water 4 inches height minimum. --Sec. 602.6 TOILET FACILITIES: 1. A 60 inch diameter turning space or T-shaped space is required in the toilet room. --S~c. 603.2.1 and 304.3 Doors shall not swing into the clear floor space for any fixture. 603.2.3 See exception for rooms used for individual use. 2. Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 16 to 18 in. Sec. 604.2 3. When the accessible water closet is not in a compartment: Clearance around the water closet shall be 60 inches minimum, measured perpendicular to the side wall, and 56 inches minimum, measured perpendicular to the rear wall. --Sec. 604.3.1 4. When the accessible water closet is in a compartment: Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep for floor mounted water closets, measured perpendicular to the rear wall. --Sec. 604.8.1.1 Compartment doors shall not swing into the minimum required compartment area. --Sec. 604.8.1.2 Page # 15 Code review for: Project Id.: Williams 8 person wet sleeper Address: Williams S3 TSSS R97W 5. Grab bars shall have a circular cross section with a diameter of 1 1/4 inch minimum and 2 inches maximum, or shall provide equivalent graspability. --Sec. 609.2 The space between the wall and the grab bar shall be 1 1/2 inches. Sec. 609.3 Grab bars shall be mounted in a horizontal position 33 inches minimum and 36 inches maximum above the floor. --Sec. 609.4 a. Side wall grab bars are required to start within 12 inches of the backwall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) --Sec. 604.5.1 b. The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. --Sec. 604.5.2 6. The top of the water closet seats shall be 17 to 19 inches above the floor. --Sec. 604.4 7. Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. Sec. 605.2 8. Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor. --Sec. 606.3 9. Sinks shall be 6 1/2 inches deep maximum. --Sec. 606.5 10. Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. --Sec. 606.6 11. Mirrors shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor. --Sec. 603.3 FIXTURE COUNT NAME 1st. floor Bunk Rooms Ratio = 1 per Non-habitable TABLE: Area Ratio = 1 per ____ TOTAL FOR FLOOR BUILDING TOTAL NUMBER DCC 9 RATIO WATER CLOSETS M/F MALE FEMALE 50/50 1 1 10 10 50/50 0 0 1 1 1 1 LAVS TUB DRINKING M F SHOWER FOUNTAIN 1 1 0 1 10 10 100 0 0 0 0 1 1 0 1 1 1 0 1 International Plumbing Code Section 403 and Table 403.1 In each bathroom or toilet room, urinals shall not be substituted for more than 67 percent of the required water closets. --IPC Sec. 419.2 Code review for: Project Id.: Williams 8 person wet sleeper Address: Williams S3 TSSS R97W Page # 16 NOTE: The number of fixtures for a floor may not match total number of fixtures per area. The number of fixtures for the building may not match the total for the floors. The number of fixtures for each area and floor are rounded up to the next whole number. Totals are not rounded up until the total is obtained. If the fixtures only serve an area, use number shown for each area. If the fixtures serve an entire floor or building, use number shown for totals. Code review for: Project Id.: Williams 8 person wet sleeper Address: Williams S3 TS5S R97W GLAZING REQUIREMENTS Page# 17 All glazing in hazardous locations is required to be of safety glazing material. --Sec. 2406.1 Locations: Sec. 2406.3 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding patio door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface. 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Exception: Panels where there is an intervening wall or other permanent barrier between the door and glazing. 7. Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. See Exceptions. 8. Glazing in guards and railings regardless of the area or height above a walking surface. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following are present: 9.1 The bottom edges of the glazing on the pool or spa side is less than 60 inches above the walking surface. 9.2 The glazing is within 60 inches of the water's edge. 10. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walkihg surface when the glass is less than 60 inches above the plane of the walking surface. 11. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass is less than 60 inches above the nose of the tread. See Exceptions. '\ ~;111.1.1 STATE OF COLORADO FACTQRY BUILT NON RESIDENTIA.L AfPLICATION F'ft the wkii•JI,JJCIIIfon• Not IVbltef rc. ruurn April 2'00$ 'larn Strttr Addreu: Pl•,att.o. Numb·u, PII ~ravco Modular Structures 1507-8 Street, Nisku, Alberta. 4205 , Planl M.Ufat Addrtt.S: Pfaor Tdrpho.a: __,;=~~-- 1507 -8 Street 78Q...2.,li.-7.d.3.!!:66~---- Nisku, Alberta, Canada PAX No.: (789, 955-8..::.9.;:;.3.;;.8 ____ _ T 7S7 CoaunP•~~~~ Telephoa~ No. ~ Mike Palme; I General Manager (780) 955-7366 Ttkp"-No.: ~&,Q 955-3555 #236 FAXNO. (]&o.....9.i.5.;;;;-...,8J.~;8611-'6"------ Ni.,lnt. Al'-•• 1ada Ill :Z003 J.Code ColllpliaDt Live RaofLuad 100 psi' Floor Dl!lip Load 40 pllf Fire . • Exterior W.OSM tn 16 .m.Fioor 10 ain Cellilll!_ 50 aiD Wiad Desio Pressure· 30 -· mpb FI!E SCIIEDULit TOTAL AMOUNT vv IL.{. I A-M.S · lOOT ACE Amlu:d RepcraliM ree(-bc a-mpaaied by -/upclaled QC Muall) (-•l<oplts· --3 topla) Model Name/No. -31256620043 SR~125-6620044 Fte C-for I'IM ~a Ualr SW1256620045 --~ _... ....... ,_iadic:oled ..,..., KS1256620046 SI)l256620047 rlllD Afllll1ll':d ,.,.. ~ 8 person Wet Sleeper (lllinimHil sets .. •ytmq• 3 HIS) 4' 1-17 $1,029.25 SW126bpt:opi:>1: . '] ci """·-· ~·; Addlllonol Pill Set • SILl ..... ft. .JUL Ck-"; I 2 3 2007 Mlal8&1• 1ft Iff' PIN Approtals • Slaat ){);) I DiViSion cf Hou 5 ;r1g i Pia• RI!Yld .... s 1.10/Jq. ft. . -------.. . Plu AtJp,...ll Nlllllblr: - Miaimam Fee for f'lu He'"~. S50.0I ewell L-f7 'f S .· I I . T!JIAL .M'iOl'l'IT ~~~IIJIT'lED $1,029.25 tlq'lllf'.S: t I I 1-:c--D? g-· .,ANLIFACIVRER CERTIFISS !hoc only appn.M:d "'"ipmem ond-wiH be used and the inmllationuhall be made in oeamluncc with -.vl!d plonnnd :pplicallle<Od:somlpromionsoflh•CulondoDl-ofHor~Jlns, Mtoo&cru,.,.qr-IDin-plmuimpectianoflllliBmaodlicnmdqnderlheabovcpllllleppr<vtl. 'pplicmion wll be madeioronol imipi; aiTillod ID Qc:h llcuJry balk noa n::sidendal thai is subject 10 CoJorodo SIIIUIOS and Wlticl\ U monuiactural or is 10 bo 1old "offer«! tor ,.1c in me Swe ofCulorodb. OIV. OF HOUSING, I 3 I J SHERMAN STREET. RM 3! I, DENVER, CO 80203 (303) 866-1616 FAX 866-3072 AC (alternative construction) INSPECTION HEQUIRED NOTICE The following is based on information provided to the Codes Section and may be modified based on the actual findings of the field inspection. DATE: MANUFACTURER: PTI:_ -r/2../.lA)tO ID NO i-f "dO 5 CONTACT: (b.I.KE_ DA-UI/\,fe~ FAXNO. 71fb-'15:$-ff{!,&, MODELNO_: __ _vk~l~t~L~-L~l~fr~AA~-~S~ PIA NO. lf7~S INSPECTION REQUIREMENTS \lenF-y t...oC.o\-L. Fl!U::. OEPA--/?.:--,.M€Air NJD /&e. SrA-"fl;: &t~ MA¢MfAL I~ R!Cutli:.Wt/J&-A-ND ft.?ttJI!Jt'r Vp/4t=:Y Af,L d!Ef/M/..S ,;;>,;f= £~-:s:> ~:'tltf)~ /'~&cl/.(1£ A-C!.~ pEitJ.r.VG-o~· ?d." /(!:1/;EA.J .a_.tlEAI££) :;;:p r~v p£.a S'~7&Ai /P& 'if', 1./ ~ 3 -7'.&1!. . A copy of this Notice must be included with the ins·:allation instructions and shipped with the home. Please direct questions to Todd Anderson, DOH Engineer,@ 303-366-4657. Generated by REScheck-Web Software Compliance Certificate Project Title: PTI Modular Structure -Unit 2A Report Date: 08/31/07 Energy Code: Location: Construction Type: Glazing Area Percentage: Heating Degree Days: Construction Site: Williams Meeker, Colorado Permit Date: 8~29-07 Compliance· Passes 20031ECC Meeker, Colorado Multifamily 5% 8658 Owner/Agent Colorado Compliance: 36.9% Better Than Code Maximum UA: 244 Your UA: 154 Designer/Conlractor: Mechtric Engineering 5317 CR 154 Glenwood Springs, Colorado 81601 970-384-2009 jgrebe@mechtric.net Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Flaf or Scissor Truss: All-Wood Joist/Rafterrrruss Wood Frame, 16in. o.c.: Wood Frame, Any Spacing Door 1: Solid Window 1: Vinyl Frame, Double Pane Wood Frame, 16in. o.c.: Wood Frame, Any Spacing Window 2: Vinyl Frame, Double Pane Wood Frame, 16in. o.c.: Wood Frame, Any Spacing Window 3: Vinyl Frame, Double Pane Wood Frame, 16in. o.c.: Wood Frame, Any Spacing Door 2: Solid Floor1: All-Wood JoisUTruss over Outside Air Furnace 1: Forced Hot Air (Non~Eiectric)82 AFUE Air Conditioner 1: Electric Central Air13 SEER Perimeter U-Factor 616 20.0 1.2 560 20.0 1.2 40 0.250 43 0.250 110 20.0 1.8 14 0.400 110 20.0 1.8 14 0.40(} 560 20.0 1.2 40 0.250 616 40.0 1.2 28 28 10 11 5 6 5 6 30 10 15 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the penni! application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Project Notes: Sleeeper Project Title: PTI. Modular Structure -Unit 2A Data filename: Signature Date Page 1 of 4 Report daie: 08/31/07 Generated by REScheck-Web Software Inspection Checklist Date: 08/31/07 Ceilings: 0 Flat or Scissor Truss: AU-Wood JoisURafterffruss, R-20.0 cavity+ R-1.2 continuous insulation Comments: ________________________________________________________________________________ __ Above-Grade Walls: 0 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing, R-20.0 cavity+ R-1.2 continuous insulation Comments: ________________________________________________________________________________ __ 0 .Wood Frame, 16in. o.c.: Wood Frame, Any Spacing, R-20.0 cavity+ R-1.8 continuous insulation Comments:------------------------------~--------------------------------------~---------- 0 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing, R-20.0 cavity+ R-1.8 continuous insulation Comments: ________________________________________________________________________________ __ 0 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing, R-20.0 cavity+ R-1.2 continuous insulation Comments: ---------------------------------------------------------------------------------- Windows: 0 Window 1: VInyl Frame, Double Pane, U-factor: 0.250 For windows without labeled U-factors, describe features: #Panes __ Frame Type-------------Thermal Break? __ Yes __ No Comments; ---------------------------------------------------------------------------------- 0 Window 2: Vinyl Frame, Double Pane, U~factor: 0.400 For windows without labeled U~factors, describe features: #Panes __ Frame Type _____________ Thermal Break? __ Yes __ No Comments:---------------------------------------------------------------------------------- 0 Window 3: Vinyl Frame, Double Pane, U-factor: 0.400 For windows without labeled U-factors, describe features: #Panes __ Frame Type-------------Thermal Break? __ Yes __ No Comments: ---------------------------------------------------------------------------------- Doors: 0 Door 1: Solid, U-factor: 0.250 ~omments:---------------------------------------------------------------------------------- 0 Door 2: Solid, U-factor. 0.250 Commenffi: ---------------------------------------------------------------------------------- Floors: 0 Floor1: All-Wood JoisVTruss over Outside Air, R~40.0 cavity + R-1.2 continuous insulation .Comments: --------------------------------------------------------------------------------- Heating and Cooling Equipment: 0 Furnace 1: Forced Hot Air (Non-Electric): 82 AFUE or higher Make and Model Number: ______________________________________________________________________ __ Q.~~~_Con~i!!gner_1:_l:lectric Central Air: 13 SEE~--~I.J]_i£~~-r .. _ Project Title: PTI Modular Structure~ Unit 2A Data filename: Page 2 of 4 Report date: 08/31/07 Make and Model Number:------------------------------------ Air Leakage: 0 Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. 0 Recessed lights are 1) Type IC rated, or 2) installed inside a~ appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, fixtures are installed with a 3" clearance from insulation. Skylights: 0 Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: 0 . Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: 0 Materials and equipment are installed in accordance with the manufacturer's installation instructions. 0 Materials and equipment are identified so that compliance can be determined. 0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 0 Insulation R-values, glazing U-factors, and healing equipment efficiency are clearly marked on the building plans or specifications. 0 Insulation is Installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value witho~t compressing the insulation. Duct Insulation: 0 Supply ducts in unconditioned attics or outside the building are insulated to R-11. 0 Return ducts in unconditioned attics or outside the building are insulated to R-6. 0 Supply ducts in unconditioned spaces are insulated to R-11. 0 Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts In basements. 0 Where exterior walls are used as plenums, the wall is insulated to R-11. Duct Construction: 0 Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. 0 All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 1818. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts oPerating at less than 2 in. w.g. (500 Pa). 0 The HVAC system provides a means for balancing air and water systems. Temperature Controls: 0 Thermostats exist for each dwelling unit (non-dwelling areas must have one thermostat for each system or zone). A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each room is provided. Electric Systems: 0 Separate electric meters exist for each dwelling unit. Service Water Heating: 0 Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. 0 Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: 0 Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: 0 All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: 0 HVAC piping conveying fluids above 105 degrees For chilled fluids below 55 degrees Fare insulated to the levels in Table 2. Project Title: PTI Modular Structure -Unit 2A Data filename: Page 3 of 4 Report date: 08/31/07 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Heated Water Temperature (°F) 170-180 140-169 100-139 Insulation Thickness In Inches by Pipe Sizes Non·Circulatlng Runouts Up to 1" Up to 1.25" 0.5 1.0 0.5 0.5 0.5 0.5 Circulating Mains and Runouts 1.5" to 2.0" Over 2" 1.5 1.0 0.5 2.0 1.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Range('F) Insulation Thickness In Inches by Pipe Sizes Piping System Types Heating Systems Low Pressureffemperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant and Brine 201-250 106-200 Any 40-55 Betow40 NOTES TO FIELD: (Building Department Use Only) Project Title: PTI Modular Structure ·Unit 2A Data filename: 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" 1.0 1.5 0.5 1.0 1.0 1.0 0.5 0.5 1.0 1.0 1.5 1.0 1.5 0.75 1.5 2.0 1.5 2.0 1.0 1.5 Page 4 of 4 Report date: 08/31/07 Generated by REScheck-Web Software Compliance Certificate Project Title: PTI Modular Structure -Units 3A,4A,5A Report Date: 08/31/07 Energy Code: Location: Construction Type: Glazing Area Percentage: Heating Degree Days: Construction Site: Williams Meeker, Colorado Permit Date: 8-29-07 Compliance Passes 20031ECC Meeker, Colorado Multifamily 2% 8658 Owner/Agent: Colorado Compliance: 33.3% Better Than Code Maximum UA: 237 Your UA: 158 Designer/Contractor: Jeff Grebe Mechtrlc Engineering 5317 C.R. 154 Glenwood Springs, Colorado 81601 970-384-2009 Jgrebe@mechtric.net Gross Cavity Cont. Glazing UA Assembly Area or R-Vatue R-Value or Door Perimeter U-Factor Flat or Scissor Truss: All-Wood Joist/Rafter/Truss_ 616 20.0 1.2 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing 560 20.0 1.2 Door 1: Solid 40 0.250 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing 110 20.0 1.8 Wi~dow 1: VInyl Frame, Double Pane 14 0.500 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing 110 20.0 1.8 Window 2: Vinyl Frame, Double Pane 14 0.500 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing 560 20.0 1.2 Door 2: Solid 40 0.250 All-Wood JoisVfruss Over Outside Air: All-Wood Joistffruss over 616 20.0 1.2 Uncond. Space Fur,nace 1: Forced Hot Air (Non-Eiectric)80 AFUE Air Conditioner 1: Electric Central Air11 SEER 28 30 10 5 7 5 7 30 10 26 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 20031ECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Project Notes: Sleeeper Units 3A, 4A, 5A Project Title: PTI Modular Structure -Units 3A,4A,5A Data filename: Signature Date Page 1 of 4 Report date: 08/31/07 Generated by REScheck-Web Software Inspection Checklist Date: 08/31/07 Ceilings: 0 Flat or Scissor Truss: All~Wood Joist/Rafter/Truss, R·20.0 cavity+ R-1.2 continuous insulation Comments: ________________________________________________________________________________ __ Above-Grade Walls: 0 Wood Frame, 16in. o.c.; Wood Frame, Any Spacing, R-20.0 cavity+ R-1 .2 continuous insulation Comments: ________________________________________________________________________________ __ 0 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing, R-20.0 cavity+ R-1.8 continuous insulation Comments: ________________________________________________________________________________ __ 0 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing, R-20.0 cavity+ R-1 .8 continuous insulation Comments: ________________________________________________________________________________ __ 0 Wood Frame, 161n. o.c.: Wood Frame, Any Spacing, R-20.0 cavity+ R-1.2 continuous insulation Comments: ________________________________________________________________________________ __ .Windows: 0 Window 1: Vinyl Frame, Double Pane, U-factor: 0.500 For windows without labeled U-factors, describe features: #Panes--Frame Type-------------Thermal Break? __ Yes __ No Comments: ----------------------------~---------------------------------------------------- 0 Window 2: VInyl Frame, Double Pane, U-factor: 0.500 For windows without labeled U-factors, describe features: #Panes __ Frame Type-------------Thermal Break? ___ Yes ___ No Comments: ________________________________________________________________________________ _ Doors: 0 Door 1: Solid, U-factor: 0.250 Comments: ---------------------------------------------------------------------------------- 0 Door 2: Solid, U-factor: 0.250 Comments: --------------------------------------------------------------------------------- Floois: 0 All-Wood JoisUTruss Over Outside Air: AU-Wood JoisUTruss over Uncond. Space, R-20.0 cavity + R-1.2 continuous insulation Comments:---------------------------------------------------------------------~--------- Heating and Cooling Equipment: 0 Furnace 1: Forced Hot Air (Non-Electric): 80 AFUE or higher Make and Model Number: ----------------------------------------------------------------------- 0 Air Conditioner 1: Electric Central Air: 11 SEER or higher Make and Model Number:----------------------------------------------------------------------- Air Leakage: 0 Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. 0 Recessed lights are 1) Type rc rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from ---~--.29_1_!1busti~le materials. If non-IC rated, fixtur~~Jl.~ ins_~!ed wl!_~_~l,:__cle<!_r?nce fro_~l~Jation. ___ .. ---·----·---------.---- Project Thle: PTI Modular Structure -Units 3A,4A,5A Data filename: Page 2 of 4 Report date: 08/31/07 Skylights: 0 Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19, Vapor Retarder: 0 Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: 0 Materials and equipment are installed in accordance with the manufacturer's installation instructions. 0 Materials and equipment are identified so that compliance can be determined. 0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 0 Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications. 0 Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-vaJue without compressing the insulation. Duct Insulation: 0 Supply ducts in unconditioned attics or outside the building are insulated to R-11. 0 Return ducts in unconditioned attics or outside the building are insulated to R-6. 0 Supply ducts in unconditioned spaces are insulated to R-11. 0 Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. 0 Where exterior walls are used as plenums, the wall is insulated to R-11. Duct Construction: 0 Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. 0 All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fahric, or tapes. Tapes and mastics are rated UL 181A or UL 1818. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at Jess than 2 in. w.g. (500 Pa). 0 The HVAC system provides a means for balancing air and water systems. Temperature Controls: 0 Thermostats exist for each dwelling unit (non-dwelling areas must have one thermostat for each system or zone). A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each room is provided. Electric Systems: 0 Separate electric meters exist for each dwelling unit. Service Water Heating: 0 Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. 0 Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: 0 Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: 0 All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a lime clock. Heating and Cooling Piping Insulation: 0 HVAC piping conveying fluids above 105 degrees For chilled fluids below 55 degrees Fare insulated to the levels in Table 2. Project Title: PT! Modular Structure -Units 3A,4A,5A Data filename: Page 3 of 4 Report date: 08/31/07 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Heated Water Temperature ("F) 170-180 140-169 100-139 Insulation Thickness In Inches by Pipe Sizes Non-Circulating Runouts Up to 1" Up to 1.25" 0.5 0.5 0.5 1.0 0.5 0.5 Circulating Mains and Runouts 1.5" to 2.0" Over 2" 1.5 1.0 0.5 2.0 1.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Range(°F) Insulation Thickness in Inches by Pipe Sizes Piping System Types Heating Systems Low Pressureffemperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant and Br1ne 201-250 106-200 Any 40-55 Below40 NOTES TO FIELD: (Building Department Use Only) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" tq 4" 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 -... ---------·--·------·-----------------------···------........... -... ------···--"·------·----·-·····-------···------.. .. Project Title: PTI Modular Structure ~ Units 3A,4A,5A Data filename: Page 4 of 4 Report date: 08/31/07 Generated by REScheck-Web Software Compliance Certificate Project Title: PTI Modular Structure -Unit 6A Report Date: 08131107 Energy Code: Location: Construction Type: Glazing Area Percentage: Heating Degree Days: Construction Site: Williams Meeker, Colorado Permit Date: 8-29-07 Compliance: Passes 20031ECC Meeker, Colorado Multifamily 4% 8658 Owner/Agent: Colorado Compliance: 32.4% Better Than Code Maximum UA: 253 Your UA: 171 Designer /Con tractor: Jeff Grebe Mechtric Engineering 5317 CR 154 Glenwood Springs, Colorado 81601 970-384-2009 jgrebe@mechtric.net Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Va!ue or Door Perimeter U·Factor Flat or Scissor Truss: All-Wood JolsVRafter!Truss 616 20.0 1.2 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing 560 20.0 1.2 Door 1: Solid 40 0.250 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing 110 20.0 1.8 Window 1: Vinyl Frame, Double Pane 14 0.500 Wo,od Frame, 16in. o.c.: Wood Frame, Any Spacing 110 20.0 1.8 Window 2: Vinyl Frame, Double Pane 14 0.500 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing 560 20.0 1.2 Door 2: Solid 40 0.250 Window 3: Vinyl Frame, Double Pane 28 0.500 Floor1: All-Wood Joist/Truss over Uncond. Space 616 20.0 1.2 Furnace 1: Forced Hot Air (Non-Eiectrlc)80 AFUE Air Conditioner 1: Electric Central Air11 SEER 28 30 10 5 7 5 7 29 10 14 26 Compliance Statement: The proposed bui!ding design described here is consistent w'1th the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in RES check-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Project Notes: Sleeeper Units 6A Project Title: PTI Modular Structure -Unit 6A Data filename: Signature Date Page 1 of 4 Report dale: 08131107 Generated by REScheck-Web Software Inspection Checklist Date: 08/31/07 Ceilings: 0 flat or Scissor Truss: AU-Wood Joist/Rafter/Truss, R-20.0 cavity + R-1.2 continuous insulation Comments; __________________________________________________________________ ~~---------- Above-Grade Walls: 0 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing, R-20.0 cavity+ R-1.2 continuous insulation Comments: ______________________________________________________________________________ __ 0 _Wood Frame, 16in. o.c.: Wood Frame, Any Spacing, R-20.0 cavity+ R-1.8 continuous insulation Comments: --------------------------------------------------------------------~--------- 0 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing, R-20.0 cavity+ R-1.8 continuous insulation Comments; ______________________________________________________________________________ __ 0 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing, R-20.0 cavity+ R-1.2 continuous insulation Comments: _______________________________________ ~------------------------------- Windows: 0 Window 1: Vinyl Frame, Double Pane, U-factor: 0.500 For windows without labeled U-factors, describe features: #Panes __ Frame Type Thermal Break? __ Yes __ No Comments: ______________________________________________________________________________ __ 0 'Window 2: Vinyl Frame, Double Pane, U~factor: 0.500 For windows without labeled U·factors, describe features: #Panes __ Frame Type------------Thermal Break? __ Yes __ No Comments; ______________________________________________ ~------------------------------- 0 Window 3: Vinyl Frame, Double Pane, U·factor: 0.500 For windows without labeled U·factors, describe features: #Panes __ Frame Type ____________ Thermal Break? __ Yes __ No Comments: ______________________________________________________________________________ __ Doors: 0 Door 1: Solid, u.factor: 0.250 Comments: ______________________________________________________________________________ _ 0 Door 2: Solid, U·factor: 0.250 Comments: ______________________________________________________________________________ __ Floors: 0 Floor1: All· Wood Jbist'Truss over Uncond. Space, R·20.0 cavity+ R~1.2 continuous insulation Comments: ______________________________________________________________________________ __ Heating and Cooling Equipment: 0 Furnace 1: Forced Hot Air (Non·Eiectric): 80 AFUE or higher Make and Model Number:------------------------------------------------------------------------ g __ ~~Cond~t.!?neEJ:. Electric Central Air~_1 __ 1_~~~~~-':lig~~---___ _ Project Title: PTI Modular Structure -Unit 6A Daia filename: Page 2 of 4 Rep~rt date: 08/31/07 Make and Model Number:------------------------------------ Air Leakage: 0 Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. 0 Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, fixtures are installed with a 3" clearance from insulation. Skylights: 0 Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: 0 Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: 0 Materials and equipment are installed in accordance with the manufacturer's installation instructions. 0 Materials and equipment are identified so that compliance can be determined. 0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 0 Insulation R-values, glazing U-factors, and healing equipment efficiency are clearly marked on the building plans or specifications. 0 Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: 0 Supply ducts in unconditioned attics or outside the building are insulated to R-11. 0 Return ducts in unconditioned attics or outside the building are insulated to R-6. 0 Supply ducts in unconditioned spaces are insulated to R-11. 0 Return ducts in unconditioned spaces (except basements) are insulated to R·2. Insulation is not required on return ducts in basements. 0 Where exterior walls are used as plenums, the wall is insulated to R·11. Duct Construction: 0 Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. 0 All joints, seams, and CQJlnections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181 A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). 0 The HVAC system provides a means for balancing air and water systems. Temperature Controls: 0 Thermostats exist for each dwelling unit (non-dwelling areas must have one thermostat for each system or zone). A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each room is provided. Electric Systems: 0 Separate electric meters exist for each dwelling unit. Service Water Heating: 0 Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. 0 Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: 0 Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: 0 All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is frorp non-depletable sources. Pool pumps have a tlme clock. Heating and Cooling Piping Insulation: 0 HVAC piping conveying fluids above 105 degrees For chilled fluids below 55 degrees Fare insulated to the levels in Table 2. Project Title: PTI Modular Structure -Unit 6A Data filename: Page 3 of 4 Report date: 08/31/07 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Temperature rF) Non-Circulating Runouts Circulating Mains and Runouts 170-180 140-169 100-139 Up to 1" Up to 1.25" 0.5 0.5 0.5 1.0 0.5 0.5 1.5" to 2.0" 1.5 1.0 0.5 Table 2: Minimum Insulation Thickness for HVAC Pipes Over 2" 2.0 1.5 1.0 Fluid Temp. Range(" F) Insulation Thickness in Inches by Pipe Sizes Piping System Types Heating Systems Low Pressure/Temperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant and Brine 201-250 106-200 Any 40-55 Below 40 NOTES TO FIELD: (Building Department Use Only) Project Titre: PTI Modular Structure • Unit 6A Data filename: 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" 1.0 1.5 0.5 1.0 1.0 1.0 0.5 0.5 1.0 1.0 1.5 1.0 1.5 0.75 1.5 2.0 1.5 2.0 1.0 1.5" Page 4 of 4 Report date: 08/31/07 Generated by REScheck-Web Software Compliance Certificate \fo'?"\ Project Title: PTI Modular Structure • Sleeper Report Date: 08/31/07 Energy Code: Location: Construction Type: Glazing Area Percentage: Heating Degree Days: Construction Site: dilliams Meeker, Colorado Permit Date: 8·29-07 Compliance: Passes 20031ECC Meeker, Colorado Multifamily 4% 8658 Owner/Agent: Colorado Compliance: 30.3% Better Than Code Maximum UA: 244 Your UA: 170 Designer/Contractor: Mechtric Engineering 5317C.R.154 Glenwood Springs, Colorado 81601 970-384-2009 jgrebe@mechtric.net Gross Cavity Cont. Glazing UA Assembly Area or R-Valuc R-Valuo or Door Perimoter U-Fnctor Flat or Scissor Truss: All-Wood Joist/Rafter/Truss 660 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing 600 Vinyl Frame, Double Pane: Solid 57 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing 110 Wood Frame, 16in. o.c.; Vinyl Frame, Double Pane 110 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing 560 Solid: Vinyl Frame, Double Pane 40 All-Wood JolsVfruss Over Outside Air; Wood Frame, Any Spacing 660 Furnace 1: Forced Hot Air (Non-Eiectric)BO AFUE Air Conditioner 1: Electric Central Air11 SEER 20.0 1.2 20.0 1.2 20.0 1.8 20.0 1.8 20.0 1.2 20.0 1.2 30 3"1 0.500 29 6 6 30 0.250 10 28 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in RES check-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Project Notes: Sleeeper Units Project Title: PTI Modular Structure-Sleeper Data filename: Signature Date Page 1 of 4 Report date: 08/31107 Generated by REScheck-Web Software Inspection Checklist Date: 08/31/07 Ceilings: 0 Flat or Scissor Truss: AII·Wood Joist/Rafter/Truss, R-20.0 cavity+ R-1.2 continuous insulation Comments: ________________________________________________________________________________ __ Above-Grade Walls: 0 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing, R-20.0 cavity+ R-1.2 continuous insulation Comments: ________________________________________________________________________________ __ 0 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing, R-20.0 cavity+ R-1.8 continuous insulation Comments: ________________________________________________________________________________ __ D Wood Frame, 161n. o.c.: Vinyl Frame, Double Pane, R-20.0 cavity+ R-1.8 continuous insulation Commenffi: ________________________________________________________________________________ __ 0 Wood Frame, 16in. o.c.: Wood Frame, Any Spacing, R-20.0 cavity+ R-1 .2 continuous insulation Comments; ________________________________________________________________________________ __ Windows: 0 Vinyl Frame, Double Pane: Solid, U-factor: 0.500 For windows without labeled U-factors, describe features: #Panes __ ~rame Type-------------Thermal Break? __ Yes __ No Comments: ________________________________________________________________________________ __ Doors: D Solid; Vinyl Frame, Double Pane, U~factor: 0.250 Comments:---------------------------------------------------------------------------------- Floors: D All· Wood JoisVTruss Over Outside Air: Wood Frame, Any Spacing, R·20.0 cavity+ R-1.2 continuous insulation Comments:---------------------------------------------------------------------------------- Heating and Cooling Equipment: D Furnace 1: Forced Hot Air (Non·Eiectric): 80 AFUE or higher Make and ModeiNumber:------------------------------------------------------------------------ 0 Air Conditioner 1: Electric Central Air: 11 SEER or higher Make and Model Number; ____________ ~---------------------------------------------------------- Air Leakage: 0 Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. 0 Recessed tights are 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, fixtures are installed with a 3" clearance from insulation. Skylights: 0 Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R·19. Vapor Retarder: 0 Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. __ M'!.!~ria!s __ ~entiflcai_!Qrr;_ ________ ------------· Project Title: PTI Modular Structure -Steeper Data filename; Page 2 of 4 Report date: 08/31/07 0 Materials and equipment are installed in accordance with the manufacturer's installation instructions. 0 Materials and equipment are identified so that compliance can be determined. 0 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 0 Insulation R~values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications. 0 Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: 0 Supply ducts in unconditioned attics or outside the building are insulated to R-11. 0 Return ducts in unconditioned attics or outside the building are insulated to R-6. 0 Supply ducts in unconditioned spaces are insulated to R-11. 0 Return ducts in unconditioned spaces {except basements) are insulated to R-2. Insulation is not required on return ducts In basements. 0 Where exterior walls are used as plenums, the wall is insulated to R-11. Duct Construction: 0 Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. 0 All joints, seams, and connections are securely fastened with welds, gaskets, mastics {adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 1818. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa}. 0 The HVAC system provides a means for balancing air and water systems. Temperature Controls: 0 Thermostats exist for each dwelling unit {non-dwelling areas must have one thermostat for each system or z;one). A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each room is provided. Electric Systems: 0 Separate electric meters exist for each dwelling unit. Service Water Heating: 0 Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. 0 Circulating hot water pipes are Insulated to the levels in Table 1. Circulating Hot Water Systems: 0 Circulating hot water pipes are insulated to the levels In Table 1. Swimming Pools: 0 All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool PUIT!PS have a time clock. Heating and Cooling Piping Insulation: 0 HVAC piping conveying fluids above 105 degrees For chilled fluids below 55 degrees Fare insulated to the levels in Table 2. Project Title: PTI Modular Structure -Sleeper Data filename: Page 3 of 4 Report dale: 08131107 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Heated Water Temperature {~F) 170-180 140-169 100-139 Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 0.5 0.5 0.5 1.0 0.5 0.5 1.5 1.0 0.5 2.0 1.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Range("F) Insulation Thickness In Inches by Pipe Sizes Piping System Types Heating Systems Low Pressure!Temperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant and Brine 201-250 106-200 Any 40-55 Below40 NOTES TO FIELD: (Building Department Use Only) Project Title: PTI Modular Structure • Sleeper Data filename: 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4'' 1.0 1.5 0.5 1.0 1.0 1.0 0.5 0.5 1.0 1.0 1.5 1.0 1.5 0.75 1.5 2.0 1.5 2.0 1.0 1.5 Page 4 of 4 Report date: 08/31/07 I • d PTI Remote Site Services USA Inc. 1600 Broadway Suite 2400 Denver, Colorado, 80202 facsimile transmittal (303) 542-1938 Fax(303)542-1940 To: /g /l (i '( /) ff Fax: >o 2 /r2 Q-8.."2 7 S" Company: £ 0 _ L 1 ttv1£ Pages: $ t' {' p II!. 1?-- Re: E t-~ C1fl...,e/Jl--t J{~c. //1--J~cefJoN ?-&nfl-U ~ 7J'-;;_/;I/.-2})6 b f fimf'. Jack Moberly (403) 234-8983, cell number (403) 519·2068 or toll free at 1-877 ·234-8983 XH~ i3r~35Hl dH Wd65'~ BOOa aa uer JAN-07-2003 09:38 From:OJ COMMERCIFLSI,IC 918 928 8963 To: 780'1367599 From: Tn: State Of Colorado Department of .Regulatory Agencies Colorado State J!lec:trical Board Cyrus L Tnchscher Ststo Electrical Inspector 310 Wo•"l ~,. Stn:cL rune, co. Mtt.su 970-625-5085 Cyrus ru("hshcl'(g)dnra.MM~&.-.c:u.uH .I akc Maness Colorado Commeroial Services 970-928-R963 Ob>o:rvulions from •luo visit dated 01/04/2008 Fur permit# 631'>703 Williams Mnn Camp on Willow Creek Road. There are multiple: oode vi<,Ia!.ions a partial list i5 noted here: MoDcby, ,January 07,l088 1) 695.2 On-Site Power Production Facility. The nurmal supply of e.lecrric power fOT the site tha.t is expected to be c.onstantly producing power. System currently is fed from 75 KVA generator that also supplies puwcc for the t·est nfthemo.tl camp, 2) 69S.3(A) lndividual Sources. Where reliable, and where capable uf carrying indefinitely the .sum of ihe locked-rotor Cl.lm!nl <.>Cth~ fire pump motor(s) and the pressure maintC!IBilce pump motoi{s) and the full-load current oftllC associated fire pump accessory equipmcntwhco. connected 1:<.> !his power supply. the powM source for an electric motor-chivcn fuc pump shall be one or more of the follO'IVing. System all configured is not CllJl"hle ufprovlding cnOtJgb power for bath operations 69S.3(B) Multiple Sources. Where reliable power c1111not be obtained from a source described in 69S.3(A), pawcr shall be supplied from an approved combinl!iiun of two or rnore of either of such sources. 01' fi'om an approved combinatitm nr l'eedlml constituting two or more power source~ a• cuv..rcd in 695.3(R)(2), or fmm on approved combination of one or more of 8lleb pow..,. SOUI'I:es in combimrtlon w.ith an on-site st!llldby generator complying with 6!15.3(8)(1) and (BX3). 3) 69S3(A)(2) A fire pwnp shoJI be parmi.tted to be supplied by an on-site pnw~r production liwiliiy. The source facility shall be located and protected 10 minimize the [IO~mihility of d~~mage by fire. [NFP A 20:9.2.3] ' 4) 695.3(8)( I) Go:ncralor Capaci.ly. AD on-11i~ generator(s) used to comply with i.h.is section shall be of sufficient capacity to allow nonnal srnrting and nmning ortl!a rnlltor(s) driving th.e fire pump(s) while supplying all other ..itrutltancously operated load. S) Cw:rently 1hete i! a 40 amp cirouit breaker in st~b-pllllelln fire pump con-ex that re.,tls the: fire: pump. Thill pomel has a 100 amp main breaker, and is fed from another sub-panel in the generator building where the wires are terminated on a 1 00 amp circuit breaker '\nis Configuration of circuit breakers and sizes of circuit hreukers are violations. Cir:cuits that supply electric motor-driven fire pumps shall be supervised ftom inadvertent di!IQQnnection 8:!1 rovercd 1n 695.4{A) or 69S.4(B). XIJ.::l l3f~3S!:II dH WdSS:v BODe ZZ uer JAN'-m-eeee 09:38 From: co a:M>IERCIALSVC 9709288963 (A) Direct Connection. The suflply C!Ollductm"S shall dtteCll1 Q()llD.eCt the power lSOU~O to either a listed l'itc pump controller or list«! uumbination fire pump controll<:r nnd power traJillfcr swi1ch. LNFPA 20:9.3.2.2.2] (13} S~pervised Connection. A single disconncctiDg means and lll!WCiatcd ovcroucrent proli<Ct.ivc device(s) ~hall be pcnnltted to be installed between a remote power $OUrco lllld on~ ofthe following: ( 1) A listed fire pump uootroller (2) A listed :flr!l pump power transfer "wi~h (3) A listed combination tirll pump controller llT!d power transfer switch For syslena installed under the provision~ of 695.3(8)(2) only, such additional discoimecting means and IISRociu!cd ovcrcurrent prvtcctive device(~) shall be pcnnitted aa required to comply with other provisi~>ns of this Code. Ovcrcurrcnl profl!cti.ve devices between ll1l on-l:lite standby generator and a tire pump controller !i'hall be seli!Cll:d and Mizcd occurding to 430.62 to provide shmt-ciTCtdt protection only. All disccnneeting devices and OV!mlll=nt protccti"e devi~:"" tllll1 arc unique to the fire pump loads shall comply with. 695.4{B)(1) thrcough (B)(S). (6) 69S.4(l)Ovcrcurrcnt Uevicc SelectiOTt. The overcurrent prolcctlve device(11) shall be selected or set to onrry indefinitely the Hwtf 11ft he loclu!d-rotor current of th~ fir~ plUilp mnrorM afld th~ pressure mai11tenanre pump motor(s) tltld the full-lotld e~~rrent CJj the. assoclutedfl,.e pump accasory l!quipmentwhen. coruiected to this pow.,. supply. The =t•tirement to carry the locked-rolnr curtellll! indefinitely Rhall nolapply to conductors or devices other than overcurrent devices in the fire pump motor circuit(s). (7) The ol.hor pQrtions (II" Article 695.4(2) through 695.4(5) also need to be 11dbcred too (8) 695.6{A) Supply conductors shall be pbysically routed outside a building(s) and 11lrall be in~t~l/llhul as BurJice elftr(Jnce conductnrs In uccortltmce with A.rtkle 1JO. Where ~apply cunductors cannot btl phyAically routed oull!ide buildings, they shall be permitted to be routed through buildings where installed in accordnnc~ with 230.6( I) or 230,6(2). Where a :!ire pump is wired under the provisiollll of 695 .3(.R)(2), this T~quiremcnt shall apply to all supply conductors on fhc load side ofthe service di!AA>nnecting menns that constitute the llOllllnl source of supply to that fire pump. {9) 695.6(B)Firc pwnp supply cooductors on the load ~-i.do of the fmal diBCOtllll:uiing meam e.nd overcuTTCDt dcvi~o-e(s) permitted by 695.4(B) shall bt: kept entiTely indeptmdent of all ot'her wiring. They shall $Upply only loads that are din:ctly ussociated with the lire pump l!ystcm, an they sbnll be protected to resist potential damage hy fire, Slnlcnnul failure, or operational accid~mt. They shall be pcnnittcd to be routed through a building(s) Currently sub-panel jn con-ex l~Upplies other loads. ( 1 0) 695 .6(D) Overload Protection. Power circuitq shall not 'have automatic protl:<."lion agaimlt uvarlotlds. Bl"811ch-clrcuit arnl feeder rondu~ shall be protecled against short circuit only. Wh~ a tap is made to supply 11 fire pump, the wiring shall be ~ted as ~crviee conductors il: accordance with 230.6. The uppUcable distance and gize restrletiuns in 240.21 sflull not apply. ElCOeption No. 2: For on-site standby generator(&) rated to produce continuous current in excess of225 percent nl'thc f\111-luad lliTip~= o£fhc liro pump motor, tho cnnductors betwceJ the oo-Nitc gencr.-tor(s) and lhe CUillbination fire pump trcmsfcr switcb co.ntroller or separate!} mounted tnmsfer switch shall bo \nslaUed in sceordam:c with 695.6(B) or protected in accordance with 430.52. (II) b95.6{E) l'wnp Wiring. All wiring from the controllers to the pump motorn shlill beio rigid metal co1tduit, ir!Wrmediate metal conduit,. liquidtight flexible metal conduit, or liquidtight flexihlc numneu.11lc conduit Type LF.NC-B, listed Type MC cable with an impCivious covering. or Typo: Mr cable:. Currently Joc:kcy Pump is plug nnd cord connected. This is a vlolaliun. XI:J.:I l3["iBSI:Jl dH J~-07-2208 99139 erom:CO COMMERC~ 97B 9a8 8963 To: 1834357589 g·cl (12) 110.2CI(A) Working, Space. Working ~pace ror equipment opera~ at 600vllltR.rtOminal, or less to groond and likely to require c:xii.Tilina1iun, adju.<Jtmcnt. servicing, or maintenance while energize<! shall curnply w.ith tbc dimen~!on~ nf 110.26(A)( 1). (A)(2), and (A)(J) or as ~:equiTed ur permilled t:lscwhcro in this Code:, fur Sub-Pane.! at fire _pump Co.n-ex (13) Multiple nthet smnller violations also nuldd. Thank yon Xl::l!l .l3rti3SI:n dH ~d6S'v 8002 22 u~r lhlpid crry .. :-;, Stt"Vi~ Organization Name: QID:t.nnmisl!tian sygem.~ fm: Add~s: 7306 W Yellowstone: H.wv C;csocr. \YJ( "R~.:presenlativl!: 8!!~ Lic~usc: Nu.~ J.'.LY.£l::J..ll~ 'J'L!fephom:: JIJ7-4!1ft-522;! Moni.turinA, Entity Cuu1nc1: B1t~ ·relephon~: --· .. Mnniloring Accomll Ref. No.: :!}-pe Tru.wmisslon U McCulloh C Multiplex 0 Digital 0 Revers~ Priority ORI' 0 Other (Specify): __ Control Unit ManufactUrer: ~ Circuit Style:s: ':l. ~ NumberofCircuits: 1 SoRwnre R~::\·.: U Le..o;t Dnte System Had Any Ser"ice Perfo-nned: lZ_'IffiZ llnlt:: f!./J!Q?. llmc:J~:)~ Propert)" Name (User) c<'.·;j Namt:: Er.i...fu!motc Siw Services C31)1n1LQJJ! Address: \\'illiams Winter Call"ll!lf.J. Owner Conmct; Ken Wagg Telephoneo l-780-4J!,lc:l>8I.< AppntYing Agency Contl.lc,: __ . Tt:lepbouc: __ _ Scrvlct! 0Weekly 0Monthly OQunrterly ~ St:miannuully Annually Olher (Speciljl): __ Model No.: NE;_,J~Q Lasl Ollie lhol Any Software orConfiJ;Urt'Jion WOKS Rel/ised: ll:f1!ill_ Alum1-lnitiating Devices and Circuit Information Qullulity C'r"nit Style i 1 Manual f'lre Alarm Boxes: Ion Oetedon ll :! Photo Oetec:tol':i nucl Ol!tec!Drs il i Hc:al D~ctors. .1 :! Wau:rtlow Switcbw. ~ ~ Supervisory Swilclws 1 ~ Olhe>-(Specify): fJmla.!JI!l!l!!.!Jl!lllin&. Alarm verification fccdure is disabled [81 en allied 0. ' XH.:l l3r~3SHl dH Wdss:~ soo~ ~~ u~r Alann Nolification Appliances n:ad Circuit futorrnatinn Circuit Style ·~~1 X Nn. cralllmlnotfflc:111ir.n uppliarn:e ci11:uiU: l Arecin;uits mtmilou:r.l ror i1ncgrittl ~ Yc!. 0 No Bells Horns Cblm~ Stroba~ Spcala:'l"$ Other (Spc:dfl): H(j!!! S!mbn Supe"lllOT)' Sigul-Initiating Devices and Cirelrit IDfumuatiun Quantity CJ;cult Style SigDJIUnu Line Cl~ults Building Temp. Site \\'mer t cmp. Slit Wata Le11d Fir~ Pump Power Fire Pump RWining Fire Pump Aoto P!lsition Fir~ Pnmp 01'" Pump CootToller Trouble Pin-Pump Running Gencrn!or lo Auto Posltioo G~rteratororCootrollcr Trouble Swirth Tr.msfer Omur•Jor Engine Rwuling Olhcr. __ Q~rnity und ':!lyle of :ugnu.ling Uua drcuils conaccl.:d to systcnl (:tee .Vi'Pil. Tahle 6.ti.l): Q~uuity:! Si)'les(s):!! Syrtcm Pnwer Supplies (o)Prirmry(Main): NornmaiVolt•y::.lll!..ig. Ampst.n. 011trc:Um:n1 l"rotcdion: l}pi!!: ~ Amps~ LCiet.lion (ofPrimaty SUpply Panclboard): Next !o P;meJ Oi$Cilnn"ting Mcons l.h:n!Jon; Brt:al.:er tiiJ tb) s~c:amlzlry (&'nlndby): ~ S!Oiil\\C Beller): Amp-Ur. R:nln~ l.lf Calculail:d capacity lU opc:rnte :!o)'$lcrn, m houru: N.;s. 2-1 __ 60 __ r:nginc-tbiven g.~;:nmror dedica1ed ro nrc >~lum '1}-:!lem: Locntion of'ful!l ~Mage: __ _ Typt' 1:l11lttry 0Dry Cell 0 Nicltt:!I·C:tdllltUm f8l Scnlo:d Lc"d-,\d:l 0 l.tod·Aclil !."] 0\her(Specif)') i<~) Em.ergm;:y l)f stDndby !o:ystem u~j II.S a bactup !CI p.r:ltU.!f} ptH\1:1" s-upply, imolt."'ld orU5inl! i'l n~OJ1t.hj" pcm1:r _qqlf'J}t: __ ~llll!Jicy ~r-.u:m described in NFP A 10, Anielo 700 _ ... _Ltgrul}· required !>tmulby ~~scribed ill NFrA 70, Arrlclc 701 --. Opllonal Eta.ndby system tkserihe-:1 in NFPA 70, .ll.tt.lc:l:> 70:!, Which DISO meets the:pcrfotm:~.ntc n:-qulrcn.wts of Article: 700 or iOI. Xl:l.:l l3f~3SI:ll dH Wdss:v sooa aa uer Nollntalltmll Moi\Jtorint. Entft)' Bllilding 0CCU(IIlllU Bt:lldin~: MIIM:e5n:.nl Othe-r (Sptd()•) AHJ NGtifie:d (If Any bnp:.irmcnb "'"" CM~Jrolll11it l11t~rl'o.ce Equ1pmt:Tit Umpsll.EDS Fuses Primaty Pnwer Su(Y.Jly Trouble Siguuls Disr.onfl~:et Swhches Urouml·fuu It Mnnilorint:" SecoQtJnn• rower T:tf'lt BO!Ilcry Caulition IDMI Voltngc OU.ChnfM.cTn.t Chi\r&er ·r~M :\peel fie Gmvity Tra11S!ent SupprcM"DI"$ R.tmrrlc Anucmcl.an.l'$ Nnlifiatl\on Appliance:; Audil'llc Vlsibh: ~pea\.;t"T!io Vote~ Chuily Devie11 Typo Prior to Any T(lllting "" No Whn 0 (81 (8J 8 B2li & O!!V!l: • P'[] [2] D (8J 0 (8J Syston agd ltlspedtont Vhu~l Jfuncliuoal (8J 0 0 0 (8J 0 (8J 0 (8J 0 ~ B ~ 0 Vbunl Functional Visual Ch"k B 0 0 0 0 (8J 0 0 ~ 0 (8J 181 (8J 0 0 ~ D Fancilonnl Tnt 0 § 0 Fo~lory Solllny ~ Con1111e:nu """-'ll -1!W<I lh1>1S!l """"' I!IW£~ ~15.~ Commc:.nts Enlsod l!!wN l'lm!l fl!ool Enlsod ~ Timt lWl!l.J!nl illl.!LAm F"l B § Comments; ~il-ns need, t!) nu1 COI1dult !p Kitchfn ~qnnrsujon Moth tit p0 Smoke detect!?! an(Q!d..IJ:!ILtm_ID!< mmur.nl!l!1i.n&.ID!!!1i!.t.!L~.!:...1~mprwarily inf!lll!~'{l wjthout£.QI~~{..j[Q1~~4~ Xl:l.:! 13C~3SI:n dH Wd69'v BOOa GG uer E11urgeno Camlllunh:alf(lllS Equfpmcaot Phones~ PbooeJacks ort-iroolc lndlct'ror ,\mplifir::t\l'i) Tone O.cm:mlcn(sl CRII•hl ~i&ttll Sy.<;tc.m PeriGI'TIIftfiCI! Interface r<.qu{f!Jmnl (.l.lfltdfy),, __ (S:lec:ify) __ (SptcifyL_ Sptdal Hllllt.rd Syst.:oo (!:lpec1fy) __ (Spc;cify)_._ iSp~Clf)'l __ _ Su~rvhlug Stalirm Montlorin« A~rum Sigl\al AlarmRr.stor-o~litm Troubll:: Signal Sup.:l"'1\ory Sisnnl SUp<!rvisary R.tstoration NotUiuUcns Thnt 'T t!.ling Is Complth! Btrildini M~agement Monitoring Agency Buildiog Oecuplln\.$ Other (~pet:IJYJ Vinnu 0 0 0 D D D D Vbu:ll D D 0 0 0 0 ... B B 0 Functiond 0 0 0 Cl 0 0 0 ~let OpernHon 0 0 0 G B No ~ No 0 8 0 Thllt: Commcnh Simulated Open~tion § § Cammttltl J.!A.Qp ... The followinJ.,: did nat OfcrtliU corrcctty: Q.l!riid11 hom sfmbe !It FQC js not om;rarinc. f.leo.CVikiiiJil~...!!tl. ~LA12ktn lt.Sl wmqflpv; or wmp mowr running due to !nd~ of \\~ter nnd htykcn vplve Xl:l.:l _!_3f~3S~l dH Wdoo:s 800~ ~z uer Jeff Kehr From: Sent: Opp, Tracy (E&P) [Tracy.Opp@Williams.com] Friday, January 25, 2008 8:34AM To: Jeff Kehr Subject: FW: Williams Production Camp Jeff see note below from Dean Smith regarding the Fire suppression inspection for the Williams/Chevron Trail Ridge camp Sect. 3 T5S-R97W. Working on the final electrical report. Tracy Opp Asset Team Project Analyst -E&P Williams Production RMT Co. 1515 Arapahoe St. Tower III, Ste. 1000 Denver, Co 80202 Office Ph: 303.606.4357 Cell Ph: 303.916.8042 -----Original Message ----- From: Dean W. Smith <pcw@acsol.net> To: Ken Wagg Sent: Thu Jan 24 14:45:29 2008 Subject: RE: Williams Production Camp COLORADO DIVISION OF FIRE SAFETY FIRE PROTECTION SYSTEM ON SITE INSPECTION To: Ken Wagg PTI Remote Site Services USA, INC. Pinedale, WY 82941 Re: Meeker area, Williams Energy Man Camp, Piceance Creek Road, Rio Blanco, CO The final inspection was conducted on December 13, 2007. The fire protection system was inspected and approved. It was installed by Western States Fire Protection. The riser is located outside the building. Pumps and water storage tanks are located in a separate modular. Lines were tested at 200 p.s.i. and should be retested after each move of the units at 200 p.s.i. for two hours. Pump operates at 50 p.s.i. System demand is 60.69 gpm@ 30.32 p.s.i. There are two water storage tanks holding 5,200 gallons of water. Water requirement for this system is 4,830 gallons. This fire suppression system is approved. December 13, 2007 Dean W. Smith Colorado Division of Fire Safety Certified Inspector #91-1 1 -----Original Message----- From: Ken Wagg [mailto:KWagg@PTIGroup.com) Sent: Wednesday, January 23, 2008 2:28 PM To: pcw@acsol.net Subject: Williams Production Camp Hi Dean, thank you for taking the time to discuss the sign off for the Sprinkler and Fire Alarm System we had installed in our Camp leased to Williams Production. As mentioned our client is looking for some documention or letter stating the camp as inspected and we conform to all state fire codes. I understand the State does not issue a certificate ut you would be willing to advise me in writing ( email) thsat we are in compliance. Again I want to thank you for your suport regarding this matter. Sincerely, Ken Wagg Sr. Project Manager PTI Remote Site Services USA, Inc Dirrect 780.485.8595 Cell 780. 904.8595 kwagg@ptigroup.com<mailto:kwagg@ptigroup.com> 2 Jeff Kehr From: Sent: To: Subject: Opp, Tracy (E&P) [Tracy.Opp@Williams.com] Tuesday, January 22, 2008 4:05 PM Jeff Kehr RE: Williams/Chevron Trail Ridge Temporary Living Facility: Section 3: T5S-R97W Attachments: State Electrical Inspection. pdf Jeff per our conversation, see attached. Tracy From: Jeff Kehr [mailto:jkehr@garfield-county.com] Sent: Tuesday, January 22, 2008 2:39 PM To: Opp, Tracy (E&P) Subject: RE: Williams/Chevron Trail Ridge Temporary Living Facility: Section 3: TSS-R97W Page 1 of 1 I am waiting for a confirmation from the engineer on the tie down detail. I spoke with Jim about this at the time of the inspection. There are a couple things installed differently than the plan. I need either a revision from the engineer or for the work to be completed according to the plans. If you want to call me I can go over the details with you Thanks Jeff Kehr Plans Examiner Garfield County Building and Planning From: Opp, Tracy (E&P) [mailto:Tracy.Opp@Williams.com] Sent: Tuesday, January 22, 2008 8:43 AM To: Jeff Kehr Subject: Williams/Chevron Trail Ridge Temporary Living Facility: Section 3: T55-R97W Hey Jeff: Just following-up on the CO for the TR Camp. To the best of my knowledge, all inspections have been completed. Please let me know if there are any outstanding issues that need to be resolved. Thanks, Tracy Opp Asset Team Project Analyst-E&P Williams Production RMT Co. 1515 Arapahoe St. Tower Ill, Ste. I 000 Denver, Co 80202 Office Ph: 303.606.4357 Cell Ph: 303.916.8042 2/20/2008 Jeff Kehr From: Sent: To: Subject: Opp, Tracy (E&P) [Tracy.Opp@Williams.com] Tuesday, January 22, 2008 4:05 PM Jeff Kehr RE: Williams/Chevron Trail Ridge Temporary Living Facility: Section 3: T5S-R97W Attachments: State Electricallnspection.pdf Jeff per our conversation, see attached. Tracy From: Jeff Kehr [mailto:jkehr@garfield-county.com] Sent: Tuesday, January 22, 2008 2:39 PM To: Opp, Tracy (E&P) Subject: RE: Williams/Chevron Trail Ridge Temporary Living Facility: Section 3: TSS-R97W Page I of I I am waiting for a confirmation from the engineer on the tie down detail. I spoke with Jim about this at the time of the inspection. There are a couple things installed differently than the plan. I need either a revision from the engineer or for the work to be completed according to the plans. If you want to call me I can go over the details with you Thanks Jeff Kehr Plans Examiner Garfield County Building and Planning From: Opp, Tracy (E&P) [mailto:Tracy.Opp@Williams.com] Sent: Tuesday, January 22, 2008 8:43 AM To: Jeff Kehr Subject: Williams/Chevron Trail Ridge Temporary Living Facility: Section 3: TSS-R97W Hey Jeff: Just following-up on the CO for the TR Camp. To the best of my knowledge, all inspections have been completed. Please let me know if there are any outstanding issues that need to be resolved. Thanks, Tracy Opp Asset Team Project Aoalyst-E&P Williams Production RMT Co. 1515 Arapahoe St. Tower III, Ste. 1000 Denver, Co 80202 Office Ph: 303.606.4357 Cell Ph: 303.916.8042 2/20/2008 Jr=IN-137 ·2009 139: 38 F r 001: CD Cll'INEI<CIALSVC 9713 928 8963 To: 780436756S Colorado Commercial Service, Inc. 3892 Highw<~y 82 Unlt B-1 Glenwood Springs, Co. 8160 I l'bone 970-928-9800 FaJ< 970-'}28-8963 Daw: I \110~ #ofPaJ~es:_4-~... __ _ FAX COVER SHEET 'From: 0 Jlllw Maness '!;&_,Sharon Maneo D Remarlls: "'\)~ '-1\\\U\ 0~ ~~~~~·@L~~ _Original mailed cc: ~~ ~ lf any problems oceor with this transmission, pleMe tllll970-9l8-9800. X~~ 13r~3S~l dH Wdss:~ BOOG 2G u~r I • d PTr Remote Site Services USA Inc. 1600 Broadway Suite 2400 Denver, Colorado, 80202 facsimile transmittal (303) 542-1938 Fax (303) 542-1940 Company: J0 ILL' ftn1S Fax: ~D 2 ta e-B.J. 7 s-- Pages: $ t' (! p II!. /Z.-: Re: E J-E cr~~..-,em_ -t ;:::12-c. //VJI'cef!oAI ?&Poil-U ~ "Jl'-;;_~It-2})~ b f TJmf'. Jack Moberly (403)234-8983, cell number (403) 519·2068 or toll free at 1-877-234-3983 X~~ L3r~3S~l dH Wdss:~ BOO~ ~~ uer JRN-07-2008 09:38 Fro.,:CO Cil'lNERCIALSVC 97EI 928 8963 Colorado Commercial Service, Inc. 3892 Highway 82 Unit B-1 Glenwood Springs, Co. 8160 I Phone 970-928-9800 Fux 970-~28-8963 Daw: I h jo~ I #ofPaJies:_4-L--- FAX COVER SHEET 'From: 0 Jake Maness ~SharonMalle85 D Remarks: "lU~'-ti~ 0~ ~~~~~·~~~ _Original mailed cc: 4ub- ~ If any probleDIS occur with tbls transmission, pleMe call !176-9Z&-9800. X~~ l3r~3S~I dH WdSS'v BOOZ ZZ uer If 32 OUGLAND & ASSOCIATES · CON SULTINGON WILDFIREHAZARDMIT I G ATION, .. A (ti-.)o {~ . FIRE P ROTECTION AND BUILDING & FIRE CODES f'"' f J84-122 1/ FAX (970) 384-1331 17 GAMBA DRIVE, GLENWOO D SPRINGS, COLORADO 81601 fir esafe @sopris.net GO PLAN ANALYSIS in bold may also indicate required corrections Brune Project , North and South Buildings 38150 River Frontage Road , New Cast l e , Colorado CCI Engineering 1129 24 Road Grand Junction , Colorado 81505 970 245-0577 t al Building Engin eer : B&C Steel PO Box 1099 Occupancy: jf_ ICf Construction Type: Report by: Scottsbluff , Nebras k a 69363-1 099 308 632 -6188 S -1 NOTE : If Materials other than those listed in Section 311 .2 are stored or used in any of these shops it may change the Occupancy Group of the entire building and trigger other building and/or fire code requirements . I recommend that it be made clear to the Building Official and Fire Chief or Fire Marshal regarding what materials are to be used or sto red in these buildings . V-B Art Hougl and Note : The code items listed in this report are not intended to be a comple t e l isting of all possibl e code requirements of the 2003 Internat i ona l Bui lding Code . Portions o f the materia l contained in this report are reprod uced from the I nternational Buil ding Code pub l ished by the International Code Council Notice: The review of p l a n s and speci fication s does n ot constit ute an acceptance of any responsibility by Hougland & Associates for errors , omiss i ons or discrepancies. The responsibil i ty for these items and implementation during construct i on rests specifically with the architect, engi neers , des i gners , builders a n d owner . Comments and notations are intended to · be constru ctive a n d in s u pport of t h e owne r s interest. COM check Software Version 3.5.0 Envelope Compliance Certificate 20061ECC R e port Date: 06/30/08 D ata filename: C:\Documents and Se ttings\Aian Hauser\My Documents\GeoS nnders Rifle\SpecComcheck.cck Section 1: Project Information Project Title: Sanders Spec Lease Building Construction Site: Lot 8, Powerline Professional Park Owner/Agent: Leon McCauley McCauley Constructors, Inc. P.O. Box 200 Windsor, CO 80550 (970)686-6300 leon@mcca ul eyconst ructor s.com Section 2: General Information Building Location (for wea th er data): Climate Zone: H eating D eg re e Days (base 65 degrees F): Cool ing Degree Days (base 50 degrees F ): Project Type : Vertica l Glazing I Wall Area Pet.: Rifle, Colorado 5b 6881 2230 New Construction 4% Activity Typ.§.~) War ehouse Floor Area 16000 Section 3: Requirements Checklist Envelope PASSES: Design 25% better than code. Climate-Specific Requirements: Component Name/Description Gross Area or Per imeter Roof 1: Metal Building, Standing Seam 16000 Exterior Wall 1: Metal Building Wall 11947 Window 1: Metal Frame with Therma l Break: Double Pane, Clear, 504 SHGC 0.7 1 Door 1: In sulated Metal, Swinging 84 Door 2: In su lated Metal, Non-Swinging 680 Fl oor 1: Slab-On-Grade: Unheated, Vertical 2ft. 560 Designer/Contrac tor: A lan Hauser H auser Architects, P.C. 3780 E. 15th Street, Suite 201 Love land , CO 80538 (970)669-8220 hauserarchitect@aol .com Cavity Cont. Proposed R-Value R-Value U-Factor 30.0 0.0 0.051 19.0 0.0 0.070 0.350 0.651 0.125 8 .0 (a) Budget U-factors are used for softwa re baseline calculations ONLY, and ar e not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: Budget U-Factor 0.065 0.057 0.550 0.700 1.450 0 1. All joints and penetrations are cau lk ed , gasketed or covered with a moisture vapor-permeable wrapping material in stalled in accordance with the manufacturer's installation instru ct ions. 0 2. Windows, doors, and skylights certified as meeting leakage requirements. 0 3. Component R-values & U-factors labeled as certifi ed. 0 4. Ins ul at ion in stalled acco rding to manufacturer's inst ru ct ions , in substan ti al contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the in sulation. 0 5. No roof insulation i s insta ll ed on a suspended ce iling with removable ceiling panels. Project Titl e: Sand ers Spec Lease Building Data filen ame: C:\Documents and Se ttin gs\Aian Hauser\My Documents\GeoSnnders Rifle\SpecComcheck.cck Report date: 06/30/08 Page 1 of 2 0 6. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. 0 7. Cargo doors and loading dock doors are weather sealed. 0 8. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. 0 9. Building entrance doors have a vestibule and equipped with closing devices. Exceptions: Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq. ft. in area. 0 10. Vapor retarder installed . Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2006 IECC requirements in COMcheck Version 3.5.0 and to comply with the man to require en 1-\/lt~J&ER. Mtl.\'fret{Z;1 / Pt. . tXIA~ L. 1-\tYo ~?t:. ./XIA ~~Uf;q_;__L;L~~~- Name -Title I Project Title: Sanders Spec Lease Building Data filename: C:\Documents and Settings\Aian Hauser\My Documents\GeoSnnders Rifle\SpecComcheck.cck Report date: 06/30/08 Page 2 of2 COM check Software Version 3 .5 .1 Envelope Compliance Certificate 2006 IECC Report Date: 09/18/08 D ata filename: Z:\2008 Projects\08115 Wi lliams Operation Center\ENERGY\081 15 BUILDIN G.cck Section 1: Project Information RECEIVED OC T 0 I 2008 GARFIELD COUNTY BU ILDING & PLANN ING Project Title: Williams Oper ation Center Construction Site : Owner/Agent: Designer/Contractor: Parachute CO, CO W illi ams Energy Parachute, CO Section 2: General Information Building Location (for weather data): Clim ate Zone: H ea ting Degree Days (b ase 65 degrees F): Cool ing Degree Days (base 50 degrees F): Projec t Type: Vertica l Glazing I Wall Area Pet.: Actlvity...IY.ge (s) Office Grand Junction, Colorado 5b 5548 3632 New Construction 7% Floor A rea 12500 Section 3: Requirements Checklist Climate-Specific Requirements: Component N ame/Description Gross Area Roof 1: Metal Building, Stand in g Sea m Exterior Wall 1: Metal Building Wall Window 1: Metal Fr ame with Th ermal Break: Double Pane, Clear, SHGC 0.45 Door 1: Insu lated Meta l, Swinging Door 2: G lass, Entrance Door, SHGC 0 .45 Floor 1: S lab-On-Grade:Unheated or Per im eter 12500 5400 330 126 42 450 Johnson Carter Architects Rifle, CO Cavity Cont. Proposed R·Vatue R-Value U -Factor 38 .0 0.0 0.046 22 .0 0.0 0.063 0.450 0.250 0.450 (a) Budget U-factors are used for software baseline calc ul ations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: Budget U-Factor 0 .065 0.057 0.550 0.700 1.200 0 1. All joints and penetrations are caulked, gasketed or cover ed with a moisture vapor-permeable wrapping materia l install ed in accordance with the manufactu r er's installation instructions . 0 2. W indows, doors, and skyli ghts certifie d as meeting leakage req uirements . 0 3 . Co mponen t R-values & U-fa ctors labeled as certified . 0 4 . Ins ul ati on ins tall ed according to manufacturer's ins tructions, in substantial contact with the surface being insulated , and in a manner that ac hi eves the rated R -value without compressing th e insulation. 0 5. No roof insulati on is in stalled on a suspe nded ceiling with removable cei ling panels . 0 6. Stair, el eva tor shaft vents, and othe r ou td oor air intake and exhaust open ings in the bui lding enve lope are equipped with motorized dampe rs . U 7. Cargo doors and loading dock doors are wea th er sea led. Proje ct Titl e: Williams Ope ration Ce nter Data filename: Z:\2008 Project s\08115 Williams Operation Center\ENERGY\08 11 5 BUI LD IN G.cck Report date: 09/18/08 Page 1 of 9 0 8. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropriate air-light assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. 0 9. Building entrance doors have a vestibule and equipped with closing devices. Exceptions: Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq. ft. in area. 0 10. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2006 IECC requirements in COM check Version 3.5.1 and to comply with the mandatory requirements in the Requirements Checklist. -=-;t!!E!!-£ ..c= -----? dr/o IS' Name-Title ' Signature Project Title: Williams Operation Center Data filename: Z:\2008 Projects\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck Date Report date: 09/18/08 Page 2 of 9 COM check Software Version 3.5.1 Lighting Compliance Certificate 20061ECC Report Date: 09/18/08 Data filename: Z:\2008 Projecls\08115 Williams Operation Cenler\ENERGY\08115 BUILDING.cck Section 1: Project Information Project Title: Williams Operation Center Construction Site: Parachute CO, CO Owner/Agent: Williams Energy Parachute, CO Section 2: General Information Building Use Description by: Project Type: Activity Typefs) Office Activity Type New Construction Section 3: Requirements Checklist Interior Lighting: Floor Area 12500 0 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 12500 12406 YES Controls, Switching, and Wiring: 0 2. Independent controls for each space (switch/occupancy sensor). Exceptions: Designer /Contractor: Johnson Carter Architects Rifle, CO Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stahways or corridors that are elements of the means of egress. 0 3. Master switch at entry to hotel/motel guest room. 0 4. Individual dwelling units separately metered. 0 5. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one lumina ire in space; An occupant-sensing device controls the area; The area is a corridor, storeroom, restroom, public lobby or sleeping unit. Areas that use less than 0.6 Walls/sq.fl. [] 6. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. U 7. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. 0 8. Tandem wired one-lamp and three-lamp ballasted luminaires (No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts; Luminaires on emergency circuits or with no available pair. Project Tille: Williams Operation Center Data filename: Z:\2008 Projects\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck Report date: 09/1 B/08 Page 3 of 9 Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2006 IECC requirements in COM check Version 3.5.1 and to comply with the mandatory requirements in the Requirements Checklist 1'-\. tfla.-'>--e-Jf,.,J I.e: -~ f)r/o3" Name~ Title Signature Project Title: Williams Operation Center Data filename: Z:\2008 Projecls\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck Date Report date: 09/18/08 Page 4 of 9 COMcheck Software Version 3.5.1 Lighting Application Worksheet 20061ECC Report Date: Data filename: Z:\2008 Projects\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck Section 1: Allowed Lighting Power Calculation A B Area Category Floor Area (ft2) Office 12500 Section 2: Proposed Lighting Power Calculation A Fixture ID : Description I Lamp I Wattage Per Lamp I Ballast Office (12500 sq.1t.) Linear Fluorescent 1: A: RECESSED PARABOLIC /48" TB 32W I Electronic Linear Fluorescent 2: 8: RECESSED TROFFER /48" TB 32W I Electronic Linear Fluorescent 2 copy 1: C: SURFACE WRAPAROUND /48" TB 32W I Electronic Linear Fluorescent 2 copy 1: B: RECESSED TROFFER /48" TB 32W I Electronic Linear Fluorescent 4: D: ACCENT WALL SCONCE /22" T5 14W I Electronic Incandescent 1: E: REESSED DOWN LIGHT I Incandescent 75W Linear Fluorescent 6: Z: RECSSED TROFFER 148" TB 32W I Electronic Incandescent 2: Y: RECESSED EMERGENCY I Other Exemption: Emergency Lighting (Automatic Control) Section 3: Compliance Calculation c D Allowed Allowed Watts Watts I ft2 (B X C) 1 12500 Total Allowed Watts -12500 B c D E Lamps/ #of Fixture (C XD) Fixture Fixtures Watt. 2 170 58 9860 2 9 58 522 2 4 58 232 2 9 58 522 2 2 28 56 10 75 750 2 8 58 464 35 8 Exempt Total Proposed Watts -12406 If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero, the building complies. Project Title: Williams Operation Center Total Allowed Watts = 12500 Total Proposed Watts = 12406 Project Compliance = 94 Data filename: Z:\2008 Projects\08115 Williams Operation Center\ENERGY\08115 BUILOING.cck Report dale: 09/18/08 Page 5 of9 COM check Software Version 3.5.1 Mechanical Compliance Certificate 20061ECC Report Date: 09/18108 Data filename: Z:\2008 Projects\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck Section 1: Project Information Project Title: Williams Operation Center Construction Site: Parachute CO, CO Owner/Agent: Williams Energy Parachute, CO Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 50 degrees F): Project Type: Grand Junction, Colorado 5b 5548 3632 New Construction Section 3: Mechanical Systems List System Type & Description Designer/Contractor: Johnson Carter Architects Rifle, CO Quantity 1 HVAC System 1: Heating: Central Furnace, Gas I Cooling: Rooftop Package Unit, Capacity >=240. <760 kBtu/h, Air-Cooled Condenser I Multiple-Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : 0 1. Newly purchased healing equipment meets the heating efficiency requirements 0 2. Minimum one temperature control device per zone U 3. Equipment minimum efficiency: Rooftop Package Unit 9.3 EER, 9.51PLV 0 4. Cooling system provides a means to relieve excess outdoor air during economizer operation. 0 5. Leak testing >3 per in. static pressure ~report submitted showing CL <6.0 0 6. Discharge dampers prohibited with fan motors >10 hp 0 7. Balancing and pressure test connections on all hydronic terminal devices 0 8. Integrated air economizer required 0 9. Systems serving more than one zone must be VAV systems 0 10.Single-duct VAV terminals reduce primary air before reheating [J 11.Conlrols capable of resetting supply air temp (SAT) by 25% of SAT~room temp difference 0 12. Fan equipped with electrical variable-speed drive Generic Requirements: Must be met by all systems to which the requirement is applicable: 0 1. Load calculations per2001 ASH RAE Fundamentals 0 2. Plant equipment and system capacity no greater than needed to meet loads ~ Exception: Standby equipment automatically off when primary system is operating ~ Exception: Multiple units controlled to sequence operation as a function of load 0 3. Minimum one temperature control device per system 0 4. Minimum one humidity control device per installed humidification/dehumidification system 0 5. Thermostatic controls has 5 degrees F dead band Project Title: Williams Operation Center Data filename: Z:\2008 Projects\08115 Williams Operation Center\ENERGY\08115 BUILDING.ccl< Report date: 09/18/08 Page 6 of 9 Exception: Thermostats requiring manual changeover between heating and cooling 0 6. Automatic Controls: Setback to 55 degrees F (heat) and 65 degrees F (cool); 7 -day clock, 2-hour occupant override, 1 0-hour backup Exception: Continuously operating zones Exception: 2 kW demand or less, submit calculations 0 7. Outside-air source for ventilation; system capable of reducing OSA to required minimum 0 B. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception: Ducts located within equipment Exception: Ducts with interior and exterior temperature difference not exceeding 15 degrees F. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification 0 9. Mechanical fasteners and sealants used to connect ducts and air distribution equipment 0 10.Ducts sealed -longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181Btapes and mastics [] 11.Hot water pipe insulation: 1 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigerant/brine pipe insulation: 1 in. for pipes <=1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes >1.5 in. Exception: Piping within HVAC equipment Exception: Fluid temperatures between 55 and 105 degrees F Exception: Fluid not heated or cooled Exception: Runouts <4 ft in length 0 12.0peration and maintenance manual provided to building owner 0 13.Balancing devices provided in accordance with IMC 603.15 0 14. Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openings Exception: Gravity dampers acceptable in buildings <3 stories Exception: Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan 0 15.Stair and elevator shaft vents are equipped with motorized dampers 0 16.Three-pipe systems not used Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2006 IECC requirements in COMc/Jeck Version 3.5.1 and to comply with the mandatory requirements In the Requirements Checklist. ~'-<.lfftt:we tf'...J i:E -=-~ ~ cr;frds' Name-Title Signature Project Title: Wilfiarns Operation Center Data filename: Z:\2008 Projects\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck Date Report date: 09/16/08 Page 7 of 9 20061ECC Report Date; COM check Software Version 3.5.1 Mechanical Requirements Description Data filename: Z:\2006 Projects\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified heating equipment is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed ASH RAE 90.1 Code requirements for equipment eHiciency. 2. Each zone of a mulliple-zone system must have its own temperature control device. 3. The specified heating and/or cooling equipment is covered by ASH RAE 90.1 Code and must meet the following minimum efficiency: Rooftop Package Unit: 9.3 EER, 9.5 IPLV 4. Cooling system provides a means to relieve excess outdoor air during economizer operation to prevent overpressurizing the building. 5. The specified distribution system Is designed to operate at static pressure over 3 in. water column. The system must be leak tested in accordance with SMACNA standards. The contractor or engineer must submit a report to the enforcing jurisdiction documenting that a minimum of 25% of all duel surfaces have been tested and that tested ducts have a SMACNA rated air leakage class of <6.0. 6. Fans with motors >10 hp may not be equipped with discharge dampers. 7. Hydronic heating and cooling coils must be equipped with a way to pressure test connections and measure and balance water flow and pressure. B. An integrated air economizer Is required for individual cooling systems over 65 kBtu/h in the selected climate. An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. 9. Systems serving multiple thermostatic control zones must be variable-flow systems. Zone terminal controls must reduce the flow of primary supply air before reheating, recooling, or mixing air streams. 10. The specified multiple-zone system is equipped with single-duct VAV terminals. These terminals must be equipped with dampers, air valves, or other means to reduce the supply of primary supply air to a minimum prior to reheating. 11. Multiple-zone systems must include controls capable of resetting the supply air temperature by at least 25% of the difference between the design supply air temperature and the design room temperature. 12. Fans over 10 hp on a variable-flow system must have electrical variable-speed drives. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASH RAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F dead band (a range of temperature where no heating or cooling is provided). Exception: Dead band capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h) or less. Project Title: Williams Operation Center Data filename: Z:\2008 Projects\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck Report date: 09/18/08 Page 8 of 9 7. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable of reducing outdoor-air flow to the minimum required levels. 8. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum of R-5. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c) When ducts are located within exterior components (e.g., floors or roofs), minimum R-8 insulation is required only between the duel and the building exterior. Exception: Duct insulation is not required on ducts located within equipment. Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification. 9. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 1 D. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181 A and shall be marked '1 81A-P' for pressure sensitive tape,'1 81A-M' for mastic or '181A-H' for heat-sensitive tape. Tapes and mastics used to seal flexible air ductsand flexible air connectors shall comply with UL 181 Band shall be marked '1 81 B-FX' for pressure-sensitive tape or'1 81 B-M' for mastic. Unlisted duct tape is not permitted as a sealant on any metal ducts. 11. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 ln. for pipes <=1 1/2-in. nominal diameter 2 in. for pipes >1 1/2-in. nominal diameter. Chilled water, refrigerant, and brine piping systems: 1 in. insulation for pipes <=1 1/2-in. nominal diameter 1 112 in. insulation for pipes >1 1/2-in. nominal diameter. Steam piping: 11/2 in. insulation for pipes <=11/2-in. nominal diameter 31n. insulation for pipes >1 1/2-in. nominal diameter. Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment. Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in. in diameter between the control valve and HVAC coil. 12. Operation and maintenance documentation must be provided to the owner that includes at least the following lnformation:a) equipment capacity (input and output) and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming commentsd) complete narrative of how each system is intended to operate. 13. Each supply air outlet or diffuser and each zone terminal device (such as VAV or mixing box) must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devices, and supply air diffusers. 14. Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served are not in use. Dampers must be capable of automatically shutting off during preoccupancy building warm-up, cool·down, and setback, except when ventilation reduces energy costs (e.g., night purge) or when ventilation must be supplied to meet code requirements. Both outdoor air supply and exhaust air dampers must have a maximum leakage rate of 3 cfm/ft2 at 1.0 in w.g. when tested in accordance with AMCA Standard 500. Exception: Gravity (non-motorized) dampers are acceptable in buildings less than three stories in height. Exception: Systems with a design outside air intake or exhaust capacity of 300 cfm (140 L/s) or less that are equipped with motor operated dampers that open and close when the unit is energized and de-energized, respectively. 15. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: -Gravity (non-motorized) dampers are acceptable in buildings less than three stories in height above grade. -Ventilation systems serving unconditioned spaces. 16. Hydronic systems that use a common return system for both hot water and chilled water must not be used. Project Title: Williams Operation Center Data filename: Z:\2008 Projects\08115 Williams Operation Cenler\ENERGY\08115 BUILDING.cck Report dale: 09/18/08 Page 9 of 9 COM check Software Version 3.5.1 Envelope Compliance Certificate 20061ECC Report Date: 09/18108 Data filename: Z:\2008 Projects\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck Section 1: Project Information Project Title: Williams Operation Center Construction Site: Parachute CO, CO Owner/Agent: Williams Energy Parachute, CO Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 50 degrees F): Project Type: Vertical Glazing I Wall Area Pet.: Activity Tvpels) Office Grand Junction, Colorado 5b 5548 3632 New Construction 7% Floor Area 12500 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name{Description Gross Area Roof 1: Metal Building, Standing Seam Exterior Wall 1: Metal Building Wall Window 1: Metal Frame with Thermal Break: Double Pane, Clear, SHGC 0.45 Door 1: Insulated Metal, Swinging Door 2: Glass, Entrance Door, SHGC 0.45 Floor 1: Slab-On-Grade: Unheated or Perimeter 12500 5400 330 126 42 450 Designer /Contractor: Johnson Carter Archilects Rifle, CO Cavity Cont. Proposed R-Value R·Value U-Factor 38.0 0.0 0.046 22.0 0.0 0.063 0.450 0.250 0.450 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: Budget U-Factor 0.065 0.057 0.550 0.700 1.200 [J 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. 0 2. Windows, doors, and skylights certified as meeting leakage requirements. [J 3. Component R-values & U-factors labeled as certified. 0 4. Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. l.J 5. No roof insulation is installed on a suspended ceiling with removable ceiling panels. 0 6. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. U 7. Cargo doors and loading dock doors are weather sealed. Project Title: Williams Operation Center Data filename: Z:\2008 Projects\08115 Williams Operation Cenler\ENERGY\08115 BUILDING.cck Report date: 09/18/08 Page 1 of 9 0 B. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropriate air·tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. 0 9. Building entrance doors have a vestibule and equipped with closing devices. Exceptions: Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq. ft. in area. 0 10.Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2006 IECC requirements in COMc/Jeck Version 3.5.1 and to comply with the mandatory requirements in the Requirements Checklist. ' -=-;;e.--~rdr/olS' Name· Title Signature Project Title: Williams Operation Center Data filename: Z:\2008 Projects\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck Date Report dale: 09/18/08 Page 2 of 9 COM check Software Version 3.5.1 Lighting Compliance Certificate 20061ECC Report Date: 09/18/08 Data filename: Z:\2008 Projects\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck Section 1: Project Information Project Title: Williams Operation Center Construction Site: Parachute CO, CO Owner/Agent: Williams Energy Parachute, CO Section 2: General Information Building Use Description by: Project Type: Activitv Tygelsl Office Activity Type New Construction Section 3: Requirements Checklist Interior Lighting: Floor Area 12500 0 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 12500 12406 YES Controls, Switching, and Wiring: 0 2. Independent controls for each space (switch/occupancy sensor). Exceptions; Designer !Contractor: Johnson Carter Architects Rifle, CO Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. 0 3. Master switch at entry to hotel/motel guest room. 0 4. Individual dwelling units separately metered. 0 5. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor, storeroom, restroom, public lobby or sleeping unit. Areas that use less than 0.6 Watts/sq.ft. 0 6. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. U 7. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. U 8. Tandem wired one-lamp and three-lamp ballasted luminaires (No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts; Luminaires on emergency circuits or with no available pair. Project Tille: Williams Operation Center Data filename: Z:\2008 Projects\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck Report date: 09/18/08 Page 3 of 9 Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2006 IECC requirements in COM check Version 3.5.1 and to comply with the mandatory requirements in the Requirements Checklist. "". tfla.-'""e-Pc.c-i !?e. -e:::-~ r da/o 3" Name· Title Signature Project Title: Williams Operation Center Data filename: Z:\2008 Projecls\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck Date Report date: 09/18/08 Page 4 of 9 COM check Software Version 3.5.1 Lighting Application Worksheet 20061ECC Report Date: Data filename: Z:\2008 Projects\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck Section 1: Allowed Lighting Power Calculation A Area Category Office B Floor Area (112) 12500 Section 2: Proposed Lighting Power Calculation A Fixture 10 : Description I Lamp I Wattage Per Lamp I Ballast Office (12500 sq.ft.) Linear Fluorescent 1: A: RECESSED PARABOLIC /48" TB 32W I Electronic Linear Fluorescent 2: B: RECESSED TROFFER /48" TB 32W I Electronic Linear Fluorescent 2 copy 1: C: SURFACE WRAPAROUND /48" TB 32W I Electronic Linear Fluorescent 2 copy 1: 8: RECESSED TROFFER /48" TB 32W I Electronic Linear Fluorescent 4: 0: ACCENT WALL SCONCE /22" T514W I Electronic Incandescent 1: E: REESSED DOWN LIGHT /Incandescent 75W Linear Fluorescent 6: Z: RECSSED TROFFER /48" TB 32W I Electronic Incandescent 2: Y: RECESSED EMERGENCY I Other Exemption: Emergency Lighting (Automatic Control) Section 3: Compliance Calculation c Allowed Watts I 112 D Allowed Watts (BxC) 12500 Total Allowed Watts-12500 B c D E Lamps/ "of Fixture (C X D) Fixture Fixtures Watt. 2 170 58 9860 2 9 58 522 2 4 58 232 2 9 58 522 2 2 28 56 10 75 750 2 8 58 464 35 8 Exempt Total Proposed Watts -12406 If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero, the building complies. Project Title: Williams Operation Center Total Allowed Watts = Total Proposed Watts = Project Compliance = Data filename: Z:\2008 Projects\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck 12500 12406 94 Report date: 09/18/08 Page 5 of 9 COM check Software Version 3.5.1 Mechanical Compliance Certificate 20061ECC Report Date: 09/18/08 Data filename: Z:\2008 Projects\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck Section 1: Project Information Project Title: Williams Operation Center Construction Site: Parachute CO, CO Owner/Agent: Williams Energy Parachute, CO Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 50 degrees F): Project Type: Grand Junction, Colorado 5b 5548 3632 New Construction Section 3: Mechanical Systems List System Type & Descriotion Designer/Contractor: Johnson Carter Architects Rifle, CO HVAC System 1: Heating: Central Furnace, Gas I Cooling: Rooftop Package Unit, Capacity >=240-<760 kBtu/h, Air-Cooled Condenser I Multiple-Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : 0 1. Newly purchased healing equipment meets the heating efficiency requirements 0 2. Minimum one temperature control device per zone U 3. Equipment minimum efficiency: Rooftop Package Unit 9.3 EER, 9.5 IPLV 0 4. Cooling system provides a means to relieve excess outdoor air during economizer operation. 0 5. Leak testing >3 per in. static pressure ~ report submitted showing CL <6.0 0 6. Discharge dampers prohibited with fan motors >10 hp 0 7. Balancing and pressure test connections on all hydronic terminal devices 0 8. Integrated air economizer required 0 9. Systems serving more than one zone must be VAV systems 0 10.Single-duct VAV terminals reduce primary air before reheating U 11.Controls capable of resetting supply air temp (SAT) by 25% of SAT-room temp difference 0 12. Fan equipped with electrical variable-speed drive Generic Requirements: Must be met by all systems to which the requirement is applicable: 0 1. Load calculations per 2001 ASH RAE Fundamentals 0 2. Plant equipment and system capacity no greater than needed to meet loads -Exception: Standby equipment automatically off when primary system is operating -Exception: Multiple units controlled to sequence operation as a function of load 0 3. Minimum one temperature control device per system 0 4. Minimum one humidity control device per installed humidification/dehumidification system 0 5. Thermostatic controls has 5 degrees F dead band Project Tille: Williams Operation Center Data filename: Z:\2008 Projects\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck Report date: 09/18/08 Page 6 of 9 Exception: Thermostats requiring manual changeover between heating and cooling 0 6. Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F (cool); ?·day clock, 2·hour occupant override, 1 O·hour backup Exceplion: Continuously operating zones Exception: 2 kW demand or less, submit calculations 0 7. Outside·air source for ventilation; system capable of reducing OSA to required minimum 0 8. R·5 supply and return air duct insulation in unconditioned spaces R·8 supply and return air duct insulation outside the building R·8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception: Ducts located within equipment Exception: Ducts with interior and exterior temperature difference not exceeding 15 degrees F. Exception: Continuously welded and locking. type longitudinal joints and seams on ducts operating at static pressures tess than 2 inches w.g. pressure classification 0 9. Mechanical fasteners and sealants used to connect ducts and air distribution equipment 0 10.0ucts sealed ·long"1tudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 1818 tapes and mastics 0 11. Hot water pipe insulation: 1 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigerant/brine pipe insulation: 1 in. for pipes <=1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes >1.5 in. Exception: Piping within HVAC equipment Exception: Fluid temperatures between 55 and 105 degrees F Exception: Fluid not heated or cooled Exception: Runouts <4ft in length 0 12.0peration and maintenance manual provided to building owner 0 13.Balancing devices provided in accordance with IMC 603.15 0 14. Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openings Exception: Gravity dampers acceptable in buildings <3 stories Exception: Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan 0 15.Stair and elevator shaft vents are equipped with motorized dampers 0 16.Three·pipe systems not used Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2006 IECC requirements in COM check Version 3.5.1 and to comply with the mandatory requirements in the Requirements Checklist. ~'-<. //ftt:;.A!! tr...J. I:E -=-~ ~ <? tfoJ %' Name-Title Signature Project Title: Williams Operation Center Data filename: Z:\2008 Prujects\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck Date Report date: 09/18/08 Page 7 of 9 20061ECC Report Date: COM check Software Version 3.5.1 Mechanical Requirements Description Data filename: Z:\2008 Projects\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified heating equipment is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed ASH RAE 90.1 Code requirements for equipment efficiency. 2. Each zone of a multiple-zone system must have its own temperature control device. 3. The specified healing and/or cooling equipment is covered by ASH RAE 90.1 Code and must meet the following minimum efficiency: Rooftop Package Unit: 9.3 EER, 9.51PLV 4. Cooling system provides a means to relieve excess outdoor air during economizer operation to prevent overpressurizing the building. 5. The specified distribution system is designed to operate at static pressure over 3 in. water column. The system must be leak tested in accordance with SMACNA standards. The contractor or engineer must submit a report to the enforcing jurisdiction documenting that a minimum of 25% of all duct surfaces have been tested and that tested ducts have a SMACNA rated air leakage class of <6.0. 6. Fans wilh motors >10 hp may not be equipped with discharge dampers. 7. Hydronic heating and cooling coils must be equipped with a way to pressure test connections and measure and balance water flow and pressure. 8. An integrated air economizer is required for individual cooling systems over 65 kBtu/h In the selected climate. An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. 9. Systems serving multiple thermostatic control zones must be variable-flow systems. Zone terminal controls must reduce the flow of primary supply air before reheating, recooling, or mixing air streams. 10. The specified multiple-zone system is equipped with single-duct VAV terminals. These terminals must be equipped with dampers, air valves, or other means to reduce the supply of primary supply air to a minimum prior to reheating. 11. Multiple-zone systems must include controls capable of resetting the supply air temperature by at least 25% of the difference between the design supply air temperature and the design room temperature. 12. Fans over 10 hp on a variable-flow system must have electrical variable-speed drives. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASH RAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each healing or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F dead band (a range of temperature where no heating or cooling is provided). Exception: Dead band capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h) or less. Project Title: Williams Operation Center Data filename: Z:\2008 Projects\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck Report date: 09/18/08 Page 8 of9 7. The system must supply outside venlilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable of reducing outdoor-air flow to the minimum required levels. 8. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum of R-5. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c) When ducts are located within exterior components (e.g., floors or roofs), minimum R-8 insulation is required only between the duct and the building exterior. Exception: Duct insulation is not required on ducts located within equipment. Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification. 9. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 10. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181 A and shall be marked '181A-P' for pressure sensitive tape,'181A-M' for mastic or '181A-H' for heat-sensitive tape. Tapes and mastics used to seal flexible air ductsand flexible air connectors shall comply with UL 1818 and shall be marked '1818-FX' for pressure-sensitive tape or'1818-M' for mastic. Unlisted duct tape is not permitted as a sealant on any metal ducts. 11. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in. for pipes <=1 1/2-in. nominal diameter 2 in. for pipes >1 1/2-in. nominal diameter. Chilled water, refrigerant, and brine piping systems: 1 in. insulation for pipes <=1 1/2-in. nominal diameter 1 1/2 in. insulation for pipes >1 1/2-in. nominal diameter. Steam piping: 1 1/2 in. insulation for pipes <=1 112-in. nominal diameter 3 in. insulation for pipes >1 1/2-in. nominal diameter. Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment. Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. Exception: Pipe insulation is not required for runout piping not exceeding 4ft in length and 1 in. in diameter between lhe control valve and HVAC coil. 12. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity (input and output) and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming commentsd) complete narrative of how each system is intended to operate. 13. Each supply air outlet or diffuser and each zone terminal device (such as VAV or mixing box) must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devices, and supply air diffusers. 14. Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served are not in use. Dampers must be capable of automatically shutting off during preoccupancy building warm-up, cool-down, and setback, except when ventilation reduces energy costs (e.g., night purge) or when ventilation must be supplied to meet code requirements. Both outdoor air supply and exhaust air dampers must have a maximum leakage rate of 3 cfm!fl2 at 1.0 in w.g. when tested in accordance with AMCA Standard 500. Exception: Gravity (non-motorized) dampers are acceptable in buildings less than three stories in height. Exception: Systems with a design outside air intake or exhaust capacity of 300 cfm (140 Lis) or less thai are equipped with motor operated dampers that open and close when the unit is energized and de-energized, respectively. 15. Stair and elevator shaft vents musl be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, venls, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: -Gravity (non-motorized) dampers are acceptable in buildings less than three stories in height above grade. -Ventilation systems serving unconditioned spaces. 16. Hydronic systems that use a common return system for both hot water and chilled water must not be used. Project Title: Williams Operation Center Data filename: Z:\2008 Projects\08115 Williams Operation Center\ENERGY\08115 BUILDING.cck Report date: 09/18/08 Page 9 of 9 J"AN-07-2003 09:39 From: OJ COMMERCII'LSI,IC 911':1 928 8963 To 1'713e4367599 From: To: State Of Colorado Department of Regulatory Agencies Colorado State £llectrical Board Cyrus L 'l'uchscher Ststt ElcctrlC411nspector 3J(l We•~ 'I" Stn:<:L Rifle, CO. Ml ~511 970-62S-5085 C'VTU$ tU!i'ltRCh~r(gidcmi.1\WC-' CU,Uif .lake Maness Colorado Commeroial Services 970-928-R963 Ob.crvuti~>ns from site visit date<! 01/0412008 Fur pcrrnit # 636 703 Williams Mnn Camp on Willow Creek Road. There are multiple oode vinlal.ions a partial list is noted here: Monday, ,Tonuary 07,2088 1) 69:5.2 On-Site Power Production Facility. The nurmal supply of e.lectric power foT the site that is expected to be constantly producing power. System currently is fed from 15 KVA generator thnt also suppli..., puww: for the I'C$1 of the mo.u camp. 2) 69S.l(A) lmlividual Sources. Where reliable, and where capable of" carrying lndctio.itoly the sum ofihe l<lcked-rotcr cum:nl oflhe :fire pump motor(s) and the presiiUI"e maimenance pump motor{s) and the full-load current ol'thc assoclllled ftre pump accessory equipment when connected to this power supply, the power source for an electric molor-chivcn fire purnp shall be one OT more of the following. System as configured is not capable of providing enough power for both operations 695.3(B) Mu lliplc Sources. Where reliable power cBitnot be obtained from a source describl:d in 69S.3{A), power shall be supplied ftom an approved combimu.iun of two or rnore ot" either of sucllsources, or fi'om an approved combinntiun nr l'eedml constituting two or more powCl" scurce~ as cl>verod in 695.3(R)(2}, nr fmm an approved combination of one or more of such puw.,. sources in combination w.ith an on-site st!llldby genenrtor complying with 695.3(8)(1) and (B)(3). 3) 695.3(A)(2) A tire pwnp shall be pmnitted to be supplied by an on-site pnwt!r production f.wility. The source fju:ility shall be located and prote<Jted to minimize the rm,;~ihili1.y of dllrTloge by fire. [NFPA 20:9.2.3] ' 4) 695.3(8)( I) Generator Capacity. An on-~ite generatcris) used to comply with this section shall be of sufficient capacity to allow normal srnrting and rwm.ing oflhll rnotor(s) driving th.e fire pump(:s) while supplying all other .Unmltancously operated load. 5) Currently there is a 40 amp cirouit breaker in sub-panel In fire pump con-ex that feeds the fire pump. Thill pcmel has o 100 amp main breaker, 11nd is fed from another sub-panel in Lhe generator building where the wires are ternililatcd on a 1 00 amp circuit breaker This configumtion of circuit breakers and sizes of circuit hreukers are violations. Cirouits that supply electric motor-driven fire pumps simi! be supervised from inadvenent di1100nnootion as covered Jn 695.4(A) or 69S.4(B). Xl:l.:l 13r~3SI:l'l dH Wdss:v sooz zz uer 97092889G3 To:780436758S1 (A) Direct Connection. The supply comtuc:tors shall di~cll y cnnnect tbe power ~ource to either a listed lire pump controller or list<XI cnmbination fire pump controller nnd power transfer switch. [NfPA 20:9.3.2.2.2] (13) S~~-.ervised Connection. A single disconneo:ti.ng moans and associated overcuaent protective devlce(s) shall be pcmnitted to be installed between a remote power souroc and on~ ofthe following: ( L) A listed fire pump controller (2) A listed fil'll pump power transfer ~witch (3) A I isted combination tire putnp controller ;md power transfer switch for systems installed under the provision!! of 695.3(8)(2} only, such additional discormecting means and BSlloci>ncd overcurrent prvtcetlve devioo(s) shall be pennitted as required to comply with other prcvisi•.ms of this Code. Ovcrcurre11L protective devices between an on-~ite standby generator and o tire pump controller ~'hall be selected and ~ized according (0 430.62 to provide shmt-circllit protection only. All disconn~:~~li.og devices and ov<m:\Jrrent protective devi~:•>< that arc unique to the fire pump loads shall comply with 695.4(H)(1) thrc•ugh (B)(S). (6) 69S.4(l)Oven;urrent Ullvice Selectio:n. The overcurrent prolcctive device(~) shall be scl~ted or set to carry indefinitely the sum ufrhe locked-rotor cuf'l'IYtt o[thtljire pump mntnrM ami the pres.•ure maimenan~e pump motor(s) tmd the full-load currtnt !![the. as.,oclutedfll'l!. pump occe!'sory .tlquipmeJtt when coruiectcd to this poweT supply. Tile .tel!lllremenlto carry the locked-rotur cun:enlll indeftnitely shall not apply to conductors or device~ other than ovcrCI.IITCnt devices in tbe fire pu!IIj) motor circuit(s). (7) The other pOTti.ons (ll" Article 695.4(2) through 695.4(5) also need to be adhered too (8) 695.6(A) Supply conduct<.>rs shall be physically routed outside a building(s) and shall be ;,.:.tailed as servlc.t! entr(VIce co11ductors In ur:cortlallce with Mi<'ie 1.ffl. Where ~upply cunductors cannot btl phy~ically .routed outside buildings, they shall be permitted to be routed through buildings w'hcrc installed i.o IIC4:ordnncc with 230.6( I) or 230,6(2). Wheze a fire pump is wiled under the provisions nf 695 .3(:R}(2), this r~quirem.cnt shall11pply to all supply conductors on 1hc load sil.lc oftlte l!Crvice dW<.:onnecting means that constitl.tte the no!I11&1 source of supply to that fire pump. (9) 695.6(B)Firc pump supply cocductors 011 the load side of~ fllll!l discotUlc:<.:iing mean~ and overcurrcnt dcvi~-e(s) permitted by 695 .4(B) shall bt: kept entirely indep"ndent ofall other wiring. They shall supply only loads that are directly IISsociatcd with the fire pump syRtcm, an they sbnll be protected to resist potential damage by fire. Slnlc:tural failure, or operational accident. They shall be pcrmltte<:lto be routed through a building(s) Currently sub-panel in con-ex ~upplies other loads. ( 1 0) 695 .6(0) Overload Protection. Power circuits shall not have autc(llatic protection againllt overloRd$. Branch-circuit aml feeder condu.:~Qrs shall be protected against short circuit only. Whe« a lap is mad" In supply a fire pump, the wiring shall be tmlted a• sctVice conductors ir accordance with 230.6. The applicable dislance and size restrictions h1 240.21 shall not apply. Exception No.2: For on-site standby geners.tor(s) rated to produce continu()IIS current in excess of 225 percent nl"thc f\111-lt.ad flffipercs of' the fire pump motor, the cnnductors betwceJ the Oll->;itc generlltor(s) and !he combination lir'C pllll1p transfer switoll oontroller or scplll"atcl) moun led transfer •witch shall bo installed i.o accordance with 695.6(9) or protected in uccordanc.: with 430.52. (II) b95.6{E) Pwnp Wiring. All wiring from the controllers to the pump moto'NI shall he i.o rigid metal conduit, if!Wrmediate ~ru~tal conduit, liquidtight flexible metal conduit, or 1iquidtight flexihlc nonmetallic conduiL Type LF'NC·B, limed Type MC cable with an impervious covering, or Typ~ M1 cable. Currently Jo<:kcy Pump is plug nnd cord. connected. This is a .,iolaliuu. Xl:l.:f .l3f~3SI:ll dH Wdss=v sooa aa uer JAN-07-2008 09•39 F~om:CO COMMERCIALSVC 970 928 8963 To:7804361589 (1 :2) I 10.26(A) Working Space. Working space ror equipment opera~ at 600v1Jltll~ Mminal, or less to ground and likely to require examinaticm, adjustment.. servicing, or maintenance while energized shall •'urnply w.itb. tbc dimen~ions nr 11 0.26(A)( l ). (A)(2). aJJd (A)(3) or as tequired or permill.,d elsewhere in chis Code:, fur Sub-Panel nt fire pump Con-ex (13) Multiple ntl>er smoller violations also noltld. Thank you Xl:l.:l l3r1l3SI:l1 dH ~d6S•v 800G GG u~r ·-·--·-------····--·----- ln~JICCti.on ttnd Testing Form Stnice Organization Name; ~tion Syf>tem!l fnc Addre:;s: 7306 W Yr:IJoWSlont: llwy Cmrocr. ~ 'R.I:Jnescntmivu:: Ra•~vans Liceuse N1~.: J:'LV::9.=J.J]2J. ·ruJephont:: J!P-~~-521:! Monitoring Entity Cuutut.1: ~.it~ Telcphonl.!: __ _ Mnniloring Acc01mt Ref. N¢.: !..1:-pe 1'nuumission D McCulloh C Multiplex 0 Di!lit!l 0 Reverse Priority 0RF D Other (Specify): __ CCJntrol Unit Manufacturer: ~ Circuit St>·le!!: 4 & Y NumberorCin:uits: 1 5{,ftware Rn•.: U Last Dote System Had Any SeJVice Perf0111led: .!1..'W!Z l>nlt:: !;!0/QJ. ·lime: J~1JY..J:.M. Pi"'pert)' Name (User) Name: e:n .. ru~.mptc sm. Seryir:es Camn..!.ill Addn:ss: WilUams Winter Cn.Jl11!1LJ. Owner C.::Omact: KC'n Wnm:: l'clophon~: l:IID!o4l!,'l.o!\~U Appn•'t'ing Agency Cui\Ulcl: __ _ Tt:lepl\ow:: ___ _ Servic~ OWocldy 0Monlhly OQunrterly ~Semiannually Annually Other (SpecifY): __ Model No.: NEi..::J~P. Last Oate lhnt Auy Software or Configurt'.tion Was Revised: 12J7/01 !! .l1 .I ~ 1 Alunn-lnitiating Devices and Circuit lrtformation Cir'"uit Style .1 :! Mill'lual fire Alarm Boxes I on Detectro Pnot:o Oe~ctor.i nucl Oeteclors Heat Det~ctors. WmcrnDw !Switch\!_\,. Supervisory Swilcl~eS Ollw (Specif)'): ~mn<nr r.!lDJ!ing,_ Alarm verificatlnn feature is disnbied !81 en:.bled 0. XH.::I l3r~3SH1 dH Alarm N-olific;Won Appliances tnsd C:lrtult luformatinn Qw.ntlty Circuit Style I y Nn. afnlnm notlfl~;lalittn upplian1.1~ circuits: 1 Arecin.:uhsmunitorr:ll roritncgrit:t:' ~ Yc::. 0 'No Bells Horns Chimes Strobe~ Spcala:rs Other (Spedt)'): Hr:m S!mb~ Supt"ltal')" Signl-lnitiatiog; Dl!llicc& a.nd Clrutt IDformu.tiun Quanflty CJ;cult Styk SignaUn" Line CJn'!ults Bt1ilding Temp. Silc W01er f cmp. Site Water t.evd Fire: 'Pump Power Fire Pump RWJning fire Pump Anto Position fir~ Pump or PumpCootroller Trouble Firt" Pump Running Oencra1or In Auto Position Gt!ne:ratoror Co1nrollcr Trnublc Swileh Tnmsrer Oenvrptor EnGine Runnins Otlm: __ ()u.lntity and :~lyle of IUSflaling Unt dn:uits: ~;onnc.:t.:d to systen1 (:rt"'i' .Vf"PA. Tah/1! 6 6. I)' Q:.z.mlity; l Sl)rld(s):!! Srrti!m Pnwer Supplfd (c) Prim:~!')· (Main): Nommal Voltaw:= .li!£ Amps~ 0\·en:urn:nl t'rol.t:aion: l)pi!!: ~ Amp~~ Lc.e<~tion (ofPritniU)' SUpply Panelboord): N;p;t m Panel Di~nnc:ttiug Mct~ns Locnlion; BreaJ.::er119 (~) Stc.ondmy(Stlllldb_v}: ~ S:tomtle Bo.llCT): Amp-Hr. Ratin~ l.H Calculaled capacity tu opc:ratt: ~)'stem. tn houm; Nx 24 __ 60 __ EngimH.trlv!!n pner.nor dcdic-dled tO tire >~!arm ~y:1t.r:m: Lor.:/ltiQfl.:~f ful!i ~ntat!C: -·-- Type B~ltuy 0 Dry Cell 0 Ntclc.I!I·Cadm1um 181 Scn.ll!d Lct~d-Ad::l 0 f.coti·A..chl !:I Oiher(Specif)') (01) l!mergcn;y or stondby ~ys1em u'>Cj ll.!i 11 bacl:up \(I \llilltal} p111~ supplv, inslt.-ad of using n nco11~· pnwcrJ:UPpiJr: _ -· Em~rae11cy ~)'!llCm described in NFP A 10, Ani~:lc 70~ _ _ UgeJiy required ~ot;n\dby 1lmribtd in NfrA. 70, Article 701 __ Optlonlll Etomfby syst.cm describe-din Jo.IFPA 70, A..U~;J:> 702, Wlrich n.lsa mcelS tht: pcrfornunr.C" ~ulremenl! of Arth:lo:= 700nr iOI. Xtl.:l l3f~3Stll dH Wd6S'v 8003 33 u~r Notlfir:al!nn!l MotULO!'int, Entity Bt!ildingOccupnnu B\~llding MIMttetn~t Olher (Spe.cif}<) AHJ Notified rof Any hn~irments "'"' CMIUJ]lhtil lul~:rfoee Equipment l..Artt('lsll.&DS Fuses Plinlaty Pawer Sl!~\)o Trouble SiS! lUis DW.onntctSWitcht!_r; Uroumi-Foult Mcwhorin1: Secnull1111' ro".cr Typr l\o!Ucry Coodition IN.r.J Voltttgc Ois.::ha~Tnt Cha.rger'l"l!r.t Specific Gmvity Trn!1rn~ SuppreM"on .Remn~e Aunanclarol'$ Nntifia~Uon AppUanecr; ;\udihl~ Visible f.peab.-r!> Voic.: Clruity Prior to Ally Te~ting. Ya "' Whn 0 ffil 0 B BQr. & onve -P"O [ijJ 0 181 0 181 System aud lospttffon'i \'tsunl Funclfo13al l'8l 0 !i! 0 8 0 l'8l 0 § 0 g, 0 fiil 0 VUunl Function:d iBl iBl t8l 0 0 0 0 0 i f2l 181 0 0 0 l!!!Jn;l Conrmenu """""' -l!!l!ll!!l ~ pi!.'>\t:d Im.:itt~ (!;l'i~ InitiAting and Supervbory Dtviee Tcds;~~nd lnS~pCCtioUA loc. & SIN Device Type Visunl Ch"k ~ 0 Funcllonul Tul ~ 0 Fmelory Soillnu Timt lL!I:fll!m J..l.;9.!L.6m ... , 0 0 0 0 0 0 Commenu; ~lWI conduit U! Kirchtn S1mpreuion Mnd,l!e pngel Smnke d.::tsctm pnt.LD:Yli!Jl..hp_m;: Jlli!IOC.nl.n!lln&..mmlil!lt DeviB'fj arc EemDn!'.llrily infilnllpd wi1hou] C.~lisil!l:r....l!nru-.~ .. n .. .ik:rl~~::d~ Xl:l.:l l3f~3SI:ll dH Etncrgeno ComUJunleallons Equlpmc~~;l Mione Set Mione Jl'!Cks O{f.Hook: rndlcnt(lr ,\lnplifi.:tl">) Tone Ocm:rolor(!;J CRil•ill ~lgnal Sy!;tam Perfomnmcl! lntcrfsrn: r"')U{(lt!U"IJI (~;>tclfy) ___ _ (S:Jeeif)') __ {Sp~cify)__ Sptcbl H~rd Sy~tctru (!'lp~ify) __ (Specify) ___ _ {Spccif)'l __ Supe:n·l\lug St:;tlion Monitoring A:nrmSig.t\l\1 Al!U"m Rl'!!.loruuun Trouble: Signal Sup.:nr\or}' Signal SUp;!rvbory Rt'Stonuiou NnlmraUon& That 'T ~ting IS' Cmnpltt.e Ball din.& M;magment Monitorlnlt AzcnC)I l:luildiog Oeeup.~~.n~ Otht:r (5pL-cii)'J VtsuPI § 0 0 0 0 Visual 0 0 0 0 0 0 v .. 0 0 § Functional 0 0 0 Q 0 0 0 De'o"ict Ope:raHon 0 0 0 0 8 No § 8 No 0 8 0 Thnc Commr.nh Simulated OperlltioD § § C(]mmeun J;ao./1," 1"hc fotlowluj.:. did nnl op~tu comclty! ~d!! hom strobt! nr_ FPC js not onmring. f.le.~imn.t~...!!ct. ~-hl~l!!.U& t\1/!ttOpw or oomp~ina du~: tp ln~k of \\tttcr nnd luui.'C!I vnl-..~ Xl:l.:l L3r~3Sl:ll dH Wdoo:s aooz zz u~r 1414 ELK ST., SUITE 202 ROCK SPRINGS, WY 82901 (307) 362-5028 SCALE: 1 "= 500' JOB No. 13815 DATE: 6/23/06 PROPOSED BHL FOOTAGE FOR WILLIAMS PRODUCTION RMT COMPANY CHEVRON TR 33-,23-,533-,34,-534-,423-,424-,24-3-5!J7 EXHIBIT1A EMERGENCY SERVICES MAP FOR CHEVRON TR PAD SEC. 3, T. 5 S, R. 97 W., GARFIELD COUNTY, COWRADO "WILLIAMS PRODUcnON RMT COMPANY Divi sion of Regis trati ons Colorado The otllcbl State Web Port al ~t~~~;\ Dft~a .. '..: .. ; ·' .,,~· .. Divi s ion of Registration s !X'P.UII1\t'f'11 ol Rt 91JI.lUlfY Al}iliK~ Electrical and Plumbing Permits Online Viow Inspection for Permit 636703 • lttdiCJJIOS Roquirod Fio/d Inspection Pem1 it t1: 630703 Inspected Onto : 08 ·'13.1 2008 Pe rm it Holder : COLO FlfiO O COMMEFICIAL SER VI CE . IN C. Si l o Addr oss : 16 Milos Wrll ow Cr eek Rd Cr ly : Ritlo Sl nHl : CO Zip : 81650 In spec ti on Typ o: Fi nal SlntusJActlon: Accop tcd fluinspoction Foo Pnld S: Cornmonts : Corrections : 1 ) ~O ;:'F I!C ti()r\!1 11 1 1 ol(Ht t"!.3 9 1~tj .. n :l r~~1lr!l 1 1:\ IP 1.) 1\0 l lu!IO ~r.f.! r-e r r,1L c o r fl n v u i l n l.l:O~ J t U!:c :.rl o;;al F'ino l OK In spec tor 's Narno: Cyru s Tuch sc hor PtiOrlO : 970 ·625 ·5085 ( Print for Dlsplny ) [ OK • Ques tions? Che ck ou t tho Dofini tions Pnoo or Froql•ontty A$k.od OlJOSti O(Is (F/1 0). • Pton so t.1 ko our Su rvoy to toll u s obout your oxpcrl cnco wl1h th o onh no J>QIIlllts silo . Pa ge I of I Fodoral Homo Pogo II Stoto Homo Pogo II Dop artm onl ttom o Pngo Top or Png l! Pr ivac y Sla tomo nt I Discla imer 1 edYtcOI AH~O . E ·l1'1ai l l"'.ot"I~!OO n T~hn9log ~ StX1lon E·Mnit tho Dlvi &i on of Oogl tf!rO I \O ilS ISGO llroadwny. Su rlo 150 0 Oc nvc r, CO 130 20 2 .V J :r .M ,-. ..,..._, r i. r •r; .I ji':l.l llj fliiQt CI!IQrlldQ 111, !l l tJII.!JI A c (·l ..... r. 't'. , \o,,(_, l ... c. t t;·· , ... 1,•11 . '• r 1r . • ~ • ,._.," .F""r• rv.•h t ~v. -1:1 hll p.<d/www .tlora.s lal c.co.usl pl s/n.:a i/EP _ WEil _ln s pccli o u_G U I .Show_Pagc?p_u s ~r_l ypc ... W 15/1 008 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone {970) 945-8212 Job located at ~Jh..-. J fZ, dQ-< Permit No. /O &-a r I have this day inspected this structure and these premises and found the following corrections needed: I I' 0 Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 1-Jt,-Q Y 20 Building ln:Pector <it~ P.; ---- Phone (970) 945-8212 Q ~ \~?k1;v;o\~Q\)7>\~ ~~lQ~-e---.N-5-PE:.-IO_N_S ___ LH ____ Zoning ---- Soils Test Weatherproofing __________ _ Footing Mechanical ___________ _ Foundation Electrical Rough (State)-------- Grout------------ Underground Plumbing------ Rough Plumbing -------- Framing __________ _ Insulation _________ _ Roofing __________ _ Drywall ----------- Gas Piping---------- -J;r ~ ~ ;ra--c..t~ .··~.~·~ .. •. '1/'.'k i~.ii~ Electrical FiniliState>----------,~ Finalf-2 tf, 1-7 /Checklist Completed? tfCM.. Certificate Occupancy # -------- Date~..-.-.,.....,--------- Sept;c Sys~a~."?~ . Final In:tl¥~~ (fni) 0th"'.--------------- NOTES (continue on back) INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT '2'2_ 7 , 3 ~z1 -\~YIELD COUNTY, COLORADOlO~O'\ Date Issued .. ) ....•...•..•............ Zoned Area ............................... Permit No ................................. .. AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. u .. ~wp '&.....\) l~Ylq ~ ~to.~:¢! (Ttoi(. R\u~e) Address or Legal Descript;on ~.0.3-· 1""5• CS~e-3 Owner c'm.\1)00 \)"b!j Contractor Pi\ I$DVC.O 'Mrl!>\l:l\nl'" Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing ) Driveway Foundation ') ~p V~. Underground Plumbing Insulation Rough Plum bing Drywall f'"'"'~ &:l.r. w ..I, Chimney & Vent Electric Final (by State Inspector) fP.t, .JI..t., u: 1 Gas Piping Final .J... \., .fw,w _,c l, r;; "''l!.tA Electric Rough (By State Inspector) Septic Final Framing Notes: (To include Roof in place and Windows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD Date \-\Q-0~ Byt.~OP'MC.\Yl~ ..1-L IF PLACED OUTSID ~ Q~ER WITH CLEAR PLASTIC OIL AND GAS LEASE from CHEVRON U.S.A. INC. as Lessor to WILLIAMS PRODUCTION RMT COMPANY as Lessee Trail Ridge Area Garfield County, Colorado Dated June 3, 2004 LIS 697004 ]. 2. TAHLE OF CONTENTS LFASE. ... . ..... . OPTION TO REPLACE GETTY LEASE .................... .. l'age . ... . ... . . .. ... . ...... l . .......... ·················•···· 2 3. TERM ................................................................................................................................ 2 :J CONTINUOUS OPERATIONS ........................................................................................ 3 5. 1\CREIIGE RELEASE ..................................................................................................... 4 (, WELL INFORMATION .................................................................................................... 5 7. ROYALTY ......................................................................................................................... 5 8. SHUT IN WELLS AND SlJUT IN Pi\ YMENTS .......................................................... 6 ')_ PAID-UP LEASE ...................................................................................................... 8 !0. RELEASE OF ACREAGE ................................................................................ 8 II. WELL LOCATION AND SPliCING ........................................................................... 8 \'.!. PROTECTION OF COAL SEi\l'viS AND OIL SHALE ............................................ 8 ll. SURfACJ: USE ....................................................................................................... R !d. SlJRF1\C:E RECLAMATION ................................................................................ 12 IS PROTECTION AGAINST DRAIN;\GE ..................................................................... JJ I (l_ CONSENT TO ASSIGN ......................................................................................... I 3 17. PREfERENTlAL RIG liT TO NEGOTII\ TE ................................................................ I 3 I X FORCE MAJEURE ...................................................................................................... I 4 IV POOLING ................................................................................................................... 14 211. TITLE............................. . .................... . . .......................................................... IS 2 I. INDEMNITY ........ . ························-······· ........................ ·····················-···-········ 15 22 INSURANCE ................................................................................................................ 16 2J OPTION TO PURCHASE GAS FOR SHALE OIL OPERATJONS ............................. J 7 The provisiom of this Section 8 shall not apply to those wells th;Jt were drilled <ttHI completed on the lands subject to the Getty Lease prior to 1he effective dale of lhis Le<Jsc. These wells are identified on Exhibit B. The shut-in provision of the (Jetty Lease shall apply lo the wells listed on Exhibit ll. Shut-in payments shall not be in lieu of rmy royalty based on acnwl prodnrtiun 9. PAJD-UI' LEASE. This is a Paid· Up Lease and Lessee shall not be obligated during the term hereof to make any delay rental pnyments. JO. RELEASE OF ACREAGE. Lessee may at any time or times surrender this Lease as to all or any portion of the Leased Premises by mailing or tendering to Lessor or by filing for n!conl a release or releases in a form acceptable to Lessor, and be relieved of all obligations thereafter accruing as to the acreage surrendered, but same shall not relieve Lessee of any obligation existing as of the date of such release. Should all or a portion of this Lease terminate pursuant to any of the provisions hereof, Lessee shall, within thirty (30) days of the date of such termination, and without consideration, execute anu deliver to Lessor a release in a fonn acceptable to Lessor, hut execution and delivC'ry of sajd release is nol :1 precondition to the mnomatic terminntion provided for herein. 1.1. WELL LOCATION AND SPACING. Without the prior written collscnt of Lessor, which consent may be withheltl by Lessor in its sole and exclusive discretion, ;JII wells on the Leased Premises shflll he local eel at least one hundred ( .100) feel from any Le;Jsc houndary, and shall be spacPrl no denser than one (I) well per ten ( 10) acres. Lessee agrees not to apply to the State of Colorado Oil ant! Gas Conservation Commissiun or any successor agency for any exccplion to the location and spacing provisions ~et foith herein '-Vithout the prior writlcn consent nf the Lessor. 12. PROTECTION OJi COAL SJ~Ai\IS AND OIL SHALE. All wells sh<JII be drilled, produced, nne/ operated in compliance with all present and future directives, laws and regulations of the State of Colorado and the federal government and the agencies thereof designated to protect either coal seams or oil shale deposits, including but not limited lo Rule 209 of the Rules and Regulations of the State of Colorado Oil and Gas Conservation Commission. J3. SURFACE USE. Lessee acknowledges that the Leased Premises arc currently subject to various leases to third parties, including but not limited to grazing and recreational leases, timber harvesting leases, nnd Jenses covering mineral..;; other than oil ond gfls, and !hat Lessor reserves the right to execute similar leases to third p<lrlies during the term of this !..case, provided, however, in order to avoid unreasonable impacts to Lessee's opcn1tions under this Leflse, Lessor shall make a good faith efforl to consult with Lessee prior to granling hunting leases or licenses to third pmies. Lc.~sec <Jcknowledges that Lessor's grazing lessees have hunting rights but such rights nre restricted to immediate fan1ily. Lessor also reserves the right to grant similar noncommercial hunting rights lo future grazing lessees. Lessee al.~n acknowkdgcs that Cc'ssor has granted third panies various permils, licenses, casements, water rights, and other rights affecting the Leased Prelllises, and that Lessor reserves lhe right to make similar grants during lhe lcrm of this L('asc. Lessee shall conduct it.~ operations on the Lease with due regard for the rights of Lessor's existing and future lessees, licensees, and grantees, and with a view to minimizing interference with the rights of such lessees, licensees, Jnd grnntecs. Upon Lessee's request, Lessor shoJI provide Lessee with inform:llion concerning the nature of such lenses, permits, licenses, casements, and grants to third parties. Lessor will grant Les::;ce, npon Lessee'~ written rcquc.sl, licenses to use rights-of-way 1 cascmenls and other surface use rights held by Lessor pursuant to third-party grants or agreements for access to or operations on the l .e<tscd Premises when (i) permissible under the npplicablc grant or agreement and, (ii) in Lessor's sole opinion Lessee's usc of such surface usc rif!llls will not interfere with Lessor's use thereof. Lessee's surface operations shall be conducted in accordance with the following: (a) ~ \ \ \. Prior to constmcting well pads, pits and roads, drilling wells, installing gathering lines, Jlowlines, pipelines, seporntors, compressors, pumps, tanks ~nd other production equipment and facilities ("Support Structures") or conducting any other nctivity likely to cause damage to the surface, Lessee shall give at ·least thirty (30) days written notice to Lessor and affected surface lessees, licensees, and grantees and make payment to Lessor and the affected surface lessees, licensees, and grantees for all anticipated damages, including but not limited to damnges lo growing crops, roach, ;1djudicarerl water rights, timber. buildings, irrjgatjon ditches, livestock, feed lots, and fence~. Lessee's notice 10 Lessor for constmcting well pads, pits, and road :tcccss lowell pads shall include Lessee's application for permit to drill with pl:tts. (b) Lessee shall callSe all wells, Service Corridors (os defined in Section 13(1) below), and Support Structures to be precisely and exactly surveyed and loc"tcd (as built) on <l detailed map of the Leased Premises. This detailed formal map shall be referred to as a master as-built plat and shall show the entirety of the Leased Premises and all such surveyed wells, Service Corridors, and Suppon Stntctures. The master as-built plat shall be updated and kept current with revisions being made no later than 11inety (90) days after each well is producing and no ]mer than ninety (90) days after a Support Structure is placed on the surface. A copy of the most current master as-built plat shall be sent to Lessor twice a year (June 30 and December 31 of each calendar year) and shall be clearly identified with the date and revision nmnber. (c) Access to the Leased Premises shall be through locked gates controllcu by Lessor, Lessee, or affected surf nee lessees where such gates currently exist or where such gates may be inswlled in the futme. Lessor shall make arrangements for limited access by Lessee's employees, contractors OJHI other necessary personnel with the intent to minimize disntption to the property, operations, and rights of surface lessees, licensees, and grantees, insure integrity of the Lessee's operations OJlthe Leased Premises, promote safety, and eliminate trespassers. 1 .csscc shall also, with advice and consent of affected surface lessees, licensees, and grantees, install locked gates at appropriate locations that will insure the integrity of the Lessee's operations, protect the property, operations and rights of surface lessees, licensees renwin in efferl, Less(>r will pennillhosc Suppon SlnJcllnes 10 remain where Iiley arc located and continue to give Lessee ;-~cccs~ to ~uch Support Structures .unJess and until lhe reloc<llion and/or removal of such Suppon S1ruc1ureo is required under Seclions 32 or 33 of Ibis Lease. (g) Pipelines from well silcs 10 lnmk lines will be lonlled wi1hin or alongside exisling roadways or lbe adjacenl bar dilch or wilhin Service Conirlors. Oihcr pipelines, flowlines, roads, power lines and olher utility ·lines shall be localed wilhin Service COJTidors. Lessee may rc~ucsl in WJiling Lessor's consenl lo 1he localion of a pipeline, road, power line or olher ulilily line onlside of Service Corridors. Lessor's consenl 10 Lessee's proposed localion of a pipeline, road, power line or olher utility line oulside of Service Corridors shall be in wriling and shall not be unreasonably wilhhcld. The failure of Lessor lo respond wilhin lhirly (30) days of Lessor's receipl of such rcgnesl by Lessee shall be deemed lo conslilute Lessor's consent under I his Subsection 13(g). (hJ Drilling pils and produced waler pils shall be fenced, flagged and properly m<~intained. (i) . (j) Lessee will minimize impacls on wei lands, ripari<IIJ areas and lhe nalural drainage. Lessee may mainlain lcmporary man camps on ___ ,~~.H .... Ji.ilcs Juring drilling, complclion and re-working openilions 10 minimize lraffic amilli'e days required for such oper;Jiion~. Ccntr:.lii;.ed man camps, staging area~ and m::llerials lwndling yards locnlcd off approved well siles or fnr mulliplc well sites shall require " separ:lte written agreement between Lessor and Lessee. (k) No well shall J,c drilled wilhin 1wo hundred (200) feel of any residence or Diller occupied b11ilding or hunling camp suitable for Jiving now or hcrcaflcr conslnrcled on I he Leased Prcll1i!'cS wilhoul 1hc consenl of I he occup<~nllhereof and Lessor. (I) Withoul in any way lessening Lessee's oblig<llions under lhis Section 13 or Sec lion 14 below, Lessee shall have the righl al any lime wilhin one (I) year after cxpiralion or StJJTender of I his Lease or :my pari hereof lo remove all of Lessee's property and fixlurcs, including lhe righl to draw and remove all casing, excepl I!Jal Lessee shall not have lhe righl 10 draw and remove casing from wells thai Lessor elcc1s lo lake over nnd operalc for ils own accounl pmsuant lo Section H of I his Lease. (ill) Lessee granls lo Lessor the express righl louse any of ils 1elcphone or dala lines, towers, utility poles, and similar facilities, for Lessor's shale oil operalions to the ex len I Lessee has the righl lo do so and such use by Lessor does not inler[)"re, in Lessee's sole judgment, wilh Lessee's use of such facililics. (n) Lessee shall conducl its operalions under lhis Lease as a reasonably pn1dent operator, in a good and workmanlike manner, and in compliance in all material respects with applicable governmenlal slatutes, ordinances, rnles, regulations and IN WITNESS WHFREOF, this instrument is executed effective as of the elate first above written. TAX J.D.: 25-0527925,__ Social Security or Tax Number STATEOFTEXAS ) ) COUNTY OF HARRIS ) LESSOR Cltcvron U.S.A. Inc. LESSEE Williams Production RMT Company -~ L..-7 ~- By: -~ . ~---~~--- Nan . ose . anett T e: Attorney-in-Facl0f The for~oing instnn;tent was acknowledged bcfor: me thi_s~£.~ay of JU!:]f!:_, 2004 by 0. F. 6.tdA &J,-"_JI:. _____ ....... as Attomey-m-l•act for Chevron U.S.A Inc., a Pcnnsylvnma corporation. STATEOFCOLORADO ) CITY AND ) COUNTY OF DENVER ) The foregoing instrument was acknowledged before me this U day of J L{/1! e._ , 2004 by Joseph P. Banctt as Attorney-in-Fact for Williams Production RMT Company, a Delaware corporation. My Commission Expires: Parcel Detail Page I of 5 Garfield County Assessor/Treasurer Parcel Detail Information Assessorffreasurer Property Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics I Tax Information Pan;elDetil.il I Yilll.leD~!ail I Sale.s._Delail I B.~sidentilll/CQmmercii!LimproYementDeiail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 029 II R290521 II 2137153oooo9 II 28.203 I Owner Name and Mailing Address !cHEVRON USA INC IC/0 CHEVRON TEXACO PROPERTY TAX IPOBOX285 !HOUSTON, TX 77001 Legal Description lsECT,TWN,RNG: 1-5-97 DESC: I ls2NE,S2SW,N2SE,SWSE,N2N2SESE,LOTS I 15(37.54),6(37.82 I lsECT,TWN,RNG:I0-5-97 DESC: ALL I lsECT,TWN,RNG: 11-5-97 DESC: ALL I lsECT,TWN,RNG:l2-5-97 DESC: NW, SW, I IW2SE, W2NE, SENE, S2N2NENE, S2NENE I lsECT,TWN,RNG:13-5-97 DESC: W2NE, INW. S2 SECT,TWN,RNG:13-5-98 DESC: ITR 68, LOTS 5(19.39), 6(19.53), 17(19.65),8(11.75) lsECT,TWN,RNG:14-5-97 DESC: ALL lsECT,TWN,RNG:14-5-98 DESC: LOT I5C1I.28), 6(23.36), 7(8.01) lsECT,TWN,RNG:15-5-97 DESC: ALL lsECT,TWN,RNG:15-5-98 DESC: LOTS http://www .garcoact.com/assessor/parcel.asp?Parce!Number=213715300009 12/19/2007 Parcel Detail Page 2 of 5 16(8.04), 7(8.32) lsECT,TWN,RNG:16-5-97 DESC: ALL lsECT,TWN,RNG:17-5-97 DESC: ALL lsECT,TWN,RNG: 19-5-97 DESC: E2SW, lsE, LOTS 7(37.79), 8(37.99) lsECT,TWN;RNG:2-5-97 DESC: SW, S2SE, !LOTS 5(38.67), 6(38.96) lsECT,TWN,RNG:20-5-97 DESC: ALL lsECT,TWN,RNG:21-5-97 DESC: N2 lsECT,TWN,RNG:22-5-97 DESC: N2 lsECT,TWN,RNG:23-5-97 DESC: ALL ISECT,TWN,RNG:23-5-98 DESC: TR. 70, ITR 71, TR 72, SESE LOTS 14(8.59),5(8.02), ISECT,TWN,RNG:24-5-97 DESC: ALL ISECT,TWN,RNG:24-5-98 DESC: ALL lsECT,TWN,RNG:25-5-98 DESC: N2, SE, ITR. 101, LOTS 1(20.47), 2(20.58), 13(8.04), SECT,TWN,RNG:26-5-97 DESC: IALL SECT,TWN,RNG:26-5-98 DESC: TR 195, TR 96, TR 97, LOTS 1(29.30) 12(16.64), SECT,TWN,RNG:28-5-97 IDESC: N2, SE SECT,TWN,RNG:29-5-97 I IDESC: ALL SECT,TWN,RNG:3-5-97 DESC: ISWNE, S2NW, S2, LOT 8(40.38) lsECT,TWN,RNG:30-5-97 DESC: IE2,E2W2,LOTS 5(38.13), 16(38.40),7(38.62),8(38.83) I lsECT,TWN,RNG:31-5-97 DESC: IE2NW,NESW, LOTS 5(39.07), 6(39.34), 17(39.60), SECT,TWN,RNG:34-5-97 IDESC: N2, SW, N2SE, LOTS 3(42.00), 14(41.79) SECT,TWN,RNG:36-5-98 DESC: INE, N2SE, SESE, LOTS 2(16.44), 14(3.10), 5(39.57), lsECT,TWN,RNG:4-5-97 DESC: S2N2, S2 lsECT,TWN,RNG:5-5-97 DESC: S2N2, !LOTS 6(40.80), 7(40.98), 8(41.15) lsECT,TWN,RNG:9-5-97 DESC: ALL DESC: http://www. garcoact.com/ assessor/parcel. asp ?Parce!N umber=213 715 300009 12119/2007 Parcel Detail Page 3 of 5 17(38.10), 8(38.38) DESC: 8(39.87), 19(39.96) DESC: AKA: TRIUMPH CLAIMS 1#1 THRU 12, 15, 16, 21, PT OF DESC: 122, 23, 24 THRU 26, PT OF 27 THRU 130,31-36, DESC: J.D. CLAIMS, PART loF 1, PT. OF #3, #4, PT. OF #5, IDESC: #6 THRU #8, F.D. CLAIMS, #1 Location Physical Address: IITWP 5 RANGE 97 SEC 15 I Subdivision: I Land Acres: 1117013.05 I Land Sq Ft: llo Section Township Range 1 5 97 I 2 5 97 I 3 5 97 I 4 5 I 97 5 5 97 9 5 97 I 10 5 97 11 5 97 12 I 5 97 13 5 97 14 5 97 15 5 97 16 5 I 97 17 5 97 20 I 5 97 19 5 97 21 5 97 22 5 97 23 5 97 I 24 5 97 I 26 5 97 28 5 97 29 5 97 30 5 97 http://www. garcoact.com/ assessor/parcel. asp ?Parce1N umber=213 715 300009 12/19/2007 Parcel Detail 31 II 5 II 97 34 II 5 II 97 13 II 5 II 98 14 I 5 II 98 15 5 II 98 23 5 II 98 24 5 I 98 25 5 98 26 5 98 36 II 5 II 98 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 277,99011 I Improvements: oil I Total: 277,99011 1~1 =====~S~al~e D~a~te~: I .· Sale Price: I Basic Building Characteristics Number of Residential lo Buildings: Number of Commllnd lo Buildings: No Building Records Found Tax Information Tax Year Transaction Type 2006 Tax Payment: Second Half 2006 Tax Payment: First Half 2006 I Tax Amount 2005 Tax Payment: Second Half 2005 Tax Payment: First Half 2005 Tax Amount 2004 Tax Payment: Second Half 2004 Tax Payment: First Half II II 80,6101 ol 80,6101 I I Amount I ($1,126.42)1 ($1,126.42)1 $2,252.841 ($1,435.40)1 ($1,435.40)1 $2,870.801 ($1,652.71)1 ($1,652.71)1 II http://www .garcoact.com/assessor/parcel.asp?Parce1Number=213715300009 Page 4 of5 12119/2007 Parcel Detail 2004 Tax Amount I $3,305.421 2003 Tax Payment: Second Half ($2,020.35)1 2003 Tax Payment: First Half ($2,020.35)1 2003 Tax Amount $4,040.701 I 2002 Tax Payment: Whole ($4,066.64 ll I 2002 I Tax Amount $4,066.641 I 2001 Tax Payment: Whole ($4,032.02)1 I 2001 Tax Amount $4,032.021 I 2000 Tax Payment: Whole I ($4,276.32)1 I 2000 Tax Amount $4,276.321 I 1999 Tax Payment: Whole ($5,297.94)1 I 1999 Tax Amount I $5,297.941 Top of Page Assessor Database Search Options J Treasurer Database Search Opti_ons Clerl<&Re~or_~_r_l2atab_a,>eSem:~bQp!isms Garfield County Home Page Page 5 of 5 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. 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Database & Web Design by GoodTl!msSoftw[lr~. http://www .garcoact.cornlassessor/parcel.asp?Parce1Number=213715300009 12/19/2007 1111 Wlt\r1.~M.MH.N!,.N!f.~W.M'r'lt!~ lr~.~·y IIIII Reception«: 751860 07/08/2008 01 :55 :57 P" Joon Alber i co 1 ol 1 Re o Foo :$0 ,00 Doc Fee :0 .00 GARF IEL D COUNTY CO SPECIAL USE PERMIT for 011e uTemporary Employee Housing" Facility Operated By Petroleum Development Company located 10 miles northwest of the Town of Parachute within a Property Owned By Puckett Land Company, Garfield County Parcel Number: 2411-013-00-001 In accordance with and pursuant to the provisions of the Garfield County Zoning Resolution of 1978, as amended, and Resolution No. 200 a -~ of the Board of County Commissioners of Garfield County, State of Colorado, hereby authorizes, by Special Use Permit, the following activity: TEMPORARY EMPLOYEE HOUSING The Special Use Pennit 1s issued subject to the conditions set forth in the above-mentioned resolution, and shall be valid only during compliance with such conditions and other applicable provisions of the Garfield County Zoning Resolution, Subdivision Regulations, Building Code, and other re lations of the Board of County Commissioners of Garfield County, Colorado. ATTEST: II II WA. frt,r,MNU .~U'ill.~r'*lNf\'rt'lllr~ ~·~ IIIII Recepllon~: 751859 07/08/2008 01 :55 :57 PM Jean Alberi co 1 of 6 Rae Fee :$0 .00 Ooc Fee :0 .00 GARF I ELD COUIHY CO STATEOFCOLORADO ) )ss County of Garfield ) At a regular meeting of the Board of County Commissioners for Garfield County, Colorado, held in the Commissioners' Meeting Room, Garfield County Courthouse, in Glenwood Springs on, Monday, the 16th day of June A.D. 2008, th ere were present: ,_,Jo=hn=-:.M=artm=·,_.__ __________ _. Commissioner Chainnan =<Lan:y!:!U.'-'M~c~C-"'-own!.!..!!.. __________ _,, Commissioner ~T....,re~si._,H'-"o....,u~p~t ..l,;(A~bs""e"""nt);J.) ________ _,, Commissioner _,C,aro~lyn~Do<.::ahl~gr...,e"'"n._ _________ ,, Deputy County Attorney "-'Jean=..!..Al.,._be><=ri'-"'co,__ ___________ , Clerk of the Board =Ed_,.__,.GrO.<.;e"'-"e=n _____________ , County Manager when the following proceedings, among others were had and done, to-wit: RESOLUTION NO. 2008-83 A RESOLUTION CONCERNED WITH THE APPROVAL OF A SPECIAL USE PERMIT REQUEST FOR 1 "TEMPORARY EMPLOYEE HOUSING" FACILITY OPERA TED BY PETROLEUM DEVELOPMENT COMPANY LOCATED APPROXIMATELY 10M~ NORTH OF THE TOWN OF PARACHUTE AND WITIDN A PROPERTY OWNED BY PUCKETT LAND COMPANY, GARFIELD COUNTY PARCEL NO 2411-013-00-001 WHEREAS, the Board of County Commissioners of Garfield County, Colorado, received a Special Use Permit request for 1 "Temporary Employee Housing" facility located approximately I 0 miles north of the Town of Parachute and within a property owned by Puckett Land Company, Garfield County; and WHEREAS, the Temporary Employee Housing facilities are to be located at 1 location within the approximately 5,000-acre property owned by Puckett Land Company located on a private road beyond Garden Gulch Road east of CR 215 and north of Parachute, CO; and WHERERAS, the subject property is located in the Plateau sub-zone of the Resource Lands zone district where such use is permitted as a Special Use; and WHEREAS, the Board of County Commissioners opened a public hearing on the 161h day of June , 2008 upon the question of whether the above-described SUP should be granted or denied, 1111 WP"'. Jll.i.~IIIMH ,Nr,~U~~!Iv.r>l\>.'~~ 11/V,~·~ IIIII ReeeptionN: 751859 07/08/2008 01:55:57 PM Je•n Alberico 2 of 6 Reo Fee:$12!.00 Doc Fee:0.00 GJ:lRFJELD COUNTY CO during which hearing the public and interested persons were given the opportunity to express their opinions regarding the issuance of said SUP; and WHEREAS, the Board of County Commissioners closed the public hearing on the 16m day of June, 2008 to make a fmal decision; and WHEREAS, the Board on the basis of substantial competent evidence produced at the aforementioned hearing, has made the following determination of fact as listed below: I. 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 Special Use (Sections 5:03 and 5.02.21) the Garfield County Zoning Resolution of 1978, as amended. NOW THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Garfield County, Colorado, that a Special Use Permit for I "Temporary Employee Housing" facility located north of the Town of Parachute and within a property owned by Puckett Land Company, Garfield County, is hereby approved subject to compliance with all of the following specific conditions: I. 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 offacility. 3. Emissions of smoke and particulate matter: every use shall be operated so as to comply with all Federal, State and County air quality laws, regulations and standards. 4. Emission of heat, glare, radiation and fumes: every use shall be so operated that it does not emit heat, glare, radiation or fumes which substantially interfere with the existing use of adjoining property or which constitutes a public nuisance or hazard. Flaring of gases, aircraft warning signals, reflective painting of storage tanks, or other such operations which may be required by law as safety or air pollution control measures shall be exempted from this 2 1111 ~\1\ rt~MHH ,HI, ,litll,l-lfi~~M :1~ ,l*iJ,~'Y IIIII Racaptlon": 751859 07/08/2009 01 :55 :57 PM Jean ~lborl co 3 of 6 Rec Fee :$0 .00 Doc Fee :0 .00 G~RF IELO COUNTY CO provision. 5. Water pollution: in a case in which potential hazards exist, it shall be necessary to install safeguards designed to comply with the Regulations of the Environmental Protection Agency before operation of the facility may begin. All percolation tests or ground water resource tests as may be required by local or State Health Officers must be met before operation of the facility may begin. 6. All Special Use Permits for Temporary Employee Housing are subject to all applicable building code, state and federal permit requirements, fire protection district requirements and ftre code requirements. Water and wastewater systems proposed to service Temporary Employee Hous ing must comply with all applicable state and local laws and regulations. 8. Applicants must keep appropriate records, to be provided to the County upon request to demonstrate that water supplied to a site is from an approved source and that wastewater is disposed at an approved facility. For facility serving twenty-four (24) people or less, the operator must conduct monthly tests (or quarterly if an on-site disinfection system is installed) and maintain records of stored potable water samples specific for coli form . Any tests indicating coli form contamination must be disclosed to the Garfield County Board of Health or designee. 9. In no case shall unsafe water be used for drinking nor shall raw sewage or contaminated water be discharged on the ground surface. 10 . The maximum allowable time length of the Special Use Permit for Temporary Employee Housing is one (1) year; however, no single Temporary Employee Housing facility allowed under this Special Use Permit shall be onsite for more than a cumulative of one year. For good cause shown, the permit may be renewed annually in a public meeting with notice by agenda only. Annual renewal review shall be based on the standards herein as well as all conditions of the permit. A permit may be revoked anytime through a public hearing called up by staff or the Board of County Commissioners. ll .lnhabitants of the temporary housing shall be applicant's employees, contractor's and/or subcontractors, working on the related construction or mineral extraction operation, and not dependents of employees, guests or other family members. 12 . Temporary employee housing site s shall be maintained in a clean, safe and sanitary condition, free of weeds and refuse. Any hazardous or noxious materials that must be stored on site for operational or security reasons must be managed in accordance with all applicable federal, state and local laws and regulations. 3 1111 ~FI.i.NkMII.~I .I\i~.l-ir(,rif'(l'f~'IH~ ~~·~ IIIII Reception~: 751&S9 . 07/08 /2008 01 :55 :57 PM Jean Albortco 4 o f 6 Rec Fe e :$0 .00 Doc Fe e :0 .00 GARFI EL D COUNTY CO 13 . Fire Protection General Requirements: Provisions shall be made for giving alann in cas e of fire. It shall be the responsibility of the dul y authorized attendant or caretaker to inform all employees about means for summoning fire apparatus , sheriffs office and resident emp loyees . All fires are subject to §307 ofthe 2003 lntell)ational Fire Code (IFC) including but not limited to permits, attendance, open frres , coal grills, frre bans and bon fires. One (1) or more approved extinguishers of a type suitable for flammable liquid or electrical frres (Class A, Class B and Class C), carbon dioxide or dry chemical, shall be located in an open station so that it will not be necessary to travel more than one hundred (1 00) feet to reach the nearest extinguisher. 14 . Outdoor food storage is prohibited unless facilities that prevent the attraction of animals to the temporary employee housing site are provided . 15 . The applicant shall provide a detailed map and GPS coordinates to the Garfield County Sheriff's Office and the relevant Fire Protection District which is sufficient for emergency response purposes, including location of the temporary employee housing site; private and public roadways acces sing the site, marked as open, gated and/or locked ; and detailed directions to the site from a major public right-of~way. The map is subject to approval by the Garfield County Sheriff's Office and relevant Fire Protection District. 16 . The appl icant shall notify the County when site de velopment begins for each facility. The applicant shall verify in writing, by site plan and through photo documentation that the site, water system, and sewage disposal system were designed, installed and inspected in accordance with the said special use permit and comply with all applicable regulat ions, permits, and condit ions . All written documentation and site plans verifying compliance must be stamped by a certified Colorado Engineer. The County also reserves the right to inspect a site, without notice, to assess compliance with the Special Use Permit for Temporary Employee Housing. A determination of noncompliance with any Special Us e Permit for Temporary Employee Housing , or condition approval thereof, is grounds for revocation or suspension of said permit, in accordance with Section §9 .01.06 . 17 . No animals shall be allowed at temporary employee housing sites . 8. The maximum number of occupants permitted under this Special Use Permit for Temporary Employee Housing is twenty-four (24) while using a vault and haul system. It may be increase to a maximum of 50 once the State approved ISDS has been installed . . Sewage systems shall to be installed and maintained in accordance with the Garfield County ISDS regulations with all pipes and connections water tight and lids kept securely in place at all times except during normal cleaning operations . · 20 . Wildlife-proof refuse containers must be provided for trash . At least one thirty (30) gallon ( 4 cubic yard) container shall be provided for each unit or the equivalent in a central trash 4 1111 ~flr.MNtl'fl,~L~r..,,M\'~''·I,~~~w 11111 Reception~: 7St859 07/08/2008 01 :55 :57 PM Jean Albe ri c o 5 o r 6 Rae Fee :SD .00 Doc Fee :0 .00 GARF I ELD COUN TY CO collection facility . Said container(s) must be durable, washable, non-absorbent metal or plastic with tight-fitting lids. Refuse shall be disposed of not less than once weekly. 21 . Each facility shaH have a minimum total capacity of 42,800 gallons of potable wat er storage which shall be refilled a minimum of every three days . . Each facility shall have a minimwn total capacity of 7,465 gallon septic tank with a 2,500 gallon holding tank which shall be emptied a minimum of every three days. 2 That this facility shall only be allowed to operate with a vault and haul system for sewage for no more than one year which also serves no more than a maximum of 24 employees. If a drinking water system and ISDS are approved by the Colorado Department of Public Health and Environment, the facil ity may operate up to a capacity of 50 employees for up to 10 years. The Applicant is required to present the proj ect to the Board of County Commissioners for annual approval each year. COUNTY BOARD OF RS, GARFIELD COUNTY, Upon motion duly made and seconded the for following vote: ~CO~M~MI"""S"'""S~IO~NE~R~C""'H""'AIR'-=._,J_,.,O.._.HN"-'--"'F ......... ..,_,MAR"'-=,_._T..,._IN_,__ ______ _,, Aye ~C~O'-'-'M~MI~SS~IO~NE~R~LA~RR~Y~L.~M=C=C=O~WN~--------~·Ay e .::::C=O=MMI=..,S=S..,IO=NE=R,._T.._.RE=S=I-"-'H=O""UP'-"-"T ___________ _,, Absent STATE OF COLORADO ) )ss County of Garfield ) 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 Pro ceeding of the Board of County Commissioners for said Garfield County, now in my office. 5 Ill\ wri. lll.i.MHI~ .1~1,\ltil,l-w.~r.llll.:~,~ \OW'.~·~ IIIII Reception#: 7518~9 07/08/2008 01 :55:57 PM Jean Rlberico 6 of e Rec Fae:$0.00 Doc Fee-:0 00 GRRFIELO COUNTY CO IN WITNESS WHEREOF, I have hereunto set my band 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