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Home My WebLink AboutApplication-PermitI Garfield County Building & Planning Department 108 8th Stree~ Suite #401 Glenwood Springs, Co. 81601 Off/ce:970·945·8212 Fax: 970-384-3470 Inspection Line: 970·384-5003 Building Permit No. Parcel No: ------------_ _____c2=-:_139-163-00-014 Locality: Job Address: ___ 2_700 Clear Creek)~d. DeBeque -------------- Use of Building: ---=-sw""it"'"c_h_gear building -to house electrical equipment Owner:. Chevron USA :__ __ Contractor: Elkhorn ---------- F11es: Plan Check: 541.29 Septic: Bldg Permit: 832.75 Other Fees: ---·-·----· ___ , _____ Total Fees: $ 1,374.0'!._ __ 1-oD-o~---Clerk: J)\~\_0(-Date: --· __ , __ ..;,.~ I I 2 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 gth Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003 www.garfield-county.com Parcel No: (this infonnation is available at the assessors office 970-945-9134) 2139-163-00-014 Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description 2700 Clear Creek Road, p .0. De Beaue CO 81630 -CPF located 2.5 miles north-northeast of end of CR 211 -about 19.5 north-northeast of De Beaue Box 296, 3 Lot No: B1ockNo: Subd./ Exemption: '\n\\e .\®uS NA 4 Owner: {property owner) Mailing Address: 11111 S. WHcrest Drive Ph: A1tPh· Chevron U.S.A. Inc. Houston, TX 77099 (281) 561-4991 (970) 257-6042 5 Contractor: Mai1ingAddress:2181451/2 Road Ph: AltPh: Elkhorn Construction, Inc: De Beque, CO 81630 (970) 283-1009 (970) 625-4180 6 Architect I Engineer: Rodney Burrows Mailing Address: 12567 W. Cedar Drive, Ph: AltPh: ZAP Enar & Canst Services Inc. Suite 210, Lakewood, CO 80228 (720) 529-4430 (971) 533-6665 7 Sq. Ft. of Building: S~. Ft. or Acres of Lot: Height: No. of Floors: 1,920 ft2 (32 ft X 60 ft) 40,600 sq. ft. (CPF primary pad) 14.3 ft Single story 8 Use of Building: Switchgear Building-houses electrical equipment (e.g., switches, circuit breakers) required for facility I equipment isolation 9 Describe Work: Foundation installation, placement of modular unit, and utility hookups 10 Class of Work: ~New o Alteration o Addition II Garage: Septic: ~vr\.. \..Q~ To be permitted with CPF NA o Attached o Detached !lll ISDS restroom bldg 0 Community 12 Dri'KfAay Permit: Owners valuation of Work: $ 2,318,160 NOTICE Authority. This application for a Building Permit must be signed by the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with this Application. Legal Access. A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. Other Permits. Multiple separate permits may be required: (1) State Electrical Penni!, (2) County lSDS Permit, (3) another pcnnit required for usc on the property identified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge Permit. Void Permit. A Building Permit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after commencement. CERTIFICATION I hereby certify that I have read this Application and that the infonnation contained above is true and correct. I understand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on my behalf (submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Permit wi!l be issued granting permission to me, as Owner, to construct the strucl\1rc(s) and facilities detailed on the submittals reviewed by the Building Department. In consideration of the issuance of the Building Permit, I agree that I and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code, ISDS regulations and applicable land usc regulations (County Regulation(s)). l acknowledge that the Building Permit maybe suspended or revoked, upon notice from the County, if the location, construction or usc ofthe structurc(s) and facility(ics), described above, are not in compliance with County Regulation(s) or any other applicable law. !lJereby grant permission to the Building Department to enter the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Permit docs not prevent the Building Official from: (I) requiring the correction of errors in tile submittals, if any, discovered after issuance; or (2) stopping construction or use of the structurc(s) or facility(ics) if such is in violation of County Regulation(s) or any other applicable law, Review of this Application, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions or discrepancies. As the Owner, 1 acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without limitation my architect designer, engineer and/ or builder. I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: OWN·:2~ ;;;!d_o/.18 "" DATE . Elkhorn Construction, Inc. wtllmstall foundation and place un1t URS Washington Division assembled permit application (Contact: Sally CuffiQ'TURS Washin..9Jon Division, 7800 E. Union Ave., Suite 100, Denver, CO 80237 Office: 303-843-2219, Cell: 303-526-6514) STAFF uSE ONLY Speciat7tioMs¥t. ~f1K LqXJ'f ·\).)~'11 \)GC:; _t,~u,H.~-t.~HOif.'3'~-bc,t .t~;os<.~ V);~ <'-l'lfctti:; bCI~ i$ :I,$1-1-.Jl-- Adjusted Valuation: Plan Check Fee: Permit Fee: Manu home Fee: Mise Fees: 11P5tl.tl I ULJ G<(c.:?.1 8'.12 .?s- ISDS Fee: Total Fees: Fees~t'.oH Balance Due: IDt5BDate: ISDS No & Issued Date: V!J74.o4 157-1\ .. 632..7-5 Setbacks: OCC Group: I ConstType: Zoning: BLD~ DEPT: ~ ' ~i.~le:J. P~DEPT~ t/8/01 ~~~l~~~~ ~ ~\_~ \\~~11\ APPROVAL ::-----DATE APPROV L DATE 0 d ~ --~ ~ 0.a-Jir~ CSM~~ -. f,.uJ ll-IA.C 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 plaus 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 understaudable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. 1 Yes __ _ No __ Not necessary for this project x ISDS will be permitted with permanent restroom building 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__ No__ Not necessary for project_X_ 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes__ No__ Not necessary for this project_x_ I 0. Do the plans include design loads as required under the IBC or IRC for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes_x_ No__ Not necessary for this project __ 11. 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 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes__ No Not necessary for this gr~~et X Restrooms located at separate facility --u1lmg Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this ~r9j®Gt x wlamg Restrooms located at separate facility Have two (2) complete sets of construction drawings been submitted with the application? Yes x No Have you designed or had this plan designed while considering building and other construction code requirements? Yes_x_ No__ Not necessary for this project __ 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 __ 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 X No __ _ Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes x No ---- 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 __ 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 ---- 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 C) rJ .... ··~ L Signature u.J!v-L_Jz-u. Phone:<J?t>-.5&'9-.:03& (days); 07o-6£9-6o34> (evenings) ProjectName?cew/!CL &wiz !rluw,atGM~huJ-df!n£4vl: c/uurtJ77 u>.ll. /nc' Project Address: 7fe() J/w&1:lr /)n'u 6rwdcJU41ch~, (!O · g 160& I Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm October 2006 7 From: To: CC: Subject: Date: Attachments: Jake Mall Cuffin, Sally; RE: Driveway permit exemption Thursday, November 06, 2008 1:25:38 PM Sally: you are exempt from the driveway access permit requirement for this project. Jake -----Original Message----- From: Cuffin, Sally <Sally.Cuffin@wgint.com> Sent: Thursday, November 06, 2008 12:48 PM To: jmall@garfield-county.com <jmall@garfield-county .com> Subject: Driveway permit exemption Jake, I just realized that I never got an official driveway exemption email from you for buildings at Chevron's Central Production Facility. The facility is located about 2.5 miles north of the end of CR 211 (near the confluence of Tom Creek and Clear Creek). Let me know if you have questions. Thanks! Sally Cuffin (303) 843-2219 (303) 526-6514 (cell) ~ ~ \ AS'essofs Pa<oel N:ate ---~-~3_,:_~1_0:_3_-o_o_-014 U.DI~ IPERMIIJARD N 11208 0. ------------ Job Address __ ..:::2:.:.7..:.0.::..0..:::C:.:.Ie::..:a::.:r_C:..:r..:::e..:.e.::._k:.:.r..:.d'-, D=-=-eB=-e.::..q::.<.u:.:.e=------------------------ Owner _____ C..:::h.::._e..:::v..:..ro"-'n=--U..:::S_A _______ Address Contractor ____ E_ik_h_o_r_n_C_o_n_s_t_ru_c_t~io_n ____ Address 1111 S. Wilcrestdr, Houston Phone# 970-589-5036 2181 451/2 rd, DeBeque Phone # 970-283-1009 Setbacks: Front _____ Rear _____ RH _____ LH _____ Zoning ____ _ switchear bldg-to house electrical equipment Soils Test------------ Footing-----------~- Foundation ___________ _ Grout _____________ __ Underground Plumbing ______ _ Rough Plumbing ----------Framing ____________ _ Insulation------------Roofing ____________ _ Drywall ------------- Gas Piping------------- INSPECTIONS NOTES Weatherproofing ____________ _ Mechanical ______________ _ Electrical Rough (State) ---..,.--::-;-----.-.,.------ Eiectrj.pal inal (State) '2-5.>'" /2J Final..t:-( -10 /Checklist Co~nlP.I~ted? /()Jt( Certificate Occupancy # =-'L~....;Q""'-Ld_..,__,_l..fL-]-t------ Date Z. {'5'· I C? Septic System #-======--------- Date -------------Final ____________ _ Other ________________ _ (continue on back) BUILDING PERMIT GARFIELD COUNTY, COLORADO INSPECTION WILL NOT BE MAOE UNLESS nns CARD IS POSTED ON THE JOB Date Issued \-()t-0"--"--B __ PermitNo.----"1'-'""'--li)--=~--- AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, lOcation, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building depart•;;rt~d ~MMEDIATELV BECOME NUll AND VOID. use Swi±c.hqeflr_\2W ldi~ -£tt:: drob1ml eq.uipMf.Ot __ Addressor legal Description_'l..100 a~.feK. BJ D_e_~·--- Owner ~Y'M contractor E¥\~orn _______ _ Building Permit Type C4>UM.....:...,..,t'K,.,.<LJ(A...._'..,IJ.,.,.._( _____________ . -------- This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Footing Driveway Foundation I Grouting Insulation Underground Plumbing Drywall Rough Plumbing Electric final (by State Inspector) 2-'if-/() Uf·· (Prior to Final) Rough Mechanical Septic Final Gas Piping FINAL XJ#l )-.-11-/D E!ectric Rough {by State inspector) {You Must Call For Finallnspec~ion) (Prior to Framing) Notes Framing (to include Roof in place & Windows & Doors installed & Firestopping in place) THIS PERMIT IS NOT TRANSFERABLE For Inspection Caii970-3S4-5003 Office 970-945-8212 1 08 8th Street, Suite 401 Glenwood Springs, Colorado 8'1601 DO NOT DESTROY THIS CARD \~ ~::eR_ov_eD __._1-Q-=-~.::_s~ --By .:£.Jt"iYnll111t'\ i~3»"-"[~"+u_...._ __ _:::_,_ PROTECT PERMIT ~R~AMAGE (DO NOT LAMINATE) August 29,2007 Mr. Fred Jarman, Director Garfield County Building & Planning Department 108 S'h Street, Suite 401 Glenwood Sp1ings, CO 81601 Re: Authorization to. Represent Chevron - James S. Talbot Senior Counsel Sally Cuffin, Washington Group Interhationallnc. Dear Mr. Bean: Law Department North America Exploration and Production Company 11111 s. Wilcrest #N2006 Houston, Texas· 77099-4397 Tel 281·561-3536 Fax 281-561·3515 jtalbot@chevrbn.com Chevron U.S.A. Inc. (Chevron) has retaiued the services of Sally Cuffin ofthe Washington Group International Inc .. Ms. Cuffin will represent Chevron in facility permitting for our Piceance Project in Garfield Cmmty, a role in which she will prepare and submit Special Use Pem1it Applications, ISDS, building, grading, pipeline, road c:;rossing and other routine construction related applications and information on behalf of Chevron. Ms. Cuffin is also authori.zed to participate in discussions before appointed and elected boards regarding the various applications, however at such meetings, her authority to legally bind Chevron is limited to the tenns set forth in the Pem1it Applications or other written documents filed on our behalf. Sincerely, cc: Nicole Johnson Timothy Barrett Sally Cuffin 2 4 5 6 7 CHEVRON PRODUCTION FACILITY PICEANCE BASIN DEVELOPMENT GARFIELD COUNTY, COLORADO SWITCHGEAR BUILDING -FACILITY ZZZ-4007 (PRE-FABRICATED BUILDING CONSTRUCTED BY POWELL INDUSTRIES) GARFIELD COUNTY 32''---::J_ Jl------60''-_____ , ~ I FOR PRE-FAB BUILDING, s~.JNDDR owG:s ~~~~~=------~ F=======~ro=R=~=N=R=~=D=~=O~==LD=U=N~======~AF~ .., .... SEE OWG. 2033-201-30-SS-1213-01 t,___----rr------_ Ln---,-------,cr----r~~ i! w /"I I' ,J I! H u (i)~ILDING ELEVATIONS II 11 r111 n u u u '\._ FOR CONC. FOUNDA110N DE.TA.!LS, SEE PAl OWG. _ u i\ u u Inspection Report COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT I CORRECTION NOTICE Date Received: 06-FEB-1 0 Permit Number: 679961 Contractor/HomeOwner: SPECIALIZED AUTOMATION SERVICES LLC Address: Type of Inspection: Action: 25-4, 2700 CLEAR CREEK RD Complete Final Accepted Comments or Corrections: 1) battery covers 2) close rated enclosure 3) 408.4 Circuit Directory Every circuit to be identified as to its clear, evident, and specific purpose or use includes spares 4) Installer on site making corrections Inspectors Name: Cyrus Tuchscher Phone Number: 970-625-5065 Date: 08-FEB-1 0 COLORADO STATE ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENCIES 1580 Logan St. Suite 550 Denver, Colorado 60203-1941 Phone: (303) 894-2985 https://www.dora.state.co.us/pls/real!Ep_ Web_Inspection_GUI.Process_Page Page I of I 2/9/2010 l STATE OF COLORADO FACTORY BUILT NON RESIDENTIAL APPLICATION Fee due wllh appllcatlon-Not subject to return April201lB Name of Manufacturer; Plant street address: Plant I. D. Number: fo(,V{,r( fl~tr.'c,.,f ltlfG. c. s-).)0 Plant Mailing Address: I f'//'2.. Plant Telephone: Fax No: Contact Person: Telephone No! Third Party lnspecUon Agency: ff-5 Cor_fbr-.b~ { s~· ..... /h;eJ"-'.1.) Telephone No: 2tf-z 21-,;-s-'65" Malllng Address: Cf>'JI7 :iKi!/~ sr. s,.;f~ I/J'J -1'-V-'<!'-'S'--_2003 1-Code Compliant f Fire Rating: Exterior Walls Fee Schedule Annual Registration Fee(must be accompanied by new/updated QC Manual) nlmum 2 copies-maximum 3 copies) $500.00/per location Fee Calculator for Plan Approvals=Unit Square footage x factor Indicated below: Plan Approval Fee-$0.25/sq.ff, (Minimum 2: sets-maximum 3 sets) Additional Plan Set. $0.10/sq.ft. Minimum Fee for Plan Approvals-$160.oo· Plan Revision-$0.10/sq,ft. M inlmum Fee for Plan Revisions· $50.00 each ,i TOTAL AMOUNT SUBMITTED: \·· Fax No: Live Roof Load f-o PSF Floor Design Load Wind Design Speed -=2.=::"'-""--PSF __,?c..:o __ MPH Floor _ _:_M_cl'l?:!--'-Ceiling JV/,f Total footage Amount Model Name/No. 1: ~·; ,5 Ck4 .lJ;2 rf/J r /~J.o lfrg D. oo Yt-o.ov FedEx or UPS No •. {lf overnight shipping of approved plans requested) :-------------· Plan Approval Number 533'-/ ft;g 0, (}tl EXPIRES: lo I / J/2007 \NUF ACTURER CERTJ FIES that only approved equipment and materials will be used and the Installations shall be made In accordance with approved plans and app!lcable codes and provisions of the Colorado Division of Housing. Manufacturer agrees to ln·plant inspection of units manufactured under the above plan approval. App!lcallon shall be made for and Insignia affixed to each factory built non residential that ls subject to Colorado statutes and which is manufactured or Is to be sold or offered for sale In the State of Colorado, POWER CONTROL RM I Sht No. 1.1 PCR-Turbine Building ZZZ-0101 10/08 Debeque, CO crd Your Job# 102791-0101 Z815.106 _Piceance Field Development_-,-- PCR Size: 60.00'x32.00' TWO SPLIT -----------DESIGN SHEET INDEX __ ~---------------- __ Sht No. 1.1 thru 1.2 2.1 thru 2.2 3.0 thru 3.6 4.0 thru 4.4 5.1 thru 5.5 6.1 thru 6.3 7.0thru7.4 _________ Description _________________ _ Design Criteria Lifting Lug Roof & Wall Framing and Self Weights and Misc. Roof Base Framing Center of Gravity and Lifting Lateral Stability Loads to Foundation ----------------DESIGN CRITERIA, ___________________ ___ Location : Debeque, CO Building Code : 2006 IBC See Sht 1.2 Roof Live Load : 30 PSF pee a o e1 ing Live = 40 PSF Floor Live Load : 250 PSF or actual. equipment weight whichever is greatest. People load will be used in areas not occupied by equipment when actual equipment weight is used. 150 PSF Used for Foundation Loading Wind Loading: ASCE 7-05 .2.Q MPH Exposure C I= 1.15 Kzt·Kd = 0.85 h =20ft Kz = 0.90 _ qh = .00256·Kz·Kzt·Kd·I·\7T"= 18.24 PSF p(Comp's) = (GCp+GCpi)·qh = (GCp+0.18)·18.24 a= 3.20 ft GCpf = 0.765 = (4·a·1.04+(L-4a)·.69)/L_(Long Face) Main Wind Frame: 13.9 PSF = 0.76·1.00·18.24·1.00 Walls: 25.5 PSF = (1.22+0.18)-18.24 Roof Uplift : 23.6 PSF = (1.11+0.18)·18.24 Uplift ___ Found : 10.7 PSF = (0.59)·18.24 SEISMIC FORCES ASCE 7-05 Site Class D 0.38 = Ss 1=1.25 .044·Sds·l=0.021 1.496 = Fa_(Eq 11.4-1) Sms=Fa·Ss=0.568 1 = p_(Eq 11.4-3) Sds=2·Sms/3=0.379 6.5 = R_(Eq 12.8-1) Cs=Sds/(R/1)=0.073 BLDG Frame 0.073 = V/W = p·Cs COMPONENTS __ (Eq 13.3-1) V/W=0.4·ap·Sds·K/(Rp/lp) 1 = ap Ip=l.S 2.5 = Rp_K = [1+2·z/h]=l.67 5 = z (Eq 13.3-2) V/W=1.6·Sds·lp=0.910 Max 15 = h (Eq 13.3-3) V/W=0.3·Sds·Ip=0.171 Min (Eq 13.3-1) V/W=0.4·1.00·0.38·1.50·1.67 /2.50=0.152 Equipment 0.171 = V/W Design Criteria Continued POWER CONTROL RM l Sht ~Jo. 1.2 PCR-Turbine Building ZZZ-0101 10/08 crd Z815.106 Snow Loads By Area --~·~ ... -~. -----·-· -· . -----· ------. ------··-· :1 WIND i STAGNATION I i I PRESSURE ' I _,.·· ROOF AT BASIC WIND AREA •' SNOW 30FT HT SPEED l Grand Junction·& surroundlr)g-area 30# 13 90 Del?e.gue ..-~ _ 30# 13 -. -... . 90 . " -.. ...... . Mesa 40# 13 90 •Powderhorn 90# 17 95 'Molina 40# 13 90 !Plateau City 40# 13 90 !Collbran 40# 13 90 --.. - [Vega Area 70# 13 90 iMesa Lakes 100# 13 95 j Little-Park -- 30# 13 90 !Glade Park Store 30# 13 90 i& wrthln a 2 mi 'radius [Glade Park Area Contact Building 13 Contact Building Dept. · Dept. Gatewa)[ 30# 13 90 .... --- SNOW LOADING ASCE 7-05: pf = .7-Ce·Ct·l·pg 1.0 = Ce 1.1 = Ct ~ I 40 PSF = Pg_pf = .7·1.00·1.1·1.0 =~ Lifting Lug Analysis POWER CONTROL RM I Sht No. and Design Bolts PCR-Turbine Building ZZZ-0101 A325 Cut from W24x94 2 = Lift Hole Diameter 4 = Hole Center to Top 3 = Hole Center to Edge 6 = N Number of Bolts 0.875 = Bolt Diameter Type N 5 = Horizontal Distance btwn Holes 1.5 = Vertical Edge Distance 9.07 = Flange Width 0.875 = Flange Thickness 11 = Web Height 0.515 =Web Thickness 9 = B Lift Hole to Flange 0.5 =Gusset Plate Thickness Note: Horizontal gusset plates equaldistant between bolts not shown. 0 0 0 0 0 0 2.1 10/08 crd Z815.106 Bolt Capacity:::-:-:-:::::-::-:=---:-::--:-:;-----:-c;---:::----:-c:-::--:-:-=::--:::-----::-:--c::-:-::::::------ 0.875 0 (ASTM A325 Type N) Allowables: Ft = 44.0 KSI, Fv = 21.0 KSI AISC Table J3.3 : Ft = ( 442 -4.39·fv2 )"'h Vertical Bolt Spacing = 4 in Ar = 25.37 = 2·((2·4+1.50)2+(4+1.50)2/(2-4+1.50)) Forc<;>s per Bolt: V = P/N = P/6 T = P/e = 9*P/25.37 = 13-P/Ar A =0.60 in 2 N = 6 e = 2.819 = Ar/B P = 53.15 Kips= (A2)·(442)/[1/(e)2 +4.39/N2) T = 18.86 KIPS V = 8.86 KIPS ft = 31.36 ksi = 18.86/0.60 = T/A fv = 14.73 ksi = 8.86/0.60 = V/A Check Ft = 31.36 ksi = ( 44 2 -4.39·(14.73)2)'"12 Flange Capacity 50 = Fy __ T' = 9·P/25.37 = B·P/Ar P-25.37·T'/9 P = 25.37·Mr/9b Mr = S·Fb S = p·t2/6 Fb = 37.5 KSI p = 11/2 = 5.50 in t = 0.875 in S = 0.702 in 3 Mr = 26.32 in-kips Horiz Bolt Space = 9.07-2·2.04 = 5.00 in P = 25.37·26.32/(9·2.243) = 33.08 KIPS a = 2.04 Check Prying Action: M = b·t2·Fy/8 = Mr Tmax = (a+1)·Mr/b' b = 9.07/2-2.04-0.515/2 = 2.243 Tmax = 21.47 KIPS a = 1-d'/P = 1-(0.875+1/16)/5.50 = 0.830 a' = 2.04+(0.875+1/16)/2 = 2.504 (b'/a') = 0.708 b' = 9.07/2-2.504-0.515/2 = 1.774 a = (T·b/M-1) = (21.47·2.243/26.32-1) = 0.830 Bc/T = [1+0.830·0.708/(1+0.830)] = 1.32 T + Q < (a+1)*Mr/b'+a·Mr/a = 21.47+10.73 = 32.20 Kips Be= 1.32·21.47 = 28.37 Kips Allowable P = T·Ar/B = 60.52 KIPS = 21.47·25.37/9 Web Capacity 50 = Fy __ Web Only : S = 0.515·112/6 = 10.39 in 3 I =57.12 in4 Stiffner plates between bolts to determine d' d'/t = (4/2+1.50-0.25)/0.515 = 6.31 65/36"V2 = 10.83 Fb = 33 KSI Mr = Fb·S = 346.2"k Allowable P = 346.19/(9-0.875) = 42.61 KIPS Pin Hole Tear-out LRFD Analysis 65 = Fu b(eff) = b' = lesser of 2t+.63 or 2·b b=3.00-2.00/2=2.00 in -- Tension_ Pn = H·be·Fu = 111.1 Kips= 2·0.515·1.66·65 Shear __ Pn = .6·Asf·Fu = 160.7 Kips = .6·2·0.515·4.00·65 Allowable P = 59.5=( .75/1.4)·111. ASD_ .4·Asf·Fy = 82.4 Kips= .4·2·0.515·4.00·50 See sheet 0.1 for horizontal loading analysis POWER CONTROL RM I Sht No. 2.2 Lifting Lug Ana!ysis and Design PCR-Turbine Building ZZZ-0101 10/08 crd Z815.106 Vertical Allowable Load Capacity Summary: Bolts: 53.15 Flange: 60.52 Web: 42.61 w/s 67.93 Pin Hole LRFD 59.54 ASD(SF=3.00) 34.33 With Horizonta I Load: 37.00 60.52 47.35 Check Lateral Force on Lift Lug _______________ _ 43.08 = Distance between Lift Eyes 1.804 =tan 61.00° 45.12 = Minimum Lift Height: p = 64.48° 0.875 =sin 61.00° 50.00 = Minimum Sling Length 0.485 = cos 61.00° 61 = Lift Angle from Horizontal 61.00° Used for Design Lateral Load Factor= 1/tan(61.00°) = 0.554 = o Used Lateral Load Factor = 1/tan(64.48°) = 0.477 API Reference 0.077 Difference for API Lateral Bolt Ca pacltY.,-,--::--,-,~--=:-:--,--=-:::-::---:-:- ArV = 25.37 = 2·((2-4+1.50)2+(4+1.50)2/(2-4+1.50)) ArH = 21.11 = (6/2)·(9.07-2.04) Combined Forces : 25.37·(1/25.37+0.554/21.11) = 1.666 31.90 KIPS= 53.15/1.666 _P(all)=37.00 KIPS T = P·B/Arv+o·P·B/ArH = 21.87 K V = 7.05 K fv = 11.73 ksi ft = 36.37 ksi. ( 442-4.39·fv2)"'h = Ft = 36.50 KS! Flange Capacity Trea-:-t_a_s-:-tw_o_w_a_y--;-b-e--n--;-di:-n-g--with prying action in both directions. By inspection OK See Sht 2.1 Web Capacity ---c::---::-;--,.,.;;;---;-;- Check web capacity with stiffener plates. Use 25 % of bottom stiffener capacity 6 Bolts implies 2 Stiffener each side of web Stiffners Only: Sy = 13.71 in 3= 2·0.50·(9.07 2)/6 d'/t = (9.07 /2-0.515/2)/0.50 = 8.56 For Lateral Loading use 0.63·Sy = 8.57 in 3 Strong Axis Bending with Stiffners A = 4.24 in2 Ix = 91.06 in4 = 0.515·(113)/12 + 4.24·(43)/2 Sxa = 16.56 in3 = 91.06/(11/2) Fbx = 33.3 ksi Sxb = 45.53 in3 = 91.06/(4/2) P(all vert) = 67.93 Kips= 33.3·16.56/(9-0.875) Check with Lateral Loading.-:::---::-:::-::-:-c-:-:::-::-::----- fb'x = 8.45 ksl = (47.35·(9-0.875))/45.53 fb'y = 24.88 ksi = (0.55447.35·(9-0.875))/8.57 fb = fby + fbx = 33.33 ksi = 8.45+24.88 USE P(allowable) = 47.35 KIPS for web f(weld) = 6.22 KPI = (0.50 in·24.88 ksi)/2 Pin Hole Tear-out ASD Analysis __ Ft = .45·Fv = 22.5 KSI __ 4 = Hole Distance from Top_A(top) = 1.55 in2 A(max) = (3/2)·A(top) or 24·0.515 or 2·1.25·2.00 A= 2·0.515·(3.00-2.00/2) = 2.06 in 2 Allowable P = 22.5·2.06 = 46.35 Kips 3 = Safety Factor (Yield) = 34.33 Kips I Gage Metal SECTION PROPERTIES, WEIGHTS and Gage Metal FRAMING Typical Gage Metal Section Properties Properties are for 12" of width POWER CONTROL RM I Sht No. PCR-Turbine Building ZZZ-0101 Roof Panel 16"x3"x12 Ga WGHT = 6..4 PSF A = 1.89 in2 r = 1.06 in I = 2.12 in4 S = 0.923 ina Clg. Panel 16"x3"x12 Ga 'ijGHT = 6.4 PSF A = 1.89 in2 r = 1.06 in I = 2.12 in4 S = 0.923 ina 3.0 10/08 crd Z815.106 Exterior Wall Panel 16"x3"x12 Ga WGHT = 6.4 PSF A = 1.89 in2 r = 1.06 in t = 0.1046 I = 2.12 in4 s = 0.923 in 3 Gage Metal FRAMING E = 29.50 MSI ROOF: L = 15.75 ft = 16.00-3/12 Gravity Load: w = 46.4 PLF = 6.4+40+0.0 Wind Uplift : w = 17.2 PLF = 23.6-6.4 WALLS: L = 12.00 ft, w = 25.5 PLF See SHT 1.1 REACT Moment fb Defl (#) ('#) (ksi) (in) 15.75 = L_ROOF: Gravity 365 1439 18.71 1.027 = L/184 Uplift 135 533 6.93 0.380 = L/497 WALLS: 153 460 5.98 0.191 = L/756 Roof and Ceiling Interaction for Total Load'..,.-;:-:-::-;----::--;:-::------- Ceiling Factor= Kc/(Kr+Kc) = 2.12/(2.12+2.12)-0.50 4.00 PSF = Additional Ceiling Load_electrical, ducts etc. M = 0.50·(14.0+4.0+40.0)-(15.752 )/8 = 899ft# fb(Roof) = 11.69 ksi Defl = 0.642 in = L/294 fb(Ceiling) = 11.69 ksi Defi = 0.642 in = L/294 Check Roof Panel for Concentrated Load 225# = (12/16)*300 16"x3"x12 Ga 2.12 in4 =I 0.923 ina = S 15.75 ft = L_R1=0.163K_R2=0.163K_M=1.09'K 0.0064 KLF = w_fb=14.11 ksi_Defi=0.648"=L/292 0.23 K = P 7.875 ft = a 29.5 = E Wall Panels with openings------------------ HVAC Units---_,----,--c-:----:--c-----c---::--,--,-,----- 6 Ft Opening Height above Floor a = 1.00 4 Panels Acting (2·4-2)/(2·4) = 0.75 2 Legs cut: fb = 7.97 ksi = 1.00·5.98/0.75 Defl = L/567 = L·l.00/(0.75·756) Deflection & Stresses will be much lower since stiffness of HVAC Unit is not considered. See Sht 3.3 for Wall Opening Continuation I Gage Metal FRAMING and I PCR SELF WEIGHTS component WEIGHTS: PSF ROOF Exterior Panel : 6.4 Interior Panel : 6.4 Elect. & Mise : 1.2 Total DL : 14 WALL Exterior Panel : 6.4 Interior Panel : 3.1 Elect. & Mise : 1 Total DL : 10.5 POWER CONTROL RM I Sht No. PCR-Turbine Building ZZZ-0101 Segment 1 BASE WEIGHT=-------------- PSF 10.20 0.40 4.08 5.00 3.33 0.50 0.49 24.00 1/4 FLR PL Angles & Mini Cs = 3.2/8 Floor Channels = 16·15.3/60.00 Long Base Members = 2-40.0/16.00 Short Base Members = 5;40.0/60.00 Insul & Elect = 0.5 Misc. = 0.49 Total Base Unit WGHT TOTAL PCR Self Weight: -------=-Roof 13440 # ;·-1=--4=--.o=-.-=6-=-o-=. o""0-,·1:-:6=--.o"'o::---- Roof Add 2024 = 1.0·960+7·152.0 Roof Add' 960 = 1.0·960+0 Walls 19551 = 10.5·2·(60.00+16.00)·12.25 Wall Reinf. 408 = 87*4+30*2 Wall Misc. 1104 = 92.0·12.00 Base 23040 = 24;0·60.00·16.00 Add Steel 184 = 6*52-528+400 Misc. 789 = 789 TOTAL: 61500 # 61500/(60.00·16.00) = 64.1 PSF Plan Area = 960 ft2 = 60.00·16.00 Perimeter = 152 ft Volume= 13200 ft3 = 960·13.75 Density = 4.66 pcf = 61500/ 13200 Check Wall Deduct and Channel & Column add at Split -7560 = 10.5·12.00·60.00 _·Wall Deduct 2160 = 3.0·12.00·60.00 _Temporary Wall Add 3480 = 58.0·60.00 _Roof Channels at Split 1392 = 116.0·12.00 _Columns at Split -528 =Sum 3.1 10i0ts crd 2815.106 POWER CONTROL RM I Sht No. I Gage Metal FRAMING and I PCR SELF WEIGHTS PCR-Turbine Building ZZZ-0101 Seoment 2 COMPONENT WEIGHTS: PSF ROOF Exterior Panel : 6.4 Interior Panel : 6.4 Elect. & Mise : 1. 2 Total DL : 14 WALL Exterior Panel : 6.4 Interior Panel : 3:1 Elect. & Mise 1 Total DL : 10.5 BASE WEIGHTc:-::-=------------------ PSF 10.20 0.40 3.57 5.00 4.67 0.50 0.66 25.00 1/4 FLR PL Angles & Mini Cs ~ 3.2/8 Floor Channels ~ 14·15.3/60.00 Long Base Members ~ 2·40.0/16.00 Short Base Members~ 7·40.0/60.00 Insul & Elect ~ 0.5 Misc.= 0.66 Total Base Unit WGHT 87*2+87*2 3.2 10/08 crd Z815.106 ______ TOTAL PCR Self Weig ht: __ -:-:--::-::-:-::c:--:--::-::c-::------- Roof 13440 # = 14.0·60.00·16.00 Roof Add 2024 ~ 1.0·960+7·152.0 Roof·Add' 960 ~ 1.0·960+0 Walls 19551 = 10.5·2·(60.00+16.00)·12.25 Wall Reinf. 438 = 87*4+30*3 Wall Misc. 1104 = 92.0·12.00 Base 24000 ~ 25.0·60.00·16.00 Add Steel 184 = 6*52-528+400 Misc. 799 = 799 TOTAL: 62500 # 62500/(60.00·16.00) = 65.1 PSF Plan Area = 960 ft 2 ~ 60.00·16.00 Perimeter= 152ft Volume= 13200 cf = 960 * 13.75 Density= 4.73 pcf = 62500/ 13200 Check Wall Deduct and Channel & Column add at Split -7560 = 10.5·12.00·60.00 _Wall Deduct 2160 = 3.0·12.00·60.00 _Temporary Wall Add 3480 = 58.0·60.00 _Roof Channels at Split 1392 = 116.0·12.00 _Columns at Split -528 =Sum I Gage Metal FRAMING I POWER CONTROL RM I Sht No. 1 3.3 [ I PCR -Turbine Buiiding ZZZ-0101 I 1~~~8 I Z815.106 Wall Openings. ____ _ 25.5 PSF ~ Q(wind) 12 ft ~ Wail Height 1/2 Panel Section Properties 16"x3"x12 Ga 1.41:--3~.--,i~n4-:-~-:r,-----o=-.-=-6-:-:.15 ina ~ s 12 Ga Chan Ratio= 0.970/(0.970+1.413) ~ 0.41 0.97 in4 =I _S'(Panel)= 0.615/0.59 = 1.04 in 3 0.67 ina = S _S'(Chan) = 0.670/0.41 = 1.63 in 3 1/2 Panel Controls Use S = 1.04 in 3 Door 3070 25.5 PSF 12 ft = H 112 Panel w/ 2" Flange 0.66 ft = Lt_wall 0.852 in 3 = S 1.66 ft = Lt_open w = 16.9 PLF 7 ft = a _Pa = 254 # R1 = 0.21 kips ft = b _Pb = 0 # RZ = 0.25 Kips 7 ft = y M = 1.04'k _fb = 14.60 ksi Door 4080 25.5 PSF 12 ft = H 112 Panel w/ 2" Flange 0.66 ft = Lt_wall 0.852 in 3 = S 2.16 ft ~ Lt_open w = 16.9 PLF 8 ft = a _Pa ~ 331 # R1 = 0.21 Kips ft = b _Pb ~ 0 # R2 = 0.32 Kips 8 ft = y M = 1.15'k _fb ~ 16.23 ksi Door 6080 with Transom 25.5 PSF 12 ft = H V2 Panel w/ 2" Flange 0,66 ft = Lt_wall 0.852 in 3 = S 3.16 ft = Lt_open w = 16.9 PLF 10 ft = a _Pa = 484 # R1 = 0.18 Kips ft = b _Pb = 0 # R2 ~ 0.50 Kips 10 ft ~ v M = 0.98'k _fb = 13.74 ksi Door 6080 with Transom 25.5 PSF 12 ft = H 112 Panel w/ 2" Flange 0.66 ft ~ Lt_wall 0.852 in 3 ~ S 3.16 ft ~ Lt_open w ~ 16.9 PLF 9 ft = a _Pa = 484 # Rl = 0.22 Kips ft = b_Pb ~ 0 # R2 ~ 0.46 Kips 9 ft = v M = 1.32'k _fb = 18.55 ksi HVAC Openings 12 ft = H-:----::P:-a-ne--,1-:8::::0-::-%:- 25.5 PSF 2.00 ft = Lt_wall 0.984 in 3 = S ft = Lt_open w = 51.1 PLF ft = a _Pa = 0 # R1 = 0.31 Kips ft = b_Pb = 0 # R2 = 0.31 Kips 6 ft = v M = 0.92'k _fb = 11.21 ksi R2 D w H a R1 POWER CONTROL RM I Sht No. Gage Metal FRAMING and Misc. ROOF PCR -Turbine Building ZZZ-0101 Wall Openings ____ _ Continued Ex plove nt 0 pen i ngs----:::------:-=-:::- 12 ft = H Panel 60% 25.5 PSF 1.33 ft = Lt_wall 0. 738 in3 = S 1.33 ft = Lt_open w = 34.0 PLF 8 ft = a _Pa = 170 # R1 = 0.27 Kips 2 ft = b _Pb = 68 # R2 = 0.37 Kips 8 ft = y M = 1.09'k _fb = 17.67 ksi 25.5 PSF Ex plovent 0 pen ings.-----c:-::--::----::::- 12 ft = H 12 Gage Channel w/ 2" Flange 0.67 ft = U;_wall 0.67 in 3 = S 1.33 ft = Lt_open w = 17.1 PLF 8 ft = a _Pa = 170 # Rl = 0.17 Kips 2 ft = b_Pb = 68 # R2 = 0.27 Kips 8 ft = y M = 0.82'k _fb = 14.64 ksi Explovent & HVAC Openings __ 25.5 PSF 12 ft = H 2'12x2 1/zx'14 Tube 3.33 ft = Lt_wall 1.35 in 3 = S ft = Lt_open w = 85.0 PLF ft = a_Pa = 0 # R1 = 0.51 Kips ft = b _Pb = 0 # R2 = 0.51 Kips 6 ft = y M = 1.53'k _fb = 13.61 ksi 3.4 10/08 crd Z815.106 Gage Metal FRAMING and Misc. ROOF I POWER CONTROL RM I Sht No. 1 3.5 1 I PCR-Turbine Building ZZZ-0101 I 1~~38 I Z815.106 Roof Support Members at Split. _______________ _ 58.50 = L 8.00 = Trib Span 14.00 = Dead Load 40 = Live Load __ _ MC18x58 : Size 62 = Whgt 675 =I 75 = s 29 = E Dead Defl = 2.342 in = L/300 Total Defl = 6.650 In = L/106 58 PLF = End Column Weight Dead_w = 174 PLF Live_w = 320 PLF Dead_R = 5090 # Live_R = 9360 # Dead_M = 74434'# Uve_M = 136890'# fb(total) = 33.81 ksi Wind Loading.-:-:::-------0.094 KLF to Roof (Lateral) 8.00 Ft = Trib Wind Span. ____ _ 0.75 Kips= Wind Load per Frame 0.96 Kips = Seismic Load per Frame MC18x58 _Column 675 in4 = I 75 in3 = s 12.00 ft = H 0.96 = P(Lat) MC18x58 _Beam 675 in4 = I_M1=-118'K_fb=18.91 75 in 3 = S_M2=-130'K_fb=20.75 58.5 ft = L __ Mc=87.4'K_fb=13.98 = P(D)_R1 = 14.3 K = P(L)_R2 = 14.6 K 0.174 = w(D)_Def(D) = 0.694 = L/1012 0.320 = w(L)_Def(T) = 1.97 = L/356 Def(Piat) = 0.084 = L/1716 36 = Fy 29000 = E Cc = 126.1 1.5 = K I F'e = 13.29 KSI KL/r = 106 12 = L(ft) 12.20 KSI = Fa MC18x58 : Size 0.667 = Fb/Fy_fa/F'e 7 0.064 17.1 =A 75 = S_fa = 0.86 ksi_fa/Fa = 0.070 2.04 = ry 3.43 = d/Af'_Fb = 24.00 KSI 14.65 = P(Kips) 129.7 = M('K)_fb = 20.75 ksi_fb/Fb = 0.865 Combined Stresses= fa/Fa+fb/Fb = 0.935=0 __ End Connection::=----:-- 75 in 3 = S_f(flange) = (12·129.69/75.00)·0.625 = 12.97 K/in 0.625 in= tf_f(weld) = 12.97/2 = 6.48 KPI at Flange Gage Metal FRAMING and Misc. ROOF POWER CONTROL RM I Sht No. PCR-Turbine Building LLL-0101 Roof Support Members at Split~--------------- 57.00 = L 8.00 = Trib Span 14.00 = Dead Load MC18x58 : Size 62 = Whgt 675 =I Dead_w = 174 PLF Live w = 240 PLF Dead_R = 4959 # Live_R = 6840 # Dead_M = 70666'# Live_M = 97470'# fb(total) = 26.90 ksi 30 = Live Load __ _ Dead Defl = 2.111 in = L/324 Total Defl = 5.023 in = L/136 58 PLF = End Column Weight 75 = s 29 = E 0.094 KLF to Roof (Lateral) 3.6 10/08 crd Z815.106 Wind Loading--;--:::::------- 8.00 Ft = Trlb Wind Span ____ _ 0.75 Kips= Wind Load per Frame 0.93 Kips= Seismic Load per Frame MC18x58 _Column 675 in4 =I 75 in3 = S 12.00 ft = H 0.93 = P(Lat) MC18x58 Beam 675 in4 = I_M1=-92.7'K fb=14.83 75 in 3 = S_M2=-104'K_fb=16.62 57 ft = L __ Mc=69.8'K_fb=11.17 = P(D)_R1 = 11.6 K = P(L)_R2 = 12.0 K 0.174 = w(D)_Def(D) = 0.630 = L/1086 0.240 = w(L)_Def(T) = 1.50 = L/456 Def(Piat) = 0.080 = L/1805 36 = Fy 29000 = E Cc = 126.1 1.5 = K I F'e = 13.29 KSI KL/r = 106 12 = L(ft) 12.20 KSI = Fa MC18x58 : Size 0.667 = Fb/Fy_fa/F'e = 0.053 17.1 =A 75 = S_fa = 0.70 ksi_fa/Fa = 0.057 2.04 = ry 3.43 = d/Af'_Fb = 24.00 KSI 11.99 = P(Kips) 103.9 = M('K)_fb = 16.62 ksi_fb/Fb = 0.692 Combined Stresses= fa/Fa+fb/Fb = 0.750=0 __ End Connection 75 in 3 = S_·_f"'"(f;:;-la_n_g_e"'"')-= (12·103.87/75.00)·0.625 = 10.39 K/in 0.625 in= tf_f(weld) = 10.39/2 = 5.19 KPI at Flange 0 , N "' BASE/ SKID FRAMING SIZE : 60'x32 ' COMBINED SEGMENTS a --·-I 0 , \o rl d ' ' - 0 , \o rl '\ - 2 1/2" 11'-1011 PIER b ' ' "' e ,-, "' ,--·'\ b' LOCATIONS '--,..-----, SEE SHT 7.0 FOR LOADS 11 1-10 11 POWER CONTROL RM J Sht No. 4.0 7/08 crd SCALE : 3/32. = 1 ' 815-106 Z815.106 c c b a ' ' ' --' ' ,, ' ' " ' ' "' ' ' ' Segment 2 f f e d ,--,--,-, ' -' " I " ' ,j --' Segment 1 ,-'\ --, ....... \ -I I ' I c' c' b' a' ' 2 1/2" 11'-10" 11'-10 11 121-3 11 0 ' "' ,... BASE f SKID FRAMING SIZE : 60'x16 ' SEGMENT 2 0 ~ "' .... u 0 ~ "' ,... u POWER CONTROL RM SCALE : 3/32 = 1 ' 20 1-0 11 C15x40 0 0 0 ~ ~ ~ "' "' ,... ,... .... u u u C15x40 FLOOR PLATE THICKNESS : 1/4 in I Sht No. 815·106a 81-411 0 ~ ... u ALL MEMBERS ARE C10x15.3 Unless Noted otherwise 4.2 7/08 crd Z815.106 ~ .... u I I' I. I Base/Skid Framing r POWER CONTROL RM I Sht No I 4 3 PCR-Turbine Building ZZZ-0101 10/08 crd Z815.106 Floor Plate o. 25 i,_n-=--:-t =._-M,.,.....r ---=s"""· '"'Fb"""'/""1"'"2=._--=s:-_-----,1-=2'""( o""".""2"""so""'2'"'")"/ 6=--=--=o:-. '"'1 2'""'5:-.:-1 n""3 - 3 ft = L_Mr = 0.125·27.0/12 = 0.281'k_Q(A\Iow) = 0.250 KSF L2X2X'14 _Size 0.348 in4 = I 0.247 ins = S 3.33 ft = L M=0.347'K _fb=16.84 ksi 0.25 KLF = w _ Def\=0.069 in = L/583_0ne Span C3x4.1 _Size 1.65 in4 =I 1.1 in 3 = S 3.33 ft = L M=1.04'K _fb=11.34 ksi 0.75 KLF = w _ Def\=0.043 in= L/921_0ne Span Floor Purlins_-:--::=----=-==-=:-::--=----::---::co-:-:-,.------ -Lt = 33.0/12 = 2.75'_w = 2.75·0.265 = 0.73 KLF C10x15.3 _Size 67.3 in4 =I 13.5 ins= S 15.75 ft = L _ R=5.75K_ M=ZZ.6'K _ fb=20.12 ksi 0.73 KLF = w_Def\=0.518" = L/365 _Lt = 36.0/12 = 3.00'_w = 3.00·0.265 = 0.80 KLF C10x15.3 _Size 67.3 in4 = I 13.5 ins = S 15.75 ft = L R=6.30K_ M=24.8'K fb=ZZ.05 ksi 0.8 KLF = w_Def\=0.568" = L/333 _Lt = 40.0/12 = 3.33'_w = 3.33·0.165 = 0.55 KLF C10x15.3 _Size 67.3 in4 = I 13.5 ins = S 15.75 ft = L _ R=4.33K_ M=17.1'K _ fb=15.16 ksi 0.55 KLF = w_Def\=0.390" = L/484 Long Perimeter Member ______________ _ Gravity Loads: Dead Load: Roof: Wall: Base: Live Load: Roof: Base: Total: 129 129 192 449 PLF = 14.0·16.00/2+2024/60.00/2 + 0 (Add'\) PLF = 10.5·(12.00+0.50/2) + 0 (Add'\ Wall) PLF = 24.0·16.00/2 . PLF Total Dead Load 240 PLF = 30·16.00/2 + 0 (Add'\ Roof) 1938 PLF = 250-( 16.00-.25·2 )/2 + 0 (Add'\ Base) 2178 PLF Total Live Load 2627 PLF = 2.63 KLF (Gravity) Analysis below is for simple span. Stresses & Deflections much lower for continuous member C15x40 _Size 348 in4 =I 46.5 ins = S 12.25 ft = L_R=16.1K_M=49.3'K_fb=12.73 ksi 2.63 KLF = w_Defi=0.132 in = L/1113 See Sheets 5.1 ... & 7.1 ... for Lifting & Loads to Foundation !Base/Skid Framing POWER CONTROL RM I Sht No. 4.4 PCR-Turbine Building ZZZ-0101 10/08 Check for Actual Equipment Loading __ 38kV SWGR 3682# = 40500/11 3.68 Kips-Weight_wa = wb = 0.34 KLF = 3.68/10.71 0.04 KSF = Collateral Load_w = 0.04·3.33 Found LL 3.33 ft = Purlin Spaclng_w = 0.13 KLF 119 I 101 15.75 = L C10x15.3 :Size_R1 = 3.12 0.1332 = w 13.5 = s __ R2 = 2.66 7.64 = x_. V = O.OO_M = 13.5_fb = 12.04 ksi 67.3 = I_Defl = 0.31" = L/610 1.54 =a = Pa 10.71 = b = Pb 38kV SWGR 2255# = 3682-40*3.33*10.71 2.26 Kips = Weight_wa = wb = 0.21 KLF = 2.26/10.71 0.06 KSF = Collateral Load_w = 0.06·3.33 Found LL 3.33 ft = Purlin Spacing_w = 0.20 KLF 108 I 98 15.75 = L C10x15.3 :Size_Rl =· 2.84 0.1998 = w 13.5 = S __ R2 = 2.56 7.71 = x_V = O.OO_M = 12.0_fb = 10.63 ksi 67.3 = I_Defl = 0.27" = L/691 1.54 =a = Pa 10.71 = b = Pb Pa I :H1 a L """ w L crd Z815.106 0.34 = wa 0.34 = wb 0.21 = wa 0.21 = wb ~Pb Wol I b R2f . I 0 ' \o .-i CENTER OF GRAVITY & LIFT SIZE : 60'x16 ' SEGMENT 1 [l.IFfl ~ 8'-T' 20'-0 11 POWER CONTROL RM I Sht No. 5.1 7/08 crd SCALE : 3/32 = 1 ' 815-106a Z815.106 CENTER ofGRAVITY and L!FriNG PCR DIM's Lx Ly 60.00 16.00 Member lx Size (in4) C15x40 348 Lift Lug Mark LOAD (kips) M(neg)('k) M(pos)('k) Defl(in) Defl Ratio Lift Lug Locations Left Center 8.58 20.00 Sx (in 3 ) 46.5 (A) 12.24 29.13 3.46 0.21 494 23.08 (E) 11.69 20.03 See Below POWER CONTROL RM I Sht No. 5.2 PCR-Turbine Buiiding ZZZ-0101 10/08 crd Segment 1 2815.106 PCR Only Right WGHT CGx CGy 8.33 61.50 30.00 8.00 2.06 = End Wall W_ght PCR +EQUIP WGHT CGx CGy 81.50 30.40 7.40 (B) (C) (F) (D) 13.75 13.43 15.48 14.90 29.33 29.00 27.29 29.04 15.05 6.25 22.21 0.09 0.18 See 0.01 1150 577 Below 19918 EQUIPMENT LOADS AND LOCATIONS MAX Lift Eye DESCRIPTION MARK LOAD X y Load = 15.48 K 1 1.15 6.20 8.88 2 0.50 14.33 7.92 Bending 3 1.15 18.10 8.88 Max Stresses 4 1.15 30.00 8.B8 fNeg = 7.57 5 0.10 34.08 8.08 fPos = 5.73 6 0.37 37.08 7.58 7 0.37 40.08 7.58 8 1.15 41.90 8.88 9 0.40 43.08 7.58 10 0.20 49.83 8.33 Equipment Only 11 0.20 51.67 8.33 WGHT = 20.00 12 1.25 53.80 8.88 x' = 31.62 13 0.10 56.42 8.36 y' = 5.55 14 0.33 4.92 6.87 15 0.20 10.89 7.37 Defl (A)-(E) 16 3.00 14.92 1.71 -0.01= L/20470 17 0.05 17.67 7.92 18 0.20 23.00 0.67 Defl (E)-(B) 19 0.21 26.00 1.23 0.09= L/2921 20 1.69 29.50 1.75 21 0.10 31.08 8.08 Defl (C)-( F) 22 1.00 34.25 1.12 0 .00= L/54346 23 0.30 37.08 1.08 24 0.10 42.46 1.08 Defl (F)-(D) 25 0.40 45.31 1.71 o.16= L/1759 26 0.65 49.56 1.25 27 0.65 51.23 1.25 28 1.50 54.08 7.93 Misc. 29 0.30 4.29 8.00 Misc. 30 0.46 18.58 8.00 Misc. 31 0.47 40.13 8.00 Misc. 32 0.30 55.83 8.00 0 ' io ,..., CENTER OF GRAVITY & UFT SIZE : 60'x16 ' SEGMENT 2 A t~ :1; t z·· c l_x ~ N "1 0 "' rl •:3·:. i.4''; ·~ 5 ,' s·; 00 N ~ "' "' "' N "' '" '" d '" rl. rl N N POWER CONTROL RM I Sht No. 5.3 7/08 crd SCALE : 3/32 = 1 ' 815·106a 2815.106 81-411 E B ·~ 7 :· . 8: :9. •10' :.~1, )2• -.'13.'· ''4' ·J .' ~i F D N "' "' N "' "' "' "' "' "' N "' "' "i "' "' "' "' '" d '" '" 0 v "' 0 :;i N "' "' "' v v v "' " CENTER of GRAVITY and LIFTING PCR DIM's Lx Ly 60.00 16.00 Member Ix Size (in4) C15x40 348 Lift Lug Mark LOAD (kips) M(neg)('k) M(pos)('k) Defl(in) Defl Ratio Lift Lug Locations Left Center 8.58 20.00 Sx (in 3 ) 46.5 (A) 16.14 30.05 13.36 0.12 891 23.08 (E) 21.58 40.82 See Below POWER CONTROL RM I Sht No. 5.4 PCR-Turbine Building ZZZ-0101 10/08 crd Segment 2 Z815.106 PCR Only Right WGHT CGx CGy 8.33 62.50 30.00 8.00 2.06 = End Wall Wght PCR +EQUIP WGHT CGx CGy 115.00 29.47 7.38 (B) (C) (F) (D) 15.31 17.74 25.80 18.44 27.60 30.89 50.27 29.00 25.08 16.09 33.00 -0.03 0.10 See -0.11 2872 1066 Below 907 EQUIPMENT LOADS AND LOCATIONS MAX Lift Eye ~ DESCRIPTION MARK LOAD X y Load = 25.80 K 1 3.69 6.92 6.90 2 3.69 10.25 6.90 Bending 3 3.69 13.58 6.90 Max Stresses 4 3.69 16.92 6.90 fNeg = 12.97 5 3.69 20.25 6.90 fPos = 8.52 6 3.69 23.58 6.90 7 3.69 26.92 6.90 8 3.69 30.25 6.90 9 3.69 33.58 6.90 10 3.69 36.92 6.90 Equipment Only 11 3.69 40.25 6.90 WGHT = 52.50 12 2.65 44.33 5.46 x' = 28.83 13 2.65 47.33 5.46 v' = 6.64 14 2.65 50.33 5.46 15 2.65 53.33 5.46 Defl (A)-(E) Misc. 16 0.30 4.29 8.00 0.04= L/5490 Misc. 17 0.36 18.58 8.00 Misc. 18 0.35 40.13 8.00 Defl (E)-(B) Misc. 19 0.30 55.83 8.00 0.17= L/1614 Defl (C)-(F) 0.05= L/4450 Defl (F)-(D) o.23= L/1181 LIFTING METHOD SIZE : 60'x16 ' SEGMENTS 1 and 2 SLING NOTES, ____ _ POWER CONTROL RM SCALE : 3/32 = 1 ' \ Sht No. 5.5 7/08 crd 815-106a Z815.106 1) Minimum Sling Angle = 64° 2) See Sht 5.1 thru 5.4 for Weight and Center of Gravities • /O\ 0 I \ SPREADER BAR NOTES, __ Spreader Bar Length shall be ' 0 ' ' ' \ I I \ such that sling cable from side 3) Sling Cables an Shackles shall be Designed and Supplied by Others A Safety Factor of 4 shall be used ' 0 ' 0 I 0 ' 0 ' I I 0 ' ' ' ' 0 ' I I \ ' 0 ' of PCR shall not exceed 4° and shall not contact the roof eave. This requirement Insures that addition bolt tension Is minimized 8'w7!1 0 I \ ' ' ' I G \ 0 I \ ,, • $ Q li "VI I '!> i;::/1 ~ \ 0:"<.1/ I \ 0 I \ ' ' ' {!)I t \ s; Q I II ;:} "" 0 I \ , ' \ rA 6 ~ \ "'J Q ; II I I 0 ' ' ' P I o ' . ' I 0 0 ' . ' ' 0 ' I ' ' ' 0 ' Q I \ ' ' 0 ' 0 ' 20'-ou I 0 : 0 • 0 ' ' • • 0 I 0 601-0 11 23 1 ~1" ·\\. \ \ ' \ ' \ \ SUGGESTED LIFTING METHOD 8'-4 11 ' 0 ' i'J "' lATERAL STABILITY SIZE : 60'x32 ' COMBINED SEGMENTS Co "' L1 .... ' \0 L3 "' ;. L2 .... 8" Lx POWER CONTROL RM I Sht No. 6.1 7/08 crd SCALE : 3/32 = 1 ' 815-106 Z815.106 32" ' N Rl "' N ' R3 N "' R2 Co N 8" METAL THICKNESS t = 0.1046 in USE t = 0.21 In AT DOORS TO ACCOUNT FOR DOOR FRAME WHICH IS WELDED TO FLOOR FRAME I Lateral Stability [ Wall Panels COMBINED SEGMENTS POWER CONTROL RM I Sht No. PCR-Turbine Buiiding LZZ-0101 6.2 10/08 crd Z815.106 _______ TYPICAL WALL PANEL ANALYSIS: _________ _ Use section properties as shown on SHT 6.3_Assign stiffnesses based on bending and shear deformations: def = W·H 3 /(3·E·I)+3·W·H/(2·G·Av) G =.4·E = W·H3/(3·E·I)+3·W·H/(.8·E·Av) = (W·H/E)[H 2 /(3·1)+3.75/Av] = (3.75·W·H/E)-(H 2 /(11.25·I)+1/Av) K! = 1/def: Set (3.75·W·H/E) = 1 for relative stiffnesses K = 1/( H2 /(11.25·I)+1/Av) H = 12·(12.00+0.50) = 150.0" W = 5640 # See SHT 6.3 for W and Load Factor V = LF·W = LF·5640 M = 12.50·V ~_,.,NOTE: Load Factors used are defined as follows:_-,-_____ _ LF/end : relative Section Load Factors for Left and Right Ends. Sum of LF/end's equals 1.0 at each end. T LF@end : Load Factors for the Left and Right ends based on total PCR stiffness. These values are shown in the L1 column for the Left end and in the R1 column for the Right end. Sum ofT LF@end's equals 1.0 LF : Load Factors used for wall sections L1,L2,L3,R1,R2 and R3 _Sum of LF's for either end may be equal or greater than .5 _The sum of these Load Factors (LF's) may be equal to or greater than 1.0 for the total PCR lateral forces if rigid roof diaphragm is used. Torsion moments due to unequal wall stiffnesses are resisted by side wall panels. _Allowable Stresses: AISI ~-::-c:--:-::-::c-::--=:--:c-::--::-:-:---.::----.::-::-~c=-- KL/r=1.2·12·12.00/1.06=163.2 Sect 3.6.1.1 : Fa = 5.61 KSI Use 5.61 KSI for both Fa and Fb _Shear_Per AISI 1996 (Section C3.2)---;::;-;-;:-;:;:--;--:-;:---::-:::- 16 in = h 29500 = E __ (E·Kv/Fy)-".5-69 0.1046 in= t 33 = Fy_h/t = 153_Formula (c) Used 5.34 = Kv 2.00 = 0(SF)_Fv = 3047 PSI = 6093/2.00 _Screw Shear Values__ 45 = Fu AISI 1996 (Section.E4.3) 0.1046 = t_clg 0.25 = dia. 3177 = Pns 2600 0.1046 = t_wall 0.25 = dia. 3177 = Pns 2600 0.1046 = t_wall 0.25 = dia. 3177 = Pns 2600 0.1046 = t_Base Cap 2600 #for #14 Screws Connection at base V·=12·f~v~.t~w--,.(P~L~F)=--~s~h-ea_r ____________________ _ T. = 12·fb·tw·% (PLF) Tension or Compression R· = (V·2+T·2 )"V2 (PLF) Resultant 2 = SF_ROOF or CEILING DIAPHRAGM: Maximum Shear Force = 0.50·5640 = 2820 # See Sht 6.3 V = 2820/32.00 = 88 PLF Vh(Diaphragm) = 88 PLF Required Diaphragm Screw Spacing= 12·(2600/2)/88 = 177 in F(chord) = 1332# = (94·60.00 2 )/8/(32.00-.25) = 1.33 Kips A( chord) = 1.12 in 2 = 15·0.0747_ fa = 1.33/1.12 = 1.19 ksi Panel top screws same as bottom screws See sheet 6.3 1 = Vh/V Lateral Stability Wall Panels COMBINED SEGMENTS . Qwind = 13.9 PSF POWER CONTROL RM I Sht No. PCR-Turbine Building LLZ-0101 Load to Roof= 94 PLF = 13.9{(12.00/2+0.50)+0.25]_Long Face Wind in x Direction = 3265# = 102·32.00+0# Wind in y Direction = 5640# = 94·60.00+0# 6.3 i0/08 crd Z815.106 0 #Add Wind x Direction 0 #Add Windy Direction 0 ft Height Seismic= 0.07·W Load to Roof= 3929# = 0.0729·(13440+2984+21063/2+0)·2.00 0 # Add Seismic Load at Roof 0 ft Height Total PCR Lateral Force at Roof = W = 5640# Wall Axial Loads (Gravity). Use 1.66 ft of roof load. P = 1.66·(14.00+30)+12.50·10.50 = 204# fa = 204/1.89 = 108 PSI Section L1 L2 L3 R1 R2 R3 d(in) 198.0 14.0 56.0 232.0 28.0 32.0 b(in) 32.0 8.0 3.0 32.0 8.0 3.0 . b'(in) 3.0 3.0 3.0 3.0 3.0 3.0 tw(in) 0.1046 0.1046 0.1046 0.1046 0.1046 0.1046 t(in) 0.1046 0.1046 0.2100 0.1046 0.1046 0.2100 t'(in) 0.2100 0.2100 0.2100 0.2100 0.2100 0.2100 S(ln 3 ) 939.7 12.2 88.5 1244.5 31.8 37.1 y(in) 88.05 6.47 28.00 104.79 13.30 16.00 I(in4) 103317 92 2477 158318 467 593 Av(in 2 ) 20.71 1.46 5.86 24.27 2.93 3.35 K 14.78 0.04 1.02 18.57 0.22 0.27 0.45 0.55 LF/end 0.93 0.00 0.06 0.97 0.01 0.01 T LF@end 0.50 0.50 LF 0.47 0.00 0.03 0.49 0.01 0.01 V(#) 2630 8 182 2748 32 40 M('#) 32877 99 2274 34346 400 504 fv(PSI) 127 5 31 113 11 12 fb(PSI) 420 97 308 331 151 163 Vh·(PLF) 159 7 39 142 14 15 V·(PLF) 159 7 39 142 14 15 T·(PLF) 395 92 290 312 142 154 R·(PLF) 426 92 293 343 143 154 2 =SF Maximum Diaphragm Connection Force = 159 PLF 1.5 s Maximum Shear Stress = 127 PSI Maximum Bending Stress = 420 PSI Maximum Base Connection Force = 426 PLF 2 -SF_V(allowable) = 1300# = 2600/2.0 3 Screws per panel: 3·1300·(12/16) = 2925 PLF Fastener Capacity 426 < 2925 : Panel Connection Satisfactory LOADS to FOUNDATION SIZE : 60'x32 ' COMBINED SEGMENTS 0 ' "' M [IJ:l!] d 2J @ [IJ:l!] 25 © !!!Ji) @ ~ @ d a ," ' -' d ' ' ' _, 0 ' "' .-< [ \ a - 2 1/2" 11'-10 11 Inplace Loading Footing Mark GRAVITY DEAD LOAD LIVE LOAD TOTAL LOAD X Direction ±V (horizontal) ±P (vertical) Y Direction ±V (horizontal) ±P (vertical) POWER CONTROL RM SCALE: 3/32 = 1' b c c _, _, -, ' " ' ' " ' ' ,j Segment 2 e f f ," ," ,-, ,j " ' ,j Segment 1 , ........ " ' ' ,-... \ b" c" c" 11'~10 11 11'-10" 11'-10" 60'-011 LOADS are KIPS (1000 Pounds) a b c d e f 3.9 5.4' 5.4 16.4 4.7 4.6 8.9 16.9 16.6 29.6 28.9 28.4 12.8 22.3 22.0 46.0 33.6 33.0 0.9 0.9 0.9 0.9 0.9 0.9 1.1 1.1 1.1 5.2 0.7 0.7 1.2 0.9 0.9 1.2 0.9 0.9 1.9 1.1 1.1 5.2 0.7 0.7 j Sht No. 7.0 7/08 crd 815-106 Z815.106 b a _, '\ ',j ' ' ' e d ,--' -' " ', ' , ....... \ ' -' b" a' ' 21/2" ~ --'-> 12'-3 11 I Loads to Foundation Gravity Loads: Dead Load: Roof: Wall: Base: Live Load: Roof: Base: Total: j POWER CONTROL RM I Sht No. lPCR -Turbine Building ZZZ-0101 Segment 1 129 PLF = 14.0·16.00/2+2024/60.00/2 + 0 (Add'l) 129 PLF = 10.5·(12.00+0.50/2) + 0 (Add'l Wall) 192 PLF = 24.0·16.00/2 449 PLF Total Dead Load 240 PLF = 30·16.00/2+0 (Add'l Roof) 1163 PLF = 150·(16.00-2·.25)/2+0 (Add'l Base) 1403 PLF Total Live Load 1852 PLF = 1.85 KLF (Gravity) End Wall Load = 1029 # = 128.6·16.00/2 7.1 10/08 crd Z815.106 Lateral Loads: ______________________ _ WInd = 13 . 9 PSF -:-::-::-:-=---:-::-::--:-:--::-:::-:-::--::-::--::-=:---:-=:----- Load per foot= 195 PLF = 13.9·(1.25+12.00+0.50+0.25) Wind in PCR x Direction = V = 3392# = 212·16.00+0# M = 23742 '# = 3392·14.00/2 Wind in PCR y Direction= V = 11718# = 195·60.00+0# M = 82023 '# = 11718·14.00/2 Long Face Earthquake= V/W = 0.0729 0.00 W(#) V(#) 0 Unless Noted Otherwise _____ ~::-: M('#) (V/W) Add Roof Roof : 16424 1197 16160 = 1197·13.50+0·13.50 0.0729 Walls : 21247 1549 11227 = 1549·7.25 0.0729 Equip : 22000 1603 9701 = 1603·6.05 0.0729 Mise : 10389 757 1704 = 757·2.25 0.0729 Base : 23040 1679 2099 = 1679·1.25 0.0729 Total: 93100 6785 40890 2000 Added to Equipment Weight shown on Sht 5.2 CGz = 6.03' = 40890/6785 CGx = 31.62 (Equipment) CGy = 5.55 (Equipment) Lateral Force Summary: _________________ _ Wind (Long Direction) Seismic (Long Direction) Wind (Short Direction) Seismic (Short Direction) V = 3.4 kips V = 6.8 kips V = 11.7 kips V = 6.8 kips Wind (Wind Uplift_10.7 PSF) P = 10.3 Kips M = 23.7'k M = 40.9'k e = 0.58' M = 82.0'k M = 40.9'k e = 0.38' Mr = 690.8'K = 93.1·(16.00/2-0.58) __ SF = 16.9 = 690.8/40.9 I Loads to Foundation Gravity Loads: Dead Load: Roof: Wall: Base: Live Load: Roof: Base: Total: POWER CONTROL RM I Sht No. PCR-Turbine Building ZZZ-0101 Seqment 2. 12.9 PLF ~ 14.0·16.00/2.+2.02.4/60.00/2. + 0 (Add'l) 129 PLF = 10.5·(12..00+0.50/2.) + 0 (Add'! Wall) 200 PLF = 25.0·16.00/2. 457 PLF Total Dead Load 240 PLF = 30·16.00/2.+0 (Add'! Roof) 1163 PLF = 150*(16.00-2.* .25)/2+0 (Add'l Base) 1403 PLF Total Live Load 1860 PLF = 1.86 KLF (Gravity) End Wall Load = 1029 # = 12.8.6·16.00/2. 7.2. 10/08 crd Z815.106 Lateral Loads:----------------------'--- Wind = 13.9 PSF Load per foot= -:1795=-=P:-cLF:::-=--:1:-::3:-:.9~*'"'(71-=.2.:=5-+-.-172-=.o-=o-,+-=o-::.5:-:o-,+-=o-=.2.:-:5:-;-)---- Wind in PCR Long Direction = V = 3392. # = 212.·16.00+0 M = 2.3742. '# = 3392·14.00/2. Wind in PCR Short Direction ~ V = 11718 # = 195·60.00+0 M = 82.02.3 '# ~ 11718·14.00/2. Earthquake~ V/W ~ 0.0729 Unless Noted Otherwise ______ _ Add Roof W(#) V(#) M('#) 0 Roof : 1642.4 1197 16160 Walls : 2.12.77 1551 112.43 Equip : 54500 3972. 2.4031 Mise : 10399 758 1705 Base : 2.4000 1749 2.186 Total: 12.6600 92.2.7 5532.5 2.000 Added to Equipment Weight shown on Sht 5.4 CGz ~ 6.00' ~ 5532.5/92.2.7 CGx ~ 2.8.83 (Equipment) CGy ~ 6.64 (Equipment) ~ 1197·13.50 ~ 1551·7.25 ~ 3972·6.05 ~ 758·2.2.5 = 1749·1.2.5 Lateral Force Summary: _________________ _ Wind (Long Direction) Seismic (Long Direction) Wind (Short Direction) Seismic (Short Direction) V = 3.4 kips V = 9.2. kips V ~ 11.7 kips V = 9.2 kips Wind (Wind Uplift_10.7 PSF) P ~ 10.3 Kips M ~ 23.7'k M =· 55.3'k e = 0.59' M ~ 82..0'k M = 55.3'k e = 0.50' Long Face (V/W) 0.072.9 0.072.9 0.072.9 0.072.9 0.072.9 POWER CONTROL RM I Sht No. Loads to Foundation Combined Segments PCR-Turbine Building ZZZ-0101 Gravity Loads:-=--:-----:-:-::c:-::c-::--c-:------:::-=c::--::-:::-:-:-c-:--c Perimeter 449 PLF _Dead 1403 PLF _Live 1029 #_End Wall 457 PLF _Dead 1403 PLF _Live 1029 #_End Wall 7.3 10/08 crd Z815.106 _Trib_ _Concentrated__ _ __ Pier Loading __ Mark Span Dead Live Dead Live Total a) b) c) c) b) a) 6.13 11.83 11.83 11.83 12.04 6.33 Sum_60.00 Gravity Loads 384 PLF _Dead 348 PLF _Dead 1029 1029 2400 PLF _Live 480 PLF _Live 2058 1392 . 3779 5313 5313 5313 5407 3873 8593 16602 16602 16602 16894 8886 Interior #_End Wall _BASE #_End Cols _ROOF 12373 21915 21915 21915 22301 12758 _ Trib_ _ Roof_ _Concentrated __ __Pier Loading __ Mark Span Span Dead Live Dead Live d) 6.13 30.00 13890 14400 16242 29100 e) 11.83 4544 28400 f) 11.83 4544 28400 f) 11.83 4544 28400 e) 12.04 4624 28900 d) 6.33 30.00 13890 14400 16322 29600 Sum_60.00 Sum_60.00 Lateral Loading--.----::c::-- 6 X Number of Supports 3 Y Number of Supports X Direction Shear Wind 0.333 = Max Line Factor 6783 # = Sum Shear (Wind) V = 377 #/Pier = 6783·0.333/6 Axial Wind 10.7 PSF =Roof Uplift 23742 '# = Moment (Wind) 12.25 ft = End Span Pm = 388 # = 23742/5/12.25 Pue = 524 # = 10.7·12.25·16.00/4 Pe = 912 # = 388+524 _Ends Puc= 1031 # = 10.7·12.04·16.00/2 _Others 16012 # = Sum Shear (Seismic) V = 890 #/Pier= 16012/(6·3) 96215 '# = Moment (Seismic) p = 535 # = 96215/3/60.00 Total 45342 32944 32944 32944 33524 45922 Loads to Foundation Combined Segments POWER CONTROL RM I Sht No. PCR-Turbine Building ZZZ-0101 Lateral Loading Y Direction Wind Load to Roof = 94 PLF Wind Load to Base = 101 PLF Wind Load (Total) = 195 PLF 7.4 10/08 crd 2815.106 6 X Number of Supports 0.697 = E/W 3 Y Number of Supports 11718 # =Sum Shear (Wind) V(average) = 651 #/Pier= 11718/3/6 Shear ______ ~~~---------------------------------Wind Trib Spans Mark_ a) & d) b) & e) c) & f) c) & f) b) & e) a) & d) Base Roof 5.13 30.00 11.83 11.83 11.83 12.04 6.33 30.00 Sum_60.00 Sum_60.00 __ v_ 1146 # = (6.13·101+30.00·94)/3 398 # = (11.83·101+0.00·94)/3 398 # = (11.83·101+0.00·94)/3 398 # = (11.83·101+0.00·94)/3 405 # = (12.04·101+0.00·94)/3 1153 # = (6.33·101+30.00·94)/3 Axial':;-;;--=o-=:::-~-;:-;-;--c:;;:;------------------------------Wind 10.7 PSF-Roof Uplift 31.50 ft = End Space I wo = 43 PLF = (82023/60.00)/31.50 16.00 ft =Edge Span I wa = 86 PLF = (16.00/2)*10.7 Marl<_ a) b) c) c) b) a) _Trib Span_ wa wo 6.13 30.00 11.83 11.83 11.83 12.04 6.33 30.00 Sum_60.00 Sum_60.00 _p_ 1817 # = (6.13·86+30.0043)+0 1018 # = (11.83·86+0.0043)+0 1018 # = (11.83·86+0.0043)+0 1018 # = (11.83·86+0.00·43)+0 1036 # = (12.04·86+0.00·43)+0 1835 # = (6.33·86+30.0043)+0 1018 # Uplift at c) for X direction Wind 32.00 ft = Center Span I we = 171 PLF = (32.00/2)* 10.7 _Trib Span_Center Mark_ d) e) f) f) e) d) we __ P_ 30.00 5130 # = (30.00·171) 0 # = (0.00·171) 0 # = (0.00·171) 0 # = (0.00·171) 0 # = (0.00·171) 30.00 5130 # = (30.00·171) Sum_60.00 16012 # = Sum Shear (Seismic) V = 890 #/Pier = 16012/3/6 96215 '# = Moment (Seismic) p = 611 # = 96215/5/31.50 Number of Supports 3 3 3 3 3 3 COM check Software Version 3.6.0 Envelope Compliance Certificate 20031ECC Section 1: Project Information Project Type: New Construction Project Title : Construction Site: Owner/Agent: Designer/Contractor: Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Building Type Other De Beque, Colorado 13b 5927 668 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Roof 1: Metal Roof with Thermal Blocks Exterior Wall 1: Other, Heat capacity 1.0 Door 1: Solid(<= 50% glazing) Floor 1: Other Gross Area Cavity Cont. or Perimeter RNalue R~Value 1920 19.0 0.0 2208 122 1920 (a) Budget U~factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: Proposed U·Factor 0.070 0.053 0.091 0.053 Budget U-Factor 0.058 0.088 0.139 0.053 0 1. All Joints and penetrations are caulked, gasketed or covered with a moisture vapor~permeab!e wrapping material Installed In accordance with the manufacturer's Installation Instructions. 0 2. Windows, doors, and skylights certified as meeting leakage requirements. 0 3. Component R~values & U~factorslabeled 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. 0 5. Stair, elevator shaft vents, and other dampers Integral to the building envelope are equipped with motorized dampers. 0 6. Cargo doors and loading dock doors are weather sealed. 0 7. Recessed lighting fixtures are: (I) Type IC rated and sealed or gasketed; or (\1) Installed inside an appropriate air~tlght assembly with a 0.5 Inch clearance from combustible materials and with 3 inches clearance from insu\a!lon material. 0 8. Building entrance doors have a vestibule equipped with closing devices. Exceptions: Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq. ft. ln area. 0 9. Vapor retarder installed. Section 4: Compliance Statement Project Title: Data filename: C:\Program Flles\Check\COMcheck\CHA.cck Report date: 11/10/08 Page 1 of 7 Compliance Statement: The proposed envelope design represented !n this document is consistent with the building plans, specifications and other calculations submitted with this permit appl!cat1on. The proposed envelope system has been designed to meet the 2003 lECC requirements in COMchack Version 3.6.0 and to comply with the mandatory requirements In the ReqUirements Checklist. w~.'"./J/vw Signature Project Title: Data filename: C:\Program Files\Check\COMcheck\CHA.cck Date Report date: 11/10/08 Page 2 of 7 Bill Of Material Organization item Customer Name End User Name Location Equipment Type Equipment ID Designer Item Item Number Seq 1 21503 2 VMVS2'TW150GP/MT/IR 3 LU150 Offshore Division 1027S10101ELEBOM DEFAULT DEFAULT 4 OM5-248HO-AR·120-CW20 5 F46T121CW/HO 6 N2LPS6422 7 GF6300H 8 HBL8310 9WPFS26 10 S2 11 S26 12 S7 13 HBL1223 14 HBL1224 15 RUBBERMAI().2644 16 0080-4035 17 332 19 SSF-8X6 20 M48-2 21 00-1114 22 00·1124 23 OD-18718M 24 RWV30154AP 25 4539931BW-6205-5F18 26 10279HJ101EL·26 27 053-MI 28 DD-1121 29 Y48M28875CU POWELL ELECTRICAL SYSTEMS 16535 Jacintoport Boulevard Houston 77015 PO Number Paint Cede BOM Date Order Quantity U L Inspection Qty UOM Item Description 308-TI101·SIB/T 12-JUN-2008 4 EA EXIT SIGN I SETON, LUMINOUS, SEl.F· ADHESIVE, 10W x 7"H, RED LTRS 12 EA LIGHT FIXTURE·HI PRESSURE SODIUM VAPOR WALL MOUNT FIXTURE, 120V,150W, CL.I, DIV.2, INSTANT RESTRIKE, CROUSE HINDS 12 EA 150WATT HPS BULB 34 EA FLUORESCENT LIGHT FIXTURE I LITHONIA, 2 BULB, 4 FT, DAMP LOCATION, T12HO WITH MAGNETIC COLD WEATHER BALLAST (·20 DEG. F.), 120VAC 68 EA FLUORESCENT BULB I SYLVANIA; 60 W, 481NCH, HO, RAPID START 4 EA CROUSE HINDS DUAL HEAD EMERGENCY LIGHT PACK, 120/277VAC,60HZ,CL.1, DIV.2 35 EA HUBBELL DUPLEX RECPT, 20A 125V, BROWN HOSPITAL GRADJ;O,NEMA 5-20R, GFCI 4 EA RECEPTACLE I HUBBELL, HOSPITAL GRADE, SINGLE, 20A, 125V, 5- 20R,BROWN . 4 EA WEATHERPROOF ALUMINUM LIFT COVER PLATE/HUBBELL FOR (1) GFCI DUPLEX RECEPTACLE, FOR TYPE FS BOX 6 EA HUBBELL SS DOUBLE GANG SWI\CH PLATE 31 EA HUBBELL WALL PLATE FOR SINGLE GANG GFI RECEPTACLE, STAINLESS STEEL 4 EA HUBBELL SS RECEPT. COVER SINGLE GANG 8 EA 3-WAY TOGGLE SWITCH I HUBBELL 20A, 1201277VAC BROWN HANDLE, 3-WAY TOGGLE 4 EA SWITCH.HUBBELL 4 WAY, TOGGLE, 20A, 120/277VAC, BROWN 2 EA HEAVY DUTY TRASH CAN I RUBBERMAID, 40 QT 4 EA HEAVY DUTY COAT HOOK/ STANLEY 4 EA EXTINGUISHER.AMEREX C02, 20LBS, WITH 811G BRACKET 2 EA MCT FRAME I ROX, STAINLESS STEEL, (6) SIZE 8 WINDOWS, FLANGED 400FT SWITCHBOARD MATTING I SALISBURY, CLASS 2 (20 KV), 48" WIDE 1 EA STORAGE CABINET/ LYON, 36"W x 21"D X 7BH" GRAY 1 EA PARTS BIN CABINET I LYON, 36"W x21'D x 82"H GRAY 2 EA CLOSED7·SHELF UNIT I LYON, 36"Wx 12"Dx84"H, GRAY 2 EA 4-DRAWER FILE CABINET I STEELCASE WITH HANGING FOLDER (FOG) 1 EA ERGONOMIC CHAIR I STEELCASE, CRITERION PLUS, BLACK I BLACK, WITH CASTERS AND SOIL RETARDANT TREATMENT 1 EA WORK STATION I GREAT LAKES CABINET, ADVANTAGE 2000+, PER DWG 2033-102·60-AR.0213-01 1 EA MAGNETIC DRY ERASE BOARD I OPTIMA, 60"W x 36'H, ALUMINUM FRAME, PORCELAIN STEEL, WITH CORK MAP RAILING AND MARKER TRAY 1 EA COMBINATION CABINET I LYON, 36'W X 24"D X 78"H, GRAY 1 EA TRANSFORMER I CUTLER-HAMMER EPT75KVA, 480V DELTA PRIMARY, 208Y/120VAC SECONDARY, 60HZ, 80 DEG C TEMP RISE, COPPER WINDINGS 15-0CT-2008 SHEET 1 of 3 DATE PRINTED Revision: 3 Bill Of Material Item Customer Name End User Name Location Equipment Type Equipment ID Designer Item Item Number Seq 30 102791-Q101EL-30 31 102791-Q101El-31 32 DH263UDK 33 THERMAX-G.750C 34 THERMAX-2000C 35 2E206 36 HBL9330 37 8723 38 27450G03 39 KC26 40 27455P07 41 4719A92G63 42 A202008LP 43 A20P20 44 CR151B20 45 500L-AOD93 46 595-AB 47 800T-Q10R 48 800T-Q10G 49 BOOT -X527 50 800T-X530 51 46A09-24-240 52 46A09-06-240 53 6A-24-90HB12 54 6A-24-HT12 1027910101 ELEBOM DEFAULT DEFAULT POWELL ELECTRICAL SYSTEMS 16535 Jacintoport Boulevard Houston 77015 PO Number Paint Code BOM Date Order Quantity UL Inspection 30B-TI101.SIB/f 12-JUN-2008 Qty UOM Item Description 1 EA 1 EA 1 EA 129 EA 129SH 2EA 9EA 9EA 3EA SEA 3EA 21EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 19EA 4EA 7EA 3EA 15-0CT -2008 DATE PRINTED CUTLER-HAMMER POW-R-UNE 1A, SURFACE MTD, 208YI120 VAC, 3PH, 4W, 225A COPPER MAIN BUS, COPPER NEUTRAL BUS, COPPER GROUND BUS, 101<AIC, 225A TOP MTD MAIN BREAKER (24VDC SHIJNT TRIP & AUX SWITCH), 42CKT, NEMA 1, Ul LABEL, BOLT ON BAB FEEDER BRKS. SUBFEED LUGS, PADLOCKING PROVISIONS ON EACH BREAKER, PER ATTACHED DWG. TAG: SBP-20 CUTLER-HAMMER POW-R-UNE 2ASURFACE MTD, 125VDC, 2W, 100A COPPER MAIN BUS, COPPER GROUND BUS, 101<AIC, 100A TOP MTD MAIN BREAKER, 42CKT, NEMA 1, UL LABEL, BOLT ON GHB FEEDER BRKS, PADLOCKING PROVISIONS ON EACH BREAKER, PER ATTACHEDDWG. TAG:DCP-14 SWITCH I CUTLER-HAMMER NON-FUSIBLE DISCONNECT, SOOV, 2POLE, 100A, NEMA 12 ENCLOSURE, SINGLE THROW THERMAX INSULATION 314" X 48" X 96" TO BE CUT TO 1511116" WIDE. THERMAX INSULATION 2" X 48" X 96" TO BE CUT TO 14 314" WIDE. ~DISCONTINUED. REPLACE WITH 1UHH2u THERMOSTAT. DAYTON. (1)-SPDT, 30TO 110 DEG ADJ. CONTACT RATING: 120V 16NSPDT, 120V 22NSPST. 3 WIR~ BLOCK PHENOTIC RECEPT. BY HUBBELl, 30A, 250V SINGLE RECEPT. COVER/ HUBBELL, SIS SMOOTH, TERMINAL BOX ASSY LENGTHWISE SPLIT FIMC18X58 BURNDY SERVIT POST, 2/0 ANGLE SUPT Fn TERMINAL BLOCKS TERMINAL BlOCK, C-H TYPE 7 POINT, WHITE PULL-APART WITH (2) TERMINAL STRIPS. TYPE 12, 13 ENCLOSURE HOFFMAN SINGLE DOOR 16 GA BOX DIM: 20.00"H X 20.00"W X 8.00"0 INTERNAL PANEL FOR HOFFMAN A202008LP ENCLOSURE PNL DIM: 17.00'H X 17.00"W 12 CIRCUIT TERMINAL BLOCK 30A HEAD SCREW BOTH SIDES CONTACTOR I AB, 3 POLE, 20A HEATING OPeN TYPE, 115-120 V, 60HZ AUX CONT A-B 1 NIO 1 NIC IND LT·FVIA-B 120VRED LENS INDLT-FVIA·B 120VGREEN lENS STANDARD LEGEND PLATE I A-B, OFF STANDARD LEGEND PLATE I A-B, ON B-LINE AlUMINUM CABLE TRAY, 240' STRAIGHT, 24'W X 6"0 WITH STAINLESS STEEl TRAY HARDWARE B-LINE ALUMINUM CABLE TRAY 240" STRAIGHT, S'W X S"D WITH STAINLESS TRAY HARDWARE B-LINE ALUMINUM CABLE TRY 90 DEG HORIZONTAL BEND WI 12"RADIUS X 6"DEEP X 24"W B-UNE AlUM. CABLE TRAY HORIZONTAL TEE,24'WIDE, 12" RADIUS, 6" DEEP SHEET 2 of3 Revision: 3 Bill Of Material Organization Item Customer Name End User Name Location Equipment Type Equipment ID Designer Item Item Number Seq 1 EM24L35 2 1HLA1 Offshore Division 102791-0201 DEFAULT DEFAULT POWELL ELECTRICAL SYSTEMS 16535 Jacintoport Boulevard Houston 77015 PO Number Paint Code BOM Date Order Quantity UL Inspection Qty UOM Item Description Ill 12-JUN-2008 9 EA WINDOW AIR CONDITIONER I FRIEDRICH, 23000 BTU I HR COOLING, 17,300 BTU I HR HEATING, 208VAC, 1 PHASE 1 EA SHUTTER MOUNTED EXHAUST FAN I DAYTON, 10", 115 VAC, 60HZ 1 0-JUL-2008 SHEET 1 of 1 DATE PRINTED Revision: 0 0 A Rev Chevron CHEVRON PICEANCE BASIN INCORPORATED Clerical Revision -IFC 7-Dec-08 TKO Issued for Construction 19-Nov-08 TKO Issued for Review 04-Nov-08 TKO Status Date Origin. QA/QC LDE Document Title: PICEANCE FIRE PROTECTION PHILOSOPHY PAl Project No. Document No. Page 2033 2033-201-00-ST-0001 RLV TKO RLV TKO RLV TKO EM PM 1 of14 Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 7 December 2008 TABLE OF CONTENTS REV: 1 Page 2 of 14 II 1.0 EXECUTIVE SUMMARY ...................................................................................................•........ 3 2.0 PURPOSE ................•...........................................................................................•....•..................... 4 3.0 SCOPE •.....................................................................................................................•.................... .4 4.0 CONCLUSIONS ....................................................•..•.....•.......•...•................................................... 4 5.0 RECOMMENDATIONS ............................................................................................................... 4 6.0 REFERENCE DOCUMENTS ...................................................................................................... 4 7.0 FACILITY DESIGN PARAMETERS ......................................................................................... 5 8.0 FLAMMABLE HYDROCARBON INVENTORY ..................................................................... 5 9.0 FACILITY AND ENCLOSURE DESIGN PARAMETERS ...................................................... 7 10.0 CONSTRUCTION ......................................................................................................................... 7 11.0 FIRE AND GAS DETECTION .................................................................................................... 9 12.0 FIRE SUPPRESSION .................................................................................................................... 9 13.0 CODE DISCUSSION ................................................................................................................... 10 Tables Table 1: Liquid Inventories .......................................................................................................................... 6 Appendix Appendix A ................................................................................................................................................. 13 Appendix B ................................................................................................................................................. 14 Page2/14 Chevron ~ ._. 1.0 EXECUTIVE SUMMARY Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No; 2033~201~00~ST ~0001 Date: 7 December 2008 REV: 1 Page 3 of 14 II The Chevron Mid-Continent & Alaska Business Unit (Chevron) is currently developing facilities in the Piceance Basin of Western Colorado for the purposes of natural gas production, treatment, transmission, and delivery to sales pipelines. These facilities include modular facilities close to the gas wellheads, as well as a number of modular unit process facilities at a Central Production Facility (CPF) to be located north of the town of De Beque, Colorado. Because of the unique nature of fire and explosion hazards at natural gas facilities, Chevron has planned and designed these facilities to incorporate fire prevention and protection systems and procedures in accordance with industry standards, relevant building and fire protection codes, and Chevron's Safety in Design program. The purpose of this document is to present the design and operational philosophy Chevron proposes for the development of these facilities within the CPF. The key design parameter in the design of the fire protection system for the CPF is the ability to quickly and automatically depressure most of the facility, shut down the flow of hydrocarbons to the facility, and remove all electrical power, except essential power, upon automatic detection of a fire anywhere in the facility. As is typical in the petroleum industry, Chevron has designed the production and treatment facilities at the CPF as a series of modular unit processes. Each module is designed to accomplish some function or functions related to natural gas processing, such as removal of water and solids flowing within the gas stream, removal of heavier hydrocarbons from the gas stream, compression of the gas prior to release to a pipeline, metering the gas prior to delivery of the gas to a customer's pipeline, etc. Because of the harsh weather conditions at the site, many of these unit processes are enclosed to protect certain equipment and instrumentation from the elements. Some of the process skids will be mostly enclosed; other process modules will have an enclosure around the instrumentation and control equipment only. Most of the process enclosures will be factory built, and Chevron has been working with the Colorado Division of Housing to secure plan reviews and permits for these prefabricated facilities. Several of the facilities will be site- built enclosures, including a large facility housing the main compression equipment at the CPF. Additionally, some of the prefabricated facilities will house support and utility processes, but will not house any significant hydrocarbon materials. Because of the nature of the fire hazard associated with the enclosures housing process gases and associated equipment, the primary focus of this nauative will be on the process buildings. The process equipment enclosures are classified by the International Building Code (IBC) as buildings with an Occupancy Classification of H-2. This rating is based on the amount of flammable gas and liquids carried in the equipment and piping within the enclosures. Although buildings with an H-2 occupancy rating are normally required to have an automatic sprinkler system, Chevron is proposing to protect these facilities with a non-water-based emergency system in accordance with the exemptions allowed in IBC Section 903.3.1.1.1. The design and construction of the process building enclosures have been conducted after identifying and taking into account the hazards associated with the types of equipment and materials contained within the enclosure. The design and constmction standards utilized are more stringent than required by current industry codes and standards. The enclosures are constructed of noncombustible materials and have fire and gas detection systems specifically designed for the gas processing industry. The egress requirements of IBC Chapter I 0 and the NFPA Life Safety Code requirements are also incorporated into the design. Page 3/14 2.0 PURPOSE Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 7 December 2008 REV: 1 Page 4 of 14 II This philosophy identifies the design parameters utilized to engineer equipment enclosures that meet the requirements of the IBC for buildings with an H-2 rating but without an automatic sprinkler system. This document also establishes that the level of life safety proposed for the process facilities is equivalent to those code requirements. 3.0 SCOPE This document only analyzes those equipment enclosures located at the Central Processing Facility in Chevron's Piceance Basin Development. It focuses on those enclosures with an H-2 rating by identifying the hazards within the enclosure and the design measures used to mitigate those hazards to personnel who may be present at the time of an incident. 4.0 CONCLUSIONS The parameters utilized in the design and construction of the equipment enclosures covered by this philosophy adequately protect personnel from the hazards due to the presence of hydrocarbons in the enclosure, without employing automatic sprinkler systems. 5.0 RECOMMENDATIONS All enclosures covered by this philosophy must be built and installed as designed. Additionally, operational and maintenance procedures should be implemented to ensure that all safety systems are tested and maintained in accordance with IBC and International Fire Code (IFC) requirements. 6.0 REFERENCE DOCUMENTS Reference Document IBC 2003 IFC 2003 IMC 2003 API RPI4C APIRPI4G Document Title International Code Council- International Building Code -2003 International Fire Code-2003 International Mechanical Code -2003 American Petroleum Institute - Recommended Practice for Analysis, Design, Installation, and Testing of Basic Surface Safety Systems for Offshore Production Platforms Recommended Practice for Fire Prevention and Control on Open Type Offshore Production Platforms Page4/14 API RP500 API RP752 APIRP 2030 API Publication 2510A COGCC 30 CFR Chapter II NFPA 101 Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033~20l~oo,sT .. 0001 Date: 7 December 2008 REV: 1 Page 5 of 14 Recommended Practice for Classification of Locations for Electrical Installations at Petroleum Facilities Classified as Class I, Division I and Division 2 Management of Hazards Associated with Location of Process Plant Buildings Application of Fixed Water Spray for Fire Protection in the Petroleum and Petrochemical Industries Fire Protection Considerations for the Design and Operation of Liquid Petroleum Gas (LPG) Storage Facilities Colorado Oil and Gas Conservation Commission- Rules for Oil and Gas Development in Colorado -Section 606A "Fire Prevention and Protection" Code of Federal Regulations- Title 30 (Mineral Resources) -Chapter II Part 250.800 "Production Safety Systems" National Fire Protection Association- Life Safety Code 7.0 FACILITY DESIGN PARAMETERS The CPF is designed to be an unmanned facility. The control system is specifically designed to ensure that in the case of a significant event all instrumentation fails safe, the main electrical feed to the affected area is shut off, incoming hydrocarbon flow to the facility is blocked at the battery limit (boundary) of the facility, and the bulk of the hydrocarbon inventory in the facility is depressured to the facility's flare system. Although some limited portion of the piping and some vessels within the plant may have a residual gas pressure after the shutdown, virtually all fuel sources within the facility will be immediately shut off. The CPF does not have water available for fire suppression activities. Additionally, no local fire water system exists to provide for tie-in for CPF fire suppression systems. 8.0 FLAMMABLE HYDROCARBON INVENTORY 8.1 Liquid Inventory The primary fire hazard within the enclosures listed in Table I is related to hydrocarbons processed within the facility. In addition to various volumes of natural gas, these buildings will contain various quantities of hydrocarbon condensates (condensates are flammable hydrocarbon liquids that condense out of the gas stream when the gas is exposed to typical ambient temperature and pressure). The hydrocarbon condensate liquid contained in most of the process buildings in Table I is a Class !A flammable liquid (its flash point is Jess than 73"F and its boiling point is less than IOO"F). The exempt quantity of Class lA liquids, per the IBC, is 30 gallons. The exempt quantity for flammable gases in the IBC is 1000 standard cubic feet, which is Page 5/14 Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 7 December 2008 REV~ 1 Page 6 of 14 exceeded in each of thebuilding enclosures. Due to the inventory of flanunable materials located in each enclosure, a rating of H-2 for each of the enclosures and compressor building is warranted. Fire protection methods based on this occupancy classification are further discussed below. Table 1: Liquid Inventories l!:n~ll!~lll'l! .···• •• 1-i~uid VbluiJl~ / ·/~:1(Juid ·····•·' ~lashJ>oin~@••o ···•'1l6i~~~~~j~····· •. • ... >••· ... •. ;' .. ><(gallons) ·····•··c. ·····.·····•·· ·• ·. PSiy,('F}. . :··, __ ::-.·_<_;'_:~:--.:-·.:.::-• Gas Separator 604 Condensate -16 37 128 Water Liquid 426 Condensate -2 78 Separator 1013 Water Gas Filter --Condensate N/A N/A Separator 34 Water Sales Gas 253 Condensate -20 34 Compressors 42 Water 1000 Lubricating oil 262 >300 Condensate 55 Condensate -2 78 Loading --Water Produced 20 Condensate -2 78 Water and 51 Water Condensate Pumps Flare Scrubber 257 Condensate -2 78 --Water Vapor 14 Condensate -4 75 Recovery Unit --Water Fuel Gas 35 Condensate -15 37 --Water -- Page6/14 Chevron ~-~ ~ .._.. Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033~201~00~ST-0001 REV: 1 Date: 7 December 2008 Page 7 of 14 9.0 FACILITY AND ENCLOSURE DESIGN PARAMETERS 9.1 General Almost all of the process building enclosures will contain some amount of hydrocarbon condensate liquid, which is produced from the wellhead along with the lighter natural gas components. Some of the individual unit processes are specifically designed to remove these flammable liquids and transfer them to holding tanks elsewhere within the plant. The volumes of flammable liquids in many of these enclosures exceed the IBC thresholds at which a building is classified as H-2. These volumes may increase the fire hazard within each enclosure to some degree, but do not change the overall philosophy of our proposed fire protection program. 9.2 All flammable liquids and gases within the enclosures are totally contained within the process piping and ASME-rated pressure vessels. An automatic fire and gas detection system is provided to detect any leaks or fires. 9.3 In the event of a fire anywhere within the CPF, the facility is depressured to the flare to remove the bulk of the flammable gas sources from the fire. Any remaining hydrocarbon liquid would initially be protected and contained within the process piping and/or vcssel(s) in which it resides within the enclosure. The rate at which the hydrocarbon liquid would contribute to the ongoing fire would depend upon the amount of damage in the containing piping/vessel(s). If the containment is damaged or breached, the materials would bum in place along with the remaining gaseous components. The relative volumes of gas and liquids being burned, and access to the fire of an oxidizing airflow, would determine the extent to which the liquid boils in place as it contributes to the fire. 9.4 Although a combination liquid-and,gas fire might bum hotter and longer than a pure gas fire, the fundamental principle behind our proposed fire protection system is unchanged. The system is designed to contain the fire and allow it to bum out in place. There is no need to attempt to suppress the fire with a water-based sprinkler system. It would likely cause a more substantial hazard by allowing the remaining flammable gases to form a combustible cloud capable of re-ignition until allowed to dissipate. 9.5 It would also be undesirable for the fire department to attempt to put out the fire within an enclosure prior to the consumption of the fuel exposed to the fire. As mentioned above, the remaining gaseous components, along with liquid components that are vaporized due to the heat of the fire, would be dangerous and subject to re-ignition. (See sections 13.3.4 and 13.3.5 for details of this hazard.) 9.6 A closed drain system is provided that removes all liquid from the enclosure's coaming area to a remote underground sump tank. The drain system incorporates P-traps to prevent flmnmable gases from venting into the enclosure. Liquids collected in the underground sump are subsequently pumped into the facility's above-ground storage tanks. 10.0 CONSTRUCTION Each enclosure has the following construction attributes: 10.1 All hazardous gases and liquids within each enclosure are housed in self-contained process piping and/or pressure-rated vessels. Piping is designed and constructed in Page?/14 Chevron ~~~ ~~ .._.. Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin REV: 1 Date: 7 December 2008 Page 8 of14 II accordance with ANSI B31.3 requirements for gas facilities of this type. All pressure vessels are designed in accordance with applicable ASME Section Vlll requirements for these vessels. 10.2 Process piping and vessels are designed to contain all materials with no significant leakage. A fire and gas detection system is specifically designed for each enclosure to detect the presence of hydrocarbons in the air or a fire event, and will initiate emergency shutdown systems within the plant upon detection of a significant amount of hydrocarbons. (Details of this system are described in the following sections.) 10.3 Each enclosure is constructed entirely of noncombustible materials. 10.4 Additionally, all equipment, piping, instrumentation, junction boxes, panel boards and cable within the enclosure are also noncombustible or flame-retardant. 10.5 Adequate access/egress is provided to allow safe evacuation from the enclosure in the event of a fire or gas release in compliance with IBC and NFP A Life Safety Code requirements. These criteria include the provision of at least two means of egress from any building with travel distance to an exit greater than 25 feet. No dead-end corridors are allowed in any of the buildings greater than 20 feet. 10.6 Ventilation is provided to the enclosure in compliance with IMC requirements. 10.7 Panic door hardware and emergency exit lighting are provided in compliance with IBC. 10.8 To prevent electrical ignition of hydrocarbon vapors, all electrical components on the process skids are explosion-proof and rated for service in Class I, Group D, Division I atmospheres as rated by API RP 500, and each component is certified as such by a Nationally Recognized Testing Laboratory (NRTL). All 208VAC and 120VAC wiring and equipment within each process skid are wired to an on-skid explosion-proof panelboard. All equipment in the compressor building is rated for Class I, Division 2. (The distinction is a result of the presence of the combustion engines driving the compressors.) 10.9 Although the enclosures are designed to be safe when continuously occupied, the facilities in practice will be normally unoccupied. Personnel only occupy an enclosure when conducting equipment monitoring and observance activities; doors are kept open when the enclosure is occupied. 10.10 The operational activities typically require personnel in the enclosure for less than 15 minutes on any given day. Any maintenance activities within the facility will be conducted under stringent safety protocols, including additional fire suppression equipment and persmmel being present and the use oflock-outltag-out procedures. 10.11 Operational procedures at the plant prohibit the accumulation of any combustible materials within the enclosure. 10.12 The design of the site surrounding each enclosure incorporates a barrier zone approximately 20 feet wide covered with noncombustible gravel and no vegetation. Additionally, the site has significant security measures in place, and no admittance to the general public is allowed. 10.13 All enclosures and the process control and safety systems that interface with them were designed using Chevron's "Offshore Gulf of Mexico" standards and design criteria. Page 8/14 Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033 .. 20l .. QO~ST"0001 Date: 7 December 2008 REV: 1 Page 9 of 14 II Chevron considers these standards to be more stringent than most onshore standards, leading to a more conservative design. 11.0 FIRE AND GAS DETECTION Each enclosure is equipped with the following fire and gas detection technology, in strict compliance with the IFC and API RP 500: 11.1 Infrared point gas detectors which are tied to a central monitoring system will initiate shutdown of electrical service and hydrocarbon flow to and from the enclosure when gas is detected. These detectors are set to alarm when flammable gas at a concentration of 20% of the lower explosive limit (LEL) is detected. A complete shutdown of power and hydrocarbon flow to the enclosure is initiated when flammable gas at 40% of LEL is detected. All detection and monitoring equipment used at the site is listed by a Nationally Recognized Testing Laboratory (NRTL). See Appendix B. 11.2 A pnemnatic fusible loop system consisting of stainless steel tubing pressurized with 40 psig instrument air, and including elements which will melt at l80°F, is provided on all hydrocarbon processing equipment per API RP 500. This system is equipped with a pressure sensor that is tied to a central monitoring system. A loss of pressure in the loop will indicate the affected enclosure and will shut down hydrocarbon flow to and from the enclosure and throughout the CPF and will initiate depressurization of the affected facilities to a dedicated flare. See Appendix A. · 11.3 "Triple-infrared" fire detectors will be installed in each enclosure, and when a fire is detected, a programmable logic controller (PLC) will shut down the flow of hydrocarbons to and from the enclosure, as well as throughout the CPF. The bulk of the hydrocarbon inventories throughout the CPF will be depressured to a dedicated flare. (Some minor residual amounts of gas under pressure will still be present in some vessels and piping sections outside of the building enclosures.) Triple-infrared optical flame detectors (known as 'fire eyes' in the gas processing industry) will be installed in all H-2 occupancy buildings and will be tied to the fire alarm systems described above. 11.4 The triple-infrared open-path fire detector system is independent from and redundant with the pneumatic fusible loop system. Both of these systems are independent from the gas detection system. 11.5 Note that the types of detectors described above in Sections 11.1 through 11.3 are provided in lieu of the smoke detector system outlined in IBC Section 903.3 .1.1.1. The primary reason for this is that there are no c01mnercially available weatherproof smoke detectors that are rated for Class I, Division I service. 12.0 FIRE SUPPRESSION For these process enclosures, the flammable content hazard located within these enclosures is primarily pressurized natural gas. The experience within the petroleum industry is that a typical water-based sprinkler system cannot extinguish a pressurized gas fire, and in fact can create more of a hazard than it mitigates. The standard of the natural gas industry, as codified in API RP 500, is that suppression of a pressurized natural gas fire is best accomplished by i1mnediately shutting off all incoming sources Page9/14 1i IMI Df·<. (Jj E.C:"T. /-\ SSC)(:l.t\T'ES ·* ••••• Chevron ~ lliiiiiill Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 7 December 2008 nv·u. 1 .J.'-1.:.11' .... Page 10 of 14 of fuel and venting all other inventories of fuel to a flare system. The remaining non-pressurized gas, along with any associated hydrocarbon liquid, is allowed to bum itself out. For manual suppression of small fires on a limited basis, each enclosure is equipped with hand- held 30-lb Class ABC fire extinguishers located at each door. 13.0 CODE DISCUSSION 13.1 IBC 13.1.1 IBC 2003 normally requires an automatic fire sprinkler system for all H-2 occupancies. 13.1.2 All of the process buildings in this project are classified as H-2 due to the large volume of hazardous materials. 13.1.3 However, these buildings qualify as exempt from this requirement per IBC 903.3.1.1.1 Exempt Locations. Comments applicable to the facility under discussion are listed parenthetically following the code citation. IBC 903.3.1.1.1. Exempt Locations ..... Automatic sprinklers shall not be required in the following rooms or areas where such rooms or areas are protected with an approved automatic fire detection system in accordance with Section 907.2 that will respond to visible or invisible particles of combustion. (In these facilities, an API-compliant gas detection system is installed and designed to respond to concentrations of flammable gas before any combustion takes place.) Sprinklers shall not be omitted from any room merely because it is damp, of fire- resistance-rated construction or contains electrical equipment I. Any room where the application of water, or flame and water, constitutes a serious life or fire hazard. (This is true for these facilities. Water sprayed on a pressurized gas fire is unlikely to stop the fire, and could add an explosive hazard due to an unburned gas cloud if it did put out the fire momentarily.) 2. Any room or space where sprinklers are considered undesirable because of the nature of the contents, when approved by the building official. (This is true for these facilities. Because of the nature of the contents - pressurized natural gas -the petroleum industry standard for safety is to mitigate the risk with an API-RP500 compliant gas detection & emergency shutdown system.) 3. Generator or transformer room ... Not Applicable 4. In rooms or areas that are of noncombustible construction with wholly noncombustible contents. Page 10/14 Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033~201m(}OmST~0001 Date: 7 December 2008 REV: 1 Page 11 of 14 II (This exemption is partially true of the operating buildings in discussion. The buildings are of noncombustible construction, although the hydrocarbon contents within the process piping and vessels are combustible. However, upon detection of fire, the process equipment is depressured and all flammable gases are vented to the flare except for trace amounts remaining in the pipes at atmospheric pressure.) 13 .1.4 IBC Discussion 13.2 IMC In summary, it is believed the buildings proposed for the Chevron CPF are exactly the type of facility envisioned by the code writers when developing this exemption. There is no question that these facilities contain hazardous flammable materials, but application of a water-based sprinkler system would be counterproductive, and would create more safety hazards than it would solve. A far more desirable solution is the substitution of a fire and gas-hazard detection and emergency shutdown system specifically developed for this industry by the API. With the concurrence of the Building Official and Fire Marshall of Garfield County regarding this exemption, the proposed facilities will be in total compliance with the intent and with the specific language incorporated into the IBC, IFC and related International codes. Each of the process equipment enclosures includes either fixed or manually operable louvers which make the use of non-water (gaseous, dry chemical, carbon dioxide, foam, etc.) fire suppression systems problematic. Louvers are provided in compliance with the IMC, which mandates adequate ventilation for rooms containing hazardous materials. Additionally, standard practice in the gas processing industry is to provide such ventilation to allow flammable gases to disperse, ideally before hazardous accumulations of the gases accumulate within the building. The reasoning within our industry, as codified in API documents, is that ventilating the gas is much safer than trying to contain it within the building. 13.3 API The Chevron CPF is designed in its entirety to be in total compliance with applicable standards of the American Petroleum Institute. 13.3.1 API RP 500, as detailed above, provides the design standards and details for a gas detection system specifically designed to prevent the accumulation of hazardous levels of flammable and explosive gases as applicable to our industry. 13.3.2 API RP 14G Section 5.7.d "Automatic Fire Control Systems -Enclosed Machinery Areas" indicates "Gas compressors, hydrocarbon pumps, and generators in adequately ventilated enclosed areas are normally not protected by automatic fire control systems." 13.3.3 API RP14G Section 5.6.c "Manual Fire Control Systems-Enclosed Machinery Areas" recommends dry chemical fire extinguishers and these are provided in each enclosure. 13.3.4 API RP2030 specifically discusses the hazards of attempting to suppress a Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No; 2033-201-00-ST-0001 Date: 7 December 2008 flammable liquid or gas fire with water in two sections: REV: 1 Page 12 of 14 II 6.4 EXTINGUISHMENT .... Extinguishment by water spray is generally most effective where the fuel is a combustible solid, water-soluble liquid or high flash point liquid. However, the risks associated with extinguishing certain fires should be carefully evaluated. Jf significant quantities of flammable gases or vapors are released a more hazardous condition with potential for explosive re-ignition can be created by extinguishing such fires instead of allowing them to burn at a controlled rate with appropriate surveillance and protection of surrounding equipment. 7.2.3 Extinguishment. Extinguishment is seldom the primary purpose of water spray system installations in the petroleum industry ... It should be noted that extinguishment of low flash point hydrocarbon liquids with water spray is seldom possible and not necessarily desirable. A key question during hazard analysis is "Jf the material is extinguished while still generating vapor, is there a risk of vapor cloud re-ignition?" (The answer is yes at this facility.) 13.3.5 API Publication 2510A is primarily geared towards the liquefied Petroleum gas industry, but has relevant information for fighting pressurized gas fires. Per Table 5 -Water -Application Methods: .. One disadvantage of water deluge and water sprays is that they ... may not be effective for jet (torch) fires. Also Section 5.5 Detection Systems gives general guidance on hydrocarbon vapor detectors, heat detectors and flame detectors. This facility includes all three systems, and complies with the guidance of this document. 13.3.6 Fire fighting and suppression standards in the oil and gas industry vary from standard industrial, high rise, and low rise practices. The engineering standards employed in the design of hydrocarbon equipment are conservative and attempt to contain hydrocarbon inventories within the equipment. However, in the event of a leak, the design of the external areas surrounding the equipment are designed to quickly isolate the leak, depressure the equipment, prevent the spread of the hydrocarbon leak, minimize the propagation of any fire event, maintain mechanical integrity through inventory liquidation without catastrophic failure, and minimize exposure to personnel and environment. Chevron SOPs require facility personnel to not engage in fire fighting beyond the incipient stage. The facility and the enclosures have been designed within these parameters. Page 12/14 Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 7 December 2008 Appendix A 1.0 GAS DETECTION SYSTEM OPERATING DETAILS REV: 1 Page 13 of 14 1.1 Each equipment enclosure is provided with a combustible gas detection system listed by a Nationally Recognized Testing Laboratory (NRTL) which exceeds the requirements of API Recommended Practice RP 14C. The gas detection sensor is wired to the facility Emergency Shutdown System (ESS). 1.2 When the gas detector in an equipment enclosure detects the presence of gas at 20% Lower Explosive Limit (LEL), it performs the following functions: • Indicates on the Human-Machine Interface (HMI) video screens in the Control Room • Indicates on the HMI on the nine (9) outdoor Local Control Panels • Activates a dedicated alarm on the audible alarm system • The 24VDC control system on the skid remains energized, and the skid remains in operation. 1.3 When the gas detector in an enclosure detects the presence of gas at 40% LEL, it performs the following functions: • Indicates on the HMI video screens in the Control Room • Indicates on the HMI on the nine (9) outdoor Local Control Panels • Activates a dedicated alarm on the audible alarm system • Trips off the AC power feed to that enclosure's explosion-proofpanelboard at its source in the Electrical Building. • Shuts off all hydrocarbon flow to the enclosure from the source outside of the enclosure • Shutdown valves which shut off hydrocarbon flow are fail-safe, pneumatically operated, and will also close upon safety system failure or loss of air pressure to the fusible loop system. • The 24VDC control system on the skid remains energized, but the skid remains shut off from hydrocarbon flow until the shutdown is manually reset by the Control Room operator. 1.4 The gas detection system shall be tested and recalibrated every 3 months in accordance with 30 CFR Chapter II Part 250.804 "Production safety-system testing and records." The gas detection system that is proposed will be certified by an NRTL to fully comply with this standard and with the system design details contained within API RP 500. Page 13/14 Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00~ST-0001 Date: 7 December 2008 Appendix B REV: 1 Page 14 of 14 1.0 EQUIPMENT ENCLOSURE FIRE DETECTION SYSTEM OPERATING DETAILS 1.1 Each equipment enclosure is provided with a pneumatic fusible plug loop fire detection system which exceeds the requirements of API Recommended Practice RP14C. A pressure transmitter, wired to the facility Emergency Shutdown System (ESS), monitors the fusible loop's pneumatic pressure. 1.2 When a fusible plug inside of the equipment enclosure melts in the presence of a fire, the pressure transmitter detects the loss of air pressure in the fusible loop system and signals the ESS which performs the following functions: • Indicates on the HMI video screens in the Control Room • Indicates on the HMI on the nine (9) outdoor Local Control Panels • Activates a dedicated alarm on the audible alarm system • Trips off the AC power feed to that enclosure's explosion-proofpanelboard at its source in the Electrical Building. • Shuts off all hydrocarbon flow to the entire facility • Shutdown valves which shut off hydrocarbon flow are fail-safe, pneumatically operated, and will also close upon safety system failure or loss of air pressure to the fusible loop system. • The 24VDC control system on the skid remains energized, but the skid remains shut off from hydrocarbon flow until the shutdown is manually reset by the Control Room operator. • Depressures the bulk of the natural gas process lines and vessels within the facility to the flare. (Some sections of piping and vessels outside of the building enclosures, such as the glycol reboiler, may have minor amounts of residual gas under pressure.) 1.3 Each of the enclosures rated for H-2 occupancy will also be equipped with triple infrared flame detectors ("fire eyes") per section 8.3 and pneumatic fusible loop system per section 8.2. 1.4 Because the enclosures are exposed to ambient weather and Class I, Division 1 conditions, and because there are no commercially available weatherproof smoke detectors rated for Class I, Division l service, smoke detection systems will not be installed in this facility. Instead, our design philosophy is to use gas detection to detect the presence of a potentially dangerous atmospheric hazard and, in parallel, to use two different technologies (triple infrared flame detection and pneumatic fusible heat detection.) We propose the API-RP500 methodology of detecting the gases and shutting down the plant upon detection of dangerous levels of flammable gas. Page 14/14 Parcel Detail Garfield County Assessor IT rea surer Parcel Detail Information Page I of 5 A1l.sessor/Tr~asurer Prwerty Sear"h I Assess_or Subset Jly_m I Ass[§sor Sales Search Clerk H Rec:order_Rec:eption_SJJarc:h Basic: Building CharCl"teristic:s I Tax lnform9tion Earc:el Detail I Valu~_Detail I Sa!~s Detail I Residentj]:JI/Commer~L;;~Llmproverrmnt Detail lllll~_Detail I flhg1illJr:ggh1l. I Milllevy_Revenues Deti:ii! IT ax Area II Account Number II Parcel Number 112007 Mill levy I I 029 II R290444 II 213918300014 II 28.87 I --·· --------------------------··-··------------ llwner Name and Mailing Address JCHEVRON USA INC Jc;o CHEVRON TEXACO PROPERTY TAX IP 0 BOX 285 !HOUSTON. TX 77001 Assessor's Parcel Description (Not to be used as a legal description) ISECT.TWN.RNG:IB-5-98 DESC: SEC.7: jTHAT PT OF lOTS 12.14 AND NESENE Jl YING DESC: BELOW THE ESCARPMENT !(NET 14.20AC) AlSO THAT PT OF OESC: jTRS. 50.51 AND 58 lYING BELOW THE !ESCARPMENT (NET OESC: 175.17). JSEC.8: THAT PT OF lOTS 2.4.7.8. http:/ I www.garcoactcom/ assessor I parcel.asp?Parce1Number=213816300 014 I I I I I I I I I I I 12/31/2008 Parcel Detail Page 2 of 5 jSWNE. NW. DESC: NI/2SW. WI/2SE. I IL YING BELOW THE ESCARPMENT (NET I IDESC: 222.84AC). SEC.I7: THAT PT OT I ILDTS 1(23.18). 3( DESC: 8.57). I 14(8.80). 5(11.84). 8(15.00). I j7(13.84). DESC: (80.81 TOTAL/73.0 I I NET) lYING BELOW THE ESCARPMENT I IDESC: All OF TRACKS 80(180 AC). I jiiO(IIO AC), 111(180 AC) OESC: AND I ITHOSE PARTS OF THE FOLLOWING TRS I IL YING BELOW DESC: THE ESCARPMENT. I ITRS. 57(117). 80(35). 82(48). 84( I IDESC: 118). 83(80), 81(120). I 182(24). 87(48). 78(73), 88( DESC: I 145), 80(58), 77(103), 81(53), I 178(118). 75(118). DESC: 82(52). I j83(78). 84(121). 113(121). I 1112(137). DESC: 8-88 TR. 41(180). I lAND THAT PART OF TR. 108(108). I jDESC: lYING BELOW THE ESCARPMENT I IAKA: LUCKY STRIKE #8 DESC: GLEN I IBEULAH. GEN. JOFFRE #3 H 4 AND I jTHOSE PARTS OF DESC: THE FOLLOWING I ILYING BELOW THE ESCARPMENT: GEN. I IDESC: JOFFRE 2.5-14. LUCKY STRIKE I 14-8. 10-14. AND GEN. DESC: PERSHING I 11 H 2. SUC:R280037 BK:0472 PG:0381 I IBK:0445 PG:0380 BK:I855 PG:I78 I IRECPT:888845 BK:0858 PG:0842 I http:/ I www.garcoact.coml assessor I parcel. asp? Parce1Number=21381 S3DDDI4 12131/2008 Parcel Detail Location I Physical Address: IITWN 5 RGE 98 SEC IS I I Subdivision: I land Acres: 112840.21 I land Sq Ft: liD I Section II Township II Range I IS II 5 II 98 I 2DDB Property Tax Valuation Information II Actual Value II Assessed Value I I land:\ S0.300II I Improvements: oil I Total: I S0.300II Additional VJ31ue Detail. Most Recent Sale l li======Sal=e D=at=Je: I I Sale Price: I Basic Building Characteristics Number of Residential /o Buildings: Number of Comm/lnd jo Buildings: No Building Records Found http:/ I www.garcoact.com/ assessor I parcel.asp?Parcel Number=21391S3D DDI4 17.4901 ol 17.4901 I I Page 3 of 5 12/3112DDB Parcel Detail Page 4 of 5 Tax Information I Tax Year II Transaction Type II Amount I I 2007 II Tax Payment: Second Half II ($252.46)1 I 2007 II Tax Payment: First Half II ($252.46)1 I 2007 II Tax Amount II $504.921 I 2006 II Tax Payment: Second Half II ($236.20)1 I 2006 II Tax Payment: First Half II ($236.20)1 I 2006 II Tax Amount II $472.401 I 2005 II Tax Payment: Second Half II ($300.99)1 I 2005 II Tax Payment: First Half II ($300.99)1 I 2005 II Tax Amount II $601.981 I 2004 II Tax Payment: Second Half II ($343.98)1 I 2004 II Tax Payment: First Half II ($343.98)1 I 2004 II Tax Amount II $687.961 I 2003 II Tax Payment: Second Half II ($420.50)1 I 2003 II Tax Payment: First Half II ($420.50)1 I 2003 II Tax Amount II $841.001 I 2002 II Tax Payment: Second Half II ($422.10)1 I 2002 II . Tax Payment: First Half II ($422.10)1 I 2002 II Tax Amount II $844.201 I 2001 II Tax Payment: Whole II ($837.02)1 I 2001 II Tax Amount II $837.02/ I 2000 II Tax Payment: Whole II ($871.96)1 I 2000 II Tax Amount II $871.961 I 1999 II Tax Payment: Whole II ($1.080.26)1 I 1999 II Tax Amount II $1.080.261 http:/ I www.garcoact.com/ assessor I parcel.asp?Parcel Number=21391 6300 014 12/31/2008