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Application-Permit
I Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office:970·945·8212 Fax: 970·384·3470 Inspection Line: 970·384·5003 Building Permit No. Parcel No: 2139-163-00-014 Locality: Use of Building: Owner: Chevron USA Inc. Contractor: Elkhorn Cons!. Fees: Plan Check: $ 81.41 Septic: $~-----··· ~-··--------~"-~--·--·---~--~- Bldg Permit: 125.25 Other Fees: ---·-·--·-·-·---~-----~---- Total Fees: $ 206.66 ···------- Clerk: ~~1a( ___ Date: -~11-:0Q~ I I GARFffiLD COUNTY BUILDING PERMIT APPLICATION 108 8~ Stree~ Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-82121 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 2 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.O. Box 296, De Beaue CO 81630-CPF located 2.5 miles north-northeast of end of CR211 -.about 19.5 north-northeast of De Beaue .. · 3 . ' Lot No: Block No: Subd./ Exemption: NA 4 Owner: (property owner) Mailing Address: 11111 S. Wilcrest Drive Ph: AltPh· Chevron U.S.A. Inc. Houston, TX 77099 (281) 561-4991 (970) 257-6042 5 Contractor: Mailing AddresS:2181451/2 Road Ph: AltPh: Elkhorn Construction, Inc! De Beaue, CO 81630 (970) 283-1009 (970)625-4180 6 Architect I Engineer: Rodney Burrows Mailing Address: 12567 W. Cedar Drive, Ph: AltPh: ZAP Enor & Canst Services Inc. Suite 21 o, L'Jllllwood, CO 80228 (720) 529-4430 (971) 533-6665 7 S~ Ft. of Buildin,jji S'\. Ft. 2:(_Acres)>fLot:0~~~'10 Height: No. of Floors: 5 Oft2(14ftx ft) 40,6 . . (CPF prtmary pad) 14.5 ft Single story 8 Use of Building: Glycol ReboileriSurge Skid Building (Bldg 0210)' houses glycol heating and ftow control systems, including heat exchangers, surge tanks, pumps, and instrumentation required for natural gas dehydration (one of two identical buildings) 9 Describe Work: Foundation installation, placement of modular unit, and utility hookups 10 Class of Work: ~New o Alteration o Addition 11 Garage: Septic: To be permitted with CPF NA o Attached 0 Detached 1111 ISDS restroom bldg a CommWlitv 12 Dri~~ay Pe~:!)_A, -+IJ<).._, ~ Owners valuation of Work: $ 1,582,100 ,l_ .'::_ NOTICE ~. 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 Aecess. 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 pennits may be required: (I) State Electrical Pennit, (2) County ISDS Pennit, (3) another pennit required for use on the property identified above, e.g. State or County Highway/ Road Aceess or a State Wastewater Discharge Permit. V9!d Permit A Building Penni! becomes null and void if the work authori7.ed is not ccmmenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after commencement. CERTIFICA TJON I hereby certifY that I have read this Application and that the information contained above is true and correct. I understl!lld 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 will be issued granting permission to me, as Owner, to construct the structute(s) and facilities detailed on the submittals reviewed by the Building Department. In consideration of the issuance of the Btrilding 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 use regulations (County Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, construction or use of the structure(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law. I hereby 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 Pemlit does not prevent the Building Official from: (I) requ.iring the correction ofen-ors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure{s) or facility(ies) if such is in violation 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, I 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: ~~L ~' OwNE SIGNATURE it&~ /;J-2.':/.,h DOf}_ . .. Elkhorn Construction, Inc. w1111nstall foundation and place unit URS Washington Division assembled permit application (Contact Sally _Quffi.L1yURS Washin.,gton Division, 7600 E. Union Ave., Suite 100, Denver, CO 80237 Office: 303-843-2219, Cell: 303-526-6514) STAF'F uSE ONLY Special Conditio~ ~X I<!{ .ttJ Adjusted Valuation: Plan Check Fee: Permit Fee: Manu home Fee: Mise Fees: 50410-W ~/.4-1 t%"/2.5 ISDSFee: Total Fees: Fees Paid: Balance Due: I i\X<?~ate: ~ & Issued Date: '}/Xp.(p(p '20LP. lo\f 6<. Setbacks: OCCGroup: ConstType: Zoning: /}._ v'B B~DE:~ , Vt()/o::I p~~~ ~/tol~j ~~~~ APPR VAL DATE APPROVAL VATE GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24'"' and drawn to scale. Yes. __ _ No Not necessary for this project x rsos 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_ 10. Do the plans include design loads as required under the IBC or IRC for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes_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 -- --Uil<ng Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this ~~®ct x u1! mg 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 Signature~{!_. '/zk~ Date 2/z¥/zoocz Phone:2$')-529-71$5(days); '21fl-29~-f2'iT (evenings) Project Name: Piceance Basin Natural Gas Development Program Project Address: 2700 Clear Creek Road, P.O. Box 296, De Beque, CO 81630 CPF located 2.5 miles north-northeast of end of CR 211 -about 19.5 north-northeast of De Beque 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 frrst 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 ofCR 211 (near the confluence ofT om Creek and Clear Creek). Let me know if you have questions. Thanks! Sally Cuffin (303) 843-2219 (303) 526-6514 (cell) August 29, 2007 Mr. Fred Jarman, Director Garfield Co1111ty Building & Planning Department 108 gth Street, Suite 401 Glet'r\vood Springs, CO 81601 Re: Authorization to. Represent Chevron - James s, Talbot Sen lor Counsel Sally Cuffin, Washington Group International Inc. Dear Mr. Bean: L_a\V Department North America ExploratiOn and Production Company 1111.15. Wilcrest #N2006 Houston, Texas 77099-4397 Tel 281-561-3536 Fax 281-561-3515 jta!bOt@chevron.com Chevron U.S.A. Inc, (Chevron)hasretained the seJ:Vices.ofSally Cuffm of the Washington Group International Inc,. Ms. Cuffin will represent Chevron in fadlity permitting for our Piceance Project in Garfield COl!nty, a role in which she will prepare and submit SpeCial Use Permit Applications, ISDS, building, grading, pipeline, road crossing and other routine construction related applications and information on behalf of Chevron. Ms. Cuffm is also authorized 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 Johoson Timothy Ban·ett Sally Cuffin 11250 No. ____________ __ Assessor's Parcel No. 2139-163-00-014 Date ___ 3_1_11_1_20_0_9_· _ Job Address ___ C_R __ 21_1~,_D_e_B_e~q_ue _______________________________________________ __ Owner ________ C_h_e_vr_o_n_U_S_A _________ Address __ i_11_1_1 _s_.W_il_cr_es_t_d....:.r,_T_X ___ Phone # 257-6042 Contractor Elkhorn Const Inc. Address 2181 451/2 rd, D'Beque Phone # 625-4180 Setbacks: Front _____ Rear _____ RH _____ LH _____ Zoning _______ _ Sl<id building (021 0) Soils Test---;----------- Footing ~4-eA ./ Foundation ___ ... (} _________ _ Grout _____________ _ Underground Plumbing------- Rough Plumbing --------- Framing ____________ _ Insulation------------ Roofing------------- Drywall ------------- Gas Piping---------------- INSPECTIONS NOTES Weatherproofing ___________ _ Mechanical _____________ _ Electrical Rough (State) ......,,.....,.-,r--:::c-,.---;-71------ Eiectrical Final (State) ,.. -0 Final 2 -11· I 0 /Checklist Completed Certificate Occupancy # _.,..t,...,.e~Lf::-"£{.._:{-'-------- Date I >sbtet) 2.1 1Ju Septic System.#------------ Date ------------Final _______________ _ Other _______________ _ (continue on back) B IN GARFIEW COUNTY, COLORADO INSPECTION WiLL NOT BE MADE UNLESS T!-US CARD IS POSTIED ON THE JOB Date Issued ----«;-:),..~~_ .. -14)\---"-Q"--;9~-Permit No. -11~·. ~::;t!:::t==l:o-~JJ Jz:=E))'::':<:::_·_ 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 department and IMMEDIATELY BECOME NULL AND VOID. Use b~\0 ~\L"Q\r;~..2,1D-J----------- Address or legal Description Ct2. zu J2£;~&~·QUE~...,~-____ _ Owner ~_..rz_.._..,QJ""'>'.__ _________ Contractor e ll Ub12.Nc__ ____ _ Building Permit Type ~"'Je!J .• _JUI. _________________________ _ This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Footing Driveway Found~ Grouting Insulation '"lvi&JA Underground Plumbing Drywall Rough Plumbing Electric Final {by State !nspector) :2--8-I'D ~ {Prior to Final) Rough Mechanical Septic Final Gas Piping FIN_AL 1--11-la m Electric Rough (by State inspector} (You Must Cal! Fo1· Final Inspection) (Prior to Framing) Notes Framing (to include Roof in place & Windows & Doors installed & Firestopping in place) THIS PERMIT IS NOT TRANSFERABLE For Inspection Call970-384-5003 Office 970-945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 ~=:eR_o_v_ED ___ !3 __ .. __c.l_;:\~ ::~jfROYS£Kv I cr PROTECT PERM! OM WEATHER1AMAGE (DO NOT LAMINATE) CHEVRON PRODUCTION FACILITY PICEANCE BASIN DEVELOPMENT GARFIELD COUNTY, COLORADO GLYCOL REBOILER-FACILITY BBC-0212 2 (MANUFACTURED BY J. W WILLIAMS, INC.) 3 4 RIO BLANCO J ~U~T~ ---_ _ . I --'® ~ Project Site ~ ·. ·· •.••. ( New :; Town ship SS Range 9BW Section 36 \ Castle ;::!:1 . '\ ~ .---c.../~""'-f),---./ ::>I ~ \\ ~ L-- "' ' -~ -----·-y -----DeBeque ~ Exit 62 GARFIELD COUNTY I~ 1,_., Parachute 1 t5 MES_A_-------------_j ~ COUNTY PITKIN COUNTY Silt (9::1NITY MAP 5 6 fl I I "' w I I .. .. nN. GRADE I ~ L ---·-----········-· .. --- 1----·g''-----1 s~ILDING ELEVATION J~~;;~g~ -----------------------tf!Ae•·•·waoo Inspection Report COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT I CORRECTION NOTICE Date Received: 08-FEB-1 0 Permtt Number: 679981 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: 970-625-5085 Date: 06-FEB-10 COLORADO STATE ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENCIES 1560 Logan St. Suite 550 Denver, Colorado 60203-1941 Phone: (303) 894-2965 https://www.dora.state.co.us/pls/real!Ep_ Web_Inspection_GUI.Process,..Page Page 1 of 1 2/912010 I Hi Group W IEngineel'ing, Inc. Structural Calculations GWE Project #0823.1 For: J.W. Williams, Inc. Piceance Development Project Chevron 500 MBTU Glycol Regeneration Skid STRUCTURAL CALCULATIONS A. Drawings 1. Design Criteria 2. Operating Loads 3. Lifting Loads 4. Operating Loads With The Piping Loads Changed to a Line Load ® ~p: ~ ~~ ~I H I $ .. ;·.,.;-... ,,-, ...). ~l i i -t';-"J'---r=+=_j I ~ 4 i i i ' ! :1 , .. I , .. i i j uo ~p I ws {~-q' ~~ r=••m i 'f_.:...:::::=~f····~ __ _::_::·:-. .. . .. :::.=1~ I r-------------~ I I I I I II' : : 'II . ~ r 1 : : 1 g J I I 1 II J I II I i-----1-1~ -----·· -----~+ 1 ' 1 II : : II 'I ': i I' 1 1 I, : : ,I 'I : : I' I 1 I I 1----++ -----------1: -·~ II : : II I I I I I I I' : : 'I ,/ : : I, II I I II i-----1~H------+t II I I II I I 'I : : I' II : : II :~1 -;J,!l : : L------------__ .J_-J+-1 1---+-1 -------1 J,_ __ ~'J:===-=-=-==-=-:::=-===1'-~~~ I -4 I ~" .o-.u 0 I ~ rn i a:: 0 IL 0 <• UJ :0 t (/) ·' f!l ; l Ver 8.01.2.:1 871 S. Dudley St Lakewood, CO 80226 303-969-9774 groupweng @aoJ.com STRUCTURAL CALCULATIONS FOR REGENERATION SKID CHEVRON Garfield County, Colorado www.suuware.com 871 S. Dudley Sr Lakewood. CO 80226 303-969-9774 groU,p\Veng @aol.com Code Se.arcll I. Code: International Building Code 2003 II. Occupancy: Occupancy Group= Ill. Type of Construction: H High-Hazard Fire Rating: Roof= 0.0 hr Floor = 0.0 hr IV. Live Loads: Roof angle (9) 2.00 I 12 9.5 deg Roof 0 to 200 sf: 20 psf 200 to 600 sf: over 600 sf: 24-0.02Area, but not less than 12 psf 12 psf Floor Stairs & Exitways Balcony I Deck Mechanical Partitions 250 psf 100 psf N!A N/A N/A V. Wind Loads : ASCE 7 -02 Importance Factor Basic Wind speed Directionality (Kd) Mean Roof Ht (h) Parapet ht above grd Exposure Category Enclosure Classif. Internal pressure Building length (L) Least width (B) Kh case 1 Kh case 2 1.15 90 mph 0.85 13.5 ft 13.5 ft c Enclosed Building +/-0.18 40.0 ft 14.0ft 0.849 0.849 Topographic Factor (!(zt) Topography 2D Escarpment Hill Height (H) 15.1 ft Half Hill Length (Lh) 25.0 ft Actual H/Lh 0.60 UseH/Lh Modified Lh = From top of crest: x= Bldg up/down wind? H!Lh= 0.50 x!Lh = 0.89 z!Lh = 0.50 At Mean Roof Ht: 0.50 30.2 ft 27.0 ft downwind Kzt = (I+K 1K2K3)"2 = · 0.425 0.776 0.289 1.200 SHEET NO, 2 ----- DATE ...... .J.LJ9109 DATE www.struware.com r V(z) H 2D RIDGE or 3D AXISYMMETRICAL HILL --~---·-----~-~---·"·--·~-~-.. JOB NO. SHEET NO. 3 871 S. Dudley St Lakewood, CO 80226 303-969-9774 groupweng@aol.coni CALCULATED BY CHECKED BY-=-''-------------····-"·•. .DATE ___ I_/1_91()9_ Kz=Kh= Base pressure (qh) = GCpi = 0.85 (case I) 20.6 psf +/-0.!8 Edge Strip (a) End Zone (2a) Zone 2 length DATE Torsional loads are 25% of zones 1 -4. See code for loading diagram 3.0 ft 6.0 ft 7.0 ft Transverse Direction Longitudinal Direction Perpendicular e = 9.5 deg Parallel e-0.0 deg Surface GCpf w/-GCpi w/+GCpi GCpf w/-DCpl w/+GCpi 1 0.44 0.62 0.26 0.40 0.58 0.22 2 -0.69 -0.51 -0.87 -0.69 -0.51 -0.87 3 -0.40 -0.22 -0.58 -0.37 -0.19 -0.55 4 -0.33 -0.15 -0.51 -0.29 -0.11 -0.47 5 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 6 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 1E 0.67 0.85 0.49 0.61 0.79 0.43 2E -1.07 -0.89 -1.25 -1.07 -0.89 -1.25 3E -0.58 -0.40 -0.76 -0.53 -0.35 -0.71 4E -0.49 -0.31 -0.67 -0.43 -0.25"" -0.61 /V :>6 ;r;op:,r:-. ~ U'5B & os f-* Wind Surface pressu¢'s (psi) _./"' I ~ ~ 12.0 2 -10.5/ .0 -10.5 3 -4.6 -12.0 -3.9 4 © -10.6 -2.3 5 -5.6 -13.0 -5.6 6 -5.6 -13.0 -5.6 lE 17.5 10.0 16.3 2E -18.4 -25.8 -18.4 3E -8.2 -15.6 -7.2 4E -6.5 -13.9 -5.2 Windward roof overhangs: 14.0 psf (upward) add to windward roof pressure Parapet Wind ward parapet: 38.0 psf (GCpn =+1.8) -23.2 psf (GCpn = -l.l) Leeward parapet: Horizontal MWFRS SimpJe Diaphragm Pressures {psQ Transverse direction (normal to L) Interior Zone: Wall 15.9 psf Roof -5.9 psf End Zone: Wall 23.9 psf Roof -10.2 psf Longitudinal direction (parallel to L) Interior Zone: Wall !4.2 psf End Zone: Wall 21.5 psf 4.5 1----u5e z.,..,ps.Jt tr-f· ~ I'W<>F 4 -9.7 -13.0 -13.0 8.9 + (3Ali"'l<-i5 w;l-t-i.--25.8 -14.7 k/Ut.k 61\f:~· -12.6 IvA 'I W!NOWAHD • OVERHANG ffi WJt-IDWAROROOF I I I l l I l l LEEWARDFD:JF . _ . _ _ _ _ _ I f 1 t f t I t ~ :JVERT~L ~ --------Fi ----........... . ..__ ~ ~ 17::::::7?7777/m??M/h)--_ TRANSVERSE ELEVATION ffl:::DNDWARDROOF l l 1 l I I l.EEWARDROOF ----" " f ' t f f f t '?ERTlCAL LONGITUDll"lAL ELEVATION v• vup n l.:.-JJ!;;liH:!t::nllg VII. Snow Loads : 871 S. Dudley St Lnkcwood. CO 80226 303-969-9774 group~veng @aol.com Roof slope Horiz. eave to ridge dist (W) = Roof length para He! to ridge (L) = 9.5 deg 7.0 fl 40.0 fl Hip and gable w/ Lrussed systems Type of Roof Ground Snow Load Importance Category Importance Factor TilefTllal Factor Exposure Factor Pg = 65.0 psf Ill I = l.l Ct = l.IO Ce = 0.9 Pf = O.T'Ce*O*l*Pg Pfmin Flat Roof Snow Load Pf = Rain on Snow Surcharge Angle Rain on Snow Surcharge Unobstructed Slippery Surface (per Section 7.4) Sloped-roof Factor Cs 49.5 psf 22.0 psf 49.5 psf 2.38 deg 0.0 psf no 1.00 JOB NO. CALCULATEDBY~~~----C-... CHECKED' BY SHEET NO .•• '-:---:-.-:-~ DATE·~-,::.=e·'·· DATE Exposure Factor, Ce Exposure of roof Terrain Fully Partially Sheltered A nla 1.1 l.3 B 0.9 l.O 1.2 c 0.9 l.O l.l D 0.8 0.9 l.O Above treeline 0.7 0.8 n/a Alaska* no trees 0.7 0.8. n/a Design Roof Snow Load (Ps) 49.5 psf ("balanced" snow load) NOTE: Alternate spans of continuous beams and other areas shall be loaded with half the design roof snow load so as to produce the greatest possible effect -see code. Building Official Minimum 49.5 psf Unbalanced Snow LoadS-for Hip & Gable roofs only 70/W + 0.5- Windward snow load= Leeward snow load = 10.5 deg Unbalanced snow loads are not req~red 495 psf Leeward Snow Drifts-from adjacent higher roof Upper roof length lu = Projection height h = Building separation s = Adjacent structure factor Snow density Balanced snow height 1 = hb = he= 49.5 psf 0.0 ft O.Oft O.Oft !.00 22.5 pel 2.21 ft -2.21 ft hc/hb <0.2= -1.0 Drift height Therefore, no drift Drift width Surcharge load: hd = W= pd=g'hd= 0.00 ft -17.66 ft 0.0 psf Windward Snow Drifts* Against walls. parapets etc more than 15' long Building roof length Ju = 0.0 ft Projection height h = 0.0 ft Snow density 1 = 22.5 pcf Balanced snow height hb = 2.21 ft he/hb <0.2 = -1.0 Drift height Drift widtll Surcharge load: he = -2.21 ft Therefore, no drift hd = w = pd =g*hd = O.OOft -17.66 ft 0.0 psf h he v•vup vv .cugult:tTJng 871 S. Dudley St Lakewood, CO 80226 303-969-9774 groupweng@aol.com · Vl. Seismic Loads: JBC 2003 Seismic Use Group : Importance Factor (I) : Site Class: Ss (0.2 sec)= SJ (1.0 sec)= lJ 1.25 D 38.00 %g 9.00 %g CHECKED BY Fa= Fv = !.496 2.400 Sms= Sml = 0.568 0.216 Sds = 0.379 Design Category= Design Category= Sdl = 0.144 Seismic Design Category= C Number of Stories: Structure Type: Moment-resisting frame systems of steel Plan Structural Irregularities: No plan Irregularity Vertical Structural Irregularities: No vertical Irregularity Flexible Diaphragms: Yes Bllilding System: Building Frame Systems Seismic resisting system: Ordinary steel concentrically braced frames System Building Height Limit: Height not limited Actual Building Height (hn) = 13.5 ft DESIGN COEFFICIENTS AND FACTORS JBC2003 Response Modification Factor (R) = System Over-Strength Factor (.Qo) = Deflection Amplification Factor (Cd) = Sds = Sd1 = 5 Simplified Analysis 5 2 4.5 0.379 0.144 2 4.5 Code Reference Section for Detailing : AJSC Seismic Section 14 Seismic Load Effect (E)= p QE +1-0.2S 0s D Special Seismic Load Effect (Em)= .Qo QE +/-0.2Sos D = P QE +/-0.076D = 2.0 QE +I· 0.076D PERMITTED ANALYTICAL PROCEDURES Index Force Analysis (Seismic Category A only) Simplified Analysis Method Not Pennilted Equivalent Lateral~ Force Analysis Building period coef. (C7 ) = Approx fundamental period (Ta) = User calculated fundamental period (T) = Seismic response coef. (Cs) = need not exceed Cs = bur not less than Cs = USECs= ~ Permitted 0.028 CThnx= Sdsl!R = SdllfRT:::c 0.044Sdsl = Method Not Pennitted 0.225 sec 0 sec 0.095 0.160 0.021 0.095 X= 0.80 p = redundancy coefficient QE =·horizontal seismk force D =dead load Cu = 1.61 Tmax = CuTa = 0.362 UseT= 0.225 Design Base Shear V = 0.095W Model, Linear & Nonlinear Response Analysis -Permitted (see code for procedure) ALLOWABLE STORY DRIFT Structure Type: All other structures Allowable story drift= 0.015hsx where hsx is the story height below !evel X c c R ·-.~ ... 9 0 2. ·II (V>Tr} ( 1-o f'c-f) /44- ZOoo 1.-1) I Z.: oo >.J}':-, ._,, ____ , ...... . \) == 0 · I 0 l"'-.l 0{ Co, __ , scrL ffi'r 1 \J c cy ·" use 2-<;?CXJ '--'12> (FT A-l" /1 U~ (Y\(~Y''i:::,cil) 1 i' ,A ·r SuPPolifP1PrNb- (I?:> It<) 1:_. CO""'~fivMV<iG'1 "·\)D6D lv( --') lz_-IK.-\--1 oK:::.. 1'3·\K_. IV\ .: I -;;, I K P1 Pr"-lG\ -::::;;; '2-o oo L-G. 5ooo u3 > Loads: BLC l, DL{blclg) So!ulion: Envelope Group W. Engineering I UH23.1 Regeneration Building Jan 31, 2009 at 11:48 AM Operating Loads~ Regen Building ... Loads; BLC 2, SL (blclg) Solullon: Envelope Group W. Engineering 1 os23.1 Regeneration Building Jan 3i, 2009 at 11:48 AM Operating Loads-Regen Building .... 3•5(.) (P;,f p 1 f> ,11\i'\,A C .. t) 1t'~) '-----~ ;:;:,c:c·o· o.:~ ).-::::· -._. I) ! sv '• P'l p; rJ6. LOAD ( Loads: BLC 3, DL (piping+liquid) Group W. Engineering Regeneration Building Jan 31,2009 at 12:20 PM 1 os23.1 Operating Loads~ Regen Building ... Loads: SLC 4, LL(Oecklive) Group W. Engineering Regeneration Building Jan 31, 2009 at 12:20 PM 0823.1 Operating Loads -Regen Building Loads: BLC 5, SellWeighl Solution: Envelope Group W. Engineering 0823.1 Regeneration Building Jan 31, 2009 at 11:49 AM Operating Loads-Regen Building .. ., Loads: BLC 6, Wind(Transv.) Solution; Envelope Group W. Engineering 1 os23.1 Regeneration Building Jan 31, 2009 at 11:49 AM Operating Loads-. Regen Building .... ,v ~-1 z. _;.. __ ,~x OH:iksl Loads: BLC 6, Wind(Transv.) Solution: Envelope Group W. Engineering ' J 0823.1 Regeneration Building Jan 31, 2009 at 11:49 AM Operating Loads Regen Building ... Loads: BLC 7, Wind(Longit.) Solution: Envelope Group W. Engineering 0823.1 Regeneration Building Jan 31, 2009 at 11:49 AM Operating Loads • Regen Building .. Is oti .. oX Loads: BLC 7, Willd{Longlt.) Solution: Envelope Group W. Engineering I os23.1 021tsl m "~-. ... -. ~ ... L ' " " Regeneration Building n r· ~-" .... J. ! '' -,., ... I ! i "" " Jan 31, 2009 at 11:49 AM Operating Loads-Regen Building .... Loads: BLC 8, Seism!c(Transv.) Solulion: Envelope Group W. Engineering 0823.1 Regeneration Building Jan 31, 2009 at 11:49 AM Operating Loads • Regen Building .... Loads: BLC 9, Seismic{longlt.) Solvtlon: Envelope Group W. Engineering 0823.1 Regeneration Building Jan 31, 2009 at11 :49 AM Operating Loads M Regen Building .... So!ulion; Envelope Group W. Engineering 1 0823.1 Regeneration Building Jan 31, 2009 at 11:51 AM Operatin9 Loads • Regen Building .... Solution: Envelope Group W. Engineering Regeneration Building Jan 31,2009 at 11:51 AM 0823.1 Operating Loads -,Regen Building ... Solulion: Envelope Group W. Engineering Regeneration Building Jan 31, 2009 at 11:52 AM 0823.1 Operating Loads~ Regen Building .. Company Designer Job Number Group W. Engineering EC 0823.1 Basic Load Cases .. BLC DescriQliQ.!:L_ 1 DUb I dO\ I 2 SL lb!dii\ 3 oLiniOinn+iiOuid\ 4 wbeckuve\ 5 SelfWeloht 6 WindiTriinsv.\ 7 Windllonnit.\ 8 seismic4Trartsv C\ 9 Seismicllonnit.\ 10 .l?l-,(>".1 .T,taQ$.i.etifAi§?:?Jg§.d$ . 11 BLC 2 Transient Area Loads 12 eLc 6 TnirisiebfA(eiiloads 13 BLC 7 Transient Area Loads Load Combinations Regeneration Building Category X Grav" .. Y Grav .. .7 Grav ... DL I SL DL LL DL ·1 I WL WL pf . 1 EL . 1 . None . None None None Envelope AISC ASD Steel Code Checks Joint Point .. 8 8 Jan 31, 2009 12:21 PM Checked By: Distrib .. Area .,_._S,.urf_~ 48 I 22 10 14 24 6 • · .. · .. 512 200 SOb 336 -- Mem ~hMe · Corle Check e!Hl I f' '>hoo' r.. I n . Fa I Fl fk. Fh v . Fh 7 • r. ... C .. ASD .. 1 I M?~ "~<?lUll Rn'i 14 0?1 0 4.41 1?1.1'>1?1.6121 . . IH1-? RISA-3D Version 8.0.0 [C:\ ... \ ... \Regeneration Building-New\Operating Loads-Regen Building.r3d] Company Designer Job Number Group W. Engineering EC 0823.1 Regeneration Building Jan 31, 2009 12:21 PM _Checked f?y: RISA-30 Version 8.0.0 [C:\ ... 1 ... \Regeneration Building-New\Operating Loads -Regen Building.r3d] Page 2 Company Designer Job Number: Group W. Engineering EC 0823.1 Regeneration Building Jan 31, 2009 12:21 PM Ch~cked By RISA-30 Version s.o.o [C:\ ... 1 ... \Regeneration Building-New\Operating Loads -Regen Building.r3d] Page 3 Company Designer Job Number Group W. Engineering EC 0823.1 Envelope Joint Reactions .Joint X fkl !C 1 N1 lm~Y 004 R -; -;T: filj'ffi' .. ~:4'1'4 -~ J? ~ lm~Y ,00? ? .. : filj'ffi' 7m5 ·i; ~ n lm~Y 0 1 ~ .fil--~ N4 lm~Y ( 0 ~ N9 lm~Y I h ~ ~· 11 N10 I mAY -8 1? I .t,;~ : i 17'l :'i Regeneration Building Yrkl IC 7fkl IC ·~ R .~S4 ? r-::r .. :Jr42 nr: ? ~ .C\ ,. 4fi1 ? . i/"• ? . ..'117,,1 r.ll 4 4 ~ I 1 : . 'q FJ;j 69 fiR I 1 /. ih 27 2. -?iff\. -.. 2.157 9 .299 -llil::l -~ o·: i 10 MX fk-ftl LC 0 1 .· . () f 0 1 .Q. J 1 ... ) . i • .. ·. 0 1 0 1 Jan 31, 2009 12:21 PM ...... c~"'9~\'9 J?Y. MY rk.ftl Jr. M7 fk.Hl 0 1 6> r •• · ..... 0 1 .. ().. 11 .. .·· .. · 0 1 ·. n :-'l ·. : ( 1 . ( .1 .. ( 1 0 1 0 1 n () 1 . () LC 1 • j 1 .1 1 .1 1 1 RISA-30 Versron 8.0.0 [C:\ ... \ ... \Regeneratron Burldrng-New\Operatrng Loads-Regen BU!Idrng.r3d] Page 4 Company Designer Job Number Group W. Engineering EC 0823.1 Regeneration Building Jan 31, 2009 12:21 PM .. ··-ch?9t\l9 . .Bv;~--·· •. Envelope Joint Reactions (Continued/ Joint X lkl LC Y lkl LC ZJkl I~ MX li<·ftl LC MY lk-ftl LC MZ lk-ftl LC 13 N15 !max .002 2 1.981 8 1.237 2 0 1 I 0 I 1 .0 1 14 !min -.082 5 -,161 2 ·.329 8 Q 1 0 1 0 1 15 N 16 max 0 10 2.276 1 .28 4 0 1 0 1 0 1 16 min -.082 5 .05 3 -.057 11 C 1 0 1 0 1 17 N21 max -.006 1 fi885 8 .473 2 0 1 0 1 0 1 18 min -.179 n 3:t66 2 -.222 8 o 1 o 1 o 1 _19 N22 max 0 10 1.633 9 1.112 9 o 1 0 1 1 min -.os2 .5 · -.bs2 3 .249 110 o 1 o 1 1 21 N27 !max .02 4 1.953 416 2 0 1 0 1 1 I ihiii ·. 82 I 3 -.604 2 -.099 9 0 1 .· · .0 1 1 N28 lmax 10 1.761 1.235 4 o 1 o 1 1 ·.·· 1 iiiifi -.· 2 5 -.. 167 .182 10 o 1 b 1 r J. N33 !max 2.041 .519 2 '--Q 1 o 1 1 21 lmin · 1 1-· 5+ -:o98 8 . o 1 o 1 ·· J ; N34 max J .91 23 4 1 1 1 min 12 ' 175. 05 10 0 1 1 J } . • ·.· •· I rriih 7. . .i ,.942 0 -.037 8. 0 .}II '. J . .Oi . . 1 N78 max 9 '.308 0 2 0 1 1 0 1 ~--. N79 max 10 .749 413 8 0 1 0 1 0 1 N81 max 15 8 1 •.792 5 .05 1 0 1 0 1 0 1 -~; -Ns~.~ I ffim. it 1\ ,. 17r :.~~~ 1 -~ ·. --~-----~----· ----~--··· ·· ·. · l bi ~85 lmax -.06 10 7. 2 ~ 10 0 '-~---g 1 1--r~-~--i-c--: t-. _.J.' N_!Q81lL~_ --!-';~·············· -~-~~~ j~ -.-.-~ .%if,b . -.~.-~······· ~~-, ~ g 1 1 _6Z N90 max -.014 10 ?< A?A 2 l3: 8 C 1 0 1 0 1 68 min -.278 9 22.387 10 1.67 2 0 t 0 1 0 1 69 N91 max .014 1 14.851 8 )51 11 0 1 0 1 0 1 RISA-30 Version 8.0.0 [C:\ ... \ ... \Regeneration Building-New\Operating Loads-Regen Building.r3d] Page 5 Company Designer Job Number Group W. Engineering EC 0823,1 . Hot Rolled Steel Properties Label E ksi 1 HR STL 29000 2 29000 Regeneration Building G ksi Nu 11154 .3 111()4 .3 Jan 31,2009 12:21 PM Checked By: RISA-3D Version 8.0.0 [C:\ ... \ ... \Regeneration Building-New\Operating Loads-Regen Building.r3d] Page 6 Company Group W. Engineering Jan 31, 2009 Designer EC · 12:21 PM . Job.Number 0823.1 Regeneration Building . ,_(;h~p~~.d.f.3Y•~ .. ''"' .... ·""'";::;::;.,.,:::;::.,,.~.. ;:;=:;;:::::;::::;:=;::;i;:::::=;=::::;::====================~~~====== Joint Coordinates and Temperatures ~abel X fftl Y rftl Z fftl TemoJFl Detach From Olav .. 1 N1 0 0 .. 14 0 .2 N2 40 0 14 0 3 N3 0 0 0 0 4 Nil' 30 o c o 5 N72 0 11.5 C 0 6 . NS'4 b H.5 .1 0 1 N94 0 12.83 7 0 · 8' • . · . iNlL. 0: . ·. ·. · ·. 11!5 L .. ·· b 190. J\ ., ~ . . g .14 . ..• .•... .·· _g_ .·: . J 1 3.25 11.5 0 0 .. t::t I · .. ·_·· .. :·.·.' . :':J:-25:. · 1t5. 14 ·. ·. 0 .13 3.25 12.83 7 0 .11f . .l!&'l::'r -s:•2s • •fr:5 •· · 7 · ··. · . o . 15 8.1 0 14 0 17 8.1 11.5 0 0 ·. 19 8.1 12.83 7 0 z(J.. . ·. · < ,. . · . · .. · S11 I · · filii& . · •. · · 'V ·.· · . ·· 6. '· ,· 21 11 0 14 0 'rd!i: ·• ·· .. >/.<: . -·.. .· :; · >l!W ' . . • ov · : ·· I . ·. :L(f. ··:::' :>• ·· ·.o:·· : ·:·: ·, · ·. · ... · · '' 1·•/::l·········':(· ... •· ·' :>:··· .·· •••. ·,.; .. ; 11 •,·:;,;-..~·;\:·-1-'·. ··-~·-·· ~c<:>·;&·•::.;;:,/..(. :>·:," ~ ...... ._..r:· ,,;·::•.· ··:·;·•: ._·,,_··_ .. , 1":~"'.'"''""'·_...~,_ ... ,.,_ • .. ·. 6 Ulr<.··· .. ··t':'>•'-"""' ~ '"···········~ ·.·.· 'd::">''···,·: ·· ... :.-r··· · ..... g.,.,.·.;:,·, . .-.: 2o4 t· ··.••'•":::·.··:·,.g,., ,,•i ., .····<··· .... ~~:;-.··········.iii'· ··.,.· .. ···~:.;;:···:····· ·•·.·····1· .. ·,'!.';!==··· .. ".~4h.··>: .:!::::•. ,g;_;_, ·• ···. '·•'· ~---.: .......... ; ;:•.-• .. :;.•···.·········· :,;:.·~·-···1''·.•:· 14 ········1/;,':· ·:·.•·.:•.'\.: ... ·.··.<. =;i:·.·: ... ·,·•;-:.·•· ·:-· .,.,.···.·.: ·.,·: ·.•>'·.···• .· ·J·'·.n::•:.·o' .. ··: .. ·· .. :'!o::· •. ' •: • ,.,.. .•:•• ..... ,._.,_,; ~ ............... rzsmii'I::L·.> .. _, ...... _.-:. ...... , .•• , .. jsji&" · ·····'·"''~%··· .. ,. ····'~'"······.'~:.:· .. ·.·-::-.·· ........... . . ·.· ·:_.· .· ,• ~.:.-.. > ~11 • • ~ . ;, · ....... en· ···><··. · .. · __ . :2I8' JL 14 0 RISA-3D Version 8.0.0 [C:\ ... \ ... \Regeneration Building-New\Operating Loads -Regen Building.r3d] Page 7 Company Designer Group W. Engineering EC Jan 31, 2009 12:21 PM . Job Numb.er 08231 Regeneration Building .. Che~~ll!W.Y.~ · . .•..... h , Joint Coordinates and Temperatures (Continued) Label X fftl Y fill Z fltl Tem JIFl i 57. N57 32.6 0 J4 58 N58 32.6 0 0 59 N59 32.6 11 s . 0 60 1\)60 32.6 11.5 14 0 71 ~!7: 8 7 0 73 ~75 ,_17 0 ·. tJi'f · ·•· -1:iib · ·4:§' o.· -·•tDi13.' .·. 1_-·· . -.tr 19 111 23 0 0 :); . .· . 113 28 0 J4 11 1114 2!! 0 8:83 0 1 1115 31.1 0 14 0_ RISA-30 Version 8.0.0 [C:L\ .. \Regeneration Building-New\Operating Loads-Regen Building.r3d] Page 8 Company Group W. Engineering Designer EC Job Numb.er . 0823.1 Regeneration Building Joint Coordinates and Temperatures {Continued) t=iA Nt1R 811 0 8.83 I ohol X fltl Y fill 7 ffll Temo IFl 0 1'ifr N11A 8R::\:i 0 5.17 0 0 117 N11iJ 3.1 o 5.17 0 0 119 1\T . 3.1 0 14 0 RISA-30 Version 8.0.0 [C:\ ... \ ... \Regeneration Building-New\Operating Loads -Regen Building.r3d] Page g Loads: BLC 1, Dl(Oldg) Resui1S lor LC 1, Ol X 2 Group W. Engineering 0823.1 Regeneration Building Feb 1 , 2009 at 11 :4 7 AM lifting Loads~ Regen Building.r3d loads: BLC 3, DL (piping+flquid) Resul!s tor LC 1, Dl X 2 Group W. Engineering 0823.1 Regeneration Building Feb 1, 2009 at 11 :4 7 AM Lifting LoadS -Regen Bu1!ding.r3d Loads: BLC 5, Se!!Weighl Results for LC 1, DL x-2 Group W. Engineering 0823.1 Regeneration Building Feb 1 , 2009 at 11 :48 AM Lifting Loads· Regen Building.r3d Loads; LC 1,DLX2 Results for LC 1. Dl X 2 Group W. Engineering 0823.1 Regeneration Building Feb 1, 2009 at 11 :48 AM Lifting Loads • Regen Buildirig.r3d· Loads: LC 1, Dl X 2 Results lor LC 1, DL X 2 Group W. Engineering 0823.1 Regeneration Building Feb 1, 2009 at 11 :48 AM Lifting Loads-Regen Building.r3d loads: LC 1, DL X 2 Results lor LC 1, DL X 2 Group W. Engineering 0823.1 Regeneration Building Feb 1, 2009 at 11:49 AM lifting Loads-Regen Bui!ding.r3d Resulls lor LC 1. DL X 2 Reaction units are k and k-11 Group W. Engineering 0823.1 Regeneration Building Feb 1, 2009 at 11:49 AM Lifting Loads~ Regen Build1nQ.r3d ' I I Company De$igner Job Number Group W. Engineering EC 0823.1 Basic Load Cases esc t 1 oCibldQ)--1 2 Snow Load 3 DL loioina+liouid) 4 LLIDeCklive\ 5 SelfWeiaht 6 Winc:I(Jransv.\ 7 Windllonait.) .8 Selsi'rilc(Trahsv.1 9 Seismic/Lonoit.) 10 BLG t Transient Area Loads Load Combinations Solve Regeneration Build'1ng Feb 1, 2009 11:49 AM Cbeckec:J.By: ego l ·~In Oln_T rl ···pL~a --~ u ac ... I I I Cat rv X Grav Y Grav Z Grav Jo' t P · t o·§!diL A ;g_L S rt DL 48 SL I DL I 6 LL 14 DL -1 WL 24 WL 6 EL .1 8 EL .1 8 None . 512 DLX2 Yes I 1 I Description Member AISC ASD Steel Code Checks (By Combination) LC So one IIC Max .or . ~h or . Fafksil Ftfks '" •Vfk Fh7fk . Cb Eon ~t-;411~~=.··.···'1-···· -·~--"~~··=· =====t~~.~·.1:~.··~.~:t~:::·~4-· .... · t!iJ d~~ .. ··.:;, ~-::~::=~ _(' ( .. 029"',1Q : • . .. ·. . 7 .. ·· .1. M53 . .2 0 .OOfl 0 I4A t7 2· 6 2.3 ~~ ,~ 1}~ :~~~ g ~ g I1113E 21 21.6 21.6 ?;. 53 ' Qt< M 23 11 M23 .26 0 Jl05 0 lv\4.41 21 ~1.6 21.612.3 2~ !.31<\HJ.:2 RISA-30 Versron 8.0.0 [C:\ ... \Bill Rose\Regenerat1on Burlding-New\Littrng Loads -Regen 6Uildrng.r3d] Page 1 Company Designer Job Number Group W. Engineering EC 0823.1 Regeneration Building Feb 1, 2009 11:49 AM .· .Ch\'lck.ed .By: RISA-30 Version 8.0.0 [C:\ ... \Bill Rose\Regeneration Building-New\Lifting Loads -Regen Building.r3d] Page 2 Company Designer Job f\lumber Group 'vV. Engineering EC 0823.1 Regeneration Building Member A/SC ASD Steel Code Checks (By Combination) (Continued) Feb 1, 2009 11:49 AM Checke.d By: •. LC Memhec Sh"ne UC Max Loci. .Shea .. Loci.. . Fafksil Ftlksil Fbvlk. Fh7fk f:h Fon , Jl1 It M81 W12X45 .495 i 1.66 027 0 120.44121.6 27 123.7611.0 158: .85IH2·1 82 11 rvtil? W12X_!5 .381 .993 .107 ,5.17 119.807121.6 27 123]6 1 l22e _8311 rvt83 W12X45 .064 !.423 091I5.1Z 119807121.6 27 123.76 1 1.61: .85 H2·1 84. 184 W12X45 .099 1.17 .0141.485 119.807121.6 27 2:l.7e .1 .. 47 .85 H2·1 ' 8! M85 W12X45 .207 3.66 .014 0 IV 20.44 21 27 23.7el1.0 .. 75E .85 Hk )3.11 -M93 .073 :.046 .008 119.09, 21.6 27 123.71) 1 571 14 1 M94 IVoX<!L .103 ~.477 .02 5. 11,6 27 '23.76 1 .96 .851H1:2 ;~ ! ; ~. IVo!\.C..,' -~~~. '.364 .01 119.99[ 21.6 27 123,79 1 1.354 l<J 1 1 ~ , 1 ><e 1?.3j .tJQ jfg.Og; ~1.El 27 123,76. j j231. 17 11 -IWAY?n .074 !.293 .007 15. jyj19.09; 21.6 27 123,7\j 1 j39; 85 H2:) ~~· ~~ ~M9i VV6X20 :1~~ _g~j ~1~13 ' 6 1v t9o9; 21:~ ~; ~~g~ ; ~~;, ~~~~~~ M .... M!tM .017 :U 066. .. 2'Ul 27 123•76 1 1.33< 85ili.2:1 m; H1-2 .7E ?::l .85 H1·2 _1 1 M136 rHSS3X .. · .187 12.9 .030 0 121 3:7• ?'>l7CI2.3 :27< R'i H1·2 11 M137 .195 13.6 .013 0 117.66;121 .7E 23.76 RJ; H1-2 RISA-30 Version 8.0.0 [C:\ ... \Bill Rose\Regeneration Building-New\Lifting Loads-Regen Building.r3d] Page 3 Company Designer Job Number Group W. Engineering EC 0823.1 . Joint Reactions {By Combination! LC Joint Label X fkl 1 1 N168A .017 2 1 Ni?b ,,015 3 1 N172 0 4 1 .. N113. -.062 5 1 Totals: 0 6 1 COG (it): X: 16.697 Hot Rolled Steel Properties Joint Coordinates and Temperatures l,abel X fttl I 1 N1 0 I 2 N2 40 3 N3 0 Regeneration Building y fkl z fkl 31.726 -.057 3.1.404 . -.037. 30.974 .055 21.367. .039 115.471 0 Y: 1.58 Z: 7.7.01 y fftl z fftl 0 14 0 14 0 0 MX fk-ttl 0 0 0 .0 Feb 1, 2009 11:49 AM Checked By: MY lk-ftl MZ fk-ftl 0 0 6 0 0 0 0 0 TernQJH Detach From Diao.,= 0 0 0 RISA-30 Versron 8.0.0 [C:\. .. \Brll Rose\Regeneratron Burldrng,New\Liftrng Loads -Regen Burldrng.r3d] Page 4 Company Designer Job Number Group W. Engineering EC 0823.1 Regeneration Buijding . Joint Coordinates and Temperatures (Continued) Feb 1, 2009 11:49 AM Checked By: L tbel X lftl Ylftl z 1111 .T emo IFI Detach From Diao~ i 4 J4 40 0 0 0 : 5 ~72 0 0 c 6 ~ 34 0 11.5 i4 0 7 H4 0 12.83 7 c 8 8 0. 11.5 7 0 9 :9 3.25 0 0 10 1\ io 3.25 0 0 0 11 N11 3.25 1.5 0 0 12 N12 3.25 .5 14 0 13 N13 3.25 .83 7 0 14 Ni4 3.25 1 .5 7 15 N15 8.1 14 !6 · Ni'6 :1 0 17 N17 .1 jS N18 :1 14 19 N19 :.1 13 7 c 0 N20 8.1 7 !1 N21 11 14 12 N22 11 23 N23 11 1. --~~···. . . :]~~··. ~~-t---77,~~l--1'Y27:.-.~;¥-·. --1---t;i~ .. -.· -.-r---~~oJ':l,_. --~.. .. ~~-.-... -.--1 .3 J8:2 11:5. 7 d. ..··· .··•. : 43 !1.8 12.83 0 45 N41 !5. 0 0 .46.. N4( !5. b . 0 47 N47 !5. 11. 0 48. N48 !5: H.$ 4 o 49 N49 12. l3 0 53 N53 1 0 54 NM 1 1.4 55 N55 113 7 56 N56 9 1 7 59 N59 32.6 11.5 · 0 (lb N60 32.6 11.5 14 ( RISA-30 Version 8.0.0 [C:\ ... \Bill Ros'e\Regeneration Building-New\Ufting Loads-Regen Building.r3d] Page 5 :·, •• ,,•C, -c• Company Group W. Engineering Designer EC . Jgb Number 0823.J Regeneration Building Feb 1, 2009 11:49 AM . . . Che9kedJly:.~···• · ·· ·• · Joint Coordinates and Temperatures (Continued) 61 1 N61 32.6 62 N62 32.6 63 N63 36.2 64 N64 36.2 65 N65 36.2 66 N66 36,2 67 N6Z 36.2 68 N68 .36.2 69 N71 40 70 N72A 40 71 ~ 73 40 72 ~74 40 73 ~ 75 0 14 N713 40 7: N77 o 7( N?8 40 71 N 79 1.33 7 ~ 30 .33 7 ~ 11 6.2 8 32 6.2 8 33 6.2 83 35 . 10.83 91 ~ 29.17 .. 92.. ~ · . 29;tz ··. li. · ..• ~. ·.·< :~:t ct ··li··· ·. . .. ~'*'· "".~~~~+-~1-.:;c--~~~~~~~cc~ ~m0.r-~~~~~ ... ~.~~~ .. ~~~···~···.·~~~~~~~~~~~~~~~~~~~~~ . i6 4.9 4.9 109 111 113 t12 114 113 115 114 . .~ 116 31.1 11!> N117 38.33 . 116 N118 38.33 'JL N119 3.1 RISA-30 Version 8.0.0 [C:\ ... \Bill Rose\Regeneration Building-New\Ufting Loads -Regen Building.r3d] Page 6 Company Designer . Job Number Group W. Engineering EC 0823.1 Regeneration Building Joint Coordinates and Temperatures (Continued) Label ____2\.lljl y lftl 1'118 I N120 I 3.1 0 I 119 N121 I 3.1 0 ' I 120 I Nf22 7.83 0 121 N123 I 7.83 0 ~ -N124 9.75 0 123 N125 9.75 0 124 N126 22 0 125 N127 22 0 126 Ni28 22 0 127 N129 20.4 0 128 NJ30 20.4 0 129 N131 26.67 0 130 Nf32 26:67 0 . 131 N133 26.67 0 132 Nf34 27:67 0 133 N135 27.67 0 134 N136 29.17 0 135 N137 32.5 0 136 Nl38 35:35 0 137 N139 31.4 0 r38 Ni40 31.4 0 .· 139 N141 34.3 0 f40 Nl4'2 8.43 0 141 N143 37.4 0 t42 . '1\L'ifii!!i-' . . ,.·· :'i%:4 ·.·io:: .. · . 143 N145 12.5 0 144'' . ,···KJ:-j!lJ:6:· . l'l:!ii ' ·· .. , .. '•(L ····.·· 145 N147 22 0 t4& N.i:aa· 24'!92 ···• ··o· 147 N149 28 0 148' ... • N115.6 .. .·· 29117 . : 0 149 N151 31.1 0 150 •1\!1.®2: .·. .<@!{'· .. ···.·-o_·· 151 N153 35.35 0 f52·• ·NJ5'4': 1lli83 . :0: 153 N155 11.66 0 1:!54. •NW5l'f ,. l1•:i3'6' .·· . . :. '0.· 155 N157 13.49 0 t5.6 N1'58 l3'iil9 0 157 N159 14.32 0 1!'>8 Ni60 14::32 0 159 N161 16 0 160 1\!162 16 0 161 N163 29.17 0 162 NJ:64 325 0 163 N165 16 0 164 N:i66 tt' 0 165 N167 17 0 166 Nd'68 15. 0 167 N169 15 0 168 Nt68A 6:2 0 169 N170 29.17 0 170 N172 62 0 171 N173 29.17 0 7 Ut1 8.83 14 8.83 14 8.83 14 8:83 14 5:17 5.17 0 0 5.17 8.83 0 5.17 2.5 2.5 2.5 2.5 5.17 2.5 5.'17 8.83 .. ci:'¥ 10.75 1'6~75' 10.75 1@8 .·· 10.75 . {0\75 10.75 .ftli75' 10.75 .8'i83V 5.17 8':8:3 5.17 8Jl3 5.17 .8.83 5.17 8.83 6 6 0 5:17 0 5.17 0 1.4.5 14.5 e.5 ".5 Feb 1, 2009 11:49 AM Checked By: Temn IR Detach From OigQ ... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ··. 0 0 .. 0 o•. '· '.-·· .·.· . '· 0 ·.· .. o: . ·. ·., '• .. · .. ' ' ··.·. .·· 0 0 · ...• ·• .... 0 0 ··.· 0 () 0 6 0 6 0 0 0 0 0 0 0 0 0 0 . 0 () 0 0 0 0 0 RISA-30 Version 8.0.0 [C:I ... \Bill Rose\Regeneration Building-New\Lifting Loads -Regen Building.r3d] Page 7 li I I ' i ------~ . -·.····· ...... I c-:"'·;::.c·cc·c-: ........... ···=···· =· ·=·-. -.-.. c~-·:::···-··-::···-.:::: :·.:·::.::~~==1 I l ___ _j Tl·H LK..t'-k:;S.., ::ov ('). ''l·<:rr (3jg) :::::. Q,Z05"">' V\ C 1\?.kc >T'( oF wt;"L'i'J/rn :::-f fC-l = O· l ~{6. G./<?~ (o-z&>) ( t "') ""' '6',":>4-k:. I /I<') Tof7'1i'L lA..J6LO C.I\PP\ctT/'"' '6·">4-k-ft"' {I'T-1{;•'") :: l r:Jfo. S !(_ (FA c. ru 12 .. 6 D J A-LLC?G-J 1\ l6 LG-VJtc\') (._f\{JI\C tit'-!5'6-ct I , ~,. I Loads; BLC 1, Dl(Didg) Solution: Envelope Group W. Engineering Utl23.1 Regeneration Building Jan 31 , 2009 at 12:32 PM Operating Loads-Regen Building . Loads: .BLC 2, Sl (bldg) Solution: Envelope Group W. Engineering lJts23. i Regeneration Building -__ ,_, ____ ---~ ! I ! I I Jan 31, 2009 at 12:32 PM Operating Loads-, Regen Building .. ~-·· ---····---,-·-·-·--·-·--· j I y II (l> I ";(L>\ i L!~ ___ xj Loads: BLC 3, DL (pipingtliquid) Solution: Envelope Group W. Engineering U823.1 Regeneration Building Jan 31, 2009 at 12:33 PM Operating Loads-Regen Building ... Loads: BLC 4, LL(Decklive) Sollt!ion; Envelope Group W. Engineering 0823.1 Regeneration Building Jan 31, 2009 at 12:34 PM Operating Loads -Regen Building ... Loads: BLC 5, SelfWeiglll , Solulion: Envelope Group W. Engineering utl23.1 Regeneration Building Jan 31, 2009 at 12:34 PM Operating Loads • Regen Bu1lding ... Loads: BLC 6, Wind{Transv.) Solution: Envelope Group W. Engineering V823.1 Regeneration Building Jan 31, 2009 at 12:34 PM Operating Loads • Regen Building . Loads: BLC 6, Wind(Transv.) So!ullon; Envelope Group W. Engineering 0823.1 Regeneration Building Jan 31,2009 at 12:35 PM Operating Loads~ Regen Building ... loads: BLC 7, Wind{Longlt) Solution: Envelope Group W. Engineering ·~ , U823.1 Regeneration Building Jan 31, 2009 at 12:35 PM Operating Loads-Regen Building . ly [;l,, Loads: SLC 7, Wind(Longit.) Solution: Envelope Group W. Engineering 0823.1 Regeneration Building Jan 31 , 2009 at 12:35 PM Operating Loads· Regen Building ... loadS: BLC 8, Seismic(Transv.) Solutlon: Envelope Group W. Engineering U823.1 Regeneration Building Jan 31, 2009 at 12:35 PM Operating loads-Regen Building ,.. Loads: BLC 9, Seismic{Longll.) Solution: Envelope Group W. Engineering utl23.1 Regeneration Building Jan 31 , 2009 at 12:35 PM Operating Loads-Regen Building ... I '• Company Designer Job Number Group W. Engineering EC 0823.1 Basic Load Cases BLC OescriQtion 1 DUb Idol I 2 SL lbldal 3 DL (oioina+liauid) 4 LLiDeckLivel 5 SelfWeiaht 6 Winattransv.t 7 Wind(Lonait.l 8 Seishiidtians',l,) 9 Seism icllonait.) 10 BLc_nh:ir\s)eiJ(I\teA'Loads 11 BLC 2 Transient Area Loads 12 st:o 6 Ttansienr'Ari>a toads 13 BLC 7 Transient Area Loads Load Combinations Regeneration Building QategorY. X Grav ... Y Grav .. Z Grav .. k. Joint DL I SL DL LL DL -1 WL WL .· EL .1 EL .1 None None None None Point : 8 8 Jan 31,2009 12:36 PM Checked By: Dislrib .. Area t... 48 22 6 24 6 ... 512. ._· 200 seb 336 Surf_('JL 14 1 Snlve POelto SASS "' . 01 ~' . OJ ~' . Rl rFac .. >I r:~, "' ~' . "I <:Fee. Rl nFec. 1 D+L+S Yes 1 1 1 5 1 1 2 1 RISA-30 Version 8.0.0 [C:\ ... \ ... \ ... \Operating Loads -Regen Building with Line Loads.r3d] Page 1 Company Designer Job Number: Group W. Engineering EC 0823 .. 1 Regeneration Building RISA-3D Version 8.0.0 [C:\. .. \...\ ... \Operating Loads -Regen Building with Line Loads.r3d] Jan 31, 2009 12:36 PM Checked By: Page 2 Company Designer Job Number Group W. Engineering EC 0823.1 Regeneration Building RISA-30 Version 8.0.0 [C:\ ... \ ... \ ... \Operating Loads -Regen Building with Line Loads.r3d] Jan 31, 2009 12:36 PM Checked By: Page 3 - Company Designer Job f'Jumber Group W. Engineering EC 082.3..1 Envelope Joint Reactions int xrk1 LC 1 11 max .005 8 2"/ ... :. ·.· . tniH. '!11'1:2. : 3. 3 12 • 02 2 4. ··._· .. · .. ·-. -. !02' 5-· 5 tJ3 ,max -. )02 J 6-'min. -. I til . 3 - 7 N4 max .008 10 8 lmih :.2 5. _g N9 I max .O_Q_3 4 j() • . I min -;0'79 :3. . .1J N10 I max 0 8 12 lmih -.079 3 Regeneration Building v rk1 I z k1 LC ····~ .3 54 2 c:c 42. 8 2.973 .45 2. 1·-t44 2. •.0?:1 13. -~ 6 .3J4 4 . 3. -01..59 jj 2~ 6_ ~ 4 l · .. 1-0 10 irl_i 9 -~ 2 2 8 2.096 9 .3 4 ~'j4<t 3 _Q_ iQ MX ik-ftl LC 1 j 0 t o. T 0 t 0 + 0 1 0 1 0 1 0 1 0 1 0 1 Jan 31,2009 12:36 PM Checked By: MY fk-ft1 _Lc MZ fk-ftl 0 0 . ()• ·. .ic : ()• . ·.·· 0 0 •0 (): 0 0 0 . iJ 0 0 1 _Q_ 1 0 1 0 1 b 1 D LC 1 ·r 1 1 1 1 1 .• RISA-30 Version 8.0.0 [C:\ ... \ ... 1 ... \0peratmg Loads-Regen Bwldrng wrth Line Loads.r3d] Page 4 Company Designer Job f\Jumber Group W. Engineering EC 0823.1 Regeneration Building Jan 31, 2009 12:36 PM CheckedBy: . Envelope Joint Reactions (Continued} Joint . X fkl LC Y fkl I rc ZJkl I C: MX fk:ftl .LC _MY fk-ftl LC · 13 N 15 max . 003 2 1 .973 8 1.237 2 0 1 o I 1 l4 min -.082 5 -.169 2_ ·.32!1 8 0 1 c 1 15 N16 max 0 10 2.272 1 .284 4 0 1 0 1 16 min -.082 5. .045 3 -.053 _11 0 1 0 1 17 · N21 max -.003 1 .915 8 .48 2 0 1 0 1 18 min -.176 I tl · :2.304 2 -.214 · 8 0 1 0 1 0_ 1 .. o l 0 1 0 1 0 1 0 j 1 26 .•• I ffiih' -:081 .·_ · > .2713 2 -.096 8. o t ?.7 N34 I max 0 1 1.92! 9 .223 4 1 2it· I ii\ih •. l82 i ·.· .091 3 .043 . 10 .1 ~9 N39 I max 02 1.56: 9 .439 8 1 m mi'n '· r8t · -.42E 2 -,937 2 1 1 l1 N40 max 1.66~ 1 ,21 4 1 1 !if ·_,.· -• -thin < ra2 -.161 3 :1121 10 . . ,. . · 1 · . t 33 N45 max .c 03 2.054 a ,33 2 o 1 1 MZfk-111 LC 0 1 0 1 J) 1 0 1 0 1 0 1 0 1 0 ·. 1 c 1 1_ 1 1_ 1 1 1 l 1 N79 lmax .o· 8 .412 8 o 1 Ela min -.276 9 21.tt3 a _,.113! 2 1 o 1 ill! N91 I max .012 1 13.835 .05' 11 1 0 1 .' .c c 0 0 1 1 RISA-30 Version 8.0.0 [C:\ ... 1 ... \ ... \0perating Loads-Regen Burlding with Line Loads.r3d] Page 5 . '· ,, ~--' ·-~ ., -- Com pan" Group W. Engineering Designef EC Job Numb.er . 082.3 .. 1 Envelope Joint Reactions (Continued/ Regeneration Building Jan 31, 2009 12:36 PM CheckedJ3,y: Joint X lkl LC Y tkl LC ~ tkl LC Ml< fk.ftl I C: MY ik-ltl I C M7 fk-fll I C 70 _min -.053 11 12.465 111 -.os2 8 o 1 o 1 o 1 71 N94A max -.C)6 1017.77 2 -.08 2 0 1 0 1 o 1 7 _min -.c 7 9 Of 1 o -8 o 1 ~ 1 o 1 N95 max -.CJ4 10 .72 I 1 .t 4 o 1 c 1 o 1 ~ · i min -:12 ; flO 0 1 0 1 C 1 0 1 '5 N97 max .C 13 8 1.52 12 0 1 c 1 o 1 76 I mih -.02.5 11 ::lO: fl i:<4 1-0 0 1 0 1 6 1 77 N100 lmax t 2.2·15 .06 2 0 1 0 1 o 1 7EJ.. .min -{ 34 1.-1 -t:9n2. -:o:t 8· o .1 o< 1 • ·o . 1 79 N10l max .013 8 3.151 4 .03 0 1 0 1 o 1 8$. I rilih -.109 f1 .294. 2 <309 0 1 . 0 l <J .•• ··.•. i'o i Hot Rolled Steel Properties Label Nu HR STL .3 HR STU .3 RISA-30 Version 8.0.0 [C:\ ... \ ... 1 ... \0perating Loads -Regen Building with Line Loads.r3d] Page 6 Group W. Engineering EC Jan 31, 2009 12:36 PM Company Designer Job Number 08.2.:3, 1 . . Regeneration. Building _ Ch<'l9k;od.By:. · .• Joint Coordinates and Temperatures La!LeL X fftl Y fill 7 lfll Temn IFl Detach Fmm niRn .. I 1 I N1 0 0 14 0 ..2 N2 40 0 14 0 3 N3 0 0 0 0 _4 N4 40 0 0 0 5 N72 _Q 11.5 0 0 6 NB4 o 11,5 14 o 7 N!t.4 ·· 0 12.83 7 0 8 NB• .. ·o:. 11.5 7 0 9 Nf) .25 0 14 C 10 1\Jto LZ& o · o. o · . ..1_1_ N 11 .2t 11.5 0 0_ 12 Nl2 ·:r:25 11.5 14 o .. .13_ N 13 :.2[ 12.83 7 Q 1'4' N•l'4' ·: ih2< 11:5 . 7 6 ·. _j 5_ f\ 15 8. 0 14 Q 16 H6 8c1 o o o _17_ 17 8. 11.5 0 Q 18 18 8!1 11.5 14 0 1 2 1 t:s. 14 d •· 43 3 12.83 7_ J 48 148 .25•i3 1'1.5 14 . 0 .. .. . 49 149 25,3 12.83 7 Q_ 50 N50 25!3 .1 hS. 7 0 56 N56 29 11 7 Q RISA-30 Version 8.0.0 [C:\ ... \. .. 1 ... \0perating Loads-Regen Building with Line Loads.r3d] Page 7 Company Group W. Engineering Designer EC Job Number 0823.1 .. Regeneration Building Joint Coordinates and Temperatures (Continued/ s~ i N 32.6 11.5 -o-n 'flo 1\i 32. .E 14 o R1 1 .8: 7 n R2 -:E 7 0 63 %3 14 n R4 -· ·g•(3;t .3 )• y· 6 0. f-·'!'~ .. ~.;,-._ +-~~:]~-+-_l .· ~it i 1 . ··._ 1~ ~ ~17:1 40 1 ~.83 7 6 J--.!,-,1'-4--------+-.~~ 4b 1.5 . 7 () ~17!'; 0 'i 17 6 Jan 31, 2009 12:36 PM Checked By: .·. .. ·.· ·, . ... .. · . ._· ,-r 7 •!M'qi--.,------lf---.-----'.,~--x~--.--+-___.!;(--+--,-SZl. 14~-.-. ---~~f---.-----"* ~d--~-+------: 11 N111 n o 11 J113 0 1 I i iH4 2: o 11. lfi '1 r111,; 31.1 o 1 RISA-30 Version 8.0.0 [C:\ ... \ ... 1 ... \0perating Loads -Regen Building with Line Loads.r3d] Page 8 Company Group W. Engineering Jan 31, 2009 Designer EC 12:36 PM ===Jo=b:::i:f\J:i:::u:::m=:pe:::i:.r:::::::;;0,:.82"=3;=.J~::::;;=;;=;=:;;:;=,:::::::;;;;::;:===R=eg:;e=n=er=at=io=n =Bu=il=di=ng"'=========C=he:::c::::k:::ed:::i:· B;:::y=: .. ==:===:···::::··· _ .. __ ........ .. Joint Coordinates and Temperatures (Continued) Lahel X I ttl Y Jft1 Z 1111 Temn lF1 rlelach From Dian . 114 N116 .1 0 8.8:< 0 115 N117 3· .33 0 0 0 , 1.22-Nit24 9\75. ·. .0 8:83 123 25 9J5 0 14 f24 26 22. . ·. 0 8;.83 . j; . . . •.. . • 3ft .·. Nl'~~ ·•.···~~--•. ·-.-~ J 4 J .. •·. .· ~ .. =--?!= .--~-~s·gz i .. · . . 1.~J. llJ2_-· ~--1370 0 _8.83 ••. · · •... '"'"' o." ~ .m. . .. RISA-30 Version 8.0.0 [C:\ ... \. .. 1 ... \0perating Loads-Regen Building with line Loads.r3d] Page 9 Chevron CHEVRON PICEANCE BASIN INCORPORATED 0 Issued for Construction 19-Nov-08 TKG A Issued for Review 04-Nov-08 TKG Rev Status Date Origin. QA/QC LDE Document Title: EXP. DATE 07-31-10 RLV TKG RLV TKG EM PM PICEANCE FIRE PROTECTION PHILOSOPHY PAl Project No. Document No. Page 2033 2033-20 1-00-ST -0001 1 of14 Chevron Title: PICEANCE FIRE PROTECTION PIDLOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST -0001 Date: 19 November 2008 TABLE OF CONTENTS REV: 0 Page 2 of14 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 .....................•.•..•.•.••.•..••••••.••...••.... 6 10.0 CONSTRUCTION ....................................•.............................•..................•.........•....•...••.•.••.•..•••.•. 7 11.0 FIRE AND GAS DETECTION .•...••..•..•................................•................•...•••••••••••.•.•.•••.••.•......•... 8 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 1.0 EXECUTIVE SUMMARY Title: PICEANCE FIRE PROTECTION PIDLOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 19 November 2008 REV:O Page3 of14 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 frre 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 frre 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 he 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 narrative 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 construction standards utilized are more stringent than required by current industry codes and standards. The enclosures are constructed of noncombustible materials and have frre and gas detection systems specifically designed for the gas processing industry. The egress requirements of IBC Chapter I 0 and the NFP A Life Safety Code requirements are also incorporated into the design. 2.0 PURPOSE Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 19 November 2008 REV:O Page4of14 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. 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 identizying 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 should 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 IMC2003 APIRP14C APIRP14G APIRPSOO 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 Recommended Practice for Classification of Locations for Electrical Installations at Petroleum Facilities Classified as Class I, Division I and Division 2 APIRP752 APIRP2030 API Publication 251 OA COGCC 30 CPR Chapter IT Title: PICEANCE FIRE PROTECTION PIDLOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST -0001 Date: 19 November 2008 REV:O Page 5 of14 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" 7.0 FACILITYDESIGNPARAMETERS 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 frre suppression activities. Additionally, no local frre 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 1 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 1 is a Class !A flammable liquid (its flash point is less 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 exceeded in each of the building enclosures. Due to the inventory of flammable 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. 9.0 Gas Separator 604 128 Liquid 426 Separator 1013 Gas Filter Separator 34 Sales Gas 253 Compressors 42 1000 Condensate 55 Loading Produced 20 Water and 51 Condensate Pumps Flare Scrubber 257 Vapor 14 Recovery Unit Fuel Gas 35 Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 19 November 2008 Condensate -16 Water Condensate -2 Water Condensate N/A Water Condensate -20 Water Lubricating oil 262 Condensate -2 Water Condensate -2 Water Condensate -2 Water Condensate -4 Water Condensate -15 Water REV:O Page 6 of 14 37 78 N/A 34 >300 78 78 78 75 37 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 Page6/14 Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 19 November 2008 REV:O Page 7 of 14 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 flanunable 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 frres. 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 flanunable gas sources from the frre. Any remaining hydrocarbon liquid would initially be protected and contained within the process piping and/or vessel(s) in which it resides within the enclosure. The rate at which the hydrocarbon liquid would contribute to the ongoing frre 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 frre of an oxidizing airflow, would determine the extent to which the liquid boils in place as it contributes to the frre. 9.4 Although a combination liquid-and-gas frre might burn hotter and longer than a pure gas fire, the fundamental principle behind our proposed frre protection system is unchanged. The system is designed to contain the frre and allow it to burn out in place. There is no need to attempt to suppress the frre 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 frre department to attempt to put out the frre within an enclosure prior to the consumption of the fuel exposed to the frre. 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 flammable 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 accordance with ANSI B31.3 requirements for gas facilities of this type. All pressure vessels are designed in accordance with applicable ASME Section VIII requirements for these vessels. 10.2 Process piping and vessels are designed to contain all materials with no significant leakage. A frre and gas detection system is specifically designed for each enclosure to Page7/14 Title: l'ICEANCE FIRE PROTECTION PIDLOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 19 November 2008 REV:O Page 8 of 14 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 NFPA 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 1 atmospheres as rated by API RP 500, and each component is certified as such by a Nationally Recognized Testing Laboratory (NRTL). All 208VAC and 120V AC 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 driviog 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 with the doors open when conducting equipment monitoring and observance activities. 10.10 The operational activities typically require personnel in the enclosure for Jess than 15 minutes on any given day. Any maintenance activities within the facility will be conducted under stringent safety protocols, including additional fire suppression equipmentand personnel being present. 10.11 Operational procedures at the plant prohibit the accumulation of any combustible materials within the enclosure. 10.12 The design ofthe site surrounding each enclosure incorporates a significant barrier zone 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. 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: Page 8/14 Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 19 November 2008 REV:O Page 9 of14 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 flanuuable 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 pneumatic fusible loop system consisting of stainless steel tubing pressurized with 40 psig instrument air, and including elements which will melt at 180°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" frre detectors have been installed in each enclosure, and when a frre 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 photo-electric 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 frre alarm systems described above. 11.4 The triple-infrared open-path frre detector system is independent from and redundant with the pneumatic fusible loop system, and 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 JBC Section 903.3 .1.1.1. The primary reason for this is that there are no commercially available weatherproof smoke detectors that are rated for Class I, Division 1 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 frre is best accomplished by inunediately shutting off all incoming sources 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 burn 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 me Title: PICEANCE FIRE PROTECTION PHILOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 19 November 2008 REV:O Page 10 of14 13.1.1 IBC 2003 normally requires an automatic ftre 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 fue, 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-RPSOO 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. (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 ftre, 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.) Page10/14 Title: PICEANCE FIRE PROTECTION PffiLOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 19 November 2008 REV:O Page 11 ofl4 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 sprinkler (gaseous, dry chemical, carbon dioxide, foam, etc.) frre 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 and suppress any frres with a non-water based suppression system. 13.3 API The Chevron CPF is designed in its entirety to be in total compliance with applicable standards of the American Petrolemn Institute. 13.3 .I 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 flammable liquid or gas frre with water in two sections: 6.4 EXTINGUISHMENT .... Extinguishment by water spray is generally most effective where the fitel is a combustible solid, water-soluble liquid or high flash point liquid. However, the risks associated with extinguishing certain fires should be carefully evaluated If significant quantities of flammable gases or vapors are Page 111 14 Title: PICEANCE FIRE PROTECTION PIDLOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 19 November 2008 REV:O Page 12 of14 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 qf 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 "If 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 251 OA 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: 19 November 2008 Appendix A 1.0 GAS DETECTION SYSTEM OPERATING DETAILS REV:O Page 13 of14 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 RPI4C. 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 PFt(JJEC .. r .A.SSZ)C.!A'TES Title: PICEANCE FIRE PROTECTION PIDLOSOPHY Customer: Chevron Project: Piceance Basin Project Spec No: 2033-201-00-ST-0001 Date: 19 November 2008 AppendixB REV:O Page 14 of14 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 RP 14C. 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 frre, 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 natrrral 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 I 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 Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information 8.~~13§.91:/Treasmer _Prqgerty_Segm:,:h I AJ>s~~sor_fujbseLQll~n' I Assessor _S_r;Jles Se.ilr<:ch Clerk_& Recor.derJZec§gti_mLS.earch I'.!lrc§l D§Jllil I Y>1tue Petail I Salt'Os J2et>1il I ReJ>ideilli_al!CQ!ll!llerci!lL Irrmroy~m~Pt Detail _Land Detail I PhotQgmghs I Mill Leyy_Revenu_es Detail I Tax Area II Account Number II Parcel Number 1/ 2008 Mill Levy I I o29 II R290444 II 2139163ooo14 II 32.108 I Owner Name and Mailing Address \CHEVRON USA lNC jC/0 CHEVRON TEXACO PROPERTY TAX jP OBOX285 !HOUSTON, TX 77001 Assessor's Parcel Description (Not to be used as a legal description) )SECT,TWN,RNG:16-5-98 DESC: SEC.7: )THAT PT OF LOTS 12,14 AND NESENE IL YlNG DESC: BELOW THE ESCARPMENT j(NET 14.20AC) ALSO THAT PT OF DESC: ITRS. 50,51 AND 56 LYING BELOW THE )ESCARPMENT (NET DESC: 175.17). )SEC.8: THAT PT OF LOTS 2,4,7,8, )SWNE, NW, DESC: N1/2SW, W1/2SE, )L YlNG BELOW THE ESCARPMENT (NET )DESC: 222.84AC). SEC.17: THAT PT OT \LOTS 1(23.16), 3( DESC: 8.57), \4(8.60), 5(11.84), 6(15.00), \7(13.64), DESC: (80.81 TOTAL /73.0 jNET) LYING BELOW THE ESCARPMENT http:/ /www.garcoact.com/assessor/parcel.asp?ParcelNumber=213 916300014 I I I I I I I I I I I I I I I I I I 3/10/2009 Parcel Detail Page 2 of 4 IDESC: ALL OF TRACKS 80(160 AC), I 1110(110 AC), 111(160 AC) DESC: AND I )THOSE PARTS OF THE FOLLOWING TRS I IL YING BELOW DESC: THE ESCARPMENT, I jTRS. 57(117), 60(35), 62(46), 84( I jDESC: 118), 83(80), 81(120), I )82(24), 87(46), 79(73), 88( DESC: I )45), 90(58), 77(103), 91(53), I )76(118), 75(116), DESC: 92(52), I )93(76), 94(121), 113(121), I 1112(137), DESC: 6-98 TR. 41(160), I )AND THAT PART OF TR. 109(106), I jDESC: LYING BELOW THE ESCARPMENT I )AKA: LUCKY STRIKE #9 DESC: GLEN I )BEULAH, GEN. JOFFRE #3 & 4 AND I )THOSE PARTS OF DESC: THE FOLLOWING I )LYING BELOW THE ESCARPMENT: GEN. I )DESC: JOFFRE 2,5-14, LUCKY STRIKE I 14-8, 10-14, AND GEN. DESC: PERSHING I )1 & 2. SUC:R290037 BK:0472 PG:0361 I IBK:0445 PG:0360 BK:1655 PG:178 I IRECPT:666845 BK:0858 PG:0942 I Location I Physical Address: I!TWN 5 RGE 98 SEC 16 I I Subdivision: I I Land Acres: !12840.21 I I Land Sg Ft: l!o I Section II TownshiJ.! II Range I I 16 )L 5 _I) 98 I 2008 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 60,3001! 17,4901 I Improvements: II OIJ 0 I Total: II 60,30011 17,490) http:/ /www.garcoact.com/assessor/parcel.asp?ParcelN wnber=213 916300014 3/10/2009 Parcel Detail Most Recent Sale I IP=====~S~al~e D~a~te~: I I Sale Price: / Basic Building Characteristics Number of Residential 0 Buildings: Number of Comm!lnd 0 Buildings: No Building Records Found Tax Information I Tax Year II Transaction Type I 2008 II Tax Payment: First Half I 2008 II Tax Amount I 2007 II Tax Payment: Second Half I 2007 II TaX: Payment: First Half I 2007 II Tax Amount I 2006 II Tax Payment: Second Half I 2006 II Tax Payment: First Half I 2006 II Tax Amount I 2005 II Tax Payment: Second Half I 2005 II Tax Payment: First Half I 2005 II Tax Amount I 2004 II Tax Payment: Second Half I 2004 II Tax Payment: First Half I 2004 II Tax Amount I 2003 II Tax Payment: Second Half I 2003 II Tax Payment: First Half I 2003 II Tax Amount I 2002 II Tax Payment: Second Half I 2002 II Tax Payment: First Half I 2002 II Tax Amount II Amount I II ($280.78)j II $561.561 II ($252.46)1 II ($252.46)1 II $504.921 II ($236.20)1 II ($236.20)1 II $472.401 II ($300.99)1 II ($300.99)1 II $601.981 II ($343.98)1 II ($343.98)1 II $687.961 II ($420.50)1 II ($420.50)1 II $841.001 II ($422.10)1 II ($422.10)1 II $844.201 http://www.garcoact.com/assessor/parcel.asp?Parce1Number=213 916300014 Page 3 of4 3/10/2009 Parcel Detail I 2001 II Tax Payment: Whole II ($837.02)1 I 2001 II Tax Amount II $837.021 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 Iop_QfJ'.ag~ ~s_essQJ"_Pataba:>.ti..S~m:s:.hDp1iQJl~ I I.re.asmrrD_ataba~~-~'li9.h.QRJion.s Cle.r.k.&_ Rti.Q.ord~J:J)_atal:m.se...S..e.ii.r.ch QpJioJls Page 4 of 4 ---·----~-----·- The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright© 2005 -2008 Good Turns Software. All Rights Reserved. Database & Web Design by Q_o._Qd_Imm.Sl2ftw'lL«· http:/ /www.garcoact.com/assessor/parcel.asp?Parce1Number=213 916300014 3/10/2009