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HomeMy WebLinkAboutApplication-Permit.pdfGarfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601-Phone: (970)945-8212 Fax: (970)384-3470 Project Address Parcel No. 213532100009 TWN 5 RGE 96 SEC 29,32,-, CO Owner Information Address Berry Petroleum Co. & Marathon Oil 950 17TH ST Denver CO 80202 Subdivision Phone Contractor(s ) Phone Primary Contractor PVCMI Proposed Construction f Details Generator building #8, skid unit #G-500 (970)625·5350 Yes Valuation: CE called on 7/28/09 & left a voicemail pennit ready for PU & bal. due Total Sq Feet: $ 39,321.68 986 FEES DUE Fee Commercial Building Fee Plan Check Fee Total: Friday, July 31, 2009 Amount $542.75 $352.79 $895.54 FEES PAID In;'Tcilal .•....• Paytype ". Am!paidAriltOue. Inv# BLCQ·7·09·19S97 $ 895.54 Check # 5390 Check # 5924 $217.91 $677.63 $ 0.00 Section Township Range Cell Required Inspections: Fo"",p"lIo"",II, 1 (970)384-5003 Inspection IVR See Permit Record Building Department Copy 2 I 2 3 4 5 6 7 8 9 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 glh Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-82121 Fax: 970-384-34701 Inspection Line: 970-384-5003 www.garficld-counly.com Parcel No: (this infonnatioll is avaiJable at the assessors office 970-945-9134) 2135-321-00-009 Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description SW 1/4, Section 33, Township 5 South, Range 96 West of the 6th P,M, Lot No: Block No: Subd./Exemption: Owner: (property owner) Mailin Address: Ph: Berry Petro/Marathon Oil 950 1 h StSte24000enverC080202 (303) 825-3344 Contractor: Mailin~ Address: Ph: OPO POB 8 0 Katy, TX 77492 281-371-7500 Architect /Engineer: Mailing Address: Ph: Jerry Oivin P.E. POB 810 Katy, TX 77492 281-371-7500 Sq. Ft. of Building: 504 s~ Ft. or Acres of Lot: 88 acres Height: 15' Use of Building: Generator BUilding # 8-Skid Unit #G-500 Describe Work: AltPh; Alt Ph: 281-371-5947 AltPh: No. of Floors: 1 Acoustical enclosure placed on a concrete slab, Please contact Phil Vaughan 970-625-5350 w/questions 10 Class of Work: eJ New o Alteration o Addition II Garage: Septic: o Attached 0 Detached o ISDS o Community 12 Driveway Pennit: Owners valuation of Work: $180,000,00 $ NonCE Authority. This application for a Building Permit must be signed by the Owner of the property, described above, or an authorized agent. Tfthe signature below is not that of the Owner, a separate tetter of authority, signed by the Owner, must be provided with this Application. Legal Access. A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. Other Permits. Multiple separate permits may be required: (I) State Electrical Permit, (2) County ISDS Pennit, (3) another permit requircd for use on the property idcntified above, e.g. State or County Highway! Road Access or a State Wastewater Discharge Pennit. Void Permit, A Building Permit becomes null and void if the work amllorized is not commenced within 180 days of the date ofissnance and if work is suspended or abandoned for a period of 180 days after commencement. CERTIFICATION I hereby certify that r have read this Application and that the information contained above is true and correct. r understand that the Building Dcpartment 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 structure(s) and facilities detailed on the submittals revicwed by the Building Department. In consideration of the issuance of the Building Pennit, 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 Regl.llation(s)), I aClmowledge that the Building Pcnnit may be s\lspended or reVOked, upon notice from the County, if tIle location, construction or use of the structure(s) and facility(ies), described above, arc not in compliance with County Regl.llation(s) or any other applicable law. I hereby grant pt.'ITl:lission to the Bnilding Department to enter the property, described above, \\) inspect the work. I further aclmowlcdgc that the issuance of the Building Pcnnit does not prevent the Building Official from: (J) requiring the correction of crrors in tlle submittals, ifany, discovered after issuance; or (2) stopping construction or usc of the structure(s) or faeility(ies) ifsucll is in violation of County Regu.lation(s) or any other applicable law. Review ofthi$ Application, including SUbmittals, and inspections of the work by the Building Department do not constitute an acceptance ofrespon,~ibility 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 autllOrized agents, including without limitation my architect dcsigner, engineer-and! or builder. I HEREBY ACKNOWLEDGE THAT I HA VB READ AND UNDERST Al"ID THE NOTICE & CERTIFICATION ABOVE: ~ \t~~ .. -~,~~ 7/21/09 . OWNERS SIGNATURE -", DATE STAFF USE ONLY Special Conditions: bf ~ r Q8tP ki '¥(.~ Adjusted Valuation: Plan Check Fee: Permit Fee: Manu home Fee: Misc Fees: '5Cf~21.08 "052:n S<fZ.7G ISDS Fee: Total Fees: Fees Paid: Balance Due: UP No & lssue Date: ISDS No & Issued Date: $-1£'·G'''/i ~(7. '1 ( fP 77.{/7 -=\ \~1 Setbacks: OCC Group: Const Type: Zoning: H-~ V·6 ~IL BL~~~~\ . 1!11/qj PM ~~~h~ 7/2.7/01 APPROVAL I DATE APPROVAL \l' ... DATE The following items are required by Garfield County for a final Inspection: I) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Pennanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink witb hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign offby the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUpy OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR V ACA TING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for tbe building identified in the Building Pennit. 7/21/09 DATE Bapplicationdecember2007 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 pennit it is important that complete information be provided. When reviewing a plan and it's discovered that required infonnation 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 infonnation before the plan review can proceed. Other plans that are in line for review may be given attention before the new infonnation may be reviewed after it has been provided to the Building Department. Please review this documeut to determine if you have euough iuformation to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistauce 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 Desigu Professional. To provide for a more understandable plan and in order to detennine 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. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. I A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be retumed. All plans submitted must be in compliance with the 2003 IBC, IPC, IMC, IFGC, and IFC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the propelty lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes._X __ 2. Does the site plan when applicable include the location of the LS.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes Not necessary for this project _X _ 3. Does the site plan indicate the location and direction of the State, County or private road accessing the property? YesX 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes Not necessary for this projectX_ __ 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 pennit issuance only", "Approval drawings only", "For permit issuance only" or similar language? YesX 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 building code or per stamped engineered design? Yes_X __ Not necessary for this project _ 2 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? YesX_ _ 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 _ 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_X __ Not necessary for this project __ 10. Do the plans include design loads as required under the IBC or IRC for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes_X __ Not necessary for this project _ II. Do the plans include design loads as required for floor loads under the IBC or IRC? Yes_X __ Not necessary for this project _ 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes_X __ Not neceSSalY for this project __ 13. Is the wind speed and exposure design included in the plan? YesX_ _ 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? YesX_ _ 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? YesX_ _ Not necessmy for this project_ _ 16. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Check applicable zone district for building height maximum) YesX_ _ Not necessary for this project_ _ 3 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes_ _ Not necessary for this projectX_ _ 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? Yes _ Not necessary for this project_X _ 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms andlor basements comply with the requirements of the IBC or IRC? Yes_ _ Not necessary for this projectX_ _ 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? YesX_ _ Not necessary for this project_ _ 21. Do the plans indicate the location of glazing subject to hmnan impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specifY safety glazing for these areas? YesX_ _ Not necessary for this project_ _ 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes_X __ No Not necessary for this project. _ _ 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes_X __ Not necessary for this project. _ _ 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? YesX_ _ Not necessary for this project_ _ 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes _ Not necessary for this project_X _ 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes _ Not necessary for this project_X _ 4 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes_ _ Not necessary for this projectX_ _ 28. Have two (2) complete sets of construction drawings been submitted with the application? YesX 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes_X __ 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes_X __ 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. YesX '---32. Do you understand that approval for design andlor construction changes are required prior to the implementation of these changes? YesX 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Pelmit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? YesX_ _ 34. Are you aware that you are required to call for all inspections required under the !BC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? YesX 35. Are you aware that the Pennit 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 __ 36, Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30 a.m. and 3:30 p.m. Monday throngh Friday. Inspections are to be called in to 384-5003. YesX_ _ 5 37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? YesX 38. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; a County Road and Blidge permit; a Colorado Dept. of Highway Permit including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Road & Bridge Department at 625-860 I. See Phone book for other agencies YesX_ _ 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes_X __ 40. Are you aware, that on the front of the building pelmit application you will need to fill in the Parcel! Schedule Number for the lot you are applying for this permit on prior to submittal of the building permit application? Your attention in this is appreciated. YesX 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? YesX_ _ (Please check with the building department about this requirement) 42. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes X__ Not necessary for this project __ 43. Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than 10 persons as per Section 1004 of the !BC to prepare the plans and specifications for the project. Yes Not Necessary for this project _X ___ _ 44. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter. Yes 6 I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. ~~ '""" \\~~ 7/21/09 Signature Date 970-625-5350 Phone: _____ (days); _________ ( evenings) Project Jackrabbit Compressor Station-Bldg. 8-Gensel SW1/4,S33,T5S, R96W, 6th P.M. Project Address: _______________ _ Note: On any of these qnestions you may be required to provide this information. If required information is not supplied, delays in issuing the permit are to be expected. Work may not proceed without the issuance of the pelmit. *Ifyou have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. BpcommDec2007 7 Building Plan Review Description of Work: Bin#: 0-3 Location Address: TWN 5 RGE 96 SEC 29,32,-, CO Case Manager: Ken Smith Plan Case Number: BLDG-7-09-6019 Parcel: 213532100009 Application Date: 07/2112009 , E ngineered Foundation D riveway Permit S urveyed Site Plan S eptic Permit and Setbacks G radelTopography 30% At tach Residential Plan Review List M inimum Application Questionnare S ubdivision Plat Notes Fi re Department Review Va luation Determination/Fees R ed Line Plans/Stamps/Sticker At tach Conditions A pplication Signed P Ian Reviewer To Sign Application Pa rceliSchedule No. 4 0# Snowload Letter -Manu. Homes _____ ,Soils Report Monday, July 27, 2009 Contacts Owner: Berry Petroleum Co. & Marathon Oil Applieant: Berry Petroleum Co. & Marathon Oil Applicant Phone: Email: Planning/Zoning , P roperty Line Setbacks 3 Oft Stream Setbacks FI ood Plain B uilding height 7, oning Sign-off R oad Impact Fees H OAlDRC Approval G radelTopography 40% PI lanning Issues <> ubdivision Plat General Comments: IN ERMIT GARFIELD COUNTY, COLORADO Date Issued 7 ~. ell INSPECTION WILL NOT BE MAIDE UNLESS THiS CARD is POSTED ON THE JOB PermitNo.6LCO-J-09-HS-=)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~-.!UtcltVJ£l 1?D-S~rilJ,.. 't\' 0J_--",D~O-",O _______ _ AddressorLegaIDescripti on-s-~ll Sec. ;,:;.-TS,S -R9(~vJ. Owner _BfJ~·R'I P~~o. /MQRQl-hDI1 O'll Contractor-<I'l--"P'--'l)"'-_________ _ Building PermitType CO'j\l\)iI.1e!<.ciq1., This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Footing Driveway Fo~ndation I Gr~~ting . g _ J 1---[fl _ Insulation (Vi»i lJl!fJn)17f.77LC j)nL, Underground Plumbing Drywall Rough Plumbing Electric fin a! (by State Inspector) (Prior to Final) Rough Mechanical Septic Final Gas Piping FINAL -~/-~O-IO ~;t<~~ Electric Rough (by State Inspector) (You i\.~ust Call For Final1nspgction) (Prior to Framing) Notes Framing 9-/-CJ'1-~ (to indude Roof in place & Windows & Doors installed & Firestopping in place) THIS PERMIT IS NOT TRANSFERABLE For Inspection (.11970-384-5003 -Office 970-945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY THIS CARD ~::eROVED{.k9_0q By F~ PROTECT PERMIT FR4VIHEROAMGE (DO NOT LAM ATE) r-=-----------m .. '---------.......... IOPDI CLIENT !='61 rEf?-PAIS£. PLANT , ) A c..IfJ<.A fiB rr OPTIMIZED PROCESS DESIGNS, INC. ENGINEERS AND CONSTRUCTORS KATY, TEXAS SUBJECT G, EN5 £.1 FQUAI DA TIt) /\/R E fJilj/E./;:JS, L!2J3!;)Jiji"LCf~ FIN N IN G, Pow f,1< 5 Y ST E:!Y) $ : T! F 020 G 8 I 100 tI [0101 i3 //02 DPD II II 0 ," r _ f . /f F"OTfAINT: 10)2. >< (,0-;0 '" 16 '0 " :;) 7 -G" W!3/6ifir • /10 '''' , I. I TP.'f BLOCI<'-17 1-58 ~5 5 . i"J" , /,,," .." /" J ~ , " s '" ') t r' ;;{, It:' "r K cf o :t i v I L I 0 ",}.... ,.:,:) ~,() \:.? \0 SHEET NO. I ,,:':; z DATE :, -00; JOB NO. Cl 70 g {,; BY J \AD CHKD. ON FILL ALLNu/"If3L£ 5.8,;~ .11 d' ii' 2. 5·" 2, ")'1 ;!:.SF >.8/:; .':, "~I \., c;.. L 0 5 V ''''": :;';". W /")'r) f', f.", P_I n.~, "/. "C'·D B v, .0," ;0" ",,'' r' ,.t..' l, l~ 1i A COO!' ;,T/?r'"J I-,..y , .,f,C')}) /55!OI',¥I CON7ROL, nfE STRUt."TVRllL Cr'JLcUUlrioAiS wE:P,{f; DON!:: 13'1 LAI',/DmhR.!<C EA/61INEER.IA!~er Of> TI"D IY!AY f!.2) 2c>o<'-j, n'))' FOLL()IA//llld, fO(IN'O/jTltJN C/'1L(.(}UlTlcyl"!, ARt; g;.lj ::-£!;) UPoN ttlc).G£i fiEA0/!cy/llr; ,\JTtlEG,£t.JP:P,ATOP. slOT "'/£1&1/7 PROYIDED 8'1 FI))!VI/I/6; PoWER 5,/,51£)1)5. TOT,"! L O,L. of G,G/lf, .sET 1 EfYCLO.':;UfI6 , , t. 5!VoyJ L DAD ~ 7 5fS Fy..I (, " 3 "I' :;i S /iEAf<;' 3 (.517 ) t 2 (.776 ') i mO)'Jl)fNF 3 ( 1. 83') l' 2(7. S 6 ') '110" ~ ~ "/'1'" J, ~ 3. Jg~ \ -20). SiC J ] WIND IOPDI OPTIMIZED PROCESS DESIGNS, INC, ENGINEERS AND CONSTHUCTORS KATY, TEXAS =C:L.I:E.:N.:T.. --'''"£'-'N'"'T-'=E_ R''' "P'-=('.Ut.. S.t .E.1 ='--_________" "'.__ _____ SHEET NO, .;:>' /2-PLANT .J A C-I!.RA613!T DATE 5 /0"') ~"'--..LLl.J<"=J::.~_di_":u..L. __ ___.,.__,:__----"-""-,-----SUBJECT ,:;',r;,'-i;c,E7 F6vAIDf'rT/6A! JOB NO, 6 'len?,; 1-=======8:::L::::D::6,::::::,.=..: 17=8"":: ,=)f:A:,= ,-,======:::::======-..:B::Y::.J::,::\!\::I,:!::J=.;C::H=K:=D'===-I 8OJiiC---.0oJ(:;F o ,~_r..£J is vi; N J) I. cLe2 5 .,.5 /J (LId}"., ,,' :!i p" 740 t //6 ",",75 (41) -" i3S I ~ iii ' 45 )( 75 ." 3 "1 !~ -I e "" ?J 4, /g 8 I -_ 6 3 6) i do lib COLORADO STATE ELECTRICAL BOARD 1580 Logan Street, Suite 550 Denver, CO 80203-1941 PERMIT #: 665154 Permit Holder: PYRAMID CORPORATION 2375 LELAND AVE GRAND JUNCTION 815050000 Inspection Report Date Inspected: 02/26/2010 Phone: (970) 257-0800 Fax: ( ) -Email: kelly.nicholes@pyramidcorporation.com Site Owner: LAT 39 34'14.331" LONG 108 10'45.763" MARATHON OIL/BERRY PETROLEUM Status: Accepted Parachute, Garfield County, Phone: Inspection type: Complete Final Partial Inspection:N NEW COMMERCIAL Trim PermitN Inspector: Cyrus Tuchscher 970-625-5085 Corrections: 1) Plaquard for NEC article still needs to be installed 210.5(C) Premises wiring system has branch circuits supplied from more than one nominal voltage system, each ungrounded conductor of a branch circuit shall be identified by phase or line and system at all termination, connection, and splices 2) Control room will require a new permit and inspections 3) Any added heat trace will require new permit and inspections 4) Installer on site making corrections for item #1 above 5) No building permit card available 6) Electric final OK Comments: 3/24/2010 Page 1 West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Date: 8-28-09 & 8-29-09 Inspection Report Client: Phil Vaughan Construction Management Inc. Report #2 Page 1 ofl Project: Enterprise Gas Processing LLC Jack Rabbit Compressor Station Address: Garden Gulch Rd. Building Permit No.: BLCO-7-09-1157 General Contractor: OPD Inspection of shop fabrication or field work at job site: Field Report: Visually inspected the field welding at the tube steel building frame for the G€merator Building #8 Skid Unit G-500. Welding was performed by qualified/certified welders from Kenny's Rig Welding. The field welding inspected above appeared to be in significant conformance with the drawings & details, and appeared to meet the quality requirements of the A WS D 1.1 Structural Welding Code. RECEIVF;1l ~'" 5EP 21 2009 GARFIEL BUILDING f COUNTY PLANNING West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Date: 7-17-09 Inspection Report Client: Phil Vaughan Construction Management Inc. Report #1 Page 1 of 1 Project: Enterprise Gas Processing LLC Jack Rabbit Compressor Station Address: Garden Gulch Rd. General Contractor: OPD Inspection of shop fabrication or field work at .job site: Field Report: Met with Joe Jurek OPD's project supervisor at the job site & exchanged phone numbers. Discussed some of the inspection requirements & procedures in regards to the upcoming construction work at the project that would need to be inspected while Phil Vaughan was out of town. InspectorlTechnician: Douglas E Young B ~ f ~ RECElVEIl S[P 2 1 Z009'~ GARFIELD BUILDING & COUNTy PLANIVlNc Page 1 of 1 Phil Vaughan From: Phil Vaughan [phil@pvcmi.comj Sent: Wednesday, November 25,20093:17 PM To: Andy Schwaliler (aschwaller@garfield-county.com); Ken Smith (ksmith@garfield-county.com) Subject: EPCO-Jackrabbit Compressor Station-Generator Buildings Andy and Ken, As per my discussion 2 weeks ago with Ken Smith, please find architectural and structural drawings attached for the egress stairs for the generator buildings, permits Bldg. 8-#1157 ... Bldg. 9-#1156 and Bldg. 10-#1155. • These drawings address the additional issues brought up by the State Electrical Inspector requesting dual egress from the control side of the generator buildings. 2 sets of sealed drawings are being delivered to Ken Smith today for his review and comment. Ken, please let me know of any comments or concerns that you may have .. The drawing sets consist of the following drawings: GS-1 dated 11/16/09 revision P13436-936-0632-Rev. 0 P13436-936-0632A-Rev. 0 Thanks and please contact me with questions. Sincerely, Phil Vaughan Phil Vaughan Construction Management, Inc. 1038 County Road 323 Rifle, CO 81650 970-625-5350 1112512009 -===~ A _____ S_O_U_d_Cl_ O, _M_il_IC_r_&_As_oS_OC_ O • V ~..l.L"1 i_"t_cS_'_52_9_2_5(_9'/_720_R) _O2_4"3d_-,6_S0_6u7_i t_•C _(B8_7.27_)1 O2_4' G3_·,6a_0n6_d7_ I_•U _"C_t_io_n_,C __O _81_ 5_0_5 fax (970) 241·2845 July 17,2009 Garfield County Building Department ATTN: Building Inspector 108 8'" Street, St. 40 I Glenwood Springs, CO 8160 I Project: Jackrabbit Compressor Station, Garfield County, Colorado RE: Certification of Construction -Generator and Sound Attenuation Skids Stealth Acoustical Drawings Skid Designation 0500 G501 G502 Gentlemen, Jackrabbit Skid No. I 2 3 Please accept this letter as certification of construction for the aforementioned skids. The skids have been constructed according to the plans and specifications prepared by this office. If any questions or concerns arise regarding these skids, please do not hesitate to contact our office at 970-243-60670 Dale Thome, PE Souder, Miller & Associates XC: File Engineers PI~nner·';; Surveyors Arc\,llects Gebt~"chnicr-).l July 1,2009 Project No. STEALA-9E4C-03-325 Dennis Seitz Stealth Acoustical 7051 E. 53'd Place Commerce City, CO 80516 Loveland 970-667-6286 Toll F ...." c 866-379·6252 Fax 970-667·6298 www.landmarkltd.corYl 3521 West Eisenhower Blvd. loveland, Colorado 80537 RE: Review of Ventilation Calculations for Compressor Buildings at Jackrabbit Compressor Station, Garfield County, Colorado Dear Mr. Seitz, Per your request, we have reviewed your calculations for required air flow in the acoustical enclosure bUildings referenced above. We concur with your calculations. Based on those calculations (see attached), a minimum of 2 fans are required. If you have any questions, please contact our office. Sincerely, LANDMARK ENGINEERING, LTD. Attachment ACOUSTICAL & EMISSION CONTROL Project: 3516 Gen-Set Subject: Ventilation Requirements and Calculations The ventilation air flow calculations are based on the following assumptions: 1) Ambient air temperature 95F = 0.05625 Ib/ft3 @7500ft elevation 2) Maximum building internal Temperature of 120F 3) 90% mixing efficiency 7051 E 53'd PL Commerce City CO. 80516 Phone: (303w 289w 8711 Fax: (303) 289-8077 Email;dseitz@stealthacouslica!.com Website: yyww.stealthacoustical.com 4) No additional heat load assumed is assumed for electrical equipment in building. 5) Building 33ft long x 16ft wide x 14ft high = total volume of 7392 ft3 6) Existing Leader Ventilation fans Stall @1.2 inches of Static (see attached fan data sheet. 7) System pressure drop per attached Math Calculation indicate a system pressure drop of 1.75 inches of water. These calculations are based on a air flow per fan of 19,600 cfm @1/8" static (for calc's only) The published radiated heat to atmosphere from Cat 3516 Gen·set data sheet is 7,762 BTU/min x 60 min/hr = 465720 BTH/hr 465,720 BTUlhrTotal BTUlhr heat load into the building. BTU's ejected per air change = Cp of air x (air density x volume) x delta T x mixing efficiency BTU ejected per air change = 0.2405 BTUlLB·F x (0.05625 Ib/ft3 x 7392 ft3) x 25 F x 0.90 BTU's per exchange = 2250 465720 BTU per hour /2250 BTU/change = 206.99 changes per hr 206.99 ch/hr x 7392 ft3 = 1,530,070 cf/hr 1,530.070 cf/hr /60 min/hr = 25,501 cfm Minimum required air flow to maintain rejection of just the 3516 Generator is 25,501 CFM. Best regards, Dennis Seitz Stealth Acoustical & Emission Control Inc. P-303·289-8711 F·303·289-8077 C· 303·304-2349 E·mail dseitz@stealthacoustical.com Web: http://www.stealthacoustical.com Enterprise Jackrabbit Compressor Station Garfield County Design Criteria: Roof Snow Load = 75 psf Colorado Project #: STEALA 9E4C-03-325 July 1, 2009 Building G-500 Wind Load = 90 mph ExposUre C (3sec gust) Floor Live Load = NA (Equipment Skid, by others, is Only Floor) Seismic Load: Site Class C Design Manuals: IBC 2003 NEC2008 AC1318-05 Structural Only -On Behalf Of Landmark Engineering. Ltd. Engineer ing 3521 Wc~t Eisenhower Illvd .. Loveland. Col oro do 80537 (970) 667·6286 • Toll F""", (866) 379·6252 • Fox' (910) 667.6298 www.13nd ... ~rkll<l ... om . r*".tP'I'~'" YoLk,.),b;!; It-(. 0 './.. .f"! :~:::-(l ) • _ 1 __ ~z.r:~ (' r" f ... LL;':'~..i~_;:< ; "~:';" _ L __ _ Log d -:' 10 f> if 75 t"f.( /, " ----------.. --...................... --_ ..... -...... _ ......... _ .. -.. _-.. -.... _ .................... -..... " .......... _ .. _.-. ~ oof 15 ('f.J it :7 vi () /1 Co1" .. & " i~9:-{) ;, 5 () {',,If F,: -I07~ (0$ (I~ /J-,;~ /11.1$ {"i--Ib 17& ,1. Ii" 'h > ;\-1 ... ,.>,:,,_ ." ': I c.. 1$ :;". "f': H;~I:(/,,'/!"'O (.I,y) N& /~ ........ . /'~"~1 '-0" 15 <~ -+~i -)b , r " Ib '" ~~ I I ~' l.· I' \ I [ -~ -______ -1 _____________________________ 1-_ :;: i:2$;4,.(t-Jb -" (3)1 .f:l-'/h :; ,2) 7;? 0 r ~.~(!_ . ~. !_ .. 0.,~2 3 " :; 1;Z~/5 )"n-Ih --}635 ..(-"[ .. /1,. > .t./t:3 ..,c.(. Jk, <,<'" :7 ;:. ,;,.;/iff;,.'!':'. iY1.!u/<"Iz;orJ {J' !----__ ---''--__________________________ :c:. __________ _ '30(0 Ib "', --+-----.. --_._---_._._-_. ! • .r 11-1 k ";" '/{ l' I I ,,:;' :>-: p ( --------------.-------_.-. iJ U 1'37 0 yl ~ "1'70 71.:-1.2 ! ;. i ; /II 5 (' I (' /.,' --J-f £ j 5 y 'J >< /:z ----------------_.-._---_.-.--.. --_._ ..... Head.~ ... ~, COO/flY End.; j!.::::l5 1-t," II L, 7 0/S /0"..,,,;,( .:' 75CjZ .f.-'"f-J),.. T$:; ::z.:3; YJ J.I .5 ~ :; ; "? .1' 3 Title: Job # Dsgnr: Date: 8:21AM, 28 MAY 09 Description: Scope: Multi-Span Steel Beam Description Header Electrical End Code Ref: AISC 9th ASD, 1997 UBC, 20031BC, 2003 NFPA 5000 ksi Spans Considered Continuous Over Supports I Span m n Span ft 7.33 7,33 Steel Section HSSSX3Xl/2 HSS5X3Xl/2 End Fixity Pin"Pin Pin·Pin Unbraced Length ft 7.33 7.33 I Loads ~ E~~d~::: Used This Span ;~ g:::: Yes 0.103 0.150 I m Mmax@Cntr k-ft 0.96 0.96 @X= ft 2.74 4,60 Max @Left End k-ft 0.00 -1.70 Max @Right End k-ft -1.70 0.00 fb: Actual psi 3,110.8 3,110.8 Fb : Allowable psi 30,000.0 30,000.0 Iv: Actual Bending OK Bending OK psi 249.4 249.4 Fv : Allowable psi 20,000,0 20,000.0 I Reactions & Deflections ~ Shear@Left k 0,70 1.16 Shear @Right k 1.16 0.70 Reactions ... DL@Left k 0.28 0.94 LL@Left k 0.41 1.37 Tolal @Left k 0.70 2.32 DL@Right k 0,94 0.28 LL@Right k 1.37 0.41 Total @Right k 2.32 0.70 Max. Deflection in -0.014 -0.014 @X= It 3.08 4.25 Span/Deflection Ratio 6,113.7 6,113,7 I Query Values I Location ~ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Shear 0.70 1.16 0.00 0,00 0,00 0.00 0.00 0,00 Moment k;~ 0.00 -1,70 0.00 0.00 0.00 0.00 0.00 0,00 Max. Deflection 0,0000 0.0000 0.0000 0,0000 0.0000 0.0000 0.0000 0,0000 Description Header Cooler End Information Steel Section: Title: Dsgnr: Description: Scope: Beam Design Job # Date: 1:16PM. 22 MAY 09 Code Ref: AISC 9th ASD. 1997 UBC. 2003 IBC. 2003 NFPA 5000 , PinnedwPfnned Duration Factor Elastic Modulus 1.00 Center Span 29.000.0 ksi Left Cant. Right Cant 15.50 ft 0.00 It 0.00 ft 15.50 ft Bm WI. Added to Loads LL & ST Act Together Lu : Unbraced Length Distributed Loads 0 "~ '" v 1 DL 0.103 LL 0.150 ST Start Location End Location 15.500 Summary \1\;i"~~", ~"j '1"1k,~~ Using: HSS6X4X3/8 section. Span = 15.50ft. Fy = 50.0ksl End Fixity = Pinned-Pinned. Lu = 15.50ft. LDF = 1.000 Moment fb : Bending Stress fb I Fb Shear fv : Shear Stress Iv I Fv Actual 8.228 k-It 10.471 ksl 0.317 : 1 2.123 k 0.507 ksl 0.025 : 1 Allowable 25.932 k-ft 33.000 ksl 83.760 k 20.000 ksl Note! Short Term Loads Are WIND Loads. kilt kilt kilt It It Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Dell Length/(DL +LL Deft) -0.434 In 948.0 : 1 429.0: 1 I ~~~*,-,~'lJi:~«r~~:~~~\;;Hbb"&)Wml¥i~BQ).j(4""dfJ}J("k4:""''''"",{,,,,"'''b'dJ"'~%'l1':!Ti.;'~*''0BB1il%:;~~W'~,~v~:''''''''A':;;'~' N<'Trim5;r;0ElJiJmR0mi"1:!f#i?5/;;t&i~ii;:h"-;;"T'1im~i#h,,,1i#i?i.t'dSJ Max. M + Max. MMax. M@Left Max. M @Right Shear@Left Shear @Right Center Defl. Left Cant Deft Right Cant Deft ... Query Deft@Maximum 8.23 k-ft 2.12 k 2.12 k -0.434 In O.OOOln 0.000 In 0.000 ft Reaction @Lelt 2.12 Reaction @Rt 2.12 Fa calc'd per Eq. E2-2, K'Ur > Cc Depth 6.000 In Web Thick 0.349 In Width 4.000 In Flange Thick 0.349 In Area 6.181n2 Rt 2.000 in Values for LRFD Design ... J 32.8001n4 Cw 14.201n6 DL .J2n!L 3.72 0.96 0.96 -0.196 0.000 0.000 0.000 0.96 0.96 Weight Ixx Iyy Sxx Syy R-xx R-yy Zx Zy «--These columns are Dead + Live Load placed as noted --» LL LL +ST LL LL +ST @Center @Center @Cants @Cants 8.23 2.12 2.12 -0.434 -0.434 0.000 0.000 0.000 0.000 0.000 0.000 2.12 2.12 2.12 2.12 20.99 #/ft 28.3001n4 14.900 in4 9.430 In3 7.4701n3 2.140 In 1.550 In 11.9001n3 8.940 In3 0.000 0.000 0.000 0.000 k-It k-ft k-ft k-ft k k 0.000 in 0.000 In 0.000 In 0.000 In k k ----1---,-----~ ~A10~'1 e Mot FV"4Yr7,,",: L.ool eO" FYI 0( I . 3~ , 75' ~r'l' ',.j:Hi, ----;;:-~ /b,77p ! f:: q'l.<p If' (;t37'<:') : 15S;Z I b ~ ~ 1.... )~ ~A~.~ l'..-;,.e K:,:-" /z r { .~, ! 1 f " 517, '3 I. 5Jl'·Jlb{<1.yrl(.',~~) -:: .-"'~"-'''-''''',"''''----_.,".-~ .• , . '-1-" .:::. 3(1:'1,,, !P~~:)(().3J') J'.. .,. '''j //., .! ," '" .J F ---:>'>1 ~ I ~J j' ," .'( ·7 .', ,...' 1~(JO?li" s: J: '/'? --I!:1 '7 " , .'" (,,;I!,,;< )" '/~---.. -----\---,-I -l' '." 9 -<> I I ,. " '~i '! . .I;: " I b U :;:". (;1 . (, 7 r ) (:: ) 1/6 1" 5f) -:; g _ 'Y p J-P \N1.1/:.>73:C /.:.-') (11.<'fy,&·r) -:: JI-j.J../pf"-! 76? Jb ~"" ~ I.;;l I 1,.; = 76' Ib ') 13'13 Ib 1:3 70 II, /'"' ... ~ ... ~ .. ,>cL _ ,~. __ ,_, .. ___ -+ --,:i i{;:;'!; Ii , i< Y I ;{ t = 12 _ H T Y $+ (3 , ) ( '1" \ c' ;J.. '3 3 J b At -rt',p ".( V.),;:;:!l: At J:5ol! 0'" ('J-( wo ii: 'f' = 1/0 3 Ib ,/; ,~" r J'> :" l'I pl. ,-z w1! '" '111' (,')! l /. Ie'" /,./r "( ,: ;'''' l' ... ;-l ',.;:.I ,~ 3 $.:3 .!j 1'" J-f 5,.. .' /" -7', (/;: I b ;". ::... ""I '-"==-________b_ ,_I .l. ___'-_ __/, _/_ _:'5 ':' _/. _' ______ ... _. ___ !:._,~ ::_:_"!_~ ... C~_:::_<~,.~ II _~_(. .. ~ .I 6 ----r-- 1 1 22 gouge wall/roof Areo.l PeriMeter: Bounding box: Centrold~ MOrlents of inertio.: Product of inertia! Ro.dii of gyro. tion: REGIONS 0,89 sq in 59,69 in X, -10.89 10.26 in y, -0.69 2.46 in X, 0.00 In YI 0,00 in Xl 1.11 sq In sq in Y! 49.47 sq in sq In XY [ -0,57 sq in sq in X, 1.11 in y, 7.45 In Principo.l MOMents (sq in sq in) o.ne! X-Y directions I, 1.10 nlong [1.00 -O.Oll J' 49.48 nlong [0.01 1.00] n panel o.bout centroid: 18 gouge wall cha nel Areo.: PeriMeter: Bounding box: Centroid: MOMents of inertlo.l Product of inertio.: Radii of gyro. tlon: Prlnc!po.l MOMents (sq REGIONS 0.44 sq in 18.54 In X, -1.61 1.61 in y, -2.03 1.02 in XI 0,00 in y, 0.00 In XI 0.45 sq in sq in YI 0,85 sq in sq in XY: 0,00 sq in sq in X, 1.01 in y, 1.39 in In sq in) and X-Y directions 1< 0.45 nlong [1.00.0.00] J, 0.85 along [0.00 1.00] o.bout centroid: ] 18 gouge Ins lotio Areo.: Peril"leterl Bounding boxi Centroid: MOMents of inertio.: Product of Inertia: Ro.clll of gyro. tlon: REGIONS 0,38 sq in 16.10 In X, -0.89 0.16 in y, -3.00 3.00 In X, 0.00 in Yl 0,00 in X: 1.71 sq in sq in Yl 0,03 sq in sq in XY: 0,00 sq in sq 1n X, 2.11 In y, 0.27 in Principal MOMents (sq in sq in) and X -Y directions 1, 0.03 nlong [0.00 1.00] J, 1.71 nlong [-1.00 0.00] I 18 gouge Areo.l PeriMeter: Bounding box: Centroid: MOMents of inertio.: Product of lnertlo.! Radii of gyro. tionl Principal MOMents (sq wall REGIONS 0.44 sq in 18.48 in cop X, -2.02 3.95 in y, -2.42 0.70 in X, 0.00 in y, 0.00 in X; 0,32 sq in sq in Y: 1.75 sq !n sq in XYr 0,25 sq In sq in X, 0.85 in y, 1.99 in in sq in) o.ne! X-Y directions I, 0.27 along [0.99 0.17] J' 1.79 nlong [-0.17 0.99] cI ip o.bout centroid: o.loout centroid: Client: Stealty Acoustical Job No: Enterprise Jackrabbit Compressor Station Date: May. 21, 2009 Foundation Wall Exterior Wall (height of ... ) g ~ "U '" £; 1: 0 '" " .J 'c": ·'iB" "'0" :c2: 'u" c: Wall " 0 ~ 2 ~ .J :I: .J (/) (/) 1 Side L 32.75 0 12 1 I 120 1 End 1 16.167 0 12 1 1 120 Reactions-Electrical End Frame LL = 480 Ib LL = 1370 Ib DL= 280 Ib DL= 940 Ib Mu= 4828 ft-Ib Mu= 4828 ft-Ib Shear = 517 Ib Shear = 517 Ib Floor Live Load 0 Floor Dead Load 0 psf psf psf psf Wall Weight =1 . 10 J psf Snow Load 75 Roof Dead Load 10 Tributary Widths Other Loads (psf) Point Loads Cumulative Loads (plf) g £; ~ .J Cl 5 '5 ;;; "U "U "U ]i + 0 0 6 "> '"" ."" "'" ."" '"" .J u: '" :::i 0 .J 0 0 .J 0 .J 8.083351 8.08 1 1 1 1 606.2511200.8341807.085 1 1 1 1 1 1 1 75 1 130 1 205 .Reac~ions Cooler ,End Frame ' . LL = 480 Ib LL= 1163 Ib LL= 1163 Ib DL= 280 Ib DL= 798 Ib DL= 798 Ib Mu= 4828 ft-Ib Mu= 7510 ft-Ib Mu= 7510 ft-Ib Shear = 517 Ib Shear = 776 Ib Shear = 776 Ib F:\Projects\Structural\Stealth ACCou5tica!\Enterprise Jackrabbit Compressor Station\Calcs Jackrabbit\WaU Loads-Jackrabbit 1 , LEGACY REPORT ER-5280* Reissued January 1, 2002 ICC Evaluation Service, Inc. www.icc-es.org BusinesslRegionaJ Office • 5360 Workman Mill Road, Whittier, california 90601 • (562) 699-D543 Regional Office. 900 Montclair Road, Suite A, Binningham, Alabama 35213 • (205) 599-9800 Regional Office • 4051 West Flossmoor Road, Country Club Hills, Illinois 60478. (708) 799-2305 Legacy report on the 1997 Uniform Building Code ™ DIVISION: 05-METALS Section: 05090-Metal Fastenings DIVISION: OS-WOOD AND PLASTICS Section: 06090-Wood and Plastic Fastenings STREAKERT. STEEL SCREWS, GRABBER DRIVALLTM SELF-DRILLING SCREWS, GRABBERTM COARSE THREAD SCREWS, GRABBERT. PLYWOOD SCREWS AND SUPERDRIVETM SCREWS JOHN WAGNER ASSOCIATES, INC., GRABBER DIVISION 205 MASON CIRCLE CONCORD, CALIFORNIA 94520 HITACHI KOKI USA LTD. 3950 STEVE REYNOLDS BOULEVARD NORCROSS, GEORGIA 30093-3061 1.0 SUBJECT Streaker Steel Screws, Grabber Drivall Self-drilling Screws, Grabber Coarse Thread Screws. Grabber Plywood Screws and SuperDrive Screws. 2.0 DESCRIPTION 2.1 General: All Grabber brand and Streaker screws are manufactured from heat-treated steel wire, conforming to ASTM A 548, Grade 1013 to 1022. All screws used in interior applications will have a coating conSisting of grey or black phosphate, or white or yellow chromated zinc. Screws used in exposed exterior or corrosion environments have the Grabbergard coating. The Streaker and Grabber screws noted in Table 5 are also supplied as Hitachi SuperDrive Screws identified as noted in Section 2.4.2. 2.1.1 Streaker Steel Screws: Streaker screws are selfpiercing, self-tapping steel screws with a special hardened point that allows direct penetration of metal and are for connections to metal up to No. 20 gage in thickness. Streaker Steel screws must comply with SAE J78 and ASTM C 1002. Streaker screws are available in gage Nos. 6, 7, 8, and 10, with flat bugle, pan, hex, trim, or wafer heads. These screws are typically used to connect light-gage, cold-formed steel members or structural elements complying with Chapter 22, Division VII, ofthe 1997 Uniform Building Code'" (UBC), and to connect lath-to-wood, as stated in Section 2.2.6 of this report. 2.1.2 Grabber Self-drilling Screws: Grabber self-drilling screws are self-drilling, self-tapping screws for use in connections to metal of thicknesses from 20 to 12 gage. Grabber self-drilling screws are manufactured in gage Nos. 6, 7, 8, 10, 12, and 14, with bugle, pan, hex, trim, and wafer heads. Grabber self-drilling screws must comply with SAE J78 and ASTM C 954. These screws are typically used to connect light-gage, cold-formed steel members or structural elements complying with Chapter 22, Division VII, olthe UBC. 2.1.3 Grabber Coarse Thread Screws: Grabber coarse thread screwS are for use in wood-to-wood connections. The screws are manufactured in gage Nos. 6, 7, 8, and 10, with flat or wafer heads. The Grabber coarse thread screws must comply with ANSIIASME 618.6.1. 2.1.4 Grabber Plywood Screws: Grabber plywood screws are for use in wood-to-wood and plywood-to-wood connections. The screws are manufactured in No.8 gage, with flat heads, and must comply with ANSI/ASME 618.6.1. The screws have a short threaded length near the screw head for the purpose of attachment to a self-feeding, screw-gun system, typically used to attach plywood and other rated sheathing to structural wood framing. 2.2 Connections: 2.2.1 Metal-to-metal Connections: Allowable shear and tension (pullout) values are listed in Table 1 of this report. The shear values are for a single shear connection, consisting of two sheets of the same material type and thickness. Allowable tension values are for pullout of a screw from a single sheet of steel. For the values listed, steel sheets must conform with ASTM A 653-96, SS Grade 33, with a minimum 33,000 psi (228 MPa) yield strength for steel sheet gage Nos. 25 to 18; and with ASTM A 653-96, SS Grade 50 with 50,000 psi (345 MPa) minimum yield strength for steel sheet gage Nos. 16, 14, and 12. 2.2.2 Attachment of Wood Structural Panels and Particleboard: For the attachment of wood structural panels and particleboard, the use of No.8 Grabber plywood screws must comply with this report and Chapter 23 of the U6C. The screw length and spacing must be as shown in Tables 2 and 2A and Figure 1 of this report. "'Revised September 1 f 2003 ICC·ES legacy reports are nOI to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they (0 be construed as an endorsement 0/the subject 0/the report or (l recommendation/or its use, There is no warranty by ICC Evaluation Service, Inc" expreSs or implied, as to any jinding or other matter in Ihis report, or as /0 any product covered by the report. Copyright © 2003 Page 1 of 6 Page 2 016 2.2.3 Wood Connections: Lateral design loads must be determined in accordance with Part XI of the NDS' using a bending yield strength of 187.400 psi (1292 MPa) for the No. 8 Grabber coarse thread or Grabber plywood screws. Withdrawal design loads must be in accordance with Part XI of the NDS'. 2.2.4 Wood Structural Panel Shear Connections: Use of No. 8 Grabber plywood or coarse thread screws for the attachment of structural plywood and other rated panels to structural wood framing must comply with this report and Chapter 23 of the UBC. The allowable shear values in Table 3 may be used for the design of horizontal diaphragms. The allowable shear values in Table 4 may be used for the design of shear walls. 2.2.5 Attachment 01 Gypsum Wallboard to Wood or Metal Framing: Attachment of gypsum wallboard to wood framing must be done with Grabbercoarse thread screws. Attachment of gypsum wallboard to maximum No. 20 gage thick metal framing must be done with Streaker steel screws. Grabber self-drilling screws must be used for metal thicknesses of No. 20 gage to No. 12 gage. 2.2.6 Attachment 01 Lath-to-wood or Lath-to-metal Framing: Attachment of lath-to-wood framing must be done with Streaker steel screws. Attachment of lath-to-metal framing must be done with Streaker steel screws, to maximum No. 20 gage metal thickness, and with Grabber self-drilling screws for metal thicknesses of No. 20 gage to No. 12 gage. Screw length and spacing must comply with Table 25-C of the UBC. All screws used to connect lath must have wafer heads. 2.3 Installation: Self-drilling and Streaker screw fasteners are self-tapping and installed without pre-drilling holes in the receiving pieces of the connection. Grabber self-drilling screws are recommended to be installed with a variable-speed screw gun set not to exceed 2,500 rpm. Streaker steel screws and Grabber coarse thread and plywood screws are recommended to be installed with a single-or variable-speed screw gun set not to exceed 4,000 rpm. All drills must incorporate a depth-sensitive or torque-limiting nose piece. For metal-to-metal or connections to metal, the installed fasteners must protrude through and beyond the metal member a minimum of three full threads. The distance from the center of a fastener to the end or edge of a steel member or element must not be less than three times the screw diameter. The minimum edge and end distance for connections subjected to shear force in one direction only may be reduced to 1.5 times the screw diameter in the direction perpendicular to the force. Forwood·to-wood connections, including plywood and rated sheathing, installation of the fasteners must comply with Figure 1 of this report and Part XI of the NDS'. 2.4 Identification: 2.4.1 Grabber Screws: Fastener containers are identified by the designation "GRABBER"; description of the type of fasteners (Streaker Steel, Drivall Self-drilling, Coarse Thread, ER-5280 or Plywood), and the coating and length; and the evaluation report number (ER-5280), on the packaging. The minimum bending yield strength is also included as identification on containers of No.8 gage Grabber Coarse Thread and No.8 gage Grabber Plywood screws. Additionally, the head of each fastener is stamped with a "G" as shown in Figure 2. 2.4.2 Hitachi Screws: Fastener containers are identified by the designation "HITACHI SUPERDRIVE"; description of the type of fasteners (Steel, Self-drilling, Coarse Thread, or Plywood), and the coating and length; and the evaluation report number (ER-5280), on the packaging. The minimum bending yield strength is also included as identification on containers of No.8 gage Hitachi SuperDrive Coarse Thread and No. 8 gage Hitachi SuperDrive Plywood screws. Additionally, the head of each fastener is stamped with an "H" as shown in Figure 3. 3.0 EVIDENCE SUBMITTED Calculations and test reports in 'accordance with the ICC-ES Interim Criteria for Tapping Screw Fasteners (AC118), dated July 1996, and the ICC-ES Interim Criteria for Wood Screws (AC120), dated September 1999. 4.0 FINDINGS That the Streaker, Grabber and SuperDrive screws described in this report comply with the 1997 Uniform Building CadeT., subject to the following conditions: 4.1 Fasteners are installed in accordance with the manufacturer's instructions and this report. 4.2 Allowable loads may be increased due to duration of load, such as wind or earthquake forces, except those in Table 3 and Table 4. 4.3 Allowable shear and tension values for metal connections comply with Table 1. 4.4 Allowable shear and pullout capacities for wood connections are as determined in accordance with Part XI of the NDS*, 4.5 Attachment of structural panels and particleboard is in accordance with Tables 2 and 2A. 4.6 Use of Streaker screws for the attachment of lathto-wood or lath-to-metal framing is in accordance with this report, and complies with Table 25-C of the code. 4.7 Use of Grabber Coarse Thread screws for the attachment of gypsum wallboard to wood or metal framing is in accordance with this report, and complies with Tables 25-G and 25-H olthe code. 4.8 Allowable shear values for horizontal plywood diaphragms comply with Table 3. 4.9 Allowable shear values for plywood shear walls comply with Table 4. This report is subject to re-examination in two years. Page 3 of6 ER·5280 TABLE 1-METAL·TO·METAL CONNECTIONS, ALLOWABLE SCREW LOADS FOR TENSION AND SINGLE SHEAR (pounds) GAGE OF MATE+RIAL NOT •IN CON TACT WITH SCREW HEAD GAGE OF MATERIAL IN CONTACT WITH SCREW HEAD GAGE 25 25 20 20 18 18 16 16 14 14 12 12 Thickness (inch) 0.0188 0.0188 0346 0.0346 0.0451 0.0451 0.0565 0,0565 0.0713 0.0713 0.1017 0.1017 Thickness (mm) 18 18 33 33 43 43 54 54 68 68 97 97 Fy = ksl 33 33 33 33 33 33 50 50 50 50 50 50 Allowable Nominal Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Loads Screw (pullout) (pullout) (pullout) (pullout) (pullout) (pullout) Oia. (inch) #7 Streaker 0.151 98 40 327 89 --#8 Streaker 0.164 130 58 314 137 --------#6 $elf-dri!! 0.138 --223 95 319 115 317 ---#8 Self-drill 0.164 272 106 418 136 382 177 405 180 #10 Self~drill 0.19 -271 147 429 166 533 217 558 263 664 433 #12 Self-clrill 0.216 --268 140 435 160 551 233 73\ 231 814 390 #14 Se!f~drlll 0.250 299 96 451 184 594 224 798 241 970 386 V:::: shear T = tension Notes: T 1. V = Single shear capacity in 3 Screw 12r 3 Screw pounds for two pieces of Diameters .... lo{'l..,j ... '\ ..... same-gage steel in Diameters close contact. V ~ i :;7 ,._l i ) V ~:..::J 7 2. T = Tension (pullout) of 'if .-..-..::.~ screw through one piece 3 full threads minimum 3 fulllhreads minimum of steel. 3. Steel sheets conform to ASTM A 653-96, Grade 33 or SS Grade 50. Detail at shear Detail at tension For 51. 1 Inch -25.4 mm, 11bf --4.45 N, 1 kSI --6.89 MPa. "'Unless othelWise noted, for purposes of this report, NOS refers to the revised 1991 edition of, and the supplement to, the ANSl/NFoPA NOS~91 National Design Specification for Wood Construction (NOS) as adopted by reference in Division III, Part I, Chapter 23, of the UBC. TABLE 2-ATTACHMENT OF WOOD STRUCTURAL PANELS AND PARTICLEBOARD"'" PANEL THICKNESS SCREW DESCRIPTION SUBFLOOR 1/2 inch and less No.8 by 13/4~inch Grabber coarse thread or plywood screw AND WALL 19/32 inch -3/4 inch No.8 by 2-inch Grabber coarse thread or plywood screw SHEATHING TO FRAMING 7/a inch ~ 1 inch No.8 by 2'/2~inch Grabber coarse thread screw 1'/8 inches -1 '14 inches No.8 by 2'/2-inch Grabber coarse thread screw COMBINATION 314 inch and less No.8 by 2~inch Grabber coarse thread or plywood screw SUBFLOOR-7113 inch -1 inch No.8 by 2'/2-inch Grabber coarse thread screw UNDERLA YMENT TO FRAMING 1 '/e inches -1'/4 inches No.8 by 2'/2-inch Grabber coarse thread screw For 51. 1 Inch --25.4 mm. 'Installation is in accordance with Figure 1 of this report and Part XI of the NOS .... 2Screws are spaced 6 inches on center at edges, and 12 inches on center at intermediate supports; where spans are 48 inches on center or more, spacing is 6 inches on center at all supports. 3Refer to Tables 3 and 4 for diaphragms and shear walls. Page 4 of 6 ER-5280 TABLE 2A-WOOD STRUCTURAL PANEL ROOF SHEATHING FASTENING SCHEDULE'" WIND REGION FASTENERS PANEL LOCATION ROOF FASTENING ZONE' Panel edges4 Greater than 90 mph (145 km/h) No, 8 Grabber Plywood screws Panel field Greater than 80 mph (129 km/h) Panel edges4 to 90 mph (145 km/h) NO.8 Grabber Plywood screws Panel field Panel edges4 80 mph (129 km/h) or less No.8 Grabber Plywood screws Panel field For SI: 1 foot = 304,8 mm, 1Applies only to mean roof heights up to 35 feet. 1 2 I Fastening Schedule (inches on center) 6 6 6 12 6 12 f) FT. (lNCLUDING 1 FT OVERHANG) x 25.4 for mm 6 6 6 6 6 12 2The screws must be installed in accordance with Figure 1 of this report. See Table 3 for minimum spacing at diaphragms. 3The roof fastening zones are shown above. 4Edge spacing also applied over roof framing at gable~end walls. 3 4 6 4 6 6 12 Page 50f6 TABLE 3-NO. 8 GAGE BY 1'I,-INCH-LONG GRABBER PLYWOOD SCREWS ALLOWABLE SHEAR IN POUNDS PER FOOT FOR HORIZONTAL WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR~LARCH OR SOUTHERN PINE' ER-5280 PANEL GRABBER MINIMUM MINIMUM MINIMUM BLOCKED DIAPHRAGMS UNBLOCKEO DIAPHRAGMS GRADE PLYWOOD SCREW NOMINAL NOMINAL Screw spacing (In.) at diaphragm boundaries (all cases) at Screws spaced 6 inches (152 SCREW SIZE PENETRATION PANEL WIDTH OF IN FRAMING THICKNESS FRAMING continuous panel edges parallel to load (Cases 3 and 4) and at mm) maximum at supported (inches) (inch) MEMBER all panel edges (Cases 5 and 6) edges (Unches) II 25.4 for mm Case 1 (no All other 6 4 I 2"22 I 2' unblocked configurations edtges or (Cases 2, 3, 4, II 25.4 for mm continuous 5, and 6) 6 6 I 4 I 3 Joints parallel to load) II 25.4 for mm x 0.0146 for N/mm ~/,s 2 185 250 375 420 165 125 3 210 280 420 475 185 140 Siructural1 No.8" 13/, 1'1. 'I, 2 270 360 530 600 240 180 3 300 400 600 675 265 200 '!/;n 2 320 425 640 730 285 215 3 360 480 720 820 320 240 ~!'G 2 170 225 335 380 150 110 C-D, e·c, 3 190 250 380 430 170 125 sheathing, and 'I, 2 240 320 480 545 215 180 other grades No.8" 13/. 1'1. 3 270 360 540 610 240 180 covered in USC 2 255 340 505 575 230 170 Standard 23-2 '/'0 3 285 380 570 645 255 190 or 23·3 2 385 190 '%~ 290 575 655 255 3 325 430 650 735 290 215 'These values are for short-term loads due to wind or earthquake, and must be reduced 25 percent for normal loading. Space screws 12 inches on center along intermediate framing members. Allowable shear values for screws in framing members of other species set forth in Table 11A of the NDS· must be calculated for all other grades by multiplying the shear capacities for screws in Structural 1 by the following factors: 0.82 for species with a specific gravity greater than or equal to 0.42 but less than 0.49, and 0.65 for species with a specific gravity less than 0.42, 2Screws must be installed in accordance with Part XI of the NOS· and Figure 1 of this report. TABLE 4-NO. 8 GAGE BY 1'I,-INCH-LONG GRABBER PLYWOOD SCREWS, ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR~LARCH OR SOUTHERN PINE""'" PANEL GRADE MINIMUM NOMINAL MINIMUM SCREW PANELS APPLIED DIRECTLY TO FRAMING PANEL THICKNESS PENETRATION IN Screw spacing at panel edges (inches) (inch) FRAMING (inches) 6 4 3 I 2' x 25.4formm • 0.0146 for N/mm 'I, 230' 360' 460' 610' Structural 1 7/'6 1'/4 2554 395' 505' 670' 15/32 340 510 665 670 CoD. G-G, sheathing, 'Ie 220' 320' 410' 530' plywood panel siding and 7/'6 1 '/4 2404 350' 450' 585' other grades covered in USC Standard 23-2 or 23-3 15/32 310 460 600 770 'AII panel edges backed with nominal2-inch orwiderframing. Panels installed either horizontally or vertically. Space screws at 6 inches on center along intermediate framing members for3fa-inchw thick panel on center and 12 inches on center for other conditions and panel thicknesses. These values are for short-term loads due to wind or earthquake, and must be reduced 25 percent for normal loading. Allowable shear values for screws in framing members of other species set forth in Table 11A of the NOS" must be calculated for aU other grades by multiplying the shear capacities for screws in Structural 1 by the following factors: 0.82 for species with a specific gravity greater than or equal to 0.42 but less than 0.49, and 0.65 for species with a specific gravity less than 0.42. 2Where panels are applied on both faces of a wall and screw spacing is less than 6 inches on center on either side, panel jOints must be offset to fall on different framing members, or framing must be nominal 3-inch or thicker and screws on each side must be staggered. 3Framing at adjoining panel edges must be nominal 3-inch or wider, and screws must be spaced 2 inches on center. 4The values for 3/s-inchwthlck and 7/16winch-thick panels applied directly to framing may be increased to values shown for '5/32-inch-thick panels, provided studs are spaced a maximum of 16 inches on center, or panels are applied with long dimension across studs. TABLE 5-STREAKER AND GRABBER SCREWS THAT ARE ALSO PROVIDED AS HITACHI SUPERDRIVE SCREWS STREAKER/GRABBER HITACHI SUPERDRIVE DIAMETER LENGTH SCREW IDENTIFICATION SCREW IDENTIFICATION [gage (in.)] (In.) Streaker Steel SuperOrive Steel 6 (0.138) 11/4,1 5/8 Grabber Drivall Self~Drilling SuperDrive Self~Orilling 6 (0.138) 11/4,1 5/8 Grabber Coarse Thread SuperDrive Coarse Thread 6 (0.138) 1'/4,1 5/S Grabber Plywood SuperDrive Plywood 8 (0.164) 11/2 , 13/4,2,2'/2,3 For 81. 1 Inch -25.4 mm. *Unless otherwise noted, for purposes of this report, NOS refers to the revised 1991 edition of, and the supplement to, the ANSl/NFoPA NDS-91 National Design Specification for Wood Construction (NOS) as adopted by reference in Division III, Part I, Chapter 23, of the UBC .. Page 6 of 6 3/,' MIN. TYP. For SI: 1 inch;:;::. 25.4 nun. STREAKER AND GRABBER L Ii MAXIMUM PLYWOOD THICKNESS: I max = 'I[ FOR #8 x 13/4" SCREW t max = 31 " FOR #6 x 2" SCREW t max = 1~4" FOR #6 x 2'12" SCREW ER-52S0 --7-llIAMETERS MIN. PENETRATION= 1'/4" FOR #8 SCREW IF REQUIRED TO PREVENT SPLITTING, PREDRILL IN ACCORDANCE WITH USC CHAPTER 23 FIGURE 1 HITACHI SUPERDRIVE FIGURE 2-TYPICAL BOX AND FASTENER HEAD STAMP IDENTIFICATION liVE LOAD ~ 480 Ib DEAD LOAD ~ 280 Ib MOMENT ~ 4828 ft-Ib SHEAR ~ 517 Ib liVE LOAD ~ 1370 Ib DEAD LOAO ~ 940 Ib MOMENT ~ 4828 !t-Ib SHEAR ~ 517 Ib ELECTRICAL END liVE LOAD ~ 480 Ib DEAD LOAD = 280 Ib MOMENT ~ 4828 ft-Ib SHEAR 517 Ib liVE LOAD ~ 606 pi! DEAD LOAD ~ 201 pi! SHEAR = 766 Ib (TOTAL FOR WALL) ENTERPRISE JACKRABBIT COMPRESSOR STATION NOTE: BUILDING HAS NO FLOOR. IT WILL BE ATTACHED TO THE COMPRESSOR SKID, WHICH WILL ACT AS THE FLOOR. NOTE: WALL LOADS INCLUDE BUILDING SHELL ONLY. LIVE LOAD = 606 pi! DEAD LOAD = 201 pi! SHEAR ~ 766 Ib (TOTAL FOR WALL) DESIGN NOTES: 1. ROOF DESIGN SNOW LOAD: 75 P .S.F. 2. ROOF DEAD LOAD: 10 P.S.F. LIVE LOAD = 1163 Ib DEAD LOAD ~ 798 Ib MOMENT = 7501 ft-Ib SHEAR = 776 Ib COOLER END LIVE LOAD"" 1163 Ib DEAD LOAD = 798 Ib MOMENT = 7501 ft-Ib SHEAR = 776 Ib 3. DESIGN WIND SPEED (V3s): 90 M.P.H .. EXPOSURE 'C' .4. SEISMIC PERFORMANCE CATEGORY: C