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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. TWN 5 RGE 96 SEC 29,32,-, CO 213532100009 Owner Information Address Berry Petroleum Co. & Marathon Oil 950 17TH ST Denver CO 80202 Subdivision Phone Contractor(s) Phone Primary Contractor PVCMI Proposed Construction I Details Generator building#9, skid unit #G-SOl (970)625·5350 Ves Valuation: CE calJed on 7/28/09 & left yoicemail perl'nit ready for PU & bal. due is Total Sq Feet: FEES DUE Fee Commercial Building Fee Plan Check Fee Total: Friday, July 31, 2009 Am()unt $542.75 $352.79 $895.54 FEES PAID Inv # BLCQ·7·09·19596 $ 895.54 Check # 5930 Check # 5924 $ 39,321.68 986 $217.91 $677.63 $ 0.00 Section Township Range Cell . Required Inspections: Fo"osp,,"oos ,,", 1 (970)384-5003 Inspection IVR See Permit Record Building Department Copy 2 1 2 3 4 5 6 7 8 9 GARFIELD COUNTY BUILDfNG PERMIT APPLICATION 108 Slh Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212/Fax: 970-384-3470/Inspection Line: 970-384-5003 www.garficld~county.com Parcel No: (this information is available 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) Mai1i1i Address: Ph: Berry Petro/Marathon Oil 950 1 h StSte2400DenverC080202 (303) 825-3344 Contractor: Mailincr Address: Ph: OPD POB 8'10 Katy, TX 77492 281-371-7500 Architect I Engineer: Mailing Address: Ph: Jerry Divin 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 # 9-Skid Unit #G-501 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: e:iNew o Alteration o Addition 11 Garage: Septic: o Attached 0 Detached o ISDS o Community 12 Driveway Permit: Owners valuation of Work: $180,000.00 $ NOTICE Authority. This application for a Building Pennit must be signed by the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with this Application, Legal Access. A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. Other Permits. Multiple separate permits may be required: (J) State Electrical Permit, (2) County ISDS Permit, (3) another penni! required for use on the property identified above, e.g, State or County Highway/Road Access or a State Wastewater Discharge Permit. Void Permit. A Building Pennit becomes nul! and void if the work authori7..ed is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after commencement. CERTIFICATION I hereby certify that 1 have read this Application and that the information contained above is true and correct. I understand that the Building Department accepts the Application, along with the plans and specifications and other data stlbmittcd 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 Pem}it wil! be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the Building Department. In consideration of the issuance of the Building Pennit, I agree that r and my agents wi!! comply with provisions of any federal, state or !ocallaw 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 usc of the structure(s) and facility(ies), described above, are not in compliance ,vith County Regu\ation(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 thc iSst\ance of the Building Pelmit docs not prcvent the Building Official from: (J) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use oflhe Slnlcture(s) or faciJity{ies) if such is in violation of County Regulation(s) or any other applicable Jaw. Review of this Application, including stlbmittals, and inspections of the work by the Building Department do not constitute an acceptance ofresponsibility or liability by the Couuty of errors, omissions or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local Jaws 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 HA VB READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: ~ ~~--~~~ OWNERS SIGNATURE Special Conditions: Adjusted Valuation: Plan Check Fee: "81 ~f. rvs g52.7'1 ISDS Fee: Total Fees~ EE>15 ·-S-4 7/21/09 DATE STAFF USE ONLY Permit Fee: 5f?.75" ~~s~~: 'L-I I 91 Balance Due~ w77J/3 . Manu home Fee: Mise Fees: BPNo& lssue Date: ISDS No & Issued Date: -\lfjp Setbacks: OCCGroup: fi-2. ConstType: Zoning: V.r; :~G DEPT\ l ~ . . ~~ ~~\llif\M AP ROVAL' DATE 7/~/q The following items are required by Garfield County for a final Inspection: I) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned by Garfield County Building Department and posted at the stmcture and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold mnning 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 constmcted to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, andlor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUpy OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a CO. for the building identified in the Building Permit. 7/21/09 OWNERS SIGNATURE DATE Bapplicationdccember2007 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MUL TJ-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 pelmit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this infOlmation 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 documeut to determiue if you have euough iuformation to design your project aud 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. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be in compliance with the 2003 !BC, IPC, IMC, IFGC, and IFC. Applicants are reqnired to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each 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 I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wens (on subject property and adjacent properties), streams or water courses? This infOlmation 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 project_X _ 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? 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? YesX_ _ 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 necessruy for projectX_ _ 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? YesX_ _ Not necessary for this project_ _ 10. Do the plans include design loads as required under the !BC or IRC for roof snow loads, (a minimum of 40 pounds per square foot in Garfield County)? YesX_ _ Not necessruy for this project_ _ II. Do the plans include design loads as required for floor loads tmder the !BC 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? YesX_ _ Not necessary 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 busses? 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 necessary 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 !BC or IRC? Yes_ _ Not necessary for this projectX_ _ 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 !BC 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 human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specif'y safety glazing for these areas? Yes_X __ Not necessary for this project _ 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? YesX_ _ 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 !BC Chapter 3) YesX_ _ 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 necessalY 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 projectX_ _ 4 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes _ Not necessary for this project~_ 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? YesX_ _ 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? YesX 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For comer lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes,_X _ 32. Do you understand that approval for design and/or 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 "Permit" 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? Yes_X __ 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 UnifOlID Codes? YesX_ _ 36. Are you aware that you must call iu for au inspection by 3:30 the business day before the requested iuspection in order to receive it the following business day? Inspections will be made between 7:30 a.m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. 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 Bridge permit; a Colorado Dept. of Highway Permit including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Road & Bridge Department at 625-8601. See Phone book for other agencies 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. YesX 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcel! Schedule Number for the lot you are applying for this permit on prior to submittal of the building permit 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 pennit? 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 ofthe IBC to prepare the plans and specifications for the project. Yes Not Necessmy 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, nnderstand, and answered these questions to the best of my ability. 7/21/09 Signature Date 970-625-5350 Phone: ______ (days); _________ (evenings) Jackrabbit Compressor Station-Bldg. 9-Genset Project Name: _______________ _ SW1/4,S33,T5S, R96W, 6th P.M. Project Address: ______________ _ Note: On any of these questions you may be required to provide this information. If required information is not supplied, delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *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 detelmine 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 constmction. BpcommDec2007 7 Building Plan Review Description of Work: Bin#: D-2 Location Address: TWN 5 RGE 96 SEC 29,32,-, CO Case Manager: Ken Smith Plan Case Number: BLDG-7-09-60IS Parcel: 213532100009 Application Date: 07/2112009 En gineered Foundation Dri veway Permit Su rveyed Site Plan Se ptic Permit and Setbacks Gr aderropography 30% Atta ch Residential Plan Review list Mi nimum Application Questionnare Su bdivision Plat Notes Fir e Department Review Va luation Determination/Fees Re d line Plans/Stamps/Sticker Atta ch Conditions Ap plication Signed PI an Reviewer To Sign Application fa rcel/Schedule No. /40 # Snowload Letter -Manu. Homes /_____ ,Solls Report Monday, July 27, 2009 Contacts Owner: Berry Petroleum Co. & Marathon Oil Applicant: Berry Petroleum Co. & Marathon Oil Applicant Phone: Email: Planning/Zoning Droperty line Setbacks 30ft Stream Setbacks Flood Plain Building height 70nlng Sign-off Road Impact Fees HOAlDRC Approval Graderropography 40% Planning Issues Subdivision Plat General Comments: UILDING PE MIT GARFIELD COUNTY, COLORADO INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB Date Issued _,-'-. -_7}.=q-'---'ct1:::c.'-''--______ Permit No. Bl..cO -:t-Q'-='O'L--'\-"\5. ,.,~"'_ ____ _ 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. Address orLegal Description :;:;;w \ 14 'S Fe :!,~Owner J3e\t\?'1 PeT\to . .I \'iCllUl\-\'\O\,) Oil. un\'r-~ G -'SCl • TI;D-R9(ow. I~olo~ Contractor J)"P-'b"-___________ _ Building Permit Type ~. o.".' 1M-'-'Y'1-'-'e~e'"""-c'_'_iC,,]_'"l _______________________ This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Footing Driveway .~ /7 JJm Foundatiorfl Grouting Insulation r; A !7 '/)577 Undergroutfd Plumbing Drywall Rough Plumbing Electric Final (by State Inspector) (Prior to Final) Rough Mechanical Septic Final Gas Piping FINAL !-?O-/0:77k~~ Electric Rough (by State Inspector) (YOll Must Call For Final Inspection) (Prior to Framing) Notes Framing '1'-3-o"l O.k.~ (to include Roof in place & Windows & Doors installed & Fil'estopping in place) THIS PERMIT IS NOT TRANSFERABLE Fo, Inspection Call 970-384-5003 Office 970-945-8212 108 8th Street, Suite 401 Glenwood Springs, ColoradQ 81601 APPROVED -, ...., 0. .,0:"'\01 Date ' .. L.-n .. L)-' DO NOT DESTR T IS CARD (DO NOT LAMINATE) 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 OIUBERRY PETROLEUM Status: Accepted Parachute, Garfield County, Phone: Inspection type: Complete Final Partiallnspection: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: 8-31-09 Inspection Report Client: Phil Vaughan Construction Management Inc. Report #3 Page 1 of 1 Project: Enterprise Gas Processing LLC Jack Rabbit Compressor Station Address: Garden Gulch Rd. Building Permit No.: BLCO-7 -09-1156 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 Generator Building #9 Skid Unit G-501. 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 AWS Dl.l Structural Welding Code. RECEIVED SEP 212009 . GARFIELD COUNTY BUILDING & PLANNING Page 1 of 1 Phil Vaughan From: Phil Vaughan [phil@pvcmi.com] Sent: Wednesday, November 25, 2009 3:17 PM To: Andy SChwallier (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. -I .. 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 8 J 650 970-625-5350 1112512009 , IOPDI CLIENT £NT';RPf<ISE. PLANT ,) AC.It:I<,A8811 OPTIMIZED PROCESS DESIGNS, INC. ENGINEERS AND CONSTRUCTORS KATY, TeXAS SUBJECT GE:NS£T EQ(JAIDATIO/v p.!5 f f: P,flJC,fi:,I)J3ltW J.1L~ FINN/N&' PC}wfR. SYSTEms: 11 f02068/IOO f/' fOl61Sl102 Opo: "# P/313G ~ "J3/-0S0q II tI p" J IJ rOoTfA/NT: 10:12. ?' Go Cl]O "" /6' 0 " 5 7 -(!, wi3JG,HT ~ I/Of<:-f I , TP-Y BLOCI<'" 17 ~58 ~5 5.13. ; ! /() "'I (17" S 3') H, ;4 ./5 =. 86 KSF SHEET NO. I ",r:. .2. DATE 5 -0 "'I JOB NO. 0 70 g {; BY J \AD CHKD. 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ENGINEERS AND CONSTRUCTORS KATY, TeXAS ;£ f'" 740>'-r 41 '(" t I f () Ie..: 8 OJ j It-5,/3," SO)//(f7"SS') -= .t:?O/(5F :a:r:.. 0,1., r. 7 is W/N/;; L. r. 75 5/VO\U-" 1.P'" 740 tllD t,75 (4;) --815ft? m ~ 45 ')(.75 :: 31)1.-/e; 34/g BI ~ .030,' .t. hit:, SHEET NO. 212.. JOB NO. 070 8C; BY ..,} VII:} CHKD. ~al (_ bl<,03"1\ 5,13,= !7~S8 It If ):r .6filCGI''' 6r .g8/C:SF cJk ~ A Souder, Miller & Associares t 529 25'/2 Road, Suite B-21O' Grand Junction, CO 81505 ~===q ~j[~ _________________________~_ 7_~_M_3_-6_06_7_'_<8_77_)_24_3-_60_6_7_tfu_,x_<_97_0)_2_41_-2_84_5 July 17,2009 Garfield County Building Department ATTN: Building Inspector 108 8th 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 G500 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 970-243-6067. Res home, PE Souder, Miller & Associates XC: File July 1,2009 Project No. STEALA-9E4C-03-32S Dennis Seitz Stealth Acoustical 7051 E. 53'" Place Commerce City, CO 80516 i .',"I"i:tn·,! ';JO-6S/.62:13(, !\., I I 1',·:,,<, ~:;(,(" )J9.(,):,) ('~x '}/')·6(,7·G298 ~'V,''''1 l,lndon:\,-klld,c:Oln 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. VVe 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, Wayne Thompson Colorado PE 35177 WT/db Attachment 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 = 0.05625Ib/ft3@7500ftelevation 2) Maximum building internal Temperature of 120F 3) 90% mixing efficiency 7051 E 53'd PL Commerce City CO. 80516 Phone: (303-289-8711 Fax: (303) 289-8077 Email: dsel!?,@steallhacou~caLr&l.ll Website: Y.:N:t>tL~t@J.tl:l~..QQ!J..§.!L<,;..~L.s.;.Qm 4) No additional heat load assumed is assumed for electrical equipment in building. 5) Building 33ft long x 16ft wide x 14 ft 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 indi<::ate 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 BTUlhr Total BTU/hr 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 ,/,:192 ft3) x 25 F x 0.90 BTU's per exchange = 2250 465720 BTU per hour 1 2250 BTUIchange = 206.99 changes per hr 206.99 ch/hr x 7392 ft3 = 1,530,070 cf/hr 1,530.070 cf/hr 1 60 min/hr = 25,501 cfm Minimum required air flow to maintain rejection of just the 3516 G<merator 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: Rool Snow Load = 75 psI Colorado Project #: STEALA 9E4C-03-325 July 1, 2009 Building G-501 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 NEC 2008 AC1318-05 3521 we~1 Ei,onhQ'NElr Blvd .. loveland. Colorodo 80SJ? (970) 667·6286. 101f FI"", (866) 379·6252 • Fux (910) 667-6298 o ~O(J{': ]) 1?5 ;"'M ---j }.... 0 C(.<1 .":' Lo",d ~ 75;-.1',5.( I 0 p~-f V 3' 5 W=(UT'){75~,d)~ 1:25 p l-f (Wine) = J 7 i' /F ex f' /' £ t]JQ.{t.-1b /11& t-:r';r'l" ~ rZ;; 75:. (_<.f 'f, " .,/~, .. "",,1 " c· r 7 ) 1&, J}:5 ~ . .. /" ' ~" ~ y."" :' I I' J \1/", II {k"".,..l '" I .' I~.:? _?r',!.f {'? '.l ~ 3_l"f5 I' ./-F, j;<') (ye,/! Y) ."-() /11/& -ri-Jb ';~i. -II:> !b :> 1\'1,.. .. :'<.> • . ; /: ::: ;;;.. J 7 "=-~J'_~ ... ;.<! . 7 I i Y1 'i) .-/035 S" ;<.1/)2~},~. 1Y1$a/",!zIOYJ t}:y ~----~~---------------------------------------------------~'.~: > i I I I i -----:~----,,---------L~; >1 d.. I I 1 .of' X P ( J/, _C ----------------------------------,J r--------------'-,'-L:~ 1:370 YlO;;: Cjifo 72._:"" J.:2.! {!OJ --~--------------------------------------- ----------------------He"de ..... ~' Loo/f'Y End: ,R.~J5'-b" ~LL' JibS It<YL'" 7 Of~ I __ <e Ie .IYI,..,..",,,<_" 7£Cj$ ..p~-.lJfJ ~~ :l. :: ; '1.J1 ? :-:; ;.,.7 W,;::' 25:5 WJ-I:~ 15u 3 ,.:2 t.? Title: Dsgnr: Description: Scope: Description Header Cooler End Job # Date: 1:16PM, 22 MAY 09 Page 1 jackrabbil.eCN;Headers Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section: HSS6X4X3/8 Center Span Left Cant. Right Cant Lu : Un braced Length 15.50 ft 0.00 ft 0.00 ft 15,50 ft Pinned~Pinned Bm wt. Added to Loads LL & ST Act Together '>if "(j','»; .',~\~ "'l<;1> . """"",,q """" Start Location End Location ummary #3 #4 15.500 Using: HSS6X4X3/8 section, Span = 15.50ft, Fy = 50,Oksi End Fixity = Pinned-Pinned, Lu = 15.50ft, LDF = 1.000 Moment fb : Bending Stress Ib I Fb Shear fv : Shear Stress Force & Stress Max. M + Max. MMax. M@Left Max. M @Right Shear@Left Shear @Right Center Oef1. Left Cant Deft Right Cant Deft ... Query Deft@Iv I Fv Maximum 8.23 k-ft 2.12 k 2.12 k -0.434 in O.OOOin 0.000 in 0.000 ft Actual 8.228 k-ft 10.471 ksi 0.317 : 1 2.123 k 0.507 ksi 0.025 : 1 DL .J2D!L 3.72 0.96 0.96 -0.196 0.000 0.000 0.000 Allowable 25.932 k-ft 33.000 ksi 83.760 k 20.000 ksi «~-LL @Center 8.23 2.12 2.12 -0.434 0.000 0.000 0.000 -0.434 0.000 0.000 0.000 Reaction @Left 2.12 0.96 2.12 2.12 Reaction@Rt 2.12 0.96 2.12 2.12 Fa calc'd per Eq. E2-2, K'Ur> Cc Section Properties HSS6X4X3/8 Duration Factor Elastic Modulus 1.00 29,000.0 ksi Note! Short Term Loads Are WIND Loads. _, 6 #7 klft k/ft klft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Deft Length/(DL +LL Deft) -0.434 in 948.0 : 1 429.0: 1 LL @Cants 0.000 0.000 0.000 0.000 k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k , ",ll', \'U,""";;MAi$iii"./0hl~iW=$""0J\"(''''Ri!>C').,~,,Ms\iiJ:f.iiiid{,M""i4iii'.,.'M<0,,,,",,,df!"w.#.,,'le,,''' '~''o,~·,;,"'"-,"~'''Wh''7,~b;;_,',"<cKw.0W'%i'S:.1iM~"""";,,,"%i)~,Htf";",*",, . "';''''''M'?' './.<,·CJ·;. ~'." Depth 6.000 in Weight 20.99 #/ft Web Thick 0.349 in Ixx 28.300 in4 Width 4.000 in Iyy 14.900 in4 Flange Thick 0.349 in Sxx 9.430 in3 Area 6.18in2 Syy 7.470 in3 Rt 2.000 in R-xx 2.140 in Values for LRFD Design .... R-yy 1.550 in J 32.800 in4 Zx 11.900 in3 Cw 14.20 in6 Zy 8.940 in3 -1 r ~ A1 0 y-~ e. )'1'(-F Y' C( yr] e g 3:1.. 75 f IT1';;.: 'IJ;JD1"" -;;::-':= U.375 I I T, I "" 77{' Ib < , 4-."J" t-____ "'f'-I-,, I' ..:.-;. T} "' ._ ", /1 f /. f;-517.3Ih Mrw<'<x:' 5'J/,3!h(q.'3-~):;: ;';:;;2$ -fr-Jb 5"J7'.:5 Jb!.4. ,1~!(}::))'! ";: ·~'·~---~"--····-'·-'--~·"-"'-'·"-',r·'· :::;:. 3(t:q,"Jti~",;)((J.3)) L"U ~ /0 ·FI " I b ~(<"'.J!/.' ,~(.loy I h s 5't':~ '"iY;;~ o r H ./;;::. :2 " '7 II ~ f, I' ~ 'tV, ?; r. !" ! E I,I' ! » ""I! I -, " . ,:-, ;' --.. ------'---------. ----I .~. . ~ 1.;'-1 rW~ /.J:::; (;2,.67')(:;. I IIi-Y'5I) -= g.l.( pI";:: tJ "(~1 ;.')(,,,,.q r' .J) " 9 b . .n., f' 1-1' 7bl, }b ') ---_ .. _-_ ............. . /'"r --;t-I 12' r;" o L j ! f} j1:)' ~ P ::::' J"3 70 } b Y J/" 3. :2-C j ) § L 0 ;} :11. y ,:~ r) ,"/".' /,',< .-'; ""r " e)'lel.,: {AJ;i:J., (:J) :t:tS ~('J..f dr;) t 5 I 1 _____ _ IA I,.(t< "z :;;",y, c. .. , _________, _ ______--; L-___, _ ------'_._-_.-?). I, 2 J Ib J",1/r,'!/~.7::: #/0 5r'i/-;!,..,)1 f'1-f " , .? :-' i.::', )10 I b ::::: 0,0 £. J ''''' 6 1 1 22 gouge wall/roof Are-a.l PeriMeter: Bounding box: Centroid: MOMents of Inertio.: Product of inertio.: Radii of gyro. tlon: REGIONS 0.89 sq in 59.69 in X, -10.89 10.26 In y, -0.69 2,46 in X, 0.00 In y, 0.00 In X, 1.11 sq In sq In Y: 49.47 sq in sq in XV! -0.57 sq in sq in X, 1.11 in y, 7.45 In panel Principo.l MOMents (sq in sq in) and X-V directions I, 1.10 ulong [1.00 -0.01l o.bout centroidl 18 gouge Area.: PeriMeter: Bounding boxi Centroid: MOMents of inertia: Product of inertio.: Ro.dii of gyro. tlon: Principo.l MOMents (sq J' 49,48 ulong [0,01 1.00] n wall cha REGIONS 0,44 sq in 18.54 in X, -1.61 1.61 in y, -2.03 1.02 in X, 0.00 in y, 0.00 in Xl 0,45 sq in sq in Y! 0,85 sq in sq in XV: 0,00 sq in sq in X, 1.01 in y, 1.39 in in sq in) o.ncl X-V directions I, 0,45 ulong [1.00 0.00] J, 0.85 ulong [0.00 1.00] el o.bout centroid: ] 18 gouge insulation Areo.l PeriMeter: Bounding box! Centroicll MOMents of lnertlo.l Product of Inertio.l Ro.dii of gyro. t!on: REGIONS 0.38 sq in 16.10 in X, -0.89 y, -3.00 Xl 0,00 in y, 0.00 in 0.16 in 3.00 In Xl 1.71 sq in sq in YI 0,03 sq in sq in XV: 0,00 sq in sq in X, 2.11 in YI 0,27 in Principal MOMents (sq in sq in) ancl X -Y directions I, 0.03 ulong [0,00 [,00] J, 1.71 ulong [-l.00 0.00] I 18 gouge AreO,: PeriMeter1 Bounding box: Centroid: MOMents of inertio.l Product of !nertlo.: Ro.dii of gyro.tlonl Principo.l MOMents (sq wall cop REGIONS 0.44 sq In 18.48 in X, -2.02 3.95 in Yl -2.42 0.70 in X, 0.00 in y, 0.00 In Xl 0,32 sq in sq in Y: 1.75 sq in sq in XYI 0,25 sq In sq in XI 0.85 in y, 1.99 in in sq in) und X-Y directions I, 0.27 ulong [0.99 0.17] J, 1.79 ulong [-0.17 0.99) cI ip o.bout centroid: o.bout centroid: Client: Stealty Acoustical Job No: Enterprise Jackrabbit Compressor Station Date: May. 21, 2009 Foundation Wall Exterior Wall (height 01 ... ) g ~ '0 '" £ :E 0 '" '" -' '" .<1' '0 c '" c C '" :§ 0 Wall .3 '" 0 .8 ~ I -' (f) C'6 (f) 1 Side 1 32.75 0 12 1 1 120 1 End 1 16.167 0 12 1 1 120 Rea'Cijons,-EI_ectrica~:_::_-: __ I . End Frame .'. I r 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 psi psi psi psi Wall Weight ;1 10 psi Snow Load 75 Rool Dead Load 10 Tributary Widths Other Loads (psi) Point Loads Cumulative Loads (pit) g £ '0 -' 5: 0 <5 '0 " '0 '0 ~ '0 + 0 0 ~ .~ '" '" '" .~ '" -' is '" > u:: 0:: -' 0 ::; 0'" 0 -' 0'" -' 8.083351 8.08 1 I 1 1 606.251[200.8341807.085 1 1 1 1 1 1 1 75 I 130 1 205 l .-Rea-ctio-ns:;Cooler· EndF'lllne . 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 AccQustica!\Enterprise Jackrabbit Compressor Station\Calcs Jackrabbit\Wa!! Loads-Jackrabbit LEGACY REPORT ER-5280* Reissued January 1, 2002 ICC Evaluation Service, Inc. www.icc-es.org BusinesslRegional Office • 5360 Workman Mill Road, Whittier, California 90601 • (562) 699-0543 Regional Office -900 Montclair Road, Suite A. Birmingham, Alabama 35213 • (205) 599-9800 Regional Office • 4051 West Flossmoor Road, Country Club Hills, Illinois 60478. (70S) 799-2305 Legacy report on the 1997 Uniform Building Code ™ DIVISION: OS-METALS Section: 05090-Metal Fastenings DIVISION: 06-WOOD AND PLASTICS Section: 06090-Wood and Plastic Fastenings STREAKERTM STEEL SCREWS, GRABBER DRIVALLTM SELF-DRILLING SCREWS, GRABBERTM COARSE THREAD SCREWS, GRABBERTM 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, olthe 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 B18.6.1. 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 ANSIIASME B18.6.1. 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 ofthis 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 UBC. The screw length and spacing must be as shown in Tables 2 and 2A and Figure 1 of this report. *Revised September 1, 2003 lCC-ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recominendation for its use. There is no warranty by ICC Eva/uation Service, Inc., express or implied, as 10 ally jinding or other malter in this report, or as to any product covered by the report. Copyright © 2003 Page 1 of 6 Page 2 of 6 2.2.3 Wood Connections: Lateral design loads must be determined in accordance with Part XI of the NOS' 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 NOS'. 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 of Gypsum Wallboard to Wood or Metal Framing: Attachment of gypsum wallboard to wood framing must be done with Grabber coarse 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 of 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 NOS'. 2.4 Identification: 2.4.1 Grabber Screws: Fastener containers are identified by the designation "GRABBER"; description of the type of fasteners (Streaker Steel. Orivall 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 SUPERORIVE"; 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 SuperOrive Coarse Thread and No. 8 gage Hitachi SuperOrive 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 Bui/ding CodeT., 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 lath· to·wood or lath·to·metal framing is in accordance with this report, and complies with Table 2S·C olthe 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 2S·G and 25-H of the 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 MATERIAL NOT IN CONTACT WITH SCREW HEAD + + GAGE OF MATERIAL IN CONTACT WITH SCREW HEAD GAGE 25 25 20 20 18 18 16 16 I· 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 = ksi 33 33 33 33 33 33 50 50 50 50 50 50 Allowable Nominal Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Sheaf Tension loads Screw (pullout) (pullout) (pullout) (pullout) (pullout) (pullout) Dia. (inch) #7 Streaker 0.151 98 40 327 89 -~r 0.154 130 58 314 137 -------Self-dri!! 0.138 -223 95 319 115 317 -Self-drill 0.164 272 106 418 136 382 177 405 180 #10 Self-driU 0.19 --271 147 429 166 533 217 558 263 664 433 #12 Self-drill 0.216 -268 140 435 160 551 233 731 231 814 390 #14 Self·drill 0.250 299 96 451 154 594 224 798 241 970 386 V:::: shear T:::: tension Notes; T 1. V = Single shear capacity in 3 Screw P-t 3 Screw pounds for two pieces of DiametetS ..... l...r_.L.of":J of" same-gage steel, in Diameters close contact. V ~ ! wt " ! ) V ~:.:J 7 2. T = Tension (pullou1) of :s:~~ screw through one piece 3 full1hresds minimum 3 full threads 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 SI: 1 Inch =2 5.4 mm, 1 Ibf =4 .45 N, 1 kSI --6.89 MPa. *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 (NDS) 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 SUB FLOOR 1/2 inch and less No.8 by 13/4~inch Grabber coarse thread or plywood screw AND WALL 19/32 inch -314 inch No.8 by 2-inch Grabber coarse thread or plywood screw SHEATHING TO FRAMING 7/a inch -1 inch No.8 by 21/2-inch Grabber coarse thread screw 1'/8 inches -11/4 inches No.8 by 21/2-inch Grabber coarse thread screw COMBINATION 314 inch and less No.8 by 2-inch Grabber coarse thread or plywood screw SUBFLOOR-7/3 inch -1 inch NO.8 by 21/2-inch Grabber coarse thread screw UNDERLA YMENT TO FRAMING 11/8 inches _11/4 inches No.8 by 21/2-inch Grabber coarse thread screw For 81: 1 lOch:::; 25.4 mm. llnstallation 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 T~bles 3 and 4 for diaphragms and shear walls. Page 4 af6 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 4 tfFf--ft r-+T---------1--~-+~------+----~--~--f--I J I I I I I I I I I I I iw I I I I (') I I Cl I I 1 0) 102 I CD I /' 2 I liS I I /I 10 I "r i lac Vi I I/,I I I I I 1--1 ___ --' __ 1.. ___ .1._ i I I I For SI: 1 foot = 304.8 mm. 1 Applies only to mean roof heights up to 35 feet. 1 2 I Fastening Schedule (inches on center) 6 6 6 12 6 12 5 fT (INCLUDING 1 H. 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 5016 TABLE 3-NO. 8 GAGE BY1'1,-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 UNBLOCKED DIAPHRAGMS GRADE PLYWOOD SCREW NOMINAL NOMINAL Screw spacing (In.) at diaphragm boundaries (all cases) at Screws spaced \) 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 aU panel edges (Cases 5 and 6) edges (inches) (inch) MEMBER (Unches) Ie 25.4 for mm Case 1 {no All other 6 4 I 2'//I 2' unblocked configurations edtges or (Cases 2, 3, 4, I( 25.4 for mm continuous 5, and 6) 6 I 6 I 4 I 3 Joints parallel to load) Ie 25,4 for mm Ie 0.0146 for N/mm $"6 2 '" 250 375 420 '65 125 3 210 280 420 475 185 '40 Structural 1 NO.8 >< 1'1. 1'1. 'I, 2 270 360 530 600 240 180 3 300 400 600 675 265 200 'S/n 2 320 425 640 730 285 215 3 360 480 720 820 320 240 sl,o 2 170 225 335 380 150 110 3 190 250 380 430 170 '25 CoO, C-C, sheathing, and 'I, 2 240 320 480 545 215 160 other grades No.8" 13/, 11/, 3 270 360 540 610 240 180 covered in USC 2 255 340 505 575 230 170 Standard 23-2 'I'fi 3 285 380 570 645 255 190 or 23-3 2 290 385 255 '90 IS/J~ 575 655 3 325 430 650 735 290 215 1These 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 11 A of the NDS* 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. 2Screws must be installed in accordance with Part XI of the NDS· and Figure 1 of this report. TABLE 4-NO. 8 GAGE BY 1'1,-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 I 4 I 3 I 2' x 25.4 for mm • 0.0146 for Nlmm 'I, 230' 360' 460' 610' Structural 1 7/16 11/4 255' 395' 505' 670' 15/32 340 510 665 670 C-D, CoCo shealhing, 'I, 220' 320' 4104 530' plywood panel siding and 7/'6 1'/4 240' 350' 450' 5854 other grades covered in USC Standard 23-2 or 23-3 15/32 310 460 600 770 'AII panel edges backed with nominal2-inch orwlder framing. Panels installed either horizontally or vertically. Space screws at 6 inches on center along intermediate framing members for %winch-thick panel on center and 12 inches on center for other conditions and pane! thicknesses. These values are for shortwterm 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 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, 2Where panels are applied on both faces of a wall and screw spacing is less than 6 inches on center on either side, pane! jOints must be offset to fall on different framing members, or framing must be nominal 3winch or thicker and screws on each side must be staggered. 3Framing at adjoining panel edges must be nominal3winch or wider, and screws must be spaced 2 inches on center. 4The values for 3/8-inch-thick and 7/1swinch-thick panels applied directly to framing may be increased to values shown for 15/32-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 SuperDrive Steel 6 (0,138) 1'/4,1% Grabber Doval! Self-Drilling SuperDrive Self~Drilling 6 (0,138) 1'/4,1% Grabber Coarse Thread SuperDrive Coarse Thread 6 (0,138) 11/4,1 5/8 Grabber Plywood SuperDrive Plywood 8 (0,164) 1'/~, 1~/4' 2, 2'/2 , 3 For 51: 1 lOch = 25.4 mm, ·Unless otherwise noted, for purposes of this report, NDS refers to the revised 1991 edition of, and the supplement to, the ANSIiNFoPA 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 3/8" MIN. TYP. For SI: 1 inch:;;:, 25.4 mm. STREAKER AND GRABBER /MAXIMUM PLYWOOD THICKNESS: t max = '/," FOR #8 x 1'/,' SCREW t max = '/" FOR #8 x 2" SCREW I max = 1~4" FOR #8 x 2'/," SCREW ER-5280 t.--'f-OIAMETERS MIN. PENETRATION= 1'/," FOR #8 SCREW IF REQUIRED TO PREVENT SPLITTING, PREDRILL IN ACCORDANCE WITH UBC CHAPTER 23 FIGURE 1 HITACHI SUPERDRIVE FIGURE 2-TYPICAL BOX AND FASTENER HEAD STAMP IDENTIFICATION , !e .2 ;! ;: O~~~!:~;~~ 41':~ ~~ ~~:! 'J.:..e.. ~"' ~lOl ~1; g~ ",'" ........ " ·ft 11 ~ Ii ~~ " !. !!! : t:~ , •• . " ~ :! I : ~ , . ,~ ,f ,I ,i ,j ,J .,! ,~ "f l,~ .f ,i i.i ,i !l,~ '~ I'i'~ ,II,~ ~,. "~ l'g '~Il"@:1~1~lm i! "·"",,1·,,,+·1····,·.1, '~~I = . , , . , . : ',' . , : 'I' 'I' , , . , . '1' I j 11 J 11 ~ ) 11111 ~ J 1.111 11 11 UI11 ;1;1;1.1; ul "i • j t! 1 ! ! ~ i !I!! i ~ ~!~ ~I~ ~I~ ~ i i l/j ~I g i J i ' , , g gig J , , " , ·,,·,··'"'···1····,1I, ,1·1·' '·IS· !.. .'1'!. I", B 8 I § e § §? £ _ ?? ~ f 3 ~I!: B 3 ~E: ~ :71! ~j 1·~1 ~ LIVE LOAD = 480 !b DEAD LOAD ~ 280 Ib MOMENT ~ 4828 It-Ib SHEAR ~ 517 Ib LIVE LOAD ~ 1370 Ib DEAD LOAD ~ 940 Ib MOMENT ~ 4828 It-Ib SHEAR ~ 517 Ib ELECTRICAL END LIVE LOAD ~ 480 Ib DEAD LOAD -= 280 Ib MOMENT ~ 4828 It-Ib SHEAR ~ 517 Ib LIVE LOAD ~ 606 plf DEAD LOAD ~ 201 pit SHEAR ~ 766 Ib (TOTAL FOR WALL) ENTERPRISE JACKRABBIT COMPRESSOR STATION NOTE: BUILDING HAS NO FLOOR. IT WILL BE A TTACHED TO THE COMPRESSOR SKID, WHICH WILL ACT AS THE FLOOR. NOTE: WALL LOADS INCLUDE BUILDING SHELL ONLY. LIVE LOAD = 606 plf DEAD LOAD ~ 201 pit SHEAR ~ 766 Ib (TOTAL FOR WALL) DESIGN NOTES: 1. ROOF DESIGN SNOW LOAD: 75 P.5.F. 2. ROOF DEAD LOAD: 10 P.S.F. LIVE LOAD = 1163 Ib DEAD LOAD ~ 798 Ib MOMENT = 7501 ft-lb SHEAR ~ 776 Ib COOLER END LIVE LOAD ~ 1163 Ib DEAD LOAD ~ 798 Ib MOMENT ~ 7501 It-Ib SHEAR ~ 776 Ib 3. DESIGN WINO SPEED (V3s): 90 M.P.H .• EXPOSURE 'C' 4. SEISMIC PERFORMANCE CATEGORY: C