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BP-2377 CO-6791.pdf
Certificate of Occupancy Building & Planning Department Garfield County, Colorado No change in the character of occupancy of a building shall be made without a Certificate of Occupancy-(Chapter 1 IRC, IBC) This certificate is issued pursuant to the requirements of Chapter1 of the IRC or Chapter 1 of the IBC certifying that at the time of Issuance, this structure was in compliance with the various codes adopted by the County regulating building construction or use for the following. CO Number: CO-6791 Group S-l Owner Williams Production RMT Building Sec33, T6S, R96W Address PARACHUTE, CO 81631 Contractor William Field Services Co, LLC Permit No, BLCO-2-12-2377 Type of Construction VB Owner PO Box 370 Address Parachute, CO 81635 Locality: 217133200019 Contractor Address Tulsa, OK 74172 Date of Final Inspection 06/13/2012 Work Description: Installation of a Gas Chromatograph Building with a CDOH insignia affixed. Issuance of a Certificate of Occupancy shall not be construed as an approval of a violation of the provisions of this code or of other resolutions or zoning codes of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or of this code or of other resolutions of the jurisdiction shall not be valid, (Chapter 1 IRC, IBC), Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601-Phone: (970)945-8212 Fax: (970)384-3470 Project Address 5ec33, T65, R96W PARACHUTE, CO 81631-Owner Information Williams Production RMT Parcel No. Subdivision 217133200019 Address PO Box 370 Parachute CO 81635 PO Box 370 Parachute CO 81635 Permit NO. BLCO-2-12-2377 Permit Type: Commercial Building Wolk Classification: New Permit Status: Active Issue Dale: 3/13/2012 Expires: 09/09/2012 Section Township Range Phone Cell 970-683-2288 Contractor{sl Phone Primary Contractor Required Inspections: William Field Services Co, LLC Proposed Construction I Details Gas Chromatograh building FEES DUE Fee Commercial Building Fee Manufacture Fee Plan Check Fee Total: Tuesday, March 13, 2012 (303)629·8417 Yes Valuation: $ 1,152.00 Total Sq Feet: 128 FEES PAID Amount InvTola1 Paytype Am! Paid Am! Due $44.85 $400.00 $29.15 Inv # BLCO-2-12-21689 $ 474.00 $474.00 Credit Card Credit Card $428.99 $45.01 $ 0.00 Fo, '",p,"'o", "II, 1 (888)868-5306 Inspection IVR See Permit Record Building Department Copy 2 ~:~~~~£;::::;~;'~CL~r~:fiqz~e~rZ~;df~C~:'~~~LL~rz~~,_-=rfl 3 ~ 3 7012 lOS ~h So'eel. Suire -101. Glellwood Sprillgs. CO 8 1601 GARFIELD ~ OUNTY Ph:970·9-1j·8212 f~r:9 70·38-1·3-1-10 Ill spectioll Lille:888.868.j306 G BUILDING & PLANNINGB ",,,,,,,.garlie Id-COUllt y .com Cp BUILDING PER~IIT APP! ICATION Parcel No: (Ihis iI!(imnutiIJI/h ami/ahl" ,lI lhe m .leS.lvr.I' (!(lict! 9 i()-9~5-913-1) I Lot No: Block No: Subd.l Exemption: 2171·332·00·019 2 Job Address : (((UII alltln'ss has /III/ncclI a.l'.I'i}!,IICd. pl"a~.: pmride (R. HltT " r SII"(,('/Nal//e & ('/Iy) or and lega l description SE 1/4, SE 1/4 of Section 29, T6S, R96W of the 6th PM. Parachute, CO 81635 3 Owner: (propl'rI)'Oll"lIa) Williams Production RMT Co. 4 Contractor: Williams Field Services Company, LLC 5 Manufactured home installer: NA 6 Architect: NA 7 Engi neer: Boris Vilner P.E. 8 Sq. Ft. of Building: 128 s.f. 9 Mailing Address: Ph: P.O. Box 370 Parachute, CO 81635 970·285·9377 Mailing Address: Ph: One Williams Center Tulsa, OK 74172 Attn . Eric Miller (303) 629-8417 Mailing Address: Ph: Mailing Address: Ph: Mailing Address: Ph: 8450 E Crescent Parkway Greenwood Village. coaOll1 303·714·4840 Sq. Ft. or Acres of Lot: I-Ieight: 1,333.02 acres +/-8 feet All Ph: Alt Ph: Lic #: All Ph: Alt Ph: No. of Floors: 1 Use of Building: []Residential 0lColl1Jllercial DOther I Class of Work: 0 New ~Iterati on DAddilion DRepair DDemo DMove 10 II 12 Describe Work: Installation of a Gas Chromatograph Bui lding with a COOH insignia affixed. Garage: I Septi c: DAttached DDetached [] ISDS D Cotlltllunit)' Driveway Permit: Existing access from County Road 215 Please call Phil Vaughan 970-625-5350 when permit is ready Type of Heat: DNa!. Gas Owners valuation of Work: $148,000.00 DPropane 01Electric i'\OTICE DOther .-\ uthor ity. This applica tion for a Building Pl.'"nuit must be sigued by the Owuer of the property. described abOI·e. or an authorized agent If the siguature below is uot th31 of the 0" ncr. 3 Sl.'"pam te letter of authority. signl.'"d by th l.'" Owner. must bl.'" prol·idl.'"d with this Applicnt ion . Legal .-\cccss. A Building Penuit cannot be issul.'"d without proo f of Il.'"gal and adequatl.'" access to the propl.'" rty for purposes of iuspectious by the Building Depart lll crn . Other Permits. 1\ lu lt iple scparate pcnnits Illay be required : ( I) Stme Electrical PemliL (2) County IS OS Penni!. (3) an01hcr pennit required for usc on the propeny ide11lified abovc. e.g. State or County Highway! Road Access or a State Waste"ater Oi schargl.'" Pennit Vo id Permit. :\ Bui lding Penllit becomes nu1J and void if the work authorized is not commenced within 180 days of the date of issuance and if 1\ ork is suspended or aba tKlolled for a period of 180 days after commencement. CERTlFlC-\TlOI\ I hereby certify th at I have read this Applica tion and that the infonnation contained abo\·e is true and correct. I understand that the Building Oel)artment accepts the Appl ication. along with the plans and specifications and other data submiued by me or on my behalflsubmiuals). based upon my cenification as to accumcy. Assuming cotnpleteness of the subminals and appro\·al of this Applicatiou. a Building Pennit will bl.'" issued granting pennission to me. as 0 \\ ncr. \0 construct the structure!s) and faci lities detailed on the submittals rev iewed by the Building Oepanmettl. In consideration of the issuance of tlte Building Penni!. I agree tltat I and my agl.'"lIts \\ in comply \, itlt provisions of any federal. SUlIe or local law reg ulat ing the work and the Garfield County Buildi ng Code.1SOS regulations and appli cable land lise regulations (County Regulat io n(s)). I acknowledge that The Bu ilding Pennit Illay be suspended or rel·oked. IIpon n01ice fi·om the Counly. ifthl.'" location. constnlc tion or lise of the stnlct ure(s) alld fa cility(ies). described above. are not in compliance \\ ith County Regu lation( s) or any ot hl.'"r applicable law I hereby granl pennission to The Building Depanmcnt to enter the propr:Tly. describr:d abol e. to inspect the work I funhn acknowledge that The issuallCe oft hc Build ing Pennil does not prevent the Building Official from: I I ) requiring the correction of I.'"rrors in the submillals. if any. discovered after issuance: or (2) Slopping constnlction or usc of the SlmClurd s) or faei lity( ies) if suclt is in \·iolal ion of County Regulation( s) or any other applicable law . Review of this Application. including submitta ls. and inspections of the work by the Build ing Department do nOt consti tu te an acceptance of responsibility or liabiliTY by the County of errors. omissions or discrepancies. As the OI\"l1cr. I acknol\·ledge thm responsibility for compliance with federal. sta te and Jocal laws and CoulllY Regulat ions rest with me and my authorized agent s. including without li mitation Illy architect designer. engi neer andl or builde r. ]] ]EREBY ACKNO(?~]~ R~':D U:~ERST\N D:]]E '02:~:t:: CERT]FlC'T]ON ADm E OWNERS SIGNATURE '()' ~ D·\TE Special Conditions: Adjusted Valuation: Plan Check Fee: Permit Fee: 1\lanll hOllle Fee: \-lisc Fees: 1/ISZ , Q!2 L/C)O.~ -Tolal Fees: Isns No & Issued Date: '-17 '--/, DO Fees Paid: ItIBLJS.OI DP No & Issue Date: leuo-9311-Balance Due: 4 2-9 ,90; Setbacks: OCC Group: , r /F (0°1 elOOt .5 100 Const Type: Zoning: 5 1 ~L APPROVAL DATE /API'ROVAL DATE / Building Plan Review Description of Work: Gas Chromatograh building Bln#: Location Addre •• : PARACHUTE,CO 81631 Case Manager: David Bartholomew Plan Ca.e Number: BLDG-2-12-7152 Parcel: 217133200019 Application Date: 0212:>'2012 Building /Engineered Foundation /Driveway Permit /Surveyed Site Plan f0(/P Septic Permit and Setbacks /' GradelTopography 30% /'fA-Attach Residential Plan Review List /Minimum Application Questlonnare tfA Subdivision Plat Notes HIr Fire Department Review /Valuation Determination/Fees /Red Line Plans/Stamps/Sticker /7 , Attach Conditions Application Signed /7 Plan Reviewer To Sign Application 7 c Parcel/Schedule No. 40# Snowload Letter -Manu. Homes /Soils Report Friday, March 9, 2012 Contacts Owner: Williams Production RMT Applicant: Williams Production RMT Applicant Phone: 97~83-2288 Email: Planning/Zoning /___ :---,Property Line Setbacks ___I __ .30ft Stream Setbacks __/_ __. FIOOd Plain + Building height ____ -"-70ning Sign-off __M-" .0...-','1_-lROad Impact Fees __/-l },Y,,-I-f_ _I HOAlDRC Approval ___/-,-__G radeITOPOgraPhY 40% /__j--j.,--_Planning Issues -------i;Subdivision Plat General Comments: /i")'t¢lI 1,4 e ~t'~lte #(A11UI. /fe 7V7.4L.c-/fW1fY', ---£fygf' 29. /.5' $"00. ()() t?7r 00 , Lif.O/~z8,99 CON DITIONS OF PERM IT BLCO-2-12-2377 Williams Production/Bargath-Williams Chromatograph Building Starkey Compressor Station Parachute, Colorado 1) ALL WORK SHALL COMPLY WITH THE 20091BC, AND MANUFACTURERS SPECIF ICATIONS. 2) ALL WORK SHALL COMPLY WITH THE CONDITIONS OF THE CURRENT LAND USE PERMIT. 3) ALL WORK SHALL COMPLY WITH STATE AND FEDERAL REGULATIONS. 4) ENGINEER SHALL FIELD VERIFY STRUCTURAL FILL AND PRECAST FOUNDATION PLACEMENT. PROVIDE APPROVAL REPORT AT CO/FINAL INSPECTION. 5) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION. 6) FIELD VERIFY CD.O.H. INSIGNIA IS AFFIXED AT CO/FINAL INSPECTION. 7) ROOMS WITH STORAGE BATIERY SYSTEMS HAVING A LIQUID ELECTROLYTE CAPACITY OVER 50 GALLONS, OR A LITHIUM-ION CAPACITY OF 1000 POUNDS USED FOR STAND BY POWER REQUIRES ONE (1) HOUR SEPARATION PER IBC, TABLE 508.2.5. 8) LOCKS, LATCHES AND LANDINGS PER 20091BC, SECTION 1008. 9) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. Project Information Project # 223-11 Title Bargath LLC Transmittal Transmittal # Date 3 February 23, 2012 Address Starkey Compressor Station-SE 14, SE 1/4 of Section 29, T6S, R96W of the 6'h P.M. Due Date Sender City, State, Zip Parachute, CO 81635 Subject Country USA From Contact Philip Vaughan Company Phil Vaughan Construction Inc. Address 1038 County Road 323 City, State, Zip Rifle, CO 81650-8607 Country United States of America Phone (970) 625-5350 Fax (970) 625-4522 I Remarks Management, To Contact Company Address City, State, Zip Country Phone Fax David Bartholomew Hand Starkey Comp Station Gas Chromatograph Bldg. Permit Application Gartield County Building Dept. 1 08 8~ Street, Suite 401 Glenwocd Springs, CO 81601 USA 970-945-8212 Dave, please find our building permit application and support materials attached. Thanks and please contact me with questions. Sincerely, Phil Vaughan 6 7 2123/12 plant inspection of preP.E. Page 1 of 1 GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfield-county .com COMMERCIAL OR MULTI-FAMILY BUILDING PERMIT NOTE: In order to understand the scope of work intended and to expedite the issuance of a permit, it is important that complete information be provided. Please review this document to determine if you have adequate information to design your project and to facilitate a plan review. COMMERCIAL OR MULTI-FAMILY BUILDING PERMIT APPLICATION CHECKLIST This checklist is to be used with all commercial or multi-family construction. APPLICATION FORM: Please make sure the following information is provided on the application. • Parcel number obtained from the County Assessor's Office. • Job address (assigned physical address). • Legal Description: lot, block, filing, subdivision or tract, section, township and range. • Owners name, mailing address, phone, fax, or cell. • Contactors name, mailing address, phone, fax, or cell. • Architect/Engineer's name, mailing address, phone, fax or cell. • Building size, height, number of stories, lot size. • Use of building (commercial) • Class of Work (new, addition, alteration, repair, demo, move, other) • Description of work. • Type of heating (natural gas, propane, electric, other) • Sewer system (Community or ISDS), also see other items below. • Garage (attached or detached) • Driveway permit (please see other items below) • Valuation (labor and materials) OTHER ITEMS: • If you anticipate obtaining a water-tap from the City of Rifle, please provide a letter indicating that the City will provide water service. (Required to submit building permit application). • ISDS requires a septic permit application to be submitted with the building permit application. • A separate electrical permit must be obtained from the State of Colorado Electrical Board. • Prior to submittal of a building permit, you are required to show proof of legal and adequate access to the site. This may include proof of right to use a private easement, County Road & Bridge permit, or Colorado Department of Highway permit, including a Notice to Proceed. The County Road & Bridge Department can be reached at 970-625-8601 . • If you anticipate excavating or grading prior to issuance of a building permit, you will be required to obtain a separate grading permit. • If you belong to a Homeowners Association (HOA), it is your responsibility to obtain written approval, if required. • Provide copies of any Resolutions and/or Land Use Permits associated with this property. • Projects with more than ten (10) occupants require plans sealed by a Colorado Licensed Design Professional. Occupant load shall be calculated by IBC Table 1004.1.1. • A Colorado State Licensed Electrician and Plumber must perform installation and hook-ups. BUILDING PLANS: Two (2) sets of plans must be submitted. Plans must be 18"x24" minimum size, complete, identical, legible, and to scale. Certain projects may also require a third copy of the plans be submitted to the local Fire District for review prior to permit issuance. All plans will be checked at the counter for completeness. If any of the required information is missing, the building permit application cannot be accepted. SITE PLAN: Please make sure the following information is provided on the site plan. o Property address/legal description. o North Arrow and Scale on each page. o Show all property lines, building envelopes, flood plain, and easements. o Provide setback distances from boundaries, buildings, septic, well, and waterways. o Location and direction of the county or private road and driveway accessing the property. o Proposed and existing structures include sheds, barns, decks, patios, and any other buildings. o Existing and proposed grade, positive drainage around structure (to be contained on site). o Streams, rivers, creeks, springs, ponds and ditches. o Existing and proposed wells, septic tanks, leach fields, and other systems. (if applicable) o Retaining walls (engineer stamped detail required for walls over four (4) ft, measured from bottom of footing to top of wall). NOTE: Any site plan depicting the placement of any portion of the structure within fifty (50) feet of a property line or not within an established building envelope shall be prepared, stamped, and signed by a licensed surveyor. For structures to be built within a building envelope, provide a copy of the recorded subdivision final plat with the proposed structure located in the building envelope. COVER SHEET: o Project identification. o Project address and/or legal description. o Design specifications to include building use and occupancy classification, type of construction, building height and area calculations, occupant load, and fire sprinkler systems. ARCHITECTURAL PLANS: Please provide the following information on the architectural plans. o Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Design Professional stamped plans. o Minimum four (4) elevations (N,S,E,W) o Floor plans for each level including dimensions and scale noted. o Clearly label each room or space (office, storage, mechanical, elevator, etc). o Wall types; clearly labeled and referenced. Identify all fire resistive wall construction. o Construction details for all fire resistive elements referenced on floor plans and cross sections. Include wall, floor/ceiling, roof/ceiling, shaft wall assemblies, and structural frame. Provide the fire resistive listing number referenced on each assembly detail. (ex. UL P123) o Window & door sizes, types, and operation and direction of swing noted on the floor plan. o Specify roof slope/pitch, roof covering, and siding materials. o Energy design specifications/details for R-values, U-factors, and SHGC's per IECC. o Stair and guard details specifying rise, run, height and spacing. o Accessibility; show compliance with accessibility requirements for all elements of the building per IBC, Chapter 11 and ICC/ANSI A 117.1, ADA, FHA, and UFAS. STRUCTURAL PLANS: Please provide the following information on the structural plans, • Per C.R,S, 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Engineer stamped plans, • Engineered foundation design per soils report, Geotechnical report referenced, • Design specifications to include roof and deck snow load, wind and seismic design, frost depth, • Foundation plan showing complete footing and foundation dimensions, • Footing and foundation details specifying reinforcement referenced on plans, • Framing plans for each floor level and roof, All beams, columns, jOists, rafters, trusses and all live/dead loads specified, • Framing /connection details referenced on plans, • Pre-manufactured structures require an engineers stamp, signature, and date, MECHANICAL PLANS: Please provide the following information on the mechanical plans, • Per C,R,S, 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Engineer stamped plans, • Energy design calculations and details verifying compliance with the 2009 IECC, • Floor plans for each level showing size, location and materials of all ductwork, plenums, return and outside air intake registers, • Size and location of all combustion air ductwork and openings, • Size, type and termination of all gas appliance flues and vents, • Location of all fire and combination smoke/fire dampers, • Equipment schedule for all mechanical equipment (boiler, furnace, exhaust fans, etc), • Commercial kitchen hood location, hood and duct sizes, CFM calculations, PLUMBING PLANS: Please provide the following information on the plumbing plans, • Per C,R,S, 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Engineer stamped plans, • Floor plans for each level showing DWV layout and sizing, materials, slope and sewer location, • Water piping materials, length and size of pipe, water meter location, fixture unit demands, location and type of backflow prevention devices, • Gas piping materials, length and size of pipe, gas meter location, and BTU/hour demands, • Additional piping plans for roof/deck drains, condensate, medical gas, etc, • Plumbing fixture schedule for all plumbing equipment. • Commercial kitchen plumbing fixtures, food preparation equipment, grease interceptors, etc, ELECTRICAL PLANS: Please provide the following information on the electrical plans, • Per C,R.S, 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Engineer stamped plans, • Floor plans for each level showing location of lighting fixtures, switches, receptacles, emergency exit signs and lighting, and panel location, • Diagram showing service entrance, conduit/wire size, main disconnect size, grounding electrode/conductor size, feeder conduit/wire size, transformers and generators, • Panel schedule showing bus/breaker sizes, circuit description, voltage, phase, amperage, etc, NOTE: If any required information is missing, delays in issuing the permit are to be expected. If determined by the Building Official that additional information is necessary to review the application and/or plans for compliance, the application may be placed on hold until the required information is provided. Work may not proceed without the issuance of a permit. The building department will collect a Plan Review fee at time of application submittal. The Permit Fee, as well as any Septic or Road Impact fees will be collected when the permit is issued. The permit application must be signed by the owner or by a person having written authority from the owner to act as their representative. I hereby acknowledge I have read, understand, and will abide with the requirements of this checklist. s;go:'::::"~ ~~ 2/23/12 Date Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: 970-945-8212 Fax 970-384-3470 www.garfield-county.com GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2009 IRC, IBC, IFGC, IMC, IPC, 2009IECC. Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measnred at the roof! Not ground): 40PSF up to 7000ft. elevation. 50PSF 700 I ft to 8000ft. 75PSF 8001ftto 9000ft. 1 OOPSF 9001 to 10000ft. !!! ALL SNOW LOADS ARE MEASURED HORIZONTALLY AT THE ROOF NOT THE GROUND!!! Seismic design category: B Weathering probability for concrete: Severe. Termite infestation probability: None to slight. Wind speed: 90mph. Decay probability: None to slight Wind Exposure: B orC (see section R301.2.IA) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 160ver 7000ft. elevation. Air Freezing Index: 2500deg F -days to 7000ft.; over 7000ft. to be determined by Building official Ice shield under-Iayment required. Mean Annual temp: Variable SEE 2009 IECC FOR INSULATION AND ENERGY REQUIREMENTS. 8 STARKEY COMPRESSOR FACILITY LEASE AND AGREEMENT (SURFACE) State: Colorado County: Garfield Lessor: Williams Production RMT Company LLC Lessor's Address: 1515 Arapahoe Street, Suite 1000, Denver, CO 80202 Lessee: Bargath LLC Lessee's Address: 1515 Arapahoe Street, Suite 1000, Denver, CO 80202 Effective Date: October 19, 2010 In consideration of the rental provided below, to be paid by Lessee to Lessor, each named above, Lessor grants, leases and lets to Lessee the tract of land (the "Lands") for the Compressor Facility Site located in the county and state named above, and described on Exhibit "A" attached hereto and made a part hereof. This Compressor Facility Lease ("Lease") shall be for a primary term of twenty years ("Primary Term") form the Effective Date stated above. With the execution of this Lease, Lessee has paid to Lessor the sum of $10.00 and other good and valuable consideration as rental compensation for the Primary Term of his Lease, the receipt and sufficiency which is hereby acknowledged. Lessee agrees to furnish Lessor a recordable Release of the rights granted under the terms of this Lease at the termination of this Lease. As part of the consideration for this Lease, Lessee agrees to hold Lessor harmless from any and all claims, damages, suits or obligations, claimed or asserted against Lessor by reason of Lessee's operation or business on the Lands and against any and all parties asserting such claims, and to defend Lessor in any and all suits brought against Lessor by reason of Lessee's operations on the Lands, all at Lessee's expense. Lessee covenants and agrees to pay any taxes which may be levied upon or assessed against structures, fixtures or the equipment which may be owned, built or installed on the Lands by Lessee. This is a surface lease only and shall not be constructed to limit Lessor's right as the owner of minerals in and under the Lands. 1 Without restricting or limiting the general and exclusive rights, privileges, powers, purposes an uses granted to Lessee, by the enumeration of the matters set out below, it is specifical1y agreed that the Lands leased pursuant to this Lease may be used, occupied and enjoyed by Lessee for the fol1owing purposes: Constructing, erecting, instal1ing, operating, maintaining, inspecting, using, replacing, repairing, moving on and removing from the lands a compressor station and/or gasoline plant and/or gas purifying, dehydrating, treating and cleaning plant and al1 buildings, warehouses, garages, storages facili ties and structures of whatever kind, together with any machinery, engines, pumps, equipment, appliances, facilities, meters, heaters, drips, cooling towers pipelines, telephone lines, electric transmission lines, and any other structure as may be necessary, convenient, or desirable to Lessee in its operations in carrying on its business in which it is now engaged or may hereafter be engaged. Lessor's grant to Lessee includes the right to dig and/or dril1 a water wel1 or wel1s on the Lands and use water produced from such wells in Lessee's operations. In the event it becomes necessary to drill a water well or wel1s on the Lands, lessee agrees to lease casing in such well or wel1s for use by Lessor when this Lease terminates and the Lands are vacated by Lessee. Lessee is granted the right to lay, repair and remove lines of pipe for water, gas or oil over adjacent lands of Lessor, and erect and maintain telephone lines and electric transmission lines, at a reasonable consideration or compensation to be paid to Lessor, with the right of ingress and egress for such use and purposes at al1 times. Lessee shal1 have the right to do and perform any act on Lessor's adjacent lands as may become necessary to project Lessee's property in case of flood or fire, and to prevent the spread and loss of oil and other liquids. Lessee warrants and agrees that it will comply with any and al1 laws, ordinances, orders, rules, regulations, standards and licensing requirements of any state, federal, municipal or local authority or agency, now in force and effect or which may be passed, enacted, issued, revised, required or later promulgated, incident to or arising out of or in any way connected with the Lessee's utilization of the Lands or any activity conducted under, pursuant to or by virtue of this Lease. Lessee agrees that it will not discharge, dump, bury or store for purposes of disposal, pol1utants of any kind on the Lands or into or on any water on, adjacent to or in the areas of the Lands, including but not limited to, pollutants such as oil, chemicals, toxic substances or materials, hazardous wastes, or hazardous substances, including pollutants as the same may be defined in any federal, state or municipal laws, rules, regulations, or ordinances. Lessee specifically agrees to ful1y indemnifY and holds Lessor harmless from and against all claims demands losses, costs for removal and/or cleanup of pollutants, judgments, cause of actions, fines, penalties, costs including but not limited to, attorney's fees and costs of court, arising out of or connected with Lessee's noncompliance with the terms of this Lease. Unless restricted by other agreement(s), Lessee has the right, upon the expiration of the Primary Term of this Lease, or any extension thereof, as the case may be, within six months after that date to remove any and all buildings, fixtures, structures and equipment which it has placed on the Lands, 2 provided all rentals have been paid. Lessee agrees that upon the termination of this Lease for any reasons, it will, if requested by Lessor, remove any or all structures and level the surface of the Lands at Lessee's sole cost and expense. Notwithstanding anything herein contained to the contrary, the rights granted to Lessee herein shall be non-exclusive; Lessor shall have the continuing right to access the Lands and to use the property for any means which do not interfere with Lessee's operations on the Lands. Despite the foregoing, Lessor shall have an unfettered right to develop and recover any subsurface minerals which it owns in and under the Lands. The terms, covenants and provisions of this Lease shall extend to and be binding upon Lessor and Lessee and their respective assigns and successors in interest. Agreed to this 19th day of October, 2010. LESSOR: Williams Production RMT Company LLC By: --"£~~c:"'-,.-<A<-L~'-"=='=.~-_ ~ Name: Alan C. Harrison Title: Vice President 3 LESSEE: Bargath LLC BY:~~ N arne: Joseph P. Barrett Title: Attorney-In-Fact ACKNOWLEDGMENT STATE OF COLORADO ss CITY AND COUNTY OF DENVER On this 19th day of October, 2010, before me personally appeared Alan C. Harrison, to me known to be the person who executed the foregoing Starkey Compressor Facility Lease and Agreement on behalf of Williams Production RMT Company LLC, as its Vice President and acknowledged that he and acknowledged to me that he has read, understood and executed the same as his free and voluntary act and deed. (lflCl&aitzl/t On this 19'· day of October, 2010, before me personally appeared Joseph P. Barrett, to me known to be the person who executed the foregoing Starkey Compressor Facility Lease and Agreement on behalf of Bargath LLC, as its Attorney-In-Fact and acknowledged that he and acknowledged to me that he has read, understood and executed the same as his free and voluntary act and dee~. . ~ () {WeD £.~ ! ~~~ My Commission expires: (J!l( 2b 'f( '~~N··O·· · -': .-s> -Notary Public .. ' 7".., .. :t-.... 1.' i'.'.i) , l.f.J. :. .: ) '~ '. ~ : (SEAL ,(1' • ••• (, .: J O";· .~ LlC .... ~~ COI:OP:~OO 4 r--.....,.------'!"P"----&~;/7-/,,(~;4 S~ld.ilh-~q----.. .... ". PUCKETI UNOCAL SEt/4 SEt/4 SECTION 29 OLD COMPRESSOR YARD WITHIN CHAIN LINK F'ENCE 0.92 AC. ± stcV(~U I (oy,' ~,(P0S0(' I LEGAL DESCRIPllON I "11/q'r fJ lD \# is ~ ~I /EXISTING WELL OR ,,4-28 A porco' ., land oiluoted in 'h. SEI/4 SE'/4 01 SleUon 29, Township 6 South, Ran90 96 West. 6th Principal Meridian, Count)' of Carfield, Slote 01 Colorado, more pDrtlculorly descrIbed 0' 'oI1owa: Beolnnlng at 'he South ••• t corner ., Iho porcet d ..... l1>.d herein, aI •• being lhe Corner 01 a chain ,ink 'ence •• h.nce "'0 SOI/Iho .. t carnor Dr aaId Section 29 beor. 5 16'40'59" E 1057,13 'Ht; ''hIe nce 'h. lollowing n. .. (5) eour ... "'''''9 aald chain link lene.: 'hen •• 5 60'~O'12' W 148.16 'HI: 2 'hen •• N 67'02'25' W 20.'0 'HI: 3 Ih •••• N 27'46',,' W 249,5B 1 .. 1: 4 ilion •• N $8'20'0:1' £ 137,48 1 .. 1: 5 "', ••• S l2'4lj'23' E 271,05 , .. I 10 Iho polnl or bO''''"inlI _loInlng 0.12 ocr •• mer. or ..... \ I I BARRETT lUeoIJRCEe CONeTRUOTION IUI=tVlY&, INO. HI2 6I.N1=t16E e~'IC>. c::oMPRE&&OR EAiEl"lENT elL. T, co 816&2 esc. 2', T ..6&. 1Il.16IIoI. (~'0)8'6·&'&3 SCAlE: ,,' _ 300' DAlE: 09 9 97 rU.r//~.l"l·a~ms . ~ December 20,2010 PHIL VAUGHAN CONSTRUCTION MGMT INC 1038 COlmty Road 323 Rifle, CO 81650 RE: Notice of Change from Corporation to Limited Liability Company; Merger of Two Companies On September 30. 2010. Bargath Inc .. converted to £largath llC. a Delaware limited liability company (" Bargath"). A copy of the Delaware Certificate of Conversion is ,1ttached for your information. Only the form of entity and name have changed, all ott,er details, including the Tax 10, remain the same for Bargath. On October 31, 2010, Wilgath lLC, a Delaware lLC merged with (largoth, with Bilrgath heing the Sllrviving entity. A copy of the Oelaware Certificate of Merger Is attached for your information. Please adjllst your records and account inrormation accordingly. If you have any questions. please do not hesitate to call the following: Bargath llC Penny Alderton Sourcing Specialist Senior (303) 260·4509 Sincerely, Ann Lone, Senior Counsel Bargath llC 1Je[aware PAGE 1 'l1te!:Jirst State I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF DELAWARE DO HEREBY CERTIFY THAT THE ATTACHED IS A TRUE AND CORRECT COpy OF THE CERTIFICATE OF CONVERSION OF A COLORADO CORPORATION UNDER THE NAME. OF "BAJl.GA'l'H INC." TO A DELAWARE LIMITED LIABILITY COMPANY, CHANGING ITS NAME FROM "BARGATII INC." TO "BARGATH LLC", FILED IN THIS OFFICE ON THE TWENTY-EIGHTH DAY OF SEPTEMBER, A.D. 2010, AT 12:51 O'CLOCK P.M. 4877148 8100V 100947669 DATE: 09-28-10 YQU .. , YWz!tv tht. c.rti/tc.t. onJ1n • • t corp.d.l.~r..govl.utbv.r,'ht .J STATE Or: DELAWARE CERTIFICATE OF CONVERSION st.>to of Dol~ ... 4.l"O S<tcrot.>ty of St.>t.o Dlvl&lon O£COrpordtlon3 Dol1vorod J2:~7 PH 09/28/2010 rrLtD l2:'1 PH 09/28/2010 SRV 100947669 -4877746 Ft1Z FROM A FOREIGN CORPORATION TO A LIMITED LIABILITY COMPANY PURSUANT TO SECTION 1&-214 OF THE LIMITED LIABILITY ACT I.) The jurisdi,lioll where the Corporation first formed is Colorado. 2.) The juriwiction immediately prio: 10 filing this Certificate is Colorado. 3.) The date the corporalioll firsl fcnned is lUll<: )0, 19H6. -1.) The n,me C)f Ihe Corporation ;mmedial.ly prior to filinlllhis Certificate is Ihrgalh Inc. 5.) The naml' orthe Limited liability Company as lei forth in the Certificate of Formation is nargath LLC. 6.) 111e effective date of this conversion shall be September 30, 2010. IN WITNESS WHEREOF, Ihe undcrsisned have c~eculed this CcrtifiC:tte on the 270, (lay of Scplcmher A.D. 2010. ." -,~-~c--.,-.+ .-,.-:-:~:r -,-By; ._~._ A uthoriz.ed Person Name: L:I Fleur C. ll'O\\1IC Prinl Of Type f})e[aware PAGE 2 fJile :Jirst State I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF DELlI.HARE DO HEREBY CERTIFY TMT THE ATTACHED IS A TRUE lIND CORRECT COpy OF CERTIFICATE OF FORMATION OF "IlAAGA'I'1I LLC" FILED IN THIS OFFICE ON THE TWENTY-EIGHTH DAY OF SEPTEMBER, A.D. 2010, AT 12:51 O'CLOCK P.M. 4877748 8100V I 100947669 f"u .. y v.dry thh C'.rtJt,iI:;.&'. otJJ,tn. At corp. cflll.aJrf ..... gov;.uthvor. 'htlLl AUTHE'mrd DATE: 09-28-10 CERTIFICATE OF FORMATION OF BARGATH LLC se.ou. of Dol~,,4rO Socra t4ry of Se.o t<> Divj$ion o£Corpor~t1on. Doli,'OrOd 12: 57 l'H 09/28/2010 FIL£D 12:51 PH 09/28/2010 SRV 100947669 -4877748 FILE 1. The nmne of \116 limiled liability company is Bargath LLC. 2. The addrass of its registered office in the State of Delaware is: Corporation Trusl Centor, 1209 Orange Sireet, in ll1e City 01 Wllmington, Detm ... are 19801. The name of its registered agent al such address Is The Corpor<llion Trust Company. 3. This Ccrlilicate of Formation 511311 be eHeclive on September 3D, 2010. IN WITNESS WHEREOF, the undersigned have executed lhis Certificate of Formation 01 Bargath lLC this 27th day 01 September, 2010. :SS;~l--tL p \. ------....::::=---~ La Fleur C. Browne, Socretilry 'lJe[aware PAGE 1 '!fte 1ir.~t State I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY THE ATTACIIED IS A TRUE lIND CORRECT COPY OF THE CERTIFICATE OF MERGER, WHICH MERGES: "WILGATH LLC", A DELAWARE LIMITED LIABILITY COMPlINY, WITH lIND INTO "BARGATH LLC" UNDER THE NAME OF "BARGATH LLC", A LIMITED LIABILITY COMPANY ORGIINIZED lIND EXISTING UNDER THE LAWS OF THE STATE OF DELAWARE, AS RECEIVED lIND FILED IN THIS OFFICE THE TWENTY-SEVENTH DAY OF OCTOBER, A.D. 2010, AT 12:46 O'CLOCK P.M. lIND I DO HEREBY FURTHER CERTIFY TRAT THE EFFECTIVE DATE OF THE AFORESAID CERTIFICATE OF MERGER IS THE THIRTY-FIRST DAY OF OCTOBER, A.D. 2010. 4877748 8100M 101032369 DATE: 10-28-10 rou .. y v.rJty thj. certIrJc.t. online .t co~ .• l.w.n.govl ... tltlI ... r .• htaJ St4to ot Dolaw4l'O Socrot.uy of St4to Diviaion 0£COr,poration3 Do1.iVDrod 12:'8 PM 10/27/2010 FILED 12:46 PM 10/27/2010 SI<V 101032369 -4877748 FILE STATE OF DELAWARE CERTIFICATE OF MERGER OF DOMESTIC LIMITED LIABILITY CO:Y1PANIES Pursunnl 10 Tille 6, So<ti,ln \ 8·209 of the Dela\\'lIlc Limited Liability "(I. \h~ undcn;igncd limited liability company executed th. following ('eni licule of \1crgcr FIRST: nle name of the ,urvi\'ing limited liabilil)' compauy I; -"D.:;;.: . !:f):::;II::..;d::;.I:::;.C'--__ .. ._.-_._.... , ... _' Il1ld the name of lhe limited linhililY compon)' being mcrgt'd into tllis s\lf\'iving limited liabilit), comp:lll)' is Wil~"._h_t...;.L_C ____ S£COSD: TIle Agreement of Merger has been applovcd. HdoplCd, ~c",licd. <\<'CUll'\! and BCknolVlcd~cd by each of the cOllslilucnllimited Iinhili.y companies TJ/lRD: The name afthe ;urvi\'lIIg limited Jiabilit)· wmpany is BlJg.1h !.I.e nFTH: nle Agreement of Mcr~er is on me at On, W,lliam, C~nlCr. SUI!' ~l::..;OO,--__ _ Tut .. , OK 74172 the placc'(j(business of the ~urviving limited liability COD1pany. SIA'TH: A cop)' of the Agreement uf Merger will be furnished by the 'm ... ·iving limited liabililY company 011 r.quost. without wst. to bn), member or ~IC constituent limited liability compll1lics. IN WITNESS WHEREOF, said sur";\'ing limited liability company hns cnused Ihi~ certifieale to be signed by Il1l '\lthori~cd persol', the • . _ .?-k~__ day of Qc,obcr .A.D .• 2010 ~ By: .. _ ._ '-::;_----->.(_? ___ Authurized Person Name: I .. fI.u, t', 1I,o",n, Print OT Type Title: Stcret.2--. __ .. _. ,. __ ._ .. _._ Garfield County BUILDING & PLANNING DEPARTMENT November 23, 2011 Phil Vaughan, President Phil Vaughan Construction Management, Inc. 1038 County Road 323 Rifle, CO 81650 RE: Bargath, LLC anticipated installations of booster pumps, Gas Chromatograph, ESD Skids to existing locations already improved with natural gas compression facilities. Dear Phil, Thank you for meeting with me on October 20, 2011 to discuss plans that Bargath, LLC has to install booster pumps, natural gas chromatographs, and ESD Skids on existing locations already improved with natural gas compression facilities as outlined in the set of materials you provided staff. I have discussed these facility installations with the Garfield County Planning Staff and we conclude that they can be characterized as accessory structures to the primary use /facility and therefore do not require land use change permits for their installation. An Accessory Use /Building /Structure is defined in the Garfield County Unified land Use Resolution of 2008, as amended as: A use which is customarily supportive, secondary and subordinate to a principal use on the same parcel. Except as provided in this Code, an Accessory Use must comply with all regulations applicable to the principal use. Further, an Accessory Use /Building /Structure is a use-by-right in all zone districts in Garfield County. In support of this decision, the structures proposed by Bargath, LLC are either 1) not housed in a structure, 2) housed in a structure only to protect controls /equipment from inclement weather and not typically occupied by individuals, and 3) result in a very small footprint on an already disturbed site and are commonly supportive of and subordinate to the primary compression facility on the property. There 108 Eighth Street, Suite 401· Glenwood Springs, CO 81601 (970) 945-8212· (970) 285-7972· Fax: (970) 384-3470 may be building permit requirements for some of these structures so I ask you to please check with Andy Schwaller, Garfield County Building Official, to determine if building permits are necessary. Do not hesitate to contact me if you have any questions or comments. Very truly yours, Fred A. Jarman, AICP Director, Building & Planning Director Cc Andy Schwaller, Garfield County Building Official Dave Barthalemew, Garfield County Plans Reviewer Phil Vaughan From: Sent: To: Cc: Subject: Hi Phil, Andy Schwaller <aschwaller@garfield-county.com> Wednesday, December 21 , 2011 1 :38 PM Philip Vaughan David Bartholomew RE: Bargath LLC-Gas Chromatograph Buildings-Pre-cast foundation question I believe as long as there is an engineer on site to visually inspect dimensions and general co ndition of the precast units prior to instillation, we should be O,K, Sa id engineer could also inspect the stru ctural fi ll requirements and insti llation of the precast found ations, I anticipate the county to do a final inspection of tie down, grade, egress requirements and ve rification of the Division of Housing labeling, Our fin al would follow any electrica l final inspect ions and submittal of the engineers inspection of th e sub grade and foundation, We might be able to have an office copy template to use when iss uing permits if there are multiple id en t ica l buildings, This would require only one set of plans to be submitted with application and site plan, If you think this would be of benefit to your client, we can discuss furth er. Thanks, Andy From: Philip Vaughan [mailto:ph il@pvcmi.comJ Sent: Wednesday, December 21, 2011 12:51 PM To: Andy Schwaller; phil@pvcmi.com Subject: Fw: Bargath LLC-Gas Chromatograph Buildings-Pre-cast foundation question Andy, Please find below and attached a reply regarding you question, Sincerely , Phil Vaughan 970 379 0428 Connected by DROID on Verizon Wireless -----Original message-----From: "Herrin, Sam" <Sam,Herrin@Wiliiams.com> To: Philip Vaughan <phil@pvcmLcom> Sent: Tue, Dec 20, 2011 22:53:45 GMT +00:00 Subject: RE: Bargath LLC-Gas Chromatograph Buildings-Pre-cast foundation question Phil, Attached are the stamped drawings we supplied to CPC for fabrication, CPC has an on staff PE named Kim Fent ress who approves the plans before they go into production then they are inspected by the QC group there at CPC (the QC forms I've previou sly sent), Thanks, Sam From: Philip Vaughan [mailto :phil@pvcmi.coml Sent: Tuesday, December 20, 2011 3: 11 PM To: Herrin, Sam; phil@pvcmi.com Subject: Fw: Bargath LLC-Gas Chromatograph Buildings-Pre-cast foundation question Sam, May I ask you to check with Colorado precast regarding Andy's question? Phil Connected hy DROID on Verizon Wireless -----Original message-----From: Andy Schwaller <aschwaller@garfield-county.com> To: Phil Vaughan <phil@pvcmi.com> Sent: Tue, Dec 20, 2011 20:58:57 GMT +00:00 Subject: RE: Bargath LLC-Gas Chromatograph Buildings-Pre-cast foundation question Hi Phil, Does Colorado Precast have approval by any other ju ris dictions as per Sec 1704.2.2 of the IBe? Is there a design professional or engineer of record involved with both the design and inspection of the precast units as per sec 1704? did not see a seal on the stru ctural drawings. I assume a sea led copy is ava ilable? Thanks, Andy From: Phil Vaughan [mai lto:phil@pvcmi.coml Sent: Tuesday, December 20, 201110:36 AM To: Andy Schwaller Cc: Philip Vaughan Subject: Bargath LLC-Gas Chromatograph Buildings-Pre-cast foundation question Andy, Thanks for taking time to speak ye sterd ay. As discussed, please find the following documents for your review and comment. 1. Colorado Precast ACI Certifications 2. Colorado Precast Quality Control Sheets. Approximately 60 of these units have been poured to date and, as discussed, do not ha ve an identification or seri al number attached to each. 3. Drawing SC-100 Chromatograph found ation plan noting the pre-cast concrete footings and stemwalls. As di scussed, the buildings are 8' x16' or 8'x20' and will have CDOH insignias atta ched to them . Plea se let me know if the ACI certificati ons and the quality control sheets are acceptable to you from a documentation standpoint in reference to Chapter 17-Special Inspections of the International Building Code of 2009. Thanks for your assistance and please contact me with questions. 2 Sincerely, Phil Vaughan Phil Vaughan Construction Management, Inc. 1038 County Road 323 Rifle, CO 81650 970-625-5350 3 Account Account: R008109 Location Parcel Number 2171-332-00-019 Situs Address City Parachute ZipCode 81635 Tax Area 026 -16-BHFZDF -026 Legal Summary Section: 33 Township: 6 Range: 96 A TR IN SEC 4 7-96 SECS 27, 28, 29, 32, 33, 34. Transfers Sale Price Tax History Tax Year Taxes 2011 $38,303. 16 2010 $42,572.84 Owner Information Owner Name WILLIAMS PRODUCTION RMT COMPANY In Care Of Name SANDY HOTARD, MGR-LAND DEPT Owner Address PO BOX 370 PARACHUTE, CO 8 1635 Sale Date 01 /04/2012 1111712011 11118/2011 04/22120 11 Images • Photo • Sketch • GIS Page 1 of 1 Assessment History Actual (20 II ) $3,843,970 Primary Taxable $1 , 114,760 Tax Area: 026 Mill Levy: 34.3600 Type Actual Assessed Acres SQFT Units Improvement $3,353,990 $972,660 0.000 0.000 1.000 Land $489,980 $142,100 1333.010 0.000 0.000 Doc Type Book Page ill 173 300 ill ~---------=~------~~~~ https:llacLgarfield-county ,comlassessor/taxweb/accounLj sp?accountNum=R0081 09 2/23/2012 Receipt Garfield County 108 8th Street Suite 401 Glenwood Springs, CO 81601-Phone: (970)945-8212 Fax: (970)384-3470 ~eturn to: Garfield County 108 8th Street Suite 401 Glenwood Springs, CO 81601-lowner's Information I Williams Production RMT Williams Production RMT PO Box 370 Parachute, CO 81635 Date Fee Name 02/23/2012 Plan Check Fee 03/09/2012 02/23/2012 Manufacture Fee Commercial Building Fee Payments Date 03/13/2012 03/16/2012 Friday, March 16, 2012 Invoice Number: BLCO-2-12-21689 Invoice Date: February 23, 2012 Permit Number: BLCO-2-12-2377 Bond Number: Icomments: I BLCo-'-12-'3" Pay Type Credit Card Credit Card Fee Type Percentage Calculated Adjustable Total Fees Due: Check Number Amount Paid Total Paid: $428.99 $45.01 Fee Amount $29.15 $400.00 $44.85 $474.00 Change $0.00 $0.00 $474.00 Total Due: $0.00 I printReceipt SALE REF NUM: 207617124040 MASTERCARD ************7565 INV NUM: BLCO-2-12-2377 DATE: 3/16/2012 AUTH NO: 623995 AVS: Y PO NUMBER: TOTAL: BLDG & Planning GWD 108 8th Street Suite 401 Glenwood Springs, CO 81601 MERCHANT # 941000097881 Customer #: PVaughan Customer Name: Phil Vaughan EXP.: **** TIME: 11:14:57 AM CVV: Tax: $ 45.01 CUSTOMER ACKNOWLEDGES RECEIPT OF GOODS AND/OR SERVICES IN THE AMOUNT OF THE TOTAL SHOWN HEREON AND AGREES TO PERFORM THE OBLIGATIONS SET FORTH BY THE CUSTOMERS AGREEMENT WITH THE ISSUER. https:/Iwww.payeverywhere.com/T ransactioniprintRecei pt.aspx?transactionID= 17489869 Page 1 of 1 3116/2012 Inspection Report COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT I CORRECTION NOTICE Date Received: 23-MAY-12 Permit Number: 719135 Contractor/HomeOwner: ELKHORN COl')STRUCTION, INC. Address: CR215 S-fMk~-y Type of Inspection: Partial Rough In Action: Accepted Comments or Corrections: 1 ) GC building ok to energize and occupy. 2) Have pourable seals packed one inspection before Final. Inspectors Name: Norman Feck Phone Number: 877-320-9150 Date: 24-MAY-12 COLORADO STATE ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENCIES 1580 Logan St. Suite 550 Denver, Colorado 80203-1941 Phone: (303) 894-2985 https:llwww.dora.state.co.us/pls/reaIlEp_Web Inspection GUI.Process ]age Page 1 of 1 5/25/2012 April 2, 2012 Williams Midstream 1050 17th Street, suite 1800 Denver, CO 80265 Attention: Sam Herrin P: 303-260-4559 E: sam.herrin@Wiliiams.com Subject: Foundation Construction Observation and Testing Review GC -Metering Building Starkey Gulch Metering Station Garfield County, Colorado Terracon Job No. AD121006 As requested, the Terracon representative observed and tested site excavation subgrade, structural fill compaction, precast footing placement and backfill compaction of the GC -Metering Building at the Starkey Gulch Compressor Station in Garfield County, Colorado on as requested, part-time basis on March 23, 2012. We reviewed our records of fill compaction in preparation of this report. In summary. our review of this structure indicates construction in conformance with our recommendations and the structural drawing number SG-SC-001 by Samuel Engineering. Inc. dated 12-22-11 (their Job 11057-15SG). We appreciate the opportunity to provide geotechnical services. If we can be of further service, please call. Sincerely, Terracon Consultants, Inc. John P. Withers, P. Engineer JPW;jw/NJ (1 copy sent) Reviewed By: Norman Johnston, Engineer Geotechnical, Environmental and Materials Testing Consultants Grand Junction -Montrose -Moab -Crested Butte -Rifle (970) 245-4078 • fax (970) 245-7115 • geotechnicalgroup.com 2308 Interstate Avenue, Grand Junction, Colorado 81505 Permit Card POST ON SITE ,/. Gartield County Permit NO. BLCO-2-12-2377 <::'. '> " Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470 Permit Type: Commercial Building Worl< Classification: New tssue Date: 3/13/2012 Expires : 09/09/2012 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 IMMEDIATELV BECOME NULL AND VOID. Commercial Building Owner·s Name: Williams Production RMT Job Address: Sec33, T6S, R96W PARACHUTE, CO 81631-Parcel #:217133200019 Owner's Phone: 970-683-2288 Total Square Feet: 128 Contractor/s) Phone Primary Contractor Work Description: William Field Services Co, LLC (303)629-8417 Ves Inspection Scheduling Code FIRE Walls Final UG Plumbing Rough Plumbing Gas ADDITIONAL INSPECTIONS MAV BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call: 1-888-868-5306 ~'II GEOTECHNICAL ENGINEERING GROUP A lrerracon COMPANY Geotechnical Engineering Report Metering Skid and GC Building Starkey Gulch Compressor Station Southeast % of the Southeast % of Section 29, Township 6 South Range 96 West 6th Principal Meridian Garfield County, Colorado July 28, 2011 Terracon Project No. AD114032 /3Lco-Z-!2-2~77 Prepared for: Williams Midstream 1515 Arapahoe Street Denver, Colorado 80202 Attention: Mr. Sam Herrin Prepared by: Terracon Consultants, Inc. Grand Junction, Colorado O,c;;/CE Co July 28, 2011 Williams Midstream 1515 Arapahoe Street Denver. Colorado 80202 Attn: Mr. Sam Herrin Re: Geotechnical Engineering Report Metering Skid and GC Building Starkey Gulch Compressor Station Garfield County, Colorado Terracon Project Number: AD114032 Dear Mr. Herrin: ~'I I GEOTECHNICAL ENGINEER ING GROUP A lrl?rri'lcon COMPANY Terracon Consultants, Inc. (Terracon) has completed the geotechnical engineering services for the above referenced project. This study was performed in general accordance with the master service agreement between Williams Midstream Services/Discovery Producers Service, LLC and Terracon. This report presents the findings of the subsurface exploration and provides geotechnical recommendations concerning earthwork and the design and construction of foundations for the proposed structures. We appreciate the opportunity to be of service to you on this project. If you hav~'--.,J,:.n'~Y~fl~I~'~~";"~'~' ~~!1t<::-:-.?-concerning this report, or if we may be of further service, please contact us. ~ Sincerely, Terracon Consultants, Inc. Norman W. Johnston, P.E. Senior Engineer Enclosures cc: 1 -Client (bound) 1-sam. herrin@williams.com I elE"2'~"'.' 'ili;;rtii,,\\\"'~" 1-hghaffari@samuelengineering.com 1 -File Ge()(,cIinlcai Engll1 .. tlng Group, A T«raeon Company 2lOa Interstate A-..enue Grand hnwon, COal505 p 1970) 2454078 f 1970) 245 711; geoteclin lu lgroup .com terraeon .com Gootechnical • Environmontal • Const,uct,on Materials • Facilities TABLE OF CONTENTS Page EXECUTIVE SUMMARY ............................................................................................................... i 1.0 INTRODUCTION ........................... .................................................................................... 1 2.0 PROJECT INFORMATION ........................................................................................ ....... 1 2.1 Project Description ................................................................................................ 1 2.2 Site Location and Description ................................ ................................................ 2 3.0 SUBSURFACE CONDITIONS .......................................................................................... 2 3.1 Typical Profile ........................................................................................................ 2 3.3 Groundwater .................................................................... ...................................... 3 4.0 RECOMMENDATIONS FOR DESIGN AND CONSTRUCTION ....................................... 3 4.1 Geotechnical Considerations .................................... ............................................ 3 4.1.1 Existing Utilities.............. .................. .. .................................... 4 4.1.2 Settlement Potential. ........................ .......................................................... 4 4.1.3 General ..................................................................................................... 4 4.2 Earthwork .............................................................................................................. 4 4.2.1 Site Preparation ..................................................... .................................. 4 4.2.2 Material Requirements ............................................................................... 5 4.2.3 Compaction Requirements ...................... ................................................ 6 4.2.4 Utility Trench Backfill ................................................................................ 6 4.2.5 Grading and Drainage ............................................................................. 7 4.2.6 Construction Considerations ..................................................................... 7 4.3 Foundations .......................................................................................................... 8 4.3.1 Foundation Design Recommendations ................................ ...................... 9 4.3.2 Foundation Construction Considerations ................................................... 9 4.4 Seismic Considerations ................................................ ....................................... 10 4.5 Floor Slab ............................................................................................................ 10 4.6 Lateral Earth Pressures ....................................................................................... 11 4.7 Concrete Considerations ................................................................ ......... 11 5.0 GENERAL COMMENTS ................................................................................................. 11 APPENDIX A -FIELD EXPLORATION Figure A-1 Figure A-2 Figure A-3 Figures A-4 to A-6 Site Location Map Boring Location Diagram Field Exploration Description Boring Logs APPENDIX B -LABORATORY TESTING Figure B-1 Table B-1 Laboratory Testing Summary of Laboratory Test Results Figures B-2 and B-3 Consolidation Test Reports Reliable. Responsive. Convenient. Innovative TABLE OF CONTENTS (CONTINUED) APPENDIX C -SUPPORTING DOCUMENTS Exhibit C-1 Exhibit C-2 Exhibit C-3 General Notes Unified Soil Classification System General Notes -Rock Properties Reliable _ Responsive _ Convenient _ Innovative Geotechnical Engineering Report Starkey Gulch Metering Skid and GC Building . Garfield County, Colorado July 28, 2011 • Terracon Project No. AD114032 EXECUTIVE SUMMARY ~' I I GEOTECHNICAL ENGINEERING GROUP A lrerracon COMPANY A geotechnical investigation has been performed for the proposed metering skid and GC (gas chromatograph) building to be located in the Southeast Y. of the Southeast Y. of Section 29, Township 6 South, Range 96 West, 6th Principal Meridian, Garfield County, Colorado. Two (2) exploratory test borings, designated TH-1 and TH-2, were performed to depths of approximately 15 feet below the existing ground surface within the proposed building areas. Foundation support and other geotechnical conditions were evaluated using the information obtained from our subsurface exploration. The fOllowing geotechnical considerations were identified: • Approximately 15 feet of sandy clay was encountered in the borings. • We believe spread footing foundations have been used in the area for similar structures. The structures can be supported on shallow spread footing foundations bearing on newly engineered , well compacted fill extending at least 24-inches below the new footing bearing elevations. Additional depth of engineered fill supporting the foundations may be included to help reduce the post construction settlement. A discussion, including detailed design and construction criteria are included in the text of the report. • Surface drainage should be designed for rapid runoff of surface water away from the proposed structures. • On-site soils may be suitable for use as well compacted structural fill . • The 2009 International Building Code (IBC), Table 1613.5.2 seismic site classification for this site is D. • Close monitoring of the construction operations discussed herein will be critical in achieving the design subgrade support. We therefore recommend that Terracon be retained to monitor this portion of the work. This summary should be used in conjunction with the entire report for design purposes. It should be recognized that details were not included or fully developed in this section, and the report must be read in its entirety for a comprehensive understanding of the items contained herein. The section titled GENERAL COMMENTS should be read for an understanding of the report limitations. Reliable . Responsive . Convenient . Innovative GEOTECHNICAL ENGINEERING REPORT Metering Skid and GC Building Starkey Gulch Garfield County, Colorado Terracon Project No. AD114032 July 28, 2011 1.0 INTRODUCTION A geotechnical engineering report has been completed for the proposed metering skid and GC building to be located at the Starkey Gulch Compressor Station in the Southeast Y. of the Southeast Y. of Section 29, Township 6 South, Range 96 West, 6th Principal Meridian, Garfeld County, Colorado. The subject site is located within the Piceance Basin natural gas development area. Two (2) exploratory test borings, designated TH-1 and TH-2, were performed to depths of approximately 15 feet below the existing ground surface within the proposed building areas. Logs of the borings along with a site location map and boring location diagram are included in Appendix A of this report. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: • subsurface soil conditions • foundation design and construction • groundwater conditions • seismic considerations • earthwork 2.0 PROJECT INFORMATION 2.1 Project Description ITEM Site layout Structure Floor I DESCRIPTION I See Appendix A, Figure A-2: Boring Location Diagram We understand the proposed construction will consist of two structures. A metering skid which will support control equ ipment and a GC building. The metering skid will be approximately 8 feet by 30 feet. The GC Building will be approximately 8 feet by 12 feet. The GC building will be single-story pre-fabricated. The metering skid consists of associated equipment mounted to a rigid steel frame/skid . The floor of the GC building will be a structural floor integral with the pre-fabricated building and will be supported from the foundation. Reliable . Responsive . Convenient . Innovative 1 Geotechnical Engineering Report Starkey Gulch Metering Skid and GC Building _ Garfield County, Colorado July 28, 2011 _ Terracon Project No. AD114032 ITEM ~'I I GEOTECHNICAL ENGINEERING GROUP A l rerrilcon COMPANY DESCRIPTION Maximum loads Building Dead Load estimated 6 to 8 kips each Maximum allowable settlement Structure: 1 inch total(assumed); '!. inch differential (assumed) The site is an existing compressor station with final grade Grading established . We assume that less than 1 foot of cut and/or fill will be required to achieve final grade. Cut and fill slopes I None anticipated Free standing retaining walls None anticipated Below grade areas I None anticipated 2.2 Site Location and Description ITEM DESCRIPTION Location This project will be located in the Southeast Y. of the Southeast Y. of Section 29, Township 6 South, Range 97 West, 6th Principal Meridian, in Garfield County, Colorado. Refer to Figure A-1 . Current ground cover Existing topography Existing compressor station with open, vacant area surrounding I with some nearby gas field development. The proposed site relatively flat with minor topographic relief across the building site. 3.0 SUBSURFACE CONDITIONS 3.1 Typical Profile Based on the results of the exploratory test borings, subsurface conditions on the project site can be generalized as follows: Stratum 1 Approximate Depth to Bottom of Stratum (feet) o to 15 Material Description Sandy Clay Reliable _ Responsive _ Convenient _ Innovative I Consistency/Density I stiff to hard 2 Geotechnical Engineering Report ~' I I GEOTECHNICAL Starkey Gulch Metering Skid and GC Building . ENGINEERING GROUP Garfield County, Colorado A lrl?rracon COMPANY July 28, 2011 • Terracon Project No. AD114032 The upper soil encountered in the borings generally consisted of clay and sand mixture with cobble sized sandstone and shale pieces, moderate plasticity, and had the fOllowing measured liquid limits, plastic limits, and plasticity indices: Sample Location Depth (feet) Liquid Limit (%) Plastic Limit (%) Iplasticity Index (%) Boring TH-1 0-5 33 15 I 18 Conditions encountered at each boring location are indicated on the individual boring logs. Stratification boundaries on the boring logs represent the approximate location of changes in soil types; in situ, the transition between materials may be gradual. Details for each of the borings can be found on the boring logs in Appendix A of this report. 3.3 Groundwater The exploratory test borings were observed while drilling and after completion for the presence and level of groundwater. Groundwater was not observed in the borings during drilling or for the short amount of time the borings were allowed to remain open following drilling completion. However, this does not necessarily mean that the borings were terminated above groundwater. Due to the low permeability of the soils encountered in the borings, a relatively long period of time may be necessary for a groundwater level to develop and stabilize in a borehole in these materials. Long term observations in piezometers or observation wells sealed from the influence of surface water are often required to define groundwater levels in materials of this type. Groundwater level fluctuations occur due to seasonal variations in the amount of rainfall, runoff and other factors not evident at the time the borings were performed. In addition, perched water can develop over low permeability soil strata. Therefore, groundwater levels during construction or at other times in the life of the structure may be higher or lower than the levels indicated on the boring logs. The possibility of groundwater level fluctuations should be considered when developing the design and construction plans for the project. 4.0 RECOMMENDATIONS FOR DESIGN AND CONSTRUCTION 4.1 Geotechnical Considerations Special geotechnical considerations for this project include the following: • Existing underground utilities likely exist on or near the structure areas. • The presence of soil at and near the antiCipated design foundation subgrade elevation that is prone to volume change with variations in moisture content and loading conditions. Reliable . Responsive . Convenient . Innovative 3 Geotechnical Engineering Report Starkey Gulch Metering Skid and GC Building _ Garfi eld County, Colorado July 28, 2011 _ Terracon Project No. AD114032 4.1.1 Existing Utilities ..... '11 GEOTECHNICAL ENGINEERING GROUP A lrC!rrClcon COMPANY Based upon observations made at the project site, it appears that there are existing underground utilities on or near the structure locations. The resulting trenches should be backfilled properly and tested in accordance with the recommendations in this report in section 4.2 Earthwork. 4.1.2 Settlement Potential The soil present near the anticipated foundation level is prone to volume change with variations in moisture content and loading conditions. For this reason we recommend a low volume change zone be constructed beneath footings. The procedures for using a low volume change zone as recommended in this report may not eliminate all future subgrade volume change and resultant shallow foundation movements. However, the procedures outlined should significantly reduce the potential for subgrade volume change influences. Additional reductions in foundation movements could be achieved by using a thicker low volume change zone. Details regarding this low volume change zone are provided in section 4.3 Foundations. Any well compacted structural fill placed in the upper 24 inches beneath the building areas should meet the requirements for Low Volume Change Material which is defined in this report, section 4.2 Earthwork. This report provides recommendations to help mitigate the effects of soil shrinkage and expansion. However, even if these procedures are followed , some movement and at least minor cracking in the structure could still occur. The severity of cracking and other cosmetic damage such as uneven floor slabs on grade will probably increase if any modification of the site results in excessive wetting or drying of the site soils. Eliminating the risk of movement and cosmetic distress may not be feasible, but it may be possible to further reduce the risk of movement if significantly more expensive measures are used during construction. We would be pleased to discuss other construction alternatives with you upon request. 4.1.3 General We recommend that the exposed subgrade be thoroughly evaluated after stripping of any topsoil and creation of all cut areas, but prior to the start of any fill operations or foundation construction. We recommend that the geotechnical engineer be retained to evaluate the bearing material for the foundations subgrade soils. Subsurface conditions, as identified by the field and laboratory testing programs, have been reviewed and evaluated with respect to the proposed building plans known to us at this time. 4.2 Earthwork 4.2.1 Site Preparation After stripping or excavating to rough grade, and prior to placing new fill or foundations, the subgrade and all existing undocumented/uncontrolled fill, if any, in-place should be evaluated by Reliable _ Responsive _ Conve nient _ Innovative 4 Geotechnical Engineering Report ~'I I GEOTECHNICAL Starkey Gulch Metering Skid and GC Building . , ENGINEERING GROUP Garfield County, Colorado A lrerracon COMPANY July 28, 2011 • Terracon Project No. AD114032 a Terracon representative. This could include in-place field density tests, proofrolling, and test pits, as appropriate. Proof-roiling can be performed with a loaded tandem axle dump truck. Unsuitable areas observed at this time should be improved by scarification and recompaction or by undercutting and replacement with suitable compacted fill. Additional removal may need to be performed if further unstable or unsuitable material is observed. 4.2.2 Material Requirements Compacted structural fill should meet the following material property requirements: Fill Type 1 I USCS Classification I Acceptable Location for Placement Lean clay CL (LL <40) I All locations and elevations Lean to fat clay Fat clay 2 Well graded granular Low Volume Change Material' CLiCH (40<LL <50) CH (LL>50) CL (LL <50 & PI<22) or GM 3 > 24 inches below bottom of footing level and below building finished grade unless tested and meets low volume change material criteria > 24 inches below bottom of footing All locations and elevations All locations and elevations I The on-site soil appears suitable for use as fill On-site soils CL below building finished grade. Additional testing may I be required. 1. Compacted structural fill should consist of approved materials that are free of organic matter and debris. Frozen material should not be used, and fill should not be placed on a frozen subgrade. A sample of each material type should be submitted to the Terracon for evaluation. 2. Delineation of moderate to highly plastic clays should be performed in the field by a qualified geotechnical engineer or their representative, and could require additional laboratory testing. 3. Similar to COOT Class 6 crushed stone aggregate. Material should be approved by the geotechnical engineer. 4. Low plasticity cohesive soil or granular soil having low plasticity fines. Material should be approved by the geotechnical engineer. Reliable . Res ponsive . Conven ient . Innovative 5 Geotechnical Engineering Report Starkey Gulch Metering Skid and GC Building _ Garfield County, Colorado ~'I I GEOTECHNICAL ENGINEERING GROUP A lrerracon COMPANY July 28, 2011 _ Terracon Project No. A0114032 4.2.3 Compaction Requirements ITEM I DESCRIPTION Fill Lift Thickness Compaction Requirements 1 Moisture Content -Cohesive Soil 1 9 inches or less in loose thickness when heavy, selfpropelled compaction equipment is used 14 to 6 inches in loose thickness when hand-guided I equipment (i e jumping jack or plate compactor) is used 95% of the material's maximum standard Proctor dry density (ASTM 0 698) for cohesive soils such as onsite sandy clay and 95% of the materials maximum modified Proctor dry density (ASTM 0 1557) for granular material such as COOT Class 6 aggregate base course Within the range of optimum moisture content to 4% above optimum moisture content as determined by the standard Proctor test at the time of placement and compaction Within 2 percent of the optimum moisture content as Moisture Content -Granular Material determined by the modified Proctor test at the time of placement and compaction 2 1. We recommend that compacted structural fill be tested for moisture content and compaction during placement. Should the results of the in-place density tests indicate the specified moisture or compaction limits have not been met, the area represented by the test should be reworked and retested as required until the specified moisture and compaction requirements are achieved. 2. Specifically, moisture levels should be maintained low enough to allow for satisfactory compaction to be achieved without the cohesionless fill material pumping when proofrolled. 4.2.4 Utility Trench Backfill All trench excavations should be made with sufficient working space to permit construction including backfill placement and compaction. If utility trenches are backfilled with relatively clean granular material, they should be capped with at least 18 inches of cohesive fill areas to reduce the infiltration and conveyance of surface water through the trench backfill. Utility trenches are a common source of water infiltration and migration. All utility trenches that penetrate beneath the building should be effectively sealed to restrict water intrusion and fiow through the trenches that could migrate below the building. We recommend constructing an effective clay "trench plug" that extends at least 5 feet out from the face of the building exterior. The plug material should consist of clay compacted at a water content at or above the soil's optimum water content. The clay fill should be placed to completely surround the utility line and be compacted in accordance with recommendations in this report. Rel iable _ Responsive _ Conve nient _ Innovative 6 Geotechnical Engineering Report Starkey Gulch Metering Skid and GC Building . Garfield County, Colorado July 28, 2011 • Terracon Project No. AD114032 4.2.5 Grading and Drainage ~'I I GEOTECHNICAL ENGINEERING GROUP A lrerr<lcon COMPANY Final surrounding grades should be sloped away from the buildings on all sides to prevent ponding of water. Finished grade should slope a minimum of 1 foot in the first 10 feet away from the structures. Backfill around foundation walls should be moistened and compacted. Foundation backfill should be moisture conditioned to within 2 percent of optimum moisture and compacted to at least 90 percent of the maximum standard Proctor (ASTM D698) dry density. Foundation backfill supporting concrete flatwork or other structural components should be moisture conditioned and compacted to at least 95 percent of the maximum standard Proctor dry density. Gutters and downspouts that drain water a minimum of 10 feet beyond the footprint of the proposed structure are recommended . This can be accomplished through the use of splashblocks, downspout extensions, and flexible pipes that are designed to attach to the end of the downspout. Flexible pipe should only be used if it is daylighted in such a manner that it gravitydrains collected water. 4.2.6 Construction Considerations It is possible that the subgrade and/or base of over-excavations will be unstable upon initial exposure. Unstable subgrade conditions could worsen during general construction operations, particularly if the soils are wet or subjected to repetitive construction traffic. The use of light construction equipment would aid in reducing subgrade disturbance. The use of remotely operated equipment, such as a backhoe, would be beneficial to perform cuts and reduce subgrade disturbance. Should unstable subgrade conditions be encountered, stabilization measures will need to be employed, and could consist of one of the methods outlined below. • Scarification and Re-compaction -It may be feasible to scarify, dry, and re-c ompact the exposed soils. The success of this procedure would depend primarily upon favorable weather and sufficient time to dry the soils. Stable subgrades likely would not be achievable if the thickness of the unstable soil is greater than about 1 foot, or if construction is performed during a period of wet weather when drying is difficult. • Crushed Stone -Crushed stone or crushed gravel could be used to improve subgrade stability. Typical undercut depths would be expected to range from about 1 to 3 feet below finished subgrade elevation. The use of high modulus geotextiles (i.e., engineering fabric or geogrid) could also be considered after underground work such as utility construction is completed. Prior to placing the fabric or geogrid, we recommend that all below grade construction, such as utility line installation, be completed to avoid damaging the fabric or geogrid. Equipment should not be operated above the fabric or geogrid until one full lift of crushed stone fill is placed above it. The maximum particle size of granular material placed over geotextile fabric or geogrid should not exceed 1 Y, inches. Granular gradation requirements provided by the geosynthetic product manufacturer should be verified prior to material purchase and delivery to the site. Reliable . Responsive . Conven ient . In novative 7 Geotechnical Engineering Report Starkey Gulch Metering Skid and GC Building _ Garfield County, Colorado July 28, 2011 _ Terracon Project No. AD114032 ~~I I GEOTECHNICAL ENGINEERING GROUP A lrerracon COMPANY Further evaluation of the need and recommendations for subgrade stabilization can be provided during construction as the geotechnical conditions are exposed on a broad scale; however we recommend that the owner budget for, and the contractor be prepared for subgrade stabilization. Upon completion of filling and grading, care should be taken to maintain the subgrade moisture content prior to construction of foundations, floor slabs, and pavement areas. Construction traffic over the completed subgrade should be avoided to the extent practical. The site should also be graded to prevent ponding of surface water on the prepared subgrades or in excavations. If the subgrade should become frozen , desiccated, saturated, or disturbed, the affected material should be removed or these materials should be scarified, moisture conditioned, and recompacted prior to foundation construction. As a minimum, all temporary excavations should be sloped or braced as required by Occupational Health and Safety Administration (OSHA) regulations to provide stability and safe working conditions. Temporary excavations will probably be required during grading operations. The grading contractor, by his contract, is usually responsible for designing and constructing stable, temporary excavations and should shore, slope or bench the sides of the excavations as required, to maintain stability of both the excavation sides and bottom. All excavations should comply with applicable local, state and federal safety regulations, including the current OSHA Excavation and Trench Safety Standards. The geotechnical engineer should be retained during the construction phase of the project to observe earthwork and to perform necessary tests and observations during subgrade preparation; proof-rolling; placement and compaction of controlled compacted fills and backfilling of excavations into the completed subgrade. 4.3 Foundations The proposed structures can be supported using a shallow spread footing foundation system bearing on new engineered well compacted structural fill extending 2 feet below the new footing bearing elevations. Skid foundations supporting equipment will act as shallOW spread footings and should be designed as such. Skid foundations may be supported on at least a 2 feet thick layer of well compacted structural fill. Thicker layer of engineered fill may be considered to help reduce the post construction settlement. Design recommendations for shallOW foundations for the proposed structures are presented in the following sections. Reliable _ Responsive _ Convenient _ Innovative 8 Geotechnical Engineering Report ~'II GEOTECHNICAL Starkey Gulch Metering Skid and GC Building . ENGINEERING GROUP Garfield County, Colorado A 'r~rr<1ccn COMPANY July 28,2011 • Terracon Project No. AD114032 4.3.1 Foundation Design Recommendations DESCRIPTION Net allowable bearing pressure' Minimum dimensions Minimum embedment below finished grade for frost protection' Estimated total settlement from foundation loads for footings supported on a 2 feet thick layer of engineered well compacted structural fill Isolated Square 1.500 psf 30 inches 36 inches y, to '/. inch 3 Continuous Strip (LlB2:2) 1,500 psf 18 inches 36 inches y, to '/. inch 3 1. The recommended net allowable bearing pressure is the pressure in excess of the minimum surrounding overburden pressure at the footing base elevation. Assumes any unsuitable fill or soft soils, if encountered, will be undercut and replaced with well compacted structural fill. Based upon a Factor of Safety of 3. 2. And to reduce the effects of seasonal moisture variations in the subgrade soils. For perimeter footing and footings beneath unheated areas. Based on Garfield County guidelines for frost penetration. 3. Even with the testing and observation discussed in this report. total and differential settlement of footings supported over the existing fill cannot be accurately predicted and could be larger than normal. The estimated settlement is based on the foundation and support conditions discussed in this report. If foundation or support conditions are different than discussed in this report the estimated settlement may be different than presented. 4.3.2 Foundation Construction Considerations The base of ali foundation excavations should be free of water and loose soil and rock prior to placing concrete. The bottom of the foundation excavation should be scarified a minimum 10 inches, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of the maximum standard Proctor (ASTM 0 698) dry density. Concrete should be placed soon after excavating to reduce bearing soil disturbance. Should the soils at bearing level become excessively dry, disturbed or saturated, or frozen , the affected soil should be removed prior to placing concrete. Place a lean concrete mud-mat over the bearing soils if the excavations must remain open over night or for an extended period of time. It is recommended that the geotechnical engineer be retained to observe and test the soil foundation bearing materials. Although not encountered in the borings, some surface and/or perched groundwater may enter foundation excavations during construction. It is anticipated any water entering foundation excavations from these sources can be removed using sump pumps or gravity drainage. If unsuitable bearing soils are encountered in footing excavations, the excavation could be extended deeper to suitable soils and the footing could bear directly on these soils at the lower Reliable . Responsive . Convenient . Innovative 9 Geotechnical Engineering Report Starkey Gulch Metering Skid and GC Building . Garfield County, Colorado July 28, 2011 • Terracon Project No. AD114032 ~' I I GEOTECHNICAL ENGINEERING GROUP A lrerracon COMPANY level. As an alternative, the footings could also bear on properly compacted structural backfill extending down to the suitable soils. Overexcavation for compacted structural fill placement below footings should extend laterally beyond all edges of the footings at least 8 inches per foot of overexcavation depth below footing base elevation. The overexcavation should then be backfilled up to the footing base elevation with well graded granular material placed in lifts of 9 inches or less in loose thickness (6 inches or less if using hand-guided compaction equipment) and compacted to at least 95 percent of the material's standard effort maximum dry density (ASTM D 698). The overexcavation and backfill procedure is described in the following figure. DeslQn FOO!u"lQ level Recommended EXC3vatlon Level COMPACTED STRUCTURAL FilL Overexcavation I Backfill 4.4 Seismic Considerations Code Used Site Classification 2009 International Building Code (IBC) 1 D' 1. In general accordance with the 2009 International Building Code, Table 1613.5.2. 2. The 2009 International Building Code requires a site soil profile determination extending a depth of 100 feet for seismic site classification. The current scope requested does not include the required 100 foot soil profile determination. Borings for this report extended to a maximum depth of approximately 15 feet and this seismic site class assignment considers that the sandy clay soils encountered in the exploratory test borings continues below the maximum depth of the subsurface exploration. Additional exploration to greater depths could be considered to confirm the conditions below the current depth of exploration, or a geophysical exploration could be utilized to attempt to justify a more favorable seismic site class. 4.5 Floor Slab As currently planned, the floor of the building will be a structural floor integral with the prefabricated building supported by the foundations. If in the future the plans are changed we Reliable . Responsive . Convenient . Innovative 10 Geotechnical Engineering Report Starkey Gulch Metering Skid and GC Building . Garfield County, Colorado July 28, 2011 • Terracon Project No. AD114032 ~'I I GEOTECHNICAL ENGINEERING GROUP A lrtlrracon COMPANY should be contacted to provide design and construction recommendations for concrete slab on grade floors. 4,6 Lateral Earth Pressures As currently planned, the proposed buildings will not include unilaterally loaded walls supporting soil loads. If in the future the plans are changed we should be contacted to provide design and construction recommendations for laterally loaded walls supporting soil. 4,7 Concrete Considerations One sample (TH-1 at a depth of 0 to 5 feet) was tested for water soluble sulfate concentrations. The test results indicate water soluble sulfate concentrations of 680 ppm. Sulfate concentrations in this amount are considered to have a moderate effect on concrete that comes into contact with the soils. We recommend following the American Concrete Institute (ACI) guidelines for sulfate resistant cement. ACI recommends a Type II (sulfate resistant) cement be used for concrete that comes into contact with soils which exhibit moderate effect on concrete. In addition, the concrete should have a water cement ratio of 0.5 maximum. 5.0 GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. Terracon also should be retained to provide observation and testing services during grading, excavation, foundation construction and other earth-related construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between borings, across the site, or due to the modifying effects of construction or weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include either specifically or by implication any environmental or biological (e .g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. Reliable . Responsive . Convenient . Innovative 11 Geotechnical Engineering Report Starkey Gulch Metering Skid and GC Building _ Garfield County, Colorado July 28, 2011 _ Terracon Project No. A0114032 ~'I I GEOTECHNICAL ENGINEERING GROUP A lrerracon COMPANY This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either expressed or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes in the nature, design, or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes and either verifies or modifies the conclusions of this report in writing . Reliable _ Respons ive _ Convenient _ Innovative 12 APPENDIX A FIELD EXPLORATION GEGJOBNO. AD114032 • ° 80.0·_. ...1 ~.600· j Graphic scale Vicinity Map Starkey Gulch Metering Station Garfield County. Colorado SESE Sec 29 T6S R96W 6 th PM DATE: 07108111 Fig. A-1 Note: This figure was prepared based on USDA NAIP imagery and notes obtained during our field study and and is intended to show approximate locations of Exploratory Test Borings only. TH -1 • o Legend Indicates approximate locations of Exploratory Test Borings 100' 200' Graphic scale A lrerrncon COMPAN Exploratory Test Bore Locations Starkey Gulch Metering Station Garfield County, Colorado SESE Sec 29 T 6S R 96W 6 th PM GEG JOB NO. AD114032 DATE: 07108111 Fig. A-2 Geotechnical Engineering Report Starkey Gulch Metering Slid and GC Building _ Garfield County, Colorado July 28, 2011 _ Terracon Project No. AD114032 Field Exploration Description ~'I I GEOTECHNICAL ENGINEERING GROUP A lrerrilcon COMPANY The proposed boring locations were laid out in the field by a Terracon engineer using a scaled site plan provided by the client and measuring from available site features. The locations of the exploratory test borings should be considered accurate only to the degree implied by the means and methods used to define them. The exploratory test borings were drilled with a truck-mounted rotary drill rig using continuous flight solid-stem augers to advance the exploratory test borings. Samples of the soil encountered in the borings were obtained using the split-barrel and modified California barrel sampling procedures. In the sampling procedure, the number of blows required to advance a either a modified California Barrel sampler or a standard 2-inch O.D. split-barrel sampler the last 12 inches of the typical total 18-inch penetration by means of a 140-pound hammer with a free fall of 30 inches, is the standard penetration resistance value (SPT-N). This value is used to estimate the in-situ relative density of cohesion less soils and consistency of cohesive soils. An automatic SPT hammer was used to advance the sampler in the borings performed on this site. A significantly greater efficiency is achieved with the automatic hammer compared to the conventional safety hammer operated with a cathead and rope. This higher efficiency has an appreciable effect on the SPT -N value. The effect of the automatic hammer's efficiency has been considered in the interpretation and analysis of the subsurface information for this report. A field log of each exploratory test boring was prepared by the drill crew. These logs included visual classifications of the materials encountered during drilling as well as the driller's interpretation of the subsurface conditions between samples. Final boring logs included with this report represent the engineer's interpretation of the field logs and include modifications based on laboratory observation and tests of the samples. Rel iable _ Responsive _ Convenient _ Innovat ive Figure A-3 A llerr.x:an COMPANY KEY TO SYMBOLS Symbol Description ~ ~ Clay, sandy, soft to hard, moist, brown (CL) Notes: 1. SH -Thinwall Tube Sample. 2. CT -Modified California Barrel Sample. 3. SPT -Standard Split Barrel Sample. 4. Bulk -Bulk Disturbed Sample. 5. 22/12 -Indicates 22 blows with a 140 LB hammer falling 30 inches was required to drive the sampler 12 inches. 6. Exploratory test borings were excavated on 7/18/11 using a 4-inch diamter continuous flight power auger. 7. These logs are subject to the interpretation by GEG of the soils encountered and limitations, conclusions, and recommendations in this report. l::'il"\llll"l"\ 1\ A PROJECT: Starkey Gulch Metering Station PROJECT NO.: AD114032 ... 11i!rracoo (OIoIPAHV CLIENT: Williams Midstream LOCATION: See Figure A-2 ELEVATION: _____ _ MH LOG OF TEST BORING TH-1 DRILLER: .:eG"'E"'G _______________ LOGGED BY: DEPTH TO WATER> INITIAL: 'if None AFTER 24 HOURS: ~ ______ _ DATE: 7118111 DEPTH TO CAVING: .L Description Notes o Clay, sandy.soft to stiff, moist brown (CL) 22/12 5 10 -CT 18/12 15 CT 28/12 Bottom of boring when terminated: 15 ft. 20 25 30 35 This information ertains onl to this borin and should not be inter reted as bein indicitive of the site. I::'i..... ....... 1\ t:. PROJECT: Starkey Gulch Metering Station PROJECT NO.: AD114032 A 11imitcoo COMPA~Y CLIENT: Williams Midstream LOCATION: See Figure A-2 ELEVATION: _____ _ LOG OF TEST BORING TH-2 DRILLER: ~G~E~G ________________________ LOGGEDBY: ____ ~M~H~ _ DEPTH TO WATER> INITIAL: ¥ None AFTER 24 HOURS: ~ ______ _ DATE: 7/18/11 DEPTH TO CAVING: .L Description Notes o Clay. sandy. stiff to hard. moist, brown(CL) 5 CT 50/8 10 CT 50/12 15 CT 35112 Bottom of boring when terminated: 15 ft. 20 25 30 35 This information ertains onl to this borin and should not be inter reted as bein indicitive of the site. I::i .... ,.. II" ..... 1\ a. APPENDIX B LABORATORY TESTING Geotechnical Engineering Report Starkey Gulch Metering Skid and GC Building _ Garfield County, Colorado July 28, 2011 _ Terracon Project No. AD114032 Laboratory Testing ~' I I GEOTECHNICAL ENGINEERING GROUP A lrerracon COMPANY Soil samples were tested in the laboratory to measure their dry unit weight and natural water content, Atterberg limits and swell/consolidation characteristics tests properties. The test results are included in Appendix B below. Descriptive classifications of the soils indicated on the exploratory test boring logs are in accordance with the enclosed General Notes and the Unified Soil Classification System. Also shown are estimated Unified Soil Classification Symbols. A brief description of this classification system is attached to this report. All classification was by visual manual procedures. Selected samples were further classified using the results of Atterberg limit testing. Reliable _ Responsive _ Convenient _ Innovative Figure B-1 ~'I I GEOTECHNICAL ENGINEERING GROUP A lrerracon COMPANY Job No. AE114032 TABLE BI SUMMARY OF LABORATORY TEST RESULTS Hole Deplh Natural Dry Atterberg Limits Swell I Consolidation Direct Shear Passing Water Soil Type (feel) Moisture Density No. 200 Soluble (%) (pef) Liquid Plasticity Swell Confining Estimated Internal Cohesion Sieve Sulfates Limit Index ('!o) Pressure Swell Angle ot (pst) (%) (ppm) ('!o) ('!o ) (pst) Pressure Friction (pst) (Degrees) TH-1 o to 5 24.8 --33 18 ----------79 680 Clay, sandy (Cl) TH-1 4 17.8 108 -----0 .5 250 NA --------Clay, sandy (Cl) TH-2 4 3.8 112 -----3.2 250 NA --------Clay, sandy (Cl) -----Page 1 of 1 CONSOLIDATION TEST REPORT -1 0 . 1 2 WATER ADDED I 3 c .~ ii5 c 4 <lJ e <lJ 11-5 6 7 8 9 100 200 500 1000 2000 Applied Pressure -psI Natural Dry Dens. LL PI Sp. Overburden Pc Cc Cr Swell Press. Clpse. eo Sat. Moist. (pel) Gr. (psI) (psI) (psI) % 17.8 % 108 2.65 490 0.5 MATERIAL DESCRIPTION USCS AASHTO Project No. Client: Remarks: Project: Source: TH-J Elev.lDepth: 4 Terracon, Inc. Montrose, Colorado Figure B-2 CONSOLIDATION TEST REPORT -1 WATER ADDED I 1 3 :......... ........ 5 ~ i'. ~ , ......... ~ 7 ........ c ~ .~ " (j) C 9 " Q) ~ '\ Q) (L 11 " \ 13 15 17 19 100 200 500 1000 2000 Applied Pressure -psI Natural Dry Dens. Sp. Overburden Pc Cc Cr LL PI Swell Press. Clpse. eo Sat. Moist. (pel) Gr. (psI) (psI) (psI) % 21.3 % 3.8 % 112.3 2.65 1004 0.20 3.2 0.473 MATERIAL DESCRIPTION USCS AASHTO Project No. Client: Remarks: Project: Source: TH-2 Elev.lDepth: 4 Terracon, Inc. Montrose, Colorado Figure B-3 APPENDIX C SUPPORTING DOCUMENTS GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SS: Split Spoon -1_'/8' 1.0., 2" 0.0., unless otherwise noted ST: Thin-Walled Tube -2" 0.0., 3" 0.0., unless otherwise noted RS: Ring Sampler -2.42" 1.0., 3" 0.0., unless otherwise noted DB: Diamond Bit Coring -4", N, B BS: Bulk Sample or Auger Sample HS: PA: HA: RB: WB Hollow Stem Auger Power Auger (Solid Stem) Hand Auger Rock Bit Wash Boring or Mud Rotary The number of blows required to advance a standard 2-inch 0.0. split-spoon sampler (SS) the last 12 inches of the total 18-inch penetration with a 140-pound hammer falling 30 inches is considered the "Standard Penetration" or "N-value". WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level WS: WCI: DCI: Wet Cave in Dry Cave in WD: AB: While Sampling While Drilling After Boring BCR: ACR: N/E: Before Casing Removal After Casing Removal Not Encountered Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Soil Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non-plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils are defined on the basis oltheir in-place relative density and fine-grained soils on the basis of their consistency. CONSISTENCY OF FINE·GRAINED SOILS Unconfined Standard Penetration Coml2ressive or N·value ISS) Consistenc~ Strength, Qu, ~sf Blows/Ft. < 500 0-1 Very Soft 500 -1,000 2·4 Soft 1,000 -2,000 4-8 Medium Stiff 2,000 -4,000 8·15 Stiff 4,000 -8,000 15 -30 Very Stiff 8,000+ > 30 Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL Descri~tive Term!s) of other constituents Trace With Modifier Percent of Dry Weight <15 15-29 ~ 30 RELATIVE PROPORTIONS OF FINES Descri~tive Term!s) of other constituents Trace With Modifier Percent of Drv Weight <5 5 -12 > 12 RELATIVE DENSITY OF COARSE·GRAINED SOILS Standard Penetration or N·value ISS) Blows/Ft. 0-3 4-9 10-29 30-50 >50 Relative Densitv Very Loose Loose Medium Dense Dense Very Dense GRAIN SIZE TERMINOLOGY Major Com~onent ofSam~le Boulders Cobbles Gravel Sand Silt or Clay Particle Size Over 12 in. (300mm) 12 in. to 3 in. (300mm to 75mm) 3 in. to #4 sieve (75mm to 4.75mm) #4 to #200 sieve (4.75 to 0.075mm) Passing #200 Sieve (O.075mm) PLASTICITY DESCRIPTION Term Plastic ill/Index Non·plastic 0 Low 1·10 Medium 11-30 High > 30 Exhibit C·1 UNIFIED SOIL CLASSIFICATION SYSTEM Soil Classification Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests A Group Group Name B Symbol I Gravels: Clean Gravels: ICu2':4and 1 :o::::Cc-s:3 E i GW Well-graded gravel F ; More than 50% of Less than 5% fines C i Cu <4 and/or 1> Cc> 3 E GP ! Poorly graded gravel F I coarse Gravels with Fines; I Fines classify as ML or MH , GM ! Silty gravel F,G, H ! fraction retained on , Coarse Grained Soils; More than 12% fines C ! GC : Clayey gravel F.G,H More than 50% retained 'No.4 sieve i Fines classify as CL or CH on No. 200 sieve I Sands: Clean Sands: lCu;::"6and 1 :0:::: Cc:o:::: 3E i SW i Well-graded sand I 150% or more of coarse Less than 5% fines 0 'Cu <6 and/or 1 > Cc> 3 E I SP ! Poorly graded sand I I fraction passes Sands with Fines: Fines classify as ML or MH SM I Silty sand G,H.I No.4 sieve More than 12% fines 0 ' Fines Classify as CL or CH SC ' Clayey sand G,HJ PI > 7 and plots on or above "A" line J CL Lean clay K.L.M Silts and Clays: Inorganic: PI < 4 or plots below "A" line J , , ML SiltK,L,M Liquid limit less than 50 Liquid limit -oven dried ; , Orga nic clay KL,M.N Fine-Grained Soils: Organic: Liquid limit -not dried i < 0.75 OL Organic silt KL,M,O 50% or more passes Ihe PI plots on or above "A" line CH Fat clay K,L,M No. 200 sieve Silts and Clays: i Inorganic: PI plots below "A" line MH Elastic Silt K.L,M Liquid limit 50 or more , Organic: Liquid limit -oven dried I <0.75 OH Organic clay K,L.M.P I Liquid limit -not dried I ' Organic silt K,L,M,O Highly organic soils: Primarily organic matter, dark in alar, and organic odor PT Peat , A Based on the material passing the 3-in. (75-mm) sieve H If fines are organic, add "with organic fines" to group name. B If field sample contained cobbles or boulders, or both, add "with cobbles , If soil contains ~ 15% gravel, add "with gravel" to group name. or boulders, or both" to group name. J If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. e Gravels with 5 to 12% fines require dual symbols: GW-GM well-graded K If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel with silt, GW-GC well-graded gravel with clay, GP-GM poorly gravel," whichever is predominant. graded gravel with silt, GP-GC poorly graded gravel with clay. L If soil contains ~ 30% plus No. 200 predominantly sand, add "sandy" o Sands with 5 to 12% fines require dual symbols: SW-SM well-graded to group name. sand with silt, SW-SC well-graded sand with clay, SP-SM poorly graded M If soil contains ~ 30% plus No. 200, predominantly gravel, add sand with silt, SP-SC poorly graded sand with clay "gravelly" to group name. 2 N PI ;? 4 and plots on or above "A" line. E Cu = 0601010 Cc= (D30) o PI < 4 or plots below "A" line. 0 10 x 0 60 P PI plots on or above "A" line. F If soil contains;? 15% sand, add "with sand" to group name. o PI plots below "A" line. G Iffines classify as CL-ML, use dual symbol GC-GM, or SC-SM. 60 , ~ For classilication 01 line-grained , , salls and fine-grained fraction , , "<:-~/, 50 01 coarse-grained soils . 'f::\0 ,$'-' , .V Equation of "A ~ -line '" ",," "I' ~ Horizontal at PI:4 to LL=25.5. , , X 40 then PI=0.73 (LL-2J) , , O~ , W 0 Equation of "U" -line , , (j~ 0' Z Vertical at LL=16 to PI=7. , , , >-30 then PI=0.9 (LL-B) ;' , I-(3 "",,' 0" F '/en 20 :5 to ////. . c.. MH orOH 7 ---'/1":1 _ MI /4 , MLorOL 0 , 0 to t6 20 30 40 50 60 70 80 90 tOO 1tO LIQUID LIMIT (LL) Exhibit C-2 WEATHERING Fresh Very slight Slight Moderate Moderately severe Severe Very severe Complete GENERAL NOTES Description of Rock Properties Rock fresh, crystals bright, few joints may show slight staining. Rock rings under hammer if crystalline. Rock generally fresh, joints stained, some joints may show thin clay coatings, crystals in broken face show bright. Rock rings under hammer if crystalline. Rock generally fresh, joints stained, and discoloration extends into rock up to 1 in. Joints may contain clay. In granitoid rocks some occasional feldspar crystals are dull and discolored. Crystalline rocks ring under hammer. Significant portions of rock show discoloration and weathering effects. In granitoid rocks, most feldspars are dull and discolored; some show clayey. Rock has dull sound under hammer and shows significant loss of strength as compared with fresh rock. All rock except quartz discolored or stained. In granitoid rocks, all feldspars dull and discolored and majority show kaolinization. Rock shows severe loss of strength and can be excavated with geologist's pick. All rock except quartz discolored or stained. Rock "fabric" clear and evident, but reduced in strength to strong soil. In granitoid rocks, all feldspars kaolinized to some extent. Some fragments of strong rock usually left. All rock except quartz discolored or stained. Rock "fabric" discernible, but mass effectively reduced to "soil" with only fragments of strong rock remaining. Rock reduced to "soil". Rock "fabric" not discernible or discernible only in small, scattered locations. Quartz may be present as dikes or stringers. HARDNESS (for engineering description of rock -not to be confused with Moh's scale for minerals) Very hard Cannot be scratched with knife or sharp pick. Breaking of hand specimens requires several hard blows of geologist's pick. Hard Moderately hard Can be scratched with knife or pick only with difficulty. Hard blow of hammer required to detach hand specimen. Can be scratched with knife or pick. Gouges or grooves to Y. in. deep can be excavated by hard blow of point of a geologist's pick. Hand specimens can be detached by moderate blow. Medium Can be grooved or gouged 1/16 in. deep by firm pressure on knife or pick point. Can be excavated in small chips to pieces about 1-in. maximum size by hard blows of the point of a geologist's pick. Soft Can be gouged or grooved readily with knife or pick point. Can be excavated in chips to pieces several inches in size by moderate blows of a pick point. Small thin pieces can be broken by finger pressure. Very soft Can be carved with knife. Can be excavated readily with point of pick. Pieces 1-in. or more in thickness can be broken with finger pressure. Can be scratched readily by fingernail. Joint, Bedding and Foliation Spacing in Rock' Spacing Joints Bedding/Foliation Less than 2 in. Very close Very thin 2 in. 1 ft. Close Thin 1 ft.-3ft. Moderately close Medium 3 ft. -10ft. Wide Thick More than 10ft. Very wide Very thick Rock Quality Designator (RQD) D Joint Openness Descriptors RQD, as a percentage Diagnostic description Openness Descriptor Exceeding 90 Excellent No Visible Separation Tight 90-75 Good Less than 1/32 in. Slightly Open 75-50 Fair 1/32 to 1/8 in. Moderately Open 50-25 Poor 1/8 to 3/8 in. Open Less than 25 Very poor 3/8 in. to 0.1 ft. Moderately Wide Greater than 0.1 ft. Wide a. Spacing refers to the distance normal to the planes, of the described feature, which are parallel to each other or nearly so. b. ROD (given as a percentage) = length of core in pieces 4 in. and longer/length of run. References: American Society of Civil Engineers. Manuals and Reports on Engineering Practice -No. 56. Subsurface Investigation for Design and Construction of Foundations of Buildings. New York: American Society of Civil Engineers, 1976. U.S. Department of the Interior, Bureau of Reclamation, Engineering Geology Field Manual. Exhibit C-3 1820 E. HIGHWAY 4 02 LOVELAND,CO 80537-8805 January 25, 2012 WWW.COLOPRECAST.COM Garfield County Building Department 108 8th Street Suite 401 Glenwood Springs, CO 81601 Re: Quality Control for Precast Footers Mr. Andy Schwaller: PHONE: ( 970) 669-0535 FAX: (970 ) 669-0674 This letter is to certify that the three Colorado Precast Concrete (CPC) quality control technicians, Wade Gaking, Amalio Lozano and Alcadio Maltos follow the ACI and NPCA quality control guidelines. I am the on staff Professional Engineer and work closely with the quality control technicians to ensure the product is made to the correct specifications. I certify that the precast footers manufactured by CPC for Williams Field Services were made to the job specifications with the exception of the use of utility anchors in lieu of the rebar lift detailed on the drawing. The lifts were accepted by Boris Vilner of Samuel Engineering with my guarantee they meet Appendix D of the ACI 318-08. Please feel free to contact me with any questions. Respectfully, Kimberly Fentress, PE @Samuel Engineering, Inc. We Provide Solutions 8450 E. Crescent Pkwy, Ste 200 Greenwood Village, CO, 80111 To: Mr. Andy Schwaller Garfield County Buildings Department lOS Sth Street Suite 401 Glenwood Springs, CO, 81601 January 30, 2012 Hereby I'm stating that I'm aware of the Williams Midstream Company intent to install pre-cast concrete sleepers in order to support either S' x 16' or S' x 10' buildings at the following existing Compressor Station (CS) sites: • Wheeler Gulch CS • Starkey Gulch CS • Jangles CS • Riley CS • Callahan CS • Hayes Gulch CS • Wasatch CS • Cottonwood CS • Anvil Point CS • Sherrard Park CS • Clough CS • Rulison CS • Una CS • Hyrup CS • Crawford Cs • Rabbit Brush CS • Webster Hill CS I have received and reviewed Geotechnical Engineering Reports for the above mentioned sites; and I do consider pre-cast concrete sleepers to be an appropriate foundation system for the referenced buildings_ Hence, I approve Colorado Precast Concrete, Inc. STEM WALL drawing dated 10/21/11 Project # 11-3541 for installation at the referenced site according to subsequent SE civil/structural drawings. Boris Vilner, PE (CO) Chief Civil/Structural Engineer BVilner@Samuelengineering.com (303) 567-7628 Structural Analysis & Design Ho-Ad 4057 Camelot Circle Longmont, CO. 80504 Davis & Davis Williams Bargath LLC 8' x 16' Dual Room Chromatograph Building Parachute, CO August 9, 2011 Prepared By: Kim Gazdik, E.I. Behrenl Engineering Company J 1455 1-70 North Frontage Road Wheal Ridge, CO 80033 303.940.6868 (P) 303.940.0041 (F) Behrenl Engineering Job # 11205 Reviewed By: Pete Sopher, P .E. 8/911 J Overview Objective: Perfonn a structural analysis and design to detennine the structural members required for the 8'xI6" building. The building will be designed for two conditions: hoisted and foundation supported. When hoisted, the building shall be empty with no snow present on the roof. For design, an additional 20 PSF miscellaneous load will be added to the floor in addition to the self weight of the structure, to be conservative. The foundation supported condition will be designed for snow, wind, seismic, floor live, and roof live loads. See below for detailed loading for each condition. Data: Location -Parachute, CO 1. Roof: a. Dead Load = 5 psf + structural element self weight b. Snow Load = 65 psf (Per Ho-Ad) c. Live = 20 psf d. Wind Load = 23 psf uplift (V=lOOmph, exp C, 1=1.0) 2. Lateral Loads: a. Wind = 19 psf b. Seismic = 0.07*DL (Sus = 0.206, Sdl = 0.047, Site Class B, R = 3, I = I) 3. Floor: a. Dead Load = Self weight of steel plate and C61l1embers b. Live Load = 85 psf 4. At Hoist: (Lifting building oHI%ff of transpoli truck) a. Self weight of structure b. 85 psf equipment on noar References: J. AISC 13th Edition 2. ASCE 7 -05 Computer Programs: RAM Elements V8i, Release 12.0.0 (build IS) Conclusion: All structural elemenls are adequate in strength and deflection. Refer to drawings for member sizes, Olientution and dimensions. Owner shall provide anchorage to foundation at 4 comers of building with a capacity of 420lbs tension and 7301bs shear per anchor. A 6" minimum slab foundation is suggested. r~':,=1 ,,>-,', V' "" ! ,-" , . .:::::.I'} 'c:! i! ,0,;;;: ~,3 Behrent Engineering Current Date: 8/9/2011 10:32 AM Units syste,f11: English File name: P:12011-BEC0I11205 -HOAD 8 x 16 Chromatograph Bldg Dov;s & DavislCaicuiotionsl8x16 Dual Chrom -Overturning,etzl deo.c\ lcod '; self we l~ht \ \Vf.. load' 56 ps~ \we rocl'f looc\' ao pst ShaW lcod: (05 ps~ y A \NlrId IOod' aa.ps-t ~ a~p~t l' <se\ '::,W\\(I \ood: Ho self (J){'IBht '4 r--. 16'-'" -----1 1 I [--5'-~" 10'-(j) ~-~ ~=.w.:l~ HJl'm ' ,. ,,,,,, .. w 16'-1~ \2ic: .. ,,.,, 11 Wi{i I °g.2: -nzr S;! -J PUll. 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L nna" ... IIJIUIII.-.nR ............ ,.....,.nualllRrnl 14. wnunRaflAllaC&ID ..... u. tn,ftUT __ It. 'nI'fWhlll'l'llRmlll: .... It. ocr:wIKfCUUIftCIJllllu"" 11. IIIIWIGCIIII:_Dr:,hhm: DAVIS & DAVIS WILUAMS BARGATH LLC 8' X 16' DUAL ROOM CHROMATOGRAPH BUILDING ROOF STRUClURAl (SiZE 11""7" ~ eNO J~ ~=~ B;/~I8HEET 54 ~ Bentley' Bah",n' Engineering CUlTOtr1 Dllla; 01912011 8:50 AM UJlllII.lly!llam: Englisl\ FUn .... mll; P:\20IHIECOI.I1205 -HOAO II JI 1(1 CIVomaIDOr.lPl'l BldO OiM5 0/1. 09.os\Calculmcns\O:rl0 DIIDI CliIXlm -Ovcnlll1'\ing .1!tl.1 Anall/Sis result RODclions I.', V .~_ ~ I F'/'!. Aoo\\ed loo..~ _: .t -_F .. * deo.c.\\ox\ Inclvch DilliClion oIIlCSIIA" forrC5 ami mGlll(1fl~ ~ \ f W~ i ~ nt" En'!J'ClUS;1lI t'lg!I!Il~[!1lltOi Nodo 'X FY O'Z MX MY Candlltcn OL .. Do:ul Lc.nf " ·0.1l5472 1.707Sr o.lH)271'1 0.00000 '.00000 " -<1.05336 1.1IOD40 -000150 000000 0.00000 " 0.0S208 17852:1 .. """" 0.00000 000000 " 0.055.40 U12170 ..o.OOODG '.00000 0.00000 SUM 000000 7.22310 0,00000 0.00000 ."""" CoNlIScn LL"U'" L"",d " .01307°1 2.73235 OO~Ol 0.00000 0.00000 " -O.I:zoog 2.701(15 O.OOIV ."""" """"" " 0.1200$ :?_?07SS -0000125 0.00000 • 00000 00 o n024 :? 1:1235 ·000190 0.00000 000000 MZ 0.00000 000000 .00000 0.00000 000000 "00", 00.000 .00000 _. ____0 _._ _ .. ________. _._ __________. ____. ____ .. _._._. _ ... _ .. ___ ..... 0 ..0.0..0 _0 .<. > SUM 0""" \0.110000 00"'" 000000 0-. ') otlOOn COOd,I.,n Lls_Llva Rool l.O;Jc:I 05 -0_01:110 o {\J980 O.OOZI.IJ 000000 0.00000 .00000 00 -0.01036 0.601020 ..(l.00J48 0.00000 0.00000 0.00000 " 0.01.00 O·0402{) 0OOO7~ 000000 '.00000 0.00000 00 O.O17~6 0_63000 -I).GOOIO 0.00000 0.00000 0.00000 SUM 0.00000 2.50000 0.00000 0.00000 .""" 0.00000 COndllon SL"'51111W LOlld " -0.04"'54 2.071);15 .. "'" ""'''''' 0._ 0.00000 " .0.05000 2.0Q00.S .0.01132 0.00000 0._ 0.00000 " 00017.6 2.""" 000241 '.00000 0.00000 0.00000 " 005673 2.07«15 '0.00061 '.00000 000000 0.00000 SUM 000000 a:J2000 '.00000 000000 0.00000 0.00000 Pagel Condili:ln \'lUooWh\d Load -x DfAlcllotl " ., ..0_:14700 ..0.51133 -0.32921 -O_.'710J " ..a.3e93J -O.QEIOIj.7 " oO.~2Q5a .1.0I)0g7 SU,,"' ·t.400oo ·2.04400 COtId"dlon WLz_Wlnd Load -Z. Dlnldlon " 0.1l32.S2 -ur·HO " 0.01191 0.025<40 " 0."""" -1.3tr.!ao " ..o.~7~3 ..o.080J.0 SUM ,.00000 '2.84400 ConIjjtQn eQ:raSoI.mh: I.o:Id -X O"adkon. " .(112087 0"'945 " -0 11360 ""., " .012:ua ..CJO;fo.tS " ·01)148 ..CJOS80l SUM -0.49926 0.00000 Col'llliUon EcnlOSalsmlc la;!d·Z DJnCllon " 0.01010 ..Q_OflJ57 " .. ...". 0.09357 " .0.00585 .o.OlU07 " O.()O.IQS 0.08107 SUM 000000 0.00000 Dead' 11 ~n I/. LWQ < \0. 81Q1l. LIve Root· ~,5tol( S'f\()U) -:: B,~d"-.006041 '.00000 0.07377 0.00000 .0... 0"7"2'9"6 .0."000"0<"> 0.00000 0.00000 00.7OSaJ O.OOIJOO -0.7240:1 0.00000 00.7lI501 .. """" .o.Oa113 '.00000 -2.81000 0.00000 .0.0'U11 0.00000 0017to 0.""" 0.01160 0.00000 .(101034 0.00000 "'00'" 0."'" ..a.1241!1CJ 0.00000 -O.lUG1 0._ .0.12397 0.00000 ·0.12~02 0.00000 ..o.41l112O 0.""'" WII"(\ x'" \.50"" ~ <y,qL\lC.1' Wma t: Q,8~\<~ O/,ql.l"1' Se\~m\c" ElOOlb ~ 'lwll1d < \.51<. ~ J,Bak 7 0.5'" • d ;) WInd eonOO\~ ,.",,2 0."""" 0."" 0._ ...... 0.00000 0 ...... 0.00000 000000 '00000 0._ 0.000<l0 0.00000 0._ 0.00000 .. """ .""'" '.IIOOX> '00000 0.00000 .-000000 0.00000 000000 ..... '.00000 0"'" 0.00000 000000 000000 0.00000 O:OODOO """'" 0.00000 0.00000 000000 ,00000 0."""" 0.00000 '.00000 0.00000 des'.gn "-t BEHIlliNT ENGINEERING COMPANY • CALCULATION SHEET Customer -LfI.uQ.u-M'-':-'-_______---,-_--:-_ Project B'~Il.D' Dm\ L~I'OO1-DCWi~ it Do-vi"> Subject Lateea \ Ana.l \\5\ '" By IZC::/'N \'00 Ami\! §is LOC<l.1\IlYl: Fhrachote I CO ~, IOOm~h ~x ~()~lJre ~ :c~\.o nt-loft ~\b?,,: 10° ('oCi:: AsCE i-65 h'1et\1od \ ~lmpIL'fted ProWdvl"f ?~ , A K ~t I Ps')() ~: I.al kH' \lb :r: 1,0 \l530 • 1'119 pst l'1d flsf l'iOn to"Ito. I ~ernCCL\ ?~ ~ 6lap::.f honwntn.\ Q~ pSf Ye.rtlco..\ Job No. __ I"'ld'-"[t)""-:-___ _ Date __----::~:'_I< g,,-,/~II,--____ Page ___ B""'--____ _ Checked By --,P-,S",---,Z... ./.-L 9J-1,(Il--1 __ BEHRENT ENGINEERING COMPANY • CALCULATION SHEET CUstomer -----'-!.>r1D<-.,-MU-i.. ________ _ Project 5' xllo' Dlla.\ Chl1lY1 -Davis 4x Davis Subject LCA'tero.l A\JQ,I~s\s By Kb Se\~\'\'\\C AY1o.\~s.i~ Loco.ton~ \b.rocl1\)1e, CO (:Y\,Y5N, 10'0, lOW) :t'I,O R' .),0 ~\h C\a~~ b ~\)~: O.dCJ..q ~\)\' 0,641' De~\<QY'I Co.te~oq & Code, A'S.~ E 1-05 E o,0\YQ.\ellt Lo.tercd ForCe Desi en ; c ~! ~Q~ = 0, 0\0 '\ ~ Contro\5 RII but reed not ex c.eed c~ "-~ol "" O,OH~ T(RII) r Ctht,x ': O,in Ct : o,oas hn ' IOf.\-K: O,B and not \e5~ +han Job No. II a05 Date ~/UII Page q Checked By Ps 6/9 (II Project Name = Ho-Ad: 81 ( \101 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 39.48 Longitude = -108.1 Du~ e.11\1)TY\ -Do.vi~ ~IDo..w:) Ubro. Clw'w ,eO) Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B -Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (9) 0.2 0.310 (Ss, Site Class 8) 1.0 0.070 (S1, Site Class 8) Conterminous 48 States 2005 ASCE 7 Standard Latitude'" 39.48 Longitude = -108.1 Spectral Response Accelerations SMs and SM1 SMs = Fax Ss and SM1 = Fv x S1 Site Class B -Fa = 1.0 ,Fv = 1.0 Period Sa (sec) (g) 0.2 0.310 (SMs, Site Class B) 1.0 0.070 (SM1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 39.48 Longitude = -108.1 Design Spectral Response Accelerations SOs and SD1 SDs = 2/3 x SMs and SD1 = 213 x SM1 Site Class B -Fa = 1.0 ,Fv = 1.0 t... f:lt:1'" CI"N of T-bruchute Period Sa (sec) (g) } 0.2 0.206 (SOs, Site Class B) De:) \ 011 -\fo.\ vc:') 1.0 0.047 (S01, Site Class B) J BEHRENT ENGINEERING COMPANY • CALCULATION SHEET Customer -+l1n.\.V--1-MJ,..L ________ _ Job No. II aos Project 6')( 1(0' 000\ ChtJ\t1l-DAvi6#t DaviS Subject Overb m\09 By Kb Date 5lIQ In Page n Checked By Ps g/q/l\ O~erND\n~ An£l\N~\~; *' CDrmn\\IY\q Loao Co.5e.; O,loDL t \,OWL ~ lo" mIn '3'Ia.b Oil ~l1:lde Q5~l)rred ~ OVolI1er -m ?\1)VlCeo. hexw\e to ~\o..b whltll CQt'l re6ist ToD1b In ~I-eox ond yaD~ 1'(\ ten~\on ~\mo\tJ'(\eOJS\~ ~~ee. ~ ~ IS L1' WL -: d.qtjl<. t ~,. Lll: DIE:>' (0,'11. \,.'JO.15I<rt· IIA!)k /4'-\0. 1\ /o~er\\Jrl1\n5 I11Vrro1t ~ ~,qtlk (410') -+ 0). 8~"(51)] 1,0 " ,))11~0 ~-ft' Res\:;)nY\~ tl\orrent {r, Qa I{(~, 5') -l-1\, ~B"-(~,5~ a,1p = 00. ~g K-ft i ,r ! 0 ~ u ~ · i• is j G'"O ~ <•,i .~ .; '.". • .§i ! '" f .c" ~ •• z, .c, 1 c u W • ;: · e 0 .•c 0•z •c '" ~ .~ ~ •• • (ll ~ -;; e ;:,cfJ .... .. ~ I~~ 0 c c (ll w§ 2 cP sEa. • ,g $ ii 0 · " .!1 l~ ~ ; 2 • > a~f m = ..Q .s: -<:..> .3 s: I\S <.(, rt-® \' )< § g {5 ""7 0 -..£:) r-:r ::::r \' >< C ~ u U U Ul . I~~ ~~ a~ ~~I .tl ~~ s~ ~.~.' 8~ ~~ orf ~ 9'9 1 &i~ a~ gZl aG/"'0;0 0;0 ..... om .... N :~ ~~ ~q ~~ aa HI 09 HI I ~ I 10, ~ ~ ~ "(:'c c ,c,', • " , _ 'Lr.~, i 1 [ :, i ':3 8ehrent Engineering Current Date: 8/9120119:15 AM Units system: English File name: P:12011-BEC0I11205 -HOAO 8 x 16 Chromalograph Bldg Davis & OavlslCaiculaUonsl8x16 Dual Chrom,elzl Stool Code Chock Report: Summary -Group by description Load conditfons to be Included in design: 01=OL 02=OL+LL 03=OL+LLt 04·0L+SL 05=OL+O,75LL 06=OL+O,755L 07=01.+0,75LLr 08=OL+0,75LL+0,75LLr 09=OL +0,75LL+0,755l 010=OL+WLx 011=OL+WLz 012=OL+0]EOx 013=DL+0,7EQz 014=OL +0,75WLx+0, 75LL 015=OL +0,75WLz+0,75LL 016=OL +0,7 5WLx+0, 755L 017=OL +0,7SWLz+0, 755L 018=OL +0, 75WLx+0,75LLr 019=OL +0, 7SWLz+0,75LLr 020=OL +0, 75WLx+0, 75LL +0, 75LLr 021.0L +0, 75WLz+0, 75LL +0, 75LLr 022=OL +0, 7SWLx+0, 7SLL +0,755L 023·0L +0, 75WLz+0, 75LL +0,755L 024=OL +0,525EQx+0, 75LL 025=OL +0,525EQz+0, 75LL 026=OL +0,525EQx+0, 758L 027=OL +0,52SEQz+0, 7SSL D28=OL +0,S25EQx+0,75LLr 029=OL +0,525EQz+0]5LLr 030=OL +0525EQx+D, 75LL +0, 75LLr 031=OL +G,525EQz+0, 75Ll +0, 75LLr 032=OL +0,525EQx +0, 75LL +0, 755L 033=OL +0,525EQz+0, 75LL +0, 758L 034=0,60L +WLx 035=0,60L +WLz ¥ 3ee PS~ ILj -11\ deS\Sn Ootptr OL1tPUT ~~:::~t~_:~~ ____________________________ ~_~~;;r OescrlptJon Section ------. ,--------,--, BMl »BM2 *BM3 BM4 'kColumn Header >t Joist ~long Eave >/:: Ridge Roof Brace ",,"Short Eave i-Wall Brace W6X20 aisiBox 2x4x14ga M 12X11c8 ais/Box 2x4x14ga Member Clrl Eq, Ratio Status Reference ._-------------------------------7 035 all00,00% 0,00 OK Eq, Hl-lb 5 02 aI66,67% 0,04 Wilh wamings Sec, G2,1(a) 3 09 at 33.93% 0,04 With warnings Sec, G2,1(a) 2 04 at 50.00% 0,04 OK Sec, G2,1(a) 15 011 al 0,00% 0,50 OK C5,2,1-3 82 D11 at 0.00% 0,19 OK C5,2,1-3 50 04 aL 0.00% 0,28 OK CS,2,1-3 29 035-.122,50% 0,14 OK C52,1-3 30 04 a14U5% 0,20 Wilhwamings Eq_ H1-1b 60 023 al 0,00% 0,12 OK C5,2,1-2 26 04 at 50.00% Ml OK C3,3,1-1 81 Dll aIO,OO% 0,52 OK C3,3,1-1 Pagel I~ ~ Bentley Bohronl EnoJnouring a..nmD",,·l~I' 1):1l~/>.ll ''''''It .. l'lb.to:~ RIo """"" p"~,,./)£CO.,,~,·t\O'oOl.,~ ~ 8>100-aD .... ~\b"Duo! a-rn.et<'. 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"' .... ..,.",. 1">11 I~;; '"' """"01"''''''''' ,_ .. &u.!) I') 1-<--11 .;-u. .~ ~".«;I""""""''''''''''''''1P,=1I''''' (1, 1"'1 .-.-~"'''"'"''''''If<~'''''''''''II() 1"1 '"' oal~ ..... ,·. ..." .. ..,.,...".....,1 (JI 1.. ... 1 ,''" ~O<_~.""V .... ''''''' ICool ..-.ei "':' ,,,,,.,,, __ .0Ij 0> I·""" ", .... !I".",." ... " ""i"'1 1"1 ,~ .~ P~""H l.1.m~ .. , rlot ..... llod loIambo", Cold.fo~ D·.<.,l>.":m"'o''t'.'o .a.:. ._ ..,..--....cI. .s..I. .,... ..".._. . ''·.II!''...,1 ~_ .... 1 f.I~~ P".'''''''''"-I'''I v" ....... ,,".1 ''''','''--''I1~1 EII""'_'IEI 5 .... .,...",..10<_' 101 E~_,"",,",I..:b-PlI .f. .................. ..p lwoa-". .. _·_~Il .. l'l 1~ .......... ""' ... --..~ 1 ....... -s ....... .... p .......... t'"-'-I_·_ e....-... "'''''-.. ..... _ ... """""",_c_ .. !UI1 ~k_'1'CLIr:I c....,_'~-. ..... _b_">; 100, Dr ....... ro~ FLLW!\l I~_"''' ,.." ,"-", ,~ I'<IF-~I ,~ .. ,..-..,. ~, ~ " ,. ,-"lJ--I nlll •• ~, ... 'W . ., "" v ... " •"•. ~. "''D~ "' ...... 10 -,-•• ,. ,~ •.'•~. •I•. •• ,'". '" ~" ....... It:a<o Clf) ~" ...... "'!. !!-'!.I!l!~ [1to'a!)31 ".<.01 G... " ,.j.t~!J'i!!!j=C·""-_______________C '·C' _· :~::..:~:':':,_ Mo'Mt>1o' •. Hot .. ,,(ltd ~\.m~ .. : Col~D'mod ,~. ... . ~., ..... . "."".-......... ,,,~ 1:1.1(11..-11j .(01'(11,<'1>] paQel5 ~.~tC'"--.C.C IUryC-'-----------------C,=~C~C-'~~~OO~'"C-______________________ ." .... u· ... ,·eInRr",. Vi "' ................. "' .. tL~.~ t<::-". . H!tw.llS!iUru ,,_ ... , .. -~--,-.et:.Jb!5rt!r-e! H:!J".P.rMiIl.."l!aJhl !iilO';;"HIIIIFUS4011 """ ~. ;:...:-."' .. 00"" ... . . .., U:'!IJI',lpj O<U/"JA , '"' II • .., • ." ~" ". ...., ........ l:~ '~el) ," __ '_,'_0_'_'_' '~CHI Oil .. OlIO), '".-... Ih.021 1!i<.el2lj 1:;0<0:, DID .0""·, ... u: ,M Rot ...... 1'5,,(:,)11 IS .. en I) =--cc----------------------c,=.c------~;,:_---~-.•-.-.-----"''*''''ooJI ... ,.,,,, .. 1.?l"'~"'~.J!!!!CI1'~ .. , l!1l I~" nl 1.r::Y9" •• ot W!!s!goUD Ii,; t~" e~1 e>:;.ao, f{lRGOUf'n!5.S1OI1 , ~l1':a!' -," ~. -e" fKloI 0."' ..... ",:'}IIco1 It "'oml)tra: ilOH"n"d t ...... btra: Cord·lonmod l ....... e ..... 'o<!!:r'tl -om ............... .."." .... -M.mbllrs: Ho!~lell Members: C..w-r,,'m.d M.mlio" D~oIg,,'otlltu~ 5 ....... ~ ... a...n ... 01 r........ "'~I ON o~ VII .,oro,. """",,, .. Iot ... {~ ... ,)(T) B _ "'_~_IIJJ lI_oIw.-IP>'>DI'OI .... Jcr-r 5_ ......... ~ .......... lJl ~"'-_._ .......... lle.t) t»t.....I<oon_t ... b ............. ~ .... lr·· .. 1 rOF ........ ~_dh_jpM"" ...... ) I,. ..... ' 1I_ ... "" __ .d ..... tt;b'I(;>W> ....... r ~,.,~ ""' •• _oIDJI""",r",1 ,Y. "."."..ft.O 'rfTl ~('") ~1.bhlu.IEI St>o,,_ • .b .... II~f ~, ~" ~" ~ ......... ~ ... "' .. ,. '" : VIICGIIiIII • e51 H ~I~ " Soctlon IDformaUDn ,., ... -.~-1"'11 ow. ,,"..'",, 0". ,~U-J "" o~. .,'.'",' ' ,~"'-2"' ,., o~ Vii":! om 1ft ,.,' . "" ". Ut' ,., ..... ". I"""WI •• ~"':J •• ~""~I _. (~'n:1 I1I~H ~mt.a .. : j.f"I·,.,lIld J.-I~mw-.. , Cald-Ia ...... d ( ....... It!!V''lKWl~J E_'""v»"""''''' ... _ Ur!I><O<.Of __ ......,.II.>.LTI 1_1oI"' _ IaI>a"'''''''''''''~ I ............. -.PB1"_"'•I I•a _... ,., ......... 1/41:IOn'-'~1_oIDs-oI ........ sERVice COIiUtlOUS ,--._............ __._ . IIO.JJI " 1"'1 Do_"' ___ ~ DEIION CHECKS --!l. .......... """ ....... ,~ !!!!:!!!l.I!.JI.." ..... "'I!'!UftzJ ~.....!ImJfl) eo ......... "' ......... !!" 10 Mombo!'fo: Ilcl-lOliod ,umbll ... CIIld-fC7ln<Od "'-_ ......... ''''''''' ...... ..,.",...,00'1 .r.t~hI s ... I!!~.!!!:l!!!l!m!l!!!:"!l. :a -""-~O'!""I ~-G.lll'l", "" ..... '""'" """"'''I!!!·~~I !"' .. n...""I.!<10<'~ [)£SOO"filRlfIIIlOU ~ -,c, ~-::r~~ '"""' ~Il~ "'--_. L.,.,....OI ... 'P ..... "1'!'jr. LI'.:!.l5!! 1!fl3f!l!nR; !'D Elll!lOll Ftlil OOUl'R£U101I ~ ~ "'-'IU'"ll'! :rrl ~ ~.l11Ul .. ,." ... _<011 .. l""!l::!!"E!l!!:~!!Z llIEGla!l!) t;.><!J .. '_ ... """f ...... rig PfS>OllfOfllo.<lZiOd ~ -t,~, "'~, Ie, (I<.!::'~; ~-~o:tl'ltffl, • • • ~, ,., ~ " " ,...-". ." ~, ,., ..... ' ...... ~ .. P~J9 ~ ,~, ~,..-... t:>'t. ~1i,:; 1""" n.'., ..... ~" ~, '~l <I,,,,,.,,.. C.'lo "" ,~, cR.o,oh''' ''''' 15 "'';''n,'I..t. NIN''''I.> .'". , ". '. ,. o. ~ ~ ,. .... , ...... J~c.otl ,.. .. "'1'10 ..... u --"9 1'-< ""11 ,. jS«-t:I~ II 4!IH elll on",Ii'~ ,~. ... ~-!SttQ~1 ,~ 1~C;H1J t~r;:z·" (nS .. ",1'Ji ,~. ~-"n -~, '" ""C, rliocc:.ll 0.1010""'" ,~. ....... ·71'1 (Eot.ll, , ro 1:": CI_II ... t:lC_~'I" t4a>')I~ Mern"" .. : th.l·totlte! u.mbt .. : Cold·I_1I --... --, ~,. .,ho __ " .. _"'OOo.jll;>t .................. _;o ~tD t="e!"", ........... M) "r'1m ......... nth Wr! P"""'et' .. IIItt""'''''''''' ..... •• ... '3 , Zf(LolIgEu&j OK ~lc>mbota: I-iot.f'Cll." r,tembofl: Coh;l.fotmod PROPERTIES 9....t1trnll""'O: eotJBo.b~.I.lt. JUS} Dt ... "oJ<>no-., • DaI ,,"J 'lO;' !"II Og,~ 1'<'1 Il00<-.... '''--.. 0... ................ \'111 ~dl_(po __ .IU1 a ........ _fDr_~ .... lln 1~1.-_.. .............. _1___. ... .r.J1 J ~l ~ .. _,, __ ,'-l!:'w, Ooa.Ww::o __ .. ""' ... " .... ~_)I'~,.) T<poluflr. __ ... ""......,~ ..... ,15_, '_tIo.-: __ ,oIr.o,"-_/IIIo",/,S"'1 P".'_"'w _ flO) "''''-liI:MOil o.fI..n.nv"''' V ..... n .. {Frl f."aa.~rN' EI~"""""'IE) : ..... ~ ....... lal u..: .... It""" f_"""""""",'o,U,,o,I.lK,,l, ,,,,, 1InOo-..... ~ ....... !qCICU-L)'l \~"'......",,..,.. ..... <11-1:: .. "". M.lln;I Lno .. llo....-..r _"'''~11><>_ ?,. .._.. "1.1._.....,. 'w.1>f( ,,,-,-_ ... ~,'''''''lcJ,,,".r .. "" ... ~ .. ....... DlOlOUJ .. ClJ'" ~,. O1l.'IIOIIIHIO .~-Cl.l'_1 ~ .. DlotCCOIio .~ C5".J ~ .. --DlIIOOO'" en.!·) S8(lUDD IDll1lU1aUon 0., ............ .,.", ., "I~'G Nln", ",• .. ~ '" ... ., O~ , .~! .~. '~I "" ,I<.>,! I) .O.i.l' .-1 .. 11 .. n ,., ..n ...~., I. ,&1, -"""" ,~"'-II •••• I~'" --1'<01»:'1 'I!!oJU 0 .. 1ot1lP<""" -,~ '. '. ,~ " ... ... " .o. '" '" ,., o. .'." , '" r~9"n r,'-<nba~: IIDlof'VIled 1.14",1.0,,: CoJd.f",mO" v ...... _ u.n ::-~---.---:--.-,,"'-.. ,---' ~ _ .. />IL>I ·_ .. "'_ .................... dfl!\..')C<l1 ~ .. ~_,rd."'_r.g 1"1 lIo!!I ............. JJ5!>t ftt! --'"-_ ... "'" ."'. "'''P'I-'''lP' f+!/!!he. e .... "' ............ )IJ "'0",11",,: HG1"""I"d Momt>..tt: CDld·lg"''Od -~,.., --, .. "" ..... ~~ ; ... f!O!!ll'%"r! ..... r~ "'_ ... , ....... ,~,""' " "'-U=~ 1l':l't"·"''',..1 ..... (~1 , ~. l~I ... 'nJ -IlO!lJ":"''''J c...,I>I......rboftollnp ........ 's,lpIIm ...... , J --~h ~, ... ~ ""-~~ -....., I'. ~ ........ --._ . ""'to , ... _C, tr:':! .12.'lCI ... ."~ ~-'I' ,,"-C, '" ISooc.C)l.) ISo< Cl) ~~ .. O_ .-.3 '" ... 'oJ ,~ -.... C, f.lo< c::J1 II --" ,,,$e, s.< fn e.OIom-. ',teInbo .. , I-l.,t·,p!lod ~"mN'.". ..C old~onn.d .~ ~ .......... ..,., ...... ~ •• s-e. .'b.! Oo!I ........... ,-" ... •• lrIomb." 00810n .IDI'" Mombel'l: H"l·l1>~ocl IJ,mbc .. : Cold·, .. """d Dlmonolon, • """ loP ,~ . 0,,,, ''', 00" I" _.... ---.. o-a. ...... too_ ,.~ " ' ...... ~t_'''''-<U~'''''' D~_~b"',""",,,L,po"""'''.m, til "-">"Ol' __ t~ ..... t ~_V""" ___ """'t ... , ,J ~....,., .................. , ,t~ u......", ......... _ .. .",._·"' .. .,..""'''''·_JIl>.)<') T""'Idto< __ .",.~ .. '_' .. "' ......... ) ,., .... 1 B-...-... __ '.' .......... "'......, ...... ,j "..." pol .. , ...... "'V".-I ... , , ..... .,f,J 1.,,"' ....... [~~t ~-,.~.'l 11 ...... ,.,..,""''''' .... ;'0' --f_~."..,..cIIIII~l fB .. M~I ........ "'..,.. u.btO«<l_, ..... .......,..I\.,,, l ...... _ ..... ," .. '.....,.,qo· .... ~ l_""'ao'OV A# ........ .,.". .......... D'"'"'G1a'QII P-~, ....... ( "<91"'''->'''_ ~, .... " ... ,O>I",,,.,~,, SEnVK:E (01-l0lTl0115 .~.." -c:.:r.!1Ir.!.!II\o OJ,·, -~"-Il.Ift IIG 00.. (:IJ '·1 .c..,.f -~ I):I~"G_ e51H Cr>h 1n~ .. l2!.71. "'-CStl·] .-el2 .. , SocUon InformatlOD ""' "...,. .. ,. .. ... , .... '"' .., "'" !?, .W, '0' .* .* '0' ,., .~ ',N.,' ,u, ., .el*l' .-,~, '0' ''"" .." .~ r.,l ,.1, '"' ,.. ,...." . ~ .-.. , ." ~, --fXl:>~21 lI'~n ,~ .... " .. t. """" ... d. ,'.. ,. " ,. ,ro ~ •• '" '" ,., •• ',". P~c.l6 Mo.ml>o'll·.I-1"',,",I'-<I r.!~mbe .. : CCld-formod loWl ~ O:tEo 110-... ,,...,,.,....\,It<mOVOO .. ''''''' ..... I\..', ---'C"C"c:------C,~:--c~c,-,-c'_~o\o _"'1ILo1 '''-l-1 0._ .. <>n'op' ....... _ ... -...; ____ ,:":.... ___ .C.:c.....:.":':.=.=~"__ ____ _ OE1IION I:H£tKS DE:IIIl1lFORft.Ull'll: "'_ ........ P'no!'rn ............... nl!. .. n "''''''''0« ... -. ............... ·m. .... ·. ..... v ~¢', -, lil'''-Ill o );j ... ·111 ~, ~'I(·"'! ~ .(I"I~"1 ",.mb9f11: Hol .... llou ' •• mb<> .. : Cold·l .. """d " ........ It1-M"'!' IYOI ~"'I 10_ ... _ . NIiIGIIFOI!llJft5>O/J J UtI'" "'1"."' t!'Jl'I .. ": t ",("",·r) , -"' .. n.o ........ t.u f.'<<--Ol) __________ '_w'-_-'-CJ: 'J .. , .'".' ' """ ,n , . ,~, ll~J '" ae M~rnbortl Hal...."rle .. Momblll1l. CoId.fa,rnod ~ o~ 'u.._.u.nh .. _.._ ...... .._ _ " ... & ~....,,"'!"'I' ............ !.-!l 'i'""I' .... ,..· .... "'I· ... ..,.·Ionn40 on PflQPElTlEll ~" (l.< "!.coo,, ~ c:.u 1.1 ~" (l.<"!il""'" n ... , ...... 0)11 ~ .. ().1or!l)')01>. "-::!"., ~ .. o.lo<!.cw.. 11>""."", 0'1-1 C,n'·' Section inlormaUDn "~bol .. Hot..-oll~d Mon.bor.;, Coid-fom'lOd D~ .... lon. .r' :' ~ ,-'''1 • CICIO 1"'1 0\.10 ""l 00/1 [>oj w~ 0 •• 10 .... 100".'>=. Ttw. ....... . '''''' pr<>I>0'~·_· ____________ c ,., l>en""~" "C,\r_Qr' ,.,.".., o,I. ._...p... .... .. '.,.) ,,,,~_.)If) tI __ ..... __ "bi>rn=ol"""I II) """'"'a~ __ " .... )If) s_~· ....... _=...,;IJ) S""""""'JI!'p_(c:.) o..,..,. ....... ~_ ..... " ...... ~_,' ... "') lao_ .. >rtn'I..-.l.r.ol .... _~ .. _) I~''''~J ~_ ... I"<._~."'h.ICW>-...."') ~.O\~ P""""''''w'-Ito) __ "n.,f,1 1 ........ _""1 f' ................... '"') s ..... ..-.. ........ ' ,0, fft ..... ~I"...-I~) £""" ....... .,.,~"" .. = ....... " .. =po._r...;;"'/I."lYl l.'V"'b""""""'I"""''''=''~ l ..... b"""'ll ,"",,"''''''' ",.,,-... & ... ",,,,,,,,"", 9_ .... ,.1> ... -"<v"'.l!oOtl .. ........ ~"'''"~'''''.''''''''' •• n-_ ,~, ,,,..,,~ ,"I.",~ ' 1,,11 .'','' ' ,., "'~I 1~""J lq. ... l') 1~'o\Z1 ~, ,. " ,., ... ..,." .. " ... "' ..... u (.e.o; "I .~, ~'"'" .~ ,~ --c:~, ... .~ """ .~ H. I) o~ ~., .,. o. :')-J«'g(; ,"~!j ...... , ... " '" ,. ,00 ,. '" ,~ " ". ,' .... ' .. _._-----Mombol'r: HIII·rollld IA.,.,b."" Cl>la.lc ...... d n. ........ "W""'" 11I<rnn< _.,)\Jt) Oa...,.._.ri"c,__m. ,._ . (l\I_J!l " ,I .e... Coln 1"1 lOS = .. ,ll>t<'I'-. ,........, ........... pi. LIn !I." .. 1I1 ...... ~ O ....... !.nT!I~I~ -......... ,..-..-...... "' .. --"""",,,., '''''''''''' ...... ""'WlN"' '011"0'1 .'01~ .-. eroh ".., 11010''''''' ~,. I~' ,,'I' I~C:)I , .... C) 'II 111 I~Q, ,&I I~rt c:J J I) ro..r ........ ,:;,. cll· 1"'''''1>l' .. . . ,-~""'"'Ir"l!-;O.!!Jtu_ ______________ ·" "c. c.cc.c.-~-=·:"~c-__________ .. ~~YU!!:P.....&; f"iI>l ~~~_J_~_ ___________~ __ , '"' ~"'i~Ul'!!P--"""'-.---------: ""I -~1!a-l!'~-!!l-!!'"-JItJ---------~, eoo.,", ,0, """'''1 t>t........ ~Cl (rI<,>-eJ , ................ "''' ,."...., .. R:~,~Jm> ~~.'!'~~J "I.: .$0<1:1) ,~ ,~" C71 ,~" -... " .. ).""1.0 I~ "'II '.... fS.,CH, , .. ,(; ;." '" :"'''000> 110' ..... =0-I ~, tlEHKENl ENGJNEERlNG COMPANY • CALCULATION SHEET Customer --1!\.llO.L-LlAOu-__________ _ Project _",.8'-,---)( .ullQJ.L'-tD""o".ulL--.'-JChilllO",IYl-,--,--,-D.<.>,Q""'/-""IS-,lt,-"l)"",c.,-,,-V,--i" ' _ Subject_.u\)'lJ.1i..5JCl.. ..,. __________ By __ ~K~bL-__________ ___ Y"n(A( S?OJI: 4 '·0'1 a ~~OX\ COnQ m0\" 1 ""0.'1( \QO.d.: &J ~1 (w It"\d 1 mOJ( Q,\\oUJQh\( ; u>.Q,Ll Illi>'f '7 ~clp ~t -t SH p~ a~ Root ?OX'e\ De~'I~n ~ alo~o. ffi~ mali S~ = a '-0" a ~~c.1'\ ceno It\ DY\ \'YIo.x load' (o6PS1 (~now) YYlo.\( a\\owo.b\(\ ~ '71\to,~ pst ., tJ,6?s~ 'I::.. ::'ee P5 8~ [-\oar ?Io.jg, 'i)e~\caY\ ~ t/I./" steel rno.x. ~I'\ ~ S-~\' max load· 8o~t (\W~) mo.x. o.\\oux,,\:M > IOo,~~it ) 85{lst k... ~H ~5 aq Job No. _......l..!:II~I.!'CO>b.5~ ___ _ Date ___~, ,-,I...J.qLJ/I.L\ _____ Page __ J.ld~cl _____ _ Checked By --1P-"S1.-!.l.~Llql1./.ll11 ___ 0 00 8<P 90. pe,R OK 0"0 a(o So. POR oK. 26 GAUGE "PBR" PANEL INFORMATION "PBR" PANEL I: '{"J I f"j 36" 12" ~. 4"'W 113/s"l SECTION PROPERTIES PANEL F, WEIGHT TOP FLAT IN COMPRESSION SODOM FLAT IN COMPRESSION GAUGE (KSI) (PSF) Ix Sx M. Ix Sx M, (In.'IIL) (In.'Ift.) (In. Kip) (In.'IIL) On.'IIL) (In. Kip) 26 80.0 0.94 0.0423 0.0386 1.3928 0.0390 0.0437 1.5698 NOTES 1. Atl calculations for the properties of panels are calcufaled in accordance with the 1986 edition of Specifications (or the Desjgn of light Gauge Cold Fanned Slee! SIOIclura! Membern -publisbed by Ihe American Iron and Steel In,!IIurue (A.I.S.I.) 2. ,. Is for defleclion determination. 3. S. Is for bendIng. 4. M; is allowable bending moment. 5. All values are for one foot of panel width. ALLOWABLE UNIFORM LIVE LOADS IN POUNDS PER SQUARE FOOT SPAN LOAD 26 GAUGE (F, = 80 KSI) TYPE TYPE SPAN IN FEET :0.0 4.0 5.0 6.0 7.0 8.0 SIMPLE NEGATIVE WIND LOAD 155.0 87.2 55.8 38.8 28.5 21.8 LIVE LOAD/DEFLECTION 102.7 43.3 22.2 12.8 8.1 5.4 2-SPAN NEGATIVE WIND LOAD 137.6 77.4 49.5 34.4 25.3 19.3 LIVE LOAD/DEFLECTION 116.3 65.4 41.9 28.5 18.0 12.0 3-SPAN NEGATIVE WIND LOAD 172.0 96.7 61.9 43.0 31.6 24.2 LIVE LOADIDEFLECTION 145.4 75.4 38.6 22.3 14.1 9.4 4-SPAN NEGATIVE WIND LOAD 160.6 90.3 57.8 40.1 29.5 22.6 OR MORE LIVE LOAD/DEFLECTION 135.7 76.3 41.0 23.7 14.9 10.0 NOTES 1. Allowable loads are based on unifonn span lengths and Fy of BO KSI for 26 gauge. 2. LL Is allowable live toad. 3. Wl is allowable wlnd load and has been Increased by 33.333%. 4. Deflection loads are limited by a maximum deflection ratio of U240 of span or maximum bending stress 10 five PAGE 26GA-4 load. 5. Weight of the panels has not been deducted from allowable IGads. 6. Load table vaJues do not address web crippling requlremenls or connection of panel to substrate. 7. Minimum bearing length of 1.5" required. SUBJECT TO CHANGE WITHOUT NOnCE EFFECTIVE DATE AUGUST 2, 2004 FLOOR PLATE BENDING CAPACITY Pourids per Sq: Ft .149 .203 .265 .335 .414 .596 .100 2 ·145 .810 ,9BdB lab,~e8nd to the right of the heavy black "nos will cause d&neci!ons of...more4han 1/164 of the spirn. ;.:jci~.'S()fii;,;pdenecl!ons for the loads given above, divide th~ coefficient of dsfiecUoIl for the span by the III plate In inches. d~~!eE.'~n caused by loads tsu than shown above, first find the deflection eaund by the loads this by the actual load and dMde by ,the load given above. For safety, loads groeter than In the table should not be used • . Lolwsare based on an extreme fiber stress ot 16 ksl and 2Lf!lple span bendJng_ AMWCAN INSTITUTE Of' STttL COHSTRUCOON ,, .. 'I 1"1 ' " -___ m~·=? -en,??? ~ f3'(';Intley 8ehrent Engineering Current Date: 819/201112:40 PM Units systeln: English File name: P:12011-BEC0I11205 -HOAO S x 16 Chromalograph Bldg Davis & DavfslCalculalions\Sx16 Dual Chrom -Hoisled.elz\ * dO ()~t IY\\~C. \0() Q()p\\ed -to floor ~ h\)I \d\l1o. -m bt erY\p"\i LO Ith no .snoLO pve:)en~ on roof 01 tilYt of lift hDIst loco.-non) y A Current Date: 819/201112:41 PM Units system: English File n.me: P:\2011-BECOI11205 -HOAD 8 x 16 Chromalograph Bldg Davis & DavisICalcul.tions\8x16 Dual Chrom -Hoisled.elzl Report: Summary ~ Group by description Load condltlons to be Included In design: D1=DL D2=DL+LL D3=DL +0. 75LL Description _ .... ----BM1 BM2 BM3 BM4 Column Header J.Q!g Long Eave ~ Roof ~[ace Sbo[j Eave Wall Brnce Section W6X20 alslBox 2K4xl4ga MI2Xll.B aisiBox 2x4x14ga Steel Code Check ~ummoyy Member Ctrl Eq. RaUo Status Reference --_. __ . ---.--------.----.. ~---------------.---7 D2 alo.oO% 0.02 OK Eq. H1-1b 5 02 aI50.00% 0.11 OK Eq. H1-1b 3 D2 aI60.71% 0.12 With warnings Eq.HHb 1 D2 al 50.00% 0.07 Ol( Eq. H1-1b 10 02 al 0.00% 0.49 OK C5.2.1-1 47 D2 aI100.00% 0.17 OK C5.2.1-3 57 D2 al1 00.00% 0.21 OK C5.2.1-2 28 02 aIO.OD% 0.24 Ol( C5.2.1-3 30 D2 a143.75% 0.15 OK Eq. H1-1b 75 02 al 100.00% O.OB OK C5.2.1-2 27 D2.150.00% 0.10 OK C5.1.1-1 33 02.10.00% 0.46 OK C3.3.1-1 -----._--------.-----2~ Pagel ~. .-. '~-:;:T'~ ~ (;,.::1, • ~ ,:V, ~ ~ t ,>. , • .• ' ".<~ .• /I. ... ~J Behrent Engineering Current Date: 819/201112:41 PM Units system: English File name: P:12011·BECO\11205· HOAD 8 x 16 Chromatograph Bldg Davis & Davis\Calculalions\8x16 Dual Chrom· Hoisted.eizl Reactions Analysis result \na.l( ReQrnms @Uftll1S Eyes >f &0 ?~1 mi~t\ \oo.d InCluded DirecUon of positive forces and moments Node FX Condilion 52=OL+Ll 95 -0.21133 96 97 98 SUM -0.19755 0.18387 0.22501 0.00000 Forces (KIP] FY . -~~---2.46964 2.43065 2.41624 2.49222 9.80875 FZ 0.00748 0.00544 -0.00337 ·0.00955 0.00000 MojDents IKlp·ft\ MX MY ----. __ ._ .. _-.,.-. 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 MZ 0.00000 0.00000 0.00000 0.00000 .. _----0.00000 0.00000 0.00000 ,L'" Im\XI-c1 fuctor at so:fet\j (I, /:)') ." ~.:r 51(. ) :S~ ~ 4 I< Pagel BEHRENT ENGINEERING COMPANY • CALCULATION SHEET Customer .....J.\j-'-'-o'-'-·M-'.J-_~ ______ _ Project 8')(\(01 \)00.\ ChrDrrl -Oo.vis ~ Do.vi~ Subject \Th\&I By Kb Llrt\l1% 'bH Deslan ~ \" th\C¥: ~tee \ \>mo.\(' 411. 't{lg i .~ m "" Ij" I ( J J ::'IB CXuC\<. SrrOK: F\J ' OA ("\0\(5 \) : 14,4 '1<5 i PI : I,(pao" "\" .. \.(oae)lni:l a" ( i II) '11 U) \=l\o..~ Co..?o.t\t~ • 1,lba51nJ (\LlI41<s'l)' ~~,,,\I<" OlJ,41(. ) 4,0" , '. Q\{ In ~reo.r Job No, \ \a Q5 Date )1, I q III Page Q& Checked By ?0 ~lq(1I ('o~(.~ w q,\Q ~ 3( '6" -\\\\(t Co,?o.C \t~ : D ,q~ B (to )(5):: Jll8lji: ot,B41( '7 ti, 0" ~BENTLEY Curront Date: 41101200710:02 AM UnIts system: EngUsh Fite name: C:IProgram AleslRAMlRAM AdvanselDalalCemexlAnal ModelslC-l0 To C-ll TranslerTower_adv Seetlon nama: alsiBox 4x2x14ga DImensIons: Z-~ a = 4.QOO lin] WIdth b = 2.000 lin] Depth Seclion Information L.tr /Ff.'= ;:~'~1-.x I Z:x 41<> -: -7, 71 H(f4 Ii' i~ -------r = 0.090 lin) Inside bend radius I = 0.070 pn) Thickness Properties: Area 8.040E·Ol [ln2) Gi:oss area o( the secUon. 133 5.BQ3E-Ol Vn4) Moment oflnerllaaboutlocal a,1s 3. 122 1.68BE+00 Iln4] Momant of InertIa about local axls 2. 123 3.469E-18 Iln4) Product 01 Inerlla. Ang3'to~ 0.000 I') Angle 10 the principal axls. 133' 5.B03E·Ol Vn4) Moment of InerUa aboul principal axis 3. 122' 1.68SE+00 Vn4) Momenl ollnenla aboui principal axis 2. I max 1.686E+OD Vn4) Maxlmum moment of Inertia. I mIn 5.B03E-Ol Iln4) Minimum moment oJ fne$. DlsLlo cg 3: 0.000 pn) Distance from (he geomeb1c cenler 10 the gravity canJer of Ole section In the axis 3 dlrecUon. Dlsl. 10 c92; 0.000 Vn) Distance from th~ ge_ome{rfc cenler (0 Ihe gravity center of the secUon in the axis 2 direcUon. JTor 1.374E+00 Iln4) Salnl-Venant torslDtl conStant. )(se' 0.000 Vn] Distance rrom the c.g. to lhe shear cenler with reJeren.ce to ,the prfncipal axis 3. Ysc' 0.000 [lnJ Dlslance Irom the e.g. 10 the shear cenler wllh rel.rence 10 lI>e principal axis 2. Cw 1.145E-Ol [ln6] Warplng constanl. rO 1.679 lin] Polar radius of gyraUon. J 33' 0.000 IInJ Property 10 ")J1sl~er Iorslonal-fie,u",1 !luckllng about principal axis 3. J22' 0.000 linJ Property 10 censlder IiJrsIOfl"' -nexu",' buckling aboul prmclpalaxls 2. S 33 5.a03E-O~ pn31 Seelfon modulus aboullocal axla 3'l y 1 S22 BA32E·Ol pn3) Saeuon modulus eboullocal axis 2~ X S 33' 5.B03E-Ol pn3] SecUon modulus aboul prlOcipal axls 3. 822' B.432E-Ol [ln3) Seellon modulus aboul principal axis 2. Z 33 6.450E-Ol Iin3) PlasUcsBcllDfl modulus abcul focaf axis 3. Z22 1.039E+OO 1103] Plesue .eeUon modulus about local axIs 2. 233' 6.450E-Ol Iln3) PlasUc secUon modulus aboul prIncipal axis 3. 222' 1.039E+00. 1103) PlesUe section modulus about princIpal axis 2. Fae 3 1.200 Shear faclor in axis 3 direcUon. Fae 2 1.200 Shear laelor In axis 2 dlrecUon. Max 3 2.000 [In) Coordlnala of the larlh..,1 poslUv. extremlly 01 Ih.,ecllon In re/alion 10 local axis 3. Mln3 -2.000 Ilnl Coornina.le of the farthest negalive axlremfly of the secUon In relalfon 10 local axis 3. Max 2 1.000 [In) Coordlnale 01 the farll>esl poslUve e,'remlly 01 th •• ecllan In relaUon 10 local axIs 2. MIn 2 -1.000 [In) Coordinate of lhe farthest negaUve extremity of the secUon In relation 10 local axis 2. Max 3' 2.000. lin) Coordinale 01 the larlhesl positive ex~emlty 01 the seCilon In relaUon 10 prlnclpal axis 3. Mln3' -2.000 [In) Coordlnale of the farthesl negaUve e'lremily 01 the secUon In relaUon 10 princIpal •• 1' 3. Ma,2' 1.000 [lnJ Coordinale of Ihe Iarlhi;'S1 poiiii"e e,~emlly 01 lI>e secilon In relaUon 10 principal a,is 2. Mlo2' -1.000 [In] Coordinate of !he farthesl negal1ve exlremily of the seclion in (elalion 10 principal axis 2. Pagel Xerox WorkCentre Network Scanning Confirmation Report XEROX Job Details: Job Information DE'Jice N!rne: Submission Date: Submission Tme: Template Information Name: Owner. DescripIion: File S8I11n98 Fonnat Images Fie,1: BytesFied: Scan Settings Images Seamed: 0rigI1aI Type: Origb1al S~e: Auto Exposure: U~: Contrast: Shalpness: Sides Imaged: Resolution: Bits per Pbcel: Output Colo!: Comprossion auanty: Compression: COF7665 lo.\l2110 03:37 PM lmage-Dn~ PDF o o o MIXED AUTO OFF 4 AUTO 3 ONE SIDED RES 300 x 300 24 AUTO 128 MRC..2LAYER_MULTI Copyright (cJ 1993-2007 Xerox Cmporaion. AI Rights ReseNed. Job Status: o out of 1 filed successfully. 0estInaII0n 1: S1a1Lf; DeIaiIs: FriErdy Name: Server Name: Path: Protocol: FlIng PoIK:)f. IJorument Name: Destination 2: S1a1Lf; Detals: Friendly Name: SeNerName: Path: Protocol: FIilgPd<y: Document Name: DestInation 3: SlaIusDeIaiS'. FriErdy Name: Server Name: Path: Protocol: FllngPd<y: Doru'nent N!rne: Deetinatlon 4: S1a1Lf; DeIaiIs: FrIeIlcIy Name: S_Name: Path: Protocol: FlIng Pd<y: Document Name: OestInstion 5: S1a1Lf; DeIaiIs: Frien<ly Name: Server Name: Path: Protocol: FiD1g PoIo:y. IJorument Name: DestInaUon 6: Slalus Detaijs: Friendly Name: Server Name: Path: Prot<Xd: Fding PoI<.y: Document Name: SIatua. .•• _ ....... FAILED JOO canceled by sys1em. FII..OfIi::e 192.168.13204:21 ' __ JHibberd FTP NEWJ\VTO_GENERATE Status. .......... " ... Stalus, .............. . SIatua. ............ . StaIus. ............. . Stalus, .............. . COMcheck Software Version 3.8.0 Envelope Compliance Certificate 20091ECC Section 1: Project Information Project Type: New Construction Project TiUe : S'x 16' D.R.Chromatograph Building Construction SHe: Parachute, CO Owner/Agent: Williams Bargath, llC Parachute, CO Section 2: General Information Building location (for weather data): Climate Zone: Parachute, Colorado 5b Actlvltv Type(l) Inst. Building (Warehouse) Floor Area 12B Section 3: Requirements Checklist Cllmate-5peclflc Requirements: Component NamefDescrfptlon Gross Area or Perimeter Roof 1: Other Metal Building Roof (b) 12B Exterior Wall 1: Metal Building Wall 400 Door 1: Insulated Metal, Swinging 21 Door 2: Insulated Metal, Swinging 21 Floor 1: Other Floor (b) 12B Designer/Contracto r: HOAD, Inc. 4057 Gamelot Circle longmon~ CO B0504 (720)-720-2000 Cavity ConI. Proposed R·Yalue R·Yalue U.factor 0.066 21.0 0.0 0.066 0.320 0.320 0.066 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code reqUirements. (b) 'Qthe( components require supporting documentation for proposed U-factors. Air Leakage, Component Certification, and Vapor Retarder Requirements: Budgat U-FactOr(a) 0.055 0.069 0.700 0.700 0.033 S 1. All joints and penelrations are caulked, gasketed or covered with a moisture vapor-penneable wrapping material Installed in accordance with the manufacturer's installation instructions, IE 2. Windows, doors, and skylights certified as maeting leakege requirements. i 3. Component R-values & U-factors labeled as certified. 4. No roof insulation Is Installed on a suspended ceiling with removable ceiling panels. 5. 'Qthe( components have supporting documentation for proposed U-Factors. ~ 6. Insulation instafted according to manufacturer's instructions, in substantial contact with the surface being Insulated, and in a manner that achieves the rated R-value without compressing the insulation. W/fir 0 7. Slsir, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. ~lfrO B. Cargo doors and loading dock doors are weather sealed. , D'D 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E2B3, are sealed with gasket or caulk. o 10.Bullding entrance doors have a vestibule equipped with closing devices. Exceptions: Project nUe: B'x 16' D.R.Chromatograph Building Report date: 10/03/11 Data filename: C:IDocuments and SettingslrschlittlMy DocumentsICOMcheckI55-DAD-ll061(Bx16 DR CHROM BLDG).cck Page 1 of2 .g. Building entrances with revoMng doors. }ill Doors that open directly from a space less than 3000 sq. ft. in area. Section 4: Compliance Statement Compliance Statement: Th. proposed env.lope design represented in this document Is consistent with the building plans, sp.clfications and oth.r calculations submitted with this pennlt applicetion. Th. proposed .nv.lop. system has baen d.slgned to me.t the 2009 IECC __. ..m.. .nts In COMcheckV.rslon 3.8.0 and to comply with the Ir.m.n In the Req Irements Checklist 1(?/3(;, Oat. Project Title: B'x 16' D.R.Chromatograph Building R.port date: 10/03/11 Date filename: C:IDocum.nts and SettingslrschlittlMy DocumentsICOMcheckI55·DAD·l1061(Bx16 DR CHROM BLDG).cck Page 2 of2 A·A 16' 1" 10' 7§" , 5' 5~" -D ' (i) j 1 .--I: L:.:.!..!J_ -r . ~ -l-I 1 '-4" I I ® I I I G:: I <I I I I I I I c-c <I I I I I\ A 4 A6.s.66,.'t--J 1'-4" L~tL ______________________ -..-_______________ _____ ~.t 5;("-t----J ~"--t----f 1~" -j-tJ:::-++-+-i 3" 0~" TYP Y f GROUNDING LUG DETAIL B·B PLAHVIEW ~IGNAIURE/DATE .M~TE bI"P<>PPPll"H.. " tI"IirNn ":--.----j-~=~~==~'---__+--=.; REV 0, 6/13/11 , \I.". nl:~CRlr nON OF ~ION ISSUE FOR F ABRICA TION ., ~ .••. --.". n l ~ -~ ~ 1111 ( II-H l"l IISIIW l' ..1!. 17 ..1!. 15 , ') , l~ VVVoI. I .. D·D 8 -1 ..1!. 11 -..!!. Jl 10 --•"-O!c . APPROVED SUBJECT TO NOTED NOTES: I EXCEPTIONS eX INSPECTIONS ~ ~~~"'.!f~: ~~'p~~H ' ." GARFIELD COUNTY :: :~~:~~;~'I:.'.', ~,!.~ . ,.. =0.041 BUIL~ DEP~~:: '~K;~II ... U,ruCTIID-GAlVANIUDSHIET Date :t--By ~ :: ~~~ ....~ ff~~~j'!p~lImDWIIITE26 ..., T~ LD COpy •. 11';:15 :AMjIRICAN 'OJ "t! NO INSPECTION WITHOUT 1:: :~~~""~L I I DO' i~~;:~:,1~"''l:i l' . THESE PLANS ON SITE 12. ~~~~., , .... --..... page of 13. :, U:,Z.OINIC BERRENT ENGINEERING COMPANY 11455 W. 1·70, N. Froatage Road .. u ••• noui'1 CO 80033·2101 Pknn. ~ (~n1\ ••• < .... • Io.;u;:, I VIVII:K DAVIS & DAVIS WILLIAMS BARGATH LLC ITITLE 8' X 16' DUAL ROOM CHROMATOGRAPH-BUILDING SKID STRUCTURAL 4057 CAMELOT CIR ~ .~~ LONGMONT, CO 80504 SIZE 1.1"X17" ID~~AD11061S1 www.hoadinc.com .NU: I'u< 3S ----r IS' I 7' 4" 3' ----I 1-. -_. .. -" --t CD I \!J 32 " --· " ----I'-s1" CD I I 3. ----I I CD 2!1 ----~ 2' ----I 27 -----I' -~ " to-1--2' 2"-.. · ---2S -· " -0) CDI 2. ----_. O!:!" 3' 4" -2'-10"-1--2' I~"-1--2' 'ei"-I ' 3a" 2. · -· -st" 7')·1 0 -3' 71" r--12'. 22 · ---8' I 8' 21 " · --CD \!J C!J C!J \!J C!J CD I 2. --· -I. · -· · 1. ---· CD CD 17 · -" -" CD CD <l II • · -· -4'-1" 4'-1 " " · ----l' · · · · -18 ---· · -"12 -" ·" "· --·" CD ..-~ ...., " 1. -" · --• · " · · -SECTJOII 'fA ( UlVAnOIi c.c • -DIVIDER WAU~ " " " -,t.odt~~ uldte~/L..#Ithl1t.5 /', Llf"l ;II?1d /4J;t/'k~"" 'pN~ .4 · " " · -) ,• " " -" · I " " · · · ZOOt! &$~ ~C-n~ /e>t7B • Z()1J9 .r8~, CI.fI'ln 12. 4 " " ---• · --" -2 " " · " · A -----~ /-I tsWAU 2l4.t14GA -A-500 GR B 8 WW> MARK SERVICE Size TYPE MATL D<TN 'Q . , I .... I W ROCEOUR \!J t ~.-.m \!J ® ®~ © ® "2 G: l' -6~ · ~ =""Z ~,.. (j) j II . " _ . '111 -1+-" ~. 101_H_,. ~I 101-H-" ~ ,II' -H-II --"2 Nom: 1. WlNII LOAD: 100 MPH IUPIISURE .C") 2. SHOW LOAD: 65,SF I-I·-I~·-'-4" , -o!:!" ., ~ 'u -" 3. FlOOR lIVE LOAD: 15 'SF 4. $lISMlC! sm cuss I ,SdS o O.2QI, 501 ... 0.047 ~ , S. FLOOflIlSULA'DON: R·21 UNEO WITH ZO &A. tLlCTRO-GAlVAHIZED SKEET CD \!J CD \!J CD 6. WAUIHJUlAnON: 11.·21 (i): 1' J] '2 Q" 7, ROOf IHCVLAnOIt. R·21 II INmUDJI. WALL UNER: 14 SA. fLECmIJ..ULVAHIWI SHEET PAINTED Mint " OTERiOR SHIET STEEL: AMERICAN IUI1.DING COMPONENTS-..,alr PANEL 2& GA. TAN :CD <! t» • fASllHW: 12-14 11-S(lf TA'P~' "g;HEAD 'MTH &/1-0.0. WASKERS12-D.C. . ' ,. CD 10. NO FIR! RAma· ' UllOM Mun If.u MUM OF 30'fRaM AMY OntER SlRUCTUR! G: <l G: ," 11. 3'0" I 1'0" stm aaoRS £QUIPP£D~PAMfC Haw .. DOOR CUISERS & 24-X 24-WIRE 4 GLASS. "-112" LOMR IHSTAUU IN HJllIlGOR. 12-X1Z" lOUVER IHtrAllEO lH LHR DOOR a '·~~?.II I 12. 20. 12" X ". fliED VEH1'SINSTAlUD IN WAllS n. TYPE OF CONSTRucnOM: Y-, U. OCCUPAIICY CLASSIFJCAnOM; ,·1 1&. IUIUlING COOE: 2001 ree. 200' NEC <D.\>. (i) ,'~'(,. til , I ~ 4"-1-nEVAn.NI-' UQ.~J!19 ";' i~ ELfVAnoR 0-0 OMDER WALL-~ CUSTOMER DAVIS & DAVIS BEHRENT ENGINEERlN~~~~~1t' lilA. ... :"0/-, 11455 W. 1·70, N. Frontage Roa4 ~~o/WILLIAMS BARGATH LLC Wheal Pjdge, CO 80033.2101 ;. ....:. .." TITLE SIGNATURE/DATE REVISIONiuA·I'~· -DESClill~TION OF REVISION H O-AD 8' X 16' DUAL ROOM CHROMATOGRAPH-BUILDING I"I'I'H. tN". REV 0, 6/13/11 ISSUE FOR FABRICATION WALL STRUCTURAL 1'" ) (j .(;. 4057 CAMELOT CIR SIZE DWGNO IJOB NO REV ~I' I' H . W~ I UlYltH LONGMONT, CO 80504 11"X17tt 550AD110S1S2 650AOU061 0 www.hoadinc.com SERIAL NO: ICODE I~~~N ~~ . "_MV d SHEET DATE 6L13/11 S2 a5 · · 0 0 a4 · 0 0 0 " 0 0 0 0 I' -,1 4" "I 32 · · 0 0 /-3' · · 0 0 30 · 0 · 0 I 1 .. · 0 0 0 G) 2' 0 · 0 · 27 · · 0 0 U · · · 0 2' · 0 0 0 2. · · 0 0 21 0 · · 22 0 0 0 0 2' · · · 0 20 0 0 0 0 '9 0 0 0 0 CD 11 0 · 0 0 17 0 · · 0 0 ,. 0 · 0 0 0 ,. · · · 0 0 14 · · · 0 0 13 · · · · 0 12 · · · 0 · " · · · · 0 3'-71" 3'-7~" 1. 0 · · · · r .. , • · · · · · 4 8 · · · · · 1 · · · · · 8' G) G) •• ·· ·· ·· ·· ·· 4 · · · 0 · a · · · · 0 2 · · · · 0 1 T&WALL 2x2I16QA · A·SOO GR B B WElD MAIl. SERVICE SIZE TYPE MATL O.r.rA..lL WELO PROCEDURES @~ ®~ ©=z @~3/'o 4' -1 " == WP\1U I01-H-.' _,,01_-1" _, ,Ol-li-IIII -. 101-H-.D NOTE&. '0 WUtD LOliD: 100 MPH IEXPIISURE ·C1 2. SNOW LOAD: 65 PSF a. FLOOR LIVE LOAD: as 'SF •• SEISMIC: SITE CLASS 105115=0.206, SDl =0.041 •• noOR IISuu.nOH: R·21 UNEO WITH za GA. ELfCmO·&AlVANIZED SHEET •• WAl1INSULAllDN: IM!1 G) 7. ROOF IYSULATlDIt: R·21 B INTERIOR WAU WIER: 14 GA. EUCTRO.G,ALVAMlnD SHm PAINTED WHlrt g' EXTERIOR SHEET rna.: AMERICAN BUILOINS CDMPONtHTS-"'PBR" PANn 26 GA. TAH • FASID1£AS: 12 .. 141 ,. SELF TAPPIYS HEI HWI WITH 5/1"0.11. WASHER@12"D.c. 10 NO FIRE RATlN&.IUILDINI MUll at MUllllUM OF aD' FROM ANY OlHER STRUCTURE SECTION E-E 11' 3'0"17'0" mn IHIDRS EQUIPPED WITH PANIC HOW .. DOOR CLOSERS,' 2C"X24"WlRE el-U[ I • wss. 18" X tZ-LOUVER IHSTAUED IN RNR DOOR, 12" X 12· LOUVER IfiSTAun IN LHR DOOR 12. 2 EA. 12" X 1B-flX(Q vms INSTALLED fHWALLS DIVIDER WALL la. TYPE DF CDNSTRucnON; '-B 14. OCCUPANCY clASSlFICAnON: S-l S?::?~o~218 ): 15. BUILlnNB CODE: 200& IBC, 200! NEe o~~\'. SOP1"~1' BEHRENT ENGINEERING COMPANY 8;'1 <;;\~ W114h5e5a tW R.ild.g7e0,, CNO. F 8ro0n03ta3g·2e 1R0o1 ad i '~9 : Pl;~De # (3031918-6~ ~ ..... ~~$ CUSTOMER DAVIS & DAVIS ~OO/1l.e WILLIAMS BARGATH LLC HO-AD TITLE SIG NATURE/DATE REVISION/DATE DESCRIPTION OF REVISION 8' X 16' DUAL ROOM CHROMATOGRAPH BUILDING f'\PPR. ENG. REV 0, 6/13/11 ISSUE FOR F ABRICA TION DIVIDER WALL STRUCTURAL f1T.C; 4057 CAMELOT CIR SIZE DWGNO JOB NO REV I'\PPR. CUSTOMER LONGMONT. CO 80504 11"X1r 55DAD11061S3 55DAD11061 0 www.hoadinc.com SERIAL NO: Ie DE Ig~wN BY S_MO d SHEET S3 DATE 6/13/ll 3. 33 16' J2 I • ~I 31 (3) -' .. -T -1' -7~" 1-3'-3i"L 2. 23 U CD (I) CD CD <!) 21 ~ CD ~ ~ ~ 2' G:: f9 II f7 (1) (1) f--~ (i) (i) f6 f! I i 8' f---= 2) , If fD (I) ~l "J <!) <!) G) • ~ t£-1~" G) ~ p) -. 7 -:1 • . CD 5 3 ' 31"r-(1) (j) (1) (i) (i) ~I: ~ A-591 -4 A-36 A-ll 2' 1OJ." 2 ' -10~" 3' -4~" A-500 GR B .. i= 2'-10" 3'_4" 1 ' -7~" -4 MM" SERVICE S'U TYPE MATL ~ '®~ I@[IC: ':'---Z ,@~,.. ® ROOF TOP VIEW ~, 101-H .... _ , 101-_" _ , 101 -" -" _ 101-H-, . NOTES: 1. WIND lOAn: 100 MPH IElJ'IISUR£ -C-J 2. sHaW LOAO: 15 'Sf 3, flOOR un LaAD: I I PIf C. SEISMIC: 1m CLASS 1,5111=G.208, SOt .. 0.047 5. WALUNIULADON: R·21 6. ROOf INIUUnaN: ~21 7. IHTtAlOR WAll UNEft: 14 SA. El'ECTRO·W.VAItJlED SHEET PAIHTfD WHm (i) (1) 8. EmAlOR IHE(f l llEl: AMERICAN 1UI1iG CDMPONENTS· -"IR" 'ANEl 21 CiA. TAH FAST1HEIIS: 12-14 X ,. SElf TAPPING H fAD wt1H 1/1" 0.0. WASHU4tl2" D.c. ~. 9. NO FUlE UTiMa.. IUILDiNI.UIT IE MIN aM at 3D' FftDM AMY OTHlB 5mucroRE ®-_@J 10. 111 f1L1ET FIIRFtASHI ... AMbRDOfU.' I \ 3/16 FJun FOR JUNIOR IWI 11. TYPE OF COHSTRUCDON: '.J T. -::'U ~/I 12. OCCUPANCY ClASSIFICAlJON: &-1 8 ' 13. IUlLolNG CODE: 2001 flO, 201H NIt 0 ROOF END VIEW !?J'.?9-~.~~ 'oS';. BEHREN! ENGINEERING COMPANY O._<:~I'> SOP~· •• <"l' 11455 W. 1-70, N. Frontage Road , g:/~ ~\~ Wheel Pjdge, C~ ~2!'p-Z1Ol I t. ~~) Qt. .N ~ II,;U:::> I urilER ~. -' ~.$ DAVIS & DAVIS 'S/il'-'~--e' ~ WILLIAMS BARGATH LLC fIj[£-Sl~ REVlslO~7DATE . DE~CRIPTmNJlF ~ H O -A D 8' X 16' DUAL ROOM CHROMATOGRAPH·BUILDING !,\PPH. ENli. REV 0, 6/13111 ISSUE FOR F ABRICA TION ROOF STRUCTURAL rq:c; 4057 CAMELOT CIR LONGMONT, CO 80504 ,SIZE 11' X17' DWGNO JO~5~~D11061 IR~ !,\PPH. CUSIUMt H www.hoodinc.com 55DAD11061S4 FRlI\I. NO: Ie, IDE Ig=~N B! ,."'"M,~ 11 SHEET 54 r'~--------------------------------16~'============~~-_-_-8-'~~~~~~~~~~~~~~~~~:I WIREWAY OUTSIDE BUILDING ----,-I PLC PNL I J 1 1 BAnERY" 3'-0"x1'6" WORK TABLE STORAGE SHELF I o CARRIER GAS o H20 ANALYZER INLET STEM BULKHEAD HEATER -/V .':i\ )' 'I" (If ~t:JtN"'~ l.IV,fI; 5'1t:v".,~ ~/f~l'r 5'~~~ h-'ft//J'I? ", ;/9#/;/{)/\ SI I .,/t"C~D/y/~ C~4C/.I~ ~~r .,50 p"/~$/c;t ;f k#!/PI#f -/tJlI ~"'I"Ae/l'1' /dOC /IJ"m/s tt~~eI k \ 51tfHd '7 ~~~J' l&?tllr~J .:t ~r $(;,I'If,~,4;r7 I , 0 AP1Ru 8' I . , as 34 33 _32 31 3D 29 Z8 21 28 2. 24 Z3 22 21 20 19 1& 11 16 16 14 18 1% 1: 10 9 & 1 8 • 4 3 IROOF FLASHING 2 1 ITS ROOF MARK SERVlCE ~< SIZE TYPE IA·591 IA.3I lA-I IA·&OO DR B MAlL 1=, UA. TAlI i@12·O.C. ,~r ~9' ~~e, M'/~ ,S"b8.Z.f r--;-f-·-""'l.------CICi 'iTc:TUS,,·'i\Mf'v,yll::g-rn-----=O:-::A-:-V::-:IS=--=-&-=O=-A=-=-V-=I=-S-------j , /~ WILLIAMS BARGATH LLC HO-AD ITITLE 81 X 16' DUAL ROOM CHROMATOGRAPH BUILDING LAYOUT PLAN bn"""-,,...,.,,---__+ --=~=IGN~ATUIR=E/D==-=-ATE_--+--.:.:.:REV='~ISrn»i7DA=-~~==--TE+----=D==IE~=IP T1'O'tl OF REvl~ION I'\I'I'K. ~Nu. REV 0, 6/13/11 ISSUE FOR FABRICATION I\J.<.;. 4057 CAMELOT CIR LONGMONT, CO 80504 www.hoodinc.com r'I'I'K. <';U"I UM"K ISEHIAL NU: IW"E • , ~-_... . -..... .... " ..... .... .... .... " "-.... " , " , I /" t ".... '". ... , "-\ \ \ .... , , "-, ""-" , , "-..... ..... ", ..... NOTTOSCAIF • n · SEI/4 SEI/4 8.29 T.6S., R.96 W. PARCEL #2171-332-00-019 SURFACE OWNER: PRODUCIION RMT • , STARKEY COMPRES$C)R STATION "" ......... --..... ............ .... -------------.-.-._--------...... ~ ......... ---....... -.. ........... ---------...... -..... _-............. -...-----.... • -.... -..... _-• r---10 .L-.J ...... ~-~ ---..... ~------~-----...... .... --------..-.... -~-• , • ~ D ~~.l). __ _ CONDITIONS OF PERMIT BLCO-2-12-2377 Williams Production/Bargath-Williams Chromatograph Building Starkey Compressor Station Parachute, Colorado , 1) ALL WORK SHALL COMPLY WITH THE 2009IBC, AND MANUFACTURERS SPECIFICATIONS. 2) ALL WORK SHALL COMPLY WITH THE CONDITIONS OF THE CURRENT LAND USE PERMIT. 3) ALL WORK SHALL COMPLY WITH STATE AND FEDERAL REGULATIONS. 4) ENGINEER SHALL FIELD VERIFY STRUCTURAL FILL AND PRECAST FOUNDATION PLACEMENT. PROVIDE APPROVAL REPORT AT CO/FINAL INSPECTION. 5) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION. 6) FIELD VERIFY CO.O.H. INSIGNIA IS AFFIXED AT CO/FINAL INSPECTION. 7) ROOMS WITH STORAGE BATIERY SYSTEMS HAVING A LIQUID ELECTROLYTE CAPACITY OVER SO GALLONS, OR A LITHIUM-ION CAPACITY OF 1000 POUNDS USED FOR STAND BY POWER REQUIRES ONE (1) HOUR SEPARATION PER IBC, TABLE 508.2.5. 8) LOCKS, LATCHES AND LANDINGS PER 2009IBC, SECTION 1008. 9) LIGHT AND VENTILATION PER 2009IBC, CHAPTER 12. -----------------------~ Cnv.i,hHJ5 ,r fpy~# f ~(Z.. 13", Id'1II1 f2e.,ulrLI1A.~""f.s . APPROVED stJDJECrTO N01'El> EXCEPTIONS & INSPECTION; GARFIELD COUNTY BUILD~EPAROO1 Date ;?; /'Z-By~ IELD CO~p~y+=i= NO INSPECIlON WITHOtrf THESE PLANS ON SIn: page or Starke -t T, ~ T.~ It+ J &P._ , ,.. , Gulch Com Vicinity rYlap • • •• MM • • ••• '-i/C .. .. . . p ' J .,.. ... .. ressor Station r ~1' I ~. -.:' t ,; , -1 -A 7 II :n ... i .... .t + .. • · " i r i I 1 1 i -.. , -t ;-.... . ' r ... ..' ,; , .. A • , IS ,<, -..1. '" + " . '1'7 -J I ,t#" wI .J ,. I ~. •• i J ! ® t .., . ~ • '-".;---a-.t. I,,-J I"'~" ~+ ~ -~ j , r -I~ 1 r t , 1.+ • t < .". _ 1& _ J. • .. • -,; , 1 -, -.. ,.... -,; i .t I-,41 . , I-; • ,• , --, ... , -~ -,. ,. I ,j-t I!-----I .. ... , • • 1-1 11 • '" 0. t ... .. . , , T.6 S., R.96 W. 6th P.M. ... -• ... ; t ..~_ r , -" @. • , • • • • .. • OIL I • II ,. S HAL Z ,. " '" .. ;-,. • /' f 2171 T.6S. -R.98l1' • II , , .. , 1 -2 -3 -4 A ~I <>. Il. ___ F~~T.Q...EQO!:!!lli£C1 ~ONC L-(TOC) --I' I--DIA HEAVY -------...r1~=h sl HEX NUT ~ TACK WELD OR STAKE THREADS A36 THREADED ROD AS SHOWN ;:::: 1 LO DROD I B EMBEDMENT LENGTH STANDARD HIGH STRENGTH ROD I-----+------j WASHER DIA. (0) TYPE TYPE THICKNESS AR HAR F·1554 F·1554 GRADE 36 GRADE 55 'A' 'A' 112 7 10 118 518 9 12 314 11 14 314 18 114 718 12 17 718 21 14 19 24 5116 11/8 16 21 1114 17 23 1318 19 26 1112 20 28 1112 29 318 18 32 13/4 1314 24 2 27 37 112 2114 30 41 2 112 33 46 518 ANCHOR ROD DETAIL SCALE; NONE CWGNO. O E SCR I PT I O f'4 NO. REFERENCE DRAW INGS A I B I c I o ./"" HAS SUPER ,-_ _ ____ "",,' THREADED ROD EMBEDMENT LENGTH ~J ~ OJ'~~~LYWINUT& ~ ~ ~. on",,~ CONC STANDARD HIGH ROD STRENGTH ORILl BIT DIA. (0) i--:TYPE""-::-:-+-TYP-=E--l DIA. (0) EAR HEAR --....... .,.J., [8..... . (TOC) '.' ~ DRILL BIT ---il=:==I1-'--~~ ~ DIA .'S' §~ ~ ROD 01" -----tj:::::jto-Fyo36 KSI MIN. F'I'"55 KSI MIN. 'A' 'A' 'B' 112 4114 63/8 3/4 5/8 5 7 112 718 314 6518 10 1 718 7 112 11114 11/8 12318 12318 1114 1114 15 15 1112 §~ SEE ARJHAR RODS TABLE FOR WASHER THICKNESS HIL TI ANCHOR ROD HIT -RE SOO-SD EPOXY ANCHOR ROD DETAIL SCALE NONE TYPICAl ANCHOR ROO NOTES; 1. NUTS SHAlL BE ASTM A·563, GRADE C, WASHERS SHAlL BE ASTM F-844. 2. ALl DIMENSIONS ARE IN INCHES, USE ANSI B18.22.11965 (R197S) TYPE B, REGULAR FOR DIMENSIONS. 3. EDGE DISTANCE SHALl BE 5d OR 4' MIN. FOR STANDARD ANCHOR RODS: 7d OR 6' MIN. FOR HIGfl.STRENGTH RODS. 4. ALL ANCHOR RODS PROJECTIONS SHOWN ON THIS DRAWING SHALL BE MEASURED FROM THE TOP OF THE ROUGH CONCRETE AND NOT FROM THE GROUT. ANCHOR RODS SHALl BE SET WITH A TEMPlATE. CLEAN OL AND RUST FROM AlL ANCHOR RODS PRIOR TO PLACING 5. TYPICAL ANCHOR ROD CALL-OUT SHALL BE AS FOLLOWS: 314 AR 22' (18' .41 .--"/I FINISHED CONC TOP 1 r 6• SCH. 40 V ~TEaPIPE FILLED WITH CONCRETE '1 r 16' 0 HOLE FILLED . -V WITH CONCRETE BOLLARD DETAIL SCALE NONE E ROD DIAMETER ---.J I I I I PROJECTION TYPE OF ANCHOR ROD ..J EMBEDMENT LENGTH TOTAL LENGTH e~"KU{ $(,,11 ~dol "en't, ffl'uc.~".fl f.tl Mdl ptec.~ .p",N-tf,wt pl~W1M:1-. ~,,,,(. If1f(l(JI/~1 ~por+,-tt cr.c,..; ... 1 flA'5r~c..hiJ)1 . l '..ij" l'.e TYPICAL FOUNDATION CONSTRUCTION DETAILS SCAlE; NONE , ; , \.-Z'()' OF COMPACTED TO 95% MPD COOT CLASS 6 (OR SIMIlAR) CRUSHED STONE AGGREGATE ORWEU.-GRADED & CONDITIONED NATIVE SOIL. ,.. I F I G I EARTHWORK AND CONCRETE CONSTRUCTION NOTES I SPECIFICATION A. GENERAL SITE IHFORMAllON 1. DESIGN CODE = IBC· 2009 : OCCUPANCY CATEGORY = II. GARFIELD COUNTY. CO. 2. SNOW LOAD = 40 PSt (ROOF SNOW); Is ·1.0 3. WIND SPEED' 90 mph: EXPOSURE· 'C': I w· '.O 4. SITE CLASS = '0' 5. SEISMIC DESIGN PARAMETERS: 5s=0.361 ; 508=0.38 } SEISMIC DESIGN CATEGORY (SOC) = B ' I = 10 S, =0.075 ; SOl =0.12 ' E • ~ EARI!!WORK AND FOUNDATION CONSTRUCTION 1. FOUNDATION CONSTRUCTION AND SITE PREPARATION METHODS SHALL FOllOW RECOMMENDATIONS OUTLMD IN GEO-TECHNICAI. REPORT NO. ADl l 4032 PROVIJED BY TERRACON, SPECIFIC REQUIREMENTS ARE AS FOLLOWS; A. FOUNDATION SYSTEM: SHALLOW SPREAD fOOTINGS ON 2'-0' OF COMPACTED STRUCTURAL fiLL, ON-SITE SOILS ARE SUITABLE FOR STRUCTURAL FILL. B. FROST DEPTH; 36' C. SOIL COMPOSITION: 15'.()' OF SANDY CLAY 2. EXCAVATION AND BACK Fill; A. FOLLOW SPECIFIED RECOMMENDATIONS OUTLINED ON PAGES (4 TO 10) OF THE REFERENCED ABOVE GEO-TECHNICAL REPORT. B. ENTIRE AREA AROUND EACH FOUNDATION MUST BE THOROUGHLY PROBED FOR UNDERGROUND PIPE, CONDUIT, HIGH PRESSURE UNES, ETC. BEFORE ANY EXCAVATION BEGINS. H C. STRUCTURAL BACK.fILl SHALL CONSIST OF COOT ClASS 6 CRUSHED STONE AGGREGATE IT SHALL BE PLACED IN 6" MAX. LIFTS, STRUCTURAL FILL IN FOUNDATION AREAS SHOULD BE COMPACTED TO 95% OF THE ASTM-1557 MODIFIED PROCTOR DENSITY. 3. SUB-GRADE CONDITIONS SHOULD BE INSPECTED BY A GEO-TECHNICAL ENGINEER PRIOR TO PlACEMENT OF ANY CONCRETE. STRUCTURAL FILL SHALL BE INSPECTED AND TESTED. Co CONCRETE 1. AlL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACl 301 SPECIFICATIONS fOR STRUCTURAL CONCRETE FOR BULDINGS LATEST EDITION, TO AC1-31B-oa BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. CONCRETE STRENGTH TEST SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF ACl-318. CHAPTER 5. 2. CONCRETE AND REINFORCEMENT SHALL BE DESIGNED AND PLACED IN ACCORDANCE WITH THE ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI-31B-oa. ACI-305 'HOT WEATHER CONCRETING' AND ACI·306 'COLD WEATHER CONCRETING' SHALL BE FOLLOWED. 3. CONCRETE PARAMETERS SHALL BE AS FOllOWS; F FREE2ING THAWING Fl EXPOSURE CATEGORY & CLASS C S P CORROSION SULFATE PERMEABIUTY PROTECTION EXPOSURE Cl SI PO lEAN CONCRETE SHALL BE (f' c) 1500 psi f'c AT 28 DAYS 4500 psi CEMENT TYPE II W/C RATIO 0.45 AIR CONTENT 4.5% TO 7% MAX SlUMP AlLCONC. 4' TO 6' 4. AGGREGATES SHAlL BE CRUSHED STONE CONFORMING TO 'SPECIFICATION FOR CONCRETE AGGREGATES' ASTM C33. 5. WATER USED IN MIXING CONCRETE SHAlL CONFORM TO ASTMCl602. OTHER PROVISIONS NIA 6. REINFORCING BARS SHALl BE DEFORMED, INTERMEDIATE GRADE NEW BILlET STEEL CONFORMING TO ASTM AB151NCLUOING SUPPLEMENTARY REQUIREMENTS SI. GRADE 60 (420 MPA). FIELD SPUCES AND DEVELOPMENT LENGTH SHALL COMPlY WITH THE FOLLOWING SCHEDULE, UNLESS NOTED OTHERWISE. TEL TEL TlS TlS REBAR SIZE HDl TOP OTHER TOP OTHER #4 7 25 19 32 25 #5 8 31 24 40 31 116 10 37 28 48 37 #7 12 54 42 70 54 !Ill 13 B2 47 80 62 #9 15 70 54 91 70 #10 17 78 60 102 78 #11 19 87 67 113 87 REINFORCEMENT SHALL BE INSPECTED BEFORE CONCRETE IS PLACED WHERE A. TEL = TENSION EMBEDMENT LENGTH TlS = TENSION lAP SPLICE LENGTH HDL • HOOK DEVELOPMENT LENGTH B. 'TOP' BARS ARE ALL HORIZONTAl BARS SO PlACED THAT MORE THAN 12' OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE C . ..... L BARS THAT ARE NOT 'TOP' BARS ARE 'OTHER' BARS 7. CONCRETE PROTECTION FOR REINFORCEMENT· CLEAR DISTANCE FROM FACE OF CONCRETE TO BAR SHAlL BE AS FOLLOWS UNLESS NOTED OTHERWISE: A. CONCRETE DEPOSITED AGAINST GROUND OR VOID FORM; 3' B. CONCRETE SURFACES EXPOSED TO WEATHER OR IN CONTACT WITH GROUND AFTER REMOVAL OF FORMS: l )S' FOR #5 BARS AND SMALLER, 2' FOR !Ill THROUGH #18. C. SURFACES NOT EXPOSED TO GROUND OR WEATHER: ¥.' FOR SLABS AND WALlS Willi #11 AND SMALlER BARS, 1 %" FOR BEAMS NIl COLUMNS. 8. EXPANSION JOINT MATERIAl FOR EXPANSION OR ISOLATION JOINTS SHAlL BE PREMOLDED, BITUMINOUS IMPREGNATED FIBERBOARD CONFORMING TO ASTM 0994. 9, JOINT SEALANT FOR ALL CONCRETE CONTROL, CONSTRUCTION AND ISOLATION JOINTS SHALL BE SIKAFLEX·1A BY SIKA CORP .. OR APPROVED EQUAL. 10. GROUT USED FOR VARIOUS APPLICATIONS SHALL BE AS FOLLOWS; A. GROUT USED FOR STRUCTURAl STEEL COLUMN BASE PLATES SHALl BE PREPACKED, HIGIJ..FLUIlITY NQN.SHRINK, NATURAl AGGREGATE GROUT SUCH AS 'MASTERFLOW 713 PLUS' BY BASF (FORMERLY MASTER BUILDERS) OR APPROVED EQUAL. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. SPACE BETWEEN THE ANCHOR RDOS AND OVERSIZED HOLES IN THE BASE PlATE SHALL BE FUllY GROUTED WITH NON-SHRINK GROUT TO ASSURE PROPER SHEAR TRANSFER. GROUTING SHAlL BE PERFORMED ONE BOLT AT A TIME, WHILE OTHER BASE PlATE RODS ARE FULLY TIGHTENED. B. GROUT USED FOR GROUTING COMPRESSORS, TURBINES, lARGE PUMPS, AND OTHER RECIPROCATING OR ROTATING EQUIPMENT THAT REQUIRES EPOXY GROUTING SHAll BE 'FIVE STAR HP" EPOXY GROUT BY FIVE STAR PRODUCTS, INC. OR APPROVED EQUAl. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INST ..... LATION. C. GROUT USED FOR DRILLED AND EPOXY -GROUTED REBARS SHALL BE HIL TI HIT RE500 EPOXY OR APPROVED EQUAl, 11. VOID FORM MATERIAl SHALl BE 'SURE VOID' OR APPROVED EQUAL. KEEP VOID FROM MATERIAL DRY DURING PlACEMENT AND INSTALl IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. VOID FORM SHALl BE BIODEGRADABLE AND CAPABLE OF SUPPORTING THE FLUID WEIGHT OF THE CONCRETE. 12. ALL WELDING PROCEDURES, INCLUDING STUD WELDING, AND QUALIFICATIONS SHALL BE IN ACCORDANCE WITH AWS 01.1. 13. AlL SLABS SHAlL BE GIVEN A FLOAT FINISH AS DESCRIBED IN AC1301. AlL WALKS AND EXTERIOR SlABS SHALL BE BROOM FINISHED AFTER CONCRETE HAS RECEIVED A FLOAT FINISH. 14. EXPOSED CORNERS SHAlL BE CHAMFERED ¥.' UNLESS NOTED. 15. CHECK ALL ELECTRICAL, MECHANICAL AND PIPING DRAWINGS FOR EMBEDDED ITEMS (pIPE, CONDUIT, ETC.) AND BLOCKOUTS BEFORE PlACING CONCRETE. 16. IF REINFORCING OR MESH IS FIELD CUT FOR SMALL OPENINGS, CONDUIT, elECTRICAl BOXES, ETC. CUT REINFORCING SHALl BE REPLACED WITH AN EQUIVAlENT AREA OF STEa. ALL SUCH BARS SHAlL EXTEND 24' MINIMUM (OR MESH LAP 2') BEYOND CORNER OR EDGE OF OPENING IF NECESSARY. REINFORCING SHALL BE BENT TO PROVIDE THIS MINIMUM EMBEDMENT. MAKEALL BARS CONTINUOUS AROUND CORNERS. 17. THE CONTRACTOR SHALL VERIFY AlL EQUIPMENT ANCHOR ROD DIMENSIONS AGAINST THE CERTIFIED EQUIPMENT DRAWINGS BEFORE PLACING CONCRETE. TOLERANCES FOR ANCHOR ROD LOCATIONS AND ELEVATIONS SHALL BE AS DEFINED IN THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISq CODE OF STANDARD PRACTICE. 18. ALL WATER STOP SHALL BE BENTONITE FLEXIBLE STRIP WATERSTOP BY VOLCLAY OR APPROVED EQUAL D._COH'f!IACLOR'S MEANS_AND METI!9I1.S , . THE STRUCTURAL DRAWINGS AND NOTES REPRESENT THE ANISHED STRUCTURE. THEY 00 NOT INDICATE THE METHOD OF CONSTRUCTION. FOR THIS REASON, DURING ERECTION OF THE STRUCTURE ANDIOR THE DEMOLITION OF THE STRUCTURE OR PORTIONS OF THE STRUCTURE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING TO WITHSTAND ALl LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LATERAL LOADS, EXCAVATIONS, SHORING, STOCKPLES OF MATERIAlS AND EQUIPMENT, IN ADDITION TO ANY WORKER SAFETY REQUIREMENTS. SUCH BRACING SHAlL BE LEFT IN PLACE AS LONG AS IT MAY BE REQUIRED FOR SAFETY AND UNTIL ALL STRUCTURAL FRAMING AND DIAPHRAGMS ARE IN PLACE WITH CONNECTIONS COMPLETED, 2. DISCOVERY: DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS OR AS BUILT DIMENSIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION (DISCOVERY), SUCH CONDITIONS MAY INTERFERE WITH CONSTRUCTION OR REQUIRE PROTECTION AND I OR SUPPORT OF EXISTING WORK DURr«i CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR DETERIORATION TO THE STRUCTURAL MATERIALS OR COMPONENTS WHICH COUUD JEOPARDIZE THE INTEGRITY OF THE STRUCTURE(S) PRIOR TO PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCOVERY HE OR SHE IDENTIFIES THAT MAY INTERFERE WITH THE PROPER EXECUTION OF THE WORK OR JEOPARDIZE THE INTEGRITY OF THE STRUCTURE(S) PRIOR TO PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. E. CONTRACTOR'S COORDINATION AS NOTED 1. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALl DIMENSIONS AND DETAILS BETWEEN AlL TRADES, SUBCONTRACTORS AND VENDOR SUPPUED EQUIPMEtIT PRIOR TO COMMENCING ANY CONSTRUCTION. THE STRUCTURAL ENGINEER SHALL BE IMMEDIATELY NOTIFIED ANY INCONSISTENCIES RELAnNG TO THE STRUCTURE. FAILURE TO DO SO SHAll RELEVE THE STRUCTURAL ENGINEER OF ALL CONSEQUENCES RB.ATED TO THE INCONSISTENCY. 2. SEE MECHANICAL, ELECTRICAL AND OTHER DISCIPLINE'S DRAWINGS FOR ADDITIONAL INFORMATION RELATING TO THE STRUCTURE. --TITLE PROJECT NO. f!9/ims,I-S-TA-R-KE-Y-G-UL-C-H ---------+-1-1-0.:..:.;5:.;;.:7:.:..1--5..:.5-G---1 T. FARRIS 11108111 LOCA""" GARFIELD COUNTY, COLORADO COMPRESSOR STATIONS 1----------\----IcUENr: WILLIAMS FIELD SERVICES OESIGN€O: B. VlLNER 11108/11 REVISED NOTE & JOB NO. 12122111 TF DRAw.. B A ISSUED FOR PERMIT 12102111 TF D ESCRIPT I O N om " NO. DESC RI PT ION DAn: 8Y REVIS IONS REVISIONS I c I D I ~~~~~~~~------------~==~ t-:-:-~-. -----+----1 @~}~~;~e~~/§~.Pineering, Inc, 8450 E. Crescent Parkway Phone: 303.714.4640 GreenwoodVl age, C0801 11 Fax: 303.714.4800 E I F I CONCRETE GENERAL NOTES AND STANDARD DETAILS G I DRAWING NUMBER SG·SC-001 H ... ,. rB 1 2 -3 4 1 -2 -3 -4 A I B I c I o I E I --_. -......... -..--.-----;;;c;1!6;'·18' ="------.---------! SKID (REF) 1'-6" 6'.e>2' ---T 1 ----TYP 6'-6j.2' W6J<20 SKID FRAME -IREF)'---\ W,P. 'Jt93'-6' E. 75'.(J' IT\ 1'" -1-"V \.:.,t I -r rj] i -, \ I /TYP NOTE: 1. ALL SLEEPERS SHALL BE PRE-CAST WITH LIFTING LUG AND DELIVEREDnNSTALLED AT WHEELER GULCH SITE. 2. 1*); FIELD VERIFY WITH THE EXISTING GRADE AND ADJUST ACCORDINGLY TO MEET REQUIRED TOC E:LEVATION AS FOLLOWS: a) EXCAVATE AT THE REQUIRED DEPTH (DEEPER THAN~.fJ") TO ACHIEVE TOC EL 100'.0' IF GRADE IS CLOSE TO 10(N)'. b} IF PRE-CAST SLEEPER PROJECnON SHOULD EXCEED 12", INSTALL ADDmONAL SOIL AROUND THE SLEEPER TOP TO ACHIEVE 3'.(J' FROST PROTECTION, o} SHALL BE 3" MINIMUM d} FINISHED GRADE SHOULD SLOPE A MINIMUM OF 1'.(j' 1N THE FIRST 10'-0' AWAY FROM THE BUILDING. I I OJ I Il L ji ~t----1 F-4= J ----------.-------+ f 1==+j='-----! I CHROMATOGRAPH BUILDING FOUNDATION PLAN W6 BUILDING FRAME -" t! ;:-s' " : " , #5TYP Y , ' " SCALE: 112'=1'.0' I , 81< TOTAl SLEEPER WEIGHT. (4k PER LIFTING LUG) /#6 ~,qnl'.o" . . , ., ~ . ~ ,., . .' -J , . ., , . ., \ ", \... 115 \.... LAP WITH BOTTOM BARS SECTION SCALE: 314'=N)" , r IIIi x Jl@9' O.C. --r--;! ----._-~ ~-f,;t:;.; ;;:Jl/~,.~,,~ SEE NOTE 2 i (* ) ·L .J . -GRADE • '.;'7 -~ B ..• ~ ~ •,• \.... (3)#5 EA SIDE . , #5@S' O.C. SECTION SCALE: 314'=1'-0" 6' 1'Q 6' T' I 'r--ih *' ~T I EIRjS/e' (6%'+2') ----~ T~ ~~ INSiAU %" CLAMP I W/osHEt AT CONTRACTORS OPlION ~~ -+---r-----I' v~ ,-LFTt4G LUG ~ '--1'-' P'£KET 3" 6" 3'_ /\1 v IT" DETAIL \ -J SCALE: 1'=1'-0" '-" F I G I H ~ i i ~ W, 1+00'Q _ ~...L·I__ _ _ ~_. LI _ _ z-1 -1 _ _ _;;.' .1l_ _ i %1 ---'-.-.~. ---~ 1 I I I W~WQ~·I:::=:~~,::~~~f' ==~:-=r, ===·~,~=t, =:~~-:· l,::~~~~'~b-+-~t,~~. ·~ ~,==~_=-~, ~ 1 n cD (OCr\) ~ ,-::;~.,.------.. ---~----... 'J -'-,/" EM'.0+00,-s;..-.p--___ " 1;-___. 1,-_ _ 1 _ 1 -'f: ~ TTr ' -~ -l 1 1 00-", 1 1 _ -+-1_ --~::--:;;--::::::l\l--_ CJ -,~ I t_---------~-~~ ----+---I:I~~ • I • -+--METERSKIOJ • 2 I 1 i E. 1+50-0' -t--1-1 KEY PLAN SCALE: NO SCALE -3 4 AS NOTED 0'" ___ TITLE B. VILNER 11/08111 weNT WILLIAMS FIELD SERVICES Williiiirit-s-T-A-R-K-E-y--GU-LC-H--------------+---.:P.,:R.::O::J:.EC:.T:..N:.:;O::.:....._~ ~"""=-====T=. F=A=RR=I=S ===~==11;/08l=1=1~+l-0CA:T:l=O-ItG-A-R-F-IE-L-D-C-O-U-NTY_, -C_O_L_O_RA_D_O...!'!=!=£~=?==f COMPRESSOR STATIONS 11057-15SG DESIGN£{): A I I @DRAWING NUMBER SE ~eap~ovlud.eslo,UE"onnsgineer ing, Inc, CONCRETE , CHROMATOGRAPH BUILDING (----------4----1 8450 E. Cres<:ent Par1<way Phone: 303.714.4840 SG-SC-1 01 APPROVE<>. Greenwood Vllage. co S01 1 1 Fax: 303.71 4.4800 FOUNDATIONS DE SCR I PT I ON A ISSUED PER CLIENT COMMENTS 12122111 n APPROVED: NO, DESCRIPT ION DATE IIV ~..:O:W:G::::::"":.:., .L._ ___o_ "_C_"_'"_'_0' " _____-1 ffi ~ ~ ~i ~u REFERENCE DRAWINGS a i!~ ~~ NO. ~------------~~~ ~ REVISIONS ii H B REVISIONS c I o I E I F I G I REV. -A I~O~~W~I~~N~U~UB~E~R;: ;;~:1:Jr------------J'--------------'2'---------------l.--____________ "3 _____________ .J _____________ -"4L. _____________ L. _____________ "5 _____________ .l ______________ .J6'-______________ L. _____________ L.7 _____________ 1. _____________ lL _____________ .L _____________ .2 ______________ .l ______________ .l2-____________ _ SG-CI-001 B 9 10.~ m o 6 ?? () o A B C D E F G --_.0 ,--~ ----o+ --Ul ---=----=c W 1+00'-0" ---• o I o o o ~ z --b I o on + o ---~ • o I o o + z --• o I '0 on + z • o o+ o + N Z ---<---• o I ~ + N Z • o I "8 + '" z • o I o on + '" z • o I o o .+... z --------f--_ • j....((lv~ Ui~~~ N31-34'OO"W u",o ----ACCESS ROAD ---------------------------------.,----,-____ tn&:~~ 273.48' --,..---u-"'!z ~;;;Gli----11'---#---#---# /I /f---II---/1---#---/1----11--__ -I\J 2:3-5-2' --75" --# ____ 11-_ 187.61' W ~ -#---A W 0+50'-D" -\ ~ ~ * ~ I • o I b I • ~ PP-3 I A-301AIB AUXIUARY COOLER •.. .. I ..... '+" ~ :i. w '0": • '"I •.. ., I #----;!: ~"'-# ~ ~ ---Oz"-' _ I N ~ "'-~ --t~!l-__ tI-___ tI "'-/~-~"" ~ A , _ ~ 8' '*' ·17)' \ ~ ~ -b;.!,,.---""'Bron:R~IE'TiD DIS-"c.,.R"A"'R. G.t.. ..-cRlTltA"'b>l"tIl"R-J ~I *~ L-----TJ « I U Ul 15 ~ C> 0: « I U Ul 15 ~ A~ 6'_ + j---J.-W:...'O+15·-2• N ~t"\ \J' \ I Ul \>' ? .. u $" ~ ""0 ~ ~ .?. 'S .... W. 0+16'-10,_"..1---1 E/W 0+00'-0 .. -SKID ..Q+25·-0" E 0+50'-0" 150'-9 1/16' E 1+00'-0' \ COMPRESSOR BUILOING CONTACTOR PANEL o ESD-003 ffi I IN. 1+39'-8 1/4" ~ ~ E. 0+93'-0" ~ ;0 I I ~ I ~ 5 ~ ___-.-..,.... ....-'...J;;--l-tJ ~ Vl .......... a =>-J Vl .,.(X) .(,f) ~« ~ ~ f-----r-n ~ III o a ,.., 0 U) 1 + ~ ~o I'W' LaJN Z ..... ~I~ ~ ----:B"'U-:RI"E"D-SUCTION HEADER If) ~'fi. E. 0+ 75' -0" ~ • 00 • If) III « ~ In ~ • GC BLDG, 8'-1"x16'-l' ... I:i. .... w -+rr-....L.."'...J...J-~_E_. 0+93_'-_0_' ~I~ :======:-:~=~~==:::1~E'.-..!!0':!:+l!9E,8·..:-;!e6:....· I ~ § ~ TYP. SKID &/~ETER SKID FRAME 8' ~ BLOG. T.O.C. 5'-8"x42'-6" .. g , N •... .. I 3~ 19+ :.:'" ~:i. , --I-, • -~ ~~ 0: ~ «...J => ~ w ''"-«"j ~ > '" «...J ':lw o~ ~z >"1-tJ .... I '" I "oiE /$" ~ ~ E5O-00211 E. 0+82'~9" ..,' _ -i-_E..Jl+82·-8" r % ~ ~ CATHODIC I .... « .. , :.: '" /RECTIFIER -J:i. ~ J '---i~~ _ __, w;:;0\ 0 ~ <' ' o+=.t 8-------=-, __ ..:.P..:A.:;:D EL. 100' -D" > ~ # #____ ~A \ # ~----I-----/l-----8 i L -_""3·~U::!NE"'-;(')7(IP;O:OsED--f--i ~I,~:;r ~ __ -I II---/f---I---I 1 elo\" E 1+50'-0" LEASE PARCEL DESCRIPTION A PARCEL OF LAND SITUATIED IN THE SE1 /4 SE1/4 OF SECTION 29. TOWNSHIP 6 SOUTH. RANGE 96 WEST OF THE 6TH PRINCIPAL MERIDIAN. COUNTY OF GARFIELD. STATIE OF COLORADO. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE STONE MONUMENT AT THE SOUTHEAST CORNER OF SAID SECTION 29. 'M-IENCE THE ALUMINUM CAP MONUMENT P.L.S. 20133 FOUND FOR THE EAST ONE-QUARTER CORNER OF SAID SECTION 29 BEARS NORTH 01'30'53" EAST. WITH ALL BEARING RELATIVE THERETO; THENCE NORTH 23"35'15" WEST. A DISTANCE OF 844.95 FEET TO THE POINT OF BEGINNING; THENCE NORTH 31'34'00" WEST. A DISTANCE OF 273.48 FEET; THENCE NORTH 23"52'15" WEST. A DISTANCE OF 187.61 FEET; THENCE NORTH 16'34'45" EAST. A OISTANCE OF 69.01 FEET; THENCE NORTH 55'32'57" EAST. A DISTANCE OF 79.57 FEET; THENCE SOUTH 48'24'27" EAST. A DISTANCE OF 84.90 FEET; THENCE SOUTH 34"05'04" EAST. A DISTANCE OF 177.87 FEET; THENCE SOUTH 28'35'58" EAST. A DISTANCE OF 210.12 FEET; THENCE SOUTH 45'31'57" WEST. A DISTANCE OF 182.13 FEET TO THE POINT OF BEGINNING. CONTAINING 83321 SQUARE FEET (1 .913 ACRES). MORE OR LESS. 1 2 S28-35'58"E #--/f--'---210.12' ----«)-* -'---I S34-05'04"E 177.87' EXHIBIT A TOLERANCES ±l/S" ~~f;~;~==~;~;~;~,=;~;~;:=;=;=;=;==;;=;==.=~=====================================-=-==-=-========-=-==-=-=--========~==========~l~==~~~;=;==,=;=;==~==;=;==;=;==~==== ============================E===========:~j~t~=========jtt==t====it=j====~j CW~UELTSWE: SA: ~Y: t OLD D~WING NUt.lBER N/A ORIGINAL DRAWINGS BY RIVE . CONSULTAmS A ISSUED FOR EXHI81T "A" 2/15/12 EMH 80S REF CE DRAWINGS AND REV. DESCRIPTION DATIE BY CK ±1/2" ±1/4' 3 INFORMATION REVIS IONS 4 5 6 THIS ORAWING IS THE PROPERTY OF WILLIAMS AND IS NOT TO BE USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS SPECIFICAllY FURNISHED. Edited By: bmillbum Feb 21, 2012 -9:01am fie None: SG-{I-001.dog 7 UTILITY POWER POLE. METIER AND PP-l WILLIAMS FIELD SERVICES -PICEANCE BASIN-8 BUILDING INFO • GC/CONTROL BUILDING AREA: 8'x16' = 128 SQ. FT MEDIAN HEIGHT: 9 FT ELEVATION: 5.475 FEET OCCUPAN CY: F -1 CONSTRUCTION: V-B \ '\ I I w • o I ~ j z \ .... ' 1' .. 101' .. 10 ('4. fl)m -inl'-------10 Z UANY AI : FACILITY INFORMATION: COUNTY: GARFIELD, CO ELEVATION: 5.475 FEET LATITUDE: 39'29'25.58" N LONGITUDE: 108'07'28.00" W WILLIAMS FIELD SERVICES -PICEANCE BASIN STARKEY GULCH COMPRESSOR STATION TITlE: CIVIL SITE PLAN WN EMH 1"=20' -0" SHE NUUBE, APPROVED BY, 1 OF 1 9 DATE CREATED: UNIT NO: 06/14/11 REVISI N: A NO REQ 0, DRAWING HUMBER, SG-CI-001 10 "0 -< o z S ~ o '" --!l' "a. o " s:: <T C :3 D E F G