Loading...
HomeMy WebLinkAboutBP-2430 CO-6796.pdfCertificate 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: Group Owner Building Address Contractor C0-6796 S-1 Mobil Oil Corp SE1 /4 NE1 /4 Sec3, TIS, R96W PARACHUTE, CO 81635 Williams Field Services Company, LI Permit No. Type of Construction Owner Address BLC0-4-12-2430 VB 16825 Northchase DR Suite 200 Houston, TX 77060 Locality: 217333100007 Contractor Address One Williams Center Tulsa, OK 74172 Date of Final Inspection 07/13/2012 Work Description: Installation of a Gas Chromatograph Building with a CDOH insignia affixed. , _ WALLER, Chief Building Official Issuance ~ate 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 SE1/4 NE1/4 Sec3, T7S, R96W PARACHUTE, CO 81635-Owner Information Mobil Oil Corp Parcel No. Subdivision 217333100007 Address 16825 Northchase DR Houston TX 77060 Issue Date: 4/9/2012 Expires: 10/06/2012 Section Township Range Phone Cell 281-654·6246 Contractor{s) Phone Primary Contractor Required Inspections: Williams Field Services Company, LLC (303)629·8417 Yes Proposed Construction I Details FEES DUE Fee Commercial Building Fee Manufacture Fee Plan Check Fee Total: Monday, April 9, 2012 Amount $32.65 $400.00 $21.22 $453.87 Valuation: $ 720.00 Total Sq Feet: 80 FEES PAID Inv Total Pay type Amt Paid Amt Due Inv # BLCO·4-12·21788 $ 453.87 Credit Card Credit Card $437.67 $16.20 $ 0.00 Fo, '",p"tions "II, 1 (888)868-5306 Inspection IVR See Permit Record Building Department Copy 2 C7czrfield Co-urZ-1088'11 Street, Suite 401, Glenll'ood Springs, CO 8/601 Ph:970-945-8212 Fr:970-384-3440 Inspection UlIe:888-868-5306 www.garfield-county.com BUILDING PERMIT AI'PLICATION lE , 1 Parcel No: (thi~· information i~ Mailable of Ihe assessors office 970-945-9134) I Lot No: 2173-331-00-007 Block No: Subd.l Exemption: 2 Job Address: (if all address has /lot beell assigned pleasep/"Ol'ide CR, HJVY or Sfrecl Nallle & Ci~y) or and legal description ) 4 5 6 7 8 9 SE1/4 NE1/4 of Seclion 3, T7S, R96W of Ihe 61h P.M. Parachule, CO 81635 Owner: (proper~I'OIrner) Mobil Oil Corp Contractor: Williams Field Services Company, LLC Manufactured home installer: NA Architect: NA Engineer: Boris Vi lner P.E. Sq. Ft. of Building: 80 s.f. Mailing Address: Ph: PO Box 53 Houston, TX 77001 (972) 444-1000 Mai ling Address: Ph: One Williams Center Tulsa, OK 74172 Attn. Eric Miller (303) 629-8417 Mailing Address: Ph: Mailing Address: Ph: Mai ling Address: Ph: 8450 E. Crescent Parkway Greenwood Village, CO 80 111 303-714-4840 Sq. Ft. or Acres of Lot: 1,243.02 acres +/. Height: 8 feet All Ph: All Ph: Lic #: All Ph: All Ph: No. of Floors: 1 8-t Use of Building: []Residential I Class of Work: 0lCommercial OOllter . [2]New [JA.lteration OAddition DRepair DDemo DMove 10 Describe Work: Installation of a Gas Chromatograph Building with a CDOH insignia affixed. Garage: I Septic: DAttached DDetached OJISDS D Community II 12 Driveway Pennit: Existing access from Highway 6&24 Please call Phil Vaughan 970-625-5350 when permit is ready Type of Heat: []Na\. Gas Owners va luation of Work: $148,000.00 DPropane 0 Electric NOTICE OOlher Anthority. This application for a Building Permit must be signed by the OWllcr of th e property, described abo\-e, or an allthorized agent. If thc signature below is not that of the Owner, a separate leiter of authority, signed by the Owner, mnst be provided \\;th this Applicalion. Lel!al Access. A Building Permit cannot be issncd without proof of legal and adequate access to the property for purposes of inspections by thc Building Department. O tlll'r Permits. Multiple separatc pcnnits may be required: (I) State Electrical Permit, (2) County 1505 Pem1it, (3) another permit required for usc on the property identified !lbo\·e, e.g. State or COlUlty Il ighwayl Road Access or a Stllte Wastewater Discharge Pcnnit. Void Permit. A Building Pennit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance Hnd if work is suspcnded or abandoned for 11 period of 180 days after eommeneemcnt. CERTIFICATION I hereby certify that I have read this Application and that the infonnation contained abo\·e is tnle and correcl. I understand that the Ouilding Department accepts the Application, along with the plans and specifications and other data submilled by me or on my behalf (submillals), based upon my certification as to accuracy. Assuming completeness of the submittals and apPrQ\·al of this Application. a Building Pennit will be issued granting pem1ission to me, as 0\\11er, to construct the structure(s) and fitcilities detailed on the submill:tls reviewed by the Building Dcpartmcnt. In consideration of the issuance of the Building rem1it, I agree that I and my agents will comply with provisions of any federal, state or loca l law regulating the work and the Garfield County Bui lding Code, ISDS regulations and applicable land usc regulations (County Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, lIpon notice from the County, if the location, eonstmction or lise of the structure(s) and f,1eility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law. I hereby grant pennission to the Building Department to enter the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Pennit does not pre\,entthc Building Official from: (I) requiring the correction of errors in the sllbmillals, if any, discovered after issuance; or (2) slopping construction or usc oflhe structure(s) or f,1ci1ity(ies) if such is in violation of County Regulation(s) or any othcr applicable law. Review of this Application. including submi llals, aner inspections of the work by the Building Deparlment do nol constitute an acceptance of responsibility or liability by the County of e/Tors, omissions or di screpancies. As the Owner. I acknowledge that responsibility for eompliancl' with fedeml, state ,md local laws and County Regulations rest with me and my authorized agcnts, including without limitation my architect dcsigner, engineer andl or builder. ~~,:~~ :;:RE:~~;AND THE N~:~~:& CERTIFICATION A"OVE OWNERS SIGNATURE \\ \) DATE STAFF USE ONLY Special Conditions: Adjusted Valuation: 7 20Ct> Permit Fee: 32, 6.5' Manu home Fee: S/O(j,~ Plan Check Fee: -:z-1.22 Misc Fees: ----Total Fees: Fees Paid: Balance Due: DP No & Issue Date: .8DS No & Issued Date: jp) (J .j,O 6LCO-;)Lf~ Setbacks: DCC Group: Const Type: F 100: IZ..IVO; S /00 I 5 /--:JLt3 /2,1-Zoning: GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2009 IRC, IBC, IFGC, IMC, IPC, 2009IECC. Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof! Not ground): 40PSF up to 7000ft. clevation. 50PSF 7001 ft to 8000ft. 75PSF 800lft to 9000ft. 100PSF 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 or C (see section R301.2.1.4) 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 detclmined by Building official Ice shield under-Iayment required. Mean Annual temp: Variable SEE 2009 IECC FOR INSULA nON AND ENERGY REQUIREMENTS. Building Plan Review Description of Work: Bin#: Location Address: SEII4 NEI/4 Sec3. 17S. R96W PARACHUTE. CO 8 1635 Case Manager: David Bartholomew Plan Ca,e Number: BLDG·4·12·7207 Parcel: 217333100007 Application Date: 04103'2012 Building __. ./:. ___E ngineered Foundation __fU. ..J~~/1 _ DriVeWay Permit __ /___ surveyed Site Plan __ ,f'-J+V..I!-l;.-_,Septic Permit and Setbacks __ /~j ___ ,GradefTopography 30% __~-,V,--rt_-_ Attach Residential Plan Review List __ -+-__ Minimum Application Questionnare __ + __ ,Subdivision Plat Notes _____ Fire Department Review ___/-,_ _v aluation Determination/Fees /-----IRed Line Plans/Stamps/Sticker /___ .--_Altach Conditions ___/. .,...._-,APPlication Signed /____ -'Plan Reviewer To Sign Application __/_. .....Jparcellschedule No. __f_ VY_I:;f;---c40# Snowload Leiter -Manu. Homes /____ ~Soils Report Monday. Alml 9. 2012 Contacts Owner: Mobil Oil Corp Applicant: Mobil Oil Corp Applicant Phone: 281--654-6246 Email: Planning/Zoning /Property Line Setbacks /30ft Stream Setbacks /Flood Plain /Building height /Zoning Sign·off /VIA Road Impact Fees )J/IJ HOAlDRC Approval /GradefTopography 40% /Planning Issues /Subdivision Plat General Comments: ~/;HIJ;;e ;&-vluP /'te 2 /, z.Z I#PlIII:fee ~,c70 . t)O -~7/1Z r t;5J ~I ~/;fI --_ /6 . Z-O J/ue -C! '?/. 6 7 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 Mobil Oil Corp Mobil Oil Corp 16825 Northchase DR 200 Houston, TX 77060 Invoice Number: BLC0-4-12-21788 Invoice Date: April 04, 2012 Permit Number: BLC0-4-12-2430 Bond Number: Icomments: Permit Type: Commercial Building I Work Classification: New I Date 04/04/2012 04/09/2012 04/04/2012 Fee Name Commercial Building Fee Manufacture Fee Plan Check Fee Payments Date 04/04/2012 04/09/2012 Monday, April 9, 2012 Pay Type Credit Card Credit Card Fee Type Adjustable Calculated Percentage Total Fees Due: Check Number Amount Paid Total Paid: $16.20 $437.67 Fee Amount $32.65 $400.00 $21.22 $453.87 Change $0.00 $0.00 $453.87 Total Due: $0.00 I 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. • ArchitecUEngineer'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. • Property address/legal description. • North Arrow and Scale on each page. • Show all property lines, building envelopes, flood plain, and easements. • Provide setback distances from boundaries, buildings, septic, well, and waterways. • Location and direction of the county or private road and driveway accessing the property. • Proposed and existing structures include sheds, barns, decks, patios, and any other buildings. • Existing and proposed grade, positive drainage around structure (to be contained on site). • Streams, rivers, creeks, springs, ponds and ditches. • Existing and proposed wells, septic tanks, leach fields, and other systems. (if applicable) • 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: • Project identification. • Project address and/or legal description. • 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. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Design Professional stamped plans. • Minimum four (4) elevations (N,S,E,W) • Floor plans for each level including dimensions and scale noted. • Clearly label each room or space (office, storage, mechanical, elevator, etc). • Wall types; clearly labeled and referenced. Identify all fire resistive wall construction. • 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) • Window & door sizes, types, and operation and direction of swing noted on the floor plan. • Specify roof slope/pitch, roof covering, and siding materials. • Energy design specifications/details for R-values, U-factors, and SHGC's per IECC. • Stair and guard details specifying rise, run, height and spacing. • 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. 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 tie 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. 4/2/12 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 STRUCTURAL PLANS: Please provide the following information on the structural plans. • PerC.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, conduiUwire size, main disconnect size, grounding electrode/conductor size, feeder conduiUwire size, transformers and generators. • Panel schedule showing bus/breaker sizes, circuit description, voltage, phase, amperage, etc. 7 ~ Project Information ,\, , Project # 223-11 )0, -y Title Bargath LLC I ,~: .. ,G Transmiltal Transmiltal # Date 13 April 2, 2012 Address Cotlonwood Compressor Station-SW l' NW l' 01 Section 34, Township 6 South, Range 95 West 01 the 6~ PM-Parachute CO 81635 Due Date Sender City, State, Zip Subject Country From Contact Company Address City, State, Zip Country Phone Fax Parachute, CO 81635 USA Philip Vaughan Phil Vaughan Construction Management, Inc. 1038 County Road 323 Rifle, CO 81650-8607 United States 01 America (970) 625-5350 (970) 625-4522 To Contact Company Address City, State, Zip Country Phone Fax David Bartholomew Hand Cotlonwood Comp Station Gas Chromatograph Bldg. Permit Application Gartield County Building Dept. 1 08 8~ Street, Suite 401 Glenwood Springs, CO 81601 USA 970-945-8212 Remarks I Dave, ptease find our building permit application and support materials attached for the Cottonwood Compressor Station, Thanks and ptease contact me with questions. Sincerely, Phil Vaughan 4 4/3/12 Irom Fred Jarman noting that a land use change permit is for the processing and approval of this building permit au"qUa,e setback o As Requested CONDITIONS OF PERMIT BLCO-4-12-2430 Mobil Oil Corp/Bargath-Williams Chromatograph Building Cottonwood Compressor Station Parachute, Colorado 1) ALL WORK SHALL COMPLY WITH THE 2009 IBC, 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 C.D.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 2009 IBC, SECTION 1008. 9) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 10) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR COMPLETION APPROVAl. 1 15 1 Drawing CW-CI-001-Civil Site Plan-Rev. A dated 3/23/12 10 1 As Requested 4/3/12 Account Account: R260157 Location Parcel Number 2173-33 1-00-007 Situs Address City Parachute ZipCode 81635 Tax Area 026 -16-BHFZDF -026 Legal Summary Section: 33 Township: 6 Range: 95 SEC 26 SI/2SW,SEC 27 SI/2SW,SWSE, SEC 28 E1/2W1I2, SI/2SE,SEC 32 SENE,SEC 33 SWNW, NENW, NE,NII2SI/2, & THOSE PTS OF SESE, LOT 1-3 L YTNG N OF 1-70 CONT 15.73A,SEC 34 NII2NE,NWSWNE,NW,NWSW & PT OF SWSW LYING N OF 1-70 CONT (NET 36.56A)&PT OF NESW LYING N & W OF THE WILCOX CANAL & CIL OF COTTONWOOD CR CONT 20.73A, SEC 35 NWNW Transfers Sale Price Tax History Tax Year 2011 Taxes $5 16.76 Page 1 of 1 Owner Information Assessment History Owner Name MOBIL OIL CORP In Care Of Name TAX DEPT Owner Address PO BOX 53 HOUSTON, TX 77001 Actual (20 II) $97,610 Primary Taxable $15,040 Tax Area: 026 Mill Levy: 34.3600 Type Actual Assessed Acres SQFT Units Improvement $65,660 $5,770 0.000 0.000 1.000 Land $3 1,950 $9,270 1243.020 0.0000.000 Sale Date 03/25/2011 0311612010 0411912007 03/30/2007 Images • Sketch • GIS Doc Type 657 657 EAS EAS Book Page B: 1926 P: 205 B: 1926P:200 20 10 $687.32 r--------------------, 11' ,0. .".". '2 I d,' 11' 21' '" ,.' https:llact.garfield-county .com/assessor/taxweb/account.j sp?accountN um= R260 157 4/4/2012 11111111111111111111111111111.,,11111111111111111111111 651067 08/02/2004 03:12P 81609 P862 n ALSDORF 1 of 6 R 31.00 0 0.00 GARFIELD COUNTY CO COMPRESSOR STATIONIPLANT SITE LEASE AND AGREEMENT (COTTONWOOD GULCH COMPRESSOR FACILITY SITE) o rp-'''O C\,~ State: Colorado \\J: County: Garfield Lessor: ExxolU.\1obil Oil Corporation Lessor's Address: Attention: Mr. Brent Patterson 16825 Nortbchase Drive, Suite 200 Houston, TX 77060 Lessee: Bargath Inc. Lessee's Address: c/o Williams Production RMT Company 1515 Arapahoe Street, Tower 3, Suite 1000 Denver, CO 80202 Effective Date: June 28, 2004 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 ofland (the "Lands") for the Cottonwood Gulch Compressor Facility Site located in the county and state named above, and described as follows: (See Exhibit "A" attached hereto and made a part hereof.) This Compressor StationIPlant Site Lease and Agreement (the "Lease") shall be for a primary term of twenty (20) years (the "Primary Tenn") from the Effective Date stated above. With the execution oftrus Lease, Lessee has paid to Lessor the sum described in that certain Letter Agreement dated June 28,2004 between Lessor and Lessee, as rental compensation (the "Rental") for the full Primary Tenn of this Lease. At any time prior to the end of the Primary Term or prior to the end of each subsequent ten (10) year term, at the option of Lessee, Lessee may extend this lease for an additional tenn often (10) years by paying the Rental amoWlt to Lessor as described in the Letter Agreement dated June 28, 2004 between Lessor and Lessee. Payment for each successive ten (10) year period shall be due on Or before the end of the preceding ten (10) year period. Lessee agrees to furnish Lessor a recordable Release of the rights granted Wlder the tenns of this Lease at the tenmnation of this Lease. As part of the consideration for this Lease, Lessee agrees to indenmify and 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 panies Page 1 of4 CO<loowood Gulch Compressor Sile Le:lse.doc Please return to: Ms. Annette Apperson Williams Production RMT Company 1515 Arapahoe St., Twr 3, Suite 1000 Denver, CO 80202 "" . -,,'-, 111111111111111111111111""" 11111111111111111111111111 657067 08/02/2004 03:12P B1609 P863 " ALSDORF 2 of 6 R 31,00 D 0.00 GARFIELD COUNTY CO asserting such claims, and to defend Lessor in any and all suits brought against Lessor by reason of Lessee's operations on the Lands. aU at Lessee's expense. Lessee covenants and agrees to pay any taxes which may be levied upon or assessed against structures, fixtures or other equipment which may be built or installed on the Lands by Lessee. This is a surface lease only and shall not be construed to limit Lessor's right as the owner of minerals in and under the Lands. Without restricting or limiting the general and exclusive rights, privileges, powers, purposes and uscs granted to Lessee, by the enumeration of the matters set out below, it is specifically agreed that the Lands leased pursuant to this Lease ma.y be used, occupied and enjoyed by Lessee for the following pwposes: Constructing, erecting, installing, operating, maintaining, inspecting, using, replacing, repairing, moving on and removing from the lands a compressor station and/or gasoline plant andlor gas purifying, dehydrating, treating and cleaning plant and all buildings, warehouses. garages, storage facilities and structures of whatever kind, together with any machinery, engines, pumps, equipment, appliances, facilities, meters, pipes, regulators, fittings, gate valves, blow off valves, gate boxes, boilers, stills, heaters, drips, cooling towers, pipelines, telephone lines, electric transmission lines, and any other structure (collectively the "Facilities") 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 agrees that Lessee may have nonexclusive use of the existing roads on Lessor's lands shown on the attached Exhibit "A" for the purpose of accessing the Facilities, with the right of ingress and egress for such use and purposes at all times that is subject to the use of Lessor and to any agents, employees, contractors, servants, and assigns of Lessor. Lessee is granted the right to lay, repair and remove lines of pipe for water 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 all times. Notwithstanding the foregoing, the routes for such water pipelines, telephone lines, and electric transmission lines shall be subject to the prior written approval of Lessor. Lessee shall have the right to do and perform any act on Lessor's adjacent lands as may become necessary to protect 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 all 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 Lessee's utilization of the Lands or any activity conducted under, pursuant to or by virtue ofthis Lease. Lessee agrees that it will not discharge, dump, bury or store for purposes of disposal, pollutants of any kind on the Lands or into or on any water on, adjacent to or in the area of the Lands, including, but not limited to, pollutants such as oil, chemicals, toxic substances or materials, h82ardous wastes or hazardous substances, including pollutants as the same may be defined in any Federal, state or murucipallaws, rules, regulations or ordinances. Lessee specifically agrees Page 2 of4 CotlOJlwood Gul~hCompr~ssor Sil<>L=.do\: 1111111111111111111111111111111'11111111111111111111111 657067 08/02/2004 03:12P 81609 P864 " ALSDORF 3 of' 6 R 31.00 D 0.00 GARFIELD COUNTY CO to fully indemnify and hold Lessor harmless from and against all claims, demands, losses, costs for removal andlor cleanup of pollutants, judgments, causes of actions, fines, penalties, costs, including, but not limited to, attorneys' fees and costs of court, arising out of or connected with Lessee's noncompliance with the tenus of this Lease. Lessee has the right, upon the expiration oftbe Primary Tenn of this Lease, or any extension thereof, as the case maybe, within six (6) months after that date to remove any and all buildings, fixtures, above or below ground pipelines, structures and equipment which it may have placed on the Lands, provided all rentals have been paid. If any such buildings, fixtures, above or below ground pipelines, structures or equipment have not been removed within six (6) months after that same date, at Lessor's option Lessee shall (i) reimburse Lessor for Lessor's reasonable costs of destruction, removal and cleanup of such buildings, fixtures, above or below ground pipelines, structures, and equipment, or (ii) convey all of Lessee's right, title and interest to such buildings, fixtures, above or below ground pipelines, structures, and equipment to Lessor. Lessee agrees that upon the termination of this Lease for any reason, it will, ifrequeste<i by Lessor, remove any or all structures, clean or remove any contaminated or polluted soils and surface or subsurface materials,level the surface of the Lands, and restore vegetation with species that are consistent with adjacent Wldisturbed areas, all 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. This Agreement is subject to all contracts, leases,liens, easements and encwnbrances or claims oftitle which may affect the Subject Lands and nothing contained herein shall be construed as a covenant or warranty against the existence of any thereof. The tenus and provisions of this Agreement shall extend to and be binding upon the parties, their respective heirs, successors, legal representatives and third·party assigns; provided, however, no assignment by Grantee of the rights or obligations hereunder shaH be made without Grantor's prior written consent, which shall not be unreasonably withheld. If Grantor consents to such assignment, it shall not be effective Wltil Grantor has received an instrument or letter executed by Grantee and its assignee evidencing that such assignment has occurred and that such assignee has assumed all the obligations hereunder. Subject to the censent of the Grantor, which shall not be unreasonably wlthheld, Grantee shall have the right, in its sole discretion. to assign to any affiliate or subsidiary following \Vritten notice to Grantor of such proposed assignment The parties have executed this Lease the day and year indicated below but effective on the Effective Date set forth above. LESSOR LESSEE ExxonMobii Oil Corporation ~f Bargatb Inc. B • Name: D.M. Ale nder Title: Agent a a Attorney-in-Fact Page30f4 Cottonwood o".kh Compressor Si\<: Leas •. doc 111111111111 ~:~IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 65106708/0212004 03:12P 81609 P8S5 M ALSDORF 4 of 6 R 31.00 D 0.00 GARFIELD COUNTY CO ACKNOWLEDGEMENTS STATEOF ~,-,COUNTYOF !/.~v Before me, a Notary Public, in and for said County and State aforesaid, I do hereby certify that 0 ! t?1. 4 L fl A.« 0 F ~ . whose name is subscribed to the foregoing instrumentas,6lc:r&l' ( dH"tfN(y .... !'(I/_{:aq ofE)(:(rI!</h19~:( 0,'( (Aft! ,3 corporation, appeared before me this day in person and acknowledged that he executed said instrwnent as his free and voluntary act and deed as the free and voluntary act and deed of said corporation for the uses and purposes therein sct forth. p_ .r«Lj Given under my hand and Notarial Seal this.!i dayof~, 2004. My Conunission Expires: 't. d ~ -" 7 (SEAL) STATE OF COLORADO ) ) COUNTY OF DENVER ) ~No t>a1'7r y?P-ubliC~ ,i'! RUTH M PROPPER w.l.'I NOTAR'! PUBLIC ~..I l State ot Toxes ~'iOf%lComn'l. EKP. 08-22-2007 Before me, a Notary Public, in and for said COWlty and State aforesaid, I do hereby certify that Joseph P. Barrett, whose name is subscribed to the foregoing instrument as Assistant Secretary of Bargath Inc., a corporation, appeared before me this day in person and acknowledged that he executed said instrument as his free and voluntary act and deed as the free and voluntary act and deed of said corporation for the uses and purposes therein set forth. ~14a j~t<J Given under my hand and Notarial Seal this ~)ay O~Jtrrre7 2004. <: My Commission Expires: £12 {/61 {, . (SEAL) r Notary Public Page 4 of4 Cottonwood Gulch CO!lljlr=or Sill: le&se.~oe 11111111111111111111111111111111111111111111111111111111 I 65706708/0212004 03:12P 81609 PS66 " Al.SDORF 5 of S R 31.00 0 0.00 GARFIELD COUNTY CO Exhibit "A" At1a(;hed 10 the C(lmpr~ssor StationlPlant Lease and Agreement (Cottonwood Gulch Compressor Facility Site) dated eff. June 28 ,1004, between ExxonMobil Oil Corporation, Lessor, aDd Bargath Inc., Lessee conONWOOO GULCH COIr,lPRES'SOR LEGAL DESCRIPTION: A porcol of lond oitt.lotod In the SWt/4 NWl/4 of Section 34, Township 6 South, Rcnge 95 west of the 6th P.M.. Gorlt.ld County, Colorado, being: more partlOtilorly GMcrlb$4 C8 follow&: 8eglnnJng ot the northwest comer of $Old compresw alte, whence thIS WlI4 corner of sold Section 34 boors S 35'09'21· W " dlatOOCtl of 560.84 foot; thenco S 24'47'37~ E CI dl,tone. or 205.00 feet; then~ S 46'0$'12-E (I c!latance o-f 235.00 teet; thence N 4515'07-E <I clleton~ of 150.00 feet; thence N 36'24'07" W Q dlatQllcs of 125.00 foet; thence: N 24'2'00' W <I dlstance of 245.00 feet: thence: S 67'09'10' W a dI'tance of 200.00 feet to-the po-Int o-f boglnninv, containing 1.70 ocres more cr len. 10'" NA.'11JRAI.. !Wi PIP£1INf LEGAl. PE'SCRIPTICW: II pipeline OQHmont, 40 foot In width, 10C<1tod In \hili Nl/2 NE1/4, E1/2 NWl/4 and the SWl/4 NWl/4 of Section 34, Townahlp 6 SoYlh, Range 95 Weat of the 8th p, M., Gar1ltld County. CoIorO<lo. The centerline: of sold easement being more particularly d~Jitl.e<I os f9llows: Beglftnlng at 0 point 01'1 the northerly Une ot .cId Section 34, also being a point on thlll BU.l/EXXONMOBLE property line, whence tile NE corner of takl Section 34 bears N 89'37'45-E " dl'tQn~ of 510.79 feet; thlllnce :5O\Ithwat~y along the westerly $Ide of on ~letln9 acCtia rOCld opproxlmotely 1127 fHt: tllenoe aouthWHterly, l.aw,g oatd (lCCUS rood approxtmotely 984 feel to a point an tho nlrlherly olde of on existing oeceas rood: thence 10000thwt.teny. along the northerly side ot IOld ooc". rood oppro)(motely 3425 foot to a point on the eo,\orly olde of the Cottonwood GtIIch COlTlpressor site, wheneo Wl/4 Con'IlIII" of ,old SDCtion 34 beOl"$ S 35'09'2'" W 0 dIstance of 560.64 feet. 8~' & 10', Nt.BJR", GAS PlpruNf§ lEGAL QfSCR!Pl!ON: A pipeline ecaement, 40 feet in 'IrldU'l. loootod 11\ tho SW1/4 NWI/+ and tho NWI/4 SWi/4 of Seotlon 34, Townthlp e South, RQ'tge 95 West of the 6th p, M., ¢arfleld County. CoIorcdo. The (l«ltonln. of sold ocaemont beIng mar" IXIrtlc4llorly Oc:3eribod Q:I follows; 60911'11'111'19 ot 0 on the .... ntorly aldo of the Cottonwood Gulc:h Compr~$OI' aite, whence the Wt/4 COI'nor of sold Soo::tlon 3t b~ 5 39"46'2r W 0 o:Iittonoo of 537,65 f •• t, thence southealten), opproxmotely 1733 ,.,t 0'01'19 the eo,ttrly skk o.f 0fI exIsting (lcce •• rood tOo (I point on the exbtlnQ IS"' no\urol gos pipelIne, whence tho SH oomer of ~td S&ction ~ bOQl'S S 31'49'50' W a distance of 1936,29 foot.. ........ . //"'< //\ --::::JC~ __ 1111111111111111111111111111111111111111111111111111111 657067 08/02/2004 03:12P B1609 P867 M ALSDORF 6 or 6 R 31.00 D 0.09 GARFIELD COUNTY CO rUIr,/!,I"I·a~mS . ,, ~ December 20, 2010 PHil VAUGHAN CONSTRUCTION MGMT INC 1038 COlmty Road 323 !llfle, CO 81650 RE: Noticc of Chanse from Corporation to lImitcd liability Company; Merger of Two Companie~ On Septcmber 30, 2010, Ilargath Inc., convcrlNlto Bargath llC, a Delawarc limited liabi lity company ("Ilarnath" ). A copy of the Delaware Certificate of Conversion i~ attached for your information. Only the form of cntity and name have changed, all other details, including the Tax 10, rcmain the sa fllc for Bargath. On Octobcr 31,2010, Wilr,ath LLC, a Delaware LLC merced with Ilargath, with Aargath being the ~lIrviving entity. A copy of the Delaware Ccrtificate of Merger Is attached for your information. Please adjust YOIJr records and account information accordingly. If YOll have any qlle, tions, plea~e do 110t hesitate to call the following: Bargath LlC Penny Alderton Sourcing Speciali~t Scnior (303) 260·4509 Sincerely, 111111 Lane, Senior Counsel Bargath LLC fJ)e{aware PAGE 1 ?fre Ji'rst 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 2'HE CERTIFICATE OF CONVERSION OF A COLORADO CORPORATION UNDER THE NANE OF "BARGATH INC. " TO A DELAPIARE LIMITED LIABILITY COMPANY, CHANGING ITS NAME FROM "BARGATH INC." '1'0 "BARGATH LLC", FILED IN THIS OFFICE ON THE THENTY-EIGHTH DAY OF SEPTEMBER, A.D. 2020, AT 22:5l O'CLOCK P.M. 4877748 8100V 100947669 DATE: 09-28-l0 You ~y vwrJIY thi, c.rtJI1c.t. onJjn. At eo.rp.d.l • .r.u. gov/clUthWll" . • ht&1 STATl!Or. DELAWARE CEHTIFICATE OJ: CONVERSION State or Delaware Sacrot41}' of Staw DlvJ,,1M of COzpc>ratiOM /lQUVIU'WId JZ:~7 PH 09/28/2010 F'Iu:D 22:.51 PH 09/28/2010 S1!V 100947669 -4877748 F1.IZ FROM A FOREIGN CORPORATION TO A UMITED LlABILlTY COMPANY PURSUANT TO SECTION 111-214 OF THE LIMITED LIABILITY ACT I.) The jurisdiction where the Corporation fi~1 formed Is Colorado. 2.) The jurlroiolion immediately prior to filing this CertifiClitc is Colorado. J.) The date lI,e wrporatiolllirsl ("rmed is lurn: )0, 1<)86. 4.) The nome of Ihe Corporation immedi.tely prior to filing lIli! Certifieale is B3Igalh Inc. S.) The name ofille Limited liability Company as ~ct forth in the Cenificate of Fomulion is Bargalh l.tC. 6.) TIle effective dale of Ihls conversion shall be Seplember lO, 2010. IN WITNESS WilER EOF, the undc"igned h.'Io c~eculed this CenifiCllte on the 2711, day of September A,D. 2010, <~ By; ... -' .,.. ,,_~,,_. A~lhoriud PtlSlln Name: La Fleur C. Browne Prinl or Type f})e [awa re PAGE 2 fJfr.e :Jirst State I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF DELAWARE DO HEREBY CERTIFY TIlAT THE ATTACHED IS II. TRUE AND COIlRECT COPY OF CEJl:rIFICATE OF FOIWATION OF "DAJ!.GATH 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 DATE: 09-28-10 rou .. y v.drY thh ,,"uUllc-.t. (JtIUn. .t corp. d.l.J4,... goV/.UthVClI'. ,.htal CERTIFICATE OF FORMATION OF BARGATH LLC 1. The name 01 tile limited liability company is Bargath LLC 2. The address of its registered omce in 1M Slato 01 Do!aware is: Corporation Trust Center, 1209 Orange Siroel, in tho City of Wilmington, Detaware 19801. The name 01 Its registered agenl at such address Is The Corporalion Trust Company. 3. This Cerlllicale 01 Formation shalt be effective on Septembor 30, 2010. IN WITNESS WHEREOF, the undersigned have executed this Certificate 01 Formation of Bargath LlC this 27th day ef Septembor. 2010. <C2?'L-.-.r2..._-e-~ E:.... La Fteur C. Browno, Socrotary f})e[aware PAGE 1 7fze !First State I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY THE ATTACHED IS A TRUE AND CORRECT COPY OF THE CERTIFICATE OF MERGER, WHICH MERGES: "HILGATH LLC", A DELAHARE LIMITED LIABILITY COMPANY, WITH AND INTO "BARGATH LLC" UNDER THE NAME OF "BARGATR LLC", A LIMITED LIABILITY COMPANY ORGANIZED AND EXISTING UNDER THE LAWS OF THE STATE OF DELAWARE, AS RECEIVED AND FILED IN THIS OFFICE THE TWENTY-SEVENTH DAY OF OCTOBER, A.D. 2010, AT 12:46 O'CLOCK P.M. AND I DO HEREBY FURTHER CERTIFY TIUIT THE EFFECTIVE DATE OF THE AFORESAID CERTIFICATE OF MERGER IS TilE THIRTY-FIRST DAY OF OCTOBER, A.D. 2010. 4877748 8100M 101032369 DATE: 10-28-10 fou -.y vwrJ/y th1. certtlic.te online At c:orp .• l."'.jII,. •. gor/.. uth .... r .• htaJ Stata of DII141f4nl SOO .... t.a.ty Df StatG Divi.,on 0£~4t1onS DIIUvwod 12:58 I'M 10/27/2010 FILED 12:46 PM 10/27/2010 SRV 101032369 -4877148 f7LE. STATE OF DELAWARE CERTIFICATE OF MERGER OF DOMESTIC LIMITED LIABILITY COMPANIES Pursunn! 10 Thle 6. Section 18·209 of the DelawllJc Limit.d Liability /lct, th. undersigned limited liability ~"rnpany e~ccutcd the followin!: Certiliellte (If ~1~rgcr. FIRST: TIte nome of the survhing limited liabili!y compllny is Datfrllt11 !.I.e ~~_Or~_~_~' _ OT __ ' BIId the n~nle of the limited li.bili!y company being nmged into lhis sun'iving limitod liability comp""y is Wil;.t;...h "'I.I."'C'-____ ~ __ ~ SECOSD; TIle Agreement of Merger h .. been appJOvcd. adopted. certIfied. eXt"'"!." Blld acknowledged by each of the constituent limited liRhility rotnp.nic~ TJIIRD: The Ilome of the ~urvi\'ing limited liability company is nus.til t.I.C JlOURTII: The merger IS to be(omc effective On Ouo~,~!:.'~I.(~. ____ .. rtllTJI: TIle Agreemen! of Merger is on file"t On'_WIU!!.:~~, C'OI". S~~t' 4:~li Tul", OK 14172 lhe-piacc";;Cb'usiness of the surviVing lirn;c;dTIobililY company. SI)"'TJI: A COP)' of Ihe Agreement of Merger will be furnishen by the ,uwiving limited li.bility compMY on n:(lucsl, wilhout cost. to Dny member or Ole constiluent limited liability compnnies. IN WITNESS WHERF.()f', s.id sun'iving limited liability comp!"lJ. h.s caused Ihis ccnilicatc to be signed by M authorized person, Ihc .... _~~_ day of October ,A,D., 2010 ~ ~ By: .• ~;--_" ,=f",:> ____ AUlhorizt'<l Person Name: 1..# rieur (.', lhowne Print or Type Title: s,,,,,,,)' 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 ESO 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 fa cility 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 Bartholemew, Garfield County Plans Reviewer Phil Vaughan From: Sent: Andy Schwaller <aschwaller@garfield-county.com> Wednesday, December 21, 2011 1 :38 PM To: Philip Vaughan Cc: David Bartholomew Subject: RE: Bargath LLC-Gas Chromatograph Buildings-Pre-cast foundation question Hi Phil, I believe as long as there is an engineer on site to visually inspect dimensions and general condition of the precast units prior to instillation, we should be O.K. Said engineer could also inspect the structural fill requirements and instillation of the precast foundations. I anticipate the county to do a final inspection of tie down, grade, egress requirements and verification of the Division of Housing labeling. Our final would follow any electrical final inspections and submittal of the engineers inspection of the sub grade and foundation. We might be able to have an office copy template to use when issuing permits if there are multiple identical 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 further. Thanks, Andy ---------._----_. -. -_. -_.-From: Philip Vaughan [mailto:phil@pvcmi.coml Sent: Wednesday, December 21,201112:51 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@Williams.com> To: Philip Vaughan <phil@pvcmi.com> 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 epe for fabrication. epe has an on staff PE named Kim Fentress who approves the plans before they go into production then they are inspected by the Qe group there at epe (the Qe forms I've previously sent). Thanks, Sam From: Philip Vaughan [mailto:phil@pvcmi.com] Sent: Tuesday, December 20,20113:11 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 by DROID on Verizon Wireless -----O riginal 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 jurisdictions 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? I did not see a seal on the structural drawings. I assume a sealed copy is available? Thanks, Andy --_.--'---'---'---' From: Phil Vaughan [mailto :phil@pvcmi.com] 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 yesterday. 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 have an identification or serial number attached to each. 3. Drawing SC-100 Chromatograph foundation plan noting the pre-cast concrete footings and stemwalls. As discussed, the buildings are 8'x16' or 8'x20' and will have CDOH insignias attached to them. Please let me know if the ACI certifications 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 @Samuel Engineering, Inc. We Provide Solutions 8450 E. Crescent Pkwy, Ste 200 Greenwood Village, CO, 80111 To: Mr. Andy Schwaller Garfield County Buildings Department 108 8th 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 8' x 16' or 8' 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 BVi lner@Samuelengineering.com (303) 567·7628 ( 1820 E. HIGHWAY 402 LOVELAND, CO 80537-8805 January 25,2012 WWW.COLOPRECAST.COM Garfield County Building Department J08 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 CCPC) 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 ofthe 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 ~' I I GEOTECHNICAL ENGINEERING GROUP A lrerrClcan COMPANY Geotechnical Engineering Report GC Building Addition Cottonwood Compressor Station SW '!. of NW '!. of Section 34, Township 6 South Range 95 West, 6th Principal Meridian Garfield County, Colorado December 1, 2011 Terracon Project No. AD115023 Prepared for: Williams Midstream 1515 Arapahoe Street Denver, Colorado 80202 Attention: Mr. Sam Herrin Prepared by: Terracon Consultants, Inc. Grand Junction , Colorado December 1,2011 Williams Midstream 1515 Arapahoe Street Denver, Colorado 80202 Attn : Mr. Sam Herrin Email: Sam.herrin@williams.com Cell: (303) 589-2743 Re: Geotechnical Engineering Report GC Building Addition Cottonwood Compressor Station Garfield County, Colorado Terracon Project Number: AD115023 Dear Mr. Herrin: A lrerr<lcOn CO ... ANY 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 have any questions concerning this report, or if we may be of further service, please contact us. Sincerely, Terracon Consultants, Inc. R~:rson Project Engineer John P. Withers, P.E. Senior Engineer Enclosures cc: 1 -sam.herrin@"";liiams.com (electronic-PDF) 1 -hghaffari@samuetengineering.com (etectronic-PDF) 1 -bvilner@samuelenqineering.com (electronic·PDF) 1 -Fite Norrnan W. Johnston, P.E. Senior Engineer Gt()(!'chnicai Engin!ellng GrouP. A Ttnacon Cornpany 2308 Int!'Slate A\en'J! Grand Junaion, CO ~n S 05 p 1970124,4078 F 1970124,71 I) geoteclln icolgroup.com terrocO<1 .com Gootochnical • Environmontal • Constluction Matorials • Facilitios 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 ....................................... 4 4.1 Geotechnical Considerations .................................... ............................................. 4 4.1.1 Existing Utilities .......................................................................................... 4 4.1.2 Settlement and/or Swell Potential .............................................................. 4 4.1.3 General ................................................................................................. ..... 5 4.2 Earthwork .............................................................................................................. 5 4.2.1 Site Preparation ......................................... ................................................ 5 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 ........................................................................................................... 9 4.3.2 Footing Foundation ............................. ....................................................... 9 4.3.3 Footing Foundation Design Recommendations ......................................... 9 4.3.4 Footing Foundation Construction Considerations .................................... 10 4.4 Seismic Considerations ....................................................................................... 11 4.5 Floor Slab ............................................................................................................ 11 4.6 Lateral Earth Pressures ...................................................... ................................. 12 4.7 Concrete Considerations ......................................................................... 12 5.0 GENERAL COMMENTS .................................... ............................................................. 12 APPENDIX A -FIELD EXPLORATION Figure A-1 Figure A-2 Figure A-3 Figures A-4 and A-5 Site Location Map Boring Location Diagram Field Exploration Description Test Boring Logs Reliable _ Responsive _ Convenient _ Innovative TABLE OF CONTENTS (CONTINUED) APPENDIX B -LABORATORY TESTING Figure B-1 Table B-1 Figures B-2 Figure B-3 Laboratory Testing Summary of Laboratory Test Results Consolidation Test Reports Direct Shear Strength Test Results 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 Cottonwood GC Building . Garfield Counly, Colorado December 1, 2011 • Terracon Project No. AD115023 EXECUTIVE SUMMARY A lrerracon COMPANY A geotechnical investigation has been performed for the proposed GC (gas chromatograph) building to be located in the SW Y. of NW Y. of Section 34, Township 6 South, Range 95 West, 6th Principal Meridian, Garfield County, Colorado. One (1) exploratory test boring, designated TH-1, was performed to a depth of approximately 20 feet below the existing ground. Foundation support and other geotechnical conditions were evaluated using the information obtained from the referenced subsurface exploration. The following geotechnical considerations were identified: • We believe spread footing foundations may be used to support the structure where foundation movement is acceptable. The structures can be supported on shallow spread footing foundations bearing on new engineered, well compacted fill extending at least 36-inches below the new footing bearing elevations. Additional depth of engineered fill supporting the foundations may be included to help reduce and I or help mask the post construction movement. 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 structure. • On-site soils may not be suitable for use as well compacted structural fill due to their clay content. • 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 GC Building Cottonwood Garfield County, Colorado Terracon Project No. AD115023 December 1, 2011 1.0 INTRODUCTION A geotechnical engineering report has been completed for the proposed GC (gas chromatograph) building to be located at the Cottonwood Compressor Station in the SW '/.i of NW '/.i of Section 34, Township 6 South, Range 95 West, 6'h Principal Meridian, Garfield County, Colorado. One (1) exploratory test boring, designated TH-1, was performed to a depth of approximately 20 feet below the existing ground surface. The subsurface and laboratory information was used in the preparation of this report. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: _ subsurface soil conditions _ groundwater conditions _ earthwork _ foundation design and construction _ seismic considerations 2.0 PROJECT INFORMATION 2.1 Project Description ITEM Site layout Structure Floor DESCRIPTION See Appendix A, Figure A-2: Boring Location Diagram We understand the proposed construction will consist of one structure. a GC (gas chromatograph) building. The GC Building will be approximately 8 feet by 12 feet. The GC building will be single-story pre-fabricated. We understand shallow footing foundations are desired by Williams Field Services. We were requested to provide engineering recommendations to facilitate the use of precast concrete footing I sill blocks which were purchased prior to our study. 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 Cotlonwood GC Building . Garlield County, Colorado A lrerrilcon COMPANY December 1, 2011 • Terracon Project No. AD115023 ITEM 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 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 SW Y. of NW Y. of Section 34. Township 6 South, Range 95 West, 61h Principal Meridian, in Garlield County, Colorado. Refer to Figure A-1 . Current ground cover Existing topography Existing compressor station with open, vacant area surrounding 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 previous referenced exploratory test borings, subsurface conditions on the project site can be generalized as follows: Stratum Approximate Depth to Material Description Consistency/Density Bottom of Stratum (feet) 1 14 Clay, silty, sandy, with slight gravels Stiff to very stiff 2 16 Sand and gravel Dense 3 20 Clay, sandy, gravelly Hard Reliable . Responsive . Convenient . Innovative 2 Geotechnical Engineering Report Cottonwood GC Building _ Garfield Counly, Colorado December 1,2011 _ Terracon Project No. AD115023 A lrerracon COMPANY The upper soil encountered in the borings generally consisted of sandy and gravelly clay, moderate plasticity, and had the following measured liquid limits, plastic limits, and plasticity indices: Sample Location Depth (feet) Liquid Limit (%) Plastic Limit (%) Plasticity Index (%) Boring TH-l 1 to 5 25 15 9 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. At the time of the subsurface investigation the site was developed as a compressor station. The exploratory test borings represent the conditions at each test boring at the time of drilling. 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. The existing site development likely has influenced surface runoff patterns and may influence groundwater as a result. 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. Reliable _ Responsive _ Convenient _ Innovative 3 Geotechnical Engineering Report Cottonwood GC Building _ Garfield County, Colorado December 1, 2011 _ Terracon Project No. AD115023 A lrl!rracon COMPANY 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. _ Possible existing undocumented fill. _ 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. 4.1.1 Existing Utilities Based upon our understanding of the existing site development, we anticipate 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 andlor Swell 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 36 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. Reliable _ Responsive _ Convenient _ Innovative 4 Geotechnical Engineering Report Cottonwood GC Building _ ~' I ! GEOTECHNICAL f 1,J[;II,jf I PINI, I;PIlIIP Garfield County, Colorado A lrerracon COMPANY December 1, 2011 _ Terracon Project No. AD115023 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. If existing fill is encountered in the bottom of the foundation excavation the quality of the existing fill should be evaluated by Terracon prior to placing engineered fill or foundation concrete. 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 a Terracon representative. This could include in·place field density tests, proofrolling, and test pits, as appropriate. Proof·rolling 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 Acceptable Location for Placement Lean clay CL (LL<40) All locations and elevations >36 inches below bottom of footing level and below Lean to fat clay CUCH (40<LL <50) building finished grade unless tested and meets low volume change material criteria Fat clay 2 CH (LL>50) > 36 inches below bottom of footing Well graded granular GM ' All locations and elevations Low Volume Change CL (LL<50 & PI<22) All locations and elevations Material' orGM ' The on·site soil may not be suitable for use as fill On·site soils CL below building finished grade due to their clay content. Additional testing may 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. Rel iable _ Responsive _ Convenient _ Innovative 5 Geotechnical Engineering Report Cottonwood GC Building . Garfield County, Colorado A lrerrilcon COMPANY December 1,2011 • Terracon Project No. AD115023 3. Similar to CDOT 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. 4.2.3 Compaction Requirements ITEM Fill Lift Thickness DESCRIPTION 9 inches or less in loose thickness when heavy, selfpropelled compaction equipment is used 4 to 6 inches in loose thickness when hand-guided equipment (i.e. jumping jack or plate compactor) is used 95% of the material's maximum standard Proctor dry density (ASTM D 698) for cohesive soils such as onsite Compaction Requirements 1 sandy clay and 95% of the materials maximum modified Proctor dry density (ASTM D 1557) for granular material such as CDOT Class 6 aggregate base course Within the range of optimum moisture content to 4% above Moisture Content -Cohesive Soil 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 cohesion less 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 flow 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. Reliable . Responsive . Convenient . Innovative 6 Geotechnical Engineering Report Cottonwood GC Building _ Garfield County, Colorado December 1, 2011 _ Terracon Project No. AD115023 A lrC!rracan COMPANY 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. 4.2.5 Grading and Drainage 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 0698) 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 The site has been previously developed for a compressor station. It is likely the site contains existing fill. If the metering station will be constructed in an area with existing fill, the existing fill compaction should be verified or removed in its entirety and replaced in a well compacter manner. Verification of fill compaction may be either by obtaining compaction reports conducted during placement or by test holes and compaction testing of the existing fill. Removal and replacement as well compacted fill is recommended prior to foundation subgrade preparation. It is possible that the subgrade andlor 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-compact 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 Reliable _ Responsive _ Convenient _ Innovative 7 Geotechnical Engineering Report Cottonwood GC Building _ Garfield County, Colorado December 1, 2011 _ Terracon Project No. AD115023 A lrerrilcon COMPANY 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. 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. Reliable _ Responsive _ Convenient _ Innovative 8 Geotechnical Engineering Report Collonwood GC Building _ Garfield Counly, Colorado A lrtlrracon COMPANY December 1, 2011 _ Terracon Project No. AD115023 4.3 Foundations 4.3.1 Drilled Shaft Pier Foundation Design Recommendations Subsurface condilions indicate that the shallow soils at or near footing depths may have a potential for moderate volume change when wetted and /or loaded. If the proposed structures have a low tolerance to post construction movement the structures should be supported by a drilled pier foundation system bearing within bedrock. Bedrock was not encountered in the exploratory test boring to a depth of 20 feet, the maximum depth explored. If the structures will be supported by drilled pier foundations additional subsurface exploration will be necessary to determine depth and design criteria for drilled piers. We should be contacted to provide additional subsurface exploration as needed for drilled piers. 4.3.2 Footing Foundation If the structures have a greater tolerance to post construction movement, the proposed structures can be supported using a shallow spread footing foundation system bearing on new engineered well compacted structural fill extending 3 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 3 feet thick layer of well compacted structural fill. Thicker layer of engineered fill may be considered to help reduce the post construction settlement. The engineered fill material should consist of a non-expansive granular material with a maximum nominal size of 1 Y, inches. Design recommendations for shallow foundations for the proposed structures are presented in the following sections. 4.3.3 Footing Foundation Design Recommendations DESCRIPTION Isolated Square Continuous Strip (LlB~2) Net allowable bearing pressure 1 2,000 psf 2,000 psf Minimum dimensions 30 inches 18 inches Minimum embedment below finished grade for 36 inches 36 inches frost protection 2 Estimated total settlement from foundation loads for footings supported on a 3 feet thick % to 1 inch 3 % to 1 inch 3 layer of engineered well compacted structural fill 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. Reliable _ Responsive _ Convenient _ Innovative 9 Geotechnical Engineering Report Cottonwood GC Building _ Garfield Counly, Colorado December 1, 2011 _ Terracon Project No. AD115023 DESCRIPTION Isolated Square A lrcmacon COMPANY Continuous Strip (UB2:2) 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. Refer to local building code for details. 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. 4.3.4 Footing Foundation Construction Considerations The base of all 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 D 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 level. As an alternative, the footings could also bear on properly compacted structural backfill extending down to the suitable soils. Overexcavation for well compacted structural fill placement below footings should extend laterally beyond all edges of the footings at distance at least equal to the thickness of the well compacted structural fill 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 modified effort maximum dry density (ASTM D 1557). The overexcavation and backfill procedure is described in the following figure. Reliable _ Responsive _ Convenient _ Innovative 10 Geotechnical Engineering Report Cottonwood GC Building _ Garfield County, Colorado A lrl!rracon COMPANY December 1, 2011 _ Terracon Project No. AD115023 . v , . . . ' -()esian footing level carlly & compact excavation level Overexcavation/Backfili Concept 4.4 Seismic Considerations Code Used Site Classification 2009 International Building Code (IBC) 1 0 ' 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 19)1, feet and this seismic site class assignment considers that the material 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 should be contacted to provide design and construction recommendations for concrete slab on grade floors. Reliable _ Responsive _ Convenient _ Innovative 11 Geotechnical Engineering Report Cottonwood GC Building _ Garfield Counly, Colorado December 1,2011 _ Terracon Project No. AD115023 4.6 Lateral Earth Pressures A lrerracon COMPANY 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 230 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. 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 Reliable _ Responsive _ Convenient _ Innovative 12 Geotechnical Engineering Report Collonwood GC Building _ Garfield County, Colorado December 1, 2011 _ Terracon Project No. AD115023 A lrerracon COMPANY 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 _ Responsive _ Convenient _ Innovative 13 APPENDIX A FIELD EXPLORATION Subject site A lremn:on COM PAN GEG JOB NO. AD115023 Vicinity Map COTTONWOOD METERING STATION SW114 of NW114 Sec 34, T6S, R 95W Garfield County, Colorado DATE: 11/28/11 Fig. A-I Note: This figure was prepared based on a drawing from Williams Production RMT Company and notes obtained during the field study and and is intended to show approximate locations of Exploratory Test Boring only. Legend ~ • Indictes Approximate Location of ~ A lrerriJcon COMPAN GEG JOB NO. AD115023 Exploratory Test Boring • Indicates Approximate Location of GC Building Location Map COTTONWOOD METERING STATION SW114 of NW114 Sec 34, T6S, R 95W Garfield County, Colorado DATE: 11/28/11 Fig. A-2 Geotechnical Engineering Report Cottonwood GC Building _ Garfield County, Colorado December 1,2011 _ Terracon Project No. AD115023 Field Exploration Description ~~ I I GEOTECHNICAL f NGINEf fliNG Gr<ntJP A lrerracon COMPANY 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 fiight solid-stem augers to advance the exploratory test borings. Samples of the soil encountered in the borings were obtained using standard split-barrel sampler and modified California barrel sampling procedures. In the sampling procedure, the number of blows required to advance either a modified California Barrel sampler or a standard 2-inch 0.0. 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. Reliable _ Responsive _ Convenient _ Innovative Figure A-3 .... '1' GEOTECHNICAL KEY TO SYMBOLS Symbol Description ~ C= Depth at which exploratory test boring caved during drilling. ~ ... .. .... '"' . ~ ~ Notes: "CAVED" Clay, sandy, moist, brown (CLl Gravel, very sandy, dense, medium moist, grey (GC-SCl Clay, very sandy and gravelly, moist, brown to red (CLl 1. SH -Thinwall Tube Sample. 2. CT -Modified California Barrel Sample. 3. SPT -Standard Split Barrel Sample. 4. Bulk -Bulk Disturbed Sample. 5. 10/12 -Indicates 10 blows with a 140 LB hammer falling 30 inches was required to drive the sampler 12 inches. 6. Exploratory test borings were excavated on 12/21/10 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 re ort. Figure A-4 PROJECT: Cottonwood Metering Station CLIENT: Williams Production RMT PROJECT NO.: _---'-A"'D'-'I"-I ",50,",2."-3 _ LOCATION: __________________ ELEVATION: ______ _ LOG OF TEST BORING TH-1 DRILLER: Mike F. LOGGED BY: __ ~J,-,P--,W,----__ DEPTH TO WATER> INITIAL: 'if AFTER 24 HOURS: ~ _______ _ DATE: 10/21111 DEPTH TO CAVING: L 16 o 5 10 15 20 25 30 35 Description Clay, silty, sandy, sligthly, medium, moist, brown and stiff to very stiff(CL) Sand and gravel, moist and brown Clay, sandy, gravelly,moist, brown and hard (CL) Bottom of boring when terminated: 20 ft. . Bulk CT 7/12 CT 20/12 CT 25112 CT 50/11 Notes This information ertains onl to this borin and should not be inter reted as bein indicitive of the site. Figure A-5 PAGE 1 of 1 APPENDIX B LABORATORY TESTING Geotechnical Engineering Report Collonwood GC Building _ Garfield County, Colorado December 1,2011 _ Terracon Project No. AD115023 Laboratory Testing "IIII ~ I I GEOTECHNICAL ENGINEERING [itlO I IP A lrerrilcon 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 and direct sear strength. 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 Geotechnical IIiII,Engineering • Group, Inc. Job No. AD 115023 TABLE B-1 SUMMARY OF LABORATORY TEST RESULTS Hole Depth Natural Dry Atterberg Limits Swell I Consolidation Direct Shear Passing Water Soil Type (feet) Moisture Density No. 200 Soluble (%) (pet) Liquid Plasticity Swell Confining Estimated Internal Cohesion Sieve Sulfates Limit Index (%) Pressure Swell Angle of (pst) (%) (ppm) (%) (%) (pst) Pressure Friction lost) IDearees) TH-1 0-5 9.6 --25 9 ----------44 230 Sand, CI~§6 gravelly TH-1 2 5.9 91 ----------22 170 ----Clay, sa(~C') gravelly TH-1 4 9.4 115 ----1.5 250 1,500 --------Clay, sa(~C') gravelly TH-1 9 9.1 105 ----1.0 500 1,500 --------Clay, sa(~C') gravelly Page 1 of 1 CONSOLIDATION TEST REPORT -2 I i I -1 , I , , , 0 . . , I I -.:........ i I ~ I , 1 I ...., , r-.... I • I I I N' 2 i , WATER ADDED I i"" c: I I g rJ) , I I C 3 I I I ~ , , I Q) , I n. , • , , , 4 i I I , ! i I i I ! 5 i , I , I I I , , , 6 , I , , I , , i ! , , , : i , , i i i , , , , i ! i 7 : I ! i i , ! I i I i , 8 100 200 500 1000 2000 Applied Pressure -pSf Natural Dry Dens. Sp. Overburden Pc Cc Cr Swell Press. Swell LL PI eo Sat. Moist. (pel) Gr. (psf) (pst) (psI) % 9.4% 114.9 250 734 1465 1.5 MATERIAL DESCRIPTION USCS AASHTO Project No. ADI15023 Client: Williams Production RMT Remarks: Project: Cottonwood Metering Station Source: TH-I Elev'/Depth: 4 CONSOLIDATION TEST REPORT Terracon. Inc. Figure B-2 CONSOLIDATION TEST REPORT -2 i i -1 , ,, , I I 0 I , , i ! , I I , , I , , , 1 ! I -...., , I "'-, I , I ~ , I , ! , ! I , ! I , , 2 ! ! _" i I~ , , , c , . I WATER ADDED o§ i I -! , ! "-(/J , , : ' . -c 3 " , I ! " l:' I , , " " DI , I i 4 I I I , i , , ! I I I I , 5 , , , I , i , 6 ! I I i , I I , ! , , , , ! 7 I I I ! I i , , , , , I , i I 8 100 200 500 1000 2000 Applied Pressure -psI Natural Dry Dens. Sp. Overburden Pc Cc Cr Swell Press. Swell LL PI eo Sat. Moist. (pcf) Gr. (psI) (psI) (psI) % 9.1 % 105.1 500 1074 1516 1.0 MATERIAL DESCRIPTION USCS AASHTO Project No. ADl15023 Client: Williams Production RMT Remarks: Project: Cottonwood Metering Station Source: TH-1 Elev.lOepth: 9 CONSOLIDATION TEST REPORT Terracon. Inc. Figure B-3 -0.012 15 Results C, psi 1.17 3 -0.008 $,deg 21.9 , Tan 0.40 , , .~ C -0.004 2 10 0 'w I ,.-~ "-D~al;OIl vi , E '" .2 0 ~ , 0'" I I '8 '""" 'iii -"-f-f----lt 0.004 5 >'" I ---1-'---_, o-k' -~-0.008 1 , ~ .. -i--I+'~ 0.012 0 0 3.5 7 10.5 14 0 5 10 15 Strain, % Normal Stress, psi 15 --l-Sample No. 1 2 3 . ---t---._-----, -.-Water Content, % 5.9 5.9 5.9 12.5 1 Dry Density, pef 90.7 90.7 90.7 , .ii,i Saturation, % N/A N/A N/A ! 'c 10 2 Void Ratio N/A N/A N/A 'iii , "-Diameter, in. 2.01 2.01 2.01 vi , '" Heiaht, in. 4.02 4.02 4.02 ~ , 7.5 Water Content, % 18.1 18.1 IS.I , ro i I 3 Dry Density, pef .'c" 17) (/) 5 " Saturation, % f-I <i' Void Ratio , I Diameter, in. 2.5 Heiaht, in. I Normal Stress, psi 10040 6.90 3.50 0 Fail. Stress, psi 5.31 4.05 2.53 0 5 10 15 20 Strain, % 2.0 2.5 2.5 Strain, % Ult. Stress, psi Strain, % Strain rate, in.lmin. 0.63 0.63 0.63 Sample Type: Client: Williams Production RMT Description: Clay, silty, sandy, slightly gravelly. Project: Cottonwood Metering Station LL= N/A PI= N/A Specific Gravity= Source of Sample: TH-I Depth: 2 Remarks: Proj. No.: AD 115023 Date Sampled: 10-21-11 DIRECT SHEAR TEST REPORT Figure B-4 Terracon. Inc. Tested By: '-'R'-'-W!CA'----_______ ~ Checked By: '-'R""W'-'A'----_______ ~ APPENDIX C SUPPORTING DOCUMENTS GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SS: Split Spoon _1_'1,' 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: While Sampling BCR: Before Casing Removal WCI: Wet Cave in WD: While Drilling ACR: After Casing Removal DCI: Dry Cave in AB: After Boring N/E: 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 Soit 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 of their in-place relative density and fine-grained soils on the basis of their consistency. CONSISTENCY OF FINE·GRAINED SOILS Unconfined Standard Penetration Coml!ressive 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 Descriptive Term(s) of other constituents Trace With Modifier Percent of Dry Weight < 15 15 -29 dO RELATIVE PROPORTIONS OF FINES Descri~tive Term!s} of other constituents Trace With Modifier Percent of Dry Weight <5 5-12 > 12 Relative Densit~ Blows/Ft. 0-3 Very Loose 4-9 Loose 10-29 Medium Dense 30-50 Dense > 50 Very Dense GRAIN SIZE TERMINOLOGY Major Component 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 (0.075mm) PLASTlCtTY DESCRIPTION Term Plasticil~ tndex Non-plastic 0 Low 1-10 Medium 11-30 High > 30 Exhibit C-1 UNIFIED SOIL CLASSIFICATION SYSTEM Soli Classification Criteria for Assigning Group Symbols and Group Names Using laboratory Tests A Group Group Names Symbol Gravels: Clean Gravels: Cu>4and 1 <Cc<3 E GW Well-graded gravel F More than 50% of Less than 5% fines C Cu <4 andlor 1> Cc > 3 E GP Poorly graded gravel F coarse Fines classify as ML or MH GM Silty gravel F.G, H fraction retained on Gravels with Fines: Coarse Grained Soils: More than 12% fines C Clayey gravel F,G,H NO.4 sieve Fines classify as CL or CH GC More than 50% retained I Clean Sands: ICu~6and 1 :-:;Cc:s3 E SW Well-graded sand I on No. 200 sieve Sands: 50% or more of coarse I Less than 5% fines 0 Cu < 6 andlor 1> Cc> 3 E SP Poorly graded sand I fraction passes I Sands with Fines: T Fines classify as ML or MH SM Silty sand G,H.I No.4 sieve I More than 12% fines D Fines Classify as CL or CH SC Clayey sand G,H.I I Inorganic: PI> 7 and plots on or above "A" line J CL Lean clayM, Silts and Clays: PI < 4 or plots below "A" line J ML SiltK.l.M Liquid limit less than 50 Organic: Liquid limit· oven dried I < 0,75 OL ! Organic clay K.L.M.N Fine-Grained Soils: Liquid limit· not dried I I Organic siltK.L,M.o 50% or more passes the PI plots on or above "A~ line CH i Fat clayK.L.M No. 200 sieve Inorganic: Slits and Clays: PI plots below "A" line MH Elastic SiltK.l . Liquid limit 50 or more I Liquid limit· oven dried I I Organic clay .M,P I Organic: Liquid limit -not dried I < 0.75 OH I Organic silt K,L.M.Q Highly organic soils: Primarily organic matter, dark in color, and organic odor PT Peat A Based on the malerial passing the 3-in. (75-mm) sieve I 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 ,i , If soil contains;?: 15% gravel, add "with gravel" to group name. or boulders, or both" to group name. I J If Atterberg limits plot in shaded area, soil is a CL·ML, silty clay. C Gravels with 5 to 12% fines require dual symbols: GW-GM we1l-graded , I 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 I gravel," whichever is predominant. graded gravel with silt, GP-GC poorly graded gravel with clay. I 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 sill, 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. (D,./N PI ;?: 4 and plots on or above "A" line. E Cu = Ow/Ow Cc = o PI < 4 or plots below bA" line. D10 x D60 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 If fines classify as CL-ML, use dual symbol GC-GM, or SC·SM. I 60 -T ------,--------1 . --'-I' ---:--, , -------,-----For classification of fine-grained , , , I , , ! solis and fine-grained fracllon ! , ' . o , 50 ,-_of coarse-grained solis ,~ -------~0~/'4 \).<:-0 ! Equation of "AN -tine I ~v/.~ ~ HoriZontal at PI=4 to LL=25.5. Ii , then PI=0.73 (LL-20) ... ~~. //·O~ , X 40· I w ' < t·· 0 Equation of "UQ -line , , ~o ~ I Vert~al at LL=16 to PI=7, , , , Ci , E 301-then PI=0,9 (LL-S) --r ~.~ I ~ , i I .. --~ , , () , :, , /' <0 " !;i 20 i· f '7 -I , ~ , 5 /-, /~ : : MH~rOH 0-i ~/i I 10. /(" -,----I -f , 7 --I 4 -L:-"7, MLorOL , I L , 0 I , ---~ ____________ .1._ _. .. . -'---0 10 16 20 30 40 50 60 70 SO 90 tOO 110 LIQUID LIMIT (ll) Exhibit C-2 WEATHERING Fresh Very slight Slight Moderate 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. Moderately severe 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. Severe 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. Very severe All rock except quartz discolored or stained. Rock "fabric" discernible, but mass effectively reduced to "soil" with Complete 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 scate 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. -10 ft. Wide Thick More than 10ft. Very wide Very thick Rock Qualily Designator (RQD) 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 118 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 descnbed feature, which are parallel to each other or nearly so. b. RQD (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 Structural Analysis & Design Ho-Ad 4057 Camelot Circle Longmont, CO. 80504 Davis and Davis Williams Bargath 8'xlO' Chromatograph Building Parachute, CO December 8, 2011 Prepared By: Kim Gazdik, E.I. Behrent Engineering Company 11455 1-70 North Frontage Road Wheat Ridge, CO 80033 303.940.6868 (P) 303.940.0041 (F) Behrent Engineering Job # 1133 I Reviewed By: Pete Sopher, P.E. Overview Objective: Perfonn a structural analysis and design to detennine the stlllctural members required for tbe S'x 10' building. The building will be designed for two conditions: Hoisted and foundation supported. When hoisted, the building shall have no snow present on the roof. For design, an additional 20 PSF miscellaneous load will be added to tbe floor in addition to tbe 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 -Parachnte, CO I. Roof: a. Dead Load = 5 psf+ structural element selfweight b. Snow Load = 75 psf c. Live = 20 psf d. Wind Load = 23 psfuplift (V=100mph, exp C 1=1.0) 2. Lateral Loads: a. Wind = 22 psf h. Seismic = 0.069"'DL (Sds = 0.206, Sdl = 0.047. Site Class B, 1 = 1.0) 3. Floor: a. Dead Load = Self weight h. Live Load = 85 psf 4. At Hoist: a. Self weight of stl1lcture h. 20 psfmiscellaneous on floor References: J. AlSC 13th Edition 2. ASCE7-05 Computer Programs: RAM Elements V8i, Release 12.5.1 (build 18) Conclusion: All stlllctural elements are adequate in strength and deflection. Refer to drawings for member sizes, OIientation and dimensions. Owner shall provide anchorage to fOlUldation at4 corners of building with a capacity of 300lb tension and 500lb shear per anchor. A 6" minimum slab foundation is suggested for building anchorage. ~ 6entley Behrent Engineering Current Date: 121712011 1:47 PM Units system: English File name: P:\2011-BECO\11331 . HoAd 6xl0 Dav}s and Davfs Chromal ra h\Calculat!ons\8x10 Chromato ra h -Hoisted.etz\ mehl'cer~ ~ T 0Y::e:S ; \'\S~I.\XJ.x 14 3q R1oC\€' m\axl\,~ ~\<IC\' • tlo\('O,« LOlxaxlfL{ y A, Z t ~OO~~: ~> Cleo.o: ~~\~ L\J ei~h\ LIVe floor '" 8!) ~f l\v< Roo-f : ~o p~t ~\'\OLO; 16.p~ f 'N\no ,adj)sf ~ d~~'~{ l' ~e'~h\\( , Ho Deod la' 1·~.s" TO C.L l SEE GROUNDING LUG DETAIL _O -6" I'" --t 6" 1-2'-'2"--"-':1"-I-"-sj" 2'-':1"-0: ~ 0: 0: ... .., :la' 11 ................ \!) l' ...................................... .,.. . :.:.:. .: .:. .: ..: .: ~ <i ........ .....,... ..: .:. .: ...: Q; Q) !-'I Q) I _Gl I .,,, .... ~ ... ., -" .... ~ -. 1" :.ur. DEl'/I:l ----_.---.. ---' ----'v' -----'1 ~o i I (i) IQ) I'¢ Q)r,,; lo}il ~~ <t 6 --, I @r i.. ojs· ,_ --.i I I '-. --....,7' L I '---e1.-~---.--..J Put' ":'Ii; CCTIHt. ;/4'" ••••. ?1.,;;1'[ /,~~~ f~'<o~\ DAVIS AND DAVIS WillIAMS SABGATH HO-AD 8'110' CHROMATOGRAPH BUILDING SKID STRUCTURAL 4057 CAMELOT 0fI: l1lNONONT. co 80504 www.hoadinc;.eom CP ~ 10> ::::. ., ~-., '" • ~ .I,.,J:l·'-_I'_l1:j"'_ '" , i , ,,-.:~ .. '" "1 I I J'·e -".'i"-r--J m ., ! " , lanIUll'It'll' , 'f-~-I '" '" " , '" '" " ., " H·,"-.11 I L'l'_l" _ -,".,--r-".'--J"-IQ-., I n:rft'll'llllr Q r T i I I 1 OJ :t-~· ~ OJ , " L,~.,-_ (!) .~~ -., " '" ., , r-".'--~ 's'-b" ., " 0' j aRURllIIlW ". -OJ -r OJ , m OJ m , • 1--".,----t-,--_.,:<:"_1'--1 11:11_111"". !JL~ HO-AD 40,7 CAAlELOT CIR lQNGIoIONT. CO SOSo" www.~dine.com -''''-DAVIS AND DAVIS W1WAMS BARGAT" 8'X10' CHROMATOGRAPH BUILDING WALL STRUCTURAL .£::: 'r I I 8' t I' 10'---------1 " ~ 4' J j r I ! ", i t Co, (j) (j) (j) (j) (i) fD £ fD G: (j) <D <D (j) --_2'_3<])_ r---2'-4·~ (j) (j) ;--2'-4"-1--2'-3,T-(j) (;) --hYl'lM (j) (j) (j) fD fD fD (j) RDOf UlYOUT DEl41l Q) ....-------I ___ R1DGE CAP ROOF PANEL 4'-1<1'" r WAll PANEL ---. R(lOf mu8s:; CETA'It -----. ';' f, "'-'~ -,,[:-~,~~'!!.i1~' HO-AD "057 CAMELOT ClM =:r~~co!~4 '[Jl::: 1-~ I="= I .... .. _, _ wv.IIPDIIIl"C' l, _t_." <:Czo. ___, u_n WC W<Ir' ill~ NI..-n."I ..... n' .. a1.I-MU_I~1_INOI __ ~.,. .. PUll.I.Q. .T.. r_,. I.z "_. .... . mrum..IIEI ...... .,.Ior ........... vlr.u. I_Ql~ .. __ 1l ...... ~ .... ~:roa.IC I. lI"unlla'nanll: .... .. t=WMC'!cU.lICI,r_ISoI ... ,.._lIII,IIIIIIIlQIlI.E&_HIII' .......... IIIhI_ DAVIS AND DAVIS WIlUAMS BARGATH CHROMATOGRAPH BUILDING ROOf STRUCTURAlJTRUSS DETAIL ()1. BEHRENT ENGINEERING COMPANY • CALCULATION SHEET Customer --'1t....,O"-'-A{t:--.. _________ _ Project B'l( ID' CbmmoWcefl \lV)' fu'(O,cn\)t~ Subject Lo.tf'1O \ Ano\ \15\'" By \\0 ' 'N \\'lei Ano.ly ~\') LOl'o:\\ol1: 'Po.rachote I CO ~, IOOmph 1X?()~Ure e 1: 1,1) nt; 10ft S\o~: 10· ('ode: !\seE't-();, lYletl10d \ .• SImplified Proeeedlwf p~ , A Kt{: I Ps-,o ~, Lal kit' \,0 :r: \.0 PS30 ' l'h'1 pst nOfltal1o\ Iq ,\ pSf '{ernco-\ f~ ~ Ol~ p~f honwnta\ @~ psf Vertical Job No. _------lIu..1 '!l~OoL\L-___ _ Date __ ---"'lai!.1 (O""/!..!'II'---__ _ Page ___ CD=-____ _ Checked By _..LP.:.l~'-\lIlaLL/.l.!BCl.J/I!.!-\ _ BEHRENT ENGINEERING COMPANY • CALCULATION SHEET Customer~t-\o-LM!..l"'-_________ _ :~~:~==~~~~i~O:y-~~t~h:=::~:~:~:~:j9YJ:~=-'B:o.:x}:Q,:rh:\J'j:e~= By ____ ~k~g _______________ ___ LOCo:\ion" \bro.cl1(t\"~, CO (3" ,'-18 N I lOB, \ 0 w) I: 1,0 R~ 0,0 Sit\> C\a5~ ~ ~\)::,: O,BcxP Stl\, 0,04r De~\~\1 CQte~or~ ~ Code, A~~ E r-05 E qoWo.\en-l' \..a.tero..l force tlesi sn : C~, :'>9) :0 o· oto9 f-Col1\m\.5 Rlr bot reed not ex c.eed c~ ~ :!l 0 I -=-D, D~.R i(RII) T' Ct hl1K -:: O,IH l{ 'O,oas h~' IDf+ >;: 0,5 and not \e5~ tha.n Job No, _---..-.J1LL1~""'~"'_'\~ __ _ Date __ --'::\a""I.l£Ilo:w{l.\.-1 __ _ Page ____ 1-~_-:-___ _ Checked By _--'-P""'~L....!.I a"'-Jiu..BwlllL\ _ Project Name = Ho-Ad: 8' ~ ID' ehrl)'ma'\o~m.911 -oo.VI'\)~ \hV\~ Conterminous 48 States (l:b.raCI'I,M, CO) 2005 ASCE 7 Standard Latitude = 39.48 Longitude = -108.1 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) (g) 0.2 0.310 (Ss. Site Class B) 1.0 0.070 (S1. Site Class B) 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 S01 SDs = 2/3 x SMs and SOl = 2/3 x SMl Site Class 8· Fa'" 1.0 .Fv = 1.0 t... Pel'" el1l1 of turachotC Period Sa (sec) (g) } 0.2 0,206 (SOs. Site Class B) D.e:)ICl.y\ --~o. lues 1,0 0.047 (SOl, Site Class 8) J 8 ~ Ij~1 ~ illi I , 11!1! ;;;;1; !~ mii ~ ~"fj I~ d~~d ~ ~~!~ I~ J ~ "U § ·080 ,i. 'UBe • ]i~~~ ~ I''io;>cf'? ';" j<;'<;'<;'C> ; ~ II~ .~.i.~.1 ~~ i~~oi~~li ". I· jli"eee!~ j" ••• i~ _,_n S0::'= " -€~ B"6 ~~ 3:-~ (-~ M '" :,t. I dJ<:P -- BEHRENT ENGINEERING COMPANY • CALCULATION SHEET Customer --'-rn""'-"M"--_________ Job No. _---1.I.u,~\~ ~Ll..\ ____ Project al~\I;)' t'<\,ffimn~f().~ -PmnrY\\l1! \ C() SUbject_--"OC1'/trh~u.J)(WY\..I -\\llYl.l.'\Cjr--_____ _ By __ -lK""bL--_________ _ Date __--""lau...liLL/. \..\.. ___ Page ___ I.."O,---:-::-~ __ Checked By_......,p~'"'--"\a=.!.I~B"-'II-'-\ _ A~~QY'n\)"\\t)Y'l~ ~ -lJ" him, ~\o.'o 0\"\ £>rode -Q,to\)\.;. I,OWL CQYiful\~ o"evt\Jrn\n~ wt :\.'bll.. t I • Nu\"~ ~ OWhcr ~na\\ \=>\\)VIC.e (q) min, O.l'"1CYlor.s tD -fu.ndatlOr) ext to\'"\\er~ at bUlldtnq l.IJhicn COJ\ re;:)\St 500 'b ~reo.r ord WCl Ib te\'\:)\on CtCM~ S\ mv\iumol):)\ ~ o.t fQCh onCho r loCo:\1on 0 Se.e ?3 1\ -fur-rrDJ( oncll0r-rwct/Uh5 (-) ,::J ,• £ •I €: ! ~ 15 f ~ 0 0 I ~ I! .. ~ I ;; ..e. =' • ,fi 0:::: f c'" 5 ~ ·c ~ • E-o c ~ 0c. I • W 0 .. • t ~ • i , '" • • , • , ttl g B j :n ~ J :::!r;-J -(!) j~ ;~; • r > <r i .. .... ~ ;/l~ • ~ C 0 B ,. ~'~.:-, • e ,.-J ~ il.i ~ £1 l ~ • • '." , 0.3 0 Ii ~ K • ;; R ~~ • ~ • ~ ~ , 0 w • • • • .£) --9 0 0 rI-.0 qS \0 " ,. ~...... 3 -tV D-c55 0 X :x cd cS E E ;; g ~• •t ~~ • '0 h i• =~t~:t cUi •• ~ • ~ ••..• ,",In·1 H n U III ........ wiii ww Uiwl nnuu n u U~ u~ ~a iH ~~d~. ~~ @~ i! ... C> 'i' co o? ." q aal.~~'~a u ~~ U ~a ... q ..... "''1 ... ~ ~:I::I'::I q «i i -:. q\ 0 c;i HIHIH • ." Is .. ".J..I ggfJ~ ''11h? ~~J~' ~~~m~;!?~~~~",~~~~ ~Y .~.l.i ~hr~'~Li ~.•~~•~•~ ~b~ ci~~dd:;d::;~:;~~o~a ~~iI~~d~~il~~W~ ~~~~~~ 'tf~&1tHHj~~ I \ 1i. Il , del • -~:~;~ ~ ~8 'I. a oed ..l~ ~5s sa CUrrent Date: 1217120119:15AM Units system: English File nama: P:\2011·8EC0\11331 ~ HoAd 6x10 Davis and Davis Chromatograph\Calculalions\8x10 Chromatograph.etz\ Report: Summary -Group by description load conditions to be Included In desls" : Dl:D~ D2=D~+Ll D3:~+lLr D4=D~+S~ D5=D~+0.7~~ D5=DL +0. 75SL D7=DL+0.75~~r D8=DL +0. 75~~ +0.75Llr D9-DL +0.75~L +0.75SL Dl0=DL+WLx Dll=DL+WLz D12=DL +0. 7EOx D13=~ +O.7EQz D14:D~+O.75WLx+O.75LL D15=DL+O.75WLz+0.75LL D16=DL+0.75WLx+0.75SL D17=D~+0.75WLz+o.75SL D18=DL +0. 75WLx+O. 75LLr Dl9=DL +0.75WLz+0. 75~Lr D20=DL +0. 75WLx+O.7~L +0. 75LLr D21=DL +O.75WLz+O,75LL +0. 75lLr D22=DL+O.75WLx+0.75LL+0.75SL D23=DL+0.75WLz+0.75LL+0.7SSL D24=DL +0.525EOx+0. 75LL D25=DL +0.525EOz+0. 75LL D26=DL+0.525EOx+0.75SL D27=DL +0.525EQz+0.75SL D28=DL +0.525EOx+0. 75LLr D29=DL +0.525EQz+0. 75LLr D3O=DL +0.525EOx+0. 75LL +0. 7SLLr D31=DL+0.525EOz+0.75LL+O.75LLr D32=DL+0.525EOx+0.7SLL +0. 75SL D33=DL +0.525EOz+0.75LL +0. 7SSL D34=0.6DL +WLx D35=O.6DL+WLz D35=0.6DL +0. 7EO, D37=0.6DL +0. 7EOz Description Section Steel Code Check + m.motrt> (.,\1 \1h W(J rnl 1'15:) \i·-rtenckd for ten~\t;n I Cllnlp\"(~~\U1 VYlember~ m\~ \mw\\ng~ rm~ b~ \~nOfeG Member utI member::::. /7 0 k . __ .. .-.. ~J. __ .......... . __ Clrt Eq. Rallo Status Reference --------------.-.. ---.----.--Column aisiBox 2x4x14ga 24 023 aI100.oo% 0.17 OK C5.2.2·3 ~ummll PO§i 67 04 at 100.00% 0.11 OK C5.2.2·3 Eave 43 D4 aI50.00% 0.23 OK CS.2.2·2 Bll L2X2XC4 7 D2 at 100.00% 0.79 OK Eq. Hl-1b ru C6XB.2 5 034 al 0.00% 0.Q1 OK Eq. HHb FB3 3 022 al 50.00% 0.09 OK Eq. Hl·1b EIti 1. 034 aI100.00% 0.06 With warnings Eq. Hl-lb Header 8;5;80)( 2x4x14ga 39 035-aI100.00% 0.08 OK C5.2.2·3 Joist 48 023 at 100.00% 0.12 OK C5.2.2·3 B!!!l!!! M 12X11.8 44 04 at 50.00% 0.33 Wllhwamings Eq. Hl·lb ROQf ~nUi!l a;siBox 2x4x14ga 58 04 at 100.00% 0.05 OK CS.2.2-2 Wall Brace 34 035 at 100.00% 0.19 OK CS.2.2·3 Pagel I~ COm..,,_ ,%17.71111' OIAll """"'I"'-~ "._p_1!(I,...uo'ml._~"OD_""'[)""~"".c __ ,·~!Oer._~ .... --~"'II'IhII~ H~I""""d Onlgro"liIo: AlSC3Q...1OO!ASD 1 ,fa 1) OK St ........... , L UVit... IUllI'I -k_.-a... •••• ol .... -.1Af1 ......... ,, ... ,,.[I0<.0I .... , dJ --_.. !..n" "s"."o" .o..._.... ., .. _.".."·.'. .-1 1.fl . .., III A"'_-o, .f.."...' -_-~.1""_lk.l,. , hJII·y ..... __ 11I ~ .. -.---~ Door ___ "'''''' ___ ,~,~ , ............... _, ... h<, ...... ""' ... ul/', .... , ! .......... "" ... -... ....... __ ... IIIoo\~ , ...... =_~01 ...... ___ "'"1(5·_, SWICOdeCbeck lietHon IDIOI'IIUIHIJI .. _... . llIoot-';o ."... ,., ~'~I "4' .~ '''' UOI .. , ,~ .~ <a:. .~ .,. .~ "" o~ .. .~~.! .m , ... 9_". .... __.. ...... __. ... , [5"'~ • m ... """"''' _ '(!<>oIII_I,lI .", .. ..-_,~ ..... ,!rI P""-"~""I .I. ...._ . Ia ......." ..1... ... ' ltl ~~\j ..... ".1 : ......... r.'I.ut £ .. ".", ......... IEI ,;." .. ~ • .,...loOItIll <0 •• l __ """" "'IIiftlill ....... .ao.( UIJ JJft> .....2 lo T_ .., IUI _ •• .. _ ...... eo.-_,,,,, .. _,,,,,,, ... : .. _--_ ...... 11"'_ .... .." f_1It< ...... ..-.,.,,b-;Iot ..... ,,p "_",~""or,o r-.N0'QI0-........ -. c~.c..,_-..._ , & ..... __ d",~ f ........... ¥ .............. W>,,1'lo ................ ,." ....... oon , . '"' .~ DI~' UH .~ .~ ,-nl, ."" h' --" ... :, n" ~< .. :' <:;1» .j.I «,. ... "-. •"•~ _'<I>IC-OI -~" " .. < ...... ..".,,-"_ .... ",, ....... .. ~!, ''''_0>11(1<1) ... , ", ''". ..'n...•••, "",, ........ .." .... .. Fpne ........... " ........ "IJ .-_-t!!;!;rtf .. """ ............ n ................. !J.MN -.,... .. • m"" II. UI ~..., O~I'I\>· .. Dtoooo.I .o»~ ... l1li_....... IhCI ~"C.-.C '-nC.". -.----·------------ -----F .. g ...... wgtl!!!Fq!!<~ """" ~-...,.lpre ..... N"m .. SIlil!II' .... 1lJ J~""" ,~---!:iD¥rn'·:rIs!!....,I·".'r"t5 .... I".il) J~''IIJ ft· .................... m ..,.,.",.., '9U"..... ,,11, I~·'" !..a\i""""' ....... !Iopt!. f"' .... W ..... ·01 !.Jo.!.>'..K, ... , ..... ' ...... tus' .. ,!t~U!,!I .... fll ""''"' ' ........... , ....... o('M'O, !!ro .. , ......... r.n ~_I ...... ---...... --.. _ .......... '0"1., ,,II1II ... ~ .......... O>I._ ... _ ... _ ... ..... _Ior ...... ........ "" ........... ..... , .... -" .. -,. -110 .... >1:. -~,-~, """ fOIl ... E, ,I» _" ,/1.1 _II 01>5 he. II on ~. ,. So,,, 0;r"""'10~ O~ Sec." on s.on o~ Go. fI Cl""OIIp;o" ... L. ,,,.1 • .-~-'" Eo 11~" .. " ..... ---------------h"'·" .-~-h~' I. .. - ""e'o. . .....~ : HoloJ'l "ll"lD' .f ......_ ,--......... ·' ........... rq··~ .= -""'-, IV ............ .-SllctlolllRfarmllllon r...._ ........ .. ,'.",' _.m -~, ,,-~,· .......... --~I ........ ' .. " ..... 1 .. "'-.3 _, a"-··"·"'· ..".."...'..~..._ ._11f) _~ .... I(I' "n·'~I,. __ " .. tI~1 .. ..,.,d~~._IP __ .ln ~""~"""'''''--II] ~ •• .... ,..~ P>ol ............ """ ......... _ .. _"..."". .... 1' .... , T ........ ~ ........ --.....oI"" ....... IIouI.~" " ... , ,.·""' ....... _ "'''' ......... ~ ... l~ '''".y''" __ .oIl'It_-.... .. ..,, .. ~ ... 1 "~,-,,., .,. .'.'.' . ...., ......-.,.J\o-oII.I._.,.Q.-_. ..I ''. .. ~ ~"<"'''''''''_'-'''''')!rI ""'1 .. ...............' .'. '""' .'. ,_ ~ , " ... ~ .... M:J .... , .... ~ ~·~~.n .. s. nol.,090d , .. ,~ ,".", '.."...'. ,. ,,»".." ". ,., ,''.'',I ,'1"".':, 1 " ... :1"t" " .Co ".'U-O .""' ~~,. .~ ." ".,'p" ,J~' .,"" In> '!' ""-::------------'"' ·~.' ...... ,f.. pl.-.. ...:' I;W ............. ',., I'· .. ~ .. l ' .. " • ", .... ' .......... ,(. """oo!r .' ........ .;;, , ............. " .. ""'{OI /<00>"': ·C·· .. \ .. , .. ~.----"",...... '--, .. ~ .. ",,," all. flU ~ '~l .~ .~ • = .~ .~ .~ HSS .. , OiU ,-" ... · ....... ~I "'-~ T_ ....... , """, ... ,~", , .• ",,,,,l~ 1 ....... 0>U(IIII •• om .m .............. ......-'-'".-.. ....... _" •• M/,,,-.... -~ ............. ",., ................... "'" "! .. ..., . .... , ..-". ....-~" ~ ...... ..... u-""'u ....... _ ",,",. """'" , .. -.... .-. r •• ,~ ... , .... !r"'l;no.eF!P<ofl) ~ ...... " .......... " .. "11 " .............. Cd£< ,., '. ''"" ~ ... ~" .. [.0:·' ~l~ .~e 11'1 ........ 110_ .. " ,,",---.-.On-,--"""' .. "IM .. N ......... "V • ........ P2'''£2' f ........ "' ..... ..,... .!r;.411 -~" ~ UIJI\O"III Ot!n_ .ololtc .. "1 10 __ -'J!~,Ii.~ ~;o!"$.L,~JtItEIltillt tt!~"jIH""""'''5fi1''''IT'I'PII\Iod'IJ A.,. ~:,. r:.:.-_, r • .rII(r;r"III 0.,.,_ .oMptIo"fII ~"''!!\.\!<j,~ [Jst!",~" .......... nJ -~" ...... ".. "lI1p..oj "'_ .o.II~ .... mI>u ... ",,'''0II0~ i!I'l"!!!~ ...""_ .......... ~.! IU::l(><,r '.4'1><>1 "'""",., ......... _""---"'" ............. """" ""'""""' ... , ... -.... " ......... ..-...... "'" -,~, --~" ,~ 1,."9.,1 ,--~ .. -,1".0.'1 .1•1 R."",,,,. C>ltt ~, ... ~ ~" •• lit ......... ===== c" ......... n ...... _.., .. _ttoo-.""' .. MJI .-... ~---.. ~.'" II) .. -,--.111 ~!' o~ .". .t.· ~_ . ~, ........ 11J\l "~l' 1Iz(! ~.u ,," " N .. IIIIQ .. '-~-,~: ~I!-f' ~-'-' -" ,,,r. (;»,,~I:.o ... ._, -... -" 0... ",ou • ···It -----10111·1. SacUol) InlomtolfllR f"-ftI\bo •• : .1.1 01-1011"" 1;::1';,-",:,:''-,'.,/,' '--'_:1~ ,--. of '113,,,,, IJ.f!!IO ,"" OJa 1«1 1\ ~'JS ''''' • om "', .. 1111 i0oi ~I"-Go ...... ., .......... 1'1' -"~ ~-. '-..-.. "-" ~ .. ""-"_""'''-, PI •~ _'"__'_'. .'...-...'...l...'. ' _''_ _. ,11) -~""'.'.r..1..'._,"~'_ ... ."...., , '.' S _____ ,1I __ a'l>ocI_P<1 ~"'-""".---""''''''''''I ,,,,,,~,,,,,,,-,.,,,,,,--,,,,,,,, ,,, .T.. ..... .....r U_""_:"O. U..'. ..... ......... C. ... ....I 'S><ij ._r=-.... I_ .... _..-....~ .... ..-.~ .... I r.lW) plnE: ....... _..-~ .. , III .·1"I.1,"'-."..,..,.,. ,~,1,-P,",,",", ' ..... ,t:"] "t .".. .."..', . ......... (..0.".1 , !:, noq ......... . , ...... 11'0)fI.HI:oIyr.-",f' e ..... -. ... _'IQI '-"""" .. _"""01 ...... ", ...... , Il10_ .. _ '_ .......... '''''''' rUKI /CIllO ""'onbe .. ~ IIClI.rnIIOD ~I-""PO -_.0 .... " """-. ..... n:co " ..., . ., 'n._;='O;> 'D., .~ ",., 'N. .» ~.'l>I' .~ ,~, ,.., ... "" "'" ,~ .-,.." ,,~ D;ro ,1.1> .'1 .,2,_~ .~ ,.. . Ol'1ll 'l(()D "'21 '0' UW II,Q ''''' ,., U,p ",.,. H;~ .~ .= 2':' •• .~ -,-.'~'-.J~.-'.,.!, •••• ." ..... --,,»1 .. " .. " ... .. """'''I -----7_-.=".;,;;.,;; .. ,. ,-1.I.r-r_'1I ......... " ... _ .. ",-" "-~( ....... _,OU' ."~., .•• ,~",,, ". '"""'r'"'~_ ...... ~'''',''' ,. ........ "" ..... .... ''' ... -",'_""""-",, .. E_ ....... '., ....... ·.,. ...... 0.1,~ ...... ,-,pt ......... 1 ...... ' ... .. . ·~I ",'It ~~.~ .... '(I ~ ~l.~, .. ".: !' .......... """ .. ".""""..!!!tl:i ,-e."'1 ')'1'<.' tr.Du:r-d ,!;I...., ·" ______ c"_ _____" , ~ ''"" It'"" ..• hI, -------------~-.-------------.. --. .~, ....... "" ... ft ..... ------------~----'-----.'... ..... ~' WlZU'~ '''''''''''''''~H''~ "~~' ·flr r ........... , .......... ,"'.", .",!~,.,~1.1 ,., '" UDlnIIon, HDi"",II..! n_m ...... i"I ..... eh '0' 2'$19""""'''' feo ..... ..",u"7!:'l ... .JtJl ' ..... d .. ,.. ... "..,,, ... ~I) -Co:I_ HI ...... ·., DoIIwotI -<>A!In,'1II .,_ .. ,0li.0 ............", --~" -."...~. -~ .. .~ !Io~', P"'1I01.IO'o. W •• 11.01 ...... ::tn _.. •• ~n: f< ~ .. 1131010_ .... .,-. -. ~~h ______________-CC-C-_____ ___-C~C"C _ ____ c:..o.... ".:,."'. 0......... fI(\II'.r '-!I .~, ~"." _ ........ "' ..... " .. "' ....... _ ...... , ........ "..-...... "" --------.. --10_ ...... _ eoc.r.r. ...... ....... "' ....... ~.""' .......... _ c:.o........, .... ""' .......................... , •• " .. I~,lnh',", CoIdolo'.,..., De.Jun~UOi AlSllODl S~p_2OI).ILAfl) I'lIOP!RtIEI 14/t'ol"",", 0" 1WJ 1"'1 ~ . .".. .<OJ ".,. ",0" o.~ ''''' ,,_\'<O~,-=, .~;. ~ ..... -.,. ~ .. DJ~.OIUIIO' -,-.. , lin ~.-p" .... -_IOU.., ~. 01 .. 01(>. -,-~.-I~"I •• -"""" "" ....... Sect)onlnlortllatJon 15 M~: lIat~Dlr.d &--4m-1ltl-'i: -CDlIU"mood ao'ou ... "' ... _ "01 _,,_"_~""'/t1 ".-;_"' ___ ~.""IJI _ .. ...-_ ........ __ ........ II' s..:._,,"-II_1Coot 1M ___ t>OI~''''If_,,-..-.I .... , ''''''', ,. . """"' ....... -.....,<01"', ... ....,... .... ,,5""", ____ .. r.o ....... '~_}"'lOIl ,..., ........ .,...-,..1 -_'AMlGIII.-.... "-_ .. ,"" , ..... -"'!F>oI &=:oI71.b:.&.I.II', ..... _."" .... ,<1) U_ ......... h...<, .I.3uf_I_" .'.1.. .. ..... u.:. __ ...... """' .. M.LY' L_....,. _.. .b"'_Nr-oI"""""_~ ,&.o . ....~ ... ........... ., -11 ....... ...... ... ~ ....... ."t_ ...... , ............. u....-......... .,_ .. ,./:"" .t.... ........ ....,...-.. _.Jo .... n ...._... ' ... --., ....... " .... y ............ tel lo1ombors, lIot ...... '.d Idetl'lblo •• : cDld·r& ..... d ....................... 'fflO.!m """""",PI,,",,,,. ' .......... "." ............ ,/........ !!le! ... '*"" .. !1.~1 .~ '::<1',""1 "'J""" ,,, .. ,,. "~',<-. e........ " •• ~, ~ ..... ,.' ............ _-1M'''F'' .. ·Irt"''tl.lYel §hrpe!!l!. ........~. -c.o..., , ...... . 0....0 ... " .. .. -... ,,""..',", ,.. ",." . ,'".," -.ro..-..... .. n ~, .. ~, 1'Iio>,".,:q -"~ .... ... n,,,u,, .,·. ~ ...., ~ ..... ".... ... "~ "'~ .-~ .. ,~ "'" .-~" -,~, -NO. "" u.,Iot .. to "'_ .. ,. ~. Ull , •. .m II .. '"''.~ ..t.Iw".'" , ,, ",,'• .''J., "N ,-.OWW _w '"~U ...... ..r. ........ .... , . •••• '. .,,;. .W,. '" ~ -.------~ .. --. '~"'r} ~:d':O'''' -. .~ n; r..<.Q, C-t"~" 10 000', . -........ , . 1." ISHU, ISo=.C:UI ",.01.15'" ,ft. 110._01 "8 f_cn, JSICR., PI 010"'" ,-Iiol ....... ,~ /!<' eJn ,I,. eo, r.lI"' ....... 'HoI_Ir.d ,...",-t..IS:~d4_ c:....... ."31" .... -'" .• ~"'a1 _ .... u"'" "---"---------------~ '''''''1S!e! .pm -.w Uolt _ flo' ...... .., ~.".'.. .... " . ·'''" __ h .. __ '''''' ............. .>noqoool ... . ... ,. ............. Im1H ............... ,. .. ". tr U ............ !:IM,",. " ~lomhDn: lIor·'oll .. , Mtmbc> •• ~ Cohl.fotmt4 ~ illlWOlI'AAlIO t~g ... b/jr O.~ICl .. "·r"" PROl'Elmfll ,,' :,:, . '''. 1>.,. I" :,.,. 1.01 ...... , •• " . .,." In' I ..... ..,.'· k _____ .. O'= ....... too ...... '''II' •_ _ld_I_Jrn<t ooo .t..o... . ...".,.I<..O .( .. " ."_'*v"'.. ,.....-"" .... . ~.. .. .."., " . _~_t""IOo' cw ... _ .... I' .... " ...... "" ... "' ... ,.~ ".,., 1 .. __ "':.0 ... , ........ ,..,. •••• _.,~I'h.1>I _cLufc .. <=or=> ..... .,. ... ..,. ,,··.' ....... 1' .... .1\ I'd,.'_dl~ __ ,10' --,""Ihh""" , .. oJ"hor.'>!".' " ....... -r"""oAoolt' ,,,, .. ~ .... ""'tO' DE5IQU CM£IIA ~ ...... . ..-.. . ..... 011"11001). UJl-1 SlIcUonJnfufUlnt!OH -'''"-,--"" ,.., OW ..,11 .. "" .~ UII ,........ , ,...., ,., ,,~, .. .. , .o.'~ "" .. , 0U'.S, uro:: ~!" .. >on '" ... "'~, OW pa.. ... :1 .~ .[I.<;.>.~J.,' I ;)t;;Q(g ,un&! 11.0 N~1tOh 1101''Qllod r.lem.bo~,Cold.f_d -~-"~"""' .".".."."..'..i ,P.O.._. t..M.. .. -._""_"'b~l.>.l" ·IOf07I> ...... >l;.o ....... ·._t..cUOI Lo,.,."~ _ -a._.. ...... .............. --, ...... , ........ w.o ... ~ ... , ................. ... V__ \JIll, ,. ,'".,' ~, ,--~. .. _.. .m m .. o. ... ,. ,. ~ ~ '. --------~,. _. ".~·-,~-.-_-.C.C..C C.C.C,C,----------CCC-. tl~loI -=. 0.-.'" "'h ....... ,...., ,,~.,. Dr'c"<,, .......... __ ... ~"""'" " ... ._... -.' .... . 'c-::.:·:-:=--------------:~:'·::_ -<!.f..~===-________ ""'_~~ 0----.. " ttlpg,.·,. '"/QI.''' .-.:'~::.:.:::=---------',,-...., .~'. .. ,=..= ..=. ' "'=-,--------'.-.~ ""'~,"".$ lIa!.fallOd '.100_,., ClSld.,_d "" ................... •• q; '-"''''' .,,, .... , .o"",~ 111'''''''"''''''1,,50, ......... , ... -•• ~"'" .,U"..." '" .... .., .oJII~1 .. , """-,.,-~ .. ,~ .... ~ ... ,<,,« C<1h ,., ,~, ..-Cnh ... -... '-~-.'---,_::_:--------.,c_c_ ':,::.~~-.,-'"-":?"=.=",.--------. ,., ,~, "" """" e>,"' .... .. ,--........ ,,-----------;,~ . _---------------3,0.>'''' ., '" ... ':10 ... , ..... ---m." .". '" --. :;"n:, . ... · ... 'h .-. ,'I'<(:I:t ------.,-.. :" ~"' ~.to -~'-----,J«I':I ,,----'-;:... ~:""" -----~.-'f-I"'" .<,~<: .. >I, "'f.,."" ... ' ........ '~.mbon' 110'.' ...... <1 tI."'b~~' C ... d-f ...... d "'''''''':1101' ·, ... ______ ..... _ .. E"'""'e .......................... " .. ' -,m ..."..."" .............. -,. ;-0. ............... -..... ","." £1\ .............. ..., • ....,..... ,..... "" --. ;;',.!lI1JO\, ~~: ~.~ $scUoo JrdonnoUoll ...... ,,"" .. 11<>,.,0""" '''''',bao~· CoI,,",4IfDOd DC ... ~oIoR' f ;' .. ~ Po .......... ~·r·1 ,~ ,~, 0'" ,.., ,01. "'" ,.". .. ~~~~C---------------------~ .. ,~.. ... .... ,... .... ....,. ..._ . .....1..".;.1 " ,., ',-_'1a S ...... l_" .. '"" ....... ..uIjo _ 11-') 1", ... "' .. 0" __ ..... '11'1 ''''' ,.~ ..... '<00, ... _ ...... loll '""" b""" .... _._ tCo1 r~ .... --..· ............. _ .......... "'"""" .... )' .. ·"'1 r~r '''·,.''"' ........ _.,200 .. .-''''''''''.01''''1~·.... I~ ~""'""' .... '",0<1 ... __ ., ........... CII_""I" .. Q f<'131 ..... ", ...... -''''' fo"~ ~n~~ ________________________ c..: '= c ............... ""''''' I .... "·'r .......... ' I"'~"" ~""'"·f .. .., ...... t!l ..... ·;1 "· ........· ·' .... -_'C"_ __________ 'C~'_'~' f~r=> .. ~·f"' ..... "" t<I ....... ,.~'"""''"' .. _ .......... _" _ lLI.ltJ l'_"~'""'''''''''''of.'''' ... ''_~ ......... "'''l ...... ~-. ~ ... ..., .. ...,>, .... "..,.F .. ....... , ... " ............ ,,,,.. .. , "" ., CL·· ........ " ... ' ..... .,.,~ ..... :~'_ ________ _ ..... -.. ,. ,. u""_'''' ,.: ": .'." ~ --,~, Uti .~, -110.5 .'" ,~ -,--"------,~ ...• , -------IT lJo,"bc", H ... ...a.1II u.",bo/!I, CcIIo$olDlmolll 11_~_" """" ~" "IHL~J 1II~' --.. • .C.-C.C.C ·.= =.=.= ~~.C .C.=. =..=.o -_____ ~, _____ -.'=. -_~=.=.='.=.=~=_ ________ P .......... ·M!I" .... t/;U "..,..., .... ",.olOm ow.. ~I-) ~ '''(1<0'''1 ~ 'O/IJ~'''' ,.-......... " OII1011F01111IfM ...... ·PJfIej .. m· .. " ... ' yz ,,---............ ,.!!: ..... ,,"" """ .. boors: It ... ·rcollod /'Ie~'" C!>Id.f""",d ""'" --_-~~ , ....... ' ................ m ..... rr.l •• ~ ._--..-•• c,' .,.""" ..0 "l" .. ' .. , ~ ......... ................... "" .... ,.. •• rIH .... ,""" ,. ~.. ............ !'. .... nIID ....J .. -N" ~ ...... '0-NO, ~ ....... -. ~O. ." ,. "" ............ ~" -= . Dnlllail_ ,--... '" ~·=l -=, /lIiJot'OOpg", ,~. ~ .., ''''',1;)1 ,~ . ""''''''''' • n of~_Cf.' • ~.~~ .. o • ... flI'I~~" III 01'''5(n" , . Nimbi .. : Ho,_HN ,lam!»-,.: C.ld.fotnltcl .. ,.,....... ............ u ... .". 1.11 , ' ...... -.. ,, . "H 16 BEHRENT ENGINEERING COMPANY • CALCULATION SHEET '~ustomer fuAG Job No, _--'->.\\;X""').u\ __ _ 'Project 6')(\1)1 CbY1m1rctrxc{oJ')n-\bmrY\l)jfICO Date lall/l\ Subject 'mi;:,(' Page __ -'-)0.--'-____ _ By kb Checked By p~ \Il \e,tt\ ~o.\\ PQ.:Qt\ \)Q.::'\21Yl: alo 50 ~~\< mo.)( ~?CH\: W'O" Y'YIG.l( load = all. ?::.-t (\N\'(\o) d ~\lon c(Jl'lornon mo.\( Ck\\OIJJ· lP5~d } dcl ?~+ ~p~ao RI.)\J\' \b.'«:\ Q~S\~P ~ d\o ~ ?~I:< l'Y\o..x ~~o.n· \" q" \'YIOJ( IOCkd: =!09sf (~n\)LO) & ~ \lOon C Drld mon \')'\0.)( 0..\\0(.1) -= \ \lo~~t .., :t5~sf k. ?~JO 'floor ?\ct\t be.;,\<}V\ ~ '14" ~tH\ m oX ~?().,I(\ u & '. \ D" mo.\( \DOd : ~5 ?~i (\we) \1'10..)( QI.\OW :;. c\lp5i .., ~?~t ~?~a\ 26 GAUGE "PBR" PANEL INFORMATION "PBR" PANEL I: 12" t f 36" 11"1 3/1~ I rf " 314" 4" I 4"W 13%4"1 11%'1 • • I , SECTION PROPERTIES PANEL F, WEIGHT TOP FLAT IN COMPRESSION BOTTOM FLAT IN COMPRESSION GAUGE (KSI) (PSF) I, S, M. I, S, M, Iin.'/n.) (In.'Rt) (in. Kip) (in"'fl.) (In.'II1.) (In. Kip) 26 60.0 0.94 0.0423 0.0388 1.3928 0.0390 0.0437 1.5698 NOTES 1. All cafculaUons (or the properties of panefs al'9 calculated in accordance with the 1986 edition of Specifications (or the Qes!gn of light Gauge Cpld Formed Steel SINCluraJ Membe[§ -oubllshed by Ihe American Iron and Steel InsUtufue (A.I.S.I.) • 2. I. Is (or deRecUon determ[naUon. 3. S. is (or bending. . 4. M.ls allowable bending moment. 5. AI(values are (or ona foot of panel width. ALLOWABLE UNIFORM LIVE LOADS IN POUNDS PER SQUARE FOOT SPAN LOAD 26 GAUGE (Fy -aD KSI) TYPE TYPE SPAN IN FEET 3.0 4.0 5.0 SIMPLE NEGATIVE WIND LOAD 155.0 87.2 55.a LIVE LOAD/DEFLECTION 102.7 43.3 22.2 2-8PAN NEGATNE WIND LOAD 137.6 77.4 49.5 LIVE LOAD/DEFLECTION 11li..3 . .!i§4 41.9 3·SPAN NEGATIVE WIND LOAD 172.0 96.7 61.9 LIVE LOAD/DEFLECTION 145.4 75.4 38.6 4.sPAN NEGATIVE WIND LOAD 160.6 90.3 57.8 OR MORE LIVE LOAD/DEFLECTION 135.7 76.3 41.0 NOTES 1. Allowable loads are based on unIform span lengths and Fyof 80 KSI for 26 gauge. 2, Llfs allowable live load. 3. Wl is alfowable wind toad and has been Increased by 33.333%. 6.0 38.8 12.8 34.4 28.5 43.0 22.3 40.1 23.7 7.0 28.5 8.1 25.3 18.0 31.6 14.1 29.5 14.9 a.o 21.8 5.4 19.3 12.0 24.2 9.4 22.6 10.0 4, DefiecUon loads are limited by a maximum deflection ratio orU2-40 of span Qr maximum bendIng slress 10 Nve load. 5. Weight of the panels has not been deducted (rom allo~able 1Q.~ds. 6. Load table values do not address web crippling requirements or connecl[on of panel to subs Irate. 7. Minhnum bearing length of 1,5" required. 1'/: PAGE 26GA4 SUBJECT TO CHANGE WrrHOUT NOTICE EFFECnVE DATE AUGUST 2, 2004 .. ' '" FLOOR PLATE. BENDING CAPACITY Pounds per Sq. Ft .1114 .149 .203 .265 .335 .414 .698.7 .8fO AMERI , '~BENTLEY Current Dale: 411(11200710:02 AM Unlls system: English Ale name: C:\Program Ares\RAM\RAM Advanse\Oata\Cemex\Final ModeJs\C-10 To C-11 TransferTower.sdv Seclion Information Section name: alslBox 4X2x14ga Dimensions: 2... T t = = Properties: Area 133 122 123 Ang3'toa 133' 122' I max ImTn DIal 10 cg 3; DIsL 10 cg 2: JTor Xse' Ysc' Cw r1) J33' J22' 833 822 533' 822' Z 33 Z22 Z33' Z22' Fac3 Foo2 Max 3 Min 3 Max 2 , Min 2 Max 3' Min 3' Max 2' Min 2' [lnJ [JnJ 0.090 Pn] 0.07P [lnJ 8.040E-Ol 5.BQ3E-Ol 1.6B6E+OO 3.4696-18 0.000 5.803/;·01 1.6B6E+oO 1,686E+oO 5.B03E-Ol 0.000 0.000 1.374E+OO 0.000 0.000 1.145E-Ol 1.679 0.000 0.000 5.B03E-Ol 6.432E-Ol 5.B03E-ol 8.432E-Ol 6.450E.lJl I.D09E+00 6.450E·01 I.D09E.oo. 1.200 1.200 2.000 ·2.000 1.000 ·1.000 2.000. ·2.000 1.000 ·1.000 Wldlh llep/h I~' ~t·){ 'z. X +'I i) I'H~ 1_ bend radius Thickness !In21 pn4J Pfl4) [ln4) 11 Iln4) Pn41 pn4) [ln~1 Pn] pn] On41 PnJ lin] [ln8) [In] pnl [In] Iln3) pn3] pna) lIn3] Iln3J flnJ] [ln3] [lnJ) lin) lin) lin) Pn] [Inl lin) lin] lin) Gross area Dr the sac/ion. Mom",,! oflnerti. ilboutlocal axis 3. Moment of In.~la aboullocal axis 2. Pnoduct.ofJna~. Angle 10 /he ptlnctpal axis. Moment of Inertle about ptlnclpal axis J. Moment oilllenia aboulprlnclpal ",Is 2. Maxlmummoment of InerDa. MInimum moment of inertia. Dlslanca from the gaomefrfc cenler 10 the graVity cenfer of lhe secUon In Ihe axis 3 dlrecUon. Dfs18nca from (he geomeb1c cenler (0 !he graVlIy center of the section In Ihe axis 2 dlrecllon. Salnt·VenBilt 1000Ian constanl. Dlslsnce ffom "the c.g.lo the shear eenler with rereren~ 10 "lIle ptfncipal axis 3. Distance from the e.g. 10 Ihe shear eenler wtth re(erenca 10 Ihe principal axfs 2. Warping oomijanl. Polar radius of gyranon. Pmp'srIy. to conslP'er tonlionaJ -f1exumlgucklrng about princIpal aJds 3. Property I'; """s/cferforslonal-"iral bUcldlng about pdilclpar axis 2. Seclfon modulue abouliocaJ """ 3{ y) SecHon modUlus eboullocal axis 2. :<1 Sol:((on moduro~ abQUl prlJ1c1pa1 "Is .3. 5eclfon modulus aboul principal axls 2. Plastlc seellon modulus about local axis 3. PlasQQ: secllon modulus about rocafaxls 2. PlasU~ section modulus aboul piincfpal axis 3. ?leslle secUon modwus about principal axis 2. Shear (aclor In axis 3 diretHon. Shear ra.clor.ln e)IJs 2 dlredlon. Coordlnala of the rarthest poslllve extremity of the aecUen In relalion 10 focal axis 3. Coordinate of the farthest negaUve extremity of Ihe sacUon In relalfon fa local axis 3. Coordfn"ale of the (~rthesl ppsUfve exlremlty or !he sedran In relaUolllo local axis 2. Coordinale of the farthest ne9a~ve exlremlty of the secllon In relaUon 10 local axts 2. Coord/nale of U1B (ar1hesl p.osllive exlremJly of Ihe sedion In relaUon to prlnclpal axis 3. CoQ~rni:}lE! or lhe (ar1hesl negaUve exlremllyo{ Ih~ sEtcUon in re/allon 10 principal a~ 3. Coordinale of ttl; farthest poslUve extremity of Ihe secilon In relallon 10 principal axis 2. Coordinale of the farthest negaUve exlremlly of the section In relaflon 10 principal axis 2" Page~ Current Date: 1217120119:50AM Units system: English File name: P:\2011~BECO\11331 -HeAd Bx10 Davis and Davis Chromatograph\CalculaUons\Sx10 Chromatograph -Ho/sied.etz\ Report: Summary ~ Group by description Load condilions to be Included In design: Dl"Dl+LL Description Column Dummy Post Eave FB 1 flU flU FB4 llu!lM ~ Lifting Lug Ridge Roof Brace Wall Brace Section ajslBox 2x4x14ga a/siSox 2x4x14ga RectBar O.75x5 Ml2X11.B a/sieoK 2x4x14ga Member 19 67 40 10 5 4 2 39 71 74 44 55 35 * \ml\)~ aop5t YY\\~C.\ \\\If t\OD'f to b~ conSCJNo.1wt Steel Code CheCl! -.. _-_. Clrl Eq. Ratio Status Rererence -~~.-.. -.. --01 aI100.00% 0.32 OK C5.2.2·3 Dl all00.00% 0.02 OK C3.3.2·1 D1 at 100.00% 0.12 OK C5.2.2·3 Dl all00.00% 0.34 OK Eq. Hl·1b 01 aI50.00% 0.20 With warnings Eq. Hl·1b D1 at 50.00% 0.15 OK Eq. Hl·,b Dl aI50.00% 0.20 With wamlngs Eq. H'·lb 01 at 0.00% 0.06 Ol( C5.2.2·2 01 at 85.42% 0.12 OK C5.2.2·3 01 aIO.OO% 0.12 OK Eq. Hl·,b 01 atSO.OO% 0.'2 With wamlngs Eq. H'·," Dl aIO.oo% 0.03 OK C5.2.2·2 01 aIO.OO% 0.21 OK C5.2.2·3 OYI Se.~ nts\~ Un \)~ \(j., obom \ \Nr\'n W(),rr\ln~~1 ~i\cr\v') Pagel · ~ BerrfLC.-';J BehrentEngineering CUlTent Date: 121712011 9:50 AM Un1ts system: English File name: P;\2011-BECO\11331 -HaAd 8)(10 Davis and Davis Chromalograph\Calculatlons\Bx10 Chromatograph· Hoisted.etz\ AnaIIlS'S resoll Envelope for nodal reactions '(Y\OJ( Loo.d dI bf\\VI% L\J~b 'i \ flC\ ~h ClIO ~ t \"n 15C. f\oO'" 'oo-d Note.-Ie Is the controlling road condition Direction of positive forces and moments Envelope of nodal reacllons for 81=DL+LL Node Fx Ie IKip) 77 Max 0.222 $1 Min 0.222 51 78 Max 0.234 81 Min 0.234 51 ---------_.---_ .. __ .. _,. 79 Max ·0.237 51 Min -0.237 51 Forces Fy Ie IKlp) 1.815 81 1.815 51 1.871 81 1.871 81 1.862 51 1.882 51 ------.------.--------. 80 Max -0.219 51 Min -0.219 51 1.819 51 1.819 81 MQmenls Fz Ie Mx Ie My Ie Mz Ie IKip) IKlp'fI) IKip'fll IKip'fI) ._.----_._------0.021 81 0.00000 81 0.00000 81 0.00000 51 0.021 81 0.00000 81 0.00000 51 0.00000 51 -0.032 81 0.00000 81 0.00000 51 0.00000 51 .().032 81 0.00000 81 0.00000 81 0.00000 51 _._---------------------------._--·0.009 $1 0.00000 51 0.00000 51 0.00000 51 .().009 51 0.00000 51 0.00000 51 0.00000 51 ----.---------------.-- ----.-.----0.020 51 0.020 $1 0.00000 51 0.00000 51 0.00000 $1 0.00000 81 0.00000 $1 0.00000 51 --------_ .. _._-_ .... _-------_ ............ _._--?\'Y\O-X; \. ~~ (\,5) -= d. COl( ~ hY\~ ct fMttJV oi s(\{e~ Pagel BEHRENT ENGINEERlNG COMPANY • CALCULATION SHEET Customer _t\l~)A~d",--:-____ --::--_-c--:-:-Project 'b'x.IO' CNm\1o.1D~((AOI'\ -?o.m(y\\n~\(O SUbJect_--\..Jtto"'-\!.lo.l~j-L--________ _ By __ --l:l<".,bL.... ________ _ I ] Cruel( S'Mr ~ A = O,:j5 (EN" /0) = I,laOIl".). R' 0,'-\ f~ = \4,LH~i eo.9Qert~ ~ fHv' 1(", a K \\0,("1<. .., ~,~\<.. :. &Vro\'" O~ ChIC\( '9t\'ld\VlQ: 5< 0,15" (5')dJto--5,\a5'1'1~ m: ~,~"-(lo .. )· I~,!?l k-il1 \b' 0.1010 Ii < a~, 1)1<5i -Ib' \YII~: 5,~1~ ksi fb /Fb' O,d2l '\ u'. IJendl'fl8lJ4:. J .3 II J r J Job No. _-->.1 \...,,&2l~\ ___ _ Date ___I, -,,:d:LJf1c wllCl...\ ____ Page __ ...:.C1?5<----,--___ _ Checked By _?.L!~........,\a.uI. B....L lIlJ....\ _ (''Nt¥. w(>\\\ ~ eo.~o\,,\: to (MIl8)(5) = dT,51(~a,~~ 0 0" weld 01<:,. COMcheck Software Version 3.B.0 Envelope Compliance Certificate 20091ECC Section 1: Project Information Project Type: New Conatructlon Project lide : 8')( 10' Chromatograph Building Construction Sije: Parachute, CO Owner/Agent: Williams Bargath LLC Parachute, CO Section 2: General Information BUlI<Jing Location (for waather dete): Climate Zone: Parachute, Colorado 5b AcUy!!v TyoeIa' Inst. Building (Warehouse) EloorA", 80 Section 3: Requirements Checklist :Envelope PAsses DesIgn 40)/0 better tllan code Climate-Specific Requirements: Componont NomoiDescrlptlon Grou Al6eor Perimeter Roof 1: Other Metal Building Roof (b) 80 Exterior Wall 1: Metal Building Wall 288 Door 1: Insulated Metal, SWinging 21 Floor 1: Other Floor (b) 60 Designer/Contractor. HOAD, Inc. 4057 Camelot Clrde Longmon~ CO 80504 (720)-720-2000 Cavity Cont. Propoead R·Value R .. Value U-Faclor 0.066 21.0 0.0 0.066 0.340 0.066 (a) Budget U-factOl'8 are used for software baseline calculations ONLY, and are not code requirements. (b) 'Othe( components requl'" supporting documentetion for proposed U·faclors. Air Leakage, Component Certification, and Vapor Retander Requirements: Budget U-Factof(') 0.055 0.069 0.700 0.033 Iiilf 1. All joints and penelratlons are caulked, gasketed or covered wtth a moisture vapor-penneable wrapping materiallnstaled In accordance ,.. with the manufactura(slnstsllatlon Inslructions. ~. 2. Windows, doors, and skylights certified as meeting leakage requirements. §l3. Component R·wlu .. & U·faclors labeled as cortitied. ~ 4. No roof Insulation Is installed on a suspended ceiHng with removable ceDing panels. ~ 5. 'Other' components have supporting documentation for proposed U-Factors. 6. Insulation InstalJed according to manufacturer's Instructions, In substantial contact with Ute surface befng Insulated, and in 8 manner that achieves the rated R-value without compressing the inSUlation, "'ltD 7. Stair, elevator shaft vents, and other outdoor air Intake and exhaust openings in the building envelope are equipped with rrtolorized "1' dampers. "'/~ 0 8. Cargo doors and loading dock doors are weather .... Ied. ~I ~ 9. Recessed lighting fixtures Insfallad In the building envelope are Type IC rated as meeting ASTM E2S3, .ra sesled with gasket or caulk. o 1 O.Building entrance doors have. vesllbule equipped with closing devices. Exceptions: o Bundlng entrances With revolving doors. Project Title: 8')( 10' Chromatograph Building Report date: 01/11/12 Oate filename: C:lDocuments and Settings\mchHttlMy DocumentsICOMchec1<\55-0AD·11098(6x10 CHROM BLDG).cck Page 1 of2 "fi Doors that open direcUy from a space less than 3000 sq. ft. in area . . Section 4: Compliance Statement Compliance Statel7l8nt The proposed envelope design represented In this document is consistent with the building plans, speciflcations and other calculations submitted with this penntt application. The proposed envelope system has been designed 10 meet the 2009IECC requirements In COMcheckVersion 3.8.0 and to oomply with the ~1rem.L:"""'" Cheddist. <QtP¥ '" ~I!N,..tt -1fpf 1lJf?-~JI. '« ;j#Lr2 Name· Title 51g lure 0 Project Title: 8'x 10' Chromatograph Building Report date: 01/11112 Date filename: C:\Documents and Sottingslrschlltt\My DocumentslCOMchecl<155-DAD·l1098(8xl0 CHROM BLDG).tck Page 2 of 2 Inspection Report COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT I CORRECTION NOTICE Date Received: 21-JUN-12 Permit Number: 722115 Contractor/HomeOwner: ELKHORN CONSTRUCTION, INC. Address: Cottonwood Type of Inspection: Partial Rough In Action: Accepted Comments or Corrections: Gas Chromatograph Building electrically ok to occupy. Inspectors Name: Norman Feck Phone Number: 877-320-9150 Date: 22-JUN-12 COLORADO STATE ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENCIES 1580 Logan 51. Suite 550 Denver, Colorado 80203-1941 Phone: (303) 894-2985 https:llwww.dora.state.co.us/pl slreaIlEp_Web Inspection GU(Process Page Page I of I (,I2V2017 Permit Card POST ON SITE Garfield Counly Permit NO. BLCO-4-12-2430 Building and Planning Department 108 81h Street, Suile 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384·3470 Issue Date: 4/9/2012 AGREEMENT Pel71Jit Type: COmmercial BUilding Wolk Classification: New Expires: 10/06/2012 In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit Is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Commercial Building Owner's Name: Mobil Oil Corp ~~~~----------------------Job Address: SE1/4 NE1/4 Sec3, T7S, R96W PARACHUTE, CO 81635· Parcel #:217333100007 Owner's Phone: 281·654·6246 Total Square Feet: 80 Contractor(sl Phone Primary Contractor Work Descriplion: Williams Field Services Company, LLC (303)629·8417 Yes Inspection Scheduling Code Inspection IVR' Comments Pas"s . Date FIRE DISTRICT INSPECTIONS (PLEAS.!: CALL F.IRE DrSTRICT) Footers 105 Foundation Walls 110 Framing 115 Drywall no Final 125 r?/C 7-/:N~ Mise 135 Insulation 16"0 Grout 175 Mechanical 405 UG Plumbing 605,' Rough Plumbing 610 Gas 620 ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call: 1-888·868-5306 '.}.. ____-------------------------------------~---------t: Cottonwood Com --. ' "'-u.D. ... . .1-lUlil. • .;r t-~. . . " ,A •• • • . ' .. " .. -. • .. I-It -If Ii "' A • /o I " • u" t , .. • • .. J .. I I_ J. h' ~i ~~ II V~ • • r r Y cy. , ...... lI6.l1 I I. j "p. WI ; -.. r , \ , LIt pt •• ... . • • y• v• .. .. -I A 1. I I . , , . ~l ~COTTONWOOD C.S. , I ILiU. -... --" .. , f I ""II .. ,r • , T • .&.... .P..s.1 : -., ... 8' K i • • • Il S .• ' • r .. .. " ..... ... • • • T • j ..J or I .. J. • • \ • • " t: 1 • 1 1tA_ .. .~... r ."" .J r • ... I • 13 Ii r' CONDITIONS OF PERMIT BLCO-4-12-2430 Mobil Oil Corp/Bargath-Williams Chromatograph Building Cottonwood Compressor Station Parachute, Colorado 1) ALL WORK SHALL COMPLY WITH THE 2009 18C, 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 CD.O.H. INSIGNIA IS AFFIXED AT CO/FINAL INSPECTION. I I 7) ROOMS WITH STORAGE BATTERY 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. I 8) LOCKS, LATCHES AND LANDINGS PER 2009 18C, SECTION 1008. 9) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 10) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR COMPLETION APPROVAL ~ L-____ ------~r---------------~ ~w I @) :u <§)rjl/,I , ---see. Gmd,hCH~ (jf #rHllj ~ !3u,ltlo4? fer iredltn/5. .,.. ..... 0: >iiooL __ .... APPROVED SUBJECT TO NOTED EXCEPTIONS" INSPECTIONS GARFIELD COUNTY BUIlJ)~EP~T Dete '/£ By -IILDCOPY JfO INSPECflON WITHOUT tHESE FLANS ON SITE ~ of I • T ,• , MJCIftlIll a.1l'1 I /Y 1/, ,T 21 7 3 I T.6 S., ~.95 W., 6th P.M.' T.SS. -R.~"W . .. ~., ., ..... ~1/4 c:;.o~e"" eCTION 54 , ,I J '\ I • 00 • • • ...,........... • • & _ •. .-........ ....-.-{•I ..._ ......-_,._-._ -_ ._. •~ -~~--.-.~., ---iI ~----. -.-.~'~ 0 ~ . ....,., o.;;c-..-ADDIT10N /~ _ .---0 . • /~ I~'I--~l-~--I~ t-~r-$ ---,-j 1orroJwoJ \ c COMPRESSOR STATION L-________________________________________ ~ O ......... -Q --~---. -~ • ~ -e-------.-.-~ ~' "....... . '" 4 ...J NW 1/4 S.34 T.6 $., R.95 W. PARCEL #217. '7 SURFACE OWNER: MOBIL OIL CORP. -----------------------------ANVIL POINTS ROAD -~~---------------------------------------NOTTOSCAIF , A B C D E G ~~~~~~ ___! .,._ ___________ J._ _____________ ~2 _____________ ~ _____________ ~3 _____________ ~ _________ ----~4~ ------------~--------------~5~ --------------~--------------6~ --------------~--------------7~ --------------~--------------8~ --------------~--------------9~ ~--__________ ~~ ___________ ~1~0 ___________ __, ~ DRAWING NUM3ER: c: CW-Cl-001 ~0 8 a ~ ~ ~ _-=5' 9'09' GEOJETIC ~, _ .L--PLANT W. 1+00'-0" W. 0+50'-0" E./W. 0+00'-0" E. 0+50'-0" o I o o o+ !::!. z -------\..0 ' ~~ ~ <! \ "~~ o \ ~~ , , o I o on o+ z ---------, o , o o + z ------r----------S+9t°4~ § 7~'f:; --2-2g.-=7g'-r SKIOS E. 0+25'-0" , o I ·0 ... en o + ":' 10 U :i "'-" w "0: :'"I: U u> i5 ro '0, N ~ o + ":' 10 U :i 15 0: :'"I: Ii{ i5 , <Xl • o I o + z COMPRESSOR BUilDING o o on z , o I o o + N z ---------------... U z ""'-15 0: :'"I: U u; i5 , <Xl '<"D + z w <.) :''""I: U u> i5 -, .oC.D ~+ u z "'-u w () 0: "I U til o , <Xl OIL TANK D , o I o en + N z -I //, o I o o + "' z w '0": 'Q CP CT2 /' z ,///' 'ell W. 0+33'-10' II //3' CORRUGATED STEEL CONTAINMENT RING "'0": , o I is v+ :i 78.02 -E&ED--+-I , ~ g ~ ~ Q: !;?\ ~ iQ, , ~ & 0) 1\ tJCV ! , o I o on + "" :i BUILDING INFO GC/CO~TROL BUILDING AREA: B'xlO' = BO SQ. FT MEDIAN HEIGHT: 9 FELEVAT,ON: 5,260 FEET OCCUPANCY: F-I CONSTRUCTION: V-B I o '3 Q o o ~ BURIED SUCTlO~ HEADER /« I U u> i5 « I U <!l 15 I D E. 1+00'-0" E. 1+50'-0" I EASE PARCEl DESCRIPTION A PARCeL OF LAND SITUATED IN THE SWI/4 NWI/4 OF SECTION 34, TOWNSHIP 6 SOUTH, RANGE 95 WEST OF THE 6TH PRINCIPAL MERIOIA~, COUNTY OF GA'lFIELD, STATE OF COLOR~.DO , BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENC NG AT THE ,~LJM IWM CAP MONUMENT PLS 14070 FOR THE WEST ONE-QUARTER CORNER OF SAID SECTION 34, WrlE~C E THE U.S. C,l.O. BRASS CAP AT THE NORTHWEST COqNER CF SAID SECTION 34 BEARS ~ORTH 0115'06" EAST, V~TH ALL BEARINGS HERE N RELATIVE THERE-O; THENCE NORTH 8101'29" EAST, A DISTANCE OF 618.31 FEET TO THE POINT OF BEG ~NING; THENCE NORTH 51'08'52" WEST, A DISTANCE OF 205.08 FEET: THE~CE NORTH 32'52'38" WEST, A DISTANCE OF 70.05 FEET; THENCE NOR-H 30'59'35" WEST, A DISTA~CE OF 34.05 FEET; THENCE NORTH 20'27'42" WEST. A DISTANCE OF 138.16 FEET; T~ENCE NORTH 49'50'58" EAST, A DISTANCE OF 70.08 FEET: THENCE NORTH 56'25'4]" EAST, A DISTANCE OF 137.23 FEET; THENCE SCU-H 19'48'57" EAST, A DISTANCE OF 228.70 FEET; THENCE 104.79 FEET ALONG THE ARC OF A 494.1 7 FOOT RAD IUS TANGENT CURVE TO THE lEFT, THROUGH A CENTRAL ANGLE OF 12'08'57", WITH A CHORD BEARIN:; SOJTH 25'53'26" EAST, A DISTANCE OF 104.59 FEET; THENCE SOUTH 33'49'02" EAST. A DISTANCE OF 39.92 FEET: THENCE SOUTH 24'31'26" EAST, A DISTANCE OF 78.02 FEET; THENCE SOUTH 56'47'17" WEST, A DISTANCE OF 98.18 FEET TO THE POINT OF BEGINNING. CONTAINING 7628' SQUARE FEET (1.751 ACRES), t.lORE OR LESS. NOTES: I. COORDINATES PROVIDED ARE BASED ON EXISnNG SITE SURVEY. 2 ~ PAD EL 100'-0" "'-EX'S-'NG T.O.C'~ "cO GENERATOR --",~~---" --• 0 ' PAD "-\ MEFR SK D 6 CONTRDL SHED ~ PIPE e/l E. 0+~1'_0,,'-n on vI \""-, I' -l E 0"'95'~ ~ BURIED SUCTION HE·l.IA-O-E-R--~ I r ~ I ~, tT~---------=~I~====~====~==~/~ "'':"r", .\ I -----_ -----_ ---'-----------------"I BURIED DISCHARGE HEADER GC BLDG. 0 U' ~ 8'-0")(10'-0" "z+.1 TYP. SKID & "0 ' <Xl I BLDG. T.O.C. 'fl"",~ ~ PAD El. 100'-0" N V)~ ./'O""E <r ' -Z-'11= =='=--=--= =-=N-==2=0"""o-=2=7=4' -=-2="W =-=-==1'-";-=S=,=1-=-6=' =-=-=N=3'-0" ~~ 35~" \N 34.0 176'-6 3/B" o:w w> Cl -' «w'>" I w ~ « I I U uu> V>OW C5 ~ I' " U til i5 o z o r= u :::> u> w ::, , ~ , ~~ NW CORNER SECTION 34 EXHIBIT A TOLERANCES CUTS: ±1/B" ...-------------------------------+--t-----------------t---t---t--i ANGLES: ±1/2" ...---------------------------------I--t------------------+---t----t--t WELD ASSY ±1/4' OLD DRAWING NUMBER N/A A SSUED FOR EXHIBIT "A" 03/23/12 EMH BDS ORIGINAL DRAWINGS BY RIVER CITY CONSULTANTS REV. DESCRIPTION DATE BY CK REFERENCE DRAWINGS AND INFORMATION R::VISIOt\S 3 4 5 6 , " -~IS DRAWING IS THE PROPERTY OF WILL AMS AND IS NOT TO BE USED FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY FURNISHED. Edited By: ehermonn Mar 26, 2012 -IO:2Jam F.. 110",: CW·O-OOI.d.! 7 wi//lint's f( "?" , I ;;;/CD i CD/I Lui ,k! ....... 0 ' ¥! ! \j \ f' I WILLIAMS FIELC SERVICES -PICEANCE BASIN-8 /CQMP I . FAC ILITY IN"ORMATION COUNTY: GARFIELD, CO ELEVATION: 5,260 FEET LATITUDE: 39'2B'54.75" N LONGITUDE: 107'59'31.03" W WIUAMS FIELD SERVICES -PICEANCE BAS N COTTONWOOD COMPRESSOR STATION T-;-LE: CIVIL SITE PLA\ DRAWN BY: SCALE: DA-E CREATED: UN T NO: REVISION: SET 1 "=20' -0" 07/0B/11 A SHEET NUMBER: APPROVE) BY: NO REO 0: DRAWING NUMBER· 1 OF I CW-CI-001 9 E F G • • --" . DC _. • ~--------------------------10 ' --------------------------~ 1' -6" TO C.L. /-4Q---~SEE GROUNDING LUG DETAIL 1I0 1 6 "~-.---2'-3i"-..... ~--2' -3i"-.... t---2'-3i"-~ t-0--2' -3i"--~ 8' t: ,1-,. l: 0;: COLORAuO Di \ /~S ON OF HOUS'~~G FEB 17' '12 C6.N\6) PL A is A~ ?ROVE.. .,. SUBJEC T TO AElD INSPECTION 0063 12 1-3" -I r-1 J" __ -+-;4-.-. 9" GROUNDING LUG DETAlL-1/4" THK, WELD HORIZONTAL INSIDE WEB 35 34 33 32 31 30 29 28 26 25 24 22 21 20 19 18 17 16 111 14 13 12 11 10 9 a 7 6 20 RODEIT I26GA 5 4-R21 HARD lACK W 4 UF IIna EYE 3/4 X 5 3 ANGLE IRON FLOOR SUPPORT IIA 2 ~11/4" 1 F~E ~ SA46 .R.2..1 ~" B B B B t..-.r~-DOOR END I I-·t--------1'-----~ -CD TOP VIEW 1'_6" TO C.L. SEE GROUNDING~--~ LUG DETAIL C41 1~4---------G-)-------- ----10' --------~.. I 1'0 ,SUPPORTI 113' 1.fI~ ~r:(":;'l~~ --1~;-., .-;.; ;; .; v; ...;.,, ;" -r~r--:O:-::{ , I~I ~ ~~~~ , ~tl!.E. ~~JI/® ® TYP. "'"1 , ... '-----1 s" S ;NATUREI IATE REVISIONI U\TE DESCRI "I ION OF REVISION REV 0,11/7/11 ISSUE FOR FABRICATION PUlA. RING DETAIL 3/4 THK PLATE \ WPSt 10t-H-Ge WPS. t01-H-H WPSI 101-H-OII WPRs t01 -H-OII NOTES: 1. WIND LOAD: 100 MPH. EXPOSURE'C" 2. SNOW LOAD: 75 PSF 3. FLOOR LIVE LOAD: 85 PSF 4. SEISMIC: Sin CLASS l,sclS=0.206, SD1 =0.047 5. 4" R·21 INSULAnOM IN RODR W/20 GA. COVER ..n FLAME SPREAD: <20 ~~ SMOKE DEVELOPED: 150.300 ()/'AI~ 6. BUILDING CODE: 200611C, 2001 NEC 'Vt.n '!!Q 7. TYPE OF CONSTRUCTION: V-I Ujj. . ~ I. OCCUPANCY CLASSIFICAnON: 5-1 I '1" Co 9. APPROX. WEIGHT: 8,000# f) ~ ~L'-~ ~ O~~ ''6> ./O(i, ""7<)0 BEHRENT ENGINEERING COMPANY 114S5 w. 1·70, N. FroBtage Road W~"at IUd~t, CO 80033·1101 Af~A >~ \S)-t& 'bh-': pltcJ~e # (3W,' ' -. -. t--------------' -4057 CAMELOT CIR LONGMONT, CO 80504 www.hoadinc.com CUSTOMER 1111 DAVIS AND DAVIS WILLIAMS BARGATH 8·x10· CHROMATOGRAPH BUILDING SKID STRUCTURAL 11"X17" !siZE [DWGii5' ~OB NO [REV 55DAD11098S1 55DAD11098 0 ~I UII NO:'o:-TooiOi ~ 11n/1~D rsHEET 81 C M ...,.q. ...•. , .,q, B --' a:J • • • • , .-~nr. ~YII;;''''1:&I _._ 1----3' -4 "--~ <D f--1'-11i"--"-11~"-<D <D 3'-8' <D 1~.~------------8'----------------.~1 FRONT END VIEW s' 1----2· -5" ------t 1-~2' -6 "-0..-1 1-00>--2' -5 "--I 3' _8" (i) 11-.--------8'--------..... . j1 REAR END VIEW Ir-.o.----------9'-4"---------·-11 Ir-o----------9'-4"----------<oo-ll I ~~ ~ ../-~ I~ -..,. (!) I . Lock" 4Ie/;~f, {~"f 5 j7f~ (!) 200 9 .rSe., 5"ec.-t,C}'f /ot18 . • Llftd A'HtI Vf~It/AhVH;Vr ~ z.o09.z8t, ettA/tn' 12..'r~ --"'------.....-~===(i)===H::====<D=l= ==1 1========<D:jl t=:(i)::1 ====:::J:_ s' 8' L2'-1"---I J---2'-4"-~ 1-0----2'-4"--' 1--2'-1,,--1 ~===(i)=1 ===1 <D (i) (i) L 2'-1"---t J--2' -4"~o...j 1-1-2'-4"-..1 1--2'-1"~ 3' -10" CD C=======================================~ I~~ SIDE WAU VIEW (i) BEHRENT ENGINEERING COMP. J 1455 W.I-70, N. Fro.tage Road WhJ~at Wd6t t CO 80033-2101 D~:,"., ;"' . "r :'\: .. ,. . r G.£O .... • ,,,= ' . ." r-.... • ':'1 ~".t SIGNATUR =l JATE REVISION/lATE DESCRIPTION OF REVISIIIN REV 0, 11n/11 ISSUE FOR FABRICATION 4057 CAMELOT CIR LONGMONT, CO 80504 www.hoadinc.com lIilE 35 34 33 32 31 30 29 Z8 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 U-36 B 2 ROOF v ... JRT M12X11.8 SA-36 I 1 .. A .. ~~A.'I SA. TS WAil" ftvv. HSS ... ~.--;;;;;;;-GR B B -WEl 0 1~'::;"""" ___ --1 10TES: 1. WIND LOAD: 100 MPH, EXPOSURE "C" 2. SIIOW LOAD: 75 PSF 3. saSMIC: SITE CLASS I,SdS=0.206, SD1 =0.047 4. INSULAnOIl: R-21 FLAME SPREAD: <20 SMOKE DEVELOPED: 150-300 _ . 101 -H-lIO 5. DOORS TO HAVE 24" X 24· WIRE GlASS AIID 24" X 24-FIXED LOUVER 6. DOORS TO IE EQUIPPED WITH PAlIC HARDWARE AND DOOR CLOSURES 7. EIlIRiOR SHEET IRON: AMERICAN BUILDING COMPONENTS-.,8Ra PAIEL 26GA. FASTENERS: 12-14x1· SELF TAPPING HEX HEAD WITH 5/8" O.D. WASHER @12~ O.C. 8. INTERIOR SHErnIlG: 14U EL£CTRO-GALYAIIIZED, PAINTED WHITE 9. BUILDINI CODE: 2006 IIC, 2008 NEC 10. TYPE OF CO!CSYRUenOR: V-I 11. OCCUPAIICY CLASSIFICAnON: S-1 12. NO FIRE RAnHa-IUILDING MUST BE A MIIIIMUM OF 311' FROM ANY OTtfER STRUClURE DAVIS AND DAVIS WILLIAMS BARGATH 8'x10' CHROMATOGRAPH BUILDING WALL STRUCTURAL DWGNO JOB NO REV 11"X17-55DAD11098S2 55DAD11098 0 SEiiii[NO: CODE ~~~n~1~o SHEE'. S2 • • • • • 8' 4 ' _ • R:" I ~----------------~-3 -------10'---------------' ------~·~1 CD CD CD CD ------~---------------------® CD CD CD CD 2'-3" 2' -4" ~-2' -4" -..-j 1-.--2' -3"---.1 1'-7111 4 CD CD 1 '-91" CD Q) ~ 4 CD CD ROOF LAYOUT DETAIL .. SIGNATURE/DATE lEV :SION/DATE REV 0, 11/7/11 ISSUE FOR FABRICATION STATE OF COLORADO OIVISIC \-. (. l-.!()USING FEB 1 7 2012 APPROVED II i1.E 35 34 33 32 31 3D 29 28 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 B 7 6 5 4 3 .. ww.~ 14 GAGEFLAT SA-36 B 2 M12X11.8 $ ... 36 B 1 2"X4"X14 GA. TS iliA •• HSS 412x14GA GR 8 B _ btDll! _ TIN .... 11. _ =-Wc:" n I® V 'V8' I©~ I@i v~, r->?-' ~ 10 ,'/'." t -. '0,-,.-1111 NOTES: 1. WIND LOAD: 100 MPH, EXPOSURE "C" 2. SNOW LOAD: 75 PSF 3. SEISMIC: SITE CLASS B.sdS=0.206, SDl =0.047 4. INSULATION: R-21 FLAME SPREAD: <20 SMOKE DEVELOPED: 150-300 5. EXTERIOR SHEET IRON: AMERICAN BUILDING COMPONENTS-"P8R" PANEL 26GA. 6. FASTENERS: 12-14x1-SELF TAPPING HEI HEAD WITH 5/1-0.0. WASHER@12"" O.C. 7. ImRiOR SHEETING: 14GA ELECTRO-lALVANIZED, PAINTED WHITE BUILDIU CODE: 2006IBC, 2008 NEC 8. TYPE OF CONSTRUCTION: Y-I 9. OCCUPANCY CLASSIFICATION: S-l 10. NO FIRE RATING-BUILDING MUST BE A MINIMUM OF 3D' FROM ANY OntER SlRUCTURE DAVIS AND DAVIS WILLIAMS BARGATH 8·x10· CHROMATOGRAPH BUILDING ROOF STRUCTURAL/TRUSS DETAIL SiZE 15WGNO 11"X17" 55DAD11098S3 JOB NO 55DAD11098 ~ o 4057 CAMELOT CIR LONGMONT, CO 80504 www.hoadinc.com ~ _________~ ~ _______________~ ~ _____________~ _________________________~ _____________~ S_ ER_II IA_LNO:~_-_-_-_T~_~~D_E~~~~~~~~I~~~~~11'Jnn~1~O~~rr-S~3~ 1 -2 -3 -4 A I" -i--DIA ~ § !... HEAVY,~ ___ ~:§E~.j:: HEX NUT ~ TACK WELD OR STAKE THREADS A36 THREADED ROD AS SHOWN """ NO, ~tSTAKETHREADS (DO NOTWEW) HIGH STRENGTH THREADED ROD DE SCRIP TI ON REFERENCE DRAWINGS A I B EMBEDMENT LENGTH STANDARD HIGH STRENGTH I c HAS SUPER THREADED ROD ASSEMBLY WI NUT & WASHER I D 1 E EMBEDMENT lENGTH FINISHED CONC TOP STANDARD HIGH ROO STRENGTH DRill 8fT ROO r----+------j WASHER DIA (el) TYPE TYPE THICKNESS DlA ("ll--C: TYP:C=E-+--=TYP:C=EC---j DIA (0) I /6" SCH. 40 V STEEL PIPE FIllED WITH AR HAR CONCRETE F-l554 F-1554 GRADE 36 GRADE 55 "A' "A" 112 7 10 518 9 12 3/4 11 14 3/4 18 718 12 17 7/8 21 14 24 19 1 118 16 21 1 1/4 17 23 1318 19 26 1112 20 26 1 112 29 1 3/4 18 32 1 3/4 24 2 27 37 2114 30 41 2 112 33 4li ANCHOR ROD DETAIL SCAlE: NONE c--118 114 5116 318 112 518 EAR HEAR F~36 KSI MIN. Fv=55 KSI MIN. . • (TOC) 'A' 'A' "S' ~ ------,-.... 123/8 1114 5/8 5 718 I=~ 4 1/4 ' g ~ DRILL BIT ----n~Sf-DIA'-B' ~ 112 63/8 314 3/4 6518 7112 10 7/8 7 112 11114 1118 123/8 ~ ROD DlA ----ff=lt-.-1114 15 15 1112 Hil TI ANCHOR ROD HIT -RE 5QO.SD ~ EPOXY ANCHOR ROD DETAIL SCAlE: NONE TYPICAL ANCHOR ROD NOTES: 1. NUTS SHALL BE ASm A-563, GRADE C. WASHERS SHALL BE ASm F-844. SEE ARIHAR ROOS TABLE FOR WASHER THICKNESS 2. ALL DIMENSIONS ARE IN INCHES. USE ANSI B1822.11965 (R1975) TYPE B. REGULAR FOR DIMENSIONS. 3. EDGE DISTANCE SHALL BE 5d OR 4' MIN. FOR STANDARD ANCHOR RODS; 7d OR 6" MIN. FOR HIGH-STIRENGTH 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 ROOS SHALL BE SET WITH A TEMPLATE. CLEAN OIL AND RUST FROM AlL ANCHOR RODS PRIOR TO PLACING 5, TYPICAl ANCHOR ROO CALL'()UT SHALL BE AS FOLlOWS: 314 AR 2Z' (lB'+ 4') c--, , " V 16' 0 HOLE FILLED . ' WITH CONCRETE , , . t===± .. ~ .' !o l BOLLARD DETAIL SCALE: NONE ROD DIAMETER ---.J I I I I PROJECTION TYPE OF ANCHOR ROD ~ EMBEDMENT LENGTH TOTAL LENGTH ~JII?/J1"11' 5/,.,lll)elti tlt'ri/f 5"lruC/tt,..,! itl",," f'f~c""'l ~J1t1"'h"", ,!?/4t"f'J?!IJ1/f~ltll ~/Jl81l1t1 1erf ,f-f rtf Fm,1! /d51'~~ftCl)1 " -. -~ --. TOC .. ---.. ----PRECAST CONCRETE ~ SLEEPER .-." ~ .---~=--, ~"";-~-~--'-----/-SEENOTE2 DWG. CW-5C-l00 "-~----" TYPICAL FOUNDATION CONSTRUCTION DETAILS SCALE: NONE COMPACTED TO 95% MPD COOT ClASS 6 (OR SlMlLARI CRUSHED STOi'E AGGREGATE. NATIVE SOILS MAY NOT BE SUITABLE FOR STRUCTURAL FILL 1 F I G I H EARTHWORK AND CONCRETE CONSTRUCTION NOTES I SPECIFICATION A. G~SITEtFORMAnoN 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= 1.0 4. SITECLASS= '0' 5. SEISMIC DESIGN PARAMETERS; Ss= 0.361; S 03= 0.38 } SEISMIC DESIGN CATEGORY (SOC) = B ' I = 10 S,=0,075 ; SO"0.12 'E . " .I ./B. EARTHWORK AND FOUNDATION CONSTRUCTION 1. FOUNDATION CONSTRUCTION AND SITE PREPARATION METHODS SHALL FOLLOW RECOMMENDATIONS OUTLINED IN GEQ.TECHNICAL REPORT NO. ADll5023 PROVIDED BY TERRACON. SPECIFIC REOUlREMENTS ARE AS fOLLOWS: A. fOUNDATION SYSTEM: SHALLOW SPREAD FOOTINGS ON 3'-0" Of COMPACTED STRUCTURAL fiLL, +10" OF RE-COMPACTED NATIVE SOIL. B. fROST DEPTH; 36' C. SOIL COMPOSmON: SILTYISANDY CLAY; SAND & GRAVEL. 2. EXCAVATION AND BACK FILL A, FOLLOW SPECIFIED RECOMMENDATIONS OUTLINED ON PAGES (4 TO 11) OF THE REFERENCED ABOVE GEO-TECHNICAL REPORT. B. ENTIRE AREA AROUND EACH FOUNDATION MUST BE THOROUGHLY PROBED FOR UNDERGROUND PIPE, CONDUIT, HIGH PRESSURE LINES, ETC. BEFORE ANY EXCAVATION BEGINS. C. STRUCTURAL BACK-FILL SHALL CONSIST OF COOT CLASS 6 CRUSHED STONE AGGREGATE. IT SHALL BE PLACED IN 6' MAlt LifTS. STRUCTURAL Fill IN FOUNDATION AREAS SHOULD BE COMPACTED TO 95% OF THE ASTM-1557 MODIAED PROCTOR DENSITY. 3. SUB-GRADE CONDITIONS SHOULD BE INSPECTED BY A GEO-TECHNICAL ENGINEER PRIOR TO PLACEMENT OF ANY CONCRm. STRUCTURAL FILL SHALL BE INSPECTED AND TESTED. C. CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS Of ACI 301 SPECIACATIONS FOR STRUCTURAL CONCRETE FOR BUIlDINGS LATEST EDITION, TO AC~318-08 BUIlDING CODE REQUIREMENTS FOR R~FORCED CONCRETE. CONCRETE STRENGTH TEST SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS Of ACJ.31B. CHAPTER 5. 2. CONCRETE AND REINfORCEMENT SHALL BE DESIGNED AND PLACED IN ACCORDANCE WITH THE ACI BUILDING COOE REQUIREMENTS FOR REINFORCED CONCRETE ACJ.318-0B. ACJ.305 "HOT WEATHER CONCRETING' AND AC~306 'COLD WEATHER CONCRETING" SHALL BE FOLLOWED. 3. CONCRETE PARAMETERS SHALL BE AS FOLLOWS: F FREE21NG THAWING Fl EXPOSURE CATEGORY & CLASS C S P CORROSION SULFATE PERMEABilITY PROTECTION EXPOSURE Cl Sl LEAN CONCRETE SHALL BE (f' c) 1500 psi I 'c AT 28 DAYS 4500 psi CEMENT TYPE II WIC 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' Asm C33. 5. WATER USED IN MIXING CONCRETE SHALL CONFORM TO ASTM C1602. 07HER PROVISIONS NIA 6. REINFORCING BARS SHALL BE DEFORMED. INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM A615INCLUDING SUPPlEMENTARY REQUIREMENTS SI. GRADE 60 (m MPA). FIELD SPliCES 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 #6 10 37 2B 48 37 #7 12 54 42 70 54 fI8 13 62 47 80 62 #!J 15 70 54 91 70 #10 17 7B 60 102 78 #11 19 B7 fj/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 8. '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, ALL 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: ll!2' FOR #5 BARS AND SMALLER, 2" FOR #6 THROUGH #lB. C, SURFACES NDT EXPOSED TO GROUND OR WEATHER: ",. FOR SLABS AND WALLS WITH #11 AND SMALLER BARS, 1 %" FOR BEAMS AND COLUMNS. B. EXPANSION JOINT MATERIAl FOR EXPANSION OR ISOlATION JOINTS SHAll BE PREMOUDED, BITUMINOUS IMPREGNATED FIBERBOARD CONFORMING TO ASTM 0994. 9. JOINT SEALANT FOR ALL CONCRETE CONTROL. CONSTRUCTION AND ISOLATION JOINTS SHALL BE SIKAPlEX-1A BY SIKA CORP" OR APPROVED EOUAL. 10. GROUT USED FOR VARIOUS APPlICATIONS SHALL BE AS FOLLOWS: A. GROUT USED FOR STRUCTURAL STEEL COLUMN BASE PLATES SHALL BE PREPACKED, HJGH.fLUIDITY NON-SHRlNK, NATURAL AGGREGATE GROUT SUCH AS 'MASTERPlOW 713 PLUS' BY BASF (FORMERLY MASTER BUILDERS) OR APPROVED EOUAL. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR JNSTALLATION. SPACE BElWEEN THE ANCHOR ROOS 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, WHLE OTHER BASE PLATE RODS ARE FlA.lY 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 PROOUCTS, INC. OR APPROVED EQUAL. FOLLOW MANUFACTURER'S INSTRUCTIONS fOR INSTALLATION. C. GROUT USED FOR DRillED AND EPOXY-GROUTED REBARS SHALl BE HIL TI HIT RE500 EPOXY OR APPROVED EQUAL. 11. VOID FORI.A MATERIAL SHALL BE 'SURE VOID' OR APPROVED EQUAL. KEEP VOID FROM MATERIAl DRY DURING PLACEMENT AND INSTALL IN ACCORDANCE v.1TH MANUFACTURER'S RECOMMENDATIONS. VOID FORM SHALL BE BIODEGRADABLE AND CAPABLE OF SUPPORTING THE FLUID WEIGHT OF THE CONCRETE. 12. AlL WIELDING PROCEDURES. INCLUDING STUD WELDING. AND QUALIFICATIONS SHALL BE IN ACCORDANCE WITH AWS D1.1. 13. ALL SlABS SHALL BE GIVEN A PlOAT f iNISH AS DESCRIBED IN ACI 301. ALL WALKS AND EXTERIOR SlABS SHALL BE SRooM FINISHED AFTER CONCRETE HAS RECEIVED A PlOAT FINISH. 14. EXPOSED CORNERS SHALL BE CHAMFERED %" UNLESS NOTED. 15. CHECK ALL ELECTRICAL, MECHANICAL AND PIP~G DRAWINGS FOR EMBEDDED ITEMS (PIPE. CONOUIT, 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 STEEL. 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, MAKE ALL BARS CONTINUOUS AROUND CORNERS. 17. THE CONTRACTOR SHALL VERIFY ALL EQUIPMENT ANCHOR ROD DIMENSIONS AGAtlST THE CERTIFIED EQUIPMENT DRAWINGS BEFORE PLACING CONCRETE, TOLERANCES FOR ANCHOR ROO LOCATIONS AND ELEVATIONS SHALL BE AS DEFINED IN THE AMERICAN INSmUTE OF STEEL CONSTRUCTION (AlSC) CODE OF ST AHDARD PRACTICE. 18. ALL WATER STOP SHALL BE BENTONITE FLEXIBLE STRIP WATERSTOP BY VOLCLAY OR APPROVED EQUAL. D. CONTRACTOR'S MEA/IS AND METHODS 1. THE STRUCTURAL DRAWINGS AND NOTES REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION, FOR THIS REASON, DURING ERECTION OF THE STRUCTURE ANDIOR THE DEMOLmoN 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. STOCKPILES 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 DJ!.1ENSIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION (DISCOVERY). SUCH CONDmONS MAY INTERFERE WITH CONSTRUCTION OR REQUIRE PROTECTION AND l OR SUPPORT OF EXISTING WORK DURJNG CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR DETERIORATION TO THE STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD JEOPARDIZE THE INTEGRITY OF THE STRUCTURE(S) PRIOR TO PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. 3. IT IS THE CONTRACTORS RESPONSIBILITY TO IMMEDIATELY NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCOVERY HE OR SHE IOENTFJES 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 1. THE CONTRACTOR SHALL VERFY AND COORDINATE ALL DIMENSIONS AND DETAILS BETWEEN ALL TRADES. SUBCONTRACTORS AND VENDOR SUPPLIED EQUIPMENT PRIOR TO COMMENCING ANY CONSTRUCTION, THE STRUCTURAL ENGINEER SHALL BE IMMEIlIA TEL Y NOTIAED ANY INCONSISTENCIES RELATING TO THE STRUCTURE. FAILURE TO 00 SO SHALL RELIEVE THE STRUCTURAL ENGINEER OF ALL CONSEOUENCES RELATED TO THE INCONSISTENCY. 2. SEE MECHANICAL. ELECTRICAL AND OTHER DISCIPLINE'S DRAWINGS FOR ADDITIONAL INFORMATION RELATING TO THE STRUCTURE. SCAI.E AS NOTED DATE ,g TITLE PROJECT NO. I--------j-----I CUfHT WILLIAMS FIELD SERVICES Wil'jiiisl-----------------+-----------j ~::-~=_. ~0=' ==~:=;~A~~N:;I:~===~=1;1:;O~O;1~1:="+l""":T=IOf<, _G_A_R_F_IE_L_D_C_O_U_N_TY,_ C_O_L_O_RA_D_O....!::$:=;~=====j gg~~~~~g~ STATIONS 11057-05CW A ISSUED FOR PERMIT DE SCR IP T ION DATE av NO. DESCR I PTIO N REVIS IONS REVISIONS I B I c I D 12122111 TF DATE BY I t" @DRAWING NUMBER IC-H_ECKID,_ ___+ -_---i SE Samuel Engineering, Inc, CONCRETE """"DYE!>. We Provide Solutions GENERAL NOTES AND STANDARD DETAILS 8450 E. Crescent Par1<way Phone: 303,714.4840 CW-SC-OO 1 Greenwood V*age , co 80111 Fax: 303.714.4800 E I F I G I H REV. r--A 1 2 3 -4 I !., I , , A 159.15' 1 -2 -3 -4 O'NG NO. OES(;R IP TIO /'l REFER ENCE DRAWIN GS A I I B I c z 1 • u: I ,-"w, . '' :< -<;> 00 ... -52 '" ~~ --~,<-----' •. '~ --~~ /rl +-___ \+\-~r ______ _+~I I \ , ~t-E1--I ---8 +----~_+;, ----------IT ---------------------~--~ I '-----"" /I I l' ------+---8--._------~ 8--+ ~ ~~---------------------+~ . .L .l......--'-______ -j __ L--_ -... ----__ ---' ft l i -' ~~~-.--------_=i8S'~"'" .... ----------I-'L SKID (REF) g'~ CHROMATOGRAPH BUILDING FOUNDATION PLAN SCAlE; 112'=1 '-0' I 81< TOTAL SLEEPER WEIGHT. (4k PER LIFTING LUG) C6 BUILDING FRAME ~ :, /#6:,~n,.(J' ~~"\l~; L. -. ',~;-~.~.I'~.-. -:-' -, -.,-, -; , -, . .; . -• . , . .. ' . • " . • . , oj • • '\ .1' ., ,I A-SSCEALCE: T3I/4O'=N1'. ()" NO. DESCRIPTION DATE " REVIS IONS B I c W.P. N.202'.(J' E, 95'~' A "0. I -r--I I D I NOT£; 1. ALL SLEEPERS SHALL BE PRE-GAST WITH LIFTING LUG AND DELIVEREDI1NSTALLED AT WHEELER GULCH SITE. 2. (*): FIELD VERIFY WITH THE EXISTING GRADE AND ADJUST ACCDROINGL Y TO MEET REQUIRED TOC ELIEVA noN AS FOlLOWS: .) EXCAVATE AT THE REQUIRED DEPTH (DEEPER THAN 3'-0") TO ACHIEVE TOC EL. 100'.()" IF GRADE IS CLOSE TO 100'.()". b) IF PRE-CAST SLEEPER PROJECTION SHOULD EXCEED 12". INSTALL ADDmONAL SOIL AROUND THE SLEEPER TOP TO ACHIEVE 3'.()" FROST PROTECTION. c) SHALL BE 3' MINIMUM E I W.1 tOO'.(J' W. 0+5O'.(J' ElW.O+OO'.()" E. 0+5O'.()" E. 1tOO'.()" F ~I o+ <ri ~ o+ I G I H > -,;-//_---___ I ___ L_ I 1 1 __ J.---I /( ----------e-=------r------:-----r-~ ----:. -i------\r v---',\, -\ ~-,----tr~-0 1 \ \ \ i \ \ u w ... --1--\ --:_::= !::':::::=..:_--+ 0/0:d:";' 71-; -1-1--d) FINISHED GRADE SHOULD SLOPE A MINIMUM OF 1'~' 1N THE FIRST 10'~' AWAY FROM THE BUILDING. \ '---t-----+----_-4-I~--I I #5, n@9"O.C. , " . ~ .' '\.. (3) #5 EA SIDE • • • • • 4 . . ",...-. .......... 4 . #5@9' O.C. SECTION SCALE: 314"=1'-0' '"UK' " 12122111 TF oeSCR IPTI O N DATE BY REVI S IONS D I E, 1t50'~' _.. . ------+-KEY PLAN SCALE: NO SCALE 1-_____'1 --=0" --6" 1'.()" 6' 6' I .---,--+---..,----, --I -J ~ I I J(i,:.l._I---I_~-Lj ~ T' Y~ Yo' EAR WIs" (6%,t2") -----~ I 2" PROJ . INSTALL %' CLAMP I WASHER AT CONTRACTORS OPTION. V lIFTINGLUG ~ ~ I I POCKET 3" 6" 3' DETAIL SCALE: 1"=1'-0' AS NOTED -TITLE PROJECT NO. ~, WILLIAMS FIELD SERVICES fMllIi?'",;.1,t-------------------f-----~-----I DE5IGHEO: B. VILNER 12120/11 t!!!f.J"I-f'" COTTONWOOD 11057-05CW Io""";;;",,. ,~--;:T.~F;;;AR;;;R;;;IS;_-I_;,;212;;O;;/:,~," "l" """·no." GARFIELD COUNTY, COLORADO _ ' COMPRESSOR STATIONS ~--~~~-=~~=---------------====~ 1~--'CI<E'O-.-----+---40® ~.~~i~.~~/§Dpineering, Inc. 8450 E. Crescent Parkway Phone: 303.714.4840 Groonwood Vllage, CO 80111 Fax: 303.714.4800 E I F I CONCRETE CHROMATOGRAPH BUILDING FOUNDATIONS G DRAWING NUMBER CW-SC-100 I H RfY. I-A 1 -2 -3 4