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HomeMy WebLinkAboutApplication- PermitProject Address Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Parcel No. 217136300007 Address PO Box 370 Parachute CO 81635 PO Box 370 Parachute CO 81635 SECT36TWN6RNG96 PARACHUTE, CO Owner Information PermltNO Pemwwt Typo< Comr er Iat Bulidin Work Cla r 0641::1 PPfm!t Staids Ctivo . Issue Date: 11/29/2011 Expires: 05127!2012 Williams Production RMT Subdivision Section Township Range Phone Cell 970-683-2288 1 Contractor(s) Phone Primary Contractor Williams Production RMT (970)285-9377 Yes Proposed Construction I Details FEES DUE Fee Amount Commercial Building Fee $83.25 Manufacture Fee $400.00 Other $2.48 Other $4.25 Plan Check Fee $54.11 Total: $544.09 Valuation: $ 2,700.00 Total Sq Feet: 300 FEES PAID Inv Total Paytype Amt Paid Amt Due Inv # BLCO.11-11.21544 $ 544.09 Check # 11153 $557.00 ($12.91) Required Inspections: For Inspections call : 1(888)868-5306 Inspection IVR See Permit Record Building Department Copy Tuesday, November 29, 2011 2 8201'1 1088*5Yreel, 8die401, Glenwood S1,ringa, CQ 81601 Ph:970.9454212 P:970 3 8-S 0 Inspacltan Lfhe:888.868.3306 ra5Y Barfield couatAPPO P ro,j eC� ; we qr w ,orae Doi DinDRiaWERM1 '_AP Ori I PaivenIo:(41.tritn aionntrmvadthisM auasorsgelcs970943.9134) gin -343'420-'007. 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Williams Production RMT Applicant: Williams Production RMT Applicant Phone: 970-663-2288 Email: • Building Engineered Foundation Nfh Driveway Permit Surveyed Site Plan Nl Septic Permit and Setbacks Grade/Topography 30% /U/i4 Attach Residential Plan Review List Minimum Application Questionnare Subdivision Plat Notes Pio Fire Department Review Valuation Determination/Fees Red Line Plans/Stamps/Sticker Attach Conditions _Application Signed Ian Reviewer To Sign Application r arcel/Schedule No. 40# Snowload Letter - Manu. Homes Soils Report Tuesday, November 29, 2011 I PlanninglZoning property Line Setbacks 30ft Stream Setbacks Flood Plain _Building height / Zoning Sign -off oad Impact Fees f."-Y-4-HOA/DRC Approval / GradelTopography 40% Planning issues Subdivision Plat General Comments: Okhz74 27oo• a 6„,,-46/„0„..7) g3.z5- , /e 5C1.f/ �' F. o� l�•l,�t e Q00.�i�8�1 3 Gde�%x// /P5 (511/. 6 / -557®6 e/'/ /$M Receipt Garfield County 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Return to: Garfield County 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Owner's Information Williams Production RMT Williams Production RMT PO Box 370 Parachute, CO 81635 Invoice Number: BLCO-11-11-21544 Invoice Date: November 23, 2011 Permit Number: BLCO-11-11-2291 Bond Number: Comments: Project: WP Par WMF Storage Bldg Permit Ty e: commercial . Building rl ass fication: New Date 11/29/2011 11/29/2011 11/29/2011 11/23/2011 11/23/2011 Fee Name Other Manufacture Fee Other Commercial Building Fee Plan Check Fee Fee Type Calculated Calculated Calculated Adjustable Percentage Fee Amount $4.25 $400.00 $2.48 $83.25 $54.11 Total Fees Due: $544.09 Payments Date Pay Type 11/23/2011 Check Check Number Amount Paid Change 11153 $557.00 $0.00 Total Paid: $557.00 Total Due: ($12.91) Tuesday, November 29, 2011 STRUCTURAL PLANS: Please provide the following information on the structural plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Engineer stamped plans. • Engineered foundation design per soils report. Geotechnical report referenced. • Design specifications to include roof and deck snow load, wind and seismic design, frost depth. • Foundation plan showing complete footing and foundation dimensions. • Footing and foundation details specifying reinforcement referenced on plans. • Framing plans for each floor level and roof. All beams, columns, joists, rafters, trusses and all live/dead loads specified. • Framing /connection details referenced on plans. • Pre -manufactured structures require an engineers stamp, signature, and date. MECHANICAL PLANS: Please provide the following information an 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 /ECC. • Floor plans for each level showing size, location and materials of all ductwork, plenums, return and outside air intake registers. • Size and location of all combustion air ductwork and openings. • Size, type and termination of all gas appliance flues and vents. • Location of all fire and combination smoke/fire dampers. • Equipment schedule for all mechanical equipment (boiler, furnace, exhaust fans, etc). • Commercial kitchen hood location, hood and duct sizes, CFM calculations. PLUMBING PLANS: Please provide the following information on the plumbing plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Engineer stamped plans. • Floor plans for each level showing DWV layout and sizing, materials, slope and sewer location. • Water piping materials, length and size of pipe, water meter location, fixture unit demands, location and type of backflow prevention devices. • Gas piping materials, length and size of pipe, gas meter location, and BTU/hour demands. • Additional piping plans for roof/deck drains, condensate, medical gas, etc. • Plumbing fixture schedule for all plumbing equipment. • Commercial kitchen plumbing fixtures, food preparation equipment, grease interceptors, etc. ELECTRICAL PLANS: Please provide the following information on the electrical plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding ten (10) require Colorado State Licensed Engineer stamped plans. • Floor plans for each level showing location of lighting fixtures, switches, receptacles, emergency exit signs and lighting, and panel location. • Diagram showing service entrance, conduit/wire size, main disconnect size, grounding electrode/conductor size, feeder conduit/wire size, transformers and generators. • Panel schedule showing bus/breaker sizes, circuit description, voltage, phase, amperage, etc. 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 Toad, 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,\ • 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. GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www. q a rfi e l d -c o u n tv. co m 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. • ArchitectlEngineer'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 Toad shall be calculated by IBC Table 1004.1.1. • A Colorado State Licensed Electrician and Plumber must perform installation and hook-ups. Garfield County Building Requirements Codes: 2009 IRC, IBC, IFGC, IMC, IPC, 2009 IECC. Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof! Not ground): 40 PSF up to 7000 ft. elevation 50 PSF 7001-8000 ft. elevation 75 PSF 8001-9000 ft. elevation 100 PSF 9001-10000 ft. elevation Seismic design category: B Weathering probability for concrete: Severe Termite infestation probability: None to slight. Wind Speed: 90 mph Decay probability: None Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36 inches to 8000ft elevation. 42 inches 8001ft elevation and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft elevation. Air Freezing Index: 2500° F -days to 7000ft.; over 7000ft. to be determined by Building Official Ice Shield under-layment required. Mean Annual Temp: Variable Insulation: Windows/doors U=.35; Skylights U=.6; TBL 402.1.1, 2009 IECC. Minimum R -Values: • Ceilings/roofs R values are R-38 stick built structures. R38 log construction and steel rafter construction • Walls R values are R-20 wood frame. See Table 402.2.5 2009 IECC for steel framing • Floors R -values are R-30 or enough to fill cavity • Basement wall R -values are R-10113 • Slab perimeter R -values and depth is R-10/24 in. • Crawl space wall R -value are R-10/13 Floors over vented crawlspaces must be insulated; R-30 or enough to fill the cavity. Vents shall be located below the bottom of the floor joist per IRC, R-408.1. As an alternative to insulating floors, crawlspace walls shall be permitted to be insulated when the space is not vented to the outdoors and meets the requirements of IRC, R-408.3. Basement walls must be insulated to frost depth. Common garage to house walls and ceiling -floors must have minimum R-20 insulation. Take precautions to protect plumbing in these areas. NOTE: If any required information is missing, delays In Issuing the permit are to be expected. If determined by the Building Official that additional Information is necessary to review the application and/or plans for compliance, the application may be placed on hold until the required Information is provided. Work may not proceed without the Issuance of a permit. The building department will collect a Plan Review fee at time of application submittal. The Permit Fee, as well as any Septic or Road Impact fees will be collected when the permit is Issued. The permit application must be signed by the owner or by a person having written authority from the owner to act as their representative. hereby acknowledge 1 have read, understand, and will abide with the requirements of this checklist, 5/, Signature of Owner Date Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: 970-945-8212 Fax: 970-384-3470 www.aarfleld-counly.com CONDITIONS OF PERMIT BLCO-11-11-2291 Williams Production RMT Parachute Water Handling Facility Mobile Storage Building Parachute, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC AND MANUFACTURERS SPECIFICATIONS. 2) ALL WORK MUST COMPLY WITH THE CONDITIONS OF THE CURRENT LAND USE PERMIT. 3) ALL WORK MUST COMPLY WITH STATE AND FEDERAL REQUIREMENTS. 4) LOCKS, LATCHES, LANDINGS PER 2009 IBC, SECTION 1008. 5) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 6) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CERTIFICATE OF OCCUPANCY. 7) MANUFACTURED OPEN BAY OFFICE BUILDING APPROVED FOR STORAGE ONLY. 8) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR FINAL/COMPLETION APPROVAL. c/t6- CoP)/ COMMERCIAL CONSTRUCTION 2471 Riverside Parkway #A Grand Junction, Colorado 81505 TPI INDUSTRIAL, INC. Telephone (970) 243-4642 Fax (970) 242-5330 November 22, 2011 Garfield County Building Department 108 8`h Street, Suite 401 Glenwood Springs, CO 81601 Dear Inspector; TPI Industrial, as An Authorized representative of Williams Production RMT, is submitting the enclosed application, drawings and documents for a building permit to set a 10'x30' Mobile Mini unit: • Garfield County Building Permit Application, • Letter of Authorization from Williams Production, • Williams Production Parachute Water Management Facility Map, • HUD Sticker on Mobile Mini Unit, • Letter from Phil Vaughan pertaining to land use, • Calculations from Mobile Mini used for foundation design, • Two foundation plans and • Two site plans. Please contact me with at (970) 243-4642 with questions. Sinrely ^ Shawn Wallace TPI Industrial NOV 2 3 ?OH W:II:ams. Williams PRODUCTION RMT 1058 CR #215 Parachute, CO 81635 970-236-5305 March 31, 2011 Garfield County Building Department: This letter will serve as authorization for TPI, Inc. to act on behalf of Williams Production RMT in securing a building permit for the addition of buildings at the Parachute Water Management Facility located in Garfield County. If there are any questions or problems please contact me at 970-263-5305. Sincerely, Sincerely, Q� Joseph J. Lobato Facilities Engineer March 15, 2011 Mr. Fred Jarman Director Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Dear Mr. Jarman, i d MANAENIENI, 1038 Courvey Rd 323 la*. rtilIE, CO 8l650 VAk( IIN ,0\. 1 wanted to thank you for taking time to speak at 1:30 p.m. today in regards to the Williams Production RMT Co.- Parachute Water Handling Facility. As discussed previously, we are in the process of preparing the Limited impact Review application for this existing facility and are in studies and coordination with the Colorado Department of Transportation. During the course of operations, we have found the need to construct nine small buildings on- site. These buildings consist of the following: 3 -Pump Buildings 10'W x20'L x 8' 1-1 5 -Chemical Storage Buildings 10'W x 10'L x 8'H 1 -Motor Control Center Building 10'W x 12'L x 1 I'H Williams Production RMT Co., LLC will be making application to Garfield County for building permits for each of the buildings. These installations are being conducted as a normal course of maintenance of the facility and are necessary for the efficient operation of the facility. The materials to be stored are not in excess of the maximum allowable quantity limits for control areas set forth in IBC 2009- Tables 307.1(1) and 307.1(2). The occupancy for each has been determined to be Section 311.3 Low -hazard storage, Group S-2. The nine buildings are accessory to the existing use of the property and do not result in a new use of the property and no new ground disturbance will occur for this installation. Page 1 of 3 I have conducted a review of the Garfield County Unified Land Use Resolution of 2008, as amended. Section 4-107- Amendments to an Approved Land Use Change Permit. My assertion is that this requested change is "No substantial modification". Please find below my response to each item of criteria that must be satisfied. Section 16-101 of the ULUR defines Non -substantial change. Non -substantial Change. A non substantial amendment may be made to an approved Land Use Change Permit if it meets all of the following criteria as determined by the Director: 1. Is consistent with action(s) taken during previous Land Use Change Permit approval. Reply: The proposed structures are consistent as this facility is a pre-existing facility that has been in operation since the 1980's. The installation of these buildings to serve the site is appurtenant to this type of use and is in support of the operations of the water handling facility. 2. Does not change the use category of the proposed development between residential, commercial and industrial uses; Reply: The use category will not be changed. 3. Does not change the basis character of the approved use of land on which the activity occurs, including basis visual appearance and method of operation; Reply: The visual appearance will not be changed with the addition of the buildings as each will be painted Desert Tan to match the color scheme of the area and the facility. 4. Does not constitute a new land development activity; Reply: This use does not constitute a new land development activity as this is appurtenant to the operation of the Parachute Water Handling facility. 5. Does not violate any Land Use Code standard; Reply: The proposed buildings do not violate any Land Use Code standard. 6. Does not substantially increase off-site impacts (including but not limited to increased traffic, water use, wastewater generation, etc.) in the surrounding neighborhood; Reply: Off-site impacts are not substantially increased 7. Does not substantially increase the need for on-site parking or utilities; Reply: On-site parking or utilities needs will not be substantially increased. 8. Does not increase the floor area of the use by more than five (5) percent or decrease the open space on the site by more than five (5) percent; and Reply: The floor area will be increased by more than 5 percent. The open space of the site will not be decreased by more than 5 percent. As noted in our conversation on 1/26/11 at your office, "Storage Areas", as each of these proposed buildings are storage, are technically exempted from the Garfield County Unified Resolution of 2008, as amended, thus we are in compliance with this condition. 9. Does not endanger the public health, safety or welfare. Reply: Public health, safety and welfare will not be endangered. (Resolution 2010-30) Please consider this letter a summation of the project and a request for planning clearance so that the building permits can be issued. Page 2 of 3 Please let me know if you have further questions in regards to this request and we can discuss them. Thank you in advance for your assistance. Sincerely, Phil Vaughan President PVCMI-Land Planning Division 970-625-5350 Attachments 1. Williams- Parachute Water Handling Facility- Site Plan with 9 proposed buildings noted. Page 3 of 3 Garfield County Assessor Data Site Jim Yellica, 109 8th Street, Suite 207 (P) 970.945.9134 1(F) 970.945.3953 1 (E) jyellico@garfield-county.com Account Information Account: R260001 Parcel: 217136300007 Owner Name: WILLIAMS PRODUCTION RMT COMPANY Owner Address: PO BOX 370, PARACHUTE, CO, 81635 Property Address: , PARACHUTE Legal: Section: 36 Township: 6 Range: 96 SEC 35 LOT 16, SEC 36 NE114SW114, NW1/4SE1/4, LOT 3,4,5,6 7-96 SEC 1 LOT 3, SEC 2 LOT 1 Tax Area: 046 Subdivision: Sales Information Date Deed Type Doc Number Grantor Grantee Amount 03/02/1988 PRD 31,400 Taxable Values History Year Land Actual 2011 96,660 2010 125,800 2009 • 125,600 Property Details Imp Actual Total Actual Land Assessed Imp Assessed Total Assessed 96,660 28,030 28,030 125,600 36,420 38,420 125,600 36,420 36,420 Model Attribute Name Attribute Value LAND 0 ABSTRACT CODE 100 AC & UP AREA_ACRES 313.83 AREA_SQFT 0 NEIGHBORHOOD ALL OTHER TRACTS AREA VI Created on 11/23/2011 at 03:57 PM (MST) The data represented here is for informational purposes only. Research should be performed at the appropriate office. This is not deemed a legal document. Williams Production Parachute Water Management Facility Map HUD sticker on MOBILE MINI Unit Plan approval #004127 Unit id # edb19694 Date built # 1/9/07 Certification #17228 Roof design Toad #20 Windspeed #226 Floor design Toad #80 Electric #1991fc ....,61..11 f.....00.,,w fl. STATE OF COLORADO DAMON Of HOUSING WYM1<Nw• e��rnM1M1 M M1aa�e�r fo.err � �'� MOBILE MINI OVERVIEW 10' x 30' Open Bay Security Office 11111111 Ti Floor Plan J•B0X PHONE/DATA ACCESS 125 AMP --- SUB PANEL 30'-0'. M Specifications Size Q OFFICE 0 30' Long 30' Box Size 10' Wide 8' Ceiling Height Ground Mounted Exterior Finish 16 gauge steel siding 10 - 16 Gauge Floor; Joist 12" on Center Standard Drip Rail Gutters 1 1/8" Plywood Sub Floor All Steel Structural Components Interior Finish Drywall Textured Vinyl Tile Floors Drywall Textured Flat Ceiling Electric Fluorescent ceiling lights 125 amp breaker panel 120/240 Volt, single-phase Exterior phone/data jack access Windows & Doors Horizontal slider window with screens Exterior Security Bars Mini Blinds Hydraulic door closures MMI High -Security Door System v//3 Part Interior Locking System Heating & Cooling Vertical HVAC Sheet No. 1 BEN J. KRAKOWSKI, P. E. CONSULTING STRUCTURAL ENGINEER 13413 N. 141st Way Scottsdale, Az. 85260 Phone: (480) 451-0587 CALCULATIONS FOR: �__----= =2=== = = = == STD. 10' x 30' LEASED OFFICE UNIT STATE OF COLORADO PREPARED FOR : MOBILE MINI, INC., MARICOPA, AZ. Pg_s!QN.. c8!TERIA: 2003 International Building Code w/ CO. Amendments AISI Ught Gage Cold --Formed Steel Manual AISC Steel Constiuciion Manual Roof Uve Load = 20 psf, 50 psf (capacity) Roof Dead Load 10 psf Floor Live Load = 50 psf Floor Dead Load = 10 psf Wall Dead Load :- 7 psf WI Load: Basic rnd Speed, V (3 sec.) = 110 mph, Iw = 1.0 Height & Exposure Coeff. (0 - 15'), Exp. C = 1.21 MWFRS Load = 19.2 psf (roof slope: 0 - 5 deg.) p = (19.2 psf)(1 21)(1.0) = 23.23 psf (horiz) Seismic Load: Site Class D, Design Category D Ss <= 0.25, Fa =• 1.6, le = 1.0, R = 3.5 S ms = Fa Ss = (1.6)(0.25) 0.40 S ds = 2/3 S ms = (2/3) (0.4) = 0.267 V (Simplified) = 1.2 S ds W / R = 0.092 W MATERIAL SPECIFICATIONS Cold --Formed Steel (7 ga. to 16 ga.) - ASTM A446 Gr. A, Fy = 33 ksi Structural Steel - ASTM A36, Fy = 36 ksi Welding -- E70XX Electrodes Bolts - ASTM A307. Tie -Down Anchor - Minute Man Model 4430 -DH 3/4 MMA -6 auger -type earth anchors (or equal), min. holding power = 4,725 lbs. Install Pre manufacturer's recommendations. 10' W. L/O UNITS _ OGN IATA: Joist Span acing Live Load Dead Load Unlf. Load, w Point Load, P — Loc. of P, x= Sheet No. == _= ___ 222__ - == STEEL ROOF JOISTS = 2== 2 9.40 ft. cfr. 16 in. o.c. 50 psf (capacity) 10 psf 80.0 plf 0 lbs. Qf applicable) 0.00 ft. (from left support) JOIST PROPERTIES : Database # : 38 Joist Size : 4" deep x 16 ga Flange, w = 2.00 in. Fy = 33,000 psi Fb = 19,830 psi E = 29,000,000 psi Sx = 0.581 in. ^ 3 Ix = 1.299 in. '%4 _ArlVf YSiS Max. R (Web Crippling) = 725 Ibs. +M = Left Reaction = 376.0 lbs..... OK f b = Right Reaction = 376.0 lbs..... OK LL Deflection 0.313 in. = Allow. LL Deflection = 884 ft.—lbs. 18,250 psi < Fb .... OK 0.313 in..... OK Therefore, Use : 4` Deep x 16 ga. (2" Flanoejj oof Joists (a? 16" o.c. Roof Panel : 3/4" Deep x 16 iia. "SP" flm_ed Roof Panus, $eam Welded. FLOOR OMR RAILS $ JOISTS The 6" deep x 10 ga outer floor rails and the 6" deep x 16 ga. floor pan Joists are to be set directly on a flat & level foundation base (byowner), and therefore require no analysis. Floor sheathing shall oonslst of 7/8" T & G plywood panels, min. span rating. The plywood sheathing Is supported at 16 o.c. and will govem the live load capacity of the floor, which = 350 psf (per APA Design /Construction Guide). DESIGN DATA : Ext. Wall Height Wall Dead Woad Panel Width Roof LL + DL Tributary Width =-= Wind* Load ANALYSIS : Axial Load, P Wind Mom., M fa ft) fa/Fa -4- fb/Fb Sheet No. 3 7.58 ft. 7 psf 16 in. 60 psf 5.00 ft. 23.23 psf STEEL WALL PANELS 435 lbs. 223 ft.—lbs. 320 psi 4,858 psi 0.268 < 1.33.... OK , SECTION POQPEFiTfgS :. Database # : 4 Panel Size: 3 5/8" deep x 16 ga. x 16" Fy = 33,000 psi Area = 1.360 in. ^ 2 Sx = 0.550 in. ^3 r = 1.110 in. kI/r = Cc = Fa = Fb = 82.0 131.7 14,229 psi 19,800 psi Therefore, Use . 3 5/8' Deep x 16 pa. x 16' Wide Stud Panels. * Wind load governs over seismic load. Wind Load: p = 23.23 psf Seismic Load: V = 0.092 W === _ === 11E—DOWN EARTH ANCHORS = = _ = = Note: Due to the light weight of the units, wind load will govern design of the tie—down earth anchors. Minimum holding power of Minute Man Model 4430—DH 3/4 MMA -6 auger—type earth anchor and steel strap == 4,725 lbs. (per manufr.). Max. angte for steel strap attachment shall be 15 degrees. Max. wind load per anchor = (23,23 psf)(8.67')(15.01 = 3,021 lbs. < 4,725 lbs..... OK DESIGN .DATA Frame Height, h =_ Frame Width, w Building Length Roof + Floor DL Exterior Wall DL ._ Wind* Load -- ANALYSIS : Wind Force, P Constant, k Ha = Hd -Va = Vd Moment, Ma Moment, Mb =_ M Capac. Post == M Capac. Header r. Sheet No. 1' END FRAME ASSEMBLY S= �= == 8.17 ft. 10.00 ft 30.00 ft 20 psf 7 psf 23.23 psf (*governs) e=rtepitympEpTgai Database # : Comer Post: FY Are :=` Sr= 10 6'x8"x 12 ga 33,000 psi 1.99 in/'2 2.82 in. ^ 3 2.28 in. 1,423 lbs. 0.817 (h/w) 711 lbs. 483 Ibs. 3,397 ft-Ibs. 2,413 ft. -lbs. 6,204 ft -lbs. > Ma .... DK Mb by Inspection. Header* p -w h H <-- A 111�I1 --Va I<-- w -->i Vd *Header is the same gauge and size as comer post (or deeper). CAM1gIN D, gI NQING_.,. NDWW_LAAD :: Axial Load, P ki/r - fa - fa/Fa + fb/Fb - 483 lbs. (Vd from above) 430 < Cc 242 psi 14,457 psi 0.744 < 1.33 .... OK Cc = Fa = Fb = Therefore, Use : 6' x 6" x 12 ga. Comer Posts and Headers. 131.7 17,505 psi 19,800 psi CHFCjc. OV,� �EERTURNING,; Overturning, Mot- = 11,620 ft. -lbs. Resisting, Mr = 26,433 ft -lbs. Factor of Safety 2.27 > 1.5 .... OK FICMM mJiL ®f'i STANDARW LEASE!, UNITS ioI-o" "ISE GROUND MOUNT OFFICES 11155 N. MIP ENTRANCE RD MARIGOPA, AZ 85231 0 APPLIES TO STATE BUILDING DATA OPEN BAY oP I GE ('IE" SERIES ) CORPORATE HEADQUARTERS: '7420 SOUTH KYRENE ROAD SUITE 101 TEMPO, AZ 65255 MANUFACTURING FAC ILITIES: 2660 N. LOCUST AVE. RIALTO, GA 4423'11 D APPLIES TO STATE 3550 DUNCANVILLE RP. DALLAS, TX 75236 ❑ APPLIES TO STATE APPL1GABLE GODES OCAor.xtrAy4y, 8 TYPE OP GON3TRJGTIOm 5 STATE DF: COLORADO OGGUPANGY LOA17, 1 PER loo 5a FT OmAxj !"CND LOAD (mph - EXP. 07= 100 - 3 seG. GUST FOC PRESSURE. LOAD (psi), I41.2 HORIZ. FLOOR Llve LOAD (p,), 5o (OFPICE)/125 (STORAGE) ROOF L.IVC LOAD (pst): SO (CAPACITY) SEISMIC ZON CATIS60MtY. SITE CLASS 'Ir. DE516N GAT. 'D" SQUARE FOOTA SE: 80-320 SO. FT, APPROVALS STRUCTURAL- ELEGTR/CAL: MECHANICAL. AS SHOWN A5 SHO.ei (lF APFLIGAELE) AS 51401I I OF APPLICABLE) AS F 19Wi OF APPLICABLE) 2003 I BG . k VGO AMEND. 2003 IMG IN/GO AMEND. 2002 NEC INGO AMEND. 2003 IECC IN/G0 AMEND 1 • 0 2 5 STATE OF COLORADO DIVISION OF HOUSING} PLANS APPROVED SI ,iECiTOFluaiSPEC7iON 0 1 i2 / "1020 pup KATY W. HODS TON, TX 11024 ❑APPLIES TO STATE SHEET INDEX D7.3GRIFTION (OVER SHEET,SHEET INDEX t BUILOIN6 DATA NOTES. SYMBOLS 4 DEFINITI0 i FL6?OR PIANS EXTERIOR ELEVATIONS 4 INTERIOR ELEVATIONS 5 ELECTRICAL PLANS 6 SCHEDULES 4 NOTES T BASE PRAHE PLAN EXTERIOR FRAME ELEVATIONS INDEX 4 BUILDING DATA ®•MN MR D. 14.14MAN 1 = UPC „oar+-wo ROOF FRAME PLAN I0 GROSS SECTIONS 11 SLOCK1N6 PT. / ANCHOR PLAN SHEET 12 13 DETAILS DETAILS l4 DETAILS 13 DETAILS j6 NOT USED 0 yo ie 5m I5 6" 4'-1!46- 4.-4 X16 D 6" 4V-43/6•4'46 0 _t'+:,:'r STANDARP LEASED UNITS IO' -O" WIDE *ROUND MOUNT UNITS FLOOR PLAN MUM 01111111101111111111111100 MINIM ss 1 U IF V if rn i rt .D 0 m rn -u b IND vv, C (A —1 am zo a0 o zo Gi o STANDARD LEASED UNITS 10'-O" WIDE GROUND MOUNT UNITS IO' LEASE UNIT (8'-8' HT. MAX.) A I� �1 ti 9 lP R 9 BLOCKING PT. / ANCHOR PLAN rNywwwr.dayaw imp raw.. 111111111M �e !•RONT VIEW m STATE OF COLORADO DIVISION OF HOUSING SEP 20 2005 TIC DOWN PLAT; APPROVE TORIC POCKET DETAEWt•AN moon) BOTTOM CORNER DET. PLR.. PAN TO RAIL GOHA4. PET. INTERIOR SIDING ATTAGI- D TO STUDS IN/ I" TYPE S +2 eL LE NAD SELF -TAPPING SCREWS SPACED AT B" O.G. 1112x24x2" PFH 14 WINGS MECH. FASTENER o b' O.G. ALONG EDGE 12" IN FEELE7. FLOOR SUPPORT ANGLECTYP) OPTIONAL VGT TILE(TYP) PLYWOOD (TTP.) VINYL COVE EASE 51UP PANEL (Tti'PJ M.M.I. CORNER GONN.[NOT 1.5.0 CERTIFIED) FLOOR 5eGT1ON AT ENOPP AME FLOOR PANS {TYP) [e] GORIER POST OUTER RAIL 11014__ dL,0:49111"°.- OWN 2005 10111 jiks‘'' 145'fil ftr,IRE 4 t STEO rr_G�.�. Dlv;SIGNOFFiG( iV( RAIL J H A p. iactos m waa llfi CORNER CONNECTOR eoTS03"1 CORNER GGNNEGTION DETAIL w2Mva SHEET 12 rArmiamb OV4 LeASe1' 15, 201 ` e ular AlriMucher Vendor Name TPI INDUSTRIAL Remittance Address 2471 RIVERSIDE PARKWAY STE. A GRAND JUNCTION CO 81505 Vendor Number 6295 Purchase Order Number If Purchase Order is complete check box: CI Special Instructions For Warrant THIS IS A REFUND Prepared By: BECKY WHEELERSBURG By signing below, I certify that all items payment. Department Head Approval: Total $ 12.91 d/or services have been received, inspected, and accepted; and that this amount is correct and proper for DATE: December 2, 2011 TPI INDUSTRIAL Vendor Invoice Number Fund Dept Sub Dept Account Project # (if applicable) Linc Item (64 Characters or Less) Brief Description (64 Characters or Less) Invoice Dollar Amount Invoice Date 11/29/2011 BLCO-11-11-2291 100 17 070 3400 BUILDING REVENUE REFUND OVERPAYMENT OF BUILDING PERMIT FEE $12.91 Prepared By: BECKY WHEELERSBURG By signing below, I certify that all items payment. Department Head Approval: Total $ 12.91 d/or services have been received, inspected, and accepted; and that this amount is correct and proper for DATE: December 2, 2011 TPI INDUSTRIAL Memo TO: Becky Wheelersburg FROM: Vola Mercer CC: DATE: 11/29111 RE: BLCO-11-11-2291 APPROVAL BY ANDY SCHWALLE NO REASON FOR REFUND: Owner overpaid for building permit. AMOUNT OF REFUND: $12.91 THE REFUND SHOULD BE MAILED TO: NAME: TPI Industrial MAILING ADDRESS: 2471 Riverside Parkway, Suite A Grand Junction, CO 81505 T:\Code EnforcementlSign Permits\REFU ND- memo.docx VENDOR #: (OW 3 ACCOUNT #: 1 C _3 LA 0 0 ACCOUNT NAME: 1 Permit Card Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470 POST ON SITE Permit NO BLCO-11-11-2291 Permit Type: Commercial Building Work Classification. New Expires: 05/27/2012 AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Commercial Building Parcel #:217136300007 Owner's Name: Williams Production RMT Job Address: SEGT36TWN6RNG96 PARACHUTE. CO Owner's Phone: 970-683-2288 Total Square Feet: 300 Contractor(s) Williams Production RMT Phone Primary Contractor (970)285-9377 Yes Work Description Inspection Scheduling Code Inspection IVR Comments Pass Date FIRE DISTRICT INSPECTIONS (PLEASE CALL FIRE DISTRICT) Footers 105. , .,L. 61/c /2 7s// Foundation Walls 110; Framing 115. Drywall 120 Final 125 6A., -7214— /-:4 Misc 135 Insulation 160 Grout 175 Mechanical 405 UG Plumbing 605 Rough Plumbing 610 Gas 620 ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE VVHEN CONSTRUCTION IS STARTED For Inspections Call: 1-888-868-5306 • \ \ • \ PUMP BUILDING 7 CEHMICAL POND 3 BUILDING 5 (9171.-00-/E0-600e4) bbl -00-ZZO-606Z#) ) d— r/ IV b 0teis (L!0 00 b!0 60bZ#) dW0 ANV Wb 01Wd NOIlOnQOHd SWbiIIIM PUMP W W 0 0 I c 0 L' BUILDING 3 VOC COMBUSTER IELD SKIM, POLISHING. 01 RAGE A D SAND SOLIDS T MCC BUILDING -n r a G STORAGE AND WORKING TANKS PUMP BUILDIN STORAGE AND WORKING TANK • EA VOC COMBUSTE NORTH PUMP B DING 4 JI CTION 0 25 50 100 200 ATER INJECTIO TANKS DISTANCE IN FEET INJECTION EL BUILDING ICAL POND 1 FIELD WATER STORAGE W/FLOATING COVER RAC LOADOUT :ONTAINMENT DRAIN TANK ELECTRICAL TRAN RESTROOM OFFICE BUILDING UNLOAD BUILDING 1 SOUTH POND PUMP BUILDING 2 SOUTH POND MER — MQC/CONTROLS AIR COMPRESSOR OR PUMP BUILDING 1 NORTH POND CHEMICAL_ BUILDING 2 POND 2 FACILITY STORAGE AND CLEAN WATER RECYCLE / CHEMICAL j BUILDING 4 PUMP BUILDING 6 POND 2 CONDITIONS OF PERMIT BLCO-11-11-2291 Williams Production RMT Parachute Water Handling Facility Mobile Storage Building Parachute, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC AND MANUFACTURERS SPECIFICATIONS. 2) ALL WORK MUST COMPLY WITH THE CONDITIONS OF THE CURRENT LAND USE PERMIT. 3) ALL WORK MUST COMPLY WITH STATE AND FEDERAL REQUIREMENTS. 4) LOCKS, LATCHES, LANDINGS PER 2009 IBC, SECTION 1008. 5) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. 6) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CERTIFICATE OF OCCUPANCY. 7) MANUFACTURED OPEN BAY OFFICE BUILDING APPROVED FOR STORAGE ONLY. 8) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR FINAL/COMPLETION APPROVAL. ELECTRICAL TRANSFORMER DEHY AND HOT OIL CONTAINMENT DRAIN TANK R DEG DEHYDRATIOfL HOT OIL SKID I 1 I 1 1 I 1 III I I f 1 I I REV DEWATERING TANKS MIXING TANKS CATCH TANK 0 r RECOVERED SOLIDS STOCKPILE CENTIFUG OIL SALES TANKS TREATING TANKS DEW }k RING TANKS VOC COMBUSTOR L:HEMICAL BUILDING 1 SKIM TANKS AND SURGE TANKS 1200-00-£9£-1L1Z O 1YVa NOf10(10Oeid SWV1111M NVdI,Tl0014/21 1lonaoeid AND TANK TRUCK STORAGE-. I UNLOADINGBUILDING TRUCK UNLOADING CONTAINMENT DRAIN TANK 1.'i Acres PE VISCS PRELIMINARY; ISSUED FOR CLIENT REVIEW REVISED PER CLIENT MARKUPS 8/24/10 REVISED PER CLIENT MARKUPS 9/02/10 DATE 8/19/10 8/25/10 bAu n'ULr ;i: Aj_, L'IIAIES INC C:RAWN: PEVSED PEP CLIENT MARKUPS 9/03/10 A 9/03/10 9/04/10 JOE BAUMBERGER CHECKED; J C. BAUMBERGER 8/18/10 CAD FILE: 20387 PARACHUTE PLOT PLAN PERMITS VX.DWG 41'1 LIAMS PRODUCTION CCMPAI';Y RMT DRAWING STATUS ISSUE DATE P',0,1ECT NUMBER 20387 !EN I REEEPENCE PRELIMINARY 8/19/10 FOR COMMENTS AND APPROVAL AP-`PCNED: MR. JOE LOBATO MR PAUL WHITE APPPOVEO FOR CONSTRUCTION REVISED & APPRVD. FOR CONSTRUCTION THIS [:Pp1Nwo? HA5BEEN P',LRARED 91 EAIILIBEPC:EF L( AS I5CIA TES, INi FOR ;TS OY,e: I.SE ANL fH.: or THE CLIENT NAI/ED IN THE TITLE BL?C,. 1kit, SHALT. NOT BE 1;:E0 FE'R AN'• ;TrIEP PiURDEEE JP EhE. IBI ItEE) TO ANY QTHFp F AF 1% 'AIH T! -,E WWI'1Eri PERMIT 90N 0r THE Cliff I.t ( e ) BAUMBERGER & ASSOCIATES, IT; P,0 Box 887 Longmont, CO 80502 (303) 440-8167 BAUJVIBERGE2 RMp' PeKAw W6•nlgq.A6 WILLIAMS PRODUCTION RUT P.O.BOx 370 PARACHUTE. CO. 61635 (970) 263-5300 Office (970) 263-5325 Fax APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD Ep.. Dat /1 / By F LD COP NO INSPECTION WITHOUT THESE PLANS ON SITE Page of Sea i745 ort/G-/f /rC � ezi//aCif WILLIAMS PRODUCTIOr. PARACHUTE WATER MANAGEMENT FACILI T FACILITY PLOT PLAN GARFIELD COUNTY, COLORADO c'n L 1",100 I DRWG, NO.: 2038700-20-7001 I 15ofT1 RE V Ca ONO DISTANCE IN FEET (L 00-00-£9£- L L d Z#) b T-40 4- t 880' TO SEC. 36 BNORY. SOUTH (APPROX. DISTANCE) STORAGE BUILDING (l LO-00-ti10-60bZ#).lNydWO0 11/Va NO ►1an00eld StW;]1,M (L00-00-£9£-ILIZ#)ANb'dw00 1 e NO Ii3pQ08d SWb(11,M Mita • • DETAIL i REV REVISIONS DATE PRELIMINARY: ISSUED FOR CLENT REVIEW 10/12/10 BAUMBERGER & ASSXIATES, INC. DRAWING STATUS DRAMA: MLC. HARRIS 03/03/11 ISSUE DATE PROJECT NUMBER 20387 CLIENT REFERENCE CHEMED: J. 6. EINMI R0E1 PRSM R 03/03/11 CAD FILE: 20357 PARACHUTE POT PLAN PERMITS Ve.DMO WIWAMS PRODUCTION C)MPNAY RMT FCR COMMENTS AND APPROVAL REVIEM! MR. JOE LOBATC AKIN:NED FOR CONSTRUCTION APPROVECt Nit. JOE LOBATO FFOR caitsmucloN THIS DRAWS; HAS WO PREPARED SY SAIMElROER t ASSOCIATES SC FOR ITS 004 USE AND !IAT OF THE CUM NMED RI THE TITLE NOCK. TIMES DRAWN) SHALL NOT W USED FOR ANY OVER PURPOSE OR DISTRIBUTED TO ANY OTTER PARTY WMM 1tE SWIM PifY31011 OF THE GLINT. BAUMIBE1t0ER & ASSOCIATES, INC. A fl Ft. M P.O. Box CO e0701 (970) 642-0423 13,2011l ParsaiallearesL otG WILLIAMS PRODUCTION RMT P.O.BOX 370 PARACHUTE, CO. 81635 (970) 263-5300 Offs. (970) 263-5325 Pox WILLIAMS PRODUCTION COMPANY RMT PARACHUTE WATER MANAGEMENT FACILITY BUILDING LOCATIONS — STORAGE BUILDING GARFIELD COUNTY, COLORADO SCALE: 1"=100' DRWG. NO.: 2038730-20-0012 1 of 1 REV.Aq ( 0 'D '.o Za 6' .�' 14'-S 5/8' ii LJ 29'-l1 1/4' Minute Man (or eauivalent) 210 JDH Concrete Anchor 36"x36"x42" Tie -Down Pad Detail Scale: 1" = 1'-0" \ a Iii iii_ .G n 4 1' 6' x 36' dla. x 54' alternate design tie -down pad, typical - see detail 36'x36'x42' tle-down pad, typical - see detail Minute Man Cor eaulvalent) 210 JDH Concrete Anchor 1'-6' / a G A a ef d ° a ti a A 0 v .. E �_ A A A 4 .1 V a . A d . a. 14 ; ea n a a C L 4 a a 4 L ( a a ° 4 a d A SQUARE TIE -DOWN PAD DESIGN Section 1 Scale: 1" = 1'-0" — Ili 2 - #4 rebar 32' long 4 - #5 vert. spaced equally at perimeter #4 collar ties spaced 12' o.c. gJ Plan View of Tie -Down Pad Location Scale: 3/4" = 1'-0" / 3' 0' 1'6' 14'-5 5/8' II' 6' A- 0 1' 6' MInute Man (or eauivalent) 210 JDH Concrete Anchor 36"dia.x54" Tie -Down Pad Detail Scale: 1" = 1'-0" d • 1' 6' 3' 0' Minute Man (or equivalent) 210 JDH Concrete Anchor N 0 E 1' 6' A d 4 a a tHIC.-%>. o a E a ef d ° a ti a A ° C a a A. L r, a4 a d L Y ti �_ A A A 4 .1 V a . A d . a. 14 ; ea n ,i117=11 - I' L L a Section 2 Scale: 1" = 1'-0" ALTERNATE DRIT,T,ED PIER TIE -DOWN PAD DESIGN 2 - #4 rebar 32' long 4 - #5 vert. spaced equally at perimeter #4 collar ties spaced 12' o.c. REVISIONS >- m 1N L REMARKS w I— Q 0 Down Fad i Parachute, Co 81635 ENGINEERING DESIGN BY CCI ENGINEERING CRONK CONSTRUCTION INC. 1129 -24- ROAD GRAND JUNCTION, CO 81505 970-245-0577 PROJECT Williams PWMF tie—down pads SCALE as shown DATE DRAWN 11/16/11 LATEST REVISION NO REVISION SHEET S1 OF__,I