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Home My WebLink AboutApplication- PermitJob Address 1 Nature of Work Use of Building No. 854. GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 Sib, Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Buildin• Per ±t 1 rjs-- to Contractor Amount of Permit$ 87:rt Date CIerk e 7 f Telephone: (970)945-8212 GARFIELD COUNTY BUILDING PERMIT APPLICATION Garfield County (Glenwood Springs) Colorado Permit # Inspection Line: (970) 384-5003 Parcel / Schedule # 7 ! if. -706- Job t " Job Address: /MK,/ (oL/ ,epwb 24 /�►,>F E 109 E3%'L"C' 1 Lot #: Block #: ' Subdivision/Exemption: Wel''QQ �. 2. Owner: lI G „si W . O CDtIo , Address. ore114 wk hJ� D � w ig 3. contractor 0.0e + rato f*d,dress://+5 f u,..kaal AP.hgf L Brio—S5� :ll ,f 4. ArchitectiEnglneer:tretb,� Sek M f .. 1.4K l Address:��cJ � Kt TGF . Sfis9sV ti o": `t.sl�.l'6 q 0.• a 3dG --j 5 Sq Ft of Building: o T [O Sq CSC p / Cot: Height: # of Floors: il 6 Use of Building: e--; ,,---- 7. Describe Work: 1 A. r l+ Yi* f re r 6tatt t}t1`t"' LCI 91(14*i+ i+ S Class of Work: Ne 0 Addition 0 Alteration 0 Move ❑ Remove y Garage: y �,y ❑ Single 0 Double Carport: 0 Single 0 Double 10 ❑ Driveway Permit 0 On Site Sewage Disposal (Septic) 0 Site Plan Valuation of Work $: /07t h ' Jr) Adjusted Valuation $: (''7r 5 ' Vv Special Conditions: NOTICE ASEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED SY THESTATE OF COLORADO, THIS PERMIT BECOMES NULL ANET VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FORA PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. !HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO EE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF THE PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OFANYOTHER STATE OR LOCAL LAW REGIJtATINGCONSTRUCTION ORTH--ERFORMANCEOFCONST UCTIO . �/�� , } t — Plan Check Fee: —W/4, / Permit Fee: LO 9s9 i c Total Fee: / 8 O' 0 i Date Permit issued: GCC Group: / Construction Type: 1 �I'�!�( z0fling: .17th .4.-.'/% , ..S, -too o/y "'poi auiding SE nature of • or or Authorized enth. In; read s % /.natceabove. f r� 4111-,1 `.. + /a.x-OZ _ Setbacks: Manufactured Horne: _ _i!!i Del, ,rim- tApptoval1Date PFannln9De. -rim: 7 proval! ale ESDS # & Fee ; . AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR ANDIOR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY 1NITJ-I ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN A,III T1-IPPF 1T ,R1-1611 RFrCM1AP Mill l AND %inln THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION nr: TI-IIC II IRIRr11r`T1nM THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES QR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION REST SPECIFICALLY WITH THE ARCHITECT, DESIGNER, Pal III r,o4 Akin P11A1TICp r`rllAAACTITC 40C ITITCTIn>=n T/l qC nrooecD1/ATI1rc Aron 11,1 CI IP011DT (1C TWF ellAlTIGOC 170TI DCCT Garform.1703 L I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (INITIAL) 106 Avp 4(cut - THE FOLLOWING ITEMS ARE REQUIRED BY GARFIELD COUNTY FOR A FINAL INSPECTION: 1.) A final Electrical Inspection from the Colorado State Electrical Inspector; 2.) Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3.) A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4.) A complete bathroom, with wash bowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5.) All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1994 UBC requirements; 6.) Outside grading done to where water will detour away from the building; 7.) Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C,O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION OF PREMISES UNTIL ABOVE CONDITIONS ARE MET. I UNDERSTAND AND AGREE TO ABIDE BY THE ABOVE CONDITIONS FOR OCCUPANCY, USE AND THE ISSUANCE OF ARTIFICATE OF OCCUPANCY FOR THE DWELLING UNDER BUILDING PERMIT # St4" Signature: Date: 0.6id 2.-- anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot. up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property (Ines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 40% or more on propertiiernust be show on site plan. Yes 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes No Not necessary for this project X 3. Are the plans submitted for application construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes No Not necessary for this project 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes___ No Not necessary for this project 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes_) No Not necessary for this project 7. If the building is a pre-engineered structure, is there a stamped, signed engineered 2 foundation plan for this building? Yes A No Not necessary for this project 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes_ No Not necessary for project 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes X No Not necessary for this project 10. Do the plans include design Toads as required under the Uniform Building Code for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes `Y( No Not necessary for this project 11. Do the plans include design loads as required for floor loads under the Uniform Building Code Chapter 16 and Tables 16A, 16B and 16C? Yes No Not necessary for this project X 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes X No Not necessary for this project 13. Is the wind speed and exposure design included in the plan? Yes )0 No Not necessary for this project__.__.,_. 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceilingjoists, roof rafters or joists or trusses? Yes No Not necessary for this project 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes X No Not necessary for this project 16. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing grade contours? Yes__ No Not necessary for this project 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes No Not necessary for this project X 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 31? Yes No_ Not necessary for this project 3 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes X No Not necessary for this project 20, Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes ), No Not necessary for this project 21, Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No Not necessary for this project X 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes k No Not necessary for this project 23, Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the Uniform Building Code Table 5-A) Yes _ No Not necessary for this project__ 24, Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes No Not necessary for this project X 25, Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes X No Not necessary for this project 26, Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes No Not necessary for this project X 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes _ NoNot necessary for this project X 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes )C No 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No Not necessary for this project 4 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes X No 31. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes < No 32. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road impact" fees required, at the time you pick up your building permit? Yes ,% No 33. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes )& No 34. Are you aware that the person signing the Permit Application whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, signing the application is the party responsible for the project complying with the Uniform Codes? Yes < No 35. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale, in the afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 4:00 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. 36. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-860 . Yes No 37. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes X No 38. Are you aware, that on the front of the building permit application you will need to fill in the Parcel! Schedule Number for the lot you are applying for this permit on prior to issuance of the buildincypermit? Your attention in this is appreciated. Yes r/ No 5 2/ f7 - ize/ -toe - icoy- I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. „ G/6 ‘627,7,44-Ady Sfgrfature Z`YAP Date Phone: .,V-' t ( days); -- ( evenings) Project Name: ,CZ.V f, " r!/l��/��.�- �,,�•'�� Project Address: 1 Q_Llovii/ry -4L Z4 if you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm 04/02 6 Steve Hackett ri1gu 1 ui. 1 From: Steve Hackett Sent: Friday, September 27, 2002 11:59 AM To: Mark Bean; Tamara Pregl Subject: Public Service Co- Reminder for tile. Regarding Public Service Co (Excel) permit applications for a Special Use Permit for a compressor building in RIL near Rifle, as well as a building permit for the same building. I've done a preliminary review of the building plans which has revealed that the building is not in conformity with our building maximum height restriction. It's too tail, measuring 28', 6" at the midpoint between the eave and the ridge. However, the only building height restriction mentioned in R/L refers to residential buildings. Per our Director of Planning, this issue needs to be addressed during the SUP process. Steve 9/27/2002 Uct lG-yi cr �J Lt'( ��C GLp 5 419-40 vN F°c 0-- a) St)p lovvaiTA 0 r Building Permit Application Information Public Service Company of Colorado Rifle Gas Plant Discharge Compressor Station Parcel 1 schedule Number: 2175-124-00-165 Job address: 1861 County Road 264, Rifle, CO 81650 1. Legal/Deed: 2. Owner: Public Service Company of Colorado 550 15th Street, suite 700, Denver, CO 80202 Attn: Al Morganfield 303-571-7454 3. Contractor: Mountain West Fabrication 1115 15 Road Fruita, CO 81521 Phone: (970) 858-3900 Lic. #: (Not Required in State of CO) 4. Architect/Engineer: Gerald Schmit VP Buildings, Inc. 2250 Lower Lake Road St. Joseph, MO 64504 Phone: (970) 238-7550 Lic. #: CO - 24922 5. Sq. Feet of Building 2664 Sq. Ft. Height: 26' 0" No. of Floors: 1 6. Use: Housing for a Natural gas compressor station and related equipment 7. Describe work: Foundation and building construction 8. Class of Work: New 9. Garage: None 10. Site Plan: Submitted Valuation of Work: $117,500 (Total, building & labor) VPBUILDINGS vaxeo.PRUQEN Leiter of Certification Date: 08/08/2002 Time: 1:25 PM Page: 1 of 2 tb of_ Contact: Marlin Yarmer Name: Lefever Building Systems, Inc. Address: 1787 South Ouray St. City, State: Aurora, Colorado 80017 Country: United States Project: Xcel Energy Rifle Gas Plant, Compressor Building Reference: Jobsite: 0620 County Road 264 City, State: Rifle, Colorado 81650 County, Country: Garfield, United States This is to certify that the above referenced VP BUILDINGS project will be designed for the applicable portions of the following Building Code and in accordance with the order documents which have stipulated the following applied environmental loads and conditions: Overall BuiJdinDescription Shape Overall Width Overall Length Floor Area (sq. ft.) Wall Area (sq. 11.) Roof Area (sq. ft.) Max. Eave Height Min. Eave Height Max. Roof Pitch Min. Roof Pitch Peak Height Discharge Compressor Station 37/0/0 72/0/0 2664 5896 2808 26/0/0 26/0/0 4.000:12 4:000:12 32/2/0 Loads and Codes - Shape: Discharge Compressor Sta ion City: Rifle County: Garfield Building Code: 1997 Uniform Building Code Building Use: Standard Occupancies Dead and Collateral Loads Collateral Gravity:10.00 psf Collateral Uplift: 0.00 psf Wind Load Wind Speed: 80.00 mph Wind Exposure (Factor): C (1.219) Parts Wind Exposure Factor: 1.2I9 Wind Enclosure: Enclosed Wind Importance Factor: 1.000 Base Elevation: 0/0/0 Primary Zone Strip Width: N/A Parts / Portions Zone Strip Width: 3/8/6 Basic Wind Pressure: 19.96 psf Crane Schedule Information State: Colorado Built Up: 89AISC Cold Form: 89AIS1 Roof Covering+ Second. Dead Load: 3.06 psf Frame Weight (assumed for seismic):2,50 psf Snow Toad Roof Snow Load: 40.00 psf Design Snow (Sloped): 40.00 psf Snow Exposure Category (Factor): 1 (0.60) Snow Importance: 1.000 Ground / Roof Conversion: 1.00 % Snow Used in Seismic: 25.00 Seismic Snow Load: 10.00 psf Country: United States Rainfall: 4.00 in per hour Allow. Overstress: Frm: 1.03, Sec: 1.03, Bre: 1.03 Live Load Live Load: 30.00 psf Not Reducible LL for Below Eave Canopy:N/A Seismic Load Seismic: Zone 1 Seismic Importance: 1.000 Framing Seismic Period: 0.4030 Bracing Seismic Period: 0.2303 Framing R -Factor. 4.5000 Bracing R -Factor: 4.5000 Soil Profile Type: Stiff soil (1), 4) Frame Redundancy Factor:1.0000 Brace Redundancy Factor:1.0000 Frame Seismic Factor (Cs): 0.0667 Brace Seismic Factor (Cs): 0.0667 Name Type Service Classification Method of Operation Capacity (Ton) Bridge Span Bridge Construction 5 ton Bridge crane Underhung Crane C (Moderate Service) Hand Geared 5.00 23/4/0 Single Girder Per Article 2.9 in the Builder Agreement, VP Buildings assumes that the Builder has called the local Building Official or Project Eng'neer to obtain all code and loading Information for this specific building site. The steel design will be in accordance with VP BUILDINGS standard design practices, which have been established based upon pertinent procedures and recommendations of the following organizations : American Institute of Steel Construction (AISC) American Iron and Steel Institute (AIS!) American Welding Society (AWS) [D1.1] American Society for Testing and Materials (ASTM) Metal Building Manufacturers Association (MBMA) AISC Category MB Manufacturer Certification. This certification DOES NOT apply to the design of the foundation or other on-site structures or components not supplied by VP BUILDINGS, nor does it apply to unauthorized modifications to framing systems provided by VP BUILDINGS. Furthermore, it is understood that certification is based upon the premise that all components furnished by VP BUILDINGS will be erected or constructed in strict compliance with pertinent documents furnished by VP BUILDINGS. Sincerely, VP BUILDINGS ` 3200 Players Club Circle, Memphis TN 38125- 011111111Nlifil i P.E~" ` *a �y F Reviewed by: 24922-4 1A 8843 :,s o i VPC Filo:M00213537-01OEl.vpc „ O NA i. ES ,, vis• VPC Version :3.1 r Garfield County Building and Planning Department 109 8th Street, Suite 303 Glenwood Springs, Colorado 81601 970.945.8212 Fax 970.384.3470 Plan analysis based on the 1997 Uniform Building Code Project Number: 1 Project Name: Address: 1861 County Occupancy: F1 Construction: V -N Date: September 25, 2002 Public Service Compressor Blg. Road 264, Rifle, CO. 81650 Contractor: Architect: Gerald Schmit Engineer: Report By: Andy Schwaller NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 80.0 Feet 80.0 Feet EAST Public way 200.0 Feet 200.0 Feet SOUTH Building 72.0 Feet 40.0 Feet WEST Property line 80.0 Feet 80.0 Feet Allowable area increased 100.0 for open area on 4 sides. -- Sec. 505.1 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Compressor bldg. F1 TOTAL FOR FLOOR BUILDING TOTAL -- Sec. 504 and Table 5-B ok 2664 16000 2664 16000 2664 16000 0.17 0.17 0.17 The actual height of this building is 26. feet. The maximum height of the building is i+e feet. -- Table 5-B in 2 l.. 41-1 .Z Fc, ok ok ok Code review for: Project Id.: Address: 1861 County Road 264, Rifle, CO. 81650 Page # 2 Public Service Compressor Blg. EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non -Bearing Occupancy Wall Wall F1 0 hour 0 hour EAST For Bearing Non -Bearing Occupancy Wall Wall F1 0 hour 0 hour SOUTH For Bearing Non -Bearing Occupancy Wall Wall Fl 0 hour 0 hour WEST For Bearing Non -Bearing Occupancy Wall Wall Fl 0 hour 0 hour None 3/4 hour Not Allowed Opening Construction Protection Material None Any Opening Construction Protection Material None Any Opening Construction Protection Material None Any Opening Construction Protection Material None Any Parapet Required No Parapet Required No Parapet Required No Parapet Required No No fire protection requirements for openings. Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Openings are not permitted in this wall. EXIT REQUIREMENTS: FL NAME NUMB OCC 1 Compressor bldg. 27 TOTAL 27 MIN PANIC HALLWAY/ DOOR NOTES S WIDTH HDWR CORRIDOR SWING 5.4 No N/A 5.4 No N/A Sld. g N/R N/R Code review for: Project Id.: Public Service Compressor Big. Address: 1861 County Road 264, Rifle, CO. 81650 Page # 3 Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10-B Exit width is to be divided approximately equally among exits. --- Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. -- Table 10-B For the minimum width of doors, see Sec. 1003.31.3 For the minimum width of hallways, see Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4.2 For the minimum width of stairways, see Sec. 1003.3.3.2 FOOTNOTES: FLUSH AND SURFACE BOLTS nuall o er A, -dge- or surface -mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a. door knob or surface -mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003.3.1.8 LOCKS AND LATCHES - the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003-.3.1.8 Key -locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door(s) must swing without operation of any latching device. -- exc. Page # 4 Code review for: Project Id.: Public Service Compressor Big. Ad ; .= =.- W - _,ry.unty Road 264, Rifle, CO. 81650 LANDINGS AT DOORS: loor or la g shall be provided on each side of doors. When access or persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. ---- Sec. 1003.3.1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. --- Sec. 1003.3.1.7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 200 feet. -- Sec. 1004.2.5. The travel distance for the major occupancy may be 300 feet. -- Sec. 1004.2.5.2.5 Travel distance shall not be limited within an exit enclosure or exit passageway. --- Sec. 1005.2.2 BUILDING ACCESSIBILITY: ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class C. -- Table 15-A 2) See section 1504 and ICBO research reports for requirements. A Page # 5 Code review for: Project Id.: Public Service Compressor Blg. Address: 1861 County Road 264, Rifle, CO. 81650 GLAZING REQUIREMENTS glazing material Locations: 1) Glazing 2) Glazing in in and panels Glazing in Glazing in Glazing in ardous locations is required to be of safety -- Sec. 2406.3 & 2406.4 ingress and egress doors except jalousies. fixed and sliding panels of sliding door assemblies in swinging doors other than wardrobe doors. 3) storm doors. 4) all unframed swinging doors. 5) doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. t 1r r A Garfield County Building and Planning Department 109 8th Street, Suite 303 Glenwood Springs, Colorado 81601 970.945.8212 Fax 970.384.3470 Plan analysis based on the 1997 Uniform Building Code Project Number: Project Name:Pulic Service Comp. Bld. Address :1861 Cty. Rd.264, Rifle, CO. Occupancy: F1 Construction : V -N Date:9.25.02 September 25, 2002 Contractor: Engineer:Gerald Smith Report By: Andy Schwaller NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997.UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. # SHEET IDENTIFICATION CORRECTION REQUIRED 1 2 3 Provide _1 exit(s) from this area. -- Table 10-A & Sec. 1003.2.2.2.2 Overhead doors do not qualify as egress doors. Provide a landing on both sides of door. Note: The step & size requirements. -- Sec. 1003.3.1.6 Provide a complete foundation design for this building based on the soils condition at this site. -- Chapter 18 4 Include a copy of the soils report for the site to /0.2. be built on. Sec. 1804.3 r tf 1 - Xcel Energy" PUBLIC SERVICE COMPANY September 30, 2002 Garfield County Mr. Larry Schwaller Department of Building and Planning 108 8th Street Suite 201 Glenwood Springs, Colorado 81601 Siting and Land Rights 550 15th Street, Suite 700 Denver, Colorado 80202-4256 Telephone: 303.571.7799 Facsimile: 303,571.7877 t 6 '802 G, _u COUNTY RECEIVED flCT n ?th» GARFIELD COUNTY BUILDING & PLANNING Via FAX— 970-384-3470. Original letter & plans to be FedEx delivered. Dear Larry: Attached are two new complete sets plans and formation for the proposed Rifle Gas Plant Discharge Compressor Station Project at the Rifle Gas Plant from our consulting engineering company. This should provide you with the information that may have been omitted from the previously submitted plans. Please call me at 303-571-7454 or 1-800-621-9427 if you have any questions or if you need additional information. Enclosure Sincere 7, A an organfield, 5 A, eam Lead Xcel Energy- PUBLIC SERVICE COMPANY Garfield County Mr. Larry Schwaller Department of Building and Planning 108 Sth Street Suite 201 Glenwood Springs, Colorado 81601 RECEIVED SEP 18 2002 GARFIELD COUNTY BUILDING & PLANNING September 16, 2002 Siting and Land Rights 550 15th Street, Suite 700 Denver Colorado 80202-4256 Telephone: 303.571.7799 Facsimile: 303.57t7877 970-945-8212 RE: Building Permit Application for the Proposed Rifle Gas Plant Discharge Compressor Station Project at The Rifle Gas Plant Dear Larry: Attached is the Building Permit Application information omitted from the previously submitted Building Permit information and plans. Please call me at 303-571-7454 or 1-800-621-9427 if you have any questions or if you need additional information. Sincerely, Alan Morganfield, SR/WA, Team Lead Enclosure Xcel Ener9'Y SM PUBLIC SERVICE COMPANY September 6, 2002 Garfield County Mr. Larry Schwaller Department of Building and Planning 108 8t Street Suite 201 Glenwood Springs, Colorado 81601 Siting and Land Rights 550 15th Street, Suite 700 Denver, Colorado 80202-4256 Telephone: 303.571.7799 Facsimile; 303.571.7877 RE: Building Permit for the Proposed Rifle Gas Plant Discharge Compressor Station Project at The Rifle Gas Plant Dear Larry: Xcel Energy / Public Service Company of Colorado (PSCo) and Rocky Mountain Natural Gas Company hereby submits this Application for a Building Permit for the proposed Rifle Gas PIant Discharge Compressor Station at the Rifle Gas Plant, herein referred to as Rifle Discharge Compressor Station. This information has been submitted for early review concurrent with the Special Use Application processing currently being consideration for approval by the Garfield County Board of County Commissioners on October 7, 2002. PSCo is aware that this application is being submitted for review and the Building Permit and will not be issued until the Special Use Permit has been approved. Due to the critical time constraints on the project, PSCo requests, if possible, issuance of the Building Permit upon approval of the Special Use Permit. In addition, for your information this is a joint project between Rocky Mountain Natural Gas Company, A subsidiary of Kinder Morgan, Inc. and Public Service Company of Colorado. As a point of clarification, the Company name may be confusing since our utility company name is "branded" as Xcel Energy (TV, news ads, bilis, etc.); however, the legal owner and operator of the utility facilities in Colorado is Public Service Company of Colorado. Since Xcel Energy is only the holding company or "brand" for Public Service Company of Colorado, all utility facilities and related land rights, including fee property, easements, permits, etc., are owned by, operated by and held in the name of Public Service Company of Colorado, a Colorado Corporation. As background, the proposed Rifle Discharge Compressor Station would reinforce the existing 12 -inch high-pressure natural gas pipeline that delivers gas between the Rifle Gas Plant and the Edwards Meter Station. This pipeline provides gas to Silt, New Castle, Glenwood Springs, Basalt, Aspen, Gypsum, Eagle, Edwards, Avon, and the Vail Valley. ior This reinforcement would be accomplished by raising the operating pressure of the pipeline to provide a greater throughput volume for the existing pipeline. The increase in pressure would be achieved by installing a new compressor at the outlet of the existing Rifle Gas Plant. The only pipelines required for this project would be the lead lines to connect the new compressor to the existing gas plant. The Rifle Discharge Compressor Station will reinforce the existing supply systems and allow customers located in the area to continue to receive reliable and economical natural gas service. Please call me at 303-571-7454 or 1-800-621-9427 if you have any questions or if you need additional information. Enclosure Sincerely, Alan Morganfield, SR/WA, Team Lead I INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued ., . .. ..Zoned Area Permit No AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure 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 inspec or and IMMEDIATELY BECOME ULL AND VOID. Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From, The Street Until Final Inspection, INSPECTION RECORD Footing Cly i SS -7L S % a /%5'fD - Foundation /O Underground Plumbing Rough Plumbing Chimney & Vent Gas Piping / Insulation 12—/ Z z;,,./1. -- D all Drywall Electric Rough (By State Inspector)/47-o314 Framing ! tz-oz (To include Roof in place and Windows and Doors installed). Electric Final (by State Inspector) Final »..40 Septic Final /7 Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. .;z. 0, ,. THIS PERMIT IS NOT TRANSFERABLE 0463_, AI09 8th Street County Courthouse Glenwood Springs, Colorado. DO NOT DESTROY THIS PPROEVED CARD Date IF PLACED O TSIDE R W1T> CLE STIC