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HomeMy WebLinkAboutApplication- PermitJob Address GARFIELD. COUNTY BUILDING, SANI'T'ATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(970) 94S-8212 INo. 8629 ,Q(13y. CR333 ,S-02-0- Cb iL5a. Nature of Work Bundling Permit Use of Building (-0-49-61, Owner Contract° ;217q.- 3// -00 Amount o€Permit$ /9 r% a . 3a Date q93 Clerk MAY -29-2002 04:12P FROM:9LIMPLFINGARCO 9703943470 70:91329 1460 GARFIELD COUN'T'Y BUILDING PERMIT APPLICATION TELEPHONE.: (7O) 9454212 NSPECTIONLINE: (970384-6003 PMtCEL/SCHEDTJL,E NO. OZ Jig 3 "1- a c, � GARFIELD COUN'£Y (OLENrwoOI] SPRINGS), COLORADO P:119 SOB ADDRESS: a y3 S 3 4 LOT No. BLOCK NO. n$Fr. vs,: o 6 BBB aD0D1iA1:110 7 D8dC1R7B2 WORK PERMIT NO. g(2 ADBITala / Da SUBDIVISION/IIi ]'ION '4880 so. Ft mos fi ressor idu 1cf i n CuuOHwUBS: err DADffi7[DN D ISITOMAYPS➢idI J�y Y. WMTms OF MOM S !•,:-/' I S ?I ,n [9ECALCctzitl=nt r DAMITAIYOV A5A1vr f c ON We SWAM D719wAL {gps)CJ MIMEO YAi4A,Tl r t IL3MOn en gipippoci L NOTICE A S@pARATs ELECTRICAL ?BMW 15 REW31170 AND MST BS MAW) &Y TIES SPATE Op COL MDO, CYOVE 'THIS PERMIT BECoME4 NUI.I, AND VOID IF WORT'. OR CONSTRUCTION AUT ORIEBD IS NOT COMMENTED I ITHIrI ISO.DAYS, oit IF CONSTRUCTION OR. WORK. I9 SUSPENDED Ott ABANDONED FOB. A PES OF HO DAYS AT ANY TDMA AFTER WORK ]8 CCMMHNCED, I HERBY CERT/FY TMT I HAVE READ ANL WCASENED IHLS APPLICATION AND KNOW THE SAME TO 9L TRUE AND CORRECT. JILL PROVL:IONS OF LAWS OOVERNIMc TRTSTYPEOFWORK WILL RE comPLIED wall WHI;'I'HEB.9PECIFIFD IdEREDI OR NOT. T}IE GRANTING OF A PERMIT moans NOT PRESUME TO GIVE AUTHORE•£Y TO VIOLATE OB_ CANCEL THE I'ROVI9IO148 OF ANY MIER. STATE OR. LOCAL LAW ABGULAIDIG CONSTRUCTION OR TEE PERFORMANCE OF COPS v. iCRO ',.r i' i`r. , ng ... - ZONING: VIS'�'"Ttat. dam. 07 >g: Q. 5 W{274 NO, mraDws atEllAWS 0.5717324.0( 3.5 4ol, FEi2.�13T FL'3i7 TOTAL PEE: 72 J 83 DATE PERMIT ULD: Ifa30 OCC: C : ByuldlsagIAF" .'"�Sr`,.Sa i' Din ADM% ,y$ANil. HOME: CONS:TYPB: SETBACKS: ]SIDS NO. & FEB: AGSMEsNP PERMISSION Is HEREBY GRANTED TO THIS APPLICANT As op,+bil CONTRAcToRAND/ORTBBAGENTOPTHECONDUCTORGROWNTsATOcoNSTRUCTTHESTRUCTUREAS DETAILED ON PLANS AND SPECIFICAilQNS SUBMITTED TO ADM EEVIEW ZD BY THE 73UILDIN DEPARTDIEE+Er. DI CONSIDERATION OF 'TEE iSSVANCI3 OFTRIS PERMIT, 'TILE 81ONER HI2i&IW AGREES TO COMPLY WITH ALL BUADINQ CODES AND LANIUs BEGULAT FNs pijoyrED BY GARFIELD COUNTY PURSUANT TO Aural Rfl Y GIVEN IN 30,21.201 CICS ASA'sENO . THE SICIVERFUR'iHER AGUES THAT IF Tial ABOVE SAID ORDINANCES ARE NOT FULLY coavaTBi3 WITH Int* TfIE I_QCATLON, ERE TIDN, CONSTRUCTION AND tsE QP7FZB ABOVE DEsCRIRED STRucltrEE, THE PEH23]T MAY T EN.E REVOKED BY D`OTICE maw THE COUNTY AND THAT THEN AND THERE IT SHA13. BI;COIoaa NULL ANI VOID. THE ISSUANCE OP A PERMIT EASED UFON PLANS, & $CIFtcATLONS AND OTHER DATA SHALL NOT PREV:EN'T'IILE BUILD= OPTICIALiTtOM TBE:REARrER REOIEEINGTHE CORRECTION OF ERRORS EN SAID PLANS, SPECIFICATIONS AND MIME. DATA OR FRO PAEVmI]"L�IG BCJTLDING O2ERATION BEara. CAHIUED ON umgEoNDER WREN' IN VIOLATION OF'T ISCODEORAn OTHER ORDINANCA ORREGUTATIONOF7TIES IiJRISDICTION. THE REVIEW OF THE SUBMITTED FLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEIBIAMER DOES NOT CONSTITUTE AN Ac EFTANCE OP ANY RESPO,NSEHLITIES OR Limazrzes BY GARFIELD COUNTY FOR ERRORS, OMesCi1ONS OR. DIECEEPANCIES, THE 73.ZSPON8BBII.flY FOR flIEE 1 ITEMS AJ D 1M LED.IBN?ATION DUR3NQ COMMOTION RESTS SPECIFICALLY WITZITBE ARCHITECT, DESIGNER, BUILDER AND OWNER CoMMENIS ARE INTENDED TOM CONSERVATIVE MW IN SUPPORT OF TER AQt i oWFIIC241blTFRFSia./! Cf777fdDlm�aD3 I HEREBY ACi�IGi+Vd-FiiIC.T}TFIAT DAVEDAVEA�i}AND VNUE.B,STAI�ST ilEi E'1'd4I8V'I'AEOaIE, {i3�iCi3AL) MRY-29- 702 04:13P FROM:BL€JGPLRNCRRCO1 9703843470 TO:9P2851469 P:2.9 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 washbowl, 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 1997 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 TRE ABOVE ITEMS HAVE BEEN COIiTPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) I5 ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAYBE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a. Certificate of Occupancy for the dwelling under building permit # 0.84,2 09-9 /6) 2j Signature Date bpcont 11W-29-2002 04:15p FROM:BLDGPLANGARCO 9703943470 TO: 9P2851460 p:4/9 Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. 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 checldist at time of application for a permit: Is a site plan included that identifies the Location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each 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 properties must be show on site plan. Yes i/ 2. Does the site plan when applicable include the location of the LS.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 x No Not necessary for this project 2 MAY -29-2002 04:17P FROM:BLLGPLANGARCo 9703943470 TO:9P2951460 P:5{9 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 ro'ec 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. Ifthe building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes )( 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 CNot necessary for projectX__ 9, Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes No . Not necessary for this project I. 10. Do the pians include design loads as required under the Uniform Building Code for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes 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 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes No Not necessary for this project 13, Is the wind speed and exposure design included in the plan? Yes 1( No Not necessary for this project 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? 3 NAY -29-2002 040.8P FRO1'1: BLOGPLANGARCO 9703843470 TO: 9P2851460 P:6/9 Yes No Not necessary for this project 15. Does the building section drawing or other detail include the method of positive connection ofall 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 X 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 11 certifications or Phase 11 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 ,X 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 No Not necessary for this project X 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 X 21. Do the plans indicate the location ofglazingsubject 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 J( 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes No Not necessary for this project Is 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 jS 4 NAY -29.2902 04:19P FROM:BLCGPLANGARCO 9703843470 T0:9P2851460 P:7'9 J 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 `1, 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes 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 )( 27. Do the plans indicate that restroorns and access to the building are handicapped accessible? Yes No Not necessary for this project X 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes ( 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 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 )( 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 'L 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 Urior to receiving a Certificate of Occupancy and occupancy of the building? Yes ;4, No 5 MY -29-2002 04: 20P FROM:OLDGPLHNGARCO 9703843470 TO: 9P2851480 P:8/9 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 625-601, Yes No 11 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 'IN No 38. Are you aware, that on the front of the building permit application you will need to fill in the Parcell Schedule Number for the lot you are applying for this permit on prior to issuance o the building permit? Your attention in this is appreciated. Yes No I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability, is nature 6 /2 3 Date MAY -29-2002 04:21P FROMtBLOGPLRNGARCO 9703843470 7O:9P2851460 P:9/9 /borne - Phone: 9 9/) 8.5' 90// (days); 99D" 5 ' 93 9 9 (evenings) Ci'// 97) goy -/ g9D Project Name: /N, iv,/ !'Dlo4Io) Project Address: f y,3 & Lotti )y A) ,333 Siif; to 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 plan 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 7 331 1 J 0 1 { I i r/4 r,i I 1 r 0 331 PLANT REVIEW CHECKLIST 45 Date /7_ `'0 Building i� Engineered Foundation Ckt o �� r1_ r�-t$ Driveway Permit L:74,s`%t!� Surveyed Site Plan Planning/Zoning YGrade/Topoapy 30% eptic Permit and Setbacks Pan review -File Notes g._1.4 Attach Residential Plan Review List Minimum Application Questionnaire k4 Q . Subdivision Plat Notes 11.4 Fire Department Review Luation Determination/Fees Red Line Plans/Stamps/Sticker N. Q_ Attach Conditions LVApplication Signed Plan Reviewer To Sign Application Parcel/Schedule No GENERAL NOTES: Property Line Setbacks 30ft Stream Setbacks Flood Plain uilding Height Zoning Sign -off . Subdivision Plat Notes Road Impact Fees HOADDRC Approval Grade/Topography 40% a% Planning Issues tire/5-41% �� k �'� i v,a0v ; Ater- Awe ter- Awe c ,•` -10P 041 6/-- -� 10/23/2602 21:56 5258627 ROAD AND BRIDGE / Oct b Garfield Courtly Garfield County Road and Bridge Department October 24, 2002 Mr. Kenneth Kuhn Calpine Natual Gas 120 N. Railroad; Suite C Box 661 Parachute, CO CR 333 CC: Garfield County Building and Planning Department Dear Mr, Kuhn, The driveway that you wish to place is in accordance with the Garfield County Road and Bridge Department's specifications for driveways and you do not need a permit for this driveway. This covers 2438 CR 333 and 2349 CR. 333 as this is an existing driveway. If you have any questions or problem, please feel free to contact me. Sincerely fake Mall District Foreman Garfield County Road and Bridge Department 902'Taujbrnbitugh Blvd. Suitt 305 Rifle, CO 61650 Phone: 970.8601 Fix: 970-625-8627 PAGE 01 c� 4 Garfield County Building and Planning Department 109 8th Street, Suite 303 Glenwood Springs, Colorado 81601 970.945.8212 Fax 970.384.3470 Flan analysis based on the 1997 Uniform Building Code Project Number: Date: November 18, 2002 Project Name: Calpine Compressor building Address: 2438 County Rd. 333, Silt, CO 81652 Contractor: Occupancy: F1 Architect: Construction: V -N Engineer: Carstens/Crowe 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 NORTH Property line 300.0 Feet EAST Property line 50.0 Feet SOUTH Property line 60.0 Feet WEST Property line 50.0 Feet Allowable area increased 100.% for open -- Sec. 505.1 FL NAME OCC FIRE PROTECTION 300.0 Feet 50.0 Feet 60.0 Feet 50.0 Feet area on 4 sides. MAX FLR AREA ALLOWED RATIO STATUS 1 Compressor Bldg. F1 ok TOTAL FOR FLOOR BUILDING TOTAL -- Sec. 504 and Table 5-B 4800 4800 4800 16000 16000 16000 0.3 0.3 0.3 The actual height of this building is 22. feet. The maximum height of the building is, feet. -- Table 5-B ok ok ok 1 -4 =1 Code review for: Project Id.: Calpine Compressor building Address: 2438 County Rd. 333, Silt, CO 81652 Page # 2 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non -Bearing Occupancy Wall Wall FI 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 F1 0 hour 0 hour WEST For Bearing Non -Bearing Occupancy Wall Wall F1 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. OTHER ELEMENT Interior Bearing wall Interior nonbrg wall Structural Frame Exterior Struct Frame Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs BUILDING ELEMENTS MATERIAL Any Any Any Any Any Any Any Table 6-A RATING 0 hr 0 hr 0 hr 0 hr 0 hr 0 hr None NOTES See footnote #1 FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 Code review for: Project Id.: Calpine Compressor building Address: 2438 County Rd. 333, Silt, CO 81652 EXIT REQUIREMENTS: FL NAME Page # 3 NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Compressor Bldg. TOTAL 48 2 9.6 No N/A N/R 48 2 9.6 No N/A N/R In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1004.2.4 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. -- Sec. 1004.2.6 Exit signs are required from all areas where 2 or exits are required. -- Sec. 1003.2.8.2, Exception 2 No point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1 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. 1003.3.1.3 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: Manually operated edge- 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 •J y Sieve Hackett From: Steve Hackett Sent: Monday, November 04, 2002 3:13 PM To: Mark Bean Subject: Gas Compressor Building. Page 1 of 1 1 have a permit ap for a building to be constructed over gas compressors at 2438 Cr 333. Calpine Natural Gas Co. Mamm Creek Compressor Station. Please advise of restrictions that you may know about. Steve 11/4/2002 1 Date: /7-S--- O 3 5 Garfield County BUILDING & PLANNING DEPARTMENT Code Compliance Office shackett(u garfield-county.com To: ea69m e 77e i yr (c ki L P. /2.00 L7 . 4770 DP_stve.n ,Le). Dear Permit Holder, Please refer to your building permit number 5 6 2 issued /7.2 3/0 A routine review of our open building permits indicates that we have not received a request for an inspection on this permit since a2. /2 V/c 3 . Please be advised that building permits expire, per Uniform Building Code, section 106.4.4. "Every permit issued by the building official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has commenced for a period of 180 days. Before such work can be recommenced, a new permit shall first be obtained to do so, and the fee therefore shall be one lialf the amount required for a new permit for such work, provided no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new full permit fee." Please contact this office at your very earliest convenience, in writing, to advise us about the status of your permitted work If you have not responded within thirty days from the receipt of this notice the permit will be closed and a permanent notation will be placed in the property records at the County Assessors office that indicates that the work permitted was not inspected, is not approved and that the building or area may not be legally occupied. Thank you for your cooperation. 4ixm 1foQufay Dave dead Building Inspectors 108 8th Street, Suite 201, Glenwood Springs, Colorado 81601 Page # 4 Code review for: Project Id.: Calpine Compressor building Address: 2438 County Rd. 333, Silt, CO 81652 LOCKS AND LATCHES: Regardless of 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. LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for 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. VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 Page # 5 Code review for: Project Id.: Calpine Compressor building Address: 2438 County Rd. 333, Silt, CO 81652 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in 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. P. 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. SW 1/4 4001 GUY MIRE (TYPICAL) --RADIO TOWER GATE SOLAR PANEL BUILDING 0 SMALL U/G TANK 300 BBL TANK U/G TANK ABSORBER . SEPERATOR SEPERATOR ..0USEPERATOR ""/ill f(� ELJ1 lPIPELINE 0 U/G TANK a SLUG SEPERATOR £ ©SMALL BUILDING �rS`I�G • SELECT. BOX 300 BBL TANK 300 BBL TANK FOUR CONCRETE PIPE SUPPORTS 4' HIGH 36" PIPELINES (ELEVATED) ii METER (TYP.) VH IL oda- Qlla' p.r14 i, EXAUST STACK to " u! a • \ °pii+'� Qo �i-EXAUST STACK •\\... , fV U�r \\\\ �i\ \ \ U CALPINE NATURALtGAS COMPANY AS -BUILT PLOT PLAN MAMM CREEK COMPRESSOR STATION LOCATED IN SECTION 30, T6S, R92W, 6th P.M. GARFIELD COUNTY, COLORADO. a o SCALE BASIS OF BEARINGS BASIS OF BEARINGS IS A G.P.S. OBSERVATION. EXAUST STACK Section Line SW Cor, Sac. 30 1981 Bross Cop on S(eef Post 0.4' High, N -S -E -W Fenceline Intersection NW 1/4 30 SE 1/4 CERTIFICATE TNIS IS TO CERTIFY THAT THE ABOVE PLAT WAS PREPARED FROM FIELD NOTES OF ACTUAL SURVEYS MADE Bypm Oii' 0EI--MY--- - SUPERVISlON AND THAT THE SAME ARE iliU _ iC CC RE.Cr7TO THE BEST OX' MY KNOWLEDGE AND BELIEF -1 ►t.5t a°ter°' 4/;mf Nel REGIiiTEREt LAN9 Tgft, REGLITRATDN NO. 11492 gO�L�OR�a Qti(� OF S8956'24'£ - 4281.11' Afeas.? F' _07''',19' 07' ',19' STATE, SE Car, Sec. 30 Alum. Cop • = SECTION CORNERS LOCATED. 31 NE 1/4 1 1 1 1 1 1 1 1 1 1 1 1 i .1vA Yeh and Associates, Inc. Geotechnical Engineering Consultants August 16, 2002 Cal Pine Natural Gas Company, L.P. 61 Hackberry Lane Parachute, Colorado 81635 2910 S. Tejon Street Englewood, CO 80110 Tel.: (303)781-9590 Fax: (303) 781-9583 420 Seventh Street, Suite 100 Glenwood Springs, CO 81602 Tel: (970) 384-4500 Fax: (970)384-1501 Project: 22-038 RE: Foundation Report for Pre -Engineered Red Iron Building, Mamm Gas Compressor Station, Silt, Colorado Dear Sirs: Yeh and Associates, Inc. has completed a geotechnical investigation at the subject site located outside of Rifle, Colorado (Figure 1). The purpose of this study was to develop foundation design criteria for the proposed pre-engineered building. It is our understanding that the project includes the construction of a 40 by 122 -foot pre- engineered red iron building around the existing gas compressors on site. Four -foot square footers will support the main columns, 30 -inch square footers will support minor columns, and there will be an 8 -inch thick stem wall at the perimeter. Foundations for the gas compressors have already been constructed and will not be connected to the new building foundation. 1.0 Subsurface Conditions A field investigation was conducted on June 24, 2002. Two test pits were excavated to depths of approximately 10 feet and logged by a Yeh and Associates, Inc. representative. The locations of the test pits are illustrated in Figure 2. Bulk samples and relatively undisturbed California samples were collected from the test pits. The subsurface conditions encountered in the test pits are presented at the end of this report. Artificial fill consisting of sandy gravel was encountered at the surface to a depth of approximately one foot. Natural on-site materials consist of a dry, medium stiff, reddish brown, sandy clay from approximately one foot to six (TP -2) or eight feet (TP -1) overlaying a dry, medium stiff, light brown, sandy clay with some gravel. Bedrock was not encountered in the test pits to the excavated depths of approximately 10 feet. In the wash adjacent to the site, sandstone bedrock appears to be approximately 20 feet below the site elevation. Ground water was not encountered in the test pits although oxidized zones were observed, indicating water flow through the soil. Laboratory testing of representative samples included in-situ moisture content, natural dry density, gradation, Atterberg limits, water soluble sulfates, pH and swell - consolidation. A summary of the laboratory test results, gradations, and swell - consolidation curves are attached. a r Pomba Compressor Station Rifle, Cbiorado Project No. 22-021 2.0 Foundation Recommendations In our opinion, the pre-engineered structure can be supported on conventional square footing foundations that bear on the undisturbed native materials. Laboratory test results indicate the on site soil has a low collapse potential, The following foundation design criteria may be used: Maximum allowable soil bearing pressure: Minimum footer width: 2000 psf 30 inches Care should be taken so that the natural soils below the foundation level are not disturbed or loosened. Soil that is loosened or disturbed during the excavation should be recompacted to at least 95% of Standard Proctor density at a moisture content near optimum. Prior to footing construction, we recommend the upper one foot of foundation soil be scarified and recompacted to at least 95% of the Standard Proctor density and near optimum moisture. Exterior footings should extend below the frost depth as recommended by the building department for this site. The stern wall should be designed to resist lateral earth pressures that may be roughly estimated by using an equivalent fluid density of 50 pcf. This is based on assumptions that there is adequate backfill drainage, the ground surface behind the wall is level or sloped away from the structure, and that the soils excavated during the stem wall construction will be used as backfill. 3.0 Drainage Perimeter grades should be sloped away from the structure in all directions. These slopes should be sufficient to provide for the rapid flow of water away from the foundation with a minimum slope of 10 horizontal to 1 vertical. Water discharge from rain gutters and roof downspouts should not be allowed to enter the foundation wall backfill. 4.0 Cement Type A water soluble sulfate test was performed on a sample obtained from the site. The concentration of water soluble sulfates measured in a sample obtained from the fill material in the test pit is approximately 0.217%. This concentration of water soluble sulfates represents a severe degree of sulfate attack on concrete exposed to these materials. The degree of attack is based on a range of negligible, positive, severe and• very severe as presented in the U.S. Bureau of Reclamation Concrete Manual. Based on this information, we recommend all concrete exposed to the on-site fill materials contain sulfate resistant cement with Tess than 5% tri -calcium aluminate (Type II 2 Pumba Compressor Station 'Rifle, Colorado Project No. 22-021 modified or Type V). Concrete should be a relatively rich mix and should be air entrained. 5.0 Limitations This report has been prepared in accordance with generally accepted soil and foundation engineering practices in this area for use by the client for design purposes. The conclusions and recommendations submitted in this report are based upon the data obtained from the test pits and the proposed type of construction. The nature and extent of subsurface variations across the site may not become evident until excavation is performed. If during construction, fill, soil, rock or water conditions appear to be different from those described herein, this office should be advised at once so reevaluation of the recommendations may be made. We recommend on-site observation of excavations and foundation bearing strata by a representative of the soils engineer. Collapsible soils occur on this site. These soils are stable at their natural moisture content but are highly compressible with the addition of moisture. The behavior of collapsible soils is not fully understood. The collapse potential of any particular site can change erratically both in lateral and vertical extent. Moisture changes also occur erratically, resulting in conditions that cannot always be predicted. The recommendations presented in this report are based on the current state -of -art for foundations and floor slabs on moisture sensitive soils. The owner should be aware that there is a risk in construction on these types of soils. Performance of the building will depend on following the design and construction recommendations and on proper maintenance after construction is complete. Since water is the main cause of volume change of these soils, it is necessary that the changes in moisture content be kept to a minimum. This requires judicious irrigation and providing positive surface drainage away from the building. Any distress noted in the building should be brought to the attention of a professional. Sincerely, YEH AND ASSOCIATES, INC. es%vp4 REQ, Gamma'% 4c;•.% : 33993 �• `? e :* �!(4 -Q A� l M.rilyn Dodson, P.E. Reviewed by Shan -Tai Yeh, P.E. 3 T North 0 0.5 1 MAMIM COMPRESSOR STATION 2 miles Hunter Mesa, Garfield County, Colorado SIZE MAP FIGURE 1 )A Yeh and Associates, Inc, Con altixg Geotechnical Engineers 420 Seventh St., Suite 100 Glenwood Springs, CO 81601 Phone: (970)384-1500 Fax: (970)384-1501 � « � aft ;ipieC; No./Code } Test Pit Location Map ( 2 \ 9 ± m ) FrA Yeh and Associates, Inc. Project Number. 22-038 Project Name: Mamm Compressor Station Geotechnical Engineering Consultants EXPLORATORY BORING LOG Structure Location: Route: Co Rd 333 County:Garfield Date Drilled: 6/24/02 Driller: Top Hole Elev.: 0 (ft) Station: Method of Drilling: Back hoe Water Elevation: None Date: Coordinates: Geologist/Engineer: B. Peters Boring #:TP -2 Page 1 of 1 Elevation (ft) .0 ra Symbol Modified USCS Description of Materials Comments Recovery Test No. and Type Drive N —0 — 2 — 4 —6 — 8 —10 — 12 —14 — 16 —18 — 20 Water level upon completion Elev. Date: 0-1' Sandy GRAVEL, compacted fill Bulk Belk sample 1 Hand Sample Sample 2 Hand Sample Date: Time: 1-6' Sandy CLAY, CL, medium to low plasticity, medium stiff, reddish brown to light brown, dry, lightly oxidized zones Sample #1 @ 5 ft Sample #2 @ 6 ft O • • O • 6-10' Sandy CLAY with some gravel, CL, low plasticity, medium stiff, very Tight brown to white, very dry, clasis are subrounded alluvial gravel to angular, weathered sandstone T.D.10ft No groundwater encountered Water level upon completion Elev. Date: Time: Water level (more than 24 hours) Elev. Date: Time: 1'I' 1 Yeh and Associates, Inc. Project Number. 22-038 Project Name: Mamm Compressor Station Geotechnical Engineering Consultants EXPLORATORY BORING LOG Structure Location: Route: Co Rd 333 County:Garfield Date Drilled: 6124/02 Driller: Top Hole Elev.: 0 (ft) Station: Method of Drilling: Back hoe Water Elevation: None Date: Coordinates: Geologist/Engineer: B. Peters Boring ##:TP -1 Page 1 of 1 Elevation (ft) Q ... m g In Symbol Modified USCS Description of Materials Comments Recovery Test No. and Type Drive N 10 12 14 16 18 20 0 Elev. Date: 0-1' Sandy GRAVEL, compacted fill Bulk Bulk Sample 1 Hand Sample Sample 2 Hand Sample Date: Time: /7://7 / 7 / 1-8' Sandy CLAY, CL, medium to low plasticity, medium stiff, reddish brown to Tight brown, dry, lightly oxidized zones Sample #1 @ 5 ft Sample #2 @ 8 ft Z j/ 8-10' Sandy CLAY with some gravel, CL, low plasticity, medium stiff, very light brown to white, very dry, clasts are subrounded alluvial gravel to angular, weathered sandstone T.D. 10 ft No groundwater encountered Water level upon completion Elev. Date: Time: Water level (more than 24 hours) Elev. Date: Time: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 co m 9 N E z a) Q. V 12 5 Ce L W a 6. 06. CO fts C J cr pg U LLI Cna.E z Q) aO UScS Classification U 0 0 0 0 0 C 00 eye_ U • y N U , 1 , 1 1 1 c fq v O , d; O 1 i a) 7 To rc , , , , 1 , A'E to a) 0 a ...2, Q. 1 ai , L 11.11 a) ,r, 0 Atterberg EL 1 1 1 0) l CL ss— iO i 10 1 .I co ' 1 1 N 1 Gradation v 0 Ca cs ll. ..i.,-, cr) 01 co o co ' , N , , V m Q) .-. o C7 0 1 1 1 co Natural Dry Density (Pc M trj O 1 1 1 1 , 7, C = Q) .-. o o p Z U 6 , , ° Sample Location Depth (ft) LC) 10 10 u7 CO R Boring NO. F- r F— N F— fa.N F- N F- CV F- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Iv 0'4 it Consolidation( -)/Swell(+), % n A w N .-. o . N w .PT t- i::, O G G Q O C O O O C 1 f t ■ ■ 1 ■ ■ 1 1 1 • • Graph 1 . r r r r r r r . . r ■ . . r WATER r ADDED . . . _ _. -...v 0.1 1 Applied Normal Pressure, 4.0 , 10 100 ksf — . 1 Graph 2 3.0-� WATER ADDED 2.0 —� o . r • • 1.0 -15 76 0.0 . •. ^ - • •co . -1.0 :� O 4 • • r -2.0 -• c -3.0 o U -4.0 - -5.0 .-- -6.0 0.1 1 Applied Normal Pressure, 10 100 ksf Graph Number Boring Number Depth, ft Natural Dry Density, pef Moisture Content, "v. Consolidation(-) /Swell(+), % Soil Description SWELL / CONSOLIDATION TEST 1 TP -1 5 95.3 5.8 0.0 CLAY, some sand Drawn By: WG 2 TP -2 5 - - -0.4 CLAY, some sand Checker{ By: SY YETI & ASSOCIATES, INC Date: 7/3/2002 Job No.: 22-038 Revise 4, Date 6/02/02 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 U.S. Standard Sieves Sieve Openings In Inches uaNwZa2I1NID I3d N 0 V01 b 0 00 0 O1 0 0 .--e 1)2" 1" �4" )2" An, 4 8 10 16 30 40 50 100 200 .037 .019 .009 .005 .002 .001 E i 1 1 1 1 1 1 1 1 1 1 1 1 1 E 1 1 1 E_ 1 7 c•1 tf 00 orn 000 e in 'oNISS1M .LN1rIad O O N 0 O v1 0 0 0 v1 0 n 0 0 rtl Cct CO �7 aCg yy �y+ Sandy CLAY with some gravel a n 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 U.S. Standard Sieves Sieve Openings In Inches 0 0 3,1� M 0 0 00 Mk m 00 O W aarudnaa mamma d h O n 0 00 0\ 0 rn 0 i O ri 0 Q 0 Q 0 000 DNB im TSaa $a O 0 0 0 0 0 a 0 0 0 4 w 0 z SOIL DESCRIPTION/CLASSIFICATION LLr a o oo0 A E4 O ri 0 Q 0 Q 0 000 DNB im TSaa $a O 0 0 0 0 0 a 0 0 0 4 w 0 z SOIL DESCRIPTION/CLASSIFICATION LLr a o oo0 A E4 INSPECTION WILL NOT `t: E MADE UNLESS hf BUILDING PER$IT GARFIELD COUNTY, COLORADO Date IssuedIOI Zoned Area AGREEMENT Permit Na wj.'� ee i{;..; In consideration of the issuance of this permit, the. applicant hereby agrees to coi'n'piy 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 revolicd by notice from the County Building Inspector and IMMEDIATELY OME NULL AND VOID. ' Use \--0 r r Address or Legal Descriptio' i 1+0= t]wneGA . k ' Contractor f 4- 3- I i 4 Sa Setbacks Front Side Si4g Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing r 4., 40 • ; 44 , 00 /ate Foundation Underground Plumbing ,v6r,t, Insulation ✓ : °k'ilt `' ' Rough Plumbing a--- Drywall 6 Chimney & Vent ztioitt, ;Gas"Piping; ,kr =�",: ,� Final )1../ .n A �'ho 0, , , Septic Final Framing H-1. -,0 '4 V , :' 1; " (To include Roof in place and Win Os and Door ,t sta le'd). ,Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE, 1VERING - WHETHER INTERIOR OR EXTERIOR, UNDERGRO1 s 4 OR ABO AR9UND. Phone 384-5003 THIS PERMIT IS NOT TRANSFERABLE 109 8th Street Conn t Courthouse Glenwood S ving4 Colorado. APPROVED Date By, IF PLACED OUTSIDE - CO t WITH CLEAR PLASTIC