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HomeMy WebLinkAboutApplicationGARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Spring , CO 81601(970) 9454212 Job Address (f1 3'53 cPe 3 o 0 Nature of Work Building Perini ± Use of Building Owner COAAAN, j14,61 't 41 Contractor No- Rat 3816x-0 441-0-3, astle" Amount of Permit$ '26a. A 2= Date atii Clerk or =r —`1 CYJYJI L'JC rRUI'i: C3LLJL'Ir'1_)- IrRaHNuJ fi7,M9 39 (YI LI: fbF'"r'4eb,.5.51JF'f F'e C F: 1' 10 G, RFIELD COUNTY BUILDING PERMIT APPLICATION 'GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO INSPECTION LINE (970)384-5003 _: TONE: � 70) 941-82]2 f �� PARCELISCHEDULE PERMIT NO. g51 IoB ADDRESS: o75D' cAsT O r: Co.) LOT NO. e.. e��0 S O. P S L C SUSDMVLSIONMEMFtION J� 170O T3RO.1.DwA 1 2 3 4 S PIO LIG Na 6 7 8 9 10 IQ. PI.OPN31IWIND V> V EOI'BWTDIWr 'so uvixtA, oft i CLAW 09W0&Y: i °?A;V1 b� 3 0AtURIIiMN ermoVst aMOM o CARPORT: O&IINIAS dVP4VBNYAYPM/7T OCT,: run SESTAINEDPJPOS AL ITEPTIQ VALUATION OF HtR:: . 9EQALegtri IIOTS: ANIUTL D VALUATION1 NOTICE A SEPARATE ELECTRICAL PERMIT 13 REWIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IP WORK OR CONSTRUCTION AUTfORILED IS NOT COMMENCED WITHIN ISO DAYS, Oft IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FORA PERIOD OF 180 DAYS AT ANY TIME AFTERWORKIS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED TILLS APPLICATION AND KNOW TI-01 SAME TO BE TRUE AND CORRFCt ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECI1:IED HEREIN OR NOT. THE. GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIO OF OTHER STATE OR LOCAL. LA GI/LATINO +� N jf> + �•' : i PERFORMANCE OF CONSTR PLAN CHECK) a PEIIMTTH'LE: G t4 —7 DATE PEicMff ISSUED: YYOZ . Zz OCC: GROUP: CONST:: TYPE: PERMISSION IS HEREBY GRANTED TO THE APPLICANT DETAILED ONPLANS AND SPECIFICATIONS SUBMFTIEDTO SETBACKS: ISDS NO. &FEE: CTOR AND /OR THE AGENT OE THE CONTRACTOR OR OWNRR TO CONSTRUCT TILE STRUCTURE AS BY THE BULL DINGDEPARTMENT. IN CONSIDERATION OF TILE ISSUANCE OIN mi 1 PERMIT, 'N- SIGNER HEREBY AGREES TO COMPLY WITH ALL BUII7SING CODES AND LAND USE EEGt LAUUONS ADOPTED BY GAEFIEID COUNIIY PURSUANT 7,O AUTHORITY GIVEN IN 35.25.201 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 REVO10311 BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE tt SHALT. BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND 0INER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER AEQUIIUNO THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER. DATA OR FRO PREVENTING BUILDING OPERATION BERM CARRIED ON TFIEREUNDER WHEN II+T VIOLATION of THIS CODE OR ANY OTHERORDINANCEORREGULATION OFTMIlS IURISTICfOIL THE REVIEW OF THIS SUBNYITED PLANS AND SPp.CWF1CATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOSS NOT CONSTITUTE AN ACCEPTANCE OF ANY BESPONSIBILffIES OR LIABILITIES BY GARFIT;ID COUNTY FOR ERRORS, OMISSIONS OA D1SCREPANC1ES. THE RESPONSIDILIFY FtIlt ';IIESE 1TEMS AND IMPiEMENTAI1ON DURING CONSTRUCTION RESTS SPECWICALLY WITH TER ARCHITECT, DESIGNER, BUILDER. AND OWNER. COMMENTS ARE INTENDED TO BE ONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST I HEREBY AC1 IOWLEFE THAT HAVE READ AND UNDERSTAND MB AGREEMENT ABOVE. v—r • •_ bS Vrr• ••••••••• • 11V11• L/1-L1 J1 Li•1I11•Ar11 ••.V J 1 LJ,J•1,.J1 1 Lt f 1 V• J! 21 J I Vl L1LJ.J.JLJ1 1 I `L 1 r • L' liJ 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 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 VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupant , use and the issuance of a Certificate of Occupancy for the dwelling under building permit 4 Signature bpcont Date Applican ELAN REVIEW CHECKLIST Date /©- 2.a. -OZ Building Engineered Foundation a5c' 7riveway Permit ±urveyed Site Plan Septic Permit and Setbacks +1. Grade/Topography 30% r4 , Plan review-File Notes ).l =it, Attach Residential Plan Review List `! Svlinimum Application Questionnaire Ld, 4 , Subdivision Plat Notes M4. Fire Department Review Valuation Determination/Fees Red Line Plans /Stamps /Sticker ✓Attach Conditions 'f App 'cation Signed Plan Reviewer To Sign Application Parcel/Schedule No. GENERAL NOTES: Planning/Zoning _Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off • Subdivision Plat Notes Road Impact Fees HOA/DRC Approval Grade/Topography 40% �___ Planning Issues 08 -13 -02 09:29am Fro-CARBON CENERGY CORP j Apps +3038631558 T -582 P.00Z /00Z F -071 ar )r r !lea • 0(7~ f/Ve! Jr 464AC6Me •tfr 1 co Coop e.6 Soh = I 3Pr.uf o.. w�f fr 1306` rS.L. 11&or �, ! tai` SANA fAk11 :14 of ,Avok ror, rel'Ni 5'0dve7 f b ( r S te.. rit,4 a3-4t1 wer). Ail oars (occt ,mss -t-ake po r . winct 7 7.1nauliks _ Ad03 isae =r-9-ekfri kJG: J. t l- t ItUI'I: tILULZi"{..HP -MH GLU `7 r L'f,]a9J9 t i'J t IU :7rLr7t G'= o...7Clrrr=1 r.`I'AYJ As of January 1, 1999: 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 ofthe 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# per ft. up to 7,000 F.D.S. and an 80 M.P.H. wind. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. 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 indicates the distance of the proposed building or addition to Property lines, other buildings, set back easements and utility easements? Yes )( No Not necessary for project 2. 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 necessary for this project 3. Does the site plan include the location, including the distances to property lines, wells, (on subject property and adjacent properties), streams or water courses ofthe I.S.D.S (Individual Sewage Disposal System) and has the system been designed, stamped and signed a Colorado . e - stered engineer? Yes No /'f'' Not necessary for this project 4. Does the site plan indicate the location and direction ofthe State, County or private road accessi the property? Yes No Not necessary for this project 2 =r- 9 -1101 ° r KUr1: CtLLRarLHI'$ HKLU 'J f e3bJ°13'I f b 1 u; tJeir.v f17F fC�33urerd f r: *' xd 5. 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 7, No Not necessary for this project 6. If the building is a pre - engineered structure, is there a stamped, signed engineered found tion plan for this building? Yes No Not necessary for this project 7. 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 !`. $. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist s aces and soffits? Yes No Not necessary for this project 9. Do the plans 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 X No Not necessary for this project 10. Do the plans include design loads as required for floor loads under the Uniform Building Code Section 2304 and Tables 23 -A and 23 -B? `, Yes No Not necessary for this project x 11. Does the plan include a building section drawing indicating foundation, wall, floor and roof nstruction? Yes No Not necessary for this project 12. is the d speed and exposure design included in the plan? Yes No Not necessary for this project 13. Does the building section drawing include size and spacing of floor joists, wall studs, ceilin j fists, roof rafters or joists or trusses? Yes No Not necessary for this project 14. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes No Not necessary for this project 3 bth' -9 -c0W1 lid: 1iiW t-RUM BLUEat'LHN[a HW `� rt4.384E,L' 116 I u: *'1Wy UPe4 5.S.SJPPFra7 P:511U 1 S. 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 t©xisting grade contours? Yes No Not necessary for this project 16. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase 11 certifications or Phase 1T EPA certification? Yes No Not necessary for this project 17. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No Not necessary for this project X 18. 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 19. 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 )( 20. 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 21. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes No Not necessary for this project 22. 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 X- 23. 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 4 =r- w -cde1 1- UI r. tiL.UtarLHNtaHKLU tx rd.sttw3w re �u:yrat'rur�wcass�rrr�r r:tf�b 24. 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 X 25. 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 s es? Yes No Not necessary for this project 26. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project 27. Have twfa' (2) complete sets of construction drawings been submitted with the application? Yes No Not necessary for this project 28. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No Not necessary for this project 29. 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 30. Do you understand that approval for design and/or construction changes are required prioro/the implementation of these changes? Yes /1/4. No 31. 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 an "Septic System" fees required, at the time you pick up your building permit? Yes , No 32. 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 Occup and occupancy of the building? Yes A No 33. Are you aware that the person signing the Permit Application whether the "Owner ", "Agent of the Owner ", "General Contractor ", "Contractor" or otherwise, signing the appliction is the party responsible for the project complying with the Uniform Codes? Yes /\ No 5 { hiain:tiLLAarLH1`EliHM J 'Vrb.3t59,39(10 I4J:vYLP"vfi?r'po,3urrref Y:ti'10 r 34. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood hi 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. 35. Are you aware that prior to issuance ofa 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 -8601. Yes % No 36. 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 timvf inspection. Yes No 37. 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 yoi are applying for this permit on prior to issuance of the building permit? Your attention in this is appreciated. Yes 40- No 1 hereby acknowledge that 1 have read, understand, and answered these questions to the best of my ability. Phone: , 4l3 — 4/44-z. Z (days); 211 3— 1716 q Z (evenings) Project Name: r V '. c •+ t T n to Project Address: 6 date i 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: Date: October 22, 2002 Project Name: Carbon Industries Comp. Bldg. Address: County Rd 320, Rifle, CO> Contractor: Occupancy: F1. Architect: Szekely Construction: V-N Engineer: Cronk 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 100.0 Feet 100.0 Feet EAST Property line 50.0 Feet 50.0 Feet SOUTH Property line 175.0 Feet 175.0 Feet WEST Property line 175.0 Feet 175.0 Feet Allowable area increased 100.% for open area on 4 sides. -- Sec. 505.1 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Comp. Bldg. F1 ok 498 16000 0.03 ok TOTAL FOR FLOOR 498 16000 0.03 ok BUILDING TOTAL 498 16000 0.03 ok -- Sec. 504 and Table 5 -B The actual height of this building is 14. feet. The maximum height of the building is,er. feet. -- Table 5 -B 2S1CIA44.7., 491. Page # 2 Code review for: Project Id.: Carbon Industries Comp. Bldg. Address: County Rd 320, Rifle, CO> EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5 -A NORTH For Bearing Non - Bearing Opening Construction. Parapet Occupancy Wall Wall ProLection Material Required F1 0 hour 0 hour None Any No EAST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required Fi 0 hour 0 hour None Any No SOUTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required Fi 0 hour 0 hour None Any No WEST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required F1 0 hour 0 hour None Any No None -- No fire protection requirements' for openings. 3/4 hour -- 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 Not Allowed -- Openings are not permitted in this wall. Parapet not required based on the building not having a floor area greater than 1000 sq.ft. on any floor. -- Sec. 709.4.1 exc. #3 EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Comp. Bldg. TOTAL 5 1 1.0 No N/A N/R 5 1 1.0 No N/A N/R 1� 1 Page # 3 Code review for: Project Id.: Carbon Industries Comp. Bldg. Address: County Rd 320, Rifle, CO> 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 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. Page # 4 Code review for: Project Id.: Carbon Industries Comp. Bldg. Address: County'Rd 320, Rifle, CO> 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 nut. 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 minimiim of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 Page # 5 Code review for: Project Id.: Carbon Industries Comp. Bldg. Address: County Rd 320, Rifle, CO> 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. 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. Nov -01 -02 15:45 Mitre SIB PLAN' f 1 6 Sorensen 970- 62.5 -0736 SECTION 23 ?PI Industrial, Inc. 23 -44 Compression Site r j.., -- ' CAS H6$ J ' P /PELIN£ / "k 4• �� / fhb N Q coraPRESSOR. SITE / 8750 P456, PRODUCTION EQU. TYP PCB i £X/SVNC 23-44 \ D tt 224' 1.9' PROPOSED 20X25' \COMPRESSOR, BLDG. I od,.fl. \ O AREA ENLARGED f/ SCALE: f % 100' / _ _,_. ACCESS ROAD 320 hivit o� ROAD o 8,451.5 OF BEARING N89'40'541- 2663:a6' P_02 0 1000 I!, l i l t 1 1, 1 Scale: 1.1=10001 LEGEND - FOUNII ROCK CORNER El SURVEY NL?IVUNfoYT Q FOUND AC LS 10971 O SURVEY MONUMENT • SURVEY CONTROL ctis UTILITY POLE XX LIGHT POLE ❑ UTILITY PEDESTAL HYDRANT OO tX) vrILITr GAS L/AL VE -o-17- SIGN EAS ELECTRIC, 6AS, SEWER T,TV TELEPHONE, TV V f1RTER au (OVERHEAR UNDERGROUND Boundary Description: Mead properly 23-44 Compression Site. A parcel of land located In the Elf2SE1 /4 of Section 23, Township 6 South, Range 94 West of the 6th P.M., Garfield County, Colorado, more specifically described as follows: Beginning at the South East corner of said Section 23 (a rack corner found in place) whence the .South 1/4 corner of said section 23 (an AL. Cap LS 10871, 2002, found in place) bears 589'4054 "W 2653.06;• thence N42'09'09 "W 170689' to the true Point Of Beginning; thence the following four courses: 1) N68:50 "4PW 100.00; 2) N46'15'43 E 100.00; 3) 668'30`47"E 100.00;• 4 546'15'43 "W 100.00' to the true Point of Beginning, enclosing approximately 0.21 acres. Notes: 1) Basis of bearing between found monuments shown: G „ O. IAetr1( Surveying and Mopping Mika Sorensen LS ttti 0076 RD. 332 Rifle, CO 81650 Voice & Fars y70 -11zs -0736 gomatrisCrotnet walaloalubjemeta FIRST SURVEY: 26 OCT 02 LAST SURVEY: DRAFTED: 01 NOV 02 I, Michael 8. Sorensen, am o Professional Lund Surveyor, P,L.S. No. 30123, licensed under the laws of the State of Colorado. The surveying and drafting work to produce this plot was 0210238 done by me or under my supervision. REVISED: SCALE: 1" = 1000' PAGE 1 OF L uPid uvi112pun©d 0 a 5 1/2' r 26' -9' out -to -out of concrete f1,_5. 7, -g. 5 1/2' delete siding notch — at door openfnps, typ delete grade Lean and footIno this area out- to-out of concrete 5._8. 5 1/2' r N N O n expansion Joint to floor and •cing as desired 1 10' 4' siding notch N 1 1/2' 2 #5 1 145 provide drainage away sat, from foundation line for min. distance of 10` #4 vert. 48' o.c. 2-- #5 Y v f4 structural fill under all concrete Section 1 Scale: 1 1' -0 REINFORCING SCHEDULE GRADE, BEAM SPECIFICATIONS — 11'x36' grade beam w/5- #5 con-, as' Top! 2 - 415 6' from top Bottom: 2 - #5 6' from bottom Intr 1 - 115 spaced equally 12' o,c, between -crop and bottom reinforcing steel Verti 1 - 414 spaced 48' o,c4 cont, top to bottom with 8' L--bend in footing under Aver 24'x12' footing with 2 - 415 cont, The underatgned design engineer specifically limits the scope of responsibIllty /liabiiffy to those items shown, discussed, and detailed on the attached plans. Crank Construction Incorporated represents this pion has beers reps red within the limits prescribed by the client and In accordance with the current accepted practice of the alvil engineering profession in the area. No warranty or representation either expressed or implied is included or intended in this plan or In any of our contracts. The following manufactured components have not been considered in the attached design documents and are exempt from the under- signed design engineer's responsibility /liability: 1. prefabricated steel building components LOADING DESIGN CRITERIA Column loadings as specified by Steel Building Manufacturer CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS SNOWN d03 J.93g 4 SUBBASE TO BE PREPARED IN ACCORDANCE WITH GEOTECHNICAL INVESTIGATION PROVIDED BY OTHERS - MIN. BEARING OF 2000 PSr PROVIDE MIN. 36" FR;, PROTE ±TION FROM BOTTOM OF F','TING TO FINISH GRADE, TYP. HEATED FOOTINGS PROVIDE ANCHOR BOLT PLACEMENT AS PER STRUCTURAL STEEL PLANS BUILDING DEPARTMENT MUST BE NOTIFIED IF DESIGN ENGINEER IS TO BE RESPONSIBLE FOR FOUNDATION INSPECTIONS. MIL NOTIFY BUILDING ,DEPARTMENT FOR ALL REQUIRED SETBACK INSPECTIONS DESIGN _ENGilExR D NQI AliLLULEIMEZMILILLQB ENGINEERING DESIGN BY If) 60 es, 0 gig 0E1 (29 0 PROJECT Wililaryts . Produc, SCALE as shown DATE DRAWN LATEST REVISION- no rnwisions A THE FOLLOWING IMAGES ARE THE BEST COPY AVAILABLE AT TIME OF SCANNING 0 CO 0) C) 5 I/2" 5 1 /2° 0315- 51 -011T Cf csNCRET 1V-4° 101 -0° 5 3/2' 5 1/z' 5 1/2° 39° -4a PPRC/OSER• T.P.I. PROJECT: BONNEVILLE FUELS racanan? GRAND JUNCTION, CO NOTES: 1. , ro sw££ra2 (a, a,71F HEa5J FRR a£ACNays 5 DEWS 2. 11111/ S S N S AT Perm S ARE 0 FACE or , 4 5 5j SEE O E TAY S 0670R sous r0 as SET 1771 !/B °SY CGLAM? d 174YATICAC 1 P rte± TRI §7 j 6a \k / {\ j \ ) 1O1--13NV 31-i1 BEST \ PY PROJECT: BON EV %Z£ FUELS c 770N GRAND J &JION, CO aV3HS 13NVd 'SNO!L3d3N OiiaVKI "11`--12:,t - , I7 . r »2 //1 )I` } s g �i ]~ !� \, �,_ ¥ I� � � `a � f » (} ■ r' m ,na: qu,00, CNn11 -1N4u mne e- inm l,a•1 Anchor Dab and ___ dams _ not ¥DC3. 2. Faundabao and aThet _w Onegn a»¥&ECS. J. Canso? a tool angnooar e _w !a_, Design. 1-7 I .4 RI Co IO.O} HMO 033N — 8 '9'J 9Z '513N*1 B07OJ C33N - 8 '09 9Z ;S13Ntld 3N1-1 3INWIJ :Nlla 7a' 9N133MS d 3N1"1 31Albii3 :1113 9N1.121-1S CF -1 f i Cr -1 CF -1 CF -1 H E 3N11 :ONIINVLIA 11VMJOIS 1n ij t) co in V P(IRCNASER• T.P.I. PRR/ECF BONNEVILLE FUELS LO CAROM GRAND JUNCTION, CO NOTES: x FOR /irLwLa! mac oe s RUE? TO CfTNL AVOW SNEEd£ 2. FOR CARE 8R4C/NG DETAILS REFER TO DETAI1 DR1157TC SHEEN J REID SLOT Ram ,40UNT CNN FOR ORE MOW 1S REQb. A l("I coo z tit v � wzZ ch oo \� \ \ \ ,/ / / / \ if x Fn rn / / \ / 4. / 1n ij t) co in V P(IRCNASER• T.P.I. PRR/ECF BONNEVILLE FUELS LO CAROM GRAND JUNCTION, CO NOTES: x FOR /irLwLa! mac oe s RUE? TO CfTNL AVOW SNEEd£ 2. FOR CARE 8R4C/NG DETAILS REFER TO DETAI1 DR1157TC SHEEN J REID SLOT Ram ,40UNT CNN FOR ORE MOW 1S REQb. A l("I coo z tit v � wzZ ch oo NOTES 1. RR /NCIITO& "WING' 4 E7A2S Riff?? TO DETAR CPAMG SPESn 2. FOR fA9fE 8,4400 DETAKS REFER TO Ot7A11 DR RYNG S EI7S. d f7ELU SLOT fZUSN PONT CRLS fa? CART DRRC/C AS iu L2 Mid ONMV d n02i gr'S FT-J8 :- 2 2C -0" • _1 PURCHr!SER. T.P.I. PROJECT: BONNEVILLE FUELS cocanaN GRANO JUNCTION, CO NOM' 1. Rio Vomit fFN.l07 OETALS REFER TO 00 1 Th A9g SHEETS 2 FOR 481E ORRC1hC 601E5 R&FE4 TO DE(4' O?4 VC SHEETS. T. FIELD SCOT MISR SIOONFCRIS FOR EABLE 8RVES9M REOR / k' 7 / _1 PURCHr!SER. T.P.I. PROJECT: BONNEVILLE FUELS cocanaN GRANO JUNCTION, CO NOM' 1. Rio Vomit fFN.l07 OETALS REFER TO 00 1 Th A9g SHEETS 2 FOR 481E ORRC1hC 601E5 R&FE4 TO DE(4' O?4 VC SHEETS. T. FIELD SCOT MISR SIOONFCRIS FOR EABLE 8RVES9M REOR EAVE STRUT 1/2" LTA. EAVE STRUT f1R5L' PURLIN BOLTS (TYF) I (2) 1/2" CO. BOLTS pUHL.IN ` ENDWALL RAFTER 1 ENDWALJ. RA500 FAME 501115 I WW) ,.. .i WELDED :it #12 X 1 7/4" S.D.S. v f X12 x 1 4SDS1 /zDla. ,I' [iYp) AT EAVE STRUT — .�... —_ — e• BOLTS (VP i & EAC4 PURLIN. — _ -i SF:OP WLLDEO -` -'� ctiP 5A-I2. X 12 X 1 1/4" SD.S. — _ WALL SAG PURLMS BRIDGING ANGLE ��_ --T - ANGLE _ (15 REM)) NOTE. 'r•• A325 BOLTS f 3 /4" J� \-SHOP WELDED CLIP WHERE WALL SAG ANGLE (IF REVD) FINE UP WRH 411116. _ ROOF FURL'N BRIDGING ANGLE, ATTACH WALL SAG ------ -^. -� GRT ANGLE TO PURLN BRIDGING ANGLE. WHEN WALT, SAG 0940LE AND PL:RLIN BRIDGING ANGLE 00 ■m� NOT LINE UP THEN ATTACH A PIECE OF "rf 119Y BRIDGING ANGLE 70 EAVE STRUT & MST PURLIN. CORNER (4) 5/8" x 1 3/4" COLUMN 0325 DOLTS M NOTE: ALL WALL SAG ANGLE AND PURLI44 BRIDGING ANGLE 15 1" X 1" X 1/8" 4 X 2D'-0" (BA -202). CORNER COLUMN TO RAFTER /FLUSH GIRTS FD -1 SAVE STRUT CONNECTION AT ENDWALL FD -2 PURLIN BRIDGING & GIRT SAG ANGLE DETAIL FD -3 r'.W. RAFTER PEAK CONN. w /aut COL. FD 2 SHOP WELDED CLIP SHOP WELDED PURLIN PURLIN 2 :DEWA+10. 1/2" OP - L 0942) 2/2" D'A. I ) BOLTS (TYE) DOLTS -) 12 SHOP I I. ENDWALL GIRT •FLOEO ; E • ALL RAFTER If CORNER _ _ GIRT , C COLUMN IO • —_� '+ I` (2) f /2^ - w BOLTS IL A r ��4 1° E. I V 4 1/4' ,� 1 ( ' CLlP — IQ OI -- GSRT SAG�ANGLE. �I -it— _ -- ATTACH TO GIRT ,J 4' O Y -�— - ^ -�_� AS RE4'D, AND TO 1 "'�-- 1 _�_w _ NEAREST PURLIN 4 1/4' 4 I /4' •LVU,N . ) -�~ ABOVE. k ' B t/4' --! f `24109 WELDED FNMA RAFTER ENDWALL SHEETING ANGLE (0) 5/8' x 1 3/4" �� A325 BOLTS 112 93300 GIRT TO CORNER COLUMN CONN. FD-5 rLUSH GIRT TO COLUMN i FDNIVNDWALL RAFTER SPLICE DETAIL FD A DWALL GIRT SAG ANGLE DETAIL ED-1.1 • !s p0 REGl314 l' ii BRACE 1'E ~ TOr * l• 51 �1f , FLAT WASHER q } TRACE GRIP s% F. d f HILLS:OE WASHER (WRAP AROUND CABLE) 7; :• 3. an i .1 27 EYE CAUL6 /IjLI''O�O$ 'G .M�t� •.w.wwww..a II I +1y s'1QYAL ES..',__ ...... � rmenorzwa� E B(�( �� �S �IBL ISBEI? PI CHASER: T.P.I. • ` 94 PROJECT: 80NN VILLE FU LS , DWG 8Y: BT' DATE 8.22 -02 ,LOB is 2086 STANDARD CABLE BRACE ASSEMBLY DETAIL. FD--9 STEEL GERI1G, CHK By DATE: DJJG° 0-1 -n 3' -G' I �' k M 03 N O CO 3TJIA3NNOG -n C m N --1 a 0 z � o {_ izr 0; rn D 70 CTI CO C!i FT1 cis ele INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO C/ 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 ' and IMMEDIATELY i CO E NULL AND VOID. S. r tot awe, r Use Addres satin Description lek ,Se backs Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 11-- 0- 02- Thlt- Foundation I }_j _oz_. Underground Plumbing Insulation Rough Plumbing Drywall Chimney & Vent Electric Final (by State Inspector) Gas Piping Final l .. ,tl 3 Electric Rough (13y State Inspector) Septic Final Framing (To include Roof in place and Windows and Doors installed). Notes: v 1 ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. ' Datel THIS PERMIT IS NOT TRANSFERABLE 109 8th Street County Courthouse Glenwood Springs, Colorado. V E DDO NOT DESTROY THIS CARD B_ ► • IF PLACED OUTSIDEOVER WITH CLEAR PLASTIC