The URL can be used to link to this page

Home My WebLink AboutApplication- Permit• Garfield County Building & Sanitation Department 108 r Street, Suite #201 Glenwood Springs, Co. 81601 ^� Office- 945-8212 Inspection Line- 384-5003 (D\ Li� ( l /9\ eUl Job Address r /i� (Pn f l �` 1 Nature of Work Building Permit Q%/ 7/ - , �P� r_Tr / J-fri/1///Win Use of Building DPP EY- C Owner �tLiL�`–/Q/? Contractor=r—rn jSjrf2 Amount of Permit $ �-�T339 / / Date = - 05 NO. cl�17 Clerk Stv-4-Cuy1 bG: 1b1' I-KUPI: tILUI,NLHNI3PttI-U 7 ruj1:14.I4 (el I U: 7Y1N7 (eled4diild Yrd r Y: 1' 111 GARFIELD COUNTY BUILDING PERMIT APPLICATION INSPECTION UNE: (970)384 5003 TELEPHONE: (970)9454113 Oi' € elf. TOB AIDRESI: y?89 County Roca air, Parac.4ute, C o S 1635- DLOclCNO. &U$DIVRION/87O1fr10N OAAFIFID COUNTY (OIENWOOD SPRNDB). COLORADO PERMIT No. 1 4 1 1 PARCEUSCHEDULE NO. a/ 7/'3301. -0 o -ol y 1 LOT NO. 2 1 Wil/Rams Proc4scfiOn 3 "nn TPI rndustri45-roc. 4 I .. Nano War 5 a".' 3Axso r- /6.00 ../0.515 . /05$ c R .I/S P4rac/+ute. Co 5/ 63.5" ,XI.. 'SSS �n unc#(OnNCrtcc) r/SetS Grand socoo 2 E. 81st Street Broken Arrow • oKkAanut ?WV arc"' See 5-.%P Ptar, "` IS- 1377 rut 970 ;y3 -y61/ „ 9,! As'- ts7/ 1:00W16/ _/6 Ian ucw aoa/067 IffLOIRCOIS r 6 I Naas .Office beig 7 I IcOfl&frect 4eh ( 064 and finis?? 0f4'/ce Spec@ 4.nd contra Roown 8 a..u.sL 9 e.muM urmuTnN 0W. aBWo moms %..a QUICK UMOW MOMS.CAMOM 10 esneI.TlarT en. Y.5 - WILCO( RRaML WM) =UMW .mN®vu04.111014 er.a... /7L' 30q-ro . o. �� . 4 / i) Seq.sb NOTICE A SEPARATE EACTBICAL PIANO' IS REWIRED AND MIST BE ILWN® BY THE STATE OP COLORADO. 7'Hli PERMIT BECOMES NULL AND VOID a WOR% 03. CONSTRUCTION AUTHORED IS NOT COWENCBD WITHIN 110 DAYS, OE IF CONSTRUCTION OR WORE 13 SUSPENDED 01 ABANDONED FOR A PERIOD OF ISO DAYS AT ANY TIME AFTER WORK sCOM ME NCED. I HUMPY CERTIFY THAT I HAVE READ AND EXAMINED ITIS APPLICATION AND SNOW THE SAME 10 BE TRUE AND CORRECTALL WITH PROVISIONS ETTER F TAWS GOVERNING TIES TYPE OF WORK WILL HZ COMPLIED HEREIN OR NOT. THE eMNTDf0 OF A PERMIT DOES NOT PRESUME TO OWE AUTHIMY TO VIOLATE OR CANCEL THE nonsna OF ANY OS, ISE N OTHER STAIE OR OF LOCAL LAW REOULATDNG CONSTRUCTION N PIAN cmacrEE.4. 9 /8 .9y >�xnar reE. /, to 3 71 TOTALFFE: - / DACE MAUI ISSUED d a 332.6 1 — OM: (ROUP. .. :' T% 3 j1/J-rL/J( SETBACKS: MANU.11IIMS: MDR NO. AnE: Xe AGREEMENT PESAUSHON D HEREBY GRANTED TO THE APAACANT • CONNTRAcTOR MCVOR TSE AGENT OF THE CONTRACTOR OR Ow NFA TO ODNSTRUCTTTE STRUCTURE AS DETAILED 014 PIANS MID SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUUDBNGI EPARTM ENT, DI CONSIDERATION OF UM ISSUANCE OF 11413 PERMIT. 'ISE SIGNER HEREBY AGREES TO COMPLY WITH AIL BCOWDDNO CODES AND NAND USE RWMTTONS ADOPT= ■Y GARFIELD COUNTY PURSUANT 10 AUTIIDBUY GIVEN IN 1033301 ERS AS AM@IDYD. THE SIGNER FURTHER ACORES THAT W 11E ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, EREcn0EL calaiRUCTION MID USE OF THE ABOVE DUCRiOPD STRUCTURE, THE PERMIT MAY THEN BE REVCOVD BY NOTICE PROM TIE =Nil AND THAT TSN AND THERE 11 SHALL BECOME NULL AND VOID. 116 ISIUANCR or A PWIII BARED 112014 PLANK SPECIFICATIONS MW MIR DATA RAIL NOT PREVENT 11E BUILDING OFFICIAL nazi O � 0TFEI � IN CORRECTION CIF ERRORS DI SAID FIANE. EFECIFICATION3 AND OTHER DATA Ca FED 110LATWN OF CODEm OTIEROIDINMKE� OVATION 461 IUMISDICTfON�.BUIIDWO OPERATION RILING 1i$ REVIEW OF 114E IUBM ITIPD PIANS AND IPPCIPR'ATI NI AND BNSBLTIONS WHI)UCTIID THEREAFTER DOGS P101 CONSTITUTE AN ACCEPTANCE OF ANY IESPONIIDId33 01 HABITUES BY CANTD COUNTY FOR 114017, aa131310NS OP. DISCEEPA NCES. THE 1SSPO NSENIY FUR IHffSE IIFIbC AND IMPLEMENTATION DYRDNOCO1RIRUCTION TATS SPBCVICAILY %TEETHE ARCHITECT. DESIGN E, BVIDERAND OWNER. COMMENTS An INTENDED TORE CONSERVATIVE AND IN SUPPORT OP11E OWNERS INTEREIT. cyp1 11ERMIT ACKNOWLEDGE 110411 NAVE RIADAID UNDERSTAND TEE AGREEMENT ABOVE. MALI \QCN J��Jl 0crGC.for rrul'I; OLu\rL-n.JrI.0 r1o.3oM.141r/ IV; oriro torcYCJ.aorrrcl r; o• 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 budding; 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 Au 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 occupancy, 1-111/7 and the issuance of a Certificate of Occupancy for the dwelling under building permit d. Date PLAN REVIEW CHECKgLIST Applicant ( l Awt4j Date 3 - Building - Building Planning/Zoning ✓ Engineered Foundation Property Line Setbacks Ai -Driveway Permit 30ft Stream Setbacks ./Surveyed Site Plan Flood Plain Septic Permit and Setbacks Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% ......---Fire Department Review ly'tw 70 Planning Issues /Valuation Determination/Fees Subdivision Plat Notes . - Grade/Topography 30% ijjaAttaiaesidential Plan Review List "'Minimum Application Questionnaire , ASubdivision Plat Notes --l{ed Line Plans/Stamps/Sticker tta c onditions Application Signed P.C.': eviewer To Sign Application arcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: IQoo 1f lYs9 ocr-',-coos oc. 1r rmu i.m_uvrLn1VFRw J!GJO'1.)41Yi eu:7rIrrIurc.c urrrcl r:J'IG GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. uyou do not, it may be helpful to obtain a book titled "Dwelling Construction Under the Uniform Building Code". This book is available to you through this department at our cost. Mao, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. 1 .oClCGCIl CIC. 11r rnul I:OLWWrLIY`hYKLW 7 IC)..)OMon I0 As of January 1, 1999: 1W=7r sr, 1 CIrcmcD-merrrc r•m, 1O 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# per ft. up to 7,000 F.O.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: Is a site plan included that indicates the distance of the proposed building or addition to Property bines other buildings, set back easements and utility easements? Yes / No Not necessary for project 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", "Appro drawings only", "For permit issuance only" or similar language? Yes No Not 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 of the I.S.D. S (Individual Sewage Disposal System) and has the system been designed, stamped and signed by} Colorado registered engineer? Yes ✓ No Not necessary for this project 4. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes / No Not necessary for this project 2 acr-M-cool oc.lor rnurl:OLuIYLHPIUM.t,,U 7loJO4J9f40 1 U: 71-.1 7 foorC4C,JJb-YF'e ( r:7'10 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 If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes / No Not necessary for this project 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 sy- 8. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spacss and soffits? Yes V 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 / No Not necessary for this project 10. Do the plans include design loads as required for floor loads under the Uniform Building Code S on 2304 and Tables 23-A and 23-B? Yes V No Not nrriowry for this project 11. Does the plan include a building section drawing indicating foundation, wall, floor and roof con$ruction? Yes / No Not necessary for this project 12. Is the wind 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, ceiling joists, 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 connectiop of all columns and beams? Yes ✓ No Not nenetsary for this project 3 JCr-Y-CGgi uc:lur rruI:rT_UW'LHUMNLU 7rtljd9J4rb • IU:7r1r7 lbr'C'ICDJJOrrre( r:o'so 15. 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 to9d sting grade contours? Yes V 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 II certifications or Phase IT 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 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 r/ 19. Does the plan include a window schedule or other verification that windows provide natural Gght 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 r/ No Not necessary for this project 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 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 4 ocr-1-coin C.C. J. r rfUI I.oLVVrLr"'4a?- CLU iI WO1.Y1lel I U: rrlrV iUrC4 z,a3 rrrC ( 24. Is the location of all natural and liquid petroleum gas fiances, boilers and water beaters indicatedpn the plan? Yes r/ No Not necessary for this project 25. Do the plans indicate the location and dimension of restroom facilities and if more than four empl9yees and both sexes are employed, facilities for both sexes? Yes t/ 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 two 2) complete sets of construction drawings been submitted with the application? Yes V No Not necessary for this project 28. Have you designed or had this plan designed while considering building and other constructs n 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 inspp n by the Garfield County Building Department? Yes No 30. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes / 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 any"S tic 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 Qrior to receiving a Certificate of Occupancy -and occupancy of the building? Yes ,/ 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 application,is the party responsible for the project complying with the Uniform Codes? Yes t / No 5 per-Y-cow1 UC:17r rlcu noltuurL1-numft{„I.J r1 030939 1 0 iu:xarororcYcoa.xrrrci r:o•x, 34. Are you aware that twenty-four (24) hour notice is required for all inspections? fnspecdons wtWl 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 twedty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. 1-e-.) 35. Are you aware that prior to issuance ofa building permit you are required to show proof ofa 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 a-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 tin inspection. Yes No 37. Are you aware, that on the front of the building permit application you win need to fill in the Parcel/ Schedule Number for the lot you are applying for this permit on prior to issuance of the wilding permit? Your attention in this is appreciated. Yes LZ No I hereby acknowledge that I have read, understand, and answered these questions to t e,' est of my ability. S date Phone: P0 of y3 SY6`.2(days) 97 0 02V 3 //6 v (evenings) Project Name: gay tier - l/ .f,C p Ski, Project Address: /!d 89 CR 0115 Arca ch,4*e, C 0 sib3C 6 oer-i-cutu ne:eur rKUri:rJLWIarLHM KUU yriarii'rU I W:71'1N7(bh'C9d53SF14Yd( F':7'110 '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 recant 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 08/00 7 Garfield County Building and Planning 108 8th Street Suite 201 Glenwood Springs, CO 81601 970.945.8212 Plan analysis based on the 2003 International Building Code Project Number: Date: March 9, 2005 Project Name: Williams Office Control Address: 4289 County Road 215 Parachute Contractor: TPI Occupancy: B Architect: Construction: V -B 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 2003 IBC. It is a guide to selected sections of the code. FRONTAGE INCREASE: Perimeter of the entire building = 160 feet. Perimeter which fronts a public way or accessible open space = 160 feet. Minimum width of public way or accessible open space = 20 Allowable area increased 50.0% for frontage increase. - - Sec. 506.2 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Office B ok 1600 13500 0.12 ok TOTAL FOR FLOOR 1600 13500 0.12 ok BUILDING TOTAL 1600 13500 0.12 ok - - Sec. 503, 504, 506 and Table 503 The actual height of this building is 14.0 feet. PROPERTY DESCRIPTION: North Side has building. - To building = 30.0 ,assumed property line 15.0 Exterior wall rating based on distance to assumed property line. - - Sec. 704.3 and 702.1 FIRE SEPARATION DISTANCE East Side has building. - To building = 300.0 ,assumed property line 150.0 Exterior wall rating based on distance to assumed property line. - - Sec. 704.3 and 702.1 FIRE SEPARATION DISTANCE South Side has a property line. - Distance to property line = 200.0 West Side has a property line. - Distance to property line = 100.0 Page # 2 Code review for: Project Id.: Williams Office Control Address: 4289 County Road 215 Parachute EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 NORTH EAST SOUTH WEST OCC BRG NON OPNG% BRG NON OPNG% BRG NON OPNG% BRG NON OPNG% WALL BRG UP/PR WALL BRG UP/PR WALL BRG UP/PR WALL BRG UP/PR B 0 -hr 0 -hr NL/NL 0 -hr 0 -hr NL/NL 0 -hr 0 -hr NL/NL 0 -hr 0 -hr NL/NL The exterior walls may be of COMBUSTIBLE material. -- Sec. 602.5 Exterior walls are required to be fire -rated for exposure to fire: 1. From Both sides when fire separation is 5 feet or less. 2. On the interior side only when separation is greater than 5 feet. -- Sec. 704.5 up/pr = Maximum percent of openings in the exterior wall. -- Table 704.8 up - The maximum percent if all openings are unprotected. pr - The maximum percent if all openings are protected. If some are protected and some are not, then use formula in Sec. 704.8 Openings in lhr walls are required to be protected with 3/4 hour assemblies. -- Sec. 704.12 and Sec. 715.4 Openings in walls required to be greater than lhr are required protected with 1 1/2 hour assemblies. -- Sec. 715.4 NL = No fire protection requirements for openings. NP = Openings are not permitted in this wall. Note: Unlimited unprotected openings are allowed in walls not required to fire-resistant. -- Table 704.8, Note: g. * = These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall and shall have noncombustible faces for the uppermost 18 inches. -- Sec. 704.11 Exception 1: A parapet wall is not required when the wall is not required to be fire -resistive. Code review for: Project Id.: Williams Office Control Address: 4289 County Road 215 Parachute FIRE RESISTANCE RATINGS MATERIAL Any Any Any Any Any Any ELEMENT Structural Frame Interior Bearing wall Interior nonbrg wall Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs NOTES: EXIT REQUIREMENTS: FL NAME Page # 3 FOR BUILDING ELEMENTS Table 601 RATING NOTES 0 hour 0 hour 0 hour 0 hour 0 hour None NUMB MIN MIN PANIC CORRIDOR DOOR NOTES OCC EXITS WIDTH HDWR RATING SWING 1 Office TOTAL FOR FLOOR 16 1 16 1 3.2 No N/A N/R 3.2 No N/A N/R 5 FOOTNOTES: 5. One exit is based on compliance with Section 1018.2, #3 6. One exit is based on compliance with Section 1018.2 and Table 1018.2 NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 Occupant load is based on Section 1004 and Table 1004.1.2 Exit width is in inches and based on Section 1005.1 & Table 1005.1 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. For the minimum width of doors, see Section 1008.1.1. For the minimum width of corridors, see Section 1016.2. For the minimum width of stairways, see Section 1009.1. Exits shall be continuous from the point of entry into the exit to the exit discharge. -- Sec. 1003.6 BOLT LOCKS: Manually operated flush bolts and surface bolts are not permitted. -- Sec. 1008.1.8.4 Exception 2: Where a pair of doors serves a storage or equipment room, manually operated edge- or surface -mounted bolts are permitted on the inactive leaf. LOCKS AND LATCHES: Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort. -- Sec. 1008.1.8 Page # 4 Code review for: Project Id.: Williams Office Control Address: 4289 County Road 215 Parachute Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 2: The main door or doors in Group B, F, M and S areas are permitted to be equipped with key operating locking devices from the egress side provided: 2.1 The locking device is readily distinguishable as locked. 2.2 A readily visible durable sign is posted on the egress side stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED Exception 3: Where egress doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface -mounted hardware. ADDITIONAL DOORS: Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008.1 LANDINGS AT DOORS: 1. There shall be a floor or landing on each side of a door. -- Sec. 1008.1.4 2. Such floor or landing shall be at the same elevation on each side of the door. -- Sec. 1008.1.4 3. The floor or landing shall not be more than 1/2 inch lower than the threshold. -- Sec. 1008.1.6 4. 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. 1008.1.5 5. The space between two doors in series shall be 48 inches plus the width of door swinging into the space. -- Sec. 1008.1.7 EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group B is 200 feet. -- Table 1015.1 Page # 5 Code review for: Project Id.: Williams Office Control Address: 4289 County Road 215 Parachute BUILDING ACCESSIBILITY 1. In addition to accessible entrances required by Sections 1105.1.1 through 1105.1.6, at least 50 percent of all public entrances shall be accessible. -- Sec. 1105.1 2. At least one accessible entrance shall be provided to each tenant, dwelling unit and sleeping unit in a facility. -- Sec. 1105.1.6 3. Where parking is provided, accessible parking spaces hall be provided in compliance with Table 1106.1 -- Sec. 1106.1 4. At least one accessible route shall connect each accessible level. - - Sec. 1104.4 See exceptions. 5. Accessible routes shall coincide with or be located in the same area as a general circulation path. Where the circulation path is interior, the accessible route shall also be interior. - - Sec. 1104.5 6. On floors where drinking fountains are provided, at least 50 percent, but not less than one fountain shall be accessible. -- Sec. 1109.5 LIGHT AND VENTILATION 1. Every space intended for human occupancy shall be provided with natural light. The minimum net glazed area shall not be less than 8% of the floor area. -- Sec. 1205.1 and 1205.2 Any room is permitted to be considered as a portion of an adjoining room where one half of the area of the common wall is open and unobstructed and provided not less than one tenth of the floor area or 25 square feet, whichever is greater. -- Sec. 1205.2.1 Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor. -- Sec. 1205.3 2. Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. -- Sec. 1203.4 The minimum openable area to the outdoors shall be 4 percent of the floor area. -- Sec. 1203.4.1 Any room is permitted to be considered as a portion of an adjoining room where unobstructed openings are provided that have an area not less than 8% of the floor area of the interior room but no less than 25 square feet. -- Sec. 1202.3.1.1 When openings are below grade, clear space measured perpendicular to the opening shall be one and one half times the depth of the opening. - - Sec. 1203.4.1.2 3. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. -- Sec. 1203.4.2.1 Page # 6 Code review for: Project Id.: Williams Office Control Address: 4289 County Road 215 Parachute CEILING HEIGHTS: Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. -- Sec. 1208.2 WALL AND CEILING FINISH: 1. Wall and ceiling finish materials are required to comply with Sec. 803.5 and Table 803.5. 2. Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803.6.1.1 or 803.6.1.2. -- Sec. 803.6.1 3. Carpet and similar textile materials used as a ceiling shall have a Class A flame spread index and be protected by automatic sprinklers. - - Sec. 803.6.2 4. Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. -- Sec. 803.7 5. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 6 inches. - - Sec. 1210.1 6. Walls within 2 feet of urinals and water closets shall have a smooth, hard nonabsorbent surface, to a height of 4 feet above the floor. - - Sec. 1210.2 INSULATION NOTES: 1. Insulating materials shall have a flame -spread rating of no more than 25 and a smoke developed index of not more than 450. -- Sec. 719.2 (concealed installation) and Sec. 719.3 (exposed installation) 2. Where such materials are installed in concealed spaces, the flame spread and smoke developed limitations do not apply to facings, coverings and layers of reflective foil that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. -- Sec. 719.2.1 Foam plastic insulations are required to be protected. -- Sec. 2603 Page # 7 Code review for: Project Id.: Williams Office Control Address: 4289 County Road 215 Parachute ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from ICC/ANSI A117.1-1998 WATER FOUNTAINS AND WATER COOLERS: Accessible units must comply with the following: 1. Spout is to be within 36 inches of the floor. -- Sec. 602.4 2. Spout arranged for parallel approach shall be located 3 1/2 inches maximum from the front edge. Units with a forward approach shall have the spout 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit. - - Sec. 602.5 3. Spouts shall provide a flow of water 4 inches height minimum. - - Sec. 602.6 TOILET FACILITIES: 1. A 60 inch diameter turning space or T-shaped space is required in the toilet room. -- Sec. 603.2.1 and 304.3 Doors shall not swing into the clear floor space for any fixture. 603.2.3 See exception for rooms used for individual use. 2. Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 16 to 18 in. Sec. 604.2 3. When the accessible water closet is not in a compartment: Clearance around the water closet shall be 60 inches minimum, measured perpendicular to the side wall, and 56 inches minimum, measured perpendicular to the rear wall. -- Sec. 604.3.1 4. When the accessible water closet is in a compartment: Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep for floor mounted water closets, measured perpendicular to the rear wall. -- Sec. 604.8.1.1 Compartment doors shall not swing into the minimum required compartment area. -- Sec. 604.8.1.2 Page # 8 Code review for: Project Id.: Williams Office Control Address: 4289 County Road 215 Parachute 5. Grab bars shall have a circular cross section with a diameter of 1 1/4 inch minimum and 2 inches maximum, or shall provide equivalent graspability. -- Sec. 609.2 The space between the wall and the grab bar shall be 1 1/2 inches. Sec. 609.3 Grab bars shall be mounted in a horizontal position 33 inches minimum and 36 inches maximum above the floor. -- Sec. 609.4 a. Side wall grab bars are required to start within 12 inches of the backwall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 604.5.1 b. The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 604.5.2 6. The top of the water closet seats shall be 17 to 19 inches above the floor. -- Sec. 604.4 7. Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 605.2 8. Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor. -- Sec. 606.3 9. Sinks shall be 6 1/2 inches deep maximum. -- Sec. 606.5 10. Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 606.6 11. Mirrors shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor. -- Sec. 603.3 Page # 9 Code review for: Project Id.: Williams Office Control Address: 4289 County Road 215 Parachute GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.1 Locations: -- Sec. 2406.3 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding patio door assemblies and panels in sliding and bifold closet door assemblies. 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. 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. Exception: Panels where there is an intervening wall or other permanent barrier between the door and glazing. 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: 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. See Exceptions. 8. Glazing in guards and railings regardless of the area or height above a walking surface. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following are present: 9.1 The bottom edges of the glazing on the pool or spa side is less than 60 inches above the walking surface. 9.2 The glazing is within 60 inches of the water's edge. 10. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface. 11. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass is less than 60 inches above the nose of the tread. See Exceptions. 03/10/2005 12 28 FAX 970 242 5330 TPI IA 001 /003 Date Number of pages including cover sheet To: /Ih Phone Fax Phone CC: 31M-34/71) From: Phone Fax Phone (970) 243-4642 (970) 242-5330 ❑ Urgent ❑ For your renew O Reply ASAP ❑ Please cornmeal RECEIVED MAR 1 0 2005 G BUILDING COUNTY CANNING 03/10/2005 12 28 FAX 970 242 5330 TPI )4g 002/003 J CR NK 1129.24. Road CONSTRUCTION • Wand Junction, CO 31505 INCORPORATED 970.246-0577, 970.267.7453 (fax) August 26, 2004 Phil Vaughan- Construction Management 1038 County Road 323 Rifle, CO 81650 970-625-5350 jte: Williams Production - Parachute Creek Gas Plant Nottpotable Water Storage. 4289 Coumti Road 215, Parachute. CO 81635 A 1,000 gallon nonpotable water cistern currently serves the above referenced facility. Fourteen people are currently employed at the plant. A proposed addition to the property structure will result in the employment of five additional employees resulting in a total of 19 people at the facility. The existing individual sewage disposal system (ISDS) at the site has been designed for a maximum of 20 people under an estimated sewage loading of 15 gallons/person-day (average flow). Under the ISDS design loading of 15 gallons/person-day, the 19 person facility will utilize an average of 285 gallons/day (i.e., 19x15 = 285). Under this water use scenario, the 1.000 gallon cistern will need to be tilled every 3 to 4 days. Current water use records for the existing 14 person facility indicate that filling the cistern once weekly is sufficient to meet the existing nonpotable water use needs. Existing water use records support the conclusion that actual water use is indeed lower than the ISDS design loading criteria! of 15 gallons/person-day (i.e., 14 gallons/person-day for 5 day week and ID gallon/person-day for 7 day week). As based on the above discussion, it is reasonable to conclude the existing 1.000 gallon cistern will need to be filled once or twice per week to supply the nonpotable water supply need for the proposed 19 person facility. Page 1 of 1 ,J een Thomas A. Cronk, P.E. 1129 -24- Road Grand Junction, CO 81505 970-245-0577 03/10/7005 12.29 FAX 970 242 5330 TPI W1003/003 • CRONK CONSTRUCTION • INCORPORATED 1129 '24- Road Grand Junction, CO 91505 970.2454577, 970.257.7453 (lax) August 6, 2004 Phil Vaughan Construction Management 1038 County Road 323 Rifle, CO 81650 970-625-5350 )te Williams Production - Parachute Creek Gas Plant Individual Sewage Disposal System f ISDS).4289 County Road 215. Parachute. CO 81635 An engineered ISDS design was prepared for the above referenced project by this office on June 30, 2002. The engineered ISDS design was approved for installation and installed in the fall of 2002. As -built drawings and a certification of completion were submitted for the project by this office on October 31, 2002. A proposed addition to the above referenced project will result in an increased sewage loading from five (5) additional employees. The sewage loading for the ISDS was originally estimated at 14 employees under a design sewage loading of 15 gal./employee-day for a total average sewage loading of 210 gal./day. To allow for future expansion, the original ISDS was designed to accept an increased average daily sewage loading of 300 gal/day. Under the above referenced design loading of 15 galJemployee-day the existing ISDS, as designed and constructed, may serve a maximum of 20 employees. Page l of 1 Thomas A. Cronk, P.E. 1129 -24- Road Grand Junction, CO 81505 970-245-0577 West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Report #1 Page 1 of 1 Final Inspection Report a t Date: 4-18-05 Project: Office & Control Building Address: 4289 CR 215 Parachute, CO Building Permit No: 9417 General Contractor: Hanover Contractor that Performed Work: TPI Inspection of shop fabrication or field work at job site: Field Report: Tested some sample bolts in a Skidmore -Wilhelm bolt tension testing device to determine the testing torque required for the 3/4" diameter A325 bolts used in the main frame & portal frame connections and the 5/8" diameter A325 bolts used at the end wall frame connections. Using the testing torque determined above the 5/8" & 3/4" diameter A325 bolts at the main frame, portal frame, and end wall frame connections were tested for proper tightness per the AISC arbitration procedure. A few of the bolts tested above were found to be somewhat under tightened. These bolts were then fully tightened using the testing torque, and then the bolting inspected above was found to be in compliance with the UBC, IBC, and the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. Inspector/Technician: Douglas E Young COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at c.2. 1 dee 21S - Permit $ Permit No. 9`b�% I have this day inspected this structure and these premises and found the following corrections needed: 7t ae/&I 7acg&en Ciciuldt Sta GJ� Jtt -4h /so rift You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date % ' OS Building Inspector Phone (970) 945-8212 2�� No 1 I1 1 Job Addre s4 Cn Contractor -.L - l Setbacks: Dr ICt, Soils Test Footing Fr Assessor's Parcel Noafl-- Data C(9 DING PERMIT CD O, iDJer Address! a('?ieae. AS- 7 / Address (S Phone eFisoy �� Rear RH LH o Zoning _ ISS. 1'r4 -F �i I INSPECTIONS 918^7� tsb2,0 Foundation 3-15-05 /-v1&__ Grout Underground Plum Rough Pluming Framing Insulation 'ng i S -OS V - 1^ I 2%- 0W / Roofing Drywall Re Gas Piping 6 -v -0S Q NOTES Weatherproofing Mechanical Electrical Rough (State) Electrical Fina (State) L-13-05 CA0 Final b- Checklist Completed9 Certificate Occupancy # Date Septic System # Date 1J►�� Final Other (continue on back) • 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 9,4 , 7 AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all Taws 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 Inspector and IMMEDIATELY BECOME NULL AND ` VOID 1 -1 -tan CB1�. , Use r a 1 Address or Legal Descriptio t7C5 _��}V ^A Owner\$l lliCMS U tractor I f' I ileack Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing Foundation 3.. /5, Os Underground Plumbing -3'-ag.0 Ank_ Insulation ,/ Rough Plumbing yg�,sjgyyd _ Drywall Chimney & Vent if- 2e-OS-ttw Electric Final (by State Inspector) 6 -1: -ASS Gas Piping (o_ 21-0S _ Final (0 -1-i -05 &U.— Electric Rough (By State Inspector) Septic Final;,.,,..{ Framing .9aU& a S... (To include Roof in plade and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD Date IF PLACED OUTSIDE -COVER WITH CLEAR PLASTIC