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Home My WebLink AboutApplication-Permiti Garfield County Building & Sanitation Department 108 8`h Street, Suite #401 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. GI C31 I a Job Address l oL O 1 C� S 6 Nature of Work Building Permit ofl ,� c� Q 02/717336A- opo - o l 9 Use of Building Qz/&)aC �3) Ownernl-�.tnM(� r Contractor /� T(r CA Amount of Permit $ (O i 3`5.1( Date iints Train 3 orrci`ca/M)arelecest GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'" Street, Butte 201, Glenwood Springs, CO 81601 Phone: 970-945-8912 / Pax: 970-384-3470 / Inspection Line: 970-3845003 Permit No''IR +QGL_ Parcel/Schedule No: a I7/– 33? - 00 -0/7 (3 AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY OMEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION. CONSTRUCTION. AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER. BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Garfom 003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE IINITIALI: 5 Scou 'Ail lt 2,Iaa- t+PV3$5 w I. Ccc n d [IIao 99 tab , Tara chTe-, t5 GV / b31S Job Address. logy y cao"yew df.se4 ,.v 1 Lot No: Block No: Subd. / Exemption: 2 Owner: Williams Produce -ion Address /0 S$ CR T. IS' Farad -v. -lei CO 81635 Ph: 970 ?35 9377 Wk Ph - 3 Contractor: TPI .-/riNfstr/4/,.r/•c. Address: ag7 R1 ver a 4 GT, co srso5 / Address: ;Don_ r. S/Nt $t. Broken Arrow, OK7Nlo/Il Sq Ft. of Lot: See slit - plain Pb: 7O a 93 - el6 Mil Ph:fi/S 2C/• SC7I Height: .24I • Lie. No. Aoa,o7Ay Lic. No c11,243 No of Floors. a 4 Architect/Engineer Ha over 5 Sq. Ft. of Building: 7500 / 6 Use of Budding: 0 na iticeWarehouse 7 Describe Work: Frect Me1-41 6/JO aa'/ reuse fihfsh 8 Class of Work: New 0 Alteration o Remove 0 Addition 0 Move 9 10 Garage: -❑ Single ❑ N Double Carport: NA 0 Single ❑ Double o Driveway Permit IV On -Site Sewage Disposal GIZSite Plan 11 Valuation of Work: $ I/ coo 63 Adjusted Valuations: S of / y y, so 12 Special Conditions: A SEPARATE ELECTRICAL ISSUED BY THE THIS MMTTBECOMES AUTHORIZED IS CONSTRUCTION PERIOD OF 180 I HEREBY CERTIFY APPLICATION AND PROVISIONS OF COMPLETED WITHIN GRANTING OF A TO VIOLATE OR LOCAL LAW REGULATING OF CO 'TRU /AV' i^ NOTICE PERMIT IS REQUIRED AND MUST BE STATE OF COLORADOE BILL AND VOID IF WORK OR CONSTRUCTION NOT COMMENCED WITHLN 180 DAYS. OR, IF OR WORK IS SUSPENDED OR ABANDONED FOR A DAYS AT ANY TIME AFTER WORK IS COMMENCED THAT 1 HAVE READ AND EXAMINED THIS KNOW THE SAME TO BE TRUE AND CORRECT ALL LAWS GOVERNING THIS TYPE OF WORK WILL BE WHETHER SPECIFIED HEREIN OR NOT. THE PERMIT DOES NOT PRESUME TO GIVE AUTHORITY CANCEL THE PROVISIONS OF ANY OTHER STATE OR CONSTRUCTION OR THE PERFORMANCE IN. 1 ! Rharice;Menu. Plan Check Fee: —77141 Oh Permit Fee: '/ 8 Total Fee: 61361/ +50 Dated Permit sued: 62185- I1 [O OCC GllP: I)\) I( Cons.t.Type: II`IZ) Zoning: Setbacks: Home: ISDS No. & Fee: / i/ fiT•,_N-. ►��`� iW •ER Ste • • DATE -eG Oa �o T fr-SIANCKSL'V-AAk :y-tliti�Y`r� ... - BUG iW' PLNG. APPR1 VAL DATE a N* APPROVAL/ DEPT. DATE (3 AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY OMEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION. CONSTRUCTION. AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER. BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Garfom 003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE IINITIALI: 5 Scou 'Ail lt 2,Iaa- t+PV3$5 w I. Ccc n d [IIao 99 tab 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. All bathrooms must be complete, 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 IBC and IRC 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; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation. where applicable; as well as any final sign off by the Fire District, anchor State Agencies where applicable. A CERTIF]CATE 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 occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # 9 % i#1-. tore B I contOct2004 .2/4/0k Date Applicant g/eViare Building ;Engineered Foundation �(/4 j eway Permit `Surveyed Site Plan °li 3.2� i � Setback -Septic Permit Setbacks /Grade/Topography 30% Xi Attach Residential Plan Review List PLAN REVIEW CHECKLIST IV Date a.'s 7ra., nit? Loiinimum Application Questionnaire 4$ubdivision Plat Notes Fire Department Review ✓Valuation Determination/Fees cd Line Plans/Stamps/Sticker Attach Conditions Applica• tion Signed i -41an Reviewer To Sign Application ✓Parcel/Schedule No. 40# Snowload Letter- Manf. Hms GENERAL NOTES: 3-07.3-66 Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning ' ign-off Road pact Fees HO 1 RC Approval �- `3-7 S/.(21 : 5,L(c, 6) 375u S - 74)00 ti 39.35 =z9r�z"v (oO/ lyg15 de/Topography 40% anning Issues Subdivision Plat Notes , 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. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. 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. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and 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. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. 1 • 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 and original 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. Engineered foundations may be required. Check with the Building Department. 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, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need 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 2003 IBC, IPC, IMC and IFGC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes r� 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensedsufveyor with their signature and professional stamp on the design. Yes ✓ No Not necessary for this project 3. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes ✓ No Not necessary for this project 2 } 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes �� No Not necessary for this project 5. Does the site plan indicate the location and direction of the State, County or private road accessin 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 V No Not necessary for this project 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundat n 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 ani) the clearances required between wood and earth? Yes / No Not necessary for project 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spas and soffits? Yes ✓✓ No Not necessary for this project 10. Do the plans include design loads as required under the IBC or IRC for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes - No Not necessary for this project 11. Do the pl s include design loads as required for floor loads under the IBC or IRC? Yes No Not necessary for this project 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof const ction? Yes No Not necessary for this project 13. Is the win speed and exposure design included in the plan? Yes No Not necessary for this project 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling jd o,jsts, roof rafters or joists or trusses? Yes No Not necessary for this project 3 15. 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 16. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a at roof? (Check applicable zone district for building height maximum) Yes No Not necessary for this project 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase lI certifications or Phase If EPA certification? Yes No Not necessary for this project 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? Yes No Not necessary for this project 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requireme s of the IBC or IRC? Yes No Not necessary for this project 20. Does the plan include a window schedule or other verification that windows provide natural ligpt-and ventilation for all habitable rooms? Yes No Not necessary for this project 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures�and specify safety glazing for these areas? Yes / No Not necessary for this project 22. Do the plans include a complete design for all mechanical systems planned for installatiogin this building? Yes ' No Not necessary for this project 23. Have all areas in the building been accurately identified for the intended use? (Occupancyas identified in the IBC Chapter 3) Yes ✓ No Not necessary for this project 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be inose in this building? Yes / No Not necessary for this project 4 r 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated off" 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 employes and both sexes are employed, facilities for both sexes? Yes No Not necessary for this project 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes / No Not necessary for this project 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 constructio ode 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 inspec ion by the Garfield County Building Department? Yes No 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County ZoningRes lution for setbacks. Yes V No 32. Do you understand that approval for design and/or construction changes are required prior to thf'implementation of these changes? Yes / No 33. 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 pe it? Yes ./ No 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? 5 Yes / No 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Unjform Codes? Yes X No 36. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30 a.m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. 37. Are you aware that requesting inspections on work that is not ready or not accessible will resultfi a $50.00 re -inspection fee? Yes ✓ No 38. 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 Departmenj at 625-8601. Yes No 39. 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 1 No 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule Number for the lot you are applying for this permit on prior to submittal of the building permit application? Your attention in this is appreciated. Yes 1/ No 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes ,/isNo (Please check with the building department about this requirement) 6 42. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit,? Yes I hereby acknowledge that I have read, understand, and answered these questions to he beet of my ability. Phone: 97O a'f3-11641- (days); X 7 0 ,2q3- x{6 ¥2 (evenings) Project Name: h.4 i1, an,.a 3 o-F-Fte/Weinek.u.ia Project Address: iia 99 Ca 0215, ?arrc hcSe, Co Note: a/aX10e. Date If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm Feb2005 7 Page 1 of 1 Andy Schwaller From: Andy Schwaller Sent: Monday, May 08, 2006 2:11 PM To: 'David Blair, Chief, Grand Valley Fire Protection Dist.' Subject: RE: Williams Production Gas Plant 3 Thanks David. They are still submitting some changes to me. Hopefully they will have them to me this week. I will require them to get a sign off from you pending C.O. If they have any discrepancies in their alarm system now they will have to have worked out by then. Thanks again, Andy From: David Blair, Chief, Grand Valley Fire Protection Dist. [mailto:gvfpd@sopris.net] Sent: Monday, May 08, 2006 1:49 PM To: Andy Schwaller Subject: Williams Production Gas Plant 3 Andy, I've been working with Shawn from TPI regarding some concerns we had with their project. We now have satisfactory answers or adjustments which addresses all of those previous concerns. The only out standing item is the alarm system drawings. I was contacted by Superior Alarm last Friday (I believe) and advised that they will be sending them for review the first part of this week. David A. Blair Fire Chief, GVFPD Andy Schwaller From: Andy Schwaller Sent: Friday, March 24, 2006 3:06 PM To: gvfpd@sopris.net Dave, Page 1 of 1 TPI out of Grand Jct. should be getting you a set of plans for an 11,250 s.f. office/warehouse building for Williams Production on 215 Road. They messed up on some occupancy separation requirements and are on hold with us, so the plans may be amended and will not be sent to you for awhile. Thanks for your help. Andy Schwaller, Building Official Garfield County, CO 970.945.8212 4/6/2006 • N C V C C c44 N N N Eh !c ce / ,ccrn- rii(0 'lam w,ilf414.S A dta 74a is, 77-4414 3 ,V Par4.c4...4 /-24.) toes win 77° .2 Y3 - 96 I /Iso / S s fi d at s7112 Yav,'&e/ 34,1- rGv Fk J ,.t r 04 -1/ 14'04w 17e t,� Tbri uD wi%t% `ii.M - f ,«t bzow 77;44 A Id en RECEIVED APR 0 6 2006 GARFIELD COUNTY BUILDING & PLANNING ca-� 05/05/2006 14:42 FAX 970 242 5330 TPI 001/004 Date 6151/0 (o Number of pages ' eluding cover sheet To: fihv'7 Sc. u61, v— Phone Fax Phone CC; From: C%rls /tic C4/6,4.1 Phone Fax Phone (970) 243-4642 (970) 242-5330 1(1, '111(KS: ❑ Urgent 0 For your review 0 Reply ASAP 0 Please comment nr,Q/, Aere ;r 1Ve rc✓isec pf , -car Wi//,4,,,7s / hu,ti, 3 o eye ce c aeesloc e "I.4 oqy , C.471'4&ra. fi C 4 7-4 os74 rete= p�a�s y 75 f/_7 714( r€ w serf of S -Cu: rs . S ino veo< 05/05/2006 14 43 FAX 970 242 5330 TPI CRONK CONSTRUCTION • INCORPORATED 21004/004 1129 -24- Road Grand Junction, CO 81505 970.245.0577, 970-257-7453 (fax) May 6, 2006 TPI Industrial 2471 River Road, Unit A Grand Junction, CO 81505 970-2434642 (wk), 970-242-5330 (fax) Concerning• fire barrier wall for Williams Train3 protect located at 4289 County Road 215. Parachute CO 81635 The fully grouted 8" CMU wall with 3 hr. opening protection delineated on the above referenced floor plan meets design criteria for fire barriers. Please call if you have additional questions concerning this issue. Thank you. SEAL at) Thomas A. Cronk, Colorado License No. 28322 Date Y( �C fl PAGE 1 OF 1 Garfield County Building and Planning 108 8th Street Suite 401 Glenwood Springs, CO 970.945.8212 Plan analysis based on the 2003 International Building Code Project Number: Project Name: Williams Train 3 Address: 4289 County Rd. 215 Occupancy: S-1,8 Construction: V -B Date: March 23, 2006 Contractor: Architect: Engineer: Report By: TPI Cronk Payne Andy Schwaller NOTE: The code items listed in this report are not complete listing of all possible code requirements It is a guide to selected sections of the code. intended to be a in the 2003 IBC. FRONTAGE INCREASE: Perimeter of the entire building = 400 feet. Perimeter which fronts a public way or accessible open space = 150 feet. Minimum width of public way or accessible open space = 20 Allowable area increased 8.33% for frontage increase. -- Sec. 506.2 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 2 Storage TOTAL FOR FLOOR 1 Office 1 Warehouse TOTAL FOR FLOOR BUILDING TOTAL -- Sec. 503, 504, Allowable area and being separated by S-1 ok 3650 9750 0.37 ok B S-1 3650 9750 0.37 ok ok 3750 9750 0.38 ok ok 3750 9750 0.38 ok 7500 9750 0.77 ok 11150 19500 0.57 ok 506 and Table 503 height calculations are based on different uses fire barriers. -- Sec. 302.3.2 Page # 2 Code review for: Project Id.: Address: The actual height of this building is 28.0 feet. FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS Table 601 ELEMENT MATERIAL RATING NOTES Structural Frame Any 0 hour Interior Bearing wall Any 0 hour Interior nonbrg wall Any 0 hour Shaft Enclosure Any 1 hour Note 1 Floor/Ceiling Assembly Any 0 hour Roof/Ceiling Assembly Any 0 hour Stairs Any None NOTES: 1. Fire resistance rating for shafts based on Section 707.4 NOTE: See Section 707.2 for shaft enclosure exceptions. SHAFT REQUIREMENTS: Openings other than those necessary for the purpose of the shaft shall not be permitted. -- Sec. 707.7.1 Penetrations other than those necessary for the purpose of the shaft shall not be permitted. -- Sec. 707.8.1 Shafts that do not extend to the bottom of the building shall: 1. Be enclosed at the lowest level with the same fire -resistance rating as the lowest floor but not less than the rating of the shaft enclosure; or 2. Terminate in a room having a use related to the purpose of the shaft. The room and openings shall have a fire -resistance rating at least equal to the shaft enclosure; or 3. Be protected by approved fire dampers installed at the lowest floor level within the shaft enclosure. Sec. 707.11 PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES -- Sec. 712 Page # 3 Code review for: Project Id.: Address: WALLS ASSEMBLIES -- Sec. 712.3 Through penetrations of walls: 1. Penetrations shall be installed as tested in the fire resistance rated assembly. -- Sec. 712.3.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 712.3.1.2 Exception: Where penetrating items are steel, ferrous or copper pipes or steel conduits, the annular space between the and the penetrating item and the fire resistance rated wall shall be permitted to be protected as follows: 1. In concrete or masonry walls where the penetrating item is a maximum of 6 inches nominal diameter and the openings is a maximum 144 square inches, concrete, grout or mortar shall be permitted. 2. The material used to fill the annular space shall prevent the passage of flame and hot gasses sufficient to ignite cotton. Membrane penetrations of walls: The requirements are the same as for through penetrations. -- Sec. 712.3.2 Exceptions: 1. Steel electrical outlet boxes that do not ex provided that the area of such openings does inches for any 100 square feet of wall area. sides of the assembly shall be separated by of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. ceed 16 square inches not exceed 100 square Boxes on opposite a horizontal distance Page # 4 Code review for: Project Id.: Address: FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES -- Sec. 712.4 Through penetrations of fire -resistive horizontal assemblies: 1. Through penetrations shall be installed as tested in an approved fire resistance rated assembly. -- Sec. 712.4.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating and a T rating of not less than 1 hour but not less than the required rating of the floor penetrated. -- Sec. 712.4.1.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches 2. Electrical outlet boxes that have been tested for use in fire -assemblies. Membrane penetrations of fire -resistive horizontal assemblies: The requirements are the same as for through penetrations. -- Sec. 712.4.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 144 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire - assemblies. 3. Sprinklers with metal escutcheon plates. DUCTS AND AIR TRANSFER OPENINGS Dampers shall be accessible for Where required. -- Sec. 716.5 1. Fire walls. -- Sec. 716.5.1 2. Fire barriers -- Sec. 716.5.2 -- Sec. 716 inspection and servicing. 716.4 See exceptions 3. Shaft enclosures -- Sec. 716.5.3 See exceptions 4. Fire partitions -- Sec. 715.5.4 See exceptions 5. Smoke barriers -- Sec. 715.5.5 (smoke damper) See exceptions Page # 5 Code review for: Project Id.: Address: DRAFTSTOPPING: If there is combustible construction in the floor/ceiling assembly, draftstopping shall be installed so that the area of concealed space does not exceed 1,000 square feet. -- Sec. 717.3.3 If there is combustible construction in the roof/ceiling assembly, draftstopping shall be installed so that the area of concealed space does not exceed 3,000 square feet. -- Sec. 717.4.3 Opening in the partitions shall be protected by self-closing doors with automatic latches constructed as required for the partitions. -- Sec. 717.4.1.1 OCCUPANCY SEPARATIONS -- Sec. 302.3.2 and Table 302.3.2 S-1 to B = 3 -hour fire barrier Openings in this fire barrier are required to be protected with 3 hour fire assemblies. -- Table 715.3 Note: Storage areas less than 1000 square feet need not be separated. -- Table 302.3.2, b.3. (See note about accessory areas below) Except when required by Table 302.1.1, accessory areas occupying 10% or less of the area of any floor and not more than the area or height listed in Table 503 are not required to be separated. -- Sec. 302.2 SEPARATION OF INCIDENTAL USE AREAS -- Table 302.1.1 Furnace rooms where any piece of equipment is over 400,000 BTU per hour input -- 1 hour Rooms with any boiler over 15 psi and 10 horsepower -- 1 hour Refrigerant machinery rooms -- 1 hour Incinerator rooms -- 2 hours NOTE: An automatic sprinkler system is required Storage rooms over 100 square feet -- 1 hour Note: This list covers only the most common uses. See Table 302.1.1 for a complete list. EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC CORRIDOR DOOR NOTES OCC EXITS WIDTH HDWR RATING SWING 2 Storage 12 1 2.4 No N/A N/R TOTAL FOR FLOOR 12 1 3.6 No N/A N/R 6 1 Office 38 1 7.6 No N/A N/R 1 Warehouse 8 1 1.6 No N/A N/R TOTAL FOR FLOOR 46 2 9.2 No N/A N/R • • Page # 6 Code review for: Project Id.: Address: FOOTNOTES: 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 Exit width is in inches and based on Section 1005.1 & Width shown for Width shown for Width shown for For the minimum For the minimum all areas is based on other egress 1st floor is based on other egress other floors & basements is based o width of doors, see Section 1008.1. width of corridors, see Section 101 .1.2 Table 1005.1 components. components. n stairways. 1. 6.2. 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 EXIT SEPARATION In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways.-- Sec. 1014.2.1 Multiple means of egress shall be sized such that the loss of any one means of egress shall not reduce the available capacity by more than 50 percent. -- Sec. 1005.1 EXIT SIGNS Exits and exit access doors shall be marked by an approved Signs shall be placed where the exit or the path of egress immediately visible. No point to be more than 100 feet from - - Sec. 1011.1 Exception 1: Exit signs are not required in rooms or areas only one exit. Exception 2: Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. Exit signs shall be internally or externally illuminated. - - Sec. 1011.2 Exit sign shall be illuminated at all times including during loss of primary power. -- Sec. 1011.4 & Sec. 1011.5.3 exit sign. travel is not an exit sign. which require • Page # 7 Code review for: Project Id.: Address: 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 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 Page # 6 Code review for: Project Id.: Address: EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group S1 is 200 feet. -- Table 1015.1 The maximum travel distance in Group B is 200 feet. -- Table 1015.1 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 ROOFING REQUIREMENTS: 1. The roofing on this building is required to be Class C. Table 1505.1 AUTOMATIC SPRINKLER SYSTEMS -- Sec. 903 If openings are not provided in each 50 feet on at least one exterior wall or there is floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. -- Sec. 903.2.10.1 Openings shall have a minimum dimension of 30 inches. There must be at least 20 sq.ft. of opening in every 50 lineal feet of wall or fraction thereof. -- Sec. 903.2.10.1 STANDPIPE AND HOSE SYSTEMS -- Sec. 905 A standpipe system is not required. A • Page # 9 Code review for: Project Id.: Address: Areas containing high piled combustible stock or rack storage in any occupancy group require smoke and heat vents. Design to comply with the International Fire Code. -- Sec. 910.2.3 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 B% 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 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 r Page # 10 Code review for: Project Id.: Address: 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 4 Page # 11 Code review for: Project Id.: Address: 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 # 12 Code review for: Project Id.: Address: 5. Grab bars shall have a circular cross section with a diameter of 1 1/4 inch minimum and 2 inches maximum, equivalent graspability. -- Sec. 609.2 The space between the wall and the grab bar Sec. 609.3 Grab bars shall be mounted in minimum and 36 inches maximum a. Side wall grab bars of the backwall and (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 or shall provide shall be 1 1/2 inches. a horizontal position 33 inches above the floor. -- Sec. 609.4 are required to start within 12 inches extend to 54 inches from the back wall. the floor. 7. Accessible the rim at 8. Accessible -- Sec. 604.4 urinals shall be of the stall type or wall hung with 17 inches maximum above the floor. -- Sec. 605.2 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 # 13 Code review for: Project Id.: Address: 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. Page 1 of 1 Dave Mead From: David Pesnichak Sent: Tuesday, December 05, 2006 7:48 AM To: Dave Mead Subject: FW: Williams Train 3, Office/Warehouse Hi David, I think this may have been intended for you?? Dave David Pesnichak Senior Planner Garfield County 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Tel: (970) 945-8212 Fax: (970)384-3470 Email: dpesnichak@garfield-county.com From: David Blair, Chief, Grand Valley Fire Protection Dist. [mailto:gvfpd@sopris.net] Sent: Tuesday, December 05, 2006 7:38 AM To: David Pesnichak Subject: Williams Train 3, Office/Warehouse David, I went up to inspect the facility yesterday and all appeared in order. They were finishing up the Smoke & Heat in the warehouse, but I recommend issuing the Certificate of Occupancy. I will go up and check today to verify that all was completed. If you have any question, don't hesitate to call. David A. Blair Fire Chief, Grand Valley FPD 1777 S. Battlement Parkway PO Box 295 Parachute, CO 81635 Office: (970) 285-9119 Fax: (970) 285-9748 email: gvtjd@sopris.net "I have no ambition in this world but one, and that is to be a fireman" Edward Croker, Chief, Fire Department of New York, 1899 - 1911 11/11 /111f1( CRONK CONSTRUCTION • INCORPORATED 1129 •24- Road Grand Junction, CO 81505 970-245.0577, 970.257.7453 (fax) September 26 , 2006 To TPI Industrial Incorporated 2471 River Road, Unit A Grand Junction, CO 81505 970-243-4642 Re. structural inspection and evaluation of interior framing for Williams Energy Tiain3 project, Parachute, CO Chris, As per your request, I inspected the above referenced project on 09/19/06. The inspection was meant to address changes in the interior structural framing from the original plans As requested by Phil Vaughan, the following items were addressed. 1. Please note the change from wood studs to steel studs and the appropriate spacing and gauge of these steel studs, as needed throughout the framing system. Response - The structural framing is constructed of 16 gage 6" and 3-5/8" steel studs with 1-5/8" flanges spaced 16" o.c. The steel framing is sufficient for the overlying structural loads from the second floor upon completion of the following modifications or additions: Mechanical lateral bracing (either CRC or flat strap) must he V installed on all bearing walls a maximum of 60" o.c. vertically. 2 Please note if any of these bearing steel stud walls require bracing and the system desired and location Response - See (1) above. 3. Please note the need for blocking of the fabricated "I" joists as per your recommendation and the manufacturer's recommendations Response - The second floor framing as completed is sufficient upon completion of Page I of 2 rr GARFIELF, AADInCak) COUNTY b„r.uiNG 8 PLANNING 9-5-06 WEST SLOPE TESTING & INSPECTION 3177 Glendam Dr Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Page 1 of 1 Andrew Schwaller Garfield County Building Official 108 8`h St., Suite 401 Glenwood Springs, CO 81601 Please find enclosed copy of special inspection report for Williams Office/Warehouse Building in Parachute. Thank You; Doug Young West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Final Inspection Report Report #1 Page 1 of I Date: 8-3-06 Project: Williams Office/Warehouse Building Address: 4289 CR 215 Parachute, CO Building Permit No: �/2- General Contractor: Hanover Construction 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 A325 bolts used in the main frame, portal frame, and end wall connections. Using the testing torque determined above the A325 bolts at the main frame, portal frame, and end wall connections were tested for proper tightness per the AISC arbitration procedure. I also verified that the correct size & grade of bolts had been installed at these connections as shown on the building manufactures drawings. Some of the bolts were found not to be fully tightened at the office building side. These bolts were fully tightened using the testing torque determined above, and then the bolting inspected/tested above appeared to be in compliance with the building manufactures drawings, 2003 IBC, and the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. Note flange & cable bracing also appeared to be installed as shown on the drawings. (b Inspector/Technician: Douglas E Young j f 4,7, 08/23/2006 10:14 9702577453 CRONK CONSTRUCTION • INCORPORATED CRONK CONSTRUCTION PAGE 05 4k 99I 1129 -24• Road Grand Junction, CO 81505 970.245.0577, 970.257.7453 (fax) August 23. 2006 CERTIFICATE OF INSPECTION AND ACCEPTANCE Regarding: CMU wall construction at Williams Train3, 4289 County Road 215, Parachute, CO 81635 For. Williams Train3 4289 County Road 215 Parachute, CO 81635 Contractor: TPI Industrial Inc. 2471 River Road, Unit A Grand Junction, CO 81505 970-243-4642 The CMU wall construction, including grouting and rebar placement, was inspected during construction and was found to be structurally sufficient and completed in accordance with the plans and specifications for the project. INSPECTION LOG to Date CMU walls 72" grout lift 07/14/06 CMU walls 72" grout lift 07/17/06 CMU walls 72" grout lift 07/18/06 CMU walls 72" grout lift 07/19/06 CMU walls 72" grout Lift 07/20/06 Seal 1. Thomas A. Croak, P.E. 1129 -24- Road Grand Junction, CO 81505 970-245-0577 the following modifications or additions: Blocking of the joist spaced 12" o.c. at the interior bearing w all must be completed in accordance with the structural layout and installation guidelines furnished for the job by the manufacturer. Web stiffeners must be installed at the center bearing column of the W12x16 steel beam as specified in the original structural plans. 4 Please note any changes in the LVL headers because of steel studs Response - The steel headers as constructed are sufficient upon completion of the following modifications or additions: A minimum of 8 #10 screws (4 screws each side of stud) must be Ysed to attach each end of the steel header to the bearing studs. ii. The ]-3/4" LVL rim joist at the second floor exterior walls must be continuous (i.e., no splices) across the window opening and a minimum of two stud spaces to either side of the underlying header opening. 5. Please note the method of connection of steel stud framing and the "1" joist system to the pre-engineered steel structure. Response - Connection of the interior framing to the exterior steel structure is not required. Light weight steel angle may be employed as necessary to stabilize the steel framing prior to sheeting of the second floor and interior walls. 6. Please note any other items that are substantive in nature because of the use of steel studs Response - No other issues or concerns were apparent. Thank you, Toni A Cronk, Colorado Professional Engineer (CO License No. 28322) r co. dt } co GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT Permit 41 i 8 Assessor's Parcel No. o2 ("7? 33a—UO—ole+ This does not constitute a building or use permit. PROPERTY f �OO � �/Q� � � Owner's Name (),-)l ( (cam c PlrodUL{iot-present Address/65? CRS` 15 eafa � C 216 Phone `fes q C IC cZI5 Fa tray C.A r, ' e Q' 8 ' 4JS System Location Legal Description of Assessor's Parcel No SYSTEM DESIGN 02(11- s- — 6o-o'G Septic Tank Capacity (gallon) Percolation Rate (minuteshnch) Required Absorption Area - See Attached Special Setback Requirements Date Other Number of Bedrooms (or other) cif,�fi t,� Tre,;✓\ 3 r Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other _ q-11-04 yN �ci oil PE. Date Inspector � [��n� �1Pr` v'ry RETAIN WITH RECEIPT RECORDS CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25. Article 10 C R 5 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shell automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3 Any person who constructs,alters, or installs an individual sewage disposal system in a manner which involves a knowing and materiel variation from the terms or specifications contained in the application of permit commits a Class I. Petty Offense (5500.00 fine — 6 months in jail or both) COUNTY OF GARFIELD - BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 1/4X9 Z/C Permit No. 97/2— I have this day inspected thi . structure and these 7 premises and found the following corrections needed: 2 i You are hereby notified that the above correction must be inspected before covering. When corrections have been made, call for inspection at 970-384-5003. Date /2-L/ 2/0. C.i �^ Building Inspector ,rh�,/' Phone (970) 945-8212 COUNTY OF GARFIELD - BUILDING PERMIT CORRECTION NOTICE 108 8th St, Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 4(289 evs- Permit No. -/!/Z I have this day inspected this structure and these /1 premises and found the following corrections needed: V PreRjt fa- / '° e a -i'-71- Eit/ fo 7 L Aeidec _S—Q. e o/1///ern CG -# Cyl gvq ZroLliet 1" i 1 8-a3 a) N4 a J-3 "d 1.1)ed or,- 6 _.(e /4„.,4 4414147 - Gd a 247 la ir You are hereby notified that the above correction must be inspected before covering. When corrections have been made, call for inspection at 970-384-5003. Date /1 20 0 Building Inspector Ind Phone (970) 945-8212 I • ' No * 0.1.4.4t5 Tran, 3 ) Assessor's Parcel No d( (- 3 3? -oo -or Date /7 BUILDING PERMIT CARD Job Address 44;29G G &/6&S p— Owner [ ",i 1 Address /05-5? CYi)-t5 P -CO)IPh3dneS# `O�"T391 Contractor 1?i //1✓ ^^ -a.Q O-' c • Addressd3H1 geni6 7 . &p one # 910 93. 4/6q; i Front Rear RH INSPECTIONS Setbacks: Stills Test n�� Footing G D� vu- w/9 6 -/3-06 Foundation Grout Underground Plum ngg,,,,6i 19-06 %i1d Rough P robin cf-R-D4 Framing//42-7.7-e0 0- Ll-Ob�GYII� Insulation /%/ '-r9/a Roofing Drywall /Q -/.?-Q 6 Gas Piping /6 -Co --0 fjad ,/pi2¢ett 44 NOTES - ici qie LH Zoning Weatherproofi g Mechanical 1-z Electrical Rough (State) Q-7-fl-O(A:h Electrical ina (State) /Z -7-Z6 Final Checklist Complet d? - Certificate Occupancy �(3-5 Date / 1,t1' Septic System # '1//7 b ( .,.fr..) Date -5H ") Final Other flb t (continue on back) *INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT jj GARFIELD COUNTY, COLORADO Date Issueid4. i9 of q Zoned Area Permit No 1 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 Inspector and IMM .l IATELY BESOME NULL A i VOID. 1111 ce Use Address or �LegalIll Descnption Owner .it ` S Setbacks Front Side Ri.A3 Hca. Contractor ¶P t 1.4,4M+rKtO I Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 6. -‘, - D(p f k 6/0/1,6 kik Driveway Foundation Wit kin N/' Underground Plumbing 617_0 6.7,,,,e_ Insulation /p-/3->Shkik, Rough Plumbing 9_/3.0, ,Q Drywall 10-/3 .D6 Chimney & Vent 01_2.A. oco ,Gyy1 Electric Final (by State Inspector) /2-f-06 t Gas Piping /g o6 a Final n, - V-06 Q1.1._, Electric Rough (By State Inspector) 91.- 2,0 Septic Final i•Z9-og. Framing /p-f�G (To include Roof in place an 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 For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD DatSf Na_ By IY A A& CE IF PLACED OUTSIDE - COvt.R WITH CLEAR PLASTIC