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Home My WebLink AboutApplication-Permit1 Garfield County Building & Sanitation Department 108 8`h Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address 4g41 O2 4(o Nature of Work Use of Buildin Owner NO. a l tzo Building Permit Q.119- na— cm- -Cm- til C2__. Contractor `) r -, Amount of Permit $ LfliC;C), / n) 11 Date Clerk 3 1 Permit No: Job Address: 4gy1 GARFIELD COUNTY BUILDING PERMIT APPLICATION 106 8'" Street, Suite 201. Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-9470 / Inspection Line: 970-384-5003 .94? 9-/ia..-oo-/aa/RO 3/ 34 Parcel/Schedule No: (c 14- 1 Lot No: lock No• / ^.�.�2 �e$11�1. / Exemption: . y6p 2 Owner:'1� n to v r 3flCL.e Coil( �i Address /baJ Qe o.+�P Drat -R�`f1CC t 44 fa a Ph: Leif; -44f PJL &74-//142S- &74-/1(p5 Wk Ph: c)63 -09S51 t contractor: �5m4h /f a e dress: 8'�o CR a5(j,‘;�+,(o- Ph: 816'�8Y2 Lk. No. S )S 4 Sk Architect/Engineer: del h Fwl c :� �e2na Address: 1esy �� se �sef dn, Un, F S` Ph: 90-7 - F1/4.57/)�s No. -7,7 7 5 Sq. Ft. of Building: b15 oo Sq. Ft. of Lot: ' A9. e2 t Height: 0-o - No. of Floors: r 6 Use of Building: 5+rtit +urnA Sit tI Feb r;ca W1 Skop 7 Describe Work: S+e. work a-nd erec'/-on o -o/ 51w 1-ni.v.v, m2Son yi�j \buil!,. 8 Class of Work: - New 0 Alterat1b o Remove 0 Addition 0 Move 9 10 Garage: 0 Single 0 ,V4 Double -On Carport: • 0 Single AP ❑ Double - • o, Driveway emit -Site Sewage 5-a n fy�� y air (,AiI'ierno','._,•' -rN Y Y Disposal re- Site Plan 11 Valuation of o k: $ $ 9(o,000 9� .5002000 Adjusted Valuations: S �.12 "IZ0, (Q?, 12 Special Conditions: ,,/ A SEPARATE ELECTRICAL ISSUED BY THE TEAS PERMIT BECOMES AUTHORIZED IS PERIOD OF PERIOD OF 1801 I HEREBY CERTIFY APPLICATION AND PROVISIONS OF COMPLETED WITHIN GRANTING OF A TDVIOIATE OR CANCEL LOCAL LAW REGULATING OF CONSTRUCTION. NOTICE PERMIT 15 REQUIRED AND MUST BE STATE OF COLORADO. NULL AND VOID IF WORK OR CONSTRUCTION NOT COMMENCED WmILN 180 DAYS. OR. IF WORK IS AFTER SUSPENDEDORKIS ABANDONEDMFOR . DAYS AT ANY TIME AFTER WORK IS COMMENCED. THAT I 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 PERMTr DOES NOT PRESUME TO GIVE AUTHORITY THE PROVISIONS OF ANY OTHER STATE OR CONSTRUCTION OR THE PERFORMANCE /, ' 7// 8,/'c Plan Check Fee: / g/4).38 Permit Fee: 2791 • 36- Total Fee: /4,05. 73 +519 Dated Permit Issued: — 455:75 OCC OB p Cot. '''jjj�� Const. nspe: eQ /1 Zoning: JS a 3) .3 I l�� Setbacks: Manu. Home: .—%F-41 ISDSSNo. & Fee:ER �t4, A -.i r • $S°•� re PLNG.DEPT. ( -.yr4f APPH • /DA'T'E APPROVAL/DATE AGREEMENT PERMISSION 15 HEREBY GRANTED 10 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 GIVEN I21 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 PERMF 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 114 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 LABII IES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES. THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICFECT, DESIGNER. BUILDER, AND OWNER. COMMENTS ARE INTENDED 70 BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNIEREST. Garfom.003 (1/'I � 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND 0NDERSTAND THE AGREEMENT ABOVE (INITIAL): Ctala,(0164 ��,es-u,e.St lo(A`66 gi /619.10 i/ f 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 CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for �. occupancy use and the issuance of a Certificate of Occupancy for the dwelling under building permit # Signatury�P• 9 C5-6C— Signature 56C, BpcontOct2004 7/5- Date Date Applicant C?s U.I I, PLA Building REVIEW CHECKLIST U Date /2405- Branding 24050 Engineered Foundation �veway Permit 'Sarreyed Site Plan Septic Permit and Setbacks i� ' e/Topography 30% 4/4. Attach Residential Plan Review List ,' Minimum Application Questionnaire Nf 1pbdivision Plat Notes t//Fire Department Review Valuation Determination/Fees —Red Line Plans/Stamps/Sticker "Attach Conditions 'Application Signed �/Parc Plan Reviewer To Sign Application ff //`eUSchedule No. A/440# Snowload Letter- Manf. Hms. Soils Report he ,W 74-m, GENERAL NOTES: �b1-4I = 44.&(Q /SBO v. (p6 20 Planning/Zoning Property Line Setbacks 30ft Stream Setbacks /L8, 743 g° j/, (P77 `j20� ood Plain ilding�Height `zoning Sign -off C-"-CoadImpact Fees 4.4 /DRC Approval «/Grad Topography 40% Manning Issues t-Stdivision Plat ""�P CLQat1 2ir t–j° ntiV27 GARFIELD C INNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY CA4 Owner's Nameni I au jai. Address PThe5X-- System Location I I `T 1 r? .44(o C Permit 4136 Assessor's Parcel No. This does not constitute a building or use permit. Legal Description of Assessor's Parcel No SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date 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 ' 23 j� Date ‘/o/%//0 ` Inspector L3% .Q��'+((+JJ.��i�Q/. rIA/ P .27 QL ej is RETAIN WITH RECEIPT RECORDSAT CONSTRUCTION SITE41b //'z - c'/ 7 9- /7a coo -/c2g 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.S. 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 shall automatically be a violation or a requirement of the permit and cause tor both legal action and revocation of the permit. 3. Any person who constructs,alters. or installs an Individualsewege 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 ($500.00 fine — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. 1 Sat includefloor plan, a concrete footing and %undatiam plan, eiewd4nt all Aides with stir rM$ mkt guaAl rails, windiatesultidskiadlidillteilitilefac *'at. A'°flet ioir showing in detail, ineae^dti-b6meotifthe to -the top of e roe including dlbar, boItl;� mill eels, belles aad ittmtlatiaq,i use pAhWiichlih� ;, ap�ro�yO buil4iing =staid 'Fa�ineero mialberiequirEd ` t - p w dow scbaddlil, A , ` 4;,�• J " S gg n, roof must sqn foot levAtion �i i4i M P H. tSfan$ Ob imc+h froMi1 w - ,+ vosologisito Arithintsca IlaitalltWaiblir and indexed;aitiltribifttegiitteitette must ate, niflor --.•"- 411101.01010with the 200f,` -and Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a rete piaehlncluded that•i4 *es the local:leaf aildlltstraeture, additions or• other, buildialls and utility to the , wwerty Wolfs= each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? !bpw.of 30% ormore on nn site pleb. (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 2. Does the site plan when applicable include the 1 :S.D.S; aidividuad Segralie. ) allitiistanots to F . ` ,#hair; wells (on subject property ancjadjac gt, , ' s court*? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes L 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 ti 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 V 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes - 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes ° No Not necessary for this project 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes No Not necessary for this project 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No Not necessary for project 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes 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 plans 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 construction? Yes No Not necessary for this project 13. Is the wind 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 joists, 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 flat 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 II certifications or Phase II EPA certification? Yes No Not necessary for this project v' 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 requirements 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 light and ventilation for all habitable rooms? Yes No Not necessary for this project 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; • lazing 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 installation in this building? Yes k No Not necessary for this project 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the 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 in use in this building? Yes No Not necessary for this project i Sat G gaG-a4 i,a¢_ clavi,m,-l') 4 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No Not necessary for this project 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes - No Not necessary for this project 27. Do the plans indicate that 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 construction code requirements? Yes No Not necessary for this project 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes No 31. Do 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 Zoning Resolution for setbacks. Yes No 32. Do you understand that approval for design and/or construction changes are required prior to the 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 permit? 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? Yes No 5 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 Uniform Codes? Yes 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. Teo 37. Are you aware that requesting inspections on work that is not ready or not accessible will result in 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 Department 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 ` 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 No 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes ✓ No (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 the best of' my ability. Signature Qv 9413 0 qSt{ Phone: &I3- `ltcAa (days). (evenings) Project Name: 41-9'// C R 34' (p C 8 9c-3 4 rd , n�1-mac. Project Address• cr s2 Date Note: 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 111111111)111141111111111111111 Ulla „1 1111111111111 626799 5/06/2003 02:10P 21467 P76 M RLSDORF 1 of 4 R 0.00 D 0.00 GRRFIELD COUNTY CO STATE OF COLORADO ) )ss County of Garfield ) At a regular meeting of the Board of County Commissioners for Garfield County, Colorado, held in the Commissioners' Meeting Room, Garfield County Courthouse, in Glenwood Springs on, Monday, the 14th day of April A.D. 2003, there were present: John Martin Larry McCown Tresi Houpt Don DeFord Mildred Alsdorf Ed Green , Commissioner Chairman , Commissioner , Commissioner , County Attorney , Clerk of the Board , County Manager when the following proceedings, among others were had and done, to -wit: RESOLUTION NO. 2 0 0 3- 31 A RESOLUTION CONCERNED WITH THE APPROVAL OF A SPECIAL USE PERMIT APPLICATION FOR THE A STRUCTURAL STEEL FABRICATION SHOP AND STORAGE YARD FOR RALPH FRITZLAN AND KATHY HANGS WHEREAS, the Board of County Commissioners of Garfield County, Colorado ("Board"), has received an application from Bruce and Betty Collins, on behalf of Ralph Fritzlan and Kathy Hangs, for a special use permit ("SUP") to allow for approval of a structural steel fabrication shop and storage yard within the AR (Agricultural / Industrial) zone district; and WHEREAS, the Board held a public hearing on the 14th day of April, 2003, upon the question of whether the above described SUP should be granted or denied, at which hearing the public and interested persons were given the opportunity to express their opinions concerning the approval of said special use permit; and WHEREAS, it was established that the SUP runs with the land and is issued to the property owner, Ralph Fritzlan and Kathy Hangs, and upon sale of the property to Betty and Bruce Collins, the SUP shall remain in effect; WHEREAS, the Board on the basis of substantial competent evidence produced at the aforementioned hearing, has made the following determination of fact as listed below: 1. Proper posting and public notice was provided as required for the meeting before the Board of County Commissioners. 1 ERIE HMI 1111 11111 111111 11119' 1111 IIII IIII 626794 05/0E/2003 02:10P B1467 r'1 11 RLSDORF 2 of 4'R 0.00 D 0.00 GARFIELD COUNTY CO 2. The meeting before the Board of County Commissioners was extensive and complete, that all pertinent facts, matters and issues were submitted and that all interested parties were heard at that meeting. 3. The above stated and other reasons, the proposed special use permit has been determined to be in the best interest of the health, safety, morals, convenience, order, prosperity and welfare of the citizens of Garfield County. 4. The application has met the requirements of Special Use (Sections 5:03, 5:03:07, 5:03.08 and 9:03) the Garfield County Zoning Resolution of 1978. NOW THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Garfield County, Colorado, that Special Use Permit is hereby approved, subject to compliance with all of the following specific conditions: 1. All representations of the Applicant, either within the application or stated at the meeting before the Board of County Commissioners, shall be considered conditions of approval, unless specifically altered by the Board. 2. The Applicant shall comply with all applicable requirements of the Garfield County Zoning Resolution of 1978, as amended. 3. The Applicant shall comply with all State and Federal regulations and standards, such as Noise Abatement, Water and Air Quality. 4. The Applicant shall comply with the Garfield County Noxious Weed Management Plan. 5. Building permits are required for the new structures. 6. The area of the storage of raw materials will be screened with appropriate berm (minimum 4' in height) and trees, and/or fencing on the north and trees or other vegetative growth on the east and west. 7. All lighting fixtures shall be designed and placed to prevent direct reflection on adjacent properties, Interstate 70 and County Road 346. 8. The Applicant shall comply with the following recommendations from the Garfield County Road and Bridge 'Department: a. No off-loading or parking shall take place on County Road 346. b. A stop sign shall be installed on the property to the entrance to County Road 346. The sign shall be installed in conformance with standards set forth in the Manual on Uniform Traffic Control Devices. 2 111111-11111 111111 1111 1111 111111 III!" _J1111 11111111 626789 05/06/2003 02:10P 81467 -d M RLSDORF 3 of 4,R 0.'80 D 0.00 GARFIELD COUNTY CO 9. , Vibration, emission of smoke and particulate matter, and the emission of heat or radiation shall comply with applicable Federal, State, and County laws, regulations and standards. 10. The Applicant shall comply with all Local, State and Federal Fire Codes that pertain to the storage of oxygen, acetylene and mineral spirits. 11. The Applicant shall obtain and provide the Planning Department a copy of an exempt commercial well permit. Should water usage exceed 1/3 acres feet, the Applicant shall obtain the additional contract water from West Divide Conservancy District. 12. Any uses in addition to the steel fabrication shop, office and storage yard the property owner shall obtain any additional special use or conditional use permit necessary. 13. The property owner shall meet the appropriate noise standards which may require the Applicant to meet the "Residential' zone noise level pursuant to Colorado State Statue 25-12-130. Dated this sth day of May , A.D. 20)3 . ATTEST: 0.4 -O% r -. C erk of the Board GARFIELD COUNTY BOARD OF COMMISSIONERS, GARFIELD COUNTY, COLORADO Upon motion duly made and seconded the forego following vote: COMMISSIONER CHAIR JOHN F. MARTIN COMMISSIONER LARRY L. MCCOWN COMMISSIONER TRESI HOUPT , Aye , Aye , Aye STATE OF COLORADO ) )ss County of Garfield ) I, , County Clerk and ex -officio Clerk of the Board of 3 :•111111111111111111111111111 Din In v 1111 64Zof99 4,R50.t0Z003 02:10P D 0.00 GARFIELD7SDORF GoiNTY CO County Commissioners, in and for the County and State aforesaid, do hereby certify that the annexed and foregoing Resolution is truly copied from the Records of the Proceeding of the Board of County Commissioners for said Garfield County, now in my office. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said County, at Glenwood Springs, this day of , A.D. 20 County Clerk and ex -officio Clerk of the Board of County Commissioners 4 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: Project Name: Collins Building Address: 4941 CR 346, Silt, CO Occupancy: F -2,B Construction: II -B Date: November 29, 2005 Contractor: Smith Architect: Engineer: Peightal 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 = 360 feet. Perimeter which fronts a public way or accessible open space Minimum width of public way or accessible open space = 20 Allowable area increased 31.48% for frontage increase. - - Sec. 506.2 FL = 260 feet. NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Office 1 Shop TOTAL FOR FLOOR BUILDING TOTAL - - Sec. 503, 504, 506 and Table 503 B F-2 ok 1580 30241 0.05 ok ok 6620 30241 0.22 ok 8200 30241 0.27 ok 8200 30241 0.27 ok Allowable area and height calculations are based on different uses being separated by fire barriers. -- Sec. 302.3.2 Accessory areas are greater than 10% of the total floor area, unlimited area has not been used. Page # 2 Code review for: Project Id.: Collins Building Address: 4941 CR 346, Silt, CO The actual height of this building is 28.0 feet. PROPERTY DESCRIPTION: North Side has a property line. - Distance to property line = 146.0 East Side has a property line. - Distance to property line = 270.0 South Side has a property line. - Distance to property line = 125.0 West Side has building. - To building = 200.0 ,assumed property line 100.0 Exterior wall rating based on distance to assumed property line. -- Sec. 704.3 and 702.1 FIRE SEPARATION DISTANCE OCC F-2 B BRG WALL 0 -hr 0 -hr EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 NORTH NON OPNG% BRG UP/PR 0 -hr NL/NL 0 -hr NL/NL BRG WALL 0 -hr 0 -hr EAST NON BRG 0 -hr 0 -hr OPNG% UP/PR NL/NL NL/NL BRG WALL 0 -hr 0 -hr SOUTH NON OPNG% BRG UP/PR 0 -hr NL/NL 0 -hr NL/NL BRG WALL 0 -hr 0 -hr WEST NON BRG 0 -hr 0 -hr OPNG% UP/PR NL/NL NL/NL The exterior walls are required to be of NONCOMBUSTIBLE material. -- Sec. 602.2 Projections from exterior walls shall be of noncombustible material. -- Sec. 704.2.1 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. Page # 3 Code review for: Project Id.: Collins Building Address: 4941 CR 346, Silt, CO 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. Exception 3: If roof construction _s 2 -hour fire -resistive and of noncombustible construction, a parapet wall is not required. FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS -- Table 601 ELEMENT MATERIAL RATING NOTES Structural Frame Noncombustible 0 hour Interior Bearing wall Noncombustible 0 hour Interior nonbrg wall Noncombustible 0 hour Note 5 Floor/Ceiling Assembly Noncombustible 0 hour Roof/Ceiling Assembly Noncombustible 0 hour , 13 Stairs Noncombustible None NOTES: 5. Fire -retardant treated wood shall be permitted in: A. Nonbearing partitions where the required fire -resistance rating is two hours or less. -- Sec. 603.1, 1.1 Partitions dividing portions of stores, offices or similar places occupied by one tenant only and do not establish a corridor or serve an occupant load of 30 or more may be: A. constructed of fire retardant treated wood B. one hour fire resistive construction C. wood panels or similar up to six feet in height. - - Sec. 603.1, Exception 8 13. Fire -retardant -treated wood shall be allowed in buildings including girders and trusses as part of the roof construction. - - Table 601, c.3. PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES -- Sec. 712 Page # 4 Code review for: Project Id.: Collins Building Address: 4941 CR 346, Silt, CO 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 exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Page # 5 Code review for: Project Id.: Collins Building Address: 4941 CR 346, Silt, CO 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 -- Sec. 716 Dampers shall be accessible for inspection and servicing. 716.4 Where required. -- Sec. 716.5 1. Fire walls. -- Sec. 716.5.1 2. Fire barriers -- Sec. 716.5.2 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 # 6 Code review for: Project Id.: Collins Building Address: 4941 CR 346, Silt, CO OCCUPANCY SEPARATIONS -- Sec. 302.3.2 and Table 302.3.2 F-2 to B = 2 -hour fire barrier Openings in this fire barrier are required to be protected with 1 1/2 hour fire assemblies. -- Table 715.3 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 1 Office 16 1 3.2 No N/A N/R 1 Shop 33 1 6.6 No N/A N/R TOTAL FOR FLOOR 49 1 9.8 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 Page # 7 Code review for: Project Id.: Collins Building Address: 4941 CR 346, Silt, CO 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 # 8 Code review for: Project Id.: Collins Building Address: 4941 CR 346, Silt, CO EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group F2 is 300 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 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 # 9 Code review for: Project Id.: Collins Building Address: 4941 CR 346, Silt, CO 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) Foam plastic insulations are required to be protected. -- Sec. 2603 Page # 10 Code review for: Project Id.: Collins Building Address: 4941 CR 346, Silt, CO 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 # 11 Code review for: Project Id.: Collins Building Address: 4941 CR 346, Silt, CO 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 # 12 Code review for: Project Id.: Collins Building Address: 4941 CR 346, Silt, CO 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. 10/31/2005 23:07 6258627 ROAD AND BRIDGE PAGE 02 Garfield County Appdadots Dae: 10/162003 Termatak s Dea:ll/162003 Ditd 3 Aoodeaden for Driveway Permit �t-w 4— Permit Nadler:124 PermitNawelar:124 Pentdtee: Betty Cela: 4"1 Corwly lea Masher: 346 Impeder: lake Mali Sth Ce ter: iSarc✓aed « hereby requests permission and =dimity from the Bored of County Commissioners to con truct a driveway approach (es) on the right-of-way off of County Rose) At address, adjacent[ to ,Applicant's property located on the Nert j side of road fa the purpose of obtaining seas to property. Applicant submits baewuh for the consideration and approval of the Board of County Commissioners, a sketch of the proposed installation showing all the necessary specification detail including: 1. Froatsge of lot along toad. 2. Distance lion centerline of road to property line. 3. Number of driveways requested 4. Width of proposed driveways and angle of approach 5. Distance from driveway to road intersection. if any. 6. Si=n and shape of area separating driveways if more than one approach. 7. Setback distance of building(s) and other structure improvements. S. No unloading of equipment on county road, any damage caused to county road will be repaired at cqmaim 9. Responsible for two yens from the date of ooee4ldion Coal Pp y4iem 1) The applicant represents all parties in interest, and affirms that the driveway approach (es) is to be constructed by him far the ban fide propose of securing aces to his property and not fir the purpose of doing business or servicing vehicles on the road right of way. 2) The applicant shall furnish anther and materials, perform all work sod pay all con in connection with the construction of the driveway(s). All work shall be completed within thirty (30) days of the permit date 3) The type of construction shall be u designated and/or approved by the Board of County Commissions or their representative end all materials used shall be of utisthmay quality rid subject to inspection and approval of the Board of County Commissioners a that tepseensstive. 4) The traveling public shall be protected during the insonation with proper warning signs and signab and the Beard of County Commissioners and their duly appointed agates and employee shall be held harmless against any action for personal injury or property damage sustained by any rason of the exercise of the Permit 5) The Applicant shall assume respoestbiity for the removal or clearance of snow, ice, or sleet upon any potion of the driveway approach (es) even though deposited an the driveway(s) in the cease of the County mow removal 10/31/2005 23:07 6258627 ROAD AND BRIDGE PAGE 03 6) In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shell ' be surely braced before the fate is cad to prevent any slacking of the remaining fame, sad all posts mad wire removed shall be turned ova to the Divx Rood Supervisor of the Board of County Commissioners. 7) No revisions or additions shall be made to the ddveway(s) a its sppurteomces as the righto -ray without Cm permihian of the Bard of County Commissioners. II) Provisions and specifications outlined herein shall apply on all roach under the jurisdiction of the Band of County Commissioners of Garfield County, Colorado, rod the Specification, set forth on the attached hereof and iocaparabed herein as conditions beret SoeckI CesdkMn 1. Corrina a 40' wide driveway, oro advert i regdred. 2. Asphalt or mere* pod is required 40' wide X 10' bog X 4" thick 3. Gravel ponies required slier pod of 40'. 4. No more then ■ 3% slope away hem the Canty rood. S. Workmse eigieage 1 required sad leepeetiso of the driveway will be required upon aompletioa by person amiss permit. 6. Step sign will remake os driveway but say Brad to be reloaded ihr the sew driveway. In signing this application and upon receiving authorization and permission to instill the driveway approach (es) described herein the Applicant signifies that he has rad, understands and accepts the foregoing provisions and conditions and agrees to construct the driveway(s) in accordance with the accompanying specificstioo plan reviewed and sppoved by the Board of County Commimionn i SIMS:qty Co''j Addams: _..' ... h . c,1co-17/ C d /6 Teleple ms Number: 62/,l' -V Permit granted IW1Q20U3, subject to the provision, spee dos, end eooditbss stipulated herein. For Board of County Commimiooen' of Garfield County, Colorado: ae2/Latie---p9& Represenntive of Gorfiold County Road and Bridge Signature 10/31/2005 23:07 6250627 ROAD AND BRIDGE PAGE 04 $peciiicad ns 1. A driveway approach is understood to be that portion of the county road right -of way between the pavement edge and the property IS that is designed and used for the letarcbaage of traffic between the roadway and .hutting pmporty 2. At any intaseclioo, a driveway shalt be resiricted.6or a sufficient distance from the intersection to preserve the normal and safe movement of traffic. (It is recommended for rural residence entrances that a teini s= intersection clearance of 50 feet be provided snd for ural commercial entrance a minimum of 100 feet be per) 3. All entrances and exits shall be so loafed and constructed tint vehicles approaching or using them will be able to obtain adequate sight distance in both directions along the county rad in order to maneuver safety sod without t hindering with county road traffic. 4. The Applicant shall not be permitted to erect any sign or display material, either fixed or movable, on or extending over any portion of the catty rand right-of-way. 5. Generally, no more than are approach andl be allowed any parcel or property the frontage of which is lees than me hundred (100) feet Additional entrances or exits for prods baying a toothy in access of one hundred 100) fed shall be permitted ody after showing of 'Mal convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way wall not a trach upon adjoining hxoparty 7. No commercial driveway shall have a width greater then thirty (30) feet measured at right angles to the centerline of the driveway accept as increased by permissible radii No noncommercial driveway shall have a width greeter than tatty (20) feet measured at right a.gies to dee centerline of the driveway, except as increased by pami.arble radii. It The aids of an approach to the road may be at a rift angle to the centerline of the catty mad and of any angle between ninety (90) dares and shay (60) degrees but .ball not lie Si than sixty (60) degrees. Adjustment will be made according to the type of traffic to be served and other physical conditions. 9. The construction of paring or servicing eras on the county road right-of-way is specifically prohibited. Commercial establishments for customer vehicles should provide off -the -road parking f acilhiea. 10. The grade of entrance and exit shall dope downward and any from the road surface at the same rote as the normal shoulder slope and for a distance equal to the width of the shoulder but k no case leas than twenty (20) feet from the pavement edge. Approach grades are restricted to not more than ten percent (1094). 11. All driveways and approaches shall be so constructed that they shall not interfere with the drainage system of the street or county road. The Applicant wr71 be required to provide, at bis ower expense, drainage structures at entrances and exits, which will become an integral pert of the miming draesge system. The Bard of County Com issaioaaas or their repr.axtive, prior to batallsdon, must approve die dimensions end types of all drainage structures. Notes This permit shall be made available at the she where rad when work N being done. A work sketch or drawing of the proposed driveway(s) sed saompaq appMatlisa. No permit will be hood without drawing, Wsapri t, or shaaeh. 10/31/2005 23:07 6258627 1 Fax ROAD AND BRIDGE PAGE 01 Garfield County Garfield County Road & Bridge Department P.O. Box 426 0567 CR 352 Riker CO 81650 Phone- 970425-8601 Fax - 970425.8627 Te !illy Co1hw Pia Windy Wed hie 1143 4111411 eats November 1, 2005 Piss Pent Ito Otteev y Pea* CD thpd Far Review Plass Irosiseat Please Reply Y. -d SMITH MANAGEMENT INC. 0830 COUNTY ROAD 250 SILT, COLORADO 81652 PHONE (970) 876-5892 FAX (970) 876-5893 TELECOMMUNICATIONS COVER PAGE FAX COVER PAGE PLEASE DELIVER THE FOLLOWING PAGES TO: TO: 0-n•fs--s- FROM: ov� DATE: 1'a- \-GS b\� RE: TOTAL NUMBER OF PAGES INCLUDING COVER PAGE: `a_ IF YOU DID NOT RECEIVE ALL PAGES, PLEASE CALL- (970) 876-5892 E6BS 9L8 OL6 RFC •, 1143W39HWHW HlIWS QLI=OI SO 10 Dan Sip 7. 3y 7c_. SMITH MANAGEMENT, INC. 0830 COUNTY ROAD 250 SILT, COLORADO 81652 OFFICE 970-876-5892 FAX 970-876-5893 DECEMBER 1, 2005 GARFIELD COUNTY PLANNING DEPT. 108 8 STREET GLENWOOD SPRINGS, CO 81601 RE: INSULATION SPECIFICATIONS — B&B WELDING SHOP 4961 COUNTY RD. 346 SILT, CO 81652 6 & 8" FRAME WALLS 8" CMU 4" FURRING FOR OFFICE ROOF a•d 6606 9L0 OLS R-19 FOAM OR PERSOLITE FILLED CORES R-14 PLUS CMU 2 LAYERS OF 3" POLYISOCYANURATE R-42 11.13W391AWHW HAIWS eLI:OI 90 IO oal SMITH MANAGEMENT INC. 0830 COUNTY ROAD 250 SILT, COLORADO 81652 PHONE (970) 876-5892 FAX (970) 876-5893 TELECOMMUNICATIONS COVER PAGE FAX COVER PAGE PLEASE DELIVER THE FOLLOWING PAGES TO: TO: FROM: - faikte1" J DATE: ($ - QS RE: r rim Ut pt .4 77k,€ TOTAL NUMBER OF PAGES INCLUDING COVER PAGE: IF YOU DID NOT RECEIVE ALL PAGES, PLEASE CALL: (970) 876-5892 1,06 (02i/o c---flpf, 'd 6686 9L9 0L6 �ED 2005 tiNTY - Pp,NNING 1443W39UWHW HIIWS eS2:60 SO 20 oa0 BURNING MOUNTAINS FIRE PROTECTION DISTRICT Brit C. McLin Chief 611 Main St. P.O. Box 2 Silt, CO. 81652 Gazfield County Building and Planning Department Phone: (970) 876-5738 Fax: (970) 876-2774 E -Mail: chief800@rof.net 30 November 2005 1 have met with the principals for the B & B Welding Shop project to be located at 4941 County Road 346 Silt. My concerns regarding water supply and access have been addressed and adequately met. Therefore I support the application and have no restrictions to impose. a- 6665 9L9 OL6 Brit C. McLin, Chief 1W3W30HWHW HIIWS eg2:60 S0 20 oaa COLORADO STATE ELECTRICAL BOARD 1580 Logan Street, Suite 550 Denver. CO 80203-1941 Inspection Report Permit* 578200 Permit Holder: COLORADO COMMERCIAL SERVICE, INC. 3892 HWY 82 UNIT 01 GLENWOOD SPRINGS 81801 Phone: (970) 928-9800 Fac: (970) 928.8963 Email: jmaness/,sopds.net Ste: 4941 County Rd 346 Silt, Garfield County, 81852 Owner. BBB Welding Phone: Status: Accepted Inspection type: F"mel Partial Inspection: No Trim Pewit N NEW COMMERCIAL Inspector. Cyrus Tuchscher 970425-5085 Corrections: 1) Typed drcuit directories required in all panels 2) Owner needs to relocate paint thinners to paint lockers. 3) Label d-rsconnet overhead holst Date Inspected: 09/22/2006 9/22/2006 inn •J a•d POObC10illP OM MI EGOS 9L8 01.6 Page 1of1 fly 9Z:91 18d TM-dd-dB 1IJ3W39HWUW HAIWS d60:I0 90 22 daS BOUNDARIES June 21, 2006 UNLIMITED INC. Civil & Consulting Engineers Garfield County Building & Planning 108 8t Street, Ste. 201 Glenwood Springs, CO 81601 RVCEIVED SUN 2 2 2006 GbARy�taING BUILDVO—' 6 �p . Re: ISDS Construction Site Reveiw 4941 County Road 346 Garfield County, Colorado BUI Projec To Whom I • .y Concern: A site review was conducted on May 30. 2006 for the construction of an ISDS system located at 4941 County Road 346, Garfield County, CO. The system appeared to be installed in conformance with the intent of the design. The 60'x100' evaporative bed, with 6 rows of infiltrator, was backfilled with an approved imported sand as specified in the proposed design. A 1500 -gallon septic tank/pump vault and effluent pipes/filter were installed. The contractor was advised to grade the backfill material such that surface drainage will not flow across the bed area. If you have any questions, please feel free to contact me at 945-5252. Sincerely, BOUNDARIES UNLIMITED INC. Bruce D. Lewis, P.E. Project Manager 823 Blake Avenue Suite 102 Glenwood Springs Colorado 81601 Ph: 970.945.5252 Fax: 970.384.2833 BOUNDARIES MI UNLIMITED INC. Civil Si Consulting Engineers June 21, 2006 Garfield County Building & Planning 108 8t Street, Ste. 201 Glenwood Springs, CO 81601 RECFJ1\ ED AUG 2 il.UU6 BUILDING & PLANNING Re: ISDS Construction Site Reveiw 4941 County Road 346, Garfield County, Colorado BUI Project: Collins ISDS To Whom It May Concern: A site review was conducted on May 30. 2006 for the construction of an ISDS system located at 4941 County Road 346, Garfield County, CO. The system appeared to be installed in conformance with the intent of the design. The 60'x100' evaporative bed, with 6 rows of infiltrator, was backfilled with an approved imported sand as specified in the proposed design. A 1500 -gallon septic tank/pump vault and effluent pipes/filter were installed. The contractor was advised to grade the backfill material such that surface drainage will not flow across the bed area. If you have any questions, please feel free to contact me at 945-5252. Sincerely, NyMt%umitott, BOUNDARIES, s -.lU A ' .4: • if C. IAtea= 62 ° ortri o "D° o° °° .- Project Mana i r'° �� ' :ruce D. Le 823 Blake Avenue Suite 102 l Glenwood Springs Colorado 81601 Ph: 970.945.5252 j Fax: 970.384.2833 AUG -18-2006 FRI 03;15 PM B & B WELDING, INC. FAX TRANSMITTAL P. 001 DATE: August 18, 2006 TO: MATT PROVOST FROM: Betty Collins FAX: 384-3470 FAX: 970-963-9648 TEL: 945-8212 TEL: 970-963-0954 CC: PAGES: 6 COMMENTS: MATT, HERE ARE THE SPECIAL INSPECTION REPORTS FOR THE PROJECT WE ARE SEEKING FINAL CO ON AT 4941 CR 346 SILT FOR BETTY AND BRUCE COLLINS. BRUCE, WAS PLEASANTLY SURPRISED TO HERE THAT YOU ARE NOW A BUILDING INSPECTOR!!! COOL!! BETTY RECEI,ED 4iJG 21 irj�� CAW -TLC' G BUILDING 8 PLpNN NG AUG -18-2006 FRI 03:16 PM P. 002 THUNDER MOUNTAIN TESTING ♦•♦ 2973 F. Road • Grand Junction, CO 81504 (970) 256-9965 / Cell (970) 210-7008 / FAX (970) 314-7067 B & B Welding, Inc. P.O. Box 1222 156 N. 121h Street Carbondale, CO 81623 ATTN: Mr. Bruce Collins RE: B & B Welding Shop Garfield County Silt, CO Dear Mi. Collies 2/ - June 1,2006 As requested, structural steel special inspection was conducted per the IBC 2003 Edition - Chapter 17: Struehual Tests and Special Inspection. I arrived on site at 9:15 AM. I met with you to review areas ready for inspection. Visual welding inspection was conducted at the Roof Framing Plan level on the joist to beam fillet welded attachments as required by supplied jobsite drawings provided be CKA & Associates, CKA File No. 1705-001, Drawing 1 of 2: Erection Notes - Item 12. Inspection was conducted at grid line C - D & 2 - 3. Welds were observed to be as detailed and in compliance with project specifications. Visual welding inspection was conducted at the Roof Framing Plan level on the field welding of Complete Joint Penetration groove welded comectiona at grid line A & 3, B & 3, C & 3, D & 3, E & 3, and F & 2. Connection details were per Sheet S3.1: Detail 10 on supplied project drawings provided by S K Peightal Engineers in Basalt, CO (Job #04034). As par the IBC 2003 Chapter 17, Table 1704.3, Item #5a(1): Complete and Partial penetration groove welds require continuous inspection during the fabrication process. Welds joints referenced were inspected for proper root opening, included bevel angle and proper backing bar fit up tolerances per AWS 01.1 - 2004 Edition. Inspection revealed acceptable fit up tolerances. Certified welders from B & B Welding, Inc. on site began welding. All CJP welds listed above were observed to be acceptable with visual requirements stated in AWS Dl.l - 2004 Edition and project specifications. Visual welding inspection was conducted at the Roof Framing Plan level on the 22 Gauge shop painted metal decking puddle welds and Tek screw side lap attachments as required on supplied drawings provided by CKA & Associates, File #1706-001: Drawing No. 2 of 2. Inspection was conducted at grid line A - P & 1 - 3. Puddle welds and Tek screws were observed to be as detailed and in compliance with project specifications. AUG -18-2006 FRI 03:16 PM PAGE 2 Visual inspection was conducted at the Roof Framing Plan level on the 1" ASTM A325 High Strength beam to beam and beans to column bolted connections that appear to exist on this project. Project bolt tension requirements for bearing type connections indicate to be a "snug tight" condition as required by AISC 9° Edition: Manual of Steel Construction. A minimum of 10% of all connections referenced, but not leas that 2 bolts per connection, were inspected for proper bolt tension. Inspection was conducted at grid line A - F & 1 - 3. Connections inspected were observed to be acceptable with project bolt tension requirements. This concludes the required structural steel special inspection per Chapter 17 and project specifications for the B & B Weld Shop referenced above. Ml doamtented areas are in compliance with project specifications. Respectfully Submitted, IBC Certified #0863569-85 Thunder Mountain Testing P. 003 AUG -18-2006 FRI 03:16 PM P. 004 • THUNDER MOUNTAIN TESTING ♦•♦ 2973 F. Road ♦ Grand Junction, CO 81504 (970) 256.9965 / Cell (970) 210-7008 / FAX (970) 314-7067 B & B Welding, Inc. P.O. Box 1222 156 N. 1.2m Street Carbondale, CO 81623 ATTN: Mr. Bruce Collins RE: B & B Welding Shop Garfield County silt, CO Deer Mr. Collins May 4, 2006 As requested, structural steel special inspection was conducted per the IBC 2003 Edition - Chapter 17: Structural Tests and Special Inspection.1 arrived on site at 9:15 AM. 1 met with W Dew Wood to review areas ready for inspection. Visual welding inspection was conducted at the Roof Framing Plan level on the joist to beam fillet welded attachments as required by supplied jobsite drawings provided be CKA & Associates, CKA File No. 1705-001, Drawing 1 of 2: Erection Note' - Item 12. Inspection was conducted at grid line A - F & 1 - 2, A - C & 2 - 3, and D - P & 2 - 3. Welds were observed to be as detailed and in compliance with project specifications. Visual welding inspection was conducted at the Roof Framing Plan level on the field welding of Complete Joint Penetration groove welded connections at grid lice A & 2, B & 2, C & 2, D & 2, E & 2, and F & 2. Connection details were per Sheet S3.1: Derail 10 on supplied project drawings provided by S K Peightal Engineers in Basalt, CO (Job 4104034). As per the IBC 2003 Chapter 17, Table 1704.3, Item 05a(1)_ Complete and Partial penetration move welds require continuous inspection during the fabrication process. Welds joints referenced were inspected for proper root opening, included bevel angle and proper backing bar 6t up toleranas per AWS D1.1-2004 Edition. Inspection revealed acceptable fit up tolerances. Certified welders from B & B Welding Inc. on site began welding 1 visually observed welding and cleaning °pemtarns being performed on the root passes, intermediate passes and cover passes during tine welding prones. Paint and electrical parameters acre observed to be within WPS tolerances provided. All GIP welds listed above were observed to be acceptable with requirements stated in AWS DI.1- 2004 Edition and project specifarians. Continued inspection shall be conducted at a later date. Respectfully Submitted, Scott L. axwel IBC Certified #0863569-85 Thunder Mountain Testing AUG -18-2006 FRI 03:16 PM VISUAL WELD EXAMINATIC 1 3Thrt, f2 Ply, Client g'13 °, �nsi 4ryine GU 8/0 DIMMER MOUNTAIN TESTING ♦•♦ 2973 F. Road 4 Grand Junction, CO 81504 (970) 256-9965 Project JJeLAAIP,IQSM LocationrtM S4 •'r Fabricator dl.'.R= Job No. P005 Report No 2 Page 1 o1 Technician 8S. I►' ert/Pig44t/S CSC Time of Examination moi: SePe) Date r'/ 0 Procedure/Code/Spec. 4�4PAJ. /-a4ti/ Acceptance Criteria c efrA 6 PC. MK, HT. NO. �G sT 119 15 1 n 11 li 1 REMARKS l IFz__ ✓. GAJ ✓ Glr per tit( ✓ C41 ✓ 04 7 ✓ sem-gale C2 lee - ti ((01 fit r ‘f IS V . . r :ti 4' Reviewed le r'//!£a Approved by Date RUG -18-2006 FRI 03:17 PM P. 006 , .7.7 6 ' pas &An" - THUNDER MOUNTAIN TESTING ♦•♦ 2973 F. Road ♦ Grand Junction, CO 81504 (970)256-9965 / Cell (970) 210-7008 / FAX (970) 314-7067 BB;BWelding, Inc. P.O. Boa 1222 156 N. I2° Street Carbondale, CO 81623 ATIN: Mr. Bruce Collins RE: Fabrication Inspection New Welding Shop Silt, CO Dear Mr. Collins March 17, 2006 As requested, structural steel special inspection was conducted on site per the IBC 2003 Edition - Chapter 17: Structural Tests and Special Inspection. I arrived at your "New Welding Shop " site location at 3:30 PM. Visual welding inspection was conducted fabricated beam and column material on site. Please refer to the attached "Visual Weld Examination" report. Each piece was inspected for proper length, hole sin and weld inspection requirements per AWS 1)1.1 and supplied shop fabrication drawings. All material listed on referenced report was observed to be fabricated incompliance with project supplied drawings and specifications. Continued inspection shall be conducted at a later date. Respectfully Submitted, o L. 11 IBC Certified #0863569-85 Thunder Mountain Testing AUG -18-2006 FRI 03:17 PM P.007 —)c)3 .Tie- W THUNDER MOUNTAIN TESTING ♦•♦ 2973 F. Road ♦ Grand Junction, CO 81504 (970) 256-9965 / Cell (970) 210-7008 / FAX (970) 314-7067 B & B Welding, Inc. P.O. Box 1222 156 N. 1241 Street Carbondale, CO 81623 ATTN: Mr. Bruce Collins RE: Fabrication Inspection New Welding Shop Silt, CO Dear Mr. Collins March 3, 2006 As requested, structural steel special inspection was conducted on site per the IBC 2003 Edition - Chapter 17: Structural Tests and Special Inspection. I arrived at your shop at 10:00 AM. 1 met with you to review protect specification requirements. The Welding Procedure Specifications and Welder qualification Test Reports for certified welders in the shop were reviewed and found to be in compliance with project specifications. Copies of certifications are on file at your facility at time of inspection. There are approximately 34 Complete Joint Penetration (CJP) groove welds total that occur at the mid- flange and wed sides on Piece #'s C2, C16, C10, C13, C12, C14, C5, C15, C6, C8, C9, C7, & C1 1. As per the IBC 2003 Chapter 17, Table 1704.3, Item #5a(1): Complete and Partial penetration groove welds require continuous inspection. Visual welding inspection was conducted on the fit up tolerances of referenced CJP joints. Welds joints were inspected fur proper root opening, included bevel angle and proper backing bar fit up tolerances per AWS DIA - 2004 Edition Inspection revealed acceptable fit up tolerances. The certified welders on site were I*. Jeff Peters, Mr, Kenny Skinner, and Mr. Dean Woods. 1 visually observed welding and cleaning operations being performed on the root passes, intermediate passes and cover passes during the welding processes. Preheat and electrical parameters were observed to be within WPS tolerances provided. Ml CIP welds listed above were observed to be acceptable with requirements stated in AWS D1.1 - 2004 Edition and project specifications: Continued inspection at the jobsite shall be conducted at a later date. Respectfully Submitted, Scott L. Maxwell IBC Certified #0863569-85 Thunder Mountain Testing COUNTY OF GARFIELD - BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 99Y/ d/Z3 514 Permit No. 9760 I have this day inspected this structure and these premises and found the following corrections needed: a) :�Le s yz ? s) eleeitcCrid 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 9--/F-40 C %%i/ 20 /� Building Inspector Phone (970) 945-8212 Job Address Owners/r?' 1 ContractoiSM Rib ' S t ¢backs: rout Rear Soils Test Footing I"Rno.fs !/A Assessor's Parcel No. Q 1^19-i7Q--& /RC Date /a-7 -0s-- BUILDING PER1' CA Foundation 3-z-2` Grout -Sea- Underground Plumbing Rough Plu bin Framing Insulation .j 2E -06 'ala Roofing Drywall %-3-o; A'n1 Gas Piping lv-IU-OL- - 66— ws,i r. Ip �/�p.� Address -4e hone#��1h_J s$ AddresC_R-asNphone # 97 -S7 RH LH zoning -579-7&R f NSPECTIONS Weatherproofing Mechanical Electrical Rough (State) Electrical Final (State) 47-22 -06 cr✓ —pit Final 9-n-06 /Checkli le ted? Certificate Occupancy # ..'+" Date '2 -o6 Septic System # � /3C=. Date /9— - n t - Final Other NOTES (continue on back) 50-st-MC 0 3 /6' 06 >l f go' 'zit] oath - Q( o/( 3 -u - o6iv\ ,O 3 -2Z -OG 1Pot Sca.'6I ti 7( � >E� &//5 JB ;P.t„q 7;/ ak � o 1 t .u:tz_ /43 al( (*4aa lirett. 2' o4 *Lone- 3-22.o1, -- wale 6 3- 5/-0‘.. /d z 9 ,✓ a/4 d• v-4 -06 Gvut A.) sad 'a 4, S a/3 Y-14it le if -o6 .9wt N Wal.( 40 %"-l`1-1)6 lent - mi &t/ 9'- £s b4 ,OM. / 3 3% /(1D6 hhk, ¥' st.4-tx&Aff 3/ 11 AV -fin_ $' d' 7i Vv C dant,i Z1 -rap U ok 3 f £/&/ -q, -l- -9/PsteALL, Oda Ti 4a t.rc. ,1) Jk n o bktvl» 8a&' 4° €412-43 k40? 11_111_06 prik Ig - g -o4, ern 601-a -1" INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURSHMICf REQUIRED FORINSPECTIONS NOTICE REQUIRED INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issuedj. /bSZoned Area.._ Permit No en (CAN 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 IMMEDIATELY BECOME NMI.. AND VOID. Use S.�.l�..Y.iL 1 & ta;OS aha s Address or Legal Description 1 l� owners!: ASS Setbacks Front Side Contractor5rlAI 114b,.. IMCIAgleln Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final inspection. INSPECTION RECORD Footingw-- Driveway Foundation 3_.,_06 Underground Plumbing )_ 3/-o £, ' Insulation 6-a6-06-a,q, Rough Plumbing 6 _Hit 6% Drywall 7- 5-06 a'\ Chimney & Vent "/y 9 -aa -066 Piping 6_ /44067-# Final 9-a,--06 ,27e.alfir.neW- Septic Final i,% m Framing 6...2.c.06 h ; i (To include Roof in place 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 APPROVED Date 10 BYMS6247.5 IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC