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Home My WebLink AboutApplication- Permitfi Garfield County , Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. kb Address OP 1 SCQ{ rout At Nature of Work Building Permit ,c2 Yf %- Y -C - 06 io Use of Buildiinng(� ren cili" ,U kets Owner Y 1 C P ' ) (VIVSl Contractor T, r e c Amount of Permit $ \'1 1smCn .'9 Date Clerk t l GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'" Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212/ Fax: 970-384-3470 / Inspection Line: 970-384-5003 Ng Parcel/Schedule 02606e/ a V o ?- a84-02- C2 0O Permit No: (91-514 AGREEMENT PERMISSION 15 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 01? THIS PERMIT, THE SIGNER. HEREBY AGREES TB COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 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 PIANS, 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 GARFIEID 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 INTEREST, Garfon.003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): in 6,46'14 CO 22' Job Address: 0a97 Q CV Ii 1 Lot o: -6-/`� Bloc: �l Subd. !Exemption' • N772.9geWS N.bHcsfit„9f '�F 2 Owner: /Met en' m e62a0 A Tess / r # 8e'X 71edcrio Ph-• 'f Y1 1 S -1S-1-1 `5D Wk Pb: 0514,3 a Contractor: },f�1A 5 Toe yrtecar 1<i Address: /,S002155 R:eio Pb: 519' 577; Lic. No. 4 Architect/Engineer: if/ soant. Address: /vi// Arc -2,6'19 Ph: Z 2- .27747 Llc. No. cz.zaha 5 Sq. Ft. of Building: 393b Sq. Ft. of Lot: 20000 Height: Lf r No. of Floors: / 6 Use of Building: l- Sd-w 0 /B%1J/2�([zStjldj.j"par 7 Describe Work: ?yip 2 �1( tei✓ 2=..-2-ti-51li. CTrzJ,1cr3 Wow 8 Class of Work: g J New ❑ Alteration o Remove o Addition o Move 9 10 Garage: ❑ Single o Double Carport: o Single o Double sr. -Driveway Permit m----On-Site Sewage Disposal se Site Plan 6707e- OE- CO. itOS/ —071 (Septic) 11 Valuation of Work: So 1 /O/ 000 Adjusted Valuations: $ 77 162 12 Q =' Speeia onditioas: COW fr104 iI tit RAIZ, a4T 70 /a ua Rk »y t +1'*o 4u Fiz s Pray Musr b n� Tb C. 0. r A Cos4hMut To `cif r' $M7 iafd „ ,y i �oe_ A SEPARATE ISSUED THIS AUTHORIZED CONSTRUCTION PERIOD 1 HEREBY APPLICATION PROVISIONS COMPLETED GRANTING TO VIOLATE LOCAL OFC. NOTICE ELECTRICAL PERMIT IS REQUIRED AND MUST BE BY THE STATE OF COLORADO. PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION 1S NOT COMMENCED WITHIN 180 DAYS, OR, IF OR WORK 15 SUSPENDED OR ABANDONED FOR A OF 180 DAYS AT ANY TIME AFTER WORK 1S COMMENCED. CERTIFY THAT 1 HAVE READ AND EXAMINED THIS AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL OF LAWS GOVERNING THIS TYPE OF WORK WILL BE WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LAW REGULAT G CONSTRUCTION OR THE PERFORMANCE ' UCT *NI / r, /, A. 6/it Plan Check Fee: m 4 "�r fP / 7./_ t A i Permit Fee: • Total Fee: Dated Permit Issued: / 7 6. / SQ / OCC Grou : /) -'I J t} ifs Type: Inst. �j' �./ 1 _ ,) Zoning: Setbacks: Manu. Rome: ISDS No. & Fee: 46 00 nt)oaf . + 1,11,1'7 7zit /2- 8 -act APPROVAtIDATE LDG DEPT. PLNG. DEPT. APPROVAL/DATE AGREEMENT PERMISSION 15 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 01? THIS PERMIT, THE SIGNER. HEREBY AGREES TB COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 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 PIANS, 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 GARFIEID 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 INTEREST, Garfon.003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): in 6,46'14 CO 22' c PLAN REVIEW CHECKLIST Applicant 11412-4. Date 7"7 Building Planning/Zoning ✓ Engineered Foundation Property Line Setbacks 1 Driveway Permit $nfl Ali 6l4-,-' 30ft Stream Setbacks ✓ urveyed Site Plan Flood Plain / S ✓ Septick�Permit and Setbacks Building Height `�Grade/Topography 30% Zoning Sign -off AZA. Attach Residential Plan Review List Road Impact Fees Minimum Application Questionnaire HOA/DRC Approval gfr Subdivision Plat Notes Grade/Topography 40% l/ Fire Department Review G. 44,44--) Planning Issues Valuation Determination/Fees Subdivision Plat Notes ✓Red Line Plans/Stamps/Sticker /ach Conditions ✓Application Signed ✓Plan Reviewer To Sign Application !/ Parcel/Schedule No. 40# Snowload Letter- Markt Hms. GENERAL NOTES: 3240 w 2S. 3 = T7,152_ GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction Under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. 1 1 - Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot. up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. Applicants are required to indicate appropriately and to submit completed 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 corner 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: 106.3.1 (7.) 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. YesA 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 license surveyor 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 2 only", 'Approval drawings only", "For permit issuance only" or similar language? Yes X No Not necessary for this project 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 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 desi Yes 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 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 )C 10. Do the plans include design loads as required under the Uniform Building Code for roof snowl�oa,ds, (a minimum of 40 pounds per square foot in Garfield County)? Yes Nt No Not necessary for this project 11. Do the plans include design loads as required for floor loads under the Uniform Building Code Chapter 16 and Tables 16A, 16B and 16C? Yes No Not necessary for this project 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes X No Not necessary for this project 13. Is the wind speed and exposure design included in the plan? Yes )0 No Not necessary for this project 3 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling oists, roof rafters or joists or trusses? Yes No Not necessary for this project 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 plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing grade contours? Yes) 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 X 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 31? Yes No Not necessary for this project 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes No Not necessary for this project X 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No Not necessary for this project 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 installation in this building? Yes i( No Not necessary for this project 23. Have all areas in the building been accurately identified for the intended use? (Occu y as identified in the Uniform Building Code Table 5-A) Yes No Not necessary for this project 4 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 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 emp yees 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? J Yes No Not necessary for this project X 28. Have two (2) complete sets of construction drawings been submitted with the applicati ? Yes _ No 29. Have you designed or had this plan designed while considering building and other construon 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 ins sf €tion by the Garfield County Building Department? Yes !X No 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For comer lots see supplemental section 5.05.03 in the Garfield County Zoning/esolution for setbacks. Yes No 32. Do you understand that approval for design and/or construction changes are required priort the implementation of these changes? Yes A 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 'teptic System" or "Road Impact" fees required, at the time you pick up your buildi permit? Yes No 5 34. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of OccupangO and occupancy of the building? Yes yy// 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 niform Codes? Yes No 36. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale, in the afternoon. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. 37. Are you Aware that requesting inspections on work that is not ready or not accessible will res4lt in a $47.00 re -inspection fee? Yes No 38. Are you aware as part of the submittal for a building permit you are required to show proof of a driveway access permit from the Garfield County Road & Bridge Department or if applicable the State Highway Department? If a permit is not nec:essary, then a letter stating that information is required. You can contact the Road & Bridge Department at 625-8601 or refer to a phone book for the State Highway Department phone number if applicable. Yes No N/A 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The I:. cense number will be requ'red at time of inspection. Yes J( No 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule Number for the lot you are applying for this pennit on prior to submiof the building permit application? Your attention in this is appreciated. Yes 7 No 41. Do you know that the local fire di ict may require you to submit plans for their review of fire safety issues? Yes No (Please check with the building department about this uirement) 6 42. Are you aware, that if you receive your water and/or sewer from an Association, a District or Municipality, you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption) at the time of the building permit application submittal? Yes \ No N/A X 43. If you are within five (5) miles of the City of Rifle or the Town of Parachute, have you checked with them conceming water shed protection zone permit require ants for ISDS and other activities? Yes No N/A I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. Signature Phone: 95r 477e, (days); 4. L j q 33$' (evenings) Project Name: Niyofni Meade/ &dal Project Address: 5ci4zea k> 44vC 4463/ Note: 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. Bpcomm042004 7 Gafield County Building and Planning 108 8th Street Ste 201 Glenwood Springs, Colorado 970-945-8212 Plan analysis based on the 1997 Uniform Building Code Project Number: Project Name: Harlan McElroy Address: Scarrow Ave. Parachute Occupancy: H4 Construction: V -N Date: July 7, 2004 Contractor: Architect: Engineer: Report By: Kirk Maslan/Kesler A. Schwaller Report created using Plan Analyst software by b w & a.. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. SEPARATION DIRECTION BOUNDARY AREA INCREASE NORTH Property line 25.0 Feet EAST Property line 48.0 Feet SOUTH Property line 30.0 Feet WEST Property line 10.0 Feet Allowable area increased 12.5% for ope - - Sec. 505.1 FL NAME FIRE PROTECTION 25.0 Feet 48.0 Feet 30.0 Feet 10.0 Feet n area on 3 sides. OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Repair Garage H4 ok TOTAL FOR FLOOR BUILDING TOTAL - - Sec. 504 and Table 5-B 3840 3840 3840 The actual height of this building is 19. feet. 5738 5738 5738 0.67 ok 0.67 ok 0.67 ok Page # 2 Code review for: Project Id.: Harlan McElroy Address: Scarrow Ave. Parachute EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Occupancy H4 EAST For Occupancy H4 SOUTH For Occupancy H4 WEST For Occupancy H4 None 3/4 hour Bearing Wall 0 hour Bearing Wall 0 hour Bearing Wall 0 hour Bearing Wall 1 hour Not Allowed Parapet Non -Bearing Wall 0 hour Non -Bearing Wall 0 hour Non -Bearing Wall 0 hour Opening Construction Protection Material None Any Opening Construction Protection Material None Any Opening Construction Protection Material None Any Non -Bearing Opening Construction Wall Protection Material 1 hour 3/4 hour Any Parapet Required No Parapet Required No Parapet Required No Parapet Required Yes No fire protection requirements for openings. Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Openings are not permitted in this wall. If exceptions do not apply, exterior walls indicated require a parapet wall not less than 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall. The uppermost 18 inches shall have noncombustible faces including counterflashing and coping materials. -- Sec. 709.4.2 EXCEPTIONS: 1) When roof is a two-hour assembly. 2) When the roof is entirely of noncombuxtible material. 3) One-hour walls with one-hour fire -resistive roof construction per exception #5 4) Wall is not required to be fire -resistive and openings are not restricted. -- Indicated by 'No' above. See section 709.4.1 for details and additional exceptions. Page # 3 Code review for: Project Id.: Harlan McElroy Address: Scarrow Ave. Parachute OTHER BUILDING ELEMENTS Table 6-A ELEMENT MATERIAL RATING Interior Bearing wall Any 0 hr Interior nonbrg wall Any 0 hr Structural Frame Any 0 hr Exterior Struct Frame Any 0 hr Floor/Ceiling Assembly Any 0 hr Roof/Ceiling Assembly Any 0 hr Stairs Any None NOTES See footnote #1 See Footnote #18 FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 9) In areas with vehicles or airplanes, the floor shall be of noncombustible, nonabsorbent materials. -- Sec. 307.2.2 18) In areas containing hazaradous materials, the floor shall be of noncombustible, liquid -tight construction. -- Sec. 307.2.2 EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Repair Garage TOTAL 19 2 3.8 No N/A Out 8 19 2 3.8 No N/A Out In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1004.2.4 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. -- Sec. 1004.2.6 Page # 4 Code review for: Project Id.: Harlan McElroy Address: Scarrow Ave. Parachute Exit signs are required from all areas where 2 or exits are required. - - Sec. 1003.2.8.2, Exception 2 No point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1 Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10-B Exit width is to be divided approximately equally among exits. - - Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress conponents. Width shown for other floors & basements is based on stairways. - - Table 10-B For the minimum width of doors, see Sec. 1003.3.1.3 For the minimum width of hallways, see Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4.2 For the minimum width of stairways, see Sec. 1003.3.3.2 FOOTNOTES: 8) The number of exits is based on Sec. 1007.4.1 FLUSH AND SURFACE BOLTS: Manually operated edge- or surface -mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface -mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003.3.1.8 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003.3.1.8 Page # 5 Code review for: Project Id.: Harlan McElroy Address: Scarrow Ave. Parachute LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1003.3.1.7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 200 feet. Sec. 1004.2.5.2 Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 Page # 6 Code review for: Project Id.: Harlan McElroy Address: Scarrow Ave. Parachute BUILDING ACCESSIBILITY: 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO/ANSI A117.1. At least 50 percent of all entrances shall be accessible. -- Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall either incorporate an area of refuge within an enlarged story -level landing or shall be accessed from an area of refuge. -- Sec. 1104.1.2 The area of refuge shall have direct access to the stairway that serves it. -- Sec. 1104.2.1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. -- Sec. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one- hour fire -resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec. 1104.2.4 6) Two-way communications are required. -- Sec. 1104.2.5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. -- Sec. 1104.2.7 8) NOTE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. -- Sec. 1104.1.2, Exception 2 VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such systerr. shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 Y Code review for: Project Id.: Harlan McElroy Address: Scarrow Ave. Parachute Page # i WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8-B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8-2 -- Sec. 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches. - - Sec. 807.1.1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. - - Sec. 807.1.2 INSULATION NOTES: 1) All insulation material including facings are required to have a flame -spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 707.3 exc.2 2) Foam plastic insulations are required to be protected. -- Sec. 2602 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from CABO/ANSI A117.1 - 1992 Page # 8 Code review for: Project Id.: Harlan McElroy Address: Scarrow Ave. Parachute WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking fountains, but not less than one, provided on every floor shall be accessible. -- UBC Sec. 1105.4.1 Accessible units must comply with the following: 1) Spout is to be within 36 inches of the floor. -- Sec. 4.15.2.1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. - - Sec. 4.15.2.2 3) Spouts shall provide a flow of water 4 inches height minimum. - - Sec. 4.15.2.3 4) Operable parts shall be located at or near the front edge of the unit and shall comply with 4.25.4 -- Sec. 4.15.3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor. -- Sec. 4.15.4.1 6) Forward approach units shall comply with 4.2. Units in alcoves shall comply with 4.2.4.4. Units not having the necessary knee and toe clearance or clear space under them shall comply with 4.2.4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach. -- Sec. 4.15.4.2 TOILET FACILITIES: 1) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec. 4.16.3, 4.2.3 & Fig. 84.2.3 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 18 in. Sec. 4.17.1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4.17.2 & Fig. B4.17.2 4) When the accessible water closet is in a stall: The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets. -- Sec. 4.18.3.1 If the door swings into the stall, the required depth shall be increased by 36 inches minimum. -- Sec. 4.18.3.2 & Fig. B4.18.3.1 Page # 9 Code review for: Project Id.: Harlan McElroy Address: Scarrow Ave. Parachute 5) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to the water closet. -- Sec. 4.24.2.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 a) Side grab bar is required to start within 12 inches of the back wall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 4.17.4.1 & Figs. B4.17.3 and B4.18.3.1 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 prcvided on the transfer side. -- Sec. 4.17.4.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 6) The top of the seat on the water closet is regt.ired to be 17 to 19 inches above the floor. -- Sec. 4.17.3 & Fig. B4.17.3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 4.19.2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. -- Sec. 4.19.3 9) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. -- Sec. 4.20.2.1 & Fig. B4.20.3.1 10) It shall extend 17 inches minimum from the wall.. The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances. -- Sec. 4.20.3.1 & Fig. B4.20.3.1 11) A clear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory. -- Sec. 4.20.3.2 & Fig. B4.20.3.2 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4.20.4 13) The bottom of mirror is required to be within 38 inches of the floor. -- Sec. 4.16.6 & Fig. B4.20.3.1 • Code review for: Project Id.: Harlan McElroy Address: Scarrow Ave. Parachute Page # 10 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding dcor assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. ea GRAND VALLEY FIRE PROTECTION DISTRICT 1777 E. BATTLEMENT PARKWAY PO BOX 295 PARACHUTE, CO 81635 (970) 285-9119, FAX (970) 285-9748 June 22, 2004 Andy Schwaller Garfield County Building & Planning Dept. 109 8's Street, Suite 303 Glenwood Springs, CO 81601 Subject: Fire Protection Plan for Harlan McElroy Andy, I have reviewed the applicant's request and have verified that it lies within the Grand Valley Fire Protection District. The project is not within the Town of Parachute, rather it lies approximately 4 miles to the west of Parachute, in a sub -division that was approved in 1962, in the Town of Oil Shale City, Colorado. I do not believe the town ever came about, but the sub -division still exists. and this is where the Scarrow Avenue came from. I have talked with Mr. Terry Kirk, who represents the applicant and he has agreed to place a 2500 -gallon water cistern on the property. The cistem will most likely contain two (2) 1250 -gallon tanks, piped together. This is acceptable the District. The applicant was also made aware of access / egress requirements, and knowing where this project is, it should not be an issue. The remainder of this letter is the standard boilerplate requirements that the applicant was given. The applicant will need to provide the following minimum fire protection practices as apart of their "Fire Protection Plan". The options available to you include either a local water supply for each residence or a central pressurized water supply for all residence as well as fire protection sprinklers. Because of the size of your project, it would appear that the localized water supply systems (NFPA 1231) and fire protection sprinkles might be better suited to provide such protection. The use of sprinklers in new construction is always encouraged, and has proved to be both cost effective and to have made the critical difference in the "saving of a structure". The key element of a 13D system is to provide enough suppressant to get the occupants out of the residence. The system is designed to provide a 10 -minute water supply. In a normal urban setting, with prompt notification to the fire department, a response and extinguishment can be started during this 10 - minute time frame. However, with a small volunteer fire department, which does not staff fire station crews, response times can be much longer. Hence, it is hoped the sprinklers provided enough time for the occupants to leave, but the fire has most likely continued to bum, and after the 10 -minute period of water delivery, the fire may again start actively burning. Fire sprinklers are not required in structures less than 3500 square feet, however we encourage homeowners to ' consider their value and the benefits that they may provide in the event of an actual fire. The recommendations of NFPA 1231 are to have a water supply located within 150 feet of a residence, a 4 '/A" hydrant connection capable of providing 500 gpm and a capacity to be determined by the square footage of the residence. After consulting other fire agencies within Garfield County, a minimum size of 2500 gallon tank per lot is a reasonable requirement for residence under 3500 square feet. Sprinkler systems would be optional for residence up to 3500 square feet Residences over 3500 square feet will need to have both the calculated size storage tank and a sprinkler system to provide initial knockdown capabilities. As far as access / egress requirements & defensible space, the Colorado State Forest Service has recommended using the NFPA 1 144 standard, Protection of Life and Property from Wildfire. The Grand Valley Fire Protection District, as well as the other fire districts within Cranfield County, has adopted this as the standard within its boundaries. Other issues to be included and noted in the proposal are as follows: If a sprinkler system is installed, the requirements for NFPA 13D will be adhered to. A minimum flow of 26 gpm with duration of ten minutes or 260 gallons (see Section 2-1) is required. The storage tank used for fire protection may be separate from that used for domestic use. If a homeowner wishes to combine the water supply for both the sprinkler system and domestic use, the requirements of the code shall be met Annual inspection / maintenance and reporting requirements of a sprinkler system are the responsibility of the homeowner. For structures over 3500 square feet, an approved fire protection sprinkler system will be required. Y An agreement to use the water stored in a fire water cistern, in the event of an emergency, is not limited to the specific residence where it is located and that its use/need is at the discretion of the fire department. The water supply (fire water cistern) is for fire protection only, not to be used for domestic use. If the homeowner wishes to combine the firewater cistern with domestic use water, an additional amount of storage will be required to maintain the minimum required firewater protection capacities. If the above conditions are met and/or made apart of a plat note to be a requirement of the new owner prior to the issuance of a building application, the Grand Valley Fire Protection District has no further concerns regarding this project. If I can be of any assistance, I can be reached at (970) 285-9119, or cell (970) 285-9851. David A. Blair District Fire Chief, GVFPD Xc: Developer/homeowner Name File 07/07/2004 18:14 9706255243 STAR PRECAST PACE 02 qQtPRADO DEPARTMENT OF'TRANSPORTATION 'STATE HIGHWAY ACCESS PERMIT COOT Perna No. 304068 s • _ State highway Nd1ApdSde 006M/070.560,1O tt« 100.00 Date of 4anamN151 06/07/004 RegiortlSanPatrd I Loci Jbnsdletion t 03102/09 Garfield County The Permitlee(s); Appecent; Ref No. 04-071 Terrill L. Kirk Terrill Kirk 1500 County Road 259 1500 County Road 259 Rifle, CO 81650 Rifle, CO 81650 970-989-5176 970-989-5176 1 hereby granted permission to have en access lo the MO hgftny at Ilse loc•INn noted 'Slow The acme shag be Constructed. maintained and used in ecoordann sob the permit. including the Slake leahway Adana Code and any eller: erns. eondiaons and exhibits. This comfit may be revoked by 11r arMg authority i1 et any Ime the permitted siOCE5s and Na use violate any pens of a omit The issuing authority. the Depettmem and ewe duly appoaesd agents and employees shall be held harmless against any action for personal or property damage sustained by reason of the aneaoae of the Paras. Location: _ Located on the oordr side of Highway 006M, ditcctly across from County Road - 1 300. – _- — • ---- Access to Provide Service to: • Gamma KAIAK Industrial (Private goad). — —................_..i_.. 20 DHV 100.00 e: i O Other teens end conditions: O • See Attached Piga 2 and 3 and Other Enclosures for Additional Terms and Coodidons. et MUhlICIPAUiY OR COUNTY APPROVAL % Required only when the appropriate local aumorlty retains issuing authority. MI 04 Daae , V Upon the signing of thea permit the permitlse awes herein, AI construction shall be completed in mil, Inhletlon. The pemdOed access shall be completed being used. The winkles shall notify Don Poole with the toast 48 roues prior to-oommeneingrconstrudtion The person signing as the permutes must De the owner or legal motet the permit and a9 terms eantaons to the terms and ci4dltions and refers attachments contained expeditious and safe manner and shall be finished within 45 days from in accordance with the terms and conditions oI the permit prior to Colorado Department;ol Transportation In Mesa as 970-285.9483 at within the State H)phway fight -of -way. representative of the proppdy served by she pnm$lad atmos and have fut Who&y to . PeaeNIK I (x Dar !� GAy This permit Is not valid until signed by a duly authorized representative of the Department. COLORADO DEPARTMENT OFTRANSPORTAT1ON By /r I Dee (ole; / 2°°:// T e Access Manager (x) 4 f` �' Reouted 1 Rayon 9 ainninen Ste Mono Seabn r Mese Codi r teen y fw tool hennab Iraphg6r• MICE Pnei Tis it [np,neer COOT Finn SlOt 471 02/22/2005 09:40 9706255243 Feb 19 p5. '10:20a Doug Young West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone; 970-434-6988 Cell: 970-260-2844 STAR PRECAST Inspection Report PAGE 02 1r. 1 Report t/1 Page 1 of 1 Date: 2-18-05 Project: McElroy Metal Building Address: 0297 Scarrow Ave. Parachute, CO Building Permit No: 9354 General Contractor: Inspection of shop fabrkation or field work at job site: Field Report Tested three sample bolts in a Skidmore -Wilhelm bolt tension testing device to determine the testing torque required for the 3/4" diameter A325 bolts used in the main frame connections. Using the testing torque determined above the 3/4" diameter A325 bolts at the main frame connections were tested for proper tightness per the AISC arbitration procedure. The bolts tested above were found to be somewhat under tightened. These bolts were then fully tightened using the testing torque, and then the bolting inspected above was found to be in compliance with the UBC, IBC, and the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. Inspectorffechnician: Douglas E Young 4 �.AH West Slope Testing & Inspection 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Inspection Report Report #1 Page 1 of 1 Date: 2-18-05 Project: McElroy Metal Building Address: 0297 Scarrow Ave. Parachute, CO Building Permit No: 9354 General Contractor: Inspection of shop fabrication or field work at job site: Field Report: Tested three sample bolts in a Skidmore -Wilhelm bolt tension testing device to determine the testing torque required for the 3/4" diameter A325 bolts used in the main frame connections. Using the testing torque determined above the 3/4" diameter A325 bolts at the main frame connections were tested for proper tightness per the AISC arbitration procedure. The bolts tested above were found to be somewhat under tightened. These bolts were then fully tightened using the testing torque, and then the bolting inspected above was found to be in compliance with the UBC, IBC, and the AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. Inspector/Technician: Douglas E Young 54 f. • WEST SLOPE TESTING & INSPECTION 3177 Glendam Dr RECEIVED Grand Junction, CO 81504 FEB 2 3 2005 Phone: 970-434-6988 GARFIELDCOUNTY Cell: 970-260-2844 BUILDING & PLANNING 2-19-05 Page 1 of 1 Andrew Schwaller Building Official 108 8th st., suite 201 Glenwood Springs, CO 81601 Please find enclosed special inspection report for the high strength bolting inspection/testing at the McElroy building in Parachute. Thank You; Doug Young STATE ELECTRICAL BOARD INSPECTION REPORT / CORRECTION NOTICE Date Rec. = PERMIT # Contractor/Home Owner: i" Address: r TYPE OF INSPECTION: Partial Rough in Underground Final ACTION: Accepted _ Rejected Remarks REINSPECTION FEE Comments or Corrections:. ,,.2-- 46 9 3 azeoy 04 47 Scaracca 44_ Inspector's Name Phone # Date FORMS: EBINSP NOTICE. DOC e Y • 4 CRB 111-2 Mildred Nadal Garfield County Clerk 109 8th Street. Suite #200 Glenwood Springs, CO 81601 5 v0 og no 1G O 0 CA) O CD as GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT Permit 4 0 2 4 Assessor's Parcel No. This does not constitute a building or use permit. PROPERTY ,y�/n1 1 !/�J P /�// ( �R1 Owner's Name / r rc Flo �a k Present Address ��S 017/�J a' bid? �%-, -4 Phone 715/75-65i / System Location a� / c�C-�i%�r^�l-LJ / I Y—�{.C� :�/�• Legal Description of Assessor's Parcel No SYSTEM DESIGN /Per Septic Tank Capacity (gallon) I '` / t ? k /v Percolation Rate (minutes/inch) � Required Absorption Area - See Attached Special Setback Requirements: Date Inspector Other ll Number of Bedrooms (Or other) / (kw ` &O FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation �a �1 System Installer Septic Tank Capacity Woo Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface {r" (s\a_At,„ y Absorption Area 11 VVI,k k _a__. , q Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Date '3 Ib dr" Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE 03. •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 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 material variation from the terms or specifications contained in the application of permit commits a Class I. Petty Offense (6500.00 Iine-6 months in jail or both). WWI. ADDI Ir AUT vd4e.. _ nCDAbTuc\rt < M • No (--\--11 Job Ad r rs Com' / sessor's Parcel NolX tioci-r S4 - 0 .-(T^ Date ia-j0 L7c} cr BUILDI RMIT CARD Owner Contractor \ Address Address hone # 15c0 (,.Qa'� ��; Qphone Zoning 5774 n S�et�bacmksn:� Fronteear RH "`" �� "`�' INSPECTIONSilk Soils Test Footing Foundation Grout Underground Plumban i-14-oS k?n Rough Plumpin Framing St-et Insulation Roofing Drywall ttst'4 (retail (- i-cC Gas Piping Other $70,5r g J /jate OTES a 3 • 11. Q, IPA LH Weatherproofing Mechanical Electrical Rough (State) Electrical Fi__naalS,ta-t�e) 1R -z9 -D C4-0 Final (L�°7Checklist Completed? Certificate Occupancy # Date Septic System # Date Final 3-10 -0 (continue on back) •1•'•t. INSPECTION WILL NOT BE I !r UN THIS CARD IS POSTED ON Mt 24 HOURS NOTICE REQUIRED FOR INSPECTIONS 1 BUILDING PERMIT GARFIELD COUNTY, COLORADO22 Date Issued /`� �G Gy QQ Zoned Area Permit No..._.I..V. .51 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 NULL AND VOID. Address or Legal Description bra Sathsks rout Side Side Rear 3 -Cor CC This Card est Be Posted So It uP�aiuly_Visib k Fr The Street Until Final Inspection. aft INSPECTION RECORD Footing i2,- 1.4—btt/ — Foundation /Z -3O - 0 y l -{t/ C /-/V o5- - -t Underground Plumbing /./45- Insulation c4 W._ Rough Plumbing ?.g_� Drywall Fitt 1�iq,�j kW -cat k -1 -RS Chimney & Vent q. ,0s 12w— Electric Final (by State Inspector)It4I )`i Gas Piping Am- Final 6, in - Electric Rough (By State Inspector) Septic Final 3//6 A S Framing .td/Notes (To include Roof in place an Windows and Doors installed). Ct6k1.0 /t�'11t44a.Olt %ikci, ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. Phone 3845003 THIS PERMIT IS NOT TRANSFERABLE 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD DateJQ. By M4A,44 IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC