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Home My WebLink AboutApplication- PermitS' •„ Garfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address D 6M C_ , 1/3 por,t,wy,h4Q_, Nature of Work Use of Bui Owner Contractorbier Buildinz Permit e :393T/79 00-931 Amount of Permit $ Jl / 2, 59 t e ; GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8° Street, Suite 201, Glenwood Springs, CO 81601 (� Phone: 970.945-82121 Fax: 970-384-34701 Inspection Line: 970-384-5003 Permit No: ) --- j Parcel/Schedule No:t393`1!2 -00--PLZ1 AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY LIVEN 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 PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. TRE 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. Garfom.003 (Y 4 n 59, TEBYclocKlril D GE 35THATI HAV1 EAq AANDUNDERSTAND THE AGREEMENT ABOVE (INITIAL): Job Address: / so e_, /) a 3 n cd -it ?1 62-3 �e M°t 0;2.r t5 l� a- ®5 6 1 Lot No: Block No: ubd. / Exemption: 2 Owner: C4PrrA . CcwST L, L.0 . Address G 241 co • eD ' 1lu"l �h• —144 I Wk Ph: 3 Contractor: !f1P,T4L- Cor L.L.C. \7�iLL5 Address: ZH Co• ttt if Ph: ci45-It-1 11 Lic. No. 4 Architect/Engineer: 1.V1s N16 J J DFZ Address: 113 vrroobwo /1i/£N co. Pb- 948 — R341 Lic. No. C. "62 Z. 5 So Ft. of Building: 12 i6ol Sq. Ft. of Lot: 2t Scl AcetS Height: 23 No. of Floors: 1 6 Use of Building: aFfr Cc_e___ / v Air -6 Nito 4S C 7 Describe Work: iSt A i1/4.11. -01tJe 8 Class of Work: X New o Alteration o Remove o Addition ❑ Move 9 10 Garage:A❑ Single N• +)-' o Double Carport: o Single ❑ Double 9< Driveway Permit it On -Site Sewage Disposal .d( Site Plan (Septic) 11 Valuation of Work: $ Adjusted Valuations: 5 G 12 Special Conditiops: acoq'• r/ V` 026t1 -ID 0 1Jvlotl . NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 1S NOT COMMENCED WITHIN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A�/ PERIOD OF I80 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERMNCTHIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR L. LAW REG LATING CONSTRUCTION OR THE PERFORMANCE NSTRU• I. ,�.P'� �S ,� Plan Check Fee: r1 1 / (I3 1O 7 Permit Fee: � c sr7 AS Total Fee: Dated Permit Issued: S3 °1 O - 3 ocGr � �pp; cp Type: 5 y} 4: Zoning: Setbacks: Manu. Home: ISDS No. &Fee: .p WNER / lot B • D APP'. L/DATE �''a'' .1 T6 AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY LIVEN 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 PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. TRE 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. Garfom.003 (Y 4 n 59, TEBYclocKlril D GE 35THATI HAV1 EAq AANDUNDERSTAND THE AGREEMENT ABOVE (INITIAL): • The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 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, 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 # 3 ] . /6cti/elo' OrrAis e/s/o y Signature Date Bpcont03/2004 t • R Applica PLAN REVIEW CHECKLIST e/rnyc. OLP 4 (,C Date S4 t? Building Engineered Foundation Planning/Zoning Property Line Setbacks ./Driveway Permit 30ft Stream Setbacks Surveyed Site Plan Flood Plain /U. SepticSPermit and Setbacks rba-w, pBuilding Height ✓Grade/Topography 30% Zoning Sign -off 04. Attach Residential Plan Review List Road Impact Fees `M mum Application Questionnaire HOA/DRC Approval )A Subdivision Plat Notes Grade/Topography 40% Fire Department Review sjc.R,ti --t�q ✓Pianning Issues — 3 C.t �,rp Valuation Determination/Fees Subdivision Plat Notes '�ed Line Plans/Stamps/Sticker ch Conditions Application Signed Pand Reviewer To Sign Application (-/Water and Sewer ,Sc -41 ✓Parcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: 0Ffa j2S. r• 5 270 iOili.t.tioc04 25 3o 1- 70=4 330,218 E 1 q7g 2-01 2_ 5o74n. 4° `l 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. 9 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 retumed. 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: I. 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. Yes ✓ 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 licensed surveyor with their signature and professional stamp on the design. Yes 7 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 7 only", "Approval drawings only", "For permit issuance only" or similar language? Yes / 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 / 6 wt -riw Topa-w4Ak 5. Does the site plan indicate the location and direction of the State, County or private road accessigg 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 Uniform Building Code for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes a/ 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 V No Not necessary for this project 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes ...V 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 3 7 • , 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 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 I/ 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 / 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 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 Uniform Building Code Table 5-A) Yes ✓ No Not necessary for this project 1 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 ✓ uo no.napoo p,l, 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 V No Not necessary for this project 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes .7 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 Tots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes V No SPEcui- 04e- Peitrtrr Cep pi4-yso 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 7 No 5 7 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 Occupancy and occupancy of the building? Yes / No 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform 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 result in a $47.00 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 9 I hereby acknowledge that I have read, understand, and answered these questions to the byst of my ability. Signatute D e Phone: ?LIP Mg/ (days); syr- /114/ (evenings) Project Name: G41i %i- (au, , OFficA Project Address: O._ OC, Cu. KD . //3 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 p��nut. 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 04/2003 7 Rug 2? 2004 11:08RM Precision Mechanical FAX TO: Kathy Building Dept. Phone Fax Phone 970-384-3470 970 945-1412 p.1 mom" I Dees pUG 2 '7 2004 v U P�BUILDING $,NNIN G I RE: Friday, August 27, 2004 INumber of pages including cover sheet 3 FROM: Patti Module Capital Construction, LLC 0241 Cnty Rd 167 Glenwood Springs Co. 81601 Phone 970-945-1441 Fax Phone 970-945-1412 IREMARKS: ❑ Urgent 0 For your review 0 Reply ASAP D Please Comment Kathy Attached is the application for the driveway permit on 0566 County Road. 113. We have sent the payment on to the road department. Thank -you Douglas Mochrie Rug 27 20d4 11:08AM Precision Mechanical 89/26/2004 01:55 6258627 970 945-1412 p.2 ROAD AND BRIDGE PAGE 03 Garfield County Application for Driveway Permit tppNeadra DSc inthillfW Pens &Nsmb:SI Tnmsbu'aaDals:W2dlM1 Carag2.SNwebsr.113 Inspecton Baby &aka DINS:1 SI C.a rnisal r; Pontius: Grad Cwrswaedlete, LLC hereby request; permission and authority Roo the Bard of County Comeslaioners to construct ■ cbtcwsy approach (a) at therigM-v way off of County Itoodalaterseetion dHwy 12and CR113amCR113,ad}oeatoApplicant's pntpaty bated on sin Lm aide of road for the puppies of draining scree to pwpaty. Applicant submits herewith for the confidential and approval of the Bard of County Commiesiena+, a sketch of the proposed instalition sbowiog all the necessary specification detail including 1. Frontage of lot miens road. 2. Dina from marathon of road to property lime. 3. Number of driveways repeated 4. Width of reposed dt'ivewsys sad angle of appal& 5. Distance Bow driveway to rad intersection, if asy. 6. Size and rape of area separating driveways if man than one.pproscb 7. Seebeck distance of building(s) and ether eructs improvement 1. No unbadig of equipnst on musty road, my damage caned to any sod will be repaired at aabdiv Wer agent 9. Rwpomble for two years from the date cf oamplstioa. fautilhialisse 1) Tho applicant represents all ponies is haat, sad erns that the driveway approach (s) is to be eommtracaed by him for the boos fide purpose of securing saes to Ids properly and not for the pulpae d doing burins a =vices vehicles on the road sight of way. 2) 11. applicant shall furnish a0 labor and mawia4, patine all work, and pay all coats in nonaction with the construction of the driveway(s). All work shall be campletad within thirty (30) days of the permit ate. 3) The type of oomhtrotloo,ball be as dei_ eted sadl r approved by ds Beard of Carry eaoisie.m or their represents/1n and .n m taieb used elfin W of aatlaflctay quality and subject to bspttia sed approval of the Bard of Courtly Commissioners or theirtapaetstive. 4) The traveling public shall be protected during the installation with proper warning signs and signab and the Board of Country Commlaiooers Jed their duly appointed agents and employee shall be held harmless apiwt any action for person) injury a property damage sustained by any rasa of the aavise of the Permit. 5) The Applicant shell .sane responsibility for the removal or cleera.ot of snow. W. a War open any ponies of the driveway approach (a) eve though deposited an de driveway(*) in *5 nurse of the Canty sow renewal Rug 2? 20d4 11:OBRM Precision Mechanical 970 945-1412 p.3 60/26/2004 01:55 6258627 ROAD AND BRIDGE PAGE 84 6) le be even it becomes meccaswy to remove my tight -of -sew fermi, the posts on either side of the ennace shell be surly braced before the frame is onto powers any decking of the remaining fence ed all pats and wire removed shall be tamed over to the District Rad Supervisor of the Board of Canny Cammisslanere 7) No revision re indigene shall be made to be arisen*) or fu sp , t-. - a thsrigherkway withal rinse petandaaofthe Bard ofCounty O -t- 'aw 8) Prov'sioos and specifiatims outlined hereon shall apply ea ell roads under the jurisdiction of the Bard of County Commiebnen of Gaef sld County, Colorado, and the Spseiiatioar, sat forth on the attached baeof and iaeosparated herein as conditions hereof. fianigraiithiam 1. Driveway widtb-3011 1 Culvert nae IS1ax100 3. 30'>10's1 "tiielt eldpeal pori mired. 4. 1MR of {:caval perdue required. 1 Tra bib arifsr been need to be reacted it 3* $ the wad br vW NNy. 6. Watson elms ngrswd. In signing this sppliaeon and upon receiving authorization and permission to install the driveway approach (eta) described harm the Applicant signifies that he hes rad, understands and excepts the feeegoiag provisions and coaditiom sod agates so cooatrua the driveway(e) in seceadence with the aocempanyisg specification pion reviewed end appy by the Bond of County Coamiesieeers. di er Addis OZW GR. /C'7 c-Eivw-onD Takpbmlgosba q7o -fir-•Yqi' S Ob -r• Permit granted EDS subject to the prerblssa. spsd&aium and coediting stipulated breba For Beard of Countyun Commissioners' of Garfield County, Colorado: dace/ Repraastive of Garfield Camay Aoudad Bridge Silt' nor 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: Capital Const. L.C.C. Address: 0566 CR113 Carbondale, CO Occupancy: S1,B Construction: V -N Date: September 3, 2004 Contractor: Architect: Engineer: Report By: Capital Menendez Kurtz A. Schwaller NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. NFPA 13 sprinkler system throughout the building Sprinkler system used for allowable area increase -- Sec. 505.3 SEPARATION DIRECTION BOUNDARY AREA INCREASE NORTH Property line 30.0 Feet EAST Property line 45.0 Feet SOUTH Property line 200.0 Feet WEST Property line 100.0 Feet Allowable area increased 62.5% for open -- Sec. 505.1 FL FIRE PROTECTION 30.0 Feet 45.0 Feet 200.0 Feet 100.0 Feet area on 3 sides. NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Office 1 Warehouse TOTAL FOR FLOOR BUILDING TOTAL -- Sec. 504 and Table 5-B B 51 ok 5270 39000 ok 7004 39000 12274 39000 12274 39000 The actual height of this building is 23. feet. 0.14 0.18 0.31 0.31 ok ok ok ok Page # 2 Code review for: Project Id.: Capital Const. L.C.C. Address: 0566 CR113 Carbondale, CO EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Occupancy S1 B EAST For Occupancy S1 B SOUTH For Occupancy S1 B WEST For Occupancy S1 B None 3/4 hour Bearing Wall 0 hour 0 hour Bearing Wall 0 hour 0 hour Bearing Wall 0 hour 0 hour Bearing Wall 0 hour 0 hour Not Allowed Non -Bearing Wall 0 hour 0 hour Non -Bearing Wall 0 hour 0 hour Non -Bearing Wall 0 hour 0 hour Opening Protection None None Opening Protection None None Opening Protection None None Construction Material Any Any Construction Material Any Any Construction Material Any Any Non -Bearing Opening Construction Wall Protection Material 0 hour None Any 0 hour None Any Parapet Required No No Parapet Required No No Parapet Required No No Parapet Required No No 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. Page # 3 Code review for: Project Id.: Capital Const. L.C.C. Address: 0566 CR113 Carbondale, CO 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 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 DRAFT STOPS: If there is combustible construction in the roof/ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 3,000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 708.3.1.2.2 When sprinklers are installed in the attic, the area may be 9,000 sq.ft. and the greatest horizontal dimension may be 100 feet. OCCUPANCY SEPARATIONS -- Table 3-B S1 -B Ohr HEATING EQUIPMENT SEPARATION: FOR S1 OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. - - Sec. 302.5 FOR B OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. - - Sec. 302.5 ADDITIONAL SEPARATIONS: A refrigeration machinery room shall be separated from the remainder of the building as required for an H7 occupancy regardless of area. A horizontal occupancy separation may be limited to the actual floor area of the machinery room. Structural supporting elements shall be protected for the type of construction only. -- Sec. 2802 A 1 hour separation is required from an S1 occupancy. -- Table 3-B Page # 4 Code review for: Project Id.: Capital Const. L.C.C. Address: 0566 CR113 Carbondale, CO EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Office 53 2 10.6 No N/A Out 1 Warehouse 14 1 2.8 No N/A N/R TOTAL 67 2 13.4 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 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 components. Width shown for other floors & basements is based on stairways. - - Table 10-B For the minimum width of doors, see Sec. 1003.3.1.3 For the minimum width of hallways, see Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4.2 For the minimum width of stairways, see Sec. 1003.3.3.2 FOOTNOTES: Page # 5 Code review for: Project Id.: Capital Const. L.C.C. Address: 0566 CR113 Carbondale, CO FLUSH AND SURFACE BOLTS: Manually operated edge- or surface -mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface -mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003.3.1.8 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003.3.1.8 Key -locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door(s) must swing without operation of any latching device. -- exc. STAIR NOTES: Public stairways: 1) The rise of steps shall not be less than 4 inches or greater than 7 inches. The minimum run is 11 inches. The maximum variation is 3/8 inch in a flight of stairs. -- Sec. 1003.3.3.3 2) The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 49. -- Sec. 1003.3.3.2 Also see exit table above to see if minimum width is greater than 44 inches. 3) Provide a handrail on both sides of stairway 34 to 38 inches above the nosing. May be on one side of stairways less than 44 inches wide. -- Sec. 1003.3.3.6, Exception 1 4) Provide a guard rail where drop off is greater than 30 inches. -- Sec. 509.1 5) The minimum height is 42 inches. -- Sec. 509.2 6) Open guardrails shall have intermediate rails or ornamental pattern such that a sphere 4 inches in diameter cannot pass through. -- Sec. 509.3 The triangular opening formed at the riser, tread and guardrail may be 6 inches. -- 509.3, Exception 2 7) The minimum headroom is 6 ft.- 8 inches. Such clearance shall be measured vertically from a plane parallel and tangent to the stairway tread nosing to the soffit above at all points. -- Sec. 1003.3.3.4 8) Enclosed usable space under the stairs is required to be protected as required for 1 hr. fire -resistive construction. -- Sec. 1003.3.3.9 Page # 6 Code review for: Project Id.: Capital Const. L.C.C. Address: 0566 CR113 Carbondale, CO LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is 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 250 feet. -- Sec. 1004.2.5.2 The travel distance may be 400 feet in the major occupancy if it is equipped with smoke and heat ventilation as specified in Section 906. -- Sec. 1004.2.5.2.5 Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 Page # 7 Code review for: Project Id.: Capital Const. L.C.C. Address: 0566 CR113 Carbondale, CO 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 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class C. -- Table 15-A 2) See section 1504 and ICBO research reports for requirements. AUTOMATIC SPRINKLER SYSTEMS: If there are 100 or more sprinklers, all valves controlling the water supply and water -flow switches shall be electrically monitored. Valve monitoring and water -flow alarm and trouble signals shall be distinctly 'different and shall be automatically transmitted to an approved central station, remote station or proprietary monitoring station. -- Sec. 904.3.1 Code review for: Project Id.: Capital Const. L.C.C. Address: 0566 CR113 Carbondale, CO STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. FOOTNOTES: Page # 8 Table 9-A VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 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 # 9 Code review for: Project Id.: Capital Const. L.C.C. Address: 0566 CR113 Carbondale, CO 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. B4.2.3 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 # 10 Code review for: Project Id.: Capital Const. L.C.C. Address: 0566 CR113 Carbondale, CO 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 provided 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 required 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 Page # 11 Code review for: Project Id.: Capital Const. L.C.C. Address: 0566 CR113 Carbondale, CO GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. Aug 24 2004 5:16PM Precision Mechanical 370 945-1412 CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS August 6, 2003 Capital Construction LLC Attn: Douglas Mochrie 0241 County Road 16/ Glenwood Springs, Colorado 81601 Subject: OWS Evaluation and Recommendations, Proposed Warehouse Building 0566 Cattle Creek Road Garfield County, Colorado Job No. 15892 p.2 Mr. Mochrie, As requested, we have visited and evaluated the subject site and prepared an onsite wastewater system (OWS) evaluation. The site visit was conducted on July 24, 2003. SITE CONDITIONS The site is a 2.90 -acre lot located in a rural area in GarfieDugravel County, Colorado.field and a 12 two residences and several sheds on the property. A standard 12 X 40 50- gallon two-compartment septic tank OWS serve the residences. The drain field was installed under an ISDS permit in 1991 Our observations during the site visit indicate the drain field is operating adequately- Observation of the drain field during our visit indicated no surfacing of effluent nor condition that would suggest the system is not functioning properly. There is a well that serves the property as indicated on Figure 1. PROPOSED CONSTRUCTION A 12,000 square foot warehouse and office budding with parking facilities is proposed as indicated on Figure 1. Three bathrooms are proposed in the warehouse and offices. A total of six empDisposal System ees will be using facilities. In accordance with the Garfield County Individual Sewage (ISDS) regulations, the sewage load for six employees working an eight-hour shift is 20 gallons per clay (GPD) per person, or a. total of 120 GPD. The peak sewage loading is 180 GPD using a 1.5 peaking factor. The warehouse will be served water by the existing well located 100+ feet from the existing drain field. SUBSIIRFACE CONDITIONS Subsurface conditions were investigated by Garfield County Health Department by performing a. percolation test on. June 16, 1993. Percolation test results indicate a percolation rate of 12 minutes per inch (MPI): •W 501 Wadsworth Boulevard Whet Ridge, CO x0093 www.geo-Church.Com s4ee.aa17 Fu: 3014539321 Toa Free -1.57714x3121 Rug 24 2004 5:1S -PM Precision Mechanical 970 945-1412 p.3 OWS Evaluation and Recommendations Job No. 15892, 8/6/03 Page 2 RECOMMENDATIONS The results of our evaluation indicate the existing OWS can be utilized for the proposed warehouse. An OWS for the warehouse would require a 1000 -gallon two-compartment septic tank and 83 square feet of absorption area. The existing 1250 -gallon two-compartment precast concrete septic tank and the 12 feet X 40 feet drain field is adequate to serve the proposed warehouse and office buildings. There is additional area south of the existing drain field for another drain field, if necessary, as indicated on Figure 1. LIMITATIONS An OWS requires installation by a contractor who is experienced in its installation. Our investigation, layout, design, and recommendations are based on data submitted. If conditions considerably dif- fae:d from those described in this report are encountered, we should be called to observe the conditions. If proposed construction is changed, we should be notified to evaluate the effect of the changes on the OWS. Our office should be contacted prior to any modifications to this design to evaluate the effect of the modification. If thereare questions or we can be of further service, please call. Sincerely, CHURCH & Associates, Inc. Timothy R. Petz Project Engineer EOGtrp Appendix A — Garfield County Health Department ISDS Permit 3 copies sent, via Priority Mall Aug 24 2004 5:16PM Precision Mechanical ±2.90 ACRES 0566 CATTLE CREEK ROAD (COUNTY ROAD 113) GARFIELD COUNTY, COLORADO EG DRAIN FIELD i y PROPOSED / / ♦/ 1¢``7 / <I Ci t•�/ EXISTING ' / STRUCTURES .' / , 100 TO BE REMOVED "/ / 970 945-1412 p.4 SCALE = 80' SECONDARY BACK-UP LOCATION/1` EXISTING 1250 -GALLON • • EXISTING •. WELL 41% q / / TWO-COMPARTMENT• • PRECAST CONCRETE SEPTIC TANK THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN HEREIN AND THE WELL ANDfOR DRAIN FIELD LOCATIONS STAKED AT THE SITE ARE NOT THE RESULT 0` A PROPERTY SURVEY. IMPROVEMENT LOCATIONS ARE APPROXIMATE. IT IS THE PROPERTY OWNER'S RESPONS BILITY TO DEFINE PROPERTY BOUNDARIES AND ENSURE ALL ONSITE IMPROVEMENTS ARE _OCATED WITHIN THE PLATTED SITE AND OUT OF INAPPROPRIATE EASEMENTS. ALL SEPARATION DISTANCES ARE TO BE VERIFIED PRIOR TO EXCAVATION. SITE PLAN JOB NO. 15892W FIGURE 1 Rug 24 2004 5:16PM Precision Mechanical APPENDIX A 970 945-1412 p.5 Garfield County Health Department ISDS Permit June 18, 1993 Rug 24 2004 5:1SPM Precision -Mechanical 970 945-1412 P.6 \1 in GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N_ 2104 109 8th Street -.Salle 903 Aasss$or's Parcel No. Glenwood Springs, Colorado 91101 Phona(303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY This don not constitute a building w use permit OwnxNameCatherine Vining Present Address 0566 Cattle Creek Rd, C'dgoe 945-5292 System Location 0566 Cattle Creek Road (County Road 113), Carbondale Legal Deecrlpflon of Assessor's Parcel No. SYSTEM DESIGN {`1 750 ' S.ptic Tank Capacity (gallon) 'Other �02 / a Par lation Rate (minutes/Inch) ,Number of Bedrooms {or other) 4'3ip' .;I'9oc/4 6-keAcHC3ed='/?'X3b'st,3r rice) RequiredAbsorption Area- SeaAtaeebedV.,.• fZ�9 pi 2,,,'•t,}i?.t (jA To'�nl try- x.y / pIrice)'I-E-U-4 Spacial Setback Requirements: ' 229 E 0 0 n7 it A C "t or IT✓ I S rw.rt, ' Oats 6 —) Inspector 4T— $ZV11 FINAL SYSTEM INSPECTION AND APPROVAL. (as Installed) Call for r Inspection (24 hours notica) Before Covering Installation System Installer cuv}✓.4e. l}'E.CJ/2 Septic Tank Capacity /�'"us. At—le.../S-4.. - Sabha Tank Manufacturer, or hada Name Septic Tank Access within B" of surae I2' X416' Absorption Ara C'• Roe -4 w -. } } ti`� - Rade_ ) y Absorption Area Type and/or Manufacturer or Trade Name •�-/ ' Adequate compflance with County and State mouiattundrequiremsnts. r 4 Other . T':,. , f Date &•^ i /`.. • Inspector RETAIN- WITH RECEIPT RECORDS AT CONSTRUCTION SITE s t Q • A CONDITIONS: ,. 1. All Installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disease) Systems Chapter1. 25• Article 10 C.R.S. 1973. Revised 1994. • yjn . • . • - - i' 2. This permit is valid onlytor connectlonto etructures whit:h have fully complied with County zoning and building requirements. Con- nection to or use with arty dwelling or etructura not approved by the Building sndZoning office shell automaticellyhs a violation dr ■ require/rant of the permit and nus for both legal action and revocation of the permit - . •ew 3. Any Person who constructs. alters. or Installs en individual sage dispels/I system In a manner/nth involves eknowing and material '5 variation from the terms or spec licadons contained In the application of permit commits a Clint Petty Offense ($500.00 fine —a months In nil or both). - , s.,nn,..nt' n...., r.,.,. nan..r.,.w,• Di.,, r,..... Rug 24 2004 5:1GPM Precision Mechanical • 4.• „ FAX TO: Fred Jarman Building Dept. Phone Fax Phone 970-384-3470 I RE: 970 945-1412 p.1 I Date Tuesday, August 24, 2004 Number of pages Including cover sheet 6 FROM: Pani Mochrie Capital Construction, LLC 0241 Cnty Rd 167 Glenwood Springs Co. 81601 Phone 970-945-1441 Fax Phone 970-945-1412 IREMARKS: ❑ Urgent ❑ For your review ❑ Reply ASAP 0 Please Comment Fred, Attached is the paperwork we spoke about. Thank you, Patti Mochrie 4, - i� /S 6/ - RECEIVED AUG 2 5 2084 'LLD COUNTY L LUING & PLANNING 1/20/2005 6:13 AM FROM: Fax Electrical _Plumbing Inspectors TO: 364-3470 PAGE: 001 OF 001 • (1 • COLORADO STATE ELECTRICAL BOARD 1580 Logan Street, Suite 550 Denver, CO 80203-1941 Inspection Report >' Date Inspected: 01/19/2005 PERMIT #: 542020 Permit GRIZZLY ELECTRIC Holder: P.O. BOX 2291 BASALT 81621 Phone: (970) 927-8006 Fax: 970-927-8006 Email: GRIZZLYJ@ROF.NET Site 0566 County Rd. 113 Carbondale, Garfield County, 81623 Owner: Capital Construcion Phone: Status : Accepted Inspection type: Rough In Partial Inspection:N NEW COMMERCIAL Trim Permit:N COMMERCIAL NEW Inspector: Greg Winders 970-625-4561 Corrections: Comments: OK to cover remaining. No building permit card available. 1/20/2005 Page 1 4 r • • 113 b baa at . 4s RA. --> 1)--27'05 Ay" COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 9-544 02 (i 3 Permit No. q Z5 7 1 have this day inspected this structure and these remises and found the followin corrections needed: 1.�^ v --a. YVe�v s )�u l s tor fl loi 5/ zerCt& Med,. boon' .13TU S) 9eLr cet, on t /firth oc 14ut il a .Seek / do 1 ii .`c7 4�7 1-t rt (.�(��e % fptmrI �t^,�_K Qct. w. r(�ki0 P. tMw,;•� P1ea d k Pers n1A-R, Plus You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date _/" 7-05` Building Inspector Phone (970) 945-8212 r . 0 No. Job Ad Owne ContractornaNTht Assessor's Parcel No. BUILDIN PERMIT CAR etbacks- Front rArnerc (al Of -PL Soils Test Footing (7-u -e4l7)F Foundation -% -Z-7-ot(-4/kzh-q-cq Grout Underground Plumbing Rough Plumbing 1-77 rtiiii- Framing*,7,-ing 3 -c16-4-- Insulation c - -- Insulation t' /fc icc> £ 7 -trTi� Roofing Drywall4 Gas Piping t -3'0b/ c-rithei?i 11-16 ct?* t-Kinwe 16pfbeeteer 'a 2 30 -048711- -0C-4 d I L4 0141.4. Addrecvay' CQ 1h7 Phone # 1Ye /1/91 c2393ti a- 0i -aa Date cit' Address Phone" RH LH Zoning INSPECTIONS NOTES Weatherproofing Mechanical Electrical Rough (State) 1/ Electri I Final ( ate) Final hecklist Completed? Certificate Occupancy # Date Septic System # Date Fjnal OtherQrlUFIC) .Sg CQk. (continue on back) 6,C leticar 1404 it ` "0' "`C l�` 9K��2,�.�f 6 �� ave l jh}ntin3 4,9 1a-lE ovm- 4 V • a INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT ppG RFIELD COUNTY, COLORADO Date Issued. A...L�T Zoned Area Permit No qa5 Lf 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 IMMMEpEATELY E OMMENULL AND VOID. J�] r. Use 0147 CQ,,, / �^`� V► f �"' "• /• • M�r `•'ra` e Contractorflt 014441‘.. -- Setbacks V+‘..._ Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visibk From The Street Until Final Inspection. INSPECTION RECORD Footing C° - 21-c Foundation' / 17-u ..-G -{'an- Underground Plumbing Insulation�'A i__ Rough Plumbing _ {; ,- e / -' Drywall !�_,i Chimney & Vent _3 _05-77,4___ Electric Final (by State Inspector) SOON Gas Piping , - _ s Final 1.4 -Z f-0 Electric Rough (By State Inspectory-'& Sc. Septic Final Frami ke 2- j tin (To include Roof in place and Win ows and Doors installed). kpgopteit 4; j /(4‘/)-/J 77as- ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR., UNDERGROUND OR ABOVE GROUND. Phone 384-5003 APPR THIS PERMIT IS NOT TRANSFERABLE 109 8th Street County Courthouse Glenwood Springs, Colorado. VEDDO NOT DESTROY THIS CARD Date I: ► By �� F PLACED OUTBID - OVER WITH CLEAR PLASTIC