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HomeMy WebLinkAboutApplication- PermitGarfield County Building & Sanitation Department 108 8`h Street, Suite #401 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 No. 1DOiI Job Address 009 1 Ssktrcryve,R D Cql6d3 a- -o Nature of Work Buildin Permit Use of Buildin Owner Contractor SiCdienn.EAAt A. Coy.= Amount of Fermi t $.,r C { Date f''gb35, /a / Clerk Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 B"' Street, Suite 401. Glenwood Springs, CO 8I801 Phone: 970.995.8212 / Fes: 970-384-3470 ? Inspection Line: 970-384-5003 JOO 1 1 Parcel/Schedule No: .39/ 0,791e9.50.9 Job Address: Qor - S�HG�kL GANG Lot No: 4„vg Block No: ubd. / Exemption: STI.t21--1A167 /.%A -J -i /J446 ST700-L-uvo-7 &Ai/VUi p.44 p Owner: Address 7"/ 4e. Ph: � ECeA �Tt itl�j us a v�wcz..:., co 90.5 O!®OCv Wk Ph: £ 4/ /7/623 Contractor: Address: s70 ~5,4 4 ,9i4Mac-, 5/. 171(eA.erze.velgt GAO. Architect/Engineer: Sq. FL of Building: 5; els 5a Fr Address:,. /1y/A15T, ed9/14e441611LE CQ Sq. Ft. of Lot: f_ �G. P11:93 -34'43 Lic. No. 4E1'57 Ph:�O�;- 0o,71713 Height: ,y5 / ti Use of Building: /2.B/4•77,YL S'Ntx EAm1L;V 7 Describe Work: 0/ /l)QN/C• - 8 Class of Work: 9 Gars ii; 10 o Driveway Permit M99 5-707 5Q Fr— ©rNew ❑ Single Double Lic. No. No. of Floors: 0 Alteration u Remove Addition :] Move Carport: 0 Single J Double 0 On -Site Sewage Disposal Y Site Plan 11 Valuation of Work: S �Go® CV Adjusted Valuations: S 12 Special Conditions: NOTICE A SEPARATE ELECTRICAL PERMIT 15 REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS. OR. IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 15 COMMENCED. HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS 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 LOCAL LAW REG TING CONSTRUCTION OR THE PERFORMANCE OFCO 'UCTI DATE -cPpFxErr. - APPROVAL DA.., 62 Plan Che k Fee: Total Fee:446:42/ �U V 4o773,' W Permit Fee: 2-72415 OCC Group: Dated Permit Issued: 4(0 Const. Type: Zoning: Setbacks: u. Home: ISDS No. & Fee: 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 OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28 201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION. ERECTION. CONSTRUCTION. AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLTI'IES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES. THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER. BUILDER. AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. rz I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL)• A(21..._ The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; S. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # /00 ( 3-- /7- ,;?ev,, Signature Date Bpapplicationfeb2006 VALUATION/FEE DETERMINATION Applicant 72,LA14NA Subdivision 37144/114 L Address 06131 00Atike 1,114 Lot/Block Date 6.21- D Contractor Finished (Livable Area): Main 2726 Upper )i ).5. - Lower Other Total Square Feet Valuation 3814 74'1 Basement: Unfinished Z Z.549 Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation 57(r y IS Valuation Decks/Patios: Z.`] ' , Covered 143 Open Valuation x zej7 Valuation Total Valuation z- 9z q2Ce -� 8 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan 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. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, 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 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's 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 L 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks d apply. Yes l/ 3. Does the site pl Disposal Syst adjacent .r+ Yes nclude when applicable the location of the I.S.D.S. (Individual Sewage ) and the distances to the property lines, wells (on subject property and erties), streams or water courses? 4. Does the site p1 irate the location and direction of the County or private road accessing the property" Yes �. 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing sal in accordance with the IRC or per stamped engineered design? Yes 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces andt}ye clearances required between wood and earth? Yes 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and t ? Yes 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor bads andwin' dreads? Yes 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? ,7 Yes 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof ra ets or joists or trusses? Yes 11. Does the building section drawing or other detail include the method ofpositive connection of all columns and ? Yes 12. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave ofa gable or shed rooforthe top ofa flat ro (Building height measurement usually not to exceed 25 feet) Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and mo 1 and Colorado Phase II certifications or phase II EPA certification? Yes No 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with IRC? Yes No 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping s and/or basements comply with the requirements of the IRC? Yes 1 - No 16. Does the plan include a window schedule or other verification that windows provide natural Iight andven ' tion for all habitable rooms? Yes No 17. 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 s glazing for these areas? Yes No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on a plan? Yes No 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes No 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted out it. Yes No 21. Will thisbe tl'only residential structure on the parcel? Yes l/ No If no -Explain: 22. Have two (2} 1nplete sets of construction drawings been submitted with the application? Yes ,�/ 23. Do you understand that the minimum dimension a home can be on a lot is 20R.wide and 20f1. long? Yes No 4 24. Have you designed or had this plan designed while considering building and other construction a requirements? Yes No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone ct? Yes No 26. Does the plan acc rately indicate what you intend to construct and what will receive a final inspectio b . e Garfield County Building Department? Yes No 27. Do you understand that approval for design andlor construction changes are required prior to the applicatio these changes? Yes No 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building pe Yes 1 No 29. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 3 -5003. Yes No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50. e -inspection fee? Yes No 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy o e building? Yes No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IR Yes No 5 33. Are you aware that prior to submittal of a building permit application 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 5-8601. Yes No 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at tim applicable inspection. Yes No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parce10111111111111e Number for the lot you are applying for this permit on prior to submittal of a building t application? Your attention in this is appreciated. Yes No 36. Do you know that the local fire d' 'ct may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Signature of Owner J Date Phone: 9(,p3`.862/3 (days); (evenings) Project Name: .S77 G/A/47 Project Address: 009/ -S ��r✓c�- NZ),e-&i Notes: If you have answered "No" on any of the 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 a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application 6 PLAN REVIEW CHECKLIST Applicant STI ? LIALDate 6.17 - ale Building Engineered Foundation /I4 Driveway Permit L"Sufire .cd Site Plan t', Ssaa�.at,,c —Septic Permit and Setbacks kip cw ItGT —'13rade/Topography 30% Atta Residential Plan Review List Minimum Application Questionnaire Subdivision Plat Notes l Fire Department Review Valuation Determination/Fees L -4 -ed Line Plans/Stamps/Sticker Attach Conditions Application Signed PlanReviewer To Sign Application `Parcel/Schedule No. It d 40# Snowload Letter- Manf. HP ms. Soils Report GENERAL NOTES: Planning/Zoning Property Line Se .acks 30ft Stream S = backs Flood Plain Building eight Zoning • ign-off Roa• pact Fees H r A/DRC Approval rade/Topography 40% Planning Issues Subdivision Plat Notes Jun 01 06 09:15a Sage Properties LLC 503-282-5641 p:1 ` -it= 5i'i✓C� RD'u 0ti (-0 T 7 S Si- g Lk;,(„, 05/22/2686 21:41 9709455025 5-22-06 DRAWINGBOARD ILING R A NCH TO: GARFIELD COUNTY BUILDING AND PLANNING DEPT. 108 8T" STREET GLENWOOD SPRINGS, COLORADO 61601 TO WHOM IT MAY CONCERN, THE STIRLING RANCH DESIGN REVIEW BOARD HAS APPROVED THE SINGLE FAMILY HOME PLANS SUBMITTED BY BECKY STIRLING, TO BE CONSTRUCTED ON LOT 28 OF THE STIRLING RANCH SUBDIVISION, BASED ON SEVERAL CONDITIONS. THE DESIGN REVIEW BOARD CONDITIONS ARE OUTLINED AND AGREED TO IN THE STIRLING RANCH FINAL REVIEW OF 5-22-06. BASED ON THIS AGREEMENT, THE STIRLING RANCH DRB APPROVES THE APPLICATION FOR A BUILDING PERMIT FROM GARFIELD COUNTY. THANK YOU. ROBERT CLASSEN, ARCHITECT CONSULTANT STIRLING RANCH DRB THE STIRLING RANCH DRU ROBERT CLASSEN, JESS PEDERSON AND DAVE CARDIFF PAGE 01 11 111 TIMBERLINE ENGINEERING STRUCTURAL/CIVIL (ENGINEERING • CONTRACTING + ClE]E .TI ilED ENERGY DESIGN PROFESSIONAL al at 2, zaaa GARS SEG & p�p,N�NGJuly 20, 2006 gtf1'�plN Garfield County Building Department (via Facsimile 970-384-3470 original via U.S. Mail) Attn: Andrew Schwaller 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Re: Lot 28, Stirling Ranch PUD, 50 PSF Snow Loading Dear Mr. Schwaller: All roof structures associated with the structural plans for the above project have been designed to support a 50 psf snow loading. If you have any questions please call me at 970-963-9869. Sincerely, TIMBERLINE ENGINE w° '!' •{(ADO /Qh, ODA PO 11 4 - David A. Powell, PE, Re4o. 25851 "W°61144511$Nijklj-" P.O. I.i OX 631 CARB®NDALE, CO. 81623 PHONE 970 963 9869 / FAX 970 963 9003 TIMBERLINE ENGINEERING STRUCTURAL/CIVIL ENGINEERING IERING CONThAC I G *CERTIFIED IENIERGY DESIGN PROFESSIONAL July 20, 2006 Garfield County Building Department (via Facsimile 970-384-3470 original via U.S. Mail) Attn: Andrew Schwaller 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Re: Lot 28, Stirling Ranch PUD, Existing rebar Dear Mr. Schwaller: I have inspected the existing foundation exposed vertical rebar for the above project and found it to be sufficiently clean and capable of supporting new construction. If you have any questions please call me at 970-963-9869. Sincerely, TIMBERLINEENG 1 EERING eta6teATRTi!)-"4"1:1-. David A. Powell, PE, l�gNo.�� .1 10.. c rki,... "rho fa. ' ; ]P.O. OX 631 CARBONDA1LEE, CO. 81623 PHONE 970 963 9869 / FAX 970 963 HEPWORTH - PAWLAK GEOTECHNICAL June 15, 2006 Dave Cardiff Construction Attn: Dave Cardiff 506 Mesa Verde Carbondale, Colorado 81623 i Pe mirth-P,i v ni, (`.enrtciinicD1, Inc. 50:!-C1 unty Ro.lti 1 t ii111c oo:1 ,ip:1L) . (,ilia}i.,itiii Phone: 970.045-798S F.cx.970-9,i5- i l'111i11is itrw.11,/i11i'+gc or('i11.1'a7111 Job No. 106 0517 Subject: Observation of Excavation, Proposed Residence, Lot 28, Sterling Ranch, 0091 Schooner Lane, Missouri Hights, Garfield County, Colorado. Dear Mr. Cardiff: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on June 2, 2006 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. The services were performed in accordance with our agreement for professional engineering services to Dave Cardiff Construction, dated May 31, 2006. Hepworth-Pawlak Geotechnicai, Inc. previously conducted a subsoil study on the lot for construction of a proposed spa building and presented our findings in a report dated March 13, 2002. The proposed residence will be a two story wood frame structure over a basement level. The attached garage and basement floors will be slab -on -grade. At the time of our visit to the site, the foundation excavation had been cut in one level from 2 to 6 feet below the adjacent ground surface. The footings were in-place and we understand that it was constructed about 2 years ago and has been exposed to the weather since. The footings are about 20 inches in width. The exterior of the vertical reinforcement for the foundation walls appears rusted. The soils exposed in the bottom of the excavation adjacent the footings consisted of sandy silty clay. The soil between the footings was loose from weathering to a depth of about 3 to 4 inches. There are weeds growing in the bottom of the excavation. Results of swell -consolidation testing performed on samples of the clay taken from the site, shown on Figure 1, indicate the soils have low to moderate compressibility under conditions of loading and wetting. One P;irker 301-841-7119 • Cok)rarlo Springs 719-6 "n-5562 • Silvcrrhorrte 970-468-1;:8c Dave Cardiff Construction June 15, 2006 Page 2 sample showed a low expansion potential when wetted under a constant light surcharge. No free water was encountered in the excavation and the soils were slightly moist. Considering the conditions exposed in the excavation and the nature of the proposed construction, spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 2,000 psf, as recommended in our previous report, should be adequate for support of the proposed residence. The existing foundation should be surveyed to determine if any differential movement has occurred from frost heave, thawing and wetting of the bearing soils from precipitation. The exposed steel reinforcement should be evaluated for integrity and the rust removed. The clay soils tend to have variable settlementlheave potential when wetted and there could be some post - construction movement of the foundation if the bearing soils become wet. Exterior footings should be provided with adequate soil cover above their bearing elevations for frost protection. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should also be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 55 pcf for on-site soil as backfill. A perimeter foundation drain should be provided to prevent temporary buildup of hydrostatic pressure behind the basement walls and prevent wetting of the lower level. An impervious membrane, such as 20 mil PVC, should be provided below the drain gravel in a trough shape and attached to the foundation wall with mastic to prevent wetting of the bearing soils. Structural fill placed within floor slab areas can consist of the on-site soils compacted to at least 95% of standard Proctor density at a moisture content near optimum. Backfill placed around the structure should be compacted and the surface graded to prevent ponding within at least 10 feet of the building. Irrigation sprinkler heads and landscaping which requires regular heavy irrigation, such as sod, should be located at least 5 feet from foundation walls. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and do not include subsurface exploration to evaluate the subsurface conditions within the Loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk of foundation movement may be greater than Sob No. 106 0517 Dave Cardiff Construction June 15.2006 Page 3 indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PAWLAK GEOTECHNICAL, INC. Jordy Z. Adamson, Jr., P.E Rev. by: DEH JZAlkmm attachment Figure 1 — Swell -Consolidation Test Results cc: Timberline Engineering — Attn: Dave Powell Job No. 106 0517 Compression - Expansion % Compression % 0 1 2 3 4 0 1 2 3 4 Moisture Content = 11.7 percent Dry Density = 90 pcf Sample of: Sandy Silty Clay From: Bottom of Excavation at North Side Expansion upon wetting 0.1 1,0 10 APPLIED PRESSURE - ksf 100 Moisture Content = 00.0 Dry Density == 000 Sample of: Sandy Silty Clay From: Bottom of Excavation at Southeast Corner percent pcf 1 No movement upon wetting 0.1 1.0 10 APPLIED PRESSURE - ksf 100 106 0517 HEPWOi n+Pme 1K Gea? cHMCAL SWELL -CONSOLIDATION TEST RESULTS Figure 1 STATE ELECTRICAL BOARD INSPECTION REPORT / CORRECTION NOTICE Date Rec. 8 - ;-4/- 7 PERMIT # 6.2 4. Contractor/Home Owner: p,: _c !A0 uEi.U . �✓ 1 Address: 1 C)� / S c Lc)a,,r }� ��aa �� TYPE OF INSPECTION: Partial Rough in Underground Final X, ACTION: Accepted Rejected Remarks REINSPECTION FEE Comments or Corrections: Inspector's Name ;_ Phone # Date d - FORMS: EBINSP NOTICE.DOC COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 077 .r»� Permit No. /O7/t have this day inspected this structure and these premises and found the following corrections needed: I) o...---eierevz4-)., /":7),&. /_e-2-77 4°'909 et-hee- 41r eW. ,eee —.-, c2P-e2Vti• You are hereby. notified that the above correction must be inspected -0S-03 Pc1to titer° When correction(s) have been made, ca I or inspection at 970-384-5003. Date //-.-' 2 20 Building Inspector Phone (970) 945-8212 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at Q09/ S Permit No. /coil I have this day inspected this structure and these premises and found the following corrections needed: all eef-tte 7e/e/eWe 7/ieerA02)4Q4z&ly.reet& -44,•13)4,4eAefr /roure4-zevi69e,7, 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 /0 . ,a 2 20 Building Inspector .--4e2ge",7 Phone (970) 945-8212 No 7o[fo 1 i Job Addr Owner io Contractor Der.' Assessor's Parcel No 9 ( ' -CE-03Y Date 7M/°,6-3 _ BUILDING PERMIT CARD p S- ('-�., , /d4 .3 1 Via -i -c./ rc _ktsI ? )t jiAc• Address /0 •CJ (done # 63 -° " Setbacks: Front Rear Address 504 .)14-Q4-0, `c-/' NM ne # RH �J ovi. C U . ino.4e-sv w INSPECTIONS Soils Test _ �' c'y'4a` _ Footing "2—.2,7 —045 Foundation R-/--06Grout Underground Plumbing Rough Plumbing off•^ �--+►� ;� Framing *Insulation 3-'80-07,7/71.. . Roofing Drywall `/t 9 -0'7'74,-7-- Gas v7 -- Gas Piping .2gelre'rge-tm"4-4,-5- 9.-5--07.4E- LH _ Zoning Weatherproofing Mechanical Electrical Rough (State) Electrical Final (State) -170-Final Y -g -"S" /Checklist Completed? Certificate Occupancy # Date I )\)e ,,-V-1-ow Septic System # 47/ Date —79-1 j O Final 9- -06 1' 1r Other NOTES (continue on back) ' • lee --7/az //GI *750 co GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL} SEWAGE DISPOSAL PERMIT PROPERTY QP I\Q }QCc..ck SF; ((I (tics Owner's Name 5h ` ! f rQ s-1.414 sq dPresent Address System Location _ 0691 1 Permit 4198 Assessor's Parcel No. 2)91— .19 a -res. 6 35/ This does not constitute a building or use permit. C'aPhone 963—oc,0c CU/6 Legal Description of Assessor's Parcel No SYSTEM DESIGN Septic Tank Capacity (gallon) /VA Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) /a / 1` fix' `/ �� Required Absorption Area - See Attached S6 .lAr"l ,, 54/6 Special Setback Requirements:tra'SG - �''r'- c ' Date 7— -7S' 06 Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer I i c-.. Septic Tank Capacity I ,C) Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area ?/ Absorption Area Type and/or Manufacturer or Trade Name f r U Adequate compliance with County and State regulations/requirements Other Date Inspector .-17 - +r. > /.) RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 CRS. 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 ($500.00 fine — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued.. (1 `* 6 Zoned Area Permit No( CIC)I 1 ' AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure For which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector r�and IMM1 kEDIAT LY BECOME NULL AND VOID.y�i Use 1 N , t f �G. 0,) c ,c�L is Trajki. Address or Legal Desert tion Setbark� Front Side Side___ Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing' -7-A7_06 -.72 Driveway Foundation /..c6 0//f Underground Plumbing n/74 Insulation Rough Plumbing 2 7.�7 j... Drywall f...."..c7 "774:2:7„ y Chimney & Vent l6-07r7 Electric Final (by State Inspector) R V' -o7 Gas Piping -2.- 7-0750-27q Final y.3--zR'eiK977/i1 -c - Electric Rough (By State Inspector) Septic Final q-/ -~46 0j27. Framing 316-07 i otes: 4X� 1 -T at u s c e*cas . 3 f �'+4 8"-tp '"' (To include Roof in place andi ows and Doors inatalled).y . - y ALL LISTED ITEMS MUST BE INSPECTED WHETHER INTERIOR OR EXTERIOR, AND APPROVED BEFORE COVERING - UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections CaII 384-5003 108 8th Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD Date �y. CE F PLACED OUTSIDE - VER WITH CLEAR PLASTIC Parcel Detail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property_. Search 1 Assessor Subset Query 1 Assessor Sales Search Clerk &Recorder Reception Search Basic Building Characteristics 1 Tax Information Parcel Detail 1 Value Detail 1 Sales Detail 1 Residential/Commercial Improvement Detail Land Detail 1 Photographs Tax Area 011 Account Number R041974 Parcel Number 239I29205034 Mill Levy 63.377 Owner Name and Mailing Address STIRLING SUN MESA, INC 220 W MAIN ST STE 206 ASPEN, CO 81611-1765 Legal Description SECT,TWN,RNG:29-7-87 SUB:STIRLING RANCH PUD RESUB OF LOTS 28-30 LOT:28 PRE:R008803 BK:679 PG:804 BK:635 PG:813 BK:634 PG:219 BK:574 PG:304 BK:416 PG:75 BK:1655 PG:731 RECPT:666968 BK:1354 PG:672 RECPT:603327 BK:1354 PG:662 RECPT:603326 BK:1322 PG:402 RECPT:596038 BK:1322 PG:401 RECPT:569037 BK:1269 PG:478 RECPT:584536 BK:1169 PG:631 RECPT:558189 Location Physical Address: 11 1 http://www. 2arcoact.com/assessor/ParceLasp?AccountNumber=R041974 7/21/2006 Number of Comm/Indl Buildings: Parcel Detail Page 2 of 3 Subdivision: 1STIRLING RANCH PUD RESUB OF LOTS 28-30 Land Acres: Land Sq Ft: 3.79 Section Township Range 29 7 87 Property Tax Valuation Information Sale Date: Sale Price: 1/15/2002 5,500,000 Basic Building Characteristics Number of Residential Buildings: 0 0 No Building Records Found Tax Information Tax Year Actual Value Assessed Value Land: 183,860 53,320 Improvements: 0 0 Total: 183,860 53,320 Sale Date: Sale Price: 1/15/2002 5,500,000 Basic Building Characteristics Number of Residential Buildings: 0 0 No Building Records Found Tax Information Tax Year Transaction Type Amount 2005 Tax Payment: Second Half ($1,689.63) 2005 Tax Payment: First Half ($1,689.63) 2005 Tax Amount $3,379.26 Top of Page Assessor Database Search Options 1 Treasurer Database Search Options Clerk & Recorder Database Search Options Garfield County Home Page httn://www.aarcoact.com/assessor/Parcel.aso?AccountNumber=R041974 7/21/2006