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Home My WebLink AboutApplication-PermitGarfield County . Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. Rtoc s Job Address 4S5 ba tear LACGe-MS Nature of Work Building Permit tit- 17 El k ► , r S. g S/Pon 3.p. �/ , 1 Use of Building //// 11 ^^ jam. ni � Owner (� ten /CEJ J - Contractor //y Amount of Pe rm$ a"[ 79. LIR Date 0g " 0509 - c - ot1 Clerk 9-33-0( • 11 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8"' Street, Suite 201. Glenwood Springs. CO 81801 /l'��1/Pboonne::49-970-845-8212 / Fax: 970-N344470 / Inspection Line: 870-384-550003 • Ptrmit No: l.YLD5 Parcel/Schedule No: 3'13 /'7 3 b 0 I ' / Job Address: '[Z Woo�rfx-F Ka . 6. S. ?(GoI 1 Lot No: I Block No• SubdExemption: 1 t Ir 5 G e l / sicr,,. s (Los Aoeijos ) 2 O er: I 0 Cr:. i Address &J73�p l 3o Rteitsse Cd eo !� a i°14444 Zi4 3 Wk Ph: g9 - 7 ?ice 3 Contras r: - Address: 501k f 71 C n (90 -cls e Ph' eiCi ?7 - I OQi Lie. No. Joel A ti. _I cCAJCT 4 Architect/EngingenAddress: Rev V, / - S.v t�h Sox (tom°3 C� la �a(E Ph: �4 3 7 3'39 LI No. t3 .2_. L`j.! 5 Sq. Ft. et Building: 2�Yc -i ' a i'13o ) Ft. of Lot .1 i i Ac Hef t: 2 I r 11.14-1C No.of Floors: 6 Use of Bulldiryg ‘j,eiyOE rlc;.yr.lu� rratcznck 7 Descrite Work: /J Ilk iN CC'S( \ACPO'A 8 Class of Work: A New 0 Alteration o Remove ❑ Addition J Move 9 10 Garage: 0 Single )( Double Carport: 0 Single 0 Double o Driveway Permit ❑ On -Site Sewage Disposal ❑ Site Plan 11 Valuation of Work: S __AdJusted 9 7G I CCC Valuations: S z`r`l a 9. Q 12 Special Conditions: A I SUED ISSUED TIES AUTHORIZED CONSTRUCTION PERIOD I HEREBY APPLICATION PROVISIONS COMPLETED GRANTING TO VIOLATE LOCAL IF �t■ttp�� 1 NOTICE BYE ELECTRICAL OF COLORADOPERMIR IS REQUIRED AND MUST BE BY THE STATE PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION 15 NOT COMMENCED WITHLN 180 DAYS OR IF OR WORK I5 SUSPENDED OR ABANDONED FOR A OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED CERTIFY THAT I HAVE READ AND EXAMINED THIS AND KNOW THE SAME TO BE TRUE AND CORRECT ALL OF LAWS GOVERNING 11. 15 TYPE OF WORK WILL BE WITHIN WHETHER SPECIFIED HEREIN OR NOT THE OF A PERMIT DOES NOT PRESUME TO GIVE ALUHORITY OR CANS. THE PROVISIONS OF ANY OTHER STATE OR LA • GG CONSTRUCTION OR THE PERFORMANCE .' r..$r e's' 7/4 er Plan Check Fee: J 173.74) Permit Fee: /505-..76- 5'4S. 7s Total Fee: ^]�J�y? 4? �C! / Dated Permit Issued: up: Const. Type: Zoning: Setbacks: Manu. Home: ISDS No. & Fee: ra . ..%�rl�.m• q q '.ATE `� /.i /' / -� a gis. i t, / At BLDG I • ..— PLNG.'- .. I,(�� . '.•r �,.. TE APPROVAL/DATE AGREEMENT PERMISSION I5 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 1SSSUANCE OF THIS PERMIT. THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORrIY 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 PEEWIT 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 LIABLmES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES THE RFSPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICTALLY WITH THE ARTICTECT. DESIGNER. BUILDER, AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNrEREST Garfom.003 I HEREBY ACKNOWLEDGE TFIAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL) ` an-- O,U1143 li�'1.3�s �I1� ° ? mo4 ✓ f //.5 • %O ' qer acs Pito GK X152 The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, anchor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a q Certificate of Occupancy for the dwelling under building permit # St(tature BpcontOct2004 d -/b -of Date VALUATION/FEE DETERMINATION Applicant ®e t,.9Subdivision Los 4 Au go ; Address 155 /1,A. RD Lot/Block /7 Date 1- 05 Contractor Finished (Livable Area): Main 22 s S Upper Lower Other 5 Z5 Total Square Feet Z7 't 77 -a Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Deck Valuation 730v /g = /3,140 Valuation z 255 ri S red Valuation Open Valuation 252 i /z Total Valuation '3074- 20 (0,9, 40 2977.47 I/7738 act. 1/57 so 8 -42_ it 3SC6 -Bit.-z : 442 .G21 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. 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 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 comer lot. Special setbacks do apply. Yes 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes NO. 2 4. Does the site plan indicate 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 steel 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 and the 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 soffits? 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 loads and wind bads? Yes 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes uctw�i c ' y 10. Does the drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes `/ Sr'vc`wt*k �ofS 11. Does the seetioh dnw nger other detail include the method of positive connection of all columns and beams? 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 roof or the top ofa flat roof? (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 model 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 the IRC? Yes No 15. 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 IRC? Yes t/ No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes 4 -' 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 safety glazing for these areas? Yes No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the 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 ti 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 without it. Yes No 21. Will this be the only residential structure on the parcel? Yes No If no -Explain: 22. Have two (2) complete 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 20ft.wide and 20ft. long? Yes No 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes '- No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes ,/ No 26. 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 27. Do you understand that approval for design and/or construction changes are required prior to the application of 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 permit? Yes ✓ 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 384-5003. Yes No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re -inspection fee? Yes ✓ No 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 of the building? Yes z 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 IRC? 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 625-8601. 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 time of applicable inspection. Yes No 35. 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 a building permit application? Your attention in this is appreciated. Yes No 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this requirement) 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. . I2 -cam Signature of•Owner U..1 ("rt Date Phone: et(' )2 -, /Z .3fY (days); (evenings) Project Name: K 1 e (.) ; urro/ Ce 5,AJA a Project Address: k--)CCY r Li' r 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 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, delay in issuance of the permit or delay in proceeding with construction. BpminregFeb2005 7 PLAN REVIEW CHECKLIST Applicant 0 Ce u4tL_ Building Ki -ii Engineered Foundation ii-ltDriveway Permit Surveyed Site Plan `B.E _ ,* kit ASeptic Permit and Setbacks Grade/Topography 30% ttach Residential Plan Review List L/ Minimum Application Questionnaire ubdivision Plat Notes AWA. FirDepartment Review aluation Determination/Fees .../I‘ Line Line Plans/Stamps/Sticker ✓fi(touch Conditions `Application Signed ✓Flan eviewerjTo Sign Application Parcel/Schedule No. A.40#(�Snowload Letter- Manf. Hms. J a tC. <xo- GENERAL NOTES: Date 1 5- 05 Planning/Zoning `7- /Property Line Setbacks 30ft Stream Setbacks V Flood Plain Juil ing Height Zoning Sign -off bCad Impact Fees 14-rade/Topography Approval rade/Topography 40% ni g Issues t/ Subdivision Plat Notes 06/29/2006 11:45 9709287498 • FIAEPIACE OUTFITTERS Formerly Roaring Fork Hearth Company 7800 HWY. 82 - Suite 0103 GLENWOOD SPRINGS, CO 970 928-7501 Fax 970-928-7498 FIRFPLACE OUTFITTERS PAGE 01 FAX TRANSMISSION Date: 6/29/06 To: Andy or Matt Phone: fax 384-3470 From: Julie Albrecht Pages (including cover page): 4 Dear Andy and/or Matt, Reference Kip O'conner residence. Wood Stove clearance reductions. Here are 3 pages from the National fire Protection Agency re: wall protection, and what type of wall protection creates what percentage of clearance reduction to an appliance. The NFPA and Simpson Duravent list the clearance to nn -combustibles for that double S' R is wall black stovepipe at 6", and the Class A Chimney is 2++. car444 - Hope this helps. If there are any more fuzzy areas (Sometimes I think this stuff is just as clear as mud in our industry) please give me a call. Sincerely, Julie Albrecht Please call Fireplace Outfitters if this fax is incomplete (970) 928-7501 06/29/2006 12:52 9709287498 UNPACKING IlearthStone Stoves packages your Bennington stove with the greatest care so that it ships safely. Under certain circumstances, however, damage can occur during transit and handling. When you receive your stove, unpack it carefully and inspect your stove and al! parts for damage. Also, make sure that all parts are included in the box. If any parts are damaged or missing, please contact your dealer immediately. INSTALLING YOUR STOVE First you must decide where your stove will reside. After choosing an appropriate spot, inspect this location to make sure that the stove will have enough clearance to combustible materials that would surround the stove. These combustibles include walls, floor, ceiling. fireplace, and chimney, You must carefully consider the clearances to all ot'these combustibles before actually connecting your stove. Whcn considering these clearances, also decide the kind of floor the stove will rest on. Depending on your floor, you can install your stove as it is, or use a floor protector. FIRFPLACE OUTFITTERS PAGE 01 Setting Up Your Bennington Wood Stove HEARTH REQUIREMENTS AND FLOOR Please use this section to plan how to locate your stove in your particular location. Consider both the clearances of the stovepipe and the stove itself to the surrounding combustibles. Read this chapter to obtain a sound understanding of how to properly install your stove. Clearances To NFPA 211 Protected Surfaces You can reduce the clearances to combustible surfaces by using any National Fire Protection Agency (NFPA) approved wall protection system. Please refer to NFPA 211 for specifications and complete details. You can obtain this information directly fmm NFPA. National Fire Protection Agency 1)atterymarch Park Quincy. MA 02269 1-8WK)-344-3555 1-617-770-3000 PROTECTION Install your stove on one of the following: O A non-combustible floor, such a5 a slab, cement, or stone hearth. (A noncombustible floor will not ignite, burn, support combustion. or release flammable vapors when subjected to fire or the anticipated heat from your stove.) O A floor protector that you obtain from your d alar. A floor protector is any noncombustible surfse 'Id on the floor underneath the stove that extends, 6 ches -US (46 an -CA) beyond the front door. 16 inc es - US (46 an -CA) beyond the side door, and 8 inches (20 cm) beyond each side of the fuel loading and ash removal opening(s). For placement of the Bennington on carpeting. vinyl tile or other combustible materials, the unit must be installed on a noncombustible material extending the full width and depth of the unit. Installation must meet local codes. NOTE: When using a double-wall chimney connector_ the floor protection in front of the glass doors must have a minimum insulative R -value of 0.9 (English units)or a composite (homemade) floor protector with an R -value of 0.9 or more. Listed floor protectors come with various types of specifications To convert a floor protector's specifications to an R -value, do one ol'the following: • If the R -value is given. use that value — no conversion is needed. • If a K -factor is given with a required thickness (T) in inches, use this formula: R -value = UK x T • IfaC-factor is given, use the formula: R -value = PC H..MWn.. WS Howe Wawa at bra 7 Germgra Maeed mss • EXCERPTS FROM NFPA 2 1 1 APPENDIX A 9-6 Clearances from Solid Fuel -Burning Appliances. 9-6.1 Solid fuel -burning appliances shall be installed so that their use cannot create a hazard to persons or property. The clearance shall be not leu than specified in Table 9-6.1. Farnpeon No 1. Ayplinwes Nissl for madam with clearances less than' ad m rah& 99-$5.1 shallfr pnmiged to be installed in accor- dance with the terms of thn'r lis m and the a anufachnn's mmurruns. Exception No 2 Heating furnaces and boilers and water beaten specifically listed for rmtallatton rn spam such as alcoves shall be ',mulled to be so installed in accordance with the tetras of their lut- ing, prorated At spentwl clearance i+ maintained regardless of whether the enclosure es of combushbk or noncombeatbk material. Far reduced clearances, see Table 9-6.2.1. These clear- ances apply to appliances installed in rooms that are large in comparison with the size of the appliances. 94.2 Clearance Reduction. 9-6.2.1 Clearances from listed and unlisted solid fudbutning appliances to combustible material shall be permitted to he reduced if the combustible material is protected as described in Table 9-6,2.1 and in Figures 96.2.1(a) through (d). Aber reduction, clearance shall be not less than 12 in. (505 mm) m combustible walla and not less than 18 in. (457 mm) to combustible ceilings Exception. Appliances had far installation with a clearance of kss tMn 12 m. (305 mol to a rornbashble wall or kss than 18 m. (457 nun) to a combustible coling shall be installed in accordance oath the terms of their hams, and the manufacturer's tnstruchons. 9-6.2.2 Clearances From solid Fuel -burning appliances to combustible material shall be permitted to be reduced, pro- vided the combustible material is protected by an engi- neered protection system acceptable to the authority having jurisdiction. Engineered systems installed for the protection of combustible material shall reduce the temperature of such materials to 901. (50°C) rise above ambient. System design shall be based upon applicable heat transfer principles, tak- ing into account the geometry of the system, the heat foss characteristics of the structure behind the combustible mate- rial, and the possible abnormal operating conditions of the heat -producing sources. 9.6.2.5 Clearances from solid fuel -burning appliances to combustible material shall be permitted to be reduced by the use of materials or products listed for protection purposes. Materials and products listed for the purpose of reducing clearance to combustibles shall be installed in accordance with the conditions of the listing and the manufacturer's instructions. 9.6.2.4 For clearance reduction systems using an air space between the combustible wall and the wall protector. ade- quate air circulation shall be provided by one of the follow- ing methods as shown in Figure 9-6 2.4 9-6.2.4.1 Adequate air circulation shall be permitted to be provided by leaving all edges of the wall protector open with at least a 1 -in. (25.4 -mm) air gap. 7A7 9.6,2.4.2 If the wall protector is mounted on a single flat wall away from corners, adequate air circulation shall be permitted to be provided by leaving only the bottom and top edges or only the side and top edges open with at least a 1 -in. (25.4 -mm) air gap 9.6.2.43 Wall protectors that cover two walk in a corner shall be open at the bottom and top edges with at least a 1 -in. (25.4 -mm) air gap. 94.2.5 All clearances shall be measured from the outer sur- face of the combustible matenal to the nearest point un the surface of the solid fuclburmng appliance, disregarding any intervening protection applied to the combustible material. 9.6.2.6 All clearances provided between solid fuel -burning appliances and combustibk materials shall be large enough to maintain sufficient clearances between chimney connec- tors and combustible material as required in Section 6-5. 9-7 Accessories. Factory -built accessories for solid fuel - burning appliances such as heat exchangers. stove mats, floor pads. and protection shields shall be listed and shall be installed in accordance with the terms of their listing. Exception: Unlisted accessories that are acteptabk to the aaehos y jantduwm shall be permitted to be mstalled in eccodane, Inas approval of the authority having inundation and the appli- ance and accessory tanufactwrar= installation instructions. Mand with side and top Wen open WaP prolate aortal with al edea open Sas 0-62.4.1 Mwne- with rep �.— and boson edges open WWI progtaor Mended In ta comer Bee 94,2.4.3 Finn 145.2.4 WS pooled& mourned on eagle est nil See 9.4.2.4.2 Must be massed wiM top and bottom edges open AS amass. mesas. 06/29/2006 11:45 9709287498 EXrcgf4PITR FROM NiPA Z 1 1 FIRFPLACE OUTFITTERS PAGE 02 APPENDIX A Table 94./1 Redaction of Appliance Cletatnice with Specified Farms Of Protection"' Oentce Redaction Applied to and Coreristpped iCRed es Remalred omhr�IMe Bmfrra width, the A. Warp PAedamDinette*o Proleetloa I.)� (%) - eNth Protector r(%) tam mm b. mm Maximum Al/usable Where els ragweed clearance arida no prokeedee 's S6 in. (914 mm), rhe J. .... n bdow ate the minimum a0awahle deeneacaa. For other required dencesao Sedate nm dlowrkdackvmrte from matrhm® allowable rethnking.0 Redaction In Ai Wall Aa CelW6 Demme (5k) Protector Protector (al 11/c In. ISO mm) thick masonry wall *nthout vend. 33 — 24 610 — — lated aro space Ib) '1, in. (13 mm) thick noncombustible insulation 50 95 18 457 24 610 board over 14n. (25 4imn1 platy fiber or mineral wool bats without vendlated air space (r) 0A24in (0 61 -mm), 24 -gauge sheet meal over 1 -in. 66 50 12 305 18 457 (25.4 -mm) glass fiber or mineral owl bald rein. forced *nth wire. or equinlent. on rear fate whh ventilated air apace (d) 51/c in, (90 mm) thea masonry wan with ventilated 66 — 12 305 -- — air space (el 0.024 -in (0 614nm I. 24 -gauge sheet metal with sem 66 50 12 505 18 457 Mated air space (I) 1/rin. (19mnil thick noncombustibleinettlauon 66 50 12 905 18 457 board with vendlated air space (g) 0.024 -in. (0.61 -mm). 24 -gauge sheet metal with wen- 66 50 I! 305 18 957 dialed alt (pace over 0.0224 -in. (0.61 -moil, 24 -gauge sheet metal with ventilated as space (h) 14n. (25 4 -mm I glen fiber or mineral wool bats 66 50 12 905 l8 tit sandwiched between two sheen 0.0244n. (0.61enen ), 24pugr short metal with ventilated air space Notes- I Spaces and ties shall he of noncombustible material. No spacers or des shall be used directly behind appliance nr conductor 2. With all clearance reduction systems using a vendlated air space, adequate air cinvladon shall be provided as described in 96.2.4 There shall be at Irani l in (25.4 non) hetween the clearance reduction system and combusdble walk and ceilings for clearance reduction systems ,sing a ventilated air space. 3 Mineral woof bate (blanket nr board) shall have a minimum density of 81b/Rs (128.7 kg/n0) and have a minimum melting point of 1500°F (816°C). 4 Insulation material used as pan ofclearance reduction system shallhave a thermalconductivity of 1.0 (Smin.)/(ftr.br•°F) or less Inrubdon board shall be formed of noncombustible material. 5.1f a anglevall connector passes through a masonry wall used as a wall shield, there shall be at least 1/r in. (13 mm) of open, tenlilated air space between the connector and the masonry. 6. There shall be at least 1 in. (25.4 mm) between the appliance and the protector In no case shall the clearance between the appliance and the wall surIbtc be reduced below that allowed in this table. 7 Clearances in front of the loading door or ash removal door. or bah. M the appliance shall not be reduced from those in Section 9-5. 8 An clearances and thicknesses are minimums; larger clearances and thicknen , shall be permitted. 9 To calculate the minimum allowable clearance. the following formula an be used: Cp= C..* (1 - IR/ 100)1, Cr is the minimum allowable clear- ance. Ge is the required clearance with no protection, and Ris the maximum allowable reduction in clearance. 10. Refer to Figures 96.2.1(e) and 9.6.2.1(1) for other reduced clearances uwng materials found in (a) through (h) of this table I�lIk 1•1:1 Ca -ilk /1001 a. /$ Y(, co')Y 06/29/2006 11:45 9709287498 APPENDIX A FIRFPLACE OUTFITTERS PAGE 03 EXCERPTS FROM NFPA 2 1 1 Tap Mew Comhuelale wdl DO rdl use spears arse* behind appliance Or 0drledtor Norm nlbyepplis Spears Front View Hien Mlle) Osrre reduces gas— has hada 114 me I hila 8 In 76 i.(e14mm) sCtasorsnw 4. I roduC1 m 1 36in14 mm) st To unprotected wet OC:Prulacinn � �nt ErnesplaOlae. Cle la M") hahbd prance raduc7lwr •Ys•tn (457 r457 mm) sad CommasocenbusIble pb rolectIon ea specified in Table 08.1 2 Or Tide 64.1(0) Frere 54.7.IP) Sams re =limeade.eWEses, 248 14s (25.44mn) rein err apace between roomy grid COntrusatle call Mt (102nren) nordw hack mid; war d Bonne stataggered for ventilation Combustible wei A mr* d Ipy.gaupe Sisal an be wad for sodded se000n P. Do not place mammy eel sea dreay behind appliance or connector Corrugated metal well nes Masonry cleerence reduction mown Nue 1143Afe1 Seeman erw.eme neenies nwes t e1, (5.4mn) com iatbla spacer such as stalled wethn, small diameter pipe, tabag, or elecblcel COl4u1. Murry wets an be Said to eorrtlwWla wale using well se 00 not ua apedrs dredy amrld appeans or connector. news 5i4.11d1 T.seeer htaU. 06/29/2006 12:53 9709287498 ewk)_FIREPURCE OUTFITTERS Formerly Roanng Fork Hearth Company 7800 HWY. 82 - Suite 0103 GLENWOOD SPRINGS, CO 970 928-7501 Fax 970-928-7498 FIRFPLACE OUTFITTERS PAGE 01 FAX TRANSMISSION Date: 6/29/2006 To: Andy or Matt Phone: 384-3470 From: Dan Wettlin Pages (including cover page): 3 KIP O'CONNER RE: In regard to the hearth clearance in front of the stove, NFPA in Chapter 12, paragraph 12.1 refers to the installation manual, as roved and listed (copy accompanying). The install manual states there must be of approved material beyond the front door (copy accompanying). Please call Fireplace Outfitters if this fax is incomplete (970) 928-7501 06/29/2006 12:53 9709287498 FIRFPLACE OUTFITTERS PAGE 02 SOLD FUEL -BURNING APPLIANCES 211-55 11.5.6 The exterior inlet of the combustion air duce shall be screened. 11.5.7 Combustion air ducts shall not originate in any of the following. (1) An attic (2) Abasement (5) Agarage (4) Another interior space Chapter 12 Solid Fuel -Burning Appliances 12.1 Appliances. Solid fuel -burning appliances shall be one of the following: (1) listed and installed in accordance with the terms of their listing and this chapter 1 (2) Approved by the AHJ 12.1.1 Unlisted appliances approved by the ABJ shall be in- stalled as follows: (1) In accordance with the manufacturer's instructions (2) As specified in this chapter 12.1.2 The requirements in 12.1-1 shall not apply to mobile home installations. 12.2 Locadon of Appliances. 12.2.1" Every appliance shall be located with respect to build- ing construction and other equipment to allow access to the appliance 12.2.2 Solid fuel -burning appliances shall not be installed in alcoves or enclosed spaces less than 512 fts (14.5 ms) unless specifieally listed for such use - 12.2.2.1 Solid fuel -burning appliances listed for installation in enclosed spaces or alcoves lea than 512 Rs (14.5 ms) shall be installed in accordance with the requirements of the listing and the manuf'acturer's instructions. 12.2.2.2 The space nr room shall be sized to allow circulation of heated air. 12.2.2.3 Appliances shall be so located as not to interfere with thr cirri, lation of air within the heated space. 12.2.3 Solid fuel -burning appliances shall not be installed in any location where gasoline or any other flammable vapors or gases are present 12.2.4 Solid fuel -burning appliances shall not be installed in any garage 12.3 Air for Ctrmbusdon and Ventilation. 12.3.1 Solid fuel -burning appliances shall be installed in a location and manner so as to provide ventilation and combus- tion air supply to allow proper combustion of fuel, chimney draft, and maintenance of safe temperatures. 12.3.2 Where buildings are so tight that normal infiltration does not provide the necessary air. outside air shall be intro- duced. 12-4 Chimney Connections and Usage. 12.4.1 CMmney Connection. All solid fuel -burning appli- ances shall be connected to chimneys in accordance with Chapter 9. 12,4.1.1 The chimney provided shall be in accordance with Table 5.2.2. 12.4.1.2 Galvanized steel pipe shall not be used for solid fuel - burning appliances. 12.4.2 Clearance. The clearance of chimney connectors to comlwuble material shall be in accordance with Table 9.5.1.1 12.4,3 fnepertim and C lean ngAccess. Connector and chim- neys for solid fuel -burning appliances shall be designed, 10 Gated, and installed to allow access for internal inspection and cleaning. 12.4.4" Flue CroseSettiwel Area. For residential -type, natural draft solid fuel -burning appliances, the flue shall meet the fol- lowing conditions: (I) The cross-sectional area of the flue shall not be less than the cress -sectional area of the appliance flue collar, unless specified by the appliance manufacturer. (2) The cross-sectional area of the flue of a chimney with no walls exposed to the outside below the roofline shall not be more than three times the cross-sectional area of the appliance flue collar (3) The cross-sectional area of the flue of a chimney with one or more walls exposed to the outside below the roofline shall not be more than two times the cross-sectional area of the appliance flue collar. 12,4.5 Connection to Masonry Fireplaces. 12.4.5.1 A natural draft ootid fuel -burning appliance such as a stove or insert shall be permitted to use a masonry fireplace flue where the following conditions are met: (1) There is a connector that extends from the appliance to the flue liner. (2) The cross-sectional area of the flue is no smaller than the cross-sectional area of the flue collar of the appliance, unless otherwise specified by the appliance manufacturer. (5)*The cross-sectional area of the flue of a chimney with no walls exposed to the outside below the roofline is no more than three times the cross-sectional area of the appliance flue collar. (4) The cross-sectional area of the flue of a chimney with one or more walls exposed to the outside below the roofline is no more than two tames the cross-sectional area of the appliance flue collar. (5) If the appliance vents directly through the chimney wall above the smoke chamber, there shall be a noncombus- tible seal below the entry point of the connector. (6) The installation shall be such that the chimney system can be inspected and cleaned. (7) Means shall be provided to prevent dilution of combus- don products in the chimney flue with air from the habit- able space. 12.4.5.2 Listed fireplace accessories shall be permitted to use a masonry fireplace flue in accordance with their listing. 12.4.6 Existing Flue Use. Another solid fuel -burning appli- ance shall not be installed using an existing flue serving a factory -built fireplace unless the appliance is specifically listed for such installation. 12.5 Mounting. 12.5.1 Mounting for Residential -'type Appliances. 12.5.1.1 General Regturemena. 2003 E4agn B9/09/2005 16:33 9709632339 NANCY VA SMITH ARCH PAGE 01 Nancy Y.A. Smith ARCHITECT P.O. Box 683, Carbondale, Colorado 81623 •970-963.2339 Gtif : ltd j SckwAtie- v -e a' on, "tor FCs. I-1; AAA) 1 inn. ricer,t44 �` t o /CoveyT� ' a." 6474 (5.-11,_s la its 4 -pm poJrd l et1) l ook Jc rr4-' oft is IGe's sorts rtPorof . k t40.+-1 O ! rot rt COL. d 4�` ,c 1'e Los Pruett Jo s �kiS k (tall s `+a nett . .�, s tr3- 2331 (scum_ a -s . P kor&) . IVat-it) 1 RECEIVED SEP 0 8 2005 GARFIELD COUNTY BUILDING & PLANNING 09/09/2005 16:33 9709632339 HEPWORTH - PAWLAK GEOTECHNICAL July 13, 2005 Kip O'Conner c/o Nancy V.A. Smith P.O. Box 683 Carbondale, Colorado 81623 NANCY VA SMITH ARCH Hµrwurrb-rawla4 Gearachmc+l. Int. i020 County Ru nI 154 Olt nwoul SpnnK.. Cid.rt610 H16C1 Phunr 970.94549HM Fax: 970-L 45.1454 4.96.111 hrstoelp;orah nein PAGE 02 Job No. 105 574 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 17, Filing 6, Elk Springs Subdivision, Woodruff Road, Garfield County, Colorado Dear Mr. O'Connor: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to Nancy V.A. Smith dated June 23, 2005. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed residence will be a single story, wood frame structure over a MI basement level with an attached garage located on the site as shown on Figure 1. Basement and garage noon will be stab -on -grade. Cut depths are expected to range between about 3 to 8 feet. Foundation loadings are assumed to be relatively light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: Lot 17 is located at the northwest comer of Wood Nymph Lane and Woodruff Road and was vacant at the time of our field exploration. The ground surface across the building area is relatively flat and moderately sloping down to the west at a grade of about 10%. There is about 9 feet of elevation difference across the proposed building footprint. Vegetation consists of sage brush and weeds with scattered pilion and juniper trees. Basalt cobbles and boulders are visible on the ground surface throughout the lot. Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverth('rne 970.468.1989 09/09/2005 16:33 9709632339 NANCY VA SMITH ARCH PAGE 03 -2- Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating 2 exploratory pits at the approximate locations shown on Figure 1. The logs of the pits are presented on Figure 2. The subsoils encountered, below about 1 foot of topsoil, consist of relatively dense, basalt rocks up to boulder size in a silty sand matrix down to the pit depths of 31/2 and 4 feet. Digging in the basalt rocks was difficult due to the cobbles and boulders, and practical digging refusal was encountered in the pits. Results of a gradation analysis performed on a sample of the basalt rock soils (minus 8 inch fraction) obtained from Pit 1 are presented on Figure 3. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction. we recommend spread footings placed on the undisturbed natural basalt fragment soils designed for an allowable soil bearing pressure of 2,500 psf for support of the proposed residence. The matrix soils tend to compress after wetting and there could be some post -construction foundation settlement. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils encountered at the foundation bearing level within the excavation should be retnoved and the footing bearing level extended down to the undisturbed natural soils. Voids created by boulder removal at footing grade should be backfilled with concrete or compacted structural fill consisting of a well graded sand and gravel such as road base. Excavations deeper than about 3 feet below the original ground surface may require special excavation techniques such as splitting, chipping or blasting. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation and Retaining Walls: Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 50 pcf for backfill consisting of the on-site soils. Cantilevered retaining structures which are separate from the building and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least Job No. 105 574 09/09/2005 16:33 9709632339 • NANCY VA SMITH ARCH PACE 04 -3- 45 pcf for backfill consisting of the on-site soils. Backfill should not contain topsoil, vegetation or rock larger than about 6 inches. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at a moisture content near optimum. Backfill in pavement and walkway areas should be compacted to at least 95% of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.45. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 400 pcf. The coefficient of friction and passive ptessure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral Toads should be compacted to at least 95% of the maximum standard Proctor density at a moisture content near optimum. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab lob No. 105 574 09/B9/2005 16:33 9709632339 NANCY VA SMITH ARCH PAGE 05 -4- reinforcementshould be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and Tess than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in mountainous areas that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. Shallow crawlspace, (less than 4 feet deep) may not need an underdrain. If installed, the drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least I foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet or sump and pump. Free - draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 1 %: feet deep. of the bearing soils. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free -draining wall backfill should be Job No. 105 574 09/B9/2005 16:33 9709632339 NANCY VA SMITH ARCH PA 06 -5- capped with about 2 feet of the on-site, finer graded soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. A swale may be needed uphill to direct surface runoff around the residence. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1 and to the depths shown on Figure 2, the proposed type of construction, and our experience in the area. 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. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Job No. 105 574 09/09/2005 16:33 9789632339 NANCY VA SMITH ARCH -6- If you have any questions or if we may be of further assistance, please let us know Respectfully Submitted, HEPWORTH - PAWLAK G ! ECHNICAL, INC. Trevor L. Knell, P. Reviewed by: Daniel E. Hardin, P.E. TLK/ksw attachments Figure 1 — Location of Exploratory Pits Figure 2 — Logs of Exploratory Pits Figure 3 — Gradation Test Results PAGE 07 Job No 105 574 09/09/2005 16:33 9709632339 NANCY VA SMITH ARCH PAC£ 0B APPAOZJMAFR SCALE r 4o' WOODRUFF ROAD 105 574 HEPWORTH—PAWLAK 1 LOCATION OF EXPLORATORY PITS GEOTECHNICAL, INC. 1 Figure 1 09/09/2005 16:33 9709632339 NANCY VA SMITH ARCH PACE 89 a lama 0 5 10 LEGEND: T PIT 1 ELEV.e993' • ♦07 1 -200.12 J PIT 2 ELEV.-967' TOPSOIL; sandy clay, organics, firm, slightly moist to moist. brown. 5 10 BASALT ROCKS (CM); up to boulder size, In o silty sand matrix, dense. slightly moist, light brown to white, heavily cakreous. Disturbed bulk sample. Practical digging refusal with backhoe In basalt boulders. NOTES: 1. Exploratory pits were excavated on July 1. 2005 with a Cot 420 backhoe. 2. Locations of exploratory pits were staked in the field by John Stewart prior to digging. 1 Elevations of exploratory pits were obtained by interpolation between contours shown an the site plan provided Logs ore drown to depth. 4. The exploratory pit locations and elevations should be considered accurate only to the degree Implied by the method used. 5. The lines between moteriols shown on the exploratory pit lags represent the approximate boundaries between materiel twee and transitions may be gradual. 6. No free water was encountered In the pits at the time of excavating. Fluctuation In water level may occur with time. 7. Laboratory toting results: +4 = Percent retained on the No. 4 sieve —200 = Percent passing No. 200 sieve i 0 0 105 574 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS Figure 2 09/09/2005 16:33 9709632339 F 111911010O YIIL71 S w•e r1�n• MR 71 • a 17 IOL .a I0t • a 1 101. O • s b a NANCY VA SMITH ARCH PAGE 10 ee Ma=..- RY.Iw7 ® OOHS I OMA. ISO Os AO 1® w w 11A' 3/4' 11/7/ r rr r w • -C�a r _ a S_ a— a•� s w w r rata II a a as la a a a .� NNW a a�� a a a a a • RIP ae1 .ae1 .a a ale a a .IM a .•e 105 574 I.4 eae 4711 Uli• MO na az 1e71y3 >• DIAA/ETER OF PARTICLES IN NILUMETERS CLAY 70 Rr GRAVEL 67 X SAND 2? X SILT AND CLAY 12 x LIQUID LIMIT x PLASTICITY INDEX X SAMPLE OF: Silty Sandy Grovel with FROM: Plt 1 from 2 to 3)1 Fest Cobbles HEP WOR TH—PAWLAK GEOTECHNICAL, INC. GRADATION TEST RESULTS SI eo • a • 1• • Figure 3 • f ]EXEIEIT A PRIMARY APPROVAL ELK SPRINGS HOMEOWNERS ASSOCIATION LOS AMIGOS RANCH PUD GARFIELD COUNTY, COLORADO (970) 945-6399 DATE:i fuly 25 2005 Primary Approval of plans submitted Eli I Nancy Smith Dated: July 15, 2005 L Titled: — O'Connor Residence To be constructed on: Lot 17 J Filing I F Los Amigos Ranch PUD Garfield County, Colorado is hereby given by the Architectural Review Committee (ARC) with the following conditions and exceptions: ') The light source of exterbr lighting must not be visible from off the property Light fixtures must be no more than 10' ennui* the plane illuminated and no more than 60 watts. 2) All disturbed areas must be re -vegetated. Permanently irrigated areas must not exceed 3000 square feet. 3) The planting of 8' to 14' coniferous trees of varying height will be required for screening. The specific number, locations and heights will be determined by the ARC after construction and consultation with the own Maximum number of trees required: go J General Locations' [–All four sides 4) The highest root ridgeune must not exceed: 1012.5' 1' All other riogeiines must be within 4' of stated height. 5) All chimneys and vents must be the minimum helght allowed by applicabie building codes 6) All shiny roof materials or protrusions must be painted or clad a non -reflective dark color. 7) Any light rocks used for landscaping or retaining walls that are visible from off-site must be darkened. 8) Driveways must be surfaced with Crop -Beal, asphalt or concrete within one year from date of occupancy. 9) Driveway lights must be 30' off the road and 20' apart, and no more than 24" high and no more than 26 watts. 10) Exterior stucco cannot exceed 20% of total exterior area.lf stucco is b be used, ARC needs a total exterior sq. footage end the total sq. footage of amount of stucco 11) Driveway seems excessive at 42'. Reduce area as measured from face of garage to a maximum of 35'. Reduce neck of driveway where it enters building envelope to coincide with envelope edge. in doing so, no variance request will ne required. 12) Please show all surface drainage on final p e 13) ELK PRIAGS ARC By: {� 1. Member, ARG NOTE' THIS PRIMARY APPROVAL DOES_ROT CONSTITUTE FINAL ARCHITECTURAL APPROVAL AND DOES NOT AUTHORIZE ANY CONSTRUCTION ACTIVITY. cnnri ,w or,, cacaon¢ai ]n•TM can? Fry! /Fn • The Primary Approval is not valid until it is acknowledged by one of the owners by signing the original and returning it to ELK SPRINGS ARCHITECTURAL REVIEW COMMITTEE. I hereby agree to the conditions and exceptions above: By Owners Signature l I `inr'rr , lit):; •h}?q t',rt:r v m.nrr t I4 t �lcn'la,tn�[ �pr7ug�, t.S) $!tri)! O co co0 O • . U N 0 0. '0 csiN O n O N C et of cn0 ti 01 c O rs 0a w N N .c o 03 0 r 1. 0 Z v w 16 2 • W o 1 Ti CC U 0 a � w r' • O0 Z • x O • N 0 J Cdr Orn m 5 0 e..- 0 0 MS 0 w ~ c LL r4Wgoo a Q N O it 1OCC CO Orn t 0 ; O 0 0 r as C a) 0 — 4 st 4, ---E-- v ti) MI o d a u • I -m1/4-) Si 3O 41 v �. u C� A : 3 C 1 Y 2 V d Q r N a C C to O N C d y • d c E a 3 — Job located at I4� c\.j 0 2. 0. IN c .0 N itu c 0 u o o C u > > • > O 0 .0 • 0 L.2 r r to ..c.. s m w 0 .0 tc d >2 When correction(s) have been made, call for inspection at 970-384-5003. Phone (970) 945-8212 Phone (970) 945-8212 No l tCIDLD5 Job Addrass.4 S Assessor's Parcel Noa3°f3-DIS9-0$-01" it rr T t Date l-a3-in5 �TBUILDING PER CARD (' 17 al r iqS tar U. OWnerT Ce nntr_i l 'ContractorJf`t "1-- Set cks: Front Rear S/ on CSJ I.1r Q-' oils Test Footing //"9-c6 Foundation //-/(o CS 4 / Grout Underground Plumbing Rough Plumbing 5-i&1-6Gya( Framing 5- tit -Uter i Insulation 327-oCe Roofing Drywall 19-//-o67% Gas Piping 3--/b -60- % frrcr -4? do /7Z0.d' -6e te,„.. ,CIG.as rend -97/72, AddressiZCT>'I2116LMz- ofe) � � Phone # ct�- 500 3 Address1>_z t 271 Cf hone # ci4+3- irR3 RH LH Zoning INSPECTIONS Weatherproofing Mechanical Electrical Rough (State) Electrical Final (State) 6 -/ 9-o6 Cartat -2,72- Final C -,R 9.06 /Checklis ompleted? *Certificate Occupancy #7a� Date Septic System # Date Final Other EXTERIOR ✓ Address No Drainage J Decks -support 8 clearance to wood - / 11 Decks -stairs 8 rails Exterior locks Flashing around doom & windows Insect screens ✓ INTERIOR GARAGE Fire wall separation Service doors -13h" min Door (20 min ) w/auto closer -13h" min. 7/ Mech. equip. 18" above floor No opening into sleeping area BASEMENT-CR9WL AREA Access �� Insulation Headroom/Stairs Ventilation (continue on back) FINAL CHECKLIST MECHANICAL ROOM STAIRWAYS Boiler Headroom (8'8") Hot water Railing & guardrails F.A. gasfoil O1annr Width Floor dram Rise & run Clearance KITCHEN Air con system `�""' Clearance above gull RAZ." water heater 7 Sic€ Exhaust fan Combustion air Broiler exhaust (1 hr chase) Gas piping. valves BEDROOMS LPG Dram Egress IREPLACE/STOVE Smoke detector 1Clearance to combustibles BATHROOMS Termination of chimney Exhaust fan Combustion air Shatterproof glass Hearth (12" or 20" on sides) OTHER ' Glass doom Certified by - REMARKS c -07-n gaotec o-rn geLA o araii %6 t Ci• -coon t /nots(t97o/ w BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issuer 3eZoned Area Permit No gRAPS 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 a IMMEDIATELY BECOME NULL AND VOID. Use S/ Address or Legal//��Description OwneridtLorinew; Contractor Soka Sksszazis Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 11.9 - F"s#6ii,vu Driveway Foundation /_ l%_ n Underground Plumbing Insulation 3-avail/— ..tQ rl/—Rough RoughPlumbing Y/‘, _0o, Drywall il—ii-v604- i Chimney & Vent j_q aort Electric Final (by State Inspectorlq%,q/g� Gas Piping 3 _/ /� _o is Final 6 _ a7_0 6 ._t ! t Electric Rough (By State Inspector)31/4116 ptic Final Framing 3 -it-& (To include Roof in place and Windows and Doors installed). otes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado DO NOT DESTROY THIS CARD APPROVED Dat Waste By IV DI AstiAtudgT% reiTTCTr1F _ IWITH CI r AD Ai ACTH-