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HomeMy WebLinkAboutApplication- Permitfi Garfield County , Building & Sanitation Department 108 8`1 Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Addres Nature of Work Building ' Permit c2/ ' / 9 / —On - 84 NO. crag Contractor r - se of Buildint I Owr Amount of Permit S 4ast t-ategJ -1117(oc-oasmusa faikstareb Ha& Clerk L^� Permit No: GARFIELD COUNTY BUILDING PERNIIT APPLICATION 108 8th Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-82121 Fax: 970-384-3470 / Inspection Line: 970-384-5003 194/3 ParceUSchedule No: 2 1 r8 51 f 1 00 13 (o AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT A5 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 SICNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE BEGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OFA PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TBE 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 \k W ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS g\ A AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE `g i`/ INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. {1 I v Garkm.003 4\ 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): \nON n\A Job Address:l ���j Fortsf !sl en GJenwv065frF41yi Cb0p AOI 1 Lot No: 1 Block No: Subd / Exemptibu: �j /�lt ✓r4,tmri ZL(yri fr10Gk�t.1-SI Sr"nr 1 am -411 2 Owner: _ D lG q �o �� k���K AAB e % tongSt& Alii ll PLA( Ph: g310 -123-4610 wk Ph: Sino s is oze o 3 Contractor:ddren: il ot,e_'— 1 ao.eaRa3 2 was Ph: .32g-o/L/C Lic. No. 4 rcbitect/Engineer Alp/n< L. mimes Address: viz. S r 1l44- ati.01w743A/ Ph: Lic. No. 5 Sq. Ft. of Building: 4q 3,ic3 Sq. Ft. of Lot: 351104n -el Height: , i/ No. of Floors: elks wet kap+ 6 Use of Building:g �' 1 �(� 1 /�l 4 S �Y '' 3 ' 'PAAavit7 ' `/TTl-9 Describe Work:C(L hFN S i (y/j,A/lr(x s. t 'Iv e - g �6-,k y Tc.,. e lb 8 b Class of Work: K New r o Alteration o Remove o Addition ❑ Move 9 10 Garage: 'V A I a ❑ Single o Double�(' Carport: KO ❑ Single ❑ Double . �1 Driveway Permit ,1( On -Site Sewage Disposal 'i Site Plan n 1311P. (Septic) 11 Valuation of Work: S q 7o Adjusted Valuations: Sol ] • /7 59 db 12 Special Conditions /' t u I >�-( l 1,tL& 0 7,L7_p /Jew 13! I o 2 U ASEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN I00 DAYS, 01,11l CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED REREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOC,.LAW REGULATING CONSTRUCTION OR THE PER'1 R CE OF CSTRUCTION. CtV' S&/I 7 , f/ plan Check Fee: /47)90 0y]' 10 !l / 3/-P 17 Permit Fee: z/Y2 ($05— SANOTICE /� 15' Dated Permit Issued: 05 Total Fee: 37 t '7 C roup: 3 Const. Type: Zoning: Setbacks: Manu. Home: S No. &Feb s ) c 1 n i��r ss t ER ' A V� _ :iii :1. �' ."if _t/... -a ", '3995 Ti1Sr Bai r . y ^� APP'. : /DATE A'�.s !' AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT A5 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 SICNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE BEGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OFA PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TBE 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 \k W ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS g\ A AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE `g i`/ INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. {1 I v Garkm.003 4\ 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): \nON n\A nit The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupanq�y' use and the issuance of a Certificate of Occupancy for the dwelling under building permit # 7Q €43 . Signature Bpcont03/2004 Date v Q VALUATION/FEE DETE ATION l Applicant ►` rl _ Subdivision All otiA('4?t is Ra`_ _ Addressr'r .. f� Lot/Block to n 'Gt Date $ 0 Contractor Finished (Livable Area): Main I(o/oO Upper 10 q'j Lower Other Total Square Feet 2 764 Y (o ff Valuation Basement: Unfinished i(p 13 ' ')l Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation Decks/Patios: Covered Open Valuation RI/ '3 24 r 24 %77(P 190,040 146,/33 Valuation 252, 108 Total Valuation-- tJ OZ / L d 224) Z� a,-75, E DETERMINATION pplicant 1 a0 a Subdivision Maorittiit sptii 6 & c( ddress� .. r� Lot/Block to f Date Contractor 'evkaS Finished (Livable Area): Main )(,(cc Upper 10 9`1 Lower j Le' 3 Other Total Square Feet Valuation 4 7 (19 2 -?5t "('t Basement: Unfinished ?(p 4 Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation Decks/Patios: Covered Open 19o,oz‘„ 3oi,3 116, X33 0 Valuation l 14 24 -77,74 777o Valuation 25a 02 Total Valuati1 M i -o Pn•RN1/4at' /us 'Pt\) 402, 4 2241 4 g z4) 3c2 i7. o; 3z5I, z5- 34,6. g ZGa,75, 3'39�3 PLAN REVIEW CHECKLIST Applicant `_JD jy using Engineered Foundation FA ii• Driveway Permit ✓/Surveyed Site Plan ✓ Septic Permit and Setbacks 7 %Gr3 ad /Topography 30% ✓AttacjYResidential Plan Review List �inimum Application Questionnaire Subdivision Plat Notes Fire Department Review /.1U ation Determination/Fees d Line Plans/Stamps/Sticker PEA. Attach Conditions L, pplication Signed 111an Reviewer To Sign Application VivaWater and Sewer /Marcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Date Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees ,-'HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes 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. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. 1 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. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer 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: 106.3.1 (7.) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the enveloge„ Yes yX( 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 cjo apply. Yes x 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 X r perties), streams or water courses? Yes 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes g 2 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and t�V clearances required between wood and earth? Yes x 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and soffits? Yes X 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 wjnd loads? Yes Il( 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 11. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes y 12. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing (undisturbed) grade contours? 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 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No k Cittuar 7E4,o CJe4va4cc 3 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 Uniform Building Cod Yes_ No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation 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 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 Y 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 u 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 wiout it. Yes x No 21. Will this be the only residential structure on the parcel? Yes X 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 dimensions a home can be on a lot is 20ft.wide and 20ft. Ion Yes_ No 24. Have you designed or had this plan designed while considering building and other constructs code requirements? Yes No 4 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zo district? Yes No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by e Garfield County Building Department? Yes No 27. Do you understand that approval for design and/or construction changes are required prior to the applica 'on 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 ermit? Yes_ No 29. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoons. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003, Yes \ No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a 47.00 re-inpsection fee? Yes X No 31. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupan°t�d occupancy of the building? Yes No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the U r:term Building Code? Yes D( No 33. Are you aware as part of the submittal for a building permit you are required to show proof of a driveway access permit from Garfield County Road & Bridge Department or if applicable the State Highway Department ? If a permit is not necessary, then a letter stating that information is required. You can contact the Garfield County Road & Bridge 5 Department at 625-8601 or refer to the phone book for the State Highway Departments phone number. 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 t. a 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 t 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 j( (please check with the building department about this requirement) 37. Are you aware, that if you receive your water and/or sewer from an Association, District, or Municipality you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption) at the time of the building permit application submittal? Yes No N/A 38. If you are within five (5) miles of the City of Rifle or the Town of Parachute, have you checked with them concerning water shed protection zone permit requirements qr ISDS and other activities? Yes No N/A �( I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Date 3t8-1 wS Phone: f /(days); Project Name: +–'0LI7 80yp Pei/014i ce Project Address: fahf.d &k in (evenings) 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 6 MOUNTAIN SPRINGS RANCH HOMEOWNERS ASSOCIATION Architectural Committee P.O. Box 342 Glenwood Springs, CO 81602 08 July 2004 Mr. Doug Boyd c/a Sunlight Properties LLC 8374 Saint Davis Church Road Fort Valley, VA 22852 Dear Mr. Boyd, Folow ng an on -sibs presentation by Mr. Ken Hartdas of home plans proposed for Lot 1, the Archi ecttiral Committee of the Mountain Springs Ranch Homeowners Association approved the plans, subject to the following condition: That Mr. Harkias meet with Mr. Bob Littler and the Mountain Springs Ranch Road Committee to establish an agreement including, but not tinted to: • Contraction schedule • Refundable mad deposit and/or program of road damage repair • Parameters for winter travel to the site if construction continues through the winter, i.e. plowing, upgrade Forest Glen access, etc. • Definitions of when the road is passable for use by heavy equipment, etc. (Mr. Littler can be contacted at 970-928-8538 — work; 970-928-9835 — home; or via e- mail at Iittfarq©sopris.net) Intl this approval, you are permitted to proceed with home construction, as submitted for Lot 1, as provided in ARTICLE IV2 of the Protective Covenants for Mountain Springs Ranch. The final plans attar be retained by the Architectural Committee, with a copy also retained by BM Maltby, President of the Mountain Springs Ranch Homeowners Association. If you have any further questions, please contact me. Thank you, Steve Mills 1 Copy: Bill Copy: Ken Harkias r� XeiJ y I'm<x Cattc 5 Z CaPy /2t- ,u (Jut Atte/�JS . 4 TIMBER PRODUCTS INSPECTION 105 SE 124th AVENUE VANCOUVER. WA 98684 N° 2039 CERTIFICATE OF APPROVED LOG GRADE - MARKING FACILITY Timber Products Inspection, Incorporated, certifies that as of the date of shipment indicated below that ALPINE LOG HOMES o f Victor, M ontana is a current subscriber to TP's LOG GRADE -MARKING PROGRAM, and as an Approved Facility in good standing, is licensed to apply the TP grade -mark to structural fogs in accordance with contractual quality control procedures and rhe TP 1986 specifications, which have been formulated using The Standard ASTM 3957-80, "Establishing Stress Grades for Structural Members Used in Log Buildings". The grading performance of the above plant is routinely monitored by TP representatives. 7:IIJJ1:[H[:17a]:ItiL%1['i �2 Plant Order # AK5999 BP 9 a2/3 Shipment Date 9/27/04 0 t55" Unit Model # or Name Boyd Residence runes J-G-Ien Date of Grade Marking: Buyer Sunlight Properties, LLC 9/24/04 Ship To Eng gtr.vtl, Colorado Size 8 grade I Description on this order of item Unit i Lineal footage sq. footage if not shipped as unit 10" Ave. Diameter Spruce/Pine/Fir Wall T.ng 40 MC 19% or less 3.253 579 663 10" Ave. Diameter WaWLLog Premium " " 10" Ave. Diameter Sawn Round #2 ". " 12" Ave. Diameter Wall Log 40 " " 100- 12" Ave. Diameter Wall Log Premium " " 32 12" Ave. Diameter Sawn Round #2 1 " 246 13" Ave. Diameter Wall Log 40 82 Grader's Name: Donald Sghurman Plant Representative: Roh Ander-col: '- +; 'INatnel nrT n A ;Signature) ')nrIA Ong BUYER Canary MANUFACTURER Pink TIMBER PRODUCTP uacv "tech HEPWORTH-PAWLAK GEOTECHNICAL July 7, 2004 Ken Harkias c/o Trends West P.O. Box 2382 Edwards, Colorado 81632 ]aro Ge rcchi icjl. ]nL 5C?:. 'unr» Ro.,.i 15-1 Glenn.asl y!rni°_ ; oLu.no SI0 J PLnne 07C gq.5_7'1ti^ rdv email hppc, nu'hpt.Lur_ch Job No. 104 449 Subject: Subsoil Study for Foundation Design and Percolation Test. Proposed Residence, Lot 1, Mountain Springs Ranch, Forest Glen Road, Garfield County. Colorado. Dear Mr. Harkias: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study and percolation test for foundation and septic disposal designs at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated June 9, 2004. 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 1'/Z story log structure over a full basement level located on the site as shown on Figure 1. The basement floor is proposed to be slab -on -grade. Cut depths are expected to be up to about 10 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. The septic disposal system is proposed to he located about 140 feet downhill to the north of the proposed residence. 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: The site was vacant at the time of our field exploration. A pad had been graded in the area of the proposed residence with a 2 to 4 foot cut along the south side and about 1 foot of fill on the north side. The natural ground surface slopes moderately steep down to the northwest at grades of 10% to 20%. Vegetation outside the graded pad consists of aspen and scattered pine trees, brush. grass and weeds south of the proposed residence and scruboak to the north. Several cobbles and boulders are exposed on the ground surface. Parker 303-84]-7119 • Colorado Springs 719-633-5562 • Silverrhorne 970-468-1989 Subsurface Conditions: The subsurface conditions at the site were evaluated by obsen ing three exploratory pits previously excavated in the building area and one profile pit in the septic disposal area at the approximate locations shown on Figure 1. The logs of the pits are presented on Figure 2. The subsoils encountered, below about ',_ foot of topsoil in the area of the proposed residence and 2 feet of topsoil in the leach field area. generally consist of relatively dense. clayey gravel with basalt cobbles and boulders. Reportedly, the backhoe encountered refusal on hard rock at the bottom of the pits. The bedrock formation mapped in this area is basalt flow interbedded with tuffereous fluvial siltstone and sandstone. About 21/2 feet of stiff, slightly sandy to sandy silty clay was encountered between the topsoil and gravels in Pit 1. Results of swell -consolidation testing performed on relatively undisturbed samples of clay and clay matrix, presented on Figure 3, indicate low compressibility under existing moisture conditions and light loading and a minor to low expansion potential when wetted. Results of a gradation analysis performed on a sample of the gravels (minus 5 inch fraction) obtained from the site are presented on Figure 4. The laboratory test results are summarized in Table 1. No free water was observed in the pits at the time of observation 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 footin s on t e undisturbed natural gravel sot s .esti •. : s ... Baring pressure of 2,500 psf for support of the proposed residence. The upper clay soils tend to expansive and should be removed from the building area. Excavation of hard ire y.rau tc c ippmg or . asting. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. The clays and loose disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural gravel soils. The expansion potential of the subgrade should be further evaluated at the time of construction. Expansive clays will need to be subexcavated. Exterior footings should be provided with adequate cover above their hearing 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 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for the on-site predominantly granular soils, excluding oversized rock, as backfill. • • -'1 Floor Slabs: The natural on-site gravel soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. The upper clays are expansive and should be Job No. 104 449 Ge gtech removed from the building area. The expansion potential of the suberade should be further evaluated at the time of construction. To reduce the effects of some differential movement. floor slabs should be separated from all hearing 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 reinforcement should 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"/o passing the No. 4 sieve and less 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 gravel 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 the area 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. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular materia]. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. 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 11/2 feet deep. 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. Drying could increase the expansion potential of the clay soils. 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 Nu 104 449 Gtech -4 - 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 he needed uphill to direct surface runoff around the residence. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Percolation Testing: Percolation tests were conducted on June 22, 2004 to evaluate the feasibility of an infiltration septic disposal system at the site. One profile pit and three percolation holes were dug at the locations shown on Figure 1. The test holes (nominal 12 inch diameter by 12 inch deep) were hand dug at the bottom of shallow backhoe pits and were soaked with water one day prior to testing. The soils exposed in the percolation holes are similar to those exposed in the Profile Pit shown on Figure 2 and consist of about 2 feet of topsoil overlying clayey gravel with cobbles and boulders to the pit /lentil of 71/2 feet. The percolation test results are presented in Table 2. The percolation test results indicate an infiltration rate of 240 minutes per inch. Based on the subsurface conditions encountered and the percolation test results. a septic system in the tested area should be designed by a professional engineer. 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 expressed 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, 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 Job No 104449 GeCPtech _5_ 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. if you have any questions or if we may be of further assistance. please let us knout. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL. INC. Jordy Z. .Adamson. Jr., Reviewed by: Daniel E. Hardin. P.E. JZA/ksw attachments Va\ Figure 1 — Location of Exploratory Pits and Percolation Test Holes Figure 2 — Logs of Exploratory Pits Figure 3 — Swell Consolidation Test Results Figure 4 — Gradation Test Results Table 1 — Surmnary of Laboratory Test Results Table 2 — Percolation Test Results Job No 104449 Gtech APPROXIMATE SCALE 1'=50' 7870_. f 7172 me • / /// i/ / /r // ,,, / PROFILV / / / /' PIT,' / /' / / / / 1 / / / /__/ ,' / / fe / r- • 0''''-' 'PROPOSED / / , /riti'' /LEACH FIELD ' • / �// ' / ' / ! / ,� ' 1 r , , I I I ' / / r 7 I / / !I 1 1 , ! ! i i / PIT 3 , / 1 1 1 1 1 1 I / 1 r ! / 1 / I -L 1- T r — _ 1 1 I — 25 SE7gACK / 1 I 11 1 i l i PROPERTY f / I,1 1 BOUNDARY - gels 7 7870 ni" 767880 7890 1 00 © 7880 0 TREE (TYP) Alr 7890 60' RIGHT—OF—WAY 0 PROPOSED WELL LOCATION 7900 r 7910 1' 0 'e-- _/ 7 4, 0 / 7920 / 7930 7900 7910 7920 7930 104 449 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY PITS AND PERCOLATION TEST HOLES Figure 1 m m b 1 _ 5 m 0 ._ 10 LEGEND: 1 PIT 1 ELEV.= 7893' WC=26.4 DD -95 _200=91 +4-66 J -200-30 PIT 2 ELEV.= 7893' PIT 3 ELEV.= 7892' PROFILE PIT ELEV.= 7874' WC=21.1 DD -102 0 5 _ 10 _ TOPSOIL; sandy silty clay, organics, firm, slightly moist, dark brown. CLAY (CL); silty, slightly sandy to sandy, stiff, moist, reddish brown. GRAVEL (GC); clayey, with cobbles and boulders, dense, slightly moist to moist, reddish brown. 2" Diameter hand driven liner sample. Disturbed bulk sample. Reported refusal to backhoe digging on rock. NOTES: 1. Exploratory pits were excavated prior to our site visit on June 21, 2004 with a Catepillor 416B backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were obtained by interpolation between contours on the site plan provided. Logs are drawn 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 materials shown on the exploratory pit logs represent the approximate boundaries between material types 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 Testing Results: WC = Water Content ( % ) DD = Dry Density ( pcf ) +4 = Percent retained on the No. 4 sieve —200 = Percent passing No. 200 sieve d 0 104 449 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS Figure 2 Compression — Expansion Compression — Expansion 1 0 1 2 1 0 1 2 3 0.1 1.0 0 APPLIED PRESSURE — ksf 100 Moisture Content = 26.4 percent Dry Density = 95 pcf Sample of: Slightly Sandy Silty Clay From: Pit 1 at 2.5 Feet 1 •i ----tD\ ---......_______________ • • Expansion upon wetting • 0.1 1.0 0 APPLIED PRESSURE — ksf 100 0.1 1.0 0 APPLIED PRESSURE — ksf 100 104 449 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL—CONSOLIDATION TEST RESULTS Figure 3 Moisture Content = 21.1 percent Dry Density = 102 pcf Sample of: Slightly Silty Clay Matrix From: Pit 3 at 2 Feet •i • • Expansion upon wetting • 0.1 1.0 0 APPLIED PRESSURE — ksf 100 104 449 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL—CONSOLIDATION TEST RESULTS Figure 3 liXtMeiifier.3014i. 24 NR 045 MIN 10 20 30 40 50 60 70 m 90 100 .001 .002 .005 7 HR 15 1161 H)TRC61E1ER ANALYSTS RARE REALINGS 601191. 191/1N 4 NM 1 1114 1200 6100 • e Mm- Mm - .019 .037 .074 .150 SIEVE ANALYSTS U.S STANDARD SERFS CLEAR SQUARE OPENINGS 611 3/9' 3/4' 1 1/2' 3' 5'6' 65O /30 616 R .300 1 18 2.36 DIAMETER OF PARTICLES IN MILLIMETERS CLAY TO SILT GRAVEL 66 % LIOUtD LIMIT SAN FINE 1 MEDIUM (COARSE SAND 4 % 4.75 1 9.512.5 19.0 FINE 37.5 GRAVEL 1 COARSE SILT AND CLAY 30 % PLASTICITY INDEX 76.2 SAMPLE OF: Clayey Gravel with Cobbles FROM: Pit 1 at 4.5 thru 5.5 Feet • 152 203 127 COBBLES 100 90 60 70 60 N 0, a 50 1- z w U LC W a 40 30 20 10 0 104 449 HEPWORTH—PAWLAK GEOTECHNICAL, INC. GRADATION TEST RESULTS Figure 4 0 0 0 z 0 n U � Z �. J Q U Z 2 W w H H ce 0Lu , , O V �WO J m aQg 0- ' 2 O O ce 0 E LU 2 c SOIL OR BEDROCK TYPE • Slightly sandy silty clay Clayey gravel with cobbles II Sandy silty clay matrix II UNCONFINED COMPRESSIVE STRENGTH (PSF) ATTERBERG LIMITS PLASTIC INDEX (%) a- E. J J PERCENT PASSING NO. 200 SIEVE C ('1 Z 0 l.7 ❑ _ Z o a 4 GRAVEL (%) c0 NATURAL DRY DENSITY (Pn) Nin N O NATURAL MOISTURE CONTENT (%) 7 N N h SAMPLE LOCATION J DEPTH (h) '1•ZI N in 0 r'1 N — M I I HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 2 PERCOLATION TEST RESULTS JOB NO. 104 449 HOLE NO. HOLE DEPTH LENGTH OF WATER (INCHES) INTERVAL DEPTH AT (MIN) START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN AVERAGE WATER PERCOLATION LEVEL RATE (INCHES) (MIN./INCH) P-1 38 30 8V2 81/4 1/4 31/4 81/4 0 8'/a 8% 8'/4 81/4 IA 240 P-2 32 30 10 93/4 1/4 93/4 9% YP 9 1/2 /9 91/2 Y6 240 P-3 28 30 10 93/4 1/4 93/4 9 1/2 1/4 91/2 93/a 1/8 9'/, 91/4 'A 240 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on June 21, 2004. Percolation tests were conducted on June 22, 2004. The average percolation rates were based on the last two readings of each test. N° GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N- 3 9 9 Assessor's Parcel No. 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner's Name System Location l ( 1 r Y \TY . Legal Description of Assessor's Parcel No SYSTEM DESIGN This does not constitute a building or use permit. (x3114 Sa•hasSChuru.Qct 54.0. 475-o3io F� Vi�112sJ V A JG4p-933-- tob(b re Present Address J Phone�7- 0145' Kn n ck f 5 ags- ta\-oma-\ Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Date //2pl Inspector CY�('.QQc PonLei( J/Z. .20‘( RETAIN WITH RECEIPT R COR S AT CONSTRUCTION SITE n• *CONDITIONS: 1 All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2 This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs,alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 months in Jail or both). White - APPLICANT Yellow - DEPARTMENT No. L43 Job _..ress Owner ,rte Contrac.J�7rpy- ceD 1S? 4100111r2-1 Assessor's Parcel No - )91-a6 1-a6 may 1 Date 1 M BUILDING PER T CARD Setbacks: Front Address Oen SSU 475 o1C� � �r- Phone # fig_ OH Soils Test Footing—�7',`i Foundation 9-3 -D L/Gt¢— Grout Underground Plumbing J-13--o',r' Rough Plumbing / - -r './✓ Framing l - - Insulation -Ile -or- Roofing or Roofing Drywall s (ia-r7�Ti Gas Pipiinng.� f- 17-0011- -0 lj 60444 }� kiarMu (tet IC�tlf o 5TES ' (` �A t74745-9 '�I_ _ Address rAddress ,RW`o— RH INSPECTIONS NS LH k\q! $517. odZoning Weatherproofin Mechanical firOtt Electrical Rough (State) 1- Ig -D. -j4 ' l.7 • Electrical Final (State) /0-24 -QC'fr Final/19-V'- Of'NChecklis Com.leted9 Certificate Occupancy # Date Septic System # Date Final Other en4 II -5 -.t (continue on back) EXTERIOR Address No Drainage sy- Decks-support 8 clearance to wood Decks -stairs 8 rails Exterior locks Flashing around doors & windows Insect screens INTERIOR GARAGE Fore well separation Service doors-13/4min Door (20 min 1 w/auto closer -1$" min Mech. equip 18" above floor No opening into sleeping area BASEMENT -CRAWL AF,K Access Insulation Headroom/Stairs Ventilation FINAL CHECKLIST MECHANICAL ROOM Boiler Hot water F.A. gasloil Floor drain Clearance Air con. system Hot water heater Combustion air Gas piping, valves LPG Drain FIREPLACElSTO E ori mcf4A Clearance to combustibles Termination of chimney Combustion air r/ Hearth (12" or 20 on sides) Glass doors Certified M• PI REMARKS STAIRWAYS Headroom (6'6") Railing 8 guardrails Width Rise 8 run KITCHEN Clearance above gni! Exhaust fan Broiler exhaust (1 hr chase) BEDROOMS Egress Smoke detector BATHROOMS Exhaust ten Shatterproof glass OTHER BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued d4Zoned Area Permit No..1f AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use Of Lar S. La/ Add . - or Legal " escrjpS ,/ J Ow V O Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing $- n --044-1- pcf, iFoundation Foundationc7_ 3 _ 0 till__ Underground Plumbing t _ (j-_ ca/AL Insulation 5- lore 6 -at Rough Plumbing /1 -17--0. I q-79— Drywall sr- it, -0 C'Pi--___ *Chimney & Vent / (-3 --0(:# -41_, Electric Final (by State Inspector)/1f0 5 9 Gas Piping -' Final /o • Z/- 0,570)w - / / _) z Electric Rough (By State Inspector)i' Septic Final j4, t _ /I71q/o Framing 1-5-Q4, (To include Roof in place an Windows, and Doors installed). Notes: /, i n5 (. ii -3 -0 `� �` ` °` ��� a u,,,,,.,‘, ._Q•� ``uK1/2,,(e,4,47, ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD Dat By ir'i DTA rrn niTTCinr ! n irn n/rrn r. T •n ni OTir