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HomeMy WebLinkAboutApplication- PermitGarfield County Building & Sanitation Department 108 8`" Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address 9/»? e im' �Lt15 NO CIc (D9 Nature of Work Building Permit j /1 ,�� �5 %' `moi pct 3 "Do - 1 ?� 7 Use of Building 5/ / Ear] f / /7. , 461'°i _ C,iLA Owner Contractor l J k)n-ir- Amount of Permit $ 35 (0 , W Date Clerk Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8" Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 9406 ParceUSchedule No: 94 7 ; 36,.3 -co -/.41r AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 3028.201 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 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 LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE(INITIAL): Pip Job Address:_ 11! / 3� Y C� COCl I o 1/S aO J 1 Lot No: lock No://�� Subd. / Exemption: ^q / „Ids ,[ l if 2 Owner: 1449216 7L -2Z)4 y/s,t-i Address Cfidedo _ 456.0 Ph: 96,3 -c203 L, Wk Ph: 947 - sw y 3 Contractor: Address: Ph;37q - g 'l0 Lic. No. 4 Architecngineer: "CO &1(1 Address: Z4 -5,1 -e ---7,c .7, o Ph:Lic. 90)7 -3ic17 No. 5 Sq. Ft. of Building:Sq. 3600 41 Ft. of Lot:. 3E3AC• Height: 1 It No. of Floors: 3 6 Use of Building: ;1 -S i- #! t-Dct_ 3/(l rI n . W1 C �/a 7 Describe Work: 1.-/IZh) CotiLS7tt-e4C7i0ni of S,j&c,C far-1/et 1-kne_ 8 Class of Work: arNew o Alteration o Remove o Addition 0 Move 9 10 Garage: o Single er Double Carport: ❑ Single o Double . sr ---Driveway Permit 'A t3� On -Site Sewage Disposal o Site Plan (Septic) 11 ov Valuation of Work: $3�5. 000 Adjusted Valuations: $ l g Y S3 I, CIO J� 12 Special Conditions: NOTICE A SEPARATE ELECTRICAL PERMIT 1S REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 1S NOT COMMENCED WITHIN 180 DAYS, OR, IF CONSTRUCTION OR WORK 1S 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 HEREIN OR NOT. THE COMPLETED GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING C UCTION OR THE PERFORMANCE OF CONSTRUCTION. al At&0 aAsd • A I/ Plan Check Fee: i 3 33.90 Permit Fee: 2052. /5 Total Fee: Dated Permit Issued: 3 `?/_. 05" OJCjCJOrroup: RJ 3 c4A. R. c'/ Const. Type: .1C: -KI ,-.j[� Zoning: Setbacks: anu. Home: / ISDS No. & Fee: / i--0 � rL 3 / �S' r '�� 1 / /� / ....raw, 9. 2-0 �%i � 7i,,,, BLP D" P T , '. 'APPROV 'ATE `444 AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 3028.201 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 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 LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garfom.003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE(INITIAL): Pip The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy the dwelling under building permit # i�> J' . -21a, ,Z(1, ti6lot Signature Date Bpcont03/2004 VALUATION/FEE DETERMINATION Applicant "1R Address e� ( Il S Date ,CI I- 6 Finished (Livable Area): Main / 113$ Upper riga Lower )4 38 Other Total Square Feet Valuation Subdivision ) 0' Pen kS Lot/Block Lo E Contractor 3ss7 �(,q - 266,27/ Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation CUDa x Valuation Decks/Patios: Covered Valuation Open Valuation / d 5 1$2 Total Valuation )S; 4)4 3(4y 12= 44k0 Applicant PLAN REVIEW CHECKLIST /� Ta?NtS/ / Date 11-)/-0c/ Building ✓ Engineered Foundation v Driveway Permit Site Plan, 3O r t, Septic Permit and Setbacks / Grade/Topography 30% --"--Attach Residential Plan Review List `-tqmimum Application Questionnaire NA Subdivision Plat Notes WA. Fire Department Review L.aluation Determination/Fees L4ed Line Plans/Stamps/Sticker AA Attach Conditions Application Signed 4lan Reviewer To Sign Application l/Parcel/Schedule No. 0# Snowload Letter- Manf. Hms. GENERAL NOTES: 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 04/22/2003, 00:05 6258627 ROAD AND BRIDGE Garfield County Road and Bridge Department P.O. Box 426 Rifle, CO 81650 Phone -(9705.8601 Fax- (970)625-8627 Invoice Invoice Date: 4/1003 Invoice Number. 34 r -- Bill To: Rudd Construction 0132 Park Ave Basalt , CO 81621 Driveway Permit Number. 34 $5.00 per Driveway Permit Driveway Permit Fee: $75•OO Total Due: RUDD CONSTRUCTION, INC. Thank Youl Record#: 2297 Check#: 52644 Date: 04/23/2003 Description: 29 PEAKS Amount: 300.00 Vendor# 1111 Payee: GARFIELD COUNTY Address P.O. BOX 426 RIFLE CO 51650 JOB/ 319228-03 $75.00 PAGE 02 52644 SSD 85078T 3198 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 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: 106.3.1 (7.) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes ✓' 2. Does the site plan 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 o a comer lot. Special setbacks do apply. Yeses 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual 2 Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes )4 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes A 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 )4 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 NACi- 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's 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 loads? Yes X1 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes x 10. Does the building section drawing include size and spacing of floorjoists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes �b 11. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes 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 X 13. Does the plan include any stove or zero clearance fireplace planned for installation 3 including make and model and Colorado Phase II certifications or phase II EPA certification? Yes )C 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 �C 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 Code? Yes A. No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes ,K 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 x, No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes to 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 p 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? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes • k No 21. Will this be the only residential structure on the parcel? Yes 9G No If no - Explain: 4 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 nd 20ft. long? Yes No 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes )C 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 X No 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes x 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 )0 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 xi 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 5 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 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. bpminreq 04/2003 7 CetZ@Cil HEPWORTH - PAWLAK GEOTECHNICAL March 18, 2004 Mark Przybylski c/o Rudd Construction 0132 Park Avenue Basalt, Colorado 81621 Hepworth-Pawlak Geocechmcal, lnc. 5020 Counry Road 154 Glenwood Springs, Colorado 81601 Phone: 970.945.7988 Fax )70-945-8454 email: hpgeo©hpgeotech.com Job No. 104 193 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot E, 29 Peaks, 11/2 Miles Northeast of Electrical Substation, 115 Road, Garfield County, Colorado. Dear Mr. Przybylski: 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 you dated March 5, 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 two story wood frame structure over a walkout basement level located on the site as shown on Figure 1. The attached garage and basement floors will be slab -on -grade. Cut depths are expected to range between about 3 to 8 feet. Foundation loadings for this type of construction 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: The site was vacant and covered with about 8 inches of snow at the time of our field exploration. A well is located to the east of the proposed building site. The ground surface is relatively flat with a moderate slope down to the south. There is about 6 feet of elevation difference across the proposed building area. Vegetation consists of scattered groves of scruboak, sagebrush, grass and weeds. The snow and vegetation has been removed from the building area. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two 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 medium dense to dense, basalt fragments from gravel up to boulder size in a sandy clay matrix. Results of a gradation analysis performed on a sample of the Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthome 970-468-1989 -2 - gravels (minus 5 inch fraction) obtained from the site arc presented on Figure 3. Atterberg limits testing performed on the clay matrix indicated high plasticity. 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 soil 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 removed and the footing bearing level extended down to the undisturbed natural soils. Voids created by the removal of large rocks should be backfilled with compacted sand and gravel, such as road base, or with concrete. 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 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 soil, excluding vegetation, topsoil or oversized rock, as backfill. 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 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% 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 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 Job No. 104 193 -3 - 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 material. 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 1'/: 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. 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 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. 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 perfonned. If conditions encountered during construction appear different from those described in this Job No. W4 193 -4 - 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. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORTH - PAWLAK GEO z.:;AL, INC. Jordy Z. Adamson, Reviewed by: Daniel E. Hardin, P.E. JZA/ksw attachments Figure 1 — Location of Exploratory Pits Figure 2 — Logs of Exploratory Pits Figure 3 — Gradation Test Results cc: Theodore K. Guy Associates, PC — Attn: Ted Guy Job No. 104 193 NOT TO SCALE PIT 1 ■ PROPOSED RESIDENCE • PIT 2 PROPOSED DRIVEWAY • WELL COUNTY ROAD 115 104 193 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY PITS Figure 1 Depth — Feet 0 5 +4=81 —200=8 LL=53 J PI=25 PIT 2 0 5 10 10 LEGEND: • J 1 TOPSOIL; sandy clay with gravel, organic, soft, moist, dark brown. GRAVEL (GC); clayey, sandy, with cobbles and boulders, medium dense to dense, slightly moist to moist, reddish brown, fragments of basalt. Disturbed bulk sample. Practical digging refusal. NOTES: 1. Exploratory pits were excavated on March 9, 2004 with a Case 590 Super L 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 not measured and the log of exploratory pits are drawn to depth. Pit 1 is about 2 feet higher than Pit 2. 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: +4 = Percent retained on the No. 4 sieve —200 = Percent passing No. 200 sieve LL = Liquid Limit ( % ) PI = Plasticity Index ( % ) Depth — Feet 104 193 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS Figure 2 • RCENT RETAIN t 24 NR. 7 HR o 45 MIH. 15 MN. 60111N. 19401. 4 MN. 1 MN HYDROMETER ANALY9S TIME READINGS 10 20 30 40 50 60 70 BO 90 100 104 193 SIEVE ANALYSS U.S STANDARD SERIES I CLEAR SQUARE ORENINGS /200 no R{0 Po re /6 4 3/5" 3/4" 1 1/2' 3' 5'6' 6' 100 ----- — BENIEIS1 �_S a SMI- --s_IMI MI — ____E— SS--NS •SIM — SEMEN • • SRN -- • =•S mar —ate • • MIS _• S_A__—, moo s N__a SI IS —S _— • -- mTS a raiS _SFS SSP —S ISMS NEB �N— .001 .002 .019 .037 .074 .150 .600 116 2.36 4.75 9512.5 19.0 37.5 75.2 152 20.3 DIAMETER OF PARTICLES IN MILLIMETERS 127 CLAY TO 9LT Sµ0 FINE ORACL COARSE COBBLES FlNE 1 MMUS (COARSE GRAVEL 81 % LIQUID LIMIT 53 % SAMPLE OF: Slightly Clayey Sandy Gravel with Cobbles SAND 11 i HEPWORTH—PAWLAK GEOTECHNICAL, INC. SILT AND CLAY 8 % PLASTICITY INDEX 25 % FROM: Pit 1 at 7 thru 9 Feet GRADATION TEST RESULTS 90 m 70 BO 50 40 30 20 10 0 Figure 3 'ERC NT PA kt (, f ,tnethee• ernng6oderefrac46kgbtick. ; „„gives a spectacular view of the fire • Airtight combustion chamber for maximum efficiency and highest heat output ) • Easy accessto combustion controls i Single cast iron door available in black ' or plated 24 -carat gold •Super efficient air wash system keeps the viewing glass dean • Dual handle ash drawer with lid for easy removal of ashes without any mess • Easy access flue gas by-pass system • Decorative log retainers. • Knock -out sides and back for easy connection to forced air system • Outside air kit • Zero clearance to combustible materials •Maximum efficiency 7296 • Btu/hr.11,400 to 38,200 as per the Environmental Protection Agency (EPA) standard testing procedures • Maximum Btu output up to 70,000 Btu/hr.obtained with dry hardwood • Chimney 7"AS1-1T+, S-2100+ and air cooled • Masonry installation with TUBINOX rigid stainless steel liner (option) • Bum time up to 8 ha. (depending on the wood used) • Firebox capacity overall, 3.6 cubic feet • Log size 18" -Efficient catalytic combustion Warnock Kelsey approved to ULC 5610 -and UL 127 standards • EPAapproved 4:0 gr/hr. a,_ObtttDus . • Gravity Kits Double duct in brass or black, Single duct in brass, or black -Forced,air heating kit for furnace hpok-up (not EPA approved) 1 •Oeanface option sThe design of the BIS Panorama. Isaninspirational balance - -„ of form and function 515.- - 5. - J.Singledoorprovidesan -. rt unobstructed pancramic j_ view of the Panes. • =�LDualhandfeash drawer Q ` .t`withIld W-.dk F- �., 3.Ailintake lever allows �,.' `better combusuon control,. producing from 10,000 to 70,000 Bioihr. _r. -ZFL�. E3IS, PANTO 16L1S 'INfq.1L r S1N('J q FEAIIJ REPRESENTS ASTRIILING" UNOBSTRUCTED sE ,VIEW OF THE FLAMES. THIS ELEGANT, WOOD,. ._ BURNING'FIREPLACE HAS A ElIC II ER STANDARD ms'. ,_ OF ENERGY EFFICIENCY WHILE BEING A MORE • lP u ENVIRONMENTALLY FRIENDLY EPA -APPROVED 4 By-pass control overrides the catalyst combustor restrictive . passageway when opening the door UNIT. IT. DELIVERS MORE IIE.U' AND PERFORMS BETTER THAN ANY SIMILAR FIREPLACE ON THE MARKEF. THE BIS PANORAMA CAN Dianlante Del Sal Decorate distinctively! Choose one of four dr((erent face and base plates to complement any style of hone Also auadable are rhe top and bottom louvers without an:: Model number Is the Sl RADA Luna Enconrerec !hit a .e,_^nda7 be n and :.TX koro:san tJr batt-Jf n ,e' the BIS Pancnna offers mGelmIO2 eeergo effrlerr! ashac isumu2g 11 e leas anlar- o( tae' -rs ar nvesi,nenl ihal virtdllly puss i0 Ibd' over umr 11311N711 HVd B00 700 600 500 400 300 200 100 0 Ron 1-1 0 1J RS SLIVER AS MUCH AS 70,000 ISIU/I1R OF HEAT AND A BURN TIME OF UP To 8 HOURS. YOU CAN THEREFORE RELY ON IT TO WARM AN RIA IN YOUR HOME OF ill' TO 2,500 SO. 1'I' (YO LI CAN EVEN CON N1.1`I- 11 10 YOUR FORCED -AIR IILAFING SYS"' 120 FOR ADDED COMFORT AND PEACE OF MIND'). EMBRACE THE'11.C1 INICAI. AND AE_SI'I IEFIC SUPEI21( )1?FIY 0I THE BIS PANORAMA AND WAHAI 1 F C!ILA 1'L A WHOLE NEW DIh11.NSIO:N 01- WVAUUAI 111 AND REALITY IN YOUR 1 10M I.NVIR(1NM EN 1 fl Vict( Victr Yt.mnal, (2 7 Irl 2,1 'rlol =raepp ad CPJ,A LY 111: COMBUSTION The BIS Panoramas catalytic combustion helps increase efficiency and save energy, resulting in the least expensive heat you can buy • Produces more heat using less wood • Enables you to obtain longer burn times for easier heating through the night • Reduces creosote build-up up to 90%, thereby greatly minimizing a major cause of chimney fires • Reduces smoke pollutants by 90% (95?D when burning at peak efficiency), for optimum environmental tnenolmess n Gold SECURITY FIREPLACE DISCOVER THE POSSIBILITIES $r n Black as( :ran doors 5sk}, designed vosr J nmumr homes. A higher .standard of energy efficiency, aesthetic appeal anti reliable performance, even daring a power failure. r;• DCBE THEBEST {L'e'nt _ ,.m • it• SflALVTIG";,COfrvS6 SS Qvn' efiIS7anorama is equipped with a catalytic combustor tiedoces pollution emissions and deosotebuddbp- ^- while improving thermal efficiency. 'FUnbumed by-products of the wood fire are burned at r -a •; F _^lowertemperatures as they passthrough the catalytic combustor, resulting in less pollution and more heat �'avadable to warm up your home. • ' • Gravity Kt optional), . TOP 'VT EW 30 1,IB' Insulation •_.. Flue Exhaust n_CaGlytlCAir Combustion 9 328" 13 23 1'2' Secondary Air -.7 Combustion Combustible Air Cast Ian Plug Blume, (optional) Outside Air Intake FRONT VIEW - Radiant Heat Cast Iron Log Retainers c Convection Air Inlet 42 128- Easy Adjustable Air Control ---- Integrated Ash Drawer -"_-- with Lid - 38' Thanks to a versatile venting system, the BIS PANORAMA can be connected rn a variety of tient ug onf igurcnmr.s. In fact, the 1315 PANORAMA can be set up in any area of your home, whether upstairs, domlz,rairs or both. th Ao ducting Forced air on rignt side' irk V SECURITY CHIMNEYS INTERNATIONAL Security Chimneys International Ltd. 2125 rdon'arty, I'wal puede,' c3rada n,_ 36 430, 0'3 0005 Fria 450' 9'3-2^2 Forced air on left side' W, ;tdiso 9c01 Gravity vent kits with clean fare option Security Chimneys Inlernz ucra is certified 150 3001, your ccuoanree ut g5.a 'Ty aria sa'¢fact an for5ears ra cane One or two gravity vent kits Forced air on the bark' Authorized Dealer Furnace Rook -up• See-Thru with polished brasslcuvres-. t SEE THRU cSee-Ti u model gives you the lidertv fo dnjoy beauofW hre from Iwo separate rooms' LEFT OR RIGHT CORNER rids U,n ofleN you me;reedon,,t rs7adire d LIT o; PM H 55 sinking tl .yip oe ide cor irep,cce or any room' irectVents See rry PGGrO 'en nst 3GG°'u Lett or t Corner 3GD,10 'J I - L-- °.— n 1 See Thru BCP.`AJ R leer -ill - iL .. 2.2.02C 00TU': • PPLZR?.i-YIC®bui system creates a un cue 12 ..f .: rrrhtovanp _rcoa- '•aloeheat -eslscan_glass • End 19 /c..x l' ./2' 1110 a r?I Sirs' • DecQnt'-.e cerarn.. lrck nacie s iz F;HAZFR`: Ic'o • No elect -10P.: rec_ rrd to 'rcht cr operc:e - ml iooil1.."21 .bl ury during por.er `i lutes • Lquispec Adi_k ocsaki.- shit -cif 3„ lve 1. • -ueI .^_•sant, ecc rc-rcal natural gas or prnpna • iroe59Ure rote. 223111 393 njced • Hinged QUICK CLIPdoor for es. 03205) inc • ecsipoed rnth safety 91. tit of and .0.-n ilr • Pro=_dents united I Ifetrnew_rronr,- • wall mcun:ed therno at for autcmauc terrper= i ': ,ort • Hona`eld 2dv.nro;e ' cordless romr_te crni 3 r -emote tc3t To t'o s both Lr. grid One he•;'1 • 5193:,er kit r.-Ith -herrresA-tic crieff control • -Clivt pry in 731^tRe 5Iuc 30115102 Drai, ]'tlri_ - • Ornarnentoi nets ab_Y .isle ri polci slated b ice <' brushed copper slate,' • o" tnm kit avaCble 0 9C1±010 73 o':n-Iq • is =-D trim kit a so ava'laf c n brush cd =ta rte -s. .. - antique Lross. • 0SSt Iron surround_ -.0"- • d•• =^%ekbed arc^e'_' duo- f -_ea r LI,icn • Arc -ea door 1,c,..rc .se bres and bock • Peo[aripu sr c Cr :r t t 20 shed t'ass • 5a, iron: wrh pull ca-rf l • _iecorafse 300"c - arch cr.-ri _'_d _ • Approved for hedrocrns. cscFrcorns _nd coed-=[t,,„„r.n- __.__. • Suitable for mob le hones • Cectdied unce- Can.idlar 3 American Sta,darn=, 2 2- 721 -7_2_1 SO -19%. for ventec ;-s Lreplace • Zero clear -ince to:or:bust isles Other Napoleon Pro -ducts r Cull vcuroweefSmarLal ler con Lies r._Ilu' anrs."c•lnns,T1So]N' leer liLC o ombi.;l.I r, iii .ne, IIhu 'xd' may 1111 cedes Ao assnaJn imn5 N>D yJLlaCw sll'' oioa rniTac soasst ria. 'ie 1 rI., rep., gas dre o. may 1111 54yo-earl 233 orauoav 5,7053 3W)l3Nascl0'ILlsassS Asa cg�teAernr�r.u•,.anoP�,_.,.,.�i.5 o 6n 3)3 6)3 :51St Gln 2PlJ r 3002"5, 7e539 W51 w,,f ;lam Lltl Wolf Steel Ltd Woll Steel USA Inc 2J Naooleo 1 nus 83rne iN Cnllenir n ken1, sky r Ganano L -M Jeri W1cq 1m5D 'Y'cF r.uw n_poloono - e ir,a, n • ask ie. r n .. OUALITY FIREPLACES air i,• ier wake i- FPBA YiPB:.0 ® Pure. Simple.Tasteful.Whether you're looking to heat a small or large room the GD36NTR is the answer. With BTU input ranging from 17,500 to as much as 27,000 this great looking fireplace is the way t� go. Builders and homeowners alike love this full sized highly efficient fireplace. ydWw. ireplacedesignstudip.c m‘ GD7ON _2 EN ETD •3P. CD -85N EGD .N GDi3NT i? GC'_ rN GDSSNP Nat rsl Gas P a,,,ral G= Prcane N=:_•8 Gas F' c re P latur_P Gas Prcpane N x-ura' C. rc9_re Nat a! Gas Procure Naru sl Gas Prepare ''Jatw-al Gus °•ccae Nat_ -x Gas Prorare Product Spe"cifrcaLtro-n.s -.--- BTU ifpL t 86.100 SCGOO ucrrn 40 000 25,030 24.500 24`00 __33,0 22,30'3 DTV Vuwu• 01(ri 20 400 8.889 15.000 15, =ti 17 200 420 .500 19,100 17 00U 1, _20 Maximum Heating Efficiency AFDC Steady Stare 03'T 53°_ 3_ 8.8 35 3312 Yeas of re as =_!', desr_ r crd resin° rare en-anced opt mum pericrrrance alto. -ane P.spcaeon produ_ s ca .,cPi=,,= :.rr '7f • Fe it phr'l heutte� ra:rg encien= es cr Ge ria Ou- prod.,cts continaocsly surpass incu-tr, s° ,cy cis poi or, v a.DCC=,n_e Lc; e eNir o -r, pe-crmance • no reed er co J-, rcurdaten er hrce vnrk • GrOUna ie -.e -.r= a3eoe T513177373 • -ere C c-ar snce so cc-nti.s b'es • Suitaale or''ocde homesir, ;ic-s Installation Ver--:satility` • Ir ._cnsda..__Fro'ec 4r =,.GOC d_, r eec 1 cr. • Basemen' installat 333 e.,en rte c'a c _.,n, i Per s -or.= • ApDrovea'o- pedrocm. bausr Pen b Decmr;'xrr rsaul :1 Heating Flexibility HOT AIR DESTRIBUT EON KIT With the hot air distribution wt and is independent fan control, you are - offered a choice of distrbuting a por- ton of the heat generated from your firep'ace either to other rooms, adding to your overall home comfort .,. '•; Aga" .�F• "?5 OR when frep'ace _iJno efl� enc, s secs- _an tro the ambiance of a fire disperse it outdoors .. ideal for entertaining. Y" ,3'T'Yk�- i to THERMOSTAT Optional thermostatic control ma ntans adjacent room tempera -ire for even greater convenience. BLOWER When you want to extac mix mum heat an option. heat crculating blower offers'ncreased heating efficiency P. thermal sensor switch aJt-n-'; 31'. t,r^s blower or and off and a vanable speed con rol .s designed to be installed H the bottom of the Ln- or on a wall, 16 16 QUALITY FIREPLACES ..42trotfuct Specifications GD7ONT BGD48N BGD40 GD4SN BGD42N-D BGD38NT GD36NTR GD34NT GD33NR V/all Purace r_red Y Hinged dccr user -,h Se rrg Tcc PFW-P`'T cis 5 Germ c 5 i,s 5 v 31 Y N 4S Y Y Y 255 5 Y N Y Y N Y J leMpcirec cc=s - = 3 - 3 3 DoorSizer v`.-1-nr riches 33.3 53 24 2x -H I-_ Erd 193:8x 17 8 221/9x331:2 22x38,3 23x:15'5 Fs- I° 318 a21 58 Ice-sTh s:utoC 5 5 3 5 3 > :ens he nm 3 3 3 5 2 No --rut- e'crson 62-0- 02 5 3 3 5 5 Sealed censer cr c-/arrei 5 5 5 3 Fres:dents L niter Licrrre Vane. 2 S - c S Pea csr S Y 5 sTAN:YAP: 6 CPi1ON,r 0 YES Y NO `: N7- - esea as a he,, e- arc cr _.-ail '_r'ace lupe -c 1-J 86 22 58 "lo CSA 23_, CSA 233 in Carade are United 7 _de. Cyr 2 3 AN` -J 30 Cor he^ ec :r F es uses Accessories GD7ONT BGD48N BGD4ON GD45N BGD42N-D BGD38NT GD36NTR GD34NT GD33NR Decor. ;-,.e erck panes OIL :own red bres panels Meta bric< pa-ek_ He -r ngDene M�4P4P_AN3 co-cean r_Tec PoIGhec bass rrn Art,que 'brass tnm Er. -shed sta nIess s,_e1 Tr in Pelrnec brs 3D -r Artque hrisss 3D rn: Er_shec sta Cess step' 3D trr PolDneC c0c e bane's . 0 0 0 0 S 0 0 0 - O 0 rn - 0 - 0 Ea; `runt k t A t' xcreen 0 - 0 - Axcnec Scor 'ec: - - 0 - 'Vetbee arch cocr '30: 1,:r 3O Pc ish,ec _rss c.--,!?‹, 0 O 0 0 24 -ar_., 3 +Id rlatzo int_ ,r,,, 0 - - - Er -„n.ec ,,3 r1'/S3 Cc 10,,2. res 0 O 6'ack ',os. -es O 0 0 3 ..3-ce •c' -e_ 0 - - - Di) H_nd-he^e cr,c= o , no.e c. -e-_,te ear -6 arc cc., O O H-ctcrcuar ^4 CO3^Pr .Da-eh - -',e _ O O 0000✓ 0 O 00 O G O 0 CD S 5 rC B D42N-D • BGD38NT ELEGTF'_AL 'lLET EFT SIDE ELECTRICAL INLET LEFT SDE GD34N 5 I"- 3' ELECTF!CA.INLE- LEFT SCE P DIA GAS DIA INLET Luna ELECTRICAL INLET LE -T SIDE 31 ELECTRICAL I \ LE - LEFT 31:.E J Line dimensions are to be used as a guide only. Please consult your installation manual for updated and precise measurements before proceeding to install or frame your Napoleon Fireplace Unit. Installation Manuals can be requested from your dealer or found on the Napoleon Website: www.napoleonfireplaces.com Venting flexibility fop YenL - GD/UH1 GD34NT BGD38NT Ate, am'caIt, E,3,nee(1 Tarmrcaton Kr flex be A!Lr`inurr'Jan1 FP Es. r+s',tinss ?Ern Cearince To Combusrble Traring F.aleJ a1' Roc Raclin Hoar H,nHea _e�m. or e ter, Gass ab.v 'g E_1aa cm ccm A 'earn Jo To 4OFT Vemrer 0 Or 20FT Hsnzonra fro Through Pie Wall Sue Gas 0u10! Rear Vent - GD33NR reare1 H Radiant CCm415n00 Air Inlet EFcier! 1-1101 Exe1arge elSren Seams CO nouEr010 Chamber ua Laver Sumer Cnooml Ao Cirtmaeng 'vena:% Speeo Gan Feat 6crarr o Ss'em (Flue/dm Omle1 Ccmauslion Air Ho! Hiql ear Ceram, Glass Prec e on Pon Pan acme, searea corms mn Cnamnar opuoral Air Cim.oanna vanotle Sneed For Real i cp Vent - GD36NTR Heeree r'ce'm 0i �apianr 11 dal TCP vFYT Flue Cas _ Per Frazere -rus ,mo-Pion>i del '•2W +o^ Piga C dam c 313 n P S r Cwt Pram Ar 4G° _ BGD 8N BGD42N-D GD45N BGD4ON• FIeub'e A4mrnum'Va'r Fp ear l rarananun t om Clearance to Carro,ricles Fmmnga o 'tieing Valva s ▪ +ir Cr, Ming /ane9e S'i.e0 in Cr.Lr re.rrtin �� ,_ Hoaten P.m 90 Rodanr Neal neaeer._erama o r -empe ed Ca.Ss RA1131 veal Occl Paan 311 (31 gal crar PLEn, Other NapoleonProducts r-; .100 P.dns bas 017.00 -rg- Iue�L. (330 sn00C consult your Dener s T'_ruallo' cnmeete Oslo Ishoe lns?-_ons 301 alK 0r Lleoaeces la comi`eenble mLPeals Check a l lxal an9 naapnal bu kilns OGe:Mel 300 r egllldgns A 103001100llrns aie 3Jl'+160-011' ;00,11 nll v@ om[Lt1 mmrcveme13 A rolern• Is a w 0ter e0 r'30Tar, 01!101'310E1 LI] Palen! J 3 5 33' dal 70354._3- 2 333111 2 CE£ 515 PJS (3'3:10 31ea1010 • ,NAPOLEON-, QUALITY FIREPLACES fD Wolf Steel Ltd. �J Napoleon Road Sara ON Canoia La'A 4V8 FT^PLILP , DesrgnSlocco corny Wolf Steel Lfee-Logrstrque Oueoec 7200 =Jute Transcanadienne Mont(eal. PO Ca-aca -('T 10.3 Wolt Seel USA Inc Crittenden, Kenucr.v USA =1030 Phone 705-721-1212 • Gad 70,E 722-.031 nww naooleontneplaces cam • www flreplacedestgnstudro com 101,'s'acuiocn %rn ca Oit __ dem �cramoi g Au!hN:03 C`9a V• IM 7 40i'1ri ¢iv�s co ')ew Vz+�A3rtt. W C1 047 11 r • • GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N`_' 3 9 2 5 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT Assessor's Parcel No. This does not constitute a building or use permit. PROPERTY �(� , • Owner's Nama,14 Z isv! 1r (u l Pressent Address 1.36-1-1200 �4. l Ikt D Phone n 1103 �/YV JKo System Location / ' Legal Description of Assessor's Parcel No SYSTEM DESIGN 20 Septic Tank Capacity (gallon) Other 9)r -7-36)3-00-N7 Percolation Rate (r inutes/inch) Number of Bedrooms (or other) 7 7 d Aeoeh G eaD4 T(a p 5(p 3 Cil 11t 771- - P°S Required Absorption Area - See Attached Special Setback Requirements: Date ..."1-3 Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer , 2/1'`�� Septic Tank Capacity / 12') Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area / // CM 6), /,� sin//( Absorption Area Type and/or Manufacturer or Trade Name 4-747/Pim 445 Adequate compliance with County and State regulations/requirements Lk"-, Other Date Inspector RETAIN WITH RECEIPT RECORDS ATONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 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 -8 months in jail or both). White - APPLICANT Yellow - DEPARTMENT k i No. Lir cca Assessor's Parcel Nog (R7 ' 1 Date q "IRS -NA BUILDING PERMIT CARD Job pdAr ss 9/79. k 15 8LD_Thc Owners f 7 �i Pv\ Address/3A-r) 07/124'd Contractor � )%90,— Sec Front tel% 1/'1.0-c9Z.: Soils Test Footing 5--/g tstir Foundation 5 -25/ -0071 -- Address 25/ -007f --- Address Grout Underground Plumbing Rough Plumbing c/ Framing 10-V-04174--- Insulation /0-2/-0g17fF— Roofing Drywall /0 -ZS -04M Gas Piping i-/'(-Cc/,Tt NSPECTIONS NOTES Phone # `%6 - 'aC Phone # LH Zoning Weatherproofing Mechanical /U-U-iL171 Electrical Rough (State) ✓ Electrical Final ( tate) ' Final - hecklist Completed? Certificate Occupancy # Date Septic System # Date t/ - 1`s1 -C=+ Final S- if -V Other'Sit #77 -3 - (continue ' - (continue on back) a a • BUILDING PERMIT G RFIELD COUNTY, COLORADO Date Issued. Zoned Area Permit No C 0tad.S 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 ayen n • , MaCtria� Add r Legal esc tion Own Setbacks Front Side Contractor bialir Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing fed s.0Vt Foundation) - Z'-(oj Underground Plumbing •pc( f Insulation j y/ ..o L_ - Rough Plumbing q.._, c / --cal Drywall /0- p4--/ I ChimneyZ�-0yp4- & Vent �D—�i-o�friBL Electric Final (by State Inspector C� Gas Piping y_ f ti-py-j(a— 23_p — Final 2 -23_03 -71 -- Electric Electric Rough (By State Inspector) Septic Final elf -O -- Framing 1 U—t I- *4f$ (To include Roof in place and Windows and Doors installed). Notes: 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. APP OV DO NOT DESTROY THIS CARD nes. , M m .. A'►