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HomeMy WebLinkAboutApplication-PermitPenult Job Address: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 6'' Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-946-8212 / Fax. 970-384-3470 / Inspection Line: 970-384-5003 No: Parcel/Schedule No: ;7 395 j ©�{0d10ZB 31 �}, .d€�, (I�(•I .)S( 4 �+z � G .. ,a gl(. 1 Lot No: Z.� Block No: Subd. /Exemption; :3Pg.1,iLrItioGr C 1ZZ91t td 2 Owner' . Cres, c NeA Address 141) c'")'''I _ - _ h: ay w 4 9115 -6,te•e- Wk Ph: 945 (Dios 3 Coactor: njeAvek De' I In A p k4p„,t t Address: the.. slap er:`.11,e Or. So. Ph: 3t>0 945 Lo to 0 Lic. No. 4 Architect/Engineer. Address: Ph: Lic. No. 5 Sq. Ft of Building: 13575 i- u50 Sq. Ft., of Lot: 7$139 Height:I ZZ.St� No. of Floors: c. 6 Use of BJilding: Kes;dt,1,-,.\\ 51Fswep6,3 0/6„,41LcA,)-0.,Lik roJaz -e--citVaiLa_ 7 Describe Work: , i�S e,,�.� G)g'�im 1 4 v �. e„ H Class of Work: , New ❑ Alteration a Remove Addition i Move • 9 10 Garage: ❑ Single 7 Double Carport: ❑ Single J Double ' o Driveway Permit 0 On -Site Sewage r.,i//g4. N/A. Disposal U Site Plan 1 I Valuation of Work: $ Adjusted Valuations: S 7�j 12,: Special Conditions:IQ ii. p Jtii /�/7]d�� 0t1a .o "i -JJ e'\ /�Q.Q-0. /4.1� J1 OJ�1 n o 9. jI`� ! C .. O . V ! au re. NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO.' THIS PERMIT BECOMES NULL AND VOID 1F WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS, OR, IF CONSTRUCTION OR WORK 15 SUSPENDED OR ABANDONED FOR A� PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. TFIE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ITURF Plan Check Fee / /.�� Permit F'ee 05 . ")5- 4 ('j en /5 Total Fee:3395 7p i Q 1 Dated Permit Issued: 39q ]Type: OCC GTO . Ke - Const. Zoning: p Setbacks: Manu. Home: ISDS tio. & Eej /f% ,� W ✓ 1 Ifj - e 111 Pij ..75111414Vtt 13Z(0.7.. ' 'NO 5-3 to A . 41 1 j lJ SI, OF E DATE t vsLt PLNG. DEFT. Q DA Ejik APPROVAL/DATE,. 1-2ta PERMISSI HEREBY GRANTED i�0 THE PLICANT AS OWNENI?2A 1'1m Erg' Pie 20 R AND/OR THE AGENT OF THE CONTRACTOR ORO ER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMI I 1 ED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION. AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE 1T SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Garfom.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INTL•IAL): 3106 Aajuifit,r-ri- 59 co (1/3 0?(- 6)— The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, anchor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy and the issuance of a Certifi ate of Occupancy for he dwelling under building permit # k Signatur Bpcon ct2004 5- i -o Date VALUATION/FEE DETERMINATION Applicant Subdivision -5P/-1 ei6cee POl e 04 1 Address ije A thatey Lot/Block z8 Date 5- Z45-40 Contractor f i bes i UZ lIt /a Finished (Livable Area): Main /4) ,t5,7 Upper / 703 Lower /85 Other Total Square Feet Valuation 35'75 dg Basement; Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation /050 I $ Valuation Decks/Patios: Covered Valuation Open Valuation Total Valuation ze0(, 981, 14 WO -8-t+ M fd _21+5,705 - ac?+ 793.0 GARFIELD COUNTY BUILDIN 970-945-8212 G AND PLANNIN MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS G In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within thgenvelope. Yes ,/ 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks apply. Yes 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes r171 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes ✓` 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes ✓� 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes ✓� 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes ✓ 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wi K1 loads? Yes ✓ 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 ✓ 12. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes ✓ 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes r1�/A No 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes rip No 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes ✓ 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 ✓ No 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes ✓ No 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted without it. Yes ✓ No 21. Will this be the only residential structure on the parcel? Yes ✓ No If no -Explain: 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes / 23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes ,/ No 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes ✓ No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes / No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes ✓ No 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes ✓ No 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes ✓ No 29. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes / No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re -inspection fee? Yes ✓ No 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes , No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes ,/ No 5 33. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. 3v,\c13 -rune, elyS-821 “4 Lk2.12 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 tiof applicable inspection. Yes / No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcelk Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes ✓ No 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes ✓ No (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes I hereby acknowl dge that I have read, understand and answered these questions to the est of my ' 11' Sitfature'of wner 5- Z--(-'( Date Phone: 9c/ 5 - (i t) 0 (days); CI Li5 -ac-ii-o-f (evenings) Project Name: o f 2P 5 Pre. i Ur2—5,�2.V!T e- (or? Project Address: \17 6(e -eV dektCseV Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the. permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application 6 may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. BpminregFeb2005 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, IMC, IPC, Setbacks: Check subdivisions and zone district for setback requirements. Snowload: 40PSF up to 7000ft. elevation. 50PSF 7001 to 8000ft. 75PSF 8001 to 9000ft. 100PSF 9001 to 10000ft. Seismic design category: B Weathering probability for concrete: Severe Termite infestation probability: None to slight Wind speed: 90mph Decay probability: None to slight Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft. elevation. Air Freezing Index: 2500deg F -days to 7000ft.; over 7000ft. to be determined by Building Official. Ice shield under-layment required. Mean Annual temp.: Variable Insulation: Maximum glazing U factor: 0.50 Minimum R -Values: Ceilings/roofs R values are: R-30 stick built structures. R-38 log construction and steel rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. • Floors R -values are R-19. • Basement wall R -values are R-10 below grade, R-19 above grade. ■ Slab perimeter R -value and depth is R- 10/36in. ■ Crawl space wall R -values are R-10 below grade and R-19 above grade If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R-19 insulation. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. Applicant PLAN REVIEW CHECKLIST Building ✓ Engineered Foundation Driveway Permit -w ed Site Plan • (Z S ,30., Ai LA -Septic Permit and Setbacks Grade/Topography 30% Attach Residential Plan Review List Minimum Application Questionnaire Subdivision Plat Notes ,Fire Department Review Valuation Determination/Fees Red Line Plans/Stamps/Sticker Attach Conditions /Application Signed Plan Reviewer To Sign Application 1 Parcel/Schedule No. 40# Snowload Letter- Manf. Hms. Soils Report GENERAL NOTES: Date 5-2S-440 Building ZS -- Planning/Zoning Property L. e Setbacks 30ft Str m Setbacks Flood ' lain Bui s ing Height Z. ing Sign -off ' oad Impact Fees OA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes Page 1 of 1 Andy Schwaller From: Ron L. Biggers [rbiggers@ci.glenwood-springs.co.usj Sent: Thursday, May 11, 2006 10:54 AM To: Andy Schwaller Subject: Craig Helm, Spring Ridge 11 home plans Andy, Craig Helm called me today to ask if I needed a set of plans that he submitted to you for a home he plans to build in the Spring Ridge II subdivision. I told him I probably did not need to see a set as it is the home I told him he did not need to sprinkle if he put a fire wall between the house and the garage. About a month ago he met with me to review in concept the two homes he planned to build in Spring Ridge II for resale. At the time they were both to be around 3,600 square feet which is the cut off size for sprinklering or not in that subdivision. The one he said he submitted to you has the garage to the side with no living space planned above it, for it I said he needed to put a 2 hour fire wall between the garage and living space and no sprinkler would be needed. If his plans have changed, like the structure has grow in size or there is now living quarters over the garage then I will need to re -review the plans. The second house he plans to build in the subdivision was about the same size but had living quarters over the garage and I told him that one would need a 13R sprinkler system installed in it. From the above information let me know if you think I need to look at the plans he has submitted to you or not. Thanks ,Fact Ei J0W, 7vre 7/14 lf.d. C S. 7D. 9170-3N-64.33 '7ine Sptafacir4 Saae 4e 5/11/2006 HEPWOf H - P.AWLAX GEOTECHNICAL November 30, 2005 Helm Design & Development Attn: Craig Helm 2700 Gilstrap Court, Suite 300 Glenwood Springs. Colorado 81601 • Job No. 105 988 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 28, Springridge II, Hidden Valley Drive, Garfield County, Colorado Dear Mr. Helm: 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 November 3, 2005. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed residence will be a one story, wood frame structure over a walkout basement level and be located roughly in the area of the exploratory pits shown on Figure 1. Basement floor will be slab -on -grade. Cut depths are expected to range between about 3 to 12 feet. Foundation loadings are assumed to be relatively light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site was vacant at the time of our field exploration and is located on the west (uphill) side of Hidden Valley Drive. The ground surface is relatively' flat and strongly sloping down to the east. Vegetation consists of grass and weeds with sparse trees along west lot line. Subsurface Conditions: The subsurface conditions at the site were evaluated by observing two exploratory pits at the approximate locations shown on Figure 1. The pits were excavated prior to our arrival to the site on November 3, 2005. The logs of the pits are presented on Figure 2. The subsoils encountered, below about 1 foot of topsoil, consist of silty sandy clay down to the maximum pit depth of 12 feet. Results of swell - i034‘;41 -7 ;41-7 l 7 Hh; *Jf� ..,-�la I'll: 97C— � 0,:.•;') consolidation testing performed on relatively undisturbed samples. presented on Figure 3, typically indicate low to moderate compressibility under loading and wetting. The sample from Pit 2 at 7 feet showed a low- collapse potential (settlement under a constant load) after wetting. No free water was observed in the pits when observed on November 3, 2005 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 clay soil or sandstone bedrock designed for an allowable soil bearing pressurelof 1,500 psf for support of the proposed residence. The soils tend to compress after wetting and there could be some post -construction foundation settlement. Footings should be a minimum width of 18 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 to expose firm natural soils and the footing bearing level should be moistened and compacted prior to constructing footings. 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 12 feet. Foundation and Retaining Walls: Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 55 pcf for backfill consisting of the on-site soils. Cantilevered retaining structures which are separate from the residence and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 45 pcf for backfill consisting of the on-site soils. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at a moisture content near optimum. Backfill in pavement and Job No. 105 988 Gea tech -3 - •walkway areas should be compacted to at least 95% of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected. even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.35. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 300 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength. particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads should be compacted to at least 95% of the maximum standard Proctor density at a moisture content near optimum. Floor Slabs: The natural on-site soils or bedrock, exclusive of topsoil. are suitable to support lightly loaded slab -on -grade construction. To reduce the effects of some differential movement. non-structural 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 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, crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. Job No. 105 988 Gtech -4 - 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',/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. 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 clay soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. A swale may be needed uphill to direct surface runoff around the residence. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation, such as sod, should be located at least 5 feet from the building. 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 Job No. 105 988 GeE-tech -5 - extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Su.ubmitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. t. Trevor L. Knell. P .w 384613 ` N. t. n,..l2-'1 _uta :A5tr 1 Reviewed by:1r��'°...,.. .`gax'0 Daniel E. Hardin, P.E. TLK/ksw attachments Figure 1- Location of Exploratory Pits Figure 2 — Logs of Exploratory Pits Figure 3 — Swell -Consolidation Test Results Job No. 105 988 L .tee 1 APPROXIMATE SCALE 1" = 50 LOT 27 r LOT 29 LOT BOUNDARY BUILDING SETBACK LOT 28 ■ PIT 2 LOT 25 LOT 26 HIDDEN VALLEY DRIVE 105 988 HEPWORTH-PAWLAK GEOTECHNICAL LOCATION OF EXPLORATORY PITS FIGURE 1 LL cn 10 HT 1 WC=16.3 DD=103 -200=76 PIT 2 WC= 5.4 DD=100 -200=56 L_ 15 LEGEND: TOPSOIL; slightly sandy silty clay, firm, moist, dark brown, organic. G 0 10 15 CLAY (CO; sandy to very sandy, silty, medium stiff to stiff, slightly moist, brown to light brown, porous and calcareous. 2" Diameter hand driven Liner sample. NOTES: 1. Exploratory pits were excavated with a Cat 320L trackhoe prior to our arrival to the site on November 3, 2005. 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 logs of exploratory pits are drawn to depth. Pit 1 is about 8 feet higer than Pit 2. 4. The exploratory pit locations 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 when observed on November 3, 2006. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcf) -200 = Percent passing No. 200 sieve) 105 988 HEPWORTH-PAWLAK GEOTECHNICAL LOGS OF EXPLORATORY PITS FIGURE 2 Compression % Compression % 0 1 2 0 2 3 4 5 6 Moisture Content - 16.3 percent Dry Density = 103 pcf -200 76 percent Sample of: Sandy Clay From: Pit 1 at 11 Feet No movement upon wetting 0.1 1.0 10 APPLIED PRESSURE - ksf 100 0.1 105 988 H 1.0 0 APPLIED PRESSURE - ksf F{EPWORfl- PAWLIK GEOT'ECHNECAL SWELL-CONSOLLDATION TEST RESULTS 100 FIGURE 3 Moisture Content = 5.4 percent Dry Density = 100 pcf -200 = 56 percent Sample of: Silty Sand and Clay From: Pit 2 at 7 Feet me Compression upon J wetting - 0.1 105 988 H 1.0 0 APPLIED PRESSURE - ksf F{EPWORfl- PAWLIK GEOT'ECHNECAL SWELL-CONSOLLDATION TEST RESULTS 100 FIGURE 3 11--17-'06 14:11 FROM -Civil Constructors 9709456101 T-629 P01/03 U-398 MD From the Desk of Craig Helm Nov, 17, 2006 HELM DESIGN Sc DEVELOPMENT, INC. 2700 GILSTRAP COURT, SIJrrE fid❑ GLENWOOD SPRPN65, co a 1601 TEL (970) 945 - 5100 Fax (970) 945 - 6101 TO: Attn Andy Schwaller or Matt Comp Garfield Coouy Tel 945-8212 Fax 384.3470 3 Number of Pages including Cover -,/ RE: Permitt # 9941 — 1397 Hidden Valley Dr. 2/e6)-7 Un -vented Roof Assembly calculation. Please give me a call with any questions. 11-17-'06 14:11 FROM -Civil Constructors 9709456101 T-629 P02/03 U-398 Invented Roof Assembly Spray Polyurethane Insulation - to bottom of roof sheathing Nov. 17, 2006 New Home Construction @ 1397 Hidden Valley Dr, LAYER R -VALUE outside air layer 0.17 asphalt shigles 0,1 felt 0.06 518" roof sheathing 0.78 3" Spray Polyurethane 21 R (ext) 22.11 R25 fiberglass batt 25 5/8" gypboard 0.56 inside air layer 0.92 R (int) 26.48 TOTAL 46.59 Using: 35% relative Humidity 19.8 degree Mean Daily Temperature (Jan. - coldest) Dew Point = 41 degrees T (interface) = 70 deg - ((R (int) / R (total)) x (T (in) - T (out))) T Ont) = 70 - ((26.48 / 48.59) x (70 - 19.8)) T (int) = 70 - (.545 x 50.2) T (int) = 42.64 degrees With the temerature of the Polyurethane & Fiberglass insualtion being 42.64 degrees the resulting dew point of 41 degrees would occure in the polyurethane. 11-17--'06 14:11 FROM --Civil Constructors 9709456101 T-629 P03/03 U-398 The 2003 1R requires enclosed attics and rafter spaces to have cross ventilation. The 2003 JRC allows the CBO to approve alternate methods of construction. A properly designed unvented roof is such an alternative. The instailation of thermal insulation above the roof sheathing (typically the principal moisture accumulation surface in a roof assembly) raises the sheathing surface temperature, The ratio of the amount of thermal insulation ori the exterior of the sheathing surface compared to the total thermal resistance of the assembly determines the sheathing surface temperature. The sheathing surface becomes warmer as the amount of thermal resistance on the exterior of the sheathing in.rea$es compared to the interior. Condensation will not occur at the roof sheathing if all t e thermal insulation is to the exterior of it. Where all the thermal Insulation is below the roof sheathing, condensation can occur if exterior temperatures are sufficiently low and sufficient moisture can reach the sheathing surface_ The temperature of the condensing surface (back side of the rigid insulation) is calculated in the following manner. Divide the thermalresistance to the exterior of the condensing surface by the total thermal resistance of the assembly. Then multiply this ratio by the temperature difference between the interior and exterior, add this to the outside base temperature, Equation as follows: Tgintertacey = T (ire— R (i111k 1 R (toaai) X ( TM) — Tout) ) Where: Tiintarteoek = the temperature at the sheathing/insulation interface or the temperature of the first condensing surface R (Int) = the IR value of the interior from the condensing interface i (taxi; = the total R -value of the entire assembly TO) = the interior temperature Time the exterior temperature Calculations to use assumptions of 19.8 degrees F, January Mean Daily Temperature and 70 degrees F interior temperature. The temperature of the sheathing/ insulation interface is to be greater than the dew point of 41 degrees F, STATE ELECTRICAL BOARD INSPECTION REPORT / CORRECTION NOTICE Date Rec. 3/-? / .47 PERMIT # 7 Contractor/Home Owner: )L} r Address: -j TYPE OF INSPECTION: Partial Rough in Underground Final. ACTION: Accepted Rejected Remarks REINSPECTION FEE Comments or Corrections: Inspector's Name / / Phone # Date 3%/ %17 FORMS:ESINSP NOTICE.DOC COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at i Permit No. 79 I have this day inspected this structure and these premises and found the following corrections needed: ),00-4.t zpLe*- $322. Go /be You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 7—/e)-476- 20 Building Inspector Phone (970) 945-8212 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at /,?971(e.,;44-,, / Permit No. 9 99( I have this day inspected this structure and these premises and found the following corrections needed: a-4( ,d(4/47 a� /"L zze 3.)` �� y You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date /a 07 -,26' 20 Building Inspector Phone (970) 945-8212 Na q914 Job Addr:ss /3 % / Owner BUILD' Assessor's Parcel No PERMIT CARD Date (C) Address Contractor )1:r ks: Front� Rear Address RH LH INSPECTIONS Soils Telt Footingb4½* 22e.€ 4 /1.0••06 Foundation -7-40-o-05 Grout Underground Plumbing '7.5-963t7X Rough Plumbing /l-e2!-660rt� Framing /l a/tf7- Insulation Roofing "'Drywall :Yrsze., Olga Gas Piping .//-A/-C61 Phone Pt -15-0444 Phone #_ Zoning Weatherproofing Mechanical Electrical Rough (State) ✓ Electrical Final (State) 3"-.1l-7 Bie / final))-/ J7 /Checklist m leted? t� Certificate Occupancy # Date 155VEvL Ll�i1 OE - Septic System # Date Final Other N,n,u1 wa* OTES iia a/Eft /040-e4- fad �� EXTERIOR Address No. Drainage Decks -support & cle Decks -stairs & rails Exterior locks ance to ood Flashing around doors & windows Insect screens INTERIOR GARAGE Fire wall separation Service doors -l%' min Door (20 min.) w/auto cl %" min, Mech. equip. 18' above floor No opening into sleeping area BASEMENT -CRAWL AREA Access Insulation Headroom/Stairs Ventilation FINAL CHECKLIST MECHANICAL ROOM Boiler Hot water F.A. gas/oil Floor drain �' Clearance Air con. system Hot water heater Combustion air_ Gas piping, valves LPG Drain FIREPLACEIS Cfearance to co Termination of ch Combustion air OVE bustibies nay Hearth (12" or 20" on sides) Glass doors Certified by; REMARKS (continue on back) STAIRWAYS Headroom (616' Railing & guard :IIs Width Rise & run KITCHEN Clearance above rill Exhaust fan • Broiler exhaust (1 hr. chase) BEDROOMS Egress Smoke detector BATHROOMS Exhaust fan Shatterproof glass OTHER INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issuedl/ "6" 6 Zoned Area Permit No Trii 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 zoni g, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector nd IMMEDIATELY BECOME NULL AND VOID. Use 5 4 un Address Leg Descrip Owner. Cgntractor r -; Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. P INSPECTION RECORD Footing 7._/c7`06 4,1, .., Vewayr Foundation 7— c7_..0. Underground Plumbing -2-ag-a 6 Insulation 0,_6 -06 ,,3y -J_._ Rough Plumbing A/-06 aila Chimney & Vent Electric Final (by State Inspector Gas Piping i_._ 6, Final it- n_ o'7 . ; ` /1 i Electric Rou h (0 State Ins ' ) t ,�".�j Septic Final Framing// -w -o6 '//011111 (To include Roof in place a � � Windows and Doors installed). Notes lz- 65 , ,0 la _›/`:96ryr1Z ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections CaII 384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD Date‘ By IF PLACED OUTSIDER WITH CLEAR PLASTIC Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasuxer Property Search 1 Assessor Subset Query 1 Assessor Sales Search Clerk & Recorder _Reception Search Basic Building Characteristics 1 Tax Information Parcel Detail Value Detail 1 Sales Detail 1 Residential/Commercial Improvement Detail Land Detail 1 Photographs Tax Area 008 Account Number R042643 Parcel Number 239510409028 Mill Levy 63.456 Owner Name and Mailing Address HELM, CRAIG & PAULA A. 1491 OAK WAY AVE GLENWOOD SPRINGS, CO 81601-4007 Legal Description SECT,TWN,RNG:10-7-89 SUB:SPRINGRIDGE RESERVE PUD, PHASE 1 LOT:28 PRE:R042100 BK:1752 PG:688 RECPT:687853 BK:1720 PG:770 RECPT:681083 BK:1720 PG:768 RECPT:681082 BK:1720 PG:766 RECPT:681081 BK:1720 PG:764 RECPT:681080 BK:1720 PG:761 RECPT:681079 BK:1720 PG:759 RECPT:681078 BK:1720 PG:757 RECPT:681077 BK:1720 PG:731 RECPT:681076 BK:1720 PG:710 RECPT:681075 BK:1720 PG:702 RECPT:681073 BK:1720 PG:696 RECPT:681072 BK:1720 PG:693 RECPT:681071 BK:1720 PG:673 RECPT:681069 BK:1661 PG:345 http://www.garcoact.comlassessor/parcel.asp?ParcelNumber=239510409028 11/27/2007 Parcel Detail Page 2 of 3 1RECPT:668309 BK:1652 PG:180 RECPT:666215 Location Physical Address: 1397 HIDDEN VALLEY DR GLENWOOD SPRINGS Subdivision: SPRINGRIDGE RESERVE PUD, PHASE 1 Land Acres: 1.794 Land Sq Ft: 0 Section Township Range 10 7 89 Property Tax Valuation Information Sale Date: Sale Price: 8/26/2005 1,728,400 Basic Building Characteristics Number of Residential Buildings: Number of Comm/Ind Buildings: 0 0 No Building Records Found Tax Information Tax Year Actual Value Assessed Value Land: 142,960 41,460 Improvements: 0 0 Total: 142,960 41,460 Sale Date: Sale Price: 8/26/2005 1,728,400 Basic Building Characteristics Number of Residential Buildings: Number of Comm/Ind Buildings: 0 0 No Building Records Found Tax Information Tax Year Transaction Type Amount 2006 Tax Payment: Whole ($938.52) 2006 Tax Arnount $938.52 2005 Tax Payment: Whole ($5.00) 2005 Tax Payment: Whole ($9.52) 2005 Tax Amount $9.52 http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=239510409028 11/27/2007 Parcel Detail Page 3 of 3 2005 II Tax Amount $5.0011 Top of Page Assessor Database Search Options 1 Treasurer Database Search Options Clerk & Recorder Database Search Options Garfield ..County .._Hotne_ Page The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 - 2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=239510409028 11/27/2007 Garfield County Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection iLne- - 384 5003 NO. CCH 1 �� Job Address t�C (C�C�Lf�1�1� +�J1� Nature of Work Building Permit it) -Q,Qg /` Use of Buildin � (� (�l'� { �� 11. Owner Contractor Amount of Permit $ 3+44 Date Clerk