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HomeMy WebLinkAboutApplication-PermitGarfield County Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address Nature of Work NO. 9E9s Building Permit IL—I— f I Use of BuildingC / P r --)t /" /d. b Owner 1 a� -� L Contractor cc, i'1Q Amount of Permit $ 3a -P, (-5 Date [co---bu Clerk GARFIELD COUNTY BUILDING PERMIT APPLI CATION 108 8" Street, Suite 401, Glenwood Springs. CO 81801 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 Permit No: c3� ]• Parcel/Schedule No: 14itc .-SL.k1/4 \L-- 1i1\ Job Address:1 / I f-„ ( Go t�unnse �: lr� I Cacnwcxacl Sr��a� r 1 Lot No: Block No: Subd. / Exp tion: 2 Owner:Address5 e 5 4 ..Sane- NAL kin5 01-E) Iib 12D a-�.e 145-93(13 X45' 93 (t3 P ' ` ' -1525 3 Contractor: Address: Ph: Lic. No. ^AArchitect//E` n sn'e`er: f , + i i�•10J.l gLIG1l~i — J 1t�G Address: +� /±� , y� LIE GWS Net ffs�, P"ti�,.7.5 B Lic. No. S Sq. Ft, Building: q of Lot: Sq. 8`1423_U, ?,�(�,"y 1i Height: 21 ! No. of Floors: 2 L . ti Use of Building::� `1 t/sn 7 Describe Work: les,W l oa S j F 4 , A cAevaPe4vixectii.' (JV❑ �3 Class of Work: iii" New Alteration o Remove ❑ ddition ❑ Move 9 Garage: 3 ❑ Single ❑ N,,/"Double Carport: i 1 �-1 (�y ❑ Single 1 Ar❑ Double 10 (, Drif `vra Permit 0 On -Site Sewage 14 `f Pe Disposal Site Plan 11 Valuation of Work: $ MO , J ' Adjusted Valuations: S 1 u { ��'r 1 �^'►=i6 ,34014306 . 111 12 Special Coltions: nd ,clecvuired, DY2 -wrd - -k r Z 7 3 415, 24 sae ) — — NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. Plan Check Fee: /277. `JCj r h Permit Fee: 9 g. /6 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS, OR. IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I5 COMMENCED. Total Fee: '). 3z47.45 Dated Permit Issued: [ 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 OCC Group: Const. Type: COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OFANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CON •UCTTON. Zoning: Setbacks: _ f ^fJ,���p Manu. Home: ISDS No. & Fee: 1 1` •, R DAT _ A �` s� BLDG DE• N•. +'• "". APPR.•./DATE APPROVAL/DATE / n ; , AGREEMENT PERMISSION IS HEREBY GRANTED TD THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONS1 RUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR 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. I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INIT1ALk A • 3/?7o!o F5ie3 � `�,3- 'YYm(°) vL rb o s rt 1z�1� t c�Gc� [Zes 1 - _ ' , caW Y\ f ca 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, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # -1 %.\\— \ 0 tip Signature Date Bpapplicationfeb2006 Applicant Address Date VALUATION/FEE DETERMINATION Finished (Livable Area): Main lgo4 Upper /x, 59 Lower Other Subdivision 4424E Lot/Block if Contractor Total Square Feet 3/43 V 74 4& Valuation Basernent: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Z34,7I9.Z/ Garage: lz q(eQ Valuation 7L0 4 t8 Crawl Space: i 7/ tV e Valuation CQc 7 =- Decks/Patios: Covered 14, go Valuation 10 `t z4 Open 7z oo Valuation (Geo 4. Z Total Valuation 273 '95, z'/ GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (1Q) 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. AlI sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks do apply. Yes 'lam 3. Does the site plan include when applicable the location of the LS.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent prope ties), streams or water courses? Yes 2 4. Does the site plan indicate the location and direction of the County or private road accessing the proper),,,, 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 arances 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 sous? 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 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 ofpositive connection of all columns and beams? Yes 1� 12. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave ofa gable or shed roof or the top ofa flat roo . (Building height measurement usually not to exceed 25 feet) Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping�r oms 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 ven ' ation 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 ams? 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 wi out it. Yes No 21. Will this bet only residential structure on the parcel? Yes No If no -Explain: 22. Have two (2) omplete 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 c de 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 e Garfield County Building Department? Yes No 27. Do you understand that approval for design and/or construction changes are required prior to the application these changes? Yes No 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building pe it? 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 38 5003. Yes No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50. 0 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 t e building? Yes No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the Yes 1/ 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 6 5-8601. Yes No 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of pplicable inspection. Yes �/ No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcell Number for the lot you are applying for this permit on prior to submittal of a building permi pplication? Your attention in this is appreciated. Yes No 36. Do you know that the local fire d,et may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes �✓ I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. 14.40 \10 Signature of Own? Dat Phonekcil (days); ((a) C\ -°V3°3 (evenings) \ S P -Q S‘• t� Project Name: Project Address: t3 til `r \ Sc v \ -v 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. BpminreqFeb2005 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. PLAN REVIEW CHECKLIST Applicant 74 f W K Ln Date / Building Engineered Foundation al -Driveway Permit rveyed Site Plan Septic Permit and Setbacks 'ade/Topography 30% Attach Residential Plan Review List mimum Application Questionnaire ✓Subdivision Plat Notes /f fkire Department Review v Valuation Determination/Fees Red Line Plans/Stamps/Sticker ✓Attach Conditions pplication Signed -Plan Reviewer To Sign Application L-1'1.No. 40# Snowload Letter- Manf. Hrns. Planning/Zo Property ine Setbacks 30ft St -am Setbacks Floo+ Plain Bui ding Height Z• ing Sign -off oad Impact Fees OA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes GENERAL NOTES: SID( ( ?ficsta 4 - 20 Clic ST>tsuir-1 rt; 14-0-1104 3Datcsg.4.40 HEPWORTH - PAWLAK GEOTECHNICAL January 26, 2006 Chris Hawkins c/o D.M. Neuman Construction P.O. Box 2317 Glenwood Springs, Colorado 81602 Subject: Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 email: hpgeo@hpgeotech.com Job No.106 0105 Subsoil Study for Foundation Design, Proposed Residence, Lot 11, Four Mile Ranch, Sunrise Court, Garfield County, Colorado. Dear Mr. Hawkins: 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 January 9, 2006. 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 with an attached garage located in the building envelope shown on Figure 1. Ground floor will be structural over a crawlspace for the residence and slab -on -grade in the garage. Cut depths are expected to range between about 3 to 4 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 1 foot of snow at the time of our field exploration. The ground surface is relatively flat with a gentle to moderate slope down to the west. There is about 2 to 4 feet of elevation difference across the building area. Vegetation consists of grass and weeds. Subsidence Potential: Four Mile Ranch is underlain by Pennsylvania Age Eagle Valley Evaporite bedrock. The evaporite contains gypsum deposits. Dissolution of the gypsum under certain conditions can cause sinkholes to develop and can produce areas of localized subsidence. Sinkholes were not observed in the immediate area of the subject lot. The pits were relatively shallow, four foundation design only. Based on our present knowledge of the site, it cannot be said for certain that sinkholes will not develop. In our Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 -2 - opinion, the risk of ground subsidence at Lot 11 is low and similar to other lots in the area but the owner should be aware of the potential for sinkhole development. 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 had been excavated prior to our arrival on-site. The logs of the pits are presented on Figure 2. The subsoils encountered, below about 1 foot of topsoil, consist of stiff, slightly sandy silty clay to the pit depths of 6 feet. There was scattered basalt gravel in the lower foot of Pit 2. Results of swell -consolidation testing performed on relatively undisturbed samples of clay soils, presented on Figures 3 and 4, generally indicate low to moderate compressibility under conditions of loading and wetting. The sample from Pit 2 at 2 feet showed a minor expansion potential when wetted under a constant light surcharge. An unconfined compressive strength of 4,000 psf was indicated for a clay sample from Pit 1 at 2 feet. No free water was observed in the pits at the time of excavation and the soils were generally 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 2,000 psf for support of the proposed residence. The clay soils in the area typically have an expansion potential when wetted. The settlement/heave of the subgrade should be further evaluated at the time of construction. 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. 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 walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 55 pcf for the on-site soil as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. The clay soils in the area typically have an expansion potential when wetted which could result in some slab movement and distress if the bearing soils become wetted. 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 sand and gravel, such as road base, should be placed Job No.106 0105 -3 - beneath slabs -on -grade for subgrade support. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 12% 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 or suitable imported granular fill devoid of vegetation, topsoil and oversized rock. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. Drying could increase the expansion potential of the clay soils. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 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. 5) Irrigation sprinkler heads and landscaping which requires regular heavy irrigation, such as sod, should be located at least 5 feet from foundation walls. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1 and to the depths shown on Figure 2, the proposed type of construction, and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this Job No.106 0105 -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 GEOT l�;k``AL, INC. .- ;gyp `�1 i 04° R�.�ls�' 1,'{ P,, I. i '7?�i/i Jordy Z. Adamson, Jr., P. ' -o' r r` , z7'ua °' Reviewed by: # 11 �`SS .g...°.. C\: Daniel E. Hardin, P.E. JZA/ksw attachments Figure 1 – Location of Exploratory Pits Figure 2 – Logs of Exploratory Pits Figures 3 and 4 -- Swell -Consolidation Test Results Table 1 – Summary of Laboratory Test Results Job No.106 0105 1� LOT9 1 1 • 1 1,- BUILDING ENVELOPE 1 1 1 PIT 2 ■ 1 1 1 1 1 1 1 l 1 t1 } LOT 12 1 1PIT 1 1 1 1 ■ 11 LOT 11 TRAIL EASEMENT APPROXIMATE SCALE 1"=80' LOT 10 SUNRISE COURT 106 0105 H HEPWORTH•PAVYLAK GEOTECHNICAL LOCATION OF EXPLORATORY PITS Figure 1 t a N O 0 5 10 LEGEND: PIT 1 PIT 2 WC=19.4 DD=107 UC=4,000 WC=11.1 DD=110 WC=18.1 DD=106 WC=11.5 DD=96 TOPSOIL; slightly sandy silty clay, organic, firm, moist, dark brown. 0 5 — 10 CLAY (CL); silty, slightly sandy, scattered basalt gravel in bottom foot of Pit 2, stiff to very stiff, moist, brown, calcareous. 2" Diameter hand driven liner sample. NOTES: 1. Exploratory pits were observed on January 19, 2006. The pits had been excavated with a John Deere 490 trackhoe prior to our arrival on-site. 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. 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 at the time of excavating. Fluctuation in water level may occur with time. 7, Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcf) UC W Unconfined Compressive Strength (psf) Depth - Feet I106 0105 HEPWORfl4 PAWLAK GE0TEc NICAL LOGS OF EXPLORATORY PITS Figure Compression % Compression - Expansion 0 1 2 3 4 1 0 1 2 Moisture Content = 11.1 percent Dry Density = 110 pcf Sample of: Slightly Sandy Silty Clay From: Pit 1 at 5X Feet No movement upon wetting Y. 0.1 1.0 10 APPLIED PRESSURE - ksf 100 Moisture Content = 18.1 percent Dry Density = 106 pcf Sample of: Slightly Sandy Silty Clay From: Pit 2 at 2 Feet L._ Expansion upon wetting 0.1 1.0 10 APPLIED PRESSURE - ksf 100 106 0105 FHEPWOR H-PAWLAKGEOTECHNICAL SWELL -CONSOLIDATION TEST RESULTS Figure 3 Compression % 0 1 2 3 4 Moisture Content = 11.5 percent Dry Density = 96 pcf Sample of: Slightly Sandy Silty Clay From: Pit 2 at 4 Feet No movement upon wetting 0.1 106 0105 1.0 HEPWORTH-PAWLAK GEOTECHNICAL 10 APPLIED PRESSURE - ksf SWELL -CONSOLIDATION TEST RESULTS 100 Figure 4 1 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Job No. 106 0105 SAMPLE LOCATION NATURAL NATURAL DRY DENSITY (pcf) _. GRADATION PERCENT ATTERBERG LIMITS UNCONFINED COMPRESSIVE STRENGTH (PSF) SOIL OR BEDROCK TYPE LIQUID LIMIT (%1 PLASTIC INDEX (%) GRAVEL (4)/o) SAND (gyp) PASSING NO. 200 SIEVE PIT DEPTH (ft) MOISTURE CONTENT (%) 1 2 19.4 107 4,000 Slightly Sandy Silty Clay 51 11.1 110 Slightly Sandy Silty Clay 2 2 18.1 106 Slightly Sandy Silty Clay 4 11.5 96 Slightly Sandy Silty Clay COUNTY OF GARFIELD - BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 7 7 Ste,.,,=e Permit No. I have this day inspected th y structure and these premises and found the following corrections needed: 2)90; 2 k. 16je?412 v)-?(J�i�jC • (/ You are hereby notified that the above correction must be inspected before covering. When corrections have been made, call for inspection at 970-384-5003. Date 20 Building Inspector Phone (970) 945-8212 COUNTY OF GARFIELD - BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 7 7 e (,e Permit No. I have this day inspected this structure and these premises and found the following corrections needed: SLI_ ./c -o -z-, en. A7-,-;.-4 cAz97-zee./..---;z /- 3) ht. You are hereby notified that the above correction must be inspected before covering. When corrections have been made, call for inspection at 970-384-5003. Date ,_?-,02-2 C6' 7 20 Building inspector `Itelear 772 Phone (970) 945-8212 COUNTY OF GARFIELD - BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 77 der - Permit No. 989S - I have this day inspected this structure and these pre mises and found the following corrections needed: Lt/� rtc� 3 ` h fie• t�J a c 3:1-) d `.,L "s7triiE sir m 4. 7 9 c,e - . .. You are hereby notified that the above correction must be inspected before covering. When corrections have been made, call for inspection at 970-384-5003. Date (7--./5---62 20 Building Inspector - 47-7,/21fee Phone (970) 945-8212 COUNTY OF GARFIELD - BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 2 ithd Permit No. `70 1 have this day inspected this structure and these premises and found the following corrections needed: You are hereby notified that the above correction must be inspected before covering. When corrections have been made, call for inspection at 970-384-5003. Date L 4k5 Building Inspector Phone (970) 945-8212 20 No C[595 Assessor's Parcel No a/5 39 /16,- (On f Date 14 a4). -06\ BUIL.DIN PERPAT CARD 4'4 Li / `� p Job Addr ss 5f i -\r l � � (,L 3 I C nSUAL0+ fit' Addresa?S U l d PL) Phone # ___ Ls Owner Contractor LJLjM- \P Se acks: FrontR ar c�r)cep�� Soils fest Footing 1—.274.* 4. Foundation 04474 Address RH LH Grout P✓4 Underground Plumbing /WA Rough Plumbing 9-/ tr-CSC Framing 9 -/S --a6' Insulation 9-.12-06 p Roofing Drywall /c2.-- pwok Gas Piping 9 -/S' --c) "Juk., tie r (ems. (\ea 4 si,v,_—y,„ PECTIONS NOTES Phone # Zoning Weatherproofing Mechanical Electrical Rough (State) 9 -IA -06' 21/e. ,glectrical Final (State) 3-/V-07 07- 3%2R-07/Checklist 7- 32R-a7/Checklist Completed" Certificate Occupanc # `Sj'-i?5 Date d-.3 '7 Septic System #._— Date Final EXTERIOR Address No. Drainage Decks -support & clearance to wood Decks -stairs & ralisiz//1..1/4 Exterior locks Flashing around doors7.// t/ Insect screens ✓/ INTERIOR GARAGE Fire wall separation Door (20 min,) w/auto closer -1H" min._ ✓ Service doors -1W' min. Mech. equip. 18" above floor No opening into sleeping area BASEMENT-CRI�W1, AREA Access -/ Insulation Headroom/Stairs ✓ / Ventilation VV/ Other ;a -Lco, FINAL CHECKLIST MECHANICAL ROOM Boiler Hot water F.A. gas/oil_ V Floor drain Clearance Air con. system �+ Hot water heater Combustion air Gas piping, valves LPG Drain FIREPLACE/STOVE Clearance to combustibles Termination of chimney Combustion air Hearth (12" or 20" on sides) Glass doors Certified by: REMARKS (continue on back) STAIRWAYS . Headroom (6'6") t✓ Railing & guardrails Width t./ ! Rise & run KITCHEN Clearance above grill f� Exhaust tan V/ Broiler exhaust (1 hr. chase) BEDROOMS Egress V Smoke detector BATHROOMS Exhaust fan Shatterproof glass 1// OTHER 0.11 "I" Tr - BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued t9/A.Zoned Area Permit No 9.2(9,5 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 andndIMMEDIAATELY BECOME NULL AND VOID. • Use 'WT� L� a Qr a rte dS Address or Legal Description Setbiacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing ,•-_,I - 7 7-jo A , Driveway Foundation C , ' 47 Underground Plumbing 4//y Insulation y_ ..p6• Rough Plumbing 9_N -D6 i Drywall !p_ -v 6.9, Chimney & Vent y,_/g. *,� _so=677. Gas Piping 9 W /g---06- ,7 l A Final3.3-0774, �J q..1 -'r Septic Finalk/4 Framing 9 - IR-ve IR-vIli¢ (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 APPROVED; Datet4 By er8 IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC