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HomeMy WebLinkAboutApplication- PermitVINSIEEMONIMI Project Address Garfield County Building 8 Planning Department 108 8th Street Suite 401 Glenwood Springs. CO 81601 - Phone: (970)945-8212 Fax (970)384-3470 Parcel No. Permit NO. BLRE-6-11-2102 Permit Type: Residential Building Work Classification: New Permit Status: Active Issue Date: 7/1512011 Expires: 01111/2012 Subdivision Section Township Range 177 SPRING VIEW DR GLENWOOD SPRINGS, CO 239510109009 SPRINGRIDGE RESERVE PUD, F Owner information Address Phone Cell Heidi & Terry Ruonavaara 1008 Park west DR CO AtiltiMINEOZIMEARLINIZZIMSEEMVa 928-4811 J Contractor(s) Phone Primary Contractor OWNER Yes Proposed Construction! Details Single family dwelling on unfinished basement and crawl space with an attached garage and covered patio. FEES DUE Fee Plan Check Fee Residential Building Fee Total: Amount $1,006.30 $1,548.15 $2,554.45 Valuation: Total Sq Feet: $ 198,204.24 1700 FEES PAID Inv Total Paytype Amt Paid Amt Due Inv # BLRE-7-11-21201 $ 2,554.45 Check # 6556 Check # 6561 5966.26 $1,588.19 $ 0.00 Required Inspections: For Inspections call : 1(888)868-5306 Inspection IVR See Permit Record Building Department Copy Friday, July 15, 2011 2 Gtt�-�Zc' Ott unz' 108 8A Street, Suite 401, Glenwood Springs, CO 81601 Ph:970-945-8212 Fx.•970-384-3440 Inspection Line:888-868-5306 w vw.gnrfield-county,corn BUILDING PERMIT APPLICATION F3 a Alcul r `G:30.1, 1:2(0 -7.rs•t1 CIL CP /6 q( (Q.a(p CP tet of STAFF USE ONLY Special Conditions: Parcel No: (this information is available al e assessors office 970-945-9134) a39.5 -/of 09009 Lot No: Block No: Subd./ Exemption: i�- j px.ase j, s rJn >rdtJe Qeerve- 2 Job Address: (if a» address has not bee assigned 1^ I 1 �jprIf'1c 1eVs,r please provide CR. HJVY^orStreet Name & t ty) or and 1rt1(e) (IfnIlu0tOA spY1\el legal descriptidn s 3 Owner: (property owner) J Teirry ci-leid� -uonavccarc4 Mailing Address: I©o% e r t4 DC� Ph:Prk'PEi q�ln 2�'$ [4� f �i ��n-3b SII 4 Contractor: TQVr y Quo vcca - MailingAddress: ci e 0w -o a d s p Co :/ bo i o` 1 t 3O cf.- q -- Alt Ph: ,--__ 5 Manufactured home installer: Mailing Address: Ph: Lic #: Const Type: 6 Architect: i a $\D Mailing Address: 5S 3 _ ;: r�4`i-5t--, Q a' MS LlQ Ph: 4r li-el a+ss —C141157 Alt Ph: B[. DF neer neer: jou}-+-A$SOG, Mailing Address: 46 tela( Ave, ,C, jOSr all Ph: 9x113 'AC-9ILIS' Alt Ph: 6/Y1-93(03 8 Sq. Ft. o Buil mg: .?a19 ~ Sq. Ft. or Acres of Lot:Height: to o S �t v-� Riv,► o, o Floors: P try' t (04.5ethuA 9 Use of Minding: `Residential ❑Commercial ❑Other Class of Work: New ❑Alteration ❑Addition ©Repair ❑Demo ❑Move 10 Describe Work: b w c tit sl v o 1e (a , i Ici �uS� a V! ^} 11 Garage: 1 (Attached ❑Detached Septic: ❑ISDS i�Community Type of Heat: ' (Nat. Gas ❑Propane ❑Electric ❑Other 12 r Driveway Permit: Owners valuation of Work: kg 1 NO[ICE Authority. This application for a Building Permit must be signed by the Owner of the property, described above, or an authorized agent, If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with this Application. Legal Access. A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. Other Permits. Multiple separate permits may be required: (I) State Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge Permit. Void Permit. A Building Permit becomes null and void if the work authorized is not connncnccd within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after commencement. CERTIFICATION I hereby certify that I have read this Application and that the information contained above is true and correct. i understand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on my behalf (submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting pcnnission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the Building Department. In consideration of the issuance of the Building Permit, I agree that I and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code, ISDS regulations and applicable land use regulations (Comity Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice frorn the County, if the location, construction or use of the structure(s) and facitity(ies), described above, are not in compliance with Comity Regulation(s) or any other applicable law. I hereby grant permission to the Building Department to enter the property, described above, to inspect the work. 1 further acknowledge that the issuance of the Building Permit does not prevent the Building Official from: (I) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use oldie structure(s) or facility(ies) if such is in violation of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with Ire and my authorized agents, including without limitation my architect designer, engineer and/ or builder. I HEREBY ACKNOWLEDGE THAT 1(HAVE READ AND UNDERSTAND If 1E NOTICE & CERTIFICATION ABOVE: 4:7 Ilk (( ( ON ERS NATURE DATE Alcul r `G:30.1, 1:2(0 -7.rs•t1 CIL CP /6 q( (Q.a(p CP tet of STAFF USE ONLY Special Conditions: Adjusted Valuation: ► R 8, zoy. y Plan Check Fee: 1 ao 6.3 b Permit Fee: 1,5' ii 8.1r Manu home Fee: Misc Fees:.— t -------___ - Total Fees: Fees Paid: Balance Due: BP No & issue Date: ISDS No & Issued Date: 45-5&l. y,S q(9(P.DA 1588- t9 sts,E_19,10 COMM Setbacks: OCC Group: Const Type: Zoning: F L� Z, , 5l a' IAC C- B[. DF 4LATE4" TE /74-1,,i DATF. VALUATION FEE DETERMINATION Applicant Heidi & Terry Ruonavaara Subdivision Address 177 Spring View Drive, GWS Lot/Block Date 7/12/2011 Contractor Finished (Livable Area): Main 1818 sq.it Upper sq.ft Lower sq.ft Other sq.ft X $74.68 Total Square Feet 1818 sq.ft Total Valuation Basement: Unfinished Conversion of Unfinished to Finished Other Total Valuation Garage/Storage (wood framed) Conversion of garage to finished living Carport Other Total Valuation Crawl Space Total Valuation Decks/ Patios/Porches Covered Open Other Total Valuation Type of Construction: Occupancy: Total Valuation Total Valuation 924 828 sq.ft X $41.00 sq,ft X $33.68 sq.ft X sq.ft X $18.00 sq.ft X $56.68 sq.ft X $12.00 sq.ft X 880 sq.ft X $9.00 72 sq.ft X $24.00 sq.ft X $12.00 sq.ft X Commercial sf X sf X sf X sf X sf X sf X Spring Ridge Reserve Lot # 9 Owner 135,768.24 37,884.00 14,904.00 7,920.00 1,728.00 0.00 198,204.24 FEE ESTIMATE FOR S/F STICK BUILT HOMES (ALL FEES ARE ESTIMATES UNTIL FINAL PLANS ARE REVIEWED} Applicant: Terry & Heidi Ruonavaara Job Address: 177 Spring View Dr, Glenwood Springs Subd- Lot/block: Springridge Reserve, Lot 9 Phase 1 FINISHED LIVING SPACE: 1700 sq.ft X 74.68= 126,956.00 UNFINISHED BASEMENT: 876 sq.ft X 41.00= 35,916.00 CRAWL SPACE: 880 sq.ft X 9.00= 7,920.00 GARAGE: 828 sq.ft X 18.00= 14,904.00 UNCOVERED PATIO/DECK: sq.ft X 12.00= 0.00 COVERED PATIO/DECK: 72 sq.ft X 24.00= 1,728.00 MISC: MISC: TOTAL VALUATION: 187,424.00 THIS SECTION WILL BE DETERMEND BY GARFIELD COUNTY BUILDING & PLANNING PLAN REVIEW FEE: PERMIT FEE: TOTAL: $966.26 $1,486.55 $2,452.81 SEPTIC= PERMIT: PERC: Building Flan Review Description of Work: Single family dwelling on unfinished basement and crawl space with Bin #: Location Address: 177 SPRING VIEW DR GLENWOOD SPRINGS, CO General Information Contacts Case Manager: David Bartholomew Plan Case Number: BLDG -7-11-6918 Parcel: 239510109009 Application Date: 06/30/2011 Owner: Heidi & Terry Ruonavaara Applicant: Heidi & Terry Ruonavaara Applicant Phone: 928-4811 Email: Building Engineered Foundation i// Driveway Permit Surveyed Site Plan Septic Permit and Setbacks Grade/Topography 30% Attach Residential Plan Review List Minimum Application Questionnare Subdivision Plat Notes N/A /11//d Fire Department Review Valuation Determination/Fees Red Line Plans/Stamps/Sticker Attach Conditions Application Signed Plan Reviewer To Sign Application Parcel/Schedule No. /-///// 40# Snowload Letter - Manu. Homes ` Soils Report Planning/Zoning ' Property Line Setbacks 30ft Stream Setbacks Flood Plain Building height Toning Sign -off Road Impact Fees NL if HOA/DRC Approval GradelTopography 40% Planning Issues Subdivision Plat General Comments: GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfield-county.com SINGLE FAMILY OR DUPLEX BUILDING PERMIT NOTE: In order to understand the scope of work intended and to expedite the issuance of a permit, it is important that complete information be provided. Please review this document to determine if you have adequate information to design your project and to facilitate a pian review. SINGLE FAMILY OR DUPLEX BUILDING PERMIT APPLICATION CHECKLIST This checklist is to be used with all single family dwelling construction. APPLICATION FORM: Please make sure the following information is provided on the application. •/• Parcel number obtained from the County Assessor's Office. V. Job address (assigned physical address) v Legal Description: lot, block, filing, subdivision or tract, section, township and range. 1/• Owners name, mailing address, phone, fax, or cell. //• Contactors name, mailing address, phone, fax, or cell. 0 Architect/Engineer's name, mailing address, phone, fax or cell. • Building size, height, number of steries,let-size. V• Use of building (residential) Class of Work (new, addition, alteration, repair, demo, move, other) \-1 Description of work. N./ Type of heating (natural gas, propane, electric, other). \/ Sewer system (Community or ISDS), also see other items below. \J Garage (attached or detached). Driveway permit (please see other items below) Valuation (labor and materials) see attached worksheet. OTHER ITEMS: If you anticipate obtaining a water -tap from the City of Rifle, please provide a letter indicating that the City will provide water service. (Required to submit building permit application). _•— ISDS requires a septic permit application to be submitted with the building permit application. • A separate electrical permit must be obtained from the State of Colorado Electrical Board. ..• Prior to submittal of a building permit, you are required to show proof of legal and adequate access to the site. This may include proof of right to use a private easement, County Road & Bridge permit, or Colorado Department of Highway permit, including, a Notice to Proceed. The County Road & Bridge Department can be reached at 970-625-8601. If you anticipate excavating or grading prior to issuance of a building permit, you will be required to obtain a separate grading permit. • - If you belong to a Homeowners Association (HOA), it is your responsibility to obtain written approval, if required. -�- Provide copies of any Resolutions and/or Land Use Permits associated with this property. • Additional Dwelling Units may require Administrative Review. --,• • Minimum dwelling dimension is 20 ft wide x 20 feet long. - A Colorado State Licensed Electrician and Plumber must perform installation and hook-ups, unless the homeowner is performing the work. BUILDING PLANS: Two (2) sets of plans must be submitted. Plans must be 18"x24" minimum size, complete, identical, legible, and to scale. All plans will be checked at the counter for completeness. If any of the required information is missing, the building permit application cannot be accepted. SITE PLAN: Please make sure the following information is provided on the site plan. • Property address/legal description. • North Arrow and Scale on each page. • Show all property lines, building envelopes, flood plain, and easements. • Provide setback distances from boundaries, buildings, septic, well, and waterways. • Location and direction of the county or private road and driveway accessing the property. • Proposed and existing structures include sheds, barns, decks, patios, and any other buildings. • Existing and proposed grade, positive drainage around structure (to be contained on site). • Streams, rivers, creeks, springs, ponds and ditches. • Existing and proposed wells, septic tanks, leach fields, and other systems. (if applicable) • Retaining walls (engineer stamped detail required for walls over four (4) ft, measured from bottom of footing to top of wall). NOTE: Any site plan depicting the placement of any portion of the structure within fifty (50) feet of a property line or not within an established building envelope shall be prepared, stamped, and signed by a licensed surveyor. For structures to be built within a building envelope, provide a copy of the recorded subdivision final plat with the proposed structure located in the building envelope. ARCHITECTURAL PLANS: Please provide the following information on the architectural plans. • Minimum four (4) elevations (N,S,E,W) indicate height of building measured from existing grade to the midpoint between the ridge and eave of a gable or shed roof or to the top of a flat roof. • Floor plans for each level including dimensions and scale noted. • Clearly label each room or space (bedroom, bath, kitchen, closet, etc). • Show the location of the mechanical equipment. • Building cross sections with construction details. • Window sizes, types, and operation noted on the floor plans or elevations. • Specify roof slope/pitch, roof covering, and siding materials. • Stair and guard details specifying rise, run, height and spacing. • Attic, roof, and crawlspace ventilation details. Indicate size and location of ventilation openings. • Minimum insulation shown for walls, floors, roofs/ceilings, slabs, basements and crawlspaces. • Provide stove and fireplace make, model, EPA or Colorado Phase 11 Certification. Masonry fireplaces shall be designed to the International Residential Code (IRC) requirements. STRUCTURAL PLANS: Please provide the following information on the structural plans. • Design specifications to include roof and deck snow Toad, wind and seismic design, frost depth. • Foundation plan showing complete footing and foundation dimensions. • Footing and foundation details specifying reinforcement and referenced on plans. • Framing plans for each floor level and roof. All beams, columns, joists, rafters, and trusses specified. Pre -manufactured structures require the engineers stamp, signature, and date. • Framing /connection details, braced wall lines, shear wall schedule, location and hold downs. NOTE: If any required information is missing, delays in issuing the permit are to be expected. If determined by the Building Official that additional information is necessary to review the application and/or plans for compliance, the application may be placed on hold until the required information is provided. Work may not proceed without the issuance of a permit. The building department will collect a Plan Review fee at time of application submittal. The permit fee, as Well as any Septic or Road Impact fees will be collected when the permit is issued. The permit application must be signed by the owner or by person having written authority from the owner to act as their representative. Building cannot be occupied until a Certificate of Occupancy (CO) is issued. Using the building without a CO will be considered an illegal occupancy and may be grounds for vacating the premises. (Final/CO inspection requirements will be attached to your approved field set of plans.) 1 hereby acknowledge I have read, understand, and will abide by the requirements of this checklist. Signature4f Owner Date Garfield County Building & Planning 108 8`h Street, Suite 401 Glenwood Springs, CO 81601 Phone: 970-945-8212 Fax: 970-384-3470 www.qarfield-county.com (r HEPWORTH - PAWL.AK GEOTECHNICAL June 29, 2011 Heidi Ruonavaara 338 Meadow Wood Road Glenwood Springs, Colorado 81601 (tlu-uonavaara0,nasn.com) ,:-/z co0/ Job No. 111 170A Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 9, Springridge Reserve, Spring View Drive, Garfield County, Colorado Dear Ms. Ruonavaara: As requested, Hepworth-Pawlak Geotechnical, Inc. visited the site on June 20, 2011 to observe current conditions and updated the previous subsoil study (Job No. 107 0398, dated July 16, 2007) for design of foundations for the proposed residence at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to Heidi Ruonavaara dated June 16, 2011. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Hepworth-Pawlak Geotechnical, Inc. previously conducted a preliminary geotechnical study for the Springridge Reserve Subdivision and presented our findings in a report dated June 22, 2004, Job No. 101 126. Proposed Construction: The proposed residence will be a single story wood frame structure over partial basement and crawlspace levels located as shown on Figure 1. The basement and garage floors will be slab -on -grade. Cut depths are expected to range between about 3 to 8 feet. Foundation loadings are assumed to be relatively light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The site was vacant at the time of our field exploration. There is a cut along Spring View Drive to the north of the lot. There is an abandoned irrigation ditch along the southwest property line. The ground surface in the building area is gently to moderately sloping down to the north-northeast with moderately steep slopes along Heidi Ruonavaara June 29, 2011 Page 2 Spring View Drive and Dry Park Road down to the northeast. Vegetation consists of grass and weeds with scattered sage along Dry Park Road. The site is bounded by Spring Creek Drive to the north, Dry Park Road to the south and single family residences to the east and west. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating three 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 and 3 to 5 feet of stiff, sandy silty clay consist of medium dense, silty clayey sand and gravel with scattered cobbles and boulders to the excavated depths of 81/2 to 10 feet. Results of swell -consolidation testing performed on relatively undisturbed samples of the clay and clayey sand soils, presented on Figures 3 through 5, indicate low compressibility under existing low moisture conditions and light loading and a minor to low collapse potential (settlement under constant load) when wetted. The samples showed moderate to high compressibility upon increased loading after wetting. Results of a gradation analysis performed on a sample of clayey gravel (minus 5 inch fraction) obtained from the site are presented on Figure 6. The laboratory testing is summarized on Table 1. No free water was observed in the pits and the soils were slightly 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 1,500 psf for support of the proposed residence. The clay and clayey matrix soils are compressible when wetted under load and settlement potential is expected to range between 1 to 2 inches. Extending the bearing level down to the granular soils (encountered at depths of 4 to 6 feet in the pits) would help to reduce the settlement risk. There could be additional differential settlement between footings bearing on the clay soils and footings bearing on the clayey sand and gravel soils. The subgrade should be further evaluated for settlement potential at the time of construction. Footings should be a minimum width of 18 inches for continuous walls and 2 feet for columns. Topsoil and loose disturbed soils encountered at the foundation bearing level within the excavation should be removed to expose firm natural soils. The footing bearing level should then be moistened to near optimum and compacted prior to forming footings and placing 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 14 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. A sliding coefficient of 0.40 and passive earth pressure of 350 pcf, equivalent fluid unit weight, can be used to resist lateral loading on the foundation. Job No. 111 170A Heidi Ruonavaara June 29, 2011 Page 3 Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. The clay and clayey matrix soils are compressible when wetted which could result in some slab settlement and distress if the bearing soils become wet. To reduce the effects of some differential movement, non-structural floor slabs should be separated from all bearing walls and cob'nws 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 slab 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 onsite soils or a suitable imported granular soil devoid of vegetation, topsoil and oversized rock. Underdram System: Although free water was not encountered during our exploration, it has been our experience in the area that local perched groundwater can develop during times of heavy precipitation or seasonal runoff Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The slab -on -grade garage and crawlspace areas should not have a perimeter foundation drain due to their shallow bearing depth. 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 least 1 foot below lowest adjacent finish (basement floor) grade and sloped at a minimum 1% to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 11/2 feet deep. An impervious membrane, such as a 30 mil PVC liner, should be placed beneath the drain gravel in a trough shape and attach to the formdation wall with mastic to prevent wetting of the bearing soils below exterior footings. Surface Drainage: Developing and maintaining proper drainage around the building will be very important to preventing wetting of the bearing soils and distress to the Job No. 111 170A Heidi Ruonavaara June 29, 2011 Page 4 building. 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 at least 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. 5) Irrigation sprinkler heads and landscaping which requires regular heavy irrigation, such as sod, should be located at least 10 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 are& Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to Job No. 111 170A Ge tech Heidi Ruonavaara .lune 29, 2011 Page 5 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 GEOTECHNICAL, INC. Robert E. Stempihar, E.I. Reviewed by: Steven L. Pawlak, P RES/ksw attachments Figure 1- Loca i'`: '' xploratory Pits Figure 2 — Logs of Exploratory Pits Figures 3 through 5 — Swell -Consolidation Test Results Figure 6 — Gradation Test Results Table 1 — Summary of Laboratory Test Results Job No. 111 170A GcPtech I 1 1 y --' f . / �` DRIVE ! 1 `,� ` I 1 y \ `~ N. N. 6 -g -,i PROPOSED "] ..�"' / M1, _ { DRIVEWAY r i'~ PiT 3 . 7 1 \\ :.- ` _\•- APPDXIMATE SCALE 1 INCH = 40 FEET 1 1 \ \ On - 1 665\ ate, -\\ q,A+Qp i \ \ `i ` `1 \ \ .44 i -111 170A H HEPWOPT'H-PAWLAK GEOTECHNICAL LOCATION OF EXPLORATORY PITS FIGURE 1 - J PIT ELEV.= 6467' WC=13.2 DD=92 -200=70 _J PIT 2 ELEV.= 6474' WC -10.3 DD=89 _a WC=10.3 DD=96 -200=52 PIT 3 ELEV.= 6475' 0 5 10 TOPSOIL; sandy silty clay, organics, roots, firm, slightly moist, dark brown. CLAY (CL); silty, slightly sandy to sandy, medium stiff to stiff, slightly moist, brown. SAND ANO GRAVEL (SC -GC); clayey, silty, scattered cobbles and boulders, medium dense, slightly moist, brown, slighlty calcareous and porous. 2" Diameter hand driven liner sample. Disturbed bulk sample. NOTES: 1. Exploratory pits were excavated on June 22, 2007 with a Caterpillar 420D backhoe. 2. Locations of exploratory pits were measured approximately by taping from features shown on the site plan provided. 3. Elevations of exploratory pits were obtained. by interpolation between contours shown on the site plan provided. Logs are drawn to depth. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcf) +4 = Percent retained on the No. 4 sieve -200 = Percent passing No. 200 sieve v m u_ o. 0 111 170A LOGS OF EXPLORATORY PITS j Figure 2 Compression % -.w 00 V 0) CTI .P W N 1 O Moisture Content = 13.2 percent Dry Density = 92 pcf Sample of: Sandy Silty Clay with Gravel Matrix From: Pit 1 at 5 Feet Compression upon wetting e ' r • � 1 - 0.1 1.0 10 300 APPLIED PRESSURE - ksf 111 170A HevwoRTH-PwwuK GEOTECHNICAL SWELL-CONSOLIDATION TEST RESULTS Figure 3 ,�, Compression % Compression - % 2 3 4 5 6 7 Moisture Content = 10.3 Dry Density = 89 Sample of: Clayey Sand \\NN From: Pit 2 at 4 Feet r V'''''''s\,,,,, -1 percent pcf Compression upon wetting 4 8 0.1 0 1 2 3 4 5 6 7 1.0 10 APPLIED PRESSURE - ksf 100 Moisture Content = 10.3 percent Dry Density = 96 pcf Sample of: Very Sandy Clay Matrix From: Pit 2 at 8 Feet • Compression upon wetting • 8 0.1 1.0 10 APPLIED PRESSURE - ksf 100 111 170A HEPWORTH-PAWLAK GKOT(mCHN[OAL SWELL -CONSOLIDATION TEST RESULTS Figure Compression % 8 cr, w v rn cn ca ry -s. Q 1 100 Moisture Content = 10.4 percent Dry Density = 88 poi Sample of: Sandy Silty Clay From; Pit 3 at 4 Feet I I I T i I ----ti 1-1-______L„ Compression upon wetting 0 • • 0.1 1.0 10 APPLIED PRESSURE - ksf 111 170A HPPwoRT-PAWLAK GEOTECHNICAL SWELL -CONSOLIDATION TEST RESULTS 1 Figure 5 a: t I-{YDRQMh [Hi ANALYSIS SIEVE ANALYSIS CLEAR SQUARE OPENINGS #4 318' 3/4° 1 1/2' 3' 5' 6° S' 1Q0 24FIB7 HH TIME READINGS 1 U.S. STANDARD SERIES 0 45 I .15 MIN. 60MIN19MIN.4 MIN. 1 MIN. #200 *100 #50 *30 #16 #6 10 30 40 50 60 70 60 90 i { 1 { 1 r 70 60 50 30 20 10 1 I 1 100 .001 .002 .005 .009 .019 .037 .074 .150 .300 .600 1.18 2.36 4.76 9.5 19.0 37.5 76.2 152 203 127 DIAMEIkti OF PARTICLES IN M1WMETEFS CEAYTO .T GRAVEL 57 % LIQUID LIMIT % 12,5 SAND FNE 1 MEOW 1COAPS5 SAND 19 % FINE CW.FGE SILT AND CLAY 24 % PLASTICITY INDEX % SAMPLE OF: Clayey Sandy Gravel with Cobbles FROM: Pit 3 at 6 Y2 to 7 Y2 Feet 111 170A HEPwoRTH-PAwt.AK GEo -ECEIIIcae_ GRADATION TEST RESULTS 0 ,C N 'ASS Nei Figure 6 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Job No.111 170A SAMPLE LOCATION NATURAL MOISTURE CONTENT °10 NATURAL DRY DENSITYNO, c GRADATION PERCENT PASSING 200 SIEVE ATTERBERG LIMITS UNCONFINED COMPRESSIVE STRENGTH PS SOIL OR BEDROCK TYPE PIT DEPTH ft GRAVEL (%) SAND % LIQUID LIMIT °f° PLASTIC INDEX _Y 1 5 13.2 92 70 Sandy Silty Clay with Gravel Matrix 2 4 10.3 89 Clayey Sand 8 10.3 96 52 Very Sandy Clay Matrix 3 4 10.4 88 Sandy Silty Clay 61 to 71/2 57 19 24 Clayey Sandy Gravel with Cobbles L Account Page 1 of 1 Account: R042624 Location Owner_ Information Assessment History Parcel Number 2395-101-09-009 Situs Address 000177 SPRING VIEW DR City Glenwood Springs ZipCode 81601 Tax Area 008 - 1G -DF - 008 Legal Summary Section: 10 Township: 7 Range: 89 Subdivision: SPRINGRIDGE RESERVE PUD, PHASE I Lot: 09 Transfers Owner Name RUONAVAARA, TERRY M & HEIDI M Owner Address 1008 PARK WEST DRIVE GLENWOOD SPRINGS, CO 81601 Sale Price Sale Date $7.6,000 05/16/2011 $0 _0412312010 $0 0410.112010 $141;843 03.10312010 Tax History Images Tax Year Taxes • GIS *2011 $2;508.96 2010 $3,178.00 * Estimated Actual (2011) $150,000 Primary Taxable 543,500 Tax Area: 008 Mill Levy: 57.6770 Type Actual Assessed Acres SQFT Units Land $150,000 $43,500 1.005 0.000 0.000 Doc Type 388 317 045 315 Book Page https://act.garfield-county. com/assessor/taxweb/account. j sp?accountNum—R042624 7/1/2011 Permit Card 11 Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs. CO 81601 Phone: (970)945-8212 Fax. (970)384-3470 POST ON SITE Permit NO. B L RE 6- ! 1 6121 02 Permit Type: Residential Building Work Classification: New • Issue Date: 7/15/2011 Expires: 01 /1-i /2012 AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured 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 department and IMMEDIATELY BECOME NULL AND VOID. Residential Building Parcel #:239510109009 Owner's Name: Heidi & Terry Ruonavaara Job Address: 177 SPRING VIEW DR GLENWOOD SPRINGS, CO Owner's Phone: 928-4811 Total Square Feet: 1700 Contractor{sl OWNER Phone Primary Contractor Yes Work Description: Sinole family dwelling on unfinished basement and crawl space with an attached garage and covered patio. Inspection Scheduling Code Inspection = IVR` ', - . Comments�. Pass c>�/ 2 � _ . Dateat ` O// !�C v 7// Footers '1.'-' 1b5 4(9.1‹7 - ©,1 Foun3ation Walls Framing x r ;,�;915��t. Drywall �� i - 3—i0—/Z - 7 7-4 -2-7/-/z Final ': 125 Misc /AJ o"/( /ALSO L dr f35150A t -"z4 / Z7A2 Insulation Grout 175 Mechanical '=`4o5 f4'1 7 s7( -!i /// e'-.45--:"-- /a //30' /V UG Plumbing YAW*' l /,- ' Rough Plumbing 61O ( i .. 'A< !moi Z —S Gas 6?0 _ J o_Le__ kr 0- 43- -ECC {�i�Itnt p: s%zfr� ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call: 1-888-868-5306 Rco/`27ec% e-1-0"./0/ 47`i //le, /4/ , ', 1z,e - f 5'-0" 2'-6" ' 6x6 -W1.4 4PACTED .1TROL v� • 1 ALBRIGHT & ASSOCIATES 71X/93' _ _Q 4 PARTIAL FOUNDATION PLAN @ 1/4" = 1'-0 970-927.4363 office • 970 927.3039 fax 402 Park Ave., Unit E ■ Basalt, CO 81621 ISSUED: 01/17/12 DRAWN BY: MUP CLARIFICATION RUONAVAARA RESIDENCE GARFIELD COUNTY, COLORADO O O a REF. S1.1 JOB #11025 SHEET: C2.1 OF: 'PICAL @ 2 TW 99' - O 1/4 TF90'-4 st TW 93' - 9 TF90'-4 7 74.0 4 ao A II I II I I I I I I•I 11� j I I I I I I I I I I 4" CONCRETE SLAB W/ 6x6 -W1.4 xW 1.4 WWF OVER COMPACTED GRANULAR BASE (CONTROL JOINTS @ 15'-0" O.C. MAX.) ALBRIGHT & ASSOCIATES 970.927.4363 office ■ 970.927.3039 fax 402 Park Ave., Unit E E. Basalt, CO 81621 4T. SLAB 91'-0 3'-0 SQ. x10" PAD FOOTING W/ 4-#5 EA. WAY, TYPICAL @ 2 PARTIAL MAIN FLOOR FRAMING PLAN �NORT� @ 1/4 1-0 ISSUED: 02/10/12 DRAWN: MUP TW96'-6 TF 90' - 4 TW93'-9 TF90'-4 CLARIFICATION RUONAVAARA RESIDENCE GARFIELD COUNTY, COLORADO 4 REF. S1.1 JOB 4 SHEET: C3.1 OF: 5 0 l2 - 9 1/2" VL LI 2.9 1/2" VL [HIGH] 2 - 9 1/2" VL [LOW] 2 - 9 1/2' VL [HIGH] 2 - 9 1/2" VL [HIGH] 2.9 1/2" VL [LOW] 2.9 1/2" VL [LOW] 0 ■ 3-2x8 OR 2-7 1/4" VL I TYPICAL U.N.O. 13 3.4 ENSURE LOW BEAM BEARS 3" MIN. @ COL. ALBRIGHT &ASSOCIATES 970.927.4363 office 970.927.3039 fax 402 Park Ave., Unit E ■ Basalt, CO 81621 ISSUED: 02/10/12 DRAWN: MUP PARTIAL MAIN FLOOR FRAMING PLAN @ 1/4" - 1'-0 CLARIFICATION RUONAVAARA RESIDENCE GARFIELD COUNTY, COLORADO REF. S1.1 JOB # SHEET: OF: C3.2 5 ISHEAR WALL [6'-0"] SHEAR WALL [4'-0"I PRE-ENGINEERED GIRDER TRUSS ALBRIGHT & ASSOCIATES 970.927.4363 office • 970.927.3039 fax 402 Park Ave., Unit E • Basalt, CO 81621 NORTH ISSUED: 02/10/12 DRAWN: MUP BY OTHERS PRE-ENGINEERED TRUSS �� BY OTHERS PARTIAL MAIN FLOOR FRAMING PLAN @ 1/4" = 1'40 CLARIFICATION RUONAVAARA RESIDENCE GARFIELD COUNTY, COLORADO REF. S2.3 JOB # SHEET: C3.3 OF: 5 µ� : ALBRIGHT & ASSOCIATES 970.927.4363 office • 970.927.3039 fax 402 Park Ave., Unit E E. Basalt, CO 81621 IN-PLACE 2x WALL PER PLAN IN-PLACE FLOOR FRAMING, PER PLAN FASTEN STACKED 1141 BEAMS TOGETHER - W/ 2-LTP4 OR 2•LTP5 CLIPS @ 32" O.C. (1 EA. SIDE) IN-PLACE CONC. WALL PER PLAN STRIP FORM @ BEAM SUPPORT ISSUED: 02/10/12 DRAWN: MUP IN-PLACE HIGH BEAM PER PLAN LOW VL BEAM PER PLAN PLACE TIGHT TO BOT. OF HIGH BEAM FASTEN BEAM TO P.T. PLATES W/ MSTA18 STRAP EA. SIDE (2 TOTAL) 6 - 1/2" EXP. BOLTS (EMBED 4" INTO CONC. WALL) 2-2x4 P.T. PLATES LOW BEAM SUPPORT @ CONC. @ 3/4"=1'-0" 110XX CLARIFICATION RUONAVAARA RESIDENCE GARFIELD COUNTY, COLORADO REF. S3.1 JOB # 11025 SHEET: C3.4 OF: 5 ALBRIGHT & ASSOCIATES 970.927.4363 office • 970.927.3039 fax 402 Park Ave., Unit E ■ Basalt, CO 81621 IN-PLACE FLOOR FRAMING, PER PLAN IN-PLACE HIGH BEAMS, PER PLAN FASTEN STACKED BEAMS TOGETHER W/ 2-LTP4 OR 2•LTP5 CLIPS @ 32" O.C. (1 EA. SIDE) ISSUED: 02/10/12 DRAWN: MUP LOW VL BEAMS PER PLAN FASTEN BEAMS TO COLUMN W/ 2 - MSTA18 STRAPS EA. SIDE (4 TOTAL) WOOD COLUMN SEE PLAN STACKED BEAMS @ COLUMN @ 3/4"-1'-0" 110XX CLARIFICATION RUONAVAARA RESIDENCE GARFIELD COUNTY, COLORADO REF. S3.1 JOB # 11025 SHEET: C3.5 OF: 5