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HomeMy WebLinkAboutApplication-PermitI GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'" Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212/ Fax: 970-384-3470 I Inspection Line: 970-384-5003 www.garfield~county.com Authority. This application for a Building Petmit must be signed by of the property, described above, or an authorized agent. If the signature below is not that oft he Owner, a separate letter of authority, signed by the Owt\er, must be provided with this Application. Ugal Access. A Building Permit cannot be issued without prr>of of legal and adequate access to the property for purposes of inspections by the Building Department. Other Permits. Multiple separate pennits may be required:(!) State Electrical Pennit, (2) County ISDS Pennit, (3) another penni! required for use on the property ideritified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge Pennit. Void Permit. A Building Pennit becomes null and void if the work authorized is not commenced 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 infonnation contained above is true and correct. ! 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 ce11ification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting pennission 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 Pemlit, 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, JSDS regulations and applicable land use regulations (County Regulation(s)). I acknowledge that the Building Pennit may be suspended or revoked, upon notice from the County, if the location, constn1ction or use of the stmcture(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law. ! hereby grant pennission to the Building Department to enter the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Penni! 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 of the structure(s) or faci!ity(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 Depm1ment do not constitute an acceptance of responsibility or liabillty 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 me and my authorized agents, including without limitation my architect designer, engineer and/ or builder. I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE NOTJCE & CERTIFICATION ABOVE: STAFF USE ONLY Special Con?: 2 5"ali X. ~:2 1 ·'11 l3UILO!~IF'~fZJI(IT /lfJ R?fZ Af-,1, />(::£;~ TO A -5[~ f'AMI~ PW!i/.-L.(J<./6 oNt.:Y. RiJfW!m f-5 FOf.<. f~trATt; ~ 6f'IL7'> bJf2 CCJf1i.ttJ/'<.aAI-ur:,e /'5 f'Sfl.H(t(l:£0 Adjusted Valuation: Plan Check Fee: Permit Fee: Manu home Fee: Mise Fees: 74~7:5.a? 5"'32 .(4 Bt~.75 ISDS Fee: Total Fees: Fees Paid: Balance Due: BP No ~~~tjtij ISDS No & Issued Date: I '?J 5o /t"{ 321o.53 1624-41 (o-'1-ID15 ' Setbaclis: OCC Group: L,t ConstTyp~ Zoning:~ qqrav---t>e~ ~·· v_B BLDG DEPT: PLNG DEP'F: " ~ ~~~~\ ~hflldt \*"~~~~ «>1~/Qf APP OVA ,.-~ DATE APPROVAL •-DATE Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601- Phone: (970)945-8212 Fax: (970)384-3470 Project Address Parcel No., Tract No. Block No. Lot No. Section Township 002326 ODIN DR. 212726108026 026 26 5 SILT, CO Owner Information Address Phone Cell Jerimy Alexander 2326 Odin DR Silt CO 81652 Contractor{s) Phone Primary Contractor Required Inspections: Fo>lo.pooUoooo•ll' 1 (970}384-5003 Inspection IVR Proposed Construction I Details Valuation: $ 74,975.00 Total Sq Feet: 2500 See Permit Record '. Fees Due Amount Total I AmtPaid I AmtDue Plan Check Fee $532.19 Residential Building Fee $818.75 $ 1,883.13 $ 1,350.94 1 $ 532.19 I Total: $1,350.94 Building Department Copy Wednesday, June 24, 2009 2 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 and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, 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, hot and cold. running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all!BC and IRC requirements including guardrails . . 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 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 (C.O.)WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A 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 C.O. for the building identified in the Building Permit. ~ ~··:;? ~SIG\;ATUR~ . Bapplicationdecember2007 67-"1-c-7 DATE 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. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE SUBMITTED FOR ALL APPLICATIONS. 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. 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 in compliance with the 2003 IRC, and 2006 IECC. I. 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 the envelppe. Yes h.orJ c.l ra-w 1\. 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 do apply. A.. Yes (J!f 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 )Lstreams or water courses? Yes A/ A Jt 4. Does the site plan indicate the location and direction of the County or private road accessing the ~~~erty? !Jf# 2 5. Have you provided any RESOLUTIONS and/ or LAND USE PERMIT(S) associated with this property? Yes if Yes please provide a COPY. No Qf' 6. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; A County Road and Bridge permit; a Colorado Dept. of Highway Permit, including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Road & Bridge Department at 625-8601. See phone book for other age{j'j/ Yes ff 7. 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 (}r 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? A /' IL Yes No ;V ./\1 9. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes _____ _ No ____ _ 10. 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? ;;'f(J Yes. __ ,l[i:.._ __ _ II. Does the plan include a building section drawing indicating foundation, wall, floor, and roof ~e:structi(!,d- 12. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joi~gtrusses? Y es. ____ --~,L'l.Q._I-J.L_ 13. Does the building section drawing or other detail include the method of positive connection of all . columns and.? Yes. ___ ~~d------ 14. 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 ro~Building height measurement usually not to exceed 25 feet) Yes __ -li(JI!_"--- 3 15. 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 jfl/,lr 16. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes. __________ No~---------- 17. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements c?.mply with the requirements of the IRC? Yes )./ / ft 18. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable roomsJ Yes )v /}r 19. 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? /1) / IJ_ Yes No ___________ ~, //~ 20. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on ~=tan? JU /)t- 2!. Do you understand that if you are building on a parcel of land created by the exemption process or the ~:sdivisiorrs, are building plans in compliance with all plat notes and/or covenants? 22. Do you understand that if you belong to a Homeowners Association (HOA), 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 be accepted without it, but you run the tisk of the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either ~~~catiorrbstantial modification of the plans. 23. Will ilil' bo tl.o "!JIY ~<ru•IDre "" <ho ~"""" . ~ A~ Yes 1 L No p f--Ifno-Explam: _::__~ tJ o.rc-'7 e. '-·-------- 24. Have two (2) )jj?lyPlete sets of construction drawings been submitted with the application? Yes_---4/J{_tL--__ 4 25. Do ~e~ underat the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? 26. Have you designed or had this plan designed while considering building and other construction code requirements? Yes &rr: 27. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes~ 28. Does the plan accurately indicate what you intend to construct and what will receive a final inspection b~:~e Gawunty Building Department? 29. Do you understand that approval for design and/or construction changes are required prior to the ~!licat{)?ese changes? 30. 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 !net" or "Septic System" fees required, at the time you pick up your building permit? Yes Y 31. 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 to384-5~ Yes ~ No __________ __ 32. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-i~n fee? Yes. ____ .,(/_':_,___ ____ _ 33. Are you aware that you are required to call for all inspections required under the IRC including approval on a fi~inspection prior to receiving a Certificate of Occupancy and occupancy of the building?drtf Y es._--~,,f.bLY------ 5 34. Are you aware that the Permit Application must be signed by the Owner or a written authority being ~~:n for ~t and that the party responsible for the project must comply with the IRC? 35. 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 applicable,WPpron. Yes ____ ~~~------------ ~. re you aware, that on the front of the Building Permit Application you will n~ed to fill in the ~ Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building petttapplication? Your attention in this is appreciated. Yes ~ . 37. Do you know that the local fire district may require you to submit plans for their review of fire safety ty'sseuses? ~~ -----\IJ-':J-;f--f----(please check with the building department about this requirement) 38. Do you understand that if you are planning on doing any excavating or grading to the property prior to issua~~ a building permit that you will be required to obtain a grading permit? Yes _ _,lP'-' t'C:___ 39 . Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuance of a Certificat/J~Occupancy? Yes ;V A}- 40. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter. . /;:J- Yes )! I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Date Phone: ?7o ·9Y>· llt't 7 (days); I'··~~ __ 9_7_0_·_J_7_'l_-_o-_;_'7:_/ ___ (evenings) t ' n,e_ 6 Project Name:_--'{;=-· """"'----.4.>/--e_""------------------------ Project Address:-'J-L-:::.]._;:_'J_,b'----'O"--""cJ-",'-="-'---"'/JLr...::.J_v~ __ S:..::..t-"-' /,"'-1---"'C'-o---=f?'--L(-=t-"'s-:_,;2-==--- Notes: If any required information is missing delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpminreqsfMar2009 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, IMC, IPC, 2006 IECC. Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof! Not ground): 40PSF up to 7000ft. elevation. Seismic design category: B 50PSF 700 I ft to 8000ft. 75PSF 800 I ft to 9000ft. I OOPSF 900 I to I OOOOft. Weathering probability for concrete: Severe. Termite infestation probability: None to slight. Wind speed: 90mph. Decay probability: None Wind Exposure: B.or C (see section R301.2.!.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 800 I and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16over 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: Windows/doors U=.35, Skylights U=.6, TBL 402.1.1, 2006 IECC. Minimum R-Values: • Ceilings/roofs R values are R-38 stick built structures. R38 log construction and steel rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing or R-1 0 sheathing for steel studs. • Floors R-values are R-30 or enough to fill cavity. • Basement wall R-values are R-1 0 below grade, R-19 above grade. • Slab perimeter R-values and depth is R-1 0/24in • Crawl space wall R-value are R-IO below grade and R-19 above grade. If floors over crawl space 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. bpminreqsfMar2009 8 0 -, • BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued ( 0 • 2!.\ • 09 !NSPIECTiON Wn.L NOT BIE MADIE UNLESS • nilS CARD IS POSTED ON THE JOB 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. Use b~E AddressorLegaiDescription 232(p 00\N ~. Sl LT OwnerMBXi\NDE1Qa\)a2.\f\J\'/ Contractor 9Wl\l£l2. Building Permit Type g~\1:)E)JT] PL This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD ~o~ting --.·_/<.'... . ~~~~~~ / :. -, ·'' Driveway " ..v::-v'/J'? Foundation I Grouting Insulation ;/,4 Underground Plumbing Drywall v/,& Rough Plumbing E!ectrk Final (by State inspector~~l<.-OII't) ~K. \0 :·~ :)I"!~V\Cf ONLy /'10 w I ~-J (Prior to Final) ~\11t L 0\ M~ ~)7/of /) : ~j Rough Mechanical Septic Final (/ c~/ /iP Gas Piping FINAL 11-13 0'9-j:?.:J:!?~,"":::r- Electric Rough (by State Inspector) (You Must Call For Final Inspection) (Prior to Framing) Notes Framing j/-j~--'-'7 ~-/ _p"7%t_~~ Lbt--?;; ~f.b#::""C_;,b;:r,'d (to indude Roof in place Wi ows 8t oors installed & Fi estopping in place) THIS PERMIT IS NOT TRANSFERABLE for il'ispection Call970-384-5003 Offic~ 970-945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY HIS CARD (DO NOT LAMINATE) // ~ West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone:970-434-6988 Cell: 970-260-2844 Date: 11-6-09 Inspection Report Project: Metal Garage Building Address: 2326 Odin Dr. Silt, CO Building Permit No.: 1075 Inspection of shop fabrication or field work at job site: Field Report#1 Page 1 of 1 Report: Visually inspected the high strength bolting at the main frame & end wall frame column & rafter connections. Also randomly torque tested some of the high strength bolts at the main frame column & rafter connections for proper tightness using' testing torque determined from Skidmore Wilhelm testing. The high strength bolting inspected as outlined above appeared to be in significant conformance with the plans for bolt size & grade, and the A325 high strength bolts appeared to be sufficiently tightened. To the best of my knowledge this completes the special inspection of the high strength bolting as outlined above. Inspectorffechnician: Douglas E Young WEST SLOPE TESTING & INSPECTION LLC 3177 Glendam Dr Grand Jnnction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 11-10-09 Garfield County Building Inspection Dept. 108 8th St., Suite 401 Glenwood Springs, CO 81601 Page 1 of 1 Please find enclosed special inspection report for Metal Garage building 2326 Odin Dr. Silt, CO. Thank You; Doug Young " 201]0 NOV l 2 .. J West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Date: 11-6-09 Inspection Report Project: Metal Garage Building Address: 2326 Odin Dr. Silt, CO Building Permit No.: 1075 Inspection of shop fabrication or field work at job site: Field Report#1 Page 1 of 1 Report: Visually inspected the high strength bolting at the main frame & end wall frame column & rafter connections. Also randomly torque tested some of the high strength bolts at the main frame column & rafter connections for proper tightness using-testing torque determined from Skidmore Wilhelm testing. The high strength bolting inspected as outlined above appeared to be in significant conformance with the plans for bolt size & grade, and the A325 high strength bolts appeared to be sufficiently tightened. To the best of my knowledge this completes the special inspection of the high strength bolting as outlined above. Inspectorffechnician: Douglas E Young NOV 1 2 2009 GARFIE:u) COUNTY BUILDING & PLANNING HEPWORTH-PAWLAK GEOTECHNICAL August 3, 2009 Revised August, 4, 2009 Jerimy Alexander 2326 Odin Drive Silt, Colorado 81652 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 1.54 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 email: hpgeo@hpgeotech.com Job No. 109 255A Subject: Observation of Excavation, Proposed Shop/Garage Building, 2326 Odin Drive, Garfield County, Co lorado Dear Mr. Alexander: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on July 30, 2009 to evaluate the soils exposed for foundation support. The fmdings of our observations and recommendations for the foundation design are presented in this report. The services were performed in accordance with our agreement for professional engineering services to you, dated July 30, 2009. The proposed shop/ garage building will be a single story, pre-engineered steel frame structure located north (uphill) of the existing residence at the address. Spread footings sized for an assumed maximum allowable soil bearing pressure of 1,500 psfwill support the proposed structure as shown on the foundation plans prepared by Bullseye Engineering, Inc. and provided to us by Dave Hillbrand with Kuersten Construction, LLC. Ground floor will be slab-on-grade. At the time of our visit to the site, the foundation excavation had been cut in multiple levels from 1 \1, to 5\1, feet below the adjacent ground surface. The interior slab area was unexcavated, but cleared of vegetation, and about 6 inches of topsoil was observed. A layer of screened rock, approximately 6 inches thick, was observed throughout most of the bottom of the excavation with exception of the pad footing areas. The soils exposed in the sides of the excavation and below the screened rock consisted of stratified, sand and silt with gravel silty and sandy gravel with cobbles. We understand that the bottom of the excavation was compacted prior to placing the screened rock. Results of swell- consolidation testing performed on a sample of the sand and silt, taken from the northeast comer of the excavation and shown on Figure 1, indicate low compressibility under existing low moisture conditions and light loading, and a low collapse potential (settlement under constant load) after wetting. The test results showed high compressibility with increased loading after wetting. No free water was encountered in the excavation and the soils typically slightly moist. Considering the conditions exposed in the excavation and the nature of the proposed construction, spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 1,500 psf can be used for support of the proposed shop/garage building with some risk of differential foundation settlement. We expect initial foundation settlement to be on the order of 1 inch or less with additional foundation Parker 303-841-7119 • Colorado Springs 719-633-5562 ° Silverthorne 970-468-1989 Jerimy Alexander August 3, 2009 Revised August, 4, 2009 Page 2 settlements up to 2 inches or more if the bearing soils are wetted. The actual magnitude of settlement will depend on the depth and extent of any wetting, and, if desired, could be further evaluated with subsurface exploration in the form of an exploratory boring. Precautions should be taken to prevent post-construction wetting of the bearing soils. Exterior footings should be provided with adequate soil cover above their bearing elevations for frost protection. 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. The topsoil layer remaining in the floor slab area should be removed prior to placing structural fill to establish design subgrade elevation. Structural fill placed within floor slab areas can consist of the on-site soils compacted to at least 95% of standard Proctor density at a moisture content near optimum. Backfill placed around the structure should consist of a relatively impermeable soil, such as clay, be well-compacted and the surface graded to prevent ponding within at least I 0 feet of the building. Sprinkler heads and landscape that requires regular heavy irrigation, such as sod, should not be located within 5 feet ofthe foundation. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. 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. If you have any questions or need further assistance, please call our office. Sincerely, Rev. by: DEH TLKJksw attachment cc: Bullseye Engineering, Inc. -Attn: Jeff Odor Job No. I 09 255A Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information As~llJiQI/TreasugrJ?_roJ2~tly_Sean:h I Assessor S.ullset Quenr I AssessoLB_ales Search Clerk &Re~;_orcler ReceptionB._earch ];'CJ._rcel Detflil I ValueJ)_et'lil I Saks»~t)tCJ.il I R~~de!lti1ll[Comme_n:i<JlJmpx_ovexD_ent Detail Land _De.t'lil I !;'hQtogLaJ1hs I Mil!Le.YY Revenues Detail I Tax Area II Account Number II Parcel Number II 2008 Mill Levy I I o2o II R2oo2o9 II 212726108026 II 46.959 I Owner Name and Mailing Address !ALEXANDER, JERlMY R 12326 ODIN DRIVE !SILT, CO 81652 Assessor's Parcel Description (Not to be used as a legal description) lsECT,TWN,RNG:26-5-92 SUB:ASGARD !SUB. 3RD. LOT:45 *TRUST AGREEMENT !09-08-04 BK:0527 PG:0118 BK:1890 IPG:405 RECPT:716395 BK:1890 PG:404 IRECPT:716394 BK:1657 PG:362 IRECPT:667365 BK:1332 PG:633 IRECPT:598055 BK:ll95 PG:763 IRECPT:565800 BK:1195 PG:762 IRECPT:565799 BK:1039 PG:0239 IBK:0652 PG:0590 BK:0635 PG:0109 Location Physical Address: 112326 ODIN DR. SILT Subdivision: IIASGARD SUB. 3RD. II . ww.garcoact.corn!assessor/parcel.asp?Parce!Nurnber=2127261 08026 . I I I I I I I I I I I II I 6/19/2009 Parcel Detail Page 2 of4 I Land Acres: I 5.2 I Land Sq Ft: I 0 I Section. II Township II Range I I 26 II 5 II 92 I 2009 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 24o,oooll 19,1001 I Improvements: II 169,39oll 13,4801 I Total: II 409,39011 32,5801 Most Recent Sale Sale Date: 111/30/2007 Sale Price: 11420,000 Basic Building Characteristics Number of Residential 1 Buildings: Number of Comm!Ind 0 Buildings: I Residential Building Occurrence 1 Characteristics I I FINISHED BSMT: 11945 I I UNFINISHED BSMT: 11945 I I 1 STORY: l/104 I 1 STORY WI BASEMENT: 11945 I I TOTAL HEATED AREA: 111,994 I I ABSTRACT CODE·IISINGLE F AM.RES- . IMPROVEMTS I I ARCHITECTURAL STYLE: 111-STRY/BSM I I EXTERIOR WALL: IIT-11 SHTNG I I ROOF COVER: llcOMP SHNGL I I ROOF STRUCTURE: IIGABLE I http://www. garcoact.corn/ assessor/parcel.asp ?Parce IN umber=212 7261 08026 6/19/2009 Parcel Detail Page 3 of 4 I INTERIOR WALL: IIDRYWALL I I FLOOR: llcARPET I I FLOOR: llsHT VINYL I HEATING FUEL: IIELECTRlC I HEATING TYPE: IIELEC BS BD I STORIES: llsTORlES 1.0 I BATHS: I 1.7 ROOMS: I 6 UNITS: II I BEDROOMS: I 4 I YEAR BUILT: 111979 I Tax Information I Tax Year II Transaction Type II Amount I I 2008 II Tax Payment: Second Half II ($540.74)1 I 2008 II Tax Payment: First Half I ($540.74)1 2008 II Tax Amount $1,081.481 2007 II Tax Payment: Second Half ($531.36)1 2007 I Tax Payment: First Half ($531.36)1 2007 Tax Amount $1,062.721 2006 Tax Payment: Second Half II ($487.68)1 I 2006 Tax Payment: First Half II ($487.68)1 I 2006 I Tax Amount II $975.361 I 2005 II Tax Payment: Second Half II ($487.65)1 2005 II Tax Payment: First Half II ($487.65)1 2005 II Tax Amount II $975.301 2004 II Tax Payment: Second Half II ($512.91)1 2004 II Tax Payment: First Half II ($512.91)1 I 2004 II Tax Amount II $1,025.821 2003 II Tax Payment: Second Half II ($569.56)1 2003 II Tax Payment: First Half II ($569.56)1 I 2003 II Tax Amount II $1,139.121 I 2002 II Tax Payment: Second Half II ($547.88)1 I 2002 II Tax Payment: First Half II ($547.88)1 I 2002 II Tax Amount II $1,095.761 I 2001 II Tax Payment: Second Half II ($544.95)1 -·- http://www. garcoact.com/ assessor/parcel.asp ?Parce!N umber=212 7261 08026 6/19/2009 Parcel Detail II 2001 II Tax Payment: First Half II ($544.9521 II 2001 II Tax Amount II $1,089.901 I 2000 II Tax Payment: Second Half II ($484.59)1 I 2000 II Tax Payment: First Half II ($484.5921 I 2000 II Tax Amount II $969.181 I 1999 II Tax Payment: Whole II ($964.6421 I 1999 II Tax Amount II $964.641 IQlJ_i!L!'age Ass~s9Ll2atabaseSem:cl:LQpJions I Ireal'JJL~'lt&hasJ)~Search Q12tions Clerk.& .. Re£9Jsier DaJ'llmse Search Qption!l Page 4 of 4 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 -2008 Good Turns Software. All Rights Reserved. Database & Web Design by GomLTum!l...Software. http:/ /www.garcoact.com/assessor/parcel.asp?Parce1Number=2127261 08026 6/19/2009