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HomeMy WebLinkAboutApplication-PermitGarfield County No. I lQ-Bd I Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: Hidden Valley Drive, GWS Locality: Springridge Reserve PUD, Ph3, Lot 31/2395-104-09-031 Use of Building: s/f dwelling on crawl space w/cov patio & att garage Owner: Barrena, Michael & Susan Contractor: S & A Construction Inc Amount of Permit: $2,637.61 Date: clerk: _--"'Jt...J..:tu:..l..l.~n.J..:::;.o=-t __ GARFIELD COUNTI BUILDING PERMIT APPLICATION 108 8'" Street, Suite 401, Glenwood Springs, CO 81601 Phone: 970-945-8212 I Fax: 970·384-3470 I Inspection Line: 970-384-5003 Permit No: --4'1{)"'-}J'-"'3-\'-1--- A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO, TillS 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 AFfER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERN'ING THIS TYPE OF WORK WILL BE COMPLETED WITHIN wHETHER Sl?ECIFIED HEREIN OR NOT. THE GRANTING OF A PERMff DOES NOT PRESUME TO GIVE AUTHORI1Y TD VIOLATE OR CANCEL TilE PROVISIONS OF ANY OTIIER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE 0 Site Plan Adjusted Valuations: S Fee: • &. 1 :;..1 I.e 3 7 Group: -::}:/2 CJ Cl PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY 1HE BUILDING DEPARTMENT, IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, TI-IE SIGNER. HEREBY AGREES TO COMPLY VllTH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUN1Y PURSUANT TO AUTHORITY GIVEN LN 30,28,201 CRS AS AMENDED, TI-IE SIGNER FURI1-IER AGREES TiiAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKE!! BY NOTICE FROM THE COUNIY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID, THE ISSUANCE OF A PERMf' BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BillLDlNG 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 JURISDICTIOR 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 RESPONSl BILITI' FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARrJCTECT, DESIGNER. BUILDER, -. ~D ?WNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST,/J_l\.[') \P'V-l d..L\ () ::r-I HEREBY ACKNO':'\;EJI,_G}i THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE IINITIALI' /± f ), 1':!: ttV\ v ree 't)'P-~\'"UI:::>-0') · ciC. ool t,'f(..-oro $tQ-sct6~ ~ \::J:to.ss- The following items are required by Garfield County for a final inspection: c 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; c 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. 9. If you will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UPTO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. c ****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 occupaj1,)':f~\.fd the issuance of a Certificate of Occupancy for the dwelling under building permit# J~ Signature Bpapplicationoctober2006 Date VALUATION FEE DETERMINATION Applicant Address Date -:B:::arr::.:,::e:!!na~-:-:--=-~-------Subdivision Hidden Valley Dr. Lot/Block .01:"31'::/lC:/20::0':::0:=7=...::::.:.:... _____ _;. __ Contractor Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Valuation Garage: Valuation Crawl Space Valuation Decks/ Patios Covered Open Valuation Type of Construction: Occupancy: Valuation Total Valuation 2126 sf sf sf sf X $74.68 2126 sf sf X $41.00 sf X $33.68 788 sf X $18.00 2126 sf X $9.00 650 sf X $24.00 sf X $12.00 Commercial sf X sf X sf X sf X sf X sf X Springridge Reserve 31 S&AConst. 158,769.68 0.00 14,184.00 19,134.00 15,600.00 0.00 207,687.68 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 yonr 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 prim· 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 I 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, insulaiion, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. l. Is a site plim 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 e:ope. Yes. __ ~~- 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks xvply. Yes 3. Does the site plan include when applicable the location of the l.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes X 4. Does the site plan indicate the location and direction of the County or private road accessing the property? 2 Yes X 5. 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 D Departme?_tt~ 625-8601. ~~ e /iJ ell\; 3 ha r<~r ~€5'e!Kle Yes ,x_ IVOV\.~ li'e?)t.U\"<2-t (ftf'-c.\J ~ G.<).\\ -€-&._ f{J-z_::;_ -o ? 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing s!):Min accordance with the IRC or per stamped engineered design? Yes X 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes X . 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes X 9. 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? r-. . n --, .,._L. Yes X r: <1\.~ \V\ -e.e-J...-e.~ i'u-S\ 10. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes X II. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes X 12. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes X 13. Does the elevation plan .indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) ~ X . 14. Does the plan include any stove or zero clearance fireplace planned for installation including 3 make and model and Colorado Phase II certifications or phase II EPA certification? Yes X No ---=---:--:--: 15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No X • 16. Does the plan include a window schedule or other verification that egress/rescue windows from sleepin[;ll)JOms and/or basements comply with the requirements of the IRC? Yes ~ No ___________ _ 17. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes X No_· _____ _ 18. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes X No _____ _ 19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes X No ------- 20. Do you understand that ifyou are building on a parcel of land created by the exemption · process or the subclivision process, are building plans in compliance with all plat notes and/or covenants? Yes X No ___ .;___ 21. 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 risk o(the HOA b1inging 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 revocation or substantial modification of the plans. Yes )( No _____ __ 22. Will this be the only residential structure on the parcel? Yes X No Ifno-Explain: ____________ _ 23. Have two (2) complete sets of construction drawings been submitted with the application? Yes X 4 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes X No ___ _ 25. Have you designed or had this plan designed while considering building a~d other construction code requirements? Yes X No ____ _ 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes X No ______ _ 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes )< No ____ _ 28. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes )( · No ' -------- 29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes )<. No ________ _ 30. 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 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes X No . -------~- 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes X No ____ _ 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes )( No __________ _ 5 33. 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 pr(lject must comply with the IRC? 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 applicable inspection. Yes )< No_~------ 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building,pfrmit application? Your attention in this is appreciated. Yes A, No ________ _ 36. Do you know that the local fire district ma'y 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 X ' 38. 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 Certificate of Occupancy? Yes . 'X . I hereby acknowledge that I have read, understand and answered these questions to the (_ best of my ability. ?2#?i/kffo4A.I#~ /d-;2. '(-0 '1- Signature of Owner Date Phone: __________ ( days); __________ (evenings) Project Name:_---"b-='-_,0'-"'--'IJ'__,_'\'_e...=V\.."-"='-'OL.~---'y\c_!.__,o~(A.,;'""""""'s,,__-o=-------- Project Address: ,Lo:f= ,31 ,Spf\lc_,_2~~\:R~e Re,sec-'-'e ~~~se3 Notes: If you have answered "No" on any of the questions, you may be required to provide this 6 information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. Bpminreq November2006 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, IMC, IPC, Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof): 40PSF up to 7000ft. elevation. 50PSF 7001 to 8000ft. · 75PSF 8001 to 9000ft. lOOPSF 9001 to lOOOOft. 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 wail R-values are R -10 beJ'ow 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 !(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~_,6"-"'~""'-"""'~"'-,_ __ Building _hngineered Foundation V Driveway Permit 6~ ~Surveyed Site Plan Date __ _._\ _,_\ -=-'--\,__-_,0::;___/"1..__ __ Planning/Zoning _Lrroperty Line Setbacks --l,L3oft Stream Setbacks ~oodPlain ___LL'Septic Permit and Setbacks ~ . /suilding Height l.../Grade!Topography 30% ~tach Residential Plan Review List dMinimum Application Questionnaire ~Subdivision Plat Notes ~Fire Department Review __J,v aluation Determination/Fees J Red Line Plans/Stamps/Sticker ~Attach Conditions ----I.L"'Application Signed ~Plan Reviewer To Sign Application /Parcel/Schedule No. ~ 40# Snow load Letter-Manf. Hms . . / Soils Report GENERAL NOTES: ~oning Sign-off ~oad Impact Fees ~ONDRC Approval ~rade!Topography 40% ____blanning Issues ---t.,..LSubdivision Plat Notes No. · }(j1"34 Assessor's Parcel No. ~~ \(}\ .. C)Cf-~l . · J 1;?--;J...l"'"}m Date \\-ffi-Dt-c~~ ./~,;f BUILDING PERMIT CARD · Job Address/:<$ \\tdcXEY0 \)t}\\cl t>r-(),UXS lW\Y'&ti~ (?\)!\ ,t?b"3a Lar~O Owner fnemoctt N lr\llatt. J S\\~10 Address Bot.&zH -()\)J'S Phone #Qy,:r r~~y Contractor Skll. (hw5"WOCllOY'I \ii'\L Address\ll rnttrEtJt ~f-Phone #Q~H-»q~ ~tbacks: • Front Rear RH'JiF7"i=..,....-LH ____ Zoning ___ _ ulf Q)&mlfl~ ()f\ Ct<l'JJL ~'E wlCDU Pi~~JE~fo~~rorif Soils Test Footing /--:-~7_ -. /.-:-::'S,-·<P-7:::-~-=-c-::-zk"B=-::;:-:;;-;:t<:~#i:;;o;lCt-;~ Foundation /2-·~·07~ • Grout __________ _ Underground Plumbing ----:=---:7- Rough Plumbin -'CY- Framing <--:~&-a> Insulation -~.:><;;;:? Roofing --.tP!r Drywall -?-o Final _________ _ Gas Piping -.:3 e>-CJ> · .t:c. Other ------------- Weatherproofing ---::;;;r--=----::=----- Mechanical z·-;?(!) -.c>?S' Electrical Rough (State) ""?'-/c<i? -c:P 2l . Electrical Final (State) __ _,_\/ _____ _ ~al9-/1-<>?; /Checklist Completed? __ _ Certificate Occupancy# _,(o'~'-'0~3~7,--,::-=---­ Date ~od q·zz·oe Septic System # _,lJl-""1_.__ f+.___ _______ _ Date---------- .tJd ~ 4#~~ %"'~TE7.£?~, ;C';Li£ 7-2-CJ·~C8 cf' ~tJdf~OI< j;$.JJ3_ /L1 Jl2us:S /(,er:'&~F o/J r/c:/c: tf--!&Jf,}atel-~1< .:L-/".:refS lb""'P'--(continue on back) COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at t/ Z 8 s-Mt?¢1 eN Permit No. /C/ 7 3 1= I have this day inspected this structure and these premises and found the following corrections needed: t!9to 7/Cc 7/v".e:: SL£a:-0,z::-o/1/ GAS L/A//C &v71f:/UA/&-//&£PLAce .. 0 Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at !::l. 8:[ ~ ~ ... Permit No. / O/ :Sf I have this day inspected this structure and these premises and found the following corrections needed: 1) .,J~ Mr ~o_ ~/~ /qy ~~~~ )\(Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 9-/) --c:; g 20 --;o--- Building !~spector .~#~ Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at /2&-/ltPtJW Permit No. / tJ 734-, I have this day inspected this structure and these premises and found the following corrections needed: / ~II for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date z---/6-20 0 E) Building Inspector _ __.__/+2~""""'"", .s;._-""~~.{z::t"'~z."""". ===~-- Phone (970) 945-8212 / COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 I have this day inspected this structure and these premises and found the following corrections needed: t?{qs5 MAC//i!G-/'f/S.s/AIG.._ ?:~~~ ffo/?1 ~eJY-1- When correction(s) have been made, call for inspection at 970-384-5003. BUILDING PERMIT GARFIELD COUNTY, COLORADO INSPECTION Will NOT BE MADE UNLoSS THIS CARD IS POSTED ON THE JOB Date Issued 14~ O.Ll__!__ _____ Permit No.--'-\ 0,_1--'---""'3LJ-'------ 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. usefllfdwelltAg on crwsp. wjcov.ptt;o~a+f-. qat~ Address or Legal Description j1,5_Hjdc:Jen Vtl.l\e'f '\K", Gt WS owner ftu:feM,MiGhaei~S\utAo ContractorS+A Conskl"-'nc,.....,._. __ Building Permit Type 12e;tdent\a.\ This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD-h?Jr ~:iN-.?. ;;wg Footing ;C::--:x'S-o7 /!f;;-r:;r';c;/'tk' Drivew~y Foundation I Grouting ( z -c:o _ 0 7 MATT yw ~(.£'/; a.JA~L ~oT£tt /-Rf-..olf Insulation Zf __ f-o 8' 91%.. f{d, W,o.CL Z-f:s-o!J' Underground Plumbing I Drywall ?>-S-o 8' Y<'CL! tcl/.4 Rough Plumbing 7-::so-o'it P..t<-1 Electrk :Fin.ai (by State Inspector) " (Prior to Final) I~ Rough Mechanical 7<30 e>$? ;<""-'-Septic Final \ ~1/J' Gas Piping 7 --:>c-e IS f<"1---, FINAL / -- of:-;?r 1~cs/ Electric Rough (by State Inspector) 7-/.;.-o 'if {YouMus%:{fo;;2~~ ~ {Prior to Framing) Notes Framing 7-3e>-OS {to include Roof In place & Windows & Doors installed & Firestopping in place) ~::.ROVED\\ l ~\ 01 THIS PERMIT IS NOTTRANSFERABLE for Inspection Call970-384-5.003 Office 970-945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY THIS CARD By 1=:: \rurrnan.,o~t:n!:\):iln __ PROTECT PER~~ WEATH R DAMAGE (DO NOT LAMINATE) "The Reliable Realtors" Memo To: Whom it May Concern CC: From: Patrick M. Fitzgerald, GRI Broker & Owner Date: 10/22/2007 Glenwood Brokers, LTD. Re: Lot 31, Spring ridge Reserve, Susan and Mike Barrena The Springridge Reserve Architectural Committee and Home Owners Association has approved the plans for the Barrena house on Lot 31. The Historic New Citizen's Building, 214 Eighth St., STE 209, Glenwood Springs, CO 81601 Phone 970 945 5554 Fax 970 945 5552 E mail: pat@glenwoodbrokers.com KURTZ & ASSOCIATES, IN CORPORA TED 5012 County Road 154 Glenwood Springs, CO 81601 July 29, 2008 MEMORANDUM ' GARFIELD COUNTY BUILDING DEPARTMENT RE: Residence at Lot No. 31, Phase III, Hidden Valley Drive Springridge Reserve Subdivision Garfield County, Co. Structural Consultants Phone (970) 945-6305 Fax (970) 945-1093 On July 23, 2008 I observed the structural condition of the noted residence. The primary purpose of this inspection was to observe roof framing at the three car garage. Roof framing for the garage consists of pre-manufactured trusses spaced at 24;' on center spauning 32' -0" east-to-w~st across the garage. The general contractor, S & A Construction, Inc., was present during the course of my inspection. I also reviewed the truss drawings as prepared by Trusfab, Inc. As I understand it, due to a misconununication between. Trusfab and the contractor, tl)e pre-manufactured trusses were fabricated to a roof shape other than that required by the owner and the contractor. The contractor's iptent was that the primary roof shape for the garage roof was to be a straightforward gilble shape. Trusfab' s drawings introduced a hip and a valley. · The contractor realized the problem prior to erecting the trusses. To correct the problem, the contractor modified the placement ofthe trusses between'ilie north wall of the garage and the hip master truss. In this area he alternated conunon trusses and step·down trusses, and he added onto the step-down trusses to create the conunon truss profile. In all cases in this area of the roof the additional members were 2 x 4 vertical members and 2 x 6 top chords. The additional members were attached with 112" thick oriented strand board (OSB) each side of the members with a minimum often (10)-8dring shank nails. The roof construction and overframing in this area i~ all structurally adequate and capable of supporting the roofs dead load weight plus a design snow load of 40 PSF. To the south of the hip master truss the contractor erected the 'Dl' double jack truss and the 'B' stub trusses in accordance with Trusfub's drawings. Spauning 12' -0" from the east wall to the 'Dl' truss the contractor built two (2) mono-pitch trusses on site. Tl!ese two trusses, spaced at 2' -0" on center, were constructed with continuous 2 x 6 top chords and 2 x 4 h6rizontal bottom chords plus two (2)-2 x 4 vertical members. I reconunend that eacll of these two (2) mono-pitch trusses be strengthened with a 2 x 8 horizontal 'sister' placed adjacent to, and nailed to the 2 x 4 bottom chord, The 2 x 8 sister should be nailed with 16d nails at 12" on center and attached to the 'D 1' truss with an A35 framing anchor (Manufacturer= Simpson Strong Tie, Co.). I also reconunended that the 20'-0" wide south gable wall be braced via the placement of a 2 x 6 brace extending from the top plate up to the roof at approximately a 45 degree angle. The contractor 2 should provide all truss bracing as recommeuded by Trusfab. Giveu that the roof shape is now a 'straight gable', the bracing for the common trusses is the appropriate bracing. Attached is a copy ofTrusfab's roof plan which our office reviewed. · With these improvemeuts in place, it is my professional opinion that the garage is safely and properly constructed and is structurally adeqUllte to safely support the roof de;~d loads plus a design snow load of 40 PSF. If you have any questions, or require further information, please feel free to contact us. Sincerely, Kurtz and Associates, Inc. /1://P Brian J. Kurtz, P.E. ···-----~ ---...... __..~,.~ ..... --.. __ 35-5-8 246-8 - 6181 RD. 335 w.d Q 1<-" cJ.c . . NEW CASTLE, CO 81647 1970) 984-?:<:<R PHONE (970) OA4-3533 FAX Job: 4773 .... , Scale: 1:125 Date: 9/1212007 · . . "---~·-"··~oc·=-.-.... -------.. ·-_ __:_ __ -_-__ -_ ---------------- HEPWORTH-PAWLAK GEOTECHNICAL August 31, 2007 Susan Barrena P.O. Box 639 Glenwood Springs, Colorado 81602 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone' 970-945-7988 Fa" 970-945-8454 err1ail: hpgeo@hpgeotech.com Job No. 107 0625 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 31, Springridge Reserve, Hidden Valley Drive, Garfield County, Colorado Dear Ms. Barrena: 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 August 15, 2007. 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. I 0 I 126. Proposed Construction: The proposed residence will be a single story wood frame structure with an attached garage located on the site as shown on Figure I. Ground floor will be structural over a crawlspace for the living area and slab-on-grade in the garage. 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 an abandoned irrigation ditch uphill to the west of the building envelope. Some cuts have been made for construction of Hidden Valley Drive on the northeast side of the Jot. The ground surface has a moderately steep slope down to the northeast at a grade of about 16%. There is about 10 to 12 feet of elevation difference across the proposed building site. Vegetation consists of sagebrush, grass and weeds. Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 -2- 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 3 to 4 inches of topsoil, consist of stiff to very stiff, sandy to very sandy silty clay with scattered gravel. Hard, siltstone/sandstone bedrock was encountered beneath the clay soils in Pits 1 and 2 at depths of about 4Yz feet. Results of swell-consolidation testing performed on relatively undisturbed samples of the clay soils, presented on Figures 3 and 4, indicate low compressibility under existing 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. The laboratory testing is summarized on Table I. No free water was observed in the pits and the soils and bedrock materials 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 or bedrock materials designed for an allowable soil bearing pressure of 1,500 psf for support of the proposed residence. Footings bearing entirely on the bedrock materials can be designed for an allowable bearing pressure of 3,000 psf. The clay soils are compressible when wetted under load. Extending the bearing level down to the bedrock materials would reduce the settlement risk. There could be some differential settlement between footings bearing on the clay soils and footings bearing on the bedrock materials. 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 and rock encountered at the foundation bearing level within the excavation should be removed to expose firm natural soils or bedrock materials. The footing bearing level should 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 12 feet. Foundation and Retaining Walls: Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection Job No. 107 0625 ~tech - 3 - should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 55 pcf for backfill consisting of the on-site soils and well broken bedrock. Cantilevered retaining structures which are separate from the residence and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 45 pcf for backfill consisting of the on-site soils and well broken bedrock. Backfill should not contain vegetation, topsoil or oversized rock. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at a moisture content near optimum. Backfill in pavement and walkway areas should be compacted to at least 95% of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance offoundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.3 5. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 300 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads should be compacted to at least 95% of the maximum standard Proctor density at a moisture content near optimum. Job No. I 07 0625 -4- Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-on-grade construction. The clay 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 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 beneath interior 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, well broken bedrock or a suitable imported granular soil devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in the area and where bedrock materials are shallow that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below-grade construction, such as retaining walls, crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free-draining granular material. The drain should be placed at each level of excavation and at least I foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free-draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 1 'lz feet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: Job No. 107 0625 - 5 - I) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free-draining wall backfill should be capped with about 2 feet of the on-site fine-grained 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 1 0 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 I 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 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 Job No. 107 0625 -6- 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 engmeer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, HEPWORTH-PAWLAK GEOTECHNICAL, INC. Reviewed by. Daniel E. Hardin, P.E. JZA/cay attachments Figure 1-Location of Exploratory Pits Figure 2-Logs of Exploratory Pits Figures 3 and 4-Swell-Consolidation Test Results Table I-Summary of Laboratory Test Results cc: Jim Romeo Sopris Engineering-Attn: Jeremy Lucero Job No. 107 0625 HIDDEN VALLEY DRIVE APPROXIMATE SCALE 111 = 401 -6480 -r------- ---------=--±:-:-:::-=-r-r--------______ / 6480 --------------------, ,--------- 1 • PIT3 : I I I I I PROPOSED ( 1 I RESIDENCE 1 _.. I --- 6490 L-, ,A,..--- 6490------+--------1----+-------.._,_..... I I I I I LOT30 I • PIT2 I LOT32 I • PIT 1 ~ I I I ~--I I ~ -----~----------I / --/ L -___ ~UILDING ENVELOPE -----.... ...,_ _.... -l-_-__. --------~L_J 6510 -.... -.... ....._ _______ _ -....._ ___ _ ----....... ......... ....._ ...-6510 ----'------- -__ ---_---_-____ _te--_-_ LOT31 107 0625 c~&ech LOCATION OF EXPLORATORY PITS Figure 1 HEPWOR'rH•PAWLAK GEOTECHNICAL Q5 "' LL .s::; 0. "' 0 0 5 10 LEGEND: PIT 1 ELEV. = 6496' WC=5.5 DD=92 -200=69 PIT2 PIT 3 ELEV.= 6494' ELEV.= 6484' WC=7.6 DD=89 -200=66 ~ TOPSOIL: sandy silty clay, organics, roots, firm, slightly moist, brown. D CLAY (CL): silty, sandy to very sandy, scattered gravel, stiff to very stiff, slightly moist, reddish brown. ~ SILTSTONE/SANDSTONE BEDROCK: hard, slightly moist, reddish brown. p 2" Diameter hand driven liner sample. T Practical digging refusal. NOTES: 1 . Exploratory pits were excavated on August 16, 2007 with a Caterpillar 304C backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 0 5 10 3. Elevations of exploratory pits were obtained by interpolation between contours shown on the site plan provided and checked by instrument level. 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 (pel) -200 = Percent passing No. 200 sieve Q5 "' LL .s::; 0. "' 0 107 0625 c~&tech LOGS OF EXPLORATORY PITS Figure 2 HEPWORTH-PAWLAK GEOTECHNICAL Moisture Content = 5.5 percent Dry Density 92 pel Sample of: Sandy Silty Clay with Gravel From: Pit 1 at 4 Feet 0 1-1- 1 ~ ---D Compression upon "J!. 2 / wetting c 0 L.-/ "iii w 3 ~ 0. E \ 0 0 4 5 \ \ 6 7 1\ ~ 8 f\ 9 10 1\ 11 0.1 1.0 10 100 APPLIED PRESSURE -ksf 107 0625 c~&tech SWELL-CONSOLIDATION TEST RESULTS Figure 3 He~orth-Powlak Geotechnical Moisture Content = 7.6 percent Dry Density = 89 pel Sample of: Very Sandy Silty Clay From: Pit 2 at 4 Feet 0 1 l...-Compression ~ v upon 2 wetting 'if!. '\ c 0 'iii <f) E! 3 \ 0. E 0 () 4 5 1\ 6 I\ 7 0.1 1.0 10 100 APPLIED PRESSURE-ksf 107 0625 H& -Cewt.ech HeD'worth-Pawlok Geotechnical SWELL-CONSOLIDATION TEST RESULTS Figure 4 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 Job No. 107 0625 SUMMARY OF LABORATORY TEST RESULTS SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATTERBERG UMITS UNCONFINED MOISTURE DRY GRAVEL SAND PASSING UQU!D PLASTIC COMPRESSIVE SOIL OR PIT DEPTH CONTENT DENSITY NO. 200 UMIT INDEX STRENGTH BEDROCK TYPE (%) (%) SIEVE (ft) (%) (pcf) (%) (%) (PSF) 1 4 5.5 92 69 Sandy Silty Clay with Gravel 2 4 7.6 89 66 Very Sandy Silty Clay Parcel Detail Page 1 of3 Garfield County Assessor/Treasurer Parcel Detail Information t\$$_e.ssmlTrc<l!:l.lJrcrPmpgrtyScarcb I ~J>sessor Subs.et Q:Qm I Assessor Sales Search C!crk~-Rccon:!cLRc9_cJ;?tiQ!LSJ!_aLcb Basic Building_Chgracteristics I Tax Infonnfltion Parcel Detail I V aLIJe Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II Mill Levy I I 008 II R044304 II 239510409031 II 63.456 I Owner Name and Mailing Address IBARRENA, MICHAEL & SUSAN I \POBOX639 I \GLENWOOD SPRINGS, CO 81602 I Legal Description \SECT,TWN,RNG:10-7-89 I \SUB:SPRINGRIDGE RESERVE PUD PHASE 3 • I ILOT:31 PRE:R042100 BK:963 PG:426 I \BK:963 PG:4 BK:962 PG:997 BK: 1720 I IPG:770 BK:1720 PG:768 BK:1720 I IPG:766 BK:1720 PG:764 BK:1720 I IPG:761 BK:1720 PG:759 BK:1720 I \PG:757 BK:1720 PG:731 BK:1720 I IPG:710 BK: 1720 PG:702 BK: 1720 I IPG:696 BK:1720 PG:693 BK:1661 I IPG:345 BK:1516 PG:1 BK:1515 PG:948 I \BK:1515 PG:870 BK:1515 PG:791 I IBK:1515 PG:787 BK:1515 PG:785 I IBK:1515 PG:783 BK:1515 PG:781 I IBK:1117 PG:693 BK:1117 PG:691 I IBK:1058 PG:783 BK:1058 PG:782 I http://www .garcoact.comlassessor/parcel.asp?Parce!Number=23951 0409031 10/24/2007 Parcel Detail Page 2 of3 IBK:0883 PG:0206 BK:0883 PG:0184 I IBK:0866 PG:0047 BK:0832 PG:0806 I IBK:0830 PG:0945 BK:0785 PG:0604 I IBK:0773 PG:0556 BK:0543 PG:0556 I IBK:0419 PG:0345 BK:0419 PG:0315 I IBK:0345 PG:0469 RECPT:731538 I IRECPT:730252 RECPT:730250 I IRECPT:730248 RECPT:730247 I IRECPT:730245 BK:1746 PG:188 I IRECPT:686584 BK:1746 PG:187 I IRECPT:686583 BK:1746 PG:166 I jRECPT:686582 BK:1746 PG:155 I jRECPT:686579 BK:1652 PG: 184 I jRECPT:666219 BK:1652 PG:183 I jRECPT:666218 BK:1652 PG:182 I jRECPT:666217 BK:1652 PG:181 I jRECPT:666216 BK:1652 PG:180 I jRECPT:666215 BK:1516 PG:80 I jRECPT:636016 BK:1515 PG:789 I jRECPT:636011 BK:0963 PG:0001 I Location I Physical Address: IIHIDDEN VALLEY DR GLENWOOD SPRINGS/ I Subdivision: llsPRINGRIDGE RESERVE PUD PHASE 3 I I Land Acres: I 1.011 I Land Sq Ft: I 0 I Section II Township II Range I I 10 II 7 II 89 I Property Tax Valuation Information II Aetna! Value II Assessed Value I I Land: 11 74011 2101 I Imerovements: II oil ol I Total: II 74011 2101 ~~~ ============Sa=le=D=a=re~:J:\F8/~22~n~o=o7============91J http://www .garcoact.com/assessor/parcel.asp?ParcelNumber=23951 0409031 10/24noo7 Parcel Detail II Sale Price: JJ!82,000 II Basic Building Characteristics Number of Residential jo I Buildings: Number of Comm/Ind io I Buildings: No Building Records Found Tax Information No Tax Records Found Top of Page A§§c$$9LI?atab<l§c~c<!rchGptim:ts I Jreasu((;)f Databa5c_Search Options C!crk~Jsecor4eLl:><~t<~b<~~csc<Jn;h_Qptions Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Goo4Imns_SoftYYm:e. http://www. garcoact.cornl assessor/parcel.asp ?ParcelN umber=239 510409031 10/2412007