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Application - Permit
Garfield County No. I \01{)\ I Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: 0299 (UNIT.:X)Sweet Grass , Carbondale Locality: Aspen Glen Flg 1, Lot D-111 2393-204-04-011 Use of Building: UNIT -A of Dupl<tY on unfinished basement w/cov patios.& att garage Owner: Leonard, Harold Contractor: Rock Leonard Construction Comp. Amount of Permit: $7,294.73 __ .:__:~---Date: \-0~-()) 2 3 4 5 6 7 8 GARFI E LD COUNTY B UI LD I NG PERMIT APPL I CATION 108 8'" Str eet, Suite 4 0 1 , Gle nwood Springs , CO 8 1601 Phone:' 970·9 4 5 ·82 ~/ Fax: 9 70·384-3470 I I n s pection Line: 970·384-5003 Permit No: \$15 \)\ ~ \c:16<Jd' Parcel/Schedule No;< 'iJCJ3 -J () t/- Describe Work: Class of Work: 0 Ad d ition ::J Move o Y"-o I I 9 Garage: 0 0 Single C Dou b iD Carpor t: 0 Single 10 0 J 1 12 Special Condi tions: NOTICE 0 On-Sile Sewage Disposal A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE Or COLORADO. !J Dou b le 0 Sile Plan Adjusted Valuations: S Perm it Fee: n us PERMIT BECOMES NULL AND VOID IF' WORK OR CONSTRUCTION AUTHORIZED I S NOT COMMENCED WlTHLN 180 DAYS. OR. IF' CONSTRUCTION OR WORK I S SUSPENDED OR ABANDONED rOR A PERIOD OF 180 DAYS AT ANY TI ME AFTER WORK I S COMMENCED. Total F ee: '1 a,. qt.{.') ? Dated Permit Issued: I H EREBY CERTIFY THAT I HAVE HEAD AND EXAMINED THI S APPLICATI ON AND KNOW THE SAME TO BE mUE AND CORRECT. ALL PROVI SIONS Or LAWS GOVERNI NG THI S TYPE Or WORK WILL BE COMPLETED WITHIN WHETHER S'J:>ECIFI ED H EREI N OR NOT. THE GRANTI N Or A PERMIT DO OT PRESUME TO GIVE AUTHORITY TO VIO OR CANCEL ni PR SI ONS Or ANY Cf!Ji~R ~AJW~ LOC G UCTION OR n JtiPEru:t>RWrN<fE Or C CTION. "'•<' l f-=--=-=:::--::=-· ~_1;j:.~"'.._;;_~-_,f'-. :_r _t _.:::_·_· -+-=---..,----=---------1 OCC G r o u p : Canst. Type: :J(2C Zonin g: ~ss Setback s: ISDS No. & Fee: AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR 0\VNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPE CIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION Or THE ISSSUANCE OF T HIS PERMIT. THE. SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CO DES AND LAND USE REGULATIONS ADOPTED BY GARFI ELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. T HE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT fULLY COMPI LED \VITH IN THE LCOATIO N. ERECTION. CONSTRUCTION. AND USE OF '11iE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTI CE FROM THE COUNTY AND THAT THEN AND 11-IERE IT SHALL BECOME NULL AND VOID. THE I SSUAN CE Or A PERMT BASED UPON PLANS . SPECifiCATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFfiCIAL fROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BU ILDING OPERATI ON BEING CARRIED ON TH EREUNDER WHEN IN V I OLATION OFTHS CODE OR ANY OTHER ORDI NANCE OR REGULATION Or THIS JURISDICTION. THE REVIEW Or SUBMITTED PLANS AND SPECIFIC ATIONS AND I NSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN A CCE PTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSI ONS OR DISCREPENCI ES. T HE RESPONSI B<UIT >OR THESE ITeMS AND <M"'-'OMENTATION DURmG CONSffiUCTION RESTS S>'OC<;TC<AU.Y '"""THE AimCT'-CT ~<WER AND OWNER. COMMENTS ARE I NTENDED TO BE CONSERVATNE AND IN SUPPORT Or THE OWNERS LNTEREST. fP 3 ,05() HEREDYC:'97WL{~~ 7T < "'W AN ~~:or EAGREEMENT ABOVE UN mALl tl-11~ <tL~~ ·"13 The following items are required by Garfield County for a final inspection: 1. A final Electri cal In spection from the Colo ra do State Electrical Inspector; 2. P e rma n e nt a ddress assigned by Garfield Coun ty Bui lding D epartme nt p osted where readi l y visible from access r oad; 3. A finished roof, a loc ka bl e house, complete ex terio r siding, exterior doors an d windows ins tall ed, a co mpl e te kitch e n with cabinets , a sink with hot & cold runnin g wate·r, non-absorbent kitchen floor coverings , cou nter tops and finished walls, ready for stove and refrigerator, a ll necessar y p lum b ing; 4. All bathrooms mus t be compl ete, w ith washbowl , tub or s howe r, to il et stool, hot and cold running water, non-absorbent fl oors and walls fini shed and a privacy door; 5. All steps o uts ide or in s ide over three (3) steps must h ave handrail s, g uard rail s o n ba lcon i es or decks over 30" hi g h con stru c ted to all IBC a nd IRC requireme nts; 6. Outside grading do ne to where water will detour away from th e bui lding; 7. Exceptions to the o u tside steps, decks and g radi n g may be made upo n the demonstrati on of exte nu atin g c irc umstan ces, i.e . weather, but a Certificate of Occupancy will n ot be issu ed unti l a ll th e re quired ite m s are compl eted a nd a final inspectio n m ade; 8. A final in spection s ign off by th e Garfield Cou nty Road & Bridge Department for dr iveway insta ll a ti o n, where appli ca bl e ; a s wel l as any final sig n off by th e Fi re Di stri c t , a nd/o r State Agencies w he re applicable. 9. If yo u w ill be connecting to a public water a nd/or sewer s y stem , proof of the tap fe es have been paid and the connections inspected by the service p rov ider prior t o issu a nce of a C.O. A CERTIFI CATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL TH E ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPAN CY (C.O .) IS ISSUED. OCCUPANCY OR. USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GRO UNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I unde rstand and agree to abide by the above condi tions for occupancy, use and th e issu a nce of a Certificate of Occupancy for th e dwelling under building permit# _____ _ Date B pappl ica ti o noctober2006 PLAN REVIEW CHECKLIST Applicant. _ _._b'"""e--==-=o~t-J::...c~:::...::::__=.=..~. __ Building _LEngineered Foundation ~Dri veway Permit £-1. f -l,...L__Surveyed Site Plan ~Septic Permit and Setbacks ~ :Zracterropography 30% Attach Residential Plan Review Li st d Minimum Application Questionnaire v'Subdivi sion Plat Notes --4¥-Fire Department Review _-) __ Valuation Determination/Fees _0ed Line Plans/Stamps/Sticker .J:44-Attach Conditions .l..L.._Application Signed V Plan Rev iewer To Sign Application ~P arcel/Schedule No. ~ 40# Snowload Letter-M a nf. Hms. \/ Soils Report GENERAL NOTES: Date._-"-\_,_\ _-_?-""'---'-\ _·v=-1_._ __ Planning/Zoning v/property Lin e Setbacks / 30ft Stream Setbacks ----LLflood Pl ain 2 Building Height ~ning Sign-off __tL_Road Impact Fees ~HOA/DRC Approv a l ~Grade/Top ography 40% V' Plannin g Issue s ~Subdivi s ion Plat Notes VA L UATIO N FEE DETERMINATION Applicant Address Date Leonard Subdivision ----------------------------..::0;.::2~99:....S::;_w~e:..;e;_;ltg;!,;.ra::.;s:..:.s _______________ Lot/Block 11/21/2007 Contractor ~~~~-------------------- Finished (Livable Area): Main Upp er Lower Other Total Basement: Unfini shed Square Feet Valuation Convers ion o f Unfinished to Finished Tota l Valuation Garage: Valuation Craw l Space Valuati on Decks/ Pa ti os Covered Op en Valuation Type of Construction: Occupancy: Valuati on Total Va l uation 4009 sf 3171 sf sf sf X $74.68 7180 sf 4051 sf X $41.00 s f X $33.68 1520 s f X $18.00 sf X $9.00 846 sf X $24.00 sf X $12 .0 0 Commercial sf X sf X sf X sf X sf X sf X As pen Glen D-11 Leonard Cons t. Co. 536,202 .40 166,091.00 27,360.00 0 .00 20,304.00 0.00 749,957.40 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS. And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (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 rail s and guard rail s , windows and do ors. includin g the fini sh grade lin e and orig in a l grade. A section showing in detail , from th e bottom of th e footing to th e top of th e roof, including re-bar, anchor bolts. pressure treated plates , floor joists, wall studs and spacing. insulation, sheetin g, house -rap, (which is requ ired), siding or any approved building material. Engineered foundation s ~ay be required. A window sc hedule. A door schedule. A floor framing plan, a roo f framing plan, roof must be designed to withstand a 40 pound per sq uare foot up to 7 ,000 feet in elevation , a 90 M.P.H. wind speed, wind exp osure B or C , and a 36 inch fro st d epth. All sheets to be identified by number and indexed. All of the above r equirements mu st b e m et or your plans will be returned. All plans s ubmitte d must b e in compliance with the 2003 IRC. Is a site plan included that identifies the location of the proposed structure or addition and distances to the prop erty lines from each comer of the proposed structure(s) prepared by a li censed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with s lopes of30% or greater must be shown on the site plan. (NOTE Section: 1 06.2) An y site plan for th e placement of any portion of a structure within 50 ft. of a property lin e and o within a previou sly surveyed building envelop e on a subdivision final plat shall be prepared by a li censed surveyor and have the surv eyor 's s ignature and professional s tamp on th e drawing. Any structure to be built within a building envelope of a lot shown on a re corded subdivision plat s hall include a cop y of the building env.elope as it is shown on th e final plat with th e proposed structure located within the envelope . Yes ---- ~ Does the s ite plan a lso in clud e any other buildings on the property , setback easements and utili ty easements? P lease refer t o Section 5 .05.03 in the Garfield C ounty Zoning Reso lu tion if th e property you are app lying for a building pennit on i s lo cated on a comer lo t. Special 4. ~s doapply. Does th e site plan include when applicabl e th e lo cation of the l.S .D .S. (Indi v idu al Sewage Disposal System) and th e distances to the property lines , wells (o n s ubj ect property and adjace nt properties), s tre am s or water courses? Yes ~ Does the site plan indi cate th e location and direction of the Coun ty or pri va te road accessing th e property® 2 5. 6. 9. 10. 11. 12. 13. 14. Yes kJ I Are you aware that prior to submitta l 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 DepartA e}tt 625 -8601. Yes ) (1 . Do the plans include a foundation plan indi cating the si ze, location and spacin g of all reinforcing steel in accordance with the IRC or per stamped engineered de s ign? Yes )(}_ I Do th e plans indicate the location and size of venti lation openings for under floor crawl s paces and t e cl ear ces require~etween wood and earth? Yes ~) Do th e plans indi cate the size and location of ventilation openings for th e attic , roof joist spaces and soffits? Yes ~ I Do th e plans include design load s as r e quired by Garfield County for roof snow loads, (a minimum of 4 0 pounds pe r square foot up to & including 7,000 feet ab ov e sea le vel ), floor loads and~nd loads ? Y es ./\. -~--=------ Does th e plan include a building section drawing indi cating foundation , wall , floor. and roof construction? Yes K I Does the building section drawing include size and spacing of floo r joists, wall studs , ceiling joists, roof r afters or joists or trus ses ? Yes K 7 Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes X > Does the elevation plan indicate the height of the building or proposed add ition from th e undisturbed grade t o th e midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building hei ght m easurement usually not to exceed 25 feet) Yes ,&" · Does th e plan include any stove or zero clearance fireplace planned for installation including 3 15. make and model and Colorado Phase II certifications or phase II EPA certificati on? Yes ~ No ____________ _ Does th e p lan mclude a masonry fireplace mcludmg a fireplace sec tiOn md1catm g de s1gn to comply with th e IRC ? Yes No----'-XJ---3ol'----- Does th e plan in clude a window sched ule or other verifi cation that egress/resc ue window s from sle)Zep.ng rooms and /or basement s com pl y with the req uir emen t s of th e IRC ? Yes No ------------- Does the plan in clude a window sche dul e or other verification th at win dows provid e natural li ght and ventilation for all habitable rooms? Yes X No ___________ _ Do the plans indi cate th e location of glazing subject to human impact su ch as glas s doors , g lazing imm ediately adjacent to such doors; glazin g adjacent to any surface normall y used as a walking surface; slidin g g la s s do ors; fixed glass panel s; shower doors and tub enclosures and speci safety glazin g for th ese areas ? Yes \ No ------------ 19. I s th e location of all natural and liquid petroleum gas furnaces , boil er s and water heaters ~~~cated on the plan? No ;w/. 7 d-/C 20. Do you understand that if you are building on a parce l of land created by the exemption process or the s ubdi vision pro cess , are bui lding plan s in com plian ce with a ll pl at notes and/or cove nants ? Ye s ~ No 7 ------------ 21. Do you understand th at if you belong to a Homeowners Association (HOA), it is your respon s ib ili ty to obta in written permis sion from the association, if required by that association, prior to submitting an application for a building permit? The building permit appl ication will be accepted without it, but you run th e risk o(the HOA bringing action to enfor ce the covenants , which can result in revo ca tion of permit issu ed. Addi ti onall y , your Plan Revi ew fee is not refundabl e if th e pl ans have been rev iewed b y th e B uildin g Department prior to any action by th e HOA that require s either revocation or s ub stantia l modification of th e plan s. 22. 23. Yes 2<: No ____________ _ 7 Wi ll thi s be th e only res id e ntial structure on the parcel? I\ 1 Ye s ,.\? No If n o-Exp lain: IJ vp f!1CJ Hav e _~t o (2) comp lete sets of construction drawing s been s ubmitted with th e app li cation ? Yes -+----- 4 24. 25. 26. 27 . 28. 29. 30. 31. 32. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes (l I No ------ Have you designed or had this plan designed while considering building a.nd other construction code requirements? Yes ;1C No _____ _ Do your plans comply with all zoning rul es and regulations in the County related to your properties zone district? Ye s )() No ' --------- 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 ______ _ Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes ,X No _________ _ 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 "Pem1it Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes X" No I~ ----------- 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 Y"' No /LV ----------- Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes )\) No I ------- 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 Occupanc y and occupancy of the bui I ding? Yes )Q No ________ ~-- / 5 33. 34 . 35. 36. Are yo u aware that the Pe rm it Appl ication must b e s igned by the Owner or a written authority being given for an Age nt and th at th e party responsibl e for th e proj ect must co mp ly w it h the I R~C? Yes _ No I -------- Do you understand th at you will b e re quired to hire a State of Colorado Licensed E le ctrician and P lumber to per form in stallations an d hookups, u nless you as th e homeowner are p erforming the work? The li cense number of the p erson performing the work wi ll be required at time of applicable in s pection. Y es )() No Are you Z:: that o n the front of the B -ut-.ld_i_n_g_P_e_rm_i_t A-p-p-lication you w ill n ee d to fill in the Parcel/Schedule Number for the lot yo u are applying for thi s permit on prior to s ubmittal of a bui lding p ermit appli ca tion ? Your attention in thi s is apprec iated. Ye s )() No I ---------- Do yo u know t hat the local fir e di stri ct may require you t o submit plans for th e ir rev iew of fire safety issues? Yes No >(; (p lease check w ith the bui ldin g d epartme n t a b out thi s requ ire m ent) / 3 7. Do you unde r stand that i f you are planni n g on doing any excavating or grading to the property p ri o r to issu a nce of a bui ldin g permit that you w ill be required to obtain a gradin g ~ee~:k-- 38. Are ?au aware th at if you wi ll be co nn ectin g to a public water an d/or sewer system . that th e tap fees have to b e pa id a nd the connect ion s in spected by the service prov ider prior to the is su an ce of a Certifi cate of Occupan cy? Ye s 'XJ r I tie r eby a cknowled ge t h at 1 h ave rea d , und er st a nd an d a nswered these questio n s to t h e ~ cr~:a _1_1 ----=J___,Lf~J()_]i__ __ _ \V'Signature of Owner Date Phon e: qzo ·3 ?1-~a 18 (da ys); ~e. (evenings) Project Na me be} 'tr 1/ J..amaJ! fJ "#'*"- Project Address: ~e e_{-rcr. 57 Notes : l f yo u h ave an swere d "No " on a ny of the qu estion s, y ou m ay b e required to prov id e 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 700 I to 8000ft. 7 5PSF 800 I to 9000ft. I OOPSF 900 I to I OOOOft. Seismic design category: B Weathering probability for concrete: Severe Termite infestation probability: None to slight Wind speed: 90mph Decay probability: None to slight Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft. elevation. Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by Building Official. Ice shield under-layment required. Mean Annual temp.: Variable Insulation: Maximum glazing U factor: 0.50 Minimum R-Values: • Ceilings/roofs R values are: R-30 stick built structures. R-38 log construction and steel rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. • Floors R-values are R-19. • • • Basement wall R-values are R-10 befow grade, R-19 above grade. Slab perimeter R-value and depth is R- 10/36in. Crawl space wall R-values are R -10 below grade and R -19 above grade If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R-19 insulation. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. HYPERLINK "http://www.aspenglenhoa.com/aspenglenhoa/page.html" INCLUDE PICTURE "http://www .aspenglenhoa.com/h-o-a-home/upld _ fi les/hoa0078/ f0007 _homelogo.git" \* MERGEFORMA TINET June 28, 2007 Mr. Jeff Ellis PO Box 550 Carbondale, CO 81623 Aspen G/eu Homeowuer's Association Design Review Committee Re: Final Review D-1110299 Sweetgrass Dear Jeff, via email The DRC has completed final review of the Albala residence and provided a stamped approval on the submitted set of plans. Receipt of the Builder's Completion Deposit of $10,000 is hereby acknowledged. The CRAF check that was submitted should be amended to $5,102.08. Please provide that check to me within 7 days of receipt of this letter. The only DRC comments regarding the final submittal were related to fascia material and the entry monument. The street address will be added to the entry walls as discussed rather than provide a separate entry monument. The DRC is still curious about the material proposed for the fascia. Please provide an address of the structure that is using this material so the DRC can examine. A specific fascia material and color must be approved by DRC prior to installation. As discussed in the DRC meeting, the garage door material will be wood and stained the color of the exterior of the home, plywood is not allowed. The soffits will be tongue and grove wood. No plywood is allowed. Prior to construction it is required that the selected contractor meet with the DRC Administrator on site to review construction procedures, access and site tidiness items. Please be reminded that two inspections need to occur during construction of the residence. These are ultimately the responsibility of the owner and bear upon release of the Builder's Completion Deposit. Please contact the DRC Administrator at (970) 963-3362, upon completion of the dry-in phase of construction and for a final site inspection by the DRC. Details of these procedures are contained in the Design Review application packet. Failure to call for any ofthese inspections will result in $1000 per violation which will be deducted from the Builder's Completion Deposit. It will be necessary for the builder to arrange reviews in accordance with the DRC's scheduled sessions. Please keep in mind that a copy of your approved plans is kept on file for periodic review by the Design Review Committee to assure compliance with your approved plans. Any anticipated changes from your approved plans must be submitted to, reviewed by and receive approval from the Design Review Committee prior to making any changes. Failure to do so may require an additional DRC fee for additional review of amended plans as well as the requirement to coiTect changes that are inconsistent with approved plans. The DRC fee of $3,500 covers 5 hours of review which includes preliminary and final reviews as well as the pre-constmction meeting, dry-in inspection and final inspections and DRC administrative work. If for some reason the review process exceeds 5 hours an additional fee will be charged at a rate of $700 per hour. Sincerely, Leslie Lamont Aspen Glen DRC Administrator cc: Harold Leonard Christie Jensen DRC Files PAGE 0080 Bald Eagle Way Carbondale. CO 81623 Tel: (970) 963-3362 Email:llamont@sopris.net Regards: Page PAGE 1 of NUMPAGES 2 Dated: 0545 Bald Eagle Way Carbondale, CO 81623 Tel: (970) 963-3362 Fax: (970) 704-9871 Email: rex.aspenglen.hoa@earthlink.net <:i<!id>tech HEPWORTH-PAWLAK GEOTECHNICAL May 31, 2007 Rock Leonard 580 Main Street Carbondale, Colorado 81623 Hepworth, Pawlak Geotechnical, Inc. 5020 County Road !54 Glenwood Springs, Colorado 81601 Phoneo 970-945-7988 Faxo 970-945-8454 email: hpgeo@hpgeotech.com Job No.I 07 0373 Subject: Subsoil Study for Foundation Design, Proposed Residential Duplex, Lot D II, Aspen Glen, Garfield County, Colorado Dear Mr. Leonard: 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 May 14, 2007 _ The data obtained and our recommendations based on the proposed constmction and subsurface conditions encountered are presented in this report. Chen-Northern, Inc. (1991 and 1993) previously conducted preliminary geotechnical engineering studies for the subdivision development and preliminary plat design. Proposed Construction: The proposed duplex will be two story wood frame construction above a basement with attached garages and located on the site as shown on Figure 1. Basement and garage floors will be slab-on-grade. Cut depths are expected to range between about 3 to 10 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The property is vacant of structures and minor site grading may have occurred during subdivision development. Vegetation consists of sparse grass and weeds. The ground surface is relatively flat with a slight slope down to the southwest at a grade of about 3 percent. Subsidence Potential: The Aspen Glen Subdivision is underlain by Pennsylvania Age Eagle Valley Evaporite bedrock. The evaporite contains gypsum deposits. Dissolution of the gypsum under certain conditions can cause sinkholes to develop and can produce areas of localized subsidence. During previous studies in the area, several broad subsidence areas and smaller size sinkhole areas were observed scattered throughout the Aspen Glen development, predominantly on the east side of the Roaring Fork River (Chen-Northern, Inc., 1993). A broad depression was mapped about 1,500 feet west of the subject lot and a sinkhole was mapped 2,000 feet west of the subject lot. Sinkholes Parker 303-841-7119 ° Colorado Springs 719-633-5562 o Silverthorne 970-468-1989 -2- were not observed in the immediate area of the subject lot. Based on our present knowledge of the site, it cannot be said for certain that sinkholes will not develop. In our opinion, the risk of ground subsidence at Lot D 11 is low and similar to other lots in the area but the owner should be aware of the potential for sinkhole development. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits at the approximate locations shown on Figure I. The logs of the pits are presented on Figure 2. The subsoils encountered, below about 6 inches of topsoil, consist of sandy clayey silt to the maximum depth explored of 11 Y, feet. Results of swell-consolidation testing performed on relatively undisturbed samples of sandy clayey silt, presented on Figure 3, indicate low compressibility under existing moisture conditions and light loading and a low collapse potential when wetted. The samples showed moderate to high compressibility under additional loading after wetting. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 1,500 psffor support of the proposed duplex. The soils tend to compress after wetting and there could be some post-construction foundation settlement. Footings should be a minimum width of 18 inches for continuous walls and 2 feet for columns. Loose and disturbed soils and existing fill encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for the on-site soil as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab-on-grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free-draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation and topsoil. Job No.107 0373 ~tech - 3 - Underdrain System: Although free water was not encountered during our exploration, it has been our experience in the area that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below-grade construction, such as retaining walls 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 I% to a suitable gravity outlet, drywell or sump and pump. Free-draining granular material used in the underdrain system should contain Jess than 2% passing the No. 200 sieve, Jess than 50% passing the No. 4 sieve and have a maximum size of 2 inches. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the duplex has been completed: 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, 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 6 inches in the first I 0 feet in unpaved areas and a minimum slope of 3 inches in the first I 0 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation should be located at least I 0 feet from the building. Consideration should be given to the use of xeriscape to limit potential wetting of soils below the foundation caused by irrigation. 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 Job No.I 07 0373 ~tech -4- in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical 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: LEE/ksw attachments Figure I -Pits Figure 2 -Logs of Exploratory Pits Figure 3-Swell-Consolidation Test Results Job No.l07 0373 ~tech - 5 - REFERENCES Chen-Northern, Inc., 1991, Preliminary Geotechnical Engineering Study, Proposed Aspen Glen Development. Garfield County, Colorado, prepared for Aspen Glen Company, dated December 20, 1991, Job No.4 112 92. Chen-Northern, Inc., 1993, Geotechnical Engineering Study for Preliminary Plat Design, Aspen Glen Development, Garfield County, Colorado, prepared for Aspen Glen Company, dated May 28, 1993, Job No. 4 112 92. Job No.I07 0373 APPROXIMATE SCALE 1" = 30' LOT D 12 6075 I I I LOT D 10 ' 107 0373 \ \ \ \ I ~--~\------t--~~-~-1-4 I I I 1\ I I f\ 1 I I \ \ \ \ 1 1 PIT 1 I \ \ \• \ \ \\\ I \ \ \ ~ LOT 0" \ \\ \ \ \ 6075 \ 1-----,, \ '\,' \,\ \,\ ', UNITA '-\ I '',,,'--J-. \\ \\ c~&tech HepWorth-Pawlak Geotechnical ' -\ UNIT B '\. \ \ \ - I .I 1..-----' I PIT 2 I I I I I I I --! ALPENGLO \ \ \ \ \ \ \ \ \ j LOCATION OF EXPLORATORY PITS Figure 1 PIT 1 PIT2 ELEV. = 6072' ELEV. = 6072' 0 5 WC~4.3 oo~ag 1ii Q) lL .c Q_ Q) 0 wc~7.2 10 DD~95 -200~84 15 LEGEND: ~ TOPSOIL; organic sandy silt and clay, soft, moist, brown. ~ SILT (ML); clayey, sandy, medium stiff, slightly moist to moist, red. ~ 2" Diameter hand driven liner sample. NOTES: 1. Exploratory pits were excavated on May 16, 2007 with a Cat 416D backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 0 5 10 15 3. Elevations of exploratory pits were obtained by interpolation between contours shown on the site plan provided. 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 (%) DO = Dry Density (pel) -200 = Percent passing No. 200 sieve 107 0373 c~&tech He worth-Pawlok Geotechnical LOGS OF EXPLORATORY PITS Figure 2 1ii Q) lL .c Q_ Q) 0 ' Moisture Content = 7.2 percent Dry Density = 95 pel Sample of: Sandy Clayey Silt From: Pit 1 at 9 Feet 0 --1- 1 / Compression / upon 2 wetting * ~ c 0 'en </) 3 ~ 0. '\ E 0 0 4 \ 5 \ 6 0.1 1.0 10 100 APPLIED PRESSURE -ksf 0 Moisture Content 4.3 percent -1-Dry Density = 89 pel 1 Sample of: Sandy Clayey Silt ~ From: Pit 2 at 4 Feet 2 -----" \ / / 3 \ ...... ---Compression I--upon * 4 r-;..,etting c \ 0 ·c;; </) ~ 5 0. E \ 0 0 \ 6 \ 7 \ 8 0.1 1.0 10 100 APPLIED PRESSURE-ksf 107 0373 c~&tech SWELL-CONSOLIDATION TEST RESULTS Figure 3 HEPWORTH·PAWLAK GEOTECHNICAL Divi$ion of Registrations Colorado Tbt Olllciii51Ue w.b POitll ~oft•a ~ VI~ Division of Registrations Dtport'"""l ofRogula~ory Agencl4$ View Permit 651209 Requestor Site lm;pections Inspected Date Q3[Z7Q.OQ!j QSI2ll/2006 07!jSI2008 Electrical and Plumbing Permits Online Company Name: SHANE DAVID ELECTRIC COMPANY INC First Name: SHANE Lest Name: DAVID Address: 2241 DOLOR!:$ WAY 2241 DOLORES WAY Ctly: CARBONDALI: State: CO Zipcode: 81623 Phone: (970) 947-9413 Fax: (970) 947-9417 Email Address: sparky208v@aol.com License Number: 4727 Property Type: PRIVATE Property Owner: ROCK LENARD CONSTRUCTION Job Site Address: 299 SWEET GRASS UNIT B City: GLENWOOD SPRINGS State: CO Zipcode: 81601 County: GARFII:LD Power: HOLY CROSS· GLENWOOD SPRINGS Building Type: RESIDI:NTIAL Construction Type: NEW Mise Construction: RESIDENTIAL NEW Square Feel: 3800 Type Status FINAL ACCEPTED FINAL ACCEPTED PARTIAL ROUGH IN ACCEPTED Page I of2 https:/ /www.dora.state.co. uslpls/reallep _web _permitJUi.show _page?p _user _type"' ELECT... 4/2/2009 00/10 39\ld L 11>61>0LOL5 6e:so 6000/00/1>0 Division of Registrations Page 2 orz Status/Actions Parmi! Number: 6~12.09 Type: ELECTRICAL S1atus: CLOSED Opened: 07/16/2006 Expiration Date: 07/1612009 Closad: 03127/2009 Replaces: NONE Replaoed By: NONE • Questions? Check out th$ PefiMipns Page or Frequently Asked Oueafjons IFAQ). • Please take cur~ to tell us about your experience with the online permits site. Genera~d: 04/021.2009 0G;07 am. F!l4sral Hpma !>age II State Homa Pagg 11 Dapartmsm Home Pag1 TQII of Page J:'dvac;y Statement I Qjsdalrner t«d\nla' AaJ•tstlA· 5-mall !nfpqnatl!)n lKno.olooy Stctjgp E-Mail the Q!yi1jon of B!!Qiotratjpno 15SO Broadway, Suite 1500 Denver, CO 80202 {:!103) 8S4·296S-PtlallEI (a03) 894~2310-F;.1X RelAy Cdg£8dn lTT't {Engli:th & SpQr'liSh), Voi~, VCO. ASCII, ST:S As&iswnee Numb~f&) https://www.dora.state.co.us/pls/real/ep web _perrnit_gui.show _page?p user type:ELECT ... 4/212009 1:0/1:0 39\ld -- - Ltr5r0LOL5 56:s0· 600~/~0/rO COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone(970)945~212 Job located at _0-----=&J+-' +--->e~,....:...J+-~-·· ·-"' M?(==-+-''""~C/r::.J-;W"""-L---- Permit No. } 0 n D I ' • I have this day inspected this structure and these premises and found the following corrections needed: gf 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. ~~=-Mqggert & Associates, lnf. _2_t..!..!!£U!L.<!L ~-g i n~L ~ 580 Main Street, Suite 300 Carbondale, Colorado • 81623-2065 August 1, 2008 Rock Leonard Leonard Construction Company 580 Main Street, Suite 300 Carbondale CO 81623 Re: Double floor joist penetrations. Dear Rock: (970) 963-%43 • Fax (970) 963-0135 Win\' .MaggertEngi nee1·s.c 0111 Maggert and Associates, Inc. is the engineer of record for the above stated project. We understand that the building department would like a letter regarding a section of floor framing in Unit A. The section in question is located in the upper floor framing and extends into the great room. Two Trust Joist 14 inch TJI 210 floor joist were added to the drawings provided by Maggert and Associates, Inc. to accommodate mechanical equipment. Sever al penetration are present but the .members are adequate to support the code applied loads. If there are any additional questions or concerns regarding this matter or project please call or e-mail. Sincerely, Matthew Monger matt@maggerte ngineer s .com Reviewed By: Tom D. Jizba, P.E. tom@maggerte ngineer s.com ";OUNTY OF GARFIELD-BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 0297.19 g~ PermitNo. ____ ~/~0~~~~~~-------------------------- I have this day inspected this structure and these premises and found the following corrections needed: ;;;.;z :A' ,. 2? 5 <( p( 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 7~ ;:1.. 8-og" 20 ______ __ Building Inspector ~~ 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 Q;:z_ 2'7 h' 1-/:S, ?Lz~c..~~ Permit No. 108'01 1/0f[o;;J.... • I have this day inspected this structure and these premises and found the following corrections needed: )(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 correclion(s) have been made, call for inspection at 970-384-5003. Date {f"-/J-c ~ 20~-- Building Inspector --;2/ff:ff-;:Z/.-<.c:.d ..... ,._ Cl 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 .:§~--~tj~:.:Z~'?7[2_,~~~~~~----- Permit No. IC?;rol I have this day inspected this structure and these premises and found the following corrections needed: J¥.ca11 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. 20?-~= Building Inspector ~~ Phone (970) 945-8212 COUN";Y OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at om ~.4 ~ PermitNo.+;~o~gLo~f __________________________ __ I have this day inspected this structure and these premises and found the following corrections needed: )(call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date tf-1/-0 8' 20 ~------c;~- Building Inspector ~~ Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at CZJZ 99 73 Sw.e/C/ &£'A .55 Permit No. ./o 8 <:? "Z... I have this day inspected this structure and these premises and found the following corrections needed: ~\ ---;$'17~-;c:;;:,~-;;;;-1?1;-:-;/C,--::::;;-::-:;;::.--v:;r::::::--:ffi7'1Z'.-:-:a?.---=--~----=;o=-,8,-=-;z:-;/i6-----;~,-----'LA-~D II L!£AK od t<.JAZ£1? /IJA/A/, .5£1/.CJ'CR!: .5/Nl< &L.~ ~ 70 rP4'AiDA770.!1/' AT 5/ t.. (_ CocK. /¥££12 fbs;T/v';e P;(AtA!Av-;z: dw~Y r.l!oer LDC/d/JA71od-tU/NOot.J ~ tV IE t-C-R..o .::>12/ N &- ?c:ll 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 -:7 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 0 Z;7'9 7i .5WA!:C.L GRASs Permit No. /t:?Sc:r<: __ I have this day inspected this structure and these \ premises and found the following corrections needed: \:\ ;t_.cP ~lft'Jo_p:::; orcz./1/A~ ~G£"C. /A/.sl? £etAffi&-A£?17/(.£55 ____12?r.ft:=D .. .s?Ccq« /i?o1/ccZ7J/f£ Sft.e V;z: GA5 "\ L/A(~ e.N'i'iZ:Ie'I.A/G-HRCeLAC/L. ,,V& c.C.rCAI(~c:z: 70" ..s#t~Le?rr \_ 6=-A.S" V.q Z-1//L-A r 9:7 Y£ ;e. '\_do CC>L-.1? t<JAI£-t< WS74 ;f(s S/P.A::'. \ ALL z;ii/;:z--s-,.,t/F£12 .5£AL ED_ ..5/.!'"A.L CgAcKS /.Af"" ...s.A'owtefi:...S. , gAS/~ 7ii/c;rL' LCAK.5;., ' a.J..flt.L.s _:sq-/?/';u~_u/1/&-t?As£/?fL".Nr s #/££0 .:s/l~eTI< (f)c, -cov'.e:_~ Call for Re-lnspection , Sz?'loff .PLZR;c?OI( 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 3-z.. 7 20 6) 'T Building Inspector :-::----'cZ';r':;,.,;;"":,>::I>::I:____AU::t:,.L~~.:::-Z.~=~...-=:::::::=o_-- Phone (970) 945-8212 /""'""' t;OUI\JTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at -----t.-'~=2LY7~z'----!:.::_#-'-~_.!· /{!:....· L__ _________ _ PermitNo.~/u~~~~~~~~~------------------------------ I have this day inspected this structure and these premises and found the following corrections needed: )(call for Re-lnspection D $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 ~~ 20 ___ _ ''-ling Inspector _-~.I_,..._LI~£.__.~o~7"------------- -, Q45-8212 Assessor's Parcel No. ~~Cj}~(j..,\-~-\)\ \ Date \~-()~ BUILDING PERMIT CARD -('\d.Clt~ -~ 1-~ -\I Soils Test --,------:::-----:-::--,-- Footing t-ls-=c=~~/l (}/< Foundation /-;2.1!_~(}?;~ Grout -------,..,.....,-:::----r-r- Underground Plumbing 'g# 1!\-05 fl/7 Rough Plumbing 6-11--ct< ?PI'-U Framing Z-.31~81Pk'P ~~ Insulation 8-2-tF8?Pf2- Roofing---=--=:--:~---:;,------- Drywall J'·/2-oS~ .. Gas Piping 7J=;gg.,aB ~ ~-~/~! J-~?-Ofi~ ~~~~ Weatherproofing _________ _ Mechanical ___________ _ Electrical Rough (State) _...,.~'--r'/'------- Eiectrical Final (State)_--";.,._L:_ _____ _ ¥ Finai/Nt(-oB" /Checkli~t_CQrppjeted? __ _ Certificate Occu P.ancy # ~(.[):<-'/7-U--'UJT-7----r=~"""'"-- Date 7 SSJAflif I 1-/Cj ::08 Septic System # --'-U.:...\ ..... Y£:=..__ ______ '-- Date __________ _ Final __________ _ Other-------------- NOTES (continue on back) EXTERIOR C()( (l Addr~No. ________ ~~--~~-4~---------- Drainage -----------------=...._.=..,.........,,_... __ __ Decks-support & clearance to wood "''""""'r->..C...----- Decks-stairs & rails ------------'-"-'-''iie-'-t------- Exterio~ locks _______ _;_ ______ _.;o...a.:;,.y __ Flashing around doors & windows --------'7"'----- lnsect screens-------------------...<:::::....------- INTERIOR GARAGE 0\ I Fire wall separation ___ ...:{.;:..._\__._/ <.__--='-=-r-------- Service doors-Hil'" min. _______ "&~\,__(""------- Door (20 min.) w/auto closer-1%'" mini •! Mech. equip. 18'" above floor _____ "-[\'-(--~-'-"~------ No opening into sleeping area ________________ _ BASEMENT-CRAWL~~~ Access ______________ ~_,--------------- lnsulation -------------"1'<:---lt----------- Headroom/Stairs __________ -=---,--------- Ventilation -----------------b"'--1-~~------- FINAL CHECKLIST MECHANICAL ROOM STAIRWAYS . ()\ 1. Boiler Headroom (6"6'') ___ U::._. (~bH'------------- :: :;:, CJ1 """~ [}, ::,""' '"112 ' ( ~~::~a~=~n ~ JC =l;r~ !~ ~;;;:~~ ~ /,_ Air con. system Clearance above grill --'"i-i-[-:------------ Hot water heater Exhaust fan J {\.. Combustion air __ .LJ"'-':A-+T"-...::...-'------ Gas piping, val~ LPG Drain --+--'--'-"'------------ ~::~;~~E~=:~u::bles_,D"'-'\'-"---- Termination of chimneyh) Combustion air ~ ~ Hearth (12'" or 20'" on sides) ----------- Glass doors-------------------- Certified by: __________________ __ REMARKS Broiler exhaust (1 hr. chase)--------------- BEDROOMS / Egress _______ ~----~/~------------------ Smoke detector ____ / __________________ __ BATHROOMS . / Exhaust fan ------=V ______________ _ Shatterproof glass _____________ _ OTHER INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS :/t......v...;_..- BUILDI .... G PERMIT r~c-~~-~~-" ~:(./civ..-·--....-.., -f,, (---' GAQFIELD COUNTY, COLORADO c<'\Lf l ('>. •. . C ;; f C.\·.,. r ·. "r •· t. I(, ... ,· , Date Issued ... ~.< ......... : .......... Zoned Area ............................... Permit No ..... : .... ! ... : .... ::. .......... . AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the Co~ilding Iipecto~ and IMMEDIATELY BECOME NULL AND VOID . .-- Us\ f\\'r-'t\ ~t ~V\ llb; ~ \u ~\\ Address or Legal Descriptio \~ 'P. 'E- Owner lr\trm\.d 11 f('>W1ltl Contractor ltctJtoVK~trl f~IJ\-z\; ~IM? Side Sjde Rear so It Is Plainly VIsible From The Street Until Final Inspection. i-Footing ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD J " ('-., oate -v.' -t. sy 'F.,brmcm IF PLACED OUTSIDE-COVER WITH CLEAR PLASTIC Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information Ass~ssorffreaS\lfGI !'t·QpertY .S.C.ilrc;h I Assessor Subset Que_ry I Assessox..Sales Search Clerk&Rec:ord>TRec.:eptiQn_Seareb Bas_iLiillii.Jiing_Characteristics I Tax Information Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I TaxArea II I o83 II Account Number II Parcel Number II Mill Levy I R830055 II 239320404011 II 67.214 I Owner Name and Mailing Address ILEONARD, HAROLD A I 1580 MAIN STREET I lcARBONDALE, CO 81623 I Legal Description ISECT,TWN,RNG:29-7-88 SUB:ASPEN GLEN IFLG 1 LOT:D-11 PRE:Rlll395 BK:0921 IPG:0661 BK:0918 PG:0408 BK:0904 IPG:0724 BK:0846 PG:0615 BK:0835 IPG:0305 BK:0779 PG:0484 BK:0703 IPG:Ol21 BK:l838 PG:0299 IRECPT:705840 BK: 1838 PG:0298 IRECPT:705839 BK: 1054 PG:0673 IRECPT:520734 BK: 1025 PG:0490 I IRECPT:510755 BK:0936 PG:0518 I Location I Physical Address: llcARBONDALE I I Subdivision: IIASPEN GLEN FLG 1 I I Land Acres: 110.766 I II http://www.garcoact.com/assessor/parcel.asp?ParceiNumber=239320404011 11114/2007 Parcel Detail Page 2 of3 I Land Sq Ft: [lo II I Section II Township II Range I I 29 [I 7 I[ 88 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: m,ooo[[ 39,150[ I Improvements: o[[ o[ I Total: 135,000[[ 39,150[ Sale Date: [[813112006 Sale Price: [[ 134,900 Basic Building Characteristics Number of Residential lo I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information Tax Year I Transaction Type Amount I 2006 Interest Payment ($163.73)[ 2006 Interest Charge $163.73[ 2006 I Tax Payment: Whole ($2,339.04)[ 2006 II Fee Payment ($27.30)[ 2006 II Fee Charge $27.30[ 2006 Tax Amount $2,339.04[ 2005 Tax Payment: Second Half ($1 ,174.29)[ 2005 Tax Payment: First Half I ($1,174.29)[ 2005 Tax Amount $2,348.58[ 2004 Tax Payment: Second Half ($1 ,299 .56)[ 2004 Tax Payment: First Half ($1 ,299 .56)[ 2004 Tax Amount $2,599.12[ 2003 Tax Payment: Second Half ($1,104.43)[ 2003 Tax Payment: First Half ($1,104.43)[ http://www. garcoact.com/ assessor/parcel.asp ?ParcelN umber=239 3 204040 11 11114/2007 Parcel Detail 2003 II Tax Amount II $2,208.861 2002 II Tax Payment: Second Half II ($1,344.46)1 2002 II Tax Payment: First Half II ($1 ,344.46)1 2002 I Tax Amount II $2,688.921 2001 Tax Payment: Second Half II ($1 ,351.41)1 2001 Tax Payment: First Half I ($1,351.41)1 2001 Tax Amount $2,702.821 2000 Tax Payment: Second Half ($1,705.43)1 I 2000 Tax Payment: First Half ($1,705.43)1 I 2000 Tax Amount $3,410.861 I 1999 Tax Payment: Second Half ($1,725.23)1 I 1999 I Tax Payment: First Half ($1,725.23)1 I 1999 II Tax Amount $3,450.461 Top of Page Ass.essor !)atabaseSearch .. Opti.om I Tre<islll'~rPalAbase.Se.ilrch .. Options Clerk & Recorder Database Search Options Qgrt)e]d Co)lnty J::lome Page Page 3 of 3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www. garcoact. com/ assessor/parcel.asp ?Parce!Number=239 3 204040 11 11114/2007