Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Application - Permit
Garfield County No. 10806 Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 JobAddress: D(D3 ~ ~~~ c;oJ'/bof Locality: ~ #-;2!5'5-]Cf/-/(p -o/J ;flyr /3 1o-z_v. J.u;:,J.e.A.~ UseofBuil~ing: S{f~ M ~ ~~~ L/ ~ _,_fl~ wf .,"'~ ., ~- owner: c:L-Q .. ug.4\hzt'r ~ ~ Contractor: [T'! ~ < Amount of Permit: 9 '?S,/7 Date: (! ~= S, /)07) 1( ' I Clerk: ~~ • ' •' 4 5 6 8 9 10 11 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8th Street, Suite 401, Gl enwood Springs, Co 8 1601 Phone: 970 -945 -82 12 I Fax: 970 -3 84-3470 I Inspection Line: 970-384-5003 www.garfield-coun ty.com Owners valuation NOTICE ~· This applicatioo for a Building Penni! must be signed by the Owner of the property, described above, or., lllJihoriwd agent If tho signaiUrc below is oot that of the Owner, a separate letter of authority, signed by the Owner, must be provided with this Application. Legal A!?U!f, A Building Penni! cannot be issued without proof ofJesalond adequate ocass to the property £c. purposes of inspections by the Buildiog Depmtmeot Qther Permits. Multiple separatcpcnnits may be requinld: (I) Stale Electrical Pcrmt, (2) County ISDS Permit, (3) aoother permit required for usc on the~ identified above, e.g. State or ' Couoty Highway/ Road Access or a State Wastewater Discllarge Permit Void Pe nni!. A Building Pennit becomes null and void if the work authorized is not commenced within 180 days of the date ofiSSDIIICC and if work is suspcmdcd or abendoned for a period of 180 days after c:on:tJ))CIK:CDI. CERTIFICATION ·J hereby ecrtify that I have read this Applicatioo and that the informatioo contained above is true and c:oncct. Iuodcrslaod that the Building Department acccpCs the Application, aloog with the plans and specifications and other data submitted by me or oo my behalf(submittals), bucd upon my ecrtificatioo as to accwacy. Assuming completeness of the submittals and approval of this Application, a Building Penni ! will be issoed granting pc:nnissiooto me, as Owner, to construct the structurc(s) and facilities dctailed on th e submittals reviewed by the Building Depertmcnt In considcntion o f the issuance ofthcDuildiug Penni~ I agree that I aod my agents will oowply with provisions ofauy federal, Slak: OJ lucal law n::gulllling the wori< md the Gariidd County Building Code, ISDS regulations and epplicabl e land ose rcgulatioos (County Rcgulation(s)). I ..:knowledge tbat the Buildiog Permit may be suspended or revoked, upon ootia: &om the County, if the localioo, construction or usc of the structurc(s) ond facility(ies). described above, are 1101 in ccmpliance with County Rcgulatioo(s) or any Olbcr applicable law. I hereby 8J1111I permission to the Building Department to enter the propaty, dcscn'bed above, to inspect the work. I further aclrnowledge that the isswmoe of the Boilding Penni! docs oot ~cot the Building Official from: (I} rcquiri.og the correction oferroB in thesobmitllls, if any, disoovered aftt:r issoanec; or(2) stoppingc:castroction or IISC of the structw'c(s)or fliCility(ics) if such is in violatioo ofCouoty Regnlatioo(s) or any other applicable law. Revi ew of this Application, including submittals, md inspections of the work by the Building Depertmmt do not CODSiitutc an aocq>taoa: ofrespoostl>ility or liability by the County of arors, omissions or discrq>aneies. As the Owner, I aclmowlcdge that n:sponsibility for compliance with fcdcral, slate and local laws and County Regulalions n:st with me ond my llllhorized agents, including without l.imit>dion my architect designer, mgincer and/ or builder. I HEREBY ACKNOWLEDGE TIJA T I HAVE READ AND UNDERSTAND THE NOTICE lk. CERTIJ11CA TION ABOVE: 7 STAFF USE ONLY Special C onditions: Adjusted Valua tio n : ?-7 ro '1 r ? "0 Pla n Check Fee: ~q 0 "Z-1- Ma nu hom e Fee: Mise Fees: ISDSFee: Fees Pa id: Balance Due: \~4b •~L 62 g'l.J Setbacks: OCC Group: Coast T ype: BLDG DEPT: PLNGDEFT: -o~ DATE AP The following items are required by Garfield County for a final Inspection: 1) A fmal Electrical Inspection from the Colorado State Electrical Inspector . 2) Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road . . 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessary plumbing. · 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails . Balconies and decks over 30" hlgh must be constructed to all me and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A fmal inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign offby the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED . OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. OWNERS SIGNATURE DATlt 7 Bapplicationseptember2007 PLAN REVIEW CHECKLIST B uild in g ~ngineered Foundation ~Driveway Permit f:. >' + ~../" Surveyed Site Plan -~~~ ~Septic Permit and Setback ~Grade/Topography 30% d Attach Residential Plan Review Li st _L.tvrinimum Application Questionnai re ~Subdivision Plat Notes r+z..~yre Department Review ~ aluation D eterminati on/Fees __ Red Line Plans/Stamps/Sticker ~Attach Conditions -----l.L_App lication Signed -.JPian Reviewer To Sign Application ~arcel/Schedule No . ~ 40# Snowload Letter-Manf. Hms. v ~p-t.L ~ GENERAL NOTES: ' Date __ ).__----'-2_----'o=-4l'a'----- P la nning/Zoning ~Property Line Setbacks _____LL3 0ft Str eam Setbacks ---t;;-Ylood Plain ~uilding Hei ght V'1:oning Sign-off ~Road Imp act Fees _6'oAJDRC Approval V Grade/Topography 40% ~Planning Issues ~ubdivi sion Plat Notes VALUATION FEE DETERMINATION Leuenberger 0069 9 1 I Mjdla Subdivision I Spa: 0/03 ~""6~ c+. Lot/Block Four Mile R...r-r1o 13 Applicant Address Date ..:l:..:/2::;/2::;0:..:0c::8 ___________ Contractor Owner Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Garage: Valuation Crawl Space Valuation Decks/ Patios Valuation Valuation Covered Open Type of Construction: Occupancy: Valuation Total Valuation 1727 sf 1053 sf sf sf X $74.68 2780 sf 1125 sf X $41.00 sf X $33.68 708 sf X $18.00 602 sf X $9.00 207,610.40 46,125.00 12,744.00 5,418.00 120 sf X 140 sf X $24.00 : )<i/81>. Commercial sf X sf X sf X sf X sf X sf X $12.00 ~ 4,560.00 0.00 276,457.40 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 co~struction 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 1 decks, balcony , steps, hand rails and guard rails, windows and doors , including the fini sh grade lin e and original grade . A section showing in detail , from the bottom of the footing to th e top of the roof, including re-bar, anchor bolts , pressure treated plates. floor joists, wall studs and spacing, insulation, sheeting , house-rap, (which is required), siding or any approved building material. Engineered foundations p1ay b e r equired. A window schedule. A door schedule. A floor framing plan, a roof 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 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 b e incompliance with the 2003 IRC. l. Is a site plan included that identifies the location of the proposed struc ture or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a E!_ev iously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and-have the surveyor's s ignature and professional stamp on the drawing. Any structure to be built within a building envelope of a lo t 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 lo cated within the envelope. Yes~ 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks do apply. Yes ye.~ 3. Does the site plan include when app li ca ble the location of the I.S.D.S . (Individual Sewage Disposa l System) and the di stances to the property lines , wells (on subject property and adjacent properties), stream·s or water courses? Yes )/.ft . 4. Does the site plan indicate th e location and direction of the County or private road accessing the property? 2 6. 7. 8. 9 . ] 0 . 11. 12 . ] 4 . y es __ )+''e"s..,L__ Are you aware that pri or to submittal of a building permit appli cati on you are r eq uired to show proof of a dri veway access permit or obtain a st atement from the Garfield County Road & Bridge Department stating one i s n ot n ecessary? You can contact th e Road & Bridge Department at 62 5 -8601. ;L ~,...,--. ~ Yes VeS -'-/ 1111 ~ 'vv ~~ exel"t!flt:= I . D o th e plans include a foundation plan indicating the size, locati on and spacing of all reinforcing steel in accordance with th e IRC or per stamped en g ineered desi gn? Yes yes· D o the plans indicate the location a nd s ize of v entilati on ope nings for unde r fl o or crawl sp aces and the cleara n ces re quire d between wood and earth? Yes yes· Do th e plans indicate the size and location o f ventilation op enin gs for the attic, roo f j oi st sp aces and soffits? Yes yes Do th e plans in c lude des ign loads as required by Garfield County for roof snow l oads, (a minimum of 40 pounds p er square foo t up to & in cluding 7,000 feet above sea level), floor loads and w ind loads? y es __ /-'<i/'-'-e"""'~::....__- Does th e plan inc lude a building section drawing indicating foun dation , wall , fl oor. and roof construction ? Yes yo Does the building section drawing include size and spacing of fl oor joists, wall studs, c e iling joists, roof rafters or joists or trusses? Yes ye5 Does the building section drawing or oth er detail includ e the method of pos iti ve connection of all columns and b eam s? Y es lleL I Does the elevation plan indi cate the height of the building or proposed additi on fro m th e undisturbed grade to the midpo int between the ridge and eave of a gable or sh ed roof or th e top of a flat roof? (Building h eight m easurement usually not to exceed 25 feet) Yes ye,s-. · Does the plan include a ny stove or zero clearance fir ep lace planned for in sta lla ti on including 3 make and model and Colorado Phase II certificatiSJ_ns or phase II1EP A certification? 1 Yes No IJo -G:,s -hiepae to !X: dei£.nn,Jd lc:rt:r. 15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No !/o 16. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRCry Yes 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 yes 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 0 Yes yes No _____ _ 19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes \1 e !> No ____ _ } 20. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants" Yes ye-5 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 bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantial modification of the plans. Yes yes No _____ _ 22. Will this be the only residential structure on the parcel? Yes \k'S No Uno-Explain: _____ _ I 23. Have two (2) complete sets of construction drawings been submitted with the application? Yes \J.PS I 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 yes No ____ _ Have you designed or had this plan designed while considering building a.nd other construction code requirements? Yes \/t-5 No ____ _ I Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes 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 yeS No ____ _ Do you understand that approval for design and/or construction changes are required prior to the apP,lication of these changes? Yes yes 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 "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes yes No ____ _ 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 \./f.$" No ____ -'- / 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 yes No ____ _ 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 occupa\% of the building? Yes ~5 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 project must comply with the IRC? Yes 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 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 permit application? Your attention in this is appreciated. Yes yes No ______ _ 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes 'Ve5 No (please check with the building department about tl/is 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 \/e.S 1 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 \/c5 I I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Jyid ,J_;,MMf, Signature of Owner Date Phone: ?/Of-Jf/3 ·-7805' (days); 1fBJ-970 -· 9/.f(>. 7t78(evenings) Project Name: ___ ..,L,..e._"'"t"".<e'-'-"o""~c,~~"'::>.L,..-:__ __ mL· .~..:V."""'r&,S:..,«:_~~---------- Project Address: /of:. #!3 I I 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. ' --')()p§p 7001 to 8000ft. 75PSF 8001 to 9000ft. I OOPSF 9001 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 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 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. ordan Architecture Inc. February 7, 2008 Garfield County Building Department Attn: Matt Provost .Re: Todd Leuenberger Lot 13, Four Mile Ranch Garfield County, Colorado ~fS..c7f78 . Matt, The following changes were made in the field and were approved by JAI prior to ins.(Jection. The changes are as follows: 1) Detail 7 at the garage on sheet S2.0wasmislabeled and this section actually corresponds with Detail 4 on sheet S 1.0 2) The reinforcement shown in Detail 7 in the footing step has been revised to actually occur within the foundation wall. The foundation walls will be tied together with 2 #5 bars at the top and bottom of the wall along with #5 bars running horizontally at 18" o.c. and 2 #5 bars diagonally at a 45 degree angle from top to bottom where the two walls meet. . These changes have been reviewed and approved by JAI. Respectfully Submitted, ·. . · ~2.·;?- Brad Jordan, AlA Principal Architect 410 20th Street, Suite 204 • P. 0. Box 1031 • Glenwood Springs, Colorado 81602 • Phone: 970-947-1837 • Fax: 970-947-0425 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone(970)945-8212 Job located at 0/0:3 SC/#/(IS/C C/,.. Permit No. _1_6_,&,__·_,8"'~8=--:~=----------- I have this day inspected this structure and these premises and found the following corrections needed: 0 Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date -Z<?' COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Permit No. /t:?8 Cce I have this day inspected this structure and these premises and found the following corrections needed: , /1/L::XT 775 rA77o /)&?ol$. ~-&.& .s7A;£. ;f;s& V4-. /ifA/<1£ .Se-1/(;z_ ?JAc'L C/MAI'/1/JC:LS AK/Z la"'C"iiilfo~-R.e-lnspection / /r/ s C-!'L/1?7£; e 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 c;?--z.. ~ 20 0 ~ Building Inspector---:-~/( ~ 7 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 t2/ o 3 5i;-a}J?js e C/- Permit No. /CJ &' tf?0 I have this day inspected this structure and these premises and found the following corrections needed: tiAJ /.7££ Mot!AJlJ fl"ttpt/3/ ;;G- CJ!C." 2/7'11ro I./A L K~tiGi(--/;(;/ 0 Call for Re-Jnspection 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'"---~~.,-,t-20 _,.____,L__ __ Building Inspector -~~~~::k:'------'cd:::d::::~~':::::-::o,-,_ 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/03 $~ e, Cz..w,.;:t- Permit No. /O 30 6 I have this day inspected this structure and these premises and found the following corrections needed: 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. Date 2-2-o 8 20-r--=:o------- Building Inspector ~~ Phone (970) 945-8212 ;ogoro No·-.--f•~~--~----Assessor's Parcel No. d._ ( 2S -]lfl-1 C:.-0 v; Date I /2/ ().oog l 1 BUILDING PERMIT CARD JobAdd~.l.L~ ~~ Qg/t..o/ llrf(! ffl,.AM~ Owner 1 ~ . AddressOOI.o~ ~./)1t>~~~:1t, Cf<..f s--') 1/8 Contractoreb).J'):U.A._.... Addres~ a... ~ Phone #ifo/ ·l.flg-18'D~ Setbacks: F._ront Rear RH LH _________ Zoning ________ _ S(f-(JV\ ~ ~<!-~INSPECTIONS Soils Test~~ ()..'> {f¢ QS -f~·~ Weatherproofing __ _L<1-_-_:3=-.:l=--)-....:O:...fL_7""7-.:cw:__ Footing Mechanical ________ --c:::--=--=---:-:=---- Foundation #. ·lfi'". 08"9W-Electrical Rough (State) cz.-Z.. "3. -CJ3 Grout Electrical Final (State) 1-::> 0 -o? Underground _Plumbing G-IZ-o8 .~tu. Fina.l '(f-Zt?· <29/ChecklisncompJeted? ~?(). Rough Plumb:ng "!-Z..P~~F06V. Cert1f1cate Occupancy# (Jla{f'::J.. Framing 'i· :U. • o8~ Date __ 77~--------------- lnsulation /0--.3 .4!% W. Septic System #-'-N=+-1 &=----------------- Roofing ~-:;o-0 ~~ Date 1 Drywall /~ \0 ~ 09\ . Final--------------------. - Gas Piping~ '2.f -oiiij Otherd.J•ve~ = _<;;LJ;,Q. ~£ NOTES (continue on back) INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued . ././.S../~()._~~ed Area ......•••....................•• Permit No ... /98..Q.f.. ....... . ,.. t• AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Contractor ()W~fC Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footingg~.To~ L. tl .,L-, Driveway Foundation "'·!57 03~ Underground Plumbing.}-/7-o& ¢~ Insulation /D' I o · 0 oi\1l11 ~~ Rough Plumbing '7-z~-c?S Drywall /{;'-3 -c78 <:::/i-t/ 5:...J Chimney & Vent 9-'lt.. ·oo ;.Qw--Electric Final (by State Insp~ ;fF '/.rf//or Gas Piping 9'-Z</--d?' Final 4---:3 0-(J '? 7(«/. Electric Rough (By State Insp . .no// ~ Septic Final Framing'f'h.C~PO.P "1· U-c6 AIM.-Notes: (To include Roof in place and Windows and Doors installed). 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 Call384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD oateVH/o8 ey 't·~··-"-""' C( IF PLACED 0 SIDE-COVE;~TH CLEAR PLASTIC . ® Engineering, Inc. CIVIL/GEOl"ECHNICAL SOIL AND FOUNDATION INVESTIGATION FORA PROPOSED RESIDENCE LOT 13, FOUR MILE RANCH 132 SUNRISE COlJRT GARFIELD COUNTY, COLORADO PROJECT NO. 06130 SEPTEMBER 28, 2006 PREPARED FOR: MR. CLAY REICHERT P.O. BO'X 1598 GYPSUM, CO 81637 P.O. Box 2837, Edwards, CO 81632, (970) 926·9088 Tel, (970) 926·9089 Fax 07/27/2007 06:51 97038424000 MARYWEAVERREALTV TABLE OF CONTENTS EXECUTIVE SUMMARY ..................................................... 2 SCOPE OF STUDY ........................................................... 2 SITE DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 PROPOSED CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 FIELD INVESTIGATION ...................................................... 3 SUBSURFACE SOIL AND GROUNDWATER CONDITION ......................... 3 FOUNDATION RECOMMENDATIONS ......................................... 4 SLAB CONSTRUCTION ...................................................... 4 RETAINING WALLS .. . .. . .. .. .. . .. .. . . . .. . . .. . .. . . .. . . . .. . . . .. . . .. .. . . .. . . .. 5 UNDER DRAIN SYSTEM . . . . .. .. . .. . .. . . .. . . .. . .. . . . . .. . . .. .. .. . .. . .. . . . .. . .. 5 SITE GRADING AND DRAINAGE .. . .. . . . .. .. .. . .. . . .. . .. . . .. . .. .. .. . .. .. .. . . . 6 LAWN IRRIGATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 LIMITATION ............................................................... 7 FIGURES LOCATION SKETCH .......................................... DRAWING NO. I SUBSURFACE EXPLORATION LOGS ........................... FIGURE NO's 1-2 SWELUCONSOLIDATION ..................................... FIGURE NO.3 PERIMETER DRAIN .......................................... FIGURE NO. 4 LKP EngiMering, Inc. 07/27/2007 06:51 97038424000 MA~YW~AV~~~~ALIY EXECUTIVE SUMMARY The proposed residence should be supported with conventional type spread footings, designed for an allowable soil bearing pressure of 2000 psf. They should construct the footings on the undisturbed sandy clay. See Foundation Recommendations. SCOPE OF STUDY I..,.....,._ ._., This report presents the results of a subsurface Soil and Foundation Investigation for a proposed residence to be constructed on Lot 13, Four Mile Ranch, Garfield County, Colorado. The purpose of the subsurface soil and foundation investigation was to determine the engineering characteristics of the foundation soil and to provide recolJ)J)l.endations for the foundation design, grading, and drainage. SITE DESCRIPTION Lot 13 is a 2.046-acre lot, at 132 Sunrise Court, on the west side of the cul-de-sace, in the Four Mile Ranch Subdivision, Garfield County, Colorado. The topography of the site is moderate. Drainage is to the west and northwest. Vegetation consisted of wild grass and weeds. Lot I 3 is vacant. LKP Engineering, Inc. ~7/27/2007 05:51 97038424000 PROPOSED CONSTRUCTION We have assumed that the proposed reside!lce will consist of two stories, wood frame construction, with a concrete foundation. We antieipate loads to be light, typical of residential construction. 3 If the finalized plans differ significantly from the above understanding, they should notify us to reevaluate the recommendations of this report. FlEW INVESTIGATION The field investigation conducted on July 21, 2006, consisted of excavating, logging and sampling two test pits. Excavation of the test pits was done with a John Deere 27C, ZTS mini- trackhoe. The test pits' locations are shown on Drawing No. I. We show the soil profile of the test pits on the Subsurface Exploration Logs, Figure No's I and 2. Soil samples for laboratory soil analysis and observation were taken at selected intervals. SUBSURFACE SOIL AND GROUNDWATER CONDITION 1be soil profiles encountered in the two test pits were uniform. Both test pits had two feet of topsoil over three feet of brown, sandy clay over three feet of reddish brown, sandy clay with gypsum. Ground water was not encountered in either test pit. We sampled the soil in the test pits at random intervals. The soil samples were tested in our laboratory for natural moisture content, natural dry density, and swell/consolidation. The test results are shown on Figure No. 3. LKP Engineering, Inc. '17038424000 MARYWEAVERREALTY FOUNDATION RECOMMENDATIONS The proposed residence should be supported with conventional type spread footings, designed for a maximum allowable soil bearing pvessure of 2000 psf. The footings should be placed on the undisturbed sandy clay. We recommend a minimum width of 16 inches for the continuous footings and 2 feet for the isolated footing pads. Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 12 feet. We recommend a minimum of 48 inches of backfill cover for frost protection of the footing subsoils. The foundation excavation should be observed by the undersigned engineer co verify chat the soil conditions encountered during construction are as anticipated in this report. The foundation excavation should be free from excavation spoils, frost, organics and standing water. We recoro,mend proof-rolling of the foundation excavation. Soft spots detected during the proof-rolling, should be removed by overexcavation. Any overexcavation within the proposed foundation, should be backftlled, in 8 inches loose level lifts and compacted to I 00% of the maximum dry density and within 2 percent of the optimum moisture content as determined in a laboratory from a Standard ProctOl test (ASTM D-698). A structural fill, placed under footings should be tested by the engineer or her representatives on regular basis. SLAB CONSTRUCTION The natural on-site soils, exclusive oftopsoil and organics, are suitable to support lightly loaded slab-on-grade construction. The subgrade lfor the slab-on-grade construction should be proof compacted to detect and remove soft spots. They should backfill overexcavated soft spots and other underslab till with the on-site soil, free from topsoil and organics, or other suitable material. compacted to a minimum of 95 percent of the maximum standard Proctor density LKP Engineering, Inc. 4 ~7/27/2007 0b:Sl 97038424000 MARVWEAV~~~~A~IY (ASTM D-698). Suitable material should be free from topsoil, organics and rock fragments greater than 3 inches. 5 The concrete slab should be constructed over a 4-inch layer of clean gravel consisting of- 3/4 inch gravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the No. 200 sieve. They should reinforce the concrete slab-on-grade and score control joints according to the American Concrete Institute requirements and per the recommendations of the designer to reduce damage due to shrinkage. The concrete slab should be separated from the foundation walls and columns with expansion joints to allow for independent movement without c!Ul1;ing damage. RETAINING WALLS Foundation walls retaining earth and retaining structures that are laterally supported should be designed to resist an equivalent fluid density of 60 pcf for an "at-rest" condition. Laterally unrestrained structures, retaining the on-site earth, should be designed to resist an equivalent t1uid density of 40 pcf for the "active" case. The above design recommendations assume drained backfill conditions and a horizontal backfill surface. Surcharge loading due to adjacent structures, weight of temporary stored construction materials and equipment, inclined backfill and hydrostatic pressure due to undrained backfill should be incorporated in the design. They should try to prevent the buildup of hydrostatic pressure behind the retaining wall. UNDERDRAlN SYSTEM To reduce the risk of surface water infiltrating the foundation subsoil, we recommend installation of a foundation perimeter dr<li.p (see Figure No.4). The foundation perimeter drain should consist of a 4-inch diameter, perforated pipe, sloped to a suitable gravity outlet, or to a LKJ' Engineering, lnc. '3703842401313 MARVWEAVERREALIY sump pump location, at a \/4 inch per foot for flexible or at a 1/8 of an inch for rigid pipe. The drain pipe should be laid over a plastic liner glued to the foundation wall and covered with a minimum of 6 inches of -3/4-inch free-draining granular material. Geotextile (Mirafi I40N or equivalent) should be used to cover the free-draining gravel to prevent siltation and clogging of the drain. The backfill above the drain should be granular material to within 2 feet of the ground surface to prevent a buildup of hydrostatic pressur~. SITE GRADING AND DRAINAGE Grading plan was not available for our review. The following recommendations are general. Exterior backfill should be compacted at or near the optimum moisture content to at least 95% of the maximum standard Proctor density under pavement, sidewalk. and patio areas and to at least 90% of the maximum standard Proctor density under landscaped areas. They should use mechanical methods of compaction. Do not puddle the foundation excavation. The site surrounding the building structure should slope away from the building in all directions. A minimum of 12 inches in the first I 0 feet is recommended in unpaved areas, and three inches in the first 10 feet in paved areas. Tbe top of the granular foundation backfill should be covered with a minimum of I foot of relatively impervious fill to reduce the potential of surface water infiltrating the foundation subsoils. 6 Cut and fill surfaces should be graded at 2 to 1 (two horizontal to one vertical). A structural fill, constructed on slopes greater than 20% should have the site prepared to receive the fill by cutting benches into the slope. Surface water naturally draining toward the proposed building site should be diverted around and away from it by means of drainage swales or other approved methods. The roof drains and downspouts should extend and discharge beyond the limits of the back.fill. LKP Engineering, Inc. 07/27/2007 06:51 970"38424000 LA.WN IRRIGATION It is not recommended to introduce excess water to the foundation soils by installing sprinkler systems next to the building. The installation of the sprinkler heads should insure that the spray from the heads will not fall within 10 feet offoundation walls, porches or patio slabs. Lawn irrigation must be controlled. LIMITATION This report has been prepared according to locally accepted Professional Geotechnical Engineering standards for similar methods of testing and soil conditions at this time. There is no other warranty either expressed or implied. The findings and recommendations of this report are based on field exploration, laboratory testing of samples obtained at the specific locations shown on the Location Sketch, Drawing No.I and on assumptions stated in the report Soil conditions at other locations may vary, which may not become evident until the foundation excavation is completed. If soil or water conditions seem different from those described in this report we should be contacted immediately to reevaluate the recommendations of this report. This report has been prepared for the exclusive use of Mr. Clay Reichert, for the specific application to the proposed residence on Lot 13, Four Mile Ranch, Garfield County, Colorado. Sincerely, President LKP Engineering, Inc. 7 (17/27 r-/-2-00_7_0_6_: 5-1--9-70 384 2401~00:_ _____ :.M:A::_t<Y::W~t:.A:;V~t:.l<~t'<::t:.~AL::..:I_:Y ---~--~· :;;:n-::::-y·;;;:··~ LOT 11 -------------_... LOT 12 LOT .13 2.046-ACRES \ ttST PIT I 1 ~---- ~ NOT£: TE:ST PITS LOCATED BY PACING. e CMI.!GBOTBCIINICAL Engineering, Inc. P.O. BOll. 2837 £d•ord•. CO 81832 tel (970) 926-90&8 fox (870) U8-U089 -------- LOT 14 LOCATION SKETCH LOT f.J, FOUR II11.C RANCH IJ2 $UIIR/S£ CO<IRT GAM1€LIJ COUIITY. COLORADO SUNRISE COURT \ \ LOT 15 \ \ \ \ \ \ \ \ \ \ \ l'lfOZCT ""' 06f30 SCAJ.E: -1 .. c: 50' q?/27/2007 0~:51 970:18424000 MARYW~Avc~~c~LIY ' ............ ... ... DATE OBSER~D: JULY 21. 2006 Test Pit 1J 1 ELEVATION: s 5 y A D£PTH M 1.1 D£SCRIPnON OF MA TtRIAL LABORATORY R£MARKS F££T B p AND SAMPLE: LOCA nON TF:ST R£5UL TS 0 L IL £ -~ Topsoil - - -0 Brown, sandy cloy DD.,105.1 pcf IJC•B.O % -5 -Reddish brown, sandy clay with 1-~0 gjlOSUm DDn98.2 pcf IJC•12.1 :C -Bottom of Test Pit @ 8 feet No Ground Water -Encountered -10 - - 1- - -IS - 1-,_ - -20 - LEGEND: 0 -2-lnch 0.0. California LinM Sample • -Bulk Sample DD -Natural Dry Density (pcf) IJC -Noturo/ Moisture Content (:C) -200 -Percent Passing No. 200 S/e.,.. LL -Liquld Lim it PI -Plosticlty Index cw -. Ground water _,HQ, 061JO LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG _, 1 '37033424000 MARVWEAVERR~ALIY I..,._.._ DAre: OBSERVED: JULY 21. 2006 Te9t IPit II 2 ELEVATION: s s y A REMARKS DEPTH M M D£SCRIPnON OF MA Tf:RIAL LABORATORY f££T 8 p AND SAMPL£ LOCA nON Tf:ST R£SUL TS 0 L L £ -;1t Topsol'l ,- -Brown. sandy clay - -5 ~ -Reddish brown, sandy clay with -gyr;·sum -Bottom of Test Pit tJ 8 feet No Ground Water -Encountered -10 - - - - -15 - - - - -20 - LEGEND: c -2-lnch 0. D. Callfomla Un<Jf' Sample • -Bulk Sample DO -Natural Dry Density (pcf) I.IC -Natural Malsturo Content (") -200 -Porcent Passing No. 200 SlBve LL -Liquid Limit PI -Pla•ticlty lndox GW -Ground water /'ff()oD;THO.: ~61_Jo_ LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG n<Uf£110., 2 ~7/27/2~07 05:51 '37038424080 J 2 c -~ § a 0 1<: -1 c: .g .. -2 ~ ! -J -4 i ! I I ! i ~~-i ! I i i I I I I I I I I + --_J___ I I ' I i I I I. i I l l -.. --~·rT~ j ! ill: I --. I !L r---~~ I I I ! ' i l I ~1-~· ~ r--..... "' ! I I . ~ \ \ ' . .i ··-·-10 100 0.1 1.0 APPLIED PRESSURE -ksf .. -~--- Somplu at Brown, sandy clay from: Test Pit No. 1 0 4 feet Natural Dry Unit W~lght = 105.1 pcf Natural Moisture Content ~ 8.0 percent 0.4:K swo/1 0 1.8 ksf swell prsssure 3 2 ~ .. 5 ~ .... 0 ~ -1 c: .!;! " -2 ~ ~ (.) -J -4 I ·-r-· . . I J ' ' i i I ··---·-+· ' I I ' I ' ! 1 1 I i I I I I I ·-t I i I i . ~ 1--r--. r---.1~ ·-I .......... t+r ~ ' ··-· . ------· 1\ ' I~+ I ' ' I t i -·l ·--· --· tt±1 ----· [\ \ j_.l_Jl 0.1 1.0 10 100 I--··· .. ,I,PPLIEP PRESSURE: -ksf Sample of: Reddish brown, sandy clay with g)Psum from: Test Pit No. 1 0 7 feet Natural Dry Unit Weight -98.2 pcf Natural J.lolsture Content • 12.1 percent 0.5% swo/1 II 2.0 ksf swell pressure .PRtJ.XCr NO.: LKP EnglnHrlng, Inc. Swell/Consolidation Test Results 06130 IJGUR£ NO.: J ~?1271200? 05:51 . :. 97038424000 . . ~ . ·~ .. . ~ .. '· • .. , . .. . . ... ~ 0> ., • : ·~. ·• • . . . . • FOOTING • . . .. ·• PlJ'.S'I1C LINER, GLUED TO THE FOUNOA '110N WALL, C~/G.OTICBHlCAL Engineering, Inc. ll,Q, Box 2837 Ed•Otd•. CO 81832 hi (970) U6-9088 foa (970) 928-9089 MARYWEAVE~~~ALIY I,....,_.,_ SLOP£ AWAY FROIJ BUILDING CO V£R BA CI<FILL l'A TH ON£ FOOT OF R£LA TIV£L Y i/.IP£RVIOUS SOIL COARSE GRA 1.£1, 3/4 INCH 0/AAI. l'ATH LESS THAN 5X FINES -l-INCH OIAM£1FR P£RFORA TOO PIP£ SLOP£0 TO A SUITABLE OUTLET AT 1/4" P£R FOOT FOR FL£XIBL£ AND AT 1/8" P£R FOOT FOR RIGID PIP£ PERIMETER DJWN 061JO LOT IJ, FQIJf1 IJILE RAJICH f.J2 .$Uf/RIS£ COURT GARFICJ.D O(MITY, COI.OIIADO N.T.S. · Parcel Detail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information AssGssor/Ire<JSUJeJ· Pro.nertYSel!rch I Assessor Subset Query I Assessor Sales Search Clerk&J.SecordeLRe<.:e.Piion~_earcll. Basic Building Characteristics I Tax Information Parcel.Detail I Value 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 R006368 II 218534116013 II 63.456 I Owner Name and Mailing Address !LEUENBERGER, CONSTANCE & TODD (JT) I 169 OLD MIDLAND DRIVE I !GLENWOOD SPRINGS, CO 81601 I Legal Description ISECT,TWN,RNG:27-6-89 SUB:FOUR MILE !RANCH SUB LOT:l3 PRE:R080091 ITO:R080090 PRE:R080089 TO:R080092 IBK:528 PG:562 BK:528 PG:495 BK:528 IPG:472 BK:l073 PG:562 BK:1019 IPG:245 BK:0561 PG:0278 RECPT:731156 IBK:l771 PG:921 RECPT:692269 BK:l621 IPG:96 RECPT:659573 BK:l621 PG:l63 IRECPT:659580 BK:l621 PG:l26 IRECPT:659575 BK:l620 PG:802 IRECPT:659525 BK:l620 PG:792 IRECPT:659523 BK:l591 PG:931 IRECPT:653069 BK:l253 PG:403 IRECPT:581 068 BK: 1195 PG:524 IRECPT:565739 BK: 1195 PG:480 IRECPT:565738 BK:l077 PG:0299 http://www .garcoact.com/assessor/parcel.asp?Parce!Number=2185341160 13 11126/2007 Parcel Detail Page 2 of3 IBK:0983 PG:Ol25 BK:0883 PG:0855 IBK:0883 PG:0840 BK:0668 PG:0910 Location Physical Address: 11103 SUNRISE CT GLENWOOD SPRINGS! Subdivision: IIFOUR MILE RANCH SUB I Land Acres: 112.046 I Land Sq Ft: Ito Section II Township II Range I 27 II 6 II 89 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 190,oooll 55,1001 I Improvements: oil ol I Total: 190,oooll 55,1001 Sale Date: 113122/2001 Sale Price: 117,250,000 Basic Building Characteristics Number of Residential lo I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information Tax Year II Transaction Type II Amount I 2006 II Interest Charge II $110.521 2006 II Tax Payment: Whole II ($2,762.88)1 2006 II Interest Payment I ($110.52)1 2006 II Tax Amount $2,762.881 2005 II Tax Payment: Whole ($2,303.86)1 I 2005 II Tax Amount $2,303.861 II II http://www .garcoact.cornlassessor/parcel.asp?ParcelNumber=2185341160 13 11126/2007 Parcel Detail 2004 Tax Payment: Whole II ($1,011.74)1 2004 Tax Amount II $1,011.741 2003 Tax Payment: Whole ($892.46)1 2003 I Tax Amount $892.461 2002 Tax Payment: Whole ($656.56)1 2002 Tax Amount $656.561 2001 Tax Payment: Whole ($660.82)1 2001 Tax Amount I $660.821 I 2000 Tax Payment: Whole ($5.00)1 I 2000 Tax Payment: Whole ($6.34)1 I 2000 Tax Amount $6.341 I 2000 Tax Amount $5.ool Top of Page Assessqr __ Dflt<Jh'l~.e .. Se<m:h_Qpti<mJ; I It·t:~a~J.m:LD<!tilhilBe Seilrrh_QpliQnJ; Clerk & Recorder Database Search Options G11rfield _countyH()IJie P<!ge 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?Parce1Number=2185341160 13 11126/2007