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Home My WebLink AboutApplication-PermitGarfield County No. 1\0(><q-=t-I Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: Deer Trail run, rifle Locality: 21 77-024-00-194 ----------------------------------------------------- Use of Building: s/f w/att garage & covered patio Owner: Perau, Ronald Contractor: Cologna Const ----------------------~~------------------------- Amount of Permit: Septic total $3,801.85 $150.00 $3,951.85 Date: Clerk: _<:__,(......,.\'-"'-lQ~~ ....... I ~-· __ GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 B'" Street, Suite 401, Glenwood Springs, CO 81601 Phone: 970~945-8212 I Fax: 970-384-3470 1 Inspection Line: 970-384-5003 Permit No: \\)SCi T Parcel/Schedule No df /7 7 0 /J,i/:_ O!J /9¥' 2 4 5 7 I Job Address: Lot No: LL ArchitectqEngineer: '1/,. Block No: f -r r'<l?.c.t L 'B At:losJ rfl£/lt/.d(t'. Ph CJ:?ifr~ ?ff' /JJ"'B'o.x ttfbJ> /4;1/; Ph ~zs~ 337~ Address: . Ph: Sq. F~ of Building: /_ Sq. FL 9b~t: Height: ;'-, L 1 _ £/An, ¥{)&Q ') 7 ?it:!' /it?<;; ~ <P Describe Work: -hcJ "" .-/?A _J? <C-. .F. (4/19-// $ / ''-fd """"' /«'w"'/ 8 Class of Work: ~ New D Alteration Addition 0 Move ~) ~arage: 10 () 0 (J Si~, (Doubl~ _qoveway P~,, uov-JJ, ,,Jil On-Site Sewage N { f!-ja (e Disposal Carport: j)t' Site Plan Lie. No. . o Remove CJ Single 0 Double 11 Valuation of Work:$ ~ -3 "2LJ,. ()aJf t.JU Adjusted Valuations:~ 233 U)7 E) 12 Special Conditions: NOTICE A SEPARATE ELECTRICAL PERMIT IS REQl..flRED AND MUST BE ISSUED BY THE STATE Of' COLORADO. 1HIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED VVITI-ILN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I Plan Check Fee: O Permit Fee: ( I I YCf1 '1 ?-,30L( I .~-:-c-;o;-cc-------+-,~~~~ -:-:c--:-:;-c---1 I Total Fee: ( Dated Permit Issued: I;>~ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS (OCC Group:'"'' -' I ConsL Type: APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT, ALL i· ,,_ ...--....,. I PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE ,L,-.,------r~IL A,'-"'/L_,<--""--t~~-,------------1 COMPLETED WITHIN wHETHER SPECIFIED HEREIN OR NOT. THE [zoning: """' Setbacks: GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHOHITY 1D VI~LATE CANCEL 'ffiE PROV1SION OF ANY OWER STATE OR I LOCAL LA GULATING CONSTRU?: N OR TilE PERFORMANCE OF CON TION. -4 ~ .</ 1 /' \-;;;=:-:-:--;c;=::cc-:-----+,;;r;c;-M::-co:-;=c------j --/~ ~~ i Manu. Home: ISDS No. & Fee: 0 SI~'<NA'rfiRE OF (\M'JER :::--., DATE I ,~<""1 _5l> ~ -;U \lh~ f)"7-<r"-a-1~(1,~~'o/o" ~ '-'l.J.JCl'\ \0 01 ::;;--- a ~~ I l~~ AP /DATE . APPROVAL/DATE . ~ I AGREEMENT PERMISSION lS HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMIITED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDJ?:RA110N OF THE ISSSUANCE OF THIS PERMIT. THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONSADOPTE:D BY GARFIELD COUN'1Y PURSUANT TO At.ITHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTI!ERAGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WJTH IN THE LCOKDON. ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRlBED STRUCTURE. TI'-IE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL P..ND VOID. THE ISSUANCE OF A PER.t\1T 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 BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF TIHS JURISDICTION. THE REVlEW OF SUBMITIED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAF'TER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OH DISCREPENCIES. TilE RESPONSl BILl'IY FOR THESE ITEMS AND IMPLEMENTATION DURING CONstRUCTION RESTS SPEC!FICIALLY V.llTH THE ARTICTECT, DESIGNER. BUILDER, AND OWNER COMMENTS ARE ll\VfENDED TO BE CONSEHVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. f/a/1); vree 1'16-9- C~zG~3' :Jt; , LiJZ Lf.qo I HEREBY ACKN~()~':p"'T I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE IIN!TIAL)' f':l' ~~zft- .1f>';). ~ ~ ~ The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. 9.. If you will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certific e f Occupancy for the dwelling under building permit# \.0'59-:::t= Signature Date B pappli cationocto ber2006 . '! '•,, VALUATION/FEE DETERMINATION Applicant fJeocA..IA.J Address Oeeq ±nr.;! Date ')-25"- Finished (Livable Area): Main Upper Lower Other Basement: Total Square Feet Valuation Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Subdivision - Lot/Block .-- Contractor Colo()"-''\ Garage: Valuation S't<l b X \ ~:.... I 5' I 2 Z-'b Crawl Space: Valuation Decks/Patios: Covered .3c.a X 2 '1 V aluallon ° ;;;. OJ J "2 0 Open Valuation Total Valuation 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 isimportant 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 pIan, a concrete footing and foundation plan, elevations all sides with 1 decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be ·designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 3 6 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. 2. 3. 4. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the· site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a strucmre within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat witb the proposed structure located within the envelope. Yes 1/ 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 ~pply. Yes ____ _ Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent 7erties), streams or water courses? Yes __ :__ __ Does the site plan indicate the location and direction of the Connty or private road accessing the property? 2 Yes _ _,_, __ _ 5. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes V 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes V 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and t e clearances required between wood and earth? Yes rJ 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes. __ -!f-__ _ 9. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000Jeet above sea level), floor loads and wind loads? Yes ~ 10. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction?/ Yes. ______ _ 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes V 12. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes V 13. Does the elevation plan .indicate the height of the building or proposed addition from the undisturbed grade to the midpointbetween the ridge and eave of a gable or shed roof or the top of a flat ro.9f? (Building height measurement usually not to exceed 25 feet) Yes __ -"V'----- 14. Does the plan include any stove or zero clearance fireplace planned for installation including 3 15. 16. 17. 18. 19. 20. 21. 22. 23. make and IJlOdel and Colorado Phase II certifications or phase II EPA certification? Yes 1/ No \.. ---=--:--;--: Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No._-"------ 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 IRC? Yes No ------ Does the plan include a window schedule or other verification that windows provide natural light and v,Utilation for al_ I habitable rooms? Yes V No ------ 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 s9fety glazing for these areas? Yes V No ------ Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on t){e plan? . . Yes . V No ------ Do you understand that if you are building on a parcel of land created by the exemption process or;z;hc subdivision process, are building plans in compliance with all plat notes and/or cove ants? Yes · No ______ _ 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 of the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantial J,l.'iodification of the plans. Yes v' No ______ _ Will this be tlJe only residential structure on the parcel? Yes V No Ifno-Explain: ______ _ Have two (2);Complete sets of construction drawings been submitted with the application? Yes __ ..::Vc.__ __ 4 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long?/ Yes No _______ ~ 25. Have you designed or had this plan designed while considering building and other construction pode requirements? Yes \/ No __________ _ 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zop6 district? Yes f\1 No ______ _ 27. · Does the plan accurately indicate what you intend to construct and what will receive a final inspection by 1;lie Garfield County Building Department? Yes V No ----- 28. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes No ________ _ 29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building peJIDit? Yes V No ____ _ 30. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes \ / No v -------~- 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $~0.00 re-inspection fee? Yes J No ____ _ 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of tl;le building? Yes V No ____ ~- 5 33. 34. 35. 36. 37. 38. 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 v/ No __________ __ Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plurnber to perform installations and hookups, unless you ·as the homeowner are performing the wor)<.? The license number of the person performing the work will be required at time oYapplicable inspection. Yes ~ No ______________ _ Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the Jot you are applying for this permit on prior to submittal of a building p~nit application? Yom attention in this is appreciated. Yes v' No ---------------- Do you know that the local fire c\i'strict may require you to submit plans for their review of fire safety issues? Yes V No (please check with the building department about this requirement) Do you understand that if you are planning on doing any excavating or grading to the property p7i r to issuance of a building permit that you will be required to obtain a grading permit? Yes ______ _ 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 Certificate of Occupancy? Yes \ eby acknowledge that I have read, understand and answered these questions to the e of my abiliry z-9-o? Date Phone: 37 q -7 7 I ] (days); _________ (evenings) Project Name:__kotJ 'P.r?f?JtU ~ . Project Address: bfft? IW L . 12-urV Notes: If you have answered "No" on any of the questions, you may be required to provide this AN AtteE-S..S it 1\J~DS ·-\-6 6e ISsu~ 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 PLAN REVIEW CHECKLIST Applicant Q e./2..-o..,\A . Date .1-?.-) -o "1 Building _0ngineered Foundation _L_Driveway Permit ~ ~ £surveyed Site Plan __..L'septic Permit and Setbacks Aradefropography 30% 2Attach Residential Plan Review List ___u:::::.Minimum Application Questionnaire dsubdivision Plat Notes ~ire Department Review _J_ Valuation Determination/Fees .s:.bed Line Plans/Stamps/Sticker ~Attach Conditions . ~Application Signed ~Plan Reviewer To Sign Application __I.L_Parcel/Schedule No. ~ 40# Snow load Letter-Manf. Hms. L Soils Report GENERAL NOTES: Planning/Zoning /Property Line Setbacks /30ft Stream Setbacks ~oodl>lain _building Height __honing Sign-off '~ /. ... , lmpoc< F~ ~UoAJDRc Approval _Laradefropography 40% __6lanning Issues __ZSubdivision Plat Notes ( No. }osq-q-Assessor's Parcel No. ;A\\1-()J..L\ -c:D-l9L\ Date '0-'d-\-Q't- BUILDING PERMIT CARD Job Address ff'!f; 0 l:>eec~tt\l ~\JY\-f.U:\e Owner Peru_\) I Roootq . Address 6SC>l c r ~ )l.\ N\ffi~\\Ephone # Q64-i.E>~ Contractor Cot.oqna c~n~ Address'BOJ<. \9~-~w~ Phone #6j.j-"5'Z>1=b Setbacks: Front Rear RH LH Zoning ___ _ 'Slf W}Qtr QClfO.qs' ~~ cnu put~SPECTIONS Soils Test-;-:-...,.,...-=-..,..------ Footing (Q~ f'b-01 lJY.A FoundationM64e/Q"<I 1M~pk II· 7·P7 ll:fnc Grout -------,---rt-~.--r'l--ii- Underground Plumbi~g_ fo-t{..A)S§!!..- Rough Plumbi!)g /-el--f -C2_F.f~ Framing /;;·!~-;z~,~ g· .::.c=tv I Insulation---------- Roofing ----:--.--=,.,---,-,..-A--:---- Drywall f '9 -2 ~'-0?; {)M Gas Piping /t?~/ -c./ 8 fa/ rottA!tJ/17/0N WA'-t..S, 5-Z·-&8 9tu, oK fe-?cf: .. f-q --:>-00 'ft\ Jl; t OQ • - Other _____________ __ 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.8..~8. ...... Zoned Area ............................... Permit No .... (Q-;;>.91 .. ,,.~/· AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws 9"d regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agree, 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. Use_S~E w[ ~\+ ().tt«a.t{e k C.Qll ~ AddresH e~al Description:?-V t>~tr TI'Q.L \l,\JI\-VtlflC:. V Owner \,_?.fSlO R()n V Contractor {£.<:>~()(\V'A Q.Gn~T. ~~c~~s ________ -LFuro~nLt--~--~Slill·d~•------~S~iillde~------R~e~a~r __________ __ This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection . ...... ------.....-TNSPECTION RECORD Footing )6 ~1'6-t>1J&m l-{ff-1<, o !< Driveway ~ Underground Plumbing !>-~ •0~ 0rt-Insulation _t -S~t?/"~ ·j~ ?>J..~ · Rough Plumbing It? ·-J.-8% <7'/.U,: Chimney & Vento/) ,l?m Electric Final (by State ln@erl lf t/6/tJf Gas Piping / (}.-; _ &:;:( £/t--V Electric Rough (By State inspector) J'il#Jf'/' Septic Final Framing . 1/.-/:.5 -cl :S c.,.v:bif (To include Roof in place and Windo'Ws and Doors installed). Notes: 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 nns CARD. Date 8~\4-. By f"Slst : IF PLACED 0 TSIDE-COVER WITH CLEAR PLASTIC COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at o;2oo IDevz_ ~~ Permit No. /IJ591 )il(call for Re-nspection 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:?-~ 20 09 Building Inspector _____ )iu.~-=c:.-=-""--'~'-'--'-"--'0.:....::.-------- 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 rQCl&o ~ ~ ~ Permit No. /05tJJ I have this day inspected this structure and these r~mis!ls and founc;l 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 /0-Z[S' 20~ Building Inspector ~~ Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTmON NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at (J Z 0 C? :z:;~£.1€ "ZJe,A/C Permit No. /t?..S-7 7 I have this day inspected this structure and these premises and found the following corrections needed: G;t<.!Jtr/2 --/-: //AA/4?/i:~S 7Rc:t.ss;c.:>-A1'C' /CD /t!A I L.E 0 As e/CIZ ~«ss /tA/1/S, W/NtJtJws t:z-f/7///11' z / c~ Poe?£ ·7 A(gxt 7f;.· GA;"<;J);Z/:k 77/ )3 /!1/Z.<Z t2 ro .l3Z z?m ;e:~;sP~ ?'C?j=""F/73: W;C..C. ,A(g;£ /) /!i/.JqlAT7o/J ~ ,e ;:::! /! ;c s77Jf?' . 4T7/c ?can 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 /(1) --cP 20 0 & Buildi~g 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 C9 Zcflt2 124£~ ?'MIL-tf.«A} Permit No. /t:?s-9" Z I have this day inspected this structure and these premises and found the following corrections needed: 7 .. 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 /f:l-/-20 OZ"' Building Inspector ---=P'7-""~~""rl::..<--->:::t/t._,iZ=:.:~=.=.::.7c_.G_._"'_-==--- Phone (970) 945-8212 HEPWORTH-PAWLAK GEOTECHNICAL June 18, 2007 Ron Perau 6501 County Road 214 New Castle, Colorado 81647 HI?]"W(>rth-Pawlak GeoLechnic::tl, Inc 5020 C0umv Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fa" 970-945-8454 email: hpgeo@hpgeotech.com Job No_] 07 0346 Subject: Subsoil Study for Foundation Design, Proposed Residence, 1745 Mile Pond Road (County Road 21 0), Garfield County, Colorado_ Dear Mr. Perau: 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 7, 2007. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed residence will be a single story wood frame structure located on the site as shown on Figure I. Ground floor is proposed to be slab- on-grade. Cut depths are expected to range between about 3 to 4 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. Ifbuilding 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 building site was vacant at the time of our field exploration. There is an existing shop building to the northwest of the proposed residence. The building site has been graded relatively flat by placing up to about 2 feet of on-site fill soils. There is about 1 to 2 feet of elevation difference across the building area. There is an irrigation ditch to the north between the shop building and proposed residence_ Vegetation consists of cottonwood trees along the irrigation ditch, scattered brush, grass and weeds. There is a sandstone outcrop to the east of the building area. There are sandstone boulders on the ridge to the north. Parker 305 841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 - 2 - Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating three exploratory pits at the approximate locations shown on Figure I. The Jogs of the pits are presented on Figure 2. The subsoils encountered, below about 2 feet of on-site fill soils in Pits I and 2 and about I foot of topsoil in Pit 3, consist of stiff and slightly moist to medium stiff and moist with depth, sandy silt. Results of swell- consolidation testing performed on relatively undisturbed samples of the silt soils, presented on Figures 3 and 4, indicate low compressibility under existing moisture conditions and light loading and a minor to low collapse potential (settlement under constant load) when wetted. The samples showed moderate to high compressibility upon increased loading after wetting. A sample of the silt from Pit 2 at a depth of 5 feet had an unconfined compressive strength of 590 psf. The laboratory testing is summarized on Table 1. No tree water was observed in the pits at the time of excavation. 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 l ,500 psf for support of the proposed residence. The soils tend to compress after wetting and there could be some post-construction foundation settlement. The amount of settlement would depend on the depth and extent of subsurface wetting and could be on the order of 1 to 2 inches. Footings should be a minimum width of 18 inches for continuous wails and 2 feet for columns. The topsoil, existing fill and loose and disturbed soils encountered at the foundation bearing level within the excavation should be removed. The exposed soils should then be moistened to near optimum and compacted. 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. The silt soils are compressible when wetted and loaded which could result in some slab settlement and distress if the bearing soils become wet. 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 Job No. 107 0346 I ';-.·· -3 - established by the designer based on experience and the intended slab use. A minimum 4 inch layer of relatively well graded sand and gravel (such as road base) should be placed beneath interior slabs to limit capillary moisture rise. This material should consist of minus 2 inch aggregate with Jess than 50% passing the No. 4 sieve and Jess than 12% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence 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. 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 of3 inches in the first 10 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Irrigation sprinkler heads and landscaping which requires regular heavy irrigation, such as sod, should be located at least 5 feet from foundation walls. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1 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 Job No.l07 0346 ·~ech - 4 - extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during constmction 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 constmction 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 geotcch.'1ical engmeer. If you have any questions or if we may be of further assistance, please let us know. Respectfully Submitted, JZA/cay attachments Figure I -Location of Exploratory Pits Figure 2 -Logs of Exploratory Pits Job No.1 07 0346 Figures 3 and 4-Swell-Consolidation Test Results Table I -Summary of Laboratory Test Results I . I I APPROXIMATE SCALE 1" = 200' " PARCEL A '-ACCESS -:::----..... __.---...__ \ EASEMENT ~ \ I \ I \ I \ I I BENCH MARK: CORNER OF EXISTING SHOP \ \ I I BUILDING; ELEV, ~ 100.0', ASSUMED. \ \ I I \ "-./ I PIT 3 " / !!Ill , ___ PIT2 • G eOOPOSED RESIDENCE \ EXISTING I \ \SHOP BUILDING/ \ \ (\ I ~I I I I I • PARCELB PIT 1 -- I I -...__ / "-. I I 10.7 0346 ~ . LOCATION OF EXPLORATORY PITS . Figure HEPWOR'TH·PAWL.AK GEOTECHNICAL 1 .c 0. "' 0 0 5 10 LEGEND: PIT 1 ELEV.= 91.1' PIT2 ELEV.= 88.5' we= 15.5 DD = 107 -200 = 62 uc = 590 FILL; sandy silt, firm, slightly moist, light brown to brown. TOPSOIL; sandy silt, organics, roots, firm, slight!y moist, bro'Nn. PIT 3 ELEV.= 89.1' SILT (ML); sandy, stiff and slightly moist to medium stiff and moist with depth, brown. 2" Diameter hand driven liner sample. NOTES: 1 . Exploratory pits were excavated on May 31 , 2007 with a Caterpillar 4168 backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 0--=1 5 10 3. Elevations of exploratory pits were measured by instrument level and refer to the Bench Mark shown on Figure 1. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcD -200 = Percent passing No. 200 sieve UC = Unconfined Compressive Strength (psD 107 0346. .. ~ HEPWORTI+PAWLAJ< GEOTECHNICAL LOGS OF EXPLORATORY PITS Figure 2 ~ "' 0 . 0 r--. r--... Moisture Content -5.4 percent " Dry Density = 108 pcf 1 Sample of: Sandy Silt From: Pit 1 at 3.5 Feet 2 e.--..... r--- ?f!. !---- 3 c Compression 0 ~ ·u; upon <f) <D wetting 0.. 4 E ""' 0 0 5 1\.. \ 6 ~ I I I I \ I I I I 7 0.1 1.0 10 100 APPLIED PRESSURE -ksf Moisture Content = 10.3 percent Dry Density = 117 pel Sample of: Sandy Silt From: Pit 2 at 3 Feet 0 ~ r-1--1---* 1 c ""' No movement 0 ·u; upon <f) wetting ~ 2 ~ 0. '\ E 0 ~ 0 3 "" 4 0.1 1.0 10 100 APPLIED PRESSURE-ksf 107.0346 ~ SWELL-CONSOLIDATION TEST RESULTS Figure 3 HEPWORTH-PAWLAK GEOTECHNICAL HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Job No. 107 0346 SOIL OR BEDROCK TYPE . :-=-=i----1-------i----~-----+ -== ~-···· L ==+~------+----+------------;~ .____, __ '! ' I ~-----~---r-----=r= r ___ :=-...~-'--1 -+--1 --+--1 --+-1 -t-+ -F ~ ----==:=t---__ --+--+-_-+--+-I ===--=~~--~ Dec 22 08 04:44p Ton~ & Billie Uriguen Authorized Service Clearh· rhe best PO Box 43 Fruita, CO 81521 Billie Uriguen 970-361-7719 or 970-858-8600 To: Garfield county building From: Billie Uriguen Name: Andy Date Sent: 12-16-08 CC: Phone: Number of Pages: 3 Fax: 970-384-3470 Attached is the tempered units coming for 020 deer run trail-rifle We are to receive the correct glass on 1/8/09 CERTIFIED INSTALLER J..EVEL: RLC-! ' ··-,-., ~-'. p. 1 "" "- 0 0 (j) (X) I (X) til (X) I 0 r- (J) "-'<!- '<1- ..j- 0 (X) 0 "" "" 0 '" "' -MILGARD MANUFACTURING, DEPT ~629 INC. R8v1rTTO: DENVER, CO 80292-1629 Clearly the best: MB538 8"1JI:rlhARD SERVICE -GJ GRJl..ND JUNCTION SERVICE 27450 E. 32ND PLACE AURORA CO 80021 Contact Ord: BILLIE Contact Shp: PHONE 303-365-5520 FAX 800-853-9038 M8537 SHI'(;1)" MILGARD WAREHOUSE GRAND JUNCTION SERVICE 1000 CLIFF ROSE AVE FRUITA CO 81522 Phone: Fax if: Del: 1-970-361-7719 1-970-858-8600 98D I-70 CORRIDOR ASD SHIP DATE CUSTOMER P.O. ORDER DATE !NSIOESALtS OVTSIOESALES HOMEO'NNER MlJST SIGN PAPERWORK! J UNE OTY SlZE Ot:;SCF11PT!ON """ G:.ASS ADOmONALOP110NS • RIO (JJ_(ll Oil 1 2 TG UNIT;RECTANGLE 2u/CT TG;RECTANGLE NET SIZE 20 9/16 X 54 5/8 7/Bn OA/2UCT SUNCT TMP 1/8/CLR TMP BREATHER TUBE ---------------------------------------- 2 2 TG UNIT;RECTANGLE 2U/CT TG;RECTANGLE NET SIZE 20 9/16 X 54 5/8 7/Su 0A/2UCT SUNCT TMP 1/8/CLR TMP BREATHER TUBE --------------------------------------- 3 1 TG UNITiRECTANGLE 2u/CT TG;RECTANGLE NET SIZE 20 9/26 X 42 5/8 7/8!1 OA/2UCT SUNCT TMP 1/8/CLR T~lP FLAT GRID;TAN/BREATHER TUBE SG FOR A 4040 HV FX TuSCANY -------------------------------------- 4 1 TG UNIT;RECTANGLE 2U/CT TG;RECTJil.IGLE NET SIZE 20 9/16 X 42 5/8 7/8" 0A/2UCT SQNCT TMP 1/8/CLR FLAT GRID;TAN/BREATHER TUBE TMP SG FOR A 4040 HV VT V4 TUSCANY TOTALSO.FT. TERM; SUBTOfAL CUSTOME:RSl(fiATURE ____________________ O<TE _________ _ ACKNOWLEDGEMENT 518071 00 01/08/09 1/07/09 0020 DEER RUN 12/22/08 SUSAN MORRIS DENVER SERVICE SCR u LIST YIN VAL.UE N ------ N ------ N ------ N SALESlil.X -- -- -- Q.\TE 12/22/08 TIME 10137148 PAGE 1 ORDER 518071-00 QUOTEn 526880 ON NET FAOlOR ------- ------- ------- 10TAL - - - Vicinity Map Scale: 1""'1000' ~· 3•!/<" ~'""""'""Cop l.SNo./0071 Parcel A ("'d~ !>o« ~Of/)--< T"""'~'-''" Nort~£x=p"""! 31.253 Ac± Deer Trail Run : i ,e:/ '',,,-\ "~"""" ----~--1::5UU1V.UJ-iKY I::>UK.V.J:!...Y i ( / ""-"_"--;--~;.~,;=~-r::.""'"'"-A Parcel of Land Situate in the Nl/ 2SE1/ 4 and the l l ,-~ / J ~""~·~·-: ->''"'-"'''----/' ,/ SEll 4NE1/4 of Section 2, Township 6 South, Range 93 c-' ' West ofthe 6th P.M., County of Garfield, State of Colorado ' ' / (>~.._,_/ ' .. ,.~"'"' ' ' ' ' ' ' I ' ' ; ', I"'"""'~:~ \ ' '"""'"'·-·"' ' ' ' -', ', -----~ --A-· <& ' ' ) : / ' ......... / -~------"- ... ~ ... --" _,..-"// _. .. h / Proposed house ~ ' ' ' '' '' '' ' : '' /' ' ' ',' ,/.~' '' ( ,' ,,;_:(-?;Zi."IA~;"::_,, ·~UL ' ' ' ..; ' ' ' ' ' I 0 >V~-•= : ~=-·~';;,~,;;~,, 'd " '' 'I "''"'-lie; '' ' = ---LS.D.S. ParcelB 39.175Ac± .,.,;/ / • __ .ly$:{";:J.'-· Jf:!.C.w<e.$<!"""-~ -----. GRAPHIC SCALE ~---..u--; . i l inch • 200 feet P.<.Cf!.D -~>li.<:U""'""'"""""'"""""-·"'"""'""""""""""'>. ,.,..,.$001X""""' ~=',.g:.';,'~~~~~,...,.=<l!«OO-$<l0•-<=0FL'.IW •1 "''"'""'"""'-"''"""~"''"m;I'.-.MI>..m<~-=ooom""""""'""-"""' ,ca""""'""""""""o:>><JW('("'""'""""'''''"'"'·'<e.'<»"""'"""""-""""''· .$J '"""''""'""""""'""r=~«~r•u=•lfi<m<V<»>-•ar....,..,-"""""•""'""~ s......-,;-.>ca."""'""""""MJ"tQI.<I<I"<="""~"'·""'- ~ I I i Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information Ass~ssor!IreflSJJreLPropertySem:cb I Assessor Subset QJJ&.ry I Assessor Sales Search C:l.erk &RecorderBeceRtionSeflrch Parcel Detail I Yalue Detail Sales Detail I Residential/Commercial lm_J2rovement l)etail Land Detail I Photographs I TaxArea 1/ Account Number II Parcel Number Jl Mill Levy I I o21 II R210460 II 217702400194 II 45.694 I Owner Name and Mailing Address IPERAU, RONALD G. I 16501 COUNTY ROAD 214 I INEW CASTLE, CO 81647-9786 I Legal Description lsECT,TWN,RNG:2-6-93 DESC: A PCL OF I ILAND BEING A P'f OF THE N2SE CONT I 139.175 AC. BK:0508 PG:0866 BK:0508 I IPG:0860 BK: 1839 PG:396 RECPT:706118 I IBK:1761 PG:706 RECPT:689929 BK:1690 I IPG:544 RECPT:674949 BK: 1555 PG:993 I /RECPT:645041 BK:0768 PG:0633 I /BK:0592 PG:0611 I Location I Physical Address: 111963 210 COUNTY RD RIFLE I I Subdivision: I I Land Acres: 1139.175 I I Land Sq Ft: l!o I Section II Township II Range I II II II http://www .garcoact.com/assessor/parcel.asp?ParceiNumber=217702400 194 7/16/2007 Parcel Detail Page 2 of 4 2 II 6 II 93 II Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 11,15oll 3,2301 I Improvements: II 67,23oll 5,380J I Total: II 78,3soJI 8,6101 Sale Date: 1/5124/2005 Sale Price: ll5oo,ooo Basic Building Characteristics Number of Residential 1 . Buildings: Number of Commllnd jo I Buildings: I Residential Building Occurrence 1 Characteristics I I TOTAL HEATED AREA: lsn I ABSTRACT CODE: II~~~ANCH RESIDENCE-I I ARCHITECTURAL STYLE: Ill-STORY I I EXTERIOR WALL: IIA VERAGE I I ROOF COVER: llcoMP SHNGL I I ROOF STRUCTURE: JIGABLE I I INTERIOR WALL: IIDRYW ALL I I FLOOR: jjCARPET I I FLOOR: llsHT VINYL I I HEATING FUEL: IlGAS I I HEATING TYPE: IIHOT wATER I I STORIES: ljsTORIES 2.0 I I BATHS: 11 I ROOMS: j4 I UNITS: 11 I BEDROOMS: j2 I YEAR BUILT: 111909 I http://www. garcoact.cornlassessor/parcel.asp ?Parce1N umber=2177 02400194 7/16/2007 Parcel Detail Tax Information I Tax Year II Transaction Type II Amonnt I I 2006 II Tax Payment: Second Half · II ($210.64)1 I 2006 II Tax Payment: First Half II ($210.64)1 I 2006 Tax Amount II $421.281 I 2005 Tax Payment: Whole II ($869.74)1 I 2005 Tax Amount II $869.741 I 2004 I Interest Payment II ($9.71)1 I 2004 II Interest Charge II $9.711 I 2004 II Tax Payment: Whole II ($970.82)1 I 2004 II Tax Amount II $970.821 2003 II Interest Payment II ($43.07)1 2003 II Interest Charge II $43.071 2003 II Tax Payment: Whole II ($1,076.72)1 2003 II Tax Amount II $1,076.721 .2002 II Interest Payment II ($50.75)1 I 2002 II Interest Charge II $50.751 I 2002 II Tax Payment: Whole II ($1,014.96)\ I 2002 II Tax Amount II $1,014.961 I 2001 II Interest Payment II ($41.47)1 I 2001 II Interest Charge II $41.471 I 2001 II Tax Payment: Whole II ($1,036.76)1 I 2001 II Tax Amount II $1,036.761 I 2000 II Tax Payment: Whole II ($1 ,036.60)1 I 2000 II Tax Amount II $1,036.601 I 1999 II Fee Payment II ($17.00)1 I 1999 II Interest Payment II ($62.36)1 1999 II Interest Charge II $62.361 1999 II Tax Payment: Whole II ($1,039.32)1 1999 II Fee Charge II $!7.ool 1999 II Tax Amount II $1,039.321 T opJJf }J_l!g!i AssessoLD<ttilbaseSeart::hOption> I IreaspreLl2atabil.se S!iilrffiQptions .Clerk ... & ReGor<:!er.D.atabase SeilrGh Options http://www .garcoact.cornlassessor/parcel.asp ?Parce1Number=217702400 194 Page 3 of 4 7/16/2007