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Application - Permit
· Garfield County j NO. 10494 ·--] Building & Sanitation Department 108 B'h Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 {j6-t qg Jr.,~ YJ1~ r1(J .. ~t....e-k JobActdress €loCf:.f yv1cvu,~ LY\. ~_h~1-r-V1~J Gf16o! NatureofWork BuildingPermit ~if.;) (fS-J..13-/~-0C(X f/ . Use of Building ~k ~ L\1u.. c.vj~ Y Cb.J'tA-a..J ~~ It~ . 0 ~ C'l Owner '~d 1 cw~ ~JC- Contractor . &--uiv\JLA._ Amount of Permit $ 4f~cf. C/:5 I Date c;~ ~' d cftj 7 V(tJ~' Clerk ·· c~.·~ GARFI ELD COUNTY BUILDING PERMIT AP PLI CATION 108 8'" Str eet, Suite 401 . Glenwood Spri ngs, CO 81601 Phone : 970·945-8212 1 Fll.l[: 97(1-384-3470 1 Inspection Line: 970-384-5003 Pen n!L No: l D ~ c, y Parcel /Sch e dule No: ;2 I e 5 '2 _13 J6D <! g I R {)0.6 <; 0 3 ; .Job Ad d()) "1 a. 1 ~ ~ / ) I <7\ (_ I -----~ _u . 1"'\C\YIX'V\. Jd '(" L\ e.V\wooo-S.p-y\V\~\S ~~.Q_{ __ _j I i L ll No: a Blor.k No: Subd. 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Ft. of Lot: 1 He ight: ; No. 0f F Jr,ors: _____ _!_ __ .. _________ 5 _ __6_q __ j__ .2.. ttGfe ~-I cil l __ ff__ ___ l ____ 3__ _____ _ :; I U~e o f Huilding: { . ~ '{ oJ;t-~ --~:-~----.~---:-··---.. -~.-'-~ l~---=--t...f1.Wl \ !...~ . h ou... s e...~ I Nl• .1 t_cp~~-.,~f __ ---~-...... ________ ...... -.... ~ I "C'""tJ(•\Hrl" ·-~ --,~ ~ ~ _ --·-... ·-~·~=~: ............. ~ ... l\L?_~.--... ~o-::l~~----~u~ __________ .. ______ .. _ .. __ ................... -..... _____ ,_ .. __ ~ : Ch1•3s of \V(.:l:: ~ 1\Ze\v .J AJr ~:r,lt:o'l u f;:·n l U\~:· J 1 ! .J Adcl lti :m :J MCJ·,t , -·--:-~---.c;::. ~ J;~~-------... --·------------·---·-----EJ --sing~---------lc~;~~~.-;~_-·-____ .. _ ----·--· ·---.-.----!:;;·._.:;;;[:-·---.... I :~:· Do u ble 1 · ~ 1 Do;.'J ie i to :-----.. {\·--=-:-;~-~, .. ~::;·rt.-~;:----------:J ·-on :-::::li·; ~o!wag~--;-~"-Si~--P~n-----.. --.... -------·-·---·--------·-: D1s pnsal 1 ___________ ,_ ---·. ----·-·-------~----------------------~--_ .. ______________________ _ ·----~-~-; ... ~~~:~~,or~~~\V~:~-~---··-j_{X)_..fl2Q ____________ .. _______ _!_~~ju ~~:(•_\·.~-~:~:.'~ .... -lf1.~f --(J_I~~-~ .. ; !2 . Sn~·1·:.-.: Cn .J ~!:ti('l~$· 1 ••••••••• ··-···-·-·-·-~···-·-·--·-·--· -·-·--··---·-··-----------.. -·--------.. ··--·----·-------~---.. ·----·-···-··-··-"'" .. ______ .. _., .... --·---·-·- . ~·;:~c:_.: P~<··J C:1~~:1 ~ Fee : i":'··::d~ :-·~~-··· ·:~ti S r::·: '?:::· .. !3 1:.._·:· ... ,.·_: .. : ':. ~'.i . /t:'tl '..,'.-Hl: t r~ 'VU HJ<. (.;: .. \()N!,;'!'~! 'C r!Of\ !,j;-;·:-!CPJL:i :D r:; No ·· \~O 't!'~;.i'.C ED \\1!"-i~ .. t\ ;~io UA:·~ .. O R. IF C 'J~~;~·;;<t:C !'Jfl 'j 0~ \,I ()~<J~ :~· :-;~~~;-:.l :~nt::) Oi\ AbA'JDONED FGH 1\ , :t_;;nt :•D o r· '''L PA~··.-. :\" '.1:'.' '"!T!E: lli ;·:::I< \\'(lll.f\ IS COMM ENC!::D . ; 'i !l:c.i.:!·f; '.'J::'·Ti'T "i U\:·; L'\V 1.: ·l-'.:·'h[; MID I::XAMJT-;!::0 Ti-llS \f F-l.:•:'l.'!!o':·~; N\[l :-;:l~l\\' TIE:' ~,\1.l E TO a:: I RUE A J'Ii !J CORRECT. Ai.L i P'·(:)''fS!1Jh'~ :'JF :..•.1"'3 (,QVE ~<!<i N .:; T '!:S '!YPE Of' WORK V.lJLL BE C: 1 ~:~-•:.r:::o::J \'Tl'l·i!i-1 \\':ll':!'liEH S P S Cl>'iED HERE!. OR NOT. THE (;,,;,S ~·:;,.:_: o~· :\ i'i :H:>'!;·r llO E~; NOT PR SSUME TO n!VE Aln-HOIUT\' fi'l v;·y .~·,-·l.(n ~·.I W'EL T i l E J'I{OVJ SI OX~ (J f' /,N·Y O'lllER STATI: OR I :rAL L'l\' H;i~ 1..!!.\'I'I ;IIG CONSTft'jC110N OR THE PEHFOR M ANCE ;2.1 '18' ~~ _______ j_ _____ ............... --- i O CC G r o u p: ! :TIZv 1 Zonin g: ' ----···---·-----~·----·~-~---·-----· AGR:~t:MENT .r:r;: ::'.'1~~;~~~:\: i.~ 1 !F.:r~:! ~:· ~-.i·'.t'.' ~~r:~; 10 T!-:;:.: .~<>PLJ CAI'IT AS 0 \VNER CONTHACTOh AND/OR T ilE AGENT OF T H i.: COf\:'TI{·\~~T()h Ct{ (>',\ 'l i ~ ·~'t · · ;:l ;-;s·;j,' '~·, ~;-;: :"~W/.:·~·u :.;. f,'; l ~[.'~:~ll ·::o o ;.-·c;_,,,-~ .~ND SP~:C I FI CATJ ONS SUllMITI'EL> TO AND RI~Vll-:WED BY TI I E BUILD!I\r. l>ie '·Ai·~l :.1(.i:! l ~ .:(•'IS :,,;:;::.,r•)'; o ,. '•"·W -~ S.il i.·l:'ollT V .' THIS Pt::I~MIT. T H E S:(;St::R. I-I EREBY ,\GR EES TO COMPL'' \\l'l'io !\!.!. ~V I.D ">·.' C.0I )r.~· ,<!\.' :.\::, · i ·sr-: ;-:;_,_::;; ',.A'.'1•Y•!!> h ;J(): "CD ;;~· GtJ"·1Ei,[l t'(jiJN'JY PURSUANT TO ,\lJTH ORI1Y GIVEN I.N :{0.213.!10 1 C!<~, N; /\,'\1f.Ni:C i·'::O T, r;: <'!Gi•ti::,{ .:. i':'1> i !Y ; •. (;_, .. , ... ,, ~·:·:!.'.If' Tl !.: J,Jl)'.'E ~.:\I I' Oi li )!c!M:CE~>AR!' NOT J'ULL\.' COMPI LED I\1J1H IN TH E LCOA'nON. EREC:I'I ON. CON STflUC'~~Oll:. ,'.1\!l i !:'·'-: .. !· 'i'.1.: M ;r VI!, D::O:~;::;.~sf:O ST1 ,1•.:1'\ .!:£, TJ-1!: f';c l\MI T 111.\Y B!:: REVOimD BY N')TJCE FHOM T H E r.:O LTN'IY N\!) 'fi-L'I'i'TI·l!-'1; ,•_;.'1) '.''I ':T·; :. :~.-;.'.: '-lie.,.: l \'ic !':1·:.,,. A'!Jl •:o i:'. Ti 1:·: :•! .' .. A'L'f: OF ,\ f'::F.l<1'1' OASC:D UPON PLANS. SPECIFI CATI ONS AN[) OTt!ER DAT/, S~!ALL :><OT !'f1i'o'~::,-~ ·n !i·. :; ·;:.;:C>i; t):'n .·,,l,,, 1.!1(1,\: -~;-,~:s£.\!7~ 10:!~ R:',W::<I "~i THI:: CORi,EC:1 I ON or ERRORS !N SAID !·L.'INS. SPEC I F!CA'!'IONf' AXD OTHE.I? DATr . O'~ r.;:,);.' •·;:;:·,·:::1\f'.i'.(.; ~;t ,J L ::•.:.;:~ C'PI: .. :.t.TIOS 'JI:;l :>!C (',\f'RIE!1 o ;, THL::Ri:WN l>f:R W HEN IN \'IOL 'ITION OF T H S COD£.: o;; ANY OTf!£" OHD!K \J\C<. (';~ :.!::;: ''-'! .(1;-C)" T.-;:~ ,·1 ;~I:O:~:~:T:O 1 • 7 t-:S ;.•;-,v ,r,;\\' OF SLli';M!TlEi) PLAN S MD SPf:CJF ICATIONS AND Il\SP:OCTJON~ CON !.ll iCTED T!-IF:;;;:.•.";-::r; 'l ,T ~;~ •:l;·; co;-:•; ~·: !TTS .'J· .. \:·(:u -:.l:·:c:: 0 i-.\SY :lr.:>I'ONS!l1!Li'fi£S OH L!ABLITI ES I:IY GARFI ELD COUI\I'IY f'OR i'.RROR5. OMISSIOioiS ('•I~ ;~; 5t'• ·"·'i::i'~.i::: ':! I :O i'-i:~-•·:•c::;; 1'1" !''.··""'~}If "~-· l'":"-\"J-J 1'1Pl'·'"EN"'ATI ON DURIN"' CONSTRUrvnoN R"STS "PECi r i C'L"' L'' \\1TI' 'Il l -'J''f"l" .. ,,., .~· '.,,,,, ., .. , '" '" '11 .,. " 1 ••. ·'-·~ •.••. ._ lt.:.~".\.)t:J ' ;' ~c.-;,,..,. 1 J 1 \.1 . \... ~.: • .._ .. .. r~, • l .. r " .\.. -\. ... T .~~ ........ u ........ I ..J·.-·-· ~• .. '..!·.~;~h. ,;~·i<. : \.lM:\~LX f!'-.IJ(J:, ! • .rf>.NDED TO BE. CONSERVATN£ AND 11\o SUPPom· OF' THC 0\V!\EHS ;.r:TE I<!~0.1. ' .p~ ~~~ ; d:':l\-, ·:Ji ,\CKNOWU:DGE THJ\T I !lAVE I<EAD AND UNDE R STA.NO THC AGREEMENT ABOVE II ~.[TL\~~tz~=~=.;•y c \( 40\\ lf \t 3~·qlt ·The following items a1·e 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 step' outside or inside over three (3) steps must have handrails, guard rails on balc.:mie;.; "r decks ewer ~'0" high constructed to all IBC and IRC requirements; 6. Out>: ide ~!rading done to where water will detour away from the building; · 7. Exccpii:•-;< to the outside steps, decks and grading may be made upon the demonstration of extenuatin<!, c:ii':·•J11'lst3nces, i.e. weather, but a Cettificate of Occupancy will not be issued until ell the rcquir;d itcmss:-c c0rnrleted and a final inspection made: S, A final i :,spc:c:ior: sig" off by the Garfield County Road & Bridge Department for driveway i1i!:tal:a:ion. where applicable; as well as any final sign off by the Fire District, andior State !-\r_,~r,c.if:'-· ;:.'/i~:r~-~ applicJbJe. 9. If you wi:l be connecting to a public water. and/pr 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 01<' OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. **''*A CERTJFICA TE 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'(6e and the issuance of a Certificate of Occupancy for the dwelling under building permit# ~q \( Signature Bpapplicationoctober2006 Date VALUATION/FEE DETERMINATION Applicant-..... 5~/ld=.::::~~~"""e'--:z..-...... ___ _ Address __ '1""'-=b'---'M-"-'-+-'-"fl."""o=CJ=~.::J=--.=;..D..:..::IL.=-- D ate __ ---.$_-..:..l ~j"--a~'1~------ Finished (Livable Area): Main ;2l.f'l 7 Upper 1 2-'7 f"' L ower 18'~) Other Subdivision Lot/Block Contracto r Total Square Feet 5 b 3 C) 'A 7 '-I !.8 Valuation Basement: Unfi nished Conv e rsion of Unfinis he d to Fini shed Pl an Check Fee for Conversi on Val uation Garage: I .72D .Xt<f'-:.-I" "'O Va uati on v v""' Crawl Space: Valu ation Decks/Patios: Covered 4 sD X 'l 'i ;; Valu ati o n Open :?>'? "j _ Valuation A 11-" Total Valuati o n L) L.jg"' O &-'~.;/ 4'U '1 -1'1-t I I~ !ZO-. (A ck--- l-flr' 0 \.A./ J..l Vl . 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 pennit application and expedite the issuance of a permit it is important that complete infonnation be provided. When reviewing a plan and it's discovered that required infonnation 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 infonnation may be reviewed after it has been provided to the Building Department. Please review this !locument to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. 1. 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 structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building env.,lope as it is shown on the final plat with the proposed structure located within th~~:;welope. 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 comer lot. Special setbacks do apply. Yes V 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes 6 / 4. Does the site plan indicate the location and direction of the County 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 · i / "' 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing _st_e_7el 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 the clparances required between wood and earth? Yes \L 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes No 9. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes V 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 offloor joists, wall studs, ceiling joists, roof rafters _.9):-joists or trusses? Yes [L__ 12. Does the building section drawing or other detail include the method of positive connection of all columns and 9eams? Yes ~ . 13. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat r5J<if? (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 model and Colorado Phase II certifications or phase II EPA certification? Yes No __ ~~--~---- Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No V 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 ventilation for all habitable rooms? Yes 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 nonnally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing forth¢ areas 0 Yes No __ ~~~--------- Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No ----------- 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 ,/ No __________ _ Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written pennission from the association, if required by that association, prior to submitting an application for a building permit? The building pennit application will be accepted without it, but you run the risk ofthe 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 m))dification of the plans. Yes V No ____________ __ Will this be the only residentiaystructure on the parcel? Yes No V Ifno-Explain: ___________ _ Have two (2) complete sets of construction drawings been submitted with the application? Yes .,/ 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 a?d other construction yode requirements? Yes \/ No __________ _ 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone distris;.t? Yes 1L_ No _________ _ 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes 17 / No. ____ _ 28. Do you understand that approval for design and/or construction changes are required prior to the applicayon 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 "Pennit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building pe~t? Yes ~ No --------- 30. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in J;0 384-5003. Yes V No ------------'- 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.0g,te-inspection fee? Yes i.L 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 )he building? Yes V No ____ ~-- 5 33 . 34. 35 . 36. 37. 38 . Are you aware that the Perm it App li cat io n must be signed by the Own e r or a writte n auth ority being g iven fo r an Agent and that the party res ponsibl e for th e project mu st comply wi th the IRC? Yes ~ No ------- Do you understand that you w ill be re quired to hire a State of Co lo rado Licensed E lectrician a nd Plumber to perform in stallations and hookups , unl ess you a s th e h o m eowner are performing the work? The li cense number of the pers on performing the work w ill b e require d at time of app licable in s pection. Yes (/ No _____ _ Are you aware , that on th e front of the Bu ildin g Permit Appl ication you w ill n eed t o fill-in the Parcel/Schedule N umber for the lot you are app lying for thi s permit on prior to submittal of a building pern;nitJP pli cation? Your attenti on in this is appreciated. Yes ~ No ---------- Do you know that the local fire d~t may r equire you to s ubmit plans for their re v iew of fire safety issues? Ye s No (please c h eck with the building department about thi s r e quire m ent) Do you understand that if you are p lanning on doing an y excavating or grading to the property prior to issuance o f a bu il d in g permit that y ou wi ll b e re q uire d to obtain a grading permit? / Yes \ Are you a ware that if yo u wi ll b e conn ectin g to a public w ater and/or sewer system , that the tap fee s have to b e paid and the c onn ecti ons in s p ected by t he serv ic e prov id er prio r to the issuanc e of ;rerti fi c ate of Occupan c y ? Y es , v I her by acknowledge that I h ave r ea d , und erstand and answered these questions to the bes of y ability. Date 1 ' ---'-'3._r.L.__..I1_ ...... 1_,_!_b_b ___ ( eveni ng s) -(~tf\ck~-z (~Strf · C(/66 (days); Phone : C(.1f2 J 7:q Projec t N ame: ~ Proj ect A ddress : 'ira ~4-v-oo~ trv Mav oo ~ b(. Notes: If y ou have ans w er ed "No" on any of the questi on s. y ou may b e required to prov id e this 6 PLAN REVIEW CHECKLIST Applicant 5~k-~ Building _£E n gineered Foun dation Date. __ ---=::::.s _--__;,:....::r'---o-'-7J__ __ _ Planning/Zonin . ---\:;..L-Driveway Permit ~~ . / . c..t ~k. e.--~~ ---~,.L_Surveyed Site Pl a n ~Septi c Permit and Setbacks ~ _0radeffopography 30 % _L_A ttach Re sidenti al Plan Revi ew Li st /Minimum Application Qu estionnaire --tLsubdivision Pl at Notes ~Fire Depa1tment Review ~Valuati on Determination/Fees ~ed Lin e Plan s/S tamps/Sticker ___lji_Attach Conditio ns ~Appl i cation Signed v/' Plan Revi ewer To Sign Appl icatio n / Parcel/Schedule No. ~ 40# Sn ow l oad Letter-M anf. Hms. J Soils Re port GENERAL NOTES: ----~-~ OA/DRC Approval Gradeffopography 40% Pla nni ng Iss ues Su bdi vi sio n Plat Notes June 16. 2006 Carlos Sanchez J J 20 West 5"' Street Rifle. Colorado 81650 '·''I., >i-·i'·• '~ ' ' . ;, i,' ._ .. ,,--,· •.:.;, ':··I ,-,-.• ;i ,.-,-,-.. Job No.1 06 0499 Subject: Subsoil Study for Foundation Design, Proposed Residence. Lot 48, Four Mile Ranch, Maroon Drive, Garfield County, Colorado. Dear Mr. Sanchez: As requested, Hepwmih-Pawlak Geotechnical, Inc. perfmmed 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 23, 2006. The data obtained and our recommendations based on the proposed constmction and subsurface conditions encountered are presented in this repot1. Proposed Construction: The proposed residence will be a two story wood frame stmcture over a basement level located on the lot in the area shown on Figure 1. The attached garage and basement floor> will be slab-on-grade. Cut depths are expected to range hetween about 3 to l 0 feet. Foundation loadings for this type of constmction 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 repm1. Site Conditions: The site was vacant at the time of our field exploration. The ground surface is relatively flat with a moderate slope clown to the south-southwest. There is about 6 feet of elevation difference across the building area. Vegetation consists of scattered sagebrush, grass and weeds. Subsidence Potential: Four Mile Ranch 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. Sinkholes were not observed in the immediate area of the subject lot. The pits were relatively shallow, for foundation design only. Based on our present knowledge of the site, it cannot he said for certain that sinkholes will not develop. In our opinion, the risk of ground subsidence at Lot 48 throughout the service life of the building is low and similar to other lots in the area, but the owner should he aware of the potential for sinkhole development Subsurface Conditions: The subsurface conditions at the site were evaluated by observing two exploratory pits at the approximate locations shown on Figure 1. The logs i •_":•"' of the pits are presented on Figure 2. The subsoils encountered. below about 1 to 2 feet of topsoiL consist of stiff siightly sandy to sanely silty clay. Relatively dense, gravel cobbles and boulders in a sandv silt matrix were encountered beneath the clays at depths of 4 and 8 feet. Results of swell-consolidation testing performed on relatively undisturbed samples of clay soils, presented on Figure 3, indicate low compressibility under existing moisture conditions and light loading and a minor collapse potential (settlement under constant load) when wetted. The samples showed moderate compressibility upon increased loading after wetting. Results of a gradation analysis perfom1ed on a sample of the gravels (minus 3 inch ti-action) obtained fi·om the site are presented on Figure 4. No free water was observed in the pits at the time of excavation and the soils were slighth 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 psf for mppot1 of the proposed residence. Settlement of footings is expected to be up to about 1 inch. lt has been our experience that some of the clay soils in the area can ha,·e an expansion potential when wetted which could result in some additional differential movement. Footings placed on the nnderlying rocky soils should have relatively low settlement potential. The settlement/heave potential of the sub grade should be further evaluated at the time of construction. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. The topsoil and loose disturbed soils encountered at the foundation hearing level within the excavation should be removed and the footing bearing level extended clown 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 55 pcf for the on-site soil as backfill. Floor Slabs: The natural on-site soils. exclusive of topsoiL are suitable to suppmi lightly loaded slab-on-grade construction. The clay soils in the area have variable settlement,1Jeave potential when wetted which could result in some slab movement and distress if the bearing soils become wetted. To reduce the effects of some differential movement, floor slabs should he separated from all bearing walls and columns with expansion joints which allow unrestrained vet1ical 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 atld less than 2% passing the No. 200 sieve. All fill materials for suppor1 of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can Job No.1 06 0409 ~tech consist of the on-site soils or suitable imported granular fill devoid of vegetation, topsoil and oversized rock. Underdrain S~·stem; Although free water was not encountered during our exploration, it has been our experience in the area and where clay soils are present that local percbed groundwater can develop during times ofhea\'Y precipitation or seasonalmnoff Frozen ground during spring runoff can create a perched condition. We recommend below-grade construction. such as retaining walls. crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill smTounded above the in\·ert level with free-draining granular material. The drain should be placed at each Jew! of excavation and at least 1 foot below lowest adjacent finisb grade and sloped at a minimum 1% to a suitabie gra,·ity outlet. Free-draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50°'o passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 1 ;;; feet deep. Surface Drainage: The following drainage precautions should be observed during constmction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during constmction. Drying could increase the expansion potential of the clay soils. 2) Exterior backfill should be adjusted to near optimnmmoisture 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 densit)' in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away fi-mn the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first I 0 feet in pavement and wa!J.::wav areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) liTigation sprinkler heads and landscaping which requires regular heavy inigation. 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 wananty either express or implied. The conclusions and recommendations submitted in this repo11 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 e>ur experience in the area. Our services do not include detennining 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 Job No.1 {)(1 0499 ~tech this special field of practrce should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not hecome evident until excavation is performed. If conditions encountered during construction appear different from those described in this report. we should be notitled 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 purvoses. \Ve are not responsible for technical interpretations by others of our infonnation. As the project evolves," e should provide continued consultation and tleld services during construction 10 review and monitor the implementation of our recommendations. and to verify that the recommendations have been appropriately intervreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. \Ve recommend on-site observation of excavations and foundation bearing strata and testing of stmctural tlll by a representative of the geotechnical eng1neer. If you have any questions or if we may be of further assistance. please let us know. Respectfully Submitted. \ Jordy Z Reviewed by: Steven L Pawlak .. P.E. JZA!ksw attachments Figure I -Location of Exploratory Pits Figure 2-Logs of Exploratory Pits .loh '\o.l (16 0499 Figure 3-Swell-Consolidation Test Results Figure 4-Gradation Test Results ~tech 106 0499 I LOT 48 I APPROXIMATE SCAcE ~,, = sr· ------r---.....,.._ I I I I I ' I I i i iRRIGATION 1 / EASEiviENT I~ ~V OPEN SPACE EASEiv1ENT t-------1 I I LOT 48 11f_ PIT 2_ _ I I I I ! /II i I L---1 I I PIT 2 LOT L7 H-P GEOTECH JOB NO. 1 06 0498 ___ IL---------.t...--._ ~ LOCATION OF EXPLORATORY PITS HEPWORTH·PAWLAK GEOTECHNICAL Figure 1 -=""""==<= --~---= . I "I' : DiT 2 I ...---0 ,----, r:=:::::1 0 ~~ t-0--" ' ' ~" N I t- I \'__,:;-:: i !_.::_ r-r:e I ::>::>~ 1os ~ . ~a-: j "' --, If wc~s.s u_ ""-':·=32 _5 ' 5 i-J -20J=2 7 r~ DD=83 £'. c_ I---aJ 0 ~ ~ ~J - r-- ;-I - -10 I 10~ LEGEND: TOPSOIL; sandy silty clay, orga:•ics, roots, fim1. slightly moist d3r·k brown. CLAY (CL): silty, slightly sa1dv tc sandy, stiff, slightly mo1st, light bmwn to white, calcareous. Gd D ~ GRAVEL, COBBL!::S ANJ BOULDERS (GM); i11 a sandy silt matrix, medium dense to dense, slightly moist, brown, basalt t12gments. I p 2" Diameter hand d;iven line' sam;Jie. r-: ,-~ Disturbed bulk sample. T Practical backhoe mfusai NOTES: 1. Exploratory pits were excavated on May 26. 2006 with a Caterpillar 4168 backhoe. 2. Locations of exploratory pits we1·e measu1·ed appmximateiy by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were 1:)! measured and the logs of explorato1y pits are drawn to depth. Pit 2 is about 6 feet higher than Pit 1. 4. The exploratory pit locations should be co•1sidered accurate only to the degree implied by tl1e method used. 5. The lines between materials shown on the explorato1y pit logs rep1-esent the approximate boundaries between material types and transitions may be gradual 6. No free water was encountered in t!:e pits at the time of excavating. Fluctuation in water level may occur with time. 7. Laborato1y Testing Results: WC ~ Water Content (%) DD ~ Dry Density (pen +4 = Percent retained on the No. L sieve -200 = Percent passing No. 200 sieve 106 0499 ~ HEPWORTH·P AWLAK GEOTECHNICAL. LOGS OF EXPLORATORY PITS Figure 2 (i) (l) u_ _c 0_ ([; 0 r * :s iii "' (]) §- 0 (_) c .'2 "' "' GJ 0 1 2 3 4 0 2 Q_ 3 E 0 (_) 4 5 i ' I I i i i j i 1 ! I ! ; 1 , I i I Sai1l;Jle of·. Sandy Silty Ciay ~=rom: Pit 1 a~ 2.5 Feet pcf I ! : I r=t==t=+ttt~.t: :!J,--1, j ! jill r ' .. I' I 1 I ! I ! ilK I i t-L II I i l I I I 0.1 I I I I i J : i II I I I I 1 I I I I II i i I I --H,i 11 I II i I l ! II ! I I I I I I' I I I I ! I I I I I ! II I ! ·,.o 10 I-1PPUED PRESSURE · ksf I j i I II 111 1 1 I I I I percent pcf 100 1 1 .il I i I i ! --HI' 1 Moisture Content = 8.8 1 1.. I I 1 I f j J i c:Jry Density = 83 1---+-+-+..;. 1 , ---i,-t- 11 1-i 1 1 H· ~~-Sample of: Slig. htly Sandy Silty Clay From: Pi: 2 at" Feet i I! I I I i j' ' Compression 1 1 I '~ upon II i ' I 1 wetting I 1---+-+-~+--t-' ~'·1-' ~~+-~----i~-1-~M\-~~----~-++1-1-~1 \ ll I ,.i "" I I li 1\ 1 1 ~ II I ~~ ' I ! I i II I i I I I I 'I 1 I I . 0.1 1.0 10 APPLIED PRESSURE · ksi 100 -!:-fp_._ __ ._ 106 0499 Figure 3 ~ SWELL-CONSOLIDATION TEST RESULTS L-------~~H~EP~W~O~~-P~AW~~~K~G~EO~~~CH~NI~CA~L~-----------------------------~--------~ r HYD.80ME,. R L\,~~~ Ys:s 1 s1Ew />.NALYs:s 1 r --:-li•hE Rt:ACii~·3S ) U.S. ST#~DARD SEHL':S CLEAR SOUft.RE OPEN!NGS l 2'' HR. 7 HR Q45i\lliN_15MIN_f)QMIN19Mit\.L~_/,!1\I I l,_,-1li'\ ~-_.202 d'100 !!50 -#3C ;llif #f. d.-'4 3/8'' 3/4 ~ 1/2'' 3"' 5"6 8' 100 90 20 80 30 70 0 60 (!) w "0 z z Vi < r.n 1-<( w Q_ 0:: 50 50 1-1-z z w w u u 0:: 0:: w w 40 Q_ Q_ 60 70 30 80 20 90 iO 0 002 .005 .OOS• 019 .037 .C7C:. 150 .300 .600 1.18 ?..36 4.75 9.5 19.0 37.5 76.2 152 203 12.5 127 D!.<\:v1~TCF1 :J'-P.I:..FiTICLES iN rv11LUiv1ETERS (";_,\\' 8 3!C.,. GP-\VEL GRAVEL 33 % SAND 40% SILT/\ND CLAY 27 % LIQUID UlviiT PLASTICITY INDEX 0' 7o SAiviPLE OF Silty Sane: and Gravel FROivl: Pit 1 at 4 to 6 Feet 106 0499 ~ HEPWORTH·PAWLAK GEOTECHNICAL GRADATION TEST RESULTS Figure 4 Ma~ 02 07 02:29p Palomino Design-Build P.C. April 17,2007 Carlos Sanchez The A Team Realtors P.O Box 209 110 Main Street Silt, CO 81652 Via Facsimile 970 876-0447 Re: Sanchez Residence Lot 48. Four Mile Ranch Glenwood Springs, CO Subject: Final DRC Review Present: Carlos Sanchez, Michelle Hagemann, Jack Palomino Dear Carlos, This letter summarizes our Final DRC Review meeting. 1. Non · Quorum consent-Ok with Carlos Sanchez. 2. Garage Doors-Applicant revised drawings so that street bay is set back 2' from face of other doors. 3. Large Radius Window-Applicant revised drawings so that window has divided lites. 4. Stucco--Applicant revised drawings so that all openings have relief trim. The stucco color will be darker to match the window color. p. 1 5. Window/door trim· Applicant revised drawings to indicate 1 x 3 !1, vertical and head trim-base trim to be 1 x 5 Yi . 6. Divided Lite Windows-Applicant revised drawings to indicate divided lite windows in the TV room and bedroom at northwest corner of upper floor level. 7. Approved for Final DRC with condition that applicant will incorporate all revisions into final landscape plan once review comments are received by Jeff Vogel. Please contact me if you have any questions or comments regarding the design review process or the guidelines. p 070 9-JI-901-l f970 947-9137 www.paiominobarth.com Mal) 02 07 02:30p ck Palomino AlA. Principal Palomino Design-Build P.C. On behalf of the Four Mile Ranch Design Review Committee JP/ma 04-140 Lot 48 L3 cc: DRC Members via Email 2 gler.wcxxl springs, coi0r.1rlo R 1601 p <T.Cl9.J.7-'7'0l.J. (97094"7-9137 p.2 WWI'.palomillOhc1ti[LC0Jll No. _{VP'f Assessor·s t'arcel No-:-~--• ~ -~ -'0 Date 6/ '/(b ·? I ; Contractor ~ ~ Setbacks: Front Rear RH LH Zoning ____ _ sfPiJJ{ ~<1-c.,..'\1"<.'-"-<!Q ~ ~ INSPECTIONS SoilsTest ~~~~-A Weatherproofing r~e-c:>~A Footing ?f-/l?-07 %hl1~C..C/( Mechanical t?y/".-&$T ¥~ Foundation f -Z'tc•1 # k. Electrical R_ough (State)----,....,----,;, ~'---,---- Grout Electncal Fmal (State) CZ'-5 o Underground Plumbing 9c2J ...c1 f'l Final 'jt-11-e>l? /Checklist Co Rough Plumbing 3--11· o 'I-~h~ Certificate Occupa~y # ~ v, hU Framing 3-1 I -o > ti? I!. Date --":·:-'I';l.~""p-_,Q'+t.:Li_~c:-;:,.------ lnsulation 3--<'r-oz~ u Septic System # fA l?fLW\ · Roofing _ f: /1-C8 ?"u/ Date ------------ Drywall "i -lo-C?.S~ Final _____ c-------- Gas Piping 3 ''' · O'£ LhiL Otherriw~ .. ~ .1 >.y t;I/.-{Q' V NOTES ALA~!J15 I ;(/S77j t-c.;t:f) ty /{) P/:>CJ (_ ;:70& !<...$ J (continue on back) Parcel Detail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/IreasurerPm]:lerty Se<J.rch I Ass_\;ssor Subset Query I Assessp_r Sales Search Clerk&ReconlerRece]:ltionSearc_h Basic. l3uil<.ling Char<J.cteristic;s I T<lxlnformation Parcel Detail I Value Detail Sales Detail I Residential/Commercial improvement Detail Land Detail I Photographs I TaxArea II Account Number II Parcel Number II Mill Levy I I oo8 II R006403 II 218527316048 II 63.456 I Owner Name and Mailing Address !sANCHEZ, CARLOS & RUTH I IPOBOX209 I lsiL T, co 81652-0209 I Legal Description lsECT,TWN,RNG:27-6-89 SUB:FOUR MILE I !RANCH SUB LOT:48 PRE:R080091 ITO:R080090 PRE:R080089 TO:R080092 IBK:528 PG:562 BK:528 PG:495 BK:528 IPG:472 BK:1073 PG:562 BK:1019 IPG:245 BK:0561 PG:0278 BK:1646 I IPG:719 RECPT:664945 BK:1621 PG:96 IRECPT:659573 BK:1621 PG:126 IRECPT:659575 BK:1620 PG:802 IRECPT:659525 BK:1620 PG:792 IRECPT:659523 BK: 1591 PG:931 I IRECPT:653069 BK:1253 PG:403 IRECPT:581068 BK: 1195 PG:524 IRECPT:565739 BK: 1195 PG:480 IRECPT:565738 BK: I 077 PG:0299 IBK:0983 PG:OI25 BK:0883 PG:0855 I http://www .garcoact.com/assessor/parcel.asp?Parce!N umber=218527316048 5/4/2007 Parcel Detail Page 2 of3 jjBK:0883 PG:0840 BK:0668 PG:0910 II Location I Physical Address: jj48 MAROON DR GLENWOOD SPRINGS! I Subdivision: jjFOUR MILE RANCH SUB I I Land Acres: 112.008 I I Land Sq Ft: llo I Section II Township II Range I I 27 II 6 II 89 I Property Tax Valuation Information II II Actual Value II Assessed Value I II Land: 165,oooll 47,8501 II Improvements: oil ol II Total: 165,oooll 47,8501 Sale Date: IJ12/7/2004 Sale Price: jj131 ,300 Basic Building Characteristics Number of Residential /o I Buildings: Number of Comm/lnd !o I Buildings: No Building Records Found Tax Information I Tax Year II Transaction Type I Amount I I 2006 II Tax Payment: First Half ($1,035.92)1 I 2006 II Tax Amount $2,071.841 I 2005 II Tax Payment: Second Half ($863.94)1 I 2005 Tax Payment: First Half ($863.94)1 I 2005 Tax Amount $1,727.881 I 2004 Tax Payment: Second Half ($499.05)1 I 2004 Tax Payment: First Half ($499.05)1 II II http://www .garcoact.com/assessor/parcel.asp?ParcelN umber=218527316048 5/4/2007 Parcel Detail I 2004 II Tax Amount II $998.101 I 2003 II Tax Payment: Whole II ($880.44)1 I 2003 II Tax Amount II $880.441 I 2002 I Tax Payment: Whole ($644.24)1 2002 Tax Amount $644.241 2001 Tax Payment: Whole ($648.46)1 2001 Tax Amount $648.461 2000 Tax Payment: Whole ($5.00)1 I 2000 Tax Payment: Whole I ($6.34)1 I 2000 Tax Amount II $6.341 I 2000 I Tax Amount II $5.ool TopofP<tge Asscssori)atal:l<~sc SearchOptiotis I Treils.u.rer Q<~t<!l:lase $garch0ptions Clerk & Recorder Database Search Options Garfield CoutJty 1-!onJc page Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www .garcoact.com/assessor/parcel.asp?ParcelN umber=218527316048 5/4/2007 COUNTY OF GARFIELD-BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 • Job located at __,/'-O.:_L/..!_L<z:-1~'------------ Permit No. ~O~O~ti~~~~~~~Z.'1~~~~'---- I have this day inspected this structure and these premises and found the following corrections needed: 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 fl-15--??2 20.-=r---- 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 • Permit No. _ _j_L1~t'----'c/-c_____:._<7____,8"------------ I have this day inspected this structure and these premises and found the following corrections needed: IJ7;b 1/(7C)tf.(. AI£'£PS LA'K/1 7?:.? .LocK-P!N ... . Af&£/J Poo/C SA{AL5 ·-~X/-DtJo&:::> ;?pt.., /(/.1){/'6-u.J/A!O??uJ A/,z;;(/ -fi;" ~oJ(JI £)CJPR /..1/t::£.{?5 Z0 P~ zz&t/£1!.£_]; .S'£AL t//? /fbL£ tt/UOU S?/11~·( - 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. 20 e;g Building Inspector ---'7-~.d~~--~"--.:___· __r,~~· ~· -~~~::::'"':::·:::::-:-:::::::::::::~- 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 CO<f-8 MAitooAJ 0/2. Permit No. /c:? %-9 4 I have this day inspected this structure and these premises and found the following corrections needed: z ?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. Building Inspector -~~&~~~~~~~~==~=- Phone (970) 945-8212