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HomeMy WebLinkAboutApplication- PermitNo. 7753 GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Job Addres101 t 3 e kkAAA._, a $16 ,\._ Nature of Work Building Permit Use of Building aizr6 kow,-0-6 7 IAP-R-rti-4)1A4- Owner f :Ntd.A.:st..t Contractor 1h y aQ- -- Amount of Permit$ q (9 Q . C/ b Date • o?O, .(3 -PC) p.e44/14A- A.I__t.F. ST#7- ,6 Q' 1p1.6,„ 0,rze.),,6ek__=- 33 }•fir r 56 g.c3k Clerk ( i } GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO EPROM: (970) 9454212 PERMIT NO. 1 75_3 INSPECTI N UNB (970) 384-5003 PARCEL/SCHEDULE NO. 3ADDRESS: J/ L. g_ STt(l IS.I Vk? 14. - 1\a , L c12bo%Uq it LAD y'goes LOT ND. BLOCK NO. SUBDIVISION ,PT N mono !/3 Gr _`ve e. wej'a'lG3 mi., Ac e "II caLeUid paddrslrzitl • terry 444 "C r ?O W° "°"°'/6 'O � i�fc ase C� goon., gnarm .47La e X4'1' 1 6 osaRMUM • 6 osscsarimuo oALTIMI OM — - COMM CLAY ar+wou,: 131aw �'"'r°""'� OMAN& mamas 0001311, --X111 oIMIaa uo13w.s 0 apIVaWATMUM (-1 [ �aoNrlYsrtwNosOwio�u �7 crnIM* . 10C f // B) AWE=V.LLIATI s Lif J ( 5,., ......� �AO,►m rOFWOOL I IlEms a .a eki'sf.`.<13 1.;v.4, IA) ;Il JortCo,Ke 4;1-cAeK tJO; At; ,f c d 71;c041W%if t. e•Cot-+,,e L- :t,;ki AZ SI G-r-.e.en/Aovs e I mum CMS PERMIT MHOS= WORK d WHIR WORK I HEREBY KNOW OOVBRNDIOTHf! EDI NE1- AUI'E#ORII'Y LOCAL NOTICE ILSCIMCAL moor 13 RSQLUED AND HUFF BE ISSUED BECOMES NUEL AND VOID IF WORT. IS NOT COQ W IE 1100 DAYS, OR IF SUSPENDED OR ABANDONED POR A PERIOD OP 13O IS COM CERTiPY THAT I HAVE READ AND EXAMINED TIES fl MME TO BE TRUE AND OORRBCr. ALL PROVISIONS TYPE OP WORK WEL BE COMPLIED WITH 01. NOT. THE GRANTING OF A PERMIT DOSE NOT TO VIOLATE OR CANC L THE PROVISIONS OF ANY IA REGULATING COoNBTRVCTION OR THE er Tal wwas or OR CONSTRUCTION CONSTRUCTION OR DAYS AT ANY TIME APPLICATION AND Op LAWS WHETHER SPEC1P1ffi) mumTo OIVE OTSITIR STATE OR PERFORMANCE OF PLAN CHECK PES: r . r PERMIT PEE: 5e7.2,5 - .2s" TOTAL PSS C DATE PERMIT I36UBD: ! j �. • Ili Off: atom COM: TYPE: R. — U r• ( v q ZOND+1a ••••••• SETBACKS: --- $. 9( s 4d �.tio. . , `< 0,,p. ilor• r�//rerfir. MANti1.E UM NO. ,�P�: Dipt. ,o,.E��.I, •-will'•.4 . ACTT• EMISSION 13 HEREBY GRANTED TO THE APPLICANT Al OWNER. CONTRACTOR AND/OR TELE AGENT OF THE coNTRecro1 OR OWNER TO CONSTRUCT IVT ram= AS STALED ONH ANS AND SPECIFICATIONS E TO AND REVIEWED BY THE BUDDING DEPART/1MT. !i CONSIDERATION OF THE ISSUANCE OP TIER PERM/T. IHE SIGNER HEREBY AGREES TO COMPLY WITH AIL BUILDING CO3*8 AND LAND USE RBCRILATlON I ADOPTED BY MkP18ED COUN1Y PURSUANT TO AUTIK4UTY GIVEN DI 30.23301 CES AS AMENDED. THE ISMER PORT ER ACF*E8 THAT W THE ABOVE SAID ORDINANCES ARE NOT FULLY OMPLIED WITH IN THE LOCATION, ERECfON, OONf7AUCrlON AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY TEN BE REVOKED BY NOTICE PROM HSCOUNIY AND THAT THEN AND THERE 1T SHALL BECOME NU1LAND VOID. TLE ISSUANCE OP A PERMIT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT TIM SULAM OFFICIAL PROM THffiREAFFER REQUIRING 1 IORREcr1CINT OF IOtROf.1 1N SAID PIANS, SPEL'WKCAT10N5 AND OTHER DATA OR PRO PREVENTING BUILDING OPERATION BED10 CARRIED ON THERMINDER WHEN IN WIOPATION OF IIIE CODS OTtANY OTHER ORDINANCE OR REGULATION OF THIS 1vE16DicrION. • '!16 REVWW OF THE SUBMITTED MANI AND SPECR+ICAT10N5 AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT coNITflVFE AN ACCEPTANCE 01 ANY tESPON3IBI IDES OR LIABEITIEI BY Gomm P2TiTD OOVNPY POR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY PCSt THESE ITEMS AND IMPLEMENTATION RIP. 4000Ni$1RVCi1ON RESTS SPECIFICALLY WTIH THE ARCHITECT, DESIGNER. BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN RIPP= LATHS OWNERS S INTEREST. 7011100.0s3 THEREBY ACENOWIEDGETHAT IHAVEREAD AND UNDERSTAND THE AGREEMENT ABOVE. cp4mALI 0461) "Iti 96-76 1,30 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 Ciarfield County Building Department posted where readily visible from access road; 3. A finished root 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. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; S. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1994 UBC 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. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. * * * *CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.0) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR. VACATION PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy►, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # 715.5 /13 c1,5_ ( K Kaki. T (LAvT r&,N C,U DC 7 f of ',N) GQ.00 2 G, iq o A,t- a Gt a'72, t8.00 t oi.G.00 6: At SN [f cos 180 [x.00 t `S 2Go,op rtst_vwm-4 Pte. - 6 -11 63 ST .00 S 87 2' AUG -30-2000 12:52 FROM ALPINE BANK CARBONDALE TO 3845004 P.01 Rock Creek Homeowner's Association P.O. Box 1060 Carbondale, Colorado 81623 (970) 963-1509 August 11, 2000 Dan Trautitian 0113 Crystal River Road Carbondale, Colorado 81623 Dear Dan,, . We tiave reviewed your plans for an addition to your residence located on Lot #2,`Rock Creek Subdivision, to consist of a two car garage with living 'space overhead, as well as a detached "kiva". Your plans are hereby approved subject to all the restrictions iconttnnplated by the Protective Covenants of Rock Creek Subdivision. Rock Creek Horieowner's Association Architectural Control Committee Garfield C ARNO EHLERS Chief BuileArig Official 109 8th Street. Suite 803 (870145.8212 Glenwood Spines. CO 61801. F*x: on) 9848004 e1n & garoopherafser TOTAL P.01 IOU d 10'd 1U101 'd Uyt;t; ON X / Xi. . <� }�y3, 1 die*. rt ii!C'ml October 30 1992 (V • J t LU/ I / t,U 1.029 r26 L6 Tti = x Y 5661-rT--O33 SOW Nod Mg ti c`M"".ted8onfo tau,atm raDl .10.310-45., 460 203414543W Ear.mdki Use Bean f6 1 Defiance Drive Carbondale CO $1623.186$ Subject; Subsoil Shiny for Foundation Design, Proposed Residence, Lot 2, Rock Creek Subdivision, Carbondale:, Colorado. Job No. 4 tai 93 Dear Lisa: As requested, Cheri -Northern, Inc-, perforated a subsoil study for design of foundations at ' the .aatbJect alto., The study was conducted In accordance with our agreement for gcotednical ecigioec ing servicers to you, dated October 21, 1992. The data obtained and our recommendations based on the proposed construction and subsurface condition% eocou eyed are presented in this report. We understand that die rackfan hazard at the she it belt* addreci fry others. F4121xlesL-00frstructiorr The proposed residence will be a two-story wood frame structure wirb a walkout lower level loaded in the area of the exploratory pits shorten on Fig, 1. Ground licror-will be slab -on -grade. A portion. of the basernein will be a garage. Cut depths of about 10 isi 12 feet are Amex Foundation loadings for this type otconstruction are aSSntricd:'w be relatively light. 11building oontiltions or foundation loadings are significantly different hem those described ahem we shook] be notified to reevaluate the recommendations presented in this report_ Silt ttditj. : The int was vacant at the time of our field work. the building. area 15 located on the lnwei part of the lot just ainwe the existing subdivision access.road. Two old shallow pit% were observed northeast of Pit 1 but otherwise the site grading appeared to lie natural. The building arca slopes steeply down to the east at grades of about 30%. The elevation difference acres the hooding area is 15 to U feet. Vegetation at the site consists of scrub nak, piston pities, sagebrush and weeds. The Crystal Risser is located several hundred feet east of, anti well flaw, the lot. Above the building erva, the slope rises steeply to an outcrop of Eagle Valley Liveporite bedrock_ This is the %Duras of the r'ockfait hazard at to site. Numerous evapatite boulders up tis- several feet in diameter were observed in the building arca including a few that .appeared to have fallen relatively mot fitly. 0' d LOZ9-EZ6-0.46 A I-Unmaeer3 dis±= IO S�i�-i✓1 _a�q T©'6 E0 696 01 _tI 6,1311E1 GIGO rr-ai:J 1,1O± SE :9T c,66T 1�-culla ld i94;E'ON Xti/X,l. t4:91 L6/1Z/4;0 £0•d Ursa Dean October 30, 1992 Page 2 L13e9 £E6 13L6 er 0.i T 966T- Sdtibsida=re Pnl : Bedrock of d3c Pennsylvanian Aso Eagle Valley 73vaporite underlies tate Rock Crock Subdivision. These rocks area sequence of gypsiferOus shale, fine-grained • sandstoneisiltstone with some massive beds of gypsum and limestone. There is a possibility that massive. heavily bedded gypsum deposits mated with the art artiv portions of the lot. Dissolution of the ?'ricin Valleytccause sinkholes to developand cath iri! under certain conditions can �� produce areas of k cn iac d subsidence. During previous work hi tite area. several sinkholes were observed scattered throughout the Crystal Village Subdivision located east and across the Crystal River from the Rock Creek Subdivision. These sinkholes appear similar to others associated with the Eagle Willey Hvapo rte iiodrvck th areas of the Eagle Valley. Sinkholes were trot observed in the immediate area of the subject lot. The exploratory pits were 'relatively shallow, kir- foundation design only, and bedrock was not eneounteret Based ori our present knowledge of the subsurface conditions at the site, it cannot be sad for certain that sink -holes wilt not doYc l>p. The Flak of ground subsidence on Lot 2 4hrotith tt the service life of the proposed residence is believed to be low. However, the owner Should to made aware of the potential for sinkhede developmcni. If further investigation of possible cavities to ilia bedrock below the site is desired, we sihclukl be contacted. Zuktu[ tc,4..i apililleiena: The sincerer{ace conditions at the site were evaluated by excavating two exploratory pits tit the tocatityns Chown On lig. i. 17te logs of the pits are presepted on Fig. 2. 'li,G subsoils encountered consist of witty sandy gravels with rounded cobbles and boulders. There was essentially 110 ttopsvil in iFe building area. Results of a gradation analysis performed tin a sample of the silty sandy gravel (minus 3 -inch fraction) obtained Froin the, site are presented on Fig, 3.. No free water vires observed in the pits at the t nc of excevatian, f tlgliiitl. er�tllitl satttilifilt5 Considering the subsoils encountered in the exploratory }fits and the nature of the proposed COristnlction, we rel Oi.runencl spread €contigs placed on the ' undieturtred natural gravel sell designed for art allowable soil hearing preMure of 3000 p si fur support of the proposed residence, Footings shott►d he a tadni ntrm width of 16 incite* , for continuous. wells and 2 feet for columns. loose and disturbed soils encountered at the foundation !rearing !evil within the exrttvsttitrrr stiouki be rerrrcwd aid the footings extended down to acleynat,e natural bearing material. Rxte=rit3r footings should be provided with adequate ccWWCr til ove their tearing elevations for frost protection. Placement of footings 71t least 3t$ italics below the exterior grade i5 tvp c%1ty used in this arra. C•atutnuous foundation writs siioukl be reiaikirccd top and bottorii to cyan local anomalies such as b asshming wi tlnsltppnured tcligtdi of at least 10 feet` Foundatirm walls acting as retaining strnctuf 5' hook! he designed to tesim a laterad earth pressure based on an equivalent fluid unit weight of 45 pcf. Chen en laicw'1f icrn,inc. CO' d . OZU-£L6-- 11L6 Tcrd 0006E96 Looy S J�}urrctay■D:..) dlt - W - T - 100 01 INI6d31-11S GOO 1N 310 WO Jd Gi= : 91 G66 T - ti e --bold 11 ZOO'd 19CUON X23/X1, t/v:91 L6/1Z/E0 * d LAUB= October 30, 1992 Page 3 42e9 EZe 046 : I T 9661 € I- 3013 .rhor114121_ The natural on-site r►crils, exciusive of topsoil. are suitable to aupport lightly loaded MO -on -grade constaretio t, To reduce the effects of some differential itiiOvcment, floor slabs should be swarmed from ell beating walls and columns with expansion d which allow unrestrained vertical: movement Floor slab control johns should uart to reduce damage due to shrinkage cracking. The requirements for joint spacing and stab reinforcement should he established by the designer based on experience and the intended slab use_ A minimum 44ndt pryer of free -draining gravel should be placed beneath basement level stubs to facilitate drainage. This material should consist of minus 2 -inch aggregate with loess than 50% passing the No. 4 sieve and less than 2% passim; the No. 200 Sieve. All fill materials for stpport of floor slabs should be compacted to $t least 95% of maximum standard Proctor density at a t.uolstuse couteril near optimum Required BD can Consist o[ the on-site gravels devoid of vegetation. topsoil and oversized rock. �[ttilt X11: Although tied water was nut encountered during our exploration, it has been our experience in mountainous areas that local perched groundwater may develop timing tithes of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create n perched coaditlol,. We recommend IMow grade construction., such as retaining wade.„ 'crawl space and basement areas, be protected from wetting acid hydrostatic pressure lsuildup by an utxicrclraisi system, The dzains should ennuis( of drainpipe placed in the bottom of the wall backfill surrounded above the invert levet with free -draining granular material. The drain slttntled be placed at each level of excavation atm es least 1 foot below lo*wvest adjacent finish grade and doped at a tniriimucn 1 % to a suitable gravity nutlet_ .Free-draininggranular material used In the undcrdrain system should c'ott1zein less than 2passing the No. 200 sieve, cess than 5O% passing the No. 4 sieve a_nd have a isittaintiirtt size of 2 inches. The drain gravel backidi should be at least 2 Foot deep. $lake th;;(nage; The following drainage precautions should be observed during construction and maintained at all times after the residenco bas been completed: 1) itsuculatiuit of the foundation excavations and underslrib areas should be avoided dctt ing CoitStt action. 2) i tc, for 1maid! aitould be adjusit,d to near optirst mt moisture and cot'r+pact'od to at 1011141 95% of the maxi a rn standard Proctor density in pavement and slab areas and tt� ai learn 90% of the maxi,nurn standard Proctor density in landscape areas_ Free- drainirtg wall btiricilll should be capped with about 2 feed of die ori -site, finer graded soils 10 reduce )arz-facc water irtfiliratiori_ �`Ili�rt _Nt.n.11ic`r ft a:. 11:43- tames -sem -ozs c3'6 C006E96 Ot LurxuUJZ dI 10 %%5 -El -'OaCi iNILida-118 Q00r`IN3l19 WOdd ?."if:9T L36Z-Tc-NOW El EUO'd 19f:t;'ON xti/X.1. 44:91 LOWCO 'd Lisa lieu' October 3(1, ]992 rage 4 1 9 U106 046 Eta : 11 9GGI- 1-3a 3) The ground surface sun-oundit g the exterior of• [lee building should be sloped to drain away from the foundation in all directlacs. We recommend a minimum slope Of 12 inches in the first W feet itt unpaved areas and a minimum slope of .3 .inches itt the fust 10 fest in pavement and walkway areas. A swale will be needed uphill In direct surface runoff around the residence. 4) ].sof downVottta and drains should discharge well beyond the •iingts of all baei®lL. .ixiudism: This report has been preparetl in acuyrdttnce with generally accepted soil and foundation engineering practices to this arca for use by the client for design purposes. The conclusions and recommendations submitted in this report arc based upon the data obtained from the exploratory pits excavated at the locations indicated on i7ig. 1 and the proposed tylle of COMO'ttction. The nature and extent ofsulysurfaee vat fattens across the site may not become evident tiritil further excavation Is performed. If during construction, fill, sod, rock Or water conditions appear to be different front those described herein, this office should be advised at Dice Su reevaluation of lite recommendations may be made. We recoumetrd uusile observation of excavations and foundation bearing strata and testing of structural fill by a representative of the soil etlneer. ff you havC any questions s or If we may be of further assistance, please call our office, 5irwerely, ]EN-tiOit 'ifP.ltN iNC. tN t.C, . L f Daniel L•'_ ] tardi%t, i>.E. Reviewed by •TY4 • / '2 -- Stevens I _ yawl* , l'.b. L)1E1 f/ec Attachments ( 1L'if � (�t'rJl. rn iism, LDWW-EZ a-DL6 £@'d E• 3a'9b OJ Lt c t4nS IC' .1-urutmn 3 J12:=10 D6 --E1 --"a$O �_Ntti,�31 i�Y QOOf'1PJ370 1,I09d e :91 X661 -Ti?- 19W 'MAR -21-19E17 mimic: -13-945 16:3B FROM GLENWOOD PLUEPRiNT 01:72P CQITWQIitllty c2hcpQ1 TO 9G,9003 970 - 92 3 - 6207 • 47144t i. -;I liw.."- W,M.j-- 171711--.—• -_O MI; 1 JO /3t1.1 al. 4 ,; • sto. oAla WI ie." _ I -T=.,, tkir IT sid i• ...17 • 1117 MI ...I_ ....: El .........,. P. P.06 1 1.141 Ott'. ▪ • . _ IOW — : L— •••,•••••, • • cs A _1,1 SICIANLICIJ = 477 • 7- °I- ir,r WC, ; • n JAI 4{ A l'eltv e,ms 1444 E3 Q1 laiu 9 4P 1. 17d vio44MPiIA'a ! 5 X-211NI A Chilf 1 ug ttN▪ YS INOTIM77111MOMZEMS , flee.% !Anion. -nrrir NI 2-7! eel V co JO tlq 0 e • lI11 - a., AM; NM 'I I 4W, WI • WINS/ gigAly101 tig —71 As 10.014 1 kw % 9S DEC -13-1996 11:43 edit al.trzi4r4J Meititor impis 970 923 6207 ...••=••••••••=1.••• 4.44/44 kw. 4 Mr% .14 AN% Ili 11g4t p It, a iibiIl 4341,0 SigAIYNV 03/21/97 16:44 TX/RK NO.3361 P.004 P.06 'MAR -21-197 16:3;7 FROM OLFNWOOD BLUEPRINT TO 9639003 F.05 Ddit -- l3— S7@ 03 x 2EP CQMITIELf i ty Sticinol i + , 1 118 1N3W3SV3ig d r f• 9701-923-6207 P -07 I 101 pool ,1 j-fvfas livrex0 JddV DEC -13-1996 6 11:43 ltd Z 101 a-Ja mo 1.01 970 923 G220? P , 0 03/21/97 ]6:44 TX/RK NO.3361 P.005 m ' MAR -21-19p? 16=39 FROM GLENWOOD BLUEPRINT TO 96.39003 P.06 Doc -13-98 Commu n i .y SI -1001 970 -S23 -6E07 'uU['Ce+te3x1 30 amyl P.48 3Rars 3(J 'ON tums;u t }++ei}�}� = t1f11. e+hf 1 S. t 'C'M uc� Pau l ulaJ lei ).tfii - V* (%1 a'Irrlurs3 .ia; um - :1% buTI5el ktole.tcule7 .awri 42j►t ..inz> o ens Cana; JP1PM Ott sun;)eniln1; a17 79 sl Id ;'011 u! tsaaour+o lea 5PA .la1CM .N011 ON 01PJu3DP Pa,taPtsvc►a vg PtnatIssuo!;etgl3l nath ue 0r1 i ailklio a�t3 dw AMID .1 ! �1tt F.�u�aac�Ictxa X41• 1O'E 1C sr i 11d 40 ut,ijlt?nara vawns%e pftp 101%01 ptsig ,tq pialseam sen voci awl uaan#aq anvo aljtp u0l4m110 0111 " 0411 01 iuka.41) Sold ducoluJoldxa ;a sfiO; pose paanseaw lou 4.13M 54Id Caro.xoCdlra .40 5t+ot-teA 3 'paptA0.i6 ut►rct a.r`k awl up ummus s-aunlea;C uQ.. j 6uldel 11q kia-1.fa+ztlxaJdde palttsrraul &tam. slid Aaa-fe,+oldxa Jo suollppoi '4,0y)1)e.11. fl[169-t1E' v 41!H Z6f L ' aagol p up pu etiti3xa .saM v11d +S.m1['.in1+tx. •,'+Irf*u)es 4jnq EFc7wrn rp ,tfiJel ` t~ifi 6uTing rt u} Ctosd01 tau �11p1YMse sVM aJaLL '�1Mv.lq VA!! 61s)(1%» 4tltljts1'ab'GDP !Pow 'sJaPIntiq 1 tVuts pue salggoa papunaJ ql!" trues 'Ams :fw» FaAPJ9 '10Na931 tai -�—� a1 S DEC -13-1996 3.1:44 tiv &$i1 'Al3 ltd 9Th 923 6267 03/21/97 16.44 1001 = 1 flit 9 S 'Z =s31014 1 r'l 0 1aad - q'ideC P. 1i TOTAL P.06 TX/RX ro.3361 P.006 5 TO: FROM: PHONE/FAX: SUBJECT: FACSIMILE MESSAGE Nuo DATE: • - ..\ (27 NUMBER OF PAGES INCLUDING COVES �7 } GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N .. 2 3 a 8 109. 13th Street Suite 303 Assessor's Parcel No. Glenwood Springs, Colorado 81601 Phone (303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT This does not constitute a building or use permit. PROPERTY Owner's Name Daniel K. Trautman Present Address P.O. Box 2026. Basalt Phone 927-4495 System Location 0113 Crystal River Road. Rock Creek Subdivision, Lot 2. Carbondale Legal Description of Assessor's Parcel No. rte! /-4 araC .-Ft.�4. 3 G,'t?- ' , C' pi - 1.t.-„ r✓+`.r� i'''' A 4., SYSTEM DESIGN ,! r) ,T W /,`2 '-'0 Septic Tank Capacity (gallon) Other .,.'--.'"""~',. 17 .tin Percolation Rate (minutes/inch) Numberof Bedrooms (gr other) f � ' Required Absorption Area - See ALtaa+6433 $ R r� (,.eco- ., „A_Q,,, cry" ,ifh t< -i ^*!'-on- Special Setback Requirements: Date /D `ZQ-97 inspect o el/ FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer nA/ Septic Tank Capacity �. /8',, tr.ra ;I Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface !� Absorption Area Absorption Area Type and/or Manufacturer or Trade Name M, �►� Adequate compliance with County and Stale regulations/requirements Other Date / D c! `f Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit Is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an Individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class i, Petty Offense (5500.00 fine — 6 months in Jail or both). Annlleant• r:rnen r^.nnv nonartmpnt• Pink Cony (L) PRECISION BLASTING CONTRACT BLASTING SERVICES 11111k GOLDEN EQUIPMENT SERVICES VIBRATION SPECIALISTS PORTABLE CRUSHING SBIV1LES VENTER January 18, 1999 Dan Trautman 113 Crystal River Road Carbondale, Colorado 81623 Re: Bearing Capacity of the Stabilized Wall. Mr. Trautman; Attached are copies of the cross sections of the soil nail stabilized wall constructed at your residence. The bearing capacity to be used for the roof to be constructed at this site can be 2000 pounds per lineal foot of wall. If your needs are in excess of that figure, please give me a call and we can perform a detailed analysis for specific placement of load elements and the carrying capacity of the wall. If you need further information, please contact me. Sincerely, Albert C. Rudman, P. E. cc Dave Powell, Timberline Engineering 20300 W. Highway 72, Arvada, CO 80007.3031279-4458 • Fax 3031279-0908 • www.yenter.com Typical Section Screed finish top level Elevation determined by owner 8" Height Varies Max. H=15' NOTES: Wire Mesh Reinforced Shotcrete Facing. Nominal 4" thick Hex Nut and Plat Drainboard Daylights Bolts(by DywidagX Plate: 8"x8 xlh" A36 Steel Nut(by Dywldag) If H>10', 1.=15' If HS10', L=10' Hole Diameter = 3' Holes will be fully grouted Drain Board 10' O.C. 15' inclination ence Pin One row of bolts must be in grade beam. Grade 60, No. 10 epoxy coated bolts on a 5'x5' staggerd pattern Shotcrete; Minimum of 2' is needed between the wire mesh and bearing plate and excavated face, GRAPHIC SCALE 0 2.5 5 10 ( nr ITU ) 1 lack — 6 ft. YENTER``rr �/C�TOM����P�A//NII��ES, INC. �Afi. COLORADO 003) 219-442 il?MC" > TAN 'TRAUTMAN LOCATION: c RRBONDALE. COLORADO DRAWN HIR LLT DATA NOVEMBERt, 24, N96 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT Permit h� 2348 } Assessor's Parcel No. This does not constitute a building or use permit. PROPERTY Owner's Name Daniel A. Trautman Present Address P.O. Box 2026, Basalt Phone 927-4495 System Location 0113 Crystal River Road, Rock Creak Subdivision, Lot 2, Carbondale Legal Description o1 Assessor's Parcel No. ►moiC.) �]4., . fri 0-.A.c.. p t4„ 3 r.r e.. -(iv -v -a`+^^-4 ( I147,.."-L*" St L*✓ I��C Qr; en" .. ..u. l t.I�L.,1 SYSTEM DESIGN? '• el. t r) t --ti.) ii2JZ) Septic Tank Capacity (gallon) Other w,,,.°"""'•`, I fi____ f__ Percolation Rate (minutes/inch) Number of Bedrooms (r other) xI,,7 � .3 ' %lac 412 - 7. I la.,4, p ,',.r p Required Absorption Area - See Atiao1 33 8 14'r -1,c ; �J.,, err J4t1 <'f ..fCerv- -'' �� Special Setback Requirements: ^�J "_ Date / d ` 4 -- 9I nspecto�Clef f 1-r r fJrtA, FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer n ,,,,,,,, Septic Tank Capacity / 49 5 D Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area 33gR, p� Absorption Area Type and/or Manufacturer or Trade Name .41 Adequate compliance with County and State regulations/requirements Other Date / 1, r^' 7! f Inspector t le.! RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE }CONDITIONS: 1. All installation must comply with all requirements of th6 Colorado Stale Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an Individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class 1, Petty Offense ($500.00 fine — 6 months in jail or both). annnrent• r,reen r.nnv nonartmont• Pink Cnnv 1 PRECISION BLASTING CONTRACT BLASTING SERVICES GOLDEN EOUIPMFM SERVICES WESTERN VIBRATION SPECIALISM PORTABLE CRUSHING SERVICES ia a& YENTFR COMPANIES January 18, 1999 Dan Trautman 113 Crystal River Road Carbondale, Colorado 81623 Re: Bearing Capacity of the Stabilized Wall. Mr. Trautman; Attached are copies of the cross sections of the soil nail stabilized wall constructed at your residence. The bearing capacity to be used for the roof to be constructed at this site can be 2000 pounds per lineal foot of wall. If your needs are in excess of that figure, please give me a call and we can perform a detailed analysis for specific placement of load elements and the carrying capacity of the wall. If you need further information, please contact me. Albert C. Ruckman, P. E. cc Dave Powell, Timberline Engineering 1 /''/q 20300 W. Highway 72, Arvada, CO 80007.303/279-4458 • Fax 303/279-0908 • www.yenter.com a Typical Section Screed finish top level Elevation determined by owner " 18" Wire Mesh Reinforced Shotcrete Facing. Nominal 4" thick Height Varies Max. H=15' Hex Nut and Plate Droinboard Daylights NOTES: Bolts(by Dywidag): Plate: 8"x8"x h" A36 Steel Nut(by Dywldag) If H>10', L=15' If H510', L=10' Hole Diameter = 3' Holes will be fully grouted I Drain Board 10' 0.C. 15' inclination t 2 ence Pin One row of bolts ust be in grade beam. Grade 60, No. 10 epoxy coated bolts on a 5'x5' staggerd pattern 1 Shotcrete: Minimum of 2' Is needed between the wire mesh and bearing plate and excavated Face. GRAPHIC SCALE 0 2.5 5 10 Iiiiiim....1 ( IN Mr ) L Loch 5 tR YENTER COMPANIES, ryS,, INC. ARVADA, COLORADO (303) ` -44 p PROJECT: iDAN TRAIIIMAN LOCATIDIW CARb3NI EL COLORADO DRAWN BY: CLT DATD NOVEMBER 24, 1996 tra_Bi h WO1 i ligIN1 III twos MEV i. . �:tai. »: r✓ �. R 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. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because 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. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. 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. 1 January 1, 1999 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. 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, sheating, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40# per ft. up to 7,000 F.O.S. and an 80 M.P.H. wind. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. 1 Is a site plan included that indicates the distances of the proposed building or addition to property lines, other buildings, setback easements and utility easements? Yes V 2. Does the site plan include the location of the I. S.D.S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties), streams or w r courses? Yes 3. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 4. Do. the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes 5. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and t clearances required between wood and earth? Yes 2 6. Do the plans indicate the size and location of ventilation openings for the attic, roofjoist spaces's d soffits? Yes /t/ 7. 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 Li 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? Yes 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 10. Does the building section drawing or other detail include the method ofpositive connection of all columns and beams? Yes 11. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing grade contours? Yes �� 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No 1/ 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No 14. 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 Uniform Building Code? Yes No 15. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No 3 16. 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 gl 'ng for these areas? Yes No 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated . n he plan? Yes % No 18. 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? Ya/4 4'617e No 19. Do you understand that if you belong to a homeowners association, 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? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes kV- No 20. Will this be the only residential structure on the parcel? Yes No \/ If no -Explain: 21. Have two(2) mplete sets of construction drawings been submitted with the application? Yes l/ 22. Do you unde stand that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes No 23. Have you designed or had this plan designed while considering building and other construction de requirements? Yes No 24. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by a Garfield County Building Department? Yes No 25. Do you understand that approval for design and/or construction changes are required pno to the appliof these changes? Yes catio No 4 26. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "School Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes No 27. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 4:00 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your i spection one (1) day. Inspections are to be called in to 384-5003. Yes No 28. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection arior to receiving a Certificate of Occupancy and occupancy of the building? Yes \ - No 29. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the project complying with the Uniform Building Code? Yes No 30. Are you aware that prior to issuance of a building permit you are required to show proof of 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 No 31. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes No 32. 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 issuance of a building permit? Your attention in this is appreciated. Yes 1/ No 5 I hereby acknowledge that I have read, understand and answered these questions to the t of my abil; date Phone: 9Po-�G ''i - 08"7 4. (days); Project Name: Tr"; f.4/AtipAi Project Address: /1 C i�/ X74/). Notes: (evenings) If you have answered "No" on any of the questions, you may be required to provide this 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 8/00 6 1 O VS 0 1▪ .4 0 o .= T . C 16 Q C�'C w p 1.*:m' -ii: .in O Ua ^ = H a� • e�� c.O O y O voc�, E c •o rt g N a� O To 0 0 = O V 8 es z� g z County Road (Note the Road Number and Name) 1994 Building Cede Setbacks: 25 feet front and rear and 10 feet on the sides Snowload: 40lbs. /sq. ft. up to 7000 feet Seismic: Zone 1 Windshear: 80 mph Wind exposure: B W indl o ad: 151b s. /sq. ft. Frost Depth: 36 inches -30 inches from finished grade to top of footing (Liveload is snowload-imposed by snow) PeirrL4- fi753 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 109 8th St. Suite 303 Glenwood Springs, Colorado Phone 945-8212 Job located at 19 It 3 Permit No. 7753 I have this day inspected this structure and these premises and found the following corrections needed: CLOS Pr re- 117444. Zdvil c°14 CLOS s18 aL ON Cr-AA14ry S fit' , . F foc You are hereby not fled that the above correction must be Inspected before covering. When correction(s) have been made, call for Ins .- ctl Date )1—(1-6 r Phone 946-8212 19 ung Inspector r 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 Issuedq f ° tined Area Permit Noqr) 5 `` 3 AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the coning, 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 fro the County uilding Inspe or IMMEDIATELY BECOME NULL ANDVOID. Use d�&r all +) h a M Q/y1'ee'i nus AddressLegal Description Jrk1 uta�Ctdet 1x� mftn ( t ` +r t 1 Contractor D ` j e Owner Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing `7-2,; ,:.--.). Foundation c i - VC -CA- 'k -.5�; rPlumbing/� Underground Insulation _e• � ' i , c,, fa Rough Plumbing Drywall /I-Yi:1 4 f' Chimney & Vent .'.,f' ;;;240,4:,Electric Final (by State Inspector)' iv 03 r Gas Piping Final 6#6_ 70- 03 Electric Rough (By State Inspector) Septic Final Framing (` _;c -t 1 :Notes: (To include Roof in place an��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 Phone) 109 8th Street County Courthouse Glenwood Springs, Colorado. DO NOT DESTROY THIS CARD '' 4 £iA IQ Ith..Ei4o� _i iC ,uc7 IF PLACED OUTSIDE - OVER WITH CLEAR PLASTIC -`3-1/- 5-rr0 APPROVED Date Q By Akirek` GARFIELD COUNTY BUILDING and PLANNING NOTICE OF CLARIFICATION FIRE PROTECTION: It is the interpretation of this department that the provision of UBC Section 302.4, Exception Number 3, also applies to openings for access to attic space above a U occupancy. The access door in the ceiling of a garage must be self closing, tight fitting, solid wood door, 1-3/8ths inches thick, or have a 20 minute fire protection rating or the one hour fire separation wall between the garage and the dwelling must extend above the ceiling, all the way to the roof. ENERGY CONSERVATION Garfield County is enforcing Resolution 96-05 (Chap. 13 Energy Conservation). ➢ 2" x 4" Exterior walls must be supplemented (Le. Rigid insulation with taped or sealed joints or other approved ways to comply with minimum county insulation requirements: R-19 — Walls; R-29 — Roofs; 1* R-11 — Floors over unheated areas 1* Exception: Insulate foundation to frost line and install vapor barrier on ground surface.