Loading...
HomeMy WebLinkAbout5245No. 5245 GARITRL I) COUNTY BUILDING SANITATION and PLANNINGDEPAR7MEN/' 109 Mb Street Suite 303 Gknwood Springs, Colorado 81601 303) 945-8212 0604 Mineota Drive, Mineota Estates, Lot 5, SiltJobAddress Nature of Work Building Permit UseofBuilding Install Manu. Home Owner Martin & Pamela Yenter Contractor Ctwfle4WEell Country Homes Amount of 1'exrnit $233.65 Date August 9, 1994 Permit: 81.00 Plan 52.65 Set Up 100.00 Paid $152.65 7 -6 -94 S. ARchuleta Clerk S GARFIELD COUNTY 0 ' 1JUL, t IMPLICATION FOR BUILDING PERMIT PERMIT NUMBER Soc Cy.• id',':1)?j ?jilt',please print or type DATE 9 -95AssessorsParcelif TO„ BE FILLED .OUT Bar . 'SLtrANT PLOT PLAN ADDRESS O a i eo - 4_ 1- (tie j NOTE: Show easements, property line dimensions SUBDIVISION K M/ &6 all other structures, specify north, and street FILING # 2 LOT #BLOCK #name. For odd shaped lots, or if space is PI TAX SCHEDULE #too small, provide separate plot plan. LEGAL (SEC/TWN/RNG)OF BUILDINGS NOW ON PARCEL l r USE OF BUILDINGS NOW ON PARCEL W NAME Al/ 4.a.-7 P EL 1 Ai f MAILING ADDRESS 2102 S. SP.ti,V 6 y vi-c14 5 CITY " .cprYN4.f PHONE S'E - 7 - O-As- 30 x 3 O = S 0 007 a NAME A U e w ADDRESS CITY o NAME Ibf Li „i' 4 • a 4 NYcT u ADDRESS ($Q x LL A CITY lVQuJ , rLE- Co qoj . PHONE J-42 LICENSE #fri citric /i g -2R COam/. / , r^ CLASS OF WORK Cr l / .J S 4 _ I NEW ALTERATION ADDITION S-<' 7 --L-7 0 V DEMOLISH REPAIR MOVE MOBILE HOME (make /model) QDco 1.4) esr-. CA ;fro tro pS.F. OF BUILDING S0 S.F. OF LOT /O "fe'Le) -f sa3 a 7-w V Y OF FLOORS I HEIGHT rip « OF FAMILY UNITS OF BEDROOMS 3 INTENDED USE OF BUILDING /aS AiI En) cep 7ARAGE: SINGLE DBL CARPORT: SINGLE DEL FRONT PROPERTY LINEFIREPLACE DOCUMENTS ATTACHED STREET NAME /ROAD NUMBER WATER SUPPLY CHECK IF CORNER LOT DRIVEWAY PERMIT DESCRIPTION OF WORK PLANNED SITE PLAN BUILDING PLANS SANITARY SEWER CLEARANCE I hereby acknowledge that I have read this ON SITE SEWAGE DISPOSAL PERMIT L—application and the above is correct and I OTHER DOCUMENTS (specify)agree to comply with all county ordinances and s lawting building construction t, l/1 - PSTq6 L i P.-7C WOrf/L s' 4J/ / OO, —SIGNATURE FOR OFFICE USE ONLY VALUATION S, Ugly. dO FLOOD HAZARD 1{ •L PEWi FEE $ /! oa PLAN CHECK FEE $ - !52. C$CERTIFIED BLDG ELEVATION ISOTRL FEE 07 ¶3. Cr SCHOOL IMPACT FEE $ 200.-- SPECIAL CONDITIONS DATE PERMIT ISSUED ZONING DISTRICT A -R-RD PROBLEMS WITH PERMIT TYPE OF OCCUPANCY g-.3 TYPE OF CONSTRUCTION tire Non. -c ADDITIONAL INFORMATION NEEDED J.F. OF BUILDING /530 S.F. OF LOT /0/1c._-f MAX. HEIGHT V•ROAD CLASS. Loc.. `{w'}.CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FRONT ( loop t-OR ENGINEER REAR S0 fl RIGHT 3 CJn 0.LEFT a j0 ef, DEE STREET PARKING SPACES REQUIRED _ SI APPROVED L/ APPROVED:5 .73 3BVILDINGINGDPARTDATEPLANNINGDEPARTMENTDATE ev% 7_ri 0 in t— ioo 250 1407-kr:F.• rya ctps 4./0' Pmeramt S eistgede rift!' /1 TO ere r/r/ItictieC1/4. Lie404 y die 4 ,.../0 new crypt- M./ sra.; _c rmis yang j9rO 9g OtC#Ct wee ro It..sIneGeret r0 ac2 P PS est erPrea.Of v pc-co/Weer tr rivets AKNia vlso r Is nr•feltrlita 1,•trik r/teNt /Prifierer gee aleet0 et. rour•O•grei 0-0 erreseettae terePtlinff_O grreg etetWerree of Me °ern r4/ott To illeeellwr or corterlarr On ailoar, efirt-le gcf COUNTY COP)/V Xebet140/1701d4c vfraid Conoodow. wing/ taOrears rt::: t" i ILI* z•) 440 ,4 g 2 TciikeTkr; , !c 4 1:1 k"1"LI. KEEL IliY CALL f rt 611.I. DING ILI5rECT ovre,e e(s foinhoe as w er,,,kmorw eikrn Z 7;04)6 2— c M.iA v Ri r G.iC ".I'flki'A M 'TN 4Y'TrYii'r y, p 1 pYI GCI.I yrl Y 2a-A— ra Irygl.V thug:- rill::r 6 / _ 12t" rk; un ° Ntiyt5t s gr M 'FY x rt / +w 1 s' P:PAu /z M '-10q 2. A r, r -!u ... I ieicityty^ :- r4n.x 7 k - t Yh 19' 0.eR 1 } `" I a1 1 t s+ I - . . • r Ioil- I 71or 1 dlI•I'I :I 1 -11 1 1 1.1 1 . : :.. 11 .. :• ', I._. ..,_..:_ , 1.1 -13 I w. g II I: fl!:.1 ti I III CD .l I t- -.., 1 ..` . k 71 I i 411).711")1 lia I i 41.. !- °° 1 1_ i 1 - P- S 1 L1 1 .1 r --1 r I I iIICI1 '1'..7,E11,..;...,I 1 CI i I r 1t1Witi1 I I i - i I , I I .. rte r .r_, I J n j I 1 i;I 1. 1-i t il yuIv ytxr iAfa 1 1__ U on Co 6 h co: , 9 - 6 4 __(.7.8 P-8 t, ;• : 1 :-31 ` , .. , Wgsp . 4te , :ri , it:,:,,y.l, p ii,, Itkris• t i .--4 4 1..@;;..;.i/t.;;..y 1.1, -11 1,1 1,1 11 ' , /e-1 ,14-4 . ,4-1.,,071.W : 04, - 4.1 . ...•110...t.t , ... , 1,171.0.4..th\ iLethe cifitha..71/41, d! , .... 4 \ 1 . !...W.P.17.77.14MOTWOMpitit. ‘.'-',..70.5,1,1:Tet7,7-?7,',.)''..ck till,t,f.Z.A:0;<?r,,;1,a14473Ung%14.4,,,,c,,,:jr.44;;;.1/4‘...i.,,,..4,t•A,-,`,,::,,,,.1..:- II 0 r.“ A ccE s csinsitv G 2- ik At S.+,(.1A S I E. cF tjl, CINS 144 Ca 4 . .. i .. . .. PlZ.(14 ID I,I•svL crt 9 6 ...T aAtts .. ...,..E X C h \•+ ?SIT Z`c - : :19•_.._ac..cs..s; . <31,:ti\IWG_.• Z_ _ 7 e: • 0, .. c Yea I.,. ing_it .:. '._i...:.. ,...:..:. 7 (SP:.:e.. .. ---: : I., 4 41 lig V4ERE I 4 ea '.. 0 laCE kl.:Ip _f2:Re..)vi .S al...lb 1i AV,- iti ...__ . 4.1- a.... .: :. • : , - , ilihe W./.7_ -..---Lk.1- AA,?.s: . 7 4 i/E7,6„itr-- c). ?..z.d a cLi121ae._ v L roJkrio;4. ; - • : j - u.. i, ..: 1_7;_44....t_ei..,:seLc 44 !' .1 litj rr 1 r 'l 21 i1-7 • i ' e.....01Cf -- '''''' --.' 7 '17:. r aLa-417.T..-i-r2...-4-4L- • . - 7'I t - - . •-, ifr..XC4 ft itrn1L's 1111t •-!,;--) - :- : WI - t 1, 7 :--",;-: • - •; --- -----Ho-Ai 7-7.,- 0:7 r:-,•., 14 1111 I '1:pj . Pr \ .9`... , '' ••-•(. T.- , • -1 N -Id" 1 ..--;',14,/r: ,,,, P vi •-•‘. ' 'r , Pv"rz2.!: ••?___",. ' \.• ._;_:..,L__: I. L 1 .... : _=ii . ir" i -r• 11 ti,•,'A4' r : i: tek24.: ili.,AU, Lii•tSf.TE - 1 t t -- c-- 1 LA ,_... 7 U H D A i c:J T LL 7 -- --1 , --- - r- -- c-:-fr I 91.-4s'frleic- CZ- L.S rci C 7 kt y +' s F Y 44 a-.:'i ',i•1 •. •. y • ` R} d ' (fl dr..... 4 GENERAL NOTES BELL COUNTRY HOMES 4120- A I6N IVLE LI)AD5 1. SNOW 40 FSF 8, 1MN17: EAEG AND EF rr1 2,0 MPHH --2 . FZESIDENT1Al.40 P 4. SEISMIC ZONE 1 1. UNIFORM EUIWIN6 CODE (1991)2- ACI BUILDING CODE (AC-4 318-8S. A15G STEEL CON5TRL'OTION MANUAL (9th Edlticn)4. ALTO 71MBL7Q CONST1zUGT10N MANUAL (3rd Edlticn) SUILDI F6NOC fNGS HAVE BEa1 DESIGNED USING AN ASE,t-JMED MA)CIMUM .:ALLOWABLE SOIL SEARING PQF OF 20 F PLACED ONUNDISTURBEDSSJMSOlL. SAILS ARE A51MEp TO SE UNIFORM AND NON- ..EXPANSIVE. THE CNWER EHALL RETAIN A SOILS ENGINEER TO INSFCCT ._.......:_ .:.__.- :..:._ '_. _ ...- ..THE SEARING 'CISAJMPTlON5ANDTO rte- JSMIjT A PNRITTEN REPORT. NO FOOTINGS SHALLSEPOURS, UNTIL A GIVENSTRLICT'URAL ENGIN ST THE ECIILLS EENNGINE OILS . THE S IS•46IINLLALSOBECON5UL1c'D EY THE OrfN E IN REGARDS TO PCFOUNDATIONDRAINAGEREJIR)~'1Elr5, AMP ANY AADDITIONANAL i...:..CONSTRUCTION RED, tlRtZfENT5 , 'FE T© 51# SCIL5. D. CONCRETE CGTICRETE HAS Scil DEIGNED AND SHALL. SE CONSTRUCT= IN ... _ACCORDANCE YNTr•1 TriE AME°21CA rTcNCONGZ INS1TTUTE SUIWIN6 CODE1C1318 -el) ALL.CONGZT SHALL HAVE A MINIMUM CG7VIPR;~aVE .,_..STRENGTH OF 3C00 PE IN 25 DAYS. MECHANICALLY VIERATE ALL .- :. _CONCRETE %'4-IEN FLING= EXCEPT SLAB . ON GRADE. ALL. SLAES CMGRADESHALLHAVECONTROLJOINTS (KfED CR SAW CUT) AT MAX I: _..... - _.'.__,.-E°GH WAY UNL-._. 5HCNP{ OTHEx2W7 PLAYR£ NFGRGING EARS SHALL 6E A5T1.4 A615 - 6RAD8 60. NO SPLICES, OFREINFORCINGSHALL5EMADEANDNOWEDIN6CFREINFORCINGSHALLSEP£FMIi 7 EXGE°T A5 DETAII•' OR AUTHOR Z..--• ST THE AT P TURAL EN6iNa LAP SPLICES, MERE PERMITTED SHALL EE AMINIMUMCF3bSARDIAM ANC = PACING ARGUND A PROVIDE CORNER b Gi ? 1AL 5i A .1-• ..._. .CORNERS, PROVIDE .2 z-MINIMUM OF 2'-0" FR.GJT o EARS Ne A WAL1_5, SEAMS AND c BEYOND THE °IDES CF ALL OPENINGS IN TO LASS: PROVIDE ALL AGG Oi riE FLA S . W F°GF2T_ RvNFCRG;NG-CSITIGNS S.4.19 ON iric FLANS. ... _.... -ELL:EDEIR-„ FAERLC SHALL CONFORM TC tTM Ai83. LAP WERE 'FAERJG RE'NFCRCEM=•4T ONE FULL. MESH F':JS 2" AT SIDES AND ENDSAND "RE TO6c-THER.NCACR.5.?AP.INCr Phi — 5i-AL CG5i-ALL TO .AEx, f PvC7 AND AND E PL--s.0WITHacTiiiiN6i `.'-1P' o'4 C i .'I GI", t SHE=-G Cc. L.5-'73 8 5 r ••, : • $ , (0•44•,••Cikilte•IL .T:'‘ . 1 - 4;....:,•;;;t 404:4 a CoNCRETE MASONRY •r 7" 1544. CI-1U's SHALL. CoNPaRM To ASTM CcO, CMOS USED SELSAI '6RADEAMRALLEXTERIOR. HALLS SHALL 135 GRAVE N :11"ITERIO•R CONCRETEMASONRYUNITSNorEXFoSEL2ToWEATHEREARTHMAYBEGRADEN-1 OR 5-1. ALL MORTAR FOR ea - ER.102 HALLS .4.10 IM 9H6HALLSSHALLCONFORMTOASTM270, TTI'E 5. - GR.CUT FOR. MASONRY , • I BOND BEAMS MO PILASTERS SHALL SE MACE HIM STONE •-AGGREGATE AND E1-1Al_L DEVELOP 5000 F34 COMFRE3elvE STRENGTHIN7.5 PAYS. ALL MASONRY DEVELop 1350 PI ULTIMATECoMF:RrelvE STRE (Fm,) IN 23 PAYS. RCP GROuT IN vERTICAL7 ' SpAcEs IMMEDIATELY Ar- 1 cm POURING AND A'SMN 5 MINUTES LATER.PLACE coNTRcL .. IcINTs IN CHU HALLS H1-IM 24'-0" O.G. EXCEF'T CHU ," Hcfz1ZoNTAL RENFcRoN6 .s.+IALL 5E STANDARD "DUR-O-NAL" CRAOTHOFzIzEDEOJI'VALE-IT SPACED AT 16' 04;i EXcEFT AG NOTE. :vERT1CAL NFORCING SHIALL EXT0417 FOR THE FULL NET OF THE ;NALL IN GROUTED CELLS. GERCUT LIFTS SHALL NOT EXCEED 4UM-F5 CLE AN curs AR.E FRoviva? HHIGH CASE &Ran" LIFTS SHALLNoTExCEEOFRavve1 - E N CalTER CF 6P-0.1TE0 CELL AT kALLCORNERS, INTERSECTIoN3, WALL ENDS, BEAM BEARINGS, JAMES, I-EACH SIDE OF CONTROL JOINTS AND AT INTERVALS NOT TO EXcEe, 4,5" :O.G. UNLESS NOTED OTHERME ON FLAN. Dora ALL VERTIcALREINFORCINGTOFOUNDATIONNTHDcreLSTOMATCHHALLREINFORCING. PROVIDE 2 - *15 CoNT1NUCUS HORIZONTAL EN V DEE° •GROUTED BOND SEAM AT EACH FLOOR AND ROOF LF-VELS AND MIN 413 1LONG. BP e ALL BEAM BEARINGS. REINFORCING EARS SHALL ICONFORMTOASTMA615, GRADE SO. Al SFLICES, 1- EARS 40DIAMti =45- AT CORNERS AND INTERsECTiONS, MAKE HORIZONTALBARSCONTINUOUSCRPROVIDEMATCHINGC.CRNER EARS. ARO.RiDOreifNer5INHALLS, FROVIDE 1 - 14 TO 5:-c7 A MINIMUM CF 24"serer° =GE OF C4 F. ALL r:IMENSIcNS CN STR.UcTURAL cRAHINGS SHAl_l_. SE vs r---- AGAINsi THE ARCI-411 AND arecREFANCIES SHALL BE BROUGHT -To TIHE Ari OF THE ARCHI-LCT. G. THE AR...I MUST AUrriCR.J.= ALL al5STITUTIONS.AUTHORIZATION DOES NOT RELIEVE THE CONTRACTOR FIRCr.1cONFcR.HANcE AcTri THE DRAYINEr5 AND SPE''....-IFICATIONS. H. CCOROINATE A NiNGe THROJGH FLOOR-5, Yi.%/-LIS AND RCO" F5NTHmMECHANICALANDELECTRICALCCNTRAcTcss. I. DO mar SA-c.K.r-ILL AGAINST HALL.3 UNTIL FLc.•-•- AND ROOT: .3BRACINGTHOSE "ALL'S ARE IN PLACE CONSTRICTION HATER/ALE SHALL SE SPREAD Cu! r FLAG= ONFRAMEDCONSTRUCTON. LOAD 'SHALL NOT EXCEZ. THE CIELAIGN !NELOADSO... FOOT. THE CONTRACT S7 L AND77REPRa-- Tr-re STRISTIRE. TH1E1' CO NOT 1Hr:te 1METHODOFC...ONSTRUCTION. THE CONTRACTOR 94-fAl PRO/!OE AIMEAaRES.:-: NECESSARY TO FRC The STRUCTURE DIRING I - CONSTRLICTION. SLOH MEASiRES SHALL INcLicE, air Nor sE LiraTO, BRACING, 3.NE. FOR L.z..l'ACS CUE TO CONSTRUCTION E.O.,11IETC- cr vleiTs To THE SITE St Tre STRL'CTURAL L. Nor INCLUDE INSFECTION OF THE ABOVE IT9.:15 NCR iNILL rHESTRUCTURALENGIN -a:R. SE FRESPCNSISLZ. FOS THE CONTRACTOR'S 1MEANS, NIEr-i-CDS TECHN/a.re, 50.,frEk-c FOR PROCEDUR:-= CFCONSTRUCTION. OR THE 'SAFETY FR !CAUTIONS AND Tre PROGRAMS'IINCIDENT THE.RF-TC. L CC- S 7-3 r INSPictifthil WILL Sill DE MADE MAIM THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued.....Zoned Area Permit No AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the ermit may then be revoked by notice fronowitLBuilding Insp r end / I yM ' PMET , E LY BECOME NULL AND VOID, Use Li`ss A o t OTC) Address or Legal 9 escripk A= 0 f 1 e t a1 r r OU P e tIaOwnerr . lI Contractor b Setbacks Front Side Side Rear This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. INSPECTION RECORD TspS a3I Zoning wing ELhe-r_it cF...49'-jO -61;74a t . Electric -Final (by STATE inspector) Footing k22elQh Foundation t 1 Plumbing - Underground Gas Piping D _/ 0 _7 Heating Ventilation Frame Insulation Plumbing -Rough Drywall Electric -Rough by STATE inspector)Final /Q ,- j9 —74 it ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING — WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 945 -8212 10 9 8th Street,County Courthouse,Glenwood Springs, Colo. APPROVED DO NOT DESTROY THIS CARD rye y # j 1 J4/7atolt! t s o, nil l - °SC11 r C0 OUtic4 0OmLbDOtag, tai Qi H 6 OVIOV7UH0tONp4oNtryrNa) 0 v ,. yr ' „ rO b 4q A H N v o0ri U • o O u m ai o • dzN0 a 00 G U rn y G. L.Ns 1:1 Q H 3 O = b b w z o t 2 v' z co i - i O 0 rn Ni L' et. b N U N O 4 V G rn D 0 054 4jU 0 0 Wee C `` O N a O 4 + CI w U ti O O O 1 Q O O codV J Q 1-4 n , tivQn O C N a`7 to Q C = M C U 0 1 a E.S. V 0 a iti 0 oo C pp it 0 w a N O F-t D o Cfy r--I A t .-- 1 to el = Ital 0 3 v ciskai0 P+ o R ril r{ a w G T.0 u 7 ( G.7 WW U 4' HI O O O AE V . its 4 ca c U O 1 b4 p a a 01 0 R B S7 N a) r rn ti cC 70 b U = 4 h w0 o cr w o \M a? 2 a ou c 0 on d v Ni Es is ag0.1.i cs u ,79, N O U S 1 IS 0 6 z. ' e S ,n 7 U 6 M 0 W r°'Oo