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Home My WebLink AboutApplication- PermitNo. 6214 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Slrcct Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 Job Address 0073 Dakota Drive, Dakota Subdivision, Lot 20, Carbondale Nature of Work Building Permit Use of Building Single Family Dwelling wDouble Garage Owner Dakota Duplexes, LLC Stewart Watkins Contractor Amount ofPermit $ 1,587.71Date Februaru 27, 1997 Permit: 962.25 Plan : 625.46 Paid $631.96 2-10-97 S. Archuleta Clerk May -31-96 09:3CA Ste -]-3a Archuleta Ap 70-945- 1555 BUILDING PERMIT APPUCA ION OARPIELD COUNTY. COLORADO icant to complete numbered spaces on! PERMIT NO. 6 ITP PARCEUSCHED NO. P _ 01 1 _ _ 2 LEGAL DESCR. CWNEI�akOta CONTRACTOR LOT NO. 20 n,Tp] pXPc teWart Custom BLOCK T,1 (' B1 - ` SUBDIVISION - cinknta AUORES 0 C-�.inso,t D�'i[^P #1E�H927 ADCRESS same as above ! 31 PH _smile '1I< AH sa•ma LICENSE NO. I 1 3 4 J.W. Watkin ARCH'TECTOROESIGNER & 4S�'�at .DDRESS S.ur 8�t - ll v1.1 927 b0LICE?SENO ENGINEER .,#9 ADDRESS ",,I LY'ENSE NO ¢j 3,F OF BUILDING ,_1-5$$-- / ??9' . S F OF LOT 9481 HEIGHT 161 VO OF FLOORS 1 7 se USE OF BUILDING REsidence PW(.iiWG- 0184 t @ 6 729 _ ` j3 3 vRR; r EW ❑ACDITICN ^ALTERATION iREPAR ❑MOVE REMOVE❑"%gi7,51�r 5-219V7477'L 2` CUSso•w 9 eflqwL DESCRIEEMR: construct single family residenc��vly. S'P9cq• f,g7r. .00 Q. Q1 10 GARAGE SINGLE DOUBLE XX CLAPCRT SINGLE DOUBLE Il I ; • Ger 1//740 rfrr 45711y Etc, cz1 j r' II I,I DRIVEWAY PERMIT CN SITE SEWAGE DISI-OSAL PERMIT SITE PLAN 199,1( Tor/74 S'.c": 11 VAWATIpI Of YfORK. 5 'r' Ar.n.JBT}D VA f r 3'd °;� 455•x5 = Ir/yS7.3 5.z00-1(17,.2 = $9'70 •da/ PLAN C -E .A FEE SCHOCLIMPACT FEE ,}-? PERMIT FE fps 7.7/ No Of EJILOING S ,CN PARCEL USE OF B'JILOT GS NCM CN I PARCEL TCT ALFEE ,L$ g %5370''' %• 46 NO NCTL.,E SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WCRr{ 0I t:Or,L5TRUCT[UN AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CGNSTRIJCTIGY UR WORK i5 SUSPENDED OR ABANDONED FOR A PERIOO DF leo DAYS AT ,4N 1' TIME AFTER VWORK IS COMMENCED, I HEREBY CERTIFY TI -FAT S HAVE READ ANO EXAMINED THIS APPLICATION ANC KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISION Of LAWS AND ORDINANCES GOVERNING 5 TYPE Cf 'NORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN Or ?. o . THE "RANTIN. OF A PERMIT DOES Nor PRESUME TO GIVE AUTHOR T. VVOLAT- 6 CA L'' _ E PR0\ISIONS OF ANY OTHER STATE OR LOC 1 A REG ING ' • R THE .FCRM&NCE OF D1l1 � IO led I Signature of Amer, Con:rector or authorized agend. • ,God nal - abav N1244 :..T L�® 7 PiaznlrrA DepartmentA;pro.Ie •a J g Daparlmant Approviarcka e WATER SUPPLY 1 DATE PERMIT ISSUED —a 7 ,7 OCC GRJ? j / OCNST TYPE SPECIRL APPRVVMS ZONING HEALTH DEPT REQUIRED • RECErvE NO1 REWIRED FIRE CERT SOIL REPORT SETBACKS FLOOD HAZ_AP J MANUF. HOME OTHER AGREEMENT PERMISSION 13 HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND)OR THE AGENT OF THE CONTRACTOR OR OWNER TC CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN iN 30.2S201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. ti THE REVIEW or THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FCR ERRORS, OMISSIONS CR DISCREPANCIES THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT. DESIGNER BUILDER AND OWNER COMMENTS ARE INTENDED TO DE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Gar -Form DQ3 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (1NUI1L pd ,a.- 01,-,/d -72 6.51.9 ige ` • ?SS-. 75 Stewart Watkins 0073 Dakota Drive Lot 20 The plans you have submitted to be reviewed by the Garfield County Building Department lack the following information: You do not have a section drawing showing: footing foundation rebar size of footing & stem wall anchor bolts plate joists stud size and spacing sheathing and wrap siding wall insulation floor and roof truss framing A window or door schedule has not been submitted with the plans to show egress windows from bedrooms, Nothing to verify required natural light and ventilation, The engineering data of floor and roof is quoted from the 1991 UBC and has been approved for the duplexes. Garfield County adopted the 1994 Uniform Building Code January 2, 1996, All plans must be in conformance with the 1994 UBC. We require engineering data on each individual permit, with original architect's or engineer's stamp. Copies are accepted for mirror images only. Plan analysis and correction report on the duplexes are unacceptable and irrelevant. The Garfield County Building Department will require the same information as above be submitted for 0011 Dakota Drive, Lot 11. Your plans will not be approved until the relevant information has been submitted and approved by the Chief Building Official. Any questions please call the office and speak with Don Owens, Chief Building Official. Thank You. CC,A-c PE6+4T AL G-iJY E & N -- . HAS REV THE FTG d FOUNDATION FLAN FGR DAKOTA MEA CY45 FREaARED 5Y STE VART-WATfCiNS. TRE—TYPICAL FOOTING OF 24"X10' Y4/ 2-*5XCONT_ 5 ACCEPTAEI '.eve—e ALL Y'b4L RE iFORCL IE iT AND EXTERIOR PIER r S. INDICA= ON THE ATTACHED DETAILS- ATT?LFIF, DETAILS AN C- L. NOT, FGR AD iTiONAL INFORMATION CONGt�Z- NiM6 FGUNDA T 1GN wNSTRIIC i ION. NOT THAT THE IL.5 REPORT FOR THIS FR.O..LECT 15 A SIIEDIVISION REPORT AND NOT SITE SPECIFIC,. Pa6SHTAL. EA.Pr EhIGMEw25 REQUIRES CONUJLTATLON WITH THE SOILS E461N1�* PRIOR TO AND DURING CONSTRUCTION TO ASU/RE THE ] PL-1E+1TAT1ON OF THE GEOTECHNICAL REGOMMINDATIGNS REFE3RENCED IN THE GENERAL NOTES. > 'GHT GUY e,i15414 .5 HAS Ei4 ; A IEJ TC DE .'EN THE FCUNDAT ION SYSTEM ONLY, AS NPICATE HEZE- N. AL OTI•f 5 RUCTLRAL D 9GN, INCLUDING ROOF AND FLOOR FRAMING, ?-RE THE RE.-=FONSEIL ITY OF OTHER'S. FEGHTAL WY ENGIN NAMES ANY AND ALL RESPONSBILITY AND LIABILITY FOR FROSLEM5 WHICI-1 ARISE FROM FAURE TO FG1J-01 1 THS PLANS AND THE Dr.,LLCN INTENT THEY CONVEY', OR OROEM5 IUAGEFPT-SATO OBTAIN AND/LO?4 6DANOFPE6}HGI.. RL EGT TO ANY i- RGRS. OMISSIONS, MG4:N515TE iC AMBIGUITIES, OR CONFLICTS Y4E•EICH ARE AL Sa. PPRo ice• arurnrrrr.y x,,r.4;,,,n��y�N • APPROVED • SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS . GARFIELD COUNTY -- BUILDING *EP • r TME?,1 Ettte_ `. 24111 FI �; COPY .1 P10INSPECTION '►if:'!'.^ THESE PLANS CY; Ira 1 Aige . 3. 4 EiGHTAL GUY ENGINEERS CGNSULT]NG STRUCTURAL ENGINE:RS F.Q. BOX 1646 BASALT, COLORADO 81621 (303) 927-9510 TA h)fitp.).4. Zoe! ; `t�D SHEET 1 GF 5 • ISSUED `+-Z3-1 ,jw;WN 2x6 BEARING WALL PLAN T. Y4ALL F=LOOR JOISTS PLAN .00 TMUCUS MBS STRAND *5 PM 32' O.G. POO'ns& PLAN 8" GLR PLAN 2506 P. T. :ILL W/ 1/741 ANCHOR BOTS 0 48" O.G. 2- *5G'4TTOP 1 V2" GLR 5VE.To16c c. 2 - *5 LON61T. FLOOR FRAMING @ INALL 3/4"- V-0" • B8 PEIGHTAL GUY ENGINEERS CONSULTING STRUCTURAL ENGINEERS P.O. BOX 1640 BASALT. COLORADO 81621 (303) 927-9510 • bkr-De ` {ti 1', Co IA- bOrt.V6 SHEET c,5 BRAWN CHECKED Sr. PL.'I, sae PLAN 2xb 0-16" O.G. EEARH6 AkL: 2-x5 CONT. J $. I OOTIN6 Sc: PLM 1501.117 51. -GG iN EETY•4 i JOISTS 7 -'WOR JOISTS S5= FLAN - OvER. ER6. NNAL! 2x P. T. PLATE N(/ 1/2' G x 10' ANCHOR BOLTS 0 48' O.G. 5E PLAN B.BR6 YsIALL @ FOOT1N 0 3/4" = 1'-O" 150 PEIGHTAL GUY ENGINEERS CONSULTING STRUCTURAL ENGINEERS P BOX 1640 BASALT, CCLORAco 91921 (303)927-9510 t01 -1 T of! 9G� SHEET CF T. PIER GEM< POST BASE (BOLTS PE"v 1.4F6) ... N. .. f\ f1k _ f f I f/! f %.0::/7.1%0N • x FULL HT. 6" fli013. FOOTING SEE PLAN 1 .f' SEE PLAN 1'[ER 4 FOOTING 10' 0 CONC. PIER PLAN SEE PLAN FOR FT6. 4 REWF. O 314" =1'-0" 121 PEIGHTAL GUY ENGINEERS CONSULTING STRUCTURAL ENGINEERS BOX 1640 BASALT, COLO ACO 81621 (303192; -9510 L rA bsa- fibwTib hi fTlEI LD 60/41°' , 1,111 ..,Qr;'`s>y 21; 25277 A: ik-ok_z;"Vs 074 61035 -et CF • >S�uEn ❑RAWN CHECKED A. 17., IG+� LIVE LOADS 1. ='. OIN 4c pc= 2 IDENTIAL dG T+F_, B. YYND: EAS Mr, C ''r=" SO MPH EXPGaiRE 4. rr,M1C, ZONE 1 B. DLII- 6A[ COVM 9_ UNIFaRM BUILDING CODE (1991) 2. AO BALDING CODE (AGI 318-81) 3. MSG STEEL CONSTRUCTION MANUAL MU, Edition) 4. AITG TIMBER CONSTRUCTION MANUAL (4th Edition) G_ FOUNDATION Bi-JILDIN6 TO BE FOUNDRY ON SPREAD FGO'TTN65 DLiGNEJ FOR A M XImUUH BEAR L BEARING OF 3000 FrF. SHAD FOOTINGS MU ON UNDISThR5 OI NATURAL SOILS. 5 SLS tNV6iI+lE=' in N0 4 245 q4, AUGUST 4,, 14144 SY I$1NTiNGDON INC., SOD SPRINGS, COLORADO, FOR ADDITIONAL SOIL DATA 1CN REaIJIR5.1EVTr_ A RE2nRESaNTATIVE OF THE SOILS ENG;NMR SHOULD CEr;_VE ALL FOOTING, EXCAVATIONS PRIOR TO CONCRETE P'.AC. IENT TO F/ALI/ATE BEARING, CONDITIONS. PROVIDE FCUNPATiON DRAIN AND PEY1ATJMb AE RE..CMMENDED SY THE SOILS E NENNMR. D. CONCRETE CONCRETE HAG EMI DSIGNE AHD SHALL BE CON TRUCTED AC.G,''RDANCE MYTH THE AMERICAN GGTIGRF"E INSTITUIM BUILDING CGDE (ACI 51—) ALL CONCRETE H -IML HAVE A MINIMUM COmPR :=NYE STRENGTH OF WOO 28 VATS. ANIG, JJ Y VIBRATE ALL CONCRETE YNIEN PLACED EXCE=T SLABS ON GRADE ALL SLS Q? GRADE 'SHALL HAVE CONTROL JOINTS (KEYED OR S 4'( CUT) AT MAX 2C-0 O.C_ EACrt WAY UNLM5 SHOWN SE ON FLAN. RENFORGN6 BARS SHALL BE ASTM A615 - GRADE E66-0.NN0 3PL,IC.S OF RENFOR . N6 SHHALL. BE MADE AND NO VeLoNN6 OF REINFORCING SHALL BE PERMTTED EXCEPT AS DETAJLED CR AUTHORIZED 6Y THE STRUCTURAL ENGNNMR_ L.AP SPi.iGES, maze PS .MSE. SMALL SE A MINIMUM GF Eb BAR DIAMETER'S. PROVIDE CORNER BARS OF E2JAL SZE AND SPACING AROJND ALi CORNERS. P Ov1DE 2 - x5"GARS MTH A MINIMUM OF 2'— PROJECTION BEYOND THE SiDIM, OF ALL OPENINGS IN POLLS, SEAMS AND 5LAB5. PROVIDE ALL 0RE S I EG55ARY TO EUFPGRT RENFORriN6 AT POS SHOPel ON THE PLANS_ r ELDER PYRE FABRIC SHALL CONFORM TO ASTM A185. LAP ARE FABRIC REINFGRGE.4ENT ONE FULL MIMN PLUS ?' AT SIDES AND ENDS ANct?6 P TOGETHER, 1ANCHOR BOLTS FOR BEAM AND COWMN Atm SETTING T tPLA' CONFORM TO ASTM AT3pT AND BE PLACED E ALL DIMENSIONS ON STRUCTURAL DRAINR465 SHALL BE VfzIFIED AGAINST THE ARCHITECTURAL AND D15GREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. F. THE ARCHITECT MUST AUTHORIZE ALL 51JE5TITUT IONS. 5JCH AUTHORIZATION DOES NOT RELIEVE THE CONTRACTOR FROM CONFORirIANCE PYTH THE DRAI^ANGS AND SPECIFICATIONS. G.COORDINATE ALL OPE4ING6 -n-p..01.444 FLOORS. MALLS AND ROOFS PYTH THE MECHANICAL AND P1 a^rT C.A_ CONTRAcTORS_ H_ DO NOT BACKFILL AGAINST AN -LS UNTIL FLOOR AND ROOF SY5T 4S BRACING 71-405E }NALL.S ARE IN PLACE L TATE CONTRACT 5rRUC PRAV+gNC5 »4D Sr R FRS>=NT THE FiNIB-E, T11UCTURE. THEY DO NOT INDICATE THE HE METHOD OF CONSTRUCTION. T1 -NE CGNTR?GTGR SHALL PFROVIDE ALL MEASUR, N5 ES5 FLY TO PROTECT THE STRUCTURE DURING GC ISTRIJGTIGN. SUCH MEASUR SHALL INCLUDE, ETT Nor sE LIMITED TO, BRACING. SHORING FOR LOADS CUE TO CONSTRUCTION EGJiP41ENT, ETC. OBSERVATION VISIT'S TO THE SITE 5T THE STRUCTURAL ENGINE SR SHALL NOT INCLUDE INZrECTION OF THE ABOVE ITEMS NOR TILL THE STRL'G7UR14.. ENGINEER, BE REPONELE FOR THE CONTRACTORS MEANS, 1NEF1-IODS, TECHNICiU , SEOLIENC5 FOR FROCURE CF CONSTRUCTION, OR TriE SAFETY FIRE MUTTONS AND THE PROGRAMS INCIDENT THER�LTO. PEIGHTAI. GUY ENGI PEERS CONSULTING STRUCTURAL ENGINEERS P.O.BOX 1640 BASALT, COLORADO 91621 {303) 927-9510 CTA ).E -,e ra1) -� is N SHEET OF INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT 1AGA�Dl(}CIELD COUNTY, COLORADO Date Issue�/�1�.7.. +Coned 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 permit may then be revoked by notice from the County Building Inspector ad 1 ED1ATE X BECOME N AND/�Jk ID Use 5F0We � �i V Address gal Descript'on 00 _'r Owner[ any Contractor ci iV Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 2 —2 3 ._Q'7 �--. Foundation _ - 7,7 ) , Underground Plumbing Rough Plumbing • Chimney & Vent ,1_3 77 Gas Piping r¢ Electric Rough (By State 1nspector)7. 17_q Framing 4-0 (To include Roof in place and Windows and Doors installed). Insulation4 ) �� 7 Drywall Electric Final (by State Inspector) °r Finals t7 Septic Final A/ , Notes: 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 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD DateBy i '; _ IF PLACED OUTSIDE - CbVER WITH CLEAR PLASTIC