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HomeMy WebLinkAbout5159 No. 5159 GAitFIELD QOUNTY BUILDING, SANl7ATI01KaradPLANNBKGDEPARTMENT 109 8th Strect Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 7o6 Address 0531 Kiowa, New Castle (MINEOTA ESTATES, LOT 13) Nature of Work Bnildin mit Use of Building Install Manu. Home w /Double Garage Owner Clifford & Lorri Brave Contractor Owner /Bell Country Homes Amount of 'Limit $ 426.70 Date May 31, 1994 Permit: 198.00 Plan : 128.70 Paid $152.65 5 -9 -94 S. Archuleta Clerk GARFIELD COUNTY APPLICATION FOR BUILDING `PERMIT c,� 9 PERMIT NUMBER I 3 / / please print or type DATE 3-3/ -/ V asessor s Parcel # TO BE FILLED OUT BY APP T PLOT PLAN ADDRESS 05131 1Wee N. NOTE: Show easements, property line dimension: a SUBDIVISION 4TIN-tO hc,t re3 all other structures, specify north, and street FILING # LOT # /3 BLOCK # name. For odd shaped lots, or if space is 1-1 TAX SCHEDULE # too small, provide separate plot plan. LEGAL (SEC /TWN /RNG) # OF BUILDINGS NOW ON PARCEL - W NAME r -i, C at? t �/L,a,/ �Z �} USE OF BUILDINGS NOW ON PARCEL MAILING ADDRESS /Wife rit e - �f4vc -444.5— O ' / o CITY /1444,„) tC $fLG , (O PHONE r 6- 2,g/ C /S3 / l a / x J ` 3 0 J e 7g/ 7° m m NAME e/6 Cf"TY1'L �Ca! V ' V 3Z I• d ~ �./-at = /�r 2/tie a w ADDRES ! CITI' Iasi z NAME Pa/Ner / /3E7( Co »J5 zr s Mt y$dvgr OF l t s 9d't( o ADDRESS tb£ FpYMIA1►OM 6/414n4 F CITY /141. CAsr, P c u ( PHONE OW( —3 CDO LICENSE if 'AA CLASS OF WORK NEW ALTERATION ADDITION DEMOLISH REPAIR MOVE MOBILE HOME (make /model) 049C-4014) C.(ff 't /k"e'9.4 S.F. OF BUILDING / ,_ } cj 9 S.F. OF LOT le 4c, # OF FLOORS ` HEIGHT 4i ri" # OF FAMILY UNITS / # OF BEDROOMS INTENDED USE OF BUILDING % f-3 r,O t n1 C( - G. E: SINGLE_ DBL F/ARPORT: SINGLE_ DBL FRONT PROPERTY LINE F- nnPLACE kip DOCUMENTS ATTACHED _ _ STREET NAME /ROAD NUMBER WATER SUPPLY /9 L S Gin"), or $ t- .t) - PR/ ✓C re_ CHECK IF CORNER LOT DRIVEWAY PERMIT DESCRIPTION OF WORK PLANNED SITE PLAN f BUILDING PLANS SANITARY SEWER CLEARANCE I hereby acknowledge that I have read this ON SITE SEWAGE DISPOSAL PERMIT rl application and the above is correct and I OTHER DOCUMENTS (specify) agree to comply with all county ordinances 4,41,' G f U 5..0 - ' and state laws regulating building constructio* , - 1 - . • r ,p7 Cam: ,0,4,0,44.4A, U 6€ t - i- e e_ r /DO () Tbl/l6 SIGNATURE /_ FOR OFFICE USE ONLY VALUATION /Re 2 70. re FLOOD HAZARD PERMIT FEE $ / .00PLAN CHECK FEE $(2 r. 70 CERTIFIED BLDG ELEVATION TOTAL FEE $ .7 SCHOOL IMPACT FEE $ 200.— SPECIAL CONDITIONS DATE PERMIT ISSUED ZONING DISTRICT PROBLEMS WITH PERMIT TYPE OF OCCUPANCY it 'l TYPE OF CONSTRUCTION P1 PC. POr1 . f' r/II ADDITIONAL INFORMATION NEEDED S.F. OF BUILDING S.F. OF LOT MAX. HEIGHT/ G4(CROAD CLASS. CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR .SE ' ACKS FROM ROPERTY LINE: FRONT t $00 OR ENGINEER R t Sv . RIGHT *Pr • LEFT t sV • Off STREET PARKING SPACES REQUIRED APPROVED - , j s'�- f f/ APPROVED: m a' ' S�! BUILDING .PAR ^M' T DATE PLANNING cEPARTMENT DATE GARFIELD COUNTY ' BUILDING AND PLANNING NOTICE A COPY OF TII1S PLAN REVIEW IS ATTACHED TO TfIE OWNER'S OR CONTRACTOR'S COPY OF THE APPROVED PLANS. THIS PLAN REVIEW IS PROVIDED IN CONJUNCTION WITII OR IN PLACE OF REDLINING THE APPROVED PLAN. T1' IS THE RESPONSIBILITY OF THE OWNER AND /OR THE CONTRACTOR TO CLOSELY REVIEW THE PLAN REVIEW AND VERIFY THAT ALL CORRECTIONS NOTED ARE BROUGIIT INTO COMPLIANCE WITII CODES ADOPTED BY GARFIELD COUNTY. THE ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SIIALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF TI-1E PROVISIONS OF ANY CODE, ORDINANCE OR RESOLUTION OF GARFIELD b, COUNTY. PERMITS PRESUMING TO GIVE AUTI- IORITY TO VIOLATE OR CANCEL THE PROVISIONS OF CONSTRUCTION CODES OR OTHER ORDINANCES OR RESOLUTIONS OF GARFIELD COUNTY SHALL NOT BE VALID. . THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SI NOT PREVENT THE CHIEF BUILDING OFFICIAL FROM TI-IEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTI - HER DATA, OR FROM PREVENTING BUILDING OPERATIONS BEING CARRIED ON THEREUNDER WI -TEN IN VIOLATION OF CODES, ORDINANCES OR RESOLUTIONS OF GARFIELD COUNTY. (Authority under the 1988 Uniform Building Code Section 303 (c). titled: Validity of Permit.) TI -IE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTIIU E AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS OMISSIONS OR DISCREPANCIES. TILE RESPONS1BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITII THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS AND NOTATIONS ARE INTENDED TO CONSTRUCTIVE AND IN SUPPORT OF THE OWNERS INTEREST. L . 0_,• _ Art I -Iou land ef Building Official Ar g �tll B PRNOT10E 109 BTI STREET, SUITE 303 • 945 02121625- 5571/205 -7972 • GLENWOOD SPRINGS, COLORADO 01601 r 0 " s ve l ' . . . . 6 6 X6 ` r: _L ., %q y L1 Z o at ;' A d 1' -- ea it /r' Pegsrun 7g it Rifavalifo " 1 i. ottvrArrY is N° 70 , r rel e in r P even' rk N. Relic � PRorNs . o gee R 1 a it% r • 1 t 0 a Dwnttirc # c4rnvc2 • r A ! 'N ✓Of .'.. -0' 1),,,,..-5:-.2c... $ Rirve R ar c c. d ,dry COPY f y 1' tna /09c . . . . . , % X . . I ■, Ti ti I) t rd ( 1— i ■ I \ . (1 .---- *t. ' -----tO ----Q 0 t _ _ ___ c 1 . , • .2- ' ' :a- - r --- :-.- ' - 17 - ! •1____77 7-- 1 - _ 41LITTIT 7 1, lit: X-!: ' 1! 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', ! 4 1 -- - 1131.- 11 - i , - ! i i 1 ; j , , , . . , . , 1 • I : • 1.1 - LL F2112:121.=__,_\ __.. j, , Thl.;!--17_..1._.;_i,__=1 , , li ; ■ :-. H I- - , ,---`- 1' 1 ; : 1 ; 1 ” . ---Ir-; ' ' , ; • . . . ____ __ --,-- , ; -- rt: 7 7 - t• 7 7 - 1 L 71 i . H i I ! S : : . . ' j-- : ' ± -- 7 : 1 i •-,' : ! -7- 1 — nr : ' , ! ' 1: : i ' . + ' --''.: i,-- ;--.' 1 !. i . 1 , . 't - 1 - 1 ; H 1 , • 7 7 : I 41 1 ' ' : 1 1 ' '"c'E° 14- f_i PEIGHTAL GUY ENGINEERS 5.-___ (--out4 r- Hot-ir_s SHEET 1-z0- CONSULTING STRUCTURAL ENGINEERS C L ei frOiedo g LOate 'I SI • DRAWN iZer I (1. lit) rnE._ JA P.O. BOX 1640 CHECKED BASALT, COLORADO 81621 . OF - 1 (303) 927-9510 . z • ISM St. m, . \ _ ATEW/k 1p It T >?s©?z° D.C. A. 3L" ac _, N ALL �X z-+DoW ® L ig ' 32_ o. C : 1 C.crJT. L., FD L "e_. II • \s (",_L. a -H .). - _ , Wi =III • 47LAty rust N • TYPI C -AL. roUNfi��ot� 1-,LALL+ - co -� 0 Ni(-o • . .. . 89539 . ISSUED PEIGHTAL GUY ENGINEERS I u_ c JM --o 5c SHEET - �- Iq 4 CONSULTING STRUCTURAL ENGINEERS I � �j Z. DRAWN A P.O. BOX 1640 CHECKED BASALT, COLORADO 81621 77 (3091 -9510 OF , . • GENERAL NOTES • DELL COUNTRY HOMES 4 -20-44 - - - - A. DESIGN LIVE LOADS 1. SNOW 4� . 3. WIND: BASIC WIND SPEED 80 MPH 2.RESIDENT1AL FIEF EXPOSURE 6 4. SEISMIC ZONE 1 • - - • B. DESIGN CODES 1. UNIFORM BUILDING CODE (1991) ... ... ... 2. ACI BUILDING CODE (AGI 313 -89) .. . 3. AJSG STFFI CONSTRUCTION MANUAL (9th Edition) 4. AITG TIMBER CONSTRUCTION MANUAL (3rd Edition) FOUNDATION BUILDING FOOTINGS HAVE BEEN DESIGNED USING AN ASSUMED MAXIMUM ALLOWABLE SOIL BEARING PRESWRE OF 2000 P.-,F, PLACED ON UNDISTURBED SOIL. SOILS ARE ASSUMED TO BE UNIFORM AND NON- . EXPANSIVE. THE OWNER SHALL RETAIN A SOILS ENGINEER TO INSPECT THE BEARING SOILS EXPOSED DURING EXCAVATION TO VERIFY ASSUMPTIONS AND TO SUBMIT A WRI i 1 tN REPORT. NO FOOTINGS SHALL BE POURED UNTIL A VERBAL SUMMARY HAS BEEN GIVEN TO THE . STRUCTURAL ENGINEER BY THE SOILS ENGINEER. THE SOILS ENGINEER .. SHALL ALSO BE GONSJLTED BY THE OWNER IN REGARDS TO POSSIBLE FOUNDATION DRAINAGE REQUIREMENTS, AND ANY ADDITI CONSTRUCTION REQUIREMENTS AFFECTED BY 501LS. D. CONCRETE - • CONCRETE HAS BEEN D AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICAN CONCRETE INST1TUTE BUILDING CODE (AGE 31S -89) ALL CONCRETE SHALL HAVE A MINIMUM COMPR STRENGTH OF 3000 P51 IN 28 DAYS. MECHANICALLY VIBRATE ALL -- CONCRETE WHEN PLACED EXCEPT SLABS ON GRADE. ALL SLABS ON .. GRADE SHALL HAVE CONTROL JOINTS (KEYED OR SAW CUT) AT MAX. ... 20' -0" O.G. EACH WAY UNLESS SHOWN OTHERWISE ON PLAN. . - - ,.... - - - - REINFORCING BARS SHALL BE ASTM AS15 - GRADE 50. NO SPLICES OF - -- REINFORCING SHALL BE MADE AND NO WELDING OF REINFORCING SHALL BE PERMI11ty EXCEPT AS PETALED OR. AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE FERMI 1 I ti.), SHALL BE A MINIMUM OF 35 BAR DIAMETER-5. PROVIDE CORNER BARS OF EQUAL. SIZE AND SPACING AROUND ALL CORNERS. PROVIDE 2 - tt5 BARS WITH A MINIMUM OF 2-0" PROJECTION BEYOND THE SIDES OF ALL OPENINGS IN WALLS, BEAMS AND SLABS. PROVIDE ALL ACCESSORIES NECESSARY ! TO SUFFGRT REINFORCING AT POSITIONS SHOWN ON THE PLANS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. LAP WIRE • - - FABRIC REINFORCEMENT ONE FULL MESH PLUS 2" AT SIDES AND ENDS AND WIRE TOGETHER. ANCHOR BOLTS FOR BEAM AND COWMN BEARING PLATES SHALL CONFORM TO ASTM A301 AND BE PLACED WITH SETTING TEMPLATES. THESE DRAM INGS ARE NOT INTENDED FOR MULTIPLE PROJECT USE. ENGINEER MUST BE PROVIDED WITH THE ,OPPORTUNITY TO. - REVIEW._ SITE AND SOIL. SPECIFIC INFORMATION... FOR EACH _ INDIVIDUAL INDIVIDUAL . PROJECT_ ANTICIPAItV.. ._...FALURE ..... TO- _PROCEE27 WITHOUT .REVIEW BY PEIGHTAL GUY .ENGINEERS RELIEVES PEIGHTAL. GUY ENGINEERS OF. ANY AND ALL DESIGN RE5PONSIBILrf.Y..._. _. - . - . X • IssuEO PEIGHTAL GUY ENGINEERS ALL Kou '- fl SHEET D - IT CONSULTING STRUCTURAL ENGINEERS S J JA P.O. BOX 1640 CHECKED BASALT, COLORADO 81621 (303) 927 -9510 �- OF E. CONCRETE MASONRY ALL CHU'S SHALL CONFORM TO ASTM 090. CMU'S USED BELOW GRADE AND ALL EXTERIOR WALLS SHALL BE GRADE N -1. INTERIOR CONCRETE . MASONRY UNITS NOT EXPOSED TO WEATHER OR EARTH MAY BE GRADE - - N -1 OR 5-1. ALL MORTAR FOR EXTERIOR WALLS AND IN I tKJOR BEARING WALLS SHALL CONFORM TO ASTM 270, TYPE 5. GROUT FOR MASONRY - BOND BEAMS AND PILASTERS SHALL BE MADE WITH STONE I AGGREGATE AND SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH ; - -• - - IN 25 DAYS. ALL MASONRY SHALL DEVELOP 1550 P51 ULTIMATE - - COMPR STRENGTH (Pm) IN 28 DAYS. ROD GROUT IN VERTICAL SPACES IMMEDIATELY AF i tx POURING AND AGAIN 5 MINUTES LATER. PLACE CONTROL JOINTS IN CMU WALLS MAXIMUM 24' -0" O.G. EXCEPT CMU FOUNDATION WALLS. HORIZONTAL REINFORCING SHALL BE STANDARD "DUR -0-WAL" OR .. ... • AUTHORIZED EQUIVALENT SPACED AT 16" O.G. EXCEPT AS NOTED. VERTICAL REINFORCING SHALL EXTEND FOR THE FULL HEIGHT OF THE WALL IN GROUTED CELLS. GROUT LIFTS SHALL NOT EXCEED 4' -0" UNLESS GLEAN OUTS ARE PROVIDED IN WHICH CASE GROUT LIFTS SHALL I NOT EXCEED S' -0". PROVIDE 1 - 44 5 IN CENTER OF GROUT tU CELL AT ALL CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, JAMBS, EACH SIDE OF CONTROL JOINTS AND AT IN t tKVALS NOT TO EXCEED 4S" O.G. UNLESS NOTED OTHERWISE ON PLAN. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH DOWELS TO MATCH WALL _ REINFORCING. PROVIDE 2 ft5 CONTINUOUS HORIZONTAL IN 5" DEEP - GROUTED BOND BEAM AT EACH FLOOR AND ROOF LEVELS AND MIN 4S" LONG BELOW ALL BEAM BEARINGS. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. AT SPLICES, LAP BARS 40 DIAMEItKS. AT CORNERS AND INTERSECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. AROUND - E OPENINGS IN WALLS, PROVIDE 1 - U4 TO EXTEND A MINIMUM OF 24" - - - BEYOND EDGE OF OPENING. - - - F. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE VERIFIED - - AGAINST THE ARCHITECTURAL AND DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. G. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOES NOT RELIEVE THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGS AND SPECIFICATIONS. - - - -- - - - H. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOFS. - - WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS. - - I. DO NOT BAGKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE WALLS ARE IN PLACE. - - J. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON - - - - -- FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE , LOAD PER SQUARE FOOT. K. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS 1 REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE !, METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL FROVIDE ALL I - - MEASURF4 NECESSARY TO PROTECT THE STRUCTURE DURING - CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMI I t..) - . - . -- •- -- - TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL ENGINEER BE R FOR THE CONTRACTOR'S - MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF ' CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO. .. 94539 5N 94531 SR"E� c7 PEIGHTAL GUY ENGINEERS � � CoU osiers SHEET `t C Y CONSULTING STRUCTURAL ENGINEERS DRAWN J � P.O. BOX 1640 CHECKED BASALT, COLORADO 81621 (3031927 -9510 of 2 r • , `/.1 i s -1 n-1 LNADri Ztm4 V A .o ox Nolnn m mmOO C - UIOm mmm MU&0 N ]■to, MW 000 r+.> O y 0 20A" A mmnn P > 0 m C0 ti 2 T O O m 0] 3 ID ' 1 0 1 1 _A A Y Z T m M o O m T n ] u. 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[ __ , [-: , H i 1 [ , ,_____[ _. L.1 [ ,.[," [ ,..,..[___,.! _ , r. , , , t i • ,_,' ' _ _LH . if ! 42 ! ! i I ! j - 1" LI -, : 1 ' !! i i 1 LID I _ 1... ....L_L-1 I ; _4-1_-_54-:-..--2-574,-7i-f-tr-rt. 1LO' -: I - I 1 I . IT 1-r- 1 1H.4 : ! 1---' i ; ! : I ! i ; ! ; 5 ' i „ ; 0 H • i 1 „ i 1 ; ! . I ez_... Si_.: ., , I _-- -:--: -- :-I - • - 77 7 i a , : . -,- N . • E T • I ; i • : : P : ; 17 lTT., i , ; , .. s. ,L____ _ _ _ *V ■ r _____4„:, • r 1 , Tvy.. ,,, • i i . _ ... , , , ,- .] ,,,,,,,,,..- 'freL 0.-,-• 1--H-1-- in . 5-1 La at..”. , „ . ..... ,., tssyeo PEIGHTAL GUY E NV 1 -- mt - .. , • , ..L.L. GouNTici SH DRAWN , r 1-1 SHE zi-ar)-1+ . I CONSULTING STRUCTURAL 1, : awls 3 1994 S l , ! 1 J A P.O. BOX 1640 4 CHECKED BASALT, COLORADO 81621 : 1,3 All KaS OF H GAFFIELD CLA:INT (3031 927-9510 . 1 _t_. t�/a1 S ► , kli z - 4 LA)? S TTEW/)g� �g 4 E ?s @t Z'O -c. A W3L " D.L, 32-1 O. {'u)NQf>Tlohl 17AIN Cs , kr--cH) p c..00 T. 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H 0 N ▪ o 0 4..., • 0 �1 a� 1 y � a 0 R N ▪ O bll 1 N o 0 H o p, i N 0 Z d _ O m CL) 0. Illa � ` -1-) RS d CIT) _ O • o C G d N - V O O p> CT O o C HI et 0 401 V x VI v a i O • o bA O p V . H b y VT ea v 0 IS 01 Oa CO `mil °' a Q Q et e o Ho ` O bip U > \ ‚ 1 -Id • tu O 0 F f v CUD illa ZlIl � r. 4:4 tel ITICS = a 7-I AO ..., 0 V 01 \ ~ • a O y - � 3 s ue , c" 'o a v s b o u a �' Hi La 0 0 W w 0 y y Lk m 7 U Q+ .y H _ H M t Q R w o N O Q c) o J _ 1 u f a • .0 In r 0 ❑ m d; 07 . O o ,'(Yl a V R o 0 ti 1.15: e C7 .. v) Q t 0'b'O a OS • M O o aq ` ° 'E 'C et z o [ � y o U 0 Cq U P7 �; o 0 - COLORAQO STATE ELECTRICAL BOARD INSPECTION REPORT AND CORRECTION NOTICE Permit# Cpactor /Homeowner Address 0 7 / Phone Date Received � V �— Date Inspected_ Arrival Time�� Consult Time Travel Time Inspection Time Time Lapse TYPE OF INSPECTION: Res. ❑ Comm ❑ Rough -in ❑ Final Temp Meter ❑ � Partial ❑ Reins ❑ Temp Heat ❑ Mobile Home ❑ Service ®•' Other (please specify) 1`1J 1 c7C. "/ % / t ILC n le Service: ---- - - 9. \or 3 0 / /C) Classified sif Method Size - -� !�— GFClarea Yes o_ Overhead Yes No Underground Finished basm't Yes yl Type Sub panels ye Grnd Yes ✓` T p Grnd j� Elec Range Yes ,No �� Conductor Elec Dryer Yes , d" No Date Meter Released —�— Elec Wtr Heater Yes No.0 ACTION: Acc ted Rejected Remarks REINSPECTION FEE REQUIRED. A reinspection will not be pew formed until the reinspection fee is received. You are required to make the following corrections or repairs on the elec- trical installation at the above address. CORRECTIONS: Inspector Page 1 of Q 1 COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT AND CORRECTION NOTICE /� >a Permit # O` t) 353F" Gerk►eetor/Homeowner rI j g 4 t#'/ Address 053I J ,' r1") Sill County # 5v ,p ( Phone # Power Connected: *! Yes 0 No ❑ ft ��, ,, Res Com Rough - F ❑ Partial ❑ Reins ❑ Temp Meter ❑ Temp Heat ❑ Mobile Home ❑ Service Service. Type / ( Size b9 ❑ OverAUnder Acti Accept 0 Rejected ❑ Reinspection ❑ Fee Required* reinspe on will not be made until reinspection fee is received Date Recce -1 a -94, Date Inspected c- I )6j 1 - Travel (� Inspect Arrival Time /J �L5 Time Lapse ❑ Rough -in ❑ Partial Final You are required to make the following corrections or repairs on the electrical installation at the above address: r11 i ,... p ALP _b i; i , f I r� Inspector C 7fr /e / Page 1 of l 24 110441: -; 1 I ; ." I. L. , r.., i ) ;T:DR l ;P:I ,iICNS BUILDING PERMIT 'FIELD COUNTY, COLORADO Date Issued ._ Jed / 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 permit may then be revoked by notice from th ou s for and IMMEDIATELY BECOME NULL AND VOID, Use f Address o eQ Description 033 . Owner ! / 4r' eta e es Contractor c a rR) ,,, Setbacks Front Side Side Rear This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. INSPECTION RECORD it Zoning Roof Covering T eer,ix ,r'.14: 1)y li I ATE inspector)oZ Footing . th _ Foundation / _/9 _9s /-<..2,,, h Plumbing- Underground a Gas Piping 7_ / „,_5( / ,_ Heating Ventilation 1 Frame Insulation Plumbing -Rough Drywall Electric -Rough VI if iv --- t (by STATE inspector; Final -/ 6 _ \, P Q ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - 1, WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. I THIS PERMIT IS NOT TRANSFERABLE Phone 945 -8212 109 8th Street, County Courthouse, Glenwood Springs, Colo. APPROVED N.rk )1. - = , - r,, CARD Kij. Date / � ( & / C BY € i . 4-,,, 1 ,v ^' •--1 d et Ce) 4a . 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