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HomeMy WebLinkAboutApplication- PermitJob Address No. 6230 GARFIELD COUNTY BUILDING, SAIVITA TIONanrd PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 Highway 6 & 24., Silt Nature of Work Use of Building Owner Building Permit Manu. Home on Foundation Robert & Tomi Higgins Contractor Ed Pace Amount of Permit S 488.34 Permit: 174.75 Plan : 113.59 Set Up Fee: 200.00 Paid $313.59 Date March 14, 1997 S. Archuleta Clerk BUILDING PERMIT APPLICATION GARFIELD COUNTY, COLORADO Appllcantto corrrplete numbered spaces only. PERMIT NO. �'c 3 6 PARCEUSCHED NO. JOB ADDRESS 4 D w + '--i '5; 1 - 1 (05'7— 1 LEGAL DESCR. LOT NO. , BLOCK SUBDIVISION N ryio y� l ii J 1 2 �� % ii i i ADpRESS 3 5� VAT r ‘8 76 H. f WK PH.CZ8—gq. . OWNER 3 �n CONTRACTOR 1 9-..Q ` J rot_ v ' I ADDRESS PH. LICENSE NO. 4 ARCHITECT OR DESIGNER I ADDRESS PR LICENSE NO, 5 ENGINEER ADDRESS PH. LICENSE NO. 6 S.F OF BUILDING 1 rin S.F OE LOT 2„ f Z3 HEIGHT NO, OF FLOORS f 7 USE OF BUILDING 8 CLASS OF WORK: ]d NEW ❑ ADDITION ❑ ALTERATION,rn REPAIR ci MOOVVE� �u �REEMMO�VE �y/� ` y� �`yll j��I jI +l ��t/V� nh{ DESCRIBE WORK: �1� , 1 r r Y`' t ALX .[ 0_ Lel. 1 r S 341\ V y I` J 10 GARAGE SINGLE DOUBLE CARPORT SINGLE DOUBLE 0I3 1l1 DRIVEWAY PERMIT -b--" ON SITE SEWAGE DISPOSAL PERMIT SITE PLAN 11 VALUATIQN of WORK: $ ADJUSTED VAL. •'/4 234 C7 PLAN CHECK FEE, ir3 • J 1 PERMIT FEE)717,31. 7 7 SPECIAL CONDITIONS: / 7 6 Ll 'Xf C� U D - JC'' ..;;) 3 6 , °IL SCHOOL IMPACT FEE ric N OF CFL BUILDINGS ON USE OF BUILDINNGS NOW ON TOTAL FEE) 7 8", 3 OCC. GR.1q, ` CONST, TYPE Y__.-11/ NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL PLUMBING, VENTILATING OR ACONDITIONING. IR THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER COMMENCED. I HEREBY CERTIFY THAT i HAVE READ AND EXAMINED THIS APPLICATION AND THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE LOCAL G LATING CONSTRUCTION OR �TTHE PERFORMANCE CON Date} .S -V/ I7 WATER SUPPLY _ DATE PERMIT ISSUED 3 -/5-7-?_,7 HEATING, A SPECIAL APPROVALS REQUIRED RECEIycFD R RE NOT REQUtRE0 IS ZONING /✓ WORK IS HEALTH DEPT. KNOW FIRE DEPT. TO GIVE SOIL REPORT OR OF SETBACKS FLOOD HAZARD ignature of Own Contractor or authoriz=. agent havin. read and derstood notice % 7 4412 A' above. MANUF. HOME ,g00, p a Building Department Appr da / ' anning 1..pa»» entApprovaVdate OTHER S./DS ) co 10 O AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO 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 30.28.201 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. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNT( FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garform.003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE LINITIAIY/1 1 �' 3 /3- S `? 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 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. 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; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to aII 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.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, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # 3� A/X._ Signature Date A 2z(r,dx.,s1' -391Ji Ao0,6) 6 FILE NO. 9702032 EXHIBIT "A" A tract of land situated in the SE1/4SE1/4 of Section 5 and the NE1/4NE1/4 of Section 8 all in Township 6 South, Range 92 West of the 6th P.M. being more particularly described as follows: Beginning at a point on the centerline of an access easement from whence the Southwest Corner of said Section 5 bears South 87°39'49" West 4030.68 feet; thence along said access easement North 38°08'21" East 116.91 feet; thence North 43°15'23" East 72.53 feet; thence North 61°26'12" East 40.64 feet; thence 127.55 feet along the arc of a curve to the right having a central angle of 17°47'18" and a radius of 410.82 feet, the chord of which bears North 70°19'51" East 127.03 feet; thence North 79°13'30" East 122.13 feet; thence departing said centerline South 33°31'05" East 199.07 feet; thence South 1°29'04" East 223.45 feet to the South Bank of the Lower Cactus Valley Ditch; thence along said South Bank North 85°06'27" West 56.82 feet; thence North 73°19'40" West 434.38 feet; thence North 53°10'31" West 50.19 feet; to the POINT OF BEGINNING. ALSO KNOWN AS LOT 4 FINAL PLAT ANTONELLI SUBDIVISION EXEMPTION RECORDED JANUARY 14, 1997 AS RECEPTION NO. 503421 TOGETHER WITH AND SUBJECT TO A 30 FOOT ACCESS AND UTILITY EASEMENT AS SHOWN ON SAID PLAT GARFIELD COW -FY BUILI)I\G AND PIA`NJING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION MANUFACTURED HOMES 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 Depai Uuent. 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 check list prior to and during design. Applicants are require to indicate appropriately and to submit the completed check list at time of application for a permit. For the placement of a manufactured home, questions numbers 1-4 and 19-28 are the only questions that need to be addressed: Cv Is a site plan included that indicates the distances of the proposed building or addition to property lines, other buildings, set back: easements and utility easements`' Yes 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 water courses? Yes Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 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 1� 5. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes 6 Do the plans indicate rhe size and location of ventilation openings for the attic. roof joist spaces and softs? Yes Do the plans include design loads as required under the Uniform Building Code for roof snow loads. (a minimum of 40 pounds per square foot in Garfield County)_ floor loads and wind loads? Yes 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 of positive connection of all columns and beams? Yes Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at amid span between the ridge and the eave down to existing grade contours? Yes 12. Does the plan include anv stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification' Yes No 13. Does the plan include a masonn. fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37" Yes 14. Does the plan include a window schedule or other verification that egressirescue windows from sleeping rooms and/or basements compl\ 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 16 Do the plans indicate the location of glazing subject to human impact such as glass doors_ glazing immediarelY adjacent to such doors. 2.1azintu adjacent to any surface normally used as a walking surface: sliding glass doors_ fixed glass panels, shower doors and rub enclosures and specify safety glazing for these areas? Yes No 17 Is the location of all natural and liquid petroleum >as furnaces. boilers and water heaters indicated on the plan' Yes No 18. Do you understand that if you belong to a homeowners association. it is your responsibility to obtain written permission fro the association_ if required by that association, prior to submitting an application for a building permit? Yes No 1:9. Will this be the only residential structure on the parcel? Yes No If no -Explain: Have two (2) complete sets of construction drawings been submitted with the application? Yes 3 Is this an application for the placement of a manufactured hone? Yes No If yes, have you specified the size of the unit (min 2Oft. x 20ft); live roof load (min_ 40#)_ wind design (min, wind speed of 80 mph c 15 lb. wind load): foundation design; method of anchoring? Yes Have you designed or had this plan designed while considering building and other construction code requirements? Yes K No Does the plan accurately indicate what vou intend to construct and what will receive a final inspection by the Garfield County Building Department'' Yes No Do you understand that approval for design and or construction, changes are required prior to the applicatiory of these changes'' Yes ) No Do you understand that the Budding? Department will collect a "Plan Review" fee from you at the time of application and that You will he required to pay the "Permit Fee" as well as any "School Impact" 9r Septic System" fees required. at the time vou pick up your building permit" Yes �_ No 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 5:00 p.m. the day before. Failure to give twenty four (24) hour notice for inspections will delay your inspection one (1) day:', Yes /N No Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupant • of the building? Yes No 28 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 co plying with the Uniform Building Code? Yes No 4 I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. signature date Phone (days); (evenin42,$) Project Name Project Address• Notes: If you have answered "No" on anti. of the que.suons. vou may he required to provide this information al the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to he expe,:ted. Work rnav not proceed without the issuance of a permit. IS it is determined Fox the Building Official that additional information IS, neeessa37 to review the application and plans to determine minimum compliance with the adopted :.odes: the application nta` he placed behind more recent applications for building permits in the review- process and not reviewed until required information has been provided and the apphcauon rotates again to first position for review. delay in issuance of the permit or delay m proceeding \vtth ,:onstrucuon PerApp02.95 Effective Au2ust 15 19'7)5 5 KURTZ & ASSOCIATES, Inc. 5012 County Road 154 Glenwood Springs, Co. 81601 TO: Robert Higgins P.O. Box 148 Silt, CO 81652 RE: Modular Residential Structure to be located in Garfield County near U.S. Highway 6 & 24, 3.1/2 miles west of Silt, CO Structural Consultants Phone & Fax (970) 945-6305 February 25, 1997 Dear Robert, At your request, I have investigated the capacity of a specific modular structure to safely support a design snow load of 40 PSF. The unit in question is the Glenbrook, Model No. 4643B manufactured by Fleetwood Enterprises, Inc. I have received from Fleetwood, and reviewed, all pertinent data relative to the construction of the specific unit and its capability to support roof loads. All structural roof framing members and their supports were designed and constructed to safely support a minimum total load of 45 PSF. Based upon my review, it is my professional opinion that the subject unit can safely support a roof snow load of 40 PSF plus actual, as constructed, dead loads with the addition of a single post. The post, which is addressed specifically in the body of the report, is intended to provide additional support for a single long span ridge beam at the marriage wall of the two halves of the structure. I, .Roof truss load capacity: The roof trusses span 12'-10" from marriage wall to exterior side walls. The trusses are designed to support a total load of 45 PSF (SL = 30 PSF -- DL = 15 PSF). Truss shop drawings for the specific unit which indicate a safe working load total capacity of 45 PSF are included with this report. The as constructed roof and ceiling dead loads are as follows: Dead Load 1. Asphalt shingles 2, 7/16" thick OSB 3. Trusses @. 16" 4. Insulation 5. 518" Gyp Bd Ceiling PSF 1.7 1.2 2.2 1.0 2.8 DL= 8.9 COi' Cc'fr' APPROVE sums= TO NOTED EXC> P I OI S & INSPI C'I10NS GARPIELD COUNTY BUILDING DEP "rMEW Date_ By FIELD COPY 1110 IN$P1CCT O' 11VI11I 2 Consequently, the truss design snow load capacity equals 45 PSF less 9,0 PSF, or 36 PSF. Most importantly, the home manufacturer has provided information which states that their trusses (or rafters), which were designed for a total load of 40 PSF, have an ultimate tested capacity of 10 PSF dead load plus 75 PSF snow load. A copy of that letter is enclosed with this report. Based upon this test data and the above computation of loads, h is my professional opinion that the subject trusses can safely support a 40 PSF snow load. 11. Headers at exterior walls: 3 types of headers were provided at the exterior wood stud walls. A. The typical header consists of 9" deep plywood 'box' beam with a 2 x 4 bottom chord and a 1 x 4 top chord which also acts as the wall top plate. These headers are designed to span 46.112" clear. For the subject unit this type of header spans no more than 34" clear, and is adequate to safely support a roof dead load of 9 PSF plus a roof snow load of 40 PSF. B. At each of the two bathrooms a shallow (3" deep by 3,112" wide) wood header spans 46.112" clear. The manufacturer's literature demonstrates that these headers, in conjunction with the exterior sheathing and rim board are adequate to safely support a roof dead load of 9 PSF plus a roof snow load of 40 PSF. C. There is a 6'-O" clear span header at the sliding glass door adjacent to the Dining Room. This header is a conventional double 2 x 6. The header is designed to clear span up to 7'-2". For the given, 6'-O" span, the header is adequate to safely support a roof dead load of 9 PSF plus a roof snow load of 40 PSF, I11. Marriage wall construction: Marriage wall construction consists of a continuous two part ridge beam and a series of wood posts The ridge beam is a conventional 24" deep plywood box beam with double 2 x 4 top and bottom chords. The manufacturer provided extensive details for the construction of the ridge beams and their support posts as well as tables for beam and posts capacities for snow loads from 20 PSF up to 80 PSF. For the given unit, the manufacturer's literature demonstrates that the typical ridge beam can safely span up to 18'-9" and safely support a roof dead load of 10 PSF plus a roof snow Toad of 40 PSF. All ridge beam spans for the given structure are significantly less than the 18'-9" span except for the 19'-6" span across the junction between the Living Room and the Dining Room. I would recommend that an additional midspan post be added at this span. The additional post will reduce the design stresses on the existing posts at each end of the Living Room and the bending stresses in the ridge beam to levels which are safe and acceptable to support a roof dead load of 9 PSF plus a roof snow load of 40 PSF. 'Note that the ridge beam requires the installation of an additional web stiffener above the new post. This web stiffener should be installed in accordance with the manufacturer's typical details. Note that the structure's manufacturer recommends a. post be provided at this location for roofs designed to support a snow load up to 60 PSF. 3 Blocking, in the floor and an additional support pier in the crawl space should be provided in accordance with the manufacturer's typical details directly beneath the new post. In conclusion, in my professional opinion, the roof structure of the subject unit can, with the single upgrade noted, safely support a dead load of 9 PSF plus a snow load of 40 PSF. If we can be of further assistance, or if you have any questions, feel free to call. Sincerely, Kurtz & Associates, Inc. 7/ Brian J. Kurtz, P.E. ,`,, , ,ti,�'J Es_, ..:::::47—.^:`',j.� i�=rL,, r. iI'IL }' 1_) 1•1 1-1t I . I Li Fleetwood Enterprises, rnt:. 3128 Mears firma% P 0. Box 7d39 Riv+arlidiri, CaWfi rnlla 92513-7638 (80(4) 38 1.,3600 August 18, !993 To Whom It May Concern ...a 1_ _r1_I I_I i Id U . RECEIVED AUG 2 3 1993 Asa BF3-144 Ecrwar Dc&r Sir or Madam: This letter is to explain the rafter testing program used by Fleetwood Em rprises on manufactured hoeing that is produced in our Glendale, Arizona plant for use in Colorado. Our rafters are designed to support 30 pounds of l ve loadUnder hpe fedet l square foot (psi) of roof arca, plus 10 psf of roof deadweight_ program, these rafters are actually tested to 2.5 times the live load. This means the rafter mut withstand an ultimate live had of 75 psf as verified through full- scale gating, although the design load is Still only 30 psf. The rafter must also meet allowable deflection criteria at the nominal live load of 30 psf_ If there are any other questions as to the structural integrity of our productx, please oontnct your local sates representative, the factory, or myself. Sincerely, ar-ETWOOD ENTERPRISES, INC. p -2J Bill Farfsh, P.E. Engineering Manager Boutin Group oc w Ed Salsbury, Hugh McMillan, Jerry Haynes (#21) o k J ; E 9 d fJ .� . . ti w - c 5 b k n 5: L : a A . t G3 '(p,t +. P S`� { tot n 6m rim r m 1 m -.-, i n s G ti : r �' Y M r m .0 135 P1 Ligp to $174 tri 5 n L OOQVE -3 - 7 a •s1 LtJ r a r 0 P 3I9 2 7 ijhg rIP x C� t - RHER . Fl.lRN . PC.CT . TEL :30 -2 - _ -i_i2 3i_i Feb 17'97 15:59 No .015 F.04 O+ : iC O J -1 J 6 4 fir.tivi q14.14ailY l �061gg1404i0 tt2A rirliP ;5 f!" r." ri 1iWz1 N:0114 Nr'w XL- 11 efg I- ; ~ ! ! �w Waw !ItiE 4'f. MIFCODDOCIID1a taut 13e aND-AIT3 NnV pr+ 7V fA(MT, 714 7�76L`flCfl:'fh0� hr *7 IP/OT/!f. 1 -MER . F1.1RN . ACCT z TEL ''i=i' -2_><;-i i? 30 Feb 17'97 1F :58 No .015 F . LT "Gfl 8 cri 41 111? 17>Pir0 da SILM th 1m E ti P 1! ENS t t I1 Ill!! 4 lin 1 a:I Mt M ii w w is N 1 2 ltd 4411 inra la 067 2 P: C3 r •• a o o ti a 8 a 0 0 18 ITO qP g.igb !! 40.!1; pig0,1251! Wes `� :9V44;1 9 V ; dOirirat! n!11.44i 41%eit*. Xi- a 1.i 111 � 245 111;00000000 0 040DOD ' 0 1 00000 0 M 000000 00+0 P Oral tit! ,1,D 1` Ole -N.111 N 1 F• r 7.V CANk17477A Zii$RRfint{ISin HT i'f LA/LT/7A Gaf 213 2062: 1-11 \ � T } ` \ N r sr ( ya .. / (I -. - - \R\ ©% -n 2m } \ƒ-r $&/ S, ! ` 2 ,» • I§ , f & ,t " + ` ; 0 e b / \ I' ! 3 1Ct I 1 i oilIli IN, k 11 111 LI] "•-1, 11'4;1 n° .1t1OlE &-• 311.; G .19 - 91 •-•- i It- :,b . 0k 4 i t, I ' 1 • A 1. - 4 V i ,,i14 )..1 1. ,c4.‘ . i. I. . 4 - i stk 4''! .$ 5 COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT AND CORRECTION NOTICE Permit #, r Contractor/Her= 'e: - ._ Address Date received 0/7 Travel Time Inspection Time Arrival Time ." • Phone # Date Inspected 1/1/077:97 ,. Time Lapse f: - TYPE INSPECTION Power Connected Yes ❑ No Res. Comm ❑ Rough -in ❑ Final I` Partial ❑ Reins ❑ Temp Meter ❑ Temp Heat ❑ .Mobile Horne IA.-- Service ❑ Other (please specify) Service: Typor 30 Size veNea Un erground Type Grnd Size Grnd Conductor Date Meter Released Action: Accepted ejected Wiring Method Classified area 1 Yes No GFCI Yes No Finished basm't Yes No Sub panels Yey/f' No Elec Range Yes No Elec Dryer Na Elec Wtr Heater es No Remarks REINSPECTION FEE REQUIRED. A reinspection will not be performed until the reinspection fee is received. / COMMENTS / Inspector ,,,-/ •, ' J'f Pade ge 1 of gdibe*, -fAt f 41441741 ..1‘4 gore ei ;EitA INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT ARFIELD COUNTY, COLORAD Date Issuedts! : ...ned Area AGREEM ENT In consideration of the issuance of this permit, the applicant hereby agrees to c inply 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 peril it may then be revoked by notice from the Coun.Ly Building 1 fa 41/ ,W , in 40 64) (X.,,d-ilf ( Inspec pAnd IMMEDIATE ,Y BECOME NULL VOID. , e Permit No Use Address 'etal Desc •ption n r Fr 2.11 Contractor l' ' f } Rear This Card Must Be Posted So It is Plainly Visible Front The Street Until Final Inspection. INSPECTION RECORD Panting / fr Foundation /1 Underground Plumbing Insulation Rough Plumbing Drywall .;c Chimney & Vent Electric Final (by State Inspector) iv`3�`2? Gas Piping /4_2$ ._07 4. Final £-'3o-rt7 4-,--....- j- -- ... Electric Electric Rough (By State Inspector) Septic Final Framing (To include Roof in place and Windows and Doors installed). Notes: - 7 ? c ria r f 1r - I"a �x (Pt ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETFIER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 945-8212 109 8th Street County Courthouse Glenwood Springs, Colorado. DO NOT DESTROY THIS CARD Q1�ED IBY/Z IF PLACED OUTSIDE -(COVER WITH CLEAR PLASTIC $4.