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HomeMy WebLinkAboutApplication- Permitr Job Address a �c 75 Nature of Work No. 7052 GARFIELD COUN'T'Y BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Glenwood Springs, CO 81601(970) 945.8212 �iP x'02'lEfsL C 8 ILb ilding Permit Use of Building Owner Contractor Amount of Permits 3. 3 Date -4-40 . 19 1999 peiL--vv,r 6Q -1z_ 174(.-s e R. ai'0 . (�1� Clerk U 3c)3.6k/ GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (G ENWOOD SPRINGS), COLORADO TELEPHOVE: (970).945-8212 Applicant to complete numbered spaces only. INSPECTION LINE: (970) 945-9159 PERMIT NO. 0 S c)--- PARCEL/SCHEDULE NO. JonADDREss:2 y2 ]c' 1 j w y Ly- 2 y y 1 k.529� 1 LOT NO. BLOCK NO. SUBDIVISION/EXEMPTION 2 OWNER 6 k ADDRESS 7 y2 / h,14..,/ /1 y �,Y ✓ 6,y_ HL wic72 S 35,32_ 3 CONTRACFOR ADDRESS /N: UC. NO: ,�? 7 y 4 Ap.ourremances.kgr1.4 y-/S1oC. ADDRBSH ca/ Cr' 6I- /Si4' S..G."`99c.: 305-` ° 5 :Q. rr. OFRUKDNO 32 ei gQ /=T. ag. PT. OF LOT UMW NO OF FLOORS / OFf/c c SPa c 7 DESCRIBE WORK: 8 CEASE OF WORK: ! PW OADOmON DALTERAYRM LWOY[! .211IBLOVR 9 OARACEL CBINULE ODOUBLE CARPORT: DHINGLE °DOUBLE 10 I, DRIVEWAY PERI= DON SITE SEWAGE DISPO/AL (SEPTIC) CSRE ELAN iF%VALUATION OF WORK. E ADJONF D VALUATIONS L�"' I V '� SPECIAL COMMON& ,] (� V NOTICE A SEPARATE ELEC1RICAL PERMIT IS REQUIRED AND MUST BE ISSUED COLORADO. THIS PERMIT BECOMES NUL AND VOID IF WQ(tK OR AUTHORIZED IS NOT COMMENCED WITHIN 110 mgeOR 10DAYS WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 110 AFTER WORK 1S COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER HEREIN OR NOT. THE GRANTING OFF A PERMIT DOES NOT AUT'HORI'TY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY LOCAL LAW REGULATING CONSTRUCTION OR THE CONSTRUCTION. .1,Date BY WE STATE OF CONSTRUCTION AT AN ON OR DAYS AT ANY TIME APPLICATION AND OF LAWS SPECIFIED PRESUME TO GIVE OTHER STATE OR PERFORMANCE OF OZIA nn'aao alavn. PLANCHECKFEE �' ��PERMIT PERMI PEE: dT TOTAL FEE: 7,17 3 11 DMEPERMIT ISSUED: OCC: GROUP: CONST: TYPE: ZONING: SETBACKS: S • of Building Dap( Ovior, Conn -actor or r agaBt _ Red , . 04// MANU. HOME: ? /� hpo a Q v 15DS NO. & FEE: ikj4-_ Approva1'QRta f�� ,k! ll' •, ., ACPMEMl:NT PERMISSION IS HEREBY GRANTED TO THE APPLICANT ASO 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. N CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH AIL BUILDING CODES AND ]AND USE REGULATIONS ADOPTEM BY OARFELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 3011.201 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. TILE ISSUANCE OF A PERMIT BASF3) UPON PLANS. SPEC EICATIONS AND OMER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM 1'118REAFI'F.R REQUIRING THE• CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN L' VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF MIS JURISDICTION. THE REVIEW OF THE SUBMITTED PIANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTT UTE AN ACCEPTANCE OF ANY RF.SPONSIBILIDES OR LIABILITIES BY GARFIELD COUNTY 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 C NSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. GRrformoo3 1 HEREBY ACECNIOWLEDM THAT 1 HAVE READ AND UNDERSTAND 11 -TE AGREEMENT ABOVE. The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector. 2. A permanent address assigned by the Garfield County Building Department posted where it is readily visible from an 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, 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 & cold running water, all floors and walls finished and a privacy door. 5. All steps inside or outside over three (3) steps must have handrails. All balconies or decks over 30" high mush have guardrails constructed to meet 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.O.) 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 # Signature Date c:/cbw/final.wpd 1 . 0 ci;2;-4o 7'1475-' 3.A.3.3y KURTZ & ASSOCIATES, Inc. 5012 County Road 154 Glenwood Springs, Co. 81601 TO: Pat Cooley c/o P and K's Auto Body 24275 Highway 6 & 24 Rifle, CO 81650 RE: Modular Office Structure to be located in Garfield County at P and K's Auto Body Structural Consultants Phone & Fax (970) 945-6305 February 10, 1999 Dear Dan; At your request, have investigated the capacity of a specific modular structure to safely support a design snow load of 40 PSF. The roof trusses span 10'-0" and are supported by exterior side walls. The roof trusses for the unit in question are spaced at 16" on center. The trusses are a `bowstring' design with 1x2 top and bottom chords. The trusses are 12" deep at midspan and 5 1/2" deep at the support walls. The roofing had been partially removed to allow for an inspection. The as constructed roof and ceiling dead loads are as follows: Dead Load PSF 1. 20 gauge metal roofing 1.7 2. 1/4" thick OSB 0.7 3. Trusses @ 16" 1.2 4. Insulation 1.0 5. 5/8" Accoustical tile 1.0 DL = 5.6 Based upon the above computation of loads, and an analysis of the trusses, it is my professional opinion that the subject trusses can safely support a 40 PSF snow load. All window and door openings in the exterior walls are less than 3'-0" wide. There appeared to be a double 2x6 header above each of these openings which is adequate for the noted design loads. 2 In conclusion, in my professional opinion, the roof structure of the subject unit can 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, ``,`,©nia ED'S Kurtz & Associates, Inc, 4��t tis°veoo c Cr irser .._j r1% O Brian— rian 1. 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