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HomeMy WebLinkAboutApplication- PermitNo. 7124 GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 50 Job Address2 ? 0) i "T 1c Z� t� L� Nature of Work Building Permit Use of Building 2pF ' 4 1 I I - Building -2p6(0 -9r1 (re owner ! //� l�.N ! 1 a 42 m IP Contractor 01-0/\--0---r-- Amount L)J\--0---r` Amount of PertnitS Date 159' Clerk `?9 . . • GARFIELD COUNTY BUILDING PERMIT APPLICATION hh • GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEPHONE: (970) 9454212 Applicant to complete numbered spaces only. INSPECTION LINE: (970) 945-9159 PERMIT NO. PARCEL/SCHEDULE NO. JOB ADDRESS: 3m D COCall P.p zl D e1 R. e co 816547 1 LOT NO. BLOCK NO. SUBDIVISIONIEXEMPTION 2 OWNER �l psad "°°RM° 1801 W ZNA ii7 'iFce i 70Nes- soal� (49 � qr tr[4 3 COWTL.CTOR ,/ N ADDRE'a II N il 1/ A A PU of /j n LIC. NO: 4 ARCrntECr/ENmEER ADD,r.8 PE: LIC NO: 5 aQ. Fr. OF BUILDING z pm W 8Q, aT. og LOT (, 73 orAso ± I HEIGHT Ig to ., NO. O�PLOOA3 Fi 6 tasEors>mmvo &mew, 614,c,., A6 (4%/CL plaawWORK: a-ao CteCtf-/Ch. ,Sam Pl �n�6 604x6 Wi4 - aues), ae�+ Ru.r ,UsgiAnew, Rooi 7 8 CLAM OF WORK: MEW DADD-RS-ON )EITIIIAttON DMOVE PRH/OVE 9 oARAc>r 4 !AMU YDOUHI2 CARP017: OB TOLE D1>DDa[E r10 aDRIVEWAY PrMT DON WE $EWAORD1aPOdAL MIMIC) TEM PLAN VALUATION OF ( ll/(r.) . v}^ 6 Lj / AA) ADJUSTED VALUATION:, RECIAL CCTDRONS: NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NLRL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN HO DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WELL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CANS ION. Data ya 91 PLAN CHECK FTSE: 6c(. PERMIT FEE;�j % ! J . 5 TOTAL FEE: DATE PERMIT ISSUED: /644 65 !!! OCC: GROUP: CONST: TYPE: ZONING: . SETBACKS: Signature of /j�, Contractor authorized agent having mad and =derzrood oboe above. ��� Jf y /c. O O / / MANU. HOME: ISDS NO. & FtE: Building Dept. Apptoval/Date Planning Dept. Approval/Date AGREEMENT PERMISSION IS HEREBY CiRANIED 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 TIO BUIIDINGDEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF 71115 PERMIT. THE SIGNER HEREBY AGREES TO COMPLY WITH AIL BUILDING CODES ANI) LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORS Y 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 PIANS, 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 FRO PREVENTING BUILDING OPERATION BEING CARRIES) ON THEREUNDER WHEN 114 VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OKREGUTATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED TTITiREAFTE R DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WT Hi THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. i + Garforltioo3 s I HEREBY C[430 THAT I HAVE READ AND UNDERSTAND THE pRE KA/ 01051 w 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 UNTII. 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 # c:/cbw/final.wpd 2/do, Date i'r $ 0$t 4r rad OS4, r,e r - r4or In or KURTZ ana ASSOCIATES, INCORPORATED 5012 County Road 154 Glenwood Springs, CO To: Rocky and Wendy Thompson 1801 West 2nd Street, No. 7 Rifle, CO 81650 Re: Residence at 300 County Road 210 Garfield County, CO. Structural Consultants Phone & Fai (970)945-6305 December 29, 1998 Dear Rocky and Wendy; At your request, on December 26, 1998 I performed a structural inspection of the noted single family residence. The residence is located on a six acre parcel just north of U.S. Highway 6 & 24 approximately one mile east of Rifle, CO. The primary residence is a single story wood framed structure built over a flrll basement, I understand that the residence was constructed in the 1960's. I understand that you are in the process of purchasing the residence & that the information contained in this report will be used toward that end and will aid you in making the structure habitable. In plan, the primary structure measures about 54'-0" east -to -west by 26'-4" north -to -south. Floor joists for the main level floor consist of 2x12's spaced at 16" on center spanning north -to -south. The floor joists are supported by the north and south, exterior, concrete basement waifs and a central, interior wood stud bearing wall. Exterior walls above grade are 2x4 studs spaced at 24" on center. Roof framing consists of site built wood trusses spanning north -to -south spaced at 16" on center. The bottom chords of the trusses also act as ceiling joists. Truss top and bottom chords are 2x6's. The trusses were constructed with 1/4" thick plywood gusset plates. Two truss types were constructed to form the roof. A roof framing and truss details are enclosed with th3e report to define the trusses. The subject residence has suffered damage from a fire in recent years. I understand that the fire took place about two years ago. The origin of the fire was a stack of firewood which was on the covered deck at the southeast corner of the primary residence. Exterior siding for the residence on the south side consists of horizontal aluminum siding above 34" high brick wainscoting. A portion of the aluminum siding was consumed at the origin of the fire, however the 2x4 studs did not suffer any significant damage. I understand that you intend to replace the exterior siding all along the south side of the residence. The fire penetrated the plywood soffit of the covered porch at the southeast corner of the residence and entered the attic space. Note that the trusses cantilever over the south exterior wall to create the south porch roof so that there is no separation between the space above the porch soffit and the primary attic space. From that point the fire spread along the ceiling joists due north of the origin and then up to the top chord of the trusses, and finally it spread to the west along the underside of the roof ridge. I understand that firefighters penetrated the west gable of the attic (at the end of house opposite the source of the fire) and suppressed the fire entirely with foam. There was no evidence of water damage other than at the very east end of the residence. The extent of the fire damage is most severe at the east end of the structure, and the damage lessens as one moves to the west away from the source. The damage to the roof and truss top chords was so extensive at the east end of the residence that the remnants of those elements had been removed from the site and plastic tarps had been placed to weather-proof the residence. This area of most extensive damage occurs above the east end of the living room. In plan, the area measures approximately 8'-0" east -to -west by 14'-O" north -to -south. The ceiling joists in this area are partially consumed and need to be moved and replaced. As one moves to the west away from the source the ceiling joists are either undamaged or simply charred. The truss top chords are charred to a lesser degree as one moves to the west. A series of repair p details which are coordinated with the roof framing plan are also enclosed with this report. Upon completion of the repairs the roof will be able to safely support a snow load of 40 PSF. Note that the repairs extend throughout the roof to include roof trusses which suffered relatively little fire damage. This is primarily to upgrade the existing trusses to safely support a snow load of 40 PSF. The porch roof on the east side of the primary residence is not in good condition. The 2x4 rafters and 4x4 edge beams are both undersized for the given spans and snow Toad. The rafters have suffered some fire damage and the edge beams exhibit excessive deflection. I understand that this porch roof will be removed. I understand that you intend to perform most of the roof repairs yourself. Material costs for the repairs have been estimated as follows: $1000 for plywood roof sheathing and gusset plates. MCA (;',t -.1.) $1500 for truss framing members. $200 for accessories $1500 to $5000 for roofing materials depending upon the extent of roof to receive new roofing. Please be aware that this report is limited in scope to those conditions which are readily observable and related to the building structure. If you have any questions please feel free to contact our office. Sincerely, Kurtz Associates, Inc. Brian Kurtz, P.E. Ow nun% -o: X8744 C.-%©_ m•0 © e U��j�<lls w.p•R�•y ........11 q • IT Ne4., C C4s ceole— flJO Otani ey w c•Ird tr,e, e, °Vigo 94 C f ..f...,, ...f.../ VI ..z . ‘1.... .A...i.) %L....2i 1/4....." %.„." —I •Ic ."4 -./ t ; Ro b .. 7). ) ..) " 1 f.. -"C (/) k") r) 0 f' V." ,,,„ P , Cn ...••• P rKt• 0- 6-, t, 't .....,* 4n fil 1 -,) , ..., --- ft, Z-• ... C.N "4 fi p pIN $.1 L/N — -t- -0 2. 1') 1 1\1 4 • .;” / GI. 1 s I 0 • •: " ilarf ss. 0 / 11.e ide • • 1Qr" t. III 04 / / •;' ''''''" ‘'............--"" 11,,..../' '' .p .i ; .' ,.' -.............. ../..-.....-• 4 ..„.V., ''''. ....--1-V i.-• 6.....:.) % .,..."" I . , , ri. ..••• ›- \OCk ....- . .' /1/4 I - ••'-.- • ..• • 11,..)".' ,...,..,./..- 1.,41t• ,,...,' ..." 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OSB IN Aiwacd I51 161 catiqxak-gianitcd 1035 Blinkbar 11 Tsts'xtfti 20* Medi* 15 mkt's 15 s 6` mvlavaa R-14 box wow far;goal Exlaix total %Isle for txltsia slxao finish 25.74 11.49 199 1644 199675 1610 10.95 11,00 6.95 2310 2221. 495.04 1935 ]01.34 I630A3 Tali ap x $41328k6 INSPEC THIS 24 WILL NOT BE MADE UNLESS D IS POSTED ON THE JOB g NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date1/2-11 Issued.... ..20 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 the County Building Inspe or and IMMEDIATE �BECOME NULL AND OID. '"u` Use ji 11 Add r Legal i escription .AO l o S 1 Setbacks ront Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. THIS PERMIT IS NOT TRANSFERABLE Phon 945-9159, 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDO NOT DESTROY THIS CARD S 4 Date IF PLACED OU E - COVE ITH CLEAR PLASTIC • INSPECTION RECORD 'Footing p-- C J j / i't ��" Foundation Underground Plumbing lnsulatiot , �� .� Rough Plumbing kr( Drywal C . 7 ''t!} R ;4C Chimney & Vent / Electric Final (by State Inspector ,4_i 1.)(A— .(,rGas Final" to _8_, 9 ,_.--_5— GasPiping Electric Rough (By State Inspector) Septic Final — Framing yr (To Include Roof in place and Windows and Doors installed). Notes: r.. , 1\07-7.: I).5 r CC) 4iJJ G (Ai Ai ! b' Xk ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phon 945-9159, 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDO NOT DESTROY THIS CARD S 4 Date IF PLACED OU E - COVE ITH CLEAR PLASTIC •