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Home My WebLink AboutApplication- PermitGARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEPHONE: (970) 9454212 PERMIT NO. S ��--- INSPECTION LINE: (970)384-5003 PARCEUSCHEDULE NO. TOB ADDRESS: olio Sada IR_ ., E, w j SILO 01 1 • LOT NO. ` 3 BLOCK NO. SUBDIVLSIO\:F.)CEMPFION 7 Ater SFr, /-)9._s 2 OWNER rId ` CI.ndi m eA dow ADDa}7a O p Q S�,.1l br_ L I,J 3 w3)3V ""k,371r'‘,//_‘, 3 CONI Arnle -% F ADME513 PR cic WO: 4 OTo4.C1 A1Q,.CI•E�KAm 4 , ACOL Box/...) _.3---1, Imo,, S "49 /5.:522.41/ IJC JO 5 IQ PT 0711MIDLNO JO $5� ,ort' ono! .�z-s- aG,« MGM NO. OF i 6 sax OP 'mom og 3 CLAM OF WPM MTV 4ternoNrIALTERATM avOVE r•REMOvE 9 °ARAM :.inMiL MOMS CAIPOAT, 010«UZ =MILE I 10 0CSI EVIAY mart cON IRI asAA(R Dmp7AL(LEPTICI 4 �L�Q �� (au=PLAN ��} '} VALl:A11ONO'WILL 1 J'// OD u' ADJUSTED VAU:AIWITl ,iiitV `� 0 [ 5-, ,�,1 7 U u OPEL1AL CLlO[ROA7 NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST AE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORITED IS NOT COMMENCED WITHIN 110 DAYS, OR IF CONSTRUCTION OR AORK IS WORK IS COMMENCED. 0R ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICAT) TION AND KNOW THE SAME TO BE TRUE ANI) CORRECT. ALL PROVISIONS OF LAWS GOVERNL`G THIS TYPE OF WORK WHIM BE COMPLIED WITH WHETHER SPECIFIED IIEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW RE(ILTATING CONSTRUCTION OR I1IE PERFORY3ANCE OF CO. 4N. 9 ,,2$• r)� LI 4 PLAT. CHECK FEE: i J / J .'r PERMIT FEE: S 79 c� l/ I 1 TOTAL FEE: Q v '� DATE PERMIT ISSUED: J OCC: GROUP: CONST: TYPE: ` ' , i V r l'1 ZONING SETBACKS: Signature of 1 AI _ �— Building Dept. Owl" Comma! Of aalfio , NO� � I1�I� i/�''I �r4lip.��•.: nn /r in lih, //, I�/ / dVea/ 1 �Appltrv1lIDafO — MANU. (TOME ISDS NO. f �' Appcw>YDate AGREEMENT PERMISSION IS HEREBY GRANTED O APPLICANT AS OWNER CONTRACTOR ANa09. 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 T)IIS PERMIT. THE SICNER HEREBY AGREES TO COMPLY Wf H ALL BUILDING CODES AND LAND USE RF.CRILITIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.21.201 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 PERM MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND 31( RE TT MULL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT TFIF BIIBDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS IIJRISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDi:CIF.D THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBLIITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR MS ANI) IMPLEMENTATION DURING CONSTRICTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER BUILDER AND OWNER. COMMENTS ARE INTENDED TO CO SERVATIVE AND LN SUPPORT OF THE OWNERS INTEREST. Glrform.003 I HEREBY ACKNOWLED E' THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABO`E. (INTTIAL) ck 3305 ?1 �3r-- 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 washbowl, 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 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 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. # • Signature Date bpcont GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Gknwood Springs, CO 81601(970) 945-8212 Job Address CD 1 I h Nature of Work Building Permit No, 8322 Use of Building ' AKA i _ 0,„}. N\c,A Contractor l �"1 ct ii_rkci,A c Amount of Permit$ 1 CI Date LL Clerk VALUATION/FEE DETERMINATION Applicant AtIcAdoul Floyd 4- Civd,� Subdivision i�.1tr Ser ►n5 S Address o i 0 Sr w-1 _Dr • (- S• Lot/Block 1 3 Date 4 1510-- Contractor () W r of Finished (Livable Area): Main Io $J 69 _ -2((BGE.00 Upper Lower Other Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation Decks/Patios: Covered Valuation Open Valuation ci( 670 Total Valuation g t -1)D 1 S-,0 0 Building Permit Fee q - S D Plan Review Fee S , Total BP & PR Gtech April 8, 2002 Floyd McAdow 0110 Spur Drive Glenwood Springs, Colorado 81601 1iep%+orth•t'awvlak C;eoteciinical. Inc. 5020 County Road 154 Glenwood Springs. Colorado 81601 Phone: 970-945-7988 Fax: 970-945-1445-1 hpgeo( Iipgeotech.com Job No. 102 229 Subject: Observation of Pit Excavation, Proposed Addition to Existing Residence, Lot 13, Teller Springs, 0110 Spur Drive, Garfield County, Colorado Dear Mr. McAdow: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed a hand - dug pit excavation at the subject site on April 4, 2002 to evaluate the soils exposed for foundation support. The findings of our work and recommendations for the foundation design are presented in this report. The work was done in accordance with our agreement for geotechnical engineering services to you, dated March 29, 2002. The proposed addition will consist of a one story 30 by 34 foot wood frame structure located on the east side of the existing garage_ The floor will be structurally supported over a crawlspace. The addition area is currently flat irrigated lawn with a slight slope down to the east, away from the house. At the time of our visit to the site, a small pit excavation had been hand dug to a depth of about 51/2 feet in the eastern part of the proposed addition. The soils exposed in the pit excavation consisted of about 1 foot of topsoil overlying sandy silty clay. The clay became less sandy with depth. Results of swell -consolidation testing performed on samples taken from the pit, shown on Fig. 1, indicate the soils are moderately compressible under conditions of loading and wetting. No free water was encountered in the pit and the soils were moist. Considering the conditions exposed in the pit excavation and the nature of the proposed construction, spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 1200 psf should be adequate for support of the proposed addition. The silty clay soils tend to compress under loading and there could be some post -construction settlement of the foundation. The settlement would be differential with respect to the existing house. Footings should be a minimum width of 20 inches for continuous walls and 2 feet for columns. Loose and disturbed soils (and any existing fill) in footing areas should be removed and the bearing level extended down to the undisturbed natural soils. Exterior footings should be provided with adequate soil cover above their bearing elevations for frost protection. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining Floyd McAdow April 8, 2002 Page 2 structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for on-site soil as backfill. Backfill placed around the structure should be compacted and the surface graded to prevent ponding within at least 10 feet of the building. �Teller Springs is underlain by Pennsylvania Age Eagle Evaporite bedrock. The vaporite contains gypsum deposits. Dissolution of the gypsum under certain conditions can cause sinkholes to develop and can produce areas of localized subsidence. During previous work in the area, sinkholes were observed in the Teller Springs development. Sinkholes were not observed in the immediate area of the subject lot. The exploration pit was relatively shallow, for foundation design only. Based on our present knowledge of the site. it cannot be said for certain that sinkholes will not develop. In our opinion, the risk of ground subsidence at Lot 13 is low but the owner should be aware of the potential for sinkhole development. The recommendations submitted in this letter are based on our observation of the soils exposed within the pit excavation and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. If there are any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - PAWLAK C,QT�NICAL, INC. '; p4 REG/74, 4 y. Daniel E. Hardin, P.4 : 2,443 1 iO Rev. by: TLK DEH/ksw attachment cc: Enartech - Chuck Peterson r i/• 1 '4.o��s'SIQN�E G\.wow- H -P GEOTECH Compression Compression 7: 0 1 2 3 4 5 6 0 1 2 3 4 5 1 II 'Oaf flov - Moisture Content = 14.6 percent Dry Density = 106 pcf —200 = 65 percent Sample of: Sandy Silty Clay From: Pit 1 at 2.5 Feet - No movement upon wetting • 0.1 1.0 10 APPUED PRESSURE — ksf 100 Moisture Content = 25.3 percent Dry Density = 88 pcf —200 = 96 percent Sample of: Silty Clay From: Pit 1 at 4 Feet No movement upon wetting 0.1 1.0 10 APPUED PRESSURE — ksf 100 102 229 HEPWORTH—PAWLAK GEOTECHNICAL, INC. SWELL CONSOLIDATION TEST RESULTS Fig. 1 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO }}__. Date Issued!' �4�R...0.1�..:.Zoned Area Permit No..ir3a 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 and IMMEDIATELY BECOME NULL AND VOID. Use1 Q `i r) w/ C., i Offtt:e,. ci\J Pen Address or Legal Description 0` 1 b u r" � P 6p S Owner c-. a , flee CI Adycontractor W .e - Setbacks Front Side Side _tear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing i e /i7dit- y/17 0 Z k Foundation _y 3-0T� /31 7 huie Underground Plumbing 1, Insulation 9_6_ p Rough Plumbing q.. v ...o2,72f3L Drywall 0 9 /0 C Chimney & Vent g/t Electric Final (by State Inspector) vt / -ti r Gas Piping Niff Final "-a,7 D7,p7Y`_ Electric Rough (By Sate Inspector}` r I Septic Final 4)41 Framing 9-4..ciz------ (To include Roof in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. Phone 384-5003 THIS PERMMIT IS NOT TRANSFERABLE 109 8th Street County Courthouse Glenwood Springs, Colorado. DO NOT DESTROY THIS CARD APPROVED Date &. OA By M bean /73 IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC