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Home My WebLink AboutApplication- PermitGARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 No. Fir,L17 al/7-0253_04-0(5 Nature of Work Building Permit Use of Building Owne Contractor L\ Amount of permit$ (3,‘ Date (L) Clerk 12/09/2002 01:19 9709470614 c.r it r_I;r COUNTY •Y .970383a470 1Z/Le/212 OZ OOpm P. eel GELD COUNTY BUILDING PERMIT APPLI IUN xPlEiFiTO*!L; f9 2 4i1•B2 rt OARPIPLj COUNTY (GLENWOOD 5FRNOS), COLORADO PERMIT ND. SI l 7 P,RCE1 PAGE 01 iNAPF.CrtON=. (5109 e45oo3 CDtTL1 NO. A7rhAtviam1t p'F1Int S 6 7 sm:t.aMn*m* 41-00 1 tat -..Co "°" ZC) n 5t ZO3 filho l iC 1"-''.. 3S .41 acw� rarm"hcm.� Gln 1 �� .rr., cum � � �� w.. aeck.s twq.63,.3223 30 II +sAwnsuR 9 10 litsieprom mice ael aL1WIATmh %OAF 1MiA'TIrI C"Ir L* 11, Ss0,OCA0 .C2e R llfm zeripHy tuitkOAI ad+aMs wigtovvu �:. 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NOT sitYma :T :TR* svmDSDti# UPiiI. *. mid TE&1 umat RHQuIPAtG fl il><RSen011 UP MOMS ix SAM ILANS, $PP.GIWICATTRY3 AND On= WA Oh LAD 9R.FVGYl11l; srni owo nZdA.4TSILT torelu cAmED OK cryt wrier rt• ICL,ATiON OrTfrin OMR CRAM OMR ORDINANCR L7A RYIiF ATrroc AQ TWA RAT tukira,_ Tl� S tVlaw Ox TIM 9IM3,1•TTa, FLAN! Ant SPECIVICAMis AND Dtsyst 7ONF MN/Arum rmaruionzat austkIL-r7 AN AG"-FALT-•. t1s$PONIBILRl>r,(S Ca< tlATtllllAl.Ti 87f O30.RF11QD COV 7rY F f Mt. Ctidf33»NW OR TVECOUNCAIS,TutAE3 DAY Ifust -runs wag AND 'DIPI& ADITA MEG CANFS7ltcrov!Run strre.wroII, WT11l'1wARCWInnc1,raLvtra,[MUM A.4romr% C ARE DZiGNZIT7TRi?rt+'kf^tltitvaTtY.CtVG) 1DTPOt1 au TWA OVl nkt ]N'rimiu i. t7tr1 imm3 ITEITIAYAnC'tnVkRFXa7 TRATI)13.rd MtnAND UNDERSTAND nar,,wing Asnvg.ixacig� •+ ANY 12/09/2002 01;19 9709479614 G4OVIE-D COUNTV * t PAGE 02 S70a2434/e 12lteIoZ oz.eloF^t P. 1;00i The following items are required by Garfield County for a lintel Inspection; 1. A final i lectricil Inspection from the Colorado State Electrical Inspector: 2, Permanent address a;aigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors end windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, runs -absorbent kitchen floor coverings, counter tops and finished walls, ready fur stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, rub or shower, toilet stool. hot ;arid cold running water, non-absorbent floors and walls f iahed and a privacy door; 5 Ail steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30'' high constructed to an 1997 tJBC 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 rade upon the demonstration of extenuating circumstances, i.e. weather but a Certificate of Occupancy will not bt.isaued until V the required items arc completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ATA 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 RE CON$IDERFD AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR. VACATI'NO PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupanta and the issuance ofa Curtif'icatc of Occupancy for the dwelling under bundle's permit qA1291:560.4z.i Signature Date 1r3pcont082002 VALUATION/FEE DETERMINATION Applicant ( 3. A Subdivision 1SA Address Ri 9 kt-fci.u. ?F -►4 2, . Lot/Block I� Date 1L-30-02, Contractor Loki -,1, n Co113+ Finished (Livable Area): Main 114 2 ' Upper )2 ? Lower ) 2A Other 9 841 4 Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation 7) 'k / °o Valuation Decks/Patios: Covered Open Valuation 4/9 24) Valuation /t 309 3.te4 11,232. 9z up Total Valuation 3 4 , 3 0 A Building Permit Fee 2 O»» 5 Plan Review Fee Total BP&PR Pg4 ,2 ' » itiAa� 34t12,1 �l Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guardrails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. Yes 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Yes jC 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes — tea ; Il �l[o.�a u - l� �v\ 159 fry 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 5. 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 K r 6. 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 )C 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and soffits? Yes )C 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes x 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 11. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes 12. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the cave down to existing (undisturbed) grade contours? Yes 1.10 P(S W 1 k\ l'AzdaC1 (-Ton+z . 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes )( No 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No X 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes X No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes x No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes x No 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes X No 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes XC No 21. Will this be the only residential structure on the parcel? Yes No If no -Explain: 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes j< 23. Do you understand that the minimum size a home can be on a lot is a 20ft. x 20f1.? Yes jC No 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes X No 25. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes jC No 4 26. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes x No 27. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes x No 28. 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 afternoons. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. Yes )C No 29. 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 Occupant and occupancy of the building? Yes No 30. 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 complying with the Uniform Building Code? Yes X No 31. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes No 32. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes i� No 33. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to issuance of a building permit? Your attention in this is appreciated. Yes No Y hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Caan,0. - -Qct signature Date Phone:C OCe- (days); carves a-79-4 Project Name: act n3 Ca_sdir Project Address: Notes: (evenings) PcuicoA ] Cei H? `t AseAAMue, If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpminreq 08/2002 Deo 30 02 03:19p Jeffre9 Lewin GeStech HEPWORTH - PAWLAK GEOTECHNICAL December 24, 2002 Lewin Construction Attn: Jeff Lewin 425 Boyd Drive Carbondale, Colorado 81623 970 983 2111 p.2 Hctlworth-I'awlak (?cotcchnic.11, Inc. 5020 County Road 154 Glenwood 'Springs. Colorado 51(101 Phone: 970-94i-79iIS Prix: 970.945.5454 mad; hr getAlipgci)tecll.coni Job No. 102 783 Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed Residence, Parcel 15, High Aspen Ranch, High Aspen Drive, Garfield County, Colorado. Dear Mr. Lewin: As requested, Hepworth-Pawlak Geotechnical, Inc, performed a subsoil study and percolation test for foundation and septic disposal designs at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to Lewin Construction dated December 12, 2002. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Hepworth-Pawlak Geotechnical, Inc. previously conducted a preliminary geologic and geotechnical engineering study for the ranch development and presented our findings in a report dated March 4, 1996, Job No_ 195 531. Proposed Construction: The proposed residence will be a two story wood frame structure over a walkout basement level located on the site as shown on. Fig. 1. The attached garage and basement floors are proposed to be slab -on -grade. Cut depths are expected to range between about 4 to 10 feet. Foundation loadings for this type of construction are assumed to be relatively fight and typical of the proposed type of construction. The septic disposal system is proposed to be located downhill to the east of the residence. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: Parcel 15 is located in the southwestern portion of the ranch at an elevation of about 8,100 feet. The site was vacant and covered with patches of snow up to about 1 foot deep. The ground surface is relatively flat with a moderately steep slope down to the southeast at grades of about 15 to 20%. There is about 10 to 12 feet of elevation difference across the proposed building footprint_ A driveway had been cut into the area of the proposed residence. The vegetation had been stripped from the Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-4684989 Dec 30 02 03:20p Jeffrey Lewin Lewin Construction December 24, 2002 Page 2 970 963 2111 p.3 proposed building area. Thick scruboak with scattered sagebrush, grass and weeds is located outside the building area. Scattered fragments of sandstone up to small boulder size are exposed on the ground surface. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits in the building area and one profile pit in the septic disposal area at the approximate locations shown on Fig. 1. The Iogs of the pits are presented on Fig. 2. The subsoils encountered, below about 2 feet of topsoil, generally consist of sandy clayey gravel with cobbles and boulders consisting of fragments of sandstone and basalt. The soils were mare clayey between 2 and 6 feet in Pit 1. Results of swell -consolidation testing performed on relatively undisturbed samples of the clay soils, presented on Fig. 3, indicate low compressibility under existing moisture conditions and light loading and a moderate to high expansion potential when wetted under a constant light surcharge. Swelling pressures of 6,000 psf and 9,000 psf were measured. Results of a gradation analysis performed on a sample of clayey gravel (minus 5 inch fraction) obtained from the site are presented on Fig. 4. Atterberg limits testing showed the clay matrix to have high plasticity. The laboratory testing is summarized on Table 1. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. A pit excavated near Parcel 15 as part of our preliminary geotechnical study encountered similar soils to the excavated depth of 3 feet. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural granular soils designed for an allowable soil bearing pressure of 2,500 psf for support of the proposed residence. The more clayey soils tend to be expansive after wetting and should be removed from beneath the building area. The expansion potential of the subgrade should be evaluated at the time of construction and expansive clay layers should be subexcavated. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose disturbed soils and clay layers encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural granular soils. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection_ Placement of footings at least 48 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 55 pef for the on-site soil, excluding vegetation, topsoil or oversized rock, as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support H -P GEOTECU 4' Dec 30 02 03:20p Jeffrey Lewin Lewin Construction December 24, 2002 Page 3 970 963 2111 p.4 lightly loaded slab -on -grade construction. The clay soils tend to be expansive which could result in slab heave if the subgrade soils were to become wetted. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. AlI fill materials for support of floor slabs should be compacted to at Ieast 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in the area that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert levet with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below Iowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 11/2 feet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations acrd underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free -draining wall backfill should be capped with about 2 feet of the on-site, finer graded soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We H -P GEOTECH Dec 30 02 03:20p Jeffrey Lewin Lewin Construction December 24, 2002 Page 4 970 963 2111 p.5 recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. A swale will be needed uphill to direct surface runoff around the residence. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Percolation Testing: Percolation tests were conducted on December 17, 2002 to evaluate the feasibility of an infiltration septic disposal system at the site. One profile pit and three percolation holes were dug at the locations shown on Fig. 1. The test holes (nominal 12 inch diameter by 12 inch deep) were hand dug at the bottom of shallow backhoe pits and were soaked with water one day prior to testing. The test holes were covered with rigid foam insulation to protect them from freezing overnight. The soils exposed in the percolation holes are similar to those exposed in the Profile l'it shown on Fig. 2 and consist of about 2 feet of topsoil overlying sandy clayey gravel with fragments of sandstone and basalt up to boulder size to the pit depth of 41 feet.. The percolation test results are presented in Table Il. The percolation tests indicated variable infiltration rates between 8 and 360 minutes per inch. Test P-2 had about 3 inches of water in the hole at the time of the test from the previous days soaking_ Based on our experience,the fast percolation rate indicated in Test P-3 is not representative of typical percolation rates in the area. Based on the subsurface conditions encountered and the percolation test results, we recommend that a registered professional engineer be engaged to design the septic disposal system. If desired, additional percolation testing could be performed at another location to evaluated the feasibility of a conventional leach field. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the Iocations indicated on Fig, 1, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in. this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design M -P GEOTECH Dec 30 02 03:21p Jeffreu Lewin Lewin Construction December 24, 2002 Page 5 970 963 2111 p.8 changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. if you have any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH -- PAWLAK GEOTECHNICAL, INC. Reviewed by: Daniel E. Hardin, P 7ZA/djb attachments t 24443 "Le H•pGEo cry PLAN REVIEW CHECKLIST Applicant ‹._ei% Date Building 'Engineered Foundation u, 4. Driveway Permit "Surveyed Site Plan Septic Permit and Setbacks Grade/Topography 30% �1 rA . Plan review -File Notes ittach Residential Plan Review List inimum Application Questionnaire M4. Subdivision Plat Notes )J 4. Fixe Department Review Valuation Determination/Fees '-'4ed Line Plans/Stamps/Sticker i' A Attach Conditions-.--___ Application Sided . Pl • a . - ' ew o Si Application Parcel/Schedule No. t 4 40# Snowload Letter- Manf. Plans. GENERAL NOTES: Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Subdivision Plat Notes Road Impact Fees . R HOA/DRC Approval Grade/Topography 40% Planning Issues tot i,4,0`�' BUILDING PERMIT L, ' INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS GARFIELD COUNTY, COLORADO Date issued... oned Area Permit No. 11 lb 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, Iocation, erection and construction of the above described structure, the permit may then he revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use Address or Legal Description Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible Front The Street Until Final Inspection. INSPECTION RECORD Footing i MUM IIIMIIIIIIIIIIIIIIIIIIIMIEMIllm Foundation . j — aC - 03 , Underground Plumbing .2,I3 .d , Al. Insulations _ Rough Plumbing Z9 -o 3 ; — ' Drywall ,. . li --i o " Chimney & Vent 5', ? Nay= Gas Piping i, . ci, Electric Final (by State Inspector) %aralle Final 01 43 r�_11111 Electric Rough (By State Inspector) 511421 Framing 6.-5--- ; , "•—" (To include Roof in place and Windows and Doors installed). Notes:4C edo-7niroe- .7- ,mss " gQ., 1'1' -• ALL LISTED ITEMS MUST BE INSPECTED ° WHETHER INTERIOR OR EXTERIOR, AND APPROVED BEFORE COVERING W UNDERGROUND OR ABOVE GROUND. r THIS PERMIT IS NOT TRANSFERABLE r. r :,F, Flion 4.4003« 109 8th Street County Courthouse Glenwood Springs, Colorado. APPRQVEDDO NOT DESTROY THIS CARD Date ,,By IF PLACED OUTSIDE C 0 VER WITH CLEAR PLASTIC