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HomeMy WebLinkAboutApplication- Permit4 i Garfield County Building, Sanitation, & Planning Department 108 8"` Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 No. %9y4 Job Address �� l 0CaA[�}��� Nature of Work Building Permit [CD CJPdL.0 Ni PIKE Use of Building (r �• Owner Contractor Amount of Permit $ 4it lac) :C) Date Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION "' 108 8° Street, Suite 201, Glenwood Springs, CO 81601 Phone:(970-94541212 / Fax: 970-384-3470 / Inspection Line: 970-j3884-5003/tea (� 9 o � /08••0 (0 Permit No: �t9 —fy- Parcel/Schedule No: R 65 CO10 AGREEMENT PERMISSION 1S 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 ISSSUANCE 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 COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT 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 THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND 1N SUPPORT OF THE OWNERS INTEREST. C7-� Carfom.003 r I I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): 1� tot�415►5AcrlY1q Job Address: o M I ` �� p �i n _ ' l/_t�I 1 Lot No: Lot , Block No: ion: { I O Ceeda•(xe1-11 1 S��vXiOde) �', J U i5IC �. 2 �L Owner: �t ��Ue'� j , � Irl I. (-cote - y..,'Rear) 3� 5 eS1AxJ 1 LLIV\� 1 1 Ph: I , 7 IJC.LJ) Wk Ph: SOLtrie 3 C Btrac or: Ca('1)01-iCons1(uc�la'lInc Address: 3 l 5 f11F51 to Ph: �iy� -0001 Lic. No. 4 Architect/Engineer: (hQ(le., T. CDllw S Address: 1)5Vel/1 CQ Ph: c. 5 Sq.Ft. of Building: g• 5,3 3 S r. of l,ot: ll �/�P3Hei 9 (X r 14ci ht: %' g 15 ft, (� �,�� No. of Floors: a l�S 6 Use of Building: Rc�, jel.� la t ( R-3) vat ; d„ 7 tribe Work: e; r r(aV cons}(cici►ova15. 1hellc , ucco extts(lot (`f��en 8 Class of Work: New 0 Alteratio ❑ Remove o Addition ❑ Move 9 10 Garage: o Single ) Car ��.Cckc)e ❑ Double Carport: o Single ❑ Double o Driveway Permit / X On -Site Sewage Disposal j(% Site Plan ` turi y,+t ' _ (Septic) 11 Valuation of Work. $ Adjusted Valuatig@s: $ /- 12 ns,t0,)t tU4NACCRF dc. 'Plum D 70 FILM, WI ../s1,30 Eat s1 OtC4w— NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. Plan Check / `z / Fee: I l�• / _e l Permit Fee: 1 24914 O 14 s" 5 THIS PERMIT BECOMES NULL AND VOID W WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN I80 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Al PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I5 COMMENCED. Total Fee: Datedf Permit Issued: • 0 41 ‘4 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS OCC Group: Dost. �}`ype: APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE R. ' I, ( / / �'I_ ,_1� IV COMPLETED GRANTING OF Ti s E iiiu� WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LAT CONSTRUCTION OR THE PERFORMANCE r+. Zoning: Setbacks: il iO I? it do like; E R / 1.5-a pv4 BLDG ' E' en ere `i �$.•�p APPRr . DATE / 'i?Sr:'L'pi, E � l 1 AGREEMENT PERMISSION 1S 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 ISSSUANCE 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 COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT 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 THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND 1N SUPPORT OF THE OWNERS INTEREST. C7-� Carfom.003 r I I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): 1� tot�415►5AcrlY1q 4 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 1997 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. ****CANNOTOCCUPY 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 PREMISE UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupant use d the issuance of a f . to of Occypa(<cy for the dwelling under building permit# gq t�{ . Signature BpcontO82002 DatC VALUATION/FEE DETERMINATION Applicant Kr9Art4 Address D17 IO Cedar i -h IIs Rd • Date /(-/2•o3 Finished (Livable Area): Main 277(0 Upper Lower 2044 Other Total Square Feet 4 Sz5j y /Ot3 Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation Decks/Patios: Covered Valuation Open 051, /$ SubdivisionCfdar' p4. tic Ra✓ic A 5,{ a. Lot/Block tot /o Contractorcari 6044 O/ISf : jot 332,92• 20, goff 755 4 7 cel 9C Valuation 110 4 i f "jz Total Valuation bz$ 6(07, osVo P • 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 guard rails, 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 comer 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. NOTE: 106.3.1 (7.) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes l 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks do apply. Yes 3. Does the site plan include when applicable the location of the LS.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 L/- 2 4 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 1/ 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 1/ 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and theclearances required between wood and earth? Yes V 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and spffits? Yes 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 1/ 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes l� 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 eave down to existing (undisturbed) grade contours? Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and mo e1 and Colorado Phase II certifications or phase II EPA certification? Yes No 3 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 l/ 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 V No 16. Does the plan include a window schedule or other verification that windows provide natural light and venti ation for all habitable rooms? Yes 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 s ety glazing for these areas? Yes No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes 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?n Yes t/ 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 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 23. Do you understand that the minimum dimensions a home can be on a lot is 20ft.wide and 20ft.long? Yes No 4 s 24. Have you designed or had this plan designed while considering building and other constructde requirements? Yes ion c No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zon district? Yes No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by t e Garfield County Building Department? Yes f No 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes L No 28. 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 1No 29. 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 L No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00 re-inpsection fee? Yes No 31. 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 occupancy of the building? Yes No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Building Code? Yes L No 5 33. Are you aware that prior to submittal issuance of a building permit application 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 D ent at 625-8601. Yes No 34. 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 f applicable inspection. Yes I� No 35. 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 submittal of a building rmit application? Your attention in this is appreciated. Yes i No I hereby acknowledge that I have read, understand and answered these questions to the Signature of Owner Phone: £97 -000 I (days); Project Name: Crake �s�ciev�oe Project Address: Notes: lohariln <Ame (evenings) .61 10, Cc ( 111115 Rpvch Suhhlvlstoo 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 04/2003 6 1:Garfield County Road and Bridge Department October 27, 2003 Contact Phone Number -947-0001 CC: Garfield County Building and Planning Department Dear Mr. Cooke, This driveway is in Cedar Hills Sub -division which is not in Garfield County Road and Bridge's jurisdiction; therefore, you do not need a driveway permit from Garfield County Road and Bridge. If you have any questions or problems, please feel free to contact me. Sincerely, Kraig Kuberry Foreman Garfield County Road and Bridge Department P.O. Box 426 Rifle, CO 81650 Phone: 970-625-8601 Fax: 970-625-8627 PLAN REVIEW CHECKLIST Applicant Qcc K g. Date it / I' o Building ✓/Engineered Foundation - Driveway Permit .--Surveyed Site Plan t• ----Septic Permit and Setbacks1M# I f2 F P /K SctPioniot ,—Errade/Topography 30% Attach Residential Plan Review List ✓Minimum Application Questionnaire Subdivision Plat Notes Grade/Topography 40% i -1.4 -.Fire Department Review Planning Issues, ✓Valuation Determination/Fees Subdivision Plat Notes ✓ Red Line Plans/Stamps/Sticker ✓Attach Conditions kw) •RoaF �/-Itr.eRe,Q RA -re -Pm.* to .application Signed -�FArn� rwct ✓Phlan Reviewer To Sign Application � 4arcel/Schedule No. Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees %--40A/DRC Approval p,440# Snowload Letter- Manf. Hms. GENERAL NOTES: :GeStecr, October 9, 2000 Maryann Fly 105 Polo Road Glenwood Springs, Colorado 81601 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970445.7988 Fax: 970-945-8454 hpgeo@hpgeotech.com Job No. 100 788 Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed Residence, Lot 10, Cedar Hills Subdivision, Garfield County, Colorado Dear Ms. Fly: 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 you dated September 27, 2000. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The development plans were conceptual at the time of our study In general, the proposed residence will be single story above a walkout lower level and located near the middle of the building site as shown on Fig. 1. Ground floors are proposed to be slab -on -grade. Cut depths are expected to range between about 3 to 8 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. The septic disposal system is proposed to be located downhill to the south 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: The lot is vacant and located downhill of Cedar Hills Drive. The ground surface in the building area is moderately sloping down to the south. The lot is vegetated with grass, weeds, sagebrush and scattered small pine trees. There are cobble to boulder size rock fragments and sandstone outcrops scattered across the lot. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating three exploratory pits in the building area and one profile pit in the septic disposal area at the approximate locations shown on Fig. 1. The logs of the pits are presented on Fig. 2. The subsoils encountered in the building area consist of about 2 feet of weathered sandstone above very bard cemented sandstone to the pit depths of 21/2 feet. The Profile Pit encountered 3 feet of sandy silty clay above weathered clay -shale to the pit depth of 8 feet. No free water was observed in the pits at the time of excavation and the soils and rock were slightly moist to dry. Maryann Fly October 9, 2000 Page 2 Foundation Recommendations: Considering the subsurface conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed bedrock and designed for an allowable bearing pressure of 4000 psf for support of the proposed residence. The rock is very hard and cemented with depth and could require blasting. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Overburden soils and disturbed rock encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed bedrock materials. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 36 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 45 pcf for the on-site soil and well broken rock as backfill. Floor Slabs: The natural on-site soils and rock, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. 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. All fill materials for support of floor slabs should be compacted to at least 95 % of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils and well broken rock devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not encountered during our exploration, it has been our experience where bedrock is shallow that perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can also 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 level with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below Lowest 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 1' feet deep. H -P GEOTECH • Maryann Fly October 9, 2000 Page 3 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 underslab excavation 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 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 September 28, 2000 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 clay prior to testing. The soils exposed in the percolation holes are similar to those exposed in the Profile Pit shown on Fig. 2 and consist of sandy silty clay. Below the clay, weathered clay -shale was encountered to the Profile pit depth of 8 feet. The percolation test results are presented in Table I. Based on the subsurface conditions encountered and the percolation test results, the tested area should be suitable for a mounded infiltration septic disposal system based in the overlying soils. A civil engineer should design the infiltration septic disposal system. Additional profile pits and percolation tests could be needed for the site specific design. 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 locations 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. H -P GEOTECH Maryann Fly October 9, 2000 Page 4 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 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. Steven L. Pawlak, P.E. Reviewed by: Jordy Z. Adamson, Jr., P.E. SLP/t1 attachments cc: Giard Homes, Inc.- Attn: Jeff Giard H -P GEOTECH LOT 11 CEDAR HlU-5 DRIVE i / / / 1 PIT 1 • 1 LOT 10 \ \ PROFILE \\ P 1A PIT. OP 3 \ A \\ P2 N. \ \\ \ NN N. \� \ r ` EMERGENCY ACCESS PROPERTY \ \\ AND UTILITY EASEMENT BOUNDARY \ \ \ \ \ \ \ \ LOT 9 APPROXIMATE SCALE 1- = 80' 100 788 HEPWORTH - PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY PITS Fig. 1 w 0. 0 5 10 LEGEND: -7 • PIT 1 PIT 2 PIT 3 PROFILE PIT CLAY AND SILT (CL—ML); sandy, some roots, stiff, slightly moist, brown. 0 wc=s.e DD—se —200.67 — 5 10 SANDSTONE BEDROCK; weathered and broken in upper 2 feet, very hard and cemented below, dry, light brown. WEATHERED CLAY SHALE; some sandstone lenses, sandy clay seams, hard, slightly moist, brown. 2" Diameter hand driven liner sample. Disturbed bulk sample. T NOTES: Practical refusal to digging with a trackhoe. 1. Exploratory pits were excavated on September 27, 2000 with a trackhoe. 2. Locations of exploratory pits were measured approximately by pacing from features on the site plan provided. 3. Elevations of exploratory pits were not measured and logs of exploratory plts are drawn to depth. 4. The exploratory pit locations should be considered accurate only to the degree Implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. B. No free water was encountered in the pits at the Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DD = Dry Density ( pcf ) —200 = Percent passing No. 200 sieve time of excavating. Depth — Feet 100 788 HEPWORTH - PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS Fig. 2 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE I PERCOLATION TEST RESULTS JOB NO. 100 788 HOLE N0. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) P-1 35 15 61/2 53/4 3/4 30 5 314 5 3/4 5 4 1/4 3/4 4 1/4 3 3/4 1/2 water added 5 3/4 5 3/4 5 4 1/2 1/2 4 1/2 4 1/2 P-2 -33 15 Water added 8 7 1 24 7 61/4 3/4 61/4 51/2 3/4 5 1/2 4 3/4 3/4 7 3/4 7 3/4 7 61/4 3/4 6 1/4 5 3/4 1/2 P-3 32 15 water added 8 6112 11/2 6 1/2 6 1/2 1 51/2 41/2 1 4 1/2 3 1/2 1 7 6 114 314 6 114 5 112 314 5 112 4 314 314 20 Note: Last two readings used to determine average percolation rate. 0455 Cedar Hills Silt, CO 81652 Wednesday, April 02, 2003 Fredrick Cooke 314 Westbank Road Glenwood Springs, CO 81601 Dear Mr. And Mrs. Cooke, Thank you for taking the time to prepare and present your building and plot plan for Lot 10 to the Cedar Hills architectural committee. On March 12 at 7:00 PM Kent Lohse, Joel Cotton, Larry Rose, members of the CHAC, met with you and approved your site plan, your house plan and your proposed colors. Your house will fit with the landscape and the other houses in the subdivision. Good luck with your building endeavors. Sin cefely_Yours, Cotton FRON : [LER AND PETH INC Jar 05 04 03:03p N0. : 1 970 625 4759 Jan. 28 2004 01:17PM P2 lneul0oam y``� e .. Dee z Ueo 721 UU U714*p WlneerUun Uolar 1) 4 U UYU UL:'f UnU1 7:110/:ui1 11401 b1 nMl; YII) •7A J Jvn FAWuU Aer ren tV: Y:I-7l0I 1 ' on? or O;l ASftc)M-rnois / gcv 60 M)I.1 vvleenOC 100 y(t '7e1tiCa) 1I.& h`yigk 6 O 06LO&A"I vJ#na Scat IN) L, ?t,C UP'C. TkLC fl JLS'P � S\tot$4, "Gce-e 1S LOG Pc tS. .4T 5 t CLCV 04(001'1 0,11,z 3 M POC. Au... Sc.JpPCC.S A -)30./E 1).ZA1,J tWL r EtJ'V�T of jI' nBOvE iN;avwt�lvu @ PPl-eaelr �&. s-ct even_ OS MINIMtZO)" Se P P tA-eST 0)(I2.$) = 87.5 ecL y"w ala ',wpm//;;� 31)4(.. IBJ (1(I2M - ell 5417 va a1;.1 S"/_u Peet 1i) '4 '1CI:.T dt• 0 1.}O-rtS O K St.uPPc2S De,Mt.1 Ir.7TC7 O�i'to.1At . pO1n11J SPOUTS (3..)c 3 MsJ) Dcai AN ON-tt Co kaelS S7L.P1/4'S14 134OCKS At SWOW ,J. NAker 2 a` Deo C1 03 07:44p WinterGun Geier 0 6 C 070 027 0701 /1.1//003 3:02 IN FROM: V10 4N 741.1 Jonph vnv.,d _,A.vri uo. rn: 929-070i Mai: 004 0? nn, r.D zooc- N17oi� Roc7a1+�n1/Pt�IL,, iia—�Aecs tCD d`d voRr nRoe Mohr + 244) NOY-7 vQOP W + 3.1 UPM 1�4 m') 1,5� oats FALL 7110 vctT 'Pepe' RoWS _ P14 -ora V--00c/CAS 61 7, eP,g 4I •o Cr,M6,p,1* i 5'Ni/ C b- '_ - A5 s e t we ez --To Skeet 4 -coe Se.v P?ez. PtiaJ ccif4 ocz Mir -4% TeCryt_ ?tStniS 'x'02 POPE bit0P5 w1Tig4J ,µ.ea TYM. '17 [r'1�r1Ls veZei it .s Sl K -E -i- 3 0' G I Deo E1 03 07144p WinterGun Goler D 1. C 070 027 0701 1)/70,2001 10:11 PPI PNON; YW 9,0 ISM ammo Pnwrn Myppparj IO: +/,•0101 I r 001 OP no p.4 517-I1\10, CALCL) *Torts - rzoor AV -c D 1 SteST -�-� • ROOF DRAINAGE PLAN REPORT For the Cooke Residence Project PREPARED FOR: Joseph Edward Associates P.O. Box 3554. Aspen, CO. 81611 970-920-2339 PREPARED BY: Energy Systems Engineering PO Box 2330 Basalt, CO 81621 (970) 927-8107 DATE: December 22, 2003 ci ;(,, i:;1� ND 27046 ‘ Exp. 9W30/06 Documentation Author : , P.E. Energy Systems Engineering P.O. Box 2330 Basalt, Colorado 91621 970-9272107 Pax 970-927-0701 Job Name: Cooke Residence - SIR, Calaado Project: Joseph Edward Associates By: Michael J. Mulcahy, P.E Date: 12-21-03 Page: _1_ of _2_ ROOF DRAINAGE DESIGN AND SIZING 1.0 DESIGN APPROACH The approach taken to design and size the components of the roof drainage system for this project was as follows: a) Break up the entire roof for the dwelling into logical drainage sub -areas and locate drains at the center of each area. Locate required scuppers on the plan in the same fashion. b) Verify that the roof structure below each sub drainage area can adequately support the weight of of standing water equal to the code minimum of 2" plus 1.5" additional for overflow head or 3" min. c) Identify walls within the structure which are both in close proximity to the drains and that are suitable to carry the roof drain piping within the wall cavity in a direct, unobstructed fashion. d) Determine the horizontal distance between each drain outlet and the location of the corresponding vertical down pipe and verify the feasibility of running a horizontal section of drain pipe within the roof cavity between the two points. e) Iterate on the above steps until an acceptable roof drainage"layout" design has been established f) Calculate the required size of each drain and the corresponding down pipes and develop a sub soil roof drainage piping plan. g) Size both the required scupper and associated downspouts and develop a secondary drainage discharge plan. 2.0 DESIGN ASSUMPTIONS The following assumptions were made in the process of developing the subject roof drainage plan design. Any deviation from the assumptions below shall invalidate the design presented herein. a) Maximum 1 hour/100 year rainfall rate is 2" per hour or 0/020 gpm/ftA2 b) Ceiling Joists are 11-5/8" min TJI throughout c) Vertical Drop locations are unobstructed from roof elevation to 24" below finish grade elevation d) Roof is capable of supporting 3-1/2" of standing water ( max. allowable water height level which includes 1-1/2" water level above scupper inlet to account for overflow head. In the event scupper down spout are not installed extra 1-1/2" overflow head height does not apply. e) Stom drain piping shall be capable of running to daylight within 100 ft of furthest drop while maintaining 1/8" per foot minimum slope. f) Installation of entire roof drainage system to be installed in accordance with standard trade practices and in compliance with current building (UBC), plumbing (IPC) and local jurisdiction codes and/or requirement g) Roof construction to be per conventional methods for flat roof design with 3" minimum rigid insulation over roof sheathing at all primary drains, tapering up at 1/8" per foot to parapet walls at perimeter all under Hypalon or EPDM equivalent roof membrane superstrate. 3.0 ROOF DRAINAGE LAY -OUT PLAN The proposed roof drainage layout plan is as per the architectural plans for this project. Each drain has been located in the desired place as well as all scuppers which comprise the required secondary drainage plan. Detailed installation requirements and design specifications are provided for each relevant aspect of the design as outlined below. Energy Systems Engineering P.O. Box 2330 Basalt, Colorado 81821 970-9274107 Fax 9704274701 Job Ilam.: Cooke Residence - Sln, Colorado Client: Joseph Edward Associates By: Michael J. Mulcahy, P E Date: 12-22-03 Page: _2_ of _2_ ROOF DRAINAGE DESIGN AND SIZING (cont) 4.0 ROOF DRAIN AND SCUPPER INSTALLATION SPECIFICATIONS a) All roof drains are to be installed and weatherproofed as per manufacturer instructions. b) Roof drains shall be ZURN # ZRB-180-21P or equivalent with strainer minimum free area equal to 1.5 times pipe connection. c) All scuppers shall be installed per detail view(s) provided in architectural plans. d) All scuppers serving each roof area shall be installed with inlet at 2" minimum above primary drain elevation, no more than 3-1/2" maximum above same or 1" above top of roof membrane at parapet, whichever value applies. 5.0 ROOF DRAIN PIPING INSTALLATION SPECIFICATIONS a) All drain piping used both within the building footprint and below grade shall be Schedule 40 PVC DWV b) All horizontal piping runs shall slope to daylight no less than 1/8" per foot and shall be reinforced at termination by upgrading last 3 feet of pipe to standard Sched 40 PVC. Provide rodent proof end cap. c) All drain piping shall be of the size per the attached schedule and shall be installed and routed at all the locations indicated and in the manner depicted per the architectural plans. 6.0 ROOF DRAIN INSTALLATION SCHEDULE ROOF AREA ((ID) DRAIN NO. DRAIN SIZE (IN) COMMENTS ROOF AREA (SQFT) DESIGN FLOW (GPM) VERTICAL DROP CONNECTION (ID -Drains Served) DROP SIZE (IN) A 12 2" COMBINED FLOW =18 GPM 378 7.56 AB - 11 & 12 2" B 11 2" COMBINED FLOW =18 GPM 422 8.4 AB - 11 & 12 2" C 10 2" COMBINED FLOW =18.4 GPM 87.5 1.75 CF - 7,8,9 & 10 2" D 9 2" COMBINED FLOW =18.4 GPM 87.5 1.75 CF - 7,8,9 & 10 2" E 8 2" COMBINED FLOW =18.4 GPM 372 7.4 CF - 7,8,9 & 10 2" F 7 2" COMBINED FLOW =18.4 GPM 372 7.4 CF - 7,8,9 & 10 2" G 6 7' COMBINED FLOW =23.8 GPM 153 3.06 GL - 1,2,3,4,5,& 6 2" H 5 2" COMBINED FLOW=238GPM 110 2.2 GL -1,2,3,4,5,&6 2" 1 4 2" COMBINED FLOW =23.8 GPM 374 7.48 GL -1,2,3,4,5,&6 7' J 3 2" COMBINED FLOW =23.8 GPM 306 6.12 GL - 1,2,3,4,5,& 6 2" K 2 2" COMBINED FLOW =23.8 GPM 36 0.75 GL - 1,2,3,4,5,& 6 2" L 1 2" COMBINED FLOW =238GPM 208 4.16 GL - 1,2,3,4,5,& 6 2" Yeo iA VN ura+-wr w • .1vc. %/...• ........ .. 1+/71 ROD) )c u¢ TN NM 970 990 11/41% ,ua.p0 97b1th1 ,Aaanuia. 1)1 977 •u70 i !AWN OC7 M' ADa 'WoS oiog Dl n3/` 11� ti! 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'PAPE t,¢oPs w'Ci'h.3 sA 't M ("0 Alithb tzer,A'eprr�jlti [sit -eel- Cr or Co 1 Uto 7:1 UJ Ur. atetr Man UUUUUU Y•aagal u r I I}/701700) 10:31 R1 MOM 9W V!U 7b6% Aroffitil mww-leacei..v.. 11B 4fI-0101 MORA UO'I AP 011 SHINS(„ CALCU L-Mt01.)S rzoor A :c1IS QAC [skiaor 1 or _11 ..a.. �. .... ..•. •.r • • fl/2!/200] Jial M• rlllwl 91n 720 2565 A0eey0 blwnl A•+n`l�tea 12!0101 •Ara: mf; UP 70a 1z `'-F WO`�'C7 tco PP -A-16/ P1 ttjC>, PV°t13 - ARzj-2S 1�d Ic T ''¢i? cup./ it 5,3 srlA ti, Vett DROP CLOW 4.2 1ST - or f lro L'1 VJ Ut; rep via •-• owl .•.•• .nn . .• .. .• • O ItflQt40J IOi IJ 111 11101: •4/0 WO !fat oomph h w.rd •nada., t fl' 0701 MIL 00' 01 011 �\ f� S \'lt3G, CA U+-ArmotiS - P A+�S +`D,t'Y©0 k\ O<G_ J 5 cu PPLt1:-a suocu.. tr.. 1. oc AT c ' t .� 1.11304 L is OF Min/vac`( crkr..61 ZOaV De-eti•-413%4.0 / MCQ. Z' °Y ' -PLOW 1-\eO Atavotivicate I'JT'O iCti ?caw 5 1S4 + aE Yz,' SSU PP•e5• 60)0, ‘104ra ° 36ikz I: :I 1 5 GPM r ' (in -1)01,04 `&Pc s S Ft L.L 'SC S Vee S r C. t � t-42,6&47.- 3 Welt-- 15CA-",k-tit-42,& 47.- t.) elbetur 2**' DP. n4 FnP1rJf� 5J .SGUOnt-S t7ckat4 St 5) 'C' ..M,J -4...-ru t3& Pk r'1a G -R7 bA` Lt(:ntiT 5►r• 6 9r n 0 i m g 1 1 1 a A • O v n 30 cs7 ft g •1 I a 3011ON NO11O3Ut1OO COUNTY OF GARFIELD - BUILDING DEPARTMENT I GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit IV 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT e PROPERTY 3879 Assessor's Parcel No. This does not constitute a building or use permit. 5 - Owner's Nam�1 rer C. -„-k Present Address. -2J LsDQ I bib\ -.K I2 one Ci 1 f C....)1 01 CC.)C.- System Location Legal Description of Assessor's Parcel No SYSTEM DESIGN -31-I - l )1� Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) C. Call for Inspection (24 hours notice) Before Covering Installation z IZ 477-4C/%-1Ei) System Installer lP--5° Sal• Septic Tank Manufacturer or Trade Narne 4 Septic Tank Capacity Septic Tank Access within 8" of surface —f kfee r"..54:4 -g U64s 4 Drt rev-) o{ 1 kvti'}-c, Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Inspector 414d fr/K-ACzr7 RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE •CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs,alters. or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class 1. Petty Offense ($500.00 fine — 6 months in jail or both). While - APPLICANT Yellow - DEPARTMENT No. _29 (/4/ ' 4 n e Job Addr " � ,� � Owner //'�� � �� 1���y ��.� Address 31SuJ�w�e-al / - Contractol�-GL/C+.e'f•� t-�Y�f- Address 3/5& LU - ®FC G/ ssessor s Parcel No (9!77 Q / /OS 0/0 Date /( VC), 1 DING PE 1 CARD o ��eQec,� lam• lit/o C.ehf i A alit a ritez Setbacks: Front Rearh Soils Test Footing /2 --t/-C ijki FoundationSM't —/..r /25( Grout Underground Plum ing Rough Plumbing. fV * Framing -S^1u—C Insulation 6—lgf'OW Roofing Drywall LAS—ZW vc/T —/S—ZB—ate Gas Piping 5^K'04% RH LH INSPECTIONS Weatherproofing Mechanical 5 /0 EXTERIOR Address No. (/ Drainage Decks -support & clearance to wood Decks -stale & rails Exterior locks Flashing around doors & windows Insect screens INTERIOR GARAGE TES Phone #Q 7— 000/ Phone # 9(17— 000 Zoning Electrical Rough (State) X194, Electrical Final State) AP /i-'D�f Final�'necklist Completed/ Certificate Occupancy # Date Septic System # -3 Y19 (' Date Final Other iAtgaraxic FINAL CHECKLIST MECHANICAL ROOM Boiler Hot water 11j v 1 v' .T-+ FA. gWoil Floor drain clearance Air con system Hot water heater Combustion air Gas piping. valves LPG Drain (continue on back) buAIRWAYS Headroom (8'8") ,// Railing & guardrailsf Width a Rise & run KITCHEN Clearance above grill V / Exhaust fan a/ B roiler exhaust (1 hr. chase)11/7 �I B EDROOMS Egress Fire wall separation FIREPIACEISTOVE % \ / smoke detector t/ Clearance to combustibles �' J ✓/ BATHROOMS / // Termination of chimney /// Exhaust fan A0/*/ IX/ Combustior Hearth (12'^ori 20" on aides) ✓ / OShatterproof glees s/ Glass dose 1 Jo p �/ Certified by ►LI�+A' vin Service door -1w" min / Door (20 min.) w/auto closer -1% min a// Mech. equip. 18" above floor �/ No opening Into sleeping ares BASEMENT -CRAWL AREA Access Insulation Headroom/Stairs Ventilation Y REMARKS 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 jj OA Date Issuedt� .OA Zoned Area Permit/No ?9‘114 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 r apd (MEDIATELY BECOME NULL AND VOID. bnc. Inspeo ° �� ant Add or Legal Descri.'on 6 it its • , `41.0 Jr4i i • tta' Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing • Z - 11 ' . • ; :f— Foundation -. Underground Plumbing --e- : Insulation ' 4 } Rough Plumbing 4 IC..- q -rd_ Drywall 4Oy1-CA -rt.( Chimney & Vent /— r ? -( _( f AIF Electric Final (by State Inspector)/o-/as yet Gas Piping -Tr/ f' - €-;/-.__-Final /0 - /3-o 60,s_ Electric Rough (By State Inspector) v-',i°`ydeptic Final %;tot/ dy f„yt„ a Framing 1�j _/y ccs (To includfRoof in piaci LWWindows and Doors installed). Notes: 1 0 ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE 4. Phone 384.500.3 109 8th Street County Courthouse Glenwood Springs, Colorado. DO NOT DESTROY THIS CARD APP 0 ED-��,szzr Dat y IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC