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HomeMy WebLinkAboutApplication- Permitr 3 Job Address No. 7469 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(990) 945-8212 Nature of Work Building Permit Use of Building �, Owner Contractor 0? 0644 74 f ✓fir, war -�� iii, .o' Amount of PetmitS 4/3 o o? • `1" Petni" cIMS 6-e-= //v 95 • ;./ esZAA4Wt, frit_ aS'99.a5 4'3 02.yh Date Th.QJP. )l a000 Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION TELEPHONE: (970) 945-8212 INSPECTION LINE (970) 94.5-9159 A 'f" ERIvIITNO. I Lite/ PARCEUSCilEDULE NO. JOB ADDRESS: ( ‘. I . 6,_ f1?// . 1 LOIN°. Tract 38 BLOCK NO. Section 4 SUBDW SIOAXF.•IFnOx Antlers Orchard - Dev. 2 S DPISS PO $ox 110, Silt. CO $16°2 876-4944 Tsame OWNER Lyon Land & rattle rn 3 CONTIWTOR naaalt fl-natn Int inn Cp ADMM. TXT Pox 11(1, Silt, m R1 ti52 - m: 876-5944 OC WO: 4 • ARCIDIS6Tm1024111 ADOUaT re: IX NO: 5 sq. PT. Ol=MHO 5975 nnORor 9 dd nr•roa aTAw,14 ,._ awarPIO S 1 _ 6 Oil 011, Residence, of C. Kelly Lyon 'r 7 °m'°`"°" Single story ranch with crawl s..ce - 8 murw aaac few &AD0mw Oumwmn mow aROmvt _ 9 Gua ±xippld 144R gq_fs Dox arta awAa DaDOaAc{mraS =MAN yes included I0 a0SN1WAYTmaT al al>p fnr v ZAItWOrwocTrPaAy i .,,:. ',. _-AmaFcmvnnnna q1 ig ;- .:- ' .: .. �j T mau.Da... A SEPARATE COLORADO. TIES PERMIT AUTHOR® WORK I8 AFTER WORK HEREBY KNOW TILE GOVERNING HEREIN AUTHORITY LOCAL CONSIRU NOTICE '. ..' ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BECOMES NULL AND VOID IF WORK IS NOT COMMENCED WITHIN 150 DAYS, OR 1F SUSPENDED OR ABANDONED FOR APERIOD OF i50 IS COMMENCED. CERTIFY THAT I HAVE READ AND EXAMINED THIS SAME TO BE TRUE AND CORRECT. ALL PROVISIONS DWI TYPE OF WORK WILL BE COMPLIED wan OK NOT. THE GRANTING OF A PERMIT DOES NOT TO VIOLATE OR CANCEL PROVISIONS OF ANY ., :. BY THE STATE OF OR CONSTRUCTION CONSTRUCTION OR DAYS AT ANY TIME APPLICATION AND OF LAWS WHETHER SPECIFIED PRESUME TO ONE OTHEK STATE OR PERFORMANCE OF 2/<I/oo PLAN CHECKFEEE:: // I U7s, 9 / •": ' IS- 77 . 2 S . f TOTAL FEE: ..N RATE PERMIT ISSUED .. ..... .. .. ' . OCC:GROUP: CONST: TYPE: �- 3 ' ^ (.21 TONING: SETBACKS: ..� �� h'-`^' T' .1-111.414,/ LAW REGUATING!.. ' UCTION OR TIM •N. r .. 1 ( ,e ,.., r!, aotica de2 . .... OtOwDe4 CootlTeeora ...'... ...... i• w,� A.40-00 A i'4' 4� , . � 1,/„Eel/f ! MANU. How: { y (AJ iV U ssns xo.: FEE: 0.00 Bandies Dept App,w,Ww : r.!,.. • •... ... AGREEMENT PERMISSION IS 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 SUMMED TO AND REVIEWED BY THE BUBDINGDEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY OARFIDLD COUNTY PURSUANT TO AUTHORITY GIVEN IN 3025.201 CRS AS AMENDED. 7118 SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WHIT IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF ITIS ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM IRE 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 711E BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTTER DMA OR FRO PREVENTING BUILDING OPERATION 881x0 CARRIED ON THEREUNDER WHEN IN VIOLATION OFTHIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. 711E REVIEW OF THE SUBMITTED PIANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES, THE RESPONSIBILITY FOR THESE ITEMS AND 1aPtn.LENTATION DURING CONSTRUCTION RESTS SPECIFICALLY was THE ARCHITECT, DESIGNER BUILDER AND OWNER. COMMENTS ARE INTENDED 10 SERCONSEtVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. OdemHG ._ i I7BY A THAT I (w l e '111:76117 ABa(QJRIA[.) '� p0 e& iOYO . - The following items are required by Garfield County for 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 root 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 wash bowl, tub or shower, toilet stool hot and cold naming water, non-absorbent floors and walls finished and a privacy door, _. a . • 5." All steps outside or inside over three (3) steps must have handrails, guard rails on balsnnies 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 berssaed until the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL A y r :" "' ITEMS HAVE BEEN COMPLETED. s THE ABOVE �. * * * CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL QBE vL" 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, usse� and the issuance of a Certificate of Occupancy for the dwelling under building permit # Signature bpcont 2/4 /op • c.rktrtk yy0 yy z i 't:'4 ,3LLf L-(ot (-AND $ 04T1Ce Qo, Li/44e tone s U r -E co 6Q.0o=363°l7S.00 1.00: 4'797S.op ttoo = AO�60.00 17.00 = sS7G.00 M FLoo2 S27S FovN042lod Sk'S G ({A.Act 1 110 ST06.A6C 32? 6 1137186.00 Pte,, 1 G �s,2 1 S OS s-0.00 -� 4 3 0 a . cf Gtech December 31, 1999 Basalt Construction Attn: Dave Hillbrand P.O. Box 110 Silt, Colorado 81652 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com Job No. 199 949 Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed Lyon Residence, Block 4, Tract 38, Eukele Drive, Garfield County, Colorado Dear Mr. Hillbrand: 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 Basalt Construction dated December 8, 1999. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed residence will be a single story wood frame structure over a crawlspace located on the site as shown on Fig. 1. Garage floor will be slab -on -grade. Cut depths are expected to range up to about 4 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 to the northeast of the proposed 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 site was vacant and covered with about 1 foot of snow at the time of our field work. The ground surface is gently rolling with a slight slope down to the south. There is about 2 to 4 feet of elevation difference across the lot. The lot is vegetated with grass and weeds. Subsurface Conditions: The subsurface conditions at the site were evaluated by observing one exploratory pit in the building area and one profile pit in the septic disposal area at the approximate locations shown on Fig. 1. The pits had been excavated by the client prior to our field work. The logs of the pits are presented on Fig. 2. The subsoils encountered, below about 11/2 feet of topsoil, consist of interbedded silt, clay and sand. Results of swell -consolidation testing performed on relatively undisturbed samples of clay and silt, presented on Fig. 3, indicate low to Basalt Construction December 31, 1999 Page 2 moderate compressibility under conditions of loading and wetting. The silt sample from a depth of 7 feet showed a minor collapse potential (settlement under constant load) when wetted. The laboratory testing is summarized on Table I. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. 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 soil designed for an allowable soil bearing pressure of 1,500 psf for support of the proposed residence. The soils tend to compress after wetting and there could be some post -construction foundation settlement. The amount of settlement would depend on the depth and extent of subsurface wetting and could be 1 to 2 inches or more. Footings should be a minimum width of 18 inches for continuous walls and 2 feet for columns. Loose and disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. The exposed subgrade should be moistened and compacted prior to placing concrete. 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 12 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 50 pcf for the on-site soil as backfill. Floor Slabs: The natural on-site soils, 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 devoid of vegetation and topsoil. Surface Drainage: The following drainage precautions should be observed during H -P GEOTECH Basalt Construction December 31, 1999 Page 3 construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and 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 recommend a minimum slope of 6 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. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation should be located at least 5 feet from the building. Percolation Testing: Percolation tests were conducted on December 17, 1999 to evaluate the feasibility of an infiltration septic disposal system at the site. One profile pit and three percolation holes had been dug by the client at the locations shown on Fig. 1. The test holes were hand dug at the bottom of shallow backhoe pits and were soaked with water by the client one day prior to testing. The holes had been covered by rigid foam insulation t� protect against freezing overnight. The soils exposed in the percolation holes are similar to those exposed in the Profile Pit shown on Fig. 2 and consist of about 11 feet of topsoil overlying silt and sand to the maximum depth of 8 feet. The percolation test results are presented in Table II. The percolation test results indicate an infiltration rate between 11 and 16 minutes per inch with an average of 13 minutes per inch. Based on the subsurface conditions encountered and the percolation test results, the tested area should be suitable for a conventional infiltration septic disposal system. 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 H -P GEOTECH Basalt Construction December 31, 1999 Page 4 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 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 GEOT ,;�_ L, INC. Jordy Z. Adamson Reviewed By: Daniel E. Hardin, P.E. JZA/ksm attachments H -P GEOTECH APPROXIMATE SCALE 1"=100' EUKELE ROAD TRACT 38 BLOCK 4 APPROXIM ATE BUILDING LOCATION PIT 1 PROFI E PIT P 1 P 2 P 3 BENCH MARK: GROUND AT PROPERTY CORNER; ELEV. = 100.0', ASSUMED. TRACT 43 199 949 HEPWORTH - PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY PITS Fig. 1 Depth — Feet moommi 0 5 10 LEGEND: of NOTES: PIT 1 PROFILE PIT ELEV. = 102' ELEV. = 104' WC=22.1 .17..4 Da -93- -200=56 1• er WC=10.3 DD -101 TOPSOIL; slightly sandy clayey silt, organic, firm, slightly moist, brawn, frozen. 0 10 --, SILT AND SAND (ML—SM); occasional gravel, interbedded clay layers, medium dense, moist to slightly moist, light brown. 2" Diameter hand driven liner sample. 1. Exploratory pits were excavated on December 17, 1999 with a backhoe. 2, Locations of exploratory pits were measured approximately by pacing from features on the site plan provided. 3. Elevations of exploratory pits were measured by instrument level and refer to the Bench Mark shown on Fig. 1. Logs are drawn to depth. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between material& shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuations in water levet may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DD = Dry Density ( pcf ) —200.= Percent passing No. 200 sieve 199 949 HEPWORTH - PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY PITS Fig. 2 1 0 N 1 0 ta0 N e 0. E 0 0 Compression % 2 3 Moisture Content = 22.1 percent Dry Density = 93 pcf Sample of: Sandy Clay From Pit 1 at 4 Feet No movement upon wetting 0.1 0 1 2 3 4 5 1 0 10 APPLIED PRESSURE — ksf 100 Moisture Content = 10.3 percent Dry Density = 101 pcf Sample of: Sandy Silt From. Pit 1 at 7 Feet Compression upon wetting 0.1 1 0 10 APPLIED PRESSURE — ksf 100 199 949 HEPWORTH - PAWLAK GEOTECHNICAL, INC. SWELL -CONSOLIDATION TEST RESULTS Fig. 3 JOB NO. 199 949, le 0 h g ii Sandy Clay [Sandy Silt o 1 a i 8 1 1E qQ > 6 2 y 0 z F D V 0 N d i NATURAL DRY DENSRY (PCI 93 0 51 i i N 10.3 NSAMPLE LOCATION 4 7 .- HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE II PERCOLATION TEST RESULTS HOLE NO. 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 62 15 water added water added 9 1/2 6 1/2 3 11 8 3/4 6 1/4 2 1/2 11 3/4 8 3/4 3 8 3/4 6 1/2 2 1/4 6 1/2 4 3/4 1 3/4 4 3/4 3 1/2 1 1/4 3 1/2 2 1/4 1 1/4 P-2 62 15 water added water added 9 6 3 11 8 5 3/4 2 1/4 10 3/4 8 1/4 2 1/2 8 1/4 6 2 1/4 6 4 1/2 1 1/2 4 1/2 3 1 1/2 3 13/4 11/4 P-3 47 15 water added water added 93/4 81/2 11/4 16 9 3/4 8 1/2 1 1/4 10 3/4 9 3/4 1 9 3/4 8 3/4 1 8 3/4 7 3/4 1 7 3/4 6 3/4 1 6 3/4 6 3/4 NOTE: Percolation test holes were hand dug In the bottom of backhoe pits and soaked by the client. The holes had been covered with rigld foam insulation to protect against freezing overnight. Percolation tests were conduc ed by a representative of Hepworth - Pawlak Geotechnical, Inc., on December 17, 1999. The average percolation rates were based on the last three readings of each test. Garfield County Road & Bridge Department P.O. Box. 2254 Glenwood Springs, CO 81602 Phone: 970-945-6111 Fax: 970-945-0934 Ki ng Noyes, oyes, Supervisor Pie e remit for the following permit(s): Name: Address: City: Phone: KELLY LYON BOX 110 SILT 876-5944 utility Cut Permits -Ws: Driveway Permits -#s: Over Size Permits -#-s: Over Weight Permits -#s: Please Paid ? PERNIT(s) #: 028-99 D From: From: From: From: ST: CO Today s. Date:: 12-09-1998 Date of Issue 12-09-99 Bond Holder: ZIP: 81652 - To: -- Total Utility 028-99 To: 028-99 Total Driveway To: -- Total Over - To: - Total Over Fax/Administration Charges: Axle Charge(s): 15.00 For Gari el 1 County: TOTAL DUE -> -> rmi t. Ws On Check J r No)_ Check #: . 00 15.00 Si 'e .00 Weight .00 . 00 . 00 • facsimile transmittal To: Arno E6 ers Basalt Construction, Inc. 1800 Medicine Bow Ct. P.O. Box 110 Silt, Colorado 81652 Phone — (970) 876-5944 Fax — (970) 876-5943 Fax: 3s4-- 5004 - Prom: David iffilbrand Date: 111 /00 OC; on geSiDtear—a Pages: a 0 inn 0 ForRaVow 0 Plisse Doenrnent 0 Meese Raply 0 PRIN. RNA% • • • • • • • • • Comment 1 d ZED ON NOILDHISNOD Wc192:Z @@0 6 lq 1000 Medicine Bow Court P.O. Box 110 Silt, CO81052 February 9, 2000 Garfield County Building and Planning Department Glenwood Springs, Colorado Mtn: Mr. Arno Ehlers Re: C. Kelly Lyon Residence Dear Arno, Office: 970-876-5044 Aspen: 870-920.9842 Fax: 970-878-5943 Following our conversation of this morning, I am writing to let the Garfield County Building Department know that Basalt Construction and its' President, Mr. C. Kelly Lyon, intends to meet or exceed all county requirements for the construction of Mr. Lyon's residence. Basalt Constriction accepts the liability for this project. We have heen in business for over 30 years and have a great deal of experience in building and construction techniques. Please feel free to contact Mr. Lyon or myself directly should you have any questions or concerns about this project. Sincerely, "tat, David Hillbrand Rank Construction, Inc. Z 'd Z9Z0 '°N NOIID0USNOO 11NStl9 Wd9£:Z 0002 '6 gad GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following check list prior to and during design. Applicants are required to indicate appropriately and to submit the completed check list at time of application for a permit. 1 January 1, 1999 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, sheating, 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# per ft. up to 7,000 F.O.S. and an 80 M.P.H. wind. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. 1. Is a site plan included that indicates the distances of the proposed building or addition to property lines, other buildings, setback easements and utility easements? Yes )( 2. Does the site plan include the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties), streams or water courses? Yes X 3. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes X 4. 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 �( 5. 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 )( 2 6. Do the plans indicate the size and location �f ventilation openings for the attic, roofjoist spacess and soffits? Yes X 7. 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 j( 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? Yes j( 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes )X 10. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes 11. 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 grade contours? Yes )( 12. 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 X 13. 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 14. 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 15. Does the plan include a window schedule or other verification that windows provide natural light and entilation for all habitable rooms? Yes ) No 3 16. 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 )( No 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes / No 18. 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 19. 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 20. Will this be the only residential structure on the parcel? Yes X 1 -r 3S No If no -Explain: 21. Have two (2) complete sets of construction drawings been submitted with the application? Yes 22. Do you understand that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes ')C No 23. Have you designed or had this plan designed while considering building and other construction code requirements? Yes x No 24. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes X No 25. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes X No 4 26. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "School Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes X No 27. 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 afternoon. Morning Inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 5:00 pan. 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 Q( No 28. 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 j( No 29. 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 30. 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 625-860. x728 - R9 D 1 *5w -d 12 - ©°t" -'4R Yes No I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. LQ 13.,sotk- signatureDA-0,9 .tlbrewa Phone: j7 -SS- 5944 (days); Project Name: 2/4/00 date (evenings) Really Lion Restd,wce_ Project Address: n '/t* cttrs ctYwA 5 Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Oficial 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. bprninreq 6 4 County Road (Note the Road Number and Name) See., S+c. P(0-14 1994 Building Code Setbacks: 25 feet front and rear and 10 feet on the sides Snowload: 401bs. /sq. ft. up to 7000 feet Seismic: Zone 1 Windshear. 80 mph Wind exposure: B Windload: 151bs. /sq. ft. Frost Depth: 36 inches -30 inches from finished grade to top of footing (Liveload is snowload-imposed by snow) 8 INSPECTION WILL NOT BE MADE UNLESS HIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued. 4.tl) Gb Zoned Area Permit No IV39) 39) 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. Use Sl C e`\���.y� ,.Piet./"Rsmo i, Address or Legal Descriptio D�' G�S a �+ t 1 if owner Lio N tavA4-Gt ntractor k -V c - ` Side Rear Setbacks Front Side This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing .1- aD t,.. Foundation 1,,G ,pd a Underground Plumbing Insulations'-a,a. -bo c Rough Plumbing S (Z- pa a Drywall 5--- z s -crb /e11m j' Chimney & Vent Electric Final (by Stat nspector) g-7..,00 a Gas Piping Final $'_0 , Electric Rough (By State I • ctor) Septic Final -s-i6 _en, ,LADY Framing / 1 (To include Roof in place and indows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. 32W-5€00* THIS PERMIT IS NOT TRANSFERABLE Phones 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVED DO NOT DESTROY THIS CARD bate i►� 13'�`��'� , _ ,,�, c IF PLA D OUTS DE - COVER WITH CLEAR PLASTIC I INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS HOURS NOTICE FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued. 01)Zoned (l69 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 Inspector and IMMEDIATELY BECOME NULL AND VOID. IM` Use Sj C Q�In`'�., \\\K (.ice' f l S-eX- Address or Legal Descriptio 04 . ► J�� .= ! 14a. S Owner LION ta Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 1- co.5. Foundation 3 -6 -ab a Underground Plumbing Insulation%' --aa. -to C Hough Plumbing C-(2.-00 (if Drywall J_ Zs -o /WAY Chimney & Vent Electric Final (by Stat nspector) 8= -7 -aa a Gas Piping Final g'_ct, a Electric Rough (By State 1 Iy . tor) Septic Final 3,16 _op%law Framing C (To include Roof in and Doors installed). C2 place and endows Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. -.32W-5eba THIS PERMIT IS NOT TRANSFERABLE Phonel 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVED DO NOT DESTROY THIS CARD Date 1 80 IF PLA ED OUTS DE - COVER WITH CLEAR PLASTIC ��S