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HomeMy WebLinkAboutApplication-Permit'Garfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. 9577 Job Address n C3 l(\LakciAatilr Nature of Work Building Permits t (3 1 a` �3utat ( V � Use of Building /ilO nn c p Lc/ aii- , � 1 Owner SL, (1 Meciaectrstmta Contractor 03tJlb©n�, Lt �-(( �nsi" Amount of Permit $ an Y8, 2/79- C5-07-oa-c Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 81° Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970.384-3470 (Inspection Line: 970-384-5003 Parcel/Schedule No: -fl'` - US 2. -02.- 00 C. Job Address: (DOS j r'X.. Me...\0 S; (+ a &'165- 1 Lot No: 2 Block No: Subd. / Exemption: SU-• 2 Owner: c -Address J..,� I"\c.w\uJ C.ShiNt- '1S`\ fr•c' A S4t:.k SAL Ph: 'i'1t$ • 816 -Silo Wk Ph: q.4-4_ 3 Contractor: Ca- Noy., C c .Sk.xLo.-• Address: 134 Mc.:.. cavk4• S.1.% Ph: ono 't11.3- 527-0 Lic. No. ss zoe 4 Architect/Engineer:—Zcg l3^+.So Address: \� C Y) S.cs.k ILSI. Ph: Rio (4,7S -a sc Lic. No. 2G3dY0 5 Sq. Ft. of Building: Sq. Ft. of Lot: ),�� PC.. Height:Sts No. of Floors: D. 6 Use of Building: 7 Describe Work: Oh CAt C ie... (,,1= �1= 8 Class of Work: ■ New o Addition o Alteration o Move o Remove 9 10 Garage: Nt•�r.Q Driveway Permit o Single Double Carport: o Single o Double ■ 0o -Site Sewage Disposal r Site Plan (Septic) 11 Valuation of Work: $ Adjusted Valuations: 21Z' 5n, 12 '7L 12 Special Conditions: NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 1S NOT COMMENCED WITHIN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE • ' s VISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING , IN OR T• RFORMANCE OFCONSTRUC AS Air tt es '*�- o Jr- - 1 • LDG DE APPRO AL DATE Plan Check Fee: /057 Z(0 Total F 3 z[�gl -r /10 _ 8 2833.8 OCC ntoup: Permit Fee: Dated Permit Issued: Const. Type: Zoning: Setbacks: Manu. Home: ISDS No. & Fee: iso . -1{.:% 'i i° PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS s E • 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 01? THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY BURSUANT TO AUTHORITY GIVEN IN 30.28201 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 PIANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECWICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND QWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garkn.003 I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAN»THE AGREEMENT ABOVE (NIT (o(465 AQfr th53/ 6 g'3s. aa_ 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. All bathrooms must be complete, 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 IBC and IRC 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; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # 9577. Signature BpcontOct2004 te/se/er Date GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY . Owner's Name- " t r -V • Present Address'-'" ''•-"-% - - - t- f Phone ' l Permit Assessor's Parcel No. This does not constitute a building or use permit. System Location Legal Description of Assessor's.Parcel No - - 2. .' 1 SYSTEM DESIGN / I f 1,(.r /! _ " LS. y " i tir 1. Septic Tank Capacity (gallon) Other • 7/-__2 / i J Percolation Rate (minutes/inch) Number of Bedrooms (or other) /"'7 i • 7 Cf'e' Required Absorption Area - See Attached . -NI' Special Setback Requirements:/; ;7 all, 'I I!- Date - Inspector t,4i'�'i, LLtil FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer - Septic Tank Capacity I Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface W Absorption Area Absorption Area Type and/or Manufacturer or Trade Name ' Adequate compliance with County and State regulations/requirements Other Date Inspector 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 off ice 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 ($500.0011ne — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT n FEE ESTIMATE � � FINISHED LIVING SPACE: PC R X 74.68 = UNFINISHED BASEMENT: X 41.00 = CRAWL SPACE: X 9.00 = GARAGE: X 18.00 = UNCOVERED PATIO/DECK: X 12.00 = COVERED PATIO/DECK: X 24.00 = MISC. MISC. TOTAL VALUATION: /</ toi PLAN REVIEW FEE X .3 PERM TOTAL: /./7 MANUFACTURED HOME SET UP FEE: SEPTIC - PERMIT: PERK: L0 z St��i. lo.a Esd.�i .l tOOOO mori"� W Vr•tic. Pert.,` 4. tt V 0.S-207.00 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 n 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. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this infomtatton before the plan review can proceed. Other plans that are to 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. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. 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 checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to he included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. 1 Plain 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 and onginal grade. A section showing in detail, from the bottom gfthe footing to tbe 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. Engineered foundations may be required. 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, a 90 M.P.H. wind speed, wind exposure B or C, 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 2003 IRC. 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 tbe site plan. (NOTE Section: 106.2) 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 surveyor's 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 -- 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 tl 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 f 2 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 splicing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes t� 6. Do the plats indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes 7 Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? 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 ✓ 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 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 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 1I EPA certification? Yes No Lee" - 3 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No 15. Does the plan include a window schedule or other verification that egress/mode windows from sleeping moms and/or basements comply with the requirements of the IRC? 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 ✓ No 17. Do the plans indicate the location of glazing subject to buman impact such as glass doors, glazing tmmedtately 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 18. Is the location of all natural and liquid petroleum gas furnaces, boilers end 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? Yes ✓ 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? The building permit application will not be accepted without it. Yes ✓ No 21. Will this be the only residential structure on the parcel? Yes ✓ No Ifno-Explain: 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes ✓ 23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes ✓ No 4 24 Have you designed or had this plan designed while considering building and other construction code requirements? Yes ✓ No 25. Do your plans comply with all zoning rules and regulations in the County refitted to your properties zone district? Yes f No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes ✓ No 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes ✓ 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 ✓ No 29. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes ✓ No 30 Are you aware that requesting inspections on work that is not ready or not accessible will result in a 547.00 re -inspection fee? Yes Le- No 31. Are you aware that you arc required to call for all inspections required under the IRC 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 being given for an Agent and that the party responsible for the project must comply with the IRC? Yes ,/ No 5 87/05/2005 10:37 9708765221 CARIBOU CONSTRUCTION PACE 08 33. Are you aware that prior to submittal of a building permit application you are required to show proof af adriveway 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. it Yes ✓ No 34. Do you understand that you will be required to hire a State of Colorado Licensed Electncian 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 ✓ 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 lotyou ate applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes ✓ No 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes ✓ No (please check with the building department about this requirement) b eby cknowledge that I have read, understand and answered these questions to the y ability. ma re f Owner Date one: `loci-ti1'2.( (days); pp (0 S -3`1\Z (evenings) dlJv) E5 +-A �CKSO sk.ieclL itA-gJow Project Name: Project Address: Notes. 1f 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. Dclays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. ]fit 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. BpminregOct2004 6 Gtech HEPWORTH-PAWLAK GEOTECHNICAL Hep.orrh• wlal. CjecK.clin cal, L 502.0 Gunn r ,.,I 19= „eoe u��', ioi n•p�, 1.nnn.,u., nick Q70-945_7,fig} To, 020Clim4 4 eiilL I llh^b ,��It LC, ALL IL l„J, SUBSOIL STUDY F012 FOUNDATION DESIGN PROPOSED RESIDENCE LOT 2, SUN MEADOW ESTATES COUNTY ROAD 216 GARFIELD COUNTY, COLORADO JOB NO. 105 363 JUNE 10, 2005 PREPARED FOR: CARIBOU CONSTRUC 'ION ATTN: FRED COOKE 734 MAIN S'T'REET SILT, COLORADO 81652 F'ntker ,C3-64)-7119 a Colorado Sprtogs 79.633-5562 e Silve' 1.-rne 970-468-1989 TABLF' OF CONTENTS PIIRPOSE AND SCOPE OF STUDY - I - PROPOSED CONSTRUCTION - I - SITE CONDITIONS - 2 - FIELD EXPLORATION.. - 2 - SUBSURFACE CONDITIONS ... .. - 3 - DESIGN RECOMMENDATIONS - 3 - FOUNDATIONS -3- FLOOR SLABS- UNDERDRALN SYSTEM - 5 - SURFACE DRAINAGE - 5 - PROFILE BORING - 6 - LIMITATIONS FIGURE 1 - LOCATION OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURE 3 - LEGEND AND NO PES FIGURE 4 - SWELL -CONSOLIDATION TEST RESULTS TABLE 1- SUMMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE OF STUDY Phis report presents the results of a subsoil study for a proposed residence to be located at Lot 2, Sun Meadows Estates, County Road 216. Garfield County, Colorado. The project site k shown on Figure I. The purpose ofthc study was to develop recommendations tot the foundation design. The study was conducted in accordance with our agreement for geotechnical engineering services to Caribou Construction dated May 3, 2005. Hepworth- Pawlak Geotechnical Inc., previously performed a preliminary geotccluucal study for Sun Meadow Estates (formerly Mamms View) and reported our Findings under Job No. 100 169. stated March 28, 2000. A field exploration program consisting of one exploratory boring in the building area and one profile boring in the septic disposal area was conducted to obtain information on the subsurface conditions. Sanmples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, cowptessibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. 'Ibis report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION The proposed residence will be one slot), wood Game construction above piecast concrete basement foundation walls. Ground floors will be slab -on -grade A gravel base will be placed below the precast walls. Grading for the structure is assumed to be 'cloth sly minor with cut depths between about 3 to 8 feet. We assume relatively light foundation Loadings, typical of the proposed type of consltuetion. Job /N. o. 105 363 Gettech If building loadings. location 01 grading plans change significantly from those described above. we should be notified to re-evaluate the recommendations contained in this report. SITE CONDITIONS Lot 2 is located on the cast side of North Meadow Drive and was vacant at the time of out field visit The lot is 2.001 acres and bordered to the east by a drainage and easement. 'Clic building area is located on the west side and uphill of the drainage. Vegetation consists of grass and weeds. The ground surface is relatively flat with a slight slope down to the east. FIELD EXPLORATION The field exploration for the project was conducted on May 24, 2005. One exploratory boring was drilled in the building area and a profile boring was drilled in the septic disposal area at the locations shown on Figure 1 to evaluate the subsurface conch lions. The borings were advanced with 4 inch diameter continuous flight augers powered by a truck -mounted CME -45B drill rig. The borings were logged by a representative of 1-lepwott-PawJak Geotechnical, Tnc. Samples of the subsoils were taken with 1341 itch and 2 inch 1.D. spoon samplers. I he samplers were driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1 586. The penetration resistance values are an irdicatinn of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Fienie 2. The samples were returned to our laboratory for review by the pro'lect engineer and testing. huh No 105 363 Gtech SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils at Boring I, below about one font of topsoil, consist of 7 feet of sandy clay and silt overlying silty sand down to 1 h feet. Sand} gravel was observed in the boring from l X to i I feet. Laboratory testing performed on samples obtained from the boring included natural moisture content, dry density and percent finer than 1t200 sieve. Results of swell - consolidation testing performed an relatively undisturbed drive samples, presented on Figure 4, indicate low to moderate compressibility ruder conditions of light loading and existing moisture conditions with a minor swell potential when wetted. The laboratory testing is sununarized in Table 1 No free water was encountered in the boring at the time of drilling and the subsoils were slightly moist to moist. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratory boring and the nature of the proposed construction, the building can he founded on a gravel base placed on the natural soils below the topsoil. The design and construction criteria presented below should be observed for a Ioundatiuu system. 1) The precast walls should be designed for an allowable son I hearing pressure of 2.000 psf Based on experience. we expect settlement et walls lab No 105 363 -4 - designed and constructed as discussed in this section wi11 he about 1 mch or less. 2) The gravel base should be I foot thick and extend out from the wall 1 toot 3) Exterior walls should he provided with adequate soil cover above their hearing elevation for frost protection Placement of cumulations at least 36 inches below 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 also be designed to resist a lateral earth pressure corresponding to an equivalent fluid unit weight of at least 50 pcf for the on-site clay soils as hackfill. 5) All topsoil and any loose or disturbed soils should be removed and the bearing level extended down to the relatively undisturbed soils prior to placing the gravel base. The exposed soils in footing arca should then be moistened and compacted. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete wall placement to evaluate bearing conditions. FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab - on -grade const action. 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 laver of free -draining gravel should he placed beneath basement level slabs to facilitate drainage This material should consist of minds 2 inch aggregate with at least 50% retained on the No. 4 sie.ve and less than 2`Yo passing the No. 200 sieve lot No 105 363 Gtech _S - Ail fill materials for support of floor slabs should be compacted to al least 95% of maximum standard Proctor density at a moisture content near optimum. Requited fill can consist of the on-site granular soils dee oid of vegetation and topsoil. [P_NDL-RDRALN SYSTEM Although free water was not encountered dunng our exploration, it has been our experience in mountainous areas that local perched groundwater can develop during tunes 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 undetdraiu system. The drains should consist of drainpipe placed in the bottom of the wall backtill suroundcd above the invert level with fret -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, dry well or sump and pump. 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 itches. The drain gravel backfill should he at least I feet deep. SURFACE DRAINAGE The followirig drainage precautions should he observed during constnrction and maintained at all times after the residence has been conipleted 1) Inundation of the foundation excavations and underslah 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 Job No :05 363 G tectr -6 - pavement and slab areas and. to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground sutfacc surrounding the exterior of the building should he sloped to drain away ftotn 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 paved areas. Free -draining wall backfill should be capped with about 3 feet of the on- site soils to reduce surface water infiltration. 4) Roof downspouts and drains should discharge well beyond the limits of all baelfill. 5) Landscaping which rcquin., regular heavy litigation should he located at least 10 feet from foundation walls Consideration should he given to use of xeriscape to reduce the potential for wetting of soils below the building caused by imgation. PROFILE BORING A profile boring was drilled in the proposed septic disposal area at the location shown on Figure 1 The subsoils encountered, below about one foot of topsoil, consisted of sandy clay and silt to the bottom hole depth of 10 feet. The log of the profile boring is shown on Figure 2. No free water was observed at the time of drilling and the subsoils were slightly moist to moist. 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 express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory boring drilled at the location indicated on Figure 1; the proposed type of construction and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold at lab No 105 361 Catech -7 - other biological contaminants (MOBC) developing in the future. if the client is concerned about MOBC. then a professional in this special field of practice should be consulted. Our findings include extrapolation of the suhstnface conditions identified at the exploratory boring and variations in the subsurface conditions tnay not become evident until excavation is performed. If conditions encountered during construction appear diffcren( from those described in this report, we should he non Beef so that re- evaluation of the recommendations may be made. This report has been prepared for (he exclusive use by our client for design pur poses. We arc not responsible for technical interpretations by others of our information. As he pro}cci evolves, we should provide continued consultation and field services durng construction to review and monitor the implenientation of our recortutendations. and to verify that the reconunendations 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. Respeetfiilly Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Louis E. Eller Reviewed by: r- 1`k1ct a Daniel L. Ilardin, Y.E. I 1,1 LEE'ksw pi" '•a® e° tsc&, ONAC Ent -*Hamm Job No. 105 363 0 0 oCt- z PROPOSED RESIDENCE FIJ BORING 1 • BENCH MARK: GROUND AT PROPERTY CORNER; ELEV. = 100.01, ASSUMED. LOT 2 APPROXIMATE SCALE 1"=6G' J PROFILE / BORING ,, • ^ / w / w 0 / Lc / o / _ I Gt- / o PROPOSED SEPTIC FIELD LOT 1 105 363 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY BORINGS Figure 1 Depth — Feet 0 5 10 15 20 25 30 35 BORING 1 ELEV. 99' 24/12 WC=4.8 00=101 34/12 43/12 wC=9.0 DD=120 —200-52 11 /12 11/12 7/12 22/12 PROFILE BORING ELEV.= 98' 24/12 WC=s.2 OD=115 —200=65 26/12 Note: Explanation of symbols is shown on Figure 3. 0 5 10 15 20 25 30 35 Depth — Feet 105 363 HEPWORTH—PAWLAK GEOTECHN{CAL, INC. LOGS OF EXPLORATORY BORINGS Figure 2 LEGEND: ® TOPSOIL; sandy sit and day, organic, firm, alightly moist. brown. CLAY AND SILT (CL—ML); sandy, very stiff, slightly moist, brown. SAND (SM); silty, slightly gravelly, medium dense to dense, slightly moist to moist, brown. 24/12 NOTES: SAND AND GRAVEL (SM—GM); scattered cobbles, silty, medium dense, moist, light brown. Relatively undisturbed drive sample; 2—inch I.D. California liner sample. Drive sample; standard penetration test (SPT), 1 3/8 inch I.D. spilt spoon sample, ASTM D-1586. Drive sample blow count; indcates that 24 blows of a 140 pound hammer falling 30 inches were required to drive the Cdifomia or SPT sampler t2 Inches. 1. Exploratory borings were trilled on May 24, 2005 with 4—inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by taping from features shown on the site plan provided. 3. Elevations of exploratory borings were measured by Instrument level and refer to the Bench Mark shown on Figure I. 4 The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered In the borings at the time of drilling. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % ) DD = Dry Density ( pcf ) —200 = Percent passing No. 200 sieve 105 363 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LEGEND AND NOTES Figure 3 Compression — Expansion % N 0 - Moisture Content = 4.8 percent Ory Density = 101 pcf Sample of: Sandy Cloy From: Boring 1 at 2 Feet Expansion upan venlig 0.1 .0 0 100 APPLIED PRESSURE — ksf 105 363 HEPWORTH GEOTECHNICAL, INC. SWELL—CONSOUDATION TEST RESULTS Figure 4 Job No. 105 363 - rr n cc 0 a Y d 592 a5 a 1_ O cc ce E 2 to N h Sandy Clay and Silt PLAN��//REVIEW CHECKLIST Applicanaiti {��//��81401. 4 5 12 Date S 07:— / os .Sv$.7�lSo ft Stn' y Engineered Foundation �% ,[� bririveway Permit Site Plan Septic Permit and Setbacks ✓de/Topography 30% /Gra Attach Residential Plan R wLict J Minimum Application Questionnaire Subdivision Plat Notes ,4 4 Fire Department Review .---Icrafuation Determination/Fees Zed Line Plans/Stamps/Sticker ach Conditions application Signed Plan Reviewer To Sign Application t.„Parcel/Schedule No. 40# Snowload Letter- Mani Hms. GENERAL NOTES: Planning/Zoning Property Line tbacks 30ft Stre. ,u setbacks F Height g Sign -off ad Impact Fees OA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes c m -04 CD 0 7 0.D m C 7 _ m ID so m. O m V r0 wit 7' 1O i 01 CO m ▪ f 0 c is N cc..,„\c N 7 J rN m ▪ 0 O' ° 0m 5 3 o s • a to a 3 1D A c c N O < < m m ▪ • m N izs,oto n g m en b n 7 c 3 7 c O O' op m o 5 m a A 0 oo m .. P 0. ZIZ9-S46 (0L6) auogd Jo aadsui Bum!Ina 0 0 331103 uagM 0 D) 0 m 0 1< O_ m m c a m S cr 3 is a 3 m a P m a n OO d O W 0 O • w • a D o • 7 rt. 3 � w m .. A c A o 'el o o. cJ m — 3 )W co w rn 3 3 a - 0. O 03 C 77 ag � ID 0 n O W a c0— G • 0 cc CA 0 O C▪ 0 c 0 0 O 03 3 3 v+a • M co 3' co H 0 0. J O 00 Co N 0) c 0 N S O O 0 cm �D 0 V O 2 N 7 N 0 IV 0 f0 3 N 0 0 0 v a 0 o co a N r. N c CD N S O 0 co m ✓ 0 tro al 3 N 0 N Q N 0 N 0 O 0 DD 0. 0 No 9577 BUILD Job Address C PC t Owner. R (1 Nt- Contractor Ci_ l C Setb cks: Front Soils Test �v J Footing ,S-12-0 )0TA-,,- Foundation Assessor's Parcel N0(1 JGZI G PE IT CARD IDc Address73(1 6--C hone # c9)-l�G- Address Phone # 9- Date l c* -c.6" Grout Underground Plumbjn Rough Plu�bing �-1 (9 1 Framing 2i -0(, Insulation I-4 —1-1-040 Roofing Drywall .5 Z'0(0�,_A Gas Piping 9-ti5- �p rCJr'v (o/a1(os 06,. $Iob.JO ztiat RH ECTIONS NOTES MQ'f1: NN' -f- (,o.wcfil "vatic ottt EXTERIOR Address No. Drainage Decks -support & clearance to wood Decks -stairs & rails Exterior locks Flashing around doors & windows Insect screens INTERIOR GARAGE Fire wall separation Service doors -13' min Door 120 min.) wlauto closer -113" min Mech. equip. 18" above floor No opening into sleeping area BASEMENT -CRAWL AREA Access Insulation Headroom/Stairs Ventilation LH Zoning 3�9-gas( Weatherproofing Mechanical Electrical Rough (State) 144• &deo Electri al Final (State) -/j-104 OIC Final eckli oommnIete ? Certificate Occu cy # Date /' /9—n6 Septic System #t 1`5c97 Date _ ,3& -DSI, Final 1- 176 Other FINAL CHECKLIST (continue on back) o -,v. MECHANICAL ROOM STAIRWAYS Boiler Headroom 16'6") Hot water nI, Railing & guardrails F.A gas/oil lJ r • Width Floor dram Rise & run Clearance KITCHEN Air con system Clearance above grill Hot water heater Exhaust fan Combustion air Broiler exhaust 11 nr. chase) Gas piping, valves BEDROOMS LPG Dram Egress F1REPLACE/STOVE Smoke detector Clearance to combustibles BATHROOMS Termination of chimney Exhaust Ian Combustion air Shatterproof glass Hearth (12" or 20" on sides) OTHER Glass doors f bt- P Certified by /jf 1/ REMARKS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued.. » Area Permit No L .. 77 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 "'• • . - 4 Address or Legal Description C ra Owner" y i 411510:11 t t 4°4. Ceiti pc s Contractor Setbacks Front Side Side > t& Cr µ : e- This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing S-- pr.- 051041 Driveway Foundation gi -a.[C ,-- /%it- Underground Plumbing , .4- Insulation U -3t/ -(t) LA Rough Plumbing Ng-% Drywall `<j _L -p ,i-_ Chimney & Vent -/S'-� 6 EIec=r f . •r.. Par Gas Piping 7 4 g-0 (c, Final 1 -i9 -D& �!f_. c,c :: - til-/yn E Septic Final q-__//...0(0 _ Framing y -FJ-v &- (To include Roof in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.