Loading...
HomeMy WebLinkAboutApplication - PermitGarfield County I NO. 10293 Building & Sanitation Department 108 81h Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 cfo.t-~· ~ ~ Date h 9: ~OD 7 Clerk c,~ GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'" Street, Suite 401, Glenwood Springs, CO 81601 Phone: 970~945~8212 I Fax: 970~384-3470 /Inspection Line; 970~384-5003 Permit No: [o-a.Dr3 No 2}K;-:273-ibDoL Job AddresQif Gj~ "TillS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AtJTHORIZED IS NOT COMMENCED WITHLN 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 I 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 AGREEMENT 18'1bo I Site Plan \ Setbacks: 0 Single 0 Double PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT TI1E STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITfED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, TI1:E SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANI'TO AtiTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES TIIAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITI-I ill TIIE LCOATION, ERECfiON, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, TilE 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 TilE BUILDING OFFICIAL FROM THEREAFTER REQUIRlNG THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLA.TION OF THS CODE OR ANY OTHER ORDINANCE OR fffiGULATION OF TillS JURISDICTION. TI-I'E REVJEW OF SUBMITIED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUN1Y FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSI BIUTY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITI1: THE ARTICTEC'IZ, DESIG UILDER, AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST m ~~m:.:;;ACKNr~~ES~oC:READANc;;rj7~E~~MENTABOv1l~QI) 7 {/; J (lfb."79 ptCV\ /Q-e._ C~7 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 occupan~, use and the issuance of a Certificate of Occupancy for the dwelling under building permit# 1~0JP() ~z /Z/?5/!Jb $ignattite Bpapplicationfeb20Q6 VALUATION/FEE DETERMINATION Applicant {fi.~~A-~e;j; Address '4 e. Ci, fJ-eJ,s:. Date /~2•07 ~ Subdivision hx.t te M 1/.., f(>4vo..cl, Lot/Block 2... Contractor ( rn rl-f;e C6"-->"f--_ Finished ivable Area : 'f Main ;L.'?J~1 3 5re~ x7tf~-=d-r.oro,c.f5J2./f Upper (p ~I Lower Other Basement: Total Square Feet Valuation U n:finished Conversion ofUnfm.ished to Finished Plan Check Fee for Conversion Valuation Gara!!e: '312. X t ~o • Jf; 'f!;(oCf'(p oO Valuation 1 Crawl Space: ;;;._ "ifn X Cf<t.&. -:t/).5/l'i: 3 ~ Valuation Decksffatios: · J 1 0 o Covered :J.£>5 X Z<[Q!Z -u1/20- Valuation Open Valuation Total Valuation~/"')( ).51 ?!/ I 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. 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 information before the plan review can proceed. 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. lease review thlsaocumentroaetermine If-ynu-Jmve-enuugh 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 be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. I 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 and original grade. 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. 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. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure( s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (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 ;nvelope. Yes c.-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 comer lot. Special setbacks dcyapply. Y es _ __,V:__ __ 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 pro]JS:J'ti'es), streams or water courses? Yes V 4. Does the site plan indicate the location and direction of the County or private road accessing 2 the propertL Yes , 5. Are you aware that prior to submittal 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 Department :tt §25-860 1. Yes __ -'-~-- 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing yteel in accordance with the lRC or per stamped engineered design? Yes _ __,~'---- 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces an~ clearances required between wood and earth? Yes _____ _ 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes ~ 9. 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 w.i ip.cl loads? Yes. __ -'V,__ __ _ 10. Does the plan include a building section drawing indicating foundation, wall, floor, and roof constmction y Yes "I 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or tmsses? Yes / 12. Does the building section drawing or other detail include the method of positive connection of all columnynd beams? Yes. __ -J~----- 13. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a fla;J>of? (Building height measurement usually not to exceed 25 feet) Yes. _____ _ 3 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. Does the plan include any stove or zero clearance fireplace planned for installation including make and mode land Colorado Phase II certifications or phase II EPA certification? Yes No ____________ __ Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No ___ r<------ 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 IRC? Yes ~-No __ ·--,---- Does the plan include a window schedule or other verification that windows provide natural light and venti].ation for all habitable rooms? Yes / No. ________ _ 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 _ _,/~---- Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated onth<;)Jlan? Yes ~ No _______ __ 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 Do you understand that if you belong to a Homeowners Association (HOA), 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 be accepted without it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantial!J16dification of the plans. Yes ~---No __ ~--------- Will this be ~hly residential structure on the parcel? Yes No Ifno-Explain: ___________ __ Have two (2) complete sets of construction drawings been submitted with the application? 4 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? / Yes V No ____ _ 25. Have you designed or had this plan designed while considering building and other construction code requirements? /. Yes No ___ v __ _ 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone ftstfict? Yes y"_ No ______ _ 27. 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 ____ _ 28. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes No _____ _ 29. 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. V Yes No. _____ _ 30. Are you aware that you must call in for an·mspecuon by"3:301:lre4nrsiness day-lJe,nforn, ... e----- the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes 7 / No _____ _ 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.\)0 re-inspection fee? Yes L No. _____ _ 32. Are you aware that you are 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 ______ _ 5 33. 34. 35. 36. 37. 38. 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 V No. _____ _ 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 u7· me .of applicable inspection. Yes •---No ________ _ Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schetu Number for the lot you are applying for this permit on prior to submittal of a building per · t application? Your attention in this is appreciated. Yes No _______ _ Do you know that the local fire diLt may require you to submit plans for their review of fire safety issues? Yes No . (please check with the building department about this requirement) Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? / Yes __ :._V __ Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider pnor totfi"'"e ____ _ issuance of:S:ertificate of Occupancy? Yes fi"_ I hereby acknowledge that I have read, understand and answered these questions to the be~bility. ~ q \J ~\CY~c Signature of Owner Date Phone: &ff. 3~~) L4- (days); Cf2<j. ?f?"fc, t, (evenings) Z 4 vvvJG. ~Ci#t~ f1 c2adeh f<es&. Project Name: Project Address:___..,!J'-q-+--'q..__.._.g_-1~'P""-A"""-'C"'-["'-t-IT'C{\---4(?,..,_0 .._c ...... &=L,.· ~---- 6 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 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 November2006 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, IMC, IPC, Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof): 40PSF up to 7000ft. elevation. Seismic design category: B SOPSF 7001 to 8000ft. 7 5PSF 8001 to 9000ft. lOOP SF 9001 to 1 OOOOft. Weathering probability for concrete: Severe Termite infestation probability: None to slight Wind speed: 90mph Decay probability: None. to slight Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft. elevation. ------~A"'i:Tr Freezlng1lltte-x:25ilMegf=d-ays-ro7000ft;-over7B00ft:-to-be-determined-by--------- Building Official. Ice shield under-layment required. Mean Annual temp.: Variable Insulation: Maximum glazing U factor: 0.50 Minimum R-Values: • Ceilings/roofs R values are: R-30 stick built structures. R-38log construction and steel rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. • Floors R-values are R-19. • Basement wall R-values are R-10 be!'ow grade, R -19 above grade. • Slab perimeter R-value and depth is R- 10/36in. • Crawl space wall R-values are R-10 below grade and R-19 above grade If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R -19 insulatibn. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. PLAN REVIEW CHECKLIST Applicant,/;?a ZqJ-e-4 Building v-Engineered Foundation Z!\ Driveway Permit ..--surveyed Site Plan __ Sep!ie Perll'iit and Setbacks GradeiT-apcigrapby 30% ~ttacb Residential Plan Review List v--Minimum Application· Questionnaire ~Subdivision Plat Notes ~e Department Review l---\laluation Determination/Fees Line Plans/Stamps/Sticker ~tach Conditions ~plication Signed v--Plan Reviewer To Sign Application ~arcel/Schedule No. __ 4Q# 5!'le<>V!oad Letter-lv!anf.Hms. ~Soils Report GENERAL NOTES: Planning/Zoning __ Property Line etbacks 30ft Strea Setbacks --1-Grade!Topography 40% c:>cS'd>tech HEPWORTH-PAWLAK GEOTECHNICAL SUBSOIL STUDY Hepworth~ Pawlak Georechnical, Inc. SOW Coumy Road !54 Glenwood Sprlngs, Colorado 81601 Phone' 970-945-7988 Fax' 970-945-8454 email: hpgeo@hpgeotech.com FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOT 2, FOUR MILE RANCH RED CLIFF CIRCLE GARFIELD COUNTY, COLORADO JOB NO. 105 771 NOVEMBER 2, 2005 PREPARED FOR: IMAGE CONSTRUCTION ATTN: ABDIPIRZADEH 1901 COLOROW ROAD GLENWOOD SPRINGS, COLORADO 81601 Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ............................................................................ -1 - PROPOSED CONSTRUCTION ..................................................................................... -1 - SITE CONDITIONS .................................................................................................... , .. -2- SUBSIDENCE POTENTIAL ......................................................................................... -2- FIELD EXPLORATION ................................................................................................. -2- SUBSURFACE CONDITIONS ...................................................................................... -3- FOUNDATION BEARING CONDITIONS ................................................................... -4- DESIGN RECOMMENDATIONS ................................................................................. -4- FOUNDATIONS ......................................................................................................... -4- FLOOR SLABS .......................................................................................................... -5- SURFACE DRAINAGE ............................................................................................. -6- LIMITATIONS ............................................................................................................... -6- FIGURE 1 -LOCATION OF EXPLORATORY BORINGS FIGURE 2 -LOGS OF EXPLORATORY BORINGS FIGURE 3 -LEGEND AND NOTES FIGURES 4 and 5-SWELL-CONSOLIDATION TEST RESULTS TABLE 1-SUMMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residence to be located on Lot 2, Four Mile Ranch, Red Cliff Circle, Garfield County, Colorado. The project site is shown on Figure I. The purpose of the study was to develop reconunendations for the foundation design. The study was conducted in accordance with our agreement for geotechnical engineering services to Image Construction dated August 30, 2005. A field exploration program consisting of exploratory borings was conducted to obtain information on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop reconunendations for foundation types, depths and allowable pressures for fue proposed building foundation. This report sununarizes fue data obtained during this study and presents our conclusions, design reconunendations and other geotechnical engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION The proposed residence will be a two story wood frame structure with an attached garage. Ground floor will be either structural over a crawlspace or slab-on-grade. Grading for the structure is assumed to be relatively minor wifu cut depfus between about 3 to 4 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. If building loadings, location or grading plans change significantly from those described above, we should be notified to re-evaluate fue recommendations contained in this report. Job No. 105 771 -2 - SITE CONDITIONS The site was vacant at the time of our field exploration. Red Cliff Circle borders the lot on the east and County Road 117 ( 4 Mile Road) borders the lot on the west. The ground surface on the lot is relatively flat with a gentle to moderate slope down to the west. An existing pond is located in the western portion of the lot. Vegetation consists of grass and weeds. Some "pit run" fill had been placed near Red Cliff Circle for the proposed shared driveway with Lot 3. SUBSIDENCE POTENTIAL Bedrock of the Peunsylvanian age Eagle Valley Evaporite underlies the Four Mile Ranch development. These rocks are a sequence of gypsiferous shale, fine- grained sandstone/siltstone and limestone with some massive beds of gypsum. There is a possibility that massive gypsum deposits associated with the Eagle Valley Evaporite underlie portions of the lot. Dissolution of the gypsum under certain conditions can cause sinkholes to develop and can produce areas of localized subsidence. Sinkholes were not observed in the immediate area of the subject lot. No evidence of cavities was encountered in the subsurface materials; however, the exploratory borings were relatively shallow, for foundation design only. Based on our present knowledge of the subsurface conditions at the site, it cannot be said for certain that sinkholes will not develop. The risk of future ground subsidence on Lot 2 throughout the service life of the proposed residence, in our opinion, is low; however, the owner should be made aware of the potential for sinkhole development. If further investigation of possible cavities in the bedrock below the site is desired, we should be contacted. FIELD EXPLORATION The field exploration for the project was conducted on September 19,2005. Two exploratory borings were drilled at the locations shown on Figure I to evaluate the subsurface conditions. The borings were advanced with 4-inch diameter continuous flight Job No. I 05 771 ~tech -3 - augers powered by a truck-mounted CME-45B drill rig. The borings were logged by a representative ofHepworth-Pawlalc Geotechnical, Inc. Samples of the subsoils were talcen with a 2 inch I.D. spoon sampler. The sampler was 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-1586. The penetration resistance values are an indication 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, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils generally consist of about Yz foot of topsoil overlying stiff to very stiff, sandy silty clay. TI1e clay soils become soft and very moist to wet at or near the groundwater level. Relatively dense silty sandy gravel with cobbles and possible small boulders was encountered in the borings at depths of 29 and 35 feet down to the maximum explored depth of36Yz feet in Boring 1. Laboratory testing performed on samples obtained from the borings included natural moisture content, density and percent finer than No. 200 sieve (silt and clay fraction) gradation analysis. Results of swell-consolidation testing performed on relatively undisturbed drive samples of the clay soils, presented on Figures 4 and 5, generally indicate low compressibility under existing moisture conditions and light loading and moderate to high compressibility with increased loading after wetting. The shallow samples from Borings 1 and 2 showed a low ·to minor expansion potential after wetting. The sample from Boring 2 at 10 feet showed a minor collapse potential (settlement under a constant load) after wetting. Job No. 105 771 -4- Groundwater was measured in the borings between depths of 15Y:z and 18)1., feet when checked 8 days following drilling. The subsoils were typically moist to wet at or below groundwater level. FOUNDATION BEARING CONDITIONS Some of the clay subsoils encountered in Four Mile Ranch possess an expansion potential when wetted. Surface runoff, landscape irrigation, and utility leakage are possible sources of water which could cause wetting. The settlement/heave potential of the subgrade should be further evaluated at the time of construction. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratory borings and the nature of the proposed construction, we recommend the building be founded with spread footings bearing on the natural subsoils. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural subsoils should be designed for .an allowable bearing pressure of 1,500 psf. Based on experience, we expect settlement/heave of footings designed and constructed as discussed in this section will be about 1 inch or less. There could be some additional movement if the subgrade becomes wetted. 2) The footings should have a minimum width of 16 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. lob No. !05 771 -5- Placement of foundations at least 36 inches below exterior grade is typically used in this area. 4) 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 55 pcf. 5) The topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to the firm natural soils. The exposed soils in footing areas should then be moistened and compacted. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded Slab- on-grade construction. The clay soils have variable settlement/heave potential which should be further evaluated at the time of construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and colunms 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 sand and gravel should be placed beneath interior slabs-on-grade to limit capillary moisture rise. Tins material should consist of minus 2 inch aggregate with at least 50% retained on 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 or imported granular materials (such as road base) devoid of vegetation, topsoil and oversized rock. Job No. 105 771 ~tech -6- SURF ACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations 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. 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 1 0 feet in paved areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Irrigation sprinkler heads and landscaping which requires regular heavy irrigation, such as sod, should be located at least 5 feet from foundation walls. 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 borings drilled at the locations 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 or other biological contaminants (MOBC) developing in the future. Ifthe client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface Job No. 105 771 -7- conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different fi·om those described in this report, we should be notified so that 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 structmal fill by a representative of the geotechnical engmeer. Respectfully Submitted, HEPWORTH-PAWLAK GEOTECHNICAL, INC. Reviewed by: TLK/djb Job No. 105 771 105 771 BENCH MARK: GROUND AT PROPERTY CORNER; ELEV. = 100.0', ASSUMED. LOT 1 H-PGEOTECH JOB NO. 105 770 ----\ \ \ \ ) \ I • \ I BORING 1 \ I \ I I I I I I I I I I LBO~ING2 I I -----_J I LOT2 COUNTY ROAD 117 (4 MILE ROAD) APPROXIMATE SCALE 1" = 100' LOT3 H-P GEOTECH JOB NO. 105 772 ~tech LOCATION OF EXPLORATORY BORINGS HEPWORTH-PAWLAK GEOTECHNICAL Figure 1 95 90 85 so a5 QJ LL 75 c 0 ·m 6) [jJ 70 65 60 55 105 771 BORING i ELEV.= 95.2' 9/12 25/12 WC=10.8 DD=108 22/12 WC=10.8 DD=101 -200=92 12/12 8 12/12 0 BORING2 ELEV. = 94.5' 16/12 WC=12.6 DD=88 17/12 14/12 WC=13.6 DD=86 8 3/12 -- 4/12 0 - Note: Explanation of symbols is shown on Figure 3. ~tech LOGS OF EXPLORATORY BORINGS 85 80 1iJ "' LL 75 c 0 -~ "' [jJ 70 Figure 2 LEGEND: TOPSOIL; sandy silty clay, firm, slightly moist, brown, organic. CLAY (CL); sandy, silty, stiff to very stiff and moist to soft and wet with depth, brown to light brown, porous and calcareous at shallow depth. 9/12 NOTES: GRAVEL (GM); sandy, silty, with cobbles, dense, wet, brown. Relatively undisturbed drive sample; 2-inch I. D. California liner sample. Drive sample blow count; indicates that 9 blows of a 140 pound hammer falling 30 inches were required to drive the California sampler 12 inches. Free water level in boring and number of days following drilling measurement was taken. Depth at which boring had caved when measured on September 27, 2005. 1. Exploratory borings were drilled on September 19, 2005 with 4-inch diameter continuous flight power auger. 2. Locations of exploratory borings were measured approximately by pacing 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 1. 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. Water level readings shown on the logs were made at the time and under the conditions indicated. Fluctuations in ---t--Water-level-may_occuLwitbJimR 7. Laboratory Testing Results: WC =Water Content(%) DD = Dry Density (pen -200 = Percent passing No. 200 sieve 105 771 ~tech HEPWORTH-PAWLAK GEOTECHNICAL LEGEND AND NOTES Figure 3 Moisture Content = 10.8 perc ent Dry Density = 108 pel Sample of: Sandy Clay From: Boring 1 at 5 Feet 2 * c 0 1 '(jj ""~ c "' 0. ~ >< w 0 ' c ~-" 1'-,b 0 '(jj if) <'! 1 0. E Expansion 0 upon () 2 wetting 0.1 1.0 APPLIED PRESSURE -ksf 10 100 1 * Expansion Moisture Content = 12.6 percent c upon f." ~ Dry Density = 88 pel 0 0 wetting '(jj ~ Sample of: Sandy Clay c "' From: Boring 2 at 3 Feet 0. >< \ w 1 ' c \ 0 if) --1---1--I- QJ 2 ~ 0. \ E 0 () 3 4 I I 5 6 7 0.1 1.0 APPLIED PRESSURE-ksf 10 100 105 771 ~tech SWELL-CONSOLIDATION TEST RESULTS Figure 4 HEPWORTH-PAWLAK GEOTECHNICAL Moisture Content = 13.6 perc ent Dry Density = 86 pel Sample of: Sandy Clay From: Boring 2 at 10 Feet 0 1 _j..:: Compression !-upon if!. 2 1\ wetting c \ .Q (/) (/) 3 "' 0. E 0 () 4 5 \ 6 7 \ \ 8 ~ ---1- 9 \ 10 \ 11 0.1 1.0 10 100 APPLIED PRESSURE-ksf 105 771 ~tech SWELL-CONSOLIDATION TEST RESULTS Figure 5 HEPWORTH-PAWLAK GEOTECHNICAL HEPJRTH-<'AWLAK GEOTECHNICAL, INC. I TABLE1 SUMMARY OF LABORATORY TEST RESULTS Job No. 1 05 771 SAMPLE LOCATION NATURAL NATURAL GRADAT ON PERCENT ATTERBERG LIMITS UNCONFINED BORING MOISTURE DRY GRAVEL SAND PASSING LIQUID PLASTIC COMPRESSIVE SOIL NO. DEPTH CONTENT DENSITY NO. 200 LIMIT INDEX STRENGTH TYPE (%) (%) SIEVE (ftl (%) (pet) (%) (%) (PSF) 1 5 10.8 108 I Sandy clay 10 10.8 101 I 92 Slightly sandy clay 2 3 12.6 88 Sandy clay 10 13.6 86 I Sandy clay I I I I STATE ELECTRICAL BOARD INSPECTION REPORT / CORRECTION NOTICE Date Rec. --L.::(o+/1--1-f-"(o"'--1+---PERMIT# h( gt41 Contractor/Home Owner: ~ ~/. Address: 4 q e ffi2 C-uFf-f_;j ' TYPE OF INSPECTION: Partial __ Rough in __ Underground Final~ ACTION: Accepted ~ Rejected Remarks __ ---REINSPECTION FEE Comments or Corrections: ------------ Inspector's Name Phone# _________ _ I Date /X YP? FORMS:EBINSP_NOTICE.DOC COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at o<(q J? 41~ PermitNo. __ ~/~v~~~-3~--------------------------- I have this day inspected this structure and these premises and found the following corrections needed: You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date /o· 9· <P 7 20 :z;r---;;;;;:::_ __ Building lnspecto~ ~::J:;7;7 ~ Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at OCf9'f? ~ ~£d PermitNO.~/u~~·~9c~5~------------------------- I have this day inspected this structure and these premises and found the following corrections needed: l)cd{~,~ 6-?-o7..0.~ ~kh~~ (~~~) ~) :j/f2/,cJCJ~-~~ ~~ ~~Zr~-~' You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 6-0, -C? 7 20 --:?,.,-----= Building Inspector ~~~~ - Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Joblocatedat 0</'!8 Red~~ Permit No. /o;2.93 I have this day inspected this structure and these premises and found the following corrections needed: ·) c;2x:;z. ~~AI<~ ~ ~ ~ ~ 8'1~.._.{__ '-') ~ ~~ f1A£.6L ~ ~ ~ ~~~ /tfll_d_ ~al~~ al&~ ~ 3) ~~J)-~~~ m..~0~~ You are hereby notified that the above correction must be inspected before covering. When corrections have been made, call for inspection at 970·384-5003. Date t -1 20 ....=6:::___:1c__ Building Inspector----'~=~"+· -~'--"-=="'-------­ Phone (970) 945-8212 Assessor's Parcel N~12,5-;)13-l6~co ;r.. Date -'+~/--''11-/-~-'7.:_.- BUILDING PERMIT CARD . JobAddrf71is()t:..f~0~xW~ 0' ~ G-s-.f(f&:JI c?$tJ-1mto~-<k~-<A_ Owner ~ ~ :Address /'f566 c:!A~A"'J tJ61-S'i' Phone #qJ.,'Y· ~0(, Contractor_ ~ _ -----"--Address M4M!?---Phone #r::/'i?-.3S55" Setbacks: Front Rear ~ RH LH Zoning S((-OV1 ~1Jit:t.::/C,~~.YINSPECTIONS Soils Test ..,._ ~ , Weatherproofing ____________ _ Footing /-;z, £'-a Z>fl??t?.. ~ Mechanicai-------7"---.,>'------ Foundation ,;?, • a.1t:t:? J!?;t:;;L Electrical Rough (State) ---''-;7"-------- Grout _ Jj_lectrical Final (State) __ --'"'------'-7<-- Underground Plumbing ~inal /o-6,<17 /Checklist ComRI\l~ed?_"--- Rough Plumbing ;S'-.iPI'--OJ...t?r'K Certificate Occupancy # =-=:S~~F:S'-_'jj__ ___ _ Framing 6·;;?o·o7?)1?r2-Date ---±lQ_:~D'-·-'0=-.,:S"----'o;;-:+"-------- lnsulation 6-2Q:rz7 IP¥: Septic System #~"5Q:Q="-A"'iifi""-'"'--'------- Roofing Date --"'-=---------Drywall 6 -;L5_::o7== Final ____________ _ Gas Piping ;i -;2,t.:Eiij /e)JA. Other--------------- • ... ~ wi2}J rz~ (V--"!51 J}J {~ NOTES ;\):_~ -' c; 'f-~6~ ~/ f"'d\. -&s- ~~-~<2-o. XTERIOR / ddress No. ___ _.V;-;-r--------- rainaoe ------"~-----r---- eeks--support & cte •• B<~a:nc=e~t~o~w;oo~d~~\7:::===== ecks-stairs & rails _ xterlor locks -----'-"'----r---- lashing around doors & windows;''-"'\/ ____ _ tsect screens J ltTIIRIOR ;ARAGE / ire wail separation _____ v"_-;-:-T------ ervice doors-1~" min. ______ -:r--- oor (20 min.) w/auto closer~1%" min. _/ !ech. equip. 18" above floor ~ o opening into steeping area __ _c:.\7 ____ _ :ASEMENT·CRAWL AJIEA c~~---------y/~~~--~---------­ 'sulatlon --~~~/---eadroom/Stairs ___ :=, ___ -T------------ entllatlon ------'-IlL----------- (continue on back) FINAL CHECKLIST MECHANICAL ROOM STAIRWAYS BoiJer______________ Headroom (6'6") ~ Hot water ----7----------Railing'& gllardr&ils · --?----- F.A. gaston _ _,~,_-------'--w;oth ______ -"'--;-~------ Fioor drain_-"«---------Rise & run ____ _.:: ______ _ Clearance___________ KITCHEN Air con. system'---:;;7"'-------Clearance a,~bo~v:e~g~rll~l ;;;;~._.~L~====:---Hot..water-heater:~d;~=====~-IExhaust-tan-: ~ Combustion air &0 c Broiler exhaust (1 hr. chase) -- Gas p;plng, valves 2 BEDROOMS -===~- LPG Drain---------- FIREPLACE/STOVE Clearance to 'combustibles _____ _ Termination of chimney·------- Combustion air _________ _ Hearth (12" or 20" on sides) ~---­ Glass doors 7'').,..---'7~=>= Cer~U;ed~ REMARKS Egress ____ _..."-y------ Smoke detector---+"------- BATHROOMS Exhaust fan ___ _,,r./'-,~----- Shatterproof glass ___ "J.>.L _____ _ OTHER Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information t\§§c~$Qr/In;)f\S1JfGEPmpertYScar<::h I Assessor~\lbset Que_ry I Assessor Sales Search <:::lcrk& Rc<::mds-rRe<::cpti9nSe<~r<::h Parcel Detail I Value Detail Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I TaxArea II I oo8 II Account Number II Parcel Number II Mill Levy I R006357 II 218527316002 II 63.456 I Owner Name and Mailing Address jPIRZADEH, MEHDI I 11806 OURAYRD I !GLENWOOD SPRINGS, CO 81601-9250 I Legal Description lsECT,TWN,RNG:27-6-89 SUB:FOUR MILE I IRANCRSIJRLDI:2_P_RE:R080089_IO~RQ8_QQ_9_2 IPRE:R080091 TO:R080090 BK:528 PG:562 IBK:528 PG:495 BK:528 PG:472 BK:1073 IPG:562 BK:1019 PG:245 BK:0561 PG:0278 IBK:1630 PG:76 RECPT:661518 BK:1621 IPG:96 RECPT:659573 BK:1621 PG:l39 IRECPT:659576 BK:l621 PG:126 I IRECPT:659575 BK:1620 PG:802 I IRECPT:659525 BK:1620 PG:792 I IRECPT:659523 BK:1591 PG:931 I IRECPT:653069 BK:1253 PG:403 I IRECPT:581068 BK:l195 PG:524 I IRECPT:565739 BK: 1195 PG:480 I IRECPT:565738 BK: 1077 PG:0299 BK:0983 I IPG:Ol25 BK:0883 PG:0855 BK:0883 PG:0840 I httn ://www. f!arcoact.com/ assessor/Parcel.asn? AccountN umber=R0063 57 1/5/2007 Parcel Detail Page 2 of3 jiBK:0668 PG:0910 II Location I Physical Address: 11498 RED CLIFF CR GLENWOOD SPRINGSI I Subdivision: IIFOUR MILE RANCH SUB I I Land Acres: I 2.071 I Land Sq Ft: I 0 I Section II Township II Range I 27 II 6 II 89 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 116,77011 33,8601 I Improvements: II Oil ol I Total: 116,77011 33,8601 Sale Date: III 0/6/2004 Sale Price: 11141,800 Basic Building Characteristics Number of Residential jo I Buildings: Number of Commllnd jo l Buildings: No Building Records Found Tax Information I Tax Year II Transaction Type II Amount I I 2006 Tax Amount II $2,148.641 I 2005 Tax Payment: Whole II ($1,792.02)1 I 2005 Tax Amount II $1,792.021 I 2004 I Interest Payment II ($10.21)/ I 2004 II Interest Charge II $10.211 I 2004 II Tax Payment: Second Half II ($510.29)1 I 2004 II Tax Payment: First Half II ($510.29)1 II II httn:/ /www. 2:arcoact.com/ assessor/Parcel.asp? AccountN umber= R0063 57 115/2007 Parcel Detail I 2004 Tax Amount II $1,020.581 2003 Tax Payment: Whole II ($900.26)1 2003 Tax Amount II $900.261 2002 Tax Payment: Whole II ($664.52)1 2002 Tax Amount II $664.521 2001 Tax Payment: Whole II ($668.86)1 2001 II Tax Amount II $668.861 I I 2000 Tax Payment: Whole II ($6.34)/ I 2000 Tax Payment: Whole II ($5.00)1 I 2000 Tax Amount II $6.341 I 2000 Tax Amount II $5.ool I.QJ;> of Pag~ A.~~~ss9r.R.t!t.ah.f!s~ S~<o~n:hOptions I Im<otsu!·er .R<ott<oth..<Jse Sei!IQhQptions Clerk & Recorder Database Search Options Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www. garcoact.coml assessor/Parcel. asp? AccountNumber=R0063 57 1/512007