The URL can be used to link to this page

Home My WebLink AboutApplication- Permit4 - Y Garfield County ' Building & Sanitation Department 108 8`" Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. Job Address 0 3 �5 �1, &its 4 G M° 1 /Do g5- /al -/8'- / oo. ' , „ 'a! 42'4A-ifLi ( C74"1) �A�r Pum Nature of Work Building Permit CAse of Buildin Owner Contractor Net,A-4-LA �g(7a,d_St �G6?- 254 Amount of Permit Date `I� �� o.u) Aprq. 731 cgoics2-„,a-, /,..0 or acns Clerk Permit No. GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'" Street. Butte 201. Glenwood Springs. CO 81801 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Mac 970-384-5003 950'1 Parcel/Schedule No. 139 S- i21 - 18. 100 Job Address. ^ •7 Z 5 (Wei- Ve { We G , 5 77! G J r ` p� v f0 1 Lot No: Block No. ' Subd. / Exempbo • 100 �ron �r idPic,wfc!` Unr. - beuejop+Me 2 Owner: ` �I'"'Oi'1 6Pi Ctip bowies LLC. Address c Lilo ir�0 �'1 6 ^I 5 f 0I — Cf 8.n° Wk Ph: 3 Contractor: J� I -k sehi COCOn54-ru'oy ]"-Ph. .� Address: Ph. 5Clrr1e 'tti.7- �{SOO Lit. No. 4 Archlte t Engineer. ��.,r Wood ey ll l -1-e.e.-4-ur I Address: /137 6. R;c I1~!e Simi. gay/LA.4s R4hC , Lo 3 Lic. No. 3-6 e 3 -72S1 5 Sq. Ft. of Buildtng: Sq. Ft F` ot:y Heaght: O '1 1 ri No. of Floors: 1 1 f. Use of Building 11.2 16,.., * i y +"Ie +fit4(4.4„[!�� CdU, -4 0114 7 Describe Work: j �- y 1! Fra 1'11741-4 h Class of Work. J'' New Alteration 0 Remove .11 Addition J Move 4 10 G� t -age: �4 ❑ Single 0� Double Carport: J Singe J Double s; Dnveway Peroll t1� CI On-Slte Sewage C iceM1b �' Disposal If Site Plan _ / UGi.L 4.41 7 11 Valuation of Work' S Adjusted Valuations' 5 $ 4 z 3,552. 12 t pedal Condition: U 6 -re : a • o • WO ' VNOTICE A SEPARATE E ECIRICAL PERMIT IS REQUIRED AND ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS. CONSTRUCTION OR WORK I5 SUSPENDED OR ABANDONED PERIOD OF 180 DAYS AT ANY TIME AFTER WORK f5 I HEREBY CERTIFY THAT I HAVE READ AND E}CAMINED APPLICATION AND KNOW THE SAME TO BE TRUE AND PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK COMPLETED WITHIN WHETHER SPECT P ze GRANTING OF A PERMIT DOES NOT P • a.UME TO a TO VIOLATE OR CANCEL THE PROVISION. OF ANY • LOCAL LAW REGUTATIN • ONSTRU N OR THE OF CONSTRUCTION. �� MUST BE OR IF FogA COMMENCED THIS CORRECT ALL WILL BE OR NOT THE AUTHORITY ER STATE OR ERFORMANCE Plan heck Fee: Permit Fee: i Y 9' 75 " '-: Zile Total Fee: 3580. / 3 y-9_ Z i Dated Permit Issued: f 01 • 777 C/ j 409 370, rj OCC Group: ::_i---1 � Const. Type: Zoning: Setbacks: lit i/o 1SDS No. & Fee: Maiiu. Iiuuie: 7517 (,q I,/ � ' �1�r0•� y 440 .1 .0 APPR• , TB .••oVAL/JDATE Las? AGREEMENT PERMISSION I5 HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE 1SSSUANCE OF THIS PERMIT. THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WtIl-I 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 HEREAFTER 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 TED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABImES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES THE RESPONS! BIL TTY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT. DESIGNER, BU1 ER. AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST Garfom.003 f HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND TH E AGREEMENT ABOVE IWTfIAI.I: qoc 4 Mo tt OVI ittKo.e/D I • r i r 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, anchor 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 # 4 5-0 7 1_ 1.-----.6 - Signature BpcontOct2004 5 / / Qs - Date 'AA46(Ar%44 VALUATION/FEE DETERMINATION Finished (Livable Area): Main Upper Lower Other Total Square Feet / 3 Y 7� Valuation Subdivision Tf'o n h( i` djt_ P 4 P Lot/Block /m 0 Contractor gild g4,4 Basement: C Unfinished /% Z 41 Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation 5130 Valuation Decks/Patios: Covered Valuation fi 2.4 Open Valuation G Total Valuation /SD, 330 gotta lo,czo zx o z�3 s5-2, bi ONAQ44-02-vcr 14►moi ht f f -i /d 6s VALUATION/FEE DETERMINATION Applicant L & Address ,J Date 5% . • �S' Finished (Livable Area): Main Upper Lower Other Subdivision I'O f iOr c(yt CI 3 Lot/Block /42 0 Contractor g-44 4944PWAti44__ 3 ?71-rN big 2%5,3 Total Square Feet z0/3 7 /50, 330 J Valuation Basement: Unfinished /96 6 Z ,f• 4 / �r Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garai Crawl Space: Valuation 5-90 N 1 g Valuation Decks/Patios: Covered Valuation To 2.4 Open Valuation G Total Valuation rt ?$4tD /0, 49ZO /v (vz3 Z40 2160 2E93 Ss"Z of R-ir 3560 61 u z970.5 309, 3.3 BAtk Lcrr l u 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 lint 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 be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. 1 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. 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 ope. Yes ((// 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 Yes 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 r -es), streams or water courses? Yes 2 4. Does the site plan indicate the location and direction of the County or private road accessing the pro . ? Yes 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforc i ' ste - accordance with the IRC or per stamped engineered design? Yes 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and Yes ances required between wood and earth? 7. Do the plans indicate the size and location of ventilation openings for the attic. roof joist spaces and so ? 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 .1 d 1. . . ? Yes 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof constructi. n? Yes t 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof r. ` e r joists or trusses? Yes 11. Does the building section drawing or other detail include the method of positive connection of all columns . d Yes 12. 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 roofor the top of a i m _ (Budding height measurement usually not to exceed 25 feet) Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and mode Colorado Phase II certifications or phase II EPA certification? Yes No 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleepjngms and/or basements comply with the requirements of the IRC? Yes 7joi No 16. Does the plan include a window schedule or other verification that windows provide natural light and t' . 'on for all habitable rooms? Yes IP No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and spe •glazing for these areas? Yes No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on .lan? 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 covenan 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 accept . out it. Yes No 21. Will this Yes (f (/ No If no -Explain: y residential structure on the parcel? 22. Have two (2 , mplete 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 c requirements? Yes No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties 3, . • .trict? Yes No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection e Garfield County Building Department? Yes No 27. Do you understand that approval for design and/or construction changes are required prior to the appli , i • : f 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 Yes No 29. Are you aware that you must call in for an inspection by 3:30 the business day before Ole 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 5003. Yes �L // No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50/ re -inspection fee? Yes �No 31. 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 occupan • f 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 I : ? Yes / No 5 33. 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 Departme t18601. Yes No 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at ti • 0/ V.licable inspection. Yes / No , 35. Are yo aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a buildin pplication? Your attention in this is appreciated. Yes No 36. Do you know that the local firei , ay require you to submit plans for their review of fire safety issues? Yes + No (please check with the building department about t i s requirement) 37. 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 I hereby acknowledge that I have read, understand and answered these questions to the best of nay ability. ifJ 412. -1(01 - Signature of 1Z'llU1- Signature{of Owner Date Phone: 404– 13 45— (clays); ('Z5- - 3 u c, (evenings) Project Name: Irv✓\ w-kri. — 11.0m.0o Project Address: '52 5 21 preAr x (�.0 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 6 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. BpminregFeb2005 1 7 f • Ye r IRONBRIDGE GOLF CLUB AND MOUNTAIN COMMUNITY April 27, 2005 Garfield County Building Department 108 8th Street Glenwood Springs, CO 81601 RE: Approved Plans at Ironbridge Dear County Representative, The following plans have been reviewed and approved by the Architectural Review Board of the Ironbridge Property Owners Association for use on Lot 100: Woodley Architectural Group "Ironbridge — Plan 3101" "Bid Set Redlines" dated September 15, 2004 If you have any questions, please call me at (970) 404-1045. Sincerely, Ironbridge Property Owners Association /1�xt Dirk Gosda Representative 410 IRONBRIDGE DRIVE GLENWOOD SPRINGS COLORADO 81601 T (970) 947.9800 F (970) 928-8865 www Ironbridgeclub corn .1,7 Arthur .11111k j fasrer (.ON#..e R thoruir,rrnc rmarr7 Residence) 1 G&ech HEPWORTH - PAWLAK GEOTECHNICAL �err.uti �a,+iai neo[ ChF:za; In:. Roar! i56 31r1-1,0,1-/od Einrtrtf23. CGluraa Phone 97:-c:i5-7956 Fa;, 1:J70 -P45 -N454 emai! hf eoOr,floeo[ech Cnnl SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOT 100, RIVER BEND WAY IRONBRIDGE DEVELOPMENT GARFIELD COUNTY, COLORADO JOB NO. 101 196-1 MARCH 4, 2005 PREPARED FOR: IRONBRIDGE HOMES, LLC ATTN: MIKE WOELKE 410 IRONBRIDGE DRIVE GLENWOOD SPRINGS, COLORADO 81601 Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthome 970-468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY - 1 - PROPOSED CONSTRUCTION - 1 - SITE CONDITIONS - 2 - GEOLOGY _ _ FIELD EXPLORATION . . . ....................... . ..... . . - SUBSURFACE CONDITIONS - 3 - FOUNDATION BEARING CONDITIONS -3 - DESIGN RECOMMENDATIONS - 3 - FOUNDATIONS - 3 - FOUNDATION AND RETAINING WALLS - 4 - FLOOR SLABS - 6 - UNDERDRAIN SYSTEM - 6 - SURFACE DRAINAGE - 7 - LIMITATIONS - 7 - FIGURE 1 - LOCATION OF EXPLORATORY BORING FIGURE 2- LOG OF EXPLORATORY BORING FIGURE 3 - LEGEND AND NOTES PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residence to be located on Lot 100, River Bend Way, Ironbridge Development, Garfield County, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted as a supplement to our agreement for geotechnical engineering serk ices to L.B. Rose Ranch. LLC dated Jule 24, 2003. We prniously performed a preliminary subsoil study for Lots 90 through 100. report dated December 31, 2002. Job No 101 196-1. We have also drilled an explorator; boring for evaluation of subsidence potential on Lot 100. Job No. 105 i 1 5- I and the findings wil] be presented under separate cover. An exploratory boring was drilled on the lot to obtain information on the subsurface conditions. The results of the field exploration were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This 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 specific building on the lot had not been determined at the time of this study. The proposed residence will generally be a 1 or 2 story, wood frame structure about 2,500 to 3,000 square -feet in size. Ground floor will be slab -on -grade and/or structural over a crawlspace. A basement level may be provided. Grading for the structure is assumed to be relatively minor with cut depths between about 3 to 8 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 the recommendations contained in this report. 1111 1CK_1 G -2 - SITE CONDITIONS The lot is located in the downhill, northeastern part of the development and was vacant al the time of our field exploration. River Bend Way borders the lot to the east as shown on Figure I . The roadway and underground utility construction to the lot are complete. Minor overlot grading during subdivision development consists of shallow cuts and ills. The ground surface is relatively flat and slopes gently down to the east. Up to a few inches of snow covered the lot at the time of our field exploration. GEOLOGY The geologic conditions were described in our previous report conducted for planning and preliminary design of the subdivision development, dated October 29, 1997, Job No. 197 327. The surficial soils on the lot mainly consist of gravel terrace alluvium of the Roaring Fork River. The alluvium is predominantly a clast-supported deposit of rounded gravel, cobbles and boulders up to about 3 feet in size in a silty sand matrix that extended to a depth of 21 feet on the lot. The underlying bedrock consists of the Eagle Valley Evaporite which contains gypsum and is generally associated with scattered sinkhole development in the Roaring Fork River valley. Voids were not encountered in the bedrock to the drilled depth of 43 feet and the potential for subsidence due to dissolution of the evaporite throughout the service life of the residence, in our opinion, is low. Our project report of the subsidence potential should be referenced for the complete findings of the evaluation. FIELD EXPLORATION The field exploration for the project was conducted on February 22, 2005. An exploratory boring was drilled at the location shown on Figure 1 to evaluate the subsurface conditions. The boring was advanced with 4 -inch diameter continuous flight ION°. 101 196.1 ctech augers powered by a truck -mounted CME -45B drill rig. The boring was logged by a representative of Hepworth-Pawlak Geotechni cal, Inc. Sampling of the subsoils to evaluate engineering properties was not practical due to the difficult drilling conditions with augers. SUBSURFACE CONDITIONS A graphic log of the subsoil profile encountered in the boring is shown on Figure 2. The subsoils consist of relatively dense. slightly silty sandy gravel with cobbles and boulders (terrace alluvium) down to the drilled depth of 3 feet. Drilling in the dense terrace alluvium with auger equipment was difficult due to the cobbles and boulders and drilling refusal was encountered in the deposit. No free water was encountered in the boring at the time drilling and the subsoils were slightly moist. FOUNDATION BEARING CONDITIONS Silt and clay (debris fan) soils typical of the area were not encountered In the boring but could be at shallow depth in other parts of the lot. Foundations that extend down to the dense terrace alluvium would have moderate bearing capacity and low settlement risk. Spread footings placed on the natural terrace alluvium should be feasible for building support with relatively low settlement potential. DESIGN RECOMMENDATIONS FOUNDATION S Considering the subsurface conditions encountered in the exploratory boring and the nature of the proposed construction, we recommend the building be founded with spread footings bearing on the natural subsoils. Job No. 101 196-1 -4 - The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed entirely on the natural dense terrace alluvium can be designed for an allowable bearing pressure of 3,000 psf. Based on experience, we expect initial settlement of footings designed and constructed as discussed in this section will be about 1 inch or less. 'j 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 cotter above their bearing elevation for frost protection. 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 lateral earth pressures as discussed in the "Foundation and Retaining Walls" section of this report. 5) Any existing fill, topsoil and loose or disturbed soils should be removed and the footing bearing level extended down to the Erni natural soils. The exposed soils in footing area 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. FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 50 pcf for backfill consisting of the on-site granular soils. Cantilevered retaining structures which are separate from the residence and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth Job No. 101 196-1 C'Etech pressure computed on the basis of an equivalent fluid unit weight of at least 40 pcf for backfill consisting of the on-site granular soils. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure unposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at a moisture content near optimum. Backfill in pavement and walkway areas should be compacted to at feast 95% of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.5 for footings placed on gravel soils. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 350 pcfThe coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads should be compacted to at least 95% of the maximum standard Proctor density at a moisture content near optimum. Job No. 101 196-I 6 FLOOR SLABS The natural on-site soils, exclusive of topsoil. are suitable to support lightly loaded slab - on -grade construction. The upper silt and clay soils where present have variable settlement potential when wetted under load and there could be some post -construction slab movement if the subgrade soils become wet. 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-ineh 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 devoid of vegetation, topsoil and oversized rock. UNDERDRAIN SYSTEM Although free water was not encountered during our exploration, it has been our experience in the area that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls, crawlspace and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. An underdrain should not be provided around shallow foundations (3 feet deep or less) and garage areas. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at ]east 1 foot below lowest adjacent finish Job No. l0 f 196-1 G ch -7 - grade and sloped at a minimum 1% to a suitable gravity outlet. Free -draining granular materia] used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 1'/ feet deep. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the building 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 Ieast 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 10 feet in paved areas. Free -draining wall backfill should be capped with about 2 feet of the on- site, fine grained soils to reduce surface water infiltration. 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 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 boring drilled at the location indicated Joh No 101 196-1 G tec h ! � i -8- on Figure I, 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. If the 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 conditions identified at the exploratory boring and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report. we should be notified so that re-eNaluation of the recommendations rna\ 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. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Steven L. Pawlak, P.E. Reviewed by: Daniel E. Hardin, P.E. SLP/ksw Job No 101 196-1 G tech APPROXIMATE SCALE 1" = 3D' LOT 99 / / A r / 1 r / / 1 r 1 / / 1 / 1 1 1 1 BORING 100 1 • 1 1 LOT 100 J 1 r 0 BORING 1 (105 115-1) a / / I I 101 196-1 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY BORING Figure 1 w LL 0 T 0 BORING 100 LOT 100 5 5 NOTE: Explonotion of symbols is shown on Figure 3. Depth — Feet 101 196-1 HEPWORTH— PAWLAK GEOTECHNICAL, INC. LOG OF EXPLORATORY BORING Figure 2 LEGEND: ta• GRAVEL, COBBLES, AND BOULDERS (GM—GP); slightly silty, sandy, dense, slightly moist, brown, rounded rock Practical drilling refusal. Where shown above bottom of log indicates multiple atempts were made to advance boring. NOTES: 1. The exploratory boring was drilled an February 22, 2005 with a 4—inch diameter continuous flight power auger. 2. The exploratory boring location was measured approximately by pacing from features shown on the site plan provided. 3. The exploratory boring elevation was not measured and the log of exploratory boring is drawn to depth 4 The exploratory boring location should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on ttie exploratory boring dog represent the approximate boundaries between material types and transitions may be gradual. 6, No free water was encountered in the boring at the time of drilling. Fluctuation in water levef may occur with time. 101 196-1 HEPWORTH—PAWLAK GEOTECHNICAL, INC. LEGEND AND NOTES Figure * M 1 • PLAN REVIEW CHECKLIST Applicant/P.64. 131..aLptt Date 3 ~2 G `i -5 - Lor / W Building �jEngineered Foundation �lDriveway Permit 1 Site Plan ll a • Septic Permit and Setbacks e.) ./'Grade/Topography 30% ✓ Attach Residential Plan Review List Min. um Application Questionnaire Subdivision Plat Notes Fire Department Review )4iation Detennination/Fees Red Line Plans/Stamps/Sticker ✓ Attach Conditions Application Signed ../31 Reviewer To Sign Application ParcellSchedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: sv'-t 4145r Lj Planning/Zoning Property Line Setbacks 30ft Stream Setbacks _ThFlood Plain Building Height -� Zoning Sign -off ilRoad Impact Fees OA/DRC Approval %Grale/Topography 40% (J it Planning Issues ✓Subdivision Plat Notes W co M 2 W0 d. , W c Q 0 a u) Z Z O N o J c In 03 0 a) W I c 0 LL t ;a aWN 0 cg cu LCC. m 0 0 1— z w 1-1i�a W I- 0 0 z 0 =Z c? 0 0 — WI LL. 0 aW 0rg Dv 0 0 108 8th St., 0 'O E O 0 0 N a) c .` a N 0 e - O N C 10 CD vcr 0 ti 0 c 0 oa N 0 = CO 65 t 03 CO0 Job located at N O z .E 0 a Job located at Permit No. d d (0 d O m -5 c CU o i u Ici T;) G N +-'.O u 0 d (0 c 'c c ea aei ; c lE cu a) 2 a1 z •E a b 1 z Q N .041 c c c c N co ov O i V S H Of ,c 4-f...L g ti LE1). .2 u 0 a) -k.1 A iti a� s ea w2 d Le x+ L to c- 4+ N ID > N 4- —4 —6 r E s i i E1 1r, t� *� 1 r -° m V il a a 01c i E c `11:16 V 0i L 0 Q 03 co t s wO L w, 0 Zo 113. E as 0 o a m o w a on c xi iii 0 E c 0 L O 6 u .c 0 16 O 0 .0 u m m - a k% o� o c When correction(s) have been made, call for inspection at 970-364-5003. When correction(s) have been made, call for inspection at 970-384-5003. COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 3Z5 F" -)Flt 7)11-41) tni1041 Permit No. c'57). 7 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 20 Building Inspector Phone (970) 945-8212 No. C� d Assessor's Parcel Noa-S I '0/I - / Date 6/eS7b P •�, f/6c/ GSe/Phone # 9(0- Pc' BUILDIWG PERM1 T • RD_ Job Addres 03a5 f`^^' 6(2-4)"6 (A) Owner a.� til Mr/U. Contractor Addresr - Phone # Setbacks: ,, Rear RH ,' 00/ INSPECTIONS Boils Test *Al a 'f63'6-61A-1.7-cle._Weatherproofing Footing Lo 36• -OS- Foundation7- oS-Aft— Groutrout Underground Plumbin e -22—c) Rough Plum in -s" Framing %f`" LZ„ Insulation it- Z�i-o' Roofing Drywall 1 i'?, -off Gas Piping /0--(3 -� 10cTE 1 p ', L'' L� �Q�.rv-P�c� p� t� LH Zoning NOTES Mechanical Electrical Rough (State) Electrical Final ( tate) .� Finacr-10heckli om ted9 a ✓ Certificate Occu ncy # •C Date - .-1p"�� Septic System # JJDate Final Other CC.'"A-' '7til1- f ' f ?eee tZ. Fr Ai (continue on back) 9.24 I1I1es INSPECTION WILL NOT BE MADE UNLESS -THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS Date Issu BUILDING PERMIT GARFIELD COUNTY, COLORADO%DI Zoaed Area Permit No f 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 ntay then be revoked by notice from the County Building Ins or and IMME TELY BECOMEsQtAkeyci NU AND VOID. Use. r of\ kid(cot ftrk, Addn cnptio Nes Sethacks Front Side Side Owner b Contractor Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. i INSPECTION RECORD Footing L -30 -- Driveway Foundation 7- Zp•-e,s 41 -- Underground Plumbing 22 -6_ Insulation if _z,g-SSI% Rough Plumbing /e -/3_65 Drywall 1 i_ 74 -ps Chimney & Vent Electric Final (by State Inspector) ! L -S !VG_ Gas Piping /0 - r 3 - dyrg— Final _ /0-0 , Electric Rough (By State Inspector)/105. Septic Final Framing2.2 1r - (To include Roof in place an Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD Date 4/ 1317Plesaelik E IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC 10016 I c