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Home My WebLink AboutApplication-Permit4 . Garfield County Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. qeti3 Job Address Nature of Work Buiihding Permit �r�l sir Use of Building c n l�_ 1 • j foc S • li Owner -QJrCA Contractor Amount of Permit $ ' �� Date t (o+ , e 1 Clerk ir 4' 1 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 st a" reet, aulte 701, Glenwood Bp:lap, CO 81601 Phone: 970-945-S212 / Paz: 970-384-3470 / laepeetlea Lbw: 976384.8003 Parcel/Schedule No. ^' C[9 (3 / 2l/070SS0/oo� • Permit No: Job Address: , I`- A, r /• I' r P (,.�J I'�PaJOI.I(i/'CP.IL f, ar 1 Lot No: Block No:Subd. b Address�aMi13 F. 0 L Crr iu YUJelcl / Exemption: e_441,:„„,4- v,It.. Ph: _ 770 2S5-15-4-9 5 scree* c ScG• L Wk Ph y70 744-1735" 1 Owner�M {M ye. P0- ke 3 Contracttono : I� zit CiOU(� Address: OgcoCce4 ZZ3 P,r1C Ph. p� PC, `, -/g8 Lic No Lic_'log 4 Architect/Engineer: PLa,qsrJ- i _,.,w� 1ac. Address.c o Lct.AA-11d,e G.r6ov1,k_ 10 i� Ph. X170 -YES giigC Lic No. Sq -IN of Building: - L+tT % 119c.c.A5 VibUn• Sq. Ft. of Lot 571Height 23• I .i No of Floors: / Use of Buildfng' // / f I_ v.n StF(c. W,[ pvl C WLIrt.ua� tJ(t00. v h 7 Describe Work: �t Oh i' F.. r,,.c�;G•. OF,x ACS Can�[ i1i. R Class of Work: 0 New J Alteration o Remove J Addition J Move 9 10 Garage. $ Single 0 Double Carport: ❑ Single J Double ^ Driveway Pery7�iit " `5 tT R 6 u ` • 'J 'L ❑ On -Site D 0 MUST SS connUCrioN OR, IF FOR A COMMENCED. THIS CORRECT. ALL WILL BE OR NOT. TES GIVE AUTHORITY STATE OR PE CE Sewage Disposal J Site Plan Adjusted Valuations: /�¢gd v !'r�I�e ee: �� 5 Q� ?��g /4-.144) =!L�e� Permit ee �� . /7/2,./5- �7 3 540 Q._l fit.,/"� 1 V a JL4+ 11 Valuation of Work: $ _ / 000 �l-,l-; 12 Special Conditions: i " SQ—tl.i2.� ` / _ an ec. / �� Y Z i • OWE V/ E' I i� A SEPARATE ISSUED THIS THIS AUTHORED CONSTRUCTION PERIOD 1 IMPSET APPLICATION PROVISIONS COMPLETED GRANTING TO VIOIATL LOCAL OF ELECTRICAL PERMIT IS 'QU61ED AND BY THE STATE OF COLORADO. /� PERMIT BECOMES NULL AND VOID IF WORK OR IS NOT COMMENCED WTTULI 180 DAYS, OR WORK fS SUSPENDED OR ABANDONED OF 180 DAYS AT ANY TIME AFTER WORK IS CERTIFY TEAT 1 HAYS RSAD AND ESA8mRD AND KNOW THE SAME TO BE TRUE AND OF LAWS GOVERNING THIS TYPE OF WORK WITHIN wnnaa EPROM& aim OF A POt1RT DOES NOT PREEN= TO OR CARCO. THE PROVISIONS OF ANY 0TEZR LAW REGULATING CONSTRUCTION OR THE CO ' 11.. Total Fee: �� J 5-� Dated Permit Issued: OCC Gro p: Const. Type: Zoning: Setbacks: Manu. Home: ISDS No. Fee: ONA .F i t • �, -' DAT r►` _y/ SiZ O(� : r DEPT.' { ' PL/113. DLR. i /(x/_/ - - • VAL TZ APPROVAL/DATE .1",1, � QJtA.GI.C.IAA4 AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMTTTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WTTH 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 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 DMA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PIANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OP THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEI'MNCE OF ANY RESPONSIBILITIES OR LIABLZTIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECr. DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Gerfom.003 Q I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL,: i v `flW(06 A t 8t -i 1/41‘ ixoq.7i 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 fmal sign off by the Fire District, anchor State Agencies where applicable. A CERTIFICATE OFOCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OFOCCUPANCY (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 issuance of a Certificate of Occupancy for the dwelling under building permit # LIB Signature BpcontOct2004 Date VALUATION/FEE DETERMINATION ApplicantSubdivision , A(.P$a Address 345 /'�f-MwJ x Lot/Block ( — 5 Date 5—/? - 0(e Contractor Finished (Livable Area): Main 21 76- k /OL Upper Lower Other Total Square Feet Valuation lc, 4Z,9 . oc) Basement:q l% Unfinished 217 ( _ get Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Liiez. �g Valuation Decks/Patios: Covered Valuation Open Valuation 3a F IZ Total Valuation 2 Ce3/510 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. 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 1 Plahs 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 comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE 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 X 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks do apply. Yes 7( 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 �( 2 1 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 7l 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in 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 the clearances required between wood and earth? Yes X 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes X 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 X 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 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 flat roof? (Building 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 model and Colorado Phase I1 certifications or phase 11 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 sleeping rooms 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 X No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No / 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes >( No 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? 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 X No 21. Will this be the only residential structure on the parcel? Yes X No If no -Explain: 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes X 23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes X No 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes x No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes 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 )C No 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes jC 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 )C 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 K No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a 550.00 re -inspection fee? Yes )G 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 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 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 Department at 625-8601. Yes 2< No 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time 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- Number for the lot you are 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 X (please check with the building department about this 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 befit of my anility. 1 4�1. Signature of Owner Date z/-/ 2006 Phone: '7 '8- / 7 S (days); 2 c C,q 3 (evenings) gS.L.JeriC e_ Project Name: 1 e-rcict e I', / / ,/� / Project Address: 3yJ Y'(.,eac/ow ' reek Orin' (�„c,tLie, CO PASS -- 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 7 . .1 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, IMC, IPC, Setbacks: Check subdivisions and zone district for setback requirements. Snowload: 40PSF up to 7000ft. elevation. 50PSF 7001 to 8000ft. 75PSF 8001 to 9000ft. 100PSF 9001 to 10000ft. Seismic design category: B 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. Air Freezing Index: 2500deg F -days to 7000ft.; over 7000ft. to be determined by Building Official. Ice shield under-Iayment 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-38 log 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 below 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 insulation. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. Garfield County Road and Bridge Department P.O. Box 426 Rifle, CO 81650 Phone -(970)625-8601 Fax- (970)625-8627 Invoice Driveway Permit Number: GRB06-D-45 Invoice Date: 5/4/2006 Bill To: Mike (Sr Sarah Perdue Battlement Mesa Parachute ,C0 81635 $75.00 per Driveway Permit. Driveway Permit Fee: Total Due: Thank You! $75.00 $75.00 PLAN REVIEW CHECKLIST Applicant 7i-k(a t Date 5-2-G Building Planning/Zoning /Engineered Foundation Property Line Setbac Driveway Permit Jc 0 -Du At:s3 30ft Stream Set:acks ,.....--Siirveyed Site Plan Flood Plai Buildin Height Zorn : Sign -off Ro, d Impact Fees Mini Application Questionnaire •A/DRC Approval ' 5 Mibdidivision Plat Notes rade/Topography 40% gl_Fire Department Review Planning Issues ,/ Valuation Determination/Fees Subdivision Plat Notes 44/Septic Permit and Setbacks `6!e/topography 30% ach Residential Plan Review List l/ Red Line Plans/Stamps/Sticker tOt Conditions Application Signed Reviewer To Sign Application A.1440# � Parcel/Schedule No. A.1440# Snowload Letter- Manf. Hms. t/ / Soils Report GENERAL NOTES: May.11. 200E 5:27PM MAGGERT / LEONARD No.0699 P. 1/1 EAS. Maggert & Associates, Inc. Structural Engineers SOD Mato Street, Suite 300 Carbondale, Colorado • 016232065 May 11, 2006 Mike Perdue 103 East Carson Circle Parchute, Colorado 81635 Re: Lot 1, Block 5, Battlement Creek Village To whom is concerned: (970) %3.9643 • Fax (979) 963-0135 w ww.Ma ggertEop neerscom Maggert & Associates confirms the Typical Exterior Header (T.E.H.) called out on S•1 under Structural Wood Framing A-13 and S • 2 in the Plan Notes, to be 3 - 2x10 with 1/2" ply -wood filler to be structural adequate for the above stated project. This header was sized, following the International Building Code deflection limits of 1/360 for live load and 1/ 240 for total load, under the heaviest loaded condition. If there are any questions or concerns regarding this matter please call or e-mail. Sincerely, Reviewed By: Mathew Monger Barry Maggert, P.E. matt@maggertengineers.com barry@maegertengineers.com ccs MAY 15,2006 04:50P CESM r-. i 9702855693 BATTLEMENT MESA SERVICE ASSOCIATION ARCHITECTURAL COMMIT FEE APPLICATION & CHECKLIST (for New Home Construction projects) page 1 Homeowner: WE .1,e_ 4 Pe.rJi.& Home Mailing Address: 10.3 E..4 Ct., „ C.., Owe,ri-c.re.,Co i1(iir Home Phone:(470j_2tS-s-69 3 Work Phone (ifdesired):(97o 0711/5 1735 Paarik.,em CrCt� tek ✓ !lw- e. Projec:tAddress: 3�$' 1A(ec. oW Creek. r. Lot: Block: 5 -Subdivision: 5 2 Production Horne PlanNamc (if applicable): Homebutilder: R rc U (`nctse BusiryessMaiingAddress: o'lr'o t;.17.4.:er C_O 1?/6/35— Business I&3CBusiness Phone: cent)) cloy •1695' Fax (if desired): Submittal Date: ¥/o5/iecEstimated Start Date: c-// is-igeoc, Estimated Completion Date: 44,h 112007 1 SUBMITTAL REQUIREMENTS: Two Copies each of items 1, 2 & 4 need to be submitted. (Check -off items attached to the Application. Fill in spaces as indicated.) 1. Site Plan Drawing (1" =10' or 1" = 20' scale) with the following information shown: Lot, Block & Subdivision name. K Street Address of Project. Building Setback Lines (also fill-in the shortest distance between property line to the exterior wall closest to that property line). Please be aware that all Building Setback Lines are taken from your Property Line Pins!! Your Property Line is NOT the Curb Line!! Dwelline Unit Garage Front Setback: 4/6' Left Side Setback: Right Side Setback: Rear Setback: Utility Easements. IV/A 55' Clear Site -Line at Intersection Corner Lots. _X_ Site Grading Elevations & Drainage. '1l First (main) Floor Height in relation to top of street curb at front -center of lot. Driveways (including width of driveway), Walkways, Patios, etc. Outbuildings. ZA F dl q' Page 2 of 6 MAY 15,2006 04:50P CESM 9702855693 page 2 This portion of the Application Form is to be completed by the Architectural Committee (not the Applicant). CONDITIONS OF APPROVAL or DISAPPROVAL I. No sitework or building construction may proceed on any Lot (including no preliminary site clearing, grubbing, grade alteration, storing of material, foundation excavation, extension of underground utilities, etc.) until the Project has received a Project approval from the Architectural Committee and has been issued a Building Permit (as required by Garfield County for new home or Renovation projects). 2. All general building and site improvements construction for any Project shall be completed and shall have issued a Certificate of Occupancy from the Garfield County Building Department no later than one (l\ veer after the issuance date of this Architectural Committee Anoroval. 3. The complete landscaping and revegetation of the irnproved Lot, to specifically include the fry si a and rear yard areas, shall be completed no later than six (6) months from the date of the Certificate of Occupancy 4. If the selection of colors and /or landscaping plans are not included with this application they must be submitted for approval before any action is taken to install the missing items. • L PP ex -h-. 1 , /cam 7. (ri 2 (1 --moi c 8-iD_ftral Application Approval (Ieats of Architect aural Commix embers): By: Application App By Chairman: veil for onstruction s ect • he above conditions: Application Den}ed By: Application Deni By Chairman: „ f Architec ommittee Members): "a for re on(s) stated . Date: 5 3-e Date: 9 - Page - Page 6 of 6 GecPtech HEPWORTH -PAWLAK GEOTECHNICAL Hcp1/nrrh-11im iieLnuchnicill InL 5D:0 Counn R ,.iJ 154 Glenwood COIOR„ iri 81601 Phnne 97J -v45 -79d6 Fax 970-945-8454 email hp,e�Jhp�earech cnm SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED RESIDENCE LOT 1, BLOCK 5, THE RESERVE AT BATTLEMENT CREEK VILLAGE MEADOW CREEK DRIVE BATTLEMENT MESA, COLORADO JOB NO. 106 0218 MARCH 28, 2006 PREPARED FOR: MIKE PERDUE 103 EAST CARSON CIRCLE PARACHUTE, COLORADO 81635 Parke]. 303-841-7119 • Colorado Springs 719-633-5562 • SLIverthorne 970-468.1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY - 1 - PROPOSED CONSTRUCTION - 1 - SITE CONDITIONS - 2 - FIELD EXPLORATION - 2 - SUBSURFACE CONDITIONS - 2 - DESIGN RECOMMENDATIONS - 3 - FOUNDATIONS -3- FOUNDATION AND RETAINING WALLS.. - 4 - FLOORSLABS -5- UNDERDRAIN SYSTEM - 6 - SURFACE DRAINAGE - 6 - LIMITATIONS - 7 - FIGURE 1 - LOCATION OF EXPLORATORY BORING AND PITS FIGURE 2 - LOGS OF EXPLORATORY BORING AND PITS FIGURE 3 - LEGEND AND NOTES FIGURE 4 - 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 1, Block 5, The Reserve at Battlement Creek Village, Meadow Creek Drive, Battlement Mesa, 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 in accordance with our agreement for geotechnical engineering services to Mike Perdue dated March 7, 2006. An exploratory boring was drilled on the lot to obtain information on the general subsurface conditions. In addition, two pits had been excavated on the lot. Samples of the subsoils obtained from the boring 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 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 subsoil conditions encountered. PROPOSED CONSTRUCTION The proposed residence will be a single story wood frame structure over a walkout basement level at the location shown on Figure 1. The attached garage and basement floors will be slab -on -grade. 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. Job No 106 0218 Gecitech SITE CONDITIONS The lot was vacant and covered with patches of snow up to % foot deep at the time of our field exploration. The lot is located on the north (downhill) side of Meadow Creek Drive. There could be some minor fill on the site from prior site grading as part of the subdivision development. There is some fill along the southern property line for construction of Meadow Creek Drive. The ground surface is variable with a general slope down to the north-northeast. A shallow draw crosses through the site. Vegetation consists of sagebrush, grass and weeds. FIELD EXPLORATION The field exploration for the project was conducted on March 16, 2006. 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 augers powered by a truck -mounted CME -45B drill rig. Two pits had been excavated on the lot prior to our arrival on site. The boring and pits were logged by a representative of Hepworth-Pawlak Geotechnical, Inc. Samples of the subsoils were taken with a 2 inch 1.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 Log of Exploratory Boring and Pits, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS Graphic logs of the subsoil profiles encountered in the boring and pits are shown on Figure 2. The subsoils, below about 1 foot of topsoil, consist of stiff to very stiff, slightly sandy to sandy silt and clay. Relatively dense basalt gravel and cobbles in a sandy clay matrix was encountered in the boring beneath the silt and clay at a depth of 20 feet down JobNo 1060218 GeStech - 3 - to the maximum explored depth of 21 feet. Drilling in the basalt rock soils was difficult due to the size and hardness of the rocks and drilling refusal occurred in the deposit. Laboratory testing performed on samples obtained from the boring included natural moisture content, density and percent finer than sand size analysis. Results of swell - consolidation testing performed on relatively undisturbed drive samples of the clay and silt soils, presented on Figure 4, indicate relatively low compressibility under conditions of loading and wetting. The laboratory testing is summarized in Table 1. No free water was encountered in the boring or observed in the pits and the subsoils were slightly moist to very moist. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsoil conditions encountered in the exploratory boring and pits 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 1,500psf. Based on experience, we expect settlement 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 bearing soils become 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. Placement of foundations at least 36 inches below exterior grade is typically used in this area. JobNc. 1060218 Cgtech -4- 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least l2 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) The topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to firm 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 55 pcf for backfill consisting of the on-site 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 pressure computed on the basis of an equivalent fluid unit weight of at least 50 pcf for backfill consisting of the on-site soils. Backfill should not contain vegetation or topsoil. 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 imposed 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 Job No 1060218 disci-, -5 - walkway areas should be compacted to at least 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 matenal 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 0.35. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 300 pcf. The 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. FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab - on -grade construction. The silt and clay soils typically possess a variable settlement/heave potential which could result in some slab movement and distress if the bearing soils become wetted. To reduce the effects of some differential movement. the garage floor slab 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 Job No 1060218 Gtech -6- 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 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 and where clay soils are present 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 and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum I% to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least J/2 feet deep. An impervious membrane such as 20 mil PVC should be placed beneath the drain gravel in a trough shape and attached to the foundation wall with mastic to prevent wetting of the bearing soils. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: I) Inundation of the foundation excavations and underslab areas should be avoided during construction. Job No 106 0218 Gegtech -7- 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 12 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 soils to reduce surface water infiltration. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Sprinkler heads and landscaping which requires regular heavy imgation, 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 boring and pits located as 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. 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 pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified 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 Job Nc 1060218 Gtech -8 - project evolves, we should provide continued consultation and field sen ices 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 eneineer. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Jordy Z. Adamson, Jr., P.E Reviewed by: Steven L. Pawlak, P.E. JZA/l:rmn Job No 106 0218 GegteCti , APPROXIMATE SCALE =30' s 5roa'+Y w 2.5.29' BENCH MARK: GROUND AT PROPERTY CORNER; ELEV. = 100.0', ASSUMED. MEADOW CREEK DRIVE LOT 2 106 0218 Gatech HEPWORTWPAwuK GEOTECHNICAL LOCATION OF EXPLORATORY BORING AND PITS Figure 1 Elevation - Feet 95 90 85 80 75 70 BORING 1 ELEV = 92 9' 14/12 - WC=67 DD- 109 14/12 WC=3 5 DD=102 -200=81 16/12 WC=4 DD=102 34/12 36/6 PIT 1 PIT 2 —7 PITS DRAWN TO DEPTH NOTE: Explanation of symbols is shown on Figure 3 95 90 85 80 75 70 Elevation - Feet 106 0218 Gertech HEPWORf +PAW UU( GEOTECHNICAL LOGS OF EXPLORATORY BORING AND PITS Figure 2 LEGEND -7 2 TOPSOIL; sandy silty clay, organic, roots, very moist, dark brown SILT AND CLAY (ML -CL), slightly sandy to sandy, scattered gravel, stiff to very stiff, slightly moist, light brown, slightly calcareous 0 BASALT FRAGMENTS (GC), in a sandy clay matrix, with cobbles and boulders, dense. slightly moist, brown Relatively undisturbed drive sample. 2 -inch I D California liner sample. 34/12 Drive sample blow count, indicates that 34 blows of a 140 pound hammer falling 30 inches were required to drive the California sampler 12 inches 1 Practical drilling refusal. NOTES: 1. The exploratory boring was drilled on March 16, 2006 with a 4 -inch diameter continuous flight power auger. The pits had been excavated prior to our arrival on-site. 2. The exploratory boring and pit locations were measured approximately by pacing from features shown on the site plan provided. 3. The exploratory boring elevation was measured by instrument level and refers to the Bench Mark shown on Figure 1. The exploratory pit elevations were not measured and the pit logs are drawn to depth 4. The exploratory boring and pit 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 and pit logs 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. No free water was observed in the pits. 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 106 0218 Ge&ech HEPWORT -PAWLAK GEOTECHNICAL LEGEND AND NOTES Figure 3 9 .- Compression Compression % 0 1 2 0 1 2 Moisture Content = 6 7 percent Dry Density = 109 pcf Sample of Sandy Silty Clay From Boring 1 at 3 Feet No movement upon wetting 0.1 .0 10 APPLIED PRESSURE - ksf 100 Moisture Content = 4.0 percent Dry Density = 102 pcf Sample of: Sandy Silt and Clay From Boring 1 at 10 Feet No movement upon wetting 0.1 .0 0 APPLIED PRESSURE - ksf 100 106 0218 Gecrtech H EPWOR WPAW WC GEOTECHNICAL SWELL -CONSOLIDATION TEST RESULTS Figure 4 Job No. 106 0218 SOIL OR BEDROCK TYPE Sandy Silt 11 UNCONFINED COMPRESSIVE STRENGTH (PSF) LIQUID LIMIT (%) I PERCENT PASSING NO 200 SIEVE Do z 0 a 0 0 z o N GRAVEL (%) 5 L o w z o O — 102 102 NATURAL MOISTURE CONTENT (%) r In 4.0 11 SAMPLE LOCATION 1 DEPTH (ft) 3 5 0 0 COLORADO STATE ELECTRICAL BOARD 1580 Logan Stre t, Suite 550 Denver, CO 80203-1941 Permit #: 584109 Inspection Report Date Inspected: 01/11/2007 Permit Holder: CALIBER ELECTRIC YANCEY SHORT 322 EAST 1ST RIFLE 816500000 Phone: (970) 625-3644 Fax: Email: ydshort@yahoo.com Site: 345 MEADOW CREEK DR Parachute, Garfield County, Owner: MIKE PORDUE Phone: Status: Accepted Inspection type: Final Partial Inspection: No Trim Permit: N NEW RESIDENTIAL Inspector: Cyrus Tuchscher 970-625-5085 Corrections: 1) Access to motor and electrical connection for the master bath tub is provided through the floor of an unfinished room in the basement. If room is ever finished access panel of ceiling will be required. 2) Corrections all addressed and repairs made. 3) Electrical Final OK 4) No building permit card available Signature Comments: Basement is unfinished at time of electtrical final 1/11/2007 Page 1 of 1 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at .C—S n- --071 Age "" Permit No. 97/5 I have this day inspected this structure and these premises and found the following corrections needed: 2 -;%re- Liou p5tor chezYYIa. 3 / deefaece --gr ad, airs, Graft -tits. J2o r&-/452.0 You are hereby notified that the above correction must be inspected before covering. 003. Date Building Inspector Phone (970) 945-8212 zr- Z122-S46 (0L6) auoyd Jo;oadsw 6uippng 9 0-9-9 alga '£OOS-179£-OL6;e uoi;oadsu! ,o; peo 'apew uaaq meg (s)uoi;oaJJoo uagm '6uuanoo aio;aq pa;oedsui aq ;snw uoi;aaiJoo anoge aq;;ey; pagnou Agway aye noA k 7 ter -h f`ainr '- . 9r 2-1#7rpl al'ratiz`rerr — 00 'OJf (5 -0 rigli/ ni.04 (1 :papaau suol;oa.uoo 6ulmollo; ay; pun(); pue sasiwaJd asaq; pue aJn;an is sly; papadsup Aep slq; aney I /66 .0N llwJad vri p-277 - sa j4E- le paleool qoP Z1Z9-SV6 (0L6) auoyd opeiolo3 `sfupdg poomuaIJ 1.0Z apps pis 1119 806 3311ON NO11332 E03 INMALLI dd3a JNlaitne - a131uHvo AO AlNf1O0 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at .f`!s%7-e-oreVencr Permit No. 9 9/ 3 1 have this day inspected this structure and these premises and found the following corrections needed: 4" , tel �,- , - , ' olk f as / 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 6'1.-0 6 20 Building Inspector Phone (970) 945-8212 COUNTY OF GARFIELD - BUILDING PERMIT CORRECTION NOTICE 108 891 St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at Permit No. 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 corrections have been made, call for inspection at 970-384-5003. Date 20 Building Inspector Phone (970) 945-8212 No -D) Assessor's Parcel Not34M-i;J5C3- Elyc0l Ic* Dale SCJ {R-Nu'u I i\ � y,BUILDINMIT�CJARD� �f, f`1 Job AAAddddddlrrreeesss,555 -39 5- I(�r �l aaM 7 CrL---ee..-ft Thr . -1)e .` . Owner T l I A n I I Addressi0? E Ca .,-n • one #p�$�- 5693) Contractor t C -k_ C,ns_LS-n— Addres • ,--es I - a le-"PTione # 6I7 F-/ 235 S/ cks Front I.� Rear RH LH Zoning �n CIA AA L)0.C� ":"1 INSPECTIONS So est Footing s -.Z3 -G6 22-27, Foundation 1"-'3r-o6� Grout Underground Plum Rough Plumbi Framing Insulation Roofing Drywall le -3-06 •�" Gas Piping q-'o-®roytrt Weatherproofing Mechanical Electrical Rough (State) Electrical Final (State) t / -_22 "-Final /-/-2-07 (Checklist C eted'' L Certificate Occupancy # Dale /— cam- 7 Septic System # Date Final Otherikii':'uj l>/3 NOTES 4/17/7 ,Lead /j -c`[2 t✓ etet,„/,aa j2 Appeydd-L�,t�ez Lt o• (continue on back) BUILDING PERMIT 6ARFIELD COUNTY, COLORADO Date Issued. t15TA*..Zoned Area Permit No A.. .... 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 : nd IMMEDIATELY BECOME NULL AND VOID. Use Addptss9r Le r. ti al Description lb Setbacks Front Side Side Rear This Card Must ne Pt.stcd So It is Mainly ` ''riMe Fro a Tam Street Until Final Inspection. NNW INSPECTION RECORD Footing ,C -a 3 - 06 w7 Driveway Foundation 5-_3/_ '%2 a Underground Plumbing 6-8..069 Insulation 9-25--06 D927 Rough Plumbing 7-A0-06 d9 yyj Drywall jO _ 3-v6illy, Chimney & Vent L" /-/td6 7 , Gas Piping 9 �p--0g?Ifte../9yyj Final /-/z,of fragrinif Septic Final #y/,, Framing 9-n-aEJ)»s (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. THIS PERMIT IS NOT TRANSFERABLE APPROVED Q Dat By��l��t P IF PLACED OUTSIDE - e0R WITH CLEAR PLASTIC