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HomeMy WebLinkAboutApplication-PermitPermit No: GARFIELD COUNTY BUILDING PERMIT APPLI CAT] 0 N 108 8'" Street, Suite 201, Glenwood Springs, CO 81801 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 • `� Parcel/Schedule No41!jt IO' _ ! X307 -6a G 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 SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD comm' PURSUANT TO AUTHORITY GIVEN LN 3028.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONST RUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID, THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES. THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER. BUILDER. AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Garfom.003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): !>�` inC5 3(& (l 6 9 y (L1 Job Address:i< LI `J 0001 7 . /08 A-wk\trweJueWAY C J S, ( 1 Lot No: n Block_No: jSubd. / Exemption: , '] y j ),04 a o F J to c [, � dil"1u n ej-` (.'11 co [)i I I i. e,• < 2 Owner: _ } el-'' FeRi es OonStiz kCli`A4 Lf+ Address r,3 enL/f n e Ph: 8J[n- 5a7 t Wk Ph: .'79-398 (4 3 Contractor Addr ss: 7e FF I ,eWe.1 JVAhRe)12bne- Ph: $7L' -5Q' l LI . No. Qe4+efilte ."5ii683 4 Archt ct/E ine Address: roc. 4RaoC. fta FR c1. Cj.D . kaOr �- Pk Ph: 97 0 -al-11_1e, g2 Lie. No. 41/. 5 - Sq. Ft. of Bu lding: Sq. Ft. of Lot:Height: i t ld .40 ncctia, b /1 No. of Floors: 3_. 6 Use of uilding: /1u, It- FA M i "'-h } 01 ..A.,.ti 4.4..)�e 7 Describe Work: 8 Class of Work: I. New J Alteration o move J Addition J Move 9 10 Garage: ❑ Single '1 Double Carport: U Single 0 Double o Driveway Permit U On -Site Sewage /OM- Disposal S. Site Plan 11 Valuation of Work: $ Adjusted Valuations: S 12 c a dii-etaa.A41 a A-Q,j112,U3 C611A,Vion ., CL-ef-thril-0 4:11, paexikii last 11/4.) 07-e- via Q__, o . NOTICE 1 + A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST ISSUED 6Y THE STATE OF COLORADO.(4) P'. n Check ee: Per "it Fee: /? r THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 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. Total Fee: r� 7,3 9 ' r 3 7 y Dated Permit Issued: I 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 CC �p; Const. Type: COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL jog REGULATING CONST CTION OR THE PERFORMANCE OF Cs N.:.. Ti ,. Zoning: _ Setbacks: Gy i 3bA Manu. Home: ISDS S. & Fee: Si! ,,,,!% , R g-1//,034, v� ' B IG DEFT. PLNG. DEFT. APPR6 FATE APPROVAL/DATE 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 SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD comm' PURSUANT TO AUTHORITY GIVEN LN 3028.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONST RUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID, THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES. THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER. BUILDER. AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Garfom.003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): !>�` inC5 3(& (l 6 9 y (L1 The following items are required by Garfield County for a final inspection: ,. 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; R. 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 OFOCCUPANCY 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, wand the issuance of a Certificate of Occupancy for the dwelling under building permit # Signature BpcontOct2004 Date 9r‘ t 11l .o /U� VALUATION/FEE DETERMINATION Applicant Subdivision Rta.cct Address iff) r -t -41-a Ljg G�J6� Lot/Block Lcif-20 Date f _?,(�, A Contractor I r31 Finished (Livable Area): Main 12, 77 Upper Lower Other 474 Total Square Feet Valuation Basement: Unfinished q12: Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: / /7 /3z, 258.'2,2) = 3 U18, Valuation 517 `i f C7 = 7 3 0 Valuation Decks/Patios: Covered Valuation Open Valuation 24) 1397 72" 12 = g(el Total Valuation M/ 9'0 7• zg 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 arid 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. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property Iines 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 fl. 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 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 ( 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 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes iL 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 . 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes 7\ 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes )( 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 11. Does the building section drawing or other detail include the method ofpositive 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 andnodel and Colorado Phase 1I 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? Ce 1co Yes No � Y1SQ� 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 f, No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes‘F.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 1. No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes f 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 X No 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted without it. Yes No 21, Will this be the only residential structure on the parcel? Yes No If no -Explain: 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes 23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes No 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes �f No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes No 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes x No 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes )( No 29. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes K No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 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 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 I C? 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 )( 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 1C No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcell 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 firree district may require you to submit plans for their review of building department about this requirement) p 9 fire safety issues? Yes No (please check with the 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 my ability. of O Si gnatu Owner Phone: gin_ 31)9.39 g6 (days); Project Name: Project Address: e ?)D ace Date Kilo -5076 -C46Q Ct)r,sS- (evenings) (A (1I oknc.,0a PGA Co81635 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. BprninregFeb2005 7 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-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-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. Applicant _ PLAN REVIEW CHECKLIST pr / . Date ,%/ 6 Building / ✓ Engineered Foundation Driveway Permit Surveyed Site Plan Septic Permit and Setbacks Gradefropography 30% Attach Residential Plan Review List ✓Minimum Application Questionnaire Subdivision Plat Notes Fire Department Review L/Valuation Determination/Fees •Zed Line Plans/Stamps/Sticker Attach Conditions '`-�Appl'cation Signed Plan Reviewer To Sign Application 'parcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Planning/Zoning Property Line etbacks 30ft Strea Setbacks Flood P1.in Buildi Height Zoni g Sign -off Ro.d Impact Fees H 1 A/DRC Approval 6 rade/Topography 40% Planning Issues Subdivision Plat Notes D=77°55'13" \ R=50.00' \ L=68.00' Rebar and Cap - CB=S 88°12'48" E LS No. 11643 CH 62.88' IMPRO I 010,0 / Rebar and Cap LS No. 11643 10.0' Utility Easement � I _ - 25.0' 1 3- \ cJ 13„itdirg Yt di cn 1--'--------------Setbactc di 1 ! a1t ` )-711 1 U1I h 1 1 1 6.0' Lot 20 Block 3 tt 11] TD � !p CI lY' 1 16.0' 0 Telephone Ped. Rebar and Cap LS No. 11643 $ o, C()Py rD ©Mg VIE :5. L=14 , B Y: r,, t 1 BATTLEMENT MESA SERVICE ASSOCIATION ARCHITECTURAL COMMITTEE APPLICATION SUBMITTAL FORM (For New Home Construction) INSTRUCTIONS: This Application & Checklist is to be used for all project submittals to the Battlement Mesa Service Association Architectural Committee (BMSAJAC). This form is intended to assist in ensuring that the application submittal is complete. This will help provide a quicker, more thorough review process. It is recommended that each Applicant thoroughly review the requirements of the current Architectural Standard sthe Amended and Restated Declaration ofCovenantsJincludinwResolutions) and the recorded Final Plat for their respective neighborhood prior to preparing a submittal Applicants preparing a submittal should compare the information they are about to submit with the requirements of this form and "check off' each required item on the form. If any item is not checked, the Application submittal is not complete and should not be submitted. Incomplete Applications will not be processed and will be returned to the Applicant. In addition to the checklist, Applicants should fill in all of the places on the Application Form where information is requested. The Architectural Committee will use this information in evaluating yourApplication. Ifinformation is requested but is not applicable to your specific. project submittal, write "N/A" in the space provided. If some required information is yet to be determined (such as exterior paint colors you may not have yet selected) write "TBD" in the appropriated space provided. You will then be required to make a follow-up submittal with these selections at a later date but before installation in the home. DO NOT fill in any information in the "Conditions for Approval" section of this form. This portion of the form is for Architectural Committee use only. When an Application is complete, please mall or deliver it to the following address: Battlement Mesa Service Association Architectural Committee Application 73-G Sipprelle Drive P.O. Box 6006 . Battlement Mesa, Colorado 81636 The Architectural Committee meets twice monthly on the S" and 3"' Wednesday, and Applications are due one week prior to the Scheduled Meeting Dates for prior review by Committee members. Please contact Jane Chapman at (970) 285-9740 to confirm the next scheduled meeting date or to request further information. We thank you in advance for your cooperation and in complying with the Architectural Standards of the Battlement Mesa Service Association. Adopted and Effective February 1, 2002 BATTLEMENT MESA SERVICE ASSOCIATION ARCHITECTURAL COMMITTEE APPLICATION & CHECKLIST (for New flnie Construction projects) Homeowner: . Add" Home Mailing Address: ►J Home Phone: JA Work Phone (ifdesired): ivjI Project Address: / O a Ha'7 i.4 -DAME 1nlnyLot: 20 ,Block: 3 Subdivision: MoNumar COE+e V1z.Lj4Gi Production HomePlanName (ifapplicable): Homebuilder: JEFF Et GO r r /wc . -J D1ck. Business Mailing Address: 0023 LAPz t Lh 311.x" Co. :1isS7 Business Phone: 874- 5274. and.. 37 ' 2776, Fax(ifdesired): --521! Submittal Date: / DAV* S Estimated Start Date: •3 /o G. Estimated Completion Date: 7/0 SUBMITTAL REQUIREMENTS: Two Copies each of items 1, 2 & 4 need to be submitted. (Check-offitems attached to the Application. Fill in spaces as indicated.) ✓ 1. Site Plan Drawing (I" = 10' or 1" = 20' scale) with the following information shown: ✓ Lot, Block & Subdivision name. Street Address of Project. V 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!! Dwelling Unit Garage Front Setback: 5 LO ati L +, Left Side Setback: 12-/-0 t7,1-0 Right Side Setback: !t r �l 'z N/A Rear Setback: y AtiPt- ✓ Utility Easements. 55' Clear Site -Line at Intersection Corner Lots. 1,--- Site Grading Elevations & Drainage 1/ First (main) Floor Height in relation to top of street curb at front -center of lot. ✓ Driveways (including width of driveway), Walkways, Patios, etc. N !_ Outbuildings. Adopted and Effective February 1, 2002 Ao.Kithki-v-)1Q 2. Architectural Drawings (1/4" =1' or 1/8" =1' scale) with the fallowing information shown. Floor Plan(s) with overall dimensions (fill-in the following square foot areas). First Floor Finished Living Area: Second Floor Fmished Living Area: Lower Floor ed►Living Area: V• F. Total Finished Living Area: Total Unfinished Living Area: Garage Area: 12.7?. ?square feet 74.ICrsquare feet • ?2.1../5 square feet 1772.- T square feet yo. 75 square feet 5l7• 'square feet Building Elevations Plans indicating doors, windows, exterior materials, building height, roof pitch, roof -mounted evaporative coolers, etc. (fill-in maximum might below). Ma.dimum building height to highest ridge line or building structural projection 1404-/015. "feet above top of street curb at front -center of your lot. Engineered (stamped) Foundation Plan. 11/4 Outbuildings indicating dimensions, elevations and overall height to ridge line. 3. Exterior Materials'(fill-in: the selections below): 1I . Roofing Material: sp4# zd- PrimrySidingMatera3: I2 rj/7d,o er, '✓ Accent Siding Material hgtopp, Coior:7» 'tdb Color. Op vel%: D1 Color..,, ,1..1� i 5 _ Color: Pt fi- 4 f//rrE' .01‘,74,05 Color. ✓ TrimMaterial: h,hhailia Masonry Material: N/4 Stucco Materials: Af/A Color. ✓. FrontDoorMaterial: Color: �1 h1 5W L 67 ✓ GarageDoorMateria1: Color, halit _ COLOR SAMPLE COLOR. SAMPLE COLOR SAMPLE . COLOR SAMPLE Adopted and EBecriveFebruary 4 2002 COLOR SAMPLE COLOR SAMPLE 1'P 4. Landscape/Irrigation lisps with the following information: Planting Plan (indicate areas of irrigated lawn, tree placement, shrub beds, ground cover, etc.). Plant Material listing by species of trees, shrubs and grasses. Groundcover Material with weed control barrier. Fences. Other Landscape Improvements (decks, site lighting, flag poles, etc.). j L1� 5. Variance Request (if applicable) Give details below: 6. Residential Construction Monetary.Deposit: I/We hereby acknowledge and understand that our failure to complete Home Construction, Improvement Projects or Landscaping Construction within the time constraints noted in Conditions 2. & 3. On Page 6 of this Application will result in a Notice and Opportunity for a Hearing before the BMSA Board of Directors. If I/We are found in violation of these Conditions at the Hearing it will result in a fine to the Owner of not less than $500.00 per month for each full month'in excess of the allotted completion time frame. 7IWe hereby acknowledge that Home Construction orImprovement Projects or Landscape Construction features which are built in non-conformance with this full application, including the Conditions of Approval noted on Page 6 of 6 herein, I/We will be cited by the BMSA/AC in written citation form at the time of discovery. In extenuating circumstances a Variance may be requested from the BMSA(AC, provided such Variance request item is within the purview and approval jurisdiction of the BMSA/AC. If a Variance is not granted by the BMSA/AC and if the Non -Conforming Items are not corrected within 60 days after the date of written citation, 1./We will be served Notice of a Hearing before the BMSA Board of Directors, and if IPNe are found in violation of these Non -Conforming Items at the Hearing I/We will be fined a minimum of 5500.00 per Non -Conforming Item. Notwithstanding the foregoing, I/We acknowledge that the BMSA Board of Directors and/or Architectural Committee may pursue any legal remedy available in the event of a non-compliance. Adopted and Effective February 7, 2002 lailure to pay fines levied as determined at the Hearing may also result in a Lien being placed on your Property or litigation Process initiated by the BMSA Board of Directors to secure conformance with this full Application and its respective Conditions Of Approval. I/We understand that Architectural Committee approval does not constitute approval of the local building department, drainage design or structural soundness, nor does it constitute assurance that the plans comply with all applicable codes, regulations, ordinances and laws. I/We further acknowledge that any subsequent field changes which I/We may desire to the Hone Construction or Improvement Projects of this original Application Submittal and the original Conditions of Approval issued by the BMSA/AC will require an additional Revised Application Submittal on our behalf, and that IfWe will not proceed with any subsequent field changes until a Revised Conditions of Approval have been issued to us by the BMSA/AC. Owner's Signature(s): 'vmer'sPrintedNames: JV/As. Builder's Sign tore: Builders Printed Name: Date: Date: Adopted and Effective February 7.2002 06 ` ' Date: /PAZ%oS .-JffF .tEe2 O»jsr luc. COPY n This portion of the Application Form is to be completed by the Architectural Committee (not the Applicant). CONDTTTQNS 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). 1. 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 (1) year after the issuance date of this Architectural Committee Approval. 2. The complete landscaping and revegetation of the improved Lot, to specifically include the front. side and rear yard areas, shall be completed no later than six (6) months from the date of the Certificate of Occupancy. 3. 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. r e c2--P/r�p 5. { C:nn7platinn rude Required By 6. 1 . -. Application Approval (IV of Archit By: 4 Committee Members): Application App ' ed for nsiruction su t to the above conditions: By Chairman: for //— Application Denied (Initials of Architectural Committee Members): By: Application Denied for reason(s) stated above: By Chairman: Date: BATTLEMENT MESA SERVICE ASSOCIATION ARCHITECTURAL COMMITTEE 73-G SIPPRELLE DR. BATTLEMENT MESA, CO. 81636 DEAR, COMMITTEE AT• THE REQUEST OFTHE ARCHITECTURAL COMMITTEE MEMBERS I AM ATTACHING LARGER PAINT SAMPLES FOR REVIEW AT YOUR EARLIEST CONVENIENCE. THANK YOU FOR YOUR T JEFFERIES CONSTR CTION INC. z -iic-k)w-Uvz-vng JacA-kA_ w V DATE 11.94/165 RECEIVED FRO OFFOOR REN-C0162P-11. _Le);CVii ACCOUNT PAYMENT BAL. DUE O CASH I FROM a -CHECK OMONEY ORDER f o. 337602 OLLARS TO p.a... 2701' BATTLEMENT MESA SERVICE ASSOCIATION ARCHITECTURAL COMMITTEE 73-G SIPPRELLE DR. BATTLEMENT MESA, CO. 81636 DEAR, COMMITTEE AT THE REQUEST OF.THE ARCHITECTURAL COMMITTEE MEMBERS I AM ATTACHING LARGER PAINT SAMPLES FOR REVIEW AT YOUR EARLIEST CONVENIENCE. THANK YOU FOR YOUR. T FF JEFFERIES CONSTRUCTION INC. ,0, U)CUL-1_ COUNTY OF GARFIELD - BUILDING PERMIT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at SDS Permit No. 99/:il I have this day inspected this structure and these premises and found the following corrections needed: t;57476;4' :79-66_5g 6.(e a -74 - 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 Building Inspector Phone (970) 945-8212 20 C No. - iqM\ Job Address Own Contractor Assessor's Parcel No -7- l t53 el:57r Date S 1 %9CILP WY) BUILDING P MIT�Ar1ID r ' 111M'''- _-alt � etb� ks: Front� 11//C 0�at. a.. $ _l I C_ Rear RH LH Zoning tl Soils Test Footing a'--01' Foundation 8`-/-06' Grout Underground Plumbing Rough Plumbing S- 2_tt1- Framing 11-O- 4 - Insulation (1 - $`O(m k7' Roofing Drywall JR ' -c 6 �1 Gas Piping II- 21)-0 6 kg -rt --- Address L.c fTe Phone #5-7ecr � Address�� �� Phone # 7 INSPECTIONS aui4pA0QL-t4T EXTERIOR Address No. Drainage �~ Decks -support & clearance 10 wood Decks -stairs & rails Exterior locks Flashing around doors &'windows Insect screens INTERIOR GARAGE Fire wall separation Service doors -13/8" min, Door (20 min.) w/auto closer -l% min. Mech. equip. 16" above floor No opening into sleeping area BASEMENT -CRAWL AREA Access Insulation Headroom/Stairs Ventilation NOTES Weatherproofing Mechanical Electrical Rough (State) Electri,9al Final (State) Final Y-ZG -07 /Checklist Completed Certificate Occupancy # '5'6? Date ``! 2C -o Septic System # Date Final Other zs o7 18116- L FINAL CHECKLIST MECHANICAL ROOM Boller Hot water i F.A. gas/oil Floor drain Clearance Air con. system Hot water heater Combustion air Gas piping. valves • LPG Drain FIREPLACE/STOVE Clearance to combustibles Termination of chimney Combustion air Hearth (12" or 20" on sides) Glass doors Certified by: REMARKS (continue on back) STAIRWAYS . Headroom (6'6") Railing & guardrails Width Rise & run KITCHEN Clearance above grill 'Exhaust fan Broiler exhaust (1 hr. chase) BEDROOMS Egress Smoke detector BATHROOMS Exhaust fan Shatterproof glass ~~ OTHER INSPEC11011 WILL NOT BE MADE UNLESS TRIS CAO IS POMO ON THE JOU maE1"' Er. '�alIE( 1.1?s:+31 E}T E. E1r[lltiNSE'Ef EIirr5:3 i BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued "1" 0 to Zoned Area Permit No (1411: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 and IMMEDIATELY BECOME NULL AND VOID. Use Address or Le 0 vneU al D ascription r+ Setbacks b - � C"ontractorn— cr Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing --, ... D6 �� ,v Driveway i n Foundation 6 - / --06' z apo, .' Y - Underground Plum bing 6, 9.4, 6 Insulation -2 --0 .. Rough Plumbing 11.7 a - o t' arA, D .11 AliggirfrAIMINI Chimney & .Vent 11 . 2,p . DI, t3 NV1/4 _�l�' l Gas Piping j l _ 7.D _..1) 6 • k. Final -2 t,_ p `j plik, Septic Final /3 Framing i l . 2,0 -iv , (To include Rodin place acid Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. APPROVED Dates lt" biz BY� IF PI ICED OUTSIDE '-VER WITH CLEAR PLASTIC THIS PERMIT 1S NOT TRANSFERABLE 51.lO l :E,i )j#?f ���1'k'4 i {f'[l�'-ii(r� ',1?E It, � ()lr , lai) f'j4; ' g '' ;': l lt()\ tlia,`-; ,v iii Et� 7 CTLITHOMPSON SOILS AND FOUNDATION INVESTIGATION SINGLE-FAMILY RESIDENCE 108 HAWTHORNE WAY GARFIELD COUNTY, COLORADO Prepared For: JEFFERIES CONSTRUCTION, INC. 0023 LaFranz Lane Silt, CO 81652 Attention: Mr. Jeff Dickey Project No. GS04607-120 September 20, 2005 234 Center Drive 1 Glenwood Springs, Colorado 81601 Telephone: 970-945-2809 Fax: 970-945-7411 TABLE OF CONTENTS SCOPE 1 SUMMARY OF CONCLUSIONS 1 SITE CONDITIONS 2 PROPOSED CONSTRUCTION 2 SUBSURFACE CONDITIONS 2 SITE EARTHWORK 3 Excavation 3 Structural Fill 4 Backfill 4 FOUNDATION 5 FLOOR SYSTEM AND SLABS -ON -GRADE 5 BELOW -GRADE CONSTRUCTION 6 SUBSURFACE DRAINAGE 7 SURFACE DRAINAGE 7 LIMITATIONS 8 FIGURE 1 -APPROXIMATE LOCATIONS OF EXPLORATORY BORINGS FIGURE 2 — SUMMARY LOGS OF EXPLORATORY BORINGS FIGURES 3 AND 4 — SWELL CONSOLIDATION TEST RESULTS FIGURE 5 —GRADATION TEST RESULTS FIGURE 6 — EXTERIOR FOUNDATION WALL DRAIN JEFFERIES CONSTRUCTION, INC. 108 HAWTHORNE WAY PROJECT NO. OS04607.120 SCOPE This report presents the results of our soils and foundation investigation for the single-family residence proposed at 108 Hawthorne Lane in Garfield County, Colorado. The purpose of this investigation was to evaluate subsurface conditions at the site and provide geotechnical engineering recommendations for the planned construction. Our report was prepared from data developed from our field exploration, laboratory testing, engineering analysis and our experience with similar conditions. This report includes a description of the subsurface conditions observed in the exploratory borings, and our opinions and recommendations for foundations and floor systems, and details influenced by the subsoils. If construction plans differ significantly from the descriptions contained in the report, we should be informed so that we can check that our recommendations and design criteria are appropriate. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS 1. Subsurface conditions exposed in our exploratory borings consisted of 6 inches of sandy clay "topsoil" underlain by clayey to silty gravel with relatively thin embedded sand and clay layers and scattered cobbles and boulders to the maximum explored depth of 25 feet. Free ground water was not found in the exploratory pits. 2. We recommend constructing the residence on footing foundations supported by the undisturbed, natural soils. Design and construction criteria for footings are presented in the report. 3. We judge potential differential movement of slabs -on -grade supported by the undisturbed, natural soil will be low. 4. Surface drainage should be designed to provide for rapid removal of surface water away from the residence. An exterior foundation drain should be installed around the buliding. JEFFERIES CONSTRUCTION, INC. 108 HAWTHORNE WAY PROJECT NO. GS04607-120 1 SITE CONDITIONS The site is an open field. The ground surface is generally flat and relatively level. A large incised drainage with Monument Creek in the bottom is to the south of the lot. Existing single-family residences are on the opposite side of the Monument Creek drainage. Vegetation on the lot consisted of sparse grass and weeds. PROPOSED CONSTRUCTION Building plans for the proposed residence were not provided to us. We expect the residence will be a two-story, wood -frame building with an attached garage. A basement will be below the buildings main level. Floors in the basement and garage are anticipated to be slabs -on -grade. Maximum foundation excavation depths will be about 10 feet. Completed wall backfill depth may be slightly more than excavation depth as final grades are adjusted for drainage. Foundation Toads are expected to vary between 1,000 and 3,000 pounds per lineal foot of foundation wall with maximum interior column loads of 30 kips. If construction will differ significantly from the descriptions above, we should be informed so that we can adjust our recommendations and design criteria, if necessary. SUBSURFACE CONDITIONS We investigated subsurface conditions at the site by observing the drilling of two exploratory borings (TH-1 and TH-2) at the approximate locations shown on Figure 1. Subsurface conditions observed in the borings were logged by our representative who obtained samples of the soils. Graphic Togs of the soils observed in the exploratory borings are shown on Figure 2. Subsurface conditions exposed in our exploratory borings consisted of 6 inches of sandy clay "topsoil" underlain by clayey to silty gravel with relatively thin JEFFERIES CONSTRUCTION, INC. 108 HAWTHORNE WAY PROJECT NO. GS04607-120 2 embedded sand and clay layers and scattered cobbles and boulders to the maximum explored depth of 25 feet. Our observations during exploratory excavation operations indicated the natural gravels and sands were medium dense to dense and the natural clay was very stiff. Free ground water was not found in our exploratory borings at the time of drifting. Samples obtained from our exploratory borings were selected for pertinent laboratory testing. Swell/consolidation testing on one sample of the sand and one sample of the clay determined a moderate consolidation potential. A sample of the natural clay selected for gradation analysis contained 11 percent gravel, 32 percent sand, and 57 percent silt and clay size particles. Swell/consolidation test results are shown on Figures 3 and 4. Gradation test results are shown on Figure 5. SITE EARTHWORK Excavations We anticipate excavations for the building foundation and utilities can be accomplished using conventional, heavy-duty excavation equipment. Excavation sides will need to be sloped or braced to meet local, state and federal safety regulations. The gravel and sand soils at this site will classify as a Type C soil and the clay soil will classify as a Type B soil based on OSHA standards governing excavations. Temporary slopes deeper than 5 feet should be no steeper than 1,5 to 1 (horizontal to vertical) in Type C soils and 1 to 1 in Type B soils. Contractors should identify the soils encountered in the excavations and refer to OSHA standards to determine appropriate slopes. Soils removed from the excavation should not be stockpiled at the edge of the excavation. Excavated soils should be placed at a distance from the top of the excavation equal to at least the depth of the excavation. JEFFERIES CONSTRUCTION, INC. 108 HAWTHORNE WAY PROJECT NO. GS04607-120 3 Free ground water was not observed in the exploratory borings at the time of drilling. We do not anticipate excavations for foundations or utilities will penetrate ground water, however, excavations should be sloped to a gravity discharge or to a temporary sump where water from precipitation can be removed by pumping. The ground surrounding the excavations should be sloped to direct runoff away from the excavations. Structural Fill Grading plans were not provided to us. Fill may be required to obtain subgrade elevations for the driveway or exterior concrete flatwork. Areas which will receive fill should be stripped of vegetation, organic soils and debris. The on-site soil is suitable for use as structural fill, provided it is free of organic matter, debris and rocks larger than 4 inches in diameter. A 4 -inch thick layer of densely compacted, Class 6 aggregate base course or similar soil can be used as a leveling course below footings and interior floor slabs, if necessary. Structural fill should be placed in loose lifts of 10 inches thick or less, moisture conditioned to within 2 percent of optimum moisture content, compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. Moisture content and density of structural fill should be checked by a representative of our firm during placement. Backfill Proper placement and compaction of backfill is important to reduce infiltration of surface water and consolidation settlement. Backfill placed adjacent to foundation wall exteriors should be free of organic matter, debris and rocks larger than 4 inches in diameter. Backfill should be moisture conditioned to within 2 percent of optimum moisture .content and compacted to at least 95 percent of Standard Proctor (ASTM D 698) maximum dry density. JEFFERIES CONSTRUCTION, INC. 108 HAWTHORNE WAY PROJECT NO. GS04607-120 4 FOUNDATION We recommend constructing the proposed residence on footing foundations supported by the undisturbed, natural soils. Our representative should be called to observe conditions exposed in the completed foundation excavation to confirm that the natural soils exposed are suitable for support of the designed footings. Recommended design and construction criteria for footings are presented below. 1 Footing foundations should be supported by the undisturbed, natural soils. Soils loosened during excavation or the forming process for the footings should be removed or re -compacted prior to placing concrete. If needed, a maximum 4 -inch thick layer of compacted CDOT Class 6 aggregate base course or similar soil can be placed below footings as a leveling course. 2. Footings supported by the undisturbed, natural soil can be designed for a maximum allowable soil pressure of 3,000 psf. 3. Continuous wall footings should have a minimum width of at Ieast 16 inches. Foundations for isolated columns should have minimum dimensions of 24 inches by 24 inches. Larger sizes may be required, depending upon foundation loads. 4. Grade beams and foundation walls should be well reinforced, top and bottom, to span undisclosed loose or soft soil pockets. We recommend reinforcement sufficient to span an unsupported distance of at least 10 feet. Reinforcement should be designed by the structural engineer. 5. The soils beneath exterior footings should be protected from freezing. We recommend the bottom of footings be constructed at a depth of at least 36 inches below finished exterior grades for frost protection. FLOOR SYSTEM AND SLABS -ON -GRADE Floors in basement and garage areas are anticipated to be slabs -on -grade. Based on our field and laboratory test data and 'our experience, we judge slab -on - grade construction can be supported by the undisturbed, natural soil with low risk of differential movement and associated damage. A leveling course consisting of a 4- JEFFERIES CONSTRUCTION, INC. 108 HAWTHORNE WAY PROJECT NO. G804607.120 5 inch thick layer of densely compacted, Class 6 aggregate base course or similar soil can be used below floor slabs, if necessary. Slabs should be separated from exterior footings and interior column pads with slip joints which allow free vertical movement of the slabs. Plumbing and utilities which pass through slabs should be isolated from the slabs with sleeves and provided with flexible couplings to slab supported appliances. Exterior patio and porch slabs should be isolated from the residence. These slabs should be well - reinforced to function as independent units. Frequent control joints should be provided, in accordance with American Concrete Institute (ACI) recommendations, to reduce problems associated with shrinkage and curling. BELOW -GRADE CONSTRUCTION Foundation walls which extend below -grade should be designed for lateral earth pressures where backfill is not present to about the same extent on both sides of the wall. Many factors affect the values of the design lateral earth pressure. These factors include, but are not limited to, the type, compaction, slope and drainage of the backfill, and the rigidity of the wall against rotation and deflection. For a very rigid wall where negligible or very little deflection will occur, an "at -rest" lateral earth pressure should be used in design. For walls which can deflect or rotate 0.5 to 1 percent of wall height (depending upon the backfill types), lower "active" lateral earth pressures are appropriate. Our experience indicates typical basement walls can deflector rotate slightly under normal design loads, and that this deflection results in satisfactory wall performance. Thus, the earth pressures on the walls will likely be between the "active" and "at -rest" conditions. If the on-site soils are used as backfill, we recommend design of below -grade walls using an equivalent fluid density of at least 45 pcf for this site. This equivalent density does not include allowances for sloping backfill, surcharges or hydrostatic pressures. The recommended equivalent density assumes deflection; some minor JEFFER1ES CONSTRUCTION, INC. 108 HAWTHORNE WAY PROJECT NO. GS04607-120 6 cracking of walls may occur. If very little wall deflection is desired, a higher equivalent fluid density may be appropriate for design. Backfill should be placed and compacted as outlined in the Backfill section. SUBSURFACE DRAINAGE Water from rain, snow melt and surface irrigation of lawns and landscaping frequently flows through relatively permeable backfill placed adjacent to a residence and collects on the surface of less permeable soils occurring at the bottom of the excavation. This can cause wet or moist conditions in below -grade areas after construction. To reduce the likelihood water pressure will develop outside foundation walls and reduce risk of accumulation of water in the basement, we recommend provision of a foundation drain. The drain should consist of a 4 -inch diameter, open joint or slotted pipe encased in free draining gravel. The drain should lead to a positive gravity outfall, or to a sump pit where water can be removed by pumping. A typical foundation drain detail is presented on Figure 6. SURFACE DRAINAGE Surface drainage is critical to the performance of foundations, floor slabs and concrete flatwork. We recommend the following precautions be observed during construction and maintained at all times after the residence is completed: 1. The ground surface surrounding the exterior of the residence should be sloped to convey surface water away from the building. We recommend providing a slope of at least 6 inches in the. first 5 feet around the residence in landscaped areas. 2. Backfill around the exterior of foundation walls should be placed in maximum 10 inch thick loose lifts, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. 3, The residence should be provided with roof gutters and downspouts. Roof downspouts and drains should discharge well beyond the limits JEFFERIES CONSTRUCTION, INC. 7 108 HAWTHORNE WAY PROJECT NO. GS04607-120 SCALE: 7 • 2Cy Construction, Inc WaY Project Na. OS0 sol -1 2t3 Approximate Locations of Exploratory Borings meg. Depth In Feet Project No. GS04607-120 clay "topsoil", organics, slightly tan. clayey to silty with relatively thin nd clay lenses and cobbles and s, medium dense to dense or very mist, tan, brown. (GP, GM, SC, CL) ample. The symbol 31/12 s that 31 blows of o 140 hammer failing 30 inches )quired to drive a 2.5 inch ilifornla sampler 12 is bulk sample from auger ►ry borings were drilled on !4, 2005 with 4—inch solid—stem auger and a ounted drill rig. Exploratory were backfilled immediately lling operations were .d. s of exploratory borings are nate. ground water was found in oratory borings at the time g. cploratory borings are subject to anations, limitations and )ns as contained in this report. Fig. 2 COMPRESSION % EXPANSION -10 ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO WETTING 0.1 1.0 10 APPLIED PRESSURE - KSF 100 Sample of SAND, SILTY (SM) NATURAL DRY UNIT WEIGHT= 119 PCF From TH-1 AT 14 FEET NATURAL MOISTURE CONTENT= 6.2 % PROJECT NO. GS04607-120 Swell Consolidation Test Results FIG 3 COMPRESSION % EXPANSION -10 -11 -12 ... ADDITIONAL cqmprzsioN UNDER, CONSTANT PRESSURE DUE TO WETTING 0.1 1.0 10 100 APPLIED PRESSURE - KSF Sample of CLAY, SILTY (CO NATURAL DRY UNIT WEIGHT= PCF From TH-2 AT 4 FEET NATURAL MOISTURE CONTENT= 25.7 % PROJECT NO. GS04607-120 Swell Consolidation Test Results FIG. 4 PERCENT PASSENG 8 8 8 8 g HYDROMETER ANALYSIS 1 SIEVE ANALYSIS 25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SOLJARE OpENINGS 45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. *200 *100 *50 '40 '30 96 '10 *8 '4 3/5" 3/4" 1W 3' 5** 8' ,An MMEMENEUREMM HYDROMETER ANALYSIS SIEVE ANALYSIS 1 -IR. MIN. 7 HR. TIME READINGS 15 MIN. 60 MIN. 19 MIN, 4 MIN. 1 MIN, *200 U5. STANDARD SERIES CLEAR SQUARE OPENINGS "100 '50 '40 '30 '16 10 'll *4 3/8" 3/4" 114" 3' 5" 6" 8" n - ME EMI Mil PERCENT PASSING 8 8 88 18 8 EMEMMEMMEM MMEMMEMEMEMENEEMMI EMENNEMEN MMENEMENNEEM EMEMEMME EMEMMEMMEEMMEMEMMI MEMMMMEIMMMRMMI EMU M i MENNEMIN/ , 88 8 o a a t 8 PERCENT RETAINED . .... _ . ... ............. , .. , . g a a a a t z PERCENT RETAINED , .001 0.002 .005 .009 .019 .037 .074 .149 .297 .590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 127 200 042 152 DIAMETER OF PARTICLE IN MILLIMETERS TO SILT SANDS GRAVEL 1 CLAY (PLASTIC) (NON -PLASTIC) FINE MEDIUM COARSE _ FINE 1 COARSE 1 COBBLES , _ '- ...... , :- ---- ' . .--- .... . . , •-• ... .. _ I. -- I- ..._ . . . .. , --- . - 4 ...... 1, .1 , 0.002 .005 .009 .019 .037 .074 .149 .297 .590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 127 20u 0.42 152 DIAMETER OF PARTICLE IN MILLIMETERS CLAY (PLASTIC) TO SILT (NON SANDS GRAVEL-PLASTIC) FINE I MEDIUM I COARSE FINE I COARSE I COBBLES Sample of CLAY, SANDY (CL) From TH-1 AT 9 FEET GRAVEL 11 % SAND 32 % SILT & cLAY 57 % LIQUID LIMIT - % PLASTICITYINDEX - Sample of 0 From PROJECT NO,GS04607-120 GRAVEL SILT & CLAY PLASTICITY INDEX % SAND % LIQUID LIMIT Gradation Test Results FIG. 5 HYDROMETER ANALYSIS 1 SIEVE ANALYSIS 25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES CLEAR SOLJARE OpENINGS 45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. *200 *100 *50 '40 '30 96 '10 *8 '4 3/5" 3/4" 1W 3' 5** 8' ,An MMEMENEUREMM - ME EMI Mil PERCENT PASSING 8 8 88 18 8 EMEMMEMMEM MMEMMEMEMEMENEEMMI EMENNEMEN MMENEMENNEEM EMEMEMME EMEMMEMMEEMMEMEMMI MEMMMMEIMMMRMMI EMU M i MENNEMIN/ , MMEMM MEM= MEM= ... ............. , .. , . g a a a a t z PERCENT RETAINED , .001 0.002 .005 .009 .019 .037 .074 .149 .297 .590 1.19 2.0 2.38 4.76 9.52 19.1 36.1 76.2 127 200 042 152 DIAMETER OF PARTICLE IN MILLIMETERS TO SILT SANDS GRAVEL 1 CLAY (PLASTIC) (NON -PLASTIC) FINE MEDIUM COARSE _ FINE 1 COARSE 1 COBBLES Sample of 0 From PROJECT NO,GS04607-120 GRAVEL SILT & CLAY PLASTICITY INDEX % SAND % LIQUID LIMIT Gradation Test Results FIG. 5 SLOPE PER REPORT BACKFILL (COMPOSITION AND COMPACTION PER REPORT) BELOW GRADE WALL SLOPE ENCASE PIPE IN WASHED PER CONCRETE AGGREGATE (ASTM OSHA C33, NO. 57 OR NO. 67) EXTEND GRAVEL TO AT LEAST 1/2 HEIGHT OF FOOTING. COVER GRAVEL WITH FILTER FABRIC. NOTE: DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTTOM OF FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. REINFORCING STEEL / PER STRUCTURAL DRAWINGS -.-- - SLOPE TO orwri 8" MINIMUM OR BEYOND 1:1 SLOPE FROM BOTTOM OF FOOTING, (WHICHEVER 15 GREATER) " MINIMUM 4 -INCH DIAMETER PERFORATED DRAIN PIPE. THE PIPE SHOULD BE LAID IN A TRENCH WITH A MINIMUM SLOPE OF 0.5 PERCENT. Project No. GS04607-120 PROVIDE POSITIVE SLIP JOINT BETWEEN SLAB AND WALL. FLOOR SLAB FOOTING OR PAD PROVIDE PVC SHEETING GLUED TO FOUNDATION WALL TO REDUCE MOISTURE PENETRATION Exterior Foundation Wall Drain Fig. 6 PROJECT NO. GS04607-120 TABLE 1 SUMMARY OF LABORATORY TEST RESULTS BORING DEPTH (FEET) NATURAL MOISTURE (%) NATURAL DRY DENSITY (PCF) ATTERBERG LIMITS UNCONFINED COMPRESSIVE STRENGTH (PSF) SOLUBLE SULFATES (%) PASSING NO. 200 SIEVE (%) SOIL CLASSIFICATION SWELL" (%) LIQUID LIMIT (%) PLASTICITY INDEX (%) TH-1 9 10.2 122 57 CLAY, SANDY (CL) TH-1 14 6.2 119 -3.6 SAND, SILTY (SM) TH-2 4 25.7 -3.0 CLAY, SANDY (CL) *Note. Swell due to wetting under an applied load of 1,000 psf. Negative values indicate consolidation_ Page 1 of 1 Garfield County Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address CI)c c-Ct LSC Z _ P NO. C' i Nature of Work Buildin Permit ate..) Use of BuiidinaE' Contractor J ems' qTht« Amount of Permit $ �,� Date Clerk I-bL