Loading...
HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 'i cfo1 - (g3 O p f r G Na. 8647 Glenwood Springs, CO 81601(970) 945-8212 Job Address1S 116 raoirtS2)._.., . Nature of Work Building Pesniut i Use of Building Own Contractor : 0.er Amount of Permits a _ Date (Vaa 0.b CIerk GARFIELD COUNTY BUILDING PERMIT APPLICATION TBL PHO1�iE: (970) 945-$212 GARFIELD COUNTY (CLENWOOD SPRINGS), COLORADG q�\PERIVIIT NO. ooti C 5710P2ee_ If- i0E ADDRESS: 0 C �� >y ti✓? i+r �j� LOT NO. /2 BLOCK NO. 12 - 2 3 oiVfFEtN�reizejobi es' e CONRtACIOk t'� l��Esc� ictiry 44 INSPECTION LINE: (974) 3 8 5003 PARCEL/SCHEDULE N 67 — e3 -00E- 0 Id-. AODasss `f 86 Ve lie/ CO AL1" C -23.55.-15-S ADD E13 O D V44G 1q ADD 277 era 5$. i9ae/5' I ease4 s° 5 sQ osatmDn:Nf.'_ J"AL sq. vi•oaTAT 7-79 (� S '17; ��HF� d L"i 4 ti / 6 useoneuiwmtri� �l y, c, /� lE c, rYt � 1 a� �rJ W d1 � c� ''� ��� �. � G��.� 7 D vcursw° �:: Lbh 51.1` y. G �' 1�1� r7 l'e 4.1 d'j/ 4,e1/:. te1 4 4'44 a, 962,49 e 8 .CLA33OPWOX DADDIiintN aALVMATroN `lo12E0-. UCNO2 5.7 t NO.OBF7A0115 2, 9 10- db* WAY2FA�T „! •.•11,tm-- CAAPOaY; aMONE pealar:BSENAcaDssPaoALIS rnC) 0DOUBLE� osAggLAN VALVAFtONOFWOI((:;1 8PEM/.CO NDntmoN*: Ami V.ELLIJATIO?L•S 13 / 331.. CM NOTICE A SSPARATB ELECTRICAL PERMIT IS REWIRED AND MUST SS ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZE) IS NOT COMMENCED WITIEN 180 DAYS, ORIF CONSTRUCTION OR. WORK IS SUSPENDED OKABANDONED FORA PERIOD OF 110 DAYS AT ANY TIME AFTER WORD IS COMMENCED. I -HEREBY CERTIFY THAT I HAVE READ AND EI{AMDZED THIS APPLICATION AND KNOW TIM SAME TO BE TRUE AND CORRECT, ALL PROVISIONS OF LAWS GOVIiRNINGTIS TYPE OF WORK WILL BE COMPLIED WITHWIJETHER SPECIFIED THEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY DIVER STATS 0$ LOCAL LAW REGUTATING CONSTRUCTION OR THE PERFORMANCE OF —TWIT N. /1 Aler or author i zed agent 11110-, verAlte PLAN�CKFEE: _ r ' w CS FEE: } . ' ., 744.318 4--rix6,- - /)72_,9 " TOTAL 2029.`3'7 DATE PERMLT ISSUED: OCC: CROUP: Z-3 0-1tt.a Min::TYPE: Building Dept A 'ZONING: M1IANIJ HOME: AGItEEL11EI4T PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, C+-TTRACT AND/OR. THE AAiaFT OP THE. COIST(tAGTORL OR OWNER TO CONSTRUCT TSS STRUCTURE A DETAILED ON PLANS AND SPECIFICATIONS SUBMCITED TO AND REVIEWED BY TM BUII.IJINGDEPARINBaki'T. IN CONSIDERATION OF THE ISSUANCE OF THIS 1853411.111E SIGNER BE5EDY AGREES TO COMPLY H TIL ALL BUILDING CODES AND L' II) USE REGULATIONS ADOPTED B` reinn COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.21.20I CRS AS AMENDED. THE S1Gt ERFUItTBERAGREES THAT MITE ABOVE SADO ORDINANCES ARE NOT FULL' COMPLIED WITH D1 THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, TUE PERMIT MAY THEN BE REVOKED BY NOTICE FROD 11 -IL COUNTY ANDWAT THEN AND THERE IT SHALL RErOMENULL AND VOID TEE ISSUANCE OF A PEEMIT BASED UPON PLANS, SPECIFICATIONS AND OMEIR DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRLNG THi CORRECTION OF ERRORS INT SAID PLANS, SPECIFICATIONS AND OrT-2B.R DATA OR FAO P1.EVEN8QTG BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN D VIOLATION OF THIS CODE OR ANY OTTIER ORDINANCE OR REGULATION OFT IS IURISDICTION, THE REVIEW OF TI& SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CON18ICIED THEREAFTER • )OES NOT CONSTXTUTE RESPONSIBILITIES OR LIABILITIES BY GARFIELD. COUNTY FOR ERRORS, OMISSIONS OK DISCREPANCIES., TEE. RESPONSIBILITY FOR THESE DIMING CONSTRUCTION MIS SPECIFICALLY WIIIIT EARCHITECT.DES8.18ER,BUILDER-ANTI OWNER. COMMENTSARE INT DEDTOBECO OF DIE OWNERS INTEREST. Carfaco.oce IHER1BY'ACKNOWLEDGETFFATIRAVE MADAM) 1 ERSTANDTFiEAGREEMENTABOVE. 1 • ) SETBACKS: t Trantui ISDN : 94.00 --e AN ACCEPTANCE OF AN' AND iMPLEMENTATIOI N VATIV.E AND IN SUPPORT 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. A complete bathroom, 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 1997 UBC 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. OF A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE, OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupan_c..X, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # Z5 * \ /4/-; Signature Date Bpcont482002 VALUATION/FEE DETERMINATION Applicant a4c 4s'4J Address /45 f Wi QY Date 2 44-(nr, Finished (Livable Area): Main 949 6 Upper 626. Lower T L Other Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Subdivision filo Creek- J Lot/Block La- i 2 31ojs 1 Ales Contractor 6oca14?-4' 496 .. /6 =, 8,10 Valuation qq4 g 9 = g"7 Decks/Patios: Covered 108 ,p 24 - Valuation Open Valuation 100 v / 2592, /20 0 J 0 q, (7 17 .LI Total Valuation ) 3 ) 33 Building Permit Fee 1 1 Z , 9 Plan Review Fee 7/P2,, 'fig Total BP & PR 1931;-.77, : p-/ Zo 79,37 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale, 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. 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. 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, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, and a 36 inch frost depth. All sheets to be identified by number and indexed. A11 of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed sprveyor and has the surveyors signature and professional stamp on the drawing? Prope 'es with slopes of 30% or greater must be shown on the site plan. Yes 2. Does the site plan also include any other buildings on the property, setback easements and utility eaOnents? 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 operties), streams or water courses? Yes VV 4, Does the sit plan indicate the location and direction of the County or private road accessing the prope Yes 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing 4teel in accordance with the uniform building code or per stamped engineered design? Yes 1/ 2 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces ar d 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's and. soffits? Yes 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wijid loads? Yes ��// 9. Does the plan 'nclude a building section drawing indicating foundation, wall, floor, and roof construction? Yes ti 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof ra ers or joists or trusses? Yes V 11. Does the build'ng section drawing or other detail include the method of positive connection of all column and beams? Yes t 12. Does the plan indicate the height of the building or proposed addition from the highest point of the building addition measured at mid span between the ridge and the eave down to existing (undi i°urbed) grade contours? Yes 11 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and mo el and Colorado Phase II certifications or phase II EPA certification? Yes C No 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes (� No 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping ooms and/or basements comply with the requirements of the Uniform Building Cos Yes t�� No 16. Does the pl include a window schedule or other verification that windows provide natural light and ve tilation for all habitable rooms? Yes 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 . afety glazing for these areas? Yes No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on t)e 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? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architecture committee deny or reject your building plans? Yes No 21. Will this be )lie only residential structure on the parcel? Yes V No If no -Explain: 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes t� 23. Do you under tand that the minimum size a home can be on a lot is a 20ft. x 20fi.? Yes No 24. Have you designed or had this plan designed while considering building and other constructio code requirements? Yes } No 25. Does the pi accurately indicate what you intend to construct and what will receive a final inspection the Garfield County Building Department? Yes No 26. Do you understand that approval for design and/or construction changes are required prior to the applic tion of these changes? Yes r No 27. 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 pe it? Yes No 28. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoons. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. Yes V No 29. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy an occupancy of the building? Yes i No 30. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the project co plying with the Uniform Building Code? Yes t jii No 31. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stat'fig one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes No 32. 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 ofapplicable inspection. Yes tom-' No 5 4 33. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to issuance of a building pe t? Your attention in this is appreciated. Yes No I hereby acknowledge that I have read, understand and answered these questions to the 1 of my ability.--\ Signature Date Phone: ¶'D_ S (days); Project Name: Project Address: Notes: (evenings) If you have answered "No" on any of the questions, you maybe 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 maybe placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpminreq 08/2002 • .- �5' 444 LOT BEST COPT DEC. 3.2002 4:06PM BATTLEMENT MESA CO 4. NO.694 BATTLEMENT MESA SERVICE ASSOCIATION ARCX�TECTURAL COMMITTEE APPLICATION CHECKLIST U�AL (for New Home Construction projects) P.7 Homeowner: A Q • lr'ci. 4 d Horne Mailing Address: 7 c G U� C r o. vri./ c++t � ° • „ .. r HaznePhone: Work Phone(ifdesired): 9 ' 1t twos"'f " Project Address; P aRY•d Sa a [rK Production Home PlanName (if applicable): Homcb der:G rn. c ' Rw ecm4' BusinessPhone: -5. 32 5-3 Submittal al Date; - Estnx ted StartDaate: /t� 0k Estsr ed CompletionAate: -245103 . Lot: l z Block: (2. Subdivision: a'n� eK C,���' VM �a A. u�a�sr5 ��✓� 3 € ,d A 41 c r Fax (ifdessred): o 2- 3 0 (0 SUBMITTAL REQUIREMENTS: Two Copies each of items I, 2 & 4 need to be submitted. (Check -off items attached to the Application. Min spaces as indicated.) V 1. Site Plan Drawing (1" = 10' or 1" 20' scale) with the following information shown: Lot, Block & Subdivisionname• Street Address of Project. line to the Building Setback Lines (also fill-in the shortest distance between property exterior wall closest to that property line). Please be awan that aIl Building Setback Lines are taken from your rroperty Line Pins!! Your Property Line is NOT the Curb Line!! Front Setback: Left Side Setback: Right Side Setback: Rear Setback: Dweitinkunit cg5— Coa •%5— ✓ Utility Easements. !� 55' Clear Site -Line at Intersection. Comer Lots. Site Grading Elevations & Drainage. Floor Height in relation to top of street curb at front -center of lot. •. First (main) � Driveways (including width of driveway), Walkways, Patios, etc. Outbuildings. Adopted aridEf cdvc February I, 2002 —DEC. 3.2002 4:06PM BATTLEMENT MESR CO NO.694 P.8 2 Architectural Drawings (114" = l' or lig" i.' scale) with the following u ormadoxi Shown. J Floor Plan(s) with overall dimensions First Floor Finished Living Area: Second Floor Finished Living Area: . Lower Floor Finished Living Area: Total Finished Living Area: (ffil-inthe following square foot areas), 57:71.44:54square feet f7 square feet square feet S�3 square feet Total Unf hished Living Area: square fest Garage Area; square feet ]wilding Elevations Plans indicating doors, windows, exterior materials, building height, roof pitch, roof -mounted evaporative coolers, etc, (fli-in maximum hetet below). Ma.�:vim g height to highest ridge line or building structural projection. bindin feet above top of street curb at front -center of your lot. Engineered (stamped) Foundation Plan. Outbuildings indicating dimensions, elevations and overall height to ridge line. 3. Exterior Materials (fill-in the selections below): Roofing Material: ?c2 1' i ' te PrimarySidingMaterial: ,[/ f ec. Accent Siding Material: Nev,/ TrrmMater "e (. ted Masonry Material: Stucco Materials: FrontDoarl iaterial: e i i/ -55 GarageDoorlviaterial: LI' ,pet /fox 1 COLOR SAMPLE COLOR SAMPLE Color. Color: Color: Color: Color: Color. Color' Color: COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE69*. cgy.ts P �)�, Adopted and Effective Peb,UQN 1, 2002 SEC. 3.2002 4:06PM BATTLEMENT MESA CO _t1 d 4. Landscape/Irrigation Plans with the fallowing 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. Groundoover Material with weed control barrier. Fences. Other Landscape Improvements (decks, site lighting, flag poles, etc,). NO.694 P.9 5. Variance Request (if applicable) Give deals below: 6. Residential Construction Monetary Deposit Me herby acknowledge and understand that our to completeiome Construction, Improvement �On Page Projects or Landscaping Construction within the time constraints Hearing beforeConditions he B1 SA Board of 6 of this Application will result in a Notice and Opportunity e Directors. If IfWe are found in violation of these Conditions at the Hearing it win all t edlt in al�$noti he Opwner of not less than SS00.40 per month for each full month in excess of theframe. Construction orImprovement Projects or Landscape Construction Y/We hereby ackuowledge that Home features which are built in non-conformance with this full application, including the Conditions of Appoval time of noted on Page 6 of 6 herein, VWe will be cited by the BMSA/AC in written citation form at the discovery.In extenuating circumstances a Variance may be requested � on � he BMSAlA�m the � the purview and approval j provided such Variance request item is within P corrected within are not If a Variance is not granted by the BMSAJAC and if the Non-ConItems bre notro BMSA Board 60 days meter the date of written citation,citation,UWewill be served Notice of a Hearing d if I/We are found in violation of these Non -Conforming Ite at the Hthe earing ginM l ofl Directors, an Item. Notwithstan lug be fined a minimum of 5500.0 per Non-Catsfor�g a ursue any lege! acknowledge that the BMSA Board of Directors and/or Architectural Committee may P remedy available in the event of a non -comp Adapted and $Jtctiie February 7, 3002 `DEC. 3.2002 4:06PM A BATTLEMENT MESA CO NO.694 P.10 $'allure 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 Y P � royal. full. Application and its respective Conditions Of App iIW e understand that Architectural Commitee approval does not constitute cproaloea l building department, drainage design or structural soundness, nor does its cmt the plans comply with. all applicable codes, regulations, ordinances and laws. e If We further acknowledge that any subsequent field changes Suwhich JJWittal e and the ai- desiremay to thedHome Construction or improvement Projects of this original Application ions by the BMSA/AC will airs an additional Revised Application Submittal on our b Aan at isst ed I(W will not proceed with any subsequent field changes until a Revised Conditions of behalf, and th•i Approval have been issued to us by the BMSA/AC. Owner's Printed Names: Builder's Signature:______©3:1-1A Builders PrintedName: .4dopfcd arrd Eti'ecslvs re5maly 7, 2002 /9-2e r Date: Date; vz, Date: �d o�- DEC. 3.2002 4107PM 4 BATTLEMENT MESA CO NO.694 This portion of the Application Form is to be completed by the Architectural Committee (not the Applicant). P.11 • C NDIONS OF APPROVAL or DISAPPR VAL 1. No sitework ar banding construction may proceed on any Lot (including 110 preliminary site clearing, grubbing, grade alteration, Storing of material, foundationexcavation,eArchitectural Committ ee andound h� butilitieen es, etc.) until the Project has received a Project approval from 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 ct shallDepabe omp1nt no tedx and shall n.ou t have issued a Certificate of Occupancy from the O r ield Countyu� year after the issuance date of this Architectural Committee Aprnraval. and rev a etation of the improved Lot, to specifically include the frogside and 3. The complete landscaping shall completed. no later than six (6) months from the date of the Certificate of dear yard areas, shall be Occupancy. 4. If the selection of colors and /or landscaping plans are not i the missing items, this application they must be submitted for approval before any action is taken to msta 5. 6. 7. r1 Application pprovai (1 ' ials of ,A.rcbit al Committee Members); Application App By Chairman: to the above conditions; Application Denied (Initials of Architectural Committee Members); By ' Application Denied for reason(s) stated above: By Chairman: Page 6 of 6 Date: _ il9AA Date; PLAN REVIEW CHECKLIST Applican p s 4 Bate 2-403 Building Engineered Foundation mcg, Driveway Permit urveyed Site Plan yti i 4. Septic Permit and Setbacks / Grade/Topography 30% --Plan review -File Notes Attach Residential Plan Review List Minimum Ap licati•n uestionnaire Subdivision Plat Notes /4(4. Fire Department Review k_./Valuation Determination/Fees ---'11e-c--1 Line Plans/Stamps/Sticker got, Attach Conditions ✓Apel cation Signed Plan Reviewer To Sign Application �'arellSchedule No. M , . 40# Snowload Letter- Manf. Hms. Planning/Zoning t/ Property Line Setbacks 30ft tream Setbacks Flo d Plain Builfng Height Zoning Sign -off • Subdivision Plat Notes Road Impact Fees 4.----11-0A/DRC Approval Grade/Topography 40% Planning Issues GENERAL NOTES: C,14-40.01 APirrowiett G R, r cJ S D '7'_ W4444170-4 014 p C44.t.l..S gee -token -m.4 J fir-/ RR. 3,1 irm). � . GRAND JUNCTION LINCOLN DeVORE, Inc. GEOTECHNICALENGINEERS —GEOLOGISTS 144I Motor St. Grand Junction, CO 81505 April 3, 2003 Grace Homes 786 Valley Ct. Grand Junction, CO 81504 Re: Open Excavation Observation 105 Ponderosa, Battlement Mesa, CO .F.6 TEL: (970) 242-8968 FAX: (970) 242-1561 As requested, Grand Junction Lincoln DeVore personnel have completed a foundation excavation evaluation at the above referenced site on 3-24-03. The purpose of this observation and evaluation was to determine the type and condition of the soils on the site and to relate their engineering characteristics to foundation reactions of the proposed structure. This letter contains general recommendations for construction of a residential foundation, but is not a foundation design and may not be used as such. Our conclusions and recommendations for this site are presented below. Soil Classification: The soils at foundation level on this site visually classified as nonplastic silt with occasional gravel, cobble and boulder sized fragments of basalt. These soils exhibit slight to moderate collapsible properties. This upper soil is believed to be in excess of 20 feet thick below the foundation excavation. The allowable bearing capacities of the upper soils on this site, after wetting and compaction of subgrade soils and structural fill, are 1700 psf maximum and 150 psf minimum. In-place soil density tests were taken within the building over excavation on 3-24-03 and 4-1-03. These 8 in-place soil density tests indicate the wetted, reworked subgrade soils have a dry density ranging from 97 to 102 pounds per cubic foot. Densities of this ]magnitude indicate these reworked soils, in near proximity to the footings, do not possess moderate compressible or possible collapsible properties. No soft areas were indicated by the final density tests taken on 4-1-03 nor were soft areas observed by personnel of Grand Junction Lincoln DeVore on that date. Unless specifically noted, this site observation, any associated testing and the reworking/compaction of the soils at fotndation level, addresses only the soils within 1 to 2 feet below the bottom of the building foundation excavation. It is possible that soil conditions which may affect the performance of this foundation system are present below the depth of soil compaction by the contractor and the testing performed by Grand Junction Lincoln DeVore. The grading and drainage recommendations are considered very important for the long term stability ofthis foundation system and the structure. The soils on this site consist of an alluvial debris fan deposit which is quite thick and extremely stratified. This debris fan originates on the middle and upper slopes of Battlement Mesa to the east southeast, along the Battlement Creek and Monument Gulch Drainages. The stratification within this debris fan feature ranges from silt, sandy silt and silty clay in the finer portions and gravely silty clays to silty gravel, cobbles and boulders in the coarser portions. Many strata of the finer -grained soils are of to very low density and exhibit compressible and metastable (collapsible) properties. Man-made Fill: Soils within the original excavation appear to be native to the site. Personnel of Grand Junction Lincoln DeVore observed the recently placed structural fill on the above referenced site on 4-2-03. The structural fill was found to consist of approximately 12 inches ofnative reworked silts and slightly gravelly silts. In-place soil density tests taken on the structural fill indicated that compaction was either equal to or in excess of 90% of the modified proctor density (ASTM D-1557) for these materials. Grace Homes Open Excavation Observation, 105 Ponderosa, Battlement Mesa, CO April 3, 2003 Page 2 Soil Moisture Conditions: The soils at foundation level within the original excavation were believed to be dry to damp, based upon site conditions and our experience in this area. No free water was noted in the excavation. Some moisture was added to the soils in the excavation by the contractor in order to obtain proper compaction. Foundation Type Recommended: Assuming that some amount of differential movement can be tolerated, then a conventional shallow foundation system, underlain by 12 inches of native silts and gravelly silts which have been compacted as structural fill, placed in accordance with the recommendations contained within this report may be utilized. The foundation would consist of continuous spread footings beneath all bearing walls and isolated spread footings beneath all columns and other points of concentrated load. Such a shallow foundation system, resting on the properly constructed structural fill, may be designed on the basis of an allowable bearing capacity of 1700 psf maximum and 150 psf minimum. Recommendations pertaining to balancing, reinforcing, drainage, and inspeetion are considered extremely important and must be followed. Contact stresses beneath all continuous walls should be balanced to within + or - 200 psf at all points. Isolated interior column footings should be designed for contact stresses of about 150 psf less than the average used to balance the continuous walls. The criteria for balancing will depend somewhat on the nature of the stricture. Single -story, slab -on -grade structures may be balanced on the basis of dead load only. Multi story structures may be balanced on the basis of dead load plus one half live load, for up to three stories. Voids BeneathFoundationWalls: Voids arenotrequiredtomitigateexpansive pressures, but may be used to attain proper balance around the structure. Reinforcing: The foundation shall be reinforced as shown on the foundation design. No changes shall be made to this placement of reinforcing without written approval of the design engineer or architect. All foundation stem walls should be designed as "grade beams" capable of spanning at least 12 feet. Where the foundation stem walls are relatively shallow in height, vertical reinforcing will not be necessary. However, in the walls retaining soil in excess of 4 feet in height, vertical reinforcing may be necessary to resist the lateral pressures (restrained: case) of the soils along the wall exterior. To aid in designing such vertical reinforcing, an equivalent fluid pressure (E.F.P) on the order of 40 pef would be appropriate for the native soils. Floor Slabs: Non -Structural floor slabs on grade, if any, should be positively separated from all structural portions of this building and allowed to float freely. Frequent scoring (control joints) of the slabs should be provided to allow for possible shrinkage cracking of the slab. These control joints should be placed to provide maximum slab areas of approximately 200 to 360 square feet. Any man-made fill placed below floor slabs on grade should be compacted to a minimum of 90% of its maximum Modified Proctor dry density, ASTM D-1557. These soils should be placed at a moisture content conducive to the required compaction (usually Proctor optimum moisture content +2%). Drainage and Grading: Adequate site drainage should be provided in the foundation area both during and after construction to prevent the ponding of water and the wetting or saturation of the subsurface soils. We recommend that the ground surface around the structure be graded so that 'surface water will be carried quickly away from the building. The minimum gradient within 10 feet of the building will depend on surface landscaping. We recommend that paved areas maintain a minimum gradient of 2%, and that landscaped areas maintain a minimum gradient of8%. It is further recommended that roof drain downspouts be carried at least 5 feet beyond all backfilled areas and discharged a minimum 10 feet away from the structure. Proper discharge of roof drain downspouts may require the use of subsurface piping in some areas. Under no circumstances should a 'dry well discharge' be used on this site, Grace Homes Open Excavation Observation, 105 Ponderosa, Battlement Mesa, CO April 3, 2003 Page 3 unless specifically sited by a Geotechnical Engineer. Planters, if any, should be so constructed that moisture is not allowed to seep into foundation areas or beneath slabs or pavements. The existing drainage on the site must either be maintained carefully or improved_ We recommend that water be drained away from structures as rapidly as possible and not be allowed to stand or pond within 15 feet of the building or foundation. We recommend that water removed from one building not be directed onto the backfill areas of adjacent buildings. Should an automatic lawn irrigation system be used on this site, we recommend that the sprinkler heads, irrigation piping and valves be installed no less than 5 feet from the building. In addition, these heads should be adjusted so that spray from the system does not fall onto the walls ofthe building and that such water does not excessively wet the backfill soils. It is recommended that lawn and landscaping irrigation be reasonably limited., so as to prevent undesirable saturation of subsurface soils or backfilled areas. Several methods of irrigation water control are possible, to include, but not limited to: * Metering the Irrigation water. * Sizing the irrigation distribution service piping to limit on-site water usage. * Encourage efficient landscaping practices. * Enforcing reasonable limits on the size of high water usage landscaping within 5 feet of the building or foundation. * Incorporating `xeriscaping' landscaping and irrigation techniques. A plastic membrane placed on any Crawlspace ground surfaces may retain/trap excessive amounts of water beneath the membrane. Nurture moisture problems develop or are anticipated, the Foundation Design Engineer or the Geotechnical Engineer may require that the membrane be partially or completely removed from the crawlspace area. Provided all recommendations found herein pertaining to site surface drainage, grading and soil compaction are closely followed, a perimeter foundation drain would not be required. For fully finished basements, however, the use of a perimeter foundation drain, would significantly reduce potential moisture related problems which can arise from subsequent area development. Backfill: To reduce settlement and aid in keeping water from reaching beneath this building, all backfill around this building should be mechanically compacted to a minimum of 90% of its maximum Modified Proctor dry density ASTM D-1557. The only exception to this would be the components of the perimeter foundation drain, if any. All backfill should be composed of the native soils and should not be placed by soaking, jetting or puddling. All backfill placed in utility trenches around this structure or below foundation walls should be mechanically compacted to a minimum of 90% of its maximum Modified Proctor dry density ASTM b-1557. These soils should be placed at a moisture content conducive to the required compaction (usually Proctor optimum content ±2%). Cement Type: Type II, Type I-II or Type 11-V cement is recommended for all concrete which is in contact with the soils on this site. Calcium chloride should not be added to a Type II, Type 1 -II or Type ll -V cement under any circumstances. Remarks: We recommend that the bottom of all foundation components rest a minimum of 3 feet below finished grade or as required by the local building codes. Foundation components must not be placed on frozen soils. Grace Homes Open Excavation Observation, 105 Ponderosa, Battlement Mesa, CO April 3, 2003 Page 4 Senate Bill 13 (CRS 6-6.5-101) Discussion; This particular residence is being constructed on foundation soils which do not possess a "significant potential for expansion,". We recommend that the owner receive a copy of this summary report of our soil analysis and site reconunendations. Limitations: This report is issued with the understanding that it is the responsibility of the owner, or his representative to ensure that the information and recommendations contained herein are brought to the attention ofthe architect and engineer for the project, and are incorporated into the plans. In addition, it is his responsibility that the necessary steps are taken to see that the contractor and his subcontractors carry out these recommendations during construction. The findings of this report are valid as ofthe present date. However, changes in the conditions ofa property can occur with the passage of time, whether they be due to natural processes or the works of man on this or adjacent properties. In addition, changes in acceptable or appropriate standards may occur or may result from legislation or the broadening of engineering knowledge. Accordingly, the findings of this report may be invalid, wholly or partially, by changes outside our control. Therefore, this report is subject to review and should not be relied upon after a period of 3 years. The recommendations of this report pertain only to the site investigated and are based on the assumption that the soil conditions do not deviate from those described in this report. If any variations or undesirable conditions are encountered during construction or the proposed construction will differ from that planned on the day of this report, Grand Junction Lincoln DeVore should be notified so that supplemental recommendations can be provided, if appropriate. Grand Junction Lincoln DeVore makes no warranty, either expressed or implied, as to the findings, recommendations, specifications or professional advice, except that they were prepared in accordance with generally accepted professional engineering practice in the field of geotechnical engineering. Respectfully submitted, GRAND JUNCTION LINCOLN-DeVORE, INC. By: Edward . Morns, PE Principal Engineer GILD Job # 90051 -GJ •1 GINTICAt DRAINAGE ZONE 101 11 AILTa Or NU ESNONLE ErCAVADON 10*1 (vAchEs - Lwow Er 5 ILO .TPOIA eillt0e,rE) RODE VORALSPONT--,.... SCW. AWARD, r iCODA To LAW -SCARE. ust low wATCR CM. TYPE PLANK crnfiar WRitCAPINO- 40.0001.41 reorm tonAt.t. rerAgazt rave GILooNO SLOPE ACROSS LANDSCAPING INC RAMC SOLS DELOvr OLE •awocAL DRAINAGE zorre To BC ACIKA.10 * CoripAciED re* A WHILIALAA Er 12111CLLES • ° • LANDSCAPE FABRIC WOOS CRA141.4AtCH COVER soz 'Amu. coupAerta TO LDNINOE 151 fORIDATiOri 5015 CREAVADON 11115 INSTALL DRAW AS RECORD) BY ENGAEER. Sit NOTES FOR DE YAM imewass-Li IJ1LLSTRUCTURAL FILL rAtt lo9ELiATETISOEBEELE BENEATH UNTS, a oj;.6 0004:00:4;a4ao.44.• "•`•••••••••••• • we., • SEE NOTES oc.oko oDocro r.1.`?...12 GEOTEXTILE FABRIC ,°•°"•1'.°•* -°-°•°•°.1%?.°°•°``.°..." Such OS COrlteCIO C-180 ••••-! • or Mirofi 500-X AS REQUIRED DRAINAGE / LANDSCAPING CONCEPT 'NO WAT R ZONE' BY FOUNDATION CRiTICAL DRAINAGE 20NE MCC INE *OW Of INC ORARNAL 5*CA0AII001 VAMIS - 1.11MIAN Of 5 E(ET !ROM DALDNG ) SOH PREPARED 4. to ir OUP 10 LANDSCAPE 1.15E 100 WOW L.Sr" TYPE PLANTS anclia, -11071SCAP100. TECRIPOUED wITNIN hit -07100001IDRA51ACE GROUND SLOPE ...,L5122S13ANDSCAPLNG EWAN GuTTER INC NA1101 550150110* INC 'CRITICAL ORAiNACC Md. 10 DE Priouro C5041PAC-710 A MINOAN Ci I20R105S 4151 pPARLACE PIPE CICAVATION 1001 INSTALL DRAW AS 14C00100E0 135 ENGINEER. SCE NOTES FOR DETAILS. 5055 DENoLSPOUr .'5 sou 04501111 CM/PAVED 05 LANaliZE 4.41tR SEEPACX 10 INC 101,40.01101 551.0 11-1 TiLL nfICKNESSL THr50041 TRUC ANAL Fat ° ° 0.°° ° 0° %a ,'"e FILL TO ExTENO BENEATH FOLWOArtoN ELEMENTS SEE NOTES 0000 000.00 0 0.00 .OGEOTEXTILE. FABRIC 0000004 0400240.00a000, • ;.,e.-.: such rDrioz Eao-tech C-180 or Mi500-X AS REQUIRED DRAINAGE / LANDSCAPING CONCEPT 'NO WATER ZONE' BY FOUNDATION GRAND JUNCTION LINCOLN—DeVORE, Inc. GEOTECHNICAL. ENGINEERS—GEOLOGISTS EXTERIOR DRAINAGE / LANDSCAPING CONCEPT DATE: 1 1 -5-99 SCALE: NONE 0- DRAIN2 VISTA ENGINEERING CORP. CONSULTING ENGINEERS & LAND SURVEYORS September 17, 2003 GARFIELD COUNTRY BUILDING DEPT, 109 8th Street Glenwood Springs, CO 81601 RE: Foundation frost protection at 105 Ponderosa Circle, Battlement, Mesa, CO . Dear Sirs, In discussions with Mr. Darin Carei of Grace Homes Construction, it is our.understanding that the 36 -inch frost protection at the above referenced address is not quite met in the area where the driveway adjoins the garage. Based on information provided to us by Grace Homes Construction, the frost protection that is provided is -approximately 32 -inches. Given the fact that this is only a few , inches short of the required depth and that this area is covered by concrete flatwork which will help provide additional frost protection, it is our opinion that the installation of the foundation as Constructed will provide adequate frost protection to meet or exceed minimum standards for long term performance of this structure. If you have any questions. or comments regarding this matter, please feel free to contact me at your convenience. Sincerely, VISTA ENERING CORP„.:„.,,,,,‘‘‘‘ C. .�'f t ° REG/sill David E. Chase, P.E.Of , , President/Office Manage24991 1,.. 24991 ;;oma DEC/dc h r #� } 4/ k xc: Mr. Darin,Carei, Grace Homes Construction 605 281/4 ROAD, SUITE B • GRAND JUNOTION, CO 81506 • (970) 243-2242 • FAX: (970) 243-3810 1- 2 2 1- a a w 0 z 0 LIJW cc u. O 0 z O V F- 2 2 1- a w a z O w LL LC 0 >z O V CORRECTION NOTICE O 0 O V N co 1 a. N O • N co 0 1. 0 V) a 0 co 0 N co TTW 0 ✓ d CD "a • S G 12 o 15 '• E d) N �* ,fn U� F. C al .54) Q. N cCO cs 7 NMO, O al a .c 112 a" s e th c �\ r 0 n. 4) 1.34 O. • c Job located at 2 0 rn 2 .2 0 Phone 945-8212 H z 11,1 lit- tetilt IonCi z Cl r W LL 4 LL O 0 0 0 0 0 0- 3C0 5 =' 0 ti 0) m 0 oa N U) co co O Permit No, W d � tU c 0 CD '~ � L am.. V N 0 y• 4-' s o� 'er m .74 t d ( 6 .. N� 't 9 a) N 1 N E z v coW 2 o 12 0 U L1. immia3 w ❑ 0 N z z-0 CNI O N © ?� OD to x a 0 I ho c ❑ ® a) ' W c 4, L U 0 W 0 a S < N t' W w t gle f � 00 O co U- o !- a Qa0 N•0 0 fU C 1 0 0 Lv N = 730 0 a) o.N c • Na of N N N E Q. ri -a o 0 o "' c co O' M c0 0 co .O N 10 7 = O 0 O a a) a. o N a) _ LL a a) 0 �"' `- a c v m°' CU w E. 5 . •cs_a a) a) > fc m o s c Ti a c co 0 .c a2i L0 fa 0 7 c >- .c • d m co 00 M co a) C') yr CO 7 0= a) ca sz 6 0 cc 5 CD .0 a) m 0 CD CD O R1 U 7 } .0 a O .0 L a) a) A Building Inspector Phone (970) 9454212 Phone (970) 945-8212 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at /05-- Permit O Permit No. 1 have this day inspected this structure and these premises and found the following corrections needed: Aice(??-trb-M-ige-Z-eLlye-et" ri-4211 ‘r1)alp 5 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 Building Inspector Phone (970) 945-8212 20 1 INSPECTION WILL NOT ' E MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issue -Zoned Area Permit No... M 7 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. Addres r Legal Descr, Owneipti `1C�.�' Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing -a 1-0 3 , Foundation S 1'-', Underground Plumbing ,# Insulation — 1✓D3Pytk Rough PlumbingA JO 41, Drywall ; _® k_ Chimney & Vent ��,�..� 3 117 Gas Piping _ ./ ! Electric Rough (By State Inspector) ' ` ' Framing -I$-t3 .1 (To include Roof in place and Windows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED • WHETHER INTERIOR OR EXTERIOR, Electric72, Final (by State Inspector)9 /8-og °L. Final 0-/9.03 ,Q iL. Septic Final ,{j 1 Notes: AND APPROVED BEFORE COVERING - UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003. 109 8th Street County Courthouse GIenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD By IF PLA ED OUTSIDE - COVER WITH CLEAR PLASTIC