Loading...
HomeMy WebLinkAboutApplication- PermitINo. 8638 GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT d LiG7- (3 —0q--(3( 1® Sth, Street, Suite 303 Glenwood Springs, CO 81601(910) 945-5212 Job Address 0.5? cryLete1/4. 4-1- Uo-ck,t( WelitAk.444ACt_t_Lk_, �t Nature of Work Building Peti i;t; /4.1t1:_ Cv Pl6 35 Use of Bnildin� b-100-QC4,5_ Wtaitze&el Owner �tie� Coatraotor cLAl Amount ofPermit$ - Date 7-2-1/i, Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO - ONLINE: (970) (970) 945 9159 TELEPHONE: 4(970) 945-8212 PERMIT NO. K1/40� PiritelEUSCIEDutE NO. Dhioe.� 2.1) 00 ye TOB ADDIRESs: S 8 �' ✓V R t, c 1 1�' -P (-c ., cs � � � 5' ,� C) .�.,' �f 1 LOT NO. ) 7 BLOCKNO. SUBDIVLSION/EXFMYTION m e,ti hee ki 2 aWNER -e p O,"Det2 A.rwe. j j l N A (Mn/D4ive INA .7+ ' .cloI WYFlI; -Q. / x: 3 Nrfltt�NADDRFS J ) G Cr�, �� 3$7y sl 4 t G eEELa PC bW,. pe✓c%P AnD I3/ it )ray 6 7't3 t -r— G,4-, co_,Px-g-VVP9‘ "Ni'3 690 Prir4,15 a A5 6 / 8 U / f! 8R. FC.CIF LOY I' A!' AS(V o 5i a Fg3ican y 9Y9 I) NO. OFFEOORS % _s^ 6 s %` vv,l! r, 4 M b 0) e... t\ .... _.. _ G Me X11 � � � alkv 7 nF CRiBE Waxx: ► L[ t + S'1 Fri • 1� A Nr i s " 0 - ! g �1 )� CLASS OF WORK MAQDRY4N a+L A ZON DMO gfl 4OVE 9 (WAGE: oattate `erBLE CMPOR7: aaeFtrtK CDOU[t8 10 uv P JveX)1J��� J ��{EWAGEOPOAL C[Ci R><I2 P[dNaDrtivEWYRtF1/n ADVSr VAWATMSdi' T 35 V U VALUATION OF WORI /4Re) W RWIAi.CONDn1"3, CD e," po A t )1 ra friI e,*3 i"✓? -r Koin) ii -ig..�r 6-vc iq C9 l1 AA. i 927-c3 ..4 NOTICE A SEPARATE ELECTRICAL PERMST 1S REQUIRED AND MUST BE ISSUED 8Y THE STATE OF COLORA THIS PERMIT' BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. HEREBY CERTIFY THAT I HAVE READ AND EXAM EI] THIS APPLICATION AND N KNOW THE SAME TO .BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNINGTHIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE CBRANT1NG OF A PER:V I1 DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER. STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFOP MANCE OF CON r• /fi ak PLAN CIIECK FEE' 9126. 24, PERMIT FEE: /diQV.5- DATE PERMIT ISSUED: TOTAL PEE: 241612„ g / �+ l OCC: GROUP: CONST: TYPE: ;, j V„ R 0-1 �I 1 V ZONING: SETBACKS: _ ( Tr a ,Y authorized agent ,,-Ti lap,!. , O 'se ACV 10 /� . II „orif ' SIANYT. HOME: : 1SDS NO. FO. &FEE: I . . ding EZept. A> ' • it Planning Dept A - ■ata AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNERTO CONSTRUCT TILE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND'REVIEWED BY THE, BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF TITS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WIFE ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT LETHE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTS( AND THAT THEN AND THERE IT SHALT. BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM TFIgREAFIER REQUIRING 1ttl: CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING GAMED ON THEREUNDER WHEN D VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR. REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLAN$ AND SPECIFICATIONS AND INSPECTIONS CONDUL:lk.1J THEREAFTER DOES NOT CONSTITUTE AN ACCEPTAIsiCE OF AN1 RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATI ., DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESI(nSER, BUILDER AND OWNER COMMENTS ARE INTENDED TO B ' VATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Gat£mt .003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. l41 hJ!t R. , ( tot n151 ���`�. • ."T s . ♦ � 'r.3 •%T4T i"..i .ps L,.J 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 8c 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 wash bowl, 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 1994 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. A CERIUICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL int 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 VACATION PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for th ..dwelling under building permit # 3S3' . bpcont re gX7 Date Vitt VALUATION/FEE DETERMINATION Applicant Al Address. P Ofj. e(bss Circle. Date 2 -.' -0 Finished (Livable Area): Main Upper /4/49 Lower ) Other Total Square Feet 22 0 Valuation Basement: Unfinished SbI Y 4) Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: .Subdivisionaimu,urefrrt CFee f (ieJ Lot/Biock LD- / `% ()lock Contractor art er- Cons cw' rr, 2,0 / 4 Valuation )'0 v 18 8640 Valuation Decks/Patios: Covered Valuation Open Valuation <�8 '/ 8o Y Total Valuation ( i �� 3.515 Building Permit Fee / 4 ©.,::c - Plan Review Fee 9(h, 26 Total BP & PR 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. All 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 comer of the proposed structure(s) prepared by a licensed'surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. Yes 1/- 2. / 2. Does the site plan also include any other buildings on the property, setback easements and utility "milts? 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 adjacentpr�erties), streams or water courses? Yes/_ 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? ivy Yes 2 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 P,6 sem edr\ 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and soffits? Yes 1..V. 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 ,'w 9 i ee.le-e..0 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construetio? Yes l 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes 11. Does the building section drawing or other detail include the method of positive connection of all colwnyis and beams? Yes �/ 12. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existin(undisturbed) grade contours? Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Ph e II certifications or phase 11 EPA certification? Yes No �/ 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building ode Chapter 37? Yes No 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building C� de? Yes Y No 3 16. Does the plan include a window schedule or other verification that windows provide natural light and ven ilation 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 s fety glazing for these areas? Yes No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated o the plan? Yes iNo 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 i/ 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 arclhitect�committe ed deny or reject your building plans? Yes 21. Will this be th 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 youand rstand that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes No 24. Have you designed or had this plan designed while considering building and other construction ode requirements? Yes No 25. Does the plan accurately indicate what you intend to construct and what will receive a final inspection b the Garfield County Building Department? Yes V No 26. Do you understand that approval for design and/or construction changes are required prior to the applicati n of these changes? Yes i/ 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 p 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 and occupancy of the building? Yes 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 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 stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes t/' 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 f applicable inspection. Yes !/ No 5 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 buildingermit? Your attention in this is appreciated. Yes t/ No I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Project Name: e) Date (days); _2 (:)f 6 (evenings) -5.1' fry / .1.7y / er/AC,v & Project Address: ?- S 7d ✓yeea'i f /-hieh V )€P' -e, R// J3-' Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpminreq 08/2002 6 BATTLEMENT MESA SERVICE ASSOCIATION ARCHI'1'k;CTURAL COMMITTEE APPLICATION & CHECKLIST (for New Home Construction projects) Homeowner: To A _ e. r - -f 4-' Home Mailing Address: 11 ny L R 'I d `d Home Phone: cn0 Li $ WorkPhone (ifdesired): q Th - 2 3 ea ProjectAddress:3 i'o,,La ere e, C. r,Lot: / 7 Block: 4/ Subdivision:in bn , -� rr- i, Production Home Plan Name (if applicable): Homebufder: r -� Business Mailing Address: / 19 `f C.. t , 3 0 Pa c .,r CA A r g / 3 s` Business Phone: 67-70 s---- -7 Fax(ifdesired): 9 2 o 7 Y S ! Submittal Date: .L5 - C�Estimated Start Date: 7-I -o2. Estimated CompletionDate://-/-oa SUBMITTAL REQUIREMENTS: Two Copies each of items 1, 2 & 4 need to be submitted. (Check-offitemsattached to the Application. Fill in spaces as indicated.) 1. Site Plan Drawing (1" = 10' or 1" = 20' scale) with, the following information shown: 30'' Lot, Block & Subdivision name. Street Address of Project. Building Setback Lines (also fill-in the shortest distance between property line to the exterior wall closest to that properly line). Please be aware that all -Building Setback Lines are taken from your Property Line Pins!! Your Property Line is NOT the Curb Line!! Front Setback: Left Side Setback: Right Side Setback: Rear Setback: Dwelling Unit �.5 /a Garage Utility Easements. 55' Clear Site -Line at Intersection Corner Lots. Site Grading Elevations & Drainage. First (main) Floor Height in relation to top of street curb at front -center of lot. Driveways (including width of driveway), Walkways, Patios, etc. Outbuildings. Adapted and Effecr ve February 1, 2062 2. Architectural Drawings (114" 1` or 1/8" = 1' scale) with the following information shown. Floor Plan(s) with overall dimensions (fill --in the following square foot areas). First Floor Finished Living Area: Second Floor Finished Living Area: Lower Floor Finished Living Area: Total Finished Living Area: Total Unfinished Living Area: Garage Area: l L/dam squaxe feet squ re feet �c v sgvsre feet A (7 square feet 920 square feet 4--/E30- square feet Building Elevations Plans indicating doors, windows, exterior materials, building height, roof pitch, roof -mounted evaporative coolers, etc. (fill. -.in maximum height below). Maximum building height to highest ridge line or building structural projection / feet above top of street curb at front -center of your lot. Engineered (stamped) Foundation Plan. ; ,-, 0 J,,,_ dOe u r / S Opt p g" tA- 4- •e• 1 Y r ra f' n ct 7' l� c. .75 Outbuildings indicating dimensions, elevations and overall height to ridge line, 3. Exterior Materials (fill-in the selections below): Roofing Material: A cA /74 Primary Siding Material: !/n y % Accent Siding Material: ti f n y / Color: Color: Color: --C4 D Tri jMaterial: LJ; , / Color: Masonry. Material: Color: Stucco Materials: Color: Front Door Material: M fes. / # J%`/uss Color: Garage Door Material: f'J2e fa / Color: COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE ,5 a- 0 bu evv o g w N 5 s (Y1 fj/e s )€P2P'stn/ A'Uaid Per COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE ,-adapted and Effective February I, 2002 p 4. Landscape/Irrigation Plans 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. Grouiidcover Material with weed control barrier. Fences. Other Landscape Improvements (decks, site lighting, flag poles, etc.). ' 5. Variance Request (if applicable) Give details below: 6. Residential Construction Monetary Deposit: IfWe 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 J 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. I/We hereby acknowledge that Home Construction orlmprovementProjects 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, I/We will be served Notice of a Hearing before the BMSA Board of Directors, and if i/We .are found in violation of these Non -Conforming Items at the Hearing I/We will be fined a minimuxu of $500.00 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. Adapted and Effective February 1, 2002 Failure 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. IIWe understand that Architectural Committee approval does not constitute approval of the local building depa tment, 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 Home Construction or Improvement Projects of this original Application Submittal and the original Conditions of Approval issued by the BMSAJAC will require an additional Revised Application Submittal on our behalf, and that 1/"We will not proceed with any subsequent field•changes until a Revised Conditions of Approval have been issued to us by the BMSAJAC. Owner's Signatures): Owner's Ptinted Names: Date: Date: Builder's Signature: Builders Printed Name: / c,rt (1-4an s �� rl dopred and Effective February 1, 300? This portion of the Application Foran is to be completed by the Architectural Committee (not the Applicant). CONDITIONS OF APPROVAL or DISAPPROVAL 1. No sitework or building construction may proceed on any Lot (including no preliminary site clearing, grubbing, grade alteration, storing of material, foundation excavation, extension ofunderground utilities, etc.) until the Project has received a Project approval from the Architectural Committee and has been issued a Building Permit (as required by Garfield County for new home or Renovation projects). 2. All general building and site improvements construction for any Project shall be completed and shall have issued a Certificate of Occupancy from the Garfield County Building Department no later than one (1) year after the issuance date of this Architectural Committee Approval. 3. 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. 4. If the selection of colors and for landscaping plans are not included with this application they must be submitted for approval before any action is taken to install the missing items. 5. 6. 7. Application l (Initials of Archite ural Committee Members): Applicatio By Chairman: ect to the above conditions: Application Denied (Initials of Architectural Committee Members): By: Date: 6/5/07_ Application Denied for reason(s) stated above: By Chairman: Date: Page 6 of 6 PLAN REVIEW CHECKLIST Applicant .7--6"-F02, Date_i 4 c2 t Buixdtug Engineered Foundation Afihriv 1‘.3; Permit �/�.Surveye Site Plan )1/,( tic Permit and Setbacks Grade/Topography- 30% 41. Plan review -File Notes '"Attach Residential Plan Review List 'I‘inium Application Questionnaire Subdivision Plat Notes A. Fire Department Review `Valuation Determination/Fees J Red Line Plans/Stamps/Sticker Am; Attach Conditions -"Application Signed Plan Reviewer To Sign Application axcellSchedule No. GENERAL NOTES: Plan Zoning Prope Line Setbacks 30ft Stye Se backs food Plain BuildineFI oning Sign -off - bdivision PIat Notes t -Fees 4 Approval Grede�P /Topo a by 40% Planting Issues GRAND JUNCTION LINCOLN DeVORE, Inc. GEOTECHNICAL ENGINEERS — GEOLOGISTS 1441 Motor St, Grand Junction, CO 81505 May 22, 2003 Tonder Construction 1104 Co. Rd. 308 Parachute, CO 81635 Re: Garfield County Building Permit # 8638 258 Ponderosa Cir,, Battlement Mesa, CO Gentlemen: TEL: (970) 242-8968 FAX: (970) 242-1561 Grand Junction Lincoln DeVore personnel have examined the in-place concrete foundation footings at the above referenced site on 5-19-03. Our examination was based on foundation engineering drawings previously completed by Grand Junction Lincoln DeVore, Inc. for this site. All footings were the correct width and depth as per our foundation design. Grand Junction Lincoln DeVore personnel have observed the foundation reinforcing steel at the above referenced site on 5-19-03. Proper placement and quantity of steel reinforcing bars were found at the time of our observation. Therefore, it is our conclusion that the work done is in conformance with our previous recommendations for this site. We hope this letter has provided you with the information required. If questions arise or farther information is needed, please feel free to contact Grand Junction Lincoln-DeVore at any time. Respectfully submitted, GRAND JUNCTION LINCOLN DeVORE, INC. by: Edward M. Morris PE Principal Engineer GJLD Job # 89415 -GJ lk GRAND JUNCTION LINCOLN DeVORE, Inc. GEOTECHNICAL ENGINEERS — GEOLOGISTS 1441 Motor St. Grand Junction, CO 81505 May 22, 2003 Tonder Construction 1104 Co. Rd. 308 Parachute, CO 81635 Re: Open Excavation Observation 258 Ponderosa Cir., Battlement Mesa, CO 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 5-2-03. The purpose ofthis observation and evaluation was to detennine 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 on this site consist ofanalluvial 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 low to very low density and exhibit compressible and metastable (collapsible) properties. The soils at foundation level on this site visually classified as low plastic silt of moderate compressive and slight to occasionally 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, are 1600 psf maximum and 150 psf minimum. In-place soil density tests were taken on the reworked native soils on 5-7-03. These 4 in-place soil density tests indicate the wetted, reworked soils have a dry density ranging from 91 to 104 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 5-7-03 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 foundation 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 of this foundation system and the structure. Man-made Fill: Soils within the original excavation appear to be native to the site. The soils within the upper 6 to 12 inches ofthe building excavation were wetted, reworked and compacted by the contractor to obtain the soil densities reported above. 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 Tonder Construction Open Excavation Observation, 258 Ponderosa Cir., Battlement Mesa, CO May 22, 2003 Page 2 excavation. Some moisture was added to the soils in the excavation by the contractor in order to obtain proper compaction. Foundation Type Recommended: A properly designed shallow foundation system of the standard continuous spread footing and stem wall type, based upon the recommendations provided in this report has been prepared by Grand Junction Lincoln DeVore, a copy of that design has been previously provided to the contractor/client, The foundation system must be constructed in strict compliance with our plans and specifications, with no alterations or devia- tions allowed unless prior approval is first obtained from this office. Voids Beneath Foundation Walls: Voids are not required for this foundation design. 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. 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 of 8%. It is further recommended that roof drain downspouts be carried at least 10 feet beyond all backfilled areas and discharged a minimum 15 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, 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 reconunend 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 of the 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, Tonder Construction Open Excavation Observation, 258 Ponderosa Cir., Battlement Mesa, CO May 22, 2003 Page 3 * 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 irrigation techniques. A plastic membrane placed on any Crawlspace ground surfaces may retain/trap excessive amounts of water beneath the membrane. If future 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 world 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 D-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 II -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 I-II or Type II -V cement under any circumstances. RemarksWe 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. 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 recommendations. 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 of the 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 of the 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 ry Tonder Construction Open Excavation Observation, 258 Ponderosa Cir., Battlement Mesa, CO May 22, 2003 Page 4 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: + ward M. Morris, PE Principal Engineer GJLD Job # 89415 -GJ lr o VALUATION/FEE DETERMINATION Applicant 404. Address Date Finished (Livable Area): Main Upper 4 )0 Lower Other Subdivision LotBiock Contractor Total Square Feet 214 621 Valuation Basement: Unfinished. Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: / i4o. 20,644 Valuation t io d Valuation Decks/Patios: Covered Valuation Open Valuation Total Valuation. ckso ,qo 740 I873 2 1 414 25124 )217,340 No Assessor's Parcel Not- 1 3 - f_j i` Gti UILDINQ PERMIT CARD Job Address 4:58. 401919 m4,14.0.4.1- ;:. i CtiRA S. Owner i Address g i � tA. P ifhone # a -- D /4, Contract ,cb-a_.____ Address H cr.3.8 a rPhone #z' `/vhf Zoning `' Date Setback* Front Rear RH INSPECTIONS Soils Test Footing / � ,:. Foundation f rip -Iv Grout Underground Plumbing.. `?'l -a3 iG--",- Rough Plumbing P7- aa -0, XiiA- Framing '7- a- 0 ? G Insulation '7- �--,03 /0-nti- Roofing Drywall `7 -2-4 •"0 3 MIL -- Gas Piping -7- as -D3 €07-14 "Ttz 1--) itu s 4 TM'ote5g 14-1-, 1� J , NOTES LH Weatherproofing Mechanical Electrical Rough (State) ...7.1-03 Electri al Finai (State) , 9-_q-03 Final - Checklist Completed9 Certificate Occupancy # Date Septic System #ytlf Date Final Other FINAL CHECKLIST EXTERIOR / MECHANICAL ROOM Address Na._ !/ / Boller Drainage •/ / Hot water Decks -support & clearance to wood1.V / F.A. gas/ail Decks -stairs & rails t� Exterior locks Flashing around doors & windows insect screens INTERIOR GARAGE Fire wall separation Service doors -1%" min Door (20 min.) wlauto closer -13/4" min Mech. equip. M" above floor No opening Into sleeping area BASEMENT -CRAWL AREA Access Insulation HeadroomlStairs Ventilation VX Floor drain Clearance Air con. system Hot water heater Combustion air Gas piping, valves LPG Drain FIREPLACE/STOVE Clearance to combustibles C L T Termination of chimney Combustion air Hearth (12" or 20" on sides) Glass doors Certified by (continue on back) STAIRWAYS Headroom (6'6") / Railing & guardrails v Width 1/ Rise & run `J ,v REMARKS KITCHEN CI ranee above grill aunt fan Stoller exhaust (1 hr. chase) BEDROOMS Egress Smoko detector BATHROOMS Exhaust fan Shatterproof glass OTHER 75;000 I/olDva 2-6 1W't ; e3 - • • f m. BUILDING PERMIT GARFIELD COUNTY, §COLORADO Date Issued (03 Zoned Area Permit No AGREEMENT In consideration of the issuance of this permit, theapplicant 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 + ` IcAsetwoz144+ to k 4- ,' " ' .+J Address or Legal descriptionC'ttAti :741P14: Setbacks Front_____ Side Situ art Contractor Rear ---7.`hr Card ust Se Posred "SyTt-is Ri .101y iaiibleWiriTfieSiitt`3'Zi-itr iffi "a petebti Footing Foundation INSPECTION RECORD Underground Plumbing Zg -03 Rough Plumbing 7,_p Chimney & Vent 9,6,03 Gas Piping -(9.,'..-05 Insulation 7- a q -o 3 Drywall 7 ,21-0 5/(97A, ,1•1111 Electric Final (by State Inspector) y e Elco it is Rough (13y Stage 1ospector)-_3/ C6a``'- Framing r/ - a3 (To include Roof in place and Windows and Doors installed). ALI� "LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS }PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. � r , ;1.4: APPROVED . Datil By '` 6 IF PLACED OUTSID - C VER WITH CLEAR PLASTIC • 141 'e,r ,f r.. ,`HF (AWOL f'r1AVAIu71/ LIF11i °•ItirVM Lf 5 rf: r TOOi1 Aiff.01CG1 Ki -)CF UUWNS'L'lXtf'-\ SOL 0-.10f3 :" Ir 5. C10 - ':I L,tMOSore L4E LOW *At0.9 '.SL` rwni:I,lN=4 vAJrAr 'yEP6,..'1F0.1G tEC'-INiOUF5 *OwTHE Vil1,CAL ORA;PAGE ZO^rr' GROUND SLOPE ACROSS LANDSCAPING CUITOI THE NATIVE SOILS BELOW THE 'CRFTrCAL DRAINAGE ZONE' TO gE REWORKED dr COMPACTED FOR A MINIMUM OF 17 INCHES DPMI: P—...iPt r„_,..�...._�..�.. .+ ; • LANDSCAPE FABRIC BENEATH a -1 CRAV£L/MULCN COVER 2 u z A' 11 SOIL, BACKFILL COMPACTED 10 MINIMIZF } to v/A7£R SEEPAOF TO THE FOUNDATION SOILS EXCAVATION LIMIT U'iSIALL DRAIN AS REOUIRED 43Y ENGINEER. SEE NOTES FOR DETAILS, FILL THICKNESS U ^ 1F1LL THICKNESS STRUCTURAL FILL O 0 0 0 00000 0 00000 0 as ✓ FILL TO EXTEND BENEATH ,e . ,0.o ,0 ,O • • ALL FOUNDATION ELEMENTS. a 0 0 0 0 0 o O p o o o OR 00000 Q°iO ,• ,°.,.SEE NOTES O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °',e.4 °' °'.o,�:' ,e Q i GEEITEXTII E FABRIC o Poo +° 0' 0000000 0 0 000"00 °'4'• ea a° °��_° n o°'a'o°:°'Q' c �°.°•,e J Such os C6(1fech C-180 d ,'• – –. O1 Mirafi 500—X AS REQUIRED DRAINAGE / LANDSCAPING CONCEPT 'NO WATER ZONE' BY FOUNDATION C7 CAL ORARNAGE 2-011E f5ICR. 'r+F WON EF THF. EI CAVA(O;v UMIF modAruxr ,'1!" 5 FEET FROLF &UrLDwC 3 501L ORCPARE r I_- N. DEEP FO LANDSCAPE. VSE 'LOVv 4'A7ER :f SE' TYPE F'lANTS a.>d/ar ?ER1505Pa4C„ TECNN10UC9 'SITHIN OlE 'CRITICAL DRAINAGE ZONE. ROOF (10W15T°OUT CROUM1D SLOPE ACROSS IANASCAPING DRAIN OUT TER THE einrn sorts VELOW THE 'CRITICAL DRAINAGE ZONE' TD OF REWORKED c4 COMPACTED FOR A MINimuM Or 17 ;NCTIES [ -pve DRAINAGE PIPE _, _–`-'"�" �I fi F� ' FILL THICKNE55 TNLCJCNE55 F NC1lE Iox uulT— -- «. _ f- L.1.5.1 -C1,'., --_�� _STRUCTURAL FILL tl— D. 0 0-. 0 a °. °. 0 °. °. 0 °. °. 0 0 °. 0 ✓ FELL TO EXTEND BENEATH VI'•^a a SOIL SACKFILL COMPACTED TO MINIMIZE .– WATER SEEPAGE r0 THE FOUNOA 000 501L5 ti I zi INSTALL DRAIN AS REQt11RED 9Y ENGINEER. SEE NOTES FOR DETAILS. ALL FOI�NDAT/ON ELEMENTS. 00 040 a' 0000000 000000°'0 SEE NOTES Z X ti 1 .°n. .a•. o°.,°,...0.0. P°.°,., aO 0 0 0 0 O O 0 0 '0' O 0 0 0 0 0 0 p .d ''.9,a.a :..e�'.e ,e a �GECITEXTILE FABRIC a 0 000 0 0 0000000 ° 00 00000 such OS COnteCh 0--180 or Mirof, 500—X AS REQUIRED. DRAINAGE / LANDSCAPING CONCEPT 'NO WATER ZONE' BY FOUNDATION GRAND JUNCTION LINCOLN-- De.VORE, Inc. GEOTECHNICAL, ENGINEERS–GEOLOGISTS CALE: EXTERIOR DRAINAGE / LANDSCAPING CONCEPT NONE 0.4,E: 4-18-2002 rat. F D—DRAIN2