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Home My WebLink AboutApplication- PermitGarfield County Building & Sanitation Department 108 8`h Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address NO. Q�� 79 (bh ge 7Jr, C9aL_ Nature of Work Building Permit Use of Building ( ► ant S sse / ,*/) 3 Owner'•%�//j _ Y t' -� ( L LT Contractor / I L Lr �� Amount of Permit $a7(9. / 7 Date / CJ / ' t J� s9 �'33l � gy �171� Clele rkk 1 GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GIENWOOD SPRINGS), COLORADO TELEPHONE: (970)945-8212 r PERMIT NO. 306 INSPECTION LINE: (970)384-5003 PARCEUSCHEDULE 970)3845003PARCEUSCHEDULE NO. 2.713 /9 (r›,03- JOB 1,0f JOB ADDRESS: 74 CAR 1.41 L..r-1 lv t.. cC IR Fl I LOT NO. BRBPINIP Grt.6L...a._C.04-7 SUBDIVISON/DQ+1.fl1ON A 4 tI�`! d Pe.t /e R.: }}f-13sk -5 14stetat 2 own Ir1'..S e. s.9i..s' R�e�r 1 • LL L P .PG�• COWS t .. tL.J4. Ce Pee So .1.4. id Is- ra f,, 9)4-4.4,""77, • rale 3 ADMEN el dr PIL 4 A a a Kam a m a 1627 01... inane 3,30 ✓ac.-% c. Stan It %lf•F2i EEC Mr 5 EQ. PT.Wewnwo 2 • 7n- ¢ IP. RT. OBI= e2 C7 0 ma= 2 . onoox 6 PPBWBWLMP 1i• y '7 Y =CMSea / U Plakie -i- rat V �..J®Oo 8 CASE OF WOOL 61 CA W w.THUIDx WOMB rnw T axnm om)at csnon MIME ooaoms ''. 9 10 0 EMIVIMAYPEWEE EON SOT =WIZ DEPOSAL COEVIIC) olm•W( u.��j,�} Ual CS.gillen EY.AIPaWflS, /iv e. u. AwW®vawtnu -fi }1 aid/oG. (. ox, '7 (2 Jai ,[4��y le's€ bl'ld 'e �'. ` �— N are : flagW��.L re 4011.44-0f4 tarot GRa.a GSic SOAci 6030.110;12 V " l " . ii, T GinaSv &4m?- (.�.t1 Q .-r.•-. /l—!D •6`9 NOTICE A SEPARATE ELECTRICAL PERWI 18 REQUIRED AND MUST BE ISSUED BY THE STATS OF COLORADO. ) J 3t2• PLAN CHECK FEB: % � ZDie. 65 PERMIT FEE: / I6°7C S /WI 77118 PERMIT BECOMES NULL AND VOID W WORK OR CONSTRUCTION AUTHOR IS NOT COMMENCED WAKEN 180 DAYS, OK IF CONSTRUCTION OK WORK IS SUSPENDED OK ABANDONEDFOR A PERIOD OF 110 DAYS AT ANY TIME AFTER WORK IS COMMENCED. A TOTAL 3 33 0. G / DATE PERMIT ISSUED: 1f7) 1 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF TAWS COVERNINGTIES TYPE OF l WILL BE COMPLIED WITH WHETHER SPECIFIED IleRE/N OK NOT. :La. -.' . ` G OF A PERMIT DOES NOT PRESUME TO GIVE VIO Cr' OR CANCEL 111E PROVISIONS OF ANY OTHER STATE OR OCC: (;&M: CONST:CO�TYPE: Jim I`'-' 3 (].. / I / k/ AUTHORITY TO LOCAL LAW- �/l. :. CONSTRUCTION OR THE PERFORMANCE OF CO . inr /.; ./Q '��.�.. � Data 'l' / TONING: SETBACKS: I ` ,. .' 0•/`a- %/// ar/'.��).HOME: DSAS NO. RI•F8: ?c _ OReI -, �:. .. _DEN• . 4 "r•._ -I S�-Z .FDCL �aL,`Z AGREEMENT PERMISSION IS HEREBY GRANTED TO TFW APPIKANT AS OWNS CONTRACTOR AND/OR THE AGENT OF TBE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE i DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY TIM BUEAINGDEPARTMPM. IN CONSIDERATION OF THE ISSUANCE OF 7MS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH AIL BUILDING CODES AND LAND USE REGULATIONS ADOPTED E GARFIE D COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.25.201 IRS AS AMENDED. THE SIGNER FURTHER AGREES THAT 1F THE ABOVE SAID ORDINANCES ARE NOT FURS COMPLIED WITH IN THE LOCATION. ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FRO TER COUNTY AND THAT TWIN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PIANS SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TI CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEANO CARRIED ON THEREUNDER WHEN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PIANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF AL RBSPONSMILMES CR LIABILITIES ITIES BY GARFIE D COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE ILESPOLAIBLLTTY FOR THESE i:.:•, AND IMPLEMENTATIC TERING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARGffiFECT, DESIGNER BUILDER AND OWNER COMMENTS ARE INTENDED 7C/ BE fA VATIVE AND IN SUPPER OF THE OWNERS INTEREST. Prell (;ffontoo3 I HEREBY ACKNOWLPDGRTTHAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE W D1AL1 diet 6i8? (3/3/0y •4 lobolSc 4- 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. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy use and the issuance of a Certificate of !. cupancy for the dwelling under building permit # V,300 Signature Bpcont082002 r.)_•04 - Date .) e¢ Date VALUATION/FEE DETERMINATION Applican (� j Address c��z C Date /O -l- • Finished (Livable Area): Main ZD39 Upper (p¢3 Lower Other Total Square Feet 270a *629 Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation 'Z'1 +75 Valuation Z037 f 9 Decks/Patios: Covered Valuation Open Valuation 4 /L Total Valuation Subdivision /FS it 6 le n Aline 1 Lot/Block Lo1L j C(w6L se cf+n J es Contractor tVI�L D °r• —L4nc . /8,13$ 2«4,$ 3 VALUATION/FEE DETERMINATION lican ¢ Y Pd r^ } Address 4i i C 2 Date /Q-(- • Finished (Livable Area): Main 2039 Upper 04,3 Lower Other Total Square Feet 2702 ,p (Q9 Valuation Basement: Unfinished 7039 s' 4/ Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation 6,z4 • /0 Valuation Z037 f '} Decks/Patios: Covered Valuation Open Valuation 4 R. Total Valuation law FtiS 3330.(,/ ?MD 2720. 77 / anmsbnettrnmd— Subdivision A �1 Glen Rfi►lq 1 Lot/Block Lo c C (wb(wuse `to{fkt3 e.5 Contractor out.. D-etle.1oP• .lac /84,e938 iS 5/35 nsci7 /7,2.52. /1,232 /8,3s/ 742 21p,gl3 2.04e0, 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. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because 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. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. 1 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 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: 106.3.1 (7.) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors 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 comer 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 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? 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'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 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 of positive connection of all columns 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 cave down to existing (undisturbed) grade contours? Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II 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 Code? Yes No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes ✓ No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes ✓ No 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes ✓ No 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural committee deny or reject your building plans? Yes ✓ No ,Eton..„./ T - S t .-+,j 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 dimensions a home can be on a lot is 20ft.wide and 20ft. long? Yes No 4 n PLAN REVIEW CHECKLIST Applicants i�TA4att Date iBuilding gineered Foundation f(/VI-Driveway Permit Surveyed Site Plan No it*Septic Permit and Setbacks V Gpde/Topography 30% AAttacll.Residential Plan Review List Minimum Application Questionnaire ✓ Subdivision Plat Notes 414 Fire Department Review c../Valuation Determination/Fees Red Line Plans/Stamps/Sticker Or{9. Attach Conditions ‘../Application Signed '—il Reviewer To Sign Application ua Water and Sewer Li:Creel/Schedule No. Ari Pr 40# Snowload Letter- Manf. Hms. GENERAL NOTES: ILA 30ft Stream Setbacks [l, ( Flood Plain -`Building Height — Zoning Sign -off 144. Road Impact Fees L_-H6A/DRC Approval 0.k. Grade/Topography 40% anning Issues Subdivision Plat Notes Oct D6 04 10:20a Michael Lauterbach 970 926-4011 OCT. 7.2904 2: 1BPM ASPEN GLEN GOLF CO N0.797 P. lit P • 2 September 2, 2004 Re: Aspen Glen Lots, Eagle's Neat Mr. Mike Lautabach POB 3451 Vail, CO 81658 Dear Mike, as discussed with Don Perris yesterday, your plans for this model home to be constructed on Lot 5, Eagle's Nest Tract A, have bean approved. Yon may submit the plans to the Garfield County Building Department. Design Review will need to sec a revised site and landscape plan for this lot. Please contact me to schedule this meeting. DRC presently meds the 1st and 3rd Thursday of each month; next meeting is set for September 16th, and there is available time on that date. As a reminder, three inspections need to occur during construction of each of these homes. These will ultimately be your responsibility and bear upon release of the Builder's Completion Deposit Please contact the DRC Administrator at (970) 963-4536 extension 234, upon completion of the foundation and dry -in phases of construction and for your final on-site review by the DRC. Failure to call for any of these inspections Wil result u 51100 per violation held by the Homeowners Macao' den from the return of your Builder's Completion Deposit All inspections ate performed by the Committee the 1st and 3rd Wednesday of each month. It will be necessary for your builder to arrange reviews in accordance with the DRC's scheduled sessions. Please keep in mind that a copy of your approved pleas are kept on file for periodic review by the Design Review Committee to assure compliance wit year approved plans. Any anticipated changes from your approved plms must be submitted to, reviewed by and receive approval from the Design Review Committee prior to making any changes. Si y Desi®Aevisw Commits eil cel Administrator l bealk Ca DRC files Mike Lauterbach, MIL Development ROUGH 25 X 54.5 54.5 . 62 31 X 36.5 31 X 48.5 54.5 X 82 72 X 98 25 X 36.5 31 X 38.5 121 X 30.5 121 X 78.5 31 X 30.5 32.5 X 86.5 31 X36.5 85 X 24.5 85X60.5 31 X 60.5 25 X 60.5 50X62 25 X 54.5 25 X 54.5 31 X 30.5 49 X 42.5 25X42.5 49 X 42.5 49 X 18.5 97X48.5 25 X 42.5 25 X 42.5 u_ 0 c0 x 99X60.5 co 0 c0 x BOTTOM I 1I-- 7' 2" r....CO CO CO CO CO r Cn r r f� CO p r C0 CO CO CO CO CO Cy r I- I— 1- En I- F. --i- co co GO TEMPERED EGRESS QUANTITY OF 3 QUANTITY OF 2 TEMPERED, SLIDER QUANTITY OF 2 TEMPER RT. 2478 TEMPERED L QUANTITY OF 2 EGRESS 1 TEMPERED ALL TEMPERED TEMPERED QUANTITY OF 2 TEMPERED [ EGRESS TEMPERED L EGRESS r EGRESS J X w J K J J J(nJ CC J J LL IL LL cc 1L J lL=JlLLL NK re J CC J0- X Cr cL LL lt' LI_LL J CC J _I X U_ J C' CLUBHOUSE COTTAGES AT ASPEN GLEN, LOT 5 1118 CO oi 1880-2480-1860 3036 3048 1880-2460-1860 7296 2436 3036 2430-7242-2430 j 2478-7278-2478 3030 3084 3036 8424 1860-4860-1880 J 3060 2460 1260-2460-1260 2454 V N O M 2442 X 2 2442 _ J 2442 X 2 4818 3048-4848-3048 2442 N N 3060 2480-4860-2460 3060 w X EC LEFT VENT 1— z > I— -NN i E MJL DEVELOPMENT INC. WINDOW SCHEDULE SEPTEMBER 1. 2004 0 IllN ENTRY STUDY 0 0Z LAUNDRY NOOK DINING PATIO DINING PATIO LIVING ROOM LR UPPER LR LOWER LR GABLE LR DOOR MASTER, F.P. MASTER UPPER MASTER LOWER MASTER M. BATH SPA M. BATH SPA BAY M. BATH VANITY M. BATH TOILET STAIRWAY UPPER HALL BATH 3 BEDROOM 3 BR. 3 UPPER BR. 3 LOWER BEDROOM 3 BATH 2 BEDROOM 2 BEDROOM 2 BEDROOM 2 (A 05 J ct LOC rN "? pj O 7-8 9 <r Or 12 13 14 15 co r 0) N' O r CDN N 22 C) N 24 inCON- CO NNNN 29 O N C1cr Le/010)000') DOOR DESCRIPTION: THREE STACKED PANELS, 1 3/4", PRE -HUNG, SATIN CHROME HINGES, DOUBLE BORE 2 3/8" BACKSETS 20 MINUTE, S.C. HINGES DOUBLE BORE, 2 3/8" BAACKSETS BYPASS SLIDER BYPASS SLIDER YES co Lu r 1 4 7/8" 4 7/8" 4 7/8" 00 NE- OD coco OD 6 7/8" 6 7/8" 6 7/8" co EED NE(O op ao CC) ba CD 4 7/8" 4 7/8" it) CO 2 3/8 BACKSETS, STANDARD SINGLE BORE. LH IS FRENCH LH RH RH J a' RH SIERRA PACIFIC WINDOWS RH LH 2 J 'SIERRA PACIFIC WINDOWS RH 2 d' r BYPASS RH BYPASS LH J CLUBHOUSE COTTAGES AT ASPEN GLEN, LOT #5 _ C? 9 9 9 9 9 9 9 O O O _ 7-0 1 O L 0-L O O O O DOOR MATERIAL: KNOTTY ALDER Id 3-0 1 O'tPW MNNNNNN 99c? 999 CO 01 01 'T NN 'T 1 5-0 (001"(9 NUDNN MJL DEVELOPMENT INC. DOOR SCHEDULE f SEPTEMBER 1. 2004 MAIN ENTRY 1 STUDY POWDER CLOSET M. CLOSET M. BATH M. TOILET M. BEDRM. L.R. DECK MECH. RM. MUD/LAUNDRY W U'1 DINING DECK PANTRY BATH 2 CLOSET 2 BR. 2 CLOSET 3 BATH 3 CO Q' CO 0r NM �Ell (O IMOD O) 10 11 - CO ' 14 15 16 17 18 6)O r Engineering, Inc. May 7, 2002 CIVIL/G EOTECHNICA I. Mr. Michael Lauterbach P.O. Box 3451 Vail, CO 81658 Via Fax: 970-476-6947 Dear Mike: EXHIBIT B RE: Open Hole Observation/Foundation Investigation The Cottages at Eagles' Nest Lot 3, Aspen Glen Filing No. 5 Garfield County, Colorado Project No. 02048 At your request, on May 1, 2002, we visited the excavation site at Lot 3, Aspen Glen Filing No. 5, The Cottages at Eagles' Nest, Garfield County, Colorado. The purpose of our site visit, was to observe and test the soils exposed in the foundation excavation for the proposed residence, and provide recommendations for the foundation design. This report is limited to the soil conditions observed and tested in the foundation excavation. No below footing test pits or test borings were done. The excavation for the proposed residence consisted of a singe bench, as shown on the attached location sketch. The depth of the excavation ranged from 6 inches near the northernmost corner to about 3.5 feet near the southemmost comer. The soil exposed in the foundation excavation consisted of very little topsoil with fine roots over zero to 3 feet of reddish -brown, clayey sand. We sampled the soil in the excavation at random intervals. The soil samples were tested in our laboratory for swell-eonsolidation, natural moisture content, and natural dry density. The test results are appended to this report. The proposed residence should be supported with conventional type spread footings, designed for a maximum allowable soil bearing pressure of 1000 psf. The footings should be placed on the undisturbed clayey sand. We recommend minimum width of 16 inches for the continuous footings and 2 feet for the isolated footing pads. Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 10 feet. We recommend that a backfill cover for frost protection of the footing subsoils is maintained according to the local building code requirements. The foundation excavation should he free from excavation spoils, frost, organics and standing water. We recommend proof -rolling of the foundation excavation. Soft spots detected during the proof -rolling, should be removed by overexcavation. Any overexcavation within the proposed foundation, should be backfilled, in 8 inches loose level lifts and compacted to 100% of the maximum dry density and within 2 percent of the optimum moisture content as determined in a laboratory from a Standard Proctor test (ASTM D-698). A structural fill, placed under footings should be tested by the engineer or her representatives on regular basis. Foundation walls retaining earth and retaining structures that are laterally supported should be designed to resist an equivalent fluid density of 60 pcf for an "al -rest" condition. Laterally unrestrained structures, retaining the on-site earth, should be designed to resist an equivalent fluid density of 40 pcf for the "active" case. P.0 Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax • Mr. Michael Lauterbach Page 2 - Project No. 02048 May 7, 2002 The above design recommendations assume drained backfill conditions and a horizontal backfill surface. Surcharge loading due to adjacent structures, weight of temporary stored construction materials and equipment, inclined backfill and hydrostatic pressure due to undrained backfill should be incorporated in the design. They should try to prevent the buildup of hydrostatic pressure behind the retaining wall. To reduce the risk of surface water infiltrating the foundation subsoil, we recommend installation of a foundation perimeter drain (see Figure No. 3). The backfill above the drain should be granular material to within 2 feet of the ground surface to prevent a buildup of hydrostatic pressure. The on-site soil is suitable for backfill. The site surrounding the building structure should slope away from the building in all directions. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and three inches in the first 10 feet in paved areas. The top of the granular foundation backfill should be covered with a minimum of 1 foot of relatively impervious fill to reduce the potential of surface water infiltrating the foundation subsoils. Surface water naturally draining toward the proposed building site should be diverted around and away from it by means of drainage swales or other approved methods. The roof drains and downspouts should extend and discharge beyond the limits of the backfill. It is not recommended to introduce excess water to the foundation soils by installing sprinkler systems next to the building. The installation of the sprinkler heads should insure that the spray from the heads will not fall within 10 feet of foundation walls, porches or patio slabs. Lawn irrigation must be controlled. This report has been prepared according to locally accepted Professional Geotechnical Engineering standards for similar methods of testing and soil conditions at this time. The findings and recommendation stated above are based on the soil conditions observed in the foundation excavation. There is no other warranty either expressed or implied. Sincerely, r�q Os REG, LKP ENGINEERING, 'biA• P's'PE. %F'� ?_ 29526 Luiza Petrovskaa, P:, •\:, President PS�DHAI E� Enclosure One copy faxed, original mailed. l' U)ocuments .md Settings tkdministntor+My Uucun cmdwPIO-LKP102048cIsnd-OPIN.ItI' F wpd I.KP Fiwineerinu. Inc. , D. i . • . D 1' • J • NC O ' D 4•Q• • k ••• D SLOPE AWAY FROM BUILD/NC COVER BACKFFLL WTN ONE FOOT OF RELATIVELY /MPERNOUS SOIL • GRANULAR FILL ° •• FOOTING • . A /.\ /.\ /.\ /.\ /.\ /. PLAS77C LINER, GLUED TO THE FOUNDA710N WALL GRAVEL THICKNESS SHOULD BE AT LEAST 24 INCHES / 7' FILTER FABRIC (WRAF) 14014 OR EQUIVALENT) COARSE GRAVEL 3/4 INCH D/AM. MTH LESS' THAN .5X EWES 4 -INCH DIAMETER PERFORATED PIPE SLOPED TO A SUITABLE OUTLET AT 1/4' PER FOOT FOR FLEX/BLE AND AT 1/8' PER FOOT FOR RIGID PIPE CIVIL/GEOTECHNICAL Engineering, Inc. P.O. Boa 1452 Avon, CO 81620 141 (970) 926-9086 fax (970) 926-9089 PERIMETER DRAIN Mart MG' 02048 LOT .1 ASPEN ani FILING NO. 5 THE COTTAGES AT EAGLES' NEST GARPIELD COUNTY, COLORADO PREPARED FOR MJL DEVELOPMENT, INC. SCALE NTS DATE 05-07-2002 FIGURE Na COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 109 8th St. Suite 303 Glenwood Springs, Colorado Phone 945-8212 Job located at 74 l dffskcvj cbr q Permit No. 13co I have this day inspected this structure and these prem and for the Bowing cct�ctions needed: I4- R 11,, Z. C, { wR -fly of. az. 3 - Snit" cr48�T a'H C (0iwgil � You are hereby notified that the above correction must be Inspected before covering. When correction(s) have been made, call for inspection Date l0-1--5 19 Phone 945-8212 ilding Inspector No. C 3C)C3 Job Own Contracto Assessor's Parcel Na t9r)Q{ %-,az_e 5 Date /0----Q/-1391 B ILDIN R 1 ARD ASS Ar. • `11 . Ari `i iJ�Efear: Addre - �I` 7�ai_ any hl►�/`�� LrG�� Address r .i T dress cls_ oils T Footing Foundation Grout Underground Plumbing /I -1.8 -U -I Rough Plumbing 41 -2 - Framing -2- Framing 3 -3 --Cc Insulation 3-9-D5 Roofing Drywall 5-/S-- os Gas Piping •-Z-r5-74-- a aro •-11=t RH one # Phone # Zoning Glen. Sly' -139-1 LH INSPECTIONS NOTES 4 at 7 6 Weatherproofing Mechanical 7-z 7 C Electrical Rough (State) 3.2.OS Electrics Fin* tate) 646.01- G . (4). Final Checklist Completed? Certificate Occupancy # Date Septic System # Date Final Other 70040 -0 ?GilaS RCM CSpct TO C.1Iw/u EXTERIOR Address No Drainage M.ti {ark Decks -support & clearance to wood Decks -stairs & rails Exterior locks Flashing around doors & windows Insect screen - 6,N INTERIOR GARAGE Fire wall separation 0r"' Service doors -13s" min. ✓ Door (20 rnin ) wlauto closer -1$" mm. �] Mech. equip. 113" above Iloor (V'7- No opening into sleeping area BASEMENT -CRAWL AREA ti Access D/ Insulation hit Headroom/Stairs &A, Ventilation FINAL CHECKLIST MECHANICAL ROOM Boder rj 7. i sQr (continue on back) F A gdoil ` g44415113 Floor drain Clearance dAp• Air con system . r Met heater (�j Combustion air CY �/_ Ges piping. valves Va. LPG Dram � •{ FIREPLACE/STOVE Clearance to combustibles"�• Termination of chimney Combustion air Hearth (12" or 20" on sides) Glass doors Certified by: REMARKS STAIRWAYS , t Headroomuari 1/41 Railingiling 8 guardrails Width Mae & run KITCHEN Clearance above gull Exhaust fan Broiler exhaust (1 hr. chase) BEDROOMS Egress Smoke detector BATHROOMS Exhaust fan Shatterproof glass OTHER osC 1 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued/. Zoned Area Permit No • 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 andIMMEDIATELY BECOME NULL AND VOID. Uses/P on ." Contractor 3L Address or On el Descriptio a Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION IRD Footing IO-ZT,Dch Foundation ,"J_ P -0-44- Underground Plumbing ( i_ 1 p _ ;;y TR_ Insulation 3-1-05-A974 Rough Plumbing 32_o Drywall 3-15-03' Chimney & Vent 3_2_,0s '-- Electric Final (by State Inspectorlij'l (?q Gas Piping .s._ a -,22, ,t, E M! Final 4-8-0 Electric Rough (By State Inspectory�t $I Septic Final ja, Framing .7- 3 -05-47,1---`` (To include Roof in place and Windows and Doors installed). 1 Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 3845003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD Date&( BaeCagje IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC