Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Application-Permit
Garfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address %1(jf .� / NO. CI gg(4:2, Ar" -s 5,04,14zyG ff 6 D/ Y Nature of Work Buildinz Permit Use of Buildin Owner {••• (12A4/(S2/ Contractor f* t`?l5—/&3 Amount of Permit $35014, 6 4' 50, _lam Date dot' h c1 Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEPHONE: (970) 945-8212 PERMIT Na xx� INSPECTION LINE: (970)384 5003 PARCEL/SCHEDULE NO.{ ?39 i " !e - ,.-.L.,.,.4.,..... T. U —,/ ii T sr 1,e1 it T l `-`5-LA—.-3"--3 A' --1 1 LOT NO. BLOCK NO. SUBDIVISIONIEKE/M/P�TIIO,N 2 OWNER - �' Sg - ! "�Lr.1� PH: WK Pt3: 3 COh1RACTOA het ea. 4/1 L� ADD 9 �ros� 0calloyi Cl4 v; CC! 737 '7'� 4V6 Uc NO: 4 AACULTECNP2Ata EER ADDRESS / Pit ,.y LICNO: j SQ. FE. OF BUILDING,7�71I��}}���)j/'} / 1 +/J ' �, Q. Fr.aTOT J BEIGITr 7 NO.OFFLOGRS 6 USE OF BUILDING • f.rl y�/)/ J / ✓ /{� ■ y+ (+/M //� �A/,� ///A/y /}�y'.'{�/(/�''' /3i/S _! Ca -'A • l 4 / �} . `..Ila. WI{� ! �/ 6412- \ ✓ I a. \ ' 4. ? DESCRIBE WORK: ,, / moi^ lf�/J7 (,J% /V0, .)n'0c170 7i - 8 ///CCs.. d1.M OF WORM DADDffON DALTFRAtTON DMOVE DR MOVE 9 • 1tAtAOE: oSEUOLE oDOGByLLEE� /s- CARPORT: oaatOLE oDOUBLE '. yb DSNEWAYPERMIT I G Yjl (J /y 1„locEsriE SEWAGE DISPOSAL (SEVIM 5011:EPL4N 10 VAVUATlOYOFWORK: S� IK ADRATBD VALUASlON:a iin3 5, 41 u 0 ZEAL CNS 0r] C.. NOTICE SEPARATE ELECTRICAL PERT.ffF IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. 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 ISO DAYS AT ANY TIME AFTER WORK IS CO LACED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNINGTiIIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECFED HEREIN OR NOT. TEE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. .,_,, I r 'a l s+'L ' - �� Date CG}�f Pd PLAN CHECK FEE: / 13 88. 50 PERMIT FEE: Z) 3(, /5 - TOTAL FEE: DATE PERMIT ISSUED: 524.6 5 *50 +1 7 �7. W •JJ OCC: GROUP: CONST: TYPE: ---f;/? 1� 1'� ZONING SETBACKS , T r .„ ,�i, authorized _ a having aced and understood dotice wave. I '' `' ,I 0 - I 1 �� H ME: �Q iSDS NO: &FEE; - 6-0 6-0., Building Dept A oraiIDate Planning Dept Approval/Date AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDINGDEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. TF% SIGNER FURTHER AGREES THAT 1:F THE ABOVE SAID ORDINANCES ARE NOT FIJI COMPLIED WITH IN tHh LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FR DIE COUNTY AND THAT I'ttk,N AND THERE TF SHALL BECOME NULL AND VOID. THE OID- THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER. DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIIUNG 1 CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WEEN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF TIILS TURISDIe.t ION - REVIEW OF THE SUBMITTED PLANS AND . SPECIFICATIONS AND INSPECTIONS CONDUCTED” THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF I! ,PONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. TBI; RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTAT . /RING CONSTRUCTION RESTS SPECIFICALLY WTTHTHE ARCHITECT, DESIGNER, BUILDER AND OWNER COMMENTS ARE INTENDEDDTOBE CONSERVATIVE AND IN SUYPt OF THE OWNERS INTEREST. Garfo n.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. q!if0,5 4100 38/ VALUATION/FEE DETERMINATION Applicant gie4 Subdivision aiitetragros Address 45/ //7 Lot/Block Date /— 7.9 Contractor, 6 • C P/ /and , Finished (Livable Area): Main Upper C/ 0.0 Lower Other Total Square Feet 2310 74•x$ 24,331. Q Valuation Basement: r Unfinished /356 41 Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation Decks/Patios: Covered Valuation Open 12o0 ' 'S Valuation g� Total Valuation T *jo l2 goz8 2 103 t 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 leastand drawn to scale. Plans must include a floor plan, 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 structures) 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 i/ 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Yes V �t{T 4.01— Alb orNGL 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 pro erties), streams or water courses? Yes H? 4 43 //-, ;r;€ /9Gcriss /41Va or RA 4. Does the site plan indicate the location and direction of the County or private road accessing the property,?r, Yes Yf/T5 /lc. / ; �Gu 4/. 3 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 veif 2 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances re uired between wood and earth? Yes / ///-5L, 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and soffits? Yes 1/ ,' T 41/, 16, AJOr %," 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 y� ,'r /. 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? • Yes V S�ta� 19 6, ecia��o 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes '" ,S /. 2; r/. % /. S , % c7 --c 11. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes `ie -s 46.3 ^`/ c\ ht 14- d1, fj_r a,' 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 existing (undi,�turbed) grade contours? Yes �,l'T f� �, / 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 /+J n 4 t4v ©e. ?(...r.;1;4 elite t d �" ;,..-J4 Et c- en'./ 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 rooms and/or basements comply with the requirements of the Uniform Building Code? Yes No s -r /4,/, 4 n)nr 16. Does the plan include a window schedule or other verification that windows provide natural light and vent'lation for all habitable rooms? Yes No ,g 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 V No r /. 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No 'Hf �.Z.7- A-146. 7".' /141.7006: - 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 /lfp 4,V,E,--) 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 do ,y 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 V' 23. Do you understand 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 code 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 Depai t��ient? Yes No 4 26. Do you understand that approval for design and/or construction changes are required prior to the applicat' n of these changes? Yes V 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 buildingp rmit? Yes L 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 1 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 d occupancy of the building? Yes No GG'il��roy9r.. 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 c mplying 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 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 e of 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 building ermit? Your attention in this is appreciated. Yes No I hereby. acknowledge that I have read, understand and answered these questions to the best of my ability. Signature (/J4Z— D ate Phone: 910 9 14 3- 6// iz (days); 9pc.) ,z." -a , (evenings) Project Name: Project Address: Notes: °4 Its/ e:7 -Y Pd //� 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 PLAN REVIEW CHECKLIST Applicant r..4904 Date 8 - Z9' o5 Building Engineered Foundation Driveway Permit `'Suomi Site Plan 7S 4 -/Septic Permit and Setbacks ✓Grade/Topography 30% Aleach Residential Plan Review List Minimum Application Questionnaire X1.14 Subdivision Plat Notes 414 Fire Department Review L./Valuation Determination/Fees 4 Red Line Plans/Stamps/Sticker Attach Conditions r/ Application Signed `Plan Reviewer To Sign Application t/ Parcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Planning/Zoning Property Line Setbacks ft Stream Setbacks ✓Flood Plain !/Building Height r Zoning Sign -off iad Impact Fees seTroA/DRC Approval ''Grade/Topography 40% 'nning Issues "subdivision Plat Notes BERGERr Engineering Garfield County Building & Planning Department 108 81h Street, Suite 201 Glenwood Springs, Colorado 81601 December 2, 2005 Phone (970) 945-8212, Fax (970) 384-3470 Attn: Mr. Andy Schwaller Re: Engineering Certification, 4451 County Road 117, 4 -Mile Creek Road, Glenwood Springs, Colorado Andy: As discussed, the design documents prepared for the 4451 County Rd 117 project were prepared under the direction of a professional engineer licensed in the state. of Colorado. The foundation, walls, floor systems and roof system were designed in accordance with the UBC and a snow load in excess of 40 pef We understand that the plans have been redlined and as such the redline information will be incorporated into the "For Construction" drawings. A set of the "For Construction" drawings will be stamped by a professional engineer registered in the state of Colorado and provided to the county at the time the building permit is obtained. We appreciate the time and efforts of the County review staff and look forward to moving forward with construction of this project. If you have any questions or desire additional information, please do not hesitate to call Donald J. Berger, P.E. at (970) 948-6114. Sincerely, Donald J. Be T er, P. 0451 Canyon Creek Dr. Glenwood Springs, CO 81601 (970) 948-6114 Cell (970) 945-5333 Off. 12/2/2005 2:55:23 PM C:.Documents and Settings ldonber My Documents\Berger House Plans14 Mile RanchWng Garfield County Btdg.doc L/- -f 51 Job Address CR, rei Owner Contractor Assessor's Parcel No cj1S_10� Date 41 G BUILDING PERMIT CARD AddressCR ( viOA(: one # ?(a) - to1f Address `i£ - - .6vx •C SFhon Rear RH LH Zoning 317- 7607 Setbacks: Front IC- CY) c,�...a, �z � ice, S its Test ca ' -C.'(, -& Footing 6 /'7•v 7 /v'' Foundation 7-71-027,7i ;14' Grout Underground Plumbing k Rough Plumbing 2-t7 INSPECTIONS L1 Framing Insulation 6- /‘. Roofing -Drywall %-,j `c'0 Gas Piping 5-7- -OR-A9-114 nA IA,' f 4e: 1, 4- 6-A1'�-: ,per[ 73Asi ,x i r i- e'- Z c2 -- s Weatherproofing Mechanical Electrical Rough (State) Electrical Final (State) ....979,--Final30-405 /Checklist Com eted? Certificate Occupancy #/0 Date [SSCQ alL230.fL'083 Septic System # = 'd (0,‘ Date21 "•t/ -Final Other '1,luz-Q-�% _ { f Sr NOTES (continue on back) COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at y'V31 (x/2(`7 Permit No. 9 s'6 I have this day inspected this structure and these premises and found the following corrections needed: Ofr e e 4: e./4.‘ -% deet-rzen, A611 for Re -Inspection ❑ $50.00 Re -Inspection Fee must be paid prior to Re -Inspection 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 -a9 Building Inspector 20 Phone (970) 945-8212 COUNTY OF GARFIELD - BUILDING DEPARTMENT COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at `f� �5'/ c€//7 Permit No. fcs?'& I have this day inspected this structure and these premises and found the following corrections needed: doe//j,/4"GG ALL mai `j/ itis - AJ CA frC,/c' / ZA772, /.fis-�/E c W /r CaII for Re -Inspection ❑ $50.00 Re -Inspection Fee must be paid prior to Re -Inspection You are hereby notified that the above correction must be inspected before covering. Whenmorrection(s) have been made, call for inspection at 970-384-5003. Date �7 -- Q e 20 Building Inspector Phone (970) 945-8212 CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at e/5 C dig II 7 Permit No. 1 have this day inspected this structure and these premises and found the following corrections needed: 441( .4-e / 214 Cali for Re -Inspection y�[ fa% $50.00 Re-Inspectionm Fee must be paidaiprior to Re -Inspection '" h�r *� y no + i - d eve correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 9 20 Building Inspector `% , Phone (970) 945-8212 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at SC/ d-4)11'7 Permit No. premises. I have this day inspected this structure and these n • found he following corrections needed: ,1/ / chto--z----- okl:ant— 1:4-:42JLIVil/LA:1)Mr-ci— k og r . 5k -et l c5 Dah. Roo\ gV 1 El Call for Re -Inspection D $50.00 Re -Inspection Fee must be paid prior to Re -Inspection You are hereby notified that the above correction must be inspected before covering. When torrection(s) have been made, call for inspection at 970-384-5003. Date Building Inspector 5-21 Phon (970) 945-8212 6tpt,tet /0666 -bud dervmec-40-A COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at #57 /17 Permit No. ?6318(-P I have this day inspected this structure and these premises and found the folIowi g corrections needed: A 442e44 0 CaII for Re -Inspection D $50.00 Re -Inspection Fee must be paid prior to Re -Inspection 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 ` Z i��U �J 2�0,y ,E Building Inspector JJ1 �/ Phone (970) 945-8212 INSPECTION WILL. NOT OE MADE UNLESS MS CARD IS POSTED OM TEE JE..) 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BU I LD I NG PER MIT GARFIELD COUNTY, COLORADO Date Issued.. . .Zoned Area Permit No .a ., AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOMNULL AND VOID. UsSi CA U. Address or Legal Description �...__. " t bort+ Own 414. w 4 +1 f i Contractor 1' 6u. 4, Sucks" Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. 5 -- THIS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado APP ' OV E D DO NOT DESTROY THIS CARD Date q By F PLACED OUTSIDE - COVI R WI. Hi CLEAR PLASTIC INSPECTION 4 CORD Footing -23-07L, Driveway Foundation 7-/`-ol.‘—:e' Underground Plumbing ..:-, 4 t Insulation C, - (0_0 . AI 'oug ' umbing `'L -O, :,4i Drywall/)A////'or-i- GAR. 7-.3 `ee 14J. Chimney & Vent Electric Final (by State ', : fi Gas Piping 5-7, ,- 1 ,kiff/Final 30`,08 �l.f�%i %� Electric Rough (By State Ins eon- Septic Final /o- ' o Framing (To include Roof in place and Windows and Doors installed). Notes: //i/SciG, 5o t5 to? 6--Adv•-,12- 29/'/u0f7[G •- 134sX/ M t 1- G.07.S• . . 4 ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado APP ' OV E D DO NOT DESTROY THIS CARD Date q By F PLACED OUTSIDE - COVI R WI. Hi CLEAR PLASTIC BERGER 1► Engineering Garfield County Building & Planning Department 108 8" Street, Suite 201 Glenwood Springs, Colorado 81601 August 10 2007 Phone (970) 945-8212, Fax (970) 384-3470 Attn: Mr. Matt Provost & Mr. Fred Jarman Re: Engineer of Record, Building Site, 4451 County Road 117 Access Road Bridges, 4 -Mile Creek Road, Glenwood Springs, Colorado Permit No. 9889 Matt & Fred: As discussed during your site inspection (7/31/07), I am the Engineer of Record for this project and as you noted, the construction is under my direct supervision. Per your request and recommendation I have prepared this letter to document for Garfield County that the construction has been and will continue to be under my direct supervision, be within the specifications of the unified building code as well as follow the site specific designs developed for the project. During Mr. Provost's 7/31/07 inspection visit, we were informed that since the Engineer of Record is on-site there is no requirement for inspection. In good faith and out of respect for the County Inspection team we will continue to inform the inspection office prior to the placement of concrete and/or fill such that you can visit the site as you feel needed to assess the work activities and provide input to the project team. We appreciate the time and efforts of the County Inspection team and value their input into our project. We look forward to working with the county and continuing construction of this project. If you have any questions or desire additional information, please do not hesitate to call Donald J. Berger, P.E. at (970) 948-6114. Sincerely, Donald J. `.ger, P. 0451 Canyo Creek Dr. Glenwood Springs, CO 81601 (970) 948-6114 Cell (970) 945-5333 Off. AUG 2 1 ?.007 rBERGER 1► Engineering Garfield County Building & Planning Department 108 8th Street, Suite 201 Glenwood Springs, Colorado 81601 August 10 2007 Phone (970) 945-8212, Fax (970) 384-3470 Attn: Mr. Matt Provost & Mr. Fred Jarman Re: Engineer of Record, Building Site, 4451 County Road 117 Access Road Bridges, 4 -Mile Creek Road, Glenwood Springs, Colorado Permit No. 9889 Matt & Fred: As discussed during your site inspection (7/31/07), I am the Engineer of Record for this project and as you noted, the construction is under my direct supervision. Per your request and recommendation I have prepared this letter to document for Garfield County that the construction has been and will continue to be under my direct supervision, be within the specifications of the unified building code as well as follow the site specific designs developed for the project. During Mr. Provost's 7/31/07 inspection visit, we were informed that since the Engineer of Record is on-site there is no requirement for inspection. In good faith and out of respect for the County Inspection team we will continue to inform the inspection office prior to the placement of concrete and/or fill such that you can visit the site as you feel needed to assess the work activities and provide input to the project team. We appreciate the time and efforts of the County Inspection team and value their input into our project. We look forward to working with the county and continuing construction of this project. If you have any questions or desire additional information, please do not hesitate to call Donald J. Berger, P.E. at (970) 948-6114. Sincerely, Donald J.::rger, P.E. 0451 Cany. Creek Dr. Glenwood Springs, CO 81601 (970) 948-6114 Cell (970) 945-5333 Off. 0I,5T . STAB I LIZAT$0 / Sc ROCKO.IR s SOLUTIONS LLC ESIGN . BUILD Garfield County Building Department 108 8th St., Suite 401 Glenwood Springs, CO 81601 Attn: David Mead (970) 945-8212 (office) Re: Engineer Letter on Roof Structure & Mise Items, 4451 CR 117, Permit No 9886 David: RECEIVED JUN 0 9 2008 GARFIELDCOuNi Y BUILDING & PLANNING June 3, 2008 As requested during your 5-29-08 Framing Inspection you provided a Correction Notice. This letter has been prepared to provide documentation of the items in question (copy attached). The response to the items are listed as referenced on the attached notice. 1) adequacy of header above door on south side loft. This door configuration was modified from the original design due to the overlap with the breakfast nook roof line. The door header consist of a double 11 7/8" LPI over a triple 2x12 header that transfers load to the triple 2x6 columns on each side of the door jam. Review of our analysis for this door header indicates that the triple 2x6 or the double LPI alone should have been sufficient to transfer the load to the columns. 2) SIPS Panel/Installation? valleys? We have attached the "R -Control Load Design Charts" for the 9 /" core panels used on the project. Review of the Load charts and the application indicates that the foam or non structural splined span of 12 ft can be used throughout the structure for the live and dead loading with a factor of safety of 3. The valley(s) in question have an unsplined span of less then 8 -ft in all cases. 3) support of logs The log frame system was design to bear on 2x6 shims that bear directly on the concrete walls or 2x6 frame walls accordingly. All 2x6 shims are anchored to the concrete via lag bolts, each other via nails and/or the frame via Lags and/or nailers. The logs are stamped as structural logs from the manufacturer "Frontier Log Homes' out of Montrose CO. 4) Breakfast nook -ridge support This wall and header was modified during construction due to the limitations of the three roof lines in this corner. The concrete frame was reduced in height to allow for the log, roof and wall system to connect above the breakfast nook into the loft wall area. The outside wall of the breakfast nook was modified to provide a 2x6 A -frame gusset plate attached to the concrete hanging wall and thrust blocked into the concrete comer logs. The appearance of strain in the window buck occurred during placement of the concrete. A structural failure of the ICF foam blocks at the base of this wall resulted in a slight shift of the frame. Once the concrete wall solidified no change has been observed in this header and/or window buck. 614/2008 4:15:40 PM C:'Documents and Settingsldon_berger\My Documents\Berger Personnalllnspection Ltr Requested 5-29-08.doc Framing Inspection Info Requested 5-29-08 June 3, 2008 Page 2 of2 Items No 2, 3, 4 and 5 were missed by the carpenters during assembly and will be modified (i.e. wrong window(s) in the wrong buck(s)). We appreciate your identification of these deficiencies and will have them corrected prior to your insulation inspection. The exterior deck posts are adhered to the #9 all -thread bar via subfloor glue. The bond strength between the 12 -in long (min) bar and the wood post provides the uplift resistance to far exceed the anticipated loading for this system. We hope that this letter will assist your office in documenting the design and implementation of the structure associated with the project at 4451 CR 117 permit No 9886. We are confident that your inspection in the future will find the remaining deficiencies identified remedied. We have conducted an independent inspection of the project and have requested the carpenter provide additional structural improvements as well. You can be assured that Rock Solid Solutions will adhere to the guidelines set out by the ICS Building Code and be in accordance with our permit requirements. We appreciate the efforts of the County and look forward to working closely with you in the future. Thank you for your time and efforts. Respectfully, Donald J. Berger, P.E. lc: sent File 6/4/2008 4:15:40 PM C:1Documents and Settings\don_berger\My Documents\Berger PersonnallInspection. Ltr Requested 5-29-08.doc C:\Documents and Settingsldon_berger\My DocumentsiBerger PersonnallInspection La Requested 5-29-08.doc L COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone j970) 945-8212 Job located at /IC/ �4 7ri Permit No. gig(.47 I have this day inspected this structure and these premises arid found/the following corrections needed: ei 49-yy4 /1 *AAA ddoeiA (1 I OW 3173 4f�1 J ' 7. D Call for Re-Inspection4-41. 4 I'(D ,.,. D $50.00 Re -Inspection Fee must be paid prior to Re -In pection 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 5 2,120 Building Inspector ! )/V-( -{ '\, , Phone (970) 945-821 • t 't.. /961-€1- -4 6 .e-1\ con tr r wwwr-control.com Note: Information deemed reliable at tirn wwwx-controicom for latest information. Architect/Engineering Review The Load Design Charts for R -Control SIPs have been developed from national testing standards, testing at inde- pendent laboratories, and qualified structural engineers. They have been determined to be consistent with sound building practice. These charts cover most common construction requirements. Each building project should be reviewed by an architect/engineer to determine the suitability of R -Control SIPs. Evaluation Reports available from: ICC -ES HUD various state and local jurisdictions Construction Details and Video Available R -Control SIPs are structural components for use in load bearing wall, roof, ceiling, or floor assemblies. Contact us for complete detail drawings, technical specifications and a building techniques video. You can also download many of these documents From our website at www.r-control.com Example: 5 [;FON S�CTIOF[ E R—Coe,[!oie SR 061 .al frysrinl - Fed. ele 61 •eM x — le ieI /, pl[. ee p•pp�6.1 n . .31Wes . of flpcal 40ce dN d Pe.Rf. R{petrol— [ee . --f]5 es .P[C[q repiembAc ;;c1:12.4 Vow 11.1•4., eacareoces. .'.00f.• eal:nwre. R-Coe1.d 0o-64-6• .44 sVe, leo k eollpn c*..w. 6--4.444 Cc -M-36 M1 00. c '144044. .e-M-Wy cmliwav -Hee .sfge Yne. sen.ew d .•Fps1 memler gih,a �• °e0d lx d. ee VWe pm. Table of Contents: Pages 4-5 Wall Design 6 Header Design 7-10 Roof/Floor/Ceiling Design 11 Diaphragm Design Notes: R -Control SIPs for Walls • 2X Top Plate joints must be staggered a minimum of 1' from panel joints. • For non•loadbearing walls, refer to Transverse Load Design Charts #4, #3, #3a, and #3b for transverse capacity. • Double vertical boundary dimensional lumber of #2 Douglass Fir or better is required to achieve shear capacity. R -Control SIPs for Roofs, Floors, or Ceilings • Load Design Chart #1 provides transverse capacity using a surface or block spline detail for spans from 4' to 12'. • Refer to Load Design Charts #3, #3a, and #3b for higher loads and/or longer spans than provided for in Load Design Chart #1. • Minimum edge bearing for roof, floor, or ceiling panels is 1 1/2". • For application of R -Control panels as flooring, a minimum 7/16" OSB or equivalent overlay is recommended to provide additional impact and point loading resistance. • For sloped panels, the loading conditions and panel capacities should be reviewed based upon the inclined panel length. Refer to R•Control Technical Bulletin sip no. 2042. • Load Design Chart #3, for spans greater than 22' and for all 111/4" core panels, the dimensional lumber is required to be #2 Douglas Fir or better. R -Control SIPs used as Headers • The R -Control Load Design Chart #5 provides header capacity for R -Control panels. For higher capacties, code accepted framing is recommended. R -Control SiPs used as a Diaphragm • Diaphragms can be design with R -Control panels with capacities up to 850 plf. Refer to R -Control bad Design Chart #7. R -Control SIP Deflections • R -Control SiPs should be designed to comply with the deflection limits of the applicable building code. R -Control load design charts are for total load (dead Toad + live load). For long term deflection under sustained load (creep), additional deflection must be evaluated. R -Control SIP 2X Lumber • All R -Control SIP 2X Lumber shall be SPF#2, engineered equivalent, or greater; unless otherwise specified. General Recommendations • Please review the R -Control SIP Detail Book for general recommendations on the storage, handling, installa- tion, and protection of R -Control SIPs. PANEL WEIGHT 3 R -CONTROL` PANEL WEIGHT (p.s.f.) EPS CORE THICKNESS 3 1/2" 5 1/2" 7 1/4" 9 1/4" 11 1/4" 7/16" OSB. THICKNESS 13 3.5 3.6 3.$ 4.0 3 Roof/Floor - Transverse Loading LOAD DESIGN CHART #1 (SEE SPLINE DETAILS SIP -102 or SIP -102g) R -CONTROL® STRUCTURAL INSULATED PANELS PANEL SPAN 7/16" OSB THICKNESS EPS CORE THICKNESS 3 1/2" CORE 5 1/2" CORE 7 1/4" CORE 9 1/4" CORE 11 1/4" CORE DEFLECTION L/360 L/240 L/180 L/360 L/240 1/180 L/360 L/240 L/180 L/360 L/240 L/180 L/360 L/240 L/180 T R A N S V E R s E L 9 A D S 0FP 4'- 0" 65 80' 80' 89 122' 122' 92 1361 1361 107 1361 136' 104 1361 1361 6'-0" 40 53' 53' 58 81' 811 64 96' 96' 75 96' 96' 73 961 961 8' 0" 28 40' 40' 42 611 61' 51 76' 761 61 76' 76' 60 76' 76' 10'- 0" 20 30 321 32 48 49' 44 64' 64' 54 641 64' - 55 64' 641 { 12'- 0" 40 56' 56' 51 56' 561 55 561 561 [1] LIMITED TO ULTIMATE FAILURE LOAD DIVIDED BY A FACTOR OF SAFETY OF THREE (3). [2] PLEASE REVIEW NOTES ON PAGE 3. -71°.°7-F 4a R -Control^_ Do -M -Ply continuous: t " 1 Note: Spline 10 be of material conforming to OOC PS2-92. min thickness equal to the ponel skins. Spfine t_ }. R-Conlrof Oa -Alf -Ply each side. bath splines, continuous. Factory eleclrieal chose R -Control SIP. heir— ,._. Fasten with Bd nails or 14 qa. 1 1/2" Stopres O 6 o.c. both sides of panel joint or equivalent. Typical each side of panel. SECTION_/PLAN Scole: NTS Note: Vopor retarder recommended on interior of panel when mandated by code or climatic conditions. updated 9-2-0 R-Controte SIP TITLE: Spline Connection NO. Sarfaco Spline I SIP -t12 1 7/!6" rR Control --f. -1 Do -All -Ply'T .IOOnbnuous._,�_, ' YL Spline Beam. R -Control SIP. R -Control Do -All -Ply each side, top & bottom. continuous. 1 7/16' Factory electricol chase. Fasten with 84 nails ar 14 ta. 1 1/2- staples 0 6 o.c. both sides of panel joint ar equieOlenl. Typical each side of panel. SECTION/PLAN Scale', NT5 Note: VOpor retarder recommended on interior of panel when mandated by code or climatic conditions. *ante 9-2-03 R -Control Panel TITLE: Mock Spline Connection. TNO. $1P-1028 7 Roof/Floor - Transverse Loading LOAD DESIGN CHART #3 (SEE DOUBLE 2X SPLINE DETAIL SIP -102d and SIP -108) R -CONTROL STRUCTURAL INSULATED PANELS PANEL SPAN 7/16" OSB THICKNESS EPS CORE THICKNESS 5 1/2" CORE 7 114" CORE 9 1/4" CORE 11 1/4" CORE DEFLECTION 0360 U240 L/180 1/360 1/240 1/180 U360 L/240 1/180 L/360 11240 L/180 T R A N S V E R S E L 0 AD (SPF) 1 Or- 0" 53 79 105' 89 109' 109' 150 174' 174' 177' 177' 177' 12'-0" 40 59 79 65 91' 911 111 145 145' 148' 148' 148' 14'- 0" 30 45 60 48 72 78' 84 124' 124' 115 127' 127' 16'- 0" 24 35 47 37 55 68' 65 98 109' 89 111' 111' 18- 0" 19 28 37 28 42 57 51 77 97' 70 991 991 20'- 0" 15 22 30 22 33 44 41 61 82 56 84 89' 22'- 0" 33 49 66 45 68 81' 24'- 0" 27 40 54 37 55 74 11 LIMITED TO ULTIMATE FAILURE LOAD DIVIDED BY A FACTOR OF SAFETY OF THREE (3). 2] DOUBLE 2X MUST BE CONTINUOUS. 31 PLEASE REVIEW NOTES ON PAGE 3. 7/16' 104 Nailset 12` o rows. ows. staggered. R -Control SIP. I LR -Control Do -Al -Ply, R -Control continuous. Da -MI -Ply continuous Factory electr cal chose. each ode lop & bottom Fasten with 8d nails or 14 oa. 1 I/2" staples ® 6 o.c. both sides of panel joint or equivolenl, Typical each side of panel. SECTION/PLAN _co=e: Nf5 Note: Continuous vapor retarder required on interior of pone(. upontxx 9-2-0). R-Co.nfr0!6 SP TffLE S?`in± connection INO. Double 2x 51P -?024 8 Continuous Double 2x spline or engineered equivalent. See SIP -1024 (or 5=P -102o) for spline connection ec fastening information. R -Control SIP, see Lood Design Chart 13 for pone( load capacity. Note: Vopor retarder required on interior of panel. • ISOME_TRIL PLAN &cote: N15 90' Edge plating material. 2x lumber or engineered equivalent. upowed 0-e-02 R -Cor trot° SIP Tom: INO. =loo,/Roof Panel Cannectieni S{7.-; 4Y 1:113/1.i./ ZUEI-D , LJ: Ub b1Obb:eI <UHll AND bK11Jl�� Garfield County Application for Driveway Permit Person Obtaining Permit: Berger Donald and Janis Permit Number: GRB05-1-48 Application Date: 6414/2005 Termination Date: 7/14/2005 County Road, Number: .117 District: Glenwood Inspector: Bobby Branham hereby requests permission and authority from the Board of County Commissioners to construct a driveway approach (es) on the right-of-way off of County Road, 117, At Address of 4451 CR 117, located on the dera side of road for the purpose of obtaining access to property. Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the proposed installation showing all the necessary specification detail including: 1. Frontage of lot sling road. 2. Distance from centerline of mad to property line. 3. Number of driveways requested 4. Width of proposed driveways and angle of approach. 5, Distance from driveway to road intersection, if any. 6. Size and shape of area separating driveways ifmore than one approach. 7. Setback distance of building(s) and other structure improvements. 8. No unloading of equipment on county road, any damage caused to county road will be repaired at subdivision expense. 9. Responsible for two years from the date of completion. General Frrition 1) The applicant represents all parties in interest, and affirms that the driveway approach (es) is to be constructed by him for the bona fide purpose of securing access to his property and not for the purpose of doing business or servicing vehicles on the road right of way. 2) The applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the construction of the driveway(s). All work shall be completed within thirty (30) days of the permit date. 3) The type of construction shall be as designated and/or approved by the Board of County Commissioners or their representative and all materials used shall be of satisfactory quality and subject to inspection and approval of the Board of County Commissioners or their representative. 4) The traveling public shall be protected during the installation with proper warning signs and signals and the Board of County Commissioners and their duly appointed agents and employee shrill be held harmless against any action for personal injury or property damage sustained by any reason of the exercise of the Permit. 5) The Applicant shall assume responsibility for the removal or clearance of snow, ice, or sleet upon any portion of the driveway approach (es) even though deposited on the driveway(s) in the course of the County snow removal operations. dbf 1d/ LnnS L8: 17b b258b2( HUA) AND BK1D(±. r'Aut u4 6) In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall be surely braced before the fence is cut to prevent any slacking of the remaining fence and all posts and wire removed shall be turned over to the District Road Supervisor of the Board of County Commissioners. 7) No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without written permission of the Board of County Commissioners. 8) Provisions and specifications outlined herein shall apply on all roads ander the jurisdiction of the Board of County Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and incorporated herein as conditions hereof. 9) Final inspection of driveway will be required upon completion and must be approved by person issuing permit or representative of person issuing permit. The inspection and sign offmust be done prior to any CO from the Building and Planning Department bong issued, Swift) Conditions: 1. Driveway Width- 18' 2. Culvert required? Feilae Size: by 3. Asphalt or concrete pad required? True Size of pad: 30ft Wide x 10ft long x 4in thick 4. Gravel portion required? True Length: SOft S. Tri, brush and/or fence need to be removed For visibility? False 6. Distance and Direction: 7. Certified Traffic Control Required? False 8. Work zone signs required? True 9. See design In signing this application and upon receiving authorization and permission to install the driveway approach (es) described herein the Applicant signifies that he has read, understands and accepts The foregoing provisions and conditions nd agrees to construct the driveway(s) in accordance with the accompanying specification plan reviewed and approved by the Board of County Commissioners. Signed: Address: erger Donald /� anis 0 -/'57 'CJ fL. Telephone Number: 97_6 8 Permit granted 6/14/003, subject to the provisions, specifications and conditions stipulated herein. For Board of County Com elraiss' ars' of Garfield County, Colorado: Representative of Garfi County Road and Bridge Signature CIb/ 1J/ .zGGZ ZJ: k7t., b2 dbl f ROAD AND BRIDGE Sptcif cations PAGE 05 1. A driveway approach is understood to be that portion of the county road right -of way between the pavement edge and the property line that is designed and used for the interchange of traffic between the roadway and abutting proPerty. 2. At arty intersection, a driveway shall he restricted for a sufficient distance from the intersection to preserve the normal and safe movement of traffic. (ft is recommended for rural residence entrances that a minimum intersection clearance of 50 feet be provided and for rural commercial entrances a minimum of 100 feet be provided.) 3. All entrances and exits shall be so located and constructed that vehicles approaching or using them will be able to obtain adequate sight distance in both directions along the county road in order to maneuver safely and without interfering with county road traffic. • 4. The Applicant shall not be permitted to erect any sign or display material, either fixed or movable, ora or extending over any portion of the county road right-of-way. 5. Generally, no more than one approach shall be allowed any parcel or property the frontage of which is less than one hundred (100) feet. Additional entrances or exits for parcels having a frontage in excess of one hundred 100) feet shall be permitted only after showing ofactual convenience and necessity. 6. All driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon adjoining property. 7. No comwercial driveway shall have a width greater than thirty (30) feet measured at right angles to the centerline of the driveway except as increased by permissible radii. No noncommercial driveway shall have a width greater than twenty (20) feet measured at right angles to the centerline of the driveway, except as increased by permissible radii. S. The axis of an approach to the road may be ata right angle to the centerline of the county road and of any angle between ninety (90) degrees and sixty (60) degrees but shall not be less than sixty (60) degrees. Adjustment will be made ming to the type of traffic to be served and other physical conditions. 9. The construction of parking or servicing areas on the county road right-of-way is specifically prohibited. Commercial establishments for customer vehicles should provide off -the -road parking facilities. ] 0. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the normal shoulder slope and for a distance equal to the width of the shoulder but in no case less than twenty (20) feet from The pavement edge. Approach grades are restricted to not more than ten percent (10%). 11. All driveways and approaches shall be so constructed that they shall not interfere with the drainage system of the street or county road. The Applicant will be required to provide, at his own experisa, drainage structures at entrances and exits, which will become an integral part of the existing drainage systeun. The Bola of County Commissioners or their representative, prior to installation, must approve the dimensions and types of all drainage structures. Note: This permit shall be made available at the site where and when work is being done. A work sketch or drawing of the proposed driveway(a) must accompany application. No permit will be Leaned without drawing, blueprint, or sketch. Obild/ZObt, 2,i: bb b258b27 ROAD AND BRIDGE Garfield County Road and Bridge Department P.O. Box 426 Rifle, CO 81630 Phone -(771)62.3-8601 Fax 5-1627 PAGE 02 Invoice Driveway Permit Number: GRB05-D-48 Invoice Date: 04/2005 Hill To: Berger Donald and Janis 4451CR 117 Glenwood Springs , CO 81601 $77$.00 per Driveway Permit. Driveway Permit Fee: $75.00 Total Due: $75.00 Thank Yowl r-00/ 1,7/ Z.erti7 bLbbb.0 kUfi1) /GNU 1:5K.LDbt HAGE 02 Garfield County Road o►nd Bridge Department P.O. Box 926 Rifle, CO 81650 Phone -(970)$25-8601 Fax - Invoice Driveway Permit Number: GRB05-D-48 Invoke Date: 04/2005 Hill To: Berger Donald and Janis 4451CR 117 Glenwood Sprigs CO 81601 $75.00 per Driveway Penni . Driveway Permit Fee: $75.00 Total Due: $75.00 Thank Yowl DONALD J. BERGER JANISS. BERGER PH 970-928-0978 0951 CANYON CREEK DR GLENWOOD SPGS, CO 8i801 PAY TO THE &44-,../ ' 6 ORDER OF ('ban FOR .r_.r�.d _ p—:S usbank.com 3651 23-2/1020 253 DATE DOLLARS Lal 1; 10 2D000 2 Li:. /0 36 707 2009 511' 3 Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search 1 Assessor Subset Query 1 Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics 1 Tax Information Value Detail 1 Sales Detail 1 Residential/Commercial Improvement Detail Land Detail Photographs 1 Mill Levy Revenues Detail Parcel Detail 1 Tax Area Account Number Parcel Number 2007 Mill Levy 008 R080133 239510200023 60,596 Owner Name and Mailing Address BERGER, DONALD J & JANIS S 4451 COUNTY ROAD 117 GLENWOOD SPRING, CO 81601 Assessor's Parcel Description (Not to be used as a legal description) SECT,TWN,RNG:10-7-89 DESC: SEC.3,9&10 TR OF LAND IN SWSW OF SEC.3,NWNW OF SEC DESC: 10 & NENE OF SEC.9 CONT 10.0A BK:0478 PG:0289 RECPT:735029 BK:1909 PG:0872 RECPT:720441 BK:1909 PG:0870 RECPT:720440 BK:1779 PG:932 RECPT:693996 BK:1673 PG:719 RECPT:671076 BK:1673 PG:718 RECPT:671075 BK:1625 PG:25 RECPT:660335 BK:1445 PG:446 RECPT:622718 11 Location 11 http://www.garcoact.com/assessor/parceLasp?ParcelNumber=239510200023 10/14/2008 Parcel Detail Page 2 of 3 Physical Address: 117-89 SEC 3,9,10 Subdivision: Land Acres: Land Sq Ft: 10 0 Section Township Range 10 7 89 2008 Property Tax Valuation Information Additional Value Detail Most Recent Sale Sale Date: Sale Price: 3/25/2005 215,000 Additional Sales Detail Basic Building Characteristics Number of Residential Buildings: Number of Comm/Ind Buildings: 0 0 No Building Records Found Tax Information Tax Year Actual Value Assessed Value Land: 220,000 63,800 Improvements: 0 0 Total: L 220,000 63,800 Additional Value Detail Most Recent Sale Sale Date: Sale Price: 3/25/2005 215,000 Additional Sales Detail Basic Building Characteristics Number of Residential Buildings: Number of Comm/Ind Buildings: 0 0 No Building Records Found Tax Information Tax Year Transaction Type Amount 2007 Interest Charge $38.66 2007 Tax Payment: Whole ($3,866.04) 2007 Interest Payment ($38.66) 2007 Tax Amount $3,866.04 2006 Interest Payment ($38.64) 2006 Interest Charge $38.64 I 11 11 http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=239510200023 10/14/2008 Parcel Detail Page 3 of 3 2006 f Tax Payment: Second Half 11 ($1,932.24) 2006 Tax Payment: First Half ($1,932.24) 2006 Tax Amount $3,864.48 2005 Tax Payment: Whole ($3,867.28) 2005 Tax Amount $3,867.28 2004 Tax Payment: Second Half ($1,975.77) 2004 Tax Payment: First Half ($1,975.77) 2004 Tax Amount $3,951.54 2003 Tax Payment: Second Half ($1,742.84) 2003 Tax Payment: First Half ($1,742.84) 2003 Tax Amount $3,485.68 2002 Tax Payment: Second Half ($1,649.04) 2002 Tax Payment: First Half ($1,649.04) 2002 Tax Amount $3,298.08 2001 Tax Payment: Second Half ($1,659.80) 2001 Tax Payment: First Half ($1,659.80) 2001 Tax Amount $3,319.60 2000 Tax Payment: Second Half ($1,479.66) 2000 Tax Payment: First Half ($1,479.66) 2000 Tax Amount $2,959.32 1999 Tax Payment: Whole ($2,729.38) 1999 Tax Amount $2,729.38 Mill Levy Revenues Detail Top of Page Assessor Database Search Options 1 Treasurer Database Search Options Clerk & Recorder Database Search Options Garfield County Home Page The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 - 2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=239510200023 10/14/2008 GRAPHIC SCALE PD w 40 89°5 11/rr/ r //i/,/� ��//,//l//ll/, /, 1!111/1 1/////////// ///11/11 I /1110 /���////////////llll/1//I//'/// 1111 1/11/110// 11 1 111 / j 1111-..;.k: ,ro„'pf�Qj ///////////////////////1/8//10///1-., l//l/////l//ll ///l/// /0/111 -., igri,, "W/ /�4 /1/,////////////////1l ////% % T I ( // / /II /1/11/11 lI / I///// I/lh��^l J I 1 I /�/1//Ili/// /1 /ll/, . r a ./,' / //Ill/ 1 11111//l//llll/1P ;,... ;.,'tib 1111/1/1/1/ Illll /l/ //` 11111/11 111 lllll/ll �/ll / //111,1111/1 Il/11 1111// / 11/IIIIIIll1/1111111111/l llll� 1111//MI/ 1/111111,//11/ llllll/lll�. /11111111111111111(1111/1/111111/11/0 111111 1 1 I r l 1111 1///� ///1 1111 / I/ 1 j l I 1111111111/11111110111/1111111/0 1111111111 111111/1 1/11111111111 1111 /hill/ //II/I//1�// 1 .: 1111 �1111/1111111111'11IIIIr11b1 IIL.I>d 1l11r111,1/IIi 11111 �ll�/IIII II Ijlllll1l11 illi ii(111111 `Tn 1 7/ 111,1111i1 /8 I J 11 11111111/ —�� /1 // / / / IJ X111 rr � 'I I/ 1111/ 1111'�� 11111 11 1 / / 7 // L l /, /111 l J °� . ��. n 1/1 11111111 J" ^ ���V' l /1/11// 11/11 11 ////, ll"Rl 1 1�J11 1 1111// 7 id �l/I///1 /l/ 11/ / 111////%/l Fs.. 1///11/1111 /I///1/111/1///I1'40 f iif 11111/ //in //11/ / Ij/ // rJ 11@ I I I 111 l li4/ (), .- •W`, � II 11111lllll1111� � 40,.#'A�1, ,1fl1rlJllll11l11111'1"' '141"r* 41 flit 1111111 f '►v'��U����►��l,►uil►�, 1 r JII/!/+1,.4 4 '11111111//I11/11Ir ".41 14 „ 1 /1111111 111111! / r 1 ��a �1f1 ,,►�',11y' ' lJllf '111 IJ11IIHII1f/l1`1�'{i JA+i�►� r 1111!11 I l 11 l 11 1 1 i! Illilrrr 111��I1IIIIIIIIIIH II 11 1 111111[ ! 11 I II �.1�1i 11 I I1� 111111 111111III�I4lllilll �' I�'////� II 1 111lim i1.d6111�111111111! tr, 111'1) �q?1, 111!1111111111111 ,rrlII1111llllilill11il/IU I`;'%,z 111111 11111111 111 11 k11I11111(11/1/ JJiil1 111 WELL III l X111 11111 / 'III 111; 6,�5 ///////1 1 /1//`//Ji 1)1 / II //////// /1;.f1 (( 1!1I111(yv / // / / / /////////////// J I 1\\\\ / / //////// /////-//// ///2)j» � / // ///viii/ ///I//ll; /// til -. / / //1 I // 1111 I r� OUR/ MI (/ 11 APP OX. C NIFEE KKLINE \_ 1 I I1l/i \111--��� //// 1 _ / //// 111 / \ ///// v 111 / /, /// / 7 t/ -- 1.0-A ISA ��� /�Ii�E1Ll f 1( 11 \1 { N /// // / //, //// \ N \ \ I 1 J 1 1 1 1 1 r- LES MiN. S' AERATED 50 FR( LAYER WORT OR . FRIER FM (500 4Kfian Ae PERFORATFf g5TM8URO 01-CIA1., l2 SR7Al CUSPATED PLASRC NO1-20(2N M IER T01-1ER SAND L USE CLEAN CO SAND HAD 12' M 11.151, MED( SEE 4//(00‘ GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945.8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Permit 4167 Assessor's Parcel No. (439s -13a—u3-14 This does not constitute a building or use permit. � y 1 ((('C o,e,tioef Gr k . Ns, ( - Owner's Name"-� ekr� �--`_.) A -� A rnPi.esent Address 5 1 �+ T Phone `(4 o ( k ("--( System Location 1 CS 1 C 2 Iv (, l `s • O 160 40 --tea 3 oareagd Other a:'-4:'/ 49 61 Legal Description of Assessor's Parcel No SYSTEM DESIGN Septic Tank Capacity (gallon) Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation /J System Installer Q' r Y�t_4 y Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Date Inspector onsr RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT This does not constitute a building or use permit. y y. Tx„+tr a;raagr.;,y.s'#: i.gc6.:f;M/AN;:*ng,;1{AAVt4Ji.'L;Sod-r i„wFGIp SW..`4'e,:i0..ViAW. 21Ill* 10 -_ "Ar•,.,,t^7Vr:s:w:g7,V.Wa+RH!Ce.,oa. :Fr•t:lw` ; '+T•:TMRr.oflY+i+A', 6\7) Q.A 9.--eG �c GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT Permit 4 i 6 Assessor's Parcel No. PROPERTY Owner's Name � QV k .(_ (" ' present Address 0(4 5 1 '4S. `4- Phone 9 c( ', __(D (-(51 System Location CEIvIt C'.S. Sf aI Legal Description of Assessor's Parcel No SYSTEM DESIGN his'- v -- coo - (:),3 r-cp/ —? t(_ 0-7 Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation / System Installer .� C: `` ' v '+ ,. Septic Tank Capacity'pct}"L:t /`i��Ui �d� �- f36- "--47 Septic Tank Manufacturer or Trade Name ��"+ , C 8' Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other Date Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL SYS'TEM APPLICATION OWNER Zi --Z •-...)4 ca.4) s XDDRESS Jed. /1 PHONE 946-6//'e CONTRACTOR°'. ►14 <;:;.-) r. ADDRESS C-51,57 . PERMIT REQUEST FOR PHONE `%?a °`%r NEW INSTALLATION ( )ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY: Near what City of Town ; Vis! F z� co„ac10 Size of Lot /04://i'. - Legal Description or Address if 14�✓ 1 CR -717 ,S iJD2160% WASTES TYPE: 0( DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: b•Je ( `j '`cumber ofBedrooms 74 Number of Persons 4 �" (X/ Garbage Grinder . Y4 Automatic Washer. CA Dishwasher SOURCE AND TYPE OF WATER SUPPLY: l WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 2, t i'7ic Was an effort made to connect to the Community System? y /Jo r ,4v r r , A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: 100 feet .' Septic Tank to Well: 50 feet ✓ Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System to Property Lines: ( septic tank &leach field )10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: Depth to first Ground Water Table ilkikmo Percent Ground Slope Z b51 - /r 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ( SEPTIC TANK r ) VAULT PRIVY ) PIT PRIVY ( ) CHEMICAL TOILET FINAL DISPOSAL BY: t ( ( AERATION PLANT ( ) VAULT COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) OTHER - DESCRIBE ABSORPTION TRENCH, BED OR PIT ( ( ( ( ) EVAPOTRANSPIRATION ). UNDERGROUND DISPERSAL ( ) SAND FILTER ABOVE GROUND DISPERSAL ( ) WASTEWATER POND OTHER - DESCRIBE -- II WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? A/0 PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) /+la4/104 jf5' ` f/Me c'0 ' /47/,, 4, ��a ;c) • �r e Minutes_ per inch in hole No. 1 Minutes per inch in hole NO. 3 Minutes per inch in hole No. 2 Minutes per inch in hole NO. Name, address and telephone of RPE who made soil absorption tests: Name, address and telephone of RPE responsible for design of the system: 14 L.> 457 .2. GrLc15 � /66 / 9¢46- �,�/•¢ Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. 1 further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for perjury as provided by law, Signed c { �.� Date PLEASE DRAW AN ACCT ATE MAP TO YOUR PROPERTY!! 3 Designate North Arrow \/(4.09i•-)7— /QC:4` Your Neighbor's Name & Address Your Plot - Shape to Fit (No Scale) l.aF �i-l,0.5:6Q p /p' Locate well, all streams, irrigation ditchs, and any water courses. Draw in your house, septic tank & system, detached garages, and driveway. If a change of location is necessary, you must submit a corrected drawing, before a Certificate of Occupation will be issued. Your Neighbor's Name & Address County Road (Note the Road Number and Name) (Jr rd Vc1 // ,w/ exit c:lwpwin601wpdocsVplotdoc Oct 07 2008 11:44AIM URS GLENWOOD SPRINGS 9709422259 p.l tfez::-/ / . ff - Vo5 41e 4L4' 38-¢ —3517-0 eTy44-57-e- /4,60.0.-7 d w Ir treeF,4 / e4dr -5L bt1/h�� 7 SC . 5 / gota T7,i6aT igatrarC 'Tcs.�, 4S ps s i6E . Oct 07 2008 11:44AM URS GLENWOOD SPRINGS 9709422259 p.2 October 3, 2008 Mr. Don Berger 713 Cooper Avenue Glenwood Springs, CO 81601 RE: As -Built On-site Wastewater System (OWS), Berger Residence at 4451 G.R. 117, Garfield County, Colorado, , SE Job No. 27090.01 Dear Don: Pursuant to County Regulations, this letter provides documentation that the new Onsite Wastewater System (OWS) recently installed is in general compliance with the permitted design. Sopris Engineering has documented the aa built conditions of the constructed system, We have coordinated our efforts with the property owner and system installer. The system was inspected prior to backfilling and after component installations were complete. The as. built conditions and installation of the new OWS components is in compliance with the permitted design specifications for the system. The as -built size and performance specifications of the new OWS system aro In compliance with the specifications on the design drawing. The System was installed in accordance with State and County Regulations; the design presented in the Sopris Engineering design drawing ,specifications and details, dated May 24, 2007. The septic tank was installed adjacent to the north side of the house. A 2500 -gallon dual compartment concrete septic tank was installed with an effluent filter installed in the outlet tee and risers with lids to the surface. A new gravity line from the house to the tank was installed. A cleanout was installed adjacent to the side tank inlet port. The absorption field was constructed with 1 bed containing 4 rows with a total of 42 Elgen In -Drain units was placed in the bed over 12 inches of filter sand. A distribution box was installed next to the field to distribute effluent, to the perforated laterals in each row, via individual 4" distribution lines connected at the head of each each row. Flow regulators are installed on each outlet port to allow equal distribution &effluent to each row in the bed. Inspection ports were installed at each corner end and each terminal end of the perforated distribution pipes. The individual trenches were installed level with 12" of concrete sand overlying suitable native soils below the.In- Drain units. Four -inch perforated distribution pipes run along the top center of the 1n -drain units in each trench: The In -drain units are installed per manufacturer's requirements. The top and sidewalls of the treatment units, sand layer and distribution pipe is installed in a filter fabric envelope. The trenches are backfilled over the In -Drain units to a slightly mounded finish grade approximately 18"-36" above the distribution pipe. The construction was completed utilizing specified materials installed according to design. The constructed field is being revegetated. OWS Operation and Maintenance All components of the engineered OWS shall be inspected on a regular basis and be properly maintained, The re establishment of vegetative cover over the field and responsibility for operation, inspection and maintenance of the system will remain with the Lot Owner or the owners representative. The owner shall periodically inspect the OWS and perform all maintenance and repairs as necessary to ensure that the system is in good operating condition and performing as designed. The OWS should require minimal maintenance. Several factors influencing the need for maintenance include: actual wastewater flows versus design flows, the volume of kitchen/domestic waste (excluding 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313 SOPNIS ENGINEERING • LLC civil consultants Oct 07 2008 11:44AM URS GLENWOOD SPRINGS 9709422259 p.3 Don Berger SE Job No. 27090.01 October 3, 2008 Page 2 human waste and toilet paper), excessive household chemicals and other toxic liquids. The tank, sanitary tees and effluent filter should be visually inspected bi-annually for clogging debris, damage, leaks, or other potential problems. In general, for a properly utilized system, septic tanks should be pumped and inspected every 2 - 4 years. The effluent filter should be cleaned every six months and at the time of pumping, Absorption fields should be maintained with suitable vegetative cover and kept free of root invasive plants. Positive surface drainage away from the absorption field should be maintained, If you have any questions or need any additional information, please call. Sincerely, SOPRIS ENGINEERING, LLC Paul E. Rutledge Design Engineer