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Application - Permit
Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office:970·945-8212 Fax: 970·384-3470 Inspection Line: 970-384-5003 Building Permit No. 10939 Parcel No: 2443-114-00-003 Locality: Job Address: _____ _,C'-"o2un2ty ~~ad 202 DeBeque, CO 81630 Use of Building: Convert&r, to single family dwelling ----------------~~ Owner: Furr, David -----""" --------------'--='"'-'--=-=-c=-- Contractor: DEl Construction GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 81h Street , Suite401, Glenwood Springs, Co 81601 Phone: 970-945-8212 I Fax: 970-38 4-3470 I In specti on Line: 970-384-5003 www. garfield-cou ntv .com Parcel No: (this information is avai lable at the assessors office 970-945-9 134) 2"1-4~-11 -oc:>-oo 2 Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description · 1 · o Cr ,t-o~, D~Be~ue 4 Ph: Alt Ph; ze 3-/t>¥ ~ Owner: (property owner) /' t/,. 0 ... --<. 12. (L. 5 6 7 8 9 10 11 12 Sq. Ft. of Building: 2-t> Use of Building: Describe W ork;_, ryeM tJI)eL Cl ass of Work: oNew Garage: Driveway Permit: Iteration o Detached Septic: I!J< 19-f,' Owners valuation of NOTICE Ph: Alt Ph: o Addition iJ.t!...U ISDS No. of Floors: /De>~ 'Q 6LI o Communit $ z_ c; 000 . c£:> Authority. This application for a Building Pennit must be signed by the Owner of the property, described above, or an authori zed agent. If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with this Application. Legal Access. A Building Permit cannot be issued with out proof of legal and adequate access to the property for purposes of inspections by the Building Department. Other Permits. Multiple separate pennits may be required: (1) State Electrical Permit, (2) County ISDS Pennit, (3) another penni! required for use on the property identified above, e .g. State or County Highway/ Road Access or a State Wastewater Discharge Pennit. Void Permit. A Building Permit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after commencement. CERTIFICATION I hereby certify that I have read this Application and that the information contained above is true and correct. I understand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on my behalf (submittals), based upon my certi fi cation as to accuracy. Assuming completeness of the su bmittals and approval of this Application, a Building Pennit will be issued granting pennission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by the Building Department. In consideration of the issuance of the Building Permit, I agree that I and my agents will comply with provisions of any federal, state or local law regulati ng the work and the Garfield County Building Code, ISDS regulations and applicable land use regulations (County Regulat ion(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the Count y, if the locati on, construction or use of the structure(s) and facility(ies), described above, are not in compli ance with County Regulation(s) or any other applicable law. I hereby gra nt permission to the Building Department to e nter the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Pennit does not prevent the Building Official from: (1) requiring the correction of errors in the s ubmittal s, if a ny, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation of County Regul ation(s) or any other applicable law. Review of this Appli cation, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or li abili ty by the County of errors, omissions or di screpancies. As the Owner, I acknowledge that responsibility for compliance wi th fed era l, state and local laws and County Regulations nes t wi th me and my authorized agents, including without limi tati on my architect designer, engineer and/ or builder. I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDER STAND THE NOTICE & CERTIFICATION ABOVE: STAFF USE ONLY Special Conditions: Adjusted Valuation: foq 38C@... Plan Check Fee: 50'l4~ Permit Fee: 7 fr3 /) Manu home Fee: Mis e Fees: c( ISDS Fee: Total Fees: Fees Paid: Bala nce Due: BP No & Issue Date: ISDS No & Issued Da te: \13 ~SLJ ;5\ \ 21\ gr l 0 '13j /5/rJ.I ~~ Setbacks: OCCGroup: Const Type: Zoning : I BLDG DEPT: PLNGDEPT: Ju ~ \U.. u ~}._ APPI®V!JJ ' DATE DATE " 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 and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all me and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A 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 C.O. for the building identified in the Building Permit. ~ .!2€'£ ~ OWNERS sr:fft DATE Bapplicationdecember2007 VALUATION FEE DETERMINATION Applicant Address Date Furr Subdivision ~X~l~/2~R~o~a-:-d=--_ -_ -_ -_ --~C!JR:::.~"N>~:=·"='~~ ----=--_ -_ -_--Lot/Block 3/27/2008 Contractor ~~~~------------------- Finished (Livable Area): Main Upper Lower Other Total Basement: U nfinished Square Feet Valuation Conversion of Unfinished to Finished Total Garage: Valuation Crawl Space Valuation Decks/ Patios Valuation Valuation Covered Open Type of Construction: Occupancy: Valuation Total Valuation sf sf sf sf X $74.68 0 sf sf X $41.00 2060 sf X $33 .68 Commercial sf X $18.00 sf X $9.00 sf X $24.00 sf X $12 .00 sf X sf X sf X sf X sf X sf X DEI 0.00 69,380.80 0 .00 0.00 0.00 0 .00 69,380.80 PLAN REVIEW CHECKLIST Applicant £ vJl.(L Date 3 ~ ?--7-o<r Building ~Engineered Foundation ~~ ~riveway Permit Gl<-ro h-..- d surveyed Site Plan -{...L_Septic Permit and Setbacks V Grade/Topography 30% ~ttach Residential Plan Review List ~inimwn Application Questionnaire _LSubdivision Plat Notes 4-Fire Department Review ~Valuation Determination/Fees ~ed Line Plans/Stamp s/Sticker 4 Attach Conditions -lLApplication Signed ~Plan Reviewer To Sign Application ~arcel/Schedule No . ~ 40# Snowload Letter-Manf. Hms. 4 Soils Report GENERAL NOTES : ., Planning/Zoning .l.L._Property Line Setbacks ____f.L_30ft Stream Setbacks --L..Lflood Plain ~ilding Height ~oning Sign-off __0-oad Impact Fees v-i!OA!DRC Approval --.1L_ Grade/Topography 40% -bL.-Planning Issues ~Subdivision Plat Notes GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADD . ' ·-·, ALTERATIONS MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE SUBMITTED FOR ALL APPLICATIONS. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. I Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. I. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) 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 surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes X 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 l( / 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes X ' 2 5. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; A County Road and Bridge permit; a Colorado Dept. of Highway Permit, including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Road & Bridge Department at 625-8601. See phone book for other agen?ej Yes fvLit fxlc.f;y/ 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes lv /A &:-, • <"f , r r;;;::.-1<-I ') t,l<'' 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances re1\Jt11between wood and earth? Yes rr No &i i' <f·:,V~ ~ , ' / 8. Do the plans indicate t e size and location of ventilation openings for the attic, roof joist spaces and soffits? /4 Yes __ _,M-+--No {;1ft'>.),~~ 9. 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 ~:~s? A~;IA ~ x: /c/-/vc, I 0. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? J , Yes k4= U 1 ~f( ',vi II. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or j ists or trusses? Yes . f_IL ,' (.f.,'~~ 12. Does the building section drawing or other detail include the method of positive connection of all columns and heM? ,_... 1 1 , Yes fV lz.-..+ I 5+-r '""i 13. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof} (~ujlding hejght m~asurelllent usually not to exceed 25 feet) Yes (.'::::'._/_/} fZ:/X. 1 S ,..f 1 J,-J 14. Does the plan include any stove or zero clearance fireplace planned for installation including make and model ~~rado Phase II certifications or phase II EPA certification? Yes No X · 3 15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? "'I j A,! Yes ttlji'J<! o_4 6,__,_ ____ _ 16. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping roory.and/or basements comply with the requirements of the IRC? Yes. __ ____,,---LI~r-- 17. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes X 18. 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 pse areas? Yes ~ No ______ _ 19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on theplan? )( Yes __ -'--'---- 20. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision rocess, are building plans in compliance with all plat notes and/or covenants? Yes __ ---"-+-- 21. Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted without it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or s stantial modification of the plans. Yes It 22. Will this be the only residential structure on the parcel? Yes ;;>{ No Ifno-Explain:. ______ _ 23. Have two (2) complete sets of construction drawings been submitted with the application? . Yes }(' • 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes t( 4 25. Have you designed or had this plan designed while considering building and other construction code requirements? Yes P( 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes /( 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes >( 28. Do you understand that approval for design and/or construction changes are required prior to the applicatioll9f these changes? Yes._~,,~-X,__ __ 29. 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 ImXct" or "Septic System" fees required, at the time you pick up your building permit? Yes · 30. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in to384-5W· Yes 1\= No _____ __ 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $~~~00 re-in~tion fee? 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes '>( 33. Are you aware that the Permit Application must be signed by the Owner or a written authority being given fo~gent and that the party responsible for the project must comply with the IRC? Yes. __ 2(__-=, ___ _ 5 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable pection. Yes ' . 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the ParceVSchedule Number for the lot you are applying for this permit on prior to submittal of a building perm~plication? Your attention in this is appreciated. Yes ___ 7,ec~~--- 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues?\/ Yes 6.._ (please check with the building department about this requirement) , 3 7. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuancXa building permit that you will be required to obtain a grading permit? Yes · 38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuance of a Certificate of ccupancy? Yes ----¥'"'1----"'t- I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. '3 -/O-oS Date Phone: -cs~-; r-C/B (days); .L.-!3...;: -/t_c.f e (evenings) Project Name: Z._u 102.-~ Project Address: X~ ,...... (o 3<. A~':>.-~~ ~"V 6 Notes: If any required information is missing 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. BpminreqDec2007 7 02/29/2008 12:52 9702851449 DEKAM COl< PAGE 02/02 --L3f2~ RESIDENTIAL & COMMeRCIAl 2/29/08 I am the owner of the property on X Y2 road known as porcel # 2443·114-00·003 neor Debeque, Colorado. I hereby grant authority to De Kam Enterprises Inc. to act as my agent for the purpose of signing construction documents and the be the party responsible for compliance with the IRC for the construction project on this property. Sincerely, David Furr P.O.Box 186 Debeque, Co. 81630 970-283-1 042 (9701 285-1448 • PO Box 609, Parachute, CO 816.)5 0 NORTH / -~ =TT--~ f-c:--~-'-"---;/ (E) ~" TONGUE ! AND GROOVE fLOOR SHEATHING ····n !JL. L .JLJ ~--·-u--- "-L(E) GxG POSTS IAI/ 4'-0" EMBEDMENT INTO EARTH, TYP -(E) 2xl0 @ 1"-" OC 8'-0" MAX, TYP (E) (3) 2xl0 GIRDE~ r~:n~~--~~------b--+-+~'---fr'~-+-+--ff=4J ==----,,F"~ I ttu1 (E) 14" I JOISTS @ 24" oc I (N) 2'-0" SQ x 10" DEEP FOOTING H/ 3-114 EACH HAY, TYP OF 4 l ~.-·_-,_:::,::=::-, ___ 1~-_j_,·=::' (D!:?.,I-{tlDATION/FLOOR FRAMING ~ ~ r•ojcc" DAVID FURR foc,DEKAM ENTERPRISES [ ·'"'"sntoe. I ~r "' " RESIDENCE AT PO BOX -~ 8"6 "'~7 I AR01L.5 LNGNE.CRJNG ""'" l -· . L_,<_""_"_"·_''_"_.~:_·_"·'_~~_,'_'"_~·_·_,L ____ x_~_R_O_A_D ___ __,,___P_A_RA_c_H_U_T_E_, -C0--8-1"-_3_5__,r•h=tn5o.2~ :.<z::::.::::;'L .... -DEBEQUE, COLORADO (Cf70) 285-1448 _ :..____j I ! r\1 o,' (l Q:: ...! ·q--~ ct. ~· . J ~ v Ill \c~)(· t "' Ill ~ ~· ~ ~ .:t• <!!. ·~ ~ (I ~ \~ <:), ~ • ~ . V) } X ri \J .N~ ~ K } • 0 .'1. ~ ~ "' ~'i: ~ • ~ ~. L1 t-1 ~ ~ -~~ ~..t )(_ 0 ~ •J'C.. ~ ~~--~~ ,"1;;. --~ 1 '-._/ -VI t . ~ ·~ In ~ \.1. n \ ~ X~ 0:) ~I<~ ~ ~ t~ --t ~~ '1/ ~. )' . () ~ ~ -1-~ ~(.J j ~ ~ \)\... 1\1 ( p ;;[ \J I f '"' ~ ~. QJ) ~ ..,. {'I' ~ ~ ~ + .1'& ~ . ~~ ';; l~J{~(~ ~~ ·~· ~ .\..). ~ lli\fi ~~ -.J~ ' 1:0/1:0 39\ld ND:J ~\1>130 6PPIS81:0L6 8o'E1 800o/1o/S0 May7, 2008 DeKam Enterprises, Inc PO Box609 Parachute, CO 81635 jimdekam@wildblue.net structural Report David Furr Residence XYz Road DeBeque, Colorado ~~ ARCHES LNGINE_E_R.ING I 27 Gunnison Avenue G,·and junction, CO 81 :501 p. (970) 255-6788 f. (9;o) 275-1 ;a; mail@archesengineering.com This letter presents a summary of the structural improvements required at the existing building intended to be used as a residence. The building was observed in the course of site visits on April 10, 2008 and April 23, 2008. The structure was reviewed considering a roof live load of 40 pounds per square foot and floor live load of 40 pounds per square foot. Rafters: The typical4x6 rafters, spaced at 4'-0" on center, shall be replaced as shown on attached drawing S 1. The new rafters shall be supported on a ledger at the wall and at a beam at the ridge. The attachment is detailed on sketch S3. Ridge: The rough sawn 6x12 ridge beam shall be improved as in S1 and S3. Cross-truss framing: The 2x flat metal deck supports that span between trusses shall be improved as shown in attached sketches S 1, so that the effective distance between them does not exceed 2'-0". Pad Footings: Additional footings shall be added as in S2 and S3. Thank you for the opportunity to be of service. Please contact me with any questions regarding the contents of this report. i ----·---o-+--- ,---··-· 2xl0 LEDGER W/ (2) rt"4> LAG SCREWS TO (E) POST, TYP _______ , -----------c Q)r,:t,§,.TIAL ROOF PLAN / -...,_ ~ P"'i"'" DAVID FURR ""'' rdate'sntoe I ~I '\ ~ DEKAM ENTERPRISES -. ARC.H1:5LNGINU-KING RESIDENCE AT PO BOX bO'l pab•,QOOZ7 J ,.~N'"'"'" .. ~ ... R~"'""~' x 2l ROAD PARACHUTE, co Bl'-3S h · '----:;_:;:_'~'_.~.:...~:_:---="-~ __ __Jt___o_re_Ea_u_E_, _c_o_L_o_RA_oo _ _,L __ (_"~_7_o_J_:z_e_s_-_,44_e _ _j[• '''";~ '"' eve "'""' w J 16d @ 4" oc STAGGERED TO (E) (E) ROUGI-4 SANN RIDGE CD~4-e:r-JER CONNECTION (E) COLUMN ---------j (E) %" HG PL YNOOD (N) 6x PT POST (N) PAD SIZE AND REINFORCING PER PLAN COMPACTED SUBGRADE • • ' .:; . FOUNDATION ' ' • r----~ P"'i''" DAVID FURR "" f "'"'sntoe / . '---"" l~ '----._ DEKAM ENTERPRISES - ARCtiL'J LNGINL.EXING RESIDENCE AT PO BOX 60'l pnb#,06027 J L _,.,._.,,_,,_, • .::_.,_, .__:,~_"~_·~_,·~_~_··_!L ___ x_~__:_R_O_A_D ___ _jL_P_A_RA_C_I-l_U_T_E_,_c_o_B_I6-3_S__~r·heetnso~~ ;~~_:~_::~;,: •• ..,~ DffiEQUE1 COLORADO ('110) 2BS-144B _ :____] 10118/2008 08:40 FAX Page4oU 8,4.5 One-llour Flre.,..ololence·"'tsd As .. mblleo: See Section 4.5. 8.6 CondltiOIIll or Ueo: The lcynene Insulation System• de&ofil>od In the report oompli .. v.ith, or Is a s~ltable oltsmabva to wllot io •pecifled ;.._ thooe codeoliste<l ill Soetion 8.0 of this report, aubject 10 tho rtlllowing conditions: 8.8.1 See Conditiona of Use s, 1 through 5.6, 5,6, 5.10 and 5.12- @004 ESR-1828 Q.G,21n iurl$dlc:tiono adopting the SBC, u&& olllle leynane lnoulalion Sys1em• in oreas whore lhe probobillty of termite lnle•tatlon Ia 'very heaY)I' muol ba In a~rdance wn~ SBC Section 2304. 1.4. 8.6 Evldonco Bubmltlad: See Section 6.0. B.71dendncauon: See Section 7.0. TABL~ 1-l'HiiRMAL IU!8iBTANCE (R-VALUEBI TH1CKH1!88 fh1""'"l I R-VALUE ('F-fi'•MIIIII ASTM C 118 TteMd YIIIUM 1 I 3.7 3.5 I 13 C.k;ulatedlf.v.ru•' 2 7 3 11 4 14 6 16 5.5 20 6 22 7 25 7.5 27 a 2g 9 32 9.5 34 10 36 for 81: 1 ln<ll• 25.~ mm, 1 'F·ft'-n/11111 • 0.178110 'K·m MI. 6vv~S8GOL6 ws~ao 10118/2008 08:41 FAX ' . :~ Fiml ENDUMNCE 'l'EST ASn« !.11!1-00 FLOOR/C:&:ILING DEGIGN PLYJIOOD OECK, WOOD JOIST AND DOUSl..E I.oAY1:R 5/8" GYPSTJH WALLBO.UD CEILING WI'l'B NOM. 5" 'rHICK ICYNENE INSOLA\l'lON FOR Xcn&:NE, INCORPORA'l'ED MISSISSAUGA, Ol'nAIU:O, CANADA ASSIGNG:NT K-743 TES'l' NO. FC-559 DECEMBER 17, 2001 AT NGC 'l'l!STING SJ:RVICilS1111 1&50 MILI~ ROAD BUFFALO, NZW YOIUC 14217 @001 1650 Mllltarw Road· Buffalo, NY 14217•1191 (718)873·t750 • Fax (718)873·9753 • ngct .. tl!lnatlonalgypsum.com 6V17~98GOL6 we~en e~o:nn RO u 100 10/18/2006 08:42 FAX I?J 002 g·d rc-559 Pv.ge 2 of 23 This report describes the construction, test procedure and results of a fire test conducted on a representative floor/ceiling structure constructed for Icynene, Incorporated, Missiesauga, Ontario, Canada. The object of this inveatigation ia to establish the fixe reaistance of the tloor/c;:eiling assembly described in this report from its perfonnance during a tire endurance test conducted in accordance with the Standard tor Fire Teste or Building construction and Materials ASTM Designation E-119-00. The test revealed the described assembly meets the requirmaenta for a 1 hour fire resistance rating, pESCRIPTION MATERIALS: The materials used for the assembly are as follows: Woo4 ~ta-Nom. 2 ~ 10 (actual 1-1/2 x 9-l/4) no, 2 dcuglaa fir. The l r was supplied in 14 ft. lengths. Briqging-Nom. 1 x 3 spruc;:e used along the center line of the the assembly to provide lateral restraint of the joists. ~ooF d;ck-1/2 in. x 4 ft. x 8 tt. atan~ard grade exterior plywood a eatb.inq with eque.re e~ges. Insulation-N'om. 5 in. tl:liclcnesa of Icynene® toa~~~ ineulation, spray applied to the underdde of the floor deck between each joist. The Icynene® foam was applied at a·density of o.s lb. per cu. ft. ~~~~~~ 5/8 in. thick· Type FSW manufactured by National = and labeled by Underwriters Laboratories. The w~.L_.U:IOiora was supplied 4 tt, x 12 ft. with an average weight of ./MSF and average caliper of 0,615 in • .:ro1nt tape llnd CQmpound-Tho exposed joints of the ceilia; were reinforced with paper joint tape and coated with joint c~und. The screw heads were coated with joint compound. ~iue:rr!~"~ fastenere utili2ed in the assembly are dascribad iT OF TEST ASSEMBLY". o.v. 1/U/02 6tt~98ZOL6 we~ en B!'lO:RO RO r.?. \0(} 10/18/2006 08:42 FAX CONSTRUCTION OF TEST A5SEHBLY ~003 FC-559 Pa;e 3 or 22 The test trama mea8urin; 17'10~ X 14'2" was used to construct the subject aesembly. Two nom. 2 x 4 bearing plates were placed on 4 in. x 3 in. x 3/4 in. steel angles embedded in fireproofing concrete and located on the east and west aides of the frame. The bearing platea were fastened to nom. 2 x 10 rim boards with 16d common naile spaced 16 ln, on center. The wood joists were placed symmetricallY about the centerline of the assembly and &paced 24 in. on center, Two 16d common nails were driven through the rim board and into the ends of each joist. The wood trame was lowered into the test frame and nom. 1 x 3 bridging was installed about the center line of the assembly and crossing diagonally between each joist. The bridg.l.nq wu fastened with 8d c~on nails, two at the top and bottom of each joist. The 1/2 in. plywood deck was installed perpendicular to the. joists and fastened with 2 in. rinq shank nails 6 in. on center at tbe joints and 12 in. on center at the intermediate joists. The plYWOod end joints occurred over the joists. The Icynene~ Insulation System was spray applied by npreaentativee of Icynene, Inc. The system was applied to the underside ot the plywood deck, .between each joist •. The average thickness was established at !i in. with an averaqe density of 0.4S lb./ cf. Two layers of qypsum wallboard were attached perpendicular to the joi<s on tile ceiling sicie of the assembly. The first (or base layer) was attached with l•l/4 in. type N drywall screws, spaced 24 in, on center. The second (or face layer) was applied perpendicular to the joists,. and offset 24 in. from the baae b.yer. The 11econd layer was attached with 2 in. type s drywall 1!crew11 spac•d 12 in. on center •. Added fastenera were inetalled alonq the butt joints of the second layer, securing the two layers together. '!'he fasteners were 1-l/2 in. type G drywall screws and ware placed 2 in. back from each end of the butt joint ~nd apaced 12 in. on center. The wallboard joints of the exposed side were treated with paper tape &mbedded in joint compound and topped with an added coat of compound. The faatener heads were coated with joint compound. fti•~· 1/U/112 g·d 6vH99WL6 WB\190 sgo:6o 90 £Z 100 @004 10118/200& 06:42 FAX . j ! : I': FIRE ENDURANCE TEST FC-559 l'aqe 4 o1! 22 Approximately two hours before the start of the teet, the assembly was subjected to a un11!ormly distributed live load o1! 39.2 lb./sf, which resultad in a total load of 45.2 lb ,/sf combined live and dead load. The loading was calculated to stress the wood joists to their max. design stre!a using the center to center of bearing as the span lenqth • The fire teat waa conducted in accordance with ~TM E-119-00, Time va. TeJI1)erature cu:rve (Fig. 11. The teperaturae of the turnace chaml:ler wtll:'e 111aasured with. 16 type K ther1110couples positioned 12 in. froa the exposed surface. Temperatures of the unexposed surface were measured with 10 type J thermocouples (Fig. 21 covered with 6° X 6" felted non-combustible pads. The teRperatux-es of the wood joists and various locations within the plenum of the assembly were measur-ed with type J thermQcouplee as shown in Figure 3. Deflection 111easurements wer~ made with. a weight and pulley ~yatem located at the center, north and .south third pcinh alonq t:lle longitudinal center line of the uneKPQ&ed side of the assembly, Throuqhout the teat, observations were made to note the character of the fire and its control, the condition of the exposed and unexposed surfaces, and all deovelopdlents pertinent to the performance of the assembly with reference to at&bility, passage of fl~e and generation of smcke. TEST RESULTS The specimen was exposed to fire conditions in accordance with ASTM E-ll9. The teet was terminated at aCMtntv minuc-• CDO:ZO:OO!. The .specimen sustained the applied load, did not exceed the temperature limitations on the· unexposed surface as outlined in ASTM E-119, and did not exhibit any fl8111e through or oases hot enough te> ignite cotton waste for the duration of the test. The specilllen quali:fielil tor a 1 hour Fire Endurance Rating. LWBORATQRY ~SPQNSIBIHITY NGC Testinq Se:r:vices .,. makee no judgment of produet suitability for its intended end use. Product acceptance of field installations is u•ually the prerogative of the authority having juriedietion. ~~ Richard A. Costolniek senior Enqineer ' . ,; 10/18/2008 08:40 FAX Page e or& t~•tnot.,.led""u-a.t "thormol cr lgrltl on bCI'l'ler: • ....,...,.,,.., roo! ·~rg. • i.rl<Ertre n<XJ!" o~-reetnrg. -rc lnsUetl~ a1 vertlc::el 'I'Wils. ABBembly No. 1 COIIeRNG; -"'"' ute< (A) ... _751 (A) -.a!J:t"" lgntlon Bett'ler (A) ao 1'1-EB (e) f~lrwt<lle<t -l..l"'dd!rthe roofsl"lNthlr-g, -\...t"'ld=rtne nwraredhfng. -01 vertiOI!II 'INIEI!Im (AJ Or1Y lo,.l"'lere on the YWIIIICI .reecw tobs~c;I,Q'" (6)Firelrea B8 r'lteds to CDVO""oll lbomocrfeceo. Assembly No.3 r, 1 q,nenS''in:ote~ll!d wtha..t a ~ r:r lg-Ytlc:n ~o<rr~er: -Lrlder\he t"'CCf ~Hn". -Ut"<l..-lhe naor lt1eetHng -on ¥'eticd ~les. Assembly No.2 NO~e.>RAER NOIGNTICN-ER i ~-INtdlf;d lo'\4thcU: e1 !t"terTt8 a-tcr"lltlc:l"l D!tn"llr -on the Iocr or the St1c aps:o Assembly No. 4 See Se~tlon 4.4.2 for general requirements 6vv~98GOL6 @I 005 SSR-1821 Magna Coatings is a proud memb er of th e Quantum Group of companie s. PRODUCT DESCR IPTIO N SafeCoat Latex Fire Retardant Coating Is a single component latex-based, Intumescent fire retardant coating ideally suited fo r interior applications on various combustible substrates including SPF Plywood (Spruce/Pine/Fir), Oriented Strand Board (OSB), wood trusses and rough stud construct ion , where Flame Spread Ratings of 25 or less ("Class A" or Class 1) and low Smoke Developed Ratings are required . It limits flame spread by expanding to many times the original dry film thickness when exposed to heat. This expanded materia l forms a char which Insulates the substrate aga inst heat , and reduces available oxygen to the surface, thus limiting flame spread to a "Class A" rating on OSB , SPF plywood and Douglas Fir Decking as tested under ASTM E84-91 a and CAN4- S0102-M88 standards In a single coat application sprayed at 150 ft 2/USG . SafeCoat Latex dries quickly to a flat (matte) finish, having the appear-ance of conventional flat paint. USES ) • imparts a Class A Flame Spread Rating to dimen- sional lumber, plywood and Oriented Strand Board (OSB). • acts as a thermal barrier to protect foamed plastic insulation when used in conjunction with OSB . • used in lieu of drywall on plywood and OSB for greater strength and resilience . • replaces sprinklers In combustible concealed spaces, under NFPA-13. • can be applied as a mandatory upgrade to assist owners and property managers to meet the latest fire and building code requirements. It may also be applied as a voluntary upgrade to lower fire risks and reduce insurance costs . FEATURES • is non-toxic. It contains no asbestos , harmful ingredients or solvents . • is cost-effective. A single coat applied at 150 ff/USG achieves a "Class A" Flame Spread Rat ing . • is fire-resistant. It will not burn in liquid or solid state . Under fi re conditions , it forms a char, Safe@®P£llt Latex preventing the spread of flames , and slowing the penetration of heat through the substrate (Fire Endurance). • has excellent aheslon and durability. • may be tinted with a latex based "Universal Tint ". • will adhere to metal and acts as a rust-Inhibitor. • is easy to apply -may be applied by brush, rolle r or spray. TECHNICAL DATA and PROPERTIES Coating Type Finish Color Tinting Late x White, flat finish Standard: White Optional: Black May be tinted. Use standard latex or universal colorants. Do not exceed 26 ml of tint per liter of SafeCoat Latex. Specific Gravity 1 0.9 lbs/US Gallon or 1.30 g/ml Solids by Weight 58% Solids by Volume 47 % voc Dry Time 42 g/1 0.14 lbs/USG Touch : 30 min. to 1 hour (varies with temperature and humid ity) Recoat: 1 to 2 hours Full cure: 48 hours Film Thickness Wet: 10.7 mils Dry: 5.0 mils Flash Point Storage Limits Shelf Life Packaging No Flash Keep from freezing {above 50 ° F recommended) 24 months Available in one , five and fifty US gallon quantities 14601 -134 Avenue , Edmonton , AB T5L 4S9 • Telephone: 780-451-2211 • Fax: 780-451 -8011 Toll Free: 1-877-454-9166 • www.magnacoatings.com 1 - 4 INSTRUCTIONS FOR USE -------- Surface Preparation : All surface preparation should be carried out In accord· ance with good painting practices . Remove all loose , peeling or powdery paint from the surface . All dirt , grease , oil, wax and other foreign material must be removed with a suitable cleaner and allowed to thoroughly dry. Repair all cracks, holes and surface Imperfections. All smooth or glossy surfaces should be dulled with sandpaper . New wood surfaces which will be exposed should be coated with a suitable sealer such as SafeCoat 725 to prevent tannin staining of the SafeCoat Latex topcoat. This is particularly recommended when coating Oriented Strand Board . Application: SafeCoat Latex Fire Retardant Coating can be applied by brush , roller or alrless spray. Alrless equipment is most desirable . Use Graco Model450 or larger or other long-stroke piston type units. Alterna- tives include gravity fed "Hero" or other diaphragm units . Use a 16 to 21 thousand aperture, with a 12" fan for optimum results . Apply uniformity to entire surface . If thinn ing is requi red use clean water only and do not exceed 200 mL per gallon. Surface and ambient temperature must be maintained at greater than 50° F (10°C) during application and must remain so for at least 48 hours following the application. SafeCoat Latex is intended for interior use only. If the coated substrate will be subject to repeated washing or prolonged contact with moisture a finish coat of SafeCoat 725 1s recommended . Please note that the addition of any finishing coat will affect the flame spread rating and smoke developed classification . Before apply ing any finishing coat consult the manufac- turer or their representative. A wet film thickness gauge can be used at the start of the application to check that sufficient SafeCoat Latex has been applied . At an application rate of 150 fr/USG the wet film thickness should be 11 . 7 mil and will yield a dry film thickness of 5.0 mil. The appl ication of SafeCoat Latex should be un iform and leave no exposed uncoated surfaces or edges. If the lumber is precoated It should be checked after installation to ensure that construction procedures have not created any exposed uncoated areas . Clean Up: All application tools can be easily cleaned with water. If product has dried on, use hot soapy water to soften and remove it. Precautions: SafeCoat Latex is not "WHMIS " regulated nor Is it subject to the "Transportation of Dangerous Goods Act and Regulations". See MSDS for detailed precautions. TEST RESULTS Test ing was conducted in accordance with ASTM E84-91a and CAN4-S102-M88 "Standard Method of Test for Surface Burning Character istics of Building Materials and Assemblies" by Underwriters Laboratories of Canada . Following is a summary of the results of those tests . Material 'FSR Douglas Fir Lumber, coated by SafeCoat Latex with a single coat at a rate of 3.7 m2 per liter. S-P-F Plywood coated by SafeCoat Latex with a single coat at a rate of 3.7m2 per liter and a single coat of SafeCoat 725 Overcoat at 7.4m 2 per liter.3 5 5 5 0 Oriented Strand Board 10 mm nominal 1 0 1 0-25 thickness , coated by SafeCoat Latex with a single coat at a rate of 3. 7 m2 per liter. 'FSR -flame sp read rating 2SDC -smoke developed class ificat ion 3SafeCoat 725 is not a fire retardant but it is used solely to change gloss and scrubability of the SafeCoat Latex IDENTIFICATION and CERTIFICATION Each container bears a label reading "Underwriters Laboratories of Canada" or "Warnock Hersey Laboratories of Canada -Listed -Fire Retardant Coating." GUARANTE~ARRANTY Recommendations for the use of our products are based on tests carried out at government approved labs. Manufacturer and seller are not responsible for results where the product is used under conditions beyond our control. Under no circumstances will Magna Coatings Technology Inc be liable for consequential damages to anyone in excess of the purchase price of the product or services. 1 - 5 11/03/2008 21:54 FAX r?f 2006 IECC Energy V I Efficiency Certificate InsulatiOn Rating ~-V~Jue Coiling I Roof 16.00 Wall 13.oo Floor 1 Foundation 0.00 Ductwork (unconditioned spaces): Gl"ss & Door Rat1n~1 U-Facto1 SHGC Window Door Heat1ng &. Goofing Equipment Efflcnmcy Comments: cc.~ ~~~~ ~L rr-c~d-ffl..e4: 70 8iJ .ff ~ IS" t...f 141002 John N1chols 970-268-5732 p 0 1 nu~ C::: J. Ut::J 1 1: ..:IUS 'Inspection Report htlj)s://www.dora.state.co.us/pls/reai/Ep _Web _Inspection_ GUI. Proc .. 1 of 1 COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT I CORRECTION NOTICE Date Received: 02-MAY-08 Permit Number: 644578 Contractor/HomeOwner: Address: Type of Inspection: Action: Comments or Corrections: NICHOLS ELECTRICAL SERVICES LLC Approximatly 2.5 Miles on X.S Road Final Accepted 1) Electrical Final OK 2) Meter release-OK 3) No building permit card available Inspectors Name: Cyrus Tuchscher Phone Number: 970-625-5085 Date: 02-MAY-08 COLORADO STATE ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENCIES 1580 Logan St. Suite 550 Denver, Colorado 80203-1941 Phone: (303) 894-2985 8/20/2008 6:22PM John Nichols 970-268-5732 p.2 HUg "1 Utl II: 30a Division of Registrations https:/lwww.dora.state.co.us/pls/real/ep _web _pennit_gui.show _ Colorado The Ol!icial stat& Web Portal ('·~.~~:.'~~ o~ ••a ···~;;;.:.· ..,. ~ Division of Registrations Department of Regulatory Agencies VIew Permit 644578 Requestor Site Electrical and Plumbing Permits Online Company Name: NICHOLS ELECTRICAL SERVICES LLC First Name: JOHN Last Name: NICHOLS Address: 51022 KE RO BOX 285 City: MESA State: co Zipcode: 816430000 Phone: (951) 296-0680 Fax: ( ) - Email Address: License Number: 6307 Property Type: PRIVATE Property Owner: DAVE FURR Job Site Address: APPROXIMATL Y 2.5 MILES ON X.5 ROAD City: DEBEQUE State: CO Zipcode: 81630 County: GARFIELD Power: GRAND VALLEY RE-GRAND JUNC Building Type: OTHER Construction Type: NEW Mise Construction: TEMPORARY CONSTRUCTION METER nub c1 u~ 11:0ua John Nichols 970-268-5732 ... F·~ Division of Registrations https://www.dora.statc.co.us/pls/real/ep _web _penn it _gui.show _pag. 2 of2 Inspected Date Type Status 0510212008 FINAL ACCEPTED Status/Actions Permit Number: 644578 Type: ELECTRICAL Status: CLOSED Opened: 05/01/2008 Expiration Date: 05/01/2009 Closed: 0510212008 Replaces: NONE Replaced By: NONE Email Inspector i OK • Questions? Check out the Definitions Page or Freguently Asked Questions (FAO). • Please take our Survey to tell us about your experience with the online permits site. Generated: 08/20/2008 06:20p.m Privacy Statement 1 Disclaimer Federal Home Page II State Home Page II Department Home F Top of Page Technical Assistance: E-mail Information Technology Section E-Mail the Division of Registrations 1560 Broadway, Suite 1500 Denver, CO 80202 (303) 894-2985-Phone (303) 894-2310-Fax Relay Colorado (TIY (English & Spanish). Vo1ce. VCO, ASCII, STS Assistance Numben 8/20/2008 6:23 PM 01/01/2007 14:07 FAX 'Fif YiP-/-.? '</70 ffll'\ ~;,-{!~ ~Jlii)li~~ 'il5'& -Iii! 55 tJJI< tvU .>J~J rociJ) 141001 Ce'J"-';/ 1~ £J~~cf t-J;/;i Bb,L 4tf-oJ ~· ,u~~ 01/01/2007 14:07 FAX ~002 Techno I Inc. SAPE@@&Jf7'® Latex Fire Retardant Coating Product Daaorlpflon SAFI!COAT Latex Fire Retardant Coating Is a single component latex-based, intumescent fire retardant coaling ideally suited for interior applications to SPF Plywood (Spruce/Pine/Fir), Oriented Strand Board (OSB), wood trusses and rough stud construction, where Flame Spread Ratings of 25 or less ("Class A" or Class 1) and low Smoke Developed Ratings are required. It limits flame spread by expanding to many times the original dry film thickness when exposed to heat. This expanded material forms a char which insulates the substrate against heat, and reduces available oxygen to the surface, thus limiting llama spread to a "CLASS A" rating on OSB, SPF plywood and Douglas Fir Decking as tested under ASTM E84·91a and CAN4-S102· M88 standards In a single coat application sprayed at 150 ft"!USG. SAFECOAT l.atex dries quickly to a flat (matte) finish, having the appearance of conventional flat paint. Uaea: • Imparts a Class A Flame Spread Rating to dimensional lumber, plywood and Oriented Strand Board (OSB). • acts as a thermal barrier to protect foamed plastic insulation when used In conjunction with OSB. • used In lieu of drywall on plywood and OSB for greater strength and resilience. • replaces sprinklers in combustible concealed spaces, under NFPA·13. • can be applied as a mandatory upgrade to assist owners and property managers to meet the latest fire and building code requirements. It may also be applied as a voluntary upgrade to lower tire risks and reduce Insurance costs. Feahlrea: • is non-toxic. It contains no asbestos, harmful ingredients or solvents. • is cost effective. A single coat applied at :I&Q ft2/USG achieves a "Class A" Flame Spread Rating. I'() • is fire resistant. It will not burn in liquid or solid state. Under fire conditions,lt forms a char, preventing the spread of flames, and slowing the penetration of heat through the substrate (Fire Endurance). • has excellent adhesion and durability. • may be tinted with a latex based "Universal Tint". • will adhere to metal and acts as a rust-inhibitor. • Is easy to apply-may be applied by brush, roller or spray. 1·3 01/01/2007 14:07 FAX Magna Coatings Technology Inc. Technical Dahl SAFE@@AJ'i!LIIC.x Typical Properties of SAFI!COAT Latex Fire Retardant Coating: Coating Type Finish Color Tinting Specific Gravity Solids by Weight Solids by Volume voc Latex WMa, flat finish May be tinted. Use standard latex or universal colorants. Do not exceed 26 ml of tint per liter of Safecoat Latex. 10.91bsiUS Gallon or 1.30 g/ml 58% 47% 16.3 g/1 0.141bs!USG Dry Time Touch 30 min. to 1 hour {varies with temperature and humidity) Re-cast 1 to 2 hours Full CUrti 48 hours Film Thickness Wet 1 o. 7 mils Flash Point Storage Limite Shelf Life Packaging Dry 5.0 mils No Flash Keep from freezing {above 50"F recommended) 24 months Available In one, five and fifty US gallon quantities. 1·4 141003 Oct 23 08 08:54a Dekam 10/H/~UUS US: JU FAX ICC Eveluatlon Service, Inc. www.lcc-es.org 9702851449 p.2 ltliOO 1 ESR-1826 Issued Msy 1, 2008 This report i8 subject to ru-exam/nat/on in one year. Buill~~· 5300.,.,_ Ml_,, -.~ 00001 • (""")~ hlglonol OtliCO. 000--S\JioA. llimnglwn,-3!213 • (~ 5119-11000 Aoglo<loiOtliCO • 4051 Woolfbumoof-Co.lnt1yCJubHIII~ IW>olo60476 • (71l6) 7139-130~ DIVISION: 07-TttERMAL AND MOISTURE PROTECTION Socllun: 0721 ~ulldlng lnaulallon 611811 life of six months. Gold Seal" must be slored at temperature; below IOO'F (37.8'01, and has a shelf life of alx mon\lls. REPORT HOLDER: ICYNENE, INC. 6747 CAMPOBELLO ROAD MISSISBAUGA, ONTARIO L6N 2LT CANAtiA (800) 788· 7326 www.icynuna.com EVALUAllON SUBJECT: ICYN&NE INSULATION SYSTEM" 1.0 EVALUATION SCOPE Compllanca Willi Ch« following codes: • 2006 /ntemaVo~sl Building Cod&" (IBC) a2006 lntemalionsl Res/danllal Ccrio0 (IRC) 3.2 Surface Burning Chat'llctarioUco: When te•ted in oecordance v.ilh ASTM E 84. at alhlclmen of 5.5 inches (140 mm) and a nominal density of 0.5 pcf (8 kglm'), the lcynono lnoulation Syslem 0 hBfl a flame opread lndox of 25 or k'!ss and a amcl<e-<!evelcpoa index of 450 or less. 3.3 Thermal Realstance: The lcyneno Insulation Syatem• ~"" them>al reoio!Bnoo (R- volues) at a moan temJ)el'li\Ure of 75'F (24'0) as shown in Table1. aA Air Pormaablllty: Booed on lesllng in oooordonoe with ASTM E 283, t~elcynena Insulation Syotem 0 is considered alr-lmpermeablo. S.&lntumt~cent Coallnge: 3.5.1 flreFI88 81: Fire Free 68 io a water-be..,d intumescent coating manufaclurod by lntamotlonal Fire Realatant Systems. 1--~:-~ ....... DD ;., ''" '"'"'lla..t In ~JI.al!nn I 'HI I 'bud<.eb; and ha~ Oct 23 08 08:57a Dekam 10/18/2008 08:39 FAX Page2of6 thoweo\ller during and a11er application. Where the lcynene Insulation Syatem• it used as-an air-impermeable bsrriar, such aa in un"enVIaled anicspa""s regulated by IRC ~ction Rll06, tho rnl!<llollon must be inololled at a minimum 11\lc\<m .. of3.~ incheo(89 mm). Tho lcynene lnoulstlon System• can be inatalled in one pass ta the maximum thlcknese-. Where multiple pa .. eo are requlnod, the"""' time between pasaes Is negligible. 'Tho lcynene lns\ll8~on System• must only be in&laliod by licenS8d dealers, ""rtiilod by IC)'nene, Inc., to ln&lall Ulolcynene ln&ulation System•. ~.3 'Thelma! Bor~lor: T~Ut IC)Inen.e lnsulatlOI"' System• must be separated from the. interior of the bUildlng by an apptovad thermal bartier, such as 1/,·lnch (12.7 mm) gypeum 1\Q/Iboord installed using meef1anlcel faatene!Sin aocartlonce wllhlho applicable code, or an e"ulvalent 15-rninute thenna I barrier complying with the oppllcable code. 'Men lnotallaUon is wlihln an attjc or em>l ·~·oo •• dMel\bed in Ser;llan 4.4. a them!al barrier i$ not !Squired between the foam plas~c and the allic or crawl space. U Atllcll and Crawl&poooo: 4.4,1 Appl\cotlonwllllo PI'MerfpllvO lgniUonS.ITI<or.When the lcynene 'neulation S~m• Ia installed within atlir;s or ~;rawlapaces where enw Is made only for service of utmttes, an ignition barrlar must be lne\rllled in accordanoe wllh IBC Sec:lion2603.4.1.6snd IRCSoctions R314.5.3 and R314.5.4, as applicable. Tholgn~ion barrier must be ccnSistent wl\11 the ~ul,..monts for tho type of ccnstl\lotion I'Oqui,..d by !he applicable OO<le and must be iootalled In a manner oo 111at the foam pla&tlc insulaUOn is not exposed. The tcynene lnsula11on S~swm• may be iMta"ed in unvented attice in acccrd11nee wiUIIRC Section R805.4, 4.4.2 App\lcallon wiUrout • P'"criptlve Ignition l!al'rier: Where !he lc:ynone lneula~on Sy&tom• 10 Installed In an IIIVc or era~ :sp&c& 'Nithcmt a presetiptive ignition ba"1er, in at:t:ordance wlllt Seotlone 4.4.2. 1 111rough 4.4.2.5, \he following condidono apply: 1. Entry to the attlc or cr$Wl' space is Qn\y for tl1e service of utilities. 2_ Them are no interconni!JCt&d attic or beaamant areas. 3. Air ln the Bt\ie or crawt epaoo le not clrculsted to other parts of the building. 4. Coml>us~on air is provided in accordanoo v.f\11 Seotlon 701.4.2 of \helnl&mllfionsl Meehan.,) Coda". 4.4.2.1 A!IOaml>ly No.1: Tholcynene lnautalion Syatem• i$ applied to \he underoide of tho solid roof sheathing betWeen "'"""'in &Uics and to the underside ofthetoor dock between floor joil!ts ovef crawl spaees, to a maximum thickness of 10 indlea (254 mm). The inaulo~on Ia not installed on verticol surfaces. See Figure 1. 4.~.2.2A .. am~ly No. z: The lcy118n& lneulstlon Sy.Wm" Is applied to 1tla underside of the roof deck between taften! in allies, one to tho underside of the floor dee!< between floor ]olsm over crawl spac.es:, to a maximum thlc:knest of'\ 0 inohee (254 mm). and to wrtir:al wall surfaces ro a maximum lhlcknosoofl'l, inches (89 mm). See Figure 1. 4.4.2.3 Aa.,.mbly No. 3A: Thalcyneno In au lotion Syatem$ is applied to 111e underside of \he roof doc!< b<!!Y.Nn rs"""' in attics, and to tha underside of the floor deck betweer. 1\oor jolslsovercrnwlepaoao, to a maximumthlc:l<ness of 10 inel1 .. (254 mm); and to vertioal wall surfaces to a maximum thlct<neso of6 inel1oo (152 mm). Thelnou18tlon on \he vortlcel watlsurlaoes is C®enrd with Aldoc:oat 757 or Salocoa\ latex, deecr\bed \n SectiDn 3.5, or a 'Prescriptive. ignitiDI\ barrier &Q 9702851449 p.1 l(UUIJ~ ESR·182e described In Section 4.4. 1. Ths in1urneacent coatings must be installed in acoonlonce with the coa~n9 manulactune....- publlohed inalallation \nelruclion$. AIOocoat 757 coating must be spray.appll$d at a rate of 1 gallon per 100 ft' (0.00025 Um'). Safaooot latex must be oprOY·al)llied at a rate of 1 gallon per 80 It' (0.00031 Um'). See Figure 1, 4.4.2.4,\!rsambly No. 36: 'The Icy none insulation Syst~~m•io applied to 111• undsroide of the root dec:l< be(loeen rafters ~ attje&, and to tho unde,.lde of the floor deck b<!lween floor joists over crawl speees. to a maximum thickness 0110 lnc'ne~l (254 mm); and to ""rtlcal wan eurfeoea to a moximum lhicl<ness of6 inchoo ( 152 mm). The i!lllulation is coverea IMth FlreF""' 88, deocribed In Section 3.5. 'The inlumeSO!Int ccaUng musl be installed in ac.;ordance with the coating manufacturer's publiahed inatalle.tlo" lnstnrottons_ Fl reFree 88 <»a ling muot be applied ale ... te 01 1 gallon per 100 !1'. Sao Figure 1. M.Z,6o\1188mbly "'"· 4: no.. lcynane Insulation Syofam~ Is applied to the top or the oemng, betlw<ln Jols!s in attic "oarS, to a m""lmum thlol<nesoof 6ln</le8 (152 mm). Sao F)9ure 1. A.B Ont•hour Ftn·l'eltet.ncEMllted Ala•mbliet: 4.6.1 Aolaamb\y1 (~lmlted Lood-baarlngWood StuciWoll): Minimum nominally 2·111'-4 (1 '/2 by 3 1/2 lnef1oo (38 mm by 69 mm)}eou\t1ern pine (G • 0.55), No. Zg10de studs spaced 15 lnc:f\es (4013 mm) on cenJer Vlith a baoe layer of'l,·incll-thick (12.7 mm) woe<l flber SQUnd boanllnotallod horizontally on each !ace with vertical Joint& located owr 11\e atudo, attached with 6d box nails, 2 incllos (51 mm) long and opaced 24 Inches (610 mm) on center along the studs, and a second layer of '11-lncMhick (15.9 mm) 'Ty~ X gypaum """llboa!d installed vartlca!ly on each face, attached with 8d box na~~ Z'l, inclleo (64 M'11)1ong and spaced 7 incheo (176 mm) on centar along the stut;ls. The ~Jtud cavltv oonta\ns lcyoene insulollon nominally 21nef1a9 (51 mm)lnlcl<. 4.1. 1.1 Ax I• I DHign: Axial loads appied to lhewalla .. embly must be im~ad to the least of \he follOWing: ~ 1 ,605 pounds (8029 Nl per stud. • Design stre&& -oi 0.78 F '~· • Design atreso of 0.78 F; ala mSKimum 1/d of 33. 4.6.2.Vaembly2(llmllltdLoad-bea~ngWoodlllddWoll): Ml'\imum nominaly 2-by-4 (1'1, by 3'1, lne11ea (ae mm by 89 mm)J southern pine (G = 0.55), No.2 grade etuds opaood 16 inches (406 mm) on center with two layere of 111.oincMhic!o: (12.7 mm) Type X gypoum wallboard installed vertically with Jcinl8 staggered on each face, attachodwilh Bd bo• nelle, 2'1, inchoe(64mm) longandspaoed 7incheo(178 mm)on cerrter olong the studs for the !a<:Q layor and Sd oement coaled box nails, 2 inches (51 mm) long and spaoad 24 inches (610 mm) on conter along the etudo. The stud cavily contain& lcynene inoulation nomlnaRy 2 inef1es (51 mm) thlc:l<, 4.5.2,1 Axial Daalgn: Axial loads applied!Othe ..,llauembly muo\ be limited to \he 1e .. 1 of \t1e fallo\\ing: •1 ,605 pounds (8029 1'1) per stud. • Ceaign stress of 0.78 F ~ •Ooalgn sJ...,.of0.78 F',at a maximum 1/d of 33, 4.&.3Aesambly 3 (Fioor/~elllng): Minimum nomlnolly 2·by· 10 [1'1, by 9'/,lnclleo (38 mm by 235 mrn)) Douglas nr. No.2 grade wood Joiolaspacod 24 incho9 (61 0 mm) on center, wllh mlnim~m 1-()y-3 1~. by 211, lne11es (\9. ~by 84 mm)J•pruce bridging at mld·span. Floor decking m.Jstbe minimum 'l:tinch- lhicl<(12. 7 mm)extariorgrad" plf'M)Od inola lied perpendicular to Joloto &nd fastened with 2-inch~ong (51 mm) ring $hrm~ nails 6 inches (152 mm) on center at !he joint& and 121nclles 10/18/2008 08:39 FAX Page 3 oU (30~ 11"111) on cen!er at the Intermediate joists. Plywood joln\s must occur over jolslll. lc)nene insulllt\on muot be applied to tho unde111ide of the oi)WOod dec!< between the joia\9 to a depth of 5 inclles (127 mm). Two layoll! of minimum 0/ .. lnch- thlcl< (15.9 mm), Type X 9l'P•um wallboaro must be attached perpendicular to the joists on the oening aide olthe asoembly. The Rrst layer muat be anached wilh 1 'f,.lnch~ong (32 mm), Type W d~all ac......s, spaced 24 inches (5!0 mm) on eent&r. The seoend layer must be applie<l perpondicularto the joiata. offset 24 inches (610 mrn) from tho baoe Ioyer. The aee<ond layer must be anach&dwith2.Jncll.Jong (51 mm). Type s dt)WOII screwo spao&d 12 Inches (30!;i mm) on center. Addltlonol faolenertl muot belnotoll&d alony tl1a burtjoil1ts of tho seoond Ioyer, oocurlng the I'M! tayors toyotller. These footeners mu•t be 1 '1,-lnch-lorlg (3e IT<ll1 Type G I!JyWall acrews plao&d 2 incheo (51 mm) bad< from .-c11 end of the bub joint and spect!d 12 lnc11ee (305 mm) on center. The wallboard Joint$ on the exposed aide mutt be 111!Btecl with paper tape embeodod In joint compound and topped voth on add&d coat of oompound, and the fastener heads must be coated with joint compound io'l •=rdonoe With ASTM C 840 orGA-216. a.a CONDITIONS OF USE The lcynene Insulation System• deocribed in thlo report com pilei with, or Is a suitabkt aherna\ive \C) what is 11pecifted In, those cede$ listed In Section 1.0 of this rfiPOrl, oubject to lhe following condiUono: M Thlo evaluo~on repo~ and the ma,.facturofa publi•hed in&tatlalion inatructiol'\9, ""'"n n>qWred by the oode ollicial. must be submitted at tho time of permit appllostion. 6.2 Tne lr;yneno lnouiMion 5Jalem• muot be ins1811ed in accordanoe wilh the msnufacturer's pubis hod installation lnatovctlans, lhls evalualion "'POri and the spplk:aolacodo. If there h• a conflict betwwen the in~L!IIIation inatructiona end lhia report, this report governs. 6.3 The leynone lnauleUon System• muot be separelod from the inledor ol the building by an a~prov&d 15-mlnuta thermal barrier. When Installation ill in aHite end C!llwl •P•""' In oooordanc:a with Section 4.4, • thermal bsmer is not requirtld on lhG attic or erawi Sfli'OO faoe of \lie lnsulatian. 5.4 The lcyneno Insulation System• must not ox"""d fflo thid<ne,. and dens~y noted In Section 3.2 ol !hie !llport, except •• pe rrnitted for lillie& and era-.! opaoae •• deserlbed In Section 4.4. 1.6Thelcynene Insulation System• muat be PR>tec1ed ~om 1het weather during and after epplic:atton. I.e The lcynene Insulation Syotam• must be applied by installers oertiflea by lcynene. Inc. 6.7 Uae of the lcynenaln•ulatian Sy&tem•tn areaswhertt ths pnobablllty of termite infaatstion Is 'very heavy" muSI be In accordance with IRC SBC11on R320.5 or IBC Seclion 2603.8, •• opplloable. 5.8 The lcynane lneuletlon S~stem• I a limited to installation in combu1Ubla oonstru<;tion. s.e Jobslte certif!C8Uon and lebo ling or tho insulailon muot comply with IRC Soc!lona N1101.4 and Nt 101.4.1 and IECC Seetlons 102.1.1 and '02.1.11, u appllceble. 5.10 A vapor r1:tt&rder must be imAalled: In accordance with the appHcebla code. 1.11 The lr;ynene lneulatlon System• io monufaoturtld In Miaslllseuga, Ontario, Canada, under a quality control program with Inspection& by lnltlrfllk Testing Sorvi..,. (AMl9t). L 'd 6vv~9SWL6 @003 ESR-1826 6.0 EVIOiiNCE SUBMinED 6.1 Dais in acoonlance with the ICC.ES Aoosptanoe Critarla for SprfiY·Spplied Foam PlaSIIc lnoulaUon (AC377), dated Ootober 2007. 8.2 Teat report on air laekoge rat.o In aooordonce with ASTM e 283. 8.3 Co!I'IP•rallve crawt spooe taelo and relo\od analysis. te justify atlle and crawl apace aosomblle•. 8_.Teat rBporto in acoordancewilh ASTM E 119. 7.0 IOENTIFICAT10N AU ~acl<ages and COntainers oflheleynono Insulation Sy&tem" must be lobeled wilh tl1elcynene, Inc., name and eddrea&; U.o product nom•: the ftame apread index and tl1o omoko- developed Index; the ollelllile expiration data; \lie label of tha inB!M'ct\on ageney (lnlertek Te811ng SoNi"""): and the evaluation report number (ESR-1826). B.O OTHER CODeS 8.18cope: The products raoognlzed in thie report have also been evaluated lor oompfianee wilh the fonOWing OO<J~ •2003/ntomational Building Code• (2003 IBCI • 2003 lntemsffanal R9siden/lsi C<idf>• (2003 IRC) • 2ooa lnlf>msllonaf liino'f/yConHrvatlon Code" (20031 ECC) • BOCA• Nalionsl SuUding CodQ/1999 (BNBC) •1999 SlandiJrd Bwfdlng Codo• (SBC) o1997 Uniform BvHdin~ Code"' (USC) 8.2 u ••• , See Sec:tlon 2.0. 8,3 Oeoorlpllon: See SectiOn 3.0. 8,4 lnotallaHon: 8,,,1 General: See Section 4.1. U.2AppltcaUOn: See Section 4.2. 8.4.3 T11enna1 Bonier: The lcynenelnoulalion Syetern• must be ..,paroled l!om the interior ofthe ouflding by an sppnovod thermelbarrter, such as o .5-inch (12.7 mm) gypsum wallboard lnotollod usin~ mechanical fa•tenera In accordanoe with the ~pp\lcable code, or an equivalent 15-mlnuta thermal b"'rtar com~lying wtth the applicable code. OJCOGptwtlore Installation lsWilhin an attic or era.,. apace asdesc:!1bed in Section 8.4.4. f-4.4 Atllca and c .. wt8poceo: 8.4.4.1AppllcatJon with a Preacrl~vo Ignition Barrier: Whon lholc~none lnsulotion Syotom lslno1811ad wilhln ahi<:o or crawl """""' wllere entry io made only for oeNioe of utilities, an ignition barriermu•tt><> inslall&d In accoolanoewi\~ 2003 IBC Section 2603.4.1 .6, 2000 IRC SB<:!Ion R3M.2.3, BNBC Section 2603.4. 1.4, SBC Stletlon 2603.5.1.6, and UBC Section 2B02.4, as appftcable. Tho ign\Uon banier muel be oonolslent wtth the requl,.,monts for the typo of oonotructlon requlmd by the applicable COd<' ano muot bo in&talled in a manner so \h~ the foam plaet!c insulation ia. not e~~~:posed. 8.4.4.2Appllca~onwlthouU Preacrlpll .. lgnldon Barrier: See section 4.4. 2, ex<:ept that combustion air mut~t be provided in occordanoa wilh Section 703ofthe 1999 Slondaltl M6e/lenlcs/ Coda" and Section a 101 and 703.1 ol \lie 1997 !lniform Mec/lanloa/ C<xl<t. ao appficoble. we~ so ego:6o so £<:: \00 COUNTY OF GARFIELD-BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone(970)945-8212 Job located at _C..._~ _,_cf-"'~:_____.=O:__ __ C---=/('-------"-_2--=(!J:._.. -=?=--- Permit No. _ _L_/---=o_,-?:'-----"':__=S:'-~z'------------ I have this day inspected this structure and these premises and found the following corrections needed: AI£~ C> ffL£ C-Z?!/cAL / #'seR: c:ve?Af.l' v.;<r&;( 13~ d c/{Au.J~c£ Co/f/F/g/YJ S£/7/C. 'Ld/VX-f= Z7t?A/ AI -r u!As/it: ffip/ d;(/p/£./Z ~/f£ssc.;~C t: EXz&l(/fZ VeAif;r· s-caiifor Re-lnspection ~.00 Re-lnspection Fee must be paid prior to Re-lnspection 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 __ -_7-_·__L_//_L_'L ___ _ 20 &8 Building Inspector ------------------------------- Phone (970) 945-8212 No. -~~ _.::._b_C(L-. __,,3'--'Cj_' _· _ Assessor's Parcel No0'1 '13 · II t/-oo--oo-3 Date bj J....cj d....u"~:::/g, ,/ BUIL~N~jPERMIT CARD · JobAddress J1f>O Qj~d..Dd--. ~~-0§;'/{oJO --::1._,." " . \' .. '~ r; . ! !) , '..a..,;.y [.8' 1'-.,-,~d:,~/63> '1c:>J -f-DlLI Owner ··1\...A.-''--'~ 1 .L..lc...._.---c~.."--' AddressC ,u · '="'f" o \X ~Phone#. 0'\.0.:,.) ~~ Contractor DEI Civ\A.-\· . AddressP.o.~bog /t-UAQ/? &i> Phone #d-./o ~ \.f'-fo 5 (continue on back) 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 Jssue:S./~!J.~ ..... Zoned Area ............................... Permit No ... ./.t;!.J.!>-1.. ....... . AGREEMENT In consideration of the issuan\!e 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 Inspect and IMMEDIATELY BECOME NULL AND VOID. Use~.m)\OCI.:I........t.QlD~(~O~p:.J~tiAJ~:ntJ~-- Setbarks Front Side Sjde Rear Tbis Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing ~ -q'. 0 g IJr.J._ /Ms ~lv Drive"::ay Foundation "l1• U)O.,u., ~B~ Underground Plumbing Insulation ::;;: ,, D q.,1kes fW-rt.. Rough Plumbing q. j;-~g )n'1 Drywall@ ?lA lf.llllj Md)' Chimney & Vent C/-1/-05 '1Y1 Electric Final (by State Inspector) s-.t--off Gas Piping C/ -1141f!' 15. fn'1 Final;;;('. /:J-. 0/5JtYVl Electric Rough (By State Inspector) Y Septic Final /ll) .q-0 g X::Jn'l Framing •. lf~~. Notes: (To include oo in pace nd Windows and Doors installed). 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 APPROVED DO NOT DESTROY THIS CARD oat$'/~tlo& ey ""T~ L~ (",t:' iF PLACED OSWE -COV~Titr:.LEAR PLASTIC Parcel Detail Page I of3 Garfield County Assessor/Treasurer Parcel Detail Information Assessor{Treasurer Pro~ert)r Search I Assessor Subset Query I Assessor Sales S~arch C:I~rk & Recorder Re_ception Search Basic Building Characteristics I Jax Information Pi!rcel Detail I Value Detail I Sal~s Detail I Resid~ntial/ConunerciaUro_provement [)etail Land Detail I Photographs I Tax Area II Account Number II Parcel Number II 2007 Mill Levy I I o29 II R29ols2 II 2443114oooo3 II 28.87 I -------------------------------- Owner Name and Mailing Address IFURR, DAVID L. JPOBOX 186 IDE BEQUE, co 81630 Assessor's Parcel Description (Not to be used as a legal description) JSECT,TWN,RNG:II-8-98 DESC: Nl/2Sl/2 IBK:I458 PG:321 RECPT:625156 BK:I454 IPG:428 RECPT:624311 BK: 1454 PG:427 IRECPT:624310 BK:0930 PG:0534 IBK:0926 PG:0984 BK:0861 PG:0348 IBK:0858 PG:0317 BK:0839 PG:0343 IBK:0834 PG:OI93 BK:0834 PG:OI86 IBK:0820 PG:0233 BK:0805 PG:OI29 IBK:0661 PG:0362 Location I Physical Address: JJTWN 8 RGE 98 SEC II I Subdivision: J I Land Acres: JJ160 II http://www.garcoact.com/assessor/parcel.asp?Parce!Number=244311400003 I I I I I 3/11/2008 Parcel Detail I Land Sq Ft: llo I Section II Towns hi(! II Range I I 11 II 8 II 98 I 2007 Property Tax Valuation Information II Actual Value I Land: II I Improvements: II I Total: II IIIF=========~S~al~eD~a~te~:l _. Sale Price: I II Assessed Value I 9ooll 2601 Oil 0 9ooll 2601 Basic Building Characteristics Number of Residential lo I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information Tax Year Transaction Ty(!e Amount I 2007 Tax Amount $7.521 2007 Tax Amount $5.ool 2006 Tax Payment: Whole ($5.00)1 2006 II Tax Payment: Whole ($7.32)1 2006 II Tax Amount $5.ool I 2006 Tax Amount I $7.321 2005 Interest Payment ($0.15)1 2005 Interest Charge $0.151 2005 Tax Payment: Whole ($5.00)1 2005 II Interest Payment ($0.28)1 2005 I Interest Charge $0.281 2005 Tax Payment: Whole ($9.34)1 2005 Tax Amount $5.ool I 2005 Tax Amount $9.341 " http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=244311400003 Page 2 of3 3/1112008 Parcel Detail I 2004 Tax Payment: Whole II ($11.64)1 I 2004 Tax Amount $11.641 I 2003 Tax Payment: Whole ($14.24)1 I 2003 Tax Amount $14.241 2002 Tax Payment: Whole ($14.28)1 2002 Tax Amount $14.281 2001 Tax Payment: Whole ($14.16)1 2001 Tax Amount $14.161 2000 Tax Payment: Whole ($15.64)1 2000 Tax Amount $15.641 1999 Tax Payment: Whole ($19.38)1 1999 Tax Amount $19.381 TQJ2ofPa~ Assessor Datab_l)_s_e_~~arch Or>tions I Treasurer Database Search Ontions Clerk & Recorder Database Search Or>tions Page 3 of3 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?Parce1Number=244311400003 3/11/2008