The URL can be used to link to this page

Home My WebLink AboutApplication - PermitI 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. _\ llY __ Parcel No: 2179-272-00-392 Locality: Job Address: 3104 CR 331 Silt ---------------------------------------------- Use of Building : carport ----------------------~--------------------- Owner: Lew is, Charles Contractor: G&S Builders Fees: Plan Check : $ 145.11 Septic: Bldg Permit: $ 223.25 Other Fees: Total Fees: $ 368.36 Clerk: qmoM{11b Date: \ l ~~oR I 2 3 4 5 6 7 8 9 Describe Work: 10 Class of Work: II Garage: 12 Driveway Permi t: GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 glh Street, Suite 401 , Glenwood Springs, Co 81601 Phone : 970-94 5-8212 I Fax: 970-384-3470 I Ins pection Line: 970-384-5003 "vww.garfi e ld-countv .com Height: o New o Alteration o Addition Septic: o Detached o i SDS Owners valuation of Work: $ NOTICE No. offloors: oCommuni Autho riry. This application for a Building Permit must be signed by the Owner of the propeny, described above, or ao authorized agent. If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner , must be provided with thi s Application. )&gal Ac cess. A Buildin g Permit cannot be issued without proof oflegal and adequate access to the propeny for purposes o f in spections by the Building Department. Other Permits. Multiple separate permits may be required: (J) State Electrical Perrni~ (2) County JSDS Permit, (3) soother permit required for use on the propeny identified above, e.g . State or County Highway/ Road Access or a State Wastewater Discharge Permi t. Void Permit, A Building Permit be come s null and void if the work authorized is not commenced within I 80 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after commencement . CERTIF I CATJO~ I hereby cenify that 1 have read this Application and that the information containe d above is true and correct. I understand that the Building Depanment accepts the Application, along with the plans and specifications and other data submitted by me or on my bebalf(submittals), based upon my ceni6cation as to accuracy. A ssuming completeness of the rr;ubmittal s and approval o f this Application,. a Building Permit will be issued granting pennission to me, ns Owner, to construct the structurc(s) and facilities detailed on the submi ttals reviewed by the Bui lding De panment . In consideration of the issuance of the Building Permit, I agree that I and my agents wi ll c omply with provisions of any federal, state or local Jaw regulating the work and the G arfield County Building Code, ISDS regulations and applicable land use regulations (County Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, construction or use of the s tructure(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable Jaw . I hereby grant pennission to the Building Department to ente r the propeny, described above, to inspect the work. I furth er acknowledge that the issuance of the Building Pennit does not prevent the Build.ing Official from : (I) requi ring th e correction of errors in the submittal s, if any, disCO\'oted after issuance; or (2) stopping construction or use of the s tructure(s) or faci lity(ies) if such is in violation of County Regulation(s) or any oth er applicable law. Review of this Application, including submittals, and in spections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions o r discrepancies. As the Ownor, I acknowledge that responsib ili ty for compliance with federal, state and local laws and County Regulations rest w ith me and my authorized agents, including ";thou! li mitation my architect designer, engineer and/ or bui lder. I HEREBY ACJ5.NOWLEDGE THAT I HAVE RE AND UN DERS TAND THE NOTICE & CERTIFICA TJON ABOVE: Special Conditions: Adjusted Valuation: Plan Check Fee: Permit Fee: Manu home Fee: Mise Fees: lwq&.(;(J l45d~ 2 ~-;.2G" ISDS Fee: Total Fees: t{C\5d.: \ \ Balance Du e: BP_lio & Iss ue Date: ISDS 1'\o & Issued Date: ~-~ 1./}.'Q.~ -) \ \ lY Setbacks : OCC Group: Const Type: Zo n in g: ~DEPT' , t(/1/{}f; :$:DEPT~ . U/7/{:8 ~~--DATE ~ ~\ DATE APP 0 AL ~ · APR VAL The following items are required by Garfield County for a final Inspection: I) 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 IBC 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. l # (:tLL4 ~~\ OWNERS SIGNATURE C.... Bapplicationdecember2007 VALUATION FEE DETERMINATION Applic.ant Address Date Charles Lewis Subdivision ~~~~~~~-------------..::3....:..1.::...04.:....C=R:..:...::..33=..;1;.!.;-=S.:.:.ilt;!.:,c=..;o;;..._ ___________ Lot/Block 11/7/2008 Contractor ~~~~------------------- Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Valuation Garage: Carport: Total Valuation Crawl Space Total Valuation Decks/ Patios Total Covered Open Valuation Type of Construction: Occupancy: Valuation Total Valuation sq.ft sq.ft sq.ft sq.fl X $74.68 0 sq.ft sq .fl X $41 .00 sq .ft X $33 .68 sq .fiX $18.00 1008 sq .fiX $12.00 Commercial sq .ftX $9.00 sq.ft X $24.00 sq.fl X $12.00 sf X sf X sf X sf X sf X sf X 0.00 0.00 12,096.00 0.00 0.00 0.00 12,096.00 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. 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 ,// 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 !.S.O.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), str~ams or water courses? Yes // 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes. ____ _ 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 625-860 l. See phone book for other agencies Yes / 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. ___ ...,<::_ 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No .:---..--- 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? ~/ Yes No. ____ _ 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 loads? Yes ..... ~~ 10. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes ,...-..- 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or~ or trusses? Yes, ___ _:_ __ 12. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes / 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? (B~uilding height measurement usually not to exceed 25 feet) Yes t/ 14. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase It certifications or phase II EPA certification? Yes . No.~~~---- 3 15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No ~ ----------------------- 16. 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 IRC? Yes ______ ~ __ 17. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes k 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 nonnally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes .:--" No ----- 19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes ________ __ 20. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision pr~ess, are building plans in compliance with all plat notes and/or covenants? Yes v 21. Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written pennission from the association, if required by that association, prior to submitting an application for a building permit? The building pennit 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 substantial modification of the plans. Yes. ___ =._ ____ _ 22. Will this be the only residential structure on the parcel? Yes I.-/ No Ifno-Explain: ___________ __ 23. Have two (2) complete sets of construction drawings been submitted with the application? Y es. ____ .,L. __ __ 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? Yes C/ 4 25. Have you designed or had this plan designed while considering building and other construction code requirements? Yes L/.- 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes t/- 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 application of these changes? Yes / 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 Impact" 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 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes ?---~ No ------ 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspec(ion fee? Yes ,;~/ 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes /-...---~ 33. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent_.and that the party responsible for the project must comply with the IRC? Yes ?'/ 5 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable insp~n. Yes ________ _ 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes ~.----- 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes ____ -"'"_· __ (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes -----''-"-- 38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuance of a Certificate of Occupancy? Yes ,/· I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. I o-;c, · o5 Date Phone: 3 7 /--fo3 /) (days); g } 6 -$(., ) 3 (evenings) Project Name: __ jr;;,t.·.,.\l...L'-)=:::·_-<-o:::o,.,__-"~"--"-....,..,~~--"='. --'-·-· --=>.....:/ ____________ _ Project Address :_~·"'-:3 -'--/ -"0'----'-~/ __ G=-· __,1'-Z __,_12~D---->oL3 _"3"'--'/'---------'-__JC>.L... 6""'£"-'',..j-r'----- 6 KURTZ & ASSOCIATES, INC. 5012 County Road 154 Glenwood Springs, CO 8160 I Date : April 13, 2009 STRUCTURAL CONSULTANTS MEMORANDUM Phone (970) 945 6305 Fax (970) 945 I 093 To : Garfield County Building & Planning Department Re : Lewis Storage Building 3104 County Road 331, Garfield County, CO. Our office is the design engineer for the noted building . As such, our office issued construction documents dated November 06, 2009 . The building measures, in plan, 36' -0" north-to-south by 28 ' -0 " east-to-west. The storage building was designed and constructed as a pole building . A total of sixteen ( 16) pressure treated , timbe r posts were embedded 4 '-0" into the ground to create the basic framework of the building . The original design , as issued by our office, specified pressure treated Hem-Fir, 6 x 6 posts. The contractor constructed the storage building with 3-ply, glue-laminated , pressure treated posts . The glue-lamin ated posts are constructed of Southern Yell ow Pine and machine stress rated (MSR) lumber , and have actual finished dimensions of 4 .1/2" x 5.1/2". While the glue-laminated posts have smaller finished dimensions in one direction than the specified Hem-Fir posts, the glue-laminated posts have higher allowable stresses in bending and in compression than the Hem-Fir material. Our office reviewed the glue-laminated posts, and performed a computer aided wind load analysis of the building in the north -to-south and east-to-west directions . We also reviewed combined design snow load plus wind load stresses. Based upon that analysis and a review of the manufacturer 's product literatu re for the glue-laminated posts, it is our professional opinion that the glue-laminated posts are structu ra lly adequate , and are an appropriate substitution for the specified 6 x 6 , Hem-Fir posts . '· N 11174 0. --------------------- Assessor's Parcel No. 2179-272-00-392 Date _____ 1_1_11_2_12_0_0_8_ BUILDING PERMIT CARD Job Address ___ :..:.3:..:.1..:.0..:.4:..:.C:..:.R..::....:.33.::..1~,-=S:..:.i:..:lt ____________________________________________________ __ Owner _________ L_e_w_is-'''-C_h_a_r_le_s_& __ S_h...,.ir_le--'y'-----Address ___ 31_0_4 __ C_R_3_3_1"'-, _S_ilt _____ Phone # 970-876-2308 Contractor G&S Builders Address POB 705, Silt Phone #970-379-6313 Setbacks: Front __________ Rear _________ RH ________ LH ________ Zoning _______ __ carport. Soils Test ---------------------- Footing ------------------------ Foundation ____________________ _ Grout _______________________ _ Underground Plumbing _________ _ Rough PI u I'TJJ;li n!L---=-------:.~--r-- Framing -:::5 -L_-07' ~l Insulation ------------------ Roofing-------------------- Drywall -------------------- Gas Piping------------------ INSPECTIONS NOTES Weatherproofing ___________________ _ Mechanical ____________________ _ Electrical Rough (State)------------ Electrical Final (State) ______________ ~,---,- Final "3--9-p9 /Checklist yomp,fleted? f(W Certificate Occupancy # \::::(J.l<'O-'-Z ..... £2'-"--'-'---..--,==--~- Date I";?SGO) 4-21-00 Septic System # -------------------- Date ---------------------- Final ____________________ __ Other ___________________________ _ (continue on back) BUILDING PERMIT GARFIELD COUNTY, COLORADO !NSPECTIQ[\! Wlt.ll\~OT BlC: MADE UNLESS THIS C/.i..RD !S POSTED 0[\~ T[~E JOG Date lssuedJU2· CS~---Permit No.---1--IILI-11_.__4--l------- AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured 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 department and IMMEDIATELY BECOME NULL AND VOID. Use car-p(]{!: Address or Legal Description 3\ oaf CA2.. ??l '"Di l t- Owner l..eWi~P\''P.r)eS~ Contractor {j-±<) ~\ lflefS Building PermitType~~ldeotia. .. l~--------------------- This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Footing Driveway Foundation I Grouting Insulation Underground Plumbing Drywall Rough Plumbing Etectrk Final (by State Inspector) (Prior to Final) Rough Mechanical Septic Final Gas Piping FINAL :3-'l-0 '7 ;;<ul, Electric Rough (by State Inspector) (You [\"'ust Call For Final Inspection) (Prior to Framing) Notes Framing 3-'1-c?'l y?U_ (to in dude Roof in place &Windows & Doors installed & Fires topping in place} THIS PERMIT IS NOTTRANSFERABLE For Inspection Cail970-384-5003 Of-fice 970-945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY THIS CARD APPROVED Date li·I2•0CQ PROTECTP:d2~~~~~ (DO NOT LAMINATE) ParGel Detail Garfield County Assessor IT reasurer Parcel Detail Information Page I of 4 Assessor IT reasurerPnlJlerty Search I A_sse~~gr_Subset Query I Assessor Sales~earch Clerk a Recorct~r-~!lCeRtion Search Basic Building_~b_aril_cteristics I Tax Information Ear_G~I Detail I Value D~t<!U I Sales Detail I Resi_derrtjp_I[Commll_r_~:;iallnmrovement Detail Land Detail I Photogoohs I Mill LeYLR~v~DJte_s_Detilll I Tax Area II Account Number II Parcel Number 11211117 Mill levy I I D23 II R023305 II 217927200392 II 45.551 I Owner Name and Mailing Address ILEWIS. CHARLES M. a SHIRLEY A. 13104 COUNTY ROAD 331 ISILT. co 81B52-9B07 Assessor's Parcel Description {Not to be used as a legal description) ISECT.TWN.RNG:27-B-92 OESC: TR IN ITHE WI/2NW BK:0884 PG:OS74 BK:OB72 IPG:0040 BK:OBBS PG:0723 BK:OBBS IPG:0721 BK:OB51 PG:OS94 BK:OSBS IPG:09B2 Location http:/ I www.g arGoaGt.Goml assessor I parGel.asp? ParGel Number= 21782720 0 3 82 I I I 1011712008 Parcel Detail I Physic~l Address: 113104 331 COUNTY RD SILT I I Subdivision: I I Land Acres: 117.27 I I Land Sq Ft: liD I I Section II Township II Range I I 27 II 6 II 82 I 2DDB Property Tax Valuation Information Actual Value II Assessed Value I Land: 13D.oooll Improvements: IB3.71DII Total: 283.71011 Most Recent Sale • I Sale Date: I i=l =====s=ale=P=ri=ce=l:l Additional Sales Detail Basic Building Characteristics Number of Residential II Buildings: Number of Comm/lnd lo Buildings: Residential Building Occurrence I Characteristics I STORY W/ BASEMENT: 111.152 II http:! I www.g arcoact.coml assessor I parcel.asp? Parcel Number= 2178272003 82 10.3501 13.0301 23.3801 I I Page 2 of 4 1011712008 ParcBI OBtai I PagB 3 of 4 I UNFINISHED BSMT: 111.152 I I TOTAL HEATED AREA: 111.152 I I ABSTRACT CODE: IISINGlE FAM.RES-IMPRDVEMTS I ARCHITECTURAL STYLE: MODUlAR UBC/IBC/IRC WITH ADDN EXTERI[]R WALL: IIT-11 SHTNG ROOF COVER: IICDMP SHNGl ROOF STRUCTURE: IIGABlE INTERIOR WALL: IIDRYWAll FLODR: IISHT VINYl FLOOR: IICARPET HEATING FUEL: IIElECTRIC HEATING TYPE: IIELEC BS BD STORIES: IISTDRIES 1.0 BATHS: IlLS ROOMS: II UNITS: II BEDROOMS: 13 YEAR BUILT: 111982 I Additional Residentiai/Commerciallmprpyement Detail Tax Information Tax Year II Transaction Type Amount I 2007 II Tax Payment: Whole ($702.40)1 2007 I Senior Tax Exemption I ($362.60)1 2007 Tax Amount II $1.065.001 2006 I Tax Payment: Whole I ($514.00)1 2006 II Senior Tax Exemption ($354.88)1 2006 II Tax Amount $868.881 http:! I www.garcoact.coml assBssor I parcBI.asp? ParcBI NumbBr= 21782720 0 3 82 1011712008 Parcel Detail 20D5 I Tax Payment: Whole ($868.48)1 2005 Tax Amount $868.481 20D4 I Tax Payment: Whole ($825.DDJI 2004 II Tax Amount II $825.001 20D3 II Tax Payment: Whole II ($1.028.66)1 2003 I Tax Amount II $1.028.661 20D2 Tax Payment: Whole II ($1.053.80)1 2002 I Tax Amount $1.053.801 2001 I Tax Payment: Whole ($1.048.30)1 20DI Tax Amount I $1.048.301 I 20DO Tax Payment: Whole ($808.86)1 I 200D I Tax Amount $808.861 I 1888 II Tax Payment: Whole ($805.64)1 I 1888 II Tax Amount $805.641 Millhvy Revenues Detail Tog_IDjlgg~ AsseJ;~IliU§t~base Search Ogtion~ I Treasurer Database Search Options Clerk a Recorder Qa_tabase Search Ogtion~ GarfieldCQuntyHome Page Page 4 of 4 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 @I 20D5 -2008 Good Turns Software. All Rights Reserved. Database a Web Design by Good Turns Soft\'(af'[l. http:/ /www.garcoact.com/ assessor I parcel.asp?Parcel Number= 21792720 03 92 10/17/2008 ~ ('l ~ t rl <) <:<) , ...... <t cn1 ~ 1 ,J 'Vl ~ <) -:: ~1/1~ ~ ):1 <'1:1 -1:---o )- \L ~0 .,_} ~ ~ Q ~~ <\ ~ q:: a. () c:,l_ Cb. -.l} "<. ~ \ "' x - r-1 c;j\j -<;i:.q: ~ 1:!:>\ ct. "'<.'!:~ -..!> ...j'll X ...j \ J a ,a ::;.~ > V'\ :r:. t- ' \r) ~ ----------- I >--I~ d. :!> ! .-!) ~ ""' 0 .. ...!. I \ ' _j u.. p 0 -------------- -....> '-·----------- ~ - 0 3 <> "' '""' N) '1-.. ""' ~ --1. <> 3 ·:::,_-~..:. I __ --" -.? --<:!:: ------------------- I I \), 0 I ~ ~ -----------•·· -- ' -;- 10 -~J -:: $., ~ 3! ' ----i r I -" _j .) ~ 2.. \r 0 ,---.- -'-_) '"' r--1, _.., :J c:f-:, (.,....,. 1 >- <:>L 3 I(~ ' -I ·.3 .c· ·f-,---====j:~~\'() ~ ~\ i --'-I L ········ I ------::.::::::·---=::=~-::-:c=:::;:::=--=r I --- \.f\ ------~-f -======= ~--·- ~{Rf'i) 1f 7ttJ j-.r4~ ~~ ---1 _z ~n&., --- fi.V..I. 112 ( I l - r ~ -~ r ! /rJv::. . ( '" NN!h (!?t ~ Sc,., I:) r I , . ..... e vvzs·ts. I ]/o 'I cf.? R~l 33/ '7? jf. 'S' ,·;-r:-(! 0 ?/&i:>-2. l c?/6-~ 3oP ~~ I; :2. r f+--7 . -r- 3$Jt /04Jt .... ...-/ 1 o?ff. ~ I' /' 1'-/ J/ ---I I' S37 ft~ £os+ wr:-s t _/ ~ /J..Ofl..f'i•ty AiJ,.t...e_ \ v .S.?ofh t -----------·----._4'--··-·""'-"!!'Q .. -----~ .. -·--·-" ,. Job Code lf'w :.> Ji,~jl?: By jlJ /(__ Date No,;/~ hB Subj ect J1, ,-/).·'JJ Checked Shee t _j__ Of _/ __ C ON SULTING E.NG/NE.E.RS t:tfS'-~3a~ /J, fe : O"'r o-1'-f::c.4 f?"'t/•'de) <::ot7.sfr.d?-f,.tJ17 .docw'?~/lf.s fd,... Ae /lot) ~fo'tf~ .bv.J..l:~ ltjoG/oe . A;;l:c~ T :"/1 "f >~~/ <;tel ·~ .. -f. f(e. :? t; ~o" lo :_; e11s f tv"'/1 of fie. bv.·t/.·~ over '2x4- hur .. z."' -/;./ :r· -t:s ,. s. .s.lr«-lvtdf act:. e;' f4bf ..e r c>ENERAL STRUC.TURAL NOTES 5ENERAL REQ UI REMENTS I. De~l g ,.., r;. bosed on the 200:3 ecllt!on of the lnto rnot lonol Res identi a l C.ode (LRC.). 2.Deslgn Llve Loc:cis.: a. Roof' (Srio~).. . .................... 40P5F (51t~ Elevotlon~ 5eOO') b. lo"'lnd ............. eta MPH Ba5iG Y'ilnd Speod , 9 sec.onci 9ust c.onstruc.tlon Or'J lc.ot lon. ~.A i l dlmen;.lons , elevat ions o nd deta il s on strvc.tura l doc:.uments s ha l l 00 vel"'l f l e~o c:~ln~t th~ orc.hltec.tura l doc.umcnts prior to 4.The c.o n trac.ti~ru -:;a r fd_,~ume'ls a nd spec:.if'"lc::.atlons r"epresont the c.omo lete our~. e~-trac.tor shol l ::;orovlde o il measures nee esc:u·-~ tc:f ff:~t ' t i the struc.ture C!nd ex:Jstrng adjac:.ent str'"uc.tur-es ond ut.1'1 ~- 5.Coord lnQte o.ll open ing~ through Floors, I"'OI Is and roofs l'll !th Mec.han lca l and Eloc.trlc.ol C.ontrac.tOI"'S. Not!,~ Engin eer of O.!"ll:j openings to be c.vt In struc.tural S':jstems. FOUNDATIONS I. So!!!!! for th~ pole b!.•llc::;Hng de,ign are 05~vmed to be fine groined c.la~~ one:! ~l!t~ or c:r~•erCigc ~t rength and dens.lty. 2. The: besor lng soils ore assumed to be c.ompetl!!';nt beorlr:g so ils J~~~hi c.h ore not ~ubj~c.t to G.ollop~e vpon V>~cttlng . C.ONC.RETE AND REINFO!O.c.IN5 STEEL !.Al l c.onc.reto sha ll ottc:ln 9 ,000 PS I compress ive s-trength l"!ithl n 28 do,~s . 2 .Use T~pe 1-11 Port land Cement (A.<;TH C.lSC>) l"!lth 4-6% a ll"' el"ltralnm ent. C.onc.rete aggregate to be normal weight (stone). 3 .P~rPo ,..m a ll c-:..ost-ln-plac..e c:.o nc:.retec V~torl::. In oc.cordonc.e !-'lith "5pec.lflc.otlons for Struc:.turol Conc.re t e: for Buildings." A.CI 301-84, unless noted oth~r~lse. Provide hot or c.old 1'>!6Cithar protection per AC.I oOS or BO.O. 4 .RelnPorc.lng steel sha ll conForm to A5n-1 A6 15 : "'~ and smolle<r; Grad!';) 40 #S and larger: c;;rade 60. 5.Hor*'lzontal relnforc-:..lng ~tee l :;,ha l! J::!o made c.ontlnuovs by lopping bars o mln!mum DP 92 bore dle~meters at a ll :sp llc:.es and provldlng c.or"nl!lr bar~. Fobrlcatlon and Instal lation oP reinforcing e.te~l ~hall conform to AC I ~15 . 6 .Pr ovlde ac.c.es.!'>or"les nec.essory to f'r*'Opt}r ly support relnforc.lng at th9 positions sh01"'4r"l on t r,e document s . 1 .C.alc:.lum c.hlor"lde or-admlxtu:""~S contaln!ng more ~har1 0.05% chloride lor,s or thloc.~anates are not permitted. O.Oo not p !oc:.e pipe~. ducts or c.hase5 rn structura l c..oncrete ~lthout prior" approval oF the Struc.tura l Engin eer. STRUC.TURAL ""<JOD FRAMIN5 "· DIMENSIONAL LUMBER I.A !I t imber col"'etrvc.t Jon (light and heavW s.ho l l c:.onfo,...m to American Insti t ute of T im ber C.onstruc.t lon (AITC.) and Notlor"'al Dos.lan Spec:.lf lt:.atlon (NDS) standards. ... 2.5trvc:.t urc::i framing lumber sha ll be Hem-Fir, )"'!lth the Fo ll ai"ilr"'g min imum 9r*'Od05-: P lo tee> ond 5tud:s : •2 -.!o lste and Rafters= #2 ~oms, Posts ond Tlmber*'s. tt l 3.Lamln a t ~d Veneer*' Lumber (LVW sha l l be de5lgned ond fe~br l c.ated 11"1 accordanc:.e ~l th the National re~eorc.h Boor-d o nd the Natl ono l De$-lgn Spec:.lflc:.at ion for-i"tood. LVL 's to be 1~" thlc.k l"t lt h the fo ll ol'lllng minimum i'\'Orklng :stre:s:se:s: Fb =: 2600 PS I; Fv = 285 PSI; E = 1.800.000 PSI B. FASTENERS AND C.ONNE'C.TORS I.A II !:Imber r'lc:::J i lln g and c:.onnec.t lons sha !i c.onFor"m to IRe and . .<\!TC. Re \"erei"'G!' iRe T.:::~'o l e No. Rb02.:3(1)= Fo~tenlng 5r:.hedu le. 2 .Meta l c..on ncc..tor!:> tor I'>IOOd f ram 1r.9 are maro.vfoc.tvr9d b~ the 5 1r'!"'pson Strong-Tie Co m pon~, c.onnec.toreo 1'\lth noll:s !-hor*'t~r thor' c.ammon aeo ~a ll olli~= Be! x 1!4"; 100. )( 1'12"; 16 d .'< 2 l-'2 w, vnl~~" noted o the rN i ~e . 3 .A iternote c..o nn l>~t i ons. and raster,ore. o;o tho=>e ii stod a bove. ~"'h !c.h hove I .C..B .O. c::~pprova 1, moy be used upon opprova l by the. Engineer . 4.Log sc..r*'e:i"' c.onnec.tlons, lnc.ludlng l ~ad ho 1e:eo, pl lot hole!!>. and ~Gre~ ln5 ta ll ot1on, sho il conform to ND5. i"'iiOD ROOF TRUSSES I. Provide oper*', ~sb truse.es as profiled on the d oc.ume:nts to sofe i ~ support the ind icat ed deod and live load!>. 2 .Tr-uss monufactvr*'er s ho il b& a member of the Trv~s F i a t~ ln st ttvte (TFI) ond Component Monufac.tvr*'er':s Counc il. Trues~:;s 5ha l l 00 de51gnt:)d b;j a Profess;ono l E.'igln eer e mp!o~jed b1:J the manut oc tureor. 3.Lumbl!!:lr for tl"'l.le~e~ ~hal l be of th o spec:.los a~d grade as rcq1.11re d boj the Engineer's dee-lg n. Grade stomp each p lec:.e:. 4.Monufac..ture a nd i n~ta ll pr*'~ss -,lt meta l plates comp l ~l ng ~A~I th TPI-14. 5.Mor'IUfac.ture:r sha ll svbmlt shop drar"'lngs to Arc.h ltect for revle:l"i ond appr-ova l. Shop dr*'Cl¥~t l ng sha ll fndlc:.ate tru:.s p itch, spor', and ~poc:.1n 9 ; gage, size and loc.c::;tro n of o::.onne:c.tors; bearing o nd onchor-a.ge: details, truss-to-tru~e. GOI'i~ec:.tl o!"'S . bf"ld::J 1n g and per*'manent brac.lng cletoll&; Clnd o il reloted Items. 6 .Svb-nlt shop dra~lng~ to the englr*'.e:er For rovle'"'! and approva l. 1.5vbmrt cles19n ca lc vlatl ons, bearing t he seal or the Marw foctur-er 'e Er1glneer, "'lth the ~h op drar"tlngs, ln d l c.c::::~t i ng s.pt'c.les and 9!"Qde of' lumber, design loadings, and force one::::~ I"~ is ot eoc.h member and design oF eac.h c:.onnec-:..tion. 8 .FabriGOt9 tru~ses oc:.~ord l ng ta opproved shop droNfngs. Pro vld ~ t russes onc:l al l re lated Item!! required Far-er*'ec:.tlon. to Include blocking. br idging oncl p.,rmaoont bridging . q.5nol"' !ood dur ation foc.tor ....................................................... .. a . Trus~ top ch:::>r*'d dead lood .................................... . b. Truss bottom chord deod load ................ .. 1.0 l:l .O PSF 10.0 P5F ..,-----'6><6 ' TREATED POST 4'-0" MIN. EM9ED 4" TH ICK COMPACTED !.._ _ __,.(.... G•RANUL.AR 6ASE ~~,~~:~1 :_~:-~~L_P_O_S~T~.D~ET_A __ IL ________ ~~ P!..Y~ooD I ~OF" SHEATH I NG ~ SEE SHEATHING-NOTE: I ~ EDG:= NAIL"\, \ BEVELED 2x 13LOC. K I NG ~· \ \ 6ET}'IN TRUSSES l!.A.IL TO PLATE \ Y'V' (B)-16cl ~ STAGGER i . /-AA--1-1-1+ 2x6 TOP PLATE.// NAI L TO LVL~ Y'V' 16d ®16" o.c .l ' (2 )-5 /8"cl!o THRUBOL TSV @ CL OF POST\ NA IL :lxi O TO PLATE ,..; (B)-i6cl NAILS 12)-'1.114" 1.. VL. --~.,-=-1'-0-"--------------~~ 12'-0" 16'-0" 2><:10 I ---------r-------y'*=-c=-=--==-t-t41-----------------} ---------.--T-----------~ • ·-t----1---~ [ . ~ l K .B . I 2><10 K.e.) l m 1 I I I I ~+-~--------~--------~~ ! ' I I ; ' : ~-------~~--+-------------~-+~ " ! :(D\ I I I I ~ K.B .-1 i H-K.6. I -'.,------+ -tl-------------_ --_ -i~[~~::::~·~:::::~-t--=:=:::$2~><~1~0~=====:::::~i::~~~ I K .El .-1 ~ lK.6· ! 2 xiO Ke.J ~ r-f-K.6. 1 I I --+-~---------~--------~~ ! ' ~------~--~----------~~--4 "-...__-'-JIC:.OMMON TRUSS I I ::x1o ~u 24" o.c.l I 1®24" O.C.l.. 1 K.e. J ! I ! K.e. ~-------t -i._ ----------------~-j~g~~==-=_:=~::::::-~ -+=::::-:::j -+-~2~";~~0~::::::==:::-:=:=i~~~~~ K.e.-1 lK.El. i 2 ><IO K.e.J . rrK.e. () ' 1 I ,_: -' z > I 3; 1 ~:; IL ,- 1 \ll I I~ 1 7~ I 6><:6 PRESSURE ~~ I ~5 I ~ ~ ~/1 ~~~ ~ ~ I s; 'f 7 \J'V't ~ ,-I ·~ I ~~1 't K .El . 1 H- K.6. -1 K.e., 1 K .e. 2x io I ---6~~~L-1"c~c:_:=!:=:::· -t..::=:::-* +::-:.::::::::~~2~"~10~:.:::::::::::-:::=::!::~;~L ~~ K.e. -',...-----l-1V ~~~ P~ST fB\ I I ,. ' \2Y I TYPICAL I (E\ TYP I ~ ~ I I I r-+-~---------+--------~~ ! I iYP fc\ 1:2'-0" r~ I I 'I ~------~--~------------~~~ " ! ! I I I l 2E!>'-0" PLAN NORTH ROOF FRAMING PLAN EB ~OF" FRAMING PLAN NOTES I . ...-L.. ·---;>'"""""" Deslgnatl!>s raftl!>r or pr.,manufactured roof tru~s . &ho,..lng span dlr.,ctlon. • () :2. ~ Jo ist hanger or beam to beam c:;onnec:;t l on. 12 '-0 " !b'-0" / m I I I I I I I I I I I 1 I I I ----+-----------·· ----+---·------·----------' I I I I I I 1 I I I -'i<c-------4>---------------4>--------------------® () I ,. ,. I • t i i i i i i i i i i TYP® i i i i i i i i i r~ --------------~--------_,_------__ , I I I J 12'-0" ; I I I l ,_,, l '~" ,~-~ 1 1 28'-0*' PLAN NORTH FOUNDATION PLAN EB PL YV'<OOD L------------ROOF SHEATHING PLYV'IOOD 9 . • Designates post l'lhlc:;h supports framing this level. sEE SHEATH ING NOTES EDGE NAILS BEVELED 2x BLOCKIN<O>~~-ElET~N TRUSSES \ NAIL TO PLATE \ Y'V' (3 )-IM ----....___ 5TAG6ER ~ 2><6 TOP PLATE NA IL TO LVL Y'V' I!Ocl ®16" O.C . I .JA+-IiA+ ;/I /1 1:2 ¥" ------- ----~ PRE-MANUr\CTURED ---------~~~OF TRUS ~ --"~"----------------·--~ I (2)-5/8"cli<THRU60L T5 ®CL OF" KNE 6RACE ~ f>X6 TIMBE KNEE BRACE H2.5T HURR:.ANE T IE EA. END E; TRUSS JOIST HANGERI / LS5U-2 1 0~ (2)-5 /8 "cl ia THRUElOL TS I ( ~~-+-f--hL --* I <nJ @ CL OF POST PERPEND IC ULAR KNEE ElRAGE 1 NOT SHO~N 1 FOR CLAR ITY ' JOIST HANeR L US -28 (2)-"1 .114" V l I (1)-5/8" a THRUBOL T 1 ® C.L OF NEE BRACE 4 TENON ·----------------- ~OF" SHEATH ING f------... SEE SHEATH ING NOTES EDGE NAILS BEVELED 2x BLOCK ING 6ETY'IN TRUSSES NAIL TO PLATE Y'V' (B)-16cl 5TA66ER 2x6 TOP PLATE NAIL TO LVL Y'V' 16d ®16" o.c. (2)-5/8"clla THRU60L T5 ® CL OF POST PERPEND ICULAR KNEE BRACE NOT 5HO~N FOR CLARITY 2" ( / / 4 1:2 PRE-MANUFACTURED ~OF" TRUSS / / • / / ,./ + / / / / +~.£....----->.- / / 2><10 (2)-5/8"clla THRUBOL TS @ CL. OF KNEE 6RACE 6Xb T IMSER KNEE 6RACE H2.5T HURRICANE TIE EA. END EA. TRUSS JOIST HANGER L.US-2e (2)-'1.1/4" L VL (1)-5/8" el la THRUBOL T ® CL OF KNEE BRAC-E 1.1/4" X 9" MORTI SE 4 TENON -----------J~D I" :: 1'-0 1 ' \.!:::_) ~"I _·-_o_" ________ __ ---------------------------------------- 4 . L.VL. " Laminated VeMer Lumbl!>r . s,., Structural Gen<>ral Notes for allov<ab ll!> stM&sl!>s. L.VL.'"' to be 1.9/4" thick ..,l.,ss not.,d oth.,rr<ls". 5 . K .B. designates Knee 6rac:;e. 2 '-0 " M IN . iYPICAL I ~ 2><6 TOP PLATE~ NAIL TO LVL Y'V' 16cl ®16" o.c:.. ', ' ' ' + ' ', + 'I.I/4"LVL ', (2)-5/8"clla ' ' ' ' ' THRUBoL T5 f-_:~o,--~ ® CL OF POST PERPEND ICUL AR KNEE 6RACE NOT 5HOJ!'olN FOR CLARITY S/4" = 1'-0 " (2)-5 /8"cl la THRUBoL TS ®CL OF KNEE 6RACE 6x6 TIMBER KNEE BRACE (2)-2xi0 (SEE D/SI) ~ '(i)-5/8" el la THRUBOL T ---"c-'--1 ® CL OF KNEE BRACE -------1.1/4" X 9 " MORTISE 4 TENON APPROVED SUBJEcT TO NOTID DCimONs <I INSPECTIONS GARFIELD COUNTY BUILDING DEPARTME DID fVl/01 By£ If? NT FIELD COPY NO INSPJJ:C7ION WlTRoUT l'B:EsJJ: PLANS ON SITE p. ~f ·---------·------- KURTZ II: AS SOC I A TES I INC. 50 12 COUNTY RD. 154 GLENJAIOOD SPR IN GS, COLORADO ("110) "145-0:305 LEY'l i S STORAGE BU IL D ING ' 3!04 COUN TY RD. 33 11 GARF IELD COUNTY, I COLOR.A.DO · L_ _______________ __ _, ' I DRAJAIN BY: D .A. CHECKED BY: B .JK SCALE: AS SHOJAIN PROJECT NO.: 08-0'1 DATE: CONSTRUCTION SET: 11/06/08 SHEET T I TLE: PLANS AND DETA ILS SHEET: S=l I ----