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Home My WebLink AboutApplication - PermitGar'field County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs , CO 81601 ~ Phone: (970)945·8212 Fax: (970)384·3470 Pennit NO. BtRE-9-1 o;.;1782 Pennlt Type: Residential Building Worlc Classification: New Perm;t status: Active Issue Date: 10/22/2010 Expires: 04/20/2011 Project Address 0280 Cedar WAY NEW CASTLE, CO Owner lnfonnatlon Peter Schaiberger I Contractor(s) Proposed Construction I Details Domestic work shed FEES DUE Fee Plan Check Fee Residential Building Fee Total: Friday, October 22, 2010 Parcel No. Subdivision Section Township Range 212525402005 CEDARS, THE Addre11 Phone Cell 379-7251 co Phone Primary Contractor Valuation: $ 5,184.00 Total Sq Feet: 288 FEES PAID Amount $81 .41 $125 25 $206.66 lnv Total Paytype Amt Paid Amt Due lnv tf. BLRE-9-10-20560 S 206 .66 Check # 4306 Check#4300 $125.25 $81 .41 $0.00 Required Inspections: For lnapectlona ull : 1 ( 888 )868-5306 Inspection IVR See Permit Record Building Department Copy z I GARFIELD COUNTY BUILDING PERMIT APPUCA TION 108 8th Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212/ Fax: 970-384-3470 I Inspection Line: 888-868-5306 www.garfield-countv.com Parcel No: (this infonnation is available at the assessors office 970-945-9134) 2 3 4 5 6 7 8 9 Describe Work: 10 Class of Work: New o Alteration o Addition 11 Garage: Septic: Detached olSDS 12 Driveway Permit: Owners valuation of Work: $ NOTICE -7~£"1 Alt Ph: No. ofFJoors: Authoritv. llUs application for a Building Pennit must be signed by the Owner of !he property, dcscnbed above, or an aUiboriud IIJ!COI. lfthe signature below is not that of !he Owner, a sep11r.1te lencr of authority, signed by the Owacr, must be provided with this Application. La:•l Acs"'a. A Building Penni I CADIIot be issued without proof of legal and adequate access to tbc property for purposes of inspections by the Building Department. Other Permits. Multiple separate permits may be required : (I) State Elcarical Permit, {2) County ISDS Permit, (3) anolhcr permit rcquiled for usc on the property identified above, e.g. State or County Highway[ Road Access or a State Wastewater Discharge Permit. Void rerp!lt, A Building Permit becomes null and void if the work aUiboriud is not commcaccd within 180 days of the date ofinWillc:c and if work is suspended or abmdoned for a period of 180 days allc:r coiiliDCDCCmcat. CERTIFICA TIOS I bercby certify that I have read this Application and th.t the information contained above is true and CDm>CL I understand !hat the Buildins Department acecpu !he Application, along wilb the pl.us and specifications and otber da!a submincd by me or on my bcbalf(submittals), based upon my certification as to a::euncy. kswning completeness of the submittals and approval of this Application, a Bwlding Pcnnit win be issued J!lllll!ing pcnnission to me:, as Owner, to construct tbe struc!UTC(s) and fac1li1ies detailed on the submittals re\icwed by the Building DcpartmcnL In consideration of the i.suaocc: of the Building Pennit, I asrec that I and my ageniS will comply with pro,isions of any £cdc ru , ~tare or local law regulating the work and the Gricld Comly Building Code, ISDS regulllions and applicable land we regulllions (County Rcgulation(s)). I aclatowlcdge that tbe Building Penni! may be suspended or revoked, upon notice from !he County, if the location, construction or usc of the $1ruetUTC(s) and fllciliry(ics), dcscnbcd above, arc not in compliance Wlth County Rcgulation(s) or any other applicable law. I hereby gnnt permission to the Building Departmcnl to enter the property, described above, to iiiSJlC"Ithe work. I fUrther aclcnowlcdge that the issuance of the Building Pcnnit does not prevent the Building Official from: (I) requiring the corrcc:tion of errors in the submittals, if any, discovered after issuance, or (2) stopping construction ar we of the slr\ICI1R(s) or faciliry(ics) ifsucb is in violation of County Regulllion(s) or any otbcr applicable law. Raicw of this Application, iDcluding submittals, and inspections of the work by !he Building Dcpartmelll do not constirute an acceptance: of responsibility or liability by !he County of errors, omissions or disc:rcpancies. k !he OWDcr, I aclcnowlcdge that responsibility for emnpliance with fcdcnl, mte and local laws and County Regulations rest wilh me and my au1horiud agenu, Uu:luding without limitation my architect designer, engineer andf or builde-r. I BY CKNOWLED E T I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE ; STAFF USE ONLY Special Conditions: Adjusted Valuation: Plan Check Fee: Permit Fcc: Manu home Fee: Mise Fees: 5184. ()0 81.4/ IZS. z,5' --- ISDSFce: Total Fees: Fees Paid: Balance Due: ~ & Issue Date: ISDS No & Issued Date: 2-0 6.66 l ~l.4\ IZ5-Z.) -l1-~~ ---Setbncks: OCCGroup: ConstType: ·zoning: , ~ ~ }2.3 ZB IR 2.51 ZS1 10 BL ~ PLNGDEPT: /~~d ~~/~p '~ROYAL ~ DATE APPROVAL DATE The following items are reguired by Garfield County for a final Inspection: ~ A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Pennanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. (1, 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 fmal 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. Bapplicationdccember2007 Building Plan Review Description of Work: Domestic work shed Bin#: Location Address: 0280 Cedar WAY NEW CASTLE, CO Case Manager: David Bartholomew Plan Case Number: BLDGA9Aio-6610 Parcel: 212525402005 Application Date: 09/30120 I 0 Building Al lf' ) Engineered Foundation IJt_lt Driveway Pennit / Surveyed Site Plan JJ/A Septic Pennit and Setbacks / Grade/Topography 30% 7 Attach Residential Plan Review List / Minimum Application Questionnare II/A Subdivision Plat Notes /lff_vf Fire Department Review / Valuation Detennination/Fees / ~ < Red Une Plans/Stamps/Sticker Attach Conditions /" A pplication Signed 7 7 :lan Reviewer To Sign Application arceUSchedule No. /l!A 40# Snowload Letter-Manu. Homes ~ Soils Report Conta cts Owner: Peter Schaibcrgcr Applicant: Peter Schaibergcr Applicant Phone: 37~7251 Emalt PlanninQIZoning / Property Line Setbacks / 30ft Stream Setbacks / Flood Plain / B uilding height 7 Zoning Sign-off ~~~ Road Impact Fees 1'1/~ HOAIORC Approval / Grade/Topography 40% / Planning Issues / ----~subdivision Plat /f:t-n.·nl ~~ jaMUAJke /o/.1/1 ~I;P'L General Comments: IZ~.Z.:f' ~/,'I I 2.06 .t{:. &-1. 'I I 0 FEE ESTIMATE FOR S/F STICK BUILT HOMES (ALL FEES ARE ESTIMATES UNTIL FINAL PLANS ARE REVIEWED) Applicant: Job Address: Subd-Lot/block: FINISHED LIVING SPACE: sf X 74.68= UNFINISHED BASEMENT: sf X 41.00= CRAWLSPACE: sf X 9.00= GARAGEj5JIEP 2-B 8 sf X 18.00= 51 84 UNCOVERED PATIO/DECK: sf X 12.00= COVERED PATIO/DECK: sf X 24.00= ( fiSC: MISC: TOTAL VALUATION: THIS SECTION WILL BE DETERMEND BY GARFIELD COUNTY BUILDING & PLANNING PLAN REVIEW FEE: ?/.W PERMIT FEE: /25. Z5' TOTAL: 2£J6. 6 6 PERMIT: SEPTIC= PERC: ( 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 SUBMITTEDFOR 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. 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 1 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 in compliance w ith the 2009 IRC, and 2009 IECC. I . Is a site plan included that identifies the location of the proposed structure or addition and distances to the property l~frem each comer of the proposed structure(s) prepared by a licensed surveyor and has the--SUrVeyors _y~nature and professional stamp on the drawing? Properties with slopes of 30% or gr'eater-mus'fbe 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 ofthe_~lding envelope as it is shown on the final plat with the proposed structure located within thet?"velope. Yes ... 2 . Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 3-301 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 ,/fer courses? Yes t/jl\ 4. Does the site plan indicate the location and direct ion of the County or pri vate road accessing the property?~ Yes c 5. Have you provided any RESOLUTIONS and/ or LAND USE PERMIT(S) associated with this property? / Yes if Yes please provide a COPY. No_,.~:;\ ___ _ 2 6. 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 age~ Yes ____ _ 7. 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 1/ 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances re 1red between wood and earth? Yes No ----- 9. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? ./ Yes v No ----- 10. 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 1 11. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? / Yes __ ...;t/;:;...__. __ _ 12. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof ra. fte~bists or trusses? Yes l 13. Does the buildings tion drawing or other detail include the method of positive connection of all columns and earns? Yes __ ~-------- 14. 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 roo!Y(Building height measurement usually not to exceed 25 feet) Yes ~ 15. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or p~ase EPA certification? Yes No ---------- 3 16. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes. ___________ No. ____ l~~--------- 17. Does the plan include a window schedule or other verification that egress/rescue windows from ~:;ing rooms and/or bas~fromply with the requirements of the IRC? 18. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes ,/ 19. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes V No. _____ _ 20. Is the location of all natural ~ anj l'quid petroleum gas furnaces, boilers and water heaters indicated on the plan? )// Yes ______ _ 21. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivi~rocess, are building plans in compliance with all plat notes and/or covenants? Yes , 22. 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 substantial modification of the plans. Yes b,.L _ 23. Will this be the only residential stru_ cture on the parcel? .c:=J} Yes No / Ifno-Explam: . ..:.~ .... -~t14.~~4---- 24. Have two (2) c omplete sets of construction drawings been submitted with the application? Yes V ---. ---=---- 25. Do you underrss~ C1 that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes J ___ ;.._ __ 4 26. Have you designeclor had this plan designed while considering building and other construction code requirements? Yes z/ 27. Do your plans comply with all zoning rules and regulations in the County related to your properties zone dis~ Yes ______________ _ 28. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the G~d County Building Department? Yes. __ ....~ocL___.::....._ __ _ 29. Do you understand that approval for design and/or construction changes are required prior to the application.)Jf these changes? Yes._..::;v ___ _ 30. Do you understand that the Building Department will collect a 11 Plan Review" fee from you at the time of application submittal and that you will be required to pay the 11 Permit Fee 11 as well as any "Road Im~or "Septic System" fees required, at the time you pick up your building permit? Yes I. 31. 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 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 888-~306. Yes ,L_ No. _____ _ 32. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-izction fee? Yes b. 33. 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 ofthe building? / Yes V 34. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for anan b-ge ~nt and that the party responsible for the project must comply with the IRC? Yes V ------*!:.'------- 5 35. 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 inspection. Yes i./ 36. 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 amili cation? Your attention in this is appreciated. Yes V"" · · ----------------- 3 7. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? / Yes V (please check with the building department about this requirement) 38. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance..,ef a building permit that you will be required to obtain a grading permit? Yes V --'"------ 39. 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 V 40. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water servic~. ~building permit application will be accepted without such a letter. Y~ . I hereby acknowledge that I have read, understand and answered these questions to the best of bil : • __________ (evenings) 6 Notes: If any required infonnation is missing delays in issuing the pennit are to be expected. Work may not proceed without the issuance of a pennit. If it is detennined by the Building Official that additional infonnation 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 pennit or delay in proceeding with construction. bpminreqsfJun20 I 0 7 & • • ' GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2009 IRC, IBC, IFGC, IMC, IPC, 2009 IECC. Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roofl Not ground): 40PSF up to 7000ft. elevation. Seismic design category: B 50PSF 7001 ft to 8000ft. 75PSF 8001 ft to 9000ft. lOOPSF 9001 to 1 OOOOft. Weathering probability for concrete: Severe. Termite infestation probability: None to slight. Wind speed: 90mph. Decay probability: None Wind Exposure: B or C (see section R30 1.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16over 7000ft. elevation. Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by Building official Ice shield under-layment required. Mean Annual temp: Variable Insulation: Windows/doors U=.35, Skylights U=.6, TBL 402.1.1, 2009 IECC. Minimum R-Values: • Ceilings /roofs R values are R-38 stick built structures. R38 log construction and steel rafter construction. • Walls R values are R-20 wood frame. See Table 402.2.5 2009 IECC for steel framing • Floors R-values are R-30 or enough to fill cavity. • Basement wall R-values are R-10 /13. • Slab perimeter R-values and depth is R-1 0/24in. • Crawl space wall R-value are RI0/13. If floors over crawl space are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R-20 insulation. Common ceiling/floor garage to house must have R-20. Take precautions to protect plumbing in these areas. 8 6 SCHMUESER I GORDON I MEYER G~ENWOOO S~R INGS ------~~~ E N 0 1 N E E R 5 1 5 u R v E y 0 R 5 1 1 e WEliT S IXTH STR EET. SuiTE zoo Gt.ENwoo o SP"•Nos. co a 1 eo 1 A.f'""' September 17, 2010 Revised February 28, 2011 Pete Schaiberger 280 Cedar Way New Castle, CO 81647 970-984-31 05 Re: 12'x24' Shed Framing SGM Project No. 2010-416.001 Dear Pete: 970 .945 . 1004 970 .1iM!S .SQ48 f'-'X I have reviewed the plans prepared by BetterSheds . In discussion with Aden, they use Spruce-Pine-Fir #2 for all their dimension lumber framing. For the structure to conform to the 2009 International Building Cr>de, which is the current code in effect for Garfield County, the supplier must provide the following for this shed: 1. Rafters must be 2x6 in size, and spaced at either 16" on center if the collar tie is no more than 1 '-0" above thn top of wall plate, or 24" on center if the collar tie (ceiling joist) is framed direc·.ly on top of the wall plate. Collar ties/ceiling joists may be 2x4 in size, same spacing as rafters. See sketch, Attachment A. 2. Wall studs may be 2x4 spac3d at 16" on center. 3. Wall sheathing must be a ra1ed sheathing. 4. Header over window must b1~ (2) 2x4, with 3.5'' dimension vertical 5. All framing and sheathing m 1Jst be nailed in accordance with Table R602.3(1 ), Attachment B. February 28 You also requested we provide reccmmendations on a pier type foundation. Based on this shed size, and providing (5) pie ·s along each of the 24 ft sides , for a total of (1 0) piers, they can be constructed as follows: • Piers are 12" diameter, spaced at about 5;-9" on center, with 3ft embedment. Bell bottom of pier out to 16" in diam~ter to provide required bearing area based on 2000 psf allowable soi l bearing pressure. Reinforce piers with (1) #4 hairpin (upside down shaped U), full length of pier minus 3" clear at bottom, and 2" clear at top. • Treated 6x6 edge member spanning from pier to pier on 24ft sides. Bolt 6x6 to each pier with (1) 5/8" diameter :mchor bolt. Embed bolt minimum 8" into top of pier. • Toenail (screw or nail) rim joist t:> 6x6 per the IBC nailing schedule . I trust this meets your needs. Any questions, please call me at 970-384-9037 . Sincerely, /1{'!//!r~-::f U1'7 William B. Swigert, PE SE Schmueser Gordon Meyer, Inc. C R ESTE:O BuTTe . .. GRANO .JuN : To:)N ~u .. u• 101 F'ouNoERs PL.Ac:F;, UHtT 102 PO Box 2155 407 F'OURTH STR !ET PO Box 3088 57 3 WEliT C FIETE CtFIC:t.E BUit.l:liNO I , S UITE 205 GFIANO .JUNCTION, CO 8 1505 970.245.2 5 7 1 970.245 .26 7 1 FAX 320 TH Rl) STREET MEEKEFI, CO 8 f 04 1 9 7 0 878 .5180 9 7 0 876.4 18 1 F'JU< ASPEN, CO 810 1 1 970 925 6727 970.925.4157 FAX CAUTED BUTTE , C:O 81224 970.349 5355 1;1 7 0 349.5358 FAX ~ ~ APPROVED \J SUBJECT TO NOttD \a, EXCUI10NS & INSPECfiONS GARFIELD COUNTY BUILD~··DEPAR~NT ~ ~u ~ ~~~ ~- LDCOPY ~·' NO INSnCTION WITHOtJT THESE PLANS ON SITE \... l ~ page of ~ , 5e-e... p ~ IHf7teh vH~fs {;v bt.a/dlvt( fU1 UJTeHA'4t' b, • Po au.dA--1-zM !U5p~c.ftDI'I fl~u1rtei pJUo~ lo p"urJ Ill( emttre fe . • P~lvt-{ JJ/l,'fe.~fttNz r2b(utY~ "'- ~ Pwz.A-{ / C,,O. N ca r--I ~ -I C"J I LU c:: __, cc ~ 12' KfDErLONIAL GARDEN SHED ERQNT ELEYAVON Little Cottage Co. ,.., Cop)f'ight 2007 10'-2f" Ref. Note: Drawing is not to scale. --,r--,r ~~r --------------q~~~--l,-- ' II II I I I II I I II II I I I II I I II II I I I II I I II II I I I II I I II II I I I II I I II II I I I II I I II II I I I II I 6'-J. I II II I I I II I I II II I I I II I I II II I I I II I I II II I I I II I I II II I I I II I I II II I I I II I I II II I I I II I ~lnterld~ II I I I II I flooriln"e II I I I II I --~---~ II I ~---~--....... __ _.___. __ 1::::!:1 = = = = = = = = ---------------- 12' ____ _j ( CD 12' mm. WLONIAL GARDEN SH[D SIDE ELEVAllON Little Cottage Co. rv Cop}f'lght 2007 ~ ~ I 11 ~ II I 11 J I TF -- II '~-I II r:ref. I II I II 10 6'-3" I II I II 0 u ~ II II II II II II II II II II ll ol ol II II II II II II II I II II II 11 11 11 II II II 11 II II Note: Drawing is not to scale. ~ ·~ ~ ~ ~ ~ ~ ~ II II II II II II II II II II II II II II II II II II II II II II II 11 ol ;, tl ir ,, ,, ol ol --=----II II ll II II It II II I yV II II II II I II II 1\1~ II II I II II II II II II II II II II II II f 111111 -II II II II II II r , -ln~erior !l 11 II II II II II II II II II II II ! Fl~orlinfl 11 II II II II II II II II II II II = !L =!L =IL =IL dl=dl=dl =JL= lL = lL = lL =lL =IL -'= _jl= _jj=.JJ. =~ ~· ~ II II II ~ II I! !:1 ~------------------------24'------------------------~ 0 SCHMUESER GORDON MEYER ENGINEERS SURVEYORS September 17, 2010 Pete Schaiberger 280 Cedar Way New Castle, CO 81647 970-984-3105 Re: 12'x24' Shed Framing SGM Project No. TBD Dear Pete: GLENWOOD SPFHNGS .t.~PI.H 118 W , f.'ITH, SUITE Z OO PO BOX Z l :i:i GLENWOOD SPRINGS, CO 8 80 I ... SPEN, CO 816 1 Z 10170-945-1004 970-925-8727 F'X 970·945 •5948 F'X 970·925 4 157 CAESTED BUrtE P .O . BOX 3088 CAEST£0 BUTtE:, CO B I 224 970-34 9·5355 Fl< 9700:349·53!58 I have reviewed the plans prepared by BetterSheds. In discussion with Aden, they use Spruce-Pine-Fir #2 for all their dimension lumber framing. For the structure to conform to the 20091ntemational Building Code, which is the current code in effect for Garfield County, the supplier must provide the following for this shed: 1. Rafters must be 2x6 in size, and spaced at either 16 .. on center if the collar tie is no more than 1 '-0" above the top of wall plate, or 24 .. on center if the collar tie (ceiling joist) is framed directly on top ofthe wall plate. Collar ties/ceiling joists may be 2x4 in size, same spacing as rafters. See sketch, Attachment A. 2. Wall studs may be 2x4 spaced at 16 .. on center. 3. Wall sheathing must be a rated sheathing. 4. Header over window must be (2) 2x4, with 3.5" dimension vertical 5. All framing and sheathing must be nailed in accordance with TableR602.3(1 ), Attachment B. I t[Ust this meets your needs. Any questions, please ca ll me at 970-384-9037. Sincerely, ;,~:.~~:t! Schmueser Gordon Meyer, Inc. .1 ~ .J -0 c: -!!! l lL----------------~11 !I----------------,11 II 111 II til IL--------------~~~11 ,,--------------~t -111 .... 0 II ~~ til II ..... II • ._,. _____ ~-----~ ~I (0 ._,. __________________ ~~--------------~ ,I ~ 0 - ,4-ttA::~-1 1111& rJ-r-i3 Pc, I WALL CONSTRUCTION TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS NUMBER AND TYPE OF ITEM DESCRJPTION OF BUILDING ELEMENTS FASTENE~II.e SPACING OF FASTENERS Roof 1 Blockinll between joists or rafters to top plate, toe nail 3-8d (21/z" X 0.113") - 2 CeillnaJolsts to plate, toe nail 3-8d (21/," X 0.113") - 3 Celllng joists not attached to parallel rafter, laps over partitions, face nail 3-lOd - 4 Collar tie rafter, face nall or 11/4 " x 20 ll3R:e ridlle strap 3-10d (3" X 0.128") - 5 Rafter to plate, toe nail 2-16d (3 1/," X 0.135") - Roof rafters to ridge, valley or hip rafters: 6 toe nail 4-16d (3 1/2" x 0.135~) - face nail 3-16d (3 1/2" X 0.135") - Wall 7 Built-up comer studs 10d (3" )( 0.128") 24"o.c. 8 Built-up header, two pieces with 1/2" spacer 16d (3 1/z" X 0.135") 16" o.c. alona each edR:e 9 Continued header, two_pleces 16d (3 1/t X 0.135") 16" o.c. along each edge 10 Continuous header to stud, toe nail 4-8d (2 1/7' X O.ll3") - 11 Double studs, face nail 10d (3" X 0.128'') 24" o.c. 12 Double top plates, face nail 10d (3" X 0.128") 24"o.c. 13 Double top plates, minimum 48-lnch offset of end joints, 8-16d (3 1/2" x 0.135") -face nail in lapped area 14 Sole plate to joist or blocking, face nail J6d (3 1/z" X 0.135") 16" o.c. 15 Sole plate to Joist or blocklnR: at braced wall panels 3·16d (3 1/," X 0.135") 16"o.c. 3-8d (2 1/z" X 0.113") - 16 Stud to sole plate, toe nail or 2-J6d 31/z" X 0.135', - 17 Top or sole plate to stud, end nail 2-]6d (31/,'' X 0.135") - 18 Top plates, laps at comers and Intersections, face nail 2-lOd (3" X 0.128j - 19 1" brace to each stud and plate, face nail 2-Sd (2 1/z" x 0.113") - 2 staples 13//' - 20 1" x 6" sheathing to each bearing, face nail 2-Sd (2 1/z" x 0.113'1 - 2 staples 13// - 21 1" x 8" sheathing to each bearing, face nail 2-8d (2 1/z" X 0.113") - 3 staples 131/' - 22 Wider than 1" x 8" sheathing to each bearing, face nail 3-Sd (21fz" X 0.113") - 4 staples 13// - Floor 23 Joist to slll or Rirder, toe nail 3-8d (2 1/," X 0.113") - 24 1" x 6" subfloor or less to each joist. face nail 2-Sd (2 1/z" X 0.113") - 2 staples Ill/ - 25 2" subfloor to joist or ~rder, blind and face nall 2-16d (3'/," X 0.135") - 26 Rim joist to top plate, toe nail (roof applications also) 8d (2 1/," X 0.113") 6"o.c. 27 2" planks (plank & beam -floor & roof} 2-J6d (3 1/," X 0.135") at each bearing Nail each layer as follows: 28 Built-up girders and beams, 2-inch lumber layers lOd (3" X 0.128") 32" o.c. at top and bottom and staggered. Two nails at ends r and at each splice. 29 Ledger strip supporting joists or rafters 3-J6d (3 1{2 • X 0.135") At each Joist or rafter (continued) I 2009JNTERNATIONAL RESIDENTIAL CODE• 147 WALL CONSTRUCTION TABLE R602.3(1)-continJed FASTENER SCHEDULE FOR STRUCTURAL MEMBERS SPACING OF FASTENERS lnlarmedfate DESCRIPTJON OF BUILDING Edges suppansc.• ITEM MATERIALS DESCRIPTlON OF FASTENE~c.• (mches)' (Inches) Wood stnJctUral panels, sublloor, roof and interior wall sheathing ta framing and particleboard wall sheathing to framing 30 3/8"-1/z" 6d common (2" x 0.1 13") nall (subfloor wall)J 6 128 8d common (2 1/z" x 0.131") nail (roof} 31 5/ts" -1/z" 6d common (2" x 0.113") naU (subfloor, wall) 6 12• 8d common (21/2" x 0.131") nail (roof)r 32 19/32"-1" 8d common naU (2 1/2" x 0.131") 6 12• 33 11/8" -11// 10d common (3" x 0.148") nan or 6 12 8d (2 1/z" X 0.131") deformed nan Other wall sheathing" 34 1/2" structural cellulosic 1/2" galvanized rooftn' nail. 7/16" crown or 1" 3 6 fiberboard sheathing crown staple 16 ga., lit long 35 ZSf32" structural cellulosic 13/t" galvanized roofing naU, 7/16" crown or I" ~ 6 fiberboard sheathing crown staple 16 ga .• 1 1/2" long 36 1/z" gypsum sheathing<! 11/2" galvanized roofing nail; staple galvanized, 1 1/z" long; 11/• screws, Type W or S 7 7 37 5f8" gypsum sheatbingd 13/4' glavanlzed roofing nall; staple galvanized, 15/8"1ong; 15/8" screws, Type W or S 7 7 Wood structural panels, combination subftoor underlayment ta framing 38 3/." and less 6d deformed (2" )( 0.120") nan or 6 12 8d common (2 1/2" )( 0.131") nail 39 Tfa"-1" 8d common (2 1/2" x 0.131 ") nail or 6 12 8d deformed (2 1/z" x 0.120") nail 40 11/8" -11/." 10d common (3" x 0.148") nan or 6 12 8d deformed (2 1/z" x 0.120") naU For Sl: I Inch= 25.4 mm. I fool c 304.8 mm, 1 mile per hour= 0.447 mls; lksl '" 6.895 MPa. a. All nails are smooth-common. box or deformed slwlks e:xcept where olht!IWise stated. Nalls used for frcunlng and shealhlng connections shall have minimum average bending yield strengths as shown: 80 ksf for shank diameter or 0.19Z Inch (ZOd common nail), 90 ksl for shank diameters laJger than 0.14Z Inch but not larger than 0.1771ncb, and 100 ksl for shank dlametm of0.14Z inch or less. b. Staples are 16 sase wire and have a minimum 7/16-lnch on diameter crown wldlh. c . Nalls shall be spaced at not more than 6 Inches on center at all supports where spans are 481nches or greater. d. Four·foot-by-8-foot or 4-foot·by·9-foot pilllels shall be applied \eltlcalJy. e. Spacing of fasteners not included IndUs table shall be based on 'Dible R602.3{2). f. For regions having basic wind speed of 110 mph or greater, 8d deformed (Z 1lz" x 0.120) na1ls shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 411-lncb distance from gmle end walls. If mean roof height is more than Z5 feel. up to 35 feet maximum. g. For regions having basic wind speed of 100 mph or Jess, nails for attacblngwood suuc:tural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. When basic wind speed is greater than 100 mph, nalls for attaching panel roof shealhlng ta Intermediate supports shall be spaced 6 inches on center for minimum 411-lnch distance from ridges. eaves and gable end walls; and 4 inches on center to gable end wall frcunlng . I h. Gypsum sheathing shall conform to ASTM c 1396 and shaU be Installed in accordance wilh GA Z53. Fiberboard sheathing shall conform to ASI'M c zm. 1. Spacing of fasteners on floorshealhing pilllel edges appUes to pilllel edges supported by framing mem~ and required blocking and at illl floor perimeters only. Spacing of fasteners on roof sheathing panel edges applles to panel edges supported by frcunlng members and required bloddng. Blocking of roof or floor sheath· lng panel edges perpendicular to the frcunlngmembers need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or soUd blocking. 1(8 20091NTERNATIONAL RESIDENTIAL CODE• ~GtGEI V.txXI rat' --!1----- RXf SHNUS !Mil ' IS" IO:Ff .. FB.J [)j ,. EXT&lOI rrrr 9£.4.llttC OOE'lOl Ff41SH ~TSIIAl !.E lEA JlS RJ1 !I'£CfiC sorG .omc~ T06 ~~~·· Gm'."EI SOIG 9C'M4 1 ~1 · WIJ.!. Sll.DS 11' o.c. 1~•· ~ ;"".-.£,\Tell I!Cii().< P..A TE "Nt \'rTI' AlDOl 11C1. JS IS2: (OJO.\l 01 lVII F\11 '!l~:t;; 1: I: !:!! 9 ;;; s II; ., Engineered Trusses Must Meet 40# Snow Load Up to 7,000 Ft. El . Have Engineering for Inspector, at time of Frame Insp . Si!e.. ~u9rvr~ev 'f!;ttV!"rm $ f.o ho1t!e.T-rz.~ bl 40 lb. fntn.V I o.A-d . ;.. 8 ~ Q 0: "' i EXTEIOI FJIISH W.JEIIAl ~ !lAlt5 fill !r.CFIC SOI'G Alfi.ICAJDG lt'ra· atll'IC) so..; - r.o. sreJ •. .,. ~ I' a:t(i£1! !1.1.!1 Wt---:-------...,.J '------------•' a:r«n: :L<8 W/ iii s·~ ~~~I-~ 0 ~ Ill"• feARS ---f::::.:..:.:j ~~ -jill . "t ~ 6'>1!"·l.2<U w.wl. .. 6~'·1.9a.9 W.WI. •• OKl!Tf ST8' -----+ Wll.l. :: ll.JBUC OPEN SPACE _"""' 3.182 AC. /~' / I/"_.\\\ / / \ I LOT #6 1.172 AC. 1259 . .]9' r-I~~==~~Y ACCESS EASEMENT LOT #7 1.115 AC. -------------, 15' IITIUTY EA5£AI£NT I I I I I 15' unuTY EAS<u<Nr~ I I --~/· I\ :=------...... ··/~ \\\ ,.------LOT #8 1.347 AC. I I I I ___ ..,... I } N 68'58'52. W -,/.97' c,~ot ---· 1!195, for >cHI(y CJfld for ..... .,, ~ . .....,..~ ~ ..... -~, ~ .,_,.,til ~Agfwm.nt. <f'ltllrl, __ , on attom•y lictHtnd to 1ify that till ., PltJt - -of -" CJfld ~ll'itlt "•'lo~ Pfanic Sho""'- TU«f by Sl•rtJrl Tift. --, I I I ( I I ( r r I 412.-R' I \ u · N !K/'00'00" ,. \ \. __ J~-~2.1- '-----.-----, UTUIY y' (JS' ~DfT \ ~~=. \ ::;:rr,~ty~ I 1f..~-, ~,-I I \ \ LOT #4 1.404 AC. \ ' ' ..... ''>l>ir~...,..~ 00 ~ ~.,t.. OWNeR or RCCONO: £lit Ciftlr Drfelttpm.nt Coq»rvtion 5» rrawr TtVil CIMII'OOd Spnng.. CcriDnldo 111601 DA.I"£' or S!Ni'tEY...,..IA'.'. t!/95 1.AN0 1./SC TA/It.£ ~0 -?"a LOTS (10) SINGLE !'AAntY H£SIDOfTIAL-IJ.$60 AC.+- PUBLIC 0PF:N SPACE -4.5/T AC.+- :SETB4CKS: 1710NTY.AR0-25' SIOEY.AR0-15' RCARY.ARO-10' AIIN£R.AL OWNeRS.· TrJTAL -111.077 AC.+- 01t Crnk Drfelttpmtml CorponJtion 5» TITIIfW Trvil Cf6ntr00d Spnitgs, Colotvdo 111601 MORTGACI:ES: ~ Bonk of CcriDnldo 1542 RrtilrTHid .A...,..,., R'ifltt, Colomdo Pkll Noltt$; ~v. fS \ ' ' ' ..... LOT #3 1.238 AC. LOT #1 1.559 AC. 10' ll11t.ITY EA5DI(NT -------...... ..... -..... ' ' ' '' \ \ ' \ I I I I UTUIY EASOIOO _/ \\ (Ill" WIO£} \ \ I I \ LOT #9 1 LOT #2 1.255 AC. I I I I I I I I I I If I I II I I I I I I : 1.401 AC'//.1 I I , I I ' 1 .\ I I ,;::. i/1 t1:. ..... I I I ~~ I I Ill.. I( I I·~Y ( { I I IC'\Y I I lt;.~ r 1 c_,v r It 40' PRIVAI"£' ACCt:SS\ \ \ AND PUBt..IC UT1UTY \ \ EASO/£NT ~\ ) l ,...... ) I "' t • , I' '----I\ I I ' _,,.lilt •• 1 I I ... I I I 1::..-.~' I I :~-. • I I I I I I t' 1:1 I I . I I I '!II I I I tJ '0 I I \ I LOT # 1 0 I J ~ I I 1 J I ~ 1 \ \._\ 1.633 AC. 1 ~ I I \ ' \ \ \ 7\ ,. ' '\ \ ', '~ \ ) \ '"" ), ' -s-' \ ' I I ", ~ ', '-< ..:::---. __ ~I '"'o"'·', '-... ----) ''1''17:~ ' -----,.""' ' ..... ' --\ ' ' ... ' CJI ...... .__ __ $~5·;!!.·.~~- Permit Card Garfield County Building and Planning Department 108 8th Stree~ Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470 POST ON SITE PermitNO. BLRE-9-1 0-1782 ---Pinnlf Type;!Re§ldentl~l ~Uildlng I I __ Ly~ Ci~slffcatioro t{ew -- Issue Date: 1 0/221201 0 Expires: 04/20/2011 ,, 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. Residential Building Owner's Name: Peter Schaiberger Job Address: 0280 Cedar WAY NEW CASTLE CO Contractorfs} Phone Primary Contractor Inspection Scheduling Code Inspection r , .. -.IVR .. Comments Footers I! ~01· •._~/'. /"~/,,I ~ I { Foundation Walls ~ i10 Framing ~s Drywall 1a ~ 1·P' Final .; Mise ~ -~ 1~ ' Insulation ~IJJ Grout (1' ~w. • Mechanical . ~-• . !j UG Plumbing . -""' 80.§ J Rough Plumbing . jo ~: ' .. Gas ..;!: I ~ 8!0 ·. Parcel #:212525402005 Owner's Phone: 379-7251 Total Square Feet: 288 Work Description: Domestic work shed -Pau-•oats .;( J ,.... . \ 1------I -' 4-/?-/., __., ~u/ ~/~~ v ... . ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call : 1-888-868-5306 THE CEJJA.RS 4ql~uo-------~--~--------~---- SEC. '64.4r 25, T. 5S.,R. 91 W., 6TH P.M., GARFIELD ALUM. PIPE AND CAP FOUND FOR EAST 1/16 CORNER ON E/W CENTERUNE OF SECTION 25, LS 1 0871 COUNTY, COLORADO Certification of Dedlcation and Ownership: KNOW All MEN BY THESE PRESENTS that Elk Creek Development Corporation being sole owner(s} in fee simple of all that real properly descdbed as: A tract of land situate in the N£1/4 of the S£1/4 of Section 25, Township 5 South, Range 91 West of the 6th Pdncipol Meridian being more particularly descdbed as follows: Beginning at the east 1/4 comer of said Section 25; thence S U49'1t• E 1250.31 feet along the east line of said Section 25 to the easterly dght-of- way line of County Road No. 245 ,· thence along sold dght-of-way line the following courses: N 3S11'34• W 151.35 feet; thence N 4~40'23" W 160.54 feet,· thence · N 4o42'42• W 164.50 feet,· thence N 50"00'25" W 829.80 feet,· thence N 54"42'5lr W 126.02 feet,· thence N 6S37'33" W 131.66 feet,· thence N 68"58'52. W 11.97 feet; thence N 44"58'55" W 63.50 feet,· thence leaving said dght-of-way line N !o34'1r W 171.98 feet to a point on the north line of the NE1/4 of the S£1/4 of Section 25,· thence N 89"0S'Olr E 1259.39 feet along said north line to the point of beginning. Said parcel contains 18.077 acres more or less,· hove by these presents laid out, platted, and subdivided the same into lots as shown hereon and designate the same as the The Cedars in the County of Garfield. State of Colorado. That said owner streets and the public those __ ..., .'lereby dedicate and set apart all of the on the accompanying plat to the use of hereby dedicate to . the Public Utilities property whieh ore labeled as utility ..,..,.,,.ving plat as perpetual easements for the of utilities, irrigation, and but not limited to electdc lines, together with the dght to trim · with perpetual dght of ingress and maintenance of such lines. Such be utilized in a reasonable and owner has caused its name to be hereunto of .Tu.J.\l. . A.D./\ 1996. _..,.., SETBACKS: PUBLIC OPEN SPACE FRONTYARD-25' SIDEYARD-15' REARYARD-1 0' MORTGAGEES: Regional Bonk of Colorado 1542 Railroad Avenue Rifle, Colorado OWNER OF RECORD: Elk Creek Development Corporation 532 Traver Trail Glenwood Spdngs~ Colorado 81601 DATE OF SURVEY-AUG. 1995 LAND US£ TABLE :s?'P .. U': cu. <:9 .. ·.-~'-'o_ '-' ~ <:f' LOTS (10) SINGL£ FAMILY RESIDENT/AL-13.560 AC.+- PUBL/C OPEN SPACE -4.517 AC.+- TOTAL -18.077 AC.+- Board of County Commissioners' Certificate: 3..1a-~· AC. N 68.58'52" W 11.97' This Plat was approved by the Bo?frJA of County Jfmmissioners of Garfield County~ Colorado, this I --day of(.)1v~r1996, for filing with the Clerk and Recorder of Garfield County and for conveyance to the County of the public dedications shown hereon subject to the provision that the approval in no way obligates Garfield County for financing or construction of improvements on Janet streets, or easements dedicated to the public, except as specifically agreed to by the County in the Subdivision Agreement. ~ ~kv"-'J. -~ Chairman d seal of the County of Garfield. Attest:~~ Co nty Clerk · Attomey1s Certificate: I, JOHN R. SCHENK, AN ATTORNEY LICENSED TO PRACTICE LAW IN THF .c;TA n:-nJ:" COLORADO. DO 1-/F~,I:'RV r"'C"OTI,...., ...... -.. __ , \ \' \ \ ) } I I I r· I { ( s ~ ~ I . I I . \ \ \ __ j_ '\. '---1- 20' THE. 10' C£1 AS THE. LOt. HEJ ,.;--- -., I ' . . ;----{( ~ -·· -· .-· \ s ag·oslooll L . ) r_BA~/S OF Bd./iiNG I \ ..->-:-40' UTIUlY AND EM W 7-:></~// \ 1259.39' ' ' (THROUGH lMREE .....-~~-\ \\ • -, -~~,-282.25' . 232.81' '64.4f' 195.35" ,_ · I ------.-------------, \ oo \r I r I 148.» I I I • _,x--\ I . I .• 1 (./ \ \ y : I 15' UTIUTY A/'ID EMERGENCY II / PUBLIC OPEN SPACE _, ~,IS~-AC. //~' / . , /..-.\ \\ ---// / \ . \ ----------/ // \ \' ----. / \ \ ____ _.., ) ) · [ ~"----\ V I I ACCESS EASQIENT I ~ --\ / I I I c. ,./ ( / \ ~ L T #6 I I I ~-· 11. Lr · ~ o 0 I I I I \ --0\ ~ C I <: ~ I • ·~ ~T. 1 . 1 7 2 A . I ~ I L 0 T # 7 ~ ,I I~ ~I ~ ~ I ~ ~ I 1 . 1 1 5 AC . ~ ~ ..... ~, ~!t) ----I~ o I "'I~ ---ll ./.,..---4 ~I t I ~ ).-30' UTILITY AND EMERGENCY I I <: LOT #5 ~ N 68.5815211 W I · I 11.97' / ( ( 1 ACCESS EASEMENT -/ 1-- / 10' UTIL. 1--s· ,._ ,._ 1ty c;r,mmissioners of ~v1v~rt996, for County and for abons shown hereon no way obligates "Jf improvements on public, except as Jbdivis1on Agreement. !J-;;/~ ~orfield. _..()j)~ /} 'PRACTICE LAW IN THE STAT£ OF -:ATIONS TO THE PUBUC, AS DESCRIBED DRMWAY E'ASEliENT FOR BENEFTT OF LOT 5 I . I I I N 90"00'00" W \ \ Ill"""' 412.49~ \ \ J \, '--------- '-. --==-=:\ \, -----~--_-__ \ \ ~ \ 120' EASEMENT FOR \ Jl THE COR'YEJ.L DfTCH l ~ I ~ 10' EACH SIDE OF THE I ~ I ~ CENTER OF SAID DITCH <::) • AS BUILT AND IN PI.Af;£1 ~ I f5 THE APPROXJI,(ATE' ~ - LDCA710N IS SHOWN ~ HEREON I <: f \ ' \ \ \ :---.. "' ......... " ~ ........ ..s,.. 300.38' LOT #4 1 .404 AC . 00 u --...........?. ~.>~ ,..s,.. ~~ xd"....; ~ ~:.. ~" ~.?>..~--~' ~ \.S' ~ u-o. ~ On _ ' / '-----// ~AJY //t:"/1./C::: r'l .AJJ.IC" /'10 C"AU''I u .u·"Jru .,,..,-,... ,...,... ,..,...,..,...-.~ I \ \ \ ' ' I / / ./ / / - LOT #3 1 .238 AC. I r- 1 V) n, 1/1 L._ --------- LOT #2 1 .255 AC . ........ ........ ' ' "