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HomeMy WebLinkAboutApplication - Permit2 3 5 GARFI E LD COUNTY BUILDING PERMIT APPLI C ATI ON 108 8"" Street. Suite 401, Glenwood Springs, CO 81601 Phone: 970-945-8212 1 Fu:: 970-384·3470 I Inspection Line: 970 -384-5003~. 1 i' i' i q;> I 'f't'-.... '31.. \ C"\ 4b I ' Permit No: l_.):;.,J C2\ Parce l /Sch edu le No : •1 1ft J *JZ!PHJ ct 8 ; H J Job Address: _ \ \/ . \ II) ,J\. @ Jerz:3-JJ4 -0 D-JI Z 12-..._ {:..-t {.,D t<....c ... •"\ · \- Block No: 7 Descrtbe Work : N e.w B Cl ass of Work: 0 S ingle Double On-Site Sewage Disposal - Co nst. Type: Setbacks: Sin gl e Doubl e f~o .. JJ ~===---/---~==-~~~~~-.----:4~CJ.73----~-~.;A AGREEMENT ~ d \._..'"" ( ~ PERM ISSION IS · REBY GRANrED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR TkE ;G ~T OF THE CO NTRACT ~E~ TO AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY TH E BUILDING DEPARTMENT. IN CONSID TION OF THE ISSSUANCE OF T HIS PERM IT , TH E SIGNE R H EREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REG LATIONS ADOPTED BY GARFIELD COUN TY PURSUANT TO AlTfHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT I 'H E ABOVE SAID ORDINANCES ARE NOT FULLY CO MPILED WITH IN THE LCOATION. ERECTION , CONSTRUCTION. A ND USE OF' THE ABO . DESC RIBED STRU.CTUR£. THE PERM IT MAY B E REVOKED BY NOTICE FROM THE CO UNTY AND THAT T HEN AND THERE IT SHALL BECOME N L AN D VOID. TilE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIF'I CATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL • OM TIIEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPEC IF'ICATIONS AND OTHER DATA OR F'ROM PREVEJ\'TING B UILDING OPERATION BEING CARRIED ON THEREUNDER WHEN tN V IOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS J URISDI CTION . TilE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFI ELD COUJ\'TY FOR ERRORS, OMISSIONS OR D ISCREPENCIES . THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFIC IALLY WlTIITiiE ARTICTECf. DESIGNER. BUILDER. AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AN D IN SUPPORT OF THE 0\VNERS LNTEREST. p AAV\ v l D r:E;;~c4owumGE TUAT I HAVE READ ANO UNOERSTANO THE AGREEMENT ABOVE (IN ~e ~ L\ SL\. ~>cl c...-h ·+f-5 L/c/2_ ~The following items are required by Garfield County for a final inspection: 1. A final Elec tri cal Inspection from the Col orado State E lectrical Inspector; 2. Permanent address assigned by Garfie ld County Building Department posted where readily visible from access road; 3. A fini shed roof, a lockab le house, complete exterior siding, exterior doors and windows in s ta ll ed, a complete kitchen w ith cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, a ll necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrai ls, guard rails on balconies or decks over 30" high constructed to a ll IBC and IRC requirements; 6 . O ut side gradin g done to where water wi ll detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuatin g circumstances, i .e . weather, but a Certificate of Occupancy will n ot be issued until all the required items are completed and a fina l inspection made; 8 . A final inspection s ign off by the Garfield County Road & Bridge Department for driveway in stall ation, where appli cab le; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WIL.L NOT BE ISS UED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OFOCCUPANCY (C.O.) IS ISS UED. 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 occ upancy, use a nd the issuance of a Certificate of Occupancy for the dwelling under building permit# ID3\4. B~t2~ Signature po Q.. TE!/21!,'( /LJ/ly-Date Bpapplicationfeb2006 VALUATION/FEE DETERMINATION Applicant /(uz/c Address fi(/( 9 f.e.a Oc£ Date !J -J~oG Finished (Livable Area): Main Upper 172-f?,t 7L(Ce1 JJ; )__Cf.(j)t.fJ 9Jt_ Lower I Other Basement: Total Square Feet Valuation Unfinished Conversion ofUnfmished to Finished Plan Check Fee for Conversion Valuation Garage: /F37 )( w~oJ;;l?fot:-G t]SL. Valuation . Crawl Space: , Valuation Decks/Patios: Covered Valuation Open Valuation Total Valuatior/; 5~ 7/3 ~ ue .... ~.<.. Subdivision l-Je.&<i-{;I }(IJ5wb. Lot/Block 2.8" Contractor CJ)VJ a e;z FEE ESTIMATE FINISHED LIVING DACE: X 14.61 = UNFINISHED BASEMENT: X 41.00 = CRAWL DACE: X 9.00 = GARAGE: 3 .\ lo<f>. X 11.00 = S l I OL..-t-\. UNCOVERED PATIO/DECK: X 12.00 = COVERED PATIO/DECK: X 24.00 = MISC. -------------------Mn~------------------- TOTAL VALUATION: _0_\ __ ~ 0_?__;-~--- PLAN REVIEW FEE: ~ L) 'SL[ · ~ L~ PERMIT FEE: 4 (g q 9 . -7 5 TOTAL: $II 5L4 ' SCtj MANUFACTURED HOME SET U1' FEE: --------------- SEPTIC -PERMIT: ---- PERK: ___ _ 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. 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 s lopes of 30% or grea ter 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 X 3. Does the site plan include when applicable the location of the I.S.D.S . (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes )<. 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes )< 5. Do the plans include a foundation plan indicating the size , location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes :>( 6 . Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes IJ/A $L@(3 7 . Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes )( 8. · Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square fo o t up to & including 7,000 feet above sea level), floor loads and wind loads? Yes .X .a;tS/6t.eCJ F0/2. Eof?:SF 9 . Does the plan include a building section drawing indicating foundation, wall, floor , and roof construction? Y es >< 10. Does the building section drawing include size and spacing offloor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes :X: · 11. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes )(' 12 . 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? (Building height measurement usually not to exceed 25 feet) Yes X 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes N/A No _____ _ 3 14. 15. 16. 17. 18. 19. 20. 21. X 22. 23 . Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes {1//A No _____ _ 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 >< No _____ _ Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes )( No ______ _ Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes )( No _____ _ Is the location of all natural and liquid petroleum gas furnaces , boilers and water heaters indicated on the plan? Yes )( No _____ _ Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes X No _____ _ Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted without it. Yes )( No ______ _ Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? \/ Yes A --"'~.--No ----- 4 · 24. · Have you designed or had this plan designed while considering building and other construction code requirements ? Yes X No ____ _ 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes X No _____ _ 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes X No ____ _ 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes X No ____ _ 28. 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 w ell as any "Road Impact" or "S eptic Syst e m" fe es required , a t the time you pick up your building permit? Yes )< No __________ __ 29. 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 to 384-5003. Yes X No _____ _ 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes X No ____ _ 31. 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 2( No_· __________ _ 32. 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 X No ~\ ------------- 5 · 33. · Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes )( No __________ __ 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 inspection. Yes ~-No . --------------- 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel It Number for the lot you are applying for this permit on prior to submittal of a building p~rmit application? Your attention in this is appreciated. Yes )( No ________________ __ 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes )(' No (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 X I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. ' 66~ (J~ lo-b-~ Signature of Owner fGQ. ~y /(.1/lJC-Date t-r a.rt -4-eo-"Z.J..l;,-2.0bl Phone: C:VO.-Cf4!5 ~ (days); W-9~?(1 (evenings) Project Name: ____ ~IL=:.r.l..c:.R:e;k:. ___ ~.:::::J·~~~!U!!!!Ic.._-------------=-----=----------- C (u~:..;, llov~ Project Address:--::L.frr}_=-.!-==3===---..:~~~=-=L..J.)~2=6::::__W~'EST--!-_e=-u_~____!JJ,..:...;.S=-U..:...;'/30=--..:./_I);_'t-S_//_ DD....:....._/1 ___ _ Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application 6 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. BprninreqFeb2005 7 PLAN REVIEW CHECKLIST Applicant /It &k Date J(.; '-/' {) ~ Building ~Engineered Foundation __ Drivev.·ay Permit /eyed Site Plan __ S e pt1c Perrrut and Setbacks ~radefropograph y 30% ~a c h Residential Plan Review Li st ~inimum Application Ques tionnaire ~bdivi si o n Plat Notes ~ al uati on D etermination/Fees l../'Red Line Plans/Stamps/Sticker ~tac h Conditions ~plication Signed ~an Reviewer To Sign Appli cation ~arcel/Schedule No. V"'45# Snowload Letter-Manf. Hms. -Soils Report Planning/Zoning ~rty Line Setbacks -LiJ...30ft Stream Setbacks JiJ:Fiood Plain ().( ·Buildin o Heioht --0 0 ~oSion-off --o e ~oad Impact Fees t/A. HOA/DRC Approval ~effopography 40 % f../~ Planning Issues J:l...11subd iv i s ion Plat Note s ·.· .. ,. : .. '. Tef~8d~lje Ki.rk l2144:E:Wef.sh Trail· -.· .. Scottsdale, A.tssiS9 . ·.-' '·. .. . ~··. '.: . '·,- '• Garfield County Building Department 1 08 8th Street, Suite 201 . · _ Glenwood_~pdngs, CQ-81601•-••-·-:· .,., -·. ·. . October 6; 2006, ·· ..... .'>. ..; .· .. ' Dear Sirs, .· -~. ·.· ., Please allow my architect, Rob C:lassei{ofTheDra~ing Board, to submit my plans "' for lot 28 of the West Elk Creek Ranch in ]\Sew Castle, Colorado, for permitting. . -. . . •. ' ' ' . ' . . . . . • 80/TO 39\id G&b'tech I·IEt>WORTH ·PAWLAK GEOTECHNICAl August 29, 2006 Teny Kirk 12144 E. Welsh Trail Scottsd~le. Ari:wna 85259 i kr·. ·. ,.,.!-l':.·.·.L,;-l ··~·"·. r, ,i, . .~: .. ~·:: ... \ 1'(1(.11 j{, ... i : ~-· ·, _;·,_-,-.• _.,, ·•-J ~-p,.,r,_~-. \ •. !,,1,," :--!, 1 'i., : :-,.', J:( .•).j ;. >.1 l'' !:., ;, , J? \\1/.; ) .;-: l'o-T ,·;_,,oil. '•:·:• ><~(.j 1·, .• , -:~, .•. • ~I' .lob No. 106 0693 Subjfct: Subsoil Stt;dy for t>o•;ndation De>ign, Propo>~d Residence and Garage. Lots 26, 27 and 28, \Vest Elk Subdivision, Northwest of :-Jew Castle, Gar!ield Cow1ty, Colorado Dear Mr. Kirk: As reque~ted, H<~pwo,-th·l'awl>lk Geotcdmicol, Inc. periormed a subsoil stu,iy for de&igH of foundations at the subj·~ct >:ite. The study was condu(:!ed in accordru1ce wilh our agret'ment for geoteclmical engin"ermg services to you dated Augt:st 2, 2006. Tite data olltain.,Li and our recommo:ndatiom bas~d on the proposed COllStru(:tio~ and subsurhtce conditions encOtUllered ar~ presented in this report. Proposed Con~tru~tivn: The proposed r.:sider.co and garage will consist of two >tOr), wood frame stru~tuJes roughly loc~<ted in the area of the ~xploraiory pits shown on Figure 1, Ground iloors will be slab-on-grade or str~clural over a crawlspace. Cut depths are expilcted to range ktween about 3 to 5 ti;et. Foundation loadin~;;s :;re assum,ld to be relatively light and typical of the proposed type of constructio11. If building cvndirions or foundation loadings are significantly differ~nt from lho;e described above, we should be notJied w re-evaluiilcl the recommend~tivns pre,eut~d in this report. Site Conditions: The site was vacam of any structures unJ prdiminru)· site grading W<JS in progi·~"" at the time our Iield .:xploratwn. Grading consi.>t.:d of removing soilli·om The nonh end ofth~ proposed building sit~ ar,d filling at the south end to prnduct a level building pad. A driveway was ro"gh graded illtO the site from al1 exioting ac<;e;;~; ro~j. The natw·ai grotUld surface is rdativdy Hat 10 slightly inegular with a mode.rateiy skep slope do vii: to the southwest. Vegetatton in undisturbed areas ~.onsbte.d of sage <Ultl oak bnash with scattered e;ergreen trees. -2 - Subsurface Conditions: Til~ sttb>urJace condition; at the site were evaluated by e.\C.1V~tii1b 2 .:xploratory pits r1t the approximatt! loc~ticns sllo,-~,·n on figur~ 1. The. log...; oi the pits are presented on Figure 2. I he ;ubsoils encountered •;ousist of abo)Ul 3 feel of stiff, slightly sandy, blocky clay overlying sandy sihy day with scattered rock fragm~n·;s down ro :h,, maximurn explored depth of 7 feet below the cwTen\ ~xca·,rated ground surface. The topsoil was ~;tripp•>d in the propos~d building a:ea. Res,tlt> of swell- c•JJJ>o.lliolatiOn testing performo!d on relativdy undismrbed samples of the clay,. presented o:1 Ftgure :i, typically indicate lov. c·.lmpressibility under exJSting moisture conditious and light lo~din£, and a Jo..,· collapse potential (seulemeni Lnde; a consta11l hld) wh•m v.eued. The sample of blocky day ti·om Pit 1 at I foot sh.:>wed a low expansion poren1:ial a11er w~tring. No Jr"e water was obs~rved in the pits at the time of excavation and the soils were slightly moist to moist. Foundation Recommendations: Considering the sub~oil <:onditions encour;tered in the explm·atm)' pits and the natnre of the prvposed construction, w~ r~wnuneml spread tootings placed on the undisturt>er.l na1Ural clay soil designed lor ar allowable soil beanng pressure uf2,500 psf tcJr support of the proposed residence and garage. Footing~ ;hould also be do:signed with a miuim"m dead load pressure of 800 psf. Inc clay soils possess a variable settlement'heave pot<mtial and \ll~re IS a risk of post-construction differential ii:oundation movement Th~ settlement/heave potemial of the Sllbgrade shOJ.;]d be· ti . .rt.'ler evaluated at the time of co,1strclclton. Footings should be a minimw:n width of 16 in;;hes !cor continuous walis nnd 2 teet for co lunms. Topsoil, highly expansiv~ cl~y soils acd any loose, disturbed soils encoumered at the foundation bearing k'd within the exca\<llion should be removed a11d the footing bearing level ex:ended down to the undistLirbed natural soils. Exterior footin~:,s snould be prvvidcd with adequate ccvcr abov~ their bearing elevations Ior frost protection Piacement of footings at l~ast 36 inches below the <:xt~rior grade i;; required by Garfield Cullnt)', ~ut we recommend at least 42 inches in !his area due to the vad•1b:e bearing conditio11:>. Conttnuous foundation walls should be teinforced top <llld botTom to span local aJlomalies such a$ by a;,uming 1m umupported length of at least J2 feet. Fuundation walls acting as retaining strucwres should bt clesigned to resist a lateral earth pressure based on an equivalent lluid Wlit weight o!' 60 p;f (or backfill con&isting of the on-site clay soils. l~:h N{j I 06 0693 -3- l<'loorSiahs: The natural on-sire ~oil;;, exclusive ,)ftopsoil, are suitable to ,,upport lighrl 1 lo;.~ckd ~dab·on~ertjde '~On.')truction. The day soils posse"Eis a variable settlementlheav·r:: potential and slab distr~ss is possible, especially if the subgrada soils fll"' wcn~d. To reJJcc :he effects of some Jitfer.mtiai movement, floor sbbs should be separat~d fron: all b~;ring walls and columns \\ith expansion joints which allow LULrestraiw:d vr"tical movemem. Floor slab control joints should be used :o reduce damage due tv shrinkage C<<iching The requirements for joint spacing and slab reinfurcement should be es1Jblisi10J by ;he designer based on experience and tl1e intended slab U>~. A mir!imum 4 ir,.::!t la}er of sand <Ulrt grav~l should be placed btJJCalh interwr slab> for 'upport. This material ,,hould consist of minus 7 inch aggregate wi;h less than 50% passing the No.4 sieve and less than 12% passing the No. 200 sieve. All fiil n-:dcriais for support of t1oor slab~ shvuld b¢ compacted to at least 95% of t<.aximum >landard Pwctor density at a .muisturt comem near optimum. R~f.juird Gil cim consist of the on-site soils devoid ofve!j~tation, top,;uil and ,)versiud rock. Cndenh·sin System: A.li:1uugh free water \\as not oncmu1tered during c)l.ti exptJration. it :-tas beetl our experience i1: the area that local perched grounJwater can develcp during tunes ot heavy precipitation or seasonal runoJ1'. Fro2en gmund during spring 11ltJOtf can c:·e~te a pen:;hed conditi.:>n. We r~commend below-grutie construCli..lll. such a; retaining walls ru1d crawlspace areas, be protected l'i'om wetting and hydrostatic pre,sure buildup by an underdmin system. The drains s!J.;;u]d consi>t of drainptpo placed in the bottom ol' :he >'all backfill >nr:ow1ded above the inven level with lree··draining granular material. The dr~ia sbould be plac.;d ~~each level of excavaticn and at least 1 foot belov. iowe;t adja•:"nl tin':;]' grade and sloped at n minimum 1% to a sed table graviry outler. Free-draining grunular m~teri•l Ll$od in the underdiain sy>tem should contaia less thar, 2% passi"'g rhe N''· :~tlO sieve, less thaa 50% passing, the l\o. 4 sieve and have a maximum size of2 inches. The drain gruvcl backfill s!Jould be at hoast I>( icet deep. -··-----~---·-.-· --·------·---··---Job No. 106 06;)3 /j -4- Surface Drainage: The foilowin~ drainage precautions should be observed tiuring consuuction and maintained at. all times afier the: residence and garage have been completed; l) Inundation of the foundation excavations an..i undersl~b are~s should be avoided during constru,tion. Drying could increase tlw ~xpan~ion potential of the clay soils. 2) Exterior b~ckfill should be adjusted to near 0ptinuun moi~ture and compacted tu at least 95% of the maximum S'.andard J'rocwr den shy in pavement and slab areas and tout kast 90% of the maximum standorJ Proctor density in landscape areas. Free-draining wal! backfill should be capped wit.h about 2 feet of the on-site, soib to reduce S\lff«ce. water infiltration. 3) The ground surface surrounding the exterior of the building sl10uld be sloped to drain away ti·om the fo,tndation in all dir~ction,. We roc;ommend a minimum slope of 11 inches in the tirst I 0 feet in unpavc.l areas <aJd a minimwn slope of] inchc;s i11 the t1rst 10 feet in pavement ~nd walkway areas. A swale will be needed uphill !v direct scrrti,ce nmoff around the buildings. 4) Roof lio'N1'1spouts and drains should discharge w~ll beyond tile limit' ,,fall b~cldill. 'i) Landscaping which requires regular heavy inigation should be loca1ed at least I 0 feet from the buiiding. Consideration should be given to tile use ofxeriscope to help prevent wening of the bearing >oils caused by landscape irrigation. Limit11tions: This study has been conducted 1n accordance with 6enetally accepted geotechnical engineering principles and practices in this area at tim tim~. We m~e nu warranty either express or implied. Th~ conclusions and reconunendalions submittd in this report ar~ based upon ;he Jr,ta obtained li·om the exploratory pits excavated at the location; indicated on Figlll'<l 1 und to the depths shom1 on Figure 2, the propvsed 'YP<' of construction, and OW' expedenca in the area. Our services do not include iletwr.ining the presence, prevention or possibility ()[mold or other biological contaminants iMOBC) developiull in th~ t'uttu·e. If the client is con\.'emed abOLLt. MOBC, then a protessionai in this sp~cial field of practice should b,; cor,sulted. Our tlndings indude imerpolation and exu·lpolation of th<: subsurface conditions identifkd at the explonrory pi1s ;md ..-ariations in the subslll'face conditions may not become evident tmtil excavalitm is perl'c>:mc:d. If -----·-_____ , ________ _ lob }>J() 106 069:; - 5 - cunditlons encountered during construction app~ar different Ji·om those describe,i in I his report, we should be notili"d at once so re-evaluation of the recommcnamions muy be made. This rc>port has been pr~p<tred for the exclusive use by our client for d"sign pUljJ<1ses. We arc n.n responsible for technical inlerprctations by others <>four intormlllion. As the project ~vc>lws, we •hould provid•• continued consultation and 11e!d services dw·ing construction to review and moniwr the implementatio!1 of our recommendations, and to verily that the recommendations have been appropriately interpreted. Signilicant design ~ll:mges may require additional arJal;,sis c>r mod.ifications to the recorunendations presented herein. We recommend on-sit~ observation of ~~xcavations Ulid founduli,Hl b~1J'iilg strata and testing ofstmctural fill by a representative of the :;ootochnical engmeer. lf you have any questions or if we may be of furtiler assistance, pkast·let <LS know. Respe10tfully Submilled, HEPWORTH-PAWLAK GEOTECHNICAL, INC. Trevt>r L. Knell, P.E Reviewed by: SteYell 1.. Pawlak, P.E. TL!vvad artachments figure I -Location of Exploratory Pits Figure 2-Logs of Exploratory Pits Fignm 3 -Swell-Consolidation Test Resulcs ~-·-··-···---~-~-~----·--· Job Nv. 106 (•693 106 0693 83190 39\ld PIT2 • APPAOXIMATE liMITS 01~ UIS'I'Ut-1~14CE PIT1 • -------------- "" RECENTLY FILLED ·-~ RECENT!.. Y FlllED AREA NOT TO S=C.u.F.=:_· __ LOCATION OF EXPLORATORY PITS FIGURE 1 jNl S3SI~&l3W3 >I~I>I ~csr-rts-esr ,. PIT 1 f'IT2 ~0 [1 r~ o_ -wc .. 123 --OD•10~ ,.- m 1-v I' - >--~ WC=4.0 - ' _5 v / OD=9S 5-::t t --·- UJ --__!_ 0 - I-- 1-- '--10 10--' LEGEND: ClAY (CL); slightly sandy to sandy v.1th depth, Silty with ~cattereo rock fmgn-:e,ts below abo't J feet, stiff, slightly moist to moist, red-brown to brown, blocky in upper 3 feel. 2" Diameter hand driven liner sample. NOTES: 1. ExploratO~/ pits were excava!ed on August 4, :2006 with a backhoe. 2. Locations of axplma:ory pits were aeterrnined in the field by the client and the ext.avator. and are iocalf!d approxia'Titely as shown on FigL1re 1. 3. Elevatiors of exploratory pits were not measured ~nd the iogs of exploratory pits are drawn :o depth ~ The exploralory pit locations shoulc be considered accurate only to ti'le degree implied by the metnod used. 5. The lines between materials shOIM1 o~ the exploratory pit loQs represent the approXImate bcu,,daries between material types and transitions may be gradual. 6. No free water was encountered 1n tile pits at the t1me of Excavating. Fluctuation In wa;er leval 11ay occu' wi;h tirne. 7. Laboratory Testing Results: WC = Water Content \ % ) • DD ~ Dry Density ( pcf) 106 0693 -!"i_P~ --h ~ LOGS OF EXPLORATORY PITS FIGURE 2 Ht:.i"WOR1HPAI/ILAK r,;ij;.QTI!Cioi'\JIC~L tu ~ ' ::t li: l!j 80/L0 39~d Gt> :~T %10Z:/S0/50 I ' ~ I Moisture Content -12.3 I ! I Dry Density m 105 pcf , -I Sample of: Siign:ly Sandy C:ay I * From: Pit 1 at 1 Foot ~ I z ! i I r I l j 0 ~ I 17i I ~ I I . 0 1=::-I ' ' 1', ' I I I n: I '\, I . I i:tJ .r-: ~ I i ; I ~ 1 ' II -·-' ' ' I l/lli Kl I I "' ' ~ 2 ' ' ! Expans1m I I ! I 0 I ' () i upon I wettin>J I I : I ' ---- r r ~~ I ' I I ' ! ul ' -· T I ! ' I i i I ' I I . _j_L ___ I -C.t 1.0 10 100 APPLIED P"'ESSURE ( ksl) I I ------., Moisture Cont~nt ~ 4./:l percent ! ' Dry Density -95 p~f ! i Sample of: Sandy Silty Clay From: Pit 2 at 4 Fee: I ' j 0 ' - i + I ' ' -~ I -i i ;p, 1 I ' ' --· I ~ ~' I r 2 ! I ...... Q ' ...._, I (f) 2 I I 'I) [\ "' 1'-Comp:ass:on ~ I a.. I upon i 8 I \ wettinn 3 ---' I ! f! 4 I [ I i I I i I ' ! -- I I -T I i J ' 0.1 1.0 10 100 APPLIED PRESSURE ( ksf) 106 0693 ~tech HEPWORTHoPAWLA.K Gi'.:.O i'ECHMCAJ.. SWELL·CONSOLIDATION TEST RESULTS FIGURE 3 88/80 3So\ld ONI S3SI;,,J<J31N3 >II'JVI 1:•3£E-PH:-G8t sr:sr 9J0~19G/6G Parcel Detail Page I of 3 Garfield County Assessor/Treasurer Parcel Detail Information As"essoiiJ):~astlrerPropertYSe<JKh I Assessor Subset .Q!!enr I Assessor Sales Search Clerlu\L_Recorder Receptiol:tS_earch Basi<;.l3.Yilding.Ch<Imc!eristics I IaKJnfonnlltion Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I TaxArea II I oi6 II Account Number II Parcel Number II Mill Levy I R040766 II 192311400112 II 44.98 I Owner Name and Mailing Address jKIRK, TERRY A & JULIE A I ji2144 EAST WELSH TRAIL I jSCOTTSDALE, AZ 85259 I Legal Description lsECT,TWN,RNG:ll-4-92 SUB:WESTELK I jCREEK RANCHES DESC: PARCEL 28 I IPRE:R016026 BK:l308 PG:705 BK:l294 I jPG:931 BK:0495 PG:0294 BK:0489 I jPG:0233 BK:0466 PG:0243 BK:0403 I IPG:0412 BK:l713 PG:840 RECPT:679492 I IBK:l713 PG:402 RECPT:679439 BK:l553 I jPG:727 RECPT:644410 BK:l515 PG:260 I IRECPT:635877 BK: 1497 PG:817 I IRECPT:632719 BK:l291 PG:841 I IRECPT:589490 BK:ll95 PG:210 I jRECPT:565677 BK: 1194 PG:870 I IRECPT:565549 BK: 1194 PG:866 I IRECPT:565547 BK:ll31 PG:363 I jRECPT:546059 BK: 1131 PG:360 II IRECPT:546058 BK:0826 PG:0!28 I http://www.garcoact.com/assessor/Parcel.asp?AccountNumber=R040766 11/9/2006 Parcel Detail Page 2 of 3 Location Physical Address: llsiLT I Subdivision: IIWEST ELK CREEK RANCHES I Land Acres: 1136.35 I Land Sq Ft: llo Section II Township II Range I I 11 II 4 II 92 I Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 69oll 2ool I Improvements: II oil ol I Total: II 69oll 2ool Sale Date: 117129/2005 Sale Price: 11277,000 Basic Building Characteristics Number of Residential jo I Buildings: Number of Commllnd jo I Buildings: No Building Records Found Tax Information Tax Year II Transaction Type II Amount I 2005 II Interest Charge II $0.101 2005 II Tax Payment: Whole ($5.00)1 2005 II Interest Payment ($0.18)1 2005 II Interest Charge $0.181 2005 I Tax Payment: Whole ($9.00)1 2005 Interest Payment ($0.10)1 2005 Tax Amount $5.001 2005 Tax Amount $9.ool II II http :1/www. garcoact.com/assessor/Parcel.asp? AccountNumber=R0407 66 11/9/2006 Parcel Detail 2004 II Interest Charge I $0.201 2004 Tax Payment: Whole ($9.24)1 2004 Interest Charge $0.371 2004 Tax Payment: Whole ($5.00)1 2004 Interest Payment ($0.20)1 2004 Interest Payment ($0.37)1 2004 Tax Amount $5.ool I 2004 I Tax Amount $9.241 I 2003 II Tax Payment: Whole ($5.00)1 I 2003 II Tax Payment: Whole ($5.14)1 I 2003 II Tax Amount $5.14[ I 2003 II Tax Amount $5.ool TopofPag.; Assessor. Datal:ntseScarchQptions I Ir~astJreLDAlal:mst:_Sean;h_QptiQns Clerk & Recorder Database Search Options Q(lrficid ConntY I-I orne Page Page 3 of 3 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 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www. garcoact.com/ assessor/Parcel.asp? AccountNumber=R 0407 66 1119/2006 Garfield County .__I N_o_._l o_31_2 ___ ___J Building & Sanitation Department 108 8111 Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 fubA~ress~~~~~\~~~/~~l~~~~~~~~~~-~~~' ~~ Nature of Work Building Permit l D t 0) ~ \J ec;J-E: \ \[ CredL Use of Building ?!__~ ~'9D {\qge_ ""klAf'IC)W.S Owner ~~ Contractor __ _,_Q __ ~ _ __;Y\'--~-------------- AmountofPermit$ 8 1\ l..olo.37 Date 1-a~-DZ 19d?>-IILf--oD -I]d--cierk ~Jro~-=- Roof Overhand Isometric 1 No Scale Tie Angles 3/4" x 6" Thru Bolts 3/# x 6" Log Bolts Roof Overhand Isometric 3 No Scale Tie Plate Roof Overhan No Scale Roof Overhand No Scale PROJECT: CLIENT: V> (D o CD 1'-Ill m 3 ;;; Ill 1r ::J -: a. 0 Q. c 3 ::J )> ::J rn- i t-1' _.__ 1 ,. ~ ~ l ~____,~ffi\[N]WcQ)[NJ DESCRIPTION: ~[Iii] @ 0 [Iii]~ ~IF« 0 [Iii]@ 0 [Iii] ~ P .O . Box 398 GLENWOOD SPRINGS, CO 81602 (970) 945-5138 FAX 945-5138 TIE PLATE DETAILS 1~ 11 ~--..,....---...._-....... ------------ '•oJ 1 'l ~ • l ! ._ ______ 1'·8 rk -------4 REV. DESCRIPTION BY DATE 1:\structu rol prajects\31714 7 kirk gorog_e\kirk shed raof.dwg DATE: 1 -09-07 SCALE: 1 /2"= 1 '0" ENG: CRP JOB NUMBER SHEET 317-147 --------- "' ""'" PROJECT: CLIENT : --------------------·------- ,__ ____ _j,- ~ 6~' -----4 ~ " " "- 1·-s1· 3~' ~I"' ~ "' "";' c rn =1 ~ CD !;; -u ~ Ql "' -; CD 6 m 'co Di "'· 0 ::J REV . r 1·-s1· T "' rG------ I ~ ""'" l ': I DESCRIPTI ON - 0 0 ~ .. V"' .. "' ""'" ~ r El1 ---- ':-,_ -o BY DATE 1:\structurol praj ects\31714 7 kirk goroge \kirk shed roof.dwg ,--,-,--____,~ffi\[N]WcQ)[NJ ~ [Iii] @ 0 [Iii]~ ~IF« 0 [Iii] @ 0 [Iii]~ DESCRIPTION: P.O . Box 398 GLENWOOD SPRINGS, CO 81602 (970) 945-5138 FAX 945-5138 TIE ASSEMBLY DATE: 1-09 -07 SCALE : 1 /2"= 1 '0" ENG: CRP JOB NUMBER SHEET 31 7-147 ---··--.--- I I. ------ I v RAF'TINQ B UEPRINTINQ ------ COHT RIDGE vENT ~ L,. I 1 50 YEAR. ARCHlTECT~AL rtllfRGLA55 SHI~I.£5 T r • ~ I 'r A E /4 ' • -e THE DRAW R GBO BOX 1227 GLENWOOD SPRINGS COLORADO 970-9 5-5025 DES ION CON ULTINQ .... ------ --~ ... • } A ~ COU NO 8283 OAT£ 2-16-07 81602 DRW BY R.C.C. CK y REV 2-16-07 Of' 7 ILLUSTRATION . I Vt t D AFTING ·~-~-----~---·--------~----+--~--------------------~ CONT r ROO: VENT RCO: OVER ~CO: 21<6' 11J. 2 D ~FT RS • 24' D.C. 2'XI0' $1DH; WI .nw VEJnlCAL STRViS • 48' O.C~ l PERMA C!:H JOJtiTS 5TAGGE'ICED TO W3&51l£LOW . ·~~,.........:>~ 50 ~ ARCI{T CTW,L I 12 r--6' 2'100' JDJI.(; Wt !'ERMA CHD-t: ..0 NTS f -1:-----,-?:P' r tr -0"r .1'-----,j'-:f-- 6")(8' EAM AT 60' AIU llOl T WA PlYWOO 0 6 oc LD MD DC ·_ FLASH BLUEP INTING ~---------------~-------r---------------l f . r r 4 THE DR AWI GBOARD BOX 1227 GLENWOOD SPRINGS COLORADO 81602 970-945-5025 DESIGN CONSUL. TINQ .. CON NO 8283 SHEET DATE 2-16-07 5 DIN BY ft.CC CK BY l'tEY 2-16-07 OF' 7 ILLUSTRATION . { :A. .:-, • vv v I I , 0 A TI Q BI..U PRI TING THE ROCF OV!:R RCO' 2'X6' 1(). ~ P.F IW'TaS • • : 2'1<4' VER 1CAL • 48' S AE.i6EREO TO TIUJ35ES 8El..I:M .- 25 -LJMff --------- ------- 'X8' 8EAM A 60 AlaE, WAL fiR. ,_ . .,L DRAWINGBOARD BOX 1227 GLENWOOD SPRINGS COLORADO 81602 OE:SIQN 970-945-5025 CONSUL. TINQ .. COM NO 8283 .. , DATE 2-16-Q7 DIN BY ft.C.C CIC BY 6 REV II..I..USTRA TION 21t:I!;RA ~~,mu: Fill! rH. ~ ~ ~ E'tTtiN ll' AU.. AO.lAa.Ni sracr ALL D~ [!VATIHI ~ tHl C()(!J.ACTIJ« $WJ. VtU'Y FtlOTIJt AIV f1UI)4 TDI OC591 WI! £1tllom mll1 r llS R!l'Citf CCN'l£ E cxttri:ACTCI: 5HA1.? REVIEW nt: 'SOC ~ A1V Fru :(XJI,ti.EitiA' 00 CONI If: IN. 6 fOMlN1 Al 111 m 5HIJ I liE IlL CONTII«A..5 llY BA~ liiiN:I.U1 3.1 IW! IAI£TEI:S AT ALl Sl" ICES A1V PIWVI»G I'XJRI£R OOIIr' ~ FABO::.\ Dl AIV il>flTAI.l.A ION 01 tEJI.F~ SIWJ. CCIIf1)I(M ACI :11' IW:5o 4 Wll5PAN !lOTI OW 1!5< (Mll SU'P(JtT5 A m:JV ACC£5:5011J['l If: '\SAfV 10 P£)!Ut. Y ~ Jli"(J1CJIG 51 A !'OSo ilJNl '.iHJWli A! fA 4 r f, "j w ' w ~ w A [ ~ ~ .. v D AF"TI 0 L.U P I '- H25 C A ACI-i ,.l<!ll l TYP DI1IP DGf A FA !A A' F 00 T W/ N Vt!-. ..At N p -- i, ~~1 a w 2")00" SJ[) WI RMA C" ..CDIT5, I 6 OR rvv£1:: Bl.II.DH; WW' 112" Cl< vwrxx> SIU. H11 OR £llU,I._ • 21<4' \.05 • 15' o.c (DIT[U)It 6" ~-e 16EI1QASS IIA T1 J;D.J.;A ~ 6 Vi50UIII VAP(R. ~IUIJ1. 112' 'RYWW... PltOVIJ£ 0-1 1/4')(1 v 4' r.ocv.o JJd fOil0:5 AU. 0000011 uu: 0 £l!W CJC Ia D ;::. ~ ~ co [ I lEiE. ()[ / E 4!I(M ...... 't T E I GBO D COY 2 T DATE 2-16-Q7 7 DRW BY ft.C.C BOX 1227 GLENWOOD SPRINGS COLOR DO 81602 CK BY 970-945-5025 R 2-16-D7 Of' 7 DESIGN co UL.TINQ IL.L.U TRA TION - I I \ w - ; DRAFTING BLUEPRINTI G 4 I • T I G OAR BOX 1227 GLENWOOD SPRINGS COLOR 970-945-5025 DO 81602 0 SI CO ULTINO SUBJECT TO NOTitD .atc£1"TJONS a: INSPECTI<>Pft' GARFIELD COUN1Y BUD..DING~JEP~TMEN"' UtUe ~-2·c{) By~ F1ELD COPY 110 INSPECTiON WITHOUV 'lftiH PlANS ON SII'E -.. ~ -~ . . . CO._. NO 82 3 HEET DATE 2-16-07 DAW BY .CC CKB EV 2-16-Q7 0 7 ILLUSTR TIO 8' • t I ._ ' I' 'NN } IJJ <1 ·x· WA ;; 1.( ~ + BOX 1227 GLE D AFTI Q BL P I TING DE: IG P r / ~ 0' 26 8 ~/4' 6X Ot.f'A 18 G A WOOD SPRINGS COLORADO 970-9 5-5025 CO SULTING 81602 NO 2 DATE 2 16 07 2 \.1 BY RCC. CIC BY v z 16 07 OF' 7 ILLU T ATIO r DRAF'TI Q .w w \ -------------~--...----------······· . F':' ·- - T r 50 Yl: Ai1, ARC! UT[ rl.RAL _ F !BE RGlASS SHINGU 5 ' -I -- 2'X10' '3!011{;. WI t: ,.. ----· I .. ·--HI I ' ~ . '10' P!M ..... '. . . . . . BLUEPRINTING - 20·~ --· -u----· -... ., ·-r:::--::-. . .. '-~···· ...... ----------· •• IW r--~ -0· __ ., PbRMA GtiiU< .,.'Q!~n 5 ' ~ f..-· -·, -~... ~--15 -. ..<-~· /1 CUI f\,J:[D STONE - Ot£ F..OUAL ... • • --,.. .. lo • "!_ ~·!...,.·~·-~~--~·· ~ .-.."'" T E DRAWINGBOARD BOX 1227 GLENWOOD SPRINGS COLORADO 81602 970-945-5025 DESIGN CONSUL. TINQ ----~----------··---·-·-······· ·----·--·' -----. COM NO 8283 • F I DATE 2-16;)7 3 DftW BY "c.c. CIC BY ftEY 2-11-o7 OF 7 ILLUSTRATION --- I ' ~=============================================================·-====-~~ -==========~~ TYPICAL LEGEND • G.T.S. (a"ar lop oplka) • Set 6/B"rbr./ll"aJ. cap PLB12788 il Set 6/8"rbr./2"al. cap lt".C. or Jlnepln PLB127811 ® 3/4"rod/3 1/~"al. cap PLB127118 upareded fd. monum- ent to 2"plpe/3 1/4" a!. cap PLSI 2768 • GLO/BI.li/BuRec/USFS 0 td. f5rbr./l l/2" al. cap RLBJ458 or eo noted fanceJlnea -E-E!eclrJc (ovel'ltead) ---{;-Gil line --if--ll'aler line Eesemenl Edae olream/rfver lrr aaUon dllcb Note: All properly corners will be set with #5 rebors ond 2" ol. cops PLS 12766 as proctic:ol, n, SIS OP UF.:A.RINGS: N.OO'OB'59"1::. f'ROM SE' cor. Sec. t 2 to he E1/4 co of Sec 12 1 e Nor t os delerrnlr ad • o sa ot ens w • <Xlio 0 10 1g~ g 1'1 z CH 1/11 I. lJ IIW 1/11 8. II .-------------__;:::...:=..::..."i Cl 1/11 B. 11 w • 10 I() !'4 "i "' 0 0 1'1 b 1'1 0 - z 31 30.66 Acres 27 37.98 Acres 1101.75' 1-Cl/4 I, I <&. d'(£ 'b. !?a._ 'b. 'V· .. S 69'54'22" E 1317.76' 350.88' 1886.91' 33 35.06 Acres 32 41.71 Acres 29 35.38 Acres 28 36.35 Acres N 90'00'00" E 1011 .45' 24 54.29 Acres 1/• •. ,.,__ __ 8. " N 69'56'44" E 1. 01 a. 01 743.53' ! II !. 12 34 w 39.87 Acres II) 0 -"~ o"' "' ·" ... ui b a "'-. "' 30 97.17 .aCR£9 26 45.67 ACRES 1627.22' 35.14 Acres 25 I. ll • N I() 8 io g N Z ~ Ill 0 CD q (JI 0 CD 0 et ~ • !1, 11 S. II o.,. lTo 1078.6<1' S 69'50'47" E 1965.00' N 00'00'00" 757.51' 15 47.41 Acres 12 ~ 36.49 Acres ~ in <11 a:i 0> "' 91 0.85' :u r69'56'49. E Pj bo 0 0 z ~ ..... 71 ~.30' BRG=N 20'53'59' E C LEN=169 .98' L=173.21' • 0 0 0 0 b 0 :z 17 R=256.J6' l\=36'24'41" 60.80 BRG=N 12'44'15" W Acresc LEN=251.6o' L=254.46' R=505.17' l\=28'51'46" EASEMENT NOTE: NOTE: Ullllly easements ore located with all roods within 25 feet of centerllnes os constructed, also 25 feet each side of all Parcel boundary lines. No buildings ore to be located within these oreos. S 69'50' H" E 1• a. ot N 89'49'21" E 652. I 0' !, II 1406.56' 38.09 Acres 14 N 90'00'00" E • I() -D> • 10 ... ' 00 b"' a"' z I 1 11 a. Gl I II 82.6~ 1 s 89'~6'38 w 124331' 1 085.00' 1059.50' 42.99 Acn•s 13 46.73 Acres 10'WC 1 065.00' 2400.05' 11 41.42 Acres il~.ll 10 w • 0 0 0 0 a a 0 b ..... 0 ..... z (404.20') 48.71 Acres 2 36.42 Acres N 69'56' 49" E 1 812 .56' 3 36.52 Acres s 89'56'49" w 2216.44 ' Jo' we 1614 .H' 4 35.78 Acres s 89'56'49 " w 1589 .21 ' 37.97 A«•JPS 5 N 9o·oo·oo· w 15' we 1848.4 7' 18 45.99 Acres 9 39.18 Acres 955.57' I II • ll II 25' 8 6 41.70 Acres 10' we WESTRIDGE LANE 3:: N 90'00'00" E N 89'58'40" E 967.99' 35.13 Acres ' Sees. 11,12,13,14 ~;, 0 g aj Ill gzL~~~J N B;)'47 ,;)6• E 2656.58' 855 .15' 1801 .43' io z "' ~ "' 0 i::l "'. . t • SITE ... ·23 42.76 Acres N 69'59'04" W 2641.81' • ~ ;, 0 g 8 z ~ <11 B. 14 1/' I. IS • 8 8 0 ~ b n 0 z 22 5 69'56'43" w 1317 13' l.J 21 57.42 Acres 19 ~ "'36.63 Acres w • J;;g 0 g b I() 0 20 36.16 Acres • ~a -..,. N 0 N b "' 0 VI z s 89'56'43" w ct/• .... ~------~~~~~------__J CJ 1/111 I. 13 1315.95' w S 69'57'21" E 81/11 I I< La~. _._ta!,_ __ _:._::c~:._.=..:.,-.::._ ___ __J 111' 1/te !. to 1314.61' 7 36 01 Acres • " 216.02' L/11£ or 5E?TJC ?R0?05£1J G'4RAG'£ • • LOT28 oqfl;' 0et-N -:::...~~::::::__ _ ___::._ s-r:,\'096 ~1' • • 5/TE ?LillY 5CALE 1'=188~ • 48'-8' '~I \ /.! I )Jr==~==~==~~~~~~==~==~r=~~==~~~==~~F~~==~==~==~==~~~~==~==~~ " I 1 16"XI2" CO~-FOOTER WI 7 I . -1 I I 8"X2" VOID CELL 1 I I I I I I I I I I I I I : I ~? _\_./\. 4" CO~-SLAB WI I I I I "'<' '>I: \ ~ I 6X6. 10110 W.W.M. ON I I : 1 ~ "V~/ 'i? ~ro . 1 COMPACT GRAVEL i 1 I I \ ~' '<~' I I I I ' C\ ~ I I I I )j({~~ I I I I ~ I I I I I I 11 I. 54 "x54 "xl2" :J 1 I§! CO~-PAD WI ~ +------J>---1-' 131 -I 6 RE-BAR EACH WAY :] I <? I~ ~ WITHOUT VOID CELL 42"X42"XI2" CO~-PAD ~ ~ 1 ;:...-, !A L1fL STL BASE PLATE, ,------I WI 151 -14 RE-BAR EACH WAY \ ,.._ _ ___JIL_·_-r--1 ~ I 42"x42"xl2" 9"X9"XV4' WI 4-518' A.B., WITHOUT VOID CELL '-!2, f-I I ~ I CO~. PAD WI WELD TO 3 V2' 111 STEEL 1 I l:tl '--_;,.__-"'.- I ~ 151 -I 4 RE-BAR EACH WAY COL~ I "::"! I : ~ : I -1 I WITHOUT VOID CELL : t:p : I II--I 1 L -'I--' I I I I ________ , L_,,_ lt- 1'-0'--J 23'-4" 23'-4" I I '-0" ·~fl1--------------------------------------~-----+----------~=-~----------------~~ I 1 1 I I I I I : I 16'Xl2" CO~. FOOTER I I I ~ WI 8"X2" VOID CELL I I I I I I ~ 16'X12" CO~. FOOTER I 1 I I ~ WI 8"X2' VOID CELL ---..._, 1 I : I I I 1 I I I 1 I I I 1 24 'X24 "XI2" SET FRA"-£ I I I CO~. PAD W/ WALL JN 4' I I I I 141 -14 RE-BAR EACH WAY FROM OUTSIDE ~ 1 1 I WITI-()lJT VOID CELL FACE OF FDN. 4 1 11 24'x24 'x12" WALL ITYP J I ~ I I CO~. PAD WI 7'X1 6·x 12• I I r 141 -I 4 RE-BAR EACH WAY CO~. PAD ~ 16"Xl2" CO~. FOOTER I I L I .---WJTI-()lJT VOID CELL W/ 8"X2" VOID CELL ~ I I .~2·-:::::t~=c::::~~~~~EE~~§gW~IT~I-()lJT~;V~OID::CtEL:L:c~:::::c~t:~~~~~~~~~~~~~==jr:J~L::::tl~l ~-"'----Y -I "" : ~ I I """ ·' ------''-----"< f-J 7 ---_] ·~ ~- • '<t ' • '<t ' a. • "<t ' IS> I 4'-4" 4'-4" 18'-0" 4'-0" 18'-0' 48'-8" FOUNDATION PLAN SCALE 114" = r-t!" NOTES ALL CONSTRU::TION TO MEET ALL APPLICABLE 6UJLDJI'{; CODES, CONTRACTOR TO VERIFY ALL DIMEN5ION5 AW COO!TION5 ON SITE, ALL 1£AT ON THIS LEVEL TO BE GAS FIRED, HOT WATER RADIANT IN-SLAB I£AT, DESIGN BY 0Tf£RS, SEE OWta FOR BOILER LOCATION. ALL WWOWS LISTED TO BE PELLA BRAW, WOOD WII>VOWS OR EQUAL Tf-ERMAL-PAJ-£, CLAD, WI SCREENS, LOW E GLASS, SEE OWta FOR ELECTRICAL PLAN AW LAYOUT, SEE OWta FOR ALL INTERIOR FJNISHES, ALL FOOTERS TO REST ON liDISTURBED SOH... BELOW FROSTLINE, FOI..WATION DESIGN BY CANYON ENGII£ERJN;. FOLLOW ALL RECOt.t.ENDA TIONS CONT AII£D IN SOILS REPORT, 1(). ~93 BY HP GEOTECH. DATED 9-29--% ~OVIDE PERDETER FOOOATIOH DRAIN IN GRAVEL BED WI FILTER FABRIC OVER AND PVC LINER l.NlER. SLOPE TO DAYLIGHT, DESIGN BY OTHERS, VERIFY FOOTER. FOOOATION WALL, SLAB, STEPS AND FLOOR ELEVATIOI-6 ON SITE, TOP OF FOOOATJON WALL TO BE MIN. 6" ABOVE FINISHED GRADE. ALL GRADES TO SLOPE AND DRAIN AWAY FROM HOUSE, SEE 5ECTION5, DETAILS AND STRU::TURAL I()TES CONDITioNS TO PfRMJT All DWELLINGS SHALL HAVE· 1. SMOKE DET #31 AND EGRESS #281N Den-.... •• 2. BATHROOf,~ VE NTED #SS -.un\1\.W 3. POS. DRAINAGE AWAY FROM BUILDING 18 4. ADDRESS POSTED #71 5. DRYER VENTED #55 KIRK GARAGE LOTS 26, 27, 28, WEST ELK SUBDIVISION, THE DRAWINCBOARD COM NO 8283 81£ET DATE 9-28-06 1 NORTH WEST NEW CASTLE, GARFIELD COUNTY CO. DRW BY ft. C. C. CIC BY BOX 1227 GLENWOOD SPRINGS COLORADO 81602 ftEV D-D-06 OF' 8 ILLUSTRATION 970-945-5025 DRAF'TING BLUEPRINTING DESIGN CONSULTING ~ 0 • 01 <II (j') 1- !D 0 -:l ""' 0 0 .....J lL <Sl N :::::. -:l 1-, co --. I'-- !£ g t::; \- "" <I "- --' w --' --' <( "" <( "- --' --' <( 0£ w 2 ::::> (I) \- ~ 0 -, w --' ~ 8 ~ ib 51> ~ • "' ro ' "' r0 Co ..._ r-- " ' "" WI ,_ "{} ' ~ "" 0£ ~ !!2 \! ~ e, 17'-9 3/4' , 5' Tlffi/ SI-KJWER 48'-8' NOTES 16'-7 3/8 ' 14'-2 7/8' ALL COI'OTRU:TION TO MEET ALL APPLICABLE BUJLDII-G CODES. CONTRACTOR TO VERIFY ALL Dit-&:NSIOf\6 AND CONDITIONS ON SITE. ,~,~~~~~~~~~~~,,r-~-~~~-J~~~~~~~~~~~~~~~~~~~~---~-~illWI~~U~EDTOOC~lli~ANDWOODW~OO~ORill~~ /ljU >ex ~ g (S;IIlljj llllllP-iii mJ iil1 THERMAL-PANE. LOW E GLASS, CLAD. J:.JJJ 2-3535 ~~~~ I-EAT SYSTEM TO BE GAS FIRED, 1-KJT WATER RADIANT IN SLAB I-EAT DESIGN BY OTHERS. PROVIDE DUROCK CEtvENT BOARD BACKII-G OR EQUAL ON ALL WALLS ( "' r-f'l.ln OW< AI-V SURFACES TO RECEIVE CERAMIC TILE, "'~ ~ I . SEE OWI'ER FOR ELECTRICAL PLAN AND LAYOUT. ~ ~ 3 ~ PROVIDE MIN. !21 -1 3/4'X 7 1/4' HEADERS W/ 112' n • .,-, , ~. LAUNDRY PLYWOOD BEtWEEN OVER ALL EXTERIOR OPENINGS, UNLESS NOTED D A I H ~. OTI-ERWISE. ===~~==~~~==~~===~~:! A ~ N llllr< ~ :~L~~A;TI~~c:~~E~N °E::~:~~~R ~68 \ J 286~ ) ~ STONE TO BE INSTALLED OVER #15 FELT. ,..u' ~ !5 "'" J ~ <Sl co <Sl rl) • ~ PROVIDE WIRI~ At-0 JUNCTION BOXES FOR DIRECT WIRE COMMERCIAL ~ TYPE HEAT TAPE FOR ALL GUTTERS AND NORTH SIDE ROOF VALLEYS . . ---'ll'----1111 '? "' ----Ill l2l • 2'X12' ., 4" 'T 4 '-1" 5'-1/4' 5' 7' /5 1/2' ~nR J : 112' 3 112· s 112· v5/8'~E 'X' ~~-8 3/4'X18' GLU-LAM DRYWALL UNDER BEAM 24F STAIRS -------------------- 3 112' ROUND STEEL COLUMN WI SIMPSON CCO 9 WE LDED TO TOP - ---j- ~ !61-2'X6' o.n rl) o.n rl) ' rl) 23' -6 112' 5/8' TYPE 'X' DRYWALL ON CEILING \ 4 TRI MERS ON EACH SIDE OF DOOR ----, I I I I I I I I I I I 1-- • 26'-9 3/4" 5 1/2''--J (4' ·- -------7 (6) -[Xbv 23'-6 1/2' 4' CO NC. SLAB W/ 6X6. 10/10 W.W.M. ON \ CO MPACT GRAVEL \ ----------, 4 TRIMERS ON EACH SIDE OF DOOR I I IIIII~ • ro ' "' rn SEE OWNER FOR ALL INTERIOR FINISHES AND HARDWARE. PROVIDE BLOCKll-G JN WALLS AT ALL TOWEL BAR LOCATIONS. co~ ro PERin' All DWElUNGS SHALL HAVE· I I I I 5 I/8"XI8' GLU-LAM B E ~~ lBX18. O.H. OOOR ~~ 1. SMOKE DET #3 · 2. BATHROOM VE~~~o#;;RESS #28 IN 8EDROoAf 3. POS. DRAINAGE 4 '-4' 18'-0' 4'-0" 18'-0' 48'-8' GARAGE FLOOR PLAN -1728+-50 . FT . SCALE 1/4' -1'-0' 4'-4' ~ 4' ROCK VENEER OVER 115 FELT (TYP .l 4. ADDRESS POSTE~~~~ FROM BUILDING 18 5. DRYER VENTED #55 COM NO 8283 SHEET KIRK GARAGE THE DRAWINCBOARD DATE 9-28-06 2 DRW BY R.C.C. LOTS 26, 27, 28, WEST ELK SUBDIVISION, NORTH WEST NEW CASTLE, GARFIELD COUNTY CO . BOX 1227 GLENWOOD SPRINGS COLORADO 81602 970-945-5025 CONSULTING CK BY REV 0-0-06 Of' 8 ILLUSTRATION DRAFTING BLUEPRINTING DESIGN / f' ' I I L!t-lc Of- : / STAIR BELOW 7 ' "' "" I I '~ lCl I I ..j ~ I I (o t---_! ' ~~ ":-,:::~.:::-=-~ ,-~:::.-~--~--~--~--~--=--~--=--::.-~--~--::_ --lCl "' I r t~'l I ' i[r----~ ~ I , __ I t----' "" I· ~ • 0 I 1!2 :r 0 V"-36' HIGH WALL Q 1-I/ WI WOOD CAP <( &l F !b ~ u u ' w ci <:>.. (f) • Qr (f) <X) "" .... !'() • w 5 112~ 4'-1" ll 16'-10 1/2' ~ '1' (f) "" "" 1-w u " 1-<( • 5 112" lL 0 48'-0' . ("'\) -, ( 1 I I I I I ' I I ~ I I I I ln I I I I I I I I -~ -- I I I ,.,----~ ~ • (() I ("\l • N ;:::, • • BATH -q- ;:::, ' ln • • ~-~ N ;:::, 2468 r0 8'-1' 5 1/2' ! i 2· -0' HIGH _) KNEE WALL II II II II I I II II II II II .,!.j r:-- I I ROGGH -lN ~/ BATHROOM PLUMB/I£ AND WALLS ~~~~ 17'-0' 51~ (o ' lCl 'f> ~ (o ' !'() lCl ' "" NOTES ALL CONSTRUCTION TO MEET ALL APPLICABLE BUILD/I£ CODES CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITlON5 ON SITE. ALL WlNDOWS LISTED TD BE PELLA BRAND WOOD WlNDOWS OR EQUAL. THERMAL -PA~. LOW E GLASS. CLAD, HEAT SYSTEM TO BE GAS FIRED. f-KJT WATER RADIANT IN -FLOOR HEAT. RUN HEAT TUBES BETWEEN FLOOR JOISTS AND ATTACH TO UNDERSIDE OF PLYWOOD. DESIGN BY OTHERS, PROVIDE DUROCK CEMENT BOARD BACKING OR EQUAL ON ALL WALLS AND SURFACES TO RECEIVE CERAMIC TILE. SEE OWNER FOR ELECTRICAL PLAN AND LAYOUT, PROVIDE MlN. 121 -I 314'X 7 1/4' M.L. HEADERS W/ 112' PLYWOOD BETWEEN OVER ALL EXTERIOR OPENINGS, UNLESS NOTED OTHERWISE, PROVIDE STONE VENEER ON EXTERIOR WALLS AS INDICATED ON ELEVATION. STONE TO BE INSTALLED OVER 115 FELT. PROVIDE WIRING AND JUt-K::TJON BOXES FOR DIRECT WIRE COMMERCIAL TYPE HEAT TAPE FOR ALL GUTTERS AND NORTH SIDE ROOF VALLEYS, SEE OWNER FOR ALL INTERIOR FINISHES AND HARDWARE. PROVIDE BLOCKING IN WALLS AT ALL TOWEL BAR LOCATIONS . 3 112' ~ • <( -----------------------------r=------------------------------"" I §> <( \0 :::E r0 N ..... 0 ") 1-• <X) 1-~ ' !'() (o a lCl ' I'-<>< I 0 "" "' u u <( _j _j <( 1- ~ • <X) ' l{) 'f> C.. ' lL "'----161-2'X6' 8 314'X191!2' 7 GLU-LAM BEAM 24 F ~~~~ '"",.,., 'i'l N !'() ' II • -q-..... r0 (() I "" • N ;:, I.(J I t::- • N ;:::, L{) ~ --. \0 .--314'X9' GLU-LAM 161-2'X6' _/ r0 COLUMN WI SIMPSON • CC 9-9 118 CAP <X) -.... !'() lCl ' "" ~~~ UNFINISHED 1xJ .... lCl "' I ~ CONDITIONS TO PERMIT I 2'-0' HIGH KI-FE WALl \ I • ALL DWELUNGS SHALL HAVE: 1. SMOKE DET #31 AND EGRESS #28 IN BEDROOf( 2. BATHROOM VENTED #56 3. POS. DRAINAGE AWAY FROM BUILDING 18 4. ADDRESS POSTED #71 48'-0' 5. DRYER VENTED #55 GARAGE SECOND FLOOR PLAN -1440+-SO.FT. (USABLE) SCALE 114' = 1'--0' KIRK GARAGE LOTS 26, 27, 28, WEST ELK SUBDIVISION, NORTH WEST NEW CASTLE, GARFIELD COUNTY CO. DRAF'TINQ BLUEPRINTING THE DRAWINCBOARD BOX 1227 GLENWOOD SPRINGS COLORADO 81602 970-945-5025 DESIGN CONSULTING COU NO 8283 SHEET DATE 9-28-06 3 DRW BY R.C.C. CK BY REV 0-0-06 OF' 8 ILLUSTRATION I . I I I II '"' ' ;, I I I I I ' ' I I I I I 2'-0' l"XI0' , I 50 YEAR, ARCHITECTURAL F1.6t:RGLA55 ~HII-.GhES CONT. RIDGE VENT l / I"'"' V2 ' CDX PLYWOOD ....-v~=---/r-------------"':-----;;r--------~-------., __ :::] 8D • 6' O.C. -----" 1------7" r---------------._ FIELD AI{) EDGES ~__j/ 5TOt£ CAP <TYP.l ..-FLASH '' Ill Ill "'"i ;, '1111 I'=--""'~ 1 • 1 II 4 • ROCK -r-... VENEER <TYP. ----..._~OM . ~ • I o • • I I I I · 1 I ,--------------------------------~----__:..----------------------------', L-------------------------------------------------------------1 FRO~n EL~VA TION 5CAI.,E 114' = 1'-0' I I I TOP PLAT E FLOOR CEILING T.O. FTR KIRK GARAGE THE DRAWINGBOARD LOTS 26, 27, 28, WEST ELK SUBDIVISION , NORTH WEST NEW CASTLE, GARFIELD COUNTY CO. BOX 1227 GLENWOOD SPRINGS COLORADO 81602 970-945-5025 DRAF'TING BLUEPRINTING DESIGN CONSULTING , COW NO 8283 SHEET DATE 9-28-06 4 DRW BY R.C.C. CK BY I'IEV o-o-06 OF a ILLUSTRATION I . I I I I 1 I 4' ROCK VEt£ER OVER 115 fELT, CTYPJ KIRK GARAGE I I CONT RIDGE VENT "- 50 YEAR, ARCHITECTIRAL FIBERGlASS SHIJ.(;L£5 ' ' • L 2'-0' 2'X10' S!DII-(; W/ 2"X10' / PERMA CHI~ JOINTS I TRIM ,, __ , D 12-3531 " r FlASH STOt£ CAP, ~-~ ~ ~~0~ ~ ~ ~~~ ~ ~~ r<r ~ K ""~K ~ ~ ~ ~ \dK~~f'~K ~~~~~r<f<UK~)<t<y~~ ~ 2'-0' L ' V2' C ' DX PLYWOOD W/ • o.c. '--8D • 6 FlELD A t-V EDGES 0~ 1 I I ~ ~ TOP PLAT FLOOR CEILING 1'--<{:8 '-~!:-~ 11 '" ~~ .,__, ;r ~ ~ " '1-r'C' ,____, ~~ qAJ~Rf§jfft:J~,fR~Cf?~q=tb~fbAh~RBQRB:j!J= r[JJ 1 T.O. 5LAB/FDN • .. • •• • •• • • • • •• • • • • • ........... j • • • • .. • • ' : • • .•• . • • I I I I I ~-----------------------------------------------------------------'1 L -------------------------------------------------------------_j T.O. FTR Rt AR ELEVA HON SCALE l/4' = 1'-0' DRAWINGBCOARD LOTS 26, 27, 28, WEST ELK SUBDIVISION, BOX 1227 GLENWOOD SPRINGS COLORADO 81602 970-945-5025 NORTH WEST NEW CASTLE, GARFIELD COUNTY CO. DRAF"TING BLUEPRINTING DESIGN CONSULTING COM NO 8283 SHEET DATE 9-28-06 5 DRW SV R.C.C. CK BV REV Q-D-06 OF' s ILLUSTRATION KIRK GARAGE CEDAR SHAKE /l"l'-51DI~ OR EQUAL L1 ,(j r ';I 1\. ..1 A / / 1\. l 1 12 A ~ ~ I'> }... ~12 25' HEIGHT LIMIT / 1 A 1 1)._ MIDPOINT OF ROOF 23'-3 ' •OR-/1 I 1 . r rr> . / CJ EJ =-~~ CJ 135351 """ / """ / """ / 7 """ / .... ·"' / 3-11[ 3559 """ / ""' / 111 3 - 3559 """ / • """ / ~ - " / ~ ~ FLOOR 2"XI0' 51DI~ W/ 2'X10" " OOD V2' CDX PLYW 8D • 6" O.C. FIELD AND EDG ES -" 'j=-TRIM / v / /r-PER MA CHT~ JOINTS- -DO -3-13535 DO r-- 5TOt£ CAP FLASH ' 4' ROCK VEt£ OVER I 15 FE "-~ R R' r<: N ~0 ~ "" x-)k; ~ "" LT M~~~r<MJ!<M>~--r=-~ cl~~>~-~~v)'<Mdr;:~~J'r<~~ ~c;p~6p;:Jq~q:<cj f.-b N(')JJH~ ~r;tN,~( ~ /t ~( ~)( )Xf)( I ~)( I~()( ~ ' . ' . . . . ' . ' . ' . ' . ' .. ·~ ,fj . '. . . . . . . ' . ' . . ' . . . . . . ' . . .... : ~'}\ I I I 2'-0" & ' ;,- ~------------------------------------------------~. L-----------------------------------------------~ LEFT SIDE ELEVATION 5CALE 1/4 ' " 1'-0' TOP PL ATE FLOOR CElLI~ T.O. 5LAB/FDN T.O. FTR. & ' <--> / ~ Co ;::, ' §> • '1" "' LOTS 26, 27, 28, WEST ELK SUBDIVISION, THE DRAWINGBOARD BOX 1227 GLENWOOD SPRINGS COLORADO 81602 970-945-5025 NORTH WEST NE W CASTLE, GARFIELD COUNTY CO . DRAFTING BLUEPRINTING DESIGN CONSULTING COM NO 8283 SHEET DATE 9--28-06 6 DRW BY R.C.C. CK BY REV 0-Q-06 OF" 8 ILLUSTRATION KIRK GARAGE 2'-0' 2'Xl0' 1 r TRIM ~ / / / l L"\ 1"\ CEDAR SHAKE SIDit-G OR EQUAL LOWER WINDOWS UPPER WINDOWS_ 1-----,-2'X10' SIDit-G W/ ---------< I PERMA CH!f.t: JOINTS WINUUW ~LHI::UUU::. QUANITY MODEL NUMBER ROUGH OPENING DESCRIPTION 1 3535 2'-11 %'X 2'-11 %" SINGLE CASEMENT WINDOW 1 2-3535 5'-10 %'X 2'-11 %" DOUBLE WIDE CASEMENT WINDOW 1 3-3535 8'-9 %'X 2'-11 %' THREE WIDE CASEMENT WINDOW .. 3535 F .G. 2-11 wx 2'-11 %' SINGLE F G. WINDOW (SEE ELEVATION} 4 2-3535 5'-10 wx 2'-11 %" DOUBLE WIDE CASEMENT (SEE ELEVATION) 4 3-3559 8'-9 y.·x •·-11 w THREE WIDE CASEMENT (SEE ELEVATION) ALL WINDOWS LISTED TO BE PELLA BRAND WOOD WINDOWS OR EQUAL, THERMAL-PANE, CLAD, LOWE GLASS, WI SCREENS AND JAMB EXTENSIONS AS REQUIRED SEE OWNER FOR CLADDING COLOR, MUNTIN BARS AND ADDITIONAL ACCESSORIES. VERIFY WINDOW SCHEDULE AND ROUGH OPENINGS WI OWNER, CONTRACTOR AND MANUFACTURER WINDOW SCHEDULE DOES NOT INCLUDE THE FRONT DOOR OR REAR. TOP PLAT 1:r FLOOR N CEIL!t-G /. 2'-0' ~ ,_ DO DO I 1/2' CDX PLYWOOD VJ-__....------------------1 BD co 6' O.C. __.-• FIELD At-D EDGES t f I Ylfl7\ I I '' I ~~------------------------------------------------], L_ -----------------------------------------------_I RIGHT SIDE ELEVATION SCALE 1/4' = Y-0' ro ;::, ' §l T .0. Sl A p, !Cn>.i T.O. FTR. THE DRAWINGBOARD COM NO 8283 IOHE£1 DATE 9-28-06 LOTS 26, 27, 28, WEST ELK SUBDIVISION, BOX 1227 GLENWOOD SPRINGS COLORADO 81602 970-945-5025 DftW BY CIC BY l't.C.C. 7 NORTH WEST NEW CASTLE, GARFIELD COUNTY CO. l'tEV 0-G-06 0/F' 8 DRAF'TINQ BLUEPRINTING DESIGN CONSULTING ILLUSTRATION GENERAL STRUCTURAL NOTES L IElllliN IS IIA5ED ON Tl£ 2883 EOITDI CF Tl£ JIIIERNATIONAL !!lJll)IN; CXDE. IE511iN L.OAD5o ROO' I5ICIWI. LJVE UWl • 58 PSF 1 Tl£ conRACTOR SHAll-BE RESPIHIIIL£ ~ TI-E ~ SH:UG 00 BRACH; CF ALL SVSTal!l AID I"RRTECTDI CF ALL ADJACENT (ITlUT\.IES. 3. Tl£ conRACTOR SHAll-CCN'BI ALL Dt.e6DI5. EL£VATUIS 00 COIIlm:»6 ON 5rTE. L Tl£ conRACTClR 5HW.. vaFY Tl£ F'IXlTER AID FQ..Nlo\TDI IE5IIiN WITH ENGHEl AF19 Tl£ 901.5 REI'On" IS ca.t'l.£lE 1 Tl£ conRACTOR SHAll-REVD TI-E 901.5 REI'On" AID FW.OW AU. REXXMEN)ATUIS CQIT All£!) TI£REK L ALL CXH:RET'E 5HW.. ATTAJI 3,11111111 1'51 COiftEll5NE 5TWIGlH wrnttl 28 DAYS. 1..& T\IPE n COEHT WITH 4 AI( Elfl'RAK£HT. COICRETE •GGRESATE !!IW.L BE IOIIIAL WE»fT eTIHI. 1 ALL SUBS ON GROJC) TO BE ~ WITH 6l!6, W L4 XWl-4 WEtOED WIRE FAIIU: I..N.£95 lllTEil 011£RWJSE. 3. 1'1!0'111: :llA& CXJolfU ..miT5 liiAXN.Jol ~ EACH WAY ~ !l.AII5 ON GROJC). 4. I'9RJall ALL CAST -IH'LACE CXH:RET'E 'MJ!K ~ NX1:Iilf»K:E. WITH ":li'ECFI:A TDe ~ 5TlLCT1JW. COIQETE FOR Bl.I..DN;5.' ACJ ~. I.H..E95 OTIQWISE IOIEil, 1'1!0'111: CCl.D OR H)T WEA TI£R I"RRTECTDI PER ACI 31115 AID 3e6. I 5 AID .,...,, fl -GRAa: 4e. 6. HCitiZI:M AI. REif'OitCK STEEL !!IW.L BE 1M&£ <nmN.W5 &Y l.AI'!'K 8AR!l ............ 32 BAR DIAioETER!I AT ALL !~'~XES 00 PI!OVJlK CClRI£R DOWEL.5. FAIIU:ATDI 00 J6TALLATDI CF REIRRCK STEEL 5HW.. c:xNatl.l TO loCI 315. 1. CQITH..(U! TCI' 00 110!1"011 8AR!l ~ WALLS BaNS 00 GRAa: BEAioe :!f'I.XE) ., FQ..I.OI6 TCI' llo\R5I AT 1&6'AH 110!1"011 llo\R5I OYER 5LI'I'ORT5 8. 1'1!0'111: AIXJ1W'U'S I£CE')5AIY TO PI!CI'ERLV aJ'(lRT ~ STEEL AT POS!TDe SHJ!IjH. L ALL TJ«<l !Xllelll.CTDI ! L»!f 00 HE.AVY I SHALL COif'ORio( TO A!TC 9PECFl:A roe. 2. Sl1ll.CT\.RAI. fiAWHI1 LIMIER 5HW.. BE DOl g "' FIUL\iCH AS Fa.J..OV6 JUTE!I 00 5TUleo 12 OR IIETTn .~liSTS 00 ltAfTEit5o 12 OR BETTa. I!EAIA POSTS 00 TNER5 II OR IIETTn 3. 9-.lrUM FUI.ING llloiiEit:5 5HW.. BE DOl g AS FIUL\iCH "' Fa.J..OV6 l FOR liEAM5 1'1!0'111: IElol!fR5 ~ TO A!TC 5YMICl.. 24f-V3 OR BETTER ! FJ • 2A4I8 1':!1. FV • ¥6 P:S~ E • ~ 1811,11(18 P5l l 4. ALL HU..lN> 00 !XIHCTDC! ~ a:N'atlol TO Tl£ I..BC 00 A!TC. JtEFE:RElCE I..BC .,. All£ II). :15-<1. NA1K !ICJ€tUE.' 5. BeLTS All WOOl) IIllO !XJHCTIDNS 3IW.l HAVE ......... Hl2' WA:it£2 EACH 00, I.H..E95 OTl£RWI9E IOIEil. 6. ALL WOOl) ~ ! E.G. .~liST HIHD5. IOlHXlWN AIOD!!I. fiAWHI1 AIQ.£ll. a.JI'5, ETCJ SHALL BE AS hiAN.FACT\JtEP BY st.f50.I STRCK-T£ r»>AHV. AI.~TE !XIHCTORS WITH LC.J.O. II'N:NAI. W.V BE LeED. KIRK GARAGE SIM'SON VAP 2.1 CCHECTOR AT EACH RAFT~ G.L DRIP E!X>E BUJL r LJ' rx R.S. CEDAR FASCIA 3/8' AC PlYWOOD SOFFIT W/COI'rr. SCREEN VENTS STOI£ 4' ROCK OV~ I 15 FELT 8'X2'0PEN CELL FOAM VOID LOTS 26, 27, 28, WEST ELK SUBDIVISION, 2'--0' NORTH WEST NEW CASTLE, GARFIELD COUNTY CO. DRAF"TING BLUEPRINTING ~ Co !e ~ ,__ Co ;:, ' ~ SIM'SON LST Al8 SWAP AT EACH RAFTER ITYP J Slt.f'SON CC0 9. WELD TO CCL --- IDIDIDI CONTIIUJU5 RIC(;E -------VENT SIM'SON CC 9-9 118 CAP DD DO D FIRE BLOCK CROSS SECTION SCALE 114' = r~· u&.l ROOF 58 YEAR, ~ FllERGI ASS I 30 FElT l.M:ERLAVJ.EIIT, a: 00 WATER:!H1.D ON ALL OVElHAIG. 518' Cl)( PL. VWOOO :Hit THK. I 718' T JJ/219 IWTERS • 12' O.C. I6T ALL .ICCClRDK TO h!AN.FACTLI9'5 SPECFI:A Toe. Ill', Ne FJ!ERGI ASS &ATT ta.UTDI. 518' llffiiALL FLOOR 3/4' T 00 S PL. vwto:>, Q.l.E 00 HAl.. I 7/8' T JJ/219 FUlOR .~liSTS • 12' O.C. oo.JILE .xlJST:l lK1ER ALL PARAIUL PARTrrDIS. J6TAI..L ACCORDK TO hiAN.FACTlRER'S SPECIFI:ATUIS. 6', HI FOL 8ACX. FllERGI ASS BATT MlU.ATDI. FOIL 511£ LJ', 518' T\IPE 'X' llRVWAlL WALLS 2'X18' 5l>K W/ PERw. CIH .xlJITS, I 15 FElT, OR TVVEK M.lliiG 'IN», 1/2' Cl)( PL.vwto:> SHE.ATHK OR EQ.W.. 'r'IIJ' 1(). 2 D.F. 5TUlS • 16' O.C. W/ lllOCKINl AT B'-e' A.F .F. IElr1EUIR WALL51, 1-X • ...l'lW 1(). 2 D.F. 5TUlS • 16' o.c. OOElOO! WALL51, 6• ,R...f) FJ0Q ., NIT tfjll +TI)I, STAIR RLJ.I 10" + _ EACH STAIR RISERS 7 7 /'6' • _ EACH PROVIDE MIN. !31-2'X12' t(). 2 D.F. STRJiaRS, SEE OWI£R FOR HAI'VRAIL 00 GUARDRAIL SELECTION 6 I&.L VI90l£EH v N'1:N. BAllB. Vl' llffii.W.. PI!OVIlE lofi I2H 3/4'X7 v..· WI:RlH.AM HEAOER5 OYER ALL ElCTERlllt CI'DH5 I.H..E95 ICTED OTl£RWI9E FOUNDATION vrx9' AIOd J!(l_ T5 • 32' o.c. 'r'IIJ' 6' su !lEAL CQC. RlJ()ATDI WALL W/ I 4 I!E ~ • II' 0.C. VERTI:AI.. l4i!E~. TWO COW! WATEit I'ROO'NO. 4' CQC. 5U8 WI 6lf6, 181111 W.W.Iol ()I ca.f'ACT GRAVEL. 2' RIGD HIU.ATDI ON H>llE FACE CF FCUOATDI WALL All> :w ~ ARruCl 5U8 PERliETER FW.0W ALL lt£CDI.t.EI()AlDe CQIT AIED ~ 901..3 REI'On" ~ If' GEOTECH II). 1868!193. DATED8-~ FOlH)ATDI ENGHElK ~ CAHiOI ENGHElK ALL FOOTERS TO REST ON lJa5TLIIIED 501.. IIElDW ROSTLK. PI!OVII£ I'EDETEl Rl.Nlo\TDI ORAJj ~ GRAVEl. BEO W/ Fl.. TEit FAIIU: OYER All> PVC l.JIB I.HlER. TCI' CF Rl.Nlo\ TDI TO BE lofi 6' llJ(NE FHHD~ ALL 6RAIE5 TO !l.CI'E W ORAJI AWAY fl(ll 8IA.!)H;. THE DRAWINGBOARD COM NO 8283 SHEET DATE 9-28-06 DftW BY R.C.C. BOX 1227 GLENWOOD SPRINGS COLORADO 81602 970-945-5025 CK BY REV 8 D-0-06 OF" 8 ILLUSTRATION DESIGN CONSULTING ------------------------------------------------------------------------------- 216.02' DL w .z DL 0 L/11£ OF 5£?!/C ?R0?05EIJ G4RJ1GE .. lOT 28 --- I L TYPICAL LEGEND • G. T.S. (1ear top spike) e Set ll/8"rbr./2"aJ. cap PI.S!2?1111 Set 5/8"rbr./2"al. cap W".C. or linepln P181271111 3/4"rod/3 J/4"aJ. cap PI.SJ271l'll up1raded fd . monum- ent Lo 2"plpe/3 l/4" al. cap Pl.SJ 27118 GLO/BLU/BuRec/USFS 0 td. #6rbr./l 1/2" al. cap RLSJ4511 or aa noted tencel!nes -£-ElectrJo (overhead) --G-Gas line --u--Water llne Easement Edaa atreem/rJver lrrl1aUon ditch Note: All property corners will be set with #5 rebors ond 2" al. cops PLS 12766 as practical. BASIS OF BEARINGS: N.00'06'59"E. FROM S£ cor. Sec. 12 to the f1/4 cor. of Sec. 12 'f True North as determined from GPS observations . SCALE I "=500' -.. .. -...... -...... .e ·--~ .. - EASEMENT NOTE: NOTE: Utility eoeemento ore located with all roods within 25 reel of centerllnes • as conatructed, olao 25 leet each oide of oil Parcel boundary llneo. No bulldlngo ore to be located within these areao. • Ill -... . "' ... . oo ~m z N 89'58'44" E 1. 01 a. 01 S 89"50'47" E S 89'50'H" E /t 1. 01 N 89"49'21" E •t••·u~----------------~~~~----------------r-~~;74~3~.~53~'-=~.~-~~~li •. ~1~a----------------,.19»e~5~.ouo~·------------------,---~6~5~2~.1uo~·----~ .. ~ •• ~~-----,1~4om8~.~5e~·~--~~~~~~~~ I . II 1888.91' N 00'00'00" w • ~~ ~~ b"' 0 z CH 1/UI I . U lf1" 1/11 B. II ,------------------_..:.:::....::.=..=.-, w • ~~ "' d 0"' 8"' z 31 38.66 Acres 27 37.98 Acres 33 35.06 Acres 32 41.71 Acres 29 35.38 28 36.35 Acres 34 w 39.87 Acres • 00 "' "'! g ~ 8 z 30 3 '7.11 dCR!S «,;.., 0 CXl iD a:i 0 ~ b "' 0 I ll • N Ill 757 .51' 15 47.41 Acres 16 s 89'56' 49" w 1076.64' "' "' <Xi m "' 12 ~ 36.49 Acres !;; z 910.85' 10'WC N 69'56'49" E----.._ ;r 38.09 Acres N 9o·oo·oo· E 1 085.00' 13 46.73 Acres 1 085.00' 2400.05' 1 1 14 w • ~ g g g b ,... 0 z (404.20') 41.42 Acres 1863.81' 1 1059.50' 42.99 36.42 Acres N 69"56'49' E 1812.56' 3 36.52 Acres s 89'56'49" w 2216.44' 1614 .24' 4 35.78 Acres s 69'48'38 " w 1243.3 ,. \ ' 01 0 I() 0 io . 0 8 b m 0 8 io 8 71•.30' BRG=N 20'53'59 .. E C LEN-169. 96' L=173.21' s 01'41'38" w ll--91.84' s 69"56'49 " w 1101.75' S 69'54'22" E 1317.76' Sees. 11,12,13,14 350.88' w • CXl • 0 ~ m q 0 iO ~ "' z 1/' I. ''1---- 1. H 31: ~~ N 90'00'00' E 1011.45' 24 54.29 Acres t..:f a I'll uS-~~ 26 45.67 ACRES 1627.22' 35.14 Acres 25 10· we N r' z Ill VI e: ~ PI g "' ui "! "' • a.u1.11 o:J< rJi WESTRIOGE LANE R=258.36' .1:1=38'24' 41" 17 60.80 BRG=N 12'44'15' W Acresc LEN=25Lso· L=254.48' R=505.17' ll= 28 '51' 46. N 90'00'00" W 1848.47' 18 45.99 Acres . 955.57' N 90'00'00' E N 69'58'40" E 967.99' 15' we 9 39.18 Acr~s s Cll Z8L" ~~~ • E 2656.56' 655.1 5' N 63'47'36 1601.43' io ..... -"'~--~ 22 ~ 19 .... 23- 42.76 Acres N 89"59'04" W 2641.81' SITE AOt;>_A rnr..t.'T'OR • ~ in 0 b 0 0 0 d z CXl Ill 1!1. 1-' 1/f I. 15 Oo 0 0 d 0 N g ,., z 1317.13' u 21 57.42 Acres "'36.63 Acres w • "a !" 0 ~ d 0 "' b "' 0 z 20 36.16 Acres s 69'56' 43' w CW 1/JI 1 . 13 1315.95' w • fn ~ ~ N 0 N b "' 0 z S 89'57'21" E 11/11 I , 141.!0!.:_. _!!11!..._ ____ _.::-::?-7.:.-.:._-------' 81 1/11 S. 13 1314.61' Vl 10 48.71 Acres 8 35.13 Acres 30' we 1589.21' 37.97 Acres 5 6 41.70 Acres 7 36 .81 Acres • ~ ~ gi g 0 b 0 ·~ II tJ R72 NOTE: Acco,dlnt ll1fvey muat be ' In no eVtlnt ml'l)' mflr~ than ltn )'tl a lley_J.......c;;_ 686~ 1.'11rntorn IJ1ive. C. --------