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HomeMy WebLinkAboutApplication - PermitGarfield Countyl ~....-N_o_._Io_3_14 ___ ----J Building & Sanitation Department 108 at'' Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 AmountofPermit$ 3~. (Co I" I GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8"" Street, Suite 401, Glenwood Sprin&•· CO 81601 Phone: 970.945-8212 1 Faz: 970.384-3470 /lupectJon Line: 970.384-5003 Permit No: _....l.>-D""'->3-· -4/-<ft--- JobAddress: t}oS'S Gl:fJ55 me.st:J 2 4 A SEPARATE ElECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE Sf ATE OF COlORADO. THIS PERMIT BECOMES NULL AND VOID IF' WORK OR CONSfRUcnON AliTHORIZED IS NOT COMMENCED wrntlN 180 DAYS. OR. IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED . I HEREBY CERTIFY niAT I HAVE READ AND EXAMINED THIS APPUCA110N AND KNOW THE SAM£ TO BE TRUE AND CORRECT. All PROVISIONS OF lAWS GOVERNING THIS TYPE OF WORK Will BE COMPlETED wrntJN WHETHER SPECIF1ED HEREIN OR NOT . THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORI1Y TO VIOlATE OR CANCEL THE PROVISIONS OF ANY ornER STATE OR LAW CONSTRUCTION OR THE PERFORMANCE Parcel/Schedule No : .;t /77 =-.]If/ -00-..5~ AGREEMENT Ph: Height: Carport: Cl Site Plan 816SD Lie. No. No . of Floors: 0 Cl Cl Adjusted Valuations: S Fee: \ Const. Type: PERMISSION IS HEREBY GRANTED TO THE APPUCANT AS OWNER. CONTRACTOR AND /OR THE AGENT OF THE CONTRACTOR OR 0\VNER TO CONSTRUCT THE STRUCTURE AS DETAilED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUilDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF TillS PERMIT. THE SIGNER. HEREBY AGREES TO COMPlY WITH AlL BUilDING CODES AND lAND USE REGULA110NSADOPTED BY GARFIElD COUN1Y PURSUANT TO AUTHORI1Y GIVEN lN 30.28.201 CRS AS AMENDED THE SIGNER FURTHER AGREES niAT IF THE ABOVE SAID ORDINANCES ARE NOT FUlLY COMPilED WliH IN THE LCOATION . ERECTION . CONS'I'RUCTION. AND USE OF THE ABOVE DESCRIBED STRUCTURE . THE PERMIT MAY BE REVOKED BY NaflCE FROM THE COUNTY AND THAT THEN AND iHERE IT SHAll BECOME NUll AND VOID . THE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIF1CATIONS AND OTHER DATA SHAlL NOT PREVENT THE BUilDING OffiCIAL FROM THEREAFTER REQUIRING 11-IE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUilDING OPERATION BEING CARRIED ON 11-IEREUNDER WHEN IN VIOlATION OF THS CODE OR ANY OTHER ORDINANCE OR REG ULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PlANS AND SPECIF1CATIONS AND INSPECTIONS CONDUCTED TIIEREAFTER DOES NOT CONsnTliTE AN ACCEPTANCE OF ANY RESPONSIBilmES OR UABUTIES BY GARFIElD COUNTY FOR ERRORS. OMISSIONS OR OISCREPENCIES . THE RESPONSI BIUTY FOR THESE ITEMS AND IMPlEMENTATIO N DURING CONSTRUCTION RESfS SPECIF1C!AllY WITH THE ARnCTECT. DESIGNER. BUi lDER. P4j~}f;~7~:~;:::iiit7.J=l-rj{+ee ' .. The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, 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 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 handrails, guard rails on balconies or decks over 30" high constructed to all ffiC and IRC requirements; 6. Outside grading done to where water will detour away from the building ; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; 8 . A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OFOCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTU. A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. Wll..L 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 Certificate of Occupancy for the dwelling under building permit # jQ,3/ CJ Date I VALUATION/FEE DETERMINATION . Appft...,t ~(,...t'J ~ Address S A fil~ i2J Date :7 ... 3 I =O (, Finished Q.ivable Area): Main Upper Lower Other Basement: Total Square Feet Valuation Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation CmwlSpace: Valuation Decks/Patios: Covered Valuation Open Valuation Total Valuation :/ij /J) 3 (p ~ tJ_O S•bdivision G fG..~~ (Vt.esc;.. 1{"-N.-"- Lot/Biock 33 Cootractor c$)(Pf\ e.<. I•' 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. 1 '·' Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the_2003 IRC:. I. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing'? Properties with slopes of30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft . of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes V 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5 .05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks do apply. Yes / 3 . Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent perties), streams or water courses? Yes M 2 I • 4. Does the site plan indicate the location and direction of the County or private road accessing theprope~ Yes o/ ·----- 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 ./ 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces andyoffits? Yes v ·--.::....---- 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minirnwn of 40 poWlds per square foot up to & including 7,000 feet above sea level), floor loads and wjJld loads? Yes._-..~L__;..._ __ _ 9. Does the plan include a building section drawing indicating foWldation, wall, floor, and roof . ? constructt/on. Yes. _ ___.::__ __ _ 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rajlers or joists or trusses? Yes __ _::/ ___ _ 11. Does the building section drawing or other detail include the method of positive connection of all columns ~d 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 ~of! (Building height measurement usually not to exceed 25 feet) Yes. __ ~/ __ _ 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Coloradl)j)1¥e II certifications or phase II EPA certification? Yes No~~~/~lt--~---- 3 ... 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? , j Yes No_~~~~~~~------ 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basr.;;nts comply with the requirements of the IRC? Yes No ___ A./~~~~----- 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habita le rooms? Yes No ___ A/.r· ~----- 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for theje areas? Yes No--.:N~hL.IA:~...----__ 7 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? ! Yes No JVLir I 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants?/ Yes ~ No ------- 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted ~thout it. Yes ~ No ______ __ 21. 22. 23. Will this be the only residential s cture on the parcel? Yes No tV Jt Ifno-Explain: GA~ttGG- Have two Q) complete sets of construction drawings been submitted with the application? Yes v ------- Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? / Yes · No ---------- 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes / No ____ _ 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zgpe district? Yes t/ No ------- 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection b)l the Garfield County Building Department? Yes v' No ------ 2 7. Do you understand that approval for design and/or construction changes are required prior to the applicaticpt of these changes? Yes 1/' 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 Feeu as weJI as any "Road Impact" or "Septic System" fees required. at 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 No ______ __ 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $5,9.00 re -inspection fee? Yes t/ 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 9f the building? Yes t/ 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 IR7C? Yes No ------- 5 ..., 33. 34. 35. 36. 37 . 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 a~25-8601 . Yes ~ No ____________ _ 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 ti~e of applicable inspection. Yes v' No ______________ _ Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel Number for the lot you are applying for this permit on prior to submittal of a building p_;pmit application? Your attention in this is appreciated. Yes ~ No ________________ _ Do you know that the local fiLet may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this requirement) 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 '? pernut . / Yes_...:;../ ____ _ I hereby acknowledge that I have read, understand and answered these questions to the . ~st of mY. ability. ~!I.. J ( -)7-~0, Signature of'6wner Date Phone: ________ :!;~ c "V\ (\.n--,LD _______ (evenings) Project Name: _______________ u __ ,._,~__;,..,_ __ \.J __ ~ __ ,... _______________ _ Project Address :_~-----"oodV::::::li"-S..L...· t?_~~::,.&.UJ_O........:.~::;;......:..rftk_Q:.;_G_Ct_r/2.J_. ___ _ 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 pennits 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 ~~l'lc;oo Building £.._Engineered Foundation .J!/::::onveway Permit tf!!:::.surveyed Site Plan ~eptic Permit and Setbacks .lf1t:_ Graderr apograph y 30% v-Attach Residential Plan Review List v-1V1inimurn Application Questionnaire --subdivision Plat Notes ~ire Department Review --J.L'I aluation Determination/Fees £/'""Red Line Plans/Stamps/Sticker __attach Conditions ~pplication Signed __Ll5Tan Reviewer To Sign Application ~arcel/Schedule No. ~0# Snowload Letter-Manf. Hms. ~oils Report GENERAL NOTES: Date 7-3 \ '-t>ta OAIDRC Approval raderTopography 40% __ Subdivision Plat Notes • ~SS MESA HOMEOWNERS AS iOCIATION RECElVEU Architectural Control Como ittee 2006 1899 Grass Mesa Road JUN 1 9 Rifle, CO 81650 <f'JD -)~f-'i~ ~~ GARFIELD COLIN~ BUILDING & PLANNlN"' Bib C., t PlA,.JJJ IJ a. lf~ '8 it br. swre.. l./t'l bfe ,.umJ .!.P ~•';s' Cf7 r 8 /~P f RE: Building Plans Dear AN~Y : The Architectural Control Committee for the Grass ' lesa Homeowners Association has approved the plans attached hereto for the < •nstruction of a GA~At;F on Lot 13 . Grass Mesa Ram ' Subdivision under the follo wing conditions: JCUcc 1. All driveway entrances onto the lpt must hav ~adequate culvert(s) in place in order to allow the flow of water thro ·,gh ditches along Grass Mesa Homeowner Association roadways. 2. Construction or installation of any structure ' r improvement on any Lot shall proceed promptly and diligently upon c •mmencement thereof. Failure to complete any structure or improve tent within one (1) year after the date the same is commenced shall constit tte a violation ofthe Declaration ofEasements, Restrictions and ( >venants for Grass Mesa Ranch . Sincerely, GRASS MESI HOMEOWNERS ASSOCIATIO I ARCIDTECTURAL ~~ Pl.dfMi; t 11Jv \\. N II t.~IJe; ~ ~ 1--------------------------------------~ - Ot:.tJ£ ~oh.tiSO,V I I .:J.os-5 G,...4s::s ir1e;'if,f lti"A" Nf (.J,Fl£J Co 81~~ I L~T23 ~ Ac"te.:~ w £. s If\ I I I 1 I .I '·'I .... ' ................... rooofl / J w '~ -....... ·,. r ---•• ,_ __ _ '· .. -··~., -.... .... _ ... J;lcoF1 ( F«o" G..t4..4~ / ) .,·"· _ _!};pt!WII~\ I I I I ,/ r= ' I J.. !f '0,1 \ \ 8()() f-'1 ~ CMAr;e. -=JI .. ~ . He>v5e \ t:~::;,. ~ l ,s~r:~ --AP P~6" \;1 Gl..tACe-v SUBJECr TO NOTED EXCEPTIONS & INSPEcnONS GARFIELD COUNn>' ~ jJ~,,0t. ,. - 4./ . ..; c:.. BUILDING DEPwp.~ . N'!l'· Date 7 -3/r.lfj, By · _ FIELDCO Y 8 NO INSPECTION WITHOUf 1'1U81 PLANS ON SID page of Pdapex~ :2d1.:~~-;:._------------ 3 I 1 , } ; / I / / / ,/ r I I ( .--~ • :,., I .. .. . . :· .. --. ~ .. . . . . . . · . _ ... ., .. . ... :-~·:.. -.' ~· ---:.. . . .. { -:.. . . • .. <_,.&.•· ~ ..:-. . -~. . ·, .... . -- -~ ... • J . . .. HtJ LHSERJET 3330 .I p.2 .· , .. ·. I\)" C)(j ~ . ·~ ·X 1\J >~ ~· ' . I ,•.· . :::0 ~ 0 z ~· Q rz1 · )> ' . re ~ . ' '-} )J' ... ·. '• t ji Jun 29 2004 9:23AM HP LASERJET 33 3 0 ., . -. . . .. .·-, ... .;.,. ~ I ~r. r ~ .. . ·~· .~" .. -· . . ~ • ··, !..·.:. .. . . ~ .. .· r , . . .... •• .... • ~ ·. . . .. n . • r- II' 0 "' "" ,. "" c • ..... - 0 z ~ ~ I a: z . \ f---~~ ~ --~ _ ___,: ·------~ __,;, -. I :~ i~ . 1--· .. ----n I·!----il J i· --·--"" ,, _,. . t ll r • •• t .... ~ .... "", ... ~~~~ "" ~ "" !.- t,.Y r ... In· I' 1,.1 ... I 'I,. I; 1,.' ... ~ ,,. ·I- ~" ... ::t[ ,0 , ::D 0 z ..... ~ • ' .. l ....__-~ .. ~ . ' X) : "" , .. • ' • ~ ~ ~ . p .. 3 m • ill ,, " ''" ~-_, ' , ... ' _, ' tl. " ' "' y ' _L '1 II .It# __.~ .I _ll Iii 11 (D . ll.. 0 (T) (T) (T) ..... lJJ .., ~ lJJ (/') a: -I ~ J: . . .. . n t :) J J , J 1Jt8 fASClA 1x2 ljf~,.--2·2wJI Pl.A1[. --r:::::lo--'----sOFF II OE1'AIL 1/2"~1·-rr S ~-DE 13..J7'h" , ]~u-----~-~a-D-~--~-N-L-~--~------~1 TYPICAL RAFTE~ ~?~ ·V'•"·1• 4' J-D i ·O S"'- PRE -.ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION *\(p ~ .. OEIAJL Our t! VrE (-;,a T e_Lt <; S> OuT ILAJ.I---r--use 4x 5 'I L '• Pu-1 o tJ Pru- LorzAL ~ts {;;fL. W ( 1\l D BrAC.f CIMAMOtl GAAA'£ 2/i' JZ4-' • Gf' ~ /.-82 . II) • . Q,. I ~ ) 0 (I') (I') (I') ~ w ., ~ w en a: -' a. J: I: a: (I') N 2x6 RAFTEP. ~'·" 0 c:;"t .c. I~ fit f"~SCIA BOAAO 1/16" "-'RoBOARO SIDING 9' tour~> E.( (.t&Ll-fl£ ANOQ\ SO&.~ SY OTHEI\5 FOUNOAn ON & F~ BY O'nfERS (See IJMG~t1P1) 2•8 RIDG£ 80AAO t: .. . .• 9' 'WIDE•7' TAU. GARAGE~ ~RONT FRAMt NG DETA-IL 1/'f":t '-cl' . .. ,. . . •· . • ...... 'II# • i ... 0 t.T 6. i ·t, • I . . 4 . ., •• SEE. DETAIL. SHEET~ SEE DETAIL SHEET'·If •. ~· Cl~N~··: ar.•.u.\• , .• , If . . ... ..l.. .v . Q.. 0 (I'] (I'] (I'] ~ UJ ,.., 0! UJ (J) a: ..J a.. I ... -. . I .. , . ; •• • t. ,., ·-·. . ' .. \1 ~- . '· c:..• ; " . ~· •• '. • I " , -.... t 3020 WIN OPTIONAL st.OPE F'LOOA Of GARAGE 10 oOOA w/ 1A"/toor SLOP£ KECP f'ON WAll LEVEL FCR FRAMI rti -9' •7' OVERHEAD GARA6E f L 0 0 R P L A M . 1/4".1'-(1' FOUkO~iiO~ ~ FLOOR BY OTH(AS 9 1 x?' OVERHEAD GARAGE I I I. ' I L __ _ -J&.--1!::; - - -. . ... 11'-<1' o "' , .:: If' ' ··. .• . "21t!~·.i · .. ·. '~. .._., . . b I .. ·\&) .. .b • • \&) ' . . .. I ', i' =· . . . . . . ~ .. . \ • •' • I • CIMARROff GARAGE . L • 24•.2 .. • 2 or .. A~· • l~ ' . IIIJG'03 ---- I Single Family Residential One Story Detached Garage_;_· Foundation Detail A · .. ... . . -: ,- Re: J6404BSU MITek Industries, Inc. 7777 GREENBACK LANE SUITE 109 ClmUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (9~6) 676 1900 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Overholt-Delta,Co. Pages or sheets covered by this seal: R16844502 thru Rl6844503 My license renewal date for the state of Colorado is September 30, 2005. June 10,2005 Anderson, Bob The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component (or any particular building is th e responsibility of the building designer, per ANSVTPI-2002 Chapter 2. I :.n:::, b;:"--·~~ . ·-j Trus• Truss Typ' Qly pty . R1684<150<~ lA FINK 70 1 Job Ref~ looUonall ' OV&flloll T rus~. DeliO!. Co 814 1G S.100s 17 2004 MITek lnc!~~Strlea,lnc. Thu Jun 09 17 :07:fll2005 Pago 1 3•10 = SPACING 2.0.0 12.0.0 6-4·13 10 4116 = CSI Sx(;:::: 4 g 3114= 17..c-1S a 411fi= In (loa) Vdall PLATES GRIP 1..:1-0 ·Scalo. 1 42.1 3(10 = Plates lnc~ease 1.00 TC 0.86 BC 0.74 WB 084 (Mattbc) DI!FL Vert(U.) Vert{TL) Ho~) .0. 111 6-8 >999 Ud 240 180 n.ra MT20 1691123 Lumber lncrea&e 1.00 Rep Stres& !ncr NO Coda IRC2003/TPI2002 .0.45 6-8 >628 0.10 e rJa Weight 74lb BRACING TOP CHORD BOT CHORD Sln.iclural wood shealhing dlrec11y applied or 2·9-14 oc pur11ns . Rigid ceiling directly applied or 10.0.0 oc braclog . REACTIONS (lbl slze ) 2a163710-3-6 , 6"'1637/0-3.11 MaK Horz2•·85(1oad ca6fl !!) MaK UpUf12"·20B(Ioed case 5), 6"·269(1oad caaa6) Mall Grav 2•1706!fclld can 2), &=1705(1oad case 3) PRE-E I GINEt:RED RF TRU SES HAVE ENGINEERING FOR INSPECTOR AT TIME L"I>P' FRAME INSPECTION FORCes (l b)-Maxim um Ccmpn!sston/Maxlmum Tension T80P CHORD 1·2=0/41, 2·3=-3455/499, 3-4=-2887/411, ;J-6;..21167/412, 6-8=..34551499, 6-7"0/41 OT CHOR D 2-10::-4 82/3143 , 9-10'=·22512132. 8-9--225/2132,6-8,.-39813143 ;f-D i-os a;_ WEBS 3·10=·052/233, 4·10=-117/10&7, 4-8=·117/1067, 6-8=-9521233 Nona 1} Wind· ASCE 7-118: 90mph, h=25!1; TCOLaS.Opsf; SCDL•S.Opel; Calego!y II; Elcp C; eocfD&Od; MWFRS gable end :zona; cantilever !all and l1Qht Bl(J)Osed ; end ve111ctlla't ard rtghl a~; Lumber 00Ls1.15 plate grt p 001..=1.15. 2) Tct.L: ASCE 7·98; Pf2 40.0 psi (llat roof 6now); Exp C ; Par11a liy Exp. 3) Unbalanced snow l oade have been considered for this design 4) Thla truss has been dattgned for 1.00 dmes flat roof toed ol 4'1.0 psr on avemangs nOIHXlneummt with other live loads. 5} lhla truss has be811 do11gned for a 1 o.o per bottom chard live loed nonDilneunent wtlh any other llva loads. 8> TN a truss requ ires plata inapacllcn per the Tootll COIJnt Method when lhls Iniss Is ch01iOI1 for quality usuranca Inspection. 7) Thls truss Is destgf'l ed In accord anal with the 2003 lntemellcnal Residential Code aacllon& R502.11 , 1 a net R802.10.2 and referenced Slafldard ANSIITPI 1 LOA!) CASE(S) Standard ,A ffiUrNINO • V•r(N d .. Wt>..........-&era and U4D NOJU ON 1'lU8 4lfD UVZUII: ~ HPOU rllf&. CSet•;n valid fer U16 only Wlfn MITek connecton. lhh da"gn Is ba.ed only upon pcmlmeton 11\CWn.oncllltof CW~I'lCIYidual txAidlno component, App~c:o~ltv ot dojlgn pararnete~a a~d propllf ncorporciiO'I of component Is r&~pona!blltV ot bU'.Idng deelgnor ·notnuss dellgnar. Broclng rhown Ia for lateral 5UPPCr1 ol 11'\av'.d~cl Web members only. Addltlonof te~ b~chg to fnNII 5!abQitv d..ttrlg conafNcllon Is !he telpON!bllhy Of the llfO:Icr Aodi'lcncl permanent bracing of the gyera!f atruc:tura IS the re&penslblr.tv of the buT.dlnQ c~M~gner. For ganercl gulclonce regarding fQbl;callon. ouo l'y conlrol. Jtoroga, d&lvery, erectlon a1d bracing, consult ANSI/TPfl ~tv cr Ilia, DSH9 and 8CSl I lkllldlng Component lotutv lntormatton avot obia Item Ttus~ Plate hlltute. 583 D'Onofrlcl O!Mt, Modlson, Wl6.5719. . ~ Job -· rruu Ply Trusa Type Qty IJ6404B()U Rt6844Ei03 Q FINK 10 1 JobA.r.rence [opllonall Chi 811\olt Tr~ss, Della Co 11!4111 6.100 e Sep 17 2004 MiTek 1/ldUetriae,lnc. Thu J1A1 011 17.07 ,1112005 Page 1 r!1~·0~·--------------------~~~cc~~------------------~~-------------------£2~~o~-------------------1l~25~~~~~ 1-<1.0 12-'l~ 12.0.0 1.().() .PRE-E _GINEERtD RF TRUSSE ~~-1 :4~1 "ENGINEERING FOR INSPECTOR PFFRAME)NSPECTI QW . 9 ;A D-1 -JO S ~ SPACING Plates lnmese Lumber l naea&e Rep Stress lncr NO Code IRC2003/TPI2002 0 .38 0 .15 2440 DEFL Vert(LL) Vort(T\.) HIII'Z(TI.) In Ooc) .0.111 13 0.00 13 0.00 12 If de ft Ud PLATES GRIP nlr 120 MT20 169/123 nlr 00 nJa n/a Welg!tt:79lb BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 8-0.0 oc pulllns . Rigid oelling directly applied or 10.0.0 oc tln!clng . REACTIONS (lb/slze) 2"'318/24-Q.O, 12=318/24-0.Q, 18,.231/24-0.0, 19:235/24.Q.0,20=263124.0.0, 21=147124-0.0,22--462/24-0.0, 17=23512440,18=263124-0.0,15:a147/2~.0, 14::~402124-0.Q Max l'lorz 2&.86(1oad ca&e B) Mex UpUt2"-750oad cue 6), 12=-85(1oad case 8), 19=-51(1oed case 7), 2()s-57{1oad caae6),21-.:J7{1oed case 7), 22~<·93poed caae7), 17a.SO(Ioed case 8), 1~..s?(loed ceu6), 15:S.S7(10ad case 8), 1~(1aad case 8) MaK Grav2•429(1oad case 2), 12--429(1oad case 3), 18=231(1oad caae1), 19=S2110oad c:ase 2), 20=So411(1oad case 2}, 21•197(1oad case 2), 22=815(1oed oese 2), 17=3280oad ca110 3), 111•348(1oad caseS), 15:197(foad case 3), t4•1S15(1oad casa 3) FORCEs (I!!) ·11/axlmum Comprosslon/Maxlmum Tension . TOP CHORD 1·2:0/41 I 2.3=-101n9 , 3-F-80172, 4-5 .. ~2188, 5-6=-581104 , 6·7=-81/120, 7-B:o-61/118, 8-9a-Se/88, 9·10=-62157, 1(}·11 11·80/35, 11-12=·101/11:1 , 12-13:0/41 BOT Ci10RD 2-22=0/07, 21·22=0/67, 20-21=0/67, 1B-20=0/117, 16-19=0167, 17·18:0/87, 18-17G0/87, 15-16=0/117, 14-19=0167, 12·14=0/a7 WEBS 7·18"·190/2, 8-19"·280171, 5-20=·298178,-4-21=·193154, 3·22'--4991122, B·11•-2811no, B-111"·298178 ,10·15=-193153, 11 ·14=-4991121 NOTEs 1) Wind: ASCE 7·98; 90mph; h=25ft; TCOL.•S.Opar; BCDL=5.0psr: Category 1~ Exp C; enolosed; MWFRS gable end zone; cantilever left and right e11p0sed ; end vertica l left and right elCposed; Lumbar 001.,1 .16 plate g!lp OOL•1 .15, 2) Truu designed for wll!d toads In Ule plane of the truss only. For &lUds GlCpOS!Id to wind (oonna11o the fece), aee MTTeiC •standard Gable End Dotal~ 3) TCt.L: ASCE 7-98; Pl=40.0 psf (net roor snow); Exp C; Partially Elcp. 4) Unbalanced snow load• have been considered for this design, 5) Ttlla truss ha!! been de1lgned for 1 .oo limes flat roof load of 40.0 psf on overt1111'1QG non-eon current with olhar Uve loads. 81 Thlaii\Jss has been dallgned for a 10.0 psf bottom chord ve load nonconcurrent Wllh any other Mve loads. 7) All plates are 2x4 MT20 unless olherwtso lnd cated. 8) Thlaltllss raqul ros plate lnapectioll per the Toath Count Method when t!u truss Is choaen for qu;Lty auuranca n&pedlon. 9) Gable requires conllnuous bottom chord bearing. 10) Geblo studs liPe<:ed Bl2·0·0 oc. 11) Tilt' truss Is deslg nod In accotda nca....;th the 2003 l ntematlonal ResldenUal Code secllans R502.11, 1 end R802.10.2 and refmenced Con 11111andard ANS!fTPI1 Ur uod on pag e 2 ,& IVARNIIVO • V~ fl••lflll p.......,.lan -d RUD lfO'J'ftll Olf 'f'lll. AND U\'EitR .IH DPGRI: uaz. Oettg'l 1/Qid lor u1e a IVy wtth l'vtl'ek connectan. This design 11: bclf.d an!v upon pcnrnaters lhcwn .ond Is fer Cll'llnciMdual blAding component . Acp·tcab!llv o f design poromefl!ll and p!Opl!tlnccxporotlon of component Ia tu&pOmlbllfy Dfbulclng dealgner·nottruA ~gner,B/Qek1g shown 1.1 for ·crerQI s~ppon of hdl\llduolweb rnembors only.Adel!lonat ternf)OrarY tracing 1o ilSllllllabl!lty dtllnQ condructlan Is the recponslbllty ol tna ~Wec:tot Adclrl onol parmonant bracing c f "tte ovam-atructure Is tho rei)XIIlllbWIIV o1 the bu1lclng doalgnar Fat genert~l guidance regarding faor•carlon . que llv conrral, •tcrage, dal\ltlry, Bl'ec:tlon and tracing. c:orlAAt ANSII'IPII QualtV Q118rtQ, D5W9 and acsn Building Component &atetv lnlctiTICIIIon avala'cle from lrusa f'IQ!e ~NitMe, 5113 D'Onotr a Dttwt. Modllo/'l, W163719. - Assessor's Parcel Nc0)1]7-34l·D~ · .30?..3 Date (' 'q:t:} · ~:? BUILDING PERMIT c~, L ~ 1'(\e..~ Job Address%~ fY\e_'&a.:Bd _l n.IL.l fu.n~ Owner::b ~r\ = ) L Address 5D..rnQ Phone k~5-;:B~ ) Contractor ~~ Address Phone JC;:;J~-flf} 9 "' Setbacks: Front Rear ____ RH ____ LH ____ Zoning ___ _ t:~()O....' GDS\ ~-e._ INSPECTIONS Soils Test · Weatherproofing __________ _ Footing 5-25-~7/i. Mechanical ___________ _ Foundation ~k Electrical Rough (State) ~ Grout Electric;el Final (State) ~ ~ Underground Plumbing Final .?:W-Of( /Checklis~ Cpmpleted? ~ Rough Plumblclg Certificate Occupancy # ___;,_N.....:.l..;..;J\;....__ ____ _ Framing .!> ... ZO-0 if 19-1"\A Date ---r1""'T'"A""-------- Insulation Septic System #_jl}---£../_A _______ _ Roofing Date ----------- Drywall Final~:---,_.-:-==------- Gas Piping Other ~f I ll?Wet4 -Vf31f11Jj NOTES (continue on back) INSPECTION WILL NOT ~BE MADE UNLESS TH IS CARD IS POSTED 1DN THE JOB 24 HOURS NOTICE REQUIRED FOR INSPEcrJONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued.l.~.~-~-~7..zoned Area ............................... Permit No ••• J~.S..J .. ~ ......... . AGREEMENT Ia consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the mning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structu the it may then be revoked by notice from the County Building Aao•resu~'-JaA~nd~·· ~E NULL AND VOID. Setbuks Frogt Side Sjde Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing s-:;;..r-01 ~ Driveway Foundation ~~ ~ Underground Plumbing ~ Insulation '""h4. Rough Plum bing ~ Drywall ~ Chimney & Vent ~ Electric Final (by State lospector) 7z.o f::li:<_ . Gas Piping ~ Final 5 -2£J -os ~ Electric Rough (By State Inspector) ~ Septic: Final ~ Framing S -2£>-oi/ .~ Notes: (fo ioc:lude Roof in place and Windows and Doors instaUed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 108 8th Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD Oate/-Q!H>7 By £::rh B IF PLACED OUTSIDE-COVER WITH CLEAR PLASTIC Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information Assessorffreasurer ProP-ertY Search I Assessor Subset Q ue ry I Assessor Sales Search Clerk & Recorder Reception Search Basic B ui lding Characteristics I Tax Infonnation Parcel Detail I Value Detai1 I Sales Detail I Residential/Com m ercial Imp ro vement Detail Land Detail I Photographs J Tax Area II Account Number II Parcel Number II Mill Levy I I o24 II R247022 II 217734100323 II 45.079 I Owner Name and Mailing Address !JOHNSON, DENE M. & JANET L. I j2055 GRASS MESA RD I jRIFLE, CO 81650 I Legal Description lsECT,TWN,RNG:34-6-93 DESC: NENE AKA ]LOT 33 GRASS MESA RANCH. ]PRE:R024672 BK:1522 PG:832 IRECPT:637310 BK:1352 PG:962 ]RECPT:602916 BK:0777 PG:0495 Location I Physical Address: jj2055 GRASS MESA RD RIFLE I I Subdivision: I I Land Acres: jj40.31 I Land Sq Ft: llo I Section II Township II Range I 34 II 6 II 93 Property Tax Valuation Information http://www .garcoact.com/assessor/parcel.asp?ParcelNumber=2177341 00323 8/4/2006 Parcel Detail Page 2 of 4 II Actual Value II Assessed Value I Land: Jl 85,oooll 6,7701 Improvements: Jl 131,760JI 10,4901 Total: II 216,76011 17,2601 Sale Date: 113/29/1990 Sale Price: 1129,000 Basic Building Characteristics Number of Residential I· I Buildin2s: Number of Comm/Ind lo I Buildings: I Residential Building Occurrence 1 Characteristics I TOTAL HEATED AREA: 112,052 l ABSTRACT CODE·IISINGLE FAM.RES-• IMPROVEMTS ARCIDTECTURAL STYLE: IJMODULAR-UBCIIRCIIBC EXTERIOR WALL: JIMASONITE ROOF COVER: JICOMP SHNGL ROOF STRUCTURE: IJGABLE INTERIOR WALL: JIDRYW ALL FLOOR: JlcARPET HEATING FUEL: I GAS HEATING TYPE: I FORCED AIR STORIES: JlsTORIES 1.0 BATHS: J12 I ROOMS: Jl6 I UNITS: II• I BEDROOMS: Jl3 I YEAR BUILT: 111999 Tax Information I Tax Year II Transaction T~pe II Amount I I 2005 II Tax Payment: Second Half II ($389.03)1 I 2005 II Tax Payment: First Half II ($389.03)1 http://www. garcoact.com/assessor/parcel.asp?ParcelN umber-2177341 00323 8/4/2006 Parcel Detail 2005 Tax Amount $778.061 2004 Tax Payment: Second Half ($402.64)1 2004 Tax Payment: First Half ($402.64)1 2004 Tax Amount $805.281 2003 Tax Payment: Second Half ($447.64)1 2003 Tax Payment: First Half ($447.64)1 2003 Tax Amount $895.281 2002 Tax Payment: Whole ($943.56)1 2002 Tax Amount $943.561 2001 Tax Payment: Whole ($964.40)1 2001 Interest Payment ($19.29)1 2001 Interest Char~e $19.291 2001 Tax Amount $964.401 2000 Interest Payment ($52.28)1 2000 Interest Charge $52.281 2000 Tax Payment: Whole ($871.38)1 2000 Fee Payment ($20.00)1 2000 Fee Charge $8.ool 2000 Fee Char~e $12.001 2000 Tax Amount $871.381 l 1999 Fee Pa~ment ($13.60)1 1999 Interest Payment ($19.67)1 1999 Interest Char~e $19.671 1999 Tax Payment: Whole ll ($327.84)1 1999 Fee Charge II $13.601 1999 Tax Amount II $327.841 Top of Pi!g~ Assessor Database Se_arc;h _Qptj.QJlS I Treasurer Databas e Search Options Clerk & Recorder Database Search Options Garfield County_I:Jome Pag_~ Page 3 of4 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. http://www .garcoact.cornlassessor/parcel.asp?ParcelNumber=2177341 00323 8/4/2006