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Application - Permit
Garfield County No. Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: 3490 Cr 311, New Castle Locality: 2179-134-00-014 fo1cJt I Use of Building: AdditiontiHunting lod ge-P!le bam ffi.!!IBQ& ~ Owner: l\OMt ~U(\ Eeoyu;. EfEJe F, l(e .. Aeift Contractor: Amount of Permit: $2,231.os -3~t(r8b Date: J{~1.~7 ~~·~.~~ ~~stt:(&'1-Ff'>~ ~ ~ B3~c.f~ ~o fo/ro(oc; Clerk: >-< _ _ ~ • GARFIELD COUNlY BUILDING PERMIT APPLICATION 108 8.,, StHet. Saito 401. Glea-od SpriDJs, CO 81601 Pboae: 970.945-8212 I Faz: 970.384-3470 /la•pectloa lJae: 970.384-5003 Permit No: ( 0'] t.fJ Parcel/Schedule No: d/19,... /1<-f-0 0-0 / <[ 2 3 4 5 6 Contractor: ~It~"~ I c..~~" Architect/Engineer: ~"'\rl'4 Hot.c s ~I Sq. FL of Building: I L 8 Use of Building: 7 I Describe Work: Cdlf'.? c...-.-~- 8 I Class of Work : 0 0:> 8/foe{/ Subd. I Exemption: Cl Alteration AddiUon Q Move o Remove 9 I Garage: 0 .)a Single Double Carport: 0 Single Q Double 10 I o Driveway Permit ·m. On-Site Sewage 0 Site Plan .., ~~.-IV r' U~Lc..c.o'l. Disposal 11 Valuation ofWork: §. ' Adjusted Valuations: S .q. J b 3 '( 1 •l. ooo 12 1 Special Conditions: fcPTI ( ~ y~T'C IV\ j A) (At [ ·-·· A J .. J:, A!) 'j 0 u to ~ X i + U.l., s c. C\.. b : ,v 0 t!C> /2 0 CVV\. /-lo'kAt /j tJ JLIJI"" ' NOTICE Permit Fee: A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUsr BE ISSUED BY TiiE srATE OF COLORADO. j Plan Check Fee: ~18" 10 1 '3SZ 1 ~ ntiS PERMIT BECOMES NUll. AND VOID IF WORK OR CONSTRUCTION AtJTIIORlZED IS NOT COMMENCED wrrHLN 1 80 DAYS , OR, IF CONSTRUCOON OR WORK IS SUSPENDED OR ABANDONED FOR A PERJOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. Total Fee : Dated Permit Issued : I HEREBY CERllFY ruAT I HAVE READ AND EXAMINED THIS APPLICAnON AND KNOW TiiE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF ~WS GOVERNING THIS 'IYPE OF WORK WILL BE COMPLETED WITHIN WHE'IHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE A liTH ORin" 10 VIOLATE OR CANCEL ruE PROVISIONS OF ANY O'lliER srATE OR I ~W REGULATING CONSTRUCTION OR THE PERFORMANCE NSIRUc:rtON. z,z 31 0 S'" occ Group: :;:a (_ Zoning: ~ , ~·----·--M _,_£_ I ~{) -D 2 j Manu. Home: "II cu <1' .;r v-- tf AGREEMENT 3;tt{.J>W Const. Type: Setbacks: ISDS No . & Fee: \"SC\K . 2.-\b-~~ ~ PERMISSION IS HEREBY GRANTED 10 TiiE APPUCANT' AS OWNER. CONTRACIDR AND/OR TilE AGENT OF TilE COI'n'RACTOR OR OWNER TO CONSTRUCT TilE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMrrrED TO AND REVIEWED BY TiiE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, TiiE SIGNER. HEREBY AGREES TO COMPLY WJru ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUN1Y PURSUANT 10 AUTHORJn" GIVEN LN 30.28.201 CRS AS AMENDED. TiiE SlGNER FURIHER AGREES 11iAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION. ERECTION, CONSIRUCTION, AND USE OF THE ABOVE DESCRIBED SIRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUN!Y AND ruAT THEN AND TiiERE IT SHALL BECOME NULL AND VOID. TiiE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFICAnONS AND DruER DATA SHALL NOT PREVENI' THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECOON OF ERRORS IN SAID PLANS. SPECIFICATIONS AND DruER DATA OR FROM PREVEI'mNG BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY DruER ORDINANCE OR REGULATION OF nilS JURISDICTION. TiiE REVIEW OF SUBMrrrED PLANS AND SPECIFICAnONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONS'ITJUI'E AN ACCEPTANCE OF ANY RESPONSIBILmES OR LJABLITIES BY GARFIELD COUN!Y FOR ERRORS. OMISSIONS OR DISCREPENCIES TiiE RESPONSI Blun' FOR TiiESE ITEMS AND IMPLEMEm'ATION DURlNG CONSTRUCTION REsrs SPECIFICIALLY wrrn TiiE ARllCTECT. DESIG}IER. BUILDER, AND OWNER. COMMENTS ARE INTENDED 10 BE CONSERVATIVE AND IN SUPPORT OF TiiE OWNERS LNTEREsr. -- I HEREBY ACKNOWLEDGE ruAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE IINITIALI: ~ 1 ......-= I (.) I Ill 0 I l~.:tL I) !o'5'1 ~~I, ,;19 'l(9{o1 ~ 35~(\o 11lbtfL(.l(, . -K.~ -K.U~ 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 me 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 Cenificate 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. 9. If you will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFJCA TE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Ce~upancy for the dwelling under building permit# ~ 9-/S--.2&U? Signature Bpapplicationoctober2006 Date VALUATION FEE DETERMINATION Applicant Address Date Elder Subdivision 3490 CR 311 Lot/Block 1 0/25/2007 Contractor Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Valuation Garage: Valuation Crawl Space Valuation Decks/ Patios Covered Open Valuation Type of Construction: Occupancy: Valuation Total Valuation 576 sf 576 sf sf sf X $74.68 1152 sf sf X $41.00 576 sf X $33.68 3200 sf X $18.00 Commercial s f X $9.00 sf X $24.00 sf X $12.00 sf X sf X sf X sf X sf X sf X Stanck/Christenson & Assoc 86,031.36 19,399.68 57,600.00 0.00 0 .00 0.00 163,031.04 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 rev iewing 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 r eviewed 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 arc requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with I 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. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 1 06.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes ./' 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks do apply. Yes v 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 v-- 4. Does the site plan indicate the location and direction of the County or private road accessing the property? 2 Yes t/' 5. Are you aware that prior to submittal of a building permit application you arc required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Departtnent stating one is not necessary? You can contact the Road & Bridge Depamnent at 625-8601. Yes ./ 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes v 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes v 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes V" 9. Do the plans include design loads as required by Garfield County for roof snow loads , (a min imum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind lo<!ds? Yes v' ------ 1 0. Does the plan include a building section drawing indicating foundation , wall , floor, and roof construction? Yes V 11 . Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses ? Yes v 12. Does the building section drawing or othe r detail include the method of positive connection of all columns and beams? Yes v 13. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes / 14 . Does the plan include an y stove or zero clearance fireplace planned for installation including 3 15 . 16. 17 . 18 . 19 . 20 . 21. 12 . 13 . make and model and Colorado Phase II cenifications or phase II EPA cenification? Yes No / Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No ,/ Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooJllS and/or baseme.ms comply w ith the requirements of the IRC? Yes v No Y . ___ ;;;....._ __ _ Does the plan include a window schedule or other verification that windows provide natural light and ventil~on 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 safe_ty glazing for these areas? Yes ../ No ------- Is the location of all natural and liquid petroleum gas furnaces, boilers and water h eaters indicated on th~an? 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 covena~ Yes No ------- Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted without it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in revocation of p ennit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Depanment prior to any a ction by the HOA that requires either revocation or substantial mopification ofthe plans. Yes ./ No ------- Will this be th;,Atnly residential structure on the parcel? Yes / No Ifno-Explain:. ______ _ Have two (2) C9ffiplete sets of construction drawings been submitted with the application? Yes &/" ·------ 4 24. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? / Yes V No ----- 25. Have you designed or had this plan desim1ed while considering building and other construction code requirements? -· Yes / No ------ 26. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes ~ No _____ _ 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes v No ·------ 28. Do you understand that approval for design and/or construction changes are required prior to the applicatio!) of these changes? Yes v No ------ 29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Pennit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permity Yes ~ No ------ 30. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in to 38-4-5003. Yes / No ------ 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 r7inspection fee? Yes V No ------ 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes t./ No ------- 3 'f. 33. 34. 35. 36. 37. 38. 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 v 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 time 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/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes ~ No _______ _ Do you know that the local fire dis ~ct 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 permit? t./ Yes ____ _ Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fee s have to be paid and the connections inspected by the service provider prior to the issuance of a C ertificate of Occupancy? Yes V I hereby acknowledge that I have read, understand and answered these questions to the , tjst ~f ~y ability. ~ ~ .~ , .1 1-to -o2 Sign'ature ofOwner Date Phone: 9 £{ ~ -,j.~ f 3 (days); ! .... 5 41M...~ (evenings) Project Name: G (J ~ ~ = _____.,...-- ProjectAddress: :3l{CZO C(.(Z ~-.3 f ( _ Notes: If you have answered "No" on any of the questions, you may be required to provide this 6 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 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. Bpminreq November2006 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, 1MC, IPC, Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof): 40PSF up to 7000ft. elevation. 50PSF 7001 to 8000ft. 75PSF 8001 to 9000ft. 1 OOPSF 9001 to 1 OOOOft. Seismic design category: B Weathering probability for concrete: Severe Termite infestation probability: None to slight Wind speed: 90mph Decay probability: None to slight Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft. elevation. Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by Building Official. Ice shield under-layment required. Mean Annual temp.: Variable Insulation: Maximum glazing U factor: 0.50 Minimum R-Values: • Ceilings/roofs R values are: R-30 stick built structures. R-38 log construction and steel rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. • Aoors R-values are R-19. • Basement wall R-values are R-10 befow grade, R-19 above grade. • Slab perimeter R-value and depth is R- 10/36in. • Crawl space wall R-values are R-10 below grade and R-19 above grade If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R -19 insulation. Common ceilinglfl oor garage to house must have R-19. Take precautions to protect plumbing in these areas. PLAN REVIEW CHECKLIST Applicant f' l~ Date t 0 ,.. '2-<), o '] Building Planning/Zoning J Engineered Foundation ~Driveway Permit ~:.~·~ ~ -~~ ~Property Line Setbacks ~ft Stream Setbacks . ~oodPlain ~Building Height __LLZoning Sign-off -tL._surveyed Site Plan -lL_Septic Permit and Setbacks ~~\-.,. ~I _V ~deffopography 30% ~Attach Residential Plan Review List ~Minimum Application Questionnaire J::4b.subdivision Plat Notes ~Fire Department Review :2' aluation Determination/Fees ed Line Plans/Stamps/Sticker ~Attach Conditions ~Application Signed ~Jan Reviewer To Sign Application --l.L.._Parcel/Schedule No. ~ 40# Snow load Letter-_Manf. Hms. _L Soils Report GENERAL NOTES: J Road Impact Fees -~OAIDRC Approval _0radeffopography 40% _V Planning Issues ~Subdivision Plat Notes , ~.,. 'llro .. /. ... ~ ............... --.:~:.::CO~ BUII.DINO AND SANITATION DI!P~ENT ---.. ---------.. PJ:allT CH.Y -STEVE SELF OOING 101 8th Street Suite 303 DESIQil ' PFR: Glenwood 8prtnga. Colorado 81801 ,.._ .. Phone (303) IMS-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT Ni 1598 Owner Janas 1<. ' Tina M. Penly System Location 3490 Cb. lti. 311, NeW castle Licensed Installer <MM~r Cc-4ql-:le s Le4uS) • Conditionat Construction approval is hereby granted for a gallon ---SePtic Ttnk or Aerated treatment unit, Absorption area (or dispersal treal computed as folloW5 : This does not conatltule a building or UM permit. Perc rate of one inch in m inutes requires a minimum of sq . ft. of absorption area per bedroom. Therefore the no. of bedrooms 1< sq. ft. minimum requirement "' 1 total of sq. h. of absorption trea. Mayweeuggeat: Fl'lqt'neet-de51fl?et! ~~feh? jJer alfqcAer/ ~ftt11,. Date ¥/~1 Inspector ~,;f/IA~~ FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Sewage Oisposal~ws until the assembled synem is approved prior to cover· ing any part. tfJ k Septic: Tank accen for inspect•on and cleaning within 12" of ground surface or aerated access ports ebove ground surftce. 0 P( Proptr materials and assembly. Of( Tr~ name of septic tank or aerated treatment unit. /J.~f:J ~pek,;,J Gnc.f-d~ VP-'1 I( 0 fC: Adequate absorption (or dtsper"ll area. Ii1rfQ.Jh/ J't!l--q lfar.J,...f!J !?/IV"' • t:? k Adequate compliance with pr.rmit requirements. t9k Adequate cotnpliance w ith County and State regulations/reQuirement5. o... iJi~As RETAIN WITH RECEIPT RECORDS •coNDITIONS: t . Alllnstallallan muat comply with all requirements of the Colorado State Board of Health Individual Sewage DlspoHI Systems Chapter 25, Article 10 C.R.S. 1073, Revised 1984. 2. This permit 11 valid only for connection to atructure• which have fully complied with County zoning and b&Midlng requirement.. Connection to or use with any dwetllng or ttructures not approved by the Building and ZOning office •hall automallcally be a Ylolation of a requirement of the permit and caute far both legal action and revocation of the permit. 3. Any peraon who canatructs, altere, or lnataiJs an Individual aewage dlspOHIIyatem In a manner which lnvolvea a knowing and material variation from the term• orspeclflcallons contained In the application of permit commits a Claul, Petty Offenae ($500.00 tine -e month• In Jail or both.). Applk•nt: Green Copy De~Nnment: l'lnk Copy ·-·---·----------· __ ........_ ____ _ -------.... . . ... • •' ---.. --------------------.---------------.. ---t ---_,.----.. -1":.------.~---~ -·--·------':' =--.. --.--.~ r · J/l j/ ~ p~tC. c::.D~j,~h .... ~ , eve ;:.etr w' . d\. • I .. ,.,.. ...... ~ ...... ' -' INDIVIDUAl SEWAGE DISPOSAl SYSTEM APPLICATION Approval by , . County Official 0\4NER i:fam£5 & . ... Ti oe 01 . :ft.hn~ . ADDRESS J'l90 Jll Rd . PHONE CjQ(,-a1~l ho!Kt CONTRACTOR N le B 1' -/.111 wk. ADDRESS . r PHONE PERMIT REQUEST FOR: <0 New Installation ( ) Alterati-on--(--) -R-epair Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes. (See page 4.) LOCATION OF PROPOSED FACILITY: County~fla..a:' JA.2,.~.,1.~...~.;t....u\d..~----- Near what City of Town ·.S,'\± Lot Size 14 .t3 A~l~ Legal Description __________________________ _ ~ WASTES TYPE: (~)Dwelling ( ) Transient Use ( ) Commercial or Institutional ( ) Non-domestic Wastes ( ) Other -Describe __________________ _ ~ BUILDING OR SERVICE TYPE: __. _________ _._ ____ _,_ __ _,_ ____________ _,_ __ _,__,__,_ ___ Number of bedrooms 0 Number of persons lo ( ~) Garbage grinder (\/) Automatic ''9sher (/) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: (~)well { ) spring ( ) stream or creek Give depth of all wells within 180 feet of system: __ ........ _..-.?-;;::;:-:..:=s-~o-' ________ _ If supplied by community water, give name or supplier:_...::/lf __ A __________ _ GROUND CONDITIONS: Depth to bedrock: t )n, k 1"\ ow ...., -~ __ Depth to first Ground Water Table: ~7-C)' ______ _._ ____ _,_ __ _,_ __________________ _,__ Percent ground slope: ____ ~~--~~/~t~~~~~~~-.----~~----~------------.---- DISTANCE TO NEAREST Cm1MUNITY SEWER SYSTEM : _ __,2=:::2:....Y:'-I..::;;~........;."'""'~.;...,'..:..· -----.------- Was an effort made to connect to conmunity system?_~N~...::~s.?~--.---------- TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: {~ Septic Tank ( ) Aeration Plant { ) Vault . ( ) Vault Privy ( ) Composting Toilet ( ) Recycling, potable use ( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, other use ( ) Chemical Tonet ( ) Other -Describe: ___________ _ FINAL DISPOSAL BY: (~Absorption Trench, Bed or Pit ( ) Underground Dispersal ( ) Above Ground Dispersal ( ) Evapotranspiration ( ) Sand Filter ( ) l~a s tewa ter Pond ( ) Other -Describe: __ WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE?__l1i,¥0:.....__, ____ _ Page 2 ~ ~ ... -----------------------···-···-------·- \ ,,-. .. ~···.=,; .... .a:~.:. i :~..;: ·';-·-~r·· .. l ·::r~···:~:: '~-~:·: ::~~··. :f ~= ..... ·-·. t ,,• . .,.~ ... ... ~ ·~ ~ ~ .. . , •. • .; : ,, ...... • ··-::.!~ . .:.:..:::~,:.: ~-=~~;~:;~~r~:~~=---~·~g~:tl~::f ! r: ~=-:;· ~.: .:;f ·: · SOIL PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer.) Minutes per inch in hole No. 1 Minutes per inch in hole No. 3 Minutes per inch in hole No. 2 Minutes per inch in hole No. ___ Name, address and telephone of RPE who made soil absorption tests:------------ Name, address and telephone of RPE responsible for design of the system: ________ _ Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposes of the evaluation of the a.;>pl ication; and the issuance of the permn i·S subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations adopted under Article 10. Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies that all statements made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further under- stand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for per- jury as provided by law. Date Signed ~'""'" 1/.. Q~ "" y PlEASE DRAW AND ACCURATE MAP TO YOUR PROPERTY ... ' $"'":~ .... ·~ .· ~, .. PERCO~TJON TEST RESULTS HOLE NO. 1 // mlnut•• p•r ··inch drop In wat•r 1•u•1 z. . . HOLE NO. 2 mlnut•• p•r Inch drop In wat•r l•u•l HOLE NO. 3 8 mlnut•• p•r Inch drop In wat•r l•Yel HOLE NO. 4 -mlnut•• p•r Inch drop In wat•r l•u•\ Nam• and addr••• of RPE p•rformlng absorption t•sts and d•stQned system lgnttur• pP . PE 12~12 ~n v~.0 !Vd Seb4. 4. R,/. P.;..l d//s&t@S Oat• I 7' ?4' 3' .. ~ -.. -- /.2:)-(} f'Q? ~,,j • ~ ?' c..:) ( ) C:".t •' ..... 0-~ . , I ..:3~' /o,-n'!C oF'" '?&& t# ,£.! o/so,.,o!t01 OJ-c. ... 2 , -~-8a:Jt>; I . .~ ;I /1 . / -;;:-~-r> r~A.~.h.,· I "':7 loVt"('u'J CJv-f Jl«t.H- :.::_ l.f ~2t IJ.~,;,../ c;;CN'/ dhu(Je r?,~ 4 II !;,,/~ ~~_..-·,<:' ~~ (• r. 1.£~21 /~,h~r/ Ct'(~/ -------· • ,Y 15-h,.) J?7>e :--;-I • /~ I rf {"' Ytrc (.) ... ' . : I ' ' ' ' ' ·.(. -: ~ 1;11 N_ Mt-~ ....... ""' ,~ ,.-: .. E;AniDI I A SEC. 13, T.6S.,R.92W., OF THE 6TH P.M. 82!24' \~ . ··~ ' D-"'-" . -t ~.CT.-. ;;\f ' _;,-----...._,_ / ---..... ,, //1 ,, ', ~ 'l(df -. PENNY II a5•!3'22" E .,.a.~· . ""-;• .~, .... ,,.~llt~:-/: •··~.-=, ..... · .. ;'r-t-. '\~~-.:, ...~\·.·. ,.~.~··.~! < ~~.: .... .,.~. t l't'~· : .. ) -~~·:-.:/-; .. ,If~t .·.. "-~· ._.,. .•• ;,f~ . .:.,:;·:i ;·~:~·: '~ ·. ' ·-I I : '-.......' N 89"571r W • -~;. .. . -• 13"JiT 1 I I J ~ I 'j-EXJSTWG ROAO I I . i --1 I I 1 I J I ·DIERKES ... ~ I .. i ...;:,< .. l ;'-}jj.·;....r-. .. 9 -"~~ ...... .·.-~::~~ .·~~ .. :~ ~~~. ·' ... • , .... __.. . "'U!<---"""'-·---.... -...i -· -~::.: ' .•.•. .. It~-.,~' ., .. ~ . ...,.~.-:-:::=-.!!'!1:;-?~-:-:-· 't t--t·.!·~ ·:.'"' ' · ... 'fit.;'" '· ? -:7-=.>' .:-,· ... ;:....;,.· l~ ,, LEGEND -i Artcllors o P.oles ~. ;.~- !' t:J. -t- ~' t ~ (r • }. ~ i :- i · -~: r ~ /_L...Sb4 ~ (Vq N1 \\ ~ Q.'tl l4.. J Q.g !:,~ 0 No 7 \V tf 1 \:1 ">\ ~ tot (f. j ~\b 3 -,..(5fiJ t'fiSJfl} I I E 0 ?J /l t.. _) o 6 h ~ I h(_,O I =# -I_\ w ?J3d (/_..., n (} J d <f U (j (I )-1 lJr.I'O 'J] r!-L;." rv rJ .:'(1 J fill .L 5 N fi7 cJ 9 (Y { CJ I/ (1 tJ .] H j_ \V.(' ?I f.. cJ 0 N s ..9 H J.. ? rv r ..:' 1'~111£' O p -1. (] .:-'~ ..:.."~ (J 'J f1 CJ n tf f--1 -p m o fll )I o f'l? w Yr u rt?(Ycf'-1 S rvcJ~'l);lJ(JJ lvw 1.1 w(}!f('7 GJ ~ Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information Assessorffreasurer Pro~rty Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Recention Search :&asjc_B_uilding_Characteristics I Tax Infonnation Parcel Detail I Value Detail I Sales Detail I Residential/Commercial ImP-rovement Detail Land Detail I Photographs I Tax Area II Account Nu~b;..-[Parcel Number II Mill Levy I I 023 II R023182 II 217913400014 II 44.581 I Owner Name and Mailing Address IELDER, KENNETH I !POBOX 1111 I IRIFLE, co 81650 I Legal Description ISECT,TWN,RNG: 13-6-92 DESC: TR IN ITHE SE BK:1857 PG:l57 RECPT:709861 IBK: 1544 PG: 17 RECPT:642224 BK: 1536 IPG :769 RECPT:640469 BK: 1524 PG:526 IRECPT:637689 BK:1519 PG:723 IRECPT:636711 BK:1501 PG:690 IRECPT:633370 BK:1490 PG:988 IRECPT:631382 BK: 1301 PG:952 IRECPT:591666 BK: 1187 PG: 119 IRECPT:563390 BK:0916 PG:0105 IBK:0728 PG:0718 BK:0687 PG:Ol66 IBK:0556 PG:0293 Location Physical Address: 113490 311 COUNTY RD NEW CASTLE! l http://www .garcoact.com/assessor/Parcel.asp? AccountNumber=R023182 4/5/2007 Parcel Detail I Subdivision: I I Land Acres: 1114.35 I Land Sg Ft: llo I Section II Township II Range I 13 II 6 II 92 Property Tax Valuation Information Actual Value II Assessed Value I Land: 95,oooll Improvements: 54,72011 Total: 149,72011 Sale Date: jjtl/25/2003 Sale Price: 11130,000 Basic Building Characteristics Number of Residential11 2 ------ Buildings: Number of Comm/Ind110 Buildings: Residential Building Occurrence 1 Characteristics TOTAL HEATED AREA: j[396 ABSTRACT CODE: IISINGLE F AM.RES- IMPROVEMTS ARCIDTECTURAL STYLE: lit-STORY EXTERIOR WALL: JILOG ROOF COVER: j[PREFAB MET ROOF STRUCTURE: IIGABLE INTERIOR WALL: IIMINIMUM 1 1 FLOOR: IIcoN oN GRD I HEATING FUEL: IINONE HEATING TYPE: IINONE STORIES: j[STORIES 1.0 BATHS: l!o 7,5601 4,3601 11,9201 ROOMS: III I http://www .garcoact.com/assessor/Parcel.asp? AccountN umber=R023182 Page 2 of 4 ~"\-r- 4/5/2007 Parcel Detail Page 3 of 4 UNITS: j[o BEDROOMS: [Jo YEAR BUILT: [11982 Tax Information Tax Year Transaction Type Amount I 2006 Tax Amount $531.40[ 2005 Tax Payment: Whole ($531.78)[ 2005 Tax Amount l $531.78[ 2004 Tax Payment: Second Half ($341.79)[ 2004 l Tax Payment: First Half ($341.79)[ 2004 II Tax Amount $683.58[ 2003 Tax Payment: Whole ($760.94)[ 2003 Tax Amount $760.94[ 2002 Tax Payment: Whole ($795.24)[ 2002 Interest Char~e $55.67[ 2002 Fee Payment ($19.50)[ 2002 Interest Payment ($55.67)[ 2002 Fee Charge $19.50[ 2002 Tax Amount $795.24[ 2001 Interest Char~e $55.38[ l 2001 Tax Payment: Whole ($791.12)[ 2001 Fee Payment ($27.50)[ 2001 Interest Payment ($55.38)[ 2001 Fee Charge $27.50[ 2001 Tax Amount $791.12[ 2000 Tax Payment: Whole ($775.72)[ 2000 Tax Amount ($3.70)[ 2000 Tax Amount $779.42[ 1999 Fee Payment ($15.30)[ 1999 Interest Payment ($46.54)[ 1999 Interest Charge $46.54[ 1999 Tax Payment: Whole ($775.72)[ 1999 Fee Charge $15.30[ 1999 Tax Amount $775.72[ http://www .garcoact.com/assessor/Parcel.asp? AccountNumber=R023182 4/5/2007 ? Parcel Detail Garfield County Assessor/Treasurer Parcel Detail Information Assessor IT reasurer ProP.erty Search ] Assessor Subset Ouery l Assessor Sales Search Clerk e Recorder ReceP.tion Search Basic Building Characteristics I Tax Information ~arc~LD_e_ti!ll I Y_alP_!tDet~il I Sales Detail I Residentiai/CommerciallmP.rovement Detail land Detail I Photog~P.hs I Mill Levy Revenues Detail Tax Area ]I Account Number ]I Parcel Number II o2a 11 R023182 11 2179134oom4 II Owner Name and Mailing Address IALAMENO, FRANK 12980 COUNTY RD 311 INEW CASTLE. co 81847 Assessor's Parcel Description (Not to be used as a legal description) ISECT.TWN.RNG:I3~8-92 DESC: TR IN ITHE SE RECPT:741888 BK:I857 PG:I57 IRECPT:7098GI BK:I544 PG:I7 IRECPT:842224 BK:I53G PG:789 IRECPT:840489 BK:I524 PG:52B IRECPT:B37688 BK:I518 PG:723 IRECPT:838711 BK:I501 PG:BSO !RECPT:S33370 BK:I48D PG:988 IRECPT:G31382 BK:I301 PG:852 IRECPT:591866 BK:II87 PG:IIS IRECPT:583390 BK:D818 PG:OI05 IBK:0728 PG:0718 BK:OB87 PG:OIBB jBK:0558 PG:0283 Location 2DDB Mill Levy 48.355 I I I http:/ I www.garcoact.cam/ assessor I parce l.asp?Parce!Number= 21781340 0 014 Page I of 4 8127/2009 Parcel Detail Page 2 of 4 7 Physical Address: JJ3490 311 COUNTY RD NEW CASTLE I Subdivision: I Land Acres: 1114.35 Land Sq Ft: liD Section II Township II Range 13 II B II 92 2009 Property Tax Valuation Information Actual Value II Assessed Value I Land: IB5.DODII 13.1301 Improvements: 82.83011 8.5901 Total: 247.83011 19.7201 Additio.n!JIJi!lue _DJ!tail Most Recent Sale Sale Date: 111112512003 Sale Price: ]1130.000 Additional Sales Detail Basic Building Characteristics Number of Residential Buildings: JJ2 Number of Comm/lnd Buildings: JJo Residential Building Occurrence I Characteristics t STORY: IJ39B TOTAL HEATED AREA: IJ39B ABSTRACT CODE: IJSINGLE FAM.RES-IMPROVEMTS ARCHITECTURAL STYLE: Ill-STORY EXTERIOR WALL: IJLOG ROOF COVER: IJPREFAB MET ROOF STRUCTURE: IJGABLE INTERIOR WALL: IJMINIMUM FLOOR: IIcoN oN GRD http:/ I www.garcoact.co m/ assessor I p arcel.asp?ParceiNumber= 21791340 0 014 812712009 Parcel Detail Page 3 of 4 ( HEATING FUEL: jjNONE HEATING TYPE: jjNONE STORIES: IISTORIES 1.0 BATHS: IJD ROOMS: 111 UNITS: IJD I BEDROOMS: liD I YEAR BUILT: 111882 I Additional Residential/Commercial Improvement Detail Tax Information Tax Year I Transaction Type Amount I 2008 Tax Payment: Whole ($712.48)1 2DD8 Tax Amount $712.481 2007 Tax Payment: Whole ($700.12)1 2007 Tax Amount $700.121 2DDB Tax Payment: Whole ($531.40)1 2DDB Tax Amount $531.401 2DD5 Tax Payment: Whole ($531.78)1 2DD5 Tax Amount $531.781 l 2DD4 l Tax Payment: Second Half ($341.78)1 2DD4 Tax Payment: First Half ($341.78)1 2DD4 Tax Amount $683.581 2003 Tax Payment: Whole ($760.84)1 2003 Tax Amount $760.841 2002 Tax Payment: Whole ($785.24)1 2002 Fee Payment ($18.50)1 2002 Interest Payment ($55.67)1 2002 Interest Charge $55.671 2002 Fee Charge I $18.501 2002 Tax Amount $785.241 2001 Fee Payment ($27.50}1 2001 Interest Payment ($55.38)1 2001 Interest Charge $55.381 2001 Tax Payment: Whole II ($791.12)1 2001 Fee Charge II $27.501 II II http:/ /www.garcoa ct.com/ assessor I parce l.asp? ParceiNumber= 21781340 0014 812712008 Parcel Detail 2001 Tax Amount $781.121 2000 Tax Payment: Whole ($775.72)1 2000 Tax Amount ($3.70)1 2000 Tax Amount $778.421 1888 Fee Payment ($15.30)1 1888 Interest Payment ($46.54)1 1888 Interest Charge $46.541 1888 Tax Payment: Whole ($775.72)1 1888 Fee Charge $15.301 1888 Tax Amount $775.721 Mill Levy_Revenues Detail Top of}age Asse~sor Da_tabase _ Search Options I Treasurer Database Search Options Clerk H Recorder Database Search Options Garfield County Home Page Page 4 of 4 The Garfield County Assessor and T reasurer 1s Offices make every effort to collect and maintain accurate data. However. Good Turns Software and the Garfield County Assessor and Treasurer 1s Offices are unable to warrant any of the information herein contained. Copyright liD 2005 -2008 Good Turns Software. All Rights Reserved. Database H Web Design by Good Turns Soft_w~_r~. http:/ I www. garcoact.com/ assessor I parcel.asp? Pa rceiNumber= 21781340 0014 812712008 I /A .. -.. f W~lO ()}(.;' ./ ro A rvt~~o M.:y Q'-' ,t.!J,.uc PcccM >-, TV Dc:LE A• !HE -.,.- G t? -.) AJf 0 f) ...._ --:----------A -~\~t_v~(t -c -~ tJJ-,y DrJ1t..!J J 1-l c {-/011\;{b 4 ooefss , .s s <;9o c I) RIJ 3 J I r-o R- N fvJ /V&u). !He CLA~Tl.0 ((} ~c_~M\..-M )07'// dNt::-n-1 £(() cR PrloY~ 170 ,_ 9' ~ (-[)J_ 13 AP Pk O\l Eu SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY Bun;;IN~~EPARTME. NT Date 4, ~ By f:l ·H7 FIELD COPY NO INSPECTION WITHOUT TIIESE PLANS ON SITE page of --yvh-~ -+o: f ,0, ~ /(/{ ~ Cor g {~SV v !I ' ~-( · s IV 24 IIOIIRS NOliCE UEQVIIUm fiOR INSI•ECTIONS BUI LD I G E MIT GARFIELD COUNTY, COLO'RADO Date Issuedllftj·~:Z ...... Zooed A:~-;~~;;;;:··········Permit No. •• J.~.?!J.. ........... . In tonsideration oftbe issuance of this permit, the applicant hereby agrees to tomply with all Jaws and regulations related to the zoning, location; tonstruttion 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 tbe zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector an~ ~MED~E6; Y BECOM~ NULL AND VOID. /J1 f!i/(/ AAI)/"c. Use l kldltitJJJ tr/' .f:;;p/4-t;> ~1f< .!->.:--~-? -;"1.--? 07v ..:5"6:3v I I I /) I Address or Legal Description ~.IN(' (r .?/1 -lt'!Jllf t fis/./.., . -·' • I' ,/1 /. • I I • /. -J.I.Js ',,....-:-' Owner < ·,'!/~ ' 1 PJJ/JPr.!? Contnc:tor ~/C(I, f/ ~r!.J/!?11 ... 01-1 I ~-::«lrllt'.f Setbacks Front Sjdc Sjde Rear This Card Must Be Posted So It is Plainly Visible From Tbe Street Until Final Inspection. INSPECTION RECORD Footing ,. Driveway r ,, I • Foundation · k .. ' Underground Plumbing Insulation tjr .2~-(} .& IJ~ Rough Plumbing 7 -z.::r-~51 C/.tU Drywall ~-~&$ (?tU_ Cbimney & Vent ~Electric final (by Stntc Inspector) ~?"''t.-# ~ w Gas Piping " ~ Final .,&L. / ~/ .. .r~ .'1-11-11 ~ Electric Rough (Dy Stale lnspcctor)~J S.C d" Septic Fin~n I I Framing 7-c: 3 -o ~~: V'~ Notes: (To include Roof in place and w· ilows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THJS PERMIT IS NOT TRANSFERABLE For Inspections Call38-l-5003 IHN Hth ~tn.•d Glt•nwnocl Spring~, Colorado APPROVED DO NOT DESTROY TillS CARD ~Date \ I }"~~ By 1-~ :ILU... -~d ~ IF PLA ~VElMr.tn CLEAR PLASTIC ~--- • 108 8th St., Suite 401 Glenwood Springs, Colorado Phone(970)945-8212 Job located at ;tfqo eR_ '3 l 1 Permit No. l o 1~ ' I have this day inspected this structure and these ~ ~ premis~ and found the following corrections needed: f.~fit:_·h~ ;f~ ~~~~~=------ z ~af;k::;~==il 0 Call for Re-lnsaection 0 $50.00 Re-lnspectlon Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for Inspection at 970-384-5003. Date S -1 :J . . ... . 20 _.'?f__,_ __ _ Building Inspector ~ Phone (970) 945-8212 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970} 945-8212 Job located at :3 <{,9'& c ·pf, S/1 Permit No. @...71 / , I have this day inspected this structure and these premises and found the following corrections needed: ptlJV LJCA I<S 7Jrr~55tt/Ct£. Ei>C AC Eo£ /(£-/A/$P//Cc7/~A/ bt/A~/e.. .sa7/2 y o A.<: , ?c'~1 for Re-lnsQ§ction 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 7-/G:: . 20 CJ 8 Building Inspector . ~ ~ Phone (970) 945-8212 " 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at --=3"--f'.</-:-""-Z-12.:..-________ _ Permit No. /e2 Zf-/ I have this day inspected this structure and these premises and found the following corrections needed: )et:J c,K aJ/t)oz _ sJ l/27( 5 --t= EIR/2 :r;lltC:- Cl Call for Re-lnsaection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspectlon You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for Inspection at 970-384-5003. Date ·~ ~ ~ ~ Building Inspector C - Phone (970) 945-8212 No. / O'J<(/ . Assessor's Parcel No~ 1 '{1-/.:5 f-(}f) .. O/l Date /If ~~ 0 7 . BUILDIN . -···· . --· Job Addre s 0 3// Co f?/b'f7 Owner · • Addressf.o.~ ll\l ~u Phone #0'13-~13 Contractor5f~/~ ~ddressf.o . &f.l5'a! 14rJ?L~I~hone # 319-J>II'O/ I .....-----RH LH Zoning ----- INSPECTIONS -~~~t~VL' Setbacks: ~~~ Soils Test ~~~~~~ Footing ~::z.s;;:;g~ Foundation:-<3~-c R ~~ . Grout Jlt'Underg_r_o-un_d_P-Iu_m_b_in_g_5-~~:-==_-o-=--~~-~ Rough Plumbing ~ -'23 -o ? ,~ Framing '"?' -?-3 -~ Insulation 7· ?>8 'OK ~ ' Roofing -'7T"~,..--=...........,,.....;~.-- Drywall ;r'-?-ttJ'B' @% ~ Weatherproofing ~ • {-'\'-... Mechanical ~ Electrical Rough (State)__..~'-"""::..____.;;...-,. __ _ Electrical Final (State) _________ _ Final /Checklist Completed? ___ _ Certificate Occupancy # --------- Date---r..-:::--::-.-----;------..--...--- Septic System # <;:'*·~ /A .3 hA.J.J._.t,..,~ Date ~{) Final ___________ _ Gas Piping Other "'f JI,:'E/15' si~ iP }i;qJIOAT/tJII lPALL. NOTES ------------- fJk -lief I I -/2. -o 7 /(Jm_ (continue on back) ···-.._· .. -~·····-· .. ___ ., ... -····--·-----·-· -··--···--·--··---·-··· --.... ~-.... ··-.. ·....-·------· -··---·---------· BLH ' INC. 33 Sarteano Dr. Newport Coast, CA 92657 94YnJS-3700 949nJS-3800 FAX ,, ,._, Structural Engineering Construction Consulling Expert Testimony 119 Touchdown Dr. Telluride, CO 81435 970/369-0600 9701369 -0800 FAX . . • 2,4'' JO B_--..:E~LL..I..L"-'\ E~R...___ _______ _ SHEETNO. __________ OF _______ _ CALCULATEDBY--------DATE ______ _ CHECKEOBY _________ DATE ______ _ SCALE --------------~---- 2. ~ ><6 ,, t>F_. c ~) J6 "c--c ·G''S.$.{i_~ GY-6-J!J}J.a vvWF ., ·I-· I ___ §l~.:·~-A-~-~ . .1-~ :_ c"~. _¥!{_!1." Q.>r-..~~ I I I I d -I -I 0 ; M! • I 2-4" x 3o" b c.o.:d.l~. I BLH: INC. Structural Engineering Construction Consulting Expert Testimony February 12, 2007 Building Official 33 Sarteano Dr. Newport Coast, CA 92657 9491715-3700 949/715-3800 FAX Re: ELDER RESIDENCE, 3490 COUNTY RD., 311, NEWCASTLE, CO Notice is hereby given that I have inspected the subject project and· have found structure to be in accordance with code compliance and sound structural install procedur~s as identified by the enclosed cross sectional sketch. Sincerely, BLH, Inc. • • ' Barry L. House I, P.E., President· i \ STANIKICHRISTENSEN -2-0.0 6 -3-4 12-0.0 17-a-12 24-0.0 2-0.0 6 -3-4 s.a-12 5-8-12 6-3-4 4x6 II D 4x6 = 3x4 = 4x6 = 8 -2-3 15-9-1 3 24-0.0 8 -2-3 7-7-11 8-2-3 P late Offsets (X Y)" IB·0-0-0 0-0 21 [F·0-0-0 0-0 21 I I I I - LOADING (psf} SPACIN G 2-0-0 CSI DEF L in (toe) !/deft Ud P LATES GRI P TCLL 40 .0 Plates Increase 1.00 TC 0.89 Vert{LL) -0.10 H-J >999 240 MT20 169/f23 (Roof Snow=40.0) Lumbe r Increase 1.00 BC 0.50 Vert(TL ) -0.23 H-J >999 180 T CDL 10 .0 Rep Stress !ncr YES WB 0.73 Horz(TL) 0.05 F n/a n/a BCLL 0 .0 BCDL 10.0 Code IRC2000/ANSI95 (Simplified) Weight: 841b LUMB ER Sheathed or 3-8-6 oc purfins. TOP CHORD 2 X 4 SPF 2 100F 1.8E BOT CHORD 2 X 4 SPF 2 100F 1.8E BRACING T OP CHORD BOT CHORD Rigid ceiling directly applied o r 10-0-0 oc bracing. WEBS 2 X 4 WW Stud RE A CTIONS (lb/size) B~1642/0 -5-8, F=1642/0-5-8 Max Harz B=75{1oad case 7) Max UpliftB=-280(Ioad case 7), F=-280(Ioad case 8) Max G ravB=2000(Ioad case 2), F=2000(1oad case 3) FO RCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B=ono, B-C=-2389/246, C-D=-191 1/257 , D-E=-1911/257, E-F=-2389/246, F-G=0/70 BOT CHORD B-J=-169/2115, 1-J=-29/1353, H-1=-29/1353, F-H=-124/211 5 WEBS C-J=-7631178, D-J=-851946, D-H=-85/946 , E-H=-7631178 NOTES 1) Wind: ASCE 7-02; 90mph; h =25ft; TCDL=5.0psf; BCDL=5.0psf; Category I I; Exp C; enclosed; MWFRS gable e nd zone; cantilever left and right exposed ; end vertical left and right exposed; Lu mber DOL=1.33 plate grip DOL=1 .33. 2) T CLL: ASCE 7-98; Pf=40.0 psf (flat roof snow); Exp C; Fully Exp. 3) Unbal anced snow l oads have been considered for this desi gn. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times fla t roof load of 40.0 psf on overhangs non-concurrent with other live loads . 5) This truss h as been designed fo r a 10.0 psf bot1om chord live load nonconcurrent with a ny other live loads. LOA D CA S E(S) Standard A WARNI NG -Verify dulgn paramet ers and READ NOTES ON THIS AND REVERSE SIDE DE FORE USE. Design valid for use o nly with MiTek connectors. This design Is based only upon parameters shown, and Is fo r on individual building component. App lic ability of design parameters and proper incorporation of component Is responsibility of building designer . not truss de~gner. Bracing shown Is for lateral support o f Individual web members only. Add itional te mporary bracing to Insure stability during construction Is the responsibility of the erector. Additional p ermanent brac ing of the overall structure Is the responsibility o f the building designer. For general guidance regarding fabrication. quali ty control. storage. d e livery, erectio n and bracing. c onsult ANSI/TPil Quality Criteria, DSB.a9 and BCSil Building Com ponent Safety lnformolion available from Truss Plate lnslitute.583 D'Onofrio Drlve .Madison,WI537 19. 7 777 Greenback Lane Suite H109 Citrus Heights, Ca 95610 R22640544 26-0.0 2-0.0 Scale= 1:46.3 .. t"LAI~ LVI...Jo\IIVI'\1 Jo\1'\ILJ VKI~I'\111'\IIVI'\1 *Center plate on joint unless x,y offsets are in dfcated. · Dimen sions are in ft-in-sixteenths. Apply plates to b oth sides of t russ and securely seat . *For 4 x 2 orientation, locate pla tes 0-1/16' from outside edge of truss. *This symbol indicates the required direction of slots in connect o r p lates. * Plate location details available in MiTek 20 /20 software or upon request. PLATE SIZE 4x4 The first dimension is t he width perpendicular to slots. Second dimension is the length parallel t o slots. LATERAL BRACING BEARING Indicated b y symbol sh own and/or by text in the bracing sectio n of the output. Use T, I or Elim inator bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section in dicates joint number where bearings occur. Industry Standards: ANSI /TPI1 : National Design Specification for Met al Plate Connected Wood Truss Constru ction. DSB-89 : Design Standa rd fo r Bracing . BCSil: Building Component Safety Information, G u ide to Good Practice for Handling. In stalli ng & Bra c ing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths 2 3 TOP CHORDS 0 a: 0 I (.) a.. 0 f- BOTIOM CHORDS 8 7 6 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS /LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA ICBO SBCCI 96-31 '95-43, 96-20-1.96-67 ' 84-32 4922 ,5243 ,5363 .3907 9667.9730. 9604B . 951 1, 9432A --® .... ------..... MiTek ® ~ ii3t(•HJ V\Z\1 V\¥\1 5 1. Ad d itiona l stability bracing for truss system . o r X-bracing, is always req uired. See BCSI1 . 2. Never e xceed the design loading shown a nd never stock materials on inadequately braced trusses. 3. Provide copies of this truss design to t he building designer. erection supervisor. property owner and a ll other Interested parties . 4 . Cut members to b e ar tightly against each other. 5. Place plates on each face of truss at each joint and embed fully. Knots and w ane at joint locations ore regulated by ANSI/TPI1 . 6. Design a ssu mes trusses Vo(ill be suitably p rotected from the environment in accord with ANSI/TPI 1 . 7. Unless otherwise noted. moisture content of lumber shall not exceed 19% at time of fabrication. 8 . Unless expressly noted, this design is not applicable for use with fire retardant or preservative t reated lumber. 9. Co mber is a non-structural consideration and is the responsibility of t russ fabricator. General practice is to camber for dead load deflection. 10. Plate type.size.orientotion and location d imension s shown ind icate minimum plating requirements. 11. Lumber use d sh all be of the species and size. and in all respects . equa l t o or better than that specified. 12 . Top chord s must be sheathed or purlins provided a t spa cing shown on design. 13. Bottom chords require lateral bracing at 10 ft. spacing. or le ss .if no ceiling is installed . unless otherwise noted. 14 . Connections not shown o re the responsib ility of others. 15. Do not cut or alter truss m ember or p late without prior approval o f o professio nal enginee r. 16. Insta ll and load vertically unless Indicated otherwise. © 2004 Mitek® A-GAB rus s R22640545 1 STANIKICHRIS TENSEN TRUSFAB,INt;., New CSsUe, C0.8f647, Ala·7n"'S"'ch"'au"'s"-te::-r ---'- Job Reference (optional) J 6 .200 s Jul 13 2005 MiTek Industries. Inc. Th u Aug 31 15:38:08 2006 Page 1 ~--------------~1~2~~~~----------------------~----------------------~2~4~-~~---------------------~ 1 2~~ 12-0~ 4x6 = Scale = 1:42.2 F s.oof12 ~~---------------~-~ T R Q P 0 N M L 1.5x4 II 1.5x4 II 1.5x4 II 1.5x4 II 5x6 = 1.5x4 II 1.5x4 II 1.5x4 II 1.5x4 II Plate Offsets (X,Y): LOADING (psf) TCLL 40.0 (Roof Snow=40.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER [P:0-3-0,0-3-0) SPACING 4-0-0 · Plates Increase 1.00 Lumber Increase 1.00 Rep Stress lncr NO Code IRC2000/ANS195 CSI TC 0.51 BC 0.31 WB 0.4 2 (Matrix) 24~~ 2~~ DEFL in Vert(LL) n/a Vert(TL ) n/a Horz(TL) 0 .00 BRACING TOP CHORD (loc) Vden Ud PLATES GRIP n/a 999 MT20 169/123 n/a 999 K n/a nla W eight: 851b Sheathed or 6-0-0 oc purlin s. TOP CHORD 2 X 4 SPF 21 OOF 1.8E BOT CHORD 2 X 4 SPF 2 100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 WW Stud REACTIONS (lb/size ) A=371/24-0-0, K=371/24-0-0, P=417/24-0-0, 0 =470/24-0 -0, R=513/24-0-0, S=345/24-0-0, T=835/24-0-0, 0=470/24-0-0 , N=513/24-0-0, M=345/24-0-0, L=835/24-0-0 Max HorzA=150(1oad case 6) Max UpliftA=-2(1oad case 8), K=-12(1oad case 8), Q=-48(1oad case 7), R=-75(1oad case 7), S=-60(Ioad case 7), T=-226(1 oad case 7), 0 =-48(1oad case 7), N=-76(1oad case 8), M=-60(1oad case 8), L=-226(1oad case 8) Max GravA=515(1oad case 2), K=515(1o ad case 3 ), P=417(1oad case 1), Q=706(1oad case 2), R=738(1oad case 2), S=499(1oad case 2), T=1205(1oad case 2), 0=706(1oad case 3), N=738(1oad case 3), M=499(1oad case 3), L=1 205(1oad case 3) FORC ES (lb)-Maximum Compre ssion/Maximum Tension T OP CHORD A -B=-288/182, B-C=-251 /97 , C -D=-194/124, D-E=-206/187, E-F=-214/244, F-G=-214/244 , G-H=-206/187 , H-1=-194/118, 1-J=-251/54, J-K=-288/18 2 BOT CHORD A -T=0/156, S-T=0/156, R-S=0/156, Q-R=0/156, P-Q=0/156 , 0 -P=0/156, N-0=0/156, M-N=0/156, L-M=0/156, K-L=0/156 WEBS F-P=-335/0, E-Q=-631/88, D-R=-639/11 5, C-S=-487/105, B-T=-967/259, G-0=-631/88, H-N=-639/115, 1-M=-487/1 04 , J-L=-987/259 NOTES 1) Wind: ASCE 7-02; 90mph; h=25ft; TCDL=S.Op sf; BCDL=5.0psf; Category II ; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1 .33 plate grip DOL=1 .33. 2) Truss d es igned for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicabl e, or consult qualified building designer as per ANSI/TPI1-2002. 3) TCLL: ASCE 7-98; Pf=40.0 p sf (flat roof snow); Exp C; Fully Exp. 4) Unbalanced snow loads have been considered fo r this design . 5) This tru ss has been designed for a 10 .0 psf bottom chord live load nonconcurrent with any other live loads. 6) Gable requ ires continuous bottom chord bearing . 7) Gable studs spaced a t 2-0 -0 oc. LOAD CASE(S) S ta ndard A WA.RNINO • Verify design parameters and READ NOTES ON THIS liND REVERSE S IDE DEFORE USE. Design valid for u se only with MITek connectors. This d esign Is based only upon paramet ers shown. and Is for on Individual build ing component. Applic ability of d esign param eters and proper Incorporatio n of component Is responsibility of build ing designer-no t truss designer. Bracing shown Is for lateral support o f Individual web members only. Additional t emporary bracing to Insure stability during construction Is the responsibility o f the erec tor. Additional permanent bracing o f th e overall structure Is the responsibility of the building d esigner. Fo r g eneral guidance regarding fabrication . quality control. storage. delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BC SI 1 Building Component Safety Informatio n ovolloble from Truss Plat e lnstitute.583 D'Onofrio Drive. Madison. WI 53719. 7777 Greenback Lane Suite #1 09 Citrus Heigh ts. Ca 95610 *Center plate on joint unless x,y offsets are indicat ed. · Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation. locate p lates 0-1/16' from outside edge of truss . *This symbol indicates the required d irection of slots in connector plates. * Plate location details available in MiTek 20 /20 software or upon request. PLATE SIZE 4x4 The first dimension is the width perpendicular to slots . Second d imension is the length parallel to slots. LATERAL BRACING BEARING Indicated by symbol shown and/or by text in the bracing section of the output. Use T. I o r Eliminator bracing if indicated. In dicates location where bearings (supports) occur. Icon s vary b ut reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1 : National Design Specification for Metal Plate Connected Wood Truss Construction . DSB-89 : Design Standard for Bracing . BCSI1 : Build ing Component Safety Information. Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses . 6-4-8 8 dimensions shown in -1 - 2 TOP CHORDS BOTTOM CHORDS 7 3 6 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE ID ENTIFIED BY END JOINT NUMBERS /LETTERS. CONNECTOR PLATE CODE APPROVALS BOCA ICBO SBCCI 96-31 , 95-43 . 96-2Q-1 , 96-6 7 , 84-32 4922 ,5243 .5363,3907 9667.9730, 9604B. 951 1, 9432A --® .... auii MiTek ® ~ ii3=!(•HJ V\Z\1 IZW\I 1. Additlona or X-bracing. is always requ re 2. Never exceed the design loading shown and never st materials on inadequately braced trusses . 3 . Provide copies of this truss design to the building designer. erection supervisor. property owner and all other interested parties. 4 . Cut members to bear tightly against each other. a.. 5. Place plates on each face of truss at each joint and 0 ..... embed fully. Knots and wane at joint locations are 5 regulated by ANSI/TPil . 6. Design assumes trusses will be suitably protected frorr the environment in accord with ANSI/TP11 . 7 . Unless otherwise noted. moisture content of lumber st- not exceed 19% at time of fabrication. 8. Un less expressly noted, this design is not applicable to use with fire retardant or preservative treated lumber. 9. Camber is a non-structural consideration and is the responsibility of truss fabrica tor. General practice is to cam ber for dead load deflection. 10 . Plate type. size . orientation and location dimensions shown indicate m in imum plating requirements. 11 . Lumber used sh a ll be of the species and size. and in c respects . equal to or better than that specified . 12 . Top chords must be sheathed or purlins provided at spacing shown on design. 13 . Bottom chords require latera l bracing at 10ft. spacir or less. if no ceiling is installed . unless otherwise notec 14. Connections not shown are the responsibility of oth· 15. Do n ot cut or a lter truss member or plate without p approval of a professional engineer. 16. Install and load vertically unless indicated otherw i~ © 2004 Miteke Re: 41 95 STANIK/CHRISTENSEN MiTek Industries, Inc . 7777 GREEN BACK LANE SUITE 109 C ITRUS HEI GHTS C A 95610 USA FAX (9 16) 676 1909 TELEPHONE (9 16) 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 Trus f ab , Inc .. Pages or sheets covered by this seal: R22640544 thru R22640545 My license renewal date for the state of Colorado is June 30, 2008. September 1,2006 Tingey, Palmer The seal on thes e drawings indicate acceptance of profess ional engineering responsibility solely for the truss components shown. The suitability and u se of this component for any particular building is the res ponsibility of the building designe r, per ANSI/TPI-2002 Chapter 2. ! ··t······· ........ ~ .. ·········-j--·· .................... 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