The URL can be used to link to this page

Home My WebLink AboutApplication-Permita Garfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Obk ZrtkP.wh, oke_ t^- . Job Address NO. g7L47 Nature of Work Buildin• Permit 1(3+ Use of Buildingil Owner. ( . / Contractor C-)ct_I&A- 9_ — C)cATh ik4iic Amount of Permit $ -54 a. a� 7/ '//-X --76--- Date Clerk 11-aa-bs qi,e,, , r GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8"' Street. Suite 201. Glenwood Springs. CO 81801 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 Permit No: Cl. -11-4.7 771 null �O/t1�O4 a �h • Parcel/Schedule No:42 /7Q- 02//- O U -702- AGREEMENT PERMISSION I5 HEREBY GRANTED 10 THE APPLICANTAS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSSUANCE OF 1115 PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE act- ULATONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30 28.201 CRS AS AMENDED THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION. ERECTION. CONST SUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VI0L TJON OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCI ES THE RESPONSI BILITY FOR THESE LEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTCTECT DESIGNER BUILDER AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST Garfom 003 few 1 HERE Y ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE IINITLALI : SC Job Address: VI wU—•--- • 1--•- l,o`r 2 Fa /b2k 6 tkrf � , -L-r- co a\ Ct Cp 3. 1 Lot Nook Block No• Subd. / Exemption:Co 2 Owner: OA\ a �ini'PL Address gn ti-10ia Ph: Wk Ph: 3(q `ltbQ .319 7f09 3 Contractor: S 4-,ne- Address IC+ r c 0 f3ILSi, Ph: Lic. No. 3tci ltect 4 Architect/Engineer: u_v 6-51-6(t. Address: 121prc t ph: Lie No. le 2,5- 7 77 L( 5 Sq. Ft. of Building: Sq. Ft. of Lot: Hel ht: No of Floors i Use of Building: trl to n. �. li U: G t4^= /1 Work 40r444 -1,n �y�.. `r-ULGLLe4 i3't - 1 7 Describe Work: 6 f/�• lily h•/• •K(M✓r. r!t/ W ((�l) • (/ 0, 8 Class of Work. .....2* --New 7 Alteration o Remove :J Addition J Move H ,J2" 10 Garage: ❑ Single 3 c -Hz_ Double Carport: ❑ Single 7 Double / tf� a Driveway Permit gssa�'* n is On -Site Sewage Tilos -=,,, ,,:r/£fv St :/ii? xi HSE v Disposal Valuation of Work: $ . r Site Plan Adjusted Valuations• Z1:3 icgo, P4 11 12 Special Conditions: A SEPARATE ISSUED THIS AUTHORIZED CONSTRUCTION PERIOD 1 HEREBY APPLICATION PROVISIONS COMPLETED GRANTING TO VIOIAT LOCAL OF C,ONSTR NOTICE MUST BE CONSTRUCTION OR IF FOR A COMMENCED THIS CORRECT ALL WILL BE OR NOT THE AUTHORITY ER STATE OR .r�S Plan Check Fee: 135Z. / 0 I �,/ Permit Fee: % . c'gCt /5— ELECTRICAL PERMR 15 REQUIRED AND BY THE STATE OF COLORADO PERMIT BECOMES NULL AND VOID IF WORK OR 15 NOT COMMENCED WITHLN 180 DAYS. OR WORK IS SUSPENDED OR ABANDONED OF 180 DAYS AT ANY TIME AFTER WORK I5 CERTIFY THAT I HAVE READ AND EXAMINED AND KNOW THE SAME TO BE TRUE AND OF LAWS GOVERNING THIS TYPE OF WORK Total �, "� ,fit J Fee: e1.•7lL • t '4 1 DatedGPermit Issued: ,_ :Z. Zi-- OCC Gro p` Const. Type: WITHIY ETHER SP ED HEREIN OF IT 5 N• PRESUME 0 c' CANCEL E •' • VISIONS O •o '• REGUTA G e• STRij'• �e THE PERFORMANCE UCTO Zoning: Setbacks: �� / L"/ Manu. Home: f" /8th ISDS No. & Fee: ap /)• , 4 133 l ` J SI'r. ria. DATE jf r f a - 'S ' B • DEPT PLNG D' - APPROVAL/•- E APPROVAL/DATE AGREEMENT PERMISSION I5 HEREBY GRANTED 10 THE APPLICANTAS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSSUANCE OF 1115 PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE act- ULATONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30 28.201 CRS AS AMENDED THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION. ERECTION. CONST SUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VI0L TJON OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCI ES THE RESPONSI BILITY FOR THESE LEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTCTECT DESIGNER BUILDER AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST Garfom 003 few 1 HERE Y ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE IINITLALI : SC 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 IBC 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, anchor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE 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 Certificate of Occupancy for the dwelling under building permit # `1 rig/7 Arrir Signature Date BpcontOct2004 VALUATION/FEE DETERMINATION Applicant Address 33 Date //-/� Finished (Livable Area): Main Upper Lower Other Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation Decks/Patios: Covered Valuation Open Valuation 1100 't 1 qc x Total Valuation 79 Subdivision #Rif k K Lot/Block Contractor eg _ 23b+EN�7 Zg373C'.841 4. 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. 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: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks do apply. Yes '/ 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes tV 2 7 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes ,/ 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes ✓ 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction Yes 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes l/' 11. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes \/- 12. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes ‘7-- 13. / 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No Lr f 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No ✓ 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes ✓ No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes 1/ No 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 these areas? Yes / No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No 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 wi out it. YesNo 21. Will this be the only residential structure on the parcel? Yes No If no -Explain: 22. Have two (2 complete sets of construction drawings been submitted with the application? Yes 23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes No 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 zone district? Yes ✓ No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes ✓ No 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes ✓ No 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well 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 7:30 a.m. to 3:30 p.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 $50.00 re -inspection fee? Yes No 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes V No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes No 1 33. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. / Yes No V 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes l No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the ParcellS 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 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes No (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes ckngwledge that have read, understand and answered these questions to the Phone: / 9 7/ (days); Date 3/? %(°?? (evenings) Project Name: Thin tort_ domt- p/6 g' arb ke,.t Project Address: LCT t k Gr,Ti1 t C5 t to, ke Or 5 ei c -f- , ca Coe 31 7f+ Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application 6 may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. BpminreqFeb2005 v • Basement wall R -values are R-10 below 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 ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. PLAN REVIEW CHECKLIST Applicant -i Hippo Date /7/7 -C(5— Building Planning/Zoning EE gineered Foundation i/droperty Line Setbacks Driveway Permit Oft Stream Setbacks eyed Site Plan 0 ie. -Flood Plain /Septic Permit and Setbacks ✓Building Height :--rade/Topography 30% !/L'oning Sign -off tach Residential Plan Review List &/iWoad Impact Fees —/Minimum 1 Application Questionnaire 1/ITOA/DRC Approval ib Subdivision Plat Notes vCrade/Topography 40% 1‘1, I-1 .Fire Department Review canning Issues ✓Valuation Determination/Fees Subdivision Plat Notes Red Line Plans/Stamps/Sticker ✓Attach Conditions --/Application Signed (/` "an Reviewer To Sign Application P tel/Schedule No. C/40# Snowload Letter- Manf. Hms. 6144 Soils Report GENERAL NOTES: Jul. 10. 2006 1:17'M COLDWELL BANKER WLH • 0 coLweis BAN K es No. 6915 P. 1 WESTERN LAND & HOMES TO:117FROM: L29/ 5Z n2/'/ - COMPANY: 6711F--r-G40 674' DATE: 7 272-0c' FAX #: 3 g zit .3477o PAGES: Gave. -7 6 RE: g? 7- /4o/'Ti7-5 s c --(77497- ija6 vv 4 ui�a /9c 6/9-5 f/,44.r/A 5 r c tom --L/° 800 AIRPORT ROAD $ucrE 3 RIFLE, CO 81650 OFFICE: (970) 625.8375 Fa: (970) 625.8.378 DIca WWW. COLDWELLBANKER. COM coLnweu. HANI(eR 3 WESTERN IAND B HOMES RECEIVED JUL ' 0 2006 GARFIFOQ B��LDING&En'ti TY TjJul_ 10. 20@6 1:17PM COLBWEEE BANKER WJH 6181 ROAD i35 10. NEW CASTLE , CO 81647 moo (978) 984.2336 Fax (970) 984-3533 Project: STAMPEL RES. Model: Block No: Lot No: VALLEY LUMBER P.O BOX 1579 BASALT, CO 81621 No. 6915 P. 2 Production List Sob Number 3664 Page: 1 Date 01-11-2006 - 2:15 58 PM Project to. 3664 Contact: Site: Office: Name: Phone: Fax DAVE SAMPPEL 625.8375 BUTCH (970)927-3146 927-3706 Tenwwe Deliverthalk Deliver To. Account No VA Dniplar: THK Salesperson: TROY KELLEY Quote Number: 3664 P.0 Number 123347 Profile: Qtr 21 9 2 Truss Id A Al A -GAB Span. 36-5-8 2X6f2X4 36-5-8 36-5-8 Truss Type COMMON 2 Roos LatBracc CATHEDRA/ 4 Rows Lat Brace DROP GAB (2X6) 1 Row Lai Brace Slope: 6.00 000 LOB 0.0-0 6.00 0-0-0 300 600 0.0.0 0 00 RO1i 0-0-0 0-0-0 0-D-0 Built By: -Jul. 10. 2006„ 1:17PM COLDWELL BANKER WLH ICOM J 21 Ply No 6915 Job Rekralce (otmoral) RI 913834041 TRUSFA9. INC . Naw Gaal Co 8107 9-5/ 9-3-0 18-2.12 272-3 5303 a 33113 2005 Airs indusrlm. Int Wed Jan 11 133931 2886 03331 8.11-12 600 12 553 = 8-11-12 38-5-8 33.0 5112 = 93-0 9381 584 I K 4x8 = 164-12 96= age = 27.2-8 11 0411 0-11-12 0-11-12 38-5-8 9.3-0 5812 = Sub. 1870 Plete Meets (X,Y) jP:Ob2,0-0-71, 1G:0-0-2.0 71 LOADING (psi) TCLL 40.0 (Roof Snow ---40 0) TCDL 10.0 BCU. 0.0 BCDL 10 0 SPACING 2-0-0 Plates Incise 1.00 Lumber Increase 1.00 Rep Stress Inc' YES Code IRC2000/ANSIOS CSI TC 0.99 BC 975 WB 0.75 (Matra) DEFL in (roc) I/defl Vert(LL) -0.25 A -L >999 Vert(TL) -041 A -L >999 HGn2(TL) 0 15 G Na L/d 240 130 Na PLATES M120 Weight. 161 Ib GRIP 189/123 LUMBER TOP CHORD 2 X 8 SPF 1850F 1.5E BOT CHORD 2 X 4 SPF 2100E 1.8E WEBS 2 X 4 SPF 2100F 1.8E'Except' B{2 X4WW Stud. F-H2X4WW Stud WEDGE Left 2 X 6 SYP NO2, Right 2 X8 SYP No.2 BRACING TOP CHORD SOT CHORD WEBS Sheathed or 1-11-14 oc purlIrts. Rigid ceiling directly applied or 10-0-0oc bracing 1 Row at midot B -J. F -J REACTIONS (Ib/sae) A=2160(0-58, G4160)0.5A Max Hoz A=-123(0ad case 5) Max UPI16A=-240(bad case 7). G=240(load case 8) Max Gm A=2520(Ibad case 2). G=2520(bad case 3) FORCES (Ib) - Maximum COmpresslanlMaximum Tension TOP CHORD A-Mr.4194/345, B -M=-3867/389. BL=2814%276. C -D'-2408!312. DE=2406/312, E -F=-2614/278, Ft1=3687(389. G -N=4194/345 BOT CHORD A -L=250/3509. KEG259/3509, JJ(=259/3509. I -J=211/3509. H.I=-211/3509, G -n -211'3509 WEBS B -L4/378. D -J -1055/1284, F -H=01376. B -J=18171239, F -J-1817240 NOTES 1) Wind: ASCE 7-02; 90mph: ha251t TCDL=5 Opt BCDL=S Opsi Catenary II: Exp C; enclosed; MW FRS gable end Zone: carIGlever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate gnp DOL=1 33. 2) TCLL ASCE 7-98. Pt -40.0 p5f (flat roof snow). Exp C; Fully Exp. 3) Unbalanced snow loads have been considered for this design. 4) Thls puss has been designed toe 10.0 pal bottom tlgrd live load nonconcurrent with any other live loads. LOAD CASES) Standard £ ARIIBIG - VQUp da 19. paraaaere and AEAD NOTES OR »RRO ARCM= SIDE SSPOBE pia Gn void for use only wilt Mme11 w • s..Iva lhls demon u bae0 only tgon parameters Brown, arld if for an hdN.dud building component AppscobIny or dedgn parameters aro proper incorporation ocornponenl a lasppniWr+y of brdidfg dnagrler-'for truce 0SS9rer Bracing shown Ls Tar loetol export o8 Indyldual wet, rtxvnbers prof. Additional temporary oleeng M 'ware stobldy d.singcOretn.Cgn bead 3a5pore,b413 at the erector Addltionol perri-cl911 bracing of ire overall slructule le me responsibility of Me building designer For general Guidance roe/aiding robnat,non, qually coned, storage, delivery, areal*, and bladrp. oanws AN51/ Ph1 B11a91y GlaiO. 056-09 and BCSII BullAng cetrperwrd Salary Information ovolobs from MUM Rare InaNNe.683 D'Onoeb Drtve.Mabaon WI 53719 January 12,2006 7771 Greeterk Lana 91110 3103 Glrus 1-19MJI00 03 95510 MIT k° Jul. 10. 2006; 1:17PN—COLDW=L_ BAN(ER WLH 3634 Al TAV3FA8. INC I4e Castle talus • 55-14 CAiaEGRAa 54.14 16-11-0 182.9 51.5 1.34 598 = as4 11 600112 27-2-5 Nc 6915—P 4— R196351031 Jab Reference (oprCnd) 8200s J4I13Aas Iris opus/nos. Inc Wed Jen 11 13.35.42 2006 Paget 8-11-12 39-5-0 930 5aa Baa 19-11.! 8-3-0 27-2a 104-0 1 3841 930 Scare- 1675 Ie Plate Offsets (X.Y) fAO-170-2-8]. ID 0-2-4 0-2-0] 11:0-0-2,0-0.71. IJO-38,0-2-0L IL -0-11-0,0-241 j4:0-5-0 0-5-81 LOADING (pal) SPACING 24-0 LSI DEFL in (loc) Ude( Ltd PLATES GRIP TCLL 30.0 Plates Increase 100 TC 0.74 Vest(LL) -035 L -M >999 240 MT20 169/123 (Roof Snovr=40,0) Lumberinerfase 190 8C 078 Vert(TL) -0.51 L•M >848 180 MT16 116)127 TCDL 10.0 Rep Stress Inc: YES W8 095 HORjTL) 0.27 1 We Na BOLL 0.0 BCOL 10,0 Cade IRC2000/ANSI95 (Matt) Weight 1881b LUMBER TOP CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD 2 X 6 SPF 2100F 1.8E *Except* K-L2X45PF2100F 1.13E. I -K 2 X 4SPF 2100F 1.8E WEBS 2 X 4 SPF 2100F 1.BE'EXapt' B -M 2 X 4 WW Stud, K.J 2 X 4 WW Stud WEDGE Right X6SYPNo.2 BRACING TOP CHORD Sheathed or 3-0.13 OC Outline BOT CHORD Rigd ailing directly applied or 10-0-0 m bracing WEDS 1Row at midpt D1.,E-1,F-L,FJ REACTIONS (Ibtalze) A=2160/0-56, It2180/0-58 Max Hort As-124(1oad case 5) Max UpIifA=240(load case 7), 1=240(load CaSe 8) Max GrayAe2.520(load case 2), 1=2520(load case 3) FORCES (Ib) • Maximum Campreswv)4eldmum Ten*lo TOP CHORD A -B=75721721. 6-N=-87881560, C -N=8654/504, C-0=-0460/579, D -E=2650/320, E -F=23321326, Fi-3901/545, GH= -4227)509, 1-140=-36501364. I--4mf341 BOT CHORD A -M=63178628, L -M=-266/40$2, K -L=5512146, Ja(=-5512146, 1.6.209/3490 WEBS B -M=4761240, 04-23313513, 0 =-2713)274, E4=-374/592, F1=252J1555. F -.F-297/2244, HJ=•13911303 NOTES 1) Wind: ASCE 7-02; 90mph: h=25ft TC0Le5.0esf. BCDL=5.0p f. Category11, Exp C; enclosed; MWFRS gable end zone; carmlever left and right exposed ; eM vemcal left and light exposed; Lumber DOL=1.33 plate gap DOL=1 33, 2) TOLL: ASCE 7-98, Pf--400 pd (flat roof snowy, Exp C; FON Exp. 3) Unbalanced anvil loads have been oons4dered for 6113 design. 4) This truss has been designed for a 10.0 psi bosom chord live load nancancurrent with any other INe Toads. 5) A8 DIMS are MT20 dates unless otherwise indicated. 8) Bearing et )olntle) A considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. LOAD CASE(S) Standard WIr00 - very swarm and READ Norm dN 18IR AND REVERSE SIDE SE_xOR6 Ifl. n wild for use onN wllheMlf k aonnecRn ms deign a bled any Wort paraneten 4110Wr1 and a br an ndwlduy bjlldln9 comoorent App9Cabhry or meson parameters and prayer Incacparolgn or component Ls respon'bIM bt bulovg designer- n0t rn st desgner.i3sodng ahem LS fa Ipteral support of Ind4dual web manners only Aadrrbrgr temporary back to Insure comity axing Cosh]clon b the responsibility of the 451e0104 ArYlebnol permanent bracing of the owe/ 97nrclur9 a 44,9 naspomlblllty of the b IIdIng designer For general pudance regarding fobdcallon. auerly cont, slwope. delivery. 'recto and bracing consul ANSI(T1 Quality Cream]. 09889 dna 8611 Eu,ldig Component Sorely IHormance owbble ham Truss Pale Ineteure 593 D'Onoep ?..e. Modbol W153719, January 122006 7777 G,eena&at Lane Sum !1rr4t Su09 Olive Heights Cd 15610 MiTek® ir—Jul. 10. 2006 1:18FM COLOWELL BANKER W" H 7661 IA-C?e 7AUSFA6. INC Nei Ces9e F.P 81647 DROP GAB (2X6) CRY .2 Hy 18-2.12 No 69.5 P 5 R19583406 Job Reference log ) 6.200 a AA 132006 lrl wares, me Wed Jan 111334.132086 Ppeel 3858 16.2.12 800 Pi 545= 182-17 Side -1666 N( M Al All AG AF AE AD 3x6 = 7854 34 = 3648 Plate Offsets (7S,YI_ LAB 0-2-0 0.181, LAH4-2-0,0.1-81 LOADING (psf) TCLL 409 (Roof Stow -40.0) TOOL 100 BCLL 0.0 BCDL 100 SPACING 2-04 Plateglncrease 1.00 Lumber NCrease 100 Rep Stress Incr YES Code IRC2000/ANSI95 CSI TC 0.08 BC 0.04 WB 0.54 (Maw) ['EFL in (oc) Vde8 Vert(LL) Na - Na Vert(TL) Na - Na Hort(TL) 0 01 U Na Lid 999 999 Na PLATES MT20 Weight 183 Ib GRIP 169(123 LUMBER TOP CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD 2 X4 SPF 2100F 1.5E OTHERS 2 X4 WW Slud 'EXpepr K -AE 2X4SPF 2100F 18E BRACING TOP CHORD BOT CHORD WEBS Sheathed or 6.0.0 a purlins Rigid ceiling directly applied ar 10-0-0 oc bracing TBrace: 2 X 4 SYP No,3 - K -AE Fasten T anon I braces to narrow edge of web wen 103 Common wire nails, 9'n o.c Nth Gn minimum end distance. Brace mist cover 90% 0f web length. REACTIONS (Ib/sbe) -8=101/364-8, U=101/36-5-8. AE=234/36-5-8, AF=21913858. AG244/36-5-8, AI=240/36-58. AJ=240/38.5.8, AK=240/36.58. AL=242/3858, AM=234136-58, AN=265136.5-8. AD229(363-0, Ate -244,'36-5-8, M=240/36-6-8 Z=240/36.58. Y=240/3858. X=24213658, W=234135-58, V0265/3638 Max HarzA=1184100d ase 5) Max UpIrftA=9(load ase 5). AP=-20(load case 7), AG=-37(load case 8), AP32(lad lase 7), AJ=33(load case 8), AKt.38(bad case 7). AL=82(Ioed are 7), AM=-63(Ioad ase 7), ANa-71(load case 7), AD=20(laad case 7). AC=37(loed case 8), AA=-320oad ase 8), 2=-33(IWd ase 7). Y=46(10ed ase 8), X=92(lad ase 8), W =mow case 5), V=-71(lad case 6) Max GrevA=140(Iced case 2), U=140(Ibad ase 3). AE=234(oad case 1). AF=347(lad case 2), AGe351(oad ase 2). Alz346(lad ase 2). AJ=347(lad ase 2), AK�468ad ase 2), AL449(load case 2), AM=338(oad case 2), AN=383(Iad ase 2). AD=347(lad ase 3), A351(lad ase 3), AA-346(lad case 3). Z=347(oad case 3), Ya348(1QBd ase 3), Xa3496oad ase 3). W=338(bad ase 3). V=383(lad case 3) FORCES (Ib) - MaXimum Compression/Maximum Tensor TOP CHORD AB=146153, B-@-117152, C--09/66, D -A 89/75. E -A0=-66!79. E -F 9193, F -G -8 9, G41=-231107, H-10881139. I.H-901172, J -K --9W199, K8=90/199, L 901172, MN -881139, N- -23/105, 04.8998. P -0---89f74, 0a1P=20/40. R -AP -8W38, R5=88149, S -T=90147, T -u —108153 BOT CHORD AnAl4=0/111, AM -A N031111, AL.AMr/111, AK-AL4L1/111. Al-AK=0l111, AI-AJ=O/111, AH -A141/111, AG-AH4)f 111. AF-AGrO/111. AE-Ak0l111, AD-AE=0/111, AC -40=0/111, AB -A-0/111, AA-ABs0/111, Z4A-0/111. Y-21(111, X-Y=D/111, W -X04711, V -W43/111. U•V0,r111 WEBS K-AE=19410, J -AF -.307/40, FAC=311)57, H-AI=306152, F -A.307(52, E -AK' -307/56, D-AL4-307/82, C -AM 304,85, B-AN=320185. L -AD -407140, M-AC=311/57, N-AA=306152. P-Zt-307/52, 0-=307/50. R -X307182. S -W=304/85, T -V=820/85 • NOTES 1) Wind ASCE 7-02; 9omph: ha2SR TCDL-S.Opst BCDL=5 Opst Category II; Exp C; enclosed; MW FRS gable end zone; antllever left an right exposed ; end Yenta' lett and nght exposed; Lumber OOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind oadS In the plane of the truss only. For etude exposed to wind (normal 10 the face), see MfTek 'Stan End Detail' 3) TCLL: ASCE 7-98; P1=40.0 piglet roof snow), Exp C, Fully Exp. Continued on papa 2 e'ARI6o10 . Verify &Myr wnwdae and READ MOILS Ore TIPS AND REVERSE MDR BEFORE USE. vats br use only with WO corneclan ThV design is based only upon poromefers taws. arta 4 tx an Intlldnl but Co(n ons. . AppN 31211Y o1 design pat noten ond proper hcoparalon Of [anporanr 6 reppe body of bolting designer - not Mae deConer Brae ng Shown for latsed appal of Indl,.gyd web members oty.Aeilkonol temporary Nixing to .aura stobl$y durhg commuctor k me responsibility of The erector, Addlnonar permanent bracing of the overall stucture a the resporWbllry os true bucking des goer For general guidance regarding fobhcaton. cutesy cce0r.etOrOBe, Celr.ary erecttin and bracing corer ArGPNI Carairty Cnranu, 08899 and SC91 eroding Component Safety et nnaton available torn TANS Pore IrwMWe 583 D'Onomo Erne, Manan, WI 537'9 January 12,2006 7777 Grevnbd Lone Surto 8109 Clete Herat Ce 95810 MiTek® Jul. 10. 2006¢, 1.'8PM CO_)WE _L 3ANKER 'NLH DROP DAB 777f5) 2 .bb Reference (opera) TRUSFA13.p4G. New Castle.c 71547 8.200 s Jul 132005 Welt edueglee Inc No. 6915 ° 6 NOTES - 4) Unbalanced snow bads have been conedered for this design. 5) This truss has been designed for 10.0 psf bottom Glad Ince Ioad rpnrnncurtent with any other live Toads 6) All pates are 1.5x4 MT20 unless otherwise 1ndicateed, 7) Gable requires dmbnuous bottom chord bearing. 6) Gable studs spaced a12-0-0 ac. LOAD CASE(S) Standard A -AMBO -Vey* de.rpa parameters and ;MAP NOTES OK MS AND PEYAEt sips esPOse Yah. —6eeri^ wad br use aril/ with Maes cuner-45f nms anon Is based orvy upon parameters snows, cab is for an r4Mdud building compone+f Appl00bJ8y of deign parameteraand properincorporalbn of component m reaporlmbaity of budding designer- nor truss deagner Bracing shown 4 ra lateral appod of IniMbuol web members orgy. Are:bond temporary mooing to Insure stoWrly Sting carelruclbn s roe resporulbfny of tee erecta Addiflonot permanent bracing of a10 overall slnplue Is the relp0nsIblllty of The la Warm deagner. For general guidance rearming Wiccfgn, qualify conhal. starve. demons ereclun and bracing. consult ANWlfl' Qualify Gloria. 05949 and Ball Bulldog Component Safety inbrrsgson mailable from has Pate Ir6MRde.683 O'Onafna DMe.Maaaon, WI 53719 d an 919883006] en 111P34422006 Paget J 7TI7 Grewbace late 5ulle s1W Gins /mos. Cl 956101 MIT k® Jul. 10. 2006 1 18P COLDW_L_ BAN(ER W_H MiTek® Re: 3664 Na. 691 5 P. 7 MiTek Industries, Inc. 7777 GREENBACK LANE SURE 109 CITRUS HEIGHTS CA 95610 USA FM (016) 6761909 TELEPHONE (916) 676 191:0 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Trusfab, Inc.. Pages or sheets coveted by this seal: R19683404 thru RI9683406 My license renewal date for the state of Colorado is May 31, 2006 January 12,2006 Yu, Ray The seal on these drawings indicate acceptance of professional engineering responsibility solely for the miss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSIICPI-2002 Chapter 2. r?d 5k" GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT Permit 413 3 Assessor's Parcel No. 0Z/79 -au- 0o -7e?..... This does not constitute a building or use permit. PROPERTY Owner's NameetYl Pf Present Address$S0 M1 dCot' 44t c 59 Phone3 a o9 3f° Ken _/4-Gel6 5 a—_ System Location 763 r Voke U. Legal Description of Assessor's Parcel No SYSTEM DESIGN Septic Tank Capacity (gallon) Other 2-0 Percolation Rate (minutes/inch) Number of Bedrooms (or other) 7 / (' ' "C 0,1791- all- oo - q oa_ Lon /ee f Required Absorption Area - See Attached Special Setback Requirements: Date -fY- �-?Y_ci-.? Inspector /9Z7 e) Ileo l r Qin 4:Kpoi FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity -T- Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface y-�- 0,44j/ Oxfs J Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other �1 / b ��. , 'y,/ %;{ �� /j Date J/19' / / D Inspector /��M1"- tA: / "at.__/__ RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE •CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C R.S. 1973, Revised 1984 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I. Petty Offense ($500.00 fine — 6 months in lad or both). White- APPLICANT Yellow- DEPARTMENT INSPECTION WILL NOT BE MADE UNLESS • THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued11lig. Permit No 4 bS.Zoned Area (7 . AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, 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 structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use i T On LW, WJ Clr�i • t 4 - • ePQ• _/moi - • - Address or L gal Description Owner M i Contractor CW/khV Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. 01 90 BRoteEX Vck . p(, INSPECTION RECORD Footing i • S -0 to Driveway Foundation (. 0-0(0 TIE A A- Underground Plumbing Insulation 74o-06 --A Rough Plumbing Sa33-0 . 9- Drywall siz _06 /9_70` Chimney & Vela/7-17_0A 06 O Electric Final (by State Inspector) Ir. Gas Piping As_ j3-`alo Final /Z -/-p6, Electric Rough (By Stale Inspector) .A�_ Septic Final SAM km_ Framing 7 -lei / (To include Roof in place and Windrows - and Doors iostalkd). , Notes: 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 Call 384-5003 108 8th Street Glernsood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD Date By IF PLACED OUTS' 6E -COVER WITH CLEAR PLASTIC