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HomeMy WebLinkAboutApplication-Permit.pdfGARFIELD COUNTY BUILDING PERMITAPPLICATION 108 8'' Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 Permit No: Parcel/Schedule No: 7407.,. /24-01-0! 1 .lob Address: ! eittri 1 Lot No: Block -flip: / Subd. / Exemption: % 1'/ 7 D '1Ec(�. cr .. .f 2 Owngqr: /�, Address Ph: Wk Ph: !(l a, /. /Or/' Se rDC.1 45, 285.---71 I 085-28.9-2- 3 Con ctor: Address: Ph: Lie. No. 4 Architect/Engineer: Address: Ph: Lie. No. •-^ f /4 --- Fi Sq. Ft. of Building: Sq. Ft. of Lot: Height: No. of Floors: /357) ;72.. 6 Use of Building: , ,Q,'%11+ %-", � 5�_ 7 Descrl a Work: r• At Tek - r Cit46 26_0' r. J .409 5 w 8 Class of Work: ❑' NewAlteration o Remove U Addition D Move 9 Garage: U Single Carport: 0 Single ❑ Double D Double 10 0 Driveway Permit 0 On -Site Sewage ❑ Site Plan Disposal 11 Valuation of Worls:% , —3 Adjusted Valuation: J� �� O CO 12 -`11 � Special Conditions: NOTICE Plan Check Fee: Permit Fee: A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO.g . 7 j (r 321.25- THIS PERMIT BECOMES NULL AND VOID W WORK OR CONSTRUCTION Total Fee: Dated Permit Issued: AUTHORIZED I5 NOT COMMENCED WITHLN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 5 30 i I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS OCGroup: Const. Type: APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT, ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE 9 e� COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE Zoning: Setbacks: GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRU ION OR THE PERFORMANCE OF CON ']'RUCTION. Manus Home: ISDS No. & Fee: G. " i T. PLN,+ APPRO /1 ►TE _ APPR:''s/D$ r. Ai AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLIC AS ER 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 THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED HY 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, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE 1T 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 VIOLATION 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 LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICLALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED 1'O BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Garfom_003 ,/j_ 1 HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE IINITIALL: wr / /j ).0 21.9l ins PLAN REVIEW CHECKLIST Applicant 0145/41-AK/CI( a Date '5 _2 0 Building ,lq Engineered Foundation Ai- g Driveway Permit xi, Surveyed Site Plan Septic Permit and Setbacks Grade/Topography 30'/0 c...'Attach Residential Plan Review List .—Minimum Application Questionnaire Subdivision Plat Notes ILtii Fire Department Review L.,.. Valuation Determination/Fees Id Line Plans/Stamps/Sticker Attach Conditions Application Signed Plan Reviewer To Sign Application (..--IParcel/Schedule No. 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees 4-40A/DRC 0A/DRC Approval Grade/Topography 40% Planning Issues Subdivision PIat Notes 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. 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 corner 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 0()-#- 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 nj A. 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- N i{ 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes -,q - 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 - h/t} 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 4)11 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Y) 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? es �� 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yew.) 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Y ` 11. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes /I 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 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 Nb i 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 , 7 windows from sleeping rooms and/or basements comply with the requirements of 5— the I — the-I C? Yes 2 No p-JlD\`Jk_ 649 20,/,&)).(11-' 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? F / ( Yes 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. -A5 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 without it. Y .s No 21. Will this be the only residential structure on the parcel? cis No If no -Explain: 22. Have two (2) complete sets of construction drawings been submitted with the app cation? t Ye 23. Do you understand that the minimum dimension a home can be on a lot is 20ft.widg and 20ft. long? Yes 4,1 4- 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 t our properties zone district? es 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? No 27. Do you understand that approval for design and/or construction changes are re s wired prior to the application of these changes? 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? 'es 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. CsTT 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? es 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? es_= 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 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 --k) No 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person per rming the work will be required at time of applicable inspection. No �_— 35. 36. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes No 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 rading permit? Yes - — I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Signature of Owner Date Phone: (evenings) Project Name: (days); -_' ggir0rIp/ /2 74 6 S Project Address: / '/ /(c) ri C h ti ' l` 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 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. BAT LEMENT MESA SERVICE ASSOCIATION ARCHITECTURAL COMMITTEE APPLICATION & CEECKLIST (Short Form for Repainting, Landscaping or other Minor Projects Only) Homeowner: Wa n . Gt Iei��tii�q Home Mailing Address: 401.4 Home Phone: an - Work Phone (ifdesired): Project Address: Sc,n•,e.. Lot: Block: Subdivision: Submittal Date: 3 j -I /o5 Estimated Start Date: 3/3o /05 Estimated Completion Date: / 30 / o5 PLEASE PROVIDE A DESCRIPTION OF THE PROPOSED PROJECT WORK ITEMS THAT ARE INCLUDED IN THIS SUBMITTAL APPLICATION: 1. 2. 3. 4. 5. 1-1EN•Se. • .1. aye- rhan.i house:, c.. o«r s • b- 11,4;), )- vitt, 0 L' U r,_ roof'• 40Y hik&SC. pridncci ram Mf 0. c-kre t'IC-(Q iq-kr.e . •.. _ 'f: k. Ip., • 1 M .ki 14 G vet a II 'rhe. re: j cchok oriv-.21l skrr- X \r- 1 •lltefi me,,-„. -'hexc 'ore_ 11r0- Pv-KN' o.re, r`cAcx' "*" i}►'1 n^t-6:+wh eG:c 4 •{ „(.-trr: wry rrt-rAitrI nig( hoNe, vck5i-k t LYIkrenV.. 4%1 L0t4h cli4/01C, of SUBMITTAL REQUIREMENTS: Two copies each of items 1, 2 & 4 need to be submitted. (Check off items attached to the Application and fill in the spaces, as indicated.) A 1. Site Plan Drawing (1" 10' or 1" = 20' scale) with the following information shown: Lot, Block and Subdivision Name. set_. + Chi Is a 1-0 t 1 rn c.n MnAttd ex ti4 Street Address of the Project. Building setback Lines (also fill in the shortest distance between property line to the,exterior waIl closest to that property line): Dwelling Unit Garage Front Setback: feet feet Left Side Setback: feet feet Right Side Setback: feet feet Utility Easements. 55' Clear Site -Line at Intersection of Corner Lots. Placement Location for Outbuildings, Patios, Patio Covers, Decks, etc. V 2. Architectural Drawings (1/4" = 1' or 1/8" = 1' scale) with the following information shown: Outbuildings indicating dimensions, elevations and overall height to ridge line. Patio and Deck Cover construction details and dimensions. 3. Exterior Materials (fill in the selections below): / Roofing Material: P1Color: SGme o. >' Primary Siding Material: tY1 USo k. Color: S,'kfln e c N x i t -i r10 V Accent Siding Material: ;' �-_ =�� '� Color: SAmy-. Ac . D3 3 may` - /. Adopted and Effective February I, 2002 Y� Trim Material: C) c',ir' Color: 5 i1M Masonry Material: Color: A4 Stucco Material: Color: _Front Door Material: Color: /t)i Garage Door Material: Color: COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE /U /- 4. Landscape Irrigation Plans with the following information: Planting Plan (indicate areas of irrigated lawn, tree placement, shrub beds, groundcover, etc.). Plant material Listing by species of trees, shrubs and grasses. Groundcover Materials including weed control barrier. 5. Fences with the following information: Location. Height. Materials of Construction and Style. k7.- 6. Other Improvements (decks, patios, site lighting, flag poles, etc.). 7. Variance Request (if Applicable). Give details below. I/We hereby acknowledge that Home Remodel or Improvement Projects or Landscape Construction features which are built in non-conformance with this full application, including the Conditions of Approval noted on Page 5 of 5 herein, I/We will be cited by the BMSAJAC in written citation form at the time of discovery. In extenuating circumstances a Variance may be requested from the BMSAJAC, provided such Variance request item is within the purview and approval jurisdiction of the BMSA/AC. Ifa Variance is not granted by the BMSAJAC and if the Non -Conforming Item(s) are not corrected within 60 days after the date of written citation, I/We will be served Notice of a Hearing before the BMSA Board Adopted and Effective February 2, 30113 of Directors, and if I/We are found in violation of these Non -Conforming Items at the HearinglfWe will be fined a minimum of 5500.00 per Non -Conforming Item. Notwithstanding the foregoing, I/We acknowledge that the BMSA Board of Directors and/or Architectural Committee may pursue any legal remedy available in the event of a non-compliance. Failure to pay fines levied as determined at the Hearing may also result in a Lien being placed on your property or a litigation process initiated by the BMSA Board of Directors to secure conformance with this full Application and its respective Conditions of Approval. I/We understand that Architectural Committee approval does not constitute approval of the local building department, drainage design or structural soundness, nor does it constitute assurance that the plans comply with all applicable codes, regulations, ordinances and laws. I/We further acknowledge that any subsequent field changes which 1/We may desire for my/our Home Construction or Improvement Proj ects or Landscaping Proj ects of this original Application Submittal and the original Conditions of Approval issued by the BMSAJAC will require an additional Revised Application Submittal on my/our behalf, and that I1We will not proceed with any subsequent field changes until a Revised Conditions of Approval have been issued to me/us by the BMSA/AC. Applicants Signature: CZ i f � Applicants Printed Name: (. Pte, k1 e G Wei ,�1�1J/4-C Date ofApplication: /1- c.),5 Adopted and Effective February 1, 2002 This portion of the Application Form is to be completed by the Architectural Committee (not the Applicant). CONDITIONS OF APPROVAL or DISAPPROVAL 1. No sitework or building construction may proceed on any Lot (including no preliminary site clearing, grubbing, grade alteration, storing of material, foundation excavation, extension of underground utilities, etc.) until the Project has received a Project approval from the Architectural Committee and has been issued a Building Permit (as required by Garfield County for new home or Renovation projects). 2. All general building and site improvements construction for any Project shall, be completed no later than one (.1) year after the issuance date of this Architectural Committee Approval. 3. The complete landscaping and revegetation ofthe improved Lot, to specifically include the front, side and rear yard areas, shall be completed no Iater than six (6) months from the date of the Certificate of Occupancy. 4. V(4441/ 7 d 1--e: ie -err Q 3/ er , 6Tv ,(.er.e)� 5. c /176--&. c �v '` caw r C'Jt-`r (-=-647 �' P "7" l t- 6. 7. ri,/ /d/ 27 r Applicatio proval (Init. of Architectural Committee Members): By: Application Approve for Con yuction subject to the above conditions: By Chairman: to P-r-� Date: Application Denied (Initials of Architectural Committee Members): By: Application Denied for reason(s) stated above: By Chairman: Date: Adopted and Effective February 1,100? BATTLEMENT MESA SERVICE ASSOCIATION ARCHITECTURAL COMMITTEE APPLICATION SUBMITTAL FORM (Short Form for Repainting, Landscaping or other Minor Projects Only) INSTRUCTIONS: This Application & Checklist is to be used for all project submittals to the Battlement Mesa Service Association Architectural Committee (BMSA/AC). This form is intended to assist in ensuring that the application submittal is complete. This will help provide a quicker, more thorough review process. It is recommended that each Applicant thoroughly review the requirements of the current Architectural Standards, the Amended and Restated Declaration of Covenants (including Resolutions) and the recorded Final Plat for their respective neighborhood prior to preparing a submittal. Applicants preparing a submittal should compare the information they are about to submit with the requirements of this form and "check off" each required item on the form. If any item is not checked, the Application submittal is not complete and should not be submitted. Incomplete Applications will not be processed and will be returned to the Applicant. In addition to the checklist, Applicants should fill in all of the places on the Application Form where information is requested. The Architectural Committee will use this information in evaluating your Application. If information is requested but is not applicable to your specific project submittal, write "N/A" in the space provided. If some required information is yet to be determined (such as exterior paint . olors you may not have yet selected) write "TBD" in the appropriated space provided. You will then be required to make a follow-up submittal with these selections at a later date but before installation in the home. DO NOT fill in any information in the "Conditions for Approval" section of this form. This portion of the form is for Architectural Committee use only. When an Application is complete, please mail or deliver it to the following address: Battlement Mesa Service Association Architectural Committee Application 73-G Sipprelle Drive P.O. Box 6006 Battlement Mesa, Colorado 81636 The Architectural Committee meets twice monthly on the 1" and 3ni Wednesday, and Applications are due one week prior to the Scheduled Meeting Dates for prior review by Committee members. Please contact Jane Chapman at (970) 285-9740 to confirm the next scheduled meeting date or to request further information. We thank you in advance for your cooperation and in complying with the Architectural Standards of the Battlement Mesa Service Association. Adopted and Effecrive February 1, 2002 41111killibilk,TRUSS COMPANY, LLC WHOLESALE 838 21,112 ROAD . GRAND JUNCTION, CO 81505. (7O) 241-1500 FAx (970 243.8877 Job Approval Sign Off Please initial the blanks below. 1. I have received this order and initialed each engineered drawing. It is correct as written, this date. Initials 2. 1 understand and agree that once this order is placed, THE TRUSSES AND ANY HARDWARE ARE MINE, providing they meet the above specifications. Initials 3. 1 understand that when this order is placed it is NON -CHANGEABLE AND NONCANCELABLE, and when the trusses and hardware are delivered they are NON -RETURNABLE AND NON-REFUNDABLE. Initials I ACCEPT THE TERMS AND CONDITIONS OUTLINED ABOVE AND AUTHORIZE YOU TO DO THE WORK IN THE ATTACHED QUOTE. **************FILL IN ALL BLANKS BELOW************** Lumber Company Salesman WTC# QZV7 ` 65 Job Name Requested Delivery Date P.D. # Contractor Job Address City (Required) Signature Date Please check one of the following: • L_., Approved—NO Changes Approved -See Changes rJ Yes I would like a new Approval. rNo I would not like a new Approval, Wholesale Truss Company, LLC 838 21 '/x Road Grand Junction, CO 81505 TERMS AND CONDITIONS Wholesale Truss Company will furnish trusses and any kardwarc as specified in the attached quote/drawings package with terms and conditions as follows: 1. Wholesale Truss Company will maintain the highest possible quality conttol, using VI and WTCA standards. 2. Bracing, temporary, or permanent is to be supplied and installed by builder in accordance with engineered drawings and normal construction standards. 3. Where deviation between plans and estimate occur, estimate prevails. Any changes or alteration from plans or specifications will result in a new quote. It is the builders' responsibility to verify the accuracy of the layout against the drawings, such as spans, heel heights, bearing placements, quantities, loading, pitch, tails, and any other special details. Truss layouts and drawings will be provided to builder for approval prior to fabrication. 4. Wholesale Truss Company will assemble all girders. If the customer assembles girders, all responsibility for the integrity of the girders falls upon the customer. 5. No back charges to Wholesale Truss Company will be allowed until a representative of the company can inspect and authorize requested repair. Any party who cuts or damages a truss is assuming responsibility for the engineering, design, and for the cost of any required repair, If you make any repairs before contacting us you will be charged for the repairs. 6. Approximate delivery dates will be determined at the time the order is scheduled. Wholesale Truss Company can not be held responsible for delays due to strikes, accidents, weather or outer conditions beyond our control, It is the customers responsibility to provide s,xfe access [o thc,iohsite. Trusses will be delivered and played on the ground .is close to the building as possible unless other arrangements are made. 1fwe are given the arc to deliver and the trusses are refused at the Jobsite, there will be a charge for the second delivery. 7.. Most 01' our deliveries (espec:ifrlly put of.'town), are made with tractor -trailer combination trucks. If Jobsite conditions exist that would prevent access by these trucks, we !teed to know prior to delivery. If we're not made aware of jol)site access problems, and our truck cannot safely reach the jobsitc we will return the trusses to our yard and charge for delivery, Note: We would be happy to niakc ,special arrangements ahead of time (such us sending a smaller (ruck. coordinating with crane Or lift, etc.) Jobsite access i,.s at !lie cliscretioii of our driver. 8. IYhcn you hove initialed each page of approval package unci it is returned to Wlbofesnfc'I cuss Company for scheduling„ we will maks; rr copy for customer's records. !170jj2,. 07 initials Job Name: 0227-05 Truss ID: TO1 Qty: Drwg: BR+ x-Lh,-. =ACT 412E .Rego 1 0- 1-12 2773 3.50•• 2-96" 2 27-10- 4 2773 3_50" 2.46" Van RIO R0CNTE shown ars basad ONLY on the truss seater=a1 at Each beartng TC 204 DFL 22507-1.93 6C 2x8 DEL 22507-1.92 TWEE 2x4 WW SPECIAL 2x4 SPF 1650E--1.56 12-3, 14 713 31.901 2x4 SP7 16507-1.5E ATTIC Tib 2x4. WF SPECIAL Lumber shear allowables ace per NOS. Loaded for 10 PSF concurrent B_LL. 3iSCE7-9$ SNOW LOA0 0$3193 CRITERIA: Pg = 40 psf, Cs - 1.0, I = 1.0, et = 1,10 Attic collar tie requires lateral bracing shown plus bracing at the panel points of the collar tie rumens noted otherwise] , or rigid Sheathing is required. 11.6-Q 6-8 4-2-0 4-2-0 Plating spec : 271 Attic room load 45 par,, line any added loads indica LL --12f1_ is LI360. -7 TRIS DESIGN IS TRE OS/TE 35302.2 OP BULTIPZ,E LOAD CASES_ IRC/IBC trate plata values are bared on tasting and approval as roquired by IDC 1703 and ANSI/TFS and are reported in available documents such as 3050 91607. One row of cross bridging (C -bracing) maybe required at centerline of roam per NEG. -•Web limbar 1i ted as •'NW SPECIAL" is any of tha following three grades: STUD 111E S734105I0 AiP *2 VW EOR BETTER), 3-7_12 . 34.0 7-0-12 11-0.12 14-0-0 2 3 4 L00 5-6 7-10 �zs-0-0 14.0-0 1 5 6 7 8 8 -9.06 3-8 3-8 1111116. 10.12 10-12 i+ �i 4-4 810 S=M6f6.14 8-10 81 62 731-1 1124 S-0 2B-0-0 1124 10 11 12 13 14 4-20,i 3-7-12 12-4-8 3-7-12 15 16 4-2-0 UPLIFT REACTIO3(5) Support =Mind Ron -Wind 1 -199 lb 2 -199 lb HORIZONTAL R2ACTION[S] support 1 471 lb support 2 471 1b This trues is designed using tha ASCE7-98 Wind Specification Bldg Emclo=ed - Yee, Importance Factor = 1.00 Truer Location = Not End Zone NurricanefDoran Line a Ha , Eap Category - C Bldg Length = 99.00 ft, Bldg Width 50.00 ft Wean roof height = 25.75 ft, mph = 105 TPI Standard Occupancy, Deed Load = 12.0 psf Designed as Main Wind Force Resisting System and Components and Cladding Tributary Area >c 55 agft LOAD CAS2 91 DESIGN LOADS Dir 1C Vert TC Vert 'IC Vert TG Vert TC vert TC vert TC Vert 90 vert BC Vert RC Vert 4-6 V .TYPe TC Vett 2C Vert EC Vert Be Vert L.Plf L.Lac R.Plf 120,00 - 2- 0- 0 120.00 100.00 0- 0- 0 100.00 120.00 7- 9-12 120.00 100.00 11- 3- 7 100.00 120_00 16- 0- 9 120.00 100.00 20- 2- 4 100.00 120.00 29- 0- 0 120.00 20.00 0- 0- 0 20.00 110.00 7- 9-12 110.00 20_00 20- 2- 4 20.00 20.00 11- 3- 7 20.00 lbs JC -Loc 07/T0 60.0 - 2- 0- 0 1.00 60.0 30- 0- 0 1.00 112.2 7- 9-12 0.00 112.2 20- 2- 4 D.00 12-9-1 S R.Loc 0- 0- 0 7- 9-12 11- 3- 7 16- 0- 9 20- 2- 4 2E- 30- 7- 20- 28- 76- 0- 0 0- 0 9-12 2- 4 6- 4 8- 9 LL/T 0.2 D.8 0. 0.9 0.6 0.8 4. 0.0 0.7 0.0 0.0 AIF TRUSSES must be signed far verification of SPAIIS and Q(JAN11I1ES before being put into production. t nit[als ACI plates are 20 gauge Truswaf Connectors unless preceded by "Mrier9t5 21) 18 or "i,T' for 16 gauge. posiiiGnst401-40int tkitiff-lkoporelWafkoedo from Truswal software, antras rooted. Page ! Of 3 3128/2005 'WARNING 'AR V'I G Reod al/ nates err drys sheer turd giro a COo, of It to the Erecting C.oJumciar. /� iid'ilciusl headine cumpooenl ca Ines s}steer. 11 tae beet based an speed -mations prori9sd b} -the oontpco ni cenn6aurer l 1 ]V�]tt` and deer in eco l4a,M9isr rhe cunt...! .ensues orTPI and AMA *den strn4ards. Norsspansibility is assumed ice dime siural segos•. D enrians 1 arc to he txrifsed br ht coovonem me_Y-0 rer u:d.br heading desiener1ior to Odriai on Th_ building designer resew asarnain that the buds uhCabe an ills ireiyn abet m newel rho 4.617V np:bed by the tool boildinu cads rieshe parliculsr application. 11,dr-ELv. us a. i lel s cheap dead WHOLESALE TRUSS Irxallr Saud hq rise roofer ilea sheatth%aid lhcbanom chard isialert bratedhra rigid sheebin7 mderia]dircd15 iJas7red, =less ethmaisr 1 RLJv tied R:a6te ti. nr. in for lateral su;yun t f oonpom-au menthes only to reduce buckling Ienlrt.i. This oonponem shalia31 b ple:ai in am ors -assort Bruit a use the 'aniline [wield dthe woad to boned 19% and'br eantec+ecned[ar Orae eernaoe. FNaicace bindle. inodl and brace this bees in a;. srdon_e wilt the following wndmds. 'Joint and Caning D11uil Departs ataileble aso Ji9u: DerraTawslral software. '.i\SI TPI 1'.'WTCh F - Wool Tata. Caw11:4[ .+f N+ur'iu Strident Dezien Rcslnycdhil.ies.'HANDU 10 Et:STALLIAiG AND 0RI1.0NG METAL PLATE CYs\NEITEDWOOD TRUSSES -IHI3-411 and 313-91 SL 4'3&RYSHl7_TbrTP[.TheTmssNateInsliune{fYi)isIncasedatD 5fdaDrive. Slaty m. Tl-mcansin $3719, TJIr Atueocaa Fermi and rarer 1sseeistbia fhfit+k] is leaned u 1111 15th Stn's, N1r- Ste003. Wadtin ie , DC 23316. 1� Y VI RN 21 1 re ROAD, BRAND JCT.. CD at505 t310nEng. Job:.5J. r hic orae BDV WO: 0227-05 TC Llve 40.00 psi TC Ded 10.00 psi BC Live 0.00 psi 8C Deed 1000 psi OTAL 90.00 psi DurFacs L=100 P=1.00 Rep II1br Bnd 119 a C.Spacilig 2.0.0 Design Spec IRC Segn T6,4.18 • 0 Job Name: 0227-05 Truss !D: TO1A Qty: Drwg: BWs K -L.0. x::..C7 SIZE ale .D 1 0- 1-12 554€ 3.50" 2.9E- 2 27-10- 4 564E 3.50•• 2. 5E" EEC FES-1REJ4D47.6 them x Dae el 041.1 oc tSe trbrn macec.1.1 -- t. cf boozing. TC 2x6 DFL 22250F-1_94 BC 2x8 DPL 2250F -1.9E WEE 2x4 War SPECIAL 2x4 SPF 1650P-1.54 12-3, 14-7 TIB BEAM 2x14 SPF 19502-1.5R ATTIC WE 2x4 819 SPECIAL Lumber sheer allowabLes are per NDS. Loaded for 10 P91 concurrent ECRL. ASCE7-98 SNOW LOAD DESIGN CRITERIA: Pg = 40 psf, Ce = 1.4, 1 = 1.0, Ct - 1.10 One rose of crone bridging (X -bracing) may be required at centerline of room per NDS_ Attic collar tie requires Lateral bracing showy, plus bracing at the parcel points of the collar tie (unless noted otherwise), or rigid sheathing is required. 2 -PLY' Nail w/lOd BOR. staggered (per NOSI in: '1'C- 2 DC- 2 .W589- 2 1.PLR E'O0T!a* -Web Lumber listed as nee SPECIAL' is any of the following three trades: STUD RW STANDARD 4W 42 8R' (OR 8ETTEEI 4-0-0 , 3.7-12 344 4-2-0 7-9-12 11-6.12 1 1 t 14-0-0 Z•FLYS 1 2 3 REQUIRED 904 34 Plating spec a AWSIITPT - 1995 Attie room lead = 45 psf. plat any added loads indicated. Room LL Dofl. is L/360. THIS DESIGN IS THE COMPOSITE 8XPULY OF MULTIPLE LOAD CASES. IPC/1BC truss plata values aze based oar, testing and approval as rag -sired 6y IBC 1703 and ANSI/121 and are reported in available documents, ants as IC80 #1607. )sail pattern shorn in for 9LP Loads only. Concentrated loads !41ST be distributed to each ply equally. Oct multi -ply with hangars, uta 3' nails sin, into the carrying eeabnr. Fermate than 2 ply, use additional fasten- ers es indicated from the bank ply., or use any other approved detail (hy others}. + + + + • + + + + + + + + a- + + + +++++ 5-6 4 5 6 7-10 144.0 7 9.40 3-8 9 9i e,* 6-8 10.12 10-12 r ` LINIMMIMIEN4-. �`� X11 # B1 1- 4-4 6.10 SAIX$-14 8-10 4-4 224* 28-0-0 224# 64 82 Thin dAaign based on chord bracing applied per the following schedule: max a.c_ from to TC 24.00" 0- 0- 0 28- O- C EC 120.00" 0- 0- 0 28- 0- 0 UPLIFT REACTION(8} : Support CSC Wind Non -Wind 1 -399 lb 2 -399 lb 1 87301TAL REACTION18) support 1 942 3b support 2 942 1b This trues is designed using the 45497-95 Wind Specification Bldg Enclosed = Yes, Teportance Factor = 1.00 Truss Location = Not End Tone h urricane/Ocean Line = No , Earp Category = C Bldg Length a 99.00 ft, Bldg Width = 50.00 ft Mean roof height = 25.75 ft, atph = 105 TPI Standard Occupancy, Deed Lead= 11.0 psf Designed as Main Wind Force Resisting System and Components and Cladding Tributary Arca = 112 egft 1.010 CARE #1 IESLGt LOADS - Dir TC Vert TC Vert re +Sart TC Vert TC Vert TC Vert 2C Vert RC Vert BC Vert SC Vert 4-9 v TC vert 2C Vert PC Vert BC Vert 114-0 L.Plf L -Loc 2_P1f R_L02 240_00 - 2- 0- 0 210.00 0- 0- 0 200.00 0- 0- 0 200.00 7- 9-12 240.00 7- 9-12 240.00 13- 3- 7 200.00 11- 3- 7 200.00 16- 9- 9 240_00 16- 8- 9 240.00 20- 2- 4 200.00 20- 2- 4 200_00 28- 0- 0 240.00 28- 0- 0 240.00 30- 0- 0 40.00 0- 0- 0 40.00 7- 9-12 220_00 7- 9-12 220.00 20- 2- 4 40.00 20- 2- 4 40.00 26- D- 0 40.00 11- 3- 7 40.00 16- 8- 9 lbs X.Lol LL/TL 120_0 - 2- 0- 0 1.00 120.0 30- 0- 0 1.00 224.4 7- 9-12 0.00 224.4 20- 2- 4 0.00 124.1 SKIP LL/T. 0.1 0.8 0.6 0.8 0.6 0.84 0.2 0.0. D.7. 0.0 0.0 -LAN 7RUSSES must be signed for verifice.tiorL of SPANS and QUANTITIES before being put Into production. initials 10 11 12 13 14 16 16 4-2 0 3-7-12 12-4.6 3-7-124-2-0 4.2E �0 r5JI plates are 20 gauge Truswal Connectors unless preceded by'rMX"lei-QIS 20 do or -kr for 16 gauge, positionedVa4olnt fkleftileporalitikThabie front TruswaI Software, unless noted. Page c2 OF 3 3/2812005 WARNING Read alt Jrotes an this thee+ andgil'e n copy of it fo the Erecting Contractor. Tins design is tar ,. di.idual b.,i4fm_ c, nn tne.--.:n suss 150e41. IL !Mixes based os specifrrtinrsp:orided by frt oompnnts: memfaamtr and dune ie 2:_Z•vanue stilt the cunem +ersiam .,4 PPI and AFP14 design Randan1 Aa insponsi28!y is assumed fa dns9miaa.:au.vra=t. DLrrnLiaas metal be sta_rcc be the sun;.a,cnl a:annfocrsir and•ar building designs prior la itJxic.P.on. The building designer muctaarZain that rhe loads be nbeiI op; this design mal or exneei ibe loading impnscd by She lanai building nods and the pLiioarapplialicc Th; design LOumet!has LLt tap Chord WHOLESALE TR USS'I.aeulk Lr,cad hr lbemaf,r Mau strath`*and Osbodtte aced islalerally beard 11 Ladd shaibieg materiel E-ectlrahacbe3. unless nt)w-rwise wed. Bracing shown is for Ino-a.,ppan .*f p'r ems snearboYanlr t. rel.+:e b,rklirll Irngth. Tina cetmpas4tb,slI not berated in any ,hat uiL' cane 11.e rq,smrr.-.xrr. urlbe woad to tweed )99„ aal9sr nateaomKCICr glue +enation. Fahriralc. handle. irsa�! .44 bia .1IIis tens in moon:lance •.mite. Jrt fullepir.gs-i-,dards 'laic and CL3int, Deed Reports bWWable as output from Tmsw'd saftwa' !. ANSI.TPI F.'lv7CA I' -Awed TrussCuuncil of Anerim Mantled Derma Rxndeesbililas.'HANDLING I STALUNG AN) BRACING h1ETAL PL.A7ECOA?s7C3EDW000TR1:SSLS-LHr9-91)e_-,e'FIFB-9iSUMMARY wax be TN The Trus PIESlrlateuie(IPJ)isNesteduIDrO.M,SnDive. I. "Ked•.asn S9'_a o!uin 51219. The R, eri:aa Fuse. a..d Py-.er Assotiali3n1AFYA}is:lo:.twins III 1 191h Slrn& 1JW. Ste DM. Nidinglon. DC29239. 1' ;1142 ROAD, GRA,IDXT..00.. 51545 FEng. Job_ .EJ. Chic DMB B ogor: EDV 1rlp: 0227-0S TC Live 40.01) psf TC Dead 10.00 psi BC Uve 0.00 psf BC Dead 10.0D psf TOTAL 60.00 psf DJJrFAGI L=190 Pa100 Rep Mbr Bnd 1.00 0.C_SpeoIng 4.0.0 1 Design Spec IRC Satin T6.4.10• 0 Job Name: 0227-05 Truss ID: TO2G Qty: Drwg: TC 2x4 SPE' 16501'-1_SE EC 2x4 5PF 1654E-1.51 GBG ELK 23E4 4711 SPECIAL 2x4 SPr 1550E -1.5E 10 Loaded for 10 PSF concurrent BELL. 2,SC2?-98 SNOW LOAD D2SIGN CRITERIA: Pg = 40 paf, Ce = 1.0, 3 = 1.D, Ct = 1.1.0 -Wb lumber listed as "FW SPECIAL" is any of the following three grades: STUD VW S1A1DARD 1'W 412 We (OR BE1TERJ I04. • 2-0.0 2-0-0 14 T TTTT TI PI Itt 14-x4 1 2 3 4 5 6 7 8.1' OD Plating spec : 1.NSi/TPI - 1995 THIS DESIGN IS TAE C -1PO.SITS RESULT OF NPLTIPLE LOAD CASES. IRCJIBC truss plate values are based on Coating and approval as required by LAC X703 and +ANSI/TPI and are reported in available documents such as ICED 91607. Gable verticals are 2x 4 aab material spaced at 16.0 " o -c. wilco; noted otherwise. Top chord supporta 24.0 " atf uniform load at 40 paf lave load and 10 pef dead load. Additional design considerations may be required if sheathing is attached. [+3 indicates the requixamaent for lateral bracing (designed by sheers) perpendicular to the plane of the member at 49"intervals_ Bracing is a result of wind load applied to merrier.(Cnmbtnation axial plus bending) This trues requires adequate sheathing, an designed by otheca.. applied to the truss face providing lateral rapport for webs in the truss trurass plane and croapati�p shear wail Y¢" .�I �a.�fG+I °�Y -r tri �+i.:.�PSr.4� ,Th 1_4-031 8 9 10 11 12 13 14 19 16 17 18 19 20 21 -9.00 el 1- lit TYPICAL PLATE : 2.54 22 23 2-0ii 411 plates are 2D gauge Truswal Connectors unless precea y' MCC" 24 23 26 27 28 29 30 31 32 33 34 35 34 37 ff. T" 41441:44111111i4 38 39 40 4142 m ERF'1,�4TINUOUSSUPPORT swei software, unless noted. This trues is designed using tha ASCE7-98 Wind Specification Bldg Enclosed s Yea, Importance Factor = 1.00 Truss Location = Not End Sone llvrrlcana/Ocean Line - No , Eap Category - C Bldg Length = 99.00 ft, eldg Width a 50.00 ft [Meon roof height = 25.46 ft, isph = 105 TPI Standard Occupancy, Dead Load = 11.0 psi Bea igned as Main Mind Fora Resisting System and Cowponeote and Cladding Tributary ,Area - 56 agft -4 Io -043 10.1t-2 AI TRUSSES must late signed for verification of SPANS and QUANTITIES before being pat into prod uction . Inifaals Page L2 ori 3/28/2005 WHOLESALE TRU ISZSZSZ SI 2i is ROOD. GRAM) J.L. CO a sSaS T rARJr G Read oh nrores on this sheet and gine a copy of i to the Erecting Contractor. lids design is furan individual ltdlding Comp:mem no: Inert r,sea::. 11 has bean In ee, specifications provided b< sheceep;rneel snsrudselurtr re done le aceerdnn:e'will: the tunn versi:ms ofTPl and AFTA drrga slande4 11q resoantixlin is aso,cd dor dimenaenrl arsura4y. Conensiana iarc io be +ed iul I:•, Ibr conpuoeln r-un,rao rarer i a ur Widow designer pcor to fabrication- the tossesgdei pier mail awoe-ain fiat the Wads ,::iliaed ec this der. tort n• ec,rcd rhe Inudir,t=:ys..ased by the local Ix lL ie coda and she paatial:araep6eaian. Thedr4pi ass,_mes that she rap diced SQQ laterally Woad. b) the roof o• Baer !IC/ alt and tlreopasam{reeds lateralkbcaeed by a rifid ale/ding meorialdiaecsly alhdr_d. unless othertnise 4nled Dieting shorn is Sorlaserel supper! nfcompanents menthe,, only to sedumb,ecldiatg rea;:rb- This oamotmeel shall ameba glazed in any' n::irsnumx Gam ...ill case the n,oistura . 'n.1' nrtr•_ stud to ewre I P.. ra+or onseoanheaar plaeworrtakc. Fdbi ealc, handle. install gad brace thus iniso is aconrdanur++ithilrr alloying srandads: 'Juint and Coldly Devil Reports asaileble tromp= Can Truroal sodtnarc. _'-'OTC 4 I' _ Wood Ties; ['rwuci: urAmerira Susied OesiEs Resporahililks. 'HANDLING UNsTALLD CG AND DRAcING METAL PLATE CONNECTED WOOD TRL.5SE5'- 1 FfW-4:1 arelilB-'Jl SCM! IARV 5111.11' be TPJ. The TAssPier hnssituW(fl'4I is !marred al D.Onorrio Dene, MFdluon. Vats.:cess. ij7s'J The AI-sail:on I•utn of PaP:r Association IAFPA) itlocaxadat 1111 Nth Street, NW. Ste SW. Washinjinr- ac loam. Eng. Job: _EJ., Chit: DMB Dsgnr.BDV WO: 0227-05 TC Live 40.00 psi 7C Dead 10.00 paf BC LW 0.00 pal BC Dead 10.00 paf TOTAL 90.00 pal Durfacs L=1.00 P=1.09 Rep MbrBed 1.15 O.C.Spac(ng 2.0- Design Spec IRC Segn T6.4.15 - D Aikta ihk, WHOLESALE TRUSS TCHJOB:0227--05 Date: 3/24/2005 WHOLESALE TRUSS COMPANY 838 21 1/2 RD GRAND JUDNCTION, CO 81505 970-241-1500 Sales Rep:W' C Delivery date: Truck ID; Loaded by: Permit required: ITEM QTTRVSS ID 1 T01 Inspected by: 1' 0"_0 2 T02G��I� 0; 5,1_„011 �I Total 13W Directions: Special Instructions. SPAN 28' 0" A 1' 0" 0 28' 0" 0 1' 0" 0 29' 0" 0 0' 5" 2 page 1 of 1 Skxipping# 0227-05 HARBERT - STEVE Job 0227-05 WAYNE HEIKEILA ROSEWOOD WAY, PARACHUTE Loading: 40 10 10 24.00"0.c_ PZTC OVERHANGS OA HOT 9.00/0.0 24.00/ 24.00 12' 9" 1 900/0.00 24.00/ 24.00 9 .00/0 , 00 �_ 0.00 12' 9" 1 10'11" 2 COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at /0 6 Permit No. Q 5/7 L( I have this day inspected this structure and these premises and found the following corrections needed: of4',A7Ai bik eke � 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. �)---DC 20 ;2Z-it:et )/k•°ar Date Building Inspector Phone (970) 945-8212 Date: 3 —a 9c76 To: Q%.� /afaz4yu,c 2 Dear Permit Holder, Please refer to your building permit number 9W74" , issued C--3 -c7$ . A routine review of our open building permits indicates that we have not received a request for an inspection on this permit since 9--/y--O5' BUILDING & PLANNING DEPARTMENT Code Compliance Office Please be advised that building permits expire, per Uniform Building Code, section 106.4.4 and International Code Section 105.5. "Every permit issued by the building official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has commenced for a period of 180 days. Before such work can be recommenced, a new permit shall first be obtained to do so, and the fee therefore shall be one half the amount required for a new permit for such work, provided no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new full permit fee." Please contact this office at your very earliest convenience, in writing, to advise us about the status of your permitted work. If you have not responded within thirty days from the receipt of this notice the permit will be closed and a permanent notation will be placed in the property records at the County Clerk and Recorders office that indicates that the work permitted per Colorado Revised Statutes 30-28-205 & 210, was not inspected, is not approved and that the building or area is illegal to occupy and is subject to legal abatement action. Thank you for your cooperation. Sincerely,Zez,?tit,G�e't--= Ern Holliday Dave Mead Matt Provost Building Inspectors 108 8th Street, Suite 201, Glenwood Springs, Colorado 81601 (970) 945-8212 (970) 285-7972 Fax: (970) 384-3470 9(A14 Assessor's Parcel No / i— /_) f/ D tom //-r-- 1 n Loy \DJ Owner Contractor - �710f dress �---. Phone CC, Address Phone #Ccy Setba ks Front Rear RH LH Zoning 3/E PLJL ) CLA INSPECTIONS Soils Test Footing Foundation Grout Underground Plumbing Rough Plumbing 6"I -,V Framing (3-1-0� a insulation P- pc- /GtiA— Roofing Drywall 9- Gas Piping Weatherproofing Mechanical 44 Electrical Rough (State) c'el/5"-* Electric I incl State) Final -/Checklistompleted7 Certificate Occupancy # 10141 Date Septic System # Date Final /Co - Other NOTES (continue on back) EXTERIOR Address No Drainage Decks -support & clearance to wood Decks -stairs & rails Exterior locks Flashing around doors & windows Insect screens INTERIOR GARAGE Fire wall separation Service doors -13b" min Door (20 min.) w/auto closer -13A" min- Mech. equip. 18" above floor No opening into sleeping area BASEMENT -CRAWL AREA Access Insulation Headroom/Stairs Ventilation FINAL CHECKLIST MECHANICAL ROOM Boiler Hot water F.A. gas/oil Floor drain Clearance Air con. system Hot water heater Combustion air Gas piping, valves LPG Drain FIREPLACE/STOVE Clearance to combustibles Termination of chimney Combustion air Hearth (12" or 20" on sides) Glass doors Certified by. REMARKS STAIRWAYS Headroom (6'6") Railing & guardrails Width Rise & run KITCHEN Clearance above grill Exhaust fan Broiler exhaust (1 hr. chase) BEDROOMS Egress Smoke detector BATHROOMS Exhaust fan Shatterproof glass OTHER INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued / : ' .Zoned Area Permit No 9'/7t 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 tea? ;.; Address or Legal Descripti Owner l lyt'� Contractor .- Setbacks Front ide Site Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing trit,;. Driveway Foundation Underground Plumbing Insulation 3'-.2 --z23---,077/..__ Rough Plumbing g-2 -) 5 Drywall 9' -*05-444-- Chimney & Vent 8 -3. -Ds- T) A Electric Final (by State Inspector) ) r Gas Piping -Alt, Final /,,69.6g/0/1/4_ Electric Rough (By State Inspector ' °k Septic Final Framing 0k , $-2-•0.5.-N7-N (To include Roof in pia& and Windows and Doors installed). 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 Glenwood Springs, Colorado APP ' 0. EDDO NOT DESTROY THIS CARD Date k.� By =t eo IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search 1 Assessor Subset Query 1 Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics 1 Tax Information Parcel Detail 1 Value Detail 1 Sales Detail 1 Residential/Commercial Improvement Detail Land Detail 1 Photographs Tax Area Account Number Parcel Number 2007 Mill Levy 080 R270206 240718401011 38.002 Owner Name and Mailing Address HEIKKILA, WAYNE G. & SHANNAH L. 104 ROSEWOOD WAY PARACHUTE, CO 81635-9556 Legal Description SECT,TWN,RNG:18-7-95 SUB :MONUMENT CREEK VILLAGE SEC. 1 BLK:2 LOT:11 BK:0586 PG:0887 BK:0844 PG:0482 BK:0675 PG:0253 BK:0675 PG:0251 Location Physical Address: 104 ROSEWOOD WAY PARACHUTE Subdivision: MONUMENT CREEK VILLAGE SEC. 1 Land Acres: 0 Land Sq Ft: 8,455 Section Township Range 18 7 L 95 2007 Property Tax Valuation Information http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=240718401011 2/7/2008 Parcel Detail Page 2 of 4 Land: Improvements: Total: Actual Value Assessed Value 44,000 155,260 199,260 3,500 12,360 15,860 Sale Date: Sale Price: 10/20/1992 71,000 Basic Building Characteristics Number of Residential Buildings: Number of Comm/Ind Buildings: 1 0 1 1 Residential Building Occurrence 1 Characteristics 1 TOTAL HEATED AREA: 1,350 ABSTRACT CODE: SINGLE FAM.RES- IMPROVEMTS ARCHITECTURAL STYLE: 2 -STORY EXTERIOR WALL: WD SIDING EXTERIOR WALL: STONE VEN ROOF COVER: COMP SHNGL ROOF STRUCTURE: GABLE INTERIOR WALL: DRYWALL FLOOR: CARPET FLOOR: SHT VINYL HEATING FUEL: GAS HEATING TYPE: FORCED AIR STORIES: STORIES 2.0 BATHS: 1.5 ROOMS: 5 UNITS: 1 BEDROOMS: 3 YEAR BUILT: 1981 Tax Year Tax Information Transaction Type Amount http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=240718401011 2/7/2008 Parcel Detail Page 3 of 4 2007 Tax Amount $602.72 2006 Interest Payment ($14.39) 2006 Interest Charge $14.39 2006 Tax Payment: Whole ($479.52) 2006 Tax Amount $479.52 2005 [_ Interest Payment _ _1 ($18.70) 2005 Interest Charge $18.70 2005 Tax Payment: Whole ($623.32) 2005 Tax Amount $623.32 2004 Interest Payment ($20.54) 2004 Interest Charge $20.54, 2004 Tax Payment: Whole ($684.50) 2004 Tax Amount $684.50 2003 Interest Charge $21.89 2003 Tax Payment: Whole ($729.50) 2003 Interest Payment ($21.89) 2003 Tax Amount $729.50 2002 Interest Payment ($25.08) 2002 Interest Charge $25.09 2002 Tax Payment: Whole ($627.24) 2002 Tax Amount $627.24 2001 Tax Payment: Whole ($615.94) 2001 Tax Amount $615.94 2000 Tax Payment: Whole ($779.64) 2000 Interest Payment ($31.19) 2000 Interest Charge $31.19 2000 Tax Amount $779.64 1999 Interest Payment ($26.41) 1999 Interest Charge $26.41 1999 Tax Payment: Whole ($660.18) 1999 Tax Amount $660.18 Top of Page Assessor Database Search Options 1 Treasurer Database Search Options Clerk & Recorder Database Search Options Garfield County Horne Page http:/lwww,garcoact.com/assessor/parcel.asp?ParcelNumber=240718401011 2/7/2008 Parcel Detail Page 4 of 4 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 - 2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http;//www.garcoact.comlassessor/parcel.asp?ParcelNumber=240718401011 2/7/2008 Garfield County Building & Sanitation Department 108 8 " Street, Suite #201 Glenwood Springs, Co. Office- 945-8212 Inspection Line- 384-5003 Job Address /o(i A2,2Luctod (Oa Nature of Work Building Permit /6-1 / / Use of Building d� rP Owner 81601 NO. Ci4 (+ rac fj /Th)filinito LJ / Contractor 10 Amount of Permit Date ...a Clerk