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Home My WebLink AboutApplication- PermitGarfield County Building, Sanitation, & Planning Department 108 8'h Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 Job Address 4(5 / Of -p re. iatt, $1 X35 Nature of Work Building Permit Use of Building$4"Q,A,Q r cYt1 thi-e-14/",-12�—(Jt pn t w Owner �"t- V q- Contractor - / � ly9 Amount of Permit $ cQ3 (7/ • 93 Date . 3 act st Clerk 1 FROM : GREEN PASTURES Dec 0203 11:lle �I FAX NO. :970 532 4858 Jerre Wan. RN.a<ns: Dec. 02 2003 11:59AM P1 gin -285-7402 J p,1 1wet //IIW WL I Wpm P. .01 GA.P1fl D CODN7Y WURI1NG MAW A1PJCA1IOM mrR, xssl, ar...+llerlen.W awl /Fen 1,14404.1110I MoteW Lam cO.1S41e61 tweir famO111RIr---n.: 1 4-4C? ,LS' 3- ate -CbS- AOO.WNIWT MOS ■sp CRAOT.a70 TOG,Si OWNS.CWOTIMC110 AMOa in ACiWTov n* neglAlimAKSAOkernoarrettywntorr TIRnTmC70•. AROntAMMION WAIO Am NIMN/W,.7WAle Waal WWI San apAWTImW. W WIwnRAT10N OR ma weltMICE W./MICEOR 11.1 .MWT. 1101 MM. ROiN M#s 7e OW Wla WRIT AU. IMAM DOS Ma We lei eern. ATNIN. AMRI. NY Waal/ flan n*111ANem Waal/ I:nn IN SLEW fa* Aa AAOT5V* 7111 umn roman aims 1114T 11 TO. Alas am RAPTs A .R Nor 11111 d Mann WT. inn* 1 rawnnN.A..PnaN.COlarfwll:TOIw. ANl1 a erns AMT. INWAlaell retlICIINILTIlt Tan INV ON MO.RW M Wena RO.11ie nary AM MAT WON Aa 11070 R WWA. NNWINa Mal. A.. 1111.. TM RDM4►0,4 M7 I? MO I.OR MARL M.CWICATIOPINAMWORN MTA PML. 1101 Pavan' laMINANNICOMICIALOWN Tp1NlTO tall. lr IW. CONONCYNNI 10/ Man IN JM 111 TINLAfl MANI MOM MMl.a�05 N�►pnlo .. j fl U OR MST RI 151* Rg6 Noll 111: 01wMTew NAP O RlasaRa IRO adaila R OT TIM NAI.IaICrNI.L Ts .C#LLW OR AIWNTTTW na ANO MRCI11cAnPW An IIOlWC1101* cOIMIteo TOY,AR/all OMa let COOR h m M ACCIP TAMC? O. m, M NeIIIWIl to OR uANflICI N Oaalg a WNSlt /.II 11111111W1. ONTOMMa ON RICIN qKa. 1N1 RUNnn..SLn r lout TRM1 A1O LNMNNNNTATM,1 Wail 011 WI.VCMOO Mall NraltIALLY env NIPS ANTW TSCV. litiletinia 014335 . 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Nov Commie row Fe 234). 9 ✓ 6Aei Pak beset. fa i7.1“.IM17..n Ca..riOF MIM n.SSOFMO all WOW •.UOOR.RALM MONOO1an.eeOa RAF. ATAIM TIMS WIW OWN OCIall l I SOY ARMSA7Nw aa e1N11NA meat a.A1aWI1. TO Mai LOCAL ice.,- aSTIn 711AT 1 OAK ROM Ale Wale 711111 AleMOW m11PHOl lOIRTWRANeflISNC? ALL or 7r.aTt1..R.vain mu.r 0 ..n 07 I, • K MOM CO 1111E 7111I Ian •�•�•�-' Oi A MO a TO OLeC r! -L - OP MOOTS LAW - :r �� 051111 AOT—RV steno. It ueuencC ..• r,,, a r IP .4' 1505 De & li'a: N�f i ai A aWJr if' •�,b'03 -. #fJ//1 ` iiiMaIlsn.: J4 ri sot AOO.WNIWT MOS ■sp CRAOT.a70 TOG,Si OWNS.CWOTIMC110 AMOa in ACiWTov n* neglAlimAKSAOkernoarrettywntorr TIRnTmC70•. AROntAMMION WAIO Am NIMN/W,.7WAle Waal WWI San apAWTImW. W WIwnRAT10N OR ma weltMICE W./MICEOR 11.1 .MWT. 1101 MM. ROiN M#s 7e OW Wla WRIT AU. IMAM DOS Ma We lei eern. ATNIN. AMRI. NY Waal/ flan n*111ANem Waal/ I:nn IN SLEW fa* Aa AAOT5V* 7111 umn roman aims 1114T 11 TO. Alas am RAPTs A .R Nor 11111 d Mann WT. inn* 1 rawnnN.A..PnaN.COlarfwll:TOIw. ANl1 a erns AMT. INWAlaell retlICIINILTIlt Tan INV ON MO.RW M Wena RO.11ie nary AM MAT WON Aa 11070 R WWA. NNWINa Mal. A.. 1111.. TM RDM4►0,4 M7 I? MO I.OR MARL M.CWICATIOPINAMWORN MTA PML. 1101 Pavan' laMINANNICOMICIALOWN Tp1NlTO tall. lr IW. CONONCYNNI 10/ Man IN JM 111 TINLAfl MANI MOM MMl.a�05 N�►pnlo .. j fl U OR MST RI 151* Rg6 Noll 111: 01wMTew NAP O RlasaRa IRO adaila R OT TIM NAI.IaICrNI.L Ts .C#LLW OR AIWNTTTW na ANO MRCI11cAnPW An IIOlWC1101* cOIMIteo TOY,AR/all OMa let COOR h m M ACCIP TAMC? O. m, M NeIIIWIl to OR uANflICI N Oaalg a WNSlt /.II 11111111W1. ONTOMMa ON RICIN qKa. 1N1 RUNnn..SLn r lout TRM1 A1O LNMNNNNTATM,1 Wail 011 WI.VCMOO Mall NraltIALLY env NIPS ANTW TSCV. litiletinia 014335 . AN/ Ns*110ia III flU .AYIt.an IN M.MMIRT *15 ISWl.eq WIMP"O'WIWSL MLWIR, Aa[ .IO017 AitleW1 ( IN��f 0 PNCE m IATT I.EOAK RW Are NN{TA571W MaIWMnowt t NNFNMA/,^/I/� . p34- 16o� 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 nmning water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary piumbing; 4. A complete bathroom, 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 1994 UBC 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. 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 • 1 • upancy for the dwelling under building permit 41 + 59039 bpcont 4-01 Date VALUATION/FEE DETERMINATION Applicant L. Y&pt- CUP Address 57 L 2tq �olri . Date /214.03 Finished (Livable Area): Main 7 3 3 Upper Lower 99 Other Subdivision SID /leridye 1e► „{G%fes„ Lot/Block to{ S 3 l OCK5 Contractor .ra fes �Ibl's. Total Square Feet / S 12. i 69 Valuation Basement: Unfinished 7970,41 Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Valuation % 0 y Valuation Garage: Crawl Space: Decks/Patios: Covered Valuation Open Valuation 7g4. 4 Total Valuation 87. 32,(77 13, 320 872. l6 80 f/5,957 •v.t..on wsvw/pm Y. 003 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 ofa permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a platting the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owns or contractor may be required to provide this information before the plan review may proceed. This causes delays because 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. II you do not, it may be helpful to obtain a book tided "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. 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. t •niceFws N1:07pm P. 004 Plans to be included for a Building Permit, must be on drafting paper at least 18"x21" 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. 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. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must bc designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, 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 1997 UBC, UMC and 1997 UPC. I . Is a site plan included that identifies the location of the proposed structure or addition and distances to the property Tines 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: 106.3.1 (7.) Any site plan for the placement of any portion of a structure within 5011 of a property line and not within a previously surveyed building envelope on a subdivision final plat shall bc prepared by a licensed surveyor and have the surveyors 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 casements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property y are applying for a building permit on is located on a coma lot. Special setbacks do ly. Yes 3. Dews the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal S ) and the distances to the property lines, wells (on subject property and adjacent pres), streams or water courses? Yes 2 anrt/ita0 011070m P. OW 4. Does the site plan indicate the location and direction of the County or private road accessing thc property? / Yes c/ 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steed in accordance with the uniform building code or pa stamped engineered design? Yes 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and gearance`c required between wood and earth? Yes GV( t 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and so ti? 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 s? Yes 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction?� Ycs t; 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters oists or trusses? Yes 11. Does the budding section drawing or other detail include the method of positive connection of all columns afid beams'? Yes 12. Does the plan indicate the height of the building or proposed addition from the highest point of the building or a dition measured at mid span between the ridge and the eave down to existing (undisp,r ed) grade contours? Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Pha I certifications or phase 11 EPA certification? Yes No 3 -•.......+�-. v inici/WS 01:07pm P. 006 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building a Chapter 37? Yes No 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping root's and/or basements comply with the requirements of the Uniform Building Code Yes No 16. Doer the plan include a window schedule or other verification that windows provide natural light and ventil for all habitable rooms? Yes !� No I7. 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 nonnally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify i't4y glazing for these areas? Yes r. No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on Lan? 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? If you do not have written permission from the association, you understand that the plan check fee will not be refunded should the architectural tree deny or reject your building plans? Yes No 21. Will this be the ly residential structure on the parcel? Yes No If no -Explain: 22. Have two (2) Yes 23. Do you and 20ft long? Yes mplete sets of construction drawings been submitted with the application? that the minimum dimensions a home can be on a lot is 20ft.wide and No 4 ao/<//W 01:07pn P. 007 241 Have you desi or had this plan designed while considering building and other constructio c requirements? Yes No 25. Do your plans compl ith all zoning rules and regulations in the County related to your properties zone d? Yes No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by reld County Building Department? Yes No 27. Do you unders that approval for design and/or construction changes arc required prior to the applicati 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 Fec" as well as any "Road jmpact" or "Septic System" fees required, at thc time you pick up your building pemti Yes No 29. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoons. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-foar (24) hour notice for inspections will del your inspection one (1) day. Inspections are to be called in to 384-5003. Yes v No 30. Are you aware that °questing inspections on work that is not ready or not accessible will result in a S47 r-inpsection fee? Yes No 31. Are you aware that you an required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and cy of thc building? Yes No 32. Are you aware that thc Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for thc project must comply with the UaifoyBuilding Code? Yes // No 5 FROM ;GREEN PASTURES FAX NO. :970 532 4858 Dec 02 03 10:18a Jerre Witt Dec. 02 2003 10:554M P2 970-285-7402 P•2 ' .vra••ve waitl/pn P. WS 33. Are you aware *la prior to subtenant issuance of a balding permit application you are required to show proofof adriveway access permit or cbSn a statement from the Garfield County Road cit Bridge Department ending ate is not mastery? You can contact the Roed & Bridge at 6254601. Ya ! No 34. Do you undastend theyen to be required to hire s StateofColondo Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The Goose number of the persue pelbmmimg the work will be required at thus ‘licable inspection. Yes No 35. Are you aware, that on the trout of the Building Pettit Application you will need to fill in the Parcel/Sabedul bar for thc lot you am applying for this permit on prior to submittal of a ie application? Your attention in this is appreciated, Yes No i hereby acknowledge that 1 have read, amdent°nd and.uwend these quads ta the ad, a6Wty. Si of Owner Date `:32.tY2i (drink 9 )0 - 3s --o - 3 Litt i _cep) Project Nems: I hr a l} (". cC rt f �- / Project Address: LJ 5 % L 4/q e G vc 14 (�c, vc c ioKj CO Notes: lfyou have answered "No" on say of the questions, you rosy be required to provide this information at the request of the Building Official prior to beginning the plan review process. Del Ute permit we to be ertpeeaed. Wort may not proceed without the issuanceayamiIfit s determinedbytheBuldingO09cial that additiosudinf rnadon■ ofi °gamut [f it is and plans to determine minimum nay application behind more recent appiialiona compliance a the adopted new process the e a i d not mayweplaced required information has been building the is tore tMaan10f t not reviewed uta, delay...,.�.. provided and its applieeticar tohteaagairm to first pentium forteview, in i of the permit or dein in proceeding with c°rshuodoo. bPrninte4 04/2003 6 PLAN REVIEW CHECKLIST Applicant pc Viet CLC - Building •/ Engineered Foundation ,(i.4 Driveway Permit -4urveyed Site Plan a4 Septic Permit and Setbacks `•ZGrade/Topography 30% Attach Residential Plan Review List `' Minimum Application Questionnaire Subdivision Plat Notes NA FireFi/Department Review (Valuation Determination/Fees Red Line Plans/Stamps/Sticker 41.4 Attach Conditions Application Signed Plan Reviewer To Sign Application ,/farcel/Schedule No. pi 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Date it -l4 03 Planning/Zoning Property Line Setbacks 30ft Stream Setbacks Flood Plain Building Height Zoning Sign -off Road Impact Fees ."HOA/DRC Approval Grade/Topography 40% Nanning Issues Subdivision Plat Notes BATTLEMENT MESA SERVICE ASSOCIATION ARCHITECTURAL COMMITTEE APPLICATION SUBMITTAL FORM (For New Home Construction) 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 worded 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 or each required item on the form. If arty 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 colors 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 mall 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 3" 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 »___, _rc BATTLEMENT MESA SERVICE ASSOCIATION ARCH11 LCTURAL COMMITTEE APPLICATION & CHECKLIST (for New Home Construction projects) Homeowner. P L tt C L L C Home Ma>bngAddress: 0S! EJ,'j-et CCcN+, Rea- &out C,[9 enc -/.3 Home Phone: 9 70 - s-3 a - 01 a % WorkPknne (ifdesaed): Project Address: Lifl Lo cJ yy c &% Cir Lot: .� Blo: Subdivision: S �c P, c,C `� Production Home PlanName (ifiBlock :Subdivision: Homebuiilder. / a fS'kg{ R,r. P -r f L.LC Business Mailing P.O. Rex aDos; R431 --14.1-++.o4- /4 .es4 I CO tOS/J Business Phone: a &r - )4S Fax (ifdesired): fC - ?Wu 2— Submittal .Submittal Date: I /' i f 03 Estimated Start Date: /a- /0 -0't Estimated Completion Date: 4-- / Q -C SUBMITTAL REQUIREMENTS: Two Copies each of items 1, 2 & 4 need to be submitted (Check -off items attached to the Application. Fill in spaces as indicated) 1. Site Plan Drawing (1" = 10' or I" = 20' scale) with the following information shown: Lot, Blick & Subdivision name. Street Address of Project Building Setback Lines (also fill-in the shortest distance between property line to the exterior wall closest to that property line). Please be aware that all Building Setback Lines are taken from your Property Line Pins!! Your Property Line is NOT the Curb Line!! Front Setback: Left Side Setback: Right Side Setback: Rear Setback: Utility Faspments. Dwelling Unit It ,N !/' 2" stir,'/)" 55' Clear Site -Line at Intersection Corner Lots. ✓ Site Grading Elevations & Drainage. Garage First (main) Floor Height in relation to top of street curb at front -center of lot. Driveways (including width of driveway), Walkways, Patios, etc. Outbuildings. 2. Architectural Drawings (1/4" = 1' or 1/8" = 1' scale) with the following information shown_ Floor Plans) with overall dimensions (fill-in the following square foot areas). First Floor Finished Living Area: square feet Second Floor Finished Living Area square feet Lower Floor Finished Living Area: square feet Total Finished Living Area square feet Total Unfinished Living Area square feet / Garage Area square feet ✓ Bnnild• • Elevations Plans indicating doors, windows, exterior materials, building height,, roof pitch, roof -mounted evaporative coolers, etc. (fill-in maximum height below). Maximum building height to highest ridge line or building structural projection f feet above top of street curb at front -center of your lot. Engineered (stamped) Foundation Plan. Outbuildings indicating dimensions, elevations and overall height to ridge line. 3. Exterior Materials (fill-in the selections below): L Roofing Material: 2S' cJ 4-w- AST L4, I r' Color. Primary Siding Material ,S f v c. L 0 Color. ` t4 6 Accent Siding Material: Color. Trim Material• E tt.t tnr 1-- T , 1.--- / Color. Masonry Material: CO / er) ,S [ot,.. c_ Color. Materia.le, t ' J Stucco_• Yom,, � ,�., Color. Front Door Material: f'i 6V- al, a it L Color. Garage DoorMatetial: L( % f I-t..c / Color. rS 0 COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE COLOR SAMPLE n- _ C L 4. Landscape/Irrigation Plans with the following information: Planting Plan (indicate areas of irrigated lawn, tree placement, shrub beds, ground cover, etc.). Plant Material listing by species of trees, shrubs and grasses. Groundcover Material with weed control barrier. Fences. Other Landscape Improvements (decks, site lighting, flag poles, etc.). 5. Variance Request (if applicable) Give details below: 6. Residential Construction Monetary Deposit: I/We hereby acknowledge and understand that our failure to complete Home Construction, Improvement Projects or Landscaping Construction within the time constraints noted in Conditions 2. & 3. On Page 6 of this Application will result in a Notice and Opportunity for a Hearing before the BMSA Board o: Directors. If I/We are found in violation of these Conditions at the Hearing it will result in a fine to tht Owner of not less than 5500.00 per month for each fun month in excess of the allotted completion timt frame. I/We hereby aclmowledge that Home Construction or Improvement Projects or Landscape Constructio, features which are built in non-conformance with this full application, including the Conditions o Approval noted on Page 6 of 6 herein, I/We win be cited by the BMSA/AC in written citation form at tit, time of discovery. In extenuating circumstances a Variance may be requested from the BMSA/AC provided such Variance request item is within the purview and approval jurisdiction of the BMSA/AC If a Variance is not granted by the BMSA/AC and if the Non -Conforming Items are not corrected within 60 days after the date of written citation, I/We will be served Notice of a Hearing before the BMSA Boar. of Directors, and if I/We are found in 'violation of these Non -Conforming Items at the Hearing I/We wi be fined a minimum of 5500.00 per Non -Conforming Item. Notwithstanding the foregoing, I/W acknowledge that the BMSA Board of Directors and/or Architectural Committee may pursue any leg: remedy available in the event of a non-compliance_ Page 4 of 6 This portion of the Application )Form is to be completed by the Architectural Committee (not the Applicant). CONDITIONS OF APPROVAL or DISAPPROVAL No sitework or building construction may proceed on any Lot (including no preliminary site clearing, grubbing, grade alteration, stoning of material, foundation excavation, extension oftmderground uta, etc.) until the Project has received a Project approval from the Architectural Coffinittee and has been issued a Building Permit (as required by Garfield County for new home or Renovation projects). All general building and site improvements construction for any Project shall be completed and shall have issued a Certificate of Occupancy from the Garfield Comity Building Department no later than one (1) year after the issuance date of this Architectural Committee AvnrovaL 3. The complete landscaping and revegetation oldie improved Lot, to specifically include the front, side and rear yard areas, shall be completed no later than six (6) months from the date of the Certificate of Occupancy. 4. If the selection of colors and /or landscaping plans are not included with this application they must be submitted for approval beforeany action is taken to install/stthe missing items./ 5. � nim, 1-o �a-t a/r/ r :JWC 02.Q / T�' '✓"�^'J �Le itz;zaer 6. 7. Application lNproval iais of Architectural Committee Members): By: /�/►'}%( Application Approved for • nstruction subject to the above conditions: By Chairman: • e Date: //- ' f . 03 Application Denied (Initials of Architectural Committee Members): By: Application Denied for reason(s) stated above: By Chairman: D.,..e A ..F Due: rNn .GAJ PASTURES Awe 02 03 1124111a FAX 143. :970 532 4858 Dec. 02 2003 10:5491 P1 Jerre Mize 970-211%-7402 p.1 Fagan to pay finis levied 1,3 determined at the Bearing may also rank in a Lien being placed ea 'your Property or Stifltioo Protest Initiated by tie BMSA Board of Iih'eetors to num ooaformina with this fel Application sad hs respective Conditions Of Approval 1/We understand hist Ardiiaedural Cemadttse approvaldoesnot agitate approval of the localbuilding department, drainage chip or structural soundness, nor does it constitute ase.naa teat the plans comply with all applicable coda, regalttiom, ordinances and laws. I/We littler acknowledge that any subsequent Geld changes whirl I/We may desire to the Home Construction orlmptsvesseat Projects ottidsoriginal AppYeatioa Submittal and the original Conditions of Approval issued by the BMSA/AC will require as additional Revised Appbe tieo Submittal on our behalf, and that 1./We wtD not proceed with any sabspseat Said chaoga until a Revised Conditions of Approval bare been hawed to tut by the BMSA/AC. Owm'sPrintedNames FL7EE L.I.C. Date: r2/? /n -Peren >- fes: ',My, Builder's Signs/ore:pe„, Builders Printed Thor Page 5 of 6 //, i� STATE ELECTRICAL BOARD INSPECTION REPORT / CORRECTION NOTIICE Date Rec.—C-4- O 5/ PERMIT # Si 4 9l q Contractor/Home Owner: /..../-1-24___--11 Address: - -_ /.. - . TYPE OF INSPECTION: Par4ial Rough in Underground Final _ ACTION: Accepted v Rejected Remarks - REINSPECTION FEE Comments or Co9,tion; ( 64 ALL -- Inspector's Name A!../ �ir7J./1 Phone # 4 21 - CO gC Date .-'/. '72 y /� t fFORMS: P_NOTICB��OF yypp!! l/ F / G(/Fi 1 1(/J' lI I !W e_ 1l I C I COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 109 8th St. Suite 303 Glenwood Springs, Colorado Phone 945-8212 Job located at Permit No. 2 -?9, 1 have this day Inspected this structure and these premises and found the following corrections needed: Pae1E. 3e-�-c voj aJ v 44 I no 1.01,n�0� a°�Q%/5771-ig 457 Coe4.gia-- Dnernbny & /i, 57404 C,Q,tc E,Sua`�a You are hereby notified that the above correction must be Inspected before covering. When correction(s) have been made, call for in oate'v' C—o / av19 Phone 9454212 Building Inspector 0 7 1LZ9-9176 (0L6) amid 0- 3 3 0 N 0 0 O ID n 0 Io O w m O 0 w When correction(s) have been made, call for inspection at 970-384-5003. c m 7• ID CD" 7 00 A 0. Cr o m1° n 0 << 7 -t 7 n IO O P. 3 .Ni cr Id 7 .n. a O m ID CD m 9. IDN 0. Cr m ra o T m n N o m m 7 0 m � aCD 0 3 r 7 a. 7r, a 3 0 H H ID 0. H - Q O Ot c K 7 aN N O 0 — fl, '* S 3. 0 fO 01 0 O 2. 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O 07/10/L004 •0tl:L4 /0-243-3145 HARBERT LUMBER PAGE 01 • _ ,______ .sp _0, 41 5-172-4- Its T1 rS f`-LooE Gaon'? Pi N �'� y "-t ger S-2 y tea /P4 J Jsr ittix cc a 25V-4744$ - i verb mtic.6/ i 1 9g z �" serZ4. OB NAME: J064: OOATION: SHEET: OF ,ALESMAN: BY: DATE: Wilmington. North Carolina 1.800.999.9105 • FAX 910.763.8171 rww.lpcorp.com ' n • 1r•de,,w1 of Lodwn.Pacir Capo'o ,. 0 2001 Lemma-P•d& Cayaanon Al debts reserved. Pm2e in USA. DG 5M 0/e0745U 12AI .P LP Engineered Wood Products DUILOIL004 O0y4 ytD-[a,i-5i40 HARBERT LUMBER l ,-rni /57 6,0feP1 alc. Sheet Summary Table WE 02 Page 1 of 3 Member:Al Defl: L7480 L/240 Length: Product: 11 7/8" LPI -300 Moment (ft-lbf) Shear (lbf) 1L Deflection (in) TL Deflection (in) Control:Max End React. Member:A2 Defl: L/480 L/240 Length: Product: 11 7/8" LPI -300 Moment (ft-lbf) Shear (lbf) LL Deflection (in) TL Deflection (in) Control:Max End React. Member:A3 Defl: 1.1480 L/240 Length: 19.990ft Product: 11 7/8" LPI -300 Moment (ft-lbf) 834.52 Shear (lbf) 423.88 LL Deflection (in) .03 TL Deflection (in) .04 Control:Max Int. React. Member:A4 Defl: L/480 L/240 Length: Product: 11 7/8" LPI -300 Moment (ft-lbf) Shear (lbf) Cant. Shear, Rt. (lbf) LL Deflection (in) TL Deflection (in) LL Defl., Rt. (in) TL Defl., Rt. (in) Control:Max Int. React. Member:A5 Defl: L/480 L/240 Length: Product: 11 7/8" LPI -300 Moment (ft-lbf) 2208.99 Shear (lbf) 542.71 LL Deflection (in) .25 TL Deflection (in) .31 Control:LL Deflection Member:A6 Defl: L/480 L/240 Length: Product: 11 7/8" LPI -300 Moment (ft-lbf) 834.52 Shear (lbfl 423.88 LL Deflection (in) .03 TL Deflection (in) .04 Control:Max Int. React. Member:A7 Defl: 1/480 L/240 Length: Product: 11 7/8" LPI -300 Moment (ft-lbf) 1048.75 Shear (lbf) 494.77 1. Deflection (in) .06 TL Deflection (in) .07 Control:Max Int. React. Member:A8 Defl: L/480 L/240 Length: 5.750ft Product: 11 7/8" LPI -300 !foment (ft-lbf) 275.52 Shear (lbf) 191.67 LL Deflection (in) .01 TL Deflection (in) .01 Control:Max End React. member:A9 Defl: L/480 L/240 Length: Product: 11 7/8• LPI -300 Moment (ft-lbf) 352.08 Shear (lbf) 216.67 LL Deflection (in) .01 TL Deflection (in) .01 Control:Max End React. Member:A10 Defl: L/480 1/240 Length: Product: 11 7/8" LPI -300 Moment (ft-lbf) 274.52 Shear (lbf) 191.32 LL Deflection (in) .01 TL Deflection (in) .01 Control:Max End React. Member:All Defl: L/480 L/240 Length: 5.823ft Product: 11 7/8• LPI -300 Moment (ft-lbf) 282.55 Shear (lbf) 194.10 8.201ft 2 Reactions(lbf): 208.00 208.00 16.0 O.C. TI 571.49 5075.00 lit Span one 276.04 1425.00 191 Span one .02 .21 L/999+ Span one .03 .41 L/999+ Span one Total load 100% Total load 1001 Total load 1004 Total load 1004 8.781ft 2 Reactions(lbf): 220.00 220.00 16.0 O.C. TI 642.59 5075.00 124 Span one 292.71 1425.00 20% Span one .03 .22 1/999. Span one .03 .44 L/999+ Span one Total load 1004 Total load 1001 Total load 1004 Total load 100% 3 Reactione(lbf): 207.00 626.00 219.00 16.0 O.C. TI 161 Span two 5075.00 1425.00 .26 .51 29% L/999+ L/999+ Span two Span two Span two 21.208ft 3 Reactione(lbf): 207.00 16.0 O.C. TI 852.97 5075.00 164 Span three 430.60 1425.00 30% Span two 66.67 1425.00 4% Span three .03 .26 L/999+ Span two .04 .52 L/999+ Span two -.01 .20 21/999+ Span three -.01 .20 21/999+ Span three 16.281ft 2 Reactions(lbf): 408.00 16.0 O.C. 71 5075.00 434 Span one 1425.00 381 Span one .41 L/788 Span one .81 L/630 Span one Total load 1004 Total load 1004 Even Spans 1004 Even Spans 100% 632.00 277.00 Adjacent 1 1004 Adjacent 1 100% Adjacent 2 100% Even Spans 100% Even Spans 100% Even Spans 1004 Even Spans 1001 408.00 Total Total Total Total load 1004 load 1001 load 100% load 1001 19.990ft 3 Reactione(lbf): 207.00 626.00 219.00 16.0 O.C. TI 5075.00 161 Span two Total load 1004 1425.00 291 Span tura Total load 1001 .26 L/999+ Span two Even Spans 1001 .51 L/999+ Span two Even Spans 1001 21.990ft 3 Reactiona(lbf): 206.00 16.0 O.C. TI 5075.00 204 Span one 1425.00 34% Span two .31 L/999+ Span two .61 L/999+ ,Span two 695.00 260.00 Total load 1001 Total load 1001 Even Spans 100% Even Spans 1004 2 Reactions(lbf): 144.00 144.00 16.0 O.C. TI 5075.00 1425.00 .14 .29 51 134 L/999+ L/999+ Span one Span one Span one Span one 6.500ft 2 Reactions(lbf): 163.00 16.0 O.C. TI 5075.00 6t Span one 1425.00 154 Span one .16 L/999+ Span one .32 L/999+ Span one 5.740ft 2 Reactions(lbf): 144.00 16.0 O.C. TI 5075.00 511 Span one 1425.00 13% Span one .14 L/999+ Span one .29 1/999+ Span one Total Total Total Total 163.00 load 100% load 1001 load 1004 load 100% Total load 1004 Total load 100% Total load 100% Total load 100% 144.00 Total load 1004 Total load 1004 Total load 100% Total load 1004 2 aeactione(lbt)e ' 146.00 146.00 16.0 O.C. TI 5075.00 5% Span one Total load 100% 1425.00 134 Span one Total load 100% M1 S1 01 D2 M1 S1 01 D2 M1 91 01 D2 M1 S1 63 01 D2 D6 D7 61 S1 01 D2 M1 S1 D1 D2 141 81 D1 D2 141 S1 D1 D2 M1 81 D1 02 M1 61 01 02 141 S1 vv, aV. d.Vvn . W.L." alc. Sheet Summary Table mmman<1 LLM"WtK PAGE 04 Page 3 of 3 TL Deflection Control:Max End Member:G2 Dell: Product: 9 1/2' Moment Shear LL Deflection TL Deflection Control:Max End Member:G3 Defl: Product: 9 1/2' Moment Shear LL Deflection TL Deflection Control:Max End Member:G4 Defl: Product: 9 1/2" Moment Shear LL Deflection TL Deflection Control:Max End Member:G5 Defl: Product: 1 3/4" Moment Shear LL Deflection TL Deflection Control:Moment Member:06 Defl: Product: 1 3/4" Moment Shear LL Deflection TL Deflection Control:Moment Member:B7 Defl: Product: 1 3/4" Moment Shear LL Deflection TL Deflection Control:Shear (in) React. L/360 L/240 Length: LPI -300 (ft-lbf) (lbf) (in) (in) React. L/360 L/240 Length' LPI -300 (ft-lbf) (lbf) (in) (in) .01 .26 L/999. Span one 3.615ft 266.20 294.59 .01 .01 2 Reactions(lbf): 294.00 1 ply TI 3645.00 71 Span one 1225.00 241 Span one .12 L/999. Span one .18 L/999+ Span one 3.906ft 303.27 310.55 .01 .01 2 Reactions(lbf): 310.00 1 ply TI 3645.00 81 Span one 1225.00 25% Span one .13 L/999+ Span one .20 L/999. Span one React. L/360 L/240 Length: 7.781ft LPI -300 (ft-lbf) 1885.95 (lbf) 1096.92 (in) .11 (in) .14 React. L/360 L/240 Length: 21.990ft G -LAM 11 7/8" 2650 1.9e (ft-lbf) 3870.87 (lbf) 1209.96 (in) .06 (in) .08 2 Reactions(lbf): 1097.00 1 ply TI 3645.00 511 Span one 1225.00 89% Span one .26 L/640 Span one .39 L/650 Span one 3 Reactione(lbf): 370.00 2 ply TV 18186.70 211 Span two 7896.88 15% Span two .41 L/999. Span two .61 L/999. Span two L/360 L/240 Length: 28.563ft G -LAN 11 7/8. 2650 1.9e (ft-lbf) 13542.86 (lbf) 4310.79 (in) .40 (in) .47 3 Reactions(lbf): 3133 2 ply TV 18186.70 74% Span one 7896.88 541 Span one .54 L/406 Span two .B1 L/409 Span two L/360 L/240 Length: 17.500ft G -LAM 11 7/8" 2650 1.9e (ft-lbf) (lbf) (in) (in) 6784.14 3269.80 .16 .19 Total load 1001 294.00 Total Total Total Total 310.00 load 1003 load 100% load 1001 load 1001 Odd Spans Odd Spans Odd Spans Odd Spans 782.00 Total Total Total Total 100% 1001 1001 1001 load 1001 load 100% load 1001 load 1001 2430.00 904.00 Even Spans 1001 Total load 1001 Even Spans 100% Even Spans 1004 00 9562.00 3232.00 3 Reaetione(lbf)i 2712.00 1 ply TV 9093.35 74% Span two 3948.44 82% Span one .33 L/730 Span one .50 L/619 Span one Total load 100% Total load 100% Even Spans 100% Ewen Spans 100% 7604.00 1005.00 Total load 1001 Total load 100% Odd Spans 1001 Odd Spans 100% 112 M1 S1 D1 D2 M1 S1 D1 D2 M1 81 D1 D2 M1 81 D1 n2 M1 S1 01 D2 M1 S1 01 D2 w:aw cvOV 00.c4 J:0-[4.Y,i147 :alc. Sheet Summary Table HARBERT LUMBER PAGE 03 Page 2 of 3 LL Deflection (in) TL Deflection (in) Control:Max End React. Member:Al2 Defl: L/480 L/240 Length: Product: 11 7/8" LPI -300 Moment (ft-lbf) 274.52 Shear (lbf) 191.32 LL Deflection (in) .01 TL Deflection (in) .01 Control:Max End React. Member:A13 Defl: L/480 L/240 Length: Product: 11 7/8" LPI -300 Moment (ft-lbf) 1991.43 Shear (lbf) 666.64 LL Deflection (in) .17 TL Deflection (in) .20 Control:Max Int. React. Member:A14 Defl: L/480 L/240 Length: Product: 11 7/8" LPI -300 Moment (ft-lbf) 1994.93 Shear (lbf) 666.85 Cant. Shear, Lt. (lbf) 66.67 LL Deflection (in) .17 TL Deflection (in) .20 LL Defl., Lt. (in) .00 TL Defl., Lt. (in) .01 Control:Max Int. React. Member:A15 Defl: L/480 L/240 Length: Product: 11 7/6" LPI -300 Moment (ft-lbf) 1991.43 Shear Ilbf) 666.64 LL Deflection (in) .17 TL Deflection (in) .20 Control:Max Int. React. Member:A16 Defl: L/480 L/240 Length: Product: 11 7/8" LPI -300 Moment (ft-lbf) 1994.93 Shear (lbf) 666.85 Cant. Shear, Lt. (lbf) 66.67 LL Deflection (in) .17 TL Deflection (in) .20 LL Defl.. Lt. (in) .00 TL Defl., Lt. (in) .01 Control:Max Int. React. Member:A17 Defl: L/480 L/240 Length: Product: 11 7/8" LPI -300 Moment Ift-lbf) Shear Ilbf) LL Deflection (in) TL Deflection (in) Control:Max Int. React. Member:A18 Defl: L/480 L/240 Length: Product: 11 7/8" LPI -300 Moment (ft-lbf) Shear (lbf) LL Deflection (in) 71. Deflection (in) Control:Max Int. React. Member:A19 Defl: L/480 L/240 Length: Product: 11 7/8" LPI -300 Moment (ft-lbf) Shear (lbf) LL Deflection (in) TL Deflection (in) Control:Max Int. React. Member:A20 Defl: L/460 L/240 Length' Product: 11 7/8" LPI -300 Moment (ft-lbf) Shear (lbf) LL Deflection lin) TL Deflection lin) Control:Max End React. Member:011 Defl: L/360 L/240 Length: Product: 9 1/2" LPI -300 Moment (ft-lbf) 230.11 Shear (lbf) 174.29 LS, n.t)nrrion (in) .01 .01 .15 L/999+ Span one .01 .29 L/999+ Span one 5.740ft 2 Reactions(lbf): 144.00 16.0 O.C. TI 5075.00 54 Span one 1425.00 134 Span one .14 L/999+ Span one .29 L/999+ Span one 37.563ft 4 Reactions(1bf1: -188.00 16.0 O.C. TI 5075.00 394 Span three 1425.0D 464 Span three .41 L/999+ Span three .82 L/982 Span three 39.781ft 4 Reactions(lbf): 201.00 16.0 O.C. TI 5075.00 394 Span four 1425.00 464 Span four 1425.00 44 Span one .41 L/999+ Span four .82 L/981 Span four .20 2L/999+ Span one .20 21./999. Span one 37.563ft 4 Reactions(lbf): -188.00 16.0 O.C. TI 5075.00 1425.00 .41 .82 394 461 1./999+ L/982 Span three Span three Span three Span three 38.781ft 4 Reactions(lbf): 201.00 16.0 O.C. TI 5075.00 1425.00 1425.00 .41 .82 .20 .20 394 464 44 L/999+ L/981 21./999+ 21./999+ Span four Span four Span one Span four Span four Span one Span one 37.563ft 4 Reactions(lbf): -188.00 16.0 O.C. TI 1991.43 5075.00 394 Span three 666.64 1425.00 464 Span three .17 .41 L/999+ Span three .20 .82 L/982 Span three 32.563ft 3 Reactions(lbf): 345.00 16.0 O.C. TI 2209.09 5075.00 434 Span one 679.96 1425.00 474 Span two .18 .41 L/999+ Span two .20 .82 L/968 Span two 21.104ft 3 Reactions(lbf): -250.00 16.0 O.C. TI 1766.47 5075.00 344 Span two 652.87 1425.00 454 Span two .14 .41 L/999+ Span two .17 .82 L/999+ Span two 4.563ft 2 Reactionellbf): 115.00 16.0 O.C. TI 173.47 5075.00 34 Span one 152.08 1425.00 104 Span one .00 .11 L/999+ Span one .00 .23 L/999+ Span one 5.281ft 2 Reactions(lbf): 177.00 1 ply TI 3645.00 64 Span one 1225.00 144 Span one .18 L/999+ Span one Total load 1004 Total load 1004 144.00 01 02 Total load 1004 M1 Total load 1004 SI Total load 1004 01 Total load 1004 D2 767.00 957.00 346.00 Adjacent 2 1004 Adjacent 2 1004 Odd Spans 1004 Odd Spans 1004 760.00 958.00 Adjacent 3 1004 Adjacent 3 1004 Adjacent 3 1004 Even Spans 1004 Even Spans 1004 Odd Spans 1004 Odd Spans 1004 767.00 957.00 M1 S1 D1 02 346.00 81 51 82 D1 D2 D4 05 346.00 Adjacent 2 1004 M1 Adjacent 2 1004 S1 Odd Spans 1004 D1 Odd Spans 1004 D2 760.00 955.00 346.00 Adjacent 3 1004 Adjacent 3 1004 Adjacent 3 1004 Even Spans 1004 Even Spans 1004 Odd Spans 1004 Odd Spans 1004 767.00 957.00 Adjacent 2 1004 Adjacent 2 1004 Odd Spans 1004 Odd Spans 1004 1018.00 348.00 Total load 1004 Total load 1004 Even Spans 1004 Even Spans 1004 887.00 330.00 Total load 1004 Total load 1004 Even Spans 1004 Even Spans 1004 115.00 Total Total Total Total 177.00 load 1004 load 1004 load 1004 load 1004 Total load 1004 Total load 1004 Total load 1004 M1 S1 S2 01 D2 D4 105 346.00 M1 S1 01 D2 411 S1 D1 D2 M1 S1 D1 D2 M1 51 121 D2 M1 S1 D1 Na I•� ,I t �/�./4477'--47s f Assessor's Parcel No21 0 - /tfl -AV- cos- Date c 1 I UIt,pING PER/AIT CARD f Job AddreL 27167 (Os `l. ,cGQt. ts-sh_ . ,.,„..-,.m.‘fh ,viei5i Owner V C LL C. Address �cy Eva 71-4. J1• BY'geh'JCDPhhone ii ?d -5331'004 Address P,C.IikL 065 ,N1)b Phone #970 -%,Sc -344,/ Contracto Setbacks: Front - Rear RH LH Zoning cVt�f &w 4..w( INSPECTIONS Soils Test Footing LO Ofait Foundation 542-0 ¥ /9h4 Grout Underground Plumb'ng S-2` Rough Plumbing -2g Framingr *,d D` Insulation � Roofing Drywall 5 -2�0 —0 `% y1- Gas Piping o�%-O yelay..._ EXTERIOR Address No Drainage Weatherproofing Mechanical Electrical Rough (State) -%'o�A �. Elect( al in State) '27 -in Certificate Occupancy # Date Septic System # Date Final Final it hecklist Completed9 NSA Other NOTES (continue on back) FINAL CHECKUST MECHAN LJCA RO ea Hd10 m (S TX Bolbr 1.N�M Headroom (8't{") Railing & guardrails Waith Rise & run KITCHEN Clearance above V% Exhaust fan Hot water Decka•eupport & clearance to wood F.A. gedoil Dacia -stain 8 rails Floor drain .F0 Exterior locks Clearance Flaahmg around doors 1 wmdowa AM con j Insect screens Hot water heater / INTERIOR GARAGE Fire wall separation Service doors -IW min. Door (20 min.) wlauto closer -14V men Mach equip. 19" above Ibor No opening into sleeping area BASEMENT -CRAWL AREA Access Insulation HeadrooMSlairs Ventilation Combustion air Broiler exhaust (1 hr. chase) Gas piping. valves V/Q BEDROOMS LPG Drain Alii Egg FIREPLACE/STOVE Smoke detector Ciearanoe to combustibles BATHROOMS Termination of chimney Exhaust fan Combustion air Shatterproof glass Hearth (12" or 20" on sides) OTHER Glass doom Certified by. REMARKS INSPECTION WILL NOT BE MADE UNLESS . THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT �' ff GAATR//FIELD COUNTY, COLORADOQ' qQ Date Issuedal.40 l Zoned Area Permit No...l09.1 !!!! 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. UsSICon 03 art pNI Address rLegal Description �(w,.,'r�d tort Owner { Lr ` L `�' ( ntracto�i 0.MtGC Li 1 ` , Setbacks Front Side Side 11 Rear This Card Must Be Posted So 11 is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 311.."M Foundation 3_/Z -D / ,&jr.. Underground Plumbing j.,27-0 »j. Insulation / ��7 Drywall 5-2,0-0 !/ ough Plumbing — ' ? 7;4.gi Chimney & Vent •-11-0 ,Qikc El t F i I (by Sta a In . - or 1 Gas Piping �t to Final 3.1 .-0 Electric Rough (By State Inspector) _-( ,• Septic Final 4 - Framing S-,V—e) tai (To include Roof in place a ' d 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 Phone 384-5003 t I(Q 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD D V IF PLACED OUTSIDE COI/ERITH CLEAR PLASTIC