Loading...
HomeMy WebLinkAboutApplication- Permitt 1 Garfield County Building, Sanitation, & Planning Department 108 8h Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. 8895 Job Address [J33 t X.l./ f-a'i /" ,Cer,G6�L S16), -j PE. Lr4‘ 239-1 dal 1'16 u,t o 0)1 `IL Q Nature of Work Building Permit Use of BuildingStgLiQ.wu„ Owner4wtil' '�� 'I • ) '� + C q Contractor V v --r " v a 1 Amount of Permit $ /. a5 ��' Date� 1- /ode'03 g1-3104 alf24,Z.a-keit Clerk - �n 4, 1 T Permit No: 1GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8i° Street, Suite 201, Glenwood Springs, CO 81601 Phone: 97Q-945-8212/Fax: 970-384-3470 / Inspection Line: 970-384-5003 Parcet/Schedule No: Q391—aal-o5-0a0 / ' AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 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 IT SHALL BECOME NLLL AND VOID. THE ISSUANCE OFA FERMI BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TAE 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, OAIISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AI',D OWNER. COMMENTS ARE Q �1 ka., INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. S1 Gvfom.003 I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): tSqc 1 0\ J ' S.3 Job Address: b2 33 5,1.�SCt ij i Place-, ('olbo..Jake_, Co SIloa`3 1 Lot No: Block No: Subd. / Exemption: 10 STI r`; NQ I'1 2 Owner(: RAS c1O\Qh-4Sulla TvrrJt( Address 9.0.bcyJAtooSeM i61� Ph: ,,JJ coo -379- 190-7 Wk Ph: 371-aoi5 3 Contractor:) Address: Ph: Lic. No. 4E404 4 Architect/Engineer: Kul'Y+'s erns jDoj horncs a Address: I-4wi�6 . POr Ph: CI1riS C(arlL 5/0- `AO g -(42-t Lic. No. C-9213 5 Sq. FL of Building: at ° �6cri ;,x1,3 stn t.K--5 Sq. Ft. of Lot: 10. `i 17 acres Height: No. of Floors: a+ Baaf*a.,t 6 Use of Building:\ SIN51rL 401;11 gesso\rr\Sxt Go( TA.,k Ckytki.ti dtckg_,± • 7 Describe Work: Ncc' \u5 \000.1C- 8 Class of Work: New o Alteration . Remove ❑ Addition o Move 9 10 Garage: NIA o Single ❑ Double Carport: / o Single / o Double X Driveway Permit k On -Site Sewage Disposal X Site Plan / N A - ' (Septic) / 11 Valuation of Work: $ 3001 0130.OC1 a. Adjusted Va u ns: $ 268//763 'r` OA R t -fa, l/,, 0.. 1 II,NI s! 319/ i j ) 12 Special Conditions: a -"Di ^� All Q n/ D 3 NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NI, EL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED ISNOT COMMENCED WITHIN 180 DAYa, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRAC OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO V • TE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOC LAW Rf CONSTRUCTION OR THE PERFORMANCE • F C I ST' UCTION. l* U.Cf , Plan Check Fee: l O //�/ .� TfIQ Permit Fee: l ,/6° g2z5 7r t J 7 sated T tal Fee: 4 Permit Issued: ,9f 3'�C .�- /i i 5722.0 OCC Group: Cp➢St. hype: ((/(� JT(}-. `, N. Zoning: Setbacks: Manu. Home: /SDS No. & 04/. «O•00 S-4,5 ream Y" Fee: /) tO is (, r/ �j. Di° OCD" APPROVAL °ATE P PT. - . '' fir. . DATE / ' AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 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 IT SHALL BECOME NLLL AND VOID. THE ISSUANCE OFA FERMI BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TAE 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, OAIISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AI',D OWNER. COMMENTS ARE Q �1 ka., INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. S1 Gvfom.003 I HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): tSqc 1 0\ J ' S.3 aso 1 • The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector 2. jnnanent address assigned by Garfield County Building Department posted where readily visible from access road- 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non- absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. 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 1997 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. ****CANNOTOCCUPY 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 PREMISE UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certi ate of Occupancy for the dwelling under building permit# 5.7ci S e Date t082002 • r a I) VALUATION/FEE DETERMINATION Applicantu' y Subdivision S -gu ��— Address 02 ea,3 (irersa WALE Lot/Block 20 Date 7.49.03 Contractor Finished (Livable Area): Main 1381. Upper 9C14 Lower 13M Other Total Square Feet 34.12 Valuation Basement: Unfmished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation Decks/Patios: Covered 15Z Valuation Open 40 Valuation -970 Total Valuation za K'L 4? 2E3) •'g i VAL �I, ggcs 16 111-er ONJFEE ETERMINATION EApplicant Address 02 (iptarL �44E�f Date 7.29.0'3 Finished (Livable Area): Main 1384 Upper 9C4 Lower )381 Other Total Square Feet 3!x72 w Valuation 410.34itoaM Mua Rosin Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation -)30/4s) Li -01 1e O v Valuation Subdivision Lot/Block ZO Contractor Straw,/ ea 69 /ko'w 567 q(0q Garage: Crawl Space: Valuation Decks/Patios: Covered Valuation Open Valuation 152. x 2 4 40 89a ITD Total Valuation I) 2oa1u s 0 , k C1 rS7 7o ? op Ciug J 12) 140 Raoru t Y'i. 2E3) 3Co8 31e4$ 1/114,0 /7(42 1Zlol,ip 940 IS' 50 42 Z53,3ga 39,/23 ilias 36,4 8 , lip 317 )79 ) 4'U.. 7L) 2225:7 50 3261 ZN 37z2,4I 471.74 f 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. 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 be 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. 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: 106.3.1 (7.) 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 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 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 L--"- 3. 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 ✓ 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes ✓ 4A 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and✓clearances required between wood and earth? Yes 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and soffits? Yes 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and vyl loads? Yes 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes ✓ oN 00w0 Does the building section drawing or other detail include the method ofpositive connection of all columns and beams? Yes 12. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing (undisturbed) grade contours? Yes tMQ5uuuS f.i aj2 4 (raid S�� 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No ✓ 3 lor 1 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building ode Chapter 37? Yes No 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes ✓ No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes ✓ 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 saf glazing for these areas? Yes No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes ✓ No 51noWHals tnth1. W(in . 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, do you understand that the plan check fee will not be refunded should the architectural c mmittee deny or reject your building plans? Yes No 21. Will this be the only residential structure on the parcel? 0\ So Yes ✓ 502 rusk, No If no -Explain: Q\\owec\ 0. to . c\ • a \nkt& c\cx%e- 22. Have two (2)y.mplete sets of construction drawings been submitted with the application? Yes 23. Do you understand that the minimum dimensions a home can be on a lot is 20ft.wide and 20ft.long? Yes ✓ No 4 24. Have you designed or had this plan designed while considering building and other construction c de requirements? Yes No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes ✓ No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes ✓ No 27. Do you understand that approval for design and/or construction changes are required prior to the application f these changes? Yes No 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building pe t? 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-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. - Yes ✓ No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a S47.Qp re-inpsection fee? Yes No 31. Are you aware that you are 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 ar�d occupancy of the building? Yes ✓ No 32. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uni�atm Building Code? Yes �/ No 5 33. Are you aware that prior to submittal issuance 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 Dyment at 625-8601. Yes 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 performing the work will be required at time applicable inspection. Yes No 35. 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 p it application? Your attention in this is appreciated. Yes ✓ No I hereby acknowledge that I have read, understand and answered these questions to the best of m • bility. re of Owner Date Phone:(Alb - 319 - I`lo't (days); Project Name: to rNe cri0 - 319 - JerlG (evenings) 02_3 3 Project Address: reefalrb C\ N clgee esAbN , CO 811oa 'h Notes: If you have answered "No" on any of the questions, you maybe 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. bpminreq 04/2003 6 Garfield County Road and Bridge, District 1 73N Hwy 82, Glenwood Springs, CO 81681 978445-1223 ph. 945-1318 FAX Date: 08-05-03 Te: Building & Planning Frons: Bobby Burnham Re: Driveway permit exemption For. Randolph and Julia Turner 970-379-1907 Contractor: Mare S Mt. Valley Log Homes 970-984-0909 fax 970-984-0919 Locattes: 0223 Clipper Place Lot 20 Sterling Ranch Carbondale CO 81623 Scope of wort: Obtain blitz permit Road sad Bridge Cowan This property lies outside the system of maintained county roads, and is therefore exempt from County driveway permit requirements. Bobby Branham Dist.1 Road and Bridge • STIRLING RANCH 0704 Skipper Dr. Carbondale, CO 81623 (970) 963-0606 To Garfield County Building Dept To Whom It May Concern: The Stirling Ranch Design Review Board has approved the plans for the Turner Residence on Lot 20 of Stirling Ranch. Please call with any questions, (970) 948-4683 Sinceyely, Rebecca Stirling Stirling Ranch Design Review Board PLAN REVIEW CHECKLIST Applicant Date 9-z? 03 Building ✓l;ngineered Foundation /1,4 Driveway Permit C -r FII - ✓Surveyed Site Plan Septic Permit and Setbacks i / - GGrade/Topography 30% ✓Attach Residential Plan Review List L -'%f imum Application Questionnaire Subdivision Plat Notes AM. FireFDepartment Review ✓Valuation Determination/Fees ,'' Q Red Line Plans/Stamps/Sticker /4E.Attach Conditions \-App�lication Signed 1�Plan Reviewer To Sign Application ✓ ParcellSchedule No. f.L "4 40# Snowload Letter- Manf. Hms. GENERAL NOTES: Planni ' : /Zoning Pro rty Line Setbacks 30 Stream Setbacks ood Plain uilding Height Zoning Sign -off Road Impact Fees OA/DRC Approval (i.nict t- STMn to cue Grade/Topography 40% 4O Planning Issues Subdivision Plat Notes Aedibecbse by Seipley Ltd. September 16, 2003 Kuhn's Brothers RD 82 Box 408-A Lewisburg, Pa 17837 151 M* MOW Stse &lcwp. P. ,7.01 Re: Randolph & Julia Turner Residence, Carbondale, CO The above residence has been designed to meet or exceed the following criteria: Snow Load Floor Live Load Wird Load Exposure B Logs Roof System See attached data Sincerely, 70 bs. / square foot 40 bs. / square foot 80 m.p.h. U -value = .079 U -value = .0237 • RVALUE 7 3/8' go 0 94' C in ? o 4 bra r G r IV > Gl -4 c - S J � v8 r aRA Vi • 6 IC c IV in • l'' rS II ir MY — V r Z:5 i n J 8X8SDR LOG PROFILE • sillizie-‘ imp ' mar _ �, sues HiAG; W& MO- spree . c)5 11- ¶4%C-f1c41.A99 38.0 > r r'; e+. nvoisa ; .915 IWIEYtton- Ala. -1 Leo. .61 ,Od- (2)iX12 IEoa 111/461/A, Jr FmERCIASS /SUL BY OlHRS 5/8. MECO SWANK N/ 'K a P5 N FAT Bf OTHERS LAC COURSE (14 3/1' summit fc PROM CROSS MOII1AOON ANO At SPACE AIIGTOKWADED BfG '4111 girl Kuhns Ems. ICC HOMES NVcoRPORRIED RR 2, Box 406A 111 Lewisburg PA 17837 570-568-1422 LOONIES COUNC 1 L NAHB FOR SINPMENT TO: CUSTOMER NAME: Pgr1C1-0/e-)hl 4 -JULcc T„•-nr,- ADDRESS: 131 v- lav 1 c.0003 pSen (0 PIice/Z PNalE 1 ) CERTIFICATE OF INSPECTION The manufacturer certifies that each piece of timber covered by this certificate of inspection has been individually examined and inspected in accordance with the grading rules of the Log Homes Council and ASTM Standard D-3957 as recognized by the National Evaluation Service, Inc. - Report No. NER-0A154, and that the Umbers conform to the specifications as set forth below, being in good order and condition at the time of inspection. The grade of each timber is identified by a mark on the (Location) 7-041-9 The grades are distinguished as follows: of the log. BEAM GRADE HEADER GRADE - S4yn?ad WALL GRADE sin ft4d UTLRY GRADE NO.1 SAWN ROUND TIMBE H BEAM NO.2 SAWN ROUND TIMBER BEAM SIZE CLASSIFICATION SPECIE GRADE TOTAL FEET fuf4: DMA/ c k&v.l ct L' .0 t- ti G ( 2. },z11 Ja /n/ ILENGTHS leg P acro Len9-ilii CERTIRED GRADER NAMEt,(PRINT) k1V'.,1 6Ivo r - CG ID NO. 3.7„ DATE '9.,0J SIGNATURE Safeguard Business Systems ,mu LISA Fenn No tS811-3A02CS001026 5/02 045-00 WHITE - Customer YELLOW -Company PINK - Flb customer: Randolph & Julia Turner Building Site, County: Town, State: Model: Quote #: Change Orders: Contract Change Orders: Drawing #: Log Profile, Species: Garfield Carbondale, CO Modified Wilson 26514 3 1 5105 8x8 SDR white pine Line Quantity Quantity # Pack# Shinned Needed REPRESENTATIVE COPY Material DescriDlion Kuhns Bros. LOG HOMES INCORPORATED 390 Swartz Road Lewisburg, PA 17837 800-326-9614 MarcJaffrey Print Desert tion TAO 1 First Floor System 2 101 10 10 6X6X10 CCA P.T. Girder Posts 3 OP 40 40 A35 CONNECTOR Girder Post Connectors 4 102 4 4 2X10X8 SPF Girder Beam Material 5 105 4 4 2X10X24 SPF Girder Beam Matenal 6 111 176 170 4X10 (L.F.)ROUGH GREEN HMLK Perimeter Box 7 102 1 1 2X8X10 CCA Sill Plate 8 104 10 10 2X8X16 CCA Sill Plate OP 4 4 SILL SEAL Sill Seal Insulation 1• OP 24 24 SIKA-FLEX CAULK TAN Perimeter Box Caulking 11 102 21 21 2X10X12 SPF Floor Joist Material 12 103 86 86 2X10X14 SPF Floor Joist Material 13 103 11 11 2X10X14 SPF Blocking Material 14 112 45 45 3/4 T&G OSB OSB Subnoor 15 OP 60 60 CONSTRUCTION ADHESIVE Construction adhesive 16 OP 75 75 METAL BANDING (LIN.Ff Metal Banding 17 OP 12 12 LU28 JOIST HANGER Single Joist Hangers 18 OP 9 9 LUS28-2 JOIST HANGER Double Joist Hangers 19 OP 5 5 1 1/4" JOIST HANGER NAIL #1 Joist Hanger Nails 20 OP 2 2 LTB20 BRIDGING(200/CASE] Metal Joist Bridging 21 OP 1 1 8D CC SINKER NAIL 50# Floor Sheathing Nails - 50# Box 22 OP 1 1 16D CC SINKER NAILS 50# Joist Framing Nails 23 Basement Partition Framing 24 102 67 67 2X6X10 SPF Non -Load Bearing Studs 25 104 10 10 2X6X16 SPF Non -Load Bearing Plates 26 104 3 3 2X6X16 CCA P.T. 2x6 Bottom Plate Matenal 27 816 1X8 T&G WHITE PINE L.F. T8G Wall Finish 28OP 1 1 8D FINISH NAIL 5# Interior Finish Nails - 5# Box 9 108 9 9 2X6X16 SPF Nailers Loft Floor System 31 118 2 2 6X8X10 S4S WHITE PINE Support Posts 32 121 6 6 8X8X8 FULL ROUND WHITE PINE Support Posts 33 118 3 3 6X8X6 S4S WHITE PINE Lott Joists Page 1 Randolph Julia Turner 7/11/2003 2:22 PM Page 2 Randolph Julia Turner 7/11/2003 2:22 PM 118 2--,10' 2 6X8X8 S4S WHITE PINE Loft Joists 119 8 8 6X8X12 S4S WHITE PINE Loft Joists 36ill 118 1-12' 6714 3 8X12X6 S4S WHITE PINE Beam 37 118 8'/14' 1 8X12X8 S4S WHITE PINE Beam 38 119 2 2 8X12X12 S4S WHITE PINE Beam 39 119 1 1 8X12X14 S4S WHITE PINE Beam 40 102 25 25 2X10X12 SPF Floor Joist Material 41 104 22 22 2X10X16 SPF Floor Joist Material 42 104 3 3 2X10X16 SPF Nailers 43 740 1X8 T&G WHITE PINE L.F. T&G Ceiling Paneling 44 30 3/4 T&G OSB OSB Subioor 45 OP 24 24 CONSTRUCTION ADHESIVE Construction adhesive 46 OP 25 25 METAL BANDING (LIN.FT.1 Metal Banding 47 OP 1 1 8D CC SINKER NAIL 50# Floor Sheathing Nails - 50# Box 48 OP 52 52 10" OLYLOG SCREW Olylogs - 6x8 Beams 8 Floor Joists 49 OP 30 30 3/8 X 12 LAG Lags - 8x12 Beams 50 OP 30 30 3/8 WASHER 3/8" Washers 51 Exterior Doors and Windows 52 Therma-Tru Door Color - WalnUt 53 Andersen Door & Window Color - Terratone 54 Wood Grilles High Altitude Glass Required 2 ENTRY DOOR LOCKSET Entry Door Lockset 57 2 WALNUT FC STAIN KIT Therms -Tru Stain Kit 58 1 THERMATRU 3/0 FCG2150 RH W/EXT Therms -Tru Extenor Door 59 1 THERMATRU 310 FC2150 LH WIEXT Therma-Tru Exterior Door 60 1 ANDERSEN TERRA FWG5068 LH DOOR Andersen Patio Door 61 2 ANDERSEN TERRA FWG 2668 GRILLE Andersen Patio Door Grille 62 1 ANDERSEN TERRA PD2668 SCREEN Andersen Patio Door Screen 63 3 ANDERSEN TERRA FWG6068LH Andersen Patio Door 64 6 ANDERSEN TERRA FWG3068 GRILLE Andersen Patio Door Grille 65 3 ANDERSEN TERRA PD3068 SCREEN Andersen Paho Door Screen 66 1 ANDERSEN TERRA FWG8068RH Andersen Patio Door 67 2 ANDERSEN TERRA FWG4068 GRILLE Andersen Patio Door Grille 68 1 ANDERSEN TERRA PD4068 SCREEN Andersen Patio Door Screen 69 5 ANDERSEN FWG BRASS LOCKSET Andersen Patio Door Lockset 70 5 ANDERSEN FWG K/A BRASS LOCK CYLINDER Andersen Patio Door Lock Cylinder 71 1 ANDERSEN TERRA A41 TEMPERED Andersen Window 72 1 ANDERSEN TERRA A4 WOOD GRILLE Andersen Grille 73 1 ANDERSEN STONE A4 SCREEN Andersen Screen 74 2 ANDERSEN TERRA C13S FIXED Andersen Window 76 2 ANDERSEN TERRA C13S TEMPERED FIXED Andersen Window 4 ANDERSEN TERRA C3 WOOD GRILLE Andersen Grine 2 ANDERSEN STONE C3 SCREEN Andersen Screen 79 1 ANDERSEN TERRA C16 TEMPERED LH Andersen Window 80 1 ANDERSEN TERRA C16 TEMPERED RH Andersen Window Page 2 Randolph Julia Turner 7/11/2003 2:22 PM Page 3 Randolph Julia Turner 7/11/2003 2:22 PM 2 ANDERSEN TERRA C16 TEMPERED STATIONARY Andersen Window 4 ANDERSEN TERRA C6 WOOD GRILLE Andersen Grille 83 2 ANDERSEN STONE C6 SCREEN Andersen Screen 84 1 ANDERSEN TERRA CXW14 RH Andersen Window EGRESS 85 1 ANDERSEN TERRA CXW4 WOOD GRILLE Andersen Grille 86 1 ANDERSEN STONE CXW4 SCREEN Andersen Screen 87 1 ANDERSEN TERRA CR23 TEMPERED Andersen Window 88 2 ANDERSEN TERRA CR3 WOOD GRILLE Andersen Grille 89 2 ANDERSEN STONE CR3 SCREEN Andersen Screen 90 1 ANDERSEN TERRA TW2052 TEMPERED Andersen Window 91 2 ANDERSEN TERRA T W2052WOOD GRILLE Andersen Gnile 92 1 ANDERSEN TERRA TW2052 SCREEN Andersen Screen 93 4 ANDERSEN TERRA TW3046 Andersen Window 94 1 ANDERSEN TERRA TW3046-2 Andersen Window 95 12 ANDERSEN TERRA TW3046 WOOD GRILLE Andersen GriIle 96 6 ANDERSEN TERRA TW3046 SCREEN Andersen Screen 97 1 ANDERSEN TERRA TW28210-2 Andersen Window 98 4 ANDERSEN TERRA TW28210 WOOD GRILLE Andersen Grille 99 2 ANDERSEN TERRA TW28210 SCREEN Andersen Screen 100 1 ANDERSEN TERRA TRAP "A" LH 2'-0 7/16 X 2'-9 31/32" Andersen Custom Window 101 1 ANDERSEN TERRA TRAP "A" RH 2'-0 7/16 X 2'-9 31/32" Andersen Custom Window 1 • 1 ANDERSEN TERRA CUSTOM GRILLE TRAP "A" LH Andersen Custom Grille 1 ANDERSEN TERRA CUSTOM GRILLE TRAP "A" RH Andersen Custom Grille 104 1 r r (Andersen Custom Window 105 1 ANDERSEN TERRA TRAP "B" RH 2'-0 7/16 X 4'-10 13/32" Andersen Custom Window 106 1 ANDERSEN TERRA CUSTOM GRILLE TRAP "B" LH Andersen Custom Grille 107 1 ANDERSEN TERRA CUSTOM GRILLE TRAP "B" RH Andersen Custom Grille 108 2 ANDERSEN TERRA RECTANGLE TEMPERED 4'-0" X 31-0 1 Andersen Custom Window 109 i 2 ANDERSEN TERRA CUSTOM GRILLE RECTANGLE "B" Andersen Custom Grille 110 2 ANDERSEN TERRA RECTANGLE 4'-0" X 5'-7 9/32" "A" Andersen Custom Window 111 2 ANDERSEN TERRA CUSTOM GRILLE RECTANGLE "A" Andersen Custom Grille 112 1 ANDERSEN TERRA TRAP TEMPERED LH 2'-6" X 3'-7 3/32" Andersen Custom Window 113 1 ANDERSEN TERRA TRAP TEMPERED RH 2'-6" X 3'-7 3/32" Andersen Custom Window 114 2 ANDERSEN TERRA TRIANGLE 4'-0" X 4'-0" (1) LEFT, (1) RIGHT 115 1 ANDERSEN TERRA CUSTOM MULL KIT PER DRAWING Andersen Custom Grille 116 1 ANDERSEN TERRA G636 Andersen Window 117 2 ANDERSEN TERRA G636 WOOD GRILLE Andersen Grille 118 1 ANDERSEN TERRA G636 SCREEN Andersen Screen 119 90 1X8 T&G WHITE PINE L.F. Extension Jamb Material 120 68 WHITE PINE S4S 1 3/4 X 03 1/2 LIN. FT. Window Sill Trim 121 110 368 358 WHITE PINE S4S 1 1/2 X 04 1/2 LIN. FT. Window & Door Bucks 122 104 15 15 2X8X16 SPF Bucks (8x6D 8 8x8D Logs) 884 WHITE PINE S4S 1 3/4 X 03 1/2 LIN. FT. Interior 8 Exterior Window 8 Door Trim 406 1X4 #2 WHITE PINE (L.F.) Interior Window Trim 125 OP 3 3 16D GALV. FINISH NAIL 5# Window 8 Door Trim Nails 126 OP 120 120 SOCA-FLEX CAULK TAN Caulking 127 OP 480 480 3/8 X 2 FOAM GASKET Foam Gasket Page 3 Randolph Julia Turner 7/11/2003 2:22 PM 4 Page 4 Randolph Julia Turner 7/11/2003 2:22 PM Interior Doors 1 6 PANEL WP 2/0 DOOR Interior Door 130 1 6 PANEL WP 2/6 DOOR Interior Door 131 6 6 PANEL WP 2/8 DOOR Intenor Door 132 1 6 PANEL WP 3/0 DOOR Intenor Door 133 1 WG627 (2 13068 15 -LITE INT FRENCH DOOR Interior Door 134 1 2/0 LOUVERED BIFOLD DOOR Interior Bifold Door 135 3 4/0 LOUVERED BIFOLD DOOR Interior Bitold Door 136 1 POCKET DOOR FRAME Pocket Door Hardware 137 1 POCKET DOOR PRIVACY HARDWARE Pocket Door Hardware 138 30 3 1/2 X 3 1/2 HINGE (EACH] Interior Door Hardware 139 9 BEDROOM LOCKSET Interior Door Hardware 140 1 INTERIOR DOOR CHAIN BOLT Interior Door Hardware 141 1 SLIDING FOOT BOLT Interior Door Hardware 142 250 7' COLONIAL DOOR STOP Interior Door Stop 143 244 1X6 #2 WHITE PINE (L.F.) Interior DoorJambs 144 96 1X8 #2 WHITE PINE (L.F.) Interior DoorJambs 145 958 1X4 #2 WHITE PINE (L.F.1 Interior Door Trim 146 OP 2 2 8D CC SINKER NAIL 5# Interior Trim Nails - 5# Box 147 Partition Frames 148107 43 43 2X4X10 SPF Load Bearing Studs 1Q� 107 64 64 2X6X12 SPF Load Bearing Studs .� 106 2 2 2X4X8 SPF Non -Load Bearing Studs 151 100 2X4X10 SPF Non -Load Bearing Studs 152 37 2X4X12 SPF Non -Load Bearing Studs 153 9 2X6X8 SPF Non -Load Bearing Studs 154 36 2X6X10 SPF Non -Load Bearing Studs 155 25 2X6X12 SPF Non -Load Bearing Studs 156 8 2X6X14 SPF Non -Load Bearing Studs 157 8 2X4X16 SPF Paneling Nailers 158 8 2X6X16 SPF Paneling Nailers 159 108 6 6 2X4X16 SPF Header Material 160 106 4 4 2X8X8 SPF Header Material 161 113 2 2 1/2 CDX FIR PLYWOOD Header Filler Material 162 OP 1 1 16D CC SINKER NAILS 50# Partition Framing Nails 163 OP 70 70 3/8 X 8 LAG Stud to Log Wall Lags 164 OP 70 70 3/8 WASHER Stud to Log Wall Lags 165 800 1X8 T&G WHITE PINE L.F. T&G Wall Finish 166 OP 1 1 80 FINISH NAIL 5# Interior Trim Nails - 5# Box 167 52 2 X FULL 10 S4S WHITE PINE LIN.FT. Stair Tread Matenal 168 56 1X10 #2 WHITE PINE (L.F.) Stair Riser Material 169108 3 3 2X12X14 SPF Stair Stringer Material 66 66 3/8 X 5 1/2 LAG Exposed Stair Lags IOP OP 66 66 3/8 WASHER Stud to Log Wall Lags 172 220 2X3 ROUND RAIL WP RAIL 173 2 4 1/2" X 4' ROUND RAIL WP RAIL 174 10 4 1/2" X 6' ROUND RAIL WP RAIL Page 4 Randolph Julia Turner 7/11/2003 2:22 PM Page 5 Randolph Julia Turner 7/11/2003 2:22 PM 10 4 1/2" X 8' ROUND RAIL WP RAIL 6, 4 4 1/2" X 12' ROUND RAIL WP RAIL 177 9 8X8X4 FULL ROUND WHITE PINE RND 178 OP 20 20 3/8 X 3 LAG Post Lags 179 OP 20 20 3/8 WASHER Stud to Log Wall Lags 180 1 PRECUT 1/2 LOG STAIRS STAIRS 181 OP 3 3 SHIMS Shims 182 Solid Log Walls 183 Precut 7 pks 2692 LOG WP 8X8 SUPER DOUBLE ROUND 8x8 Super Double Round Log 184 140 8" LOG SIDING WHITE PINE 2x8 D Log Siding Skirtboard 185 Precut 6 6 27" 8X8 SDR WHITE PINE SIDNG CORNER 27" 8x8 SDR Log Siding Corner (3)L (3)F 186 Precut 96 96 8X8D SDR WP LOG FILLER Log Fillers (45)L (51)R 187 OP 32 32 1/2 X 8 LAG Log Lags (Extra Lags Not Precut) 188 OP 32 32 1/2 WASHER 3/8" Lag Washers (1 Per Lag) (Precut) 189 Precut in log pks 1450 3/8 X 12 LAG Log Lags (Precut) 190 Precut in log pks 1450 3/8 WASHER 3/8" Lag Washers (1 Per Lag) (Precut) 191 OP 16 16 3/8 X 12 LAG Log Lags (Extra Lags Not Precut) 192 OP 16 16 3/8 WASHER 3/8" Lag Washers (1 Per Lag) (Precut) 193 OP 12 12 8" POLE BARN NAIL 1# Pole Barn (14 Nails = 1 Lb.) 194 OP 1 1 16D GALV. FINISH NAIL 5# Log Siding Nails 195 Precut in log pks 175 SPLINE 1 1/2 X 7 8" LOG Log Splines 1a OP 78 78 SIKA-FLEX CAULK TAN Sika Flex Caulk Precut in log pks 1 8X8X12 S4S WHITE PINE Comer Post 198 OP 160 160 3/8 X 2 FOAM GASKET 3/8" Foam Gasket 199 OP 2920 2920 5/16 X 1/2 BUTYLOG GASKET Butylog Gasket - (20 Lineal Feet Per Ro 200 120 2 2 6X8X20 S4S WHITE PINE Wall Support Posts 201 OP 54 54 1/2 X 8 LAG Post Lags 202 OP 54 54 1/2 WASHER Post Lag Washers 203 OP 4 4 WOODGUARD 5 GALLON Woodguard (5 Gallon Container) 204 Log Siding Walls 205 106 3 3 2X4X8 SPF 2x4 Extenor Framing Material 206 108 2 2 2X4X16 SPF 2x4 Top Plate Material 207 108 2 2 2X4X16 SPF 2x4 Bottom Plate Material 208 106 21 21 2X6X8 SPF 2x6 Exterior Framing Matenal 209 107 3 3 2X6X10 SPF 2x6 Extenor Framing Material 210 107 10 10 2X6X12 SPF 2x6 Extenor Framing Material 211 108 3 3 2X6X14 SPF 2x6 Exterior Framing Matenal 212 108 8 8 2X6X16 SPF 2x6 Top Plate Material 213 108 6 6 2X6X16 SPF 2x6 Bottom Plate Material 214 108 4 4 2X6X16 SPF 2x6 T&G Nailer Matenal 215 107 2 2 2X10X12 SPF Window & Door Header Matenal 216 113 1 1 1/2 CDX FIR PLYWOOD Header Filler Material 284 1X8 T&G WHITE PINE L.F. T&G Interior Wall Finish OP 1 1 8D FINISH NAIL 5# Interior Wall Finish Nails 219 113 15 15 1/2 OSB OSB Exterior Sheathing 220 7 R-19 6X23 FACED INSULATION (75.07 SQ.FT.) 2x6 Insulation 24" O.C. Framing 221 116 1 1 15# FELT PAPER Exterior Wall Moisture Barrier Page 5 Randolph Julia Turner 7/11/2003 2:22 PM Page 6 Randolph Julia Turner 7/11/2003 2:22 PM 777 8" LOG SIDING WHITE PINE 2x8 D Log Siding Precut 6 6 27" 8X8 SDR WHITE PINE SIDNG CORNER 27" 8x8 SDR Log Siding Corner (3)L (3)1 224 Precut 6 6 43" 8X8 SDR WHITE PINE SIDING CORNER 43" 8x8 SDR Log Siding Corner (3)L (3)1 225 OP 22 22 SIKA-FLEX CAULK TAN Sika Flex Caulk 226 OP 2 2 16D GALV. FINISH NAIL 5# Log Siding Nails 227 OP 1 1 8D CC SINKER NAIL 50# Sheathing Nails 50# Box 228 OP 1 1 16D CC SINKER NAILS 50# Framing Nails 50# Box 229 Precut 12 12 8X8D SDR WP LOG FILLER Log Fillers (6)L (6)R 230 Log Siding Gable Dormer(s) 231 106 22 22 2X6X8 SPF 2x6 Exterior Framing Material 232 108 7 7 2X6X16 SPF 2x6 Top Plate Material 233 108 5 5 2X6X16 SPF 2x6 Bottom Plate Material 234 108 5 5 2X6X16 SPF 2x6 T&G Nailer Matenal 235 107 3 3 2X10X10 SPF Window & Door Header Material 236 116 1 1 1/2 CDX FIR PLYWOOD Header Filler Material 237 284 1X8 T&G WHITE PINE L.F. T&G Intenor Wall Finish 238 OP 1 1 8D FINISH NAIL 5# Interior Wall Finish Nails 239 OP 1 1 16D GALV. FINISH NAIL 5# Interior Wall Finish Nails - Log Siding Int 240 113 5 5 1/2 OSB OSB Exterior Sheathing 241 OP 1 1 14" BROWN ALUMINUM FLASHING Aluminum Shed Wall To Roof Flashing 242 3 R-19 6X23 FACED INSULATION 75.07 SQ.FT. 2x6 Insulation 24" 0.C. Framing 116 1 1 15# FELT PAPER Exterior Wall Moisture Bamer 40 256 8" LOG SIDING WHITE PINE 2x6 D Log Siding 245 Precut 12 12 27" 8X8 SDR WHITE PINE SIDNG CORNER 27" 8x8 SDR Log Siding Corner (6)L (6)F 246 Precut 12 12 43" 8X8 SDR WHITE PINE SIDING CORNER 43" 8x8 SDR Log Siding Comer (6)L (6)1 247 Precut 24 24 8X8D SDR WP LOG FILLER Log Fillers (12)L (12)R 248 OP 7 7 SIKA-FLEX CAULK TAN Sika Flex Caulk 249 OP 1 1 16D GALV. FINISH NAIL 5# Log Siding Nails 250 107 16 16 2X12X12 SPF 2x12 Rafters 251 108 2 2 2X12X14 SPF 2x12 Ridge 252 108 4 4 2X12X16 SPF 2x12 Valley Rafters 253 108 8 8 2X6X16 SPF Outlookers 254 OP 1 1 16D CC SINKER NAILS 50# Roof Framing Nails 255 123 54 50 2X10 S4S WHITE PINE LIN.FT. Fascia 256 282 1X8 T&G WHITE PINE L.F. Interior Ceiling Finish 257 OP 1 1 10 X 100 CLEAR PLASTIC Interior Ceiling Moisture Barrier 258 119 1 1 6X8X12 S4S WHITE PINE Collar Tie 259 115 148 148 1X8 T&G WHITE PINE L.F. Exterior Soffit Finish 260 OP 1 1 16D GALV. FINISH NAIL 5# Extenor Soffit Finish Nails 261 123 3 3 SOFFIT STRIP VENT Soffit Vent 262 114 9 9 5/8 OSB 5/8" OSB Roof Sheathing 263 OP 1 1 8D CC SINKER NAIL 50# Roof Sheathing Nails - 50# Box 4 R-38 12X16 UNFACED INSULATION 58.67 SQ.FT. Roof Insulation - 16.0.C. OP 1 1 16" INSULATION SUPPORT W IRE(100/CASE2 Insulation Support Wires - 16" O C. 266 106 2 2 2X4X8 SPF Insulation Stop 267 116 2 2 30# FELT PAPER Insulation Stop 268 117 2 2 ICE & WATER SHIELD Insulation Stop Page 6 Randolph Julia Turner 7/11/2003 2:22 PM Page 7 Randolph Julia Turner 7/11/2003 2:22 PM OR 40 30 RAFTERMATE Rafter Ventilation Barnes 123 5 5 ROOF EDGE Aluminum Drip Edge 271 3 30 YR HERITAGE RUSTIC SLATE SHINGLES 30 Year Rustic Slate Shingles 272 1 RUSTIC SLATE RIDGE CAP Rustic Slate Ridge Cap 273 OP 8 8 5/8 X 10 BOLT Collar tie Bolt 274 OP 16 16 5/8 WASHER 5/8" Bolt Washers 275 OP 8 8 5/8 NUT 5/8" Nut 276 Porch & Deck Materials 277 OP 2 2 14" BROWN ALUMINUM FLASHING Aluminum Flashing 278 12 2X8X8 CCA Porch Floor Header 279 26 2X8X10 CCA Porch Floor Header 280 4 2X8X12 CCA Porch Floor Header 281 3 2X8X14 CCA Porch Floor Header 282 44 2X8X8 CCA Porch Joists 283 52 2X8X10 CCA Porch Joists 284 OP 136 136 LUS28Z SINGLE ZINC JOIST HANGER Single Joist Hangers 285 OP 8 8 LUS28-2Z DOUBLE ZINC JOIST HANGER Double Joist Hangers 286 OP 11 11 1 1/4" JOIST HANGER NAIL #1 Joist Hanger Nails 287 103 5/4X6X12 CCA Porch Decking 288 103 5/4X6X14 CCA Porch Decking 289 OP 9 9 2" PREMIUM DECK SCREW 5# 2" Deck Floonng Screws 9 8X8X8 CCA ROUND Pressure Treated Round Porch Posts 11 4 8X8X10 CCA ROUND Pressure Treated Round Porch Posts 292 5 4 1/2 X 6 CCA ROUND Pressure Treated Round Porch Railing 293 16 4 1/2 X 8 CCA ROUND Pressure Treated Round Porch Railing 294 14 4 1/2 X 10 CCA ROUND Pressure Treated Round Porch Railing 295 304 2" X 3' ROUND SPINDLE Pressure Treated Round Balusters 296 11 2X6X10 CCA CCA2X6 Balcony Flooring 297 OP 12 12 LSSU28 ZINC ADJUSTABLE Joist Hangers 298 OP 1 1 3" PREMIUM DECK SCREW Deck Screws 299 OP 1 1 16D GALV. FINISH NAIL 5# Railing 8 Baluster Nails 300 3 6X8X8 S4S WHITE PINE Porch Roof Header 301 1 6X8X10 S4S WHITE PINE Porch Roof Header 302 OP 20 20 3/8 X 12 LAG Porch Roof Header Lags 303 OP 20 20 3/8 WASHER 3/8" Lag Washers (1 Per Lag) 304 15 2X6X14 SPF 2x6 Porch Rafters 305 15 2X6X8 SPF Porch Ceiling Joists 306 3 2X6X16 SPF Nailers 307 304 1X8 T&G WHITE PINE L.F. Porch Ceiling Finish 308 OP 1 1 8D FINISH NAIL 5# Ceiling Finish Nails 309 123 3 3 SOFFIT STRIP VENT Soret Vent 310 10 5/8 OSB 5/8" OSB Roof Sheathing 123 58 58 2X8 S4S WHITE PINE LIN.FT. Fascia ill 128 1X8 T&G WHITE PINE L.F. Soffit Finish 313 116 2 2 30# FELT PAPER Aluminum Drip Edge 314 117 1 1 ICE & WATER SHIELD Ridge vent 315 123 6 6 ROOF EDGE Aluminum Dnp Edge Page 7 Randolph Julia Turner 7/11/2003 2:22 PM Page 8 Randolph Julia Tumer 7/11/2003 2:22 PM 5 6X8X16 S4S WHITE PINE Floor Joist II 1 6X8X10 S4S WHITE PINE Joist Header 318 OP 16 16 3/8 X 8 LAG Porch Roof Header Lags 319 OP 16 16 3/8 WASHER 3/8" Lag Washers (1 Per Lag) 320 4 30 YR HERITAGE RUSTIC SLATE SHINGLES 30 Year Rustic Slate Shingles 321 1 pk Beam & Purlin Roof System 322 Precut 1 1 6X6X2 S4S WHITE PINE 6x6 Rafter Support Posts 323 Precut 2 2 6X8X2 S4S WHITE PINE 6x8 Rafter Support Posts 324 Precut 3 3 6X8X12 S4S WHITE PINE 6x8 Rafter Support Posts 325 Precut 1 1 6X8X10 S4S WHITE PINE Rafters 326 Precut 6 6 6X8X18 S4S WHITE PINE Rafters 327 Precut 1 1 6X8X10 S4S WHITE PINE Collar Ties 328 Precut 2 2 6X8X14 S4S WHITE PINE Collar Ties 329 Precut 1 1 6X8X4 S4S WHITE PINE Purlins 330 Precut 2 2 6X8X6 S4S WHITE PINE Purlins 331 Precut 9 9 6X8X8 S4S WHITE PINE Purlins 332 Precut 9 9 6X8X10 S4S WHITE PINE Purlins 333 Precut 7 7 6X8X12 S4S WHITE PINE Purlins 334 Precut 9 9 6X8X14 S4S WHITE PINE Purlins 335 Precut 1 1 6X8X6 S4S WHITE PINE Framing Members 336 Precut2 2 6X8X8 S4S WHITE PINE Framing Members Precut 1 1 6X8X10 S4S WHITE PINE Blocking o33Z 118 3--10' 3 6X8X8 S4S WHITE PINE Chimney Framing 339 OP 50 50 METAL BANDING (LIN.FT.) Metal Banding (25' Per Roll ) 340 12 12 GUSSET PLATE Gusset Plate #9 341 4 4 GUSSET PLATE Gusset Plate #55 342 4 4 _ GUSSET PLATE Gusset Plate #401 343 12 12 GUSSET PLATE Gusset Plate #420 344 2 2 GUSSET PLATE Gusset Plate #10 345 OP 34 34 3/8 X 8 LAG 3/8" x 8" Purlin Lags 346 OP 2 2 3/8 X 12 LAG 3/8" x 12" Purlin Lags 347 OP 36 36 3/8 WASHER 3/8" Washer (1 Per Lag ) 348 OP 176 176 5/8 X 7 BOLT 5/8" x 7" Gusset Plate Bolts 349 OP 352 352 5/8 WASHER 5/8" Washer (2 Per Bolt , 1 Per Lag ) 350 OP 176 176 5/8 NUT 5/8" Nut 351 IN GP BOY3 1 DRILL BIT 5/8 X 7 5/8" DnII Bit 352 115 3058 3058 1X8 T&G WHITE PINE L.F. T&G Interior Ceiling Finish 353 109 2 2 2X10X16 SPF Insulation Stop 354 86 86 2 3/4" RMAX R -Max Rigid Insulation 355 108 93 93 2X4X16 SPF Furring Strips 356 108 27 27 2X6X16 SPF Rafter Fillers & Insulation Stop 357OP 888 888 10" OLYLOG SCREW Purlin & Framing Member Lags 114 45 45 5/8 OSB 5/8" OSB Roof Sheathing I OP 15/8" 1 5/8" PLY CLIP(250/CASE) Roof Sheathing H -Clips 360 OP 40 40 1/2 X 8 LAG Post Lags 361 OP 40 40 1/2 WASHER Washers 362 117 2 2 ICE & WATER SHIELD Ice & Water Shield Page 8 Randolph Julia Tumer 7/11/2003 2:22 PM • Page 9 Randolph Julia Tumer 7/11/2003 2:22 PM 11§ 15 15 30# FELT PAPER Roof Felt Paper • OP 1 1 14" BROWN ALUMINUM FLASHING Roof Flashing 365 108 10 10 2X4X16 SPF Sub -Fascia Filler 366 123 168 156 1X6 #2 WHITE PINE (L.F.) Sub -Fascia 367 123 156 156 2X10 S4S WHITE PINE LIN.FT. Fascia 368 OP 1 1 16D GALV. FINISH NAIL 5# Fascia Nails 369 OP 12 12 RIDGEMASTER Ridge Vent 370 OP 1 1 2 1/2" GALV ROOFING NAIL 5# Ridge Vent Nails 371 123 16 16 ROOF EDGE Aluminum Drip Edge 372 OP 4 4 36" WIDE SCREEN Soffit Screen 373 15 30 YR HERITAGE RUSTIC SLATE SHINGLES 30 Year Rustic Slate Shingles 374 4 RUSTIC SLATE RIDGE CAP Rustic Slate Ridge Cap 375 OP 1 1 1 1/4" GALV ROOFING NAIL 5# Roof Shingle Nails 376 Rafter Roof System 377 122 21 21 GLU LAM 5 118X18 (LIN. FT.) Glu Lam Ridge Beam 378 107 2 2 2X12X12 SPF 2x12 Ridge or Valley Beam 379 109 26 26 2X12X18 SPF 2x12 Rakers 380 109 22 22 2X12X22 SPF 2x12 Rafters 381 108 5 5 2X4X16 SPF 2x4 Blocking 382 109 3 3 2X8X16 SPF 2x8 Nailers 383108 12 12 2X6X16 SPF 2x6Outlookers 2 2 6X8X20 S4S WHITE PINE Collar Ties I120 OP 18 18 5/8 X 10 BOLT Collar Tie Bolts 386 OP 36 36 5/8 WASHER 5/8" Bolt Washers 387 OP 18 18 5/8 NUT 5/8" Nut 388 964 1X8 T&G WHITE PINE L.F. Interior Ceiling Finish 389 115 344 336 1X8 T&G WHITE PINE L.F. Exterior Soffit Finish 390 OP 1 1 8D FINISH NAIL 5# Interior Ceiling Finish Nails 391 114 33 33 5/8 OSB 5/8" OSB Roof Sheathing 392 OP 1 1 5/8" PLY CLIP(250/CASE) 5/8" Roof Sheathing H -Clips 393 OP 1 1 8D CC SINKER NAIL 50# Roof Sheathing Nails - 50# Box 394 OP 1 1 14" BROWN ALUMINUM FLASHING Roof Flashing 395 11 R-38 12X16 UNFACED INSULATION (58.67 SQ.FT.) Roof Insulahon - 16" O.C. 396 OP 2 2 16" INSULATION SUPPORT WIRE(100/CASE) Insulation Support Wires - 16" O.C. 397 108 3 3 2X4X16 SPF Insulation Stop 398 116 5 5 30# FELT PAPER Felt Paper 399 OP 1 1 10 X 100 CLEAR PLASTIC Poly Vapor Barrier 400 117 3 3 ICE & WATER SHIELD Ice & Water Shield 401 OP 90 90 RAFTERMATE Rafter Ventilation Baffles 402 123 6 6 SOFFIT STRIP VENT Soffit Strip Vent 403 OP 10 10 RIDGEMASTER Ridge Vent 404OP 25 25 METAL BANDING (LIN.FT.) Metal Banding t 25 Per Roll ) OP 1 1 2 1/2" GALV ROOFING NAIL 5# Ridge Vent Nails 123 10 10 ROOF EDGE Aluminum Drip Edge 407 123 50 40 2X8 S4S WHITE PINE LIN.FT. Trim 408 123 94 94 2X10 S4S WHITE PINE LIN.FT. Fascia 409 OP 1 1 16D GALV. FINISH NAIL 5# Fascia Nails Page 9 Randolph Julia Tumer 7/11/2003 2:22 PM r. • • I , 12 30 YR HERITAGE RUSTIC SLATE SHINGLES 30 Year Rustic Slate Shingles 3 RUSTIC SLATE RIDGE CAP Rustic Slate Ridge Cap 412 Completion Costs 413 2288 BLUEPRINT SQFT COST Blueprints 414 OP 2 2 SITE SIGN WITHOUT # Site Sign w/o Representatives Number 415 1 CONSTRUCTON MANUAL Construction Manual I / We do hereby certify that I / we have read and reviewed this material list and understand that this list represents the purchase price in its entirety, and supercedes any prior verbal or written agreement. Purchaser Date Purchaser Page 10 Randolph Julia Turner 7/11/2003 2:22 PM Date JCT ? 200i ;N "rtNG ountain Valley Log Homes Construction Inc. Garfield County Building and Planning Department Andy Schwaller 108 8`h Street, Suite 201 Glenwood Springs, CO 81601 10/22/03 Re: Turner Residence, Lot 20 Stirling ranch, 0233 Clipper Place, Carbondale Dear Andy, This letter is to notify the Building Department that I am no longer the General Contractor or the contact person for the Turner Residence. I would appreciate it if you could remove my company and my name from this permit. It was a pleasure working with you, and I look forward to working with you again in the future. Please do not hesitate to contact me with any questions or concerns. Sincerely, Marc Jaffrey Mountain Valley Log Homes P.O. Box 499 • New Castle, CO 81647 1-800-GET-KUHN • www.mountainvalleyloghomes.com RECEIVED AUG 0 3 2004 GARFIELD COUNTY BUILDING & PLANNING — STIRLING RANCH — May 12, 2004 Garfield County Planning Department 108 8t Street, Suite 201 Glenwood Springs, Colorado 8160I To Whom It May Concern: The Stirling Ranch Design Review Board has approved the design for the garage additions submitted by the Toner's to be constructed on Lot 20 of the Stirling Ranch Subdivision based on several condition.. Ttapk you, ebecca Stirling (970) 927-3030 (970) 948-4683 cell (970)927-9010 fax p.e OSb;SZ60L6 TO :E 1200Z/E0/80 • Julia Turner PO Box 11003 Aspen, CO 81612 July 13, 2004 Garfield County Building & Planning 109 8th Street, Suite 303 Glenwood Springs, CO 81601 Dear Sir/Madam: Please find enclosed 2 sets of garage plans for our existing home which is currently under construction (Permit No. 8895). I called your office and was informed that the garage would be classed as an addition so 1 didn't have to fill out a whole new application. I am also attaching a copy of our current building permit. If you have any questions or require additional information, please do not hesitate to contact me at 970-379-1907 RECEIVED JUL 1 4 2004 GARFIELD COUNTY BUILDING & PLANNING GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner's Name urrRl . Present Address System Location Legal Description of Assessor's Parcel No SYSTEM DESIGN Permit N2 3860 Assessor's Parcel No. This does not constitute a building or use permit. Phones ig-an .a3il-a9/ -05cwo - Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other (� /J� �, Date DetJ _ 240 3 Inspector ( Gf-Q.CLl219 RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE •CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs.alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specif ications contained in the application of permit commits a Class I. Petty Offense ($500.00 fine —6 months in jail or both). White -APPLICANT Yellow - DEPARTMENT COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at ©r3 3 Cl //;pen ,0! Permit No. -95- I have this day inspected this structure and these premises and found the following corrections needed: K aoryile4 Q L D, nia4 dxtio.c ADes op Po Si T 'e Ace -rem e`d deo / .,L ou-S E You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date //-/ 3uiluing Inspector Phone (970) 945-8212 INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB a Is 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date lssuedgta Zoned Area Permit No 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. 7 Us5iv01 ,saj. r IJ ctecies Wt. le Address o Legal Desc * two Gan Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. THIS PERMIT IS NOT TRANSFERABLE 403 111' 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD !!!!! Date 10:...�r +rQk'By 4r Q )bc IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC t I 3( U (1X1 i (ESR11 Footing 2 - ZS--Oi<--Z-Oei� Foundation -57-Z-01/dry ja-/o- co Tiit— Oa Vic,:. aN Underground Plumbingjj-i0 .'Ark Insulation 0.... — '1t l� Rough Plumbing C_z3 :-o gl Drywall l _i, I AI Chimney & Vent U! j AM. E:ectric Final (by State Inspector) Gas Piping 9-z3-0,lin Final _19 --0 ,., Electric Rough (By State Inspector, gamy Septic Final Framing 9- Z 3 -( (To in de Roof in place annd'Windows and installed). Notes: ,,,,?Awe -e -0 re ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE 403 111' 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD !!!!! Date 10:...�r +rQk'By 4r Q )bc IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC t