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HomeMy WebLinkAboutApplication-PermitGarfield County Building & Sanitation Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. qcc Job Address l r aku_ko__-,. Nature of Work Building Permit ICr 1 — 1 - CO — 1 O r Use of Building , 'i_o (1 CD ' ak)t 1,A•_ . L1/4i/ Iftp_13 C.-5Y\SL_. Lb Owner Contractor Amount of Permit $ /573 6(1- Date Clerk /c) - 0/ar 40(6— r=-� ,) ,. - of ) Permit No: GARFIELD COUNTY BUILDING PERMIT APPLICATION ICS S's Street, Suite :01, Glrr,,,•ood Spriggs, CO 51601 • I'ilonr: 971)-945-5212 / Fix: 570.354-3470 "inspection Line: 97U-3Ji4-3CC3^y_. i 1 PBECOSchedulc\o: C . °-°C1 wAGREEMENT PER\FISSION 1S IIER Env GRANTED TO THE APPLICANT AS O11NER, CONTRACTOR AND,OR TUE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUC 1 TILE: silt L-CTCHE:.1S DETAILED ON PIANS AM) SPECIFICATIONS SUDMITTED TO ANI) REVIEWED 13Y TILE BUILDING DEP.1R'I'S€EN'1: 1 IN CONSIDERATION OF TIIE. ISSSL'A\CE OF' 11115 PERMIT, 111E SIGNF:II. DERk:BY AGREES 7'0 compi:1' Willi AU. BUILDING CODES AND LAND 1:1`F. :tE:GLIAMI€1N .V-103'1133131-G.1fi FIE l.!,('w:.11 I'VRSI.A.`-1'1()All1IDIZ11I'GIVEN IN::12:2 •)t CRS AS.1'•L:N D!:D. Till: s1c;'tK }-1 ll{ AG'.EES 111 \I IF"! DE AVOW SAID OItLINANCE:S ARE NOT 1.1'1.1,1 COMPILED 111111 iN 111 F: LC'O.1T1ON. ERECCEON,CONSTRUC-ITON, AND est; Of 1111: AL'OVE i1:SCIa91.II STRIXT URE,'{ DIE PERMIT 'I:11' BE RF:VONI:D UV NOl'ICE FROM TOE COUNTV ANI) TIIAT1 IIEN AN'LE1 I IERF: IT S1HAL1. BECO.\IF NULL. AND VOID. TILE: ISSUANCE UFA !'ERM- IIASEU CPUN PIANS, SrE:Ct1ICATIONS AND OT1IE II F) \TA 511 LLE. NOT PREVENT 111E BLII.DIN(. (WFICIAI. EPOM TIIE:13EAF1114 I;EQUIRINU THE CORRECTION OF EflP.IWS IN SAII) PLAN', SPECIFICATIONS AND 01111:It DATA OR FROM PREVENTING 0L.ILDING OPERATION LS" \(: n (:ARRIE:DONill ERE UNDER 11 II EN IN11t:1.ATION01'111.iCOIU}:O1::1N101111:11ORL) -. NC'EORID:GUl.A1,N 10OFL: 'LIIIL:RISI);CrioN. ii,j—,' ' - , or seto.irrrED 'PLANS ANDS1'F:CiF'1CAITONS AND I\SPEci IONS CONDUCTED TIIE:RE:AV1'ER '- DOES NI'!" rNC:,ITI ;1: AN +_:C` -:i :.1`- I. '`'' \SSIi11.IT11:S OR I.G0Il.11'IES RV GARFIEII) COUNTY FOR ERRORS. O,MUSS10NS OR DIsC1tEPENCIES. il,E'1'1' }'i)it Nl'FIlE1l:11:N1S,1 I i:?. .\'.G 11:i'i.1:-'.:F\I \'III:\ 1 1:IN(: CONST RUCTION RESTS SI'T.CIFICLAE.LA', 11111DE Alt'11C:TECI, DESIGNER, F:,:.l.,...,.1... i WNER. C:ON11:1' INI EN DEDTO i: CONSEICF.VII11:ANDINSLI'i'(1RTC'r'IIII:O'ANE:RNINIF.EtESi. C:aefon,.I1oJ 1 IIF:HER1' ACF:NOWIRUGK 1•l1AT I HAVE READ AND UNDERSTAND Tilt: AGItt:EDEN 1 AMAT, (2\221:11.}: Jobb Ad ('Ys: L�" Li - _ • gaSb Et rA.-5 t:_riKE • '•a,t D\n KEIT Co B 641 -- Rto BLco,sco v r4c-'1 1 Lot No: Block No: Subd.1 Exentptiun: 2 Owner: A ioot,t pa. r gLO 531.E4EJCo MANG41 Co. Address '0 1150X 4-$d Ililfe-VAr, ea $l(P`II Ph: (91-0-) -'3449 \Vk 1'h: svod.A. 3 Contractor: Allvt: amr•,N 161,11.-,N ,(t1>,ci4 'kc t "SY,..c)1'4fov.,� Address:'ixl t3o . (45% 13, ma.1 'Mr 6`i31.1 Ph: (got.) 583--034$ Lic. No. Nit 4 Architect/Engineer: ineer: cogs RAVV A5 Pyo, ,,4t✓ 5'1,ev\ 1EY31 ?t_ Addreess:xab4 S{adru -. pr. I w 591-15 Ph: 6/00_5-9 1-- aa -sl. Lic, No. -3035- 5 Sq. Ft. of 13uiTiiing: 1 010-4 -Ir- 1?ov_e-N Sq. Ft. o Lot: Loop 44GQE.S height: 4/- 4v' No. of Floors: 1 6 Use of Building: S GREA'n c IAA._ C.M31 Al 7 Describe Work: , Rem avL C,AE t '�A NE CA I4 14'121}.1 S $ Class of Work: A Nese o Addition o Alteration XRemos'e o 11ov'e 9 Garage: ci Single o Double Carport: o Single o Double 10 ' o Driveway Permit o Ott -Site Sewage Disposal a Site Plan (Septic) 11 Valuation of Work: 5 It 2�l DSO— Adjusted Valuations: S I2 S1pccial Co:tditiai : - � ,r is Th 'REi-Sac-E NI Lk ksnra c. c+tz.t. A l 3D's CAf 41 Ex IS n4.4 G v77ca. T1 E -S (T44cl.ub►N (—SEFI?c.) A%'rb. 15E Unu'.Ei>. No.ric: A SEPARATE FLECTRIC.tl. PER IIT IS REQUIRED ,1:1D ,ti1LST ill: 1SSUED av T11F. STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF110RIOHCONS1RUCTION ArTIIOW 7.ED IS NOT COMMENCED N !THIN 181 DAYS, OR. IF co 1 Id. C1 Io' OR V oftk is SUSPENDEDOlt .h'\1)O\EDFORA PERIOD OF ISO DAN'S AT ANI TIME. AFTERN-ORK 15 CONINIENCED. 1 ILF:RI:HI' CERTIFY THAT 1 11,1\'F: READ AM) EXAMINED l'I1tS AF'L'LICATION ANG KNOW TJIE S:1'1ME. TO IIF. TRUE AND CORRECr. A1.1. PROVISIONS OF LAMS GOVERNING 7-IiIS TYPE OF WORE. WILL UE COMPLETED NITI1lN WIIE'I'IIER SPF.CIFIE1) Iit:REIN OR NOT. TIIE GRANTING OF A PERM!" DOES NO 1- F'REsI'NIE TO GIVE AUTHORITY TO VIOLATE: OR CANCE1.3HE PROVISIONS OF ANY 0111ER STATE OR I.00AL LAW REGUL1T1 G CONSTRUCFION OR 171E PERFORMANCE OFCONSI'RUCTION. ,/7 - /-? -(�l Pian CI:Cc1 Fee: 575 Permit Fee: - TotalFcc: ' Data PIrni,itJssucd: • -- /5-'/2 —'/ • 64 OC- Const. Type: Z011iilb: - Setbacks: Manu. Home: ISDS No. & Fee: D, s 51 AfuR}I ii.,__ ft -7-o ., I: ‘'..` 90, APPROVA ! F. APPROVAL/D:11 E: wAGREEMENT PER\FISSION 1S IIER Env GRANTED TO THE APPLICANT AS O11NER, CONTRACTOR AND,OR TUE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUC 1 TILE: silt L-CTCHE:.1S DETAILED ON PIANS AM) SPECIFICATIONS SUDMITTED TO ANI) REVIEWED 13Y TILE BUILDING DEP.1R'I'S€EN'1: 1 IN CONSIDERATION OF TIIE. ISSSL'A\CE OF' 11115 PERMIT, 111E SIGNF:II. DERk:BY AGREES 7'0 compi:1' Willi AU. BUILDING CODES AND LAND 1:1`F. :tE:GLIAMI€1N .V-103'1133131-G.1fi FIE l.!,('w:.11 I'VRSI.A.`-1'1()All1IDIZ11I'GIVEN IN::12:2 •)t CRS AS.1'•L:N D!:D. Till: s1c;'tK }-1 ll{ AG'.EES 111 \I IF"! DE AVOW SAID OItLINANCE:S ARE NOT 1.1'1.1,1 COMPILED 111111 iN 111 F: LC'O.1T1ON. ERECCEON,CONSTRUC-ITON, AND est; Of 1111: AL'OVE i1:SCIa91.II STRIXT URE,'{ DIE PERMIT 'I:11' BE RF:VONI:D UV NOl'ICE FROM TOE COUNTV ANI) TIIAT1 IIEN AN'LE1 I IERF: IT S1HAL1. BECO.\IF NULL. AND VOID. TILE: ISSUANCE UFA !'ERM- IIASEU CPUN PIANS, SrE:Ct1ICATIONS AND OT1IE II F) \TA 511 LLE. NOT PREVENT 111E BLII.DIN(. (WFICIAI. EPOM TIIE:13EAF1114 I;EQUIRINU THE CORRECTION OF EflP.IWS IN SAII) PLAN', SPECIFICATIONS AND 01111:It DATA OR FROM PREVENTING 0L.ILDING OPERATION LS" \(: n (:ARRIE:DONill ERE UNDER 11 II EN IN11t:1.ATION01'111.iCOIU}:O1::1N101111:11ORL) -. NC'EORID:GUl.A1,N 10OFL: 'LIIIL:RISI);CrioN. ii,j—,' ' - , or seto.irrrED 'PLANS ANDS1'F:CiF'1CAITONS AND I\SPEci IONS CONDUCTED TIIE:RE:AV1'ER '- DOES NI'!" rNC:,ITI ;1: AN +_:C` -:i :.1`- I. '`'' \SSIi11.IT11:S OR I.G0Il.11'IES RV GARFIEII) COUNTY FOR ERRORS. O,MUSS10NS OR DIsC1tEPENCIES. il,E'1'1' }'i)it Nl'FIlE1l:11:N1S,1 I i:?. .\'.G 11:i'i.1:-'.:F\I \'III:\ 1 1:IN(: CONST RUCTION RESTS SI'T.CIFICLAE.LA', 11111DE Alt'11C:TECI, DESIGNER, F:,:.l.,...,.1... i WNER. C:ON11:1' INI EN DEDTO i: CONSEICF.VII11:ANDINSLI'i'(1RTC'r'IIII:O'ANE:RNINIF.EtESi. C:aefon,.I1oJ 1 IIF:HER1' ACF:NOWIRUGK 1•l1AT I HAVE READ AND UNDERSTAND Tilt: AGItt:EDEN 1 AMAT, (2\221:11.}: The following items are required by Garfield County for a final inspection: I. .-1 final Electrical Inspection frorn the Colorado State Electrical Inspector; 2. Permanent .address ass:l:ned by Garfield County Building Department q stti where readily visible from access,rod; 3. .\ finished roof, a lockable house, complete exterior siding, exterior doors and .windows installed. a complete kitchen with cabinets.. a sink with hot & cold tannin` water_ thin -absorbent kitchen floor covering's, 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 doer; 5. All steps outside or inside over three () steps must have handrails. guard rails on balconies or decks over 30" high constniwted to all 1997 UBC requirements; 6. Outside grading done to where wat: r will detour away from the building. 7. Exceptions to th _ r`.._ :.'. :,- : s':- - <_`: in may be made upon the demonstration of • . e'Cten.iatin'_' circumstances, I.C. wencher, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; S. A final inspection sign oft by the Garfield County Road & Bridge Depatment for driveway installation, where applicable; as well as any final sign off by the Fire District, where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. �~ " `*CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) 1S ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.U. 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.c^bo:•e conditions f©r occuoar:ev. 1.15C and the issuance of it Certificate ofOccuprtncy for the dwelling under huiiding permit q -.-c) PQ / Signature Date BpcontO 3'20O l • • • 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 rca:,; 3. A finished roof, a lockable house, complete exterior siding. exterior door's and windows installed, a complete kitchen ‘ith cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, coulter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A coal +fete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running ‘vater, non-absorbent floors and walls finished. and a privacy door; 5. All steps outside or inside over three (3) steps crust have handrails, guard rails on balconies or decks over 30" high cons4'ucted to all 1997. UBC requirements; 6. .Outside gradin, done to where water will detour away from the building; • 7. "Exce'Dtions to.the outside steps, decks and grading may be made upon the derrionstration of .'extenuating°circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until the required items are completed a_td a final inspection made; S. A final inspection s' . of: by the Garfield County Road c&: Bridge Depar hent fcr driveway installation, where applicao:e; as well as all final sign off by the. Fire District, where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE SEEN COMPLETED. ""*CANNOT OCCUPY OR USF. DWELLING:UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF D\'rELLIM WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS- ARE ?.'IET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit 4 � si23i1 sure ( Date VALUATION/FEE DETERMINATION Applicant 1-2oCr 1 e/) ? (y Address 30 l AIV? Date r/0.7 - Finished (Livable Area): Main Upper Lower Other Subdivision Zo,rd-c, V'r Lot/Block Contractor 76Y1°W 54*.e. Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation Valuation Decks/Patios: Covered Valuation Open Valuation l007w 7 Total Valuation z4) 75, 20a:ice 653370 jarlie d C'uullt''- (umineicial :Intl \lu!ki-I :nl;ilr CGarfield Cmrrr!}', Colorado NAVIGATION ...,-unt,rg A:.m,nistration A, f: rt Assecisor £ lard of Canunir,sioners Lkiardsr Aleetrngs Si Agendas r FAQ r Cnmlv.Lnmrrr Plan of 2111,] Forms Building Forms k Code Violation Report Form O ocway Permd Application 1505 Application :nIira t. r'r iic,to P.equiicd' Commercial and ldultr •Family F Minimum ,plication Required: Manufactured Homes `•,n-an:um Apelicatian Reuilkod: 5F Constru. of owner's. AgrcemCnl to Buhl Gar,rgo Penult Pianc..•og Forms r Land Use Code Up)ales Building Code Forms 1 Code Enforcement s Agricultural Culdrngs Def mud r PeCreatron Cabin Defined r oo�,"�yraPhres Ionil:!ner Price tides r Geographic Information SCI ices Zoning and Subdivision Pegulanans I P:cposed sld3 Cede Amendments I. Current Prannog: SVcrl.ing Documents Clark and RUCerder Cemrnun,lr Con uctrons Csunty Engineer Geographic Information Ser/x^5 Human RC5DUrCeS information Tetihnol,-,gy la u141: ar'.G Ga, t ; oo Publlc Health Puh;c Truvtee Puad and r:adge 5ncrdf ..trai So,riLeS. Treiximer Veg 'tabun Flanagen''enl rurchasiug • 'Foal Film y lC 5 - !Search... 1:1yIof•1 MINIMUM APPLICATION REQUIRED: CC.7, MERCIAL AND MULTI -FAMILY GARFIELD COUNTY BUILDING AND PLANNING 970-045-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COM3-`ERCIAL OR MULTI -FAMILY RESIDENTIAL E3U1LDINGS including NEW CONSTRUCTION ADD!TIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Al:-rduate and complete information will prevent delays in the plan review t:•roces;. g a pear. and 1.:6 c!;scs ,'Cry ; .,,a required informi ;il>-: hr:; no: been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner 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 he giver; attention before the new information r,re: j be revie,rw.d a`,cr it has Len provic d to L' -re Building Department. Please review this document to determine if you have enough information to design your I'--,oject :r-1! iriforion to fac:!ite . 'i p!E review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction Under the Uniform Building Coder'. 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. Plans to be included for a Building Permit must be on draft paper at least 18i'x 24"" 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 v; rldo',v sct-,edu'o.. A door cchedu'_. A floor framing plan, a roofing 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 he incompliance with the 1997 UBC, UMC and 1997 UPC. Applicants are required to indicate appropriately and to submit completed checklist at time of appligation for a permit: 1. Is a site plan included that identifies the location of the proposed structure, adtlrlirsns or other buildings, setback easements, and utility easements n• 1 q i/rill-1 ;al -field County - \linimuru Application I equirrJ: t'uranrcr, dal and \h:hr-I aruily Pate 2 nl•I showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signatere and professional s'..•.no on ; '.e clra:,hig? es of r.)0% or more on properties must be show on 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 withht 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 envel•o, e. Yes ?( 2. Does the v.<;wn applicable incl r e the locet:rdn of ttte t.S.D.S. (Individual4Sewa.le Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp ori the design. Yes No Not necessary for This project 3. Are the pleas submitted for application review construction drawings and not drawings that are stamped or marked identifying therm as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes X, No Not necessary for this project 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Co:orano Registared Engineer? Yes No Not necessary for this project X 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes X 6. 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? Yeses_ :lo__ Not noces_=ry for this project 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes Flo. Not necessary for this project A E, Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No Not necessary for project 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes No Not necessary for this project 10, Do the plans include design loads as required under the Uniform Building Code for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes A No Not necessary for this project 11. Do the plans include design loads as required for floor Toads tinder the Uniform Buil tj jag Code Chapter 16 and Tables 16A, 16B and 16C? Yes No Not necessary for this project 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes x No Not necessary for this project 13. [s the wind speed and exposure design included in the plain? Yes No Not necessary for this project 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes No Not necessary for this project 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes — D. — Not nc.cessary for this project___ 16. 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 ridgwid the eave down to existing grade contours? 'Yes A. No • Not necessary for this project 17. Does the plan include any stove or zero clearance fireplace planned for 11'f f):-.1111 r ArlielJ County.- Minimum ,Application Required: C'onsnwrcial and l :+ke 3 r I'•I installation including make and model and Colorado Phase It certifications or Phase Il LPA cert'rficat on? Ye.. No Not necessary for this project 18. Dees the plan include a masonry fireplace including a fireplace section Indicati g cfesi;;n to comply with the Uniform Building Code Chapter 31? Yes No Not necessary for this project 1Q. Does the plan include a window schedule or other verification that egress,±rescue windows from sleeping rooms andlor basements comply with the requirements of the Uniform Building Code? Yes__ No Not necessary for this project 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No Net necessary for this project 21. Do the pians indicate the location of glazing subject to human impact such as glass doers, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? 'Yes No i:ol necessary for this project 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes P, 'o _ Not recessery for this project. X 23. Have all areas in the building been accurately identified for the intended use? (Occ ncy as identified in the Uniform Building Code Table 5-A) Yes No Not necessary for this project 24. Dors the pla:, indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes No Not necessary for this project 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heate s indicated on the plan? Yes Flo Not necessary for this project 2G. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes X Plo Not necessary for this project 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project 28. Have two (2) complete sets of construction drawings been submitted with the applioe_tion? Yes A No 20. Have you designed or had this plan designed while considering building and other construction code requirements? Yes De No Not necessary for this project 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes Xe No 31. Do your plans comply with ail zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes x No 32. Do you understand that approval for design andlor construction changes are requi ed prior to the implementation of these changes? Yes No 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yes y No 34. Are you aware that you are required to call for ail 'snsrcc'irns requi coder the Uniform Building Code irt;.;uding approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes Fto 35. 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 n•n, rynn l Garfield County - f.li;;iulu::1 Ap-licalion 12rquired: Colummi;d ;nit! \fulli-Fainily I'uge -I uta project must comply with the Uniform Codes? Yes V No. 36, Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30 a.rn. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. K 37. Are ycu a,.vare that requesting inspections on work that is not ready or not accessi le will result in a $47,00 re -inspection fee? Yes No 33. Are you aware that prior to issuance of a building permit you are required to show proof of a drive- "y access permit or obtain a statement from the Garfield Ccunty Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes X No 39. Do you understand that you will be required to hire a Stale of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be reeuired at lime of inspection. Yes lY No 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule Nurnber for the lot you are applying for this permit on prior to submittal of the building permit application? Your attention in this is appreciated. Yes JC No 41. Do you knew that the local fire district may require you to submit plans for their review of fire safety issues? Yes No (Please check with the building department about this r quirement) thereby acknowledge that I have read, understand, and answered these uestion o th best of my ability. Sign L� Phone: L/Ol6' 7.v,%t (days); ildo-5 —2 81 Project Name: 1R,IteiC9..JCWCO LetaCr44,FW cA:Stpa, Project Address: 3th5&Pc L-AIte..AP-EY-Eel CO. 0(0 u (evenings) Date a,r—a —Z6V Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. 'if you Have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. 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. E. Delay in is a•nnce of the perrnit. C. Delay in proceeding with construction. r11 you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm 07/2004 Homo 1 About Garfield Coundy 1 County Su^rises 1 Co only Governance 1 County D"parlments S News 1 Quick Index 1 Site Map 02004 Garfield Comly. Colorado. All 09613 resencd. 108 816 Shoed. Glon•hmd Smogs. Colorado 81601. 970.918.1317 ,' •r,.',VI I PLAN REVIEW CHECKLIST Applicant Date (d /7 -b5 - Building Planning/Zoning Engineered Foundation 14roperty Line Setbacks ii. 4- Driveway Permit 30ft Stream Setbacks L./ Sid Site Plan (Flood Plain #,_ Septic Permit and Setbacks iilding Height Grade/Topography 30% oning Sign -off `j Attach Residential Plan Review List 1/Road Impact Fees in mum Application QuestionnaireIOA/DRC Approval /L "(Subdivision Plat Notes f/C rade/Topography 40% L4 -Fire Department Review 'Planning Issues /Valuation Determination/Fees CJ3'udivision Plat Notes <-/ Red Line Plans/Stamps/Sticker 'Attach Conditions L ----‘plication Signed grmi 16PI lam Reviewer To Sign Application Parcel/Schedule 40# Snowload Letter- Manf. Hms. GENERAL NOTES: MEMO TO: Garfield County Building and Planning Dept. FROM: JoLin Frernan DATE: 17 October 2005 RE: Rio Blanco Ranch Building Permit(s) Please find enclosed payment for Rio Blanco Ranch building permit(s). If you could please send the permits and plans in the enclosed addressed fed ex pak to Charles Bunney it would be very much appreciated. You can request a fed ex pick up by calling 1-800-463-3339. If they need an account # to charge the pick up to you can charge it to our account#152261497. Please call me at the number below if you have any questions. Thank you. Yellowstone Traditions, Inc. P.O. Box 1933, Bozeman, MT 59771 Phone: 406-587-0968 Fax: 406-586-2999 '_066 STADIUM DRhVE UTE 203 SOZ_MAN, MT 59715 EL: 40.537 .2731 'AX: 406.522.9225 iN :11/4nom'. TRANSMITTAL VIA: Fed Ex DATE: September 4, 2005 TO: Garfield County Building and Planning 108 Stn Street, Suite 201 L Glenwood Springs, CO 81601 RE: Longview 11 Cabin Building Permit Application(s) For Your: ® Information 0 Signature a Return ❑ Other: ® Approval ❑ Reply ® Review a Comment ® Use :Yh # of copies description 1 Check for $600 for review fees 1 Cover Letter Dated 09/02/2005 1 Completed Garfield County Building Permit Application 1 Completed Garfield County Building Permit Application Checklist 1 Topo Site Plan Showing Existing Utilities 1 ENARTECH, Inc. Septic System Site Plan (Showing all Approved Septics) 2 Proposed Building Plans for Longview 11 Cabin (on 11x17) Remarks: Please let me know if you have any questions or comments. Sincerely, Hyalite Engineers, PLLC Cory Ravnaas \\Serverl\projects1041118\transmittal_Garfield Co_09042005.doc E--- HYALITE 206c, sTAGIUM oRIVE Sul'rF 203 BOZEMAN. MT 59715 TEL 406.557.2781 FAX 406,572.9225 WWW.HYALITEENG.COM September 04, 2005 Garfield County Building and Planning 108 8th Street, Suite 201 Glenwood Springs, CO 81601 Attn: Building Permit Dept. RE: Rio Blanco Ranch Longview 11 Cabin Building Permit Application To Whom It May Concern: Attached please find a copy of a building permit application, a completed checklist, project plans, and a check for $600 (check no. 1675) to cover the associated review fees for the above referenced project. The project is to construct a new two-bedroom cabin in place of an existing two-bedroom cabin on the Rio Blanco Ranch (RBR). The RBR is a large ranch property adjacent to the Flat Tops Wilderness area in the White River National Forest. See also sheet GE1.0 of the project plans for site and vicinity maps. The property is located approximately one hours drive east of the town of Meeker, Colorado. The new cabin will be placed in the same location as the existing building and the new structure is proposed to utilize existing utilities (including the existing ISDS). I have attached a copy of the existing site topographical map showing the approximate location of all existing utilities. Also attached is a copy of a map by ENARTECH, Inc. showing the location of all on-site septic systems. The proposed cabin replaces an existing cabin with an equivalent number of bedrooms; consequently, no additional septic permitting should be required. The building site is not located within fifty feet (50') of a property line. See also plan sheet CE1.0 for additional information on the proposed Location of the replacement structure. There is approximately three hundred feet (300') between the cabin site and the nearest property line (White River National Forest Boundary). There are no slopes greater than 30% within proximity of the proposed building site. 1 have not included a proposed grading plan because it shall remain similar to the existing topography. The general topographical slope is towards the lake and water will detour away from the building. hope that the enclosed information is useful to you and that it enables you to complete your review of this application. Please give me a call if you have any questions or comments. Thank you. Sincerely, Ar Co "Ravnaas, PE, CFM (Colorado Lic. No. 38354) Principal Enclosures (As Noted) Cc: Jared Brown, YT Deke Hunter, RBR File 2066 SlAVIUM ()RIVE SHITE 203 ISOZEMAN, 187 59715 TEL: 406.587.2781 FAX: 406.522.9225 WWW.HYIlI ITFFMG (OM TRANSMITTAL VIA: Fed Ex DATE: October 27, 2006 TO: Garfield County Building and Planning 108 8th Street, Suite 201 Glenwood Springs, CO 81601 RE: Longview II Cabin Building Permit Application(s) - Re -submittal Following Fire For Your: Information ❑ Signature a Return ❑ Other: ® Approval Reply ►:1 Review Et Comment Z Use # of copies description 1 Check for $316.75 for remaining permit fees Remarks: Please let me know if you have any questions or comments. Sincerely, Hyalite Engineers, PLLC Cory Ravnaas \\Serverl \projects10411181transmittal_Garfie&d Co_10272006.doc 2066 STADIUM DRIVE SUITE 203 BOZEMAN. MT 59715 TEL: 406.587.7781 FAX: 406.572,92Z5 WWW.HYAL(TEENG.COM TRANSMITTAL xr ViA: Fed Ex DATE: October 13, 2006 TO: Garfield County Building and Planning 108 8th Street, Suite 201 Glenwood Springs, CO 81601 D ERA. !6Z( Gr ry BUI�,►1.,.v u rLIANN1NG RE: Longview II Cabin Building Permit Application(s) - Re -submittal Following Fire For Your: ® Information ❑ Signature 8 Return ❑ Other: Approval 0 Reply Z Review E Comment ® Use # of copies description 1 Check for $600 for review fees 1 Cover Letter Dated 10/13/2005 + Original Permit Cover Letter Dated 04/04/2005 1 Completed Garfield County Building Permit Application 1 Completed Garfield County Building Permit Application Checklist 1 Topo Site Plan Showing Existing Utilities 1 ENARTECH, Inc. Septic System Site Plan (Showing all Approved Septics) 2 Proposed Building Plans for Longview II Cabin (on 11x17) Remarks: Please let me know if you have any questions or comments. Sincerely, Hyalite Engineers, PLLC Cory Ravnaas \\Serverl Iprojects10411181transmittal_Garfield Co_l0132006.doc 2066 STADIUM DRIVE SUITE 203 BOZEMA31. MT 59715 TEL: 406.587.2781 FAX: 406.522.9225 WWW.HY®\I Fr rNG.ct7 October 13, 2006 Garfield County Building and Planning 108 8th Street, Suite 201 Glenwood Springs, CO 81601 Attn: Building Permit Dept. RE: Rio Blanco Ranch Longview 11 Cabin Building Permit App. (Re -Submittal) To Whom It May Concern: The contractor on the Rio Blanco Ranch project, Yellowstone Traditions, has requested that 1 re -submit the original building permit application for the Longview 11 Cabin. As you may be aware, the cabin construction was nearing completion when a fire destroyed the building. Please let me know if you have any questions or if you need any additional information. Thank you. Sincerely, Cffy Ravnaas, PE Principal Attachments (As Noted) Cc: Jared Brown, YT Rio Blanco Ranch File - 041118 / / .......' e'..- ' / i .et'''' / ,-7/ ,- .., / // / 1 / w'roe,to:ter / / / / SI el ?,... -5 .7., 9c qpd I il / / / i r------1 'e L- — ---- e: ....-- Fel 1.:10,ai i „, •.. 1 l't1 • -- .. ‘, ,, ,• I I 1 ," 1 1 : ....- ...x.. .,, -.. / L....._, 1 i I '' _,• , :/ Vite.1eAtittr iNr.' 4 150:3 10 y •,....... `,„, \ N. ,.., . ... • . . N... ... Wo.0e.wate, Syslerr, N. 3 C Ce 400 9111,1. /30C P. k. n. V141 v. 4° • Sysie•ri fia.1 Ce GOO cod Vieste..41er r 50' • '...9.111e River Noliang1Foree1 7. B:27:4i PM MOT LEGEND CP CONTROL POINT x EXISTING FENCE EXISTING CONIFEROUS TREE EXISTING DECIDUOUS TREE THICK VEGETATION AREA EXISTING FLAG POLE • EXISTING HITCHING POST EXISTING ABOVE GROUND LP TANK CP# 4 �4§ EXISTING WELL 7.71 EXISTING FROST FREE YARD HYDRANT EXISTING LIGHTPOLE • • APPROXIMATE PROPERTY LINE EXISTING SEPTIC TANK LID EXISTING SEWER SERVICE CLEANOUT E4 EXTG. UG PRIMARY ELEC. ES EXTG. UG SECONDARY ELEC. EXTG. UG PHONE {COMMS.) EXTG. UG LPG EXTG. GAS SERVICE - WAT EXTG. WATER MAIN ��•�••••" 111.'••••••••""®• EXTG. WATER SERVICE - sEw EXTG. SAN. SEWER MAIN ""^q'"� "'♦""'�"�� EXTG. SAN. SEWER SERVICE EXTG. SEPTICIDRAINFIELD LARK PUS POINT CP# 1 CP# 3 GRAFTS pi'PEL MUSEUM CP# 5 CP# 12 HYOR-PLANT m Ary LAKE RIDING ARENA 1 Ir ,ES to.2r 4AT �IHA `, � FOREBAA INTAKE STRUCTURE— CP# 3 ti. TRADITIONS • • . . AGE ICAO 59218 HYALITE ENGINEERS, PL 2066 STADIUM DRIVE. STE 203 BOZEMAN. M159715 PHONE: (4061 587-2781 FAX: 14061 522-9225 WEB: www.hyali$eeng corn TOPOGRAPHIC MAP {MC Fes•PH9 RIO BIA /W RANCH FIELD SURVEY: EM DRAWN: FM PPOJ./041118 \\Serverl\projects. rod\045110\dxg\LLINGVIEW 11\SHT GLI-O,dng 9/4/2005 44605 PM MST r .oy.,cB —11 C 4-----31----J w• 1 —I. • e6e.d.-Fow.ol y u amowa t 1 I loow. 1( .IM,.I JTL 3 I I r ! mon amun I I I ILucca. r L_! f Iz Z__� I I .s.. 7 ti l olmo I 1 I 1 ---L ---j oIgAMOMA- TO 1,MA S 3I�� CST TO.z4t f.KGEf'15O$ . y thISP QAR.ici'••LO cow i iw 5L.D(NG 01-`, PAR;1' &Z__ 3y.) FIELD 12.0P": Nsr ECl1O estrut, m FRONT VIEW KEY MAP HYALITE ENGINEERS. PLLC 2066 STADIUM DRIVE. STE 203 BOZEMAN. MT 59712 PHONE: 1406) 067-2901 FAX: 14061 522-9222 WEB: www.hyolileeng.com .,dllii�I1111111111llhl. CONSTRUCTION, PLANS FOR RIO BLANCO RANCH LONGVIEW II CABIN CONSTRUCTION GARFIELD COUNTY MEEKER,COLORADO 11 scu.e r..,00v PROJECT AREA SEE SHEET CEL A LEGAL DESCRIPTION A tract of land in the NE; of Section 29, Ti N, RBBW, 6111P.M., Garfield County, Colorado. Portions of H.E.S. No. 59 Pat. and H.E.S. No. 257 Pat • O.Te y_ 38354 38354 INDEX TO SHEE Section G - General Sheet GE1.0 - General (Cover) Section C - CM! Sheet CE1.0 - Civil Site Plan Section A - Architectural Sheet AE2.1 - Main Levet Floor Plan Sheet AE3.1 - Building Elevations Sheet AE3.2 - Buildirg Elevations Sheet AE4.1 - Building Sections & C>E Sheet AE6.1 - Window & Doer Schee Section S - Structural Sheet SE11 - General SWctural Not Sheet SE12 - Structural Abbrev., Be Sheet SE2.0 - Foundation Pier) Sheet 2E2.1 - First Floor Framing PIE Sheet SE22 - Roof Framing Plan Sheet SE3.1 - Foundation Details Sheet 5E4.1 - Floor & Roof Framing Section E - Electrical Sheet EE2.1 - Main Level Electrical F PLANS PREPARI NOT FOR GONE APPROVAL DP PLAN SET H0: \ Serve,1\ proJec ts-cnd \ C411113\ dwg \ LONGVIEW I!\FI 1 LLIUowg 55erver1\prcjec ts-cad\041110\dwg\LONGVIF-u II\SNT A[2-1.dw3 9/4/2005 391501 PM M5T ti a 46'-®. CONDITIONS TO PERMIT i nw�1'' GSS SNAIL HAVE: DET #31 AND EGRESS #28 IN BEDRI O"; VENTED #56 l3NAGE AWAY FROM BUILDING #8 S POSTED #71 ...... , 6'-0' 10'-0' ' `. 5'-6• 1'-0' 5'-6'W-0' 1. �rM 7 4 3.-0. 4 4-3 -._3• 3'-6• 3•-6' 2. 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STANDING SEAM METAL ROOF - MATCH p4STFIG BLDGS. RUSTED Tat P%ASNIN 4• DIA LOG RARER TAILS I BARO RAFTERS Df R3. VERf1CM_ SRJQYa 01000 OND0501). SEE I1.5.0011 • SP$DUL.E b( R3, APPLIED 115dYA4 BUCK TRIP! SMOOTH A)STED 151 SIDING Yr LOG SLABS, MORTAR UW E LATE< SING (TTP.) LANMX.A 'E BWLAER3 AND S.TCNis AT BUUDRNG CORNERS 1 KIEE BRACE, TTP. CONE RIDGE VT3HT • MINED AREAS S' DIA LOG TIE EF -AM. ITT. TAA. BY COILIR CTR TO COORD. RRM LW CNEY-LANG GIPFORT BEAM PER CJAE4.1 tat tie }iC of i l I lw� LEAD R ASIANG ON TOP CP STCNE RUSTY TM FoLN DATlcN &CRT -0" SOUTH ELEVATION 5ALB. glib' .I'-0' kr DIA LOG FEADEt S' DIA =it) W/ 4• DIA RCS BRACE VAMP EDGE LOG -BENCH LEAD P_AS1-132 ILE'r.E LOG MEETS STORE ORGANIC 11.49551RY STALK VERFY IW ARCtilITEGT BffC✓R: INSTALL 1 -ALL GLAZING IN D6©R ND IN WINDOWS WITHIN 24 INCHES OF DOORS MUST BE SAFETY GLAZ°NC. SEE #42 2. SEE #42 AND CODE FOR OTHER AREAS THAT REQUIRE SAFETY GLAZING. 1D' DIA LOG IIDR a DIA LOG COL MA UV 4' DIA PEE BRACES IIIAMD-EDGE LOG BENON LEAD PL.ASHR Y.+ TYP. 0 -ERE LOG FEET* STONE E1c►E 'SHOE' LANDSCAF NG 5TONE PATIO CJP. CONCRETE Pg#DATION SIEE 5TRY:11RAL MANS CONT. RIDCE v9FT (TYP_ - Ill -ERE AMICABLE/ 1-2-----j-7501, -- ST NDING SEAM METAL l/ F OF - MATCH DOSING BLDG& RUSTED TN CAPS (TWO 11 T it CBTGM IUDOD DOCRes) LOG ICES BRACE* 3 PLACES. PER GABLE 20) 4• DIA LOG BARE RAFTER ROMP WPDORB. SEE utlpO li &CU A I; k�!1 Vlli Il'111� ili�i'!'1111t L B' 0' TYP. LMDSCAP32 STORE PATIO EAST ELEVATION scALe. 3A6'.1'-0' Is7' DL4 LCG 61.A125.11ORTAR [MITE LATA( CHD(G RAW TIN FO1?0ATI0F1 SKIRT LEAD RA SHRYa U.NERE LOG FffsT5 STONE LANDSCAPE ISCLILDERS AND STONES AT 8ULUY CORNER°. CJP. CONCRETE RATION SEE STRUCTURAL FLANS \\Servers\projects-cad\041110\dwg\LONGVIEW II\SHT AE3-2.dwg 9/4/2005 32410 PM MN GREEN. 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LEAD 1.LASHMG OH TOP OF STONE LAF4P9G4PE BTAE A)D HG.LLDER' AT BUILDING COIZIER6 RUSTY TN FaNDATlal SKIRT CJP, CONCRETE FCNDAT1OH -• STRIGRRAL PLATE. ft Im• DIA LC SLABS, MORTAR IA4TTE LATEX G1474K (TM) LEAD RASHPG WERE LOG MEETS STONE larr Si le 4i 101 l�l!I MI{E;I!l IJII it it CR9NUC MA901RT ETACK VERFY 1V 41 117ECT BZPOIE NSTN..L CONT. RECO NEW 111kElE APPLICABLE) RUSTED T74 CAPS (TTP) 6"PW. LOC. LOCKarta 6V 4' DIA IOEE BRACE& BEE BTRJOTIRAL rtma R1FNAOE VENT (RUSTED) VENT STALK (RIOTED) 4• Da LOG RAF= TAILS AND BARE R/FTERG (TTP) ILIDOO WP.00115, BEE EINDOLLI SG'4F'ptLE RUSTY TN FGINPATICN SKIRT 1111.1,1 ij'I WEST ELEVATION 4 GAL E. MO' r -c 1t.h 1'�f,1,1111;1;1Elll 1!.1,.I,li 1i,t,11, 1. ALL GLAZING IN DOORS AND IN W NDOWS WITHIN 24 INCHES OF DOpRS MUST BE SAFETY GLAZING. SEE #4-2; '2. SEE #42 AND CODE FOR OTHER AREAS THAT REQUIRE SAFETY GLAZING. M � 1 1111'! It lilj lif 10' DIA LOG SLABS, MORTAR UNITE LATEX n4NK (TTP) RUSTY TN FO. DATIOL 810171 SMOOTH, RISTFD TTN 6DPC 5/aicuu \\Server 1\projects-cod\ 04111u\dwn\LONICNIEV II\SH7 AL4 h{Q{E, AT 81M,PLATE 44E1G14T (AT LIVING Mt) Pk -WE -IN= BY MATC1-II1 S0. ROCF SHEATHING AT ADJACENT 15EDR7CIM ROOF (TTa198E12 ROOM, 11.11714 8' PL. 4-17.) VENT HOLM AS Red'D AT TRUMM (1•V SGRSt.'INb) DBL. ELOG4CIN6 (2) 4' T1MMRLOIC RPTR. TAIL INTO Los SLAM b' 11142.D.11.014. • 16' 0.0. 1.X 501.19T 6' TIh151511.i- Gh RASTER 4' LO6 RAr rws TAIL 6• LOS OVER- HANB SUPPORT IMAM (2) 6' TIM MRLOK (2) a' r1MBERLOK ;• G0x P1ll95.1A5111-. TRUSS RSG MIN. !NE/A_ TDBLJCG i x,.11 -w. "s7 ?DPI_ ILS' -0' FIN. GEL - BD. 142 D19L. Tor rLATM 2X6 • I6. O.G. }• GPX UNO. 4' LO6 10EE BR INT. WALL. 11x1541 (2) 2X6 CLOGKIN& P4/ (2) AM* LOB KNEE DRAGE OR BUILT -VP COLUMN BLDG. SECTION 'C' SGALM. 9/8'-I'-0' R' -I1 MIN. INSUL. 10' L06 &Lae rAGL• 0VBi BLACK TELT OVeR i C.Dx IR -NI M]N. INSUL. RUSTMD TTN SKIRT rINISH SPARC b• TO 6- DELOMI TD. r1✓a. WALL exo. HALL PER STRLI TURAL PLANS k -r4 r00TIN8 PER 5TRUG. PLANS WALL SECT. BGALE. 6/6' • I'-0' TO. STIa1C ./-114'41 v NOTE • I. PLATE FEIGHT DETERMINED BY 1IAtc14 BD. ROOF 51 EATI4ING A7 ADJACENT l9EDR70TT ROOF crme6ED ROD% WI148,!L. 147.) TDPL SEE NOTE • 1- 4-166'-0' BLDG. SECTION 'B' TDPL 166'-0' TO. SlB TD. fl 99'.9.1.11 TO. FTG 94'-9 L ALL ELEVA110 48 02- N5ION8 ABDICATED ARE APFRAX CONTRACTOR TO VERJFY. sG ALG. 5/18'•1'-0" STEEL ANBLE 3X6 RATTERS • 24' 0.0 14/ SOL10 TILL 511•R&Y NSW_ K. 30 ova PRC -P 41Ur1r L -MNG. 11%.185195 • 4' OG. STONE VENEER. 804 r (MASTMR) U tlAMA 11 MAW -L.06 TO MASON. AT PIR5.1_AGE STONE VLPJ@R 1IREPLADE DM516N BYO LIVING 80014 � 5TO18 HEARTH I L06 TO WOOD AT COLUMN IIIIIIIIIIIII PR!-MAN./PRE . TRU56M6 • 24' .G. BLDRO014 si 11 a' TJI • 12' 0L. r. 111111III1I TO. STI M'-5 LVL LL9&5 frT' ) dKd 6X6 rOSTN BLDG. SECTION 'A' SGALe. 5/16'-1'-0' CANTRAGTOR TO ADO 1.1141551-1 AIR 51JfeLy roR FIREPLACE X-19 wt RIM 8' nap. WALL T0.5 1L9'. T0. P 5S'-9 70., 94-° \\Serverl\project5-cad\041116\dwg\LONGVIEW II\AHI nt4-1pwg Livinia Fay DETE NED 9Y(aT MATO- D.O. ROOF 6NEATH11,4 AT ADJACENT BEDROOM ROOF (TR166E0 ROOFS WITH 6' TSL. HT) VL -NT NoLES AS 03601D AT TRL56E5 ONI 9G1tEENIN6) DBL. BLOGKIN6 (2) 4' IMBERL.01c. RFTN- TAIL. INTO L.06 SLAB 6' TIML'LRL-OKs 16' O.G. I% 50rriT 6' TIMSERLOK EA. RAFTER 4' L06 RAFTER TAIL 6' LO6 OVER - 44236 SUProRT LEAN (.)6' TIMBIERLOK D. TINBERLAK $ wx RS& MIN. INELL. TDJ<uc A 1m6' -p -W TDPL 126'-0' FIN EMIL. - W. 112 PISL. Tor PLATE 2X6 a I6' O.G. A Gpx 4' LA6 KTP 90. INT. KALL PIN15H (2) 2X6 ELOGKIN6 YV (2) A95 1 LO6 KNEE BRAGS OR 51.11LT-11P COLUMN BLDG. SECTION 'C' 6A LF.. 6/6'•1'-0' n BLDG. SECTION 'B' SGA L td STEEL A161.L RRL -M 414UFJFaE-SUIS. 111L12CM•4'0.0 M Tri c ALL ELEVATIONS/DIMENSIONS ` � � � C�IOATED ARE APPROX. P -F' rL=j 2X6 RAFTERS • 24' OL %' SOLID ?114- `FRAY INSIJL� 406 TO 1%00P LO6 TO MASON AT COLUMN AT FIREPLACE STONE V611 Q. rivet—Ft—KB 1:4E516N BY OTHERS LIVING ROOM STONE FBART1 HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECT ON TA- STFBTF a� • •'E 54'-6 4_,,,^1711-1.44NLIFJrRCNG. Tw1F5C5 24'' co. BEDROOM s1 SS �' TJI • 12' OL. rn. IIIIIIIIIIIII I`I1IIII1I111 LVL. 1.1:176ER. ChM) 46d'C 6X6 ro57—\\ fA. rwLL TDP1 1676'-0 TA.6 TOOL! TA. L.1 96'-9 WALL SECT. s BLDG. SECTION 'A' 6G ALE. 3/6••1'-O' GONTRAGTOR TO ADD FRESH ASR SLMFLy POR FIR FLACZ u u SGALt. 9/Ib'•I'.0 IPM MA cnnaie/A 8.p -1_9-V 1HS\11 n31A9NOl\6MP\13111Y0\POI-51�afQJd\paAJ.S\\ Rio Blanco Ranch - Longview 0 cabin WINDOW SCHEDULE o9r04r2008 Sym Size (WxH) Type Total Qty. Header Hgt Remarks A (2) 3'-0" x 5'-0" Double Hung 6 a 106'-8" east elevation windows B (2) 2'-6" x 2'-6" Awning 4 106'-8" gable ends C 2'-D" x 2'-0" Awning 2 `place header height as high as possible. Bathrooms D 2'-6" x 4'-0" Double Hung 1 106-8" "new" window in bedroom 2 5 2'-6" x 6'-8" interior 2x bath 1 6 (2) 1'-0" x6'-8" Closet 1x bath 1 7 7-0" x 6-0" Shower glass bath 1 - owner to specify if glass door or curtain is used 8 2'-8" x 6'-8" Interior 2x bedroom 2 (Master) 9 (2) 2-0" x 6-8" Closet 1x bedroom 2 (Master) 10 2'fi' x 6'-8" Tin Liner 1x bedroom 2 (Master) 11 2'-0" x 6-8" Interior 2x bath 2 12 2'-0" x 6-0" Shower glass bath 2 - owner to specify if glass door or curtain is used 13 2.-6" x 5'-0" Exterior 2x Mech.- Field verify size (the wall plate height is low here) Genera Notes: wood windows with insulated glazing, bronze screens on operable units, stained wood interior sash, stained wood exterior sash Rio Blanco Ranch -Longview II cabin DOOR SCHEDULE 09/04/2005 Sym Size (WxH) Type Style Remarks 1 2'-8" x 6'-8" Screen 1x front door 2 2'-8" x 6'-" Exterior 3x front door 3 7-6" x 6'-8" interior 2x bedroom 1 4 (2) 2'-0" x 6'-8" Tin Liner 1x bedroom 1 5 2'-6" x 6'-8" interior 2x bath 1 6 (2) 1'-0" x6'-8" Closet 1x bath 1 7 7-0" x 6-0" Shower glass bath 1 - owner to specify if glass door or curtain is used 8 2'-8" x 6'-8" Interior 2x bedroom 2 (Master) 9 (2) 2-0" x 6-8" Closet 1x bedroom 2 (Master) 10 2'fi' x 6'-8" Tin Liner 1x bedroom 2 (Master) 11 2'-0" x 6-8" Interior 2x bath 2 12 2'-0" x 6-0" Shower glass bath 2 - owner to specify if glass door or curtain is used 13 2.-6" x 5'-0" Exterior 2x Mech.- Field verify size (the wall plate height is low here) \Ser verl\pro jects-cnnwainu oWy w vu•�t• GENERAL STRUCTURAL NOTES: DESIGN COPES: 20513 LNTERNA.T10NAL BUIL01 •- DESIGN LOADS: 1. ROOF SNOW LOADS a FLAT ROOF SN ORD: 75PSF (B6Ep) 2 WINO LOAD a. BASIC WINO SPEED Ell MPH b. 1MND IMPORTANCE F R - 1,D c. 9UILDING CATEGORY:1 tl. WIND EOPOSURE: B e- PRESSURE COEFFICIENTS: 1.4 (1'LA.10 I. ANALYSIS PROCEDURE: NORMA. FORCE METHOD 3. EARTHQUAKE DESIGN DATA a. SEISMIC ZONE - 4. BASIC SBSMIC-FORGE-RESISTING S11I EM: SHEAR WALLS e. DESIGN BASE SHEAR: 2.66, ('MND CONTROLS WITH 1121(ENI) AND 42Ut (NIS)) f. ANALYSS PROCEDURE STATIC FORCE PROCEDURE 4. ROOF DEAD LOAD: 20 PSF TOTAL 5. LIVE LOAD (8 WOOD FRAMED FLOORS. 40 PSF FOUNDATIONS: 1. SPREAD FOOTING FOUNDATIONS WERE DESIGNED BASED ON AN ALLOWABLE BEARING PRESSURE OF 1500PSF BEARING 014 COMPACTED STRUCTURAL RLL. IF SUBGRADE MATERIALS ARE INCONSISTENT Wmi THE ASSUMYl SOIL CONDITIONS CONTACT THE ENGINEER FOR FURTHER RECOMMENDATIONS. 2. CONTACT THE ENGINEER UPON COMPI.ERO4 OF SUBGPADE EXCAVATION ANO PRIOR TO FOUNDATION INSTALLATION TO SCHEDULE A SITE VISIT FOR THE PURPOSES OF VERIFYING THE ASSUMF (IONS TO DETERMINE THE BEARING CAPACITY. LATERAL EARTH PRESSURES, AND ExPEUI EL1 SETTLEMENTS of THE FOUNDATIONS. 3. EXCAVATIONS SHALL SE PERFORMED 24 ACCORDANCE W/ OSHA CONSTRUCTION STANDARDS FOR EXCAVATION, PART 1926. SUBPART P. SEE GEOTECHNICAL REPORT FOR MORE INFORMATION IF APPJC421.E. 4. BACKFILL FOUNDATION WALLS EQUALLY EA SIDE OF LUAU, OR ONLY AFTER FLOOR HAS BEEN INSTALLED. AND COMPACT TO 90% ASTMD -698. MISCELLANEOUS 1. STRUCTURAL DRAWINGS SHAH BE COORDINATED WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL SYSTEM REQUIREMENTS. CONTRACTOR SHALL NOTIFY ARCHFTECT/ENGWEER IF DISCREPANCIES ARE DISCOVERED WHICH REQUIRE MODIFICATION OF THE STRUCTURAL SYSTOLL. COORDINATE REQUIRED OPENINGS IN STRUCTURAL SYSTEM FOR OTHER TRADES PRL3R TO CONSTRUCTION 2. VERIFY DOOR AND WINDOW LOCATIONS, SRES AND TYPES WITH THE WRCIHIECT. 3. STRUCTURAL DRAWINGS REPRESENT REQUIRED STRUCTURAL SYSTEMS ANC DETAILS TO THE FULLEST EXTENT POSSIBLE. WHERE CONNECTIONS REQUIRED ARE NOT SPECIFICALLY DETAILED. PROVIDE CONNECTIONS MDIGATEO IN THE DRAWINGS THAT ARE OF SIMILAR CONFIGURATION, UPON APPROVAL BY STRUCTURAL ENGINEER. ALTERNATIVE CONNECTIONS MAY BE APPROVED WHEN SUBMrTIED IN WRITING TO THE ENGINEER 4. CONTRACTOR 13 RESPONSIBLE FOR TEMPORARY BRACING AND SHORING OF THE STFfUCIURE FOR VANO. SEISMIC, SNOW. SOIL ANO SIMILAR LOADS UMI. THE STRUCTURE IS COMPLETED. PRE-ENGINEERED ROOF TRUS56 1. TRUSSES SHALL BE DESIGNED IN STRICT ACCORDANCE WITH ALL APPUCABLE REQUIREMENTS OF THE 1997 UBC 2. TRUSSES SHALL BE DESIGNED FOR SNOW LOADS 5HOwN PLUS ALL DEAD LOADS INFERRED FROM THE DWG5. 3. SUBMIT SHOF DRAWINGS AND CALCULATIONS STAMPED BY AN ENGINEER UCENSED IN THE STATE OF COLORADO TO THE ARCHNECT/ENGINEER FOR REVIEW PRIOR TO FABRICATION. 4. MAXIMUM LINE LOAD DEFLECTION FOR WOOD TRUSSES SHALL NOT EXCEED 1)360. TOTAL LOAD DEFLECTION SHALL NOT EXCEED L240. 5. TRUSS BRIDGING SHALL BE PROVIDED AS REQUIRED BY THEMANUFACTU RER 6. EACH TRUSS SHALL BELEGIBLY BRANDED. MARKED OR OTHER2166 HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION LOCATI:S WITHIN 2 FEET OF THE CENTER OF THE SPIN ON THE FACE OF 11--E BOTTOM CHORD. a) IDENTITY OF THE COMPANY MPNUFACTULUNG THE TRUSS b) THE DESIGN LOAD c) THE SPACING OFTHE TR1JSSES CONCRETE: 1. CONCRETE PROPERTIES SHALL MEET THE REQUIREMENTS OF 111E FOLLOWING TABLE: CAST -IN PLACE CONCRETE FDUNOATION WALLS SLABS ON GRADE MIN. 28 -DAY COMPRESSIVE STRENGTH 3000 4000 PS MAX. AGGREGATE SOX 3/4' 3/4• %AIR CONTENT 5%+/-1% 5%+A 1% MAK SLUMP• 3' 3' INC RATIO • • 50 MAX .4S MAX MAX. 5W MP MAYBE INCREASED WITH THE ADDFON OFA SUPER -PLASTICIZING ADMIXTURE TO ACHIEVE S W MP NOT GREATER THAN B•. UPON PRIOR APPROVAL BY THE ENGINEER • THE ADDMON OF WATER TOA CONCRETE BATCH AT TFE.O09TE WILL ONLY BE ALLOWED IF THE W/C RATIO WAS NOT ACHIEVED DURING 1NRV41 BATCHING OPERATIONS AT26E BATCH PLANT. AS INDICATED ON THE DELIVERY TICKET. 2. CONCRETE REINFORCING SHALL BE GRADE 60, ASTM A615 3. CONCRETE REINFORCING SHALL BE AIRED INTO PLACE PRIOR TO PLACING CONLre.t•MEETING THE FOLLOWING CLEARANCE REQUIREMENTS (AGI 7.7): (a) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTt._.._..__...._...._... ' (0) CONCRETE EiPOSEO TO EARTH OR WEATHER: #6 BAR AND LARGER.. ...»».._.. 2' 15 BAR AND SMALLER..._.._...............___...._.........__...._........_._........_115' (c) CONCRETE NOT EXPOSED TO WEAKER OR IN CONTACT-WTM GROUND. SLABS AND WALLS (111 BAR AND SMALLE0/.._........._.._.__..._._.._.....Y' BEAMS AND COLUMNS (PRIMARY REINF., TIES. STIRRUFS. 4. CONCRETE REINFORCEMENT VERTICAL WALL DOWELS SHALL BE FABRICATED WITH STANDARD HOOKS AS PRESCRIBED BY THE CONCRETE REINFORCING STEELT4'TIS TUTE (CRS¢. 5. REINFORCEMENT LAP LENGR-SAT DISCONTINUOUS RATS SHALL COMPLY 11TTH THE FCU OWNG TABLE DETAIL OF REINFORCEMENT -LAP LENGTHS • • SINGLE -STORY BUILDING BAR SIZE 13 14 15 46 47 CONC. DESIGN STRENGTH (1)WALL STUD 3'-7" < L c 2-0' 3000 PSI (1) WALL STUD (-4'A1. STUDS GR TOP BAR • 1'-10' 1 2-4 3-0' 3-T 5'•3' OTHER 15..%R15..%R 1'-S S I 1'-10' 2-4 2-9' 4'-0' CONC. DESIGN STRENGTH 4000 PS TOP BAR • 1'-7- 2-1' 2-5 3-1• 4'•6' GR 63 OTHER BAR 1'-0' 1'-5 2-0 2.5' 3-6' TOP BARS ARE HORIZONTAL BARS W/TH MORE THAN 121NCHES OF CONCRETE CAST BELOW THE BAPS. • • INCREASE IAP LENGTHS SHOWN ABOVE BY 25% WHERE BARS ARE SPACED CLOSER THAN 2.04.OR WHERE EDGE OF BAR MEASURED IN DIRECTION OF SPACING IS LESS THAN SB' FROM FACE OF MEMBER 6. WALL DOWELS SHALL BE THE LENGTH!NDICATED, OR THE LENGTH INFERRED FROM THE DRAWINGS, 0068.YING WITH CLF -AP. COVER REQUIREMENTS NOTED A00VE. 7. SUPPORT REINFORCING WITH PLASTIC CHAIRS OR CONCRETE DOMES. METAL REINFORCEMENT SUPPORTS WILL NOT BE ALLOWED WITHOUT FR109 APPROVAL FROM THE ENGINEER. B. AT ALL FOUNDATION WALLAND F001140 CORNETS AND INTERSECTIONS. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL REINFORCING. COMPLY WITH THE LAP LENGTH REQUIREMENTS NOTED ABOVE TO FABRICATE THE CORNER BARS REQUIRED. 9. WHERE HO1DOwN DEVICES OR EMBEDDED POST BASES ARE INDICATED ON THE FOUNDATION PLAN. WIRE THE ITEMS IN PLACE PRIOR TO PLACING CONCRETE. PROPERLY CONSOLIDATE THE CONCRETE IN THE VICINITY OF THE EMBEDDED ITEMS TO ENSURE ADEQUATE BONDING 4HF171-12 CONCRETE 10. PRONDE CURING FOR All. CONCRETE TO PREVENT DRYING SHRINKAGE. USING AN APPROVED CURING COMPOUND. MOISTURE RETAINING COVER, CONTINUOUS MOISTURE APPUCATION (FLOODING). OR OTHER METHOD APPROVED BY 11-12 ENGINEER MOISTCURING SHALL BE PERFORMED FOR A MINIMUM OF 7 DAYS 11. COLD WEATHER CONCRETING: COMPLY WITH 11-10 REOUTTEMENTS OF AG 336 FOR CONCRETING DURING COLD WEATHER COLD WEATHER 15 DEFINED ASA PERIOD or TME WEEN THE TEMPERATURE DROPS BELCM140F FOR THREE CONSECTJTNE DAYS. 12. HOT WEATHERCONCHETNG: COMPLY WITH THE REDUIREMENTS OF AC! XS FOR CONCRETING DURINGHOT. WINDY, AND/OR DRY WEATHER. TO PREVENT CRACKING DUE TO DRYING SHRINKAGE. STRUCTURAL ABBREVIATIONS g - AT A.C.! . - AMERICAN CONCRETE INSTITUTE 41.3.0. - AMERICAN INSTITUTE OF STEEL CONSTRUCTION A_NS.I. -AMERICAN NATIONAL STANDARDS INSTITUTE 4,5.T.M. • AMERICAN SOCIETY OF TESTING AND MATFRI LS A.W.S. - AMERICAN INELDING SOCIETY ARCH. - ARCHITECTURAL DRAWINGS BLDG •'BUILDING B0I'OM OF B.U. -BUILT-IJP O -DIAMETER D IM. -DIMENSION DRO* -DRAWING DTL -DECAL CANT. CA 0-1-P OOJ CRI CLG CLR C.M.U. CONN CONSTR CONTR COORD. CRS CSC CHR - CANTILEVERED • CENTER TO CENTER -CAST IN PLACE CONCRETE • CONCRETE CONTROL JOINT - CONCRETE CONSTRUCTION JOINT • CEIUNG - CLEAR - CONCRETE MASONRYUNIT -CONNECTION - CONSTRUCTION -CONTRACTOR • COORDINATE -COURSES - COUNTERSINK -CENTER E E.F. E7(C 033T 6x9 EXT EW. FON GALL, G.LB. GND GR G.W. -FAST I.F. - EACH FACE MED. -EXCAVATION INSTIL -Ex15TNG INT -EXPOSED JT. -EXTERIOR KIP - EACH WAY -FOUNDATON -GALVANIZED LB. • GLUE LAMINATED BEAM LLV. -GROUND LONG. GRADE LVL -GROUNDWATER - WADE FACE -INFORMATION -INSULATED -INTERIOR -JOINT - 1000 POUNDS -LAMINATED -POUND • LONG LEG HORIZONTAL - LONG LEG VERTICAL - LONGII1JOINAL - LAMINATED VENEER WMBER MAIL MECH. MFR. MIL NA N.S.C. NO. Q.F. OPNG OPP, PERP. PLYIAD PSI P.T. - MATERWL -MECHANICAL -MANUFACTURER - METAL - NA - NOT IN CONTRACT - NUMEER -OUTSIDE FACE -OPENING -OPPOSITE - PERPENDICULAR PLYW'QOD - POUNDS PER SO. INCH - PRESSURE TREATED W000 FRAMING SAWN (UMBER 1. ALL SAWN LUMBER WAS DESIGNED BASED ON NATIONAL DESIGN SPECIRCAT)ON (N.0.S.) - PU&JSHB DESIGN VALUES OF VISUALLY -GRADED LUMBER ACCORDING TO THE PRO45ON5 OF THE WESTERN 1 PRODUCTS ASSOCIATION (YAWN GRADING RULES. ALL W MBER SHILL. MEET CR EXCEED THE C INDICATED IN ITEM 2 BASED ON THE WWPA GRADING RULES. 2. PROVIDE SAWN LUMBER OF WE FOLLOWING SPECIES AND GRADES: 'SILL PLATES IN CONTACT W/ CONCRETE HEM FIR NO. 2-PRESSURETREATED 'WALL STUDS: SPRUCE -PINE -FW (SPF). STUD GRADE • .0.W. PLATES, BLOCKING, AND OTHER NON•WALL STUD MATERIAL: DOUG. FR-UWCR N0.2 •4x AND LARGER POSTS: DOUG. FIR -LARCH. NO.1 3. PRO1h0E HEADERS. BEARING STUDS AND KONG STUDS AT COMfENT10NALLY.ERN.lED WALLOPENIN CONSISTING OF BUILT-UP DOUG. FIR -LARCH SAWN LUMBER OF SIZES AND GUAR -RITES COMPLYING' (.LOWING TABLE. UNLESS INDICATED OTHERWISE ON THE DRAWINGS WALL OPENING HEADER SCHEDULE' SINGLE -STORY BUILDING HEADER SPAN (L) HEADER SIZE BEARING STUDS KING STUDS L43-2 (2)2146 0.1-1), N0. 2 (])WALL STUD (1)WALL STUD 3'-7" < L c 2-0' (2) VS NO. 2 (1) WALL STUD (-4'A1. STUDS 2.0• < 1 D.F 0.2 (1) WALL STUD (2) WALL STUDS • CONNECT 9UILT•UP POSTS WITH NAILS OR BOLTS TO ALLOW FINISHED MEMBER TO ACT CCMPC COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE NDS. BLIT IN NO CASE LE W THE FOLLOWING: '2 PLY 2X4. ONE ROW 01 STAGGERED 104 COMMON NAILS EA SIDE 912 0.0„ SPACED (811 ' AND 6• mum, CENTERED ON MEMBER, WITH ADJACENT NAILS ORNEN RAW OPPO OF THE BURT -UP MEMBER '2 PLY 2x6: TWO ROWS OF 104 COMMON NAILS (816' 0.0 EA SIDE. SPACED (0 215' 140812. AM CTRD. ON MEMBER •5 PLY 2x4: ONE 110W OF STAGGERED 304 CCMMON NAAS E5- SIDE 99120.C.. SPACED (81)5' AND 6' VERT., CENTERED ON MEMBER, WITH ADJACENT NABS DRNEN FROM OPPC OF THE BUILT-UP MEMBER 5 PLY 2x5' TWO ROWS OF 304 COMMON NAILS g 16• DC. SA SIDE SPACED 99 215' HORR M CTRD. ON MEMBER ROOF AND SHEAR WALL SHEATHING 1. PLACE THE INDICATED ROOF SHEATHING WITH THE LONG AxIS OF THEPANELS PFAPENDTOULPRT: D IRECTION OF THE SUPPORT FRAMING AND STAGGER 4E'. BLOCK EDGES OF ROOF SHEATHING A INDICATED ON THE FRAIMING PLANS. 2. SHEAR WALL SHEATHING MAY BE ORIENTED EITHER PARALLEL OR PERPENDICULAR TO THE WALL: FRAMING DIRECTION. BLOCK ALL EDGES OF SHEAR WALL SHEATHING. 3. DRNE WOOD PANEL SHEATHING NAILS FLUSH WITH, BUT NOT PENETRATING THE FACE OF THE WC CONNECTIONS 1. ALL NAILED CONNECTIONS WERE DESIGNED BASED ON THE CAPACTN OF COMMON NAILS OF THE INDICATED, FOR BOX 01R 'SINKER. NAILS. THE CONTRACTOR SHALL ETHER DECREASE THE INDIO SPACING BY 33% (.E., FOR 6• SPACING WITH COMMONS. USE 4' SPACING WITH BOX NAALS ; FOR 13 LATH COMMONS, USE 4 SPACING METH 60x NAILS. ETC.) OR INCREASE THE BOX NAIL SIZE TO BE EQUIVALENTTO THE COMMON NAIL DIAMETER SPECIFIED. 2. STEEL CONNECTION PLATES. IF REQUIRED. SHALL COMPLY WITH ASTM ,4345.1.15 4 .0. 3. SIMPSON CONNECTORS: RLL ALL HOLES WRH FASTENERS AS RECOMMENDED BY SIMPSON. PR FINER FOR EXPOSED CONNECTORS TO COMPLY WITH ARCHITECTS OR OWNERS REQUIREMENT, 4. WHERE BOLTING IS USED, PROVIDE BOLT HOLES IN WOOD MEMBERS HAVING A DIAMETER Y.. LAR THESOLI DIAMETER. PROVIDE WASHERS BENEATH THE HEADS OF ALL THROUGH AND LAG -BOL" ON (MOOD. 5. AIL RARING SHALL COMPLY WRH 1997 UBC TABLE 23-11-31. LOGRIMBER GRADE REQUIREMENTS FOR WALLS AND BEAM/TRUSS MEMBERS 1. ALL LOGS SUPPLIED AND INSTALLED FOR THE 0014$1 1011014 OF LOG WALLS AND BEANJRJRUI. SHALL BE GRADED AND STAMPED BTA CERTIFIED TIMBER PRODUCTS INSPECTION. INC. (TR) IN51 2. THE MOISTURE CONTENT IN THE LOGS PROVIDED SHALL NOT EXCEED 19%. 3. BEAM TIMBERS: TIMBERS USED FOR ROOF/FLOOR BEAMS AND PUP JNS SHALL CONSIST OF 001 GRADE N0.1, VISUALLY GRADED ACCORDING TO THE PROVISIONS OF TR OR THE WESTERN w0L PRODUCTS ASSOCIATION (WWPA), AND HAVE THE MINIMUM DESIGN VALLES AS PUBLISHED IND. DESIGN MANUAL OR THE NATIONAL DESIGN SPECIFICATION (NDS). S.F. SHIT. S.LV. SPA. SPECS. - SQUARE FEET - SHEET - SHORT LEG VERTICAL - SPACES - SPECIFICATIONS 30. SYM. TAB T.O.C. T.O.F. SOUAPE -SYMMETRICAL -TOP AND BOTTOM - TOP OF CONCRETE - 70P OF FOOTING WYO WD. WT, -w w \\Server!\projects-cod\041118\dwg\LUNwitw 11 GENERAL NOTESI 1. PROVIDE FOUNDATION VENTS HAVING 130. FT. OF VENTING CAPABILITY AT LOCATIONS INDICATED, VENTS SHALL BE LOCATED WITHIN 3' OF EACH BUILDING CORNER. ALTERNATE SIZE VENTS ARE ACCEPTABLE, PROVIDED THE MINIMUM RATE OF 1 SQ. FT. DF VENTILATION PER 150 SQ. FT. OF UNDER FLOOR AREA IS ACHIEVED. 2, ALL CONCRETE WALLS TO BE IF WIDE WIN N4 VERTICAL BARS 018" O.C. AND p4 HORIZONTAL BARS ©12 O.L.-TYPICAL UNLESS NOTED OTHERWISE. IF APPIJCABLE, SACK FINISH CONCRETE FOUNDATION WALLS EKPOSED TO VIEW. 3. AT ALL FON. WALL a FOOTING CORNERS B INTERSECTIONS, PROVIDE CORNER BARS MEETING MIN. LAP REQUIREMENTS TO MATCH ALL HORIZ, a LONG. BARS. 4. ALL CONCRETE FOOTINGS TO 05 5 HIGH X 7 WIDE WON 2-N4 CONTINUOUS BARS AND 54 HOOKED DOWELS grirOD. • TYPICAL UNLESS NOTED OTHERWISE 5. ANCHOR BOLTS TO BE 7a DIA. X 10" HEADED ANCHOR BOLTS 0 32 O.C. -TYPICAL UNLESS NOTED OTHERWISE. 6. EXPANSION JOINT MATERIAL. TO BE }" X SLAB T 1004ESS ASPHALT -SATURATED CELLULOSIC FIBER - TYPICAL UNLESS NOTED OTHERWISE. PROVIDE AT BLAB PERIMETERS AND WHERE SLABS ABUT CONCRETE WALLS. 7. ALL FOOTINGS TO BEAR ON 1503 COMPACTED FILL OVER UNDISTURBED SOIL OR ON UNDISTURBED SOIL B. ALL FOOTINGS DESIGNED FOR 1.500 P.S.F. SOIL BEARING CAPACITY. NOTIFY ENGINEER OF ANY SITE DISCREPANCIES. 9. COORDINATE UNDER -SLAB PLUMBING AND ELECTRICAL GROUNDING IN CONCRETE PRIOR TO PLACING CONCRETE. COORDINATE BLOCK OUTS FOR ALL SERVICES (ELECTRICAL" PLUMBING, CONDUIT. PIPING. EIC.) SEE FLOOR PLM AND ELECTRICAL FDR ADDITIONAL REQUIREMENTS. VERIFY WITH suBCONYRACTORS. 10. RE -COMPACT SACRAL TO 953 COMPACTION (STD. PROCTOR) TYPICAL FOR ALL BACKFILL 11. ALIGN ALL COLUMN BASES SUCH THAT BOLTS ARE HIDDEN IN WALL 12 CONTRACTOR TO PROVIDE FOR UNDER SLAB AND CRAWL SPACE RADON VENTING AS READ BY OWNER. 13. COORDNATE T.O.D. ELEVATION =100'-0" W! SITE PLAN. 14. ALL EXISTING FILL, TOPSOIL VEGETATION. AND ORGANIC MATTER SHOULD BE REMOVED MINN FOUNDATION EXCAVATIONS AND ANY PROPOSED RLL AREAS. 15. PROVIDE 4,2 MAX X PULL HT. OPENING IN CONC. FND WALL FOR CRAWL SPACE ACCESS a VENTILATION. PROVIDE EXE HOR W! SIMPSON WM TYPE TOP FL BEAM CONNECTOR FA END. KEY NOTEB:L 1❑ 12' DIAMETER SONO TUEE WITH A 2-0• SOLIARE FOOTING. 2❑ 6"X6" MOO POSTS WTM SIMPSON ABUSE P05T BASE OR EOM/. 171 LANDSCAPING STONE ABOVE (NOT SHOWN FOR CLARITY) 8•X16" FOUNDATION VENT (TVP.) O w IO'b• 12'O• L 1 Ir -e• a 6-0• r• 1 LLrJ v L w Top CF WALL 9B'-9 Tf8' J 0 TOp CF FTC .A VB' LONGVIEW II FOUNDATION PLAN SC AL E: 1/8" = I'—O" \\Server I\pro lec t 5-cod\D41118\Jog \LNNG\'It W Il\arn SLe -!.airy rGENERAL NOTES:) 1. PROVIDE FOUNDATION VENTS HAVING t SO. FT. OF VENTING CAPABILITY AT LOCATIONS INDICATED. VENTS SHALL BE LOCATED WITHIN 5 OF EACH BUILDING CORNER ALTERNATE SIZE VENTS ARE ACCEPTABLE. PROVIDED THE MINIMUM RATE OF 1 SQ. FT. OF VENTILATION PERM 50. FT. OF UNDER FLOOR AREA IS ACHIEVED. 2. AT ALL FDN. WALL & FOOTING CORNERS& INTERSECTIONS. PROVIDE CORNER BARS MEETING MIN. LAP REOUIREMENTS TD MATCH ALL HORIZ & LONG. BARS, 3. COORDINATE UNDER -SLAB PLUMBING ANO ELECTRICAL GROUNDING IN CONCRETE PRIOR TO PLACING CONCRETE. 4. COORDINATE T,O.D. ELEVATION =100'-0' W/ SITE PLAN 5, REFER TO ROOF FRAMING PLAY FOR BEAMS/HEADERS DIRECTLY SUPPORTING ROOF STRUCTURE, TYP. KEY NOTES: FLAT SAND STONE STEPS WITH LS. STONE. SEE ARCHITECTURAL PLANS FOR DETAILS. P SAW -CUT CONTROLJOINTS(SJJI AT APPROX. LOCATIONS INDICATED WAN 12 HOURS OF INITIAL FLOAT. El NON-BEARING PARTITION WALLS, SEE ARCHITECTURAL DRAWINGS FOR LOCATIONSA]YAEN51ONS 0 SIMPSON'LSTHDB• STRAP TIE HOLDDOWN (OR APPROVED EQUAL) EMBEDDED IN FOUNDATION WALL TO HOOK AROUND 44 HORIZONTAL REINFORCING. AND ATTACHED TO BOILT-UP STUD -POST AT PANEL ENO WI (24) 16A 505 NOES 5❑ TOUNGUE & GROOVE FLOOR SHEATHING, GLUED AND NAILED W1 Bel @ 6' 0.C. EDGE, 12" O.C. FIELD ®BUILT-UP HEADER ABOVE WALL OPENING PER GENERAL STRUCTURAL NOTES SIMPSON •PHDB-SD53 NOLDOOWFI W1 SIMPSON •SST626" HOOKED ANCHOR BOLT EMBEDDED IN FOUNDATION WALL TO HOOK AROUND #4 HORIZONTAL REINFORCING, AND ATTACHED TO BUILT -JP STUD•POSTAT PANEL END Wl (24) SDS Y,-2(3 WOOD SCREWS (PROVIDE BOLT COUPLER AND T/." DIA THREADED ROD TO ALLOW HOEDOWN INSTALLATION ON WALL BOTTOM PLATE ABOVE FLOOR FRAMING) B❑ 3070.2• MIN.CRAWL SPACE ACCESS HATCH (FRAME OPNG. WI IJOIST HORS CONNECTED TO ADJ. PULL -SPAN FLOORJOSTS W1 SIMPSON •Irr TOP FL. JOIST HANGERS) 6•X6• POSTS AT LOG ROOF BEAM SUPPORTS. O 16'-0• I ' 1 �^, L l , l� f^ 'IHi- iiT I'll fjj �, ,:II' »' r \ Lf II illi S1 ill ■ 1 4.1z `O 11t .S s II to IF al ,'Aj 11® El _+ yyy... ,� I' ��� i C4 II ' 1 4-Tor410 IT at. I1 If "MEM+7 I' ( 4.1 rtiMWAMM•5MiM..--L IIII._ WK R RE¢D) — , iN ii u © rr i I LTJ 9'-T• 4'-O' r--1 I i I LJ 4'-0• 4,5' r--1 r LSJ 9'-T I kf ab" to F-7 I I LTJ E'-0" r --I I i L J IO' -5' { E 4 4 I6'-0• 5 4 Tr-*• 5 . IO' -6 / 46'-0• LONGVIEW II 1ST FLOOR FRAMING PLAN SGALE: I/8"=1'-0" R 41 Q A \\ erver. I Npruje a wv,Ly1„V, ,y.. GENERAL NOTES:1 I. PROVIDE 3:45 H.S. OVERFRAMING RAFTERS © 24'-0' O.C. WHERE RAFTER SPAN 4 B' -Cr. 2. PROVIDE 244 SLEEPERS ON TOP OF LOG PURLINS. 3. EXTEND TOP WALL LOG AS RECID TO LOG RAFTERS. 4. CONNECT LOG HEADERS AND LOG RAFTER TAILS WI (S) 3/4'x IT TAG BOLT AT EACH CONNECTION. 5. PROVIDE SIMPSON 142.5 (HURRICANE ANCHORS) AT EACH RAFTER AND TRUSS CONNECTION AT WALL KEY NOTES;j 5/5' APA -RATED SHEATHING W/ BE @ EDGE. 12 O.C. FIELD. PROVIDE KNEE BRACE PER ARCH. CONFIGURATION. CONNECTED TO POST/BEAM WI (1) 3/4' x 12 LAG BOLT, CTRD. ON KNEE BRACE AND PLUGGED PER ARCH. 8x6 POST W! SIMPSON '13097 BASE. END OF LOG PURLIN TO REST ON POST IN FRAMED 2x6 WALL BALLOON FRAME GABLE END WALLS LEGEND: 1 I RS4-4 ROOF BEAM, SEE SCHEDULE ON SHEETSEI2 El Ij1 1 1 7� h Q 1 ! L- - � I L•L—_�_�_�__L!—+__J-L__ 5 OIR:ILOG J I P5 E4n3.i. LOG RAFTER TAILS :ES E .. EEE 11 1 E AAA, 1 —11 PRE-ETC'iINEEREO :OM5 ON TRUSSES @ 24' 0.0 110- DIA LOG PORCH BEAM 1,r N. - N. 1 l SEE NOTE 4 LONGVIEW II ROOF FRAMING PLAN 5G ALE: 1/5" = I'-0" 1 2❑ 2 NOTE: 5- DTA LOG RAFTERS OVER BACK PORCH MAY BE REPLACED WITH 2x5 RAFTERS Ca ir O.C. AT CONTRACTORS OPTION. IF 255 RAFTERS ARE USED, APPL LOG RAFTER TAILS PER C/AA4.1. \\,erverI.spr FLOOR SHEATHING. SEE FLOOR FRMG. PLAN D. L T.O. SEE RAN SEE ARCH. SE FLOOR' FRAMING. SEE FRMG. PLAN S18'DIA. a4 - L. EMBED EXP. ANCHOR @ 3'-0' O.C. T.OSL -0'8' 6• CMO, FULLY GROUTED, W/ #5 @ 16' O.C. VERT. AND 4'0' MHN. HORIZONTALLY STONE VENEER. PER — ARCH. SEE ARCH. STONE VENEER HEARTH PAVERS PER ARCH. 2.6 TREATED TOP PLATE ASH DUMP, SEE ARCH„ TYP, A4 017 0.C. E.W. CONTRACTOR TO PDD FRESH AIR SUPPLY CONTINUOUS IJOIST BLOCKING FLOOR SHEATHING, SEE PLAN T.O.D. SEE PLAN 6• CONC. SLAB OVER 1.1)7929 GA- METAL AMETAL COMPOSITE DECK (7117 TOTAL THICKNESS) W/ 65 @ 170.0. EACI-1 WAY, 1017 FROM TOOL PROVIDE OPNG. IN •..iw" ' CMU FOR ASH DUMP, SEE ARCH. rfp T.O.F. 94',9T/6'e 6' TAT • (SEE PLAN FOR PERPENDICULAR DIMENSION) CHIMNEY FOUNDATION DETAIL .na WHAM 3/16 (1)3)4• DIA THRU-BOLT NOTCH LOG POST TO HIDE HOLT SEO1ON.-6 0 DIA LOG POST L.S. STONE. PER ARCH. P40 HOOPS MI it FINISHED GRADE, @ EA. CORNER SEE SITE PLAN 41111 SCALE: 1' =l' -0 - PROVIDE 2X FRAMING AROUND POST B' DIA. LOG POST (1) 314' DIA THRU-BOLT 3'X17%}• STEEL KNIFE PLATE 3/4" DIA ALL -THREAD x T EMBED. 17 DIA SONO TUDE. TYP. (3)44 EA WAY FOUNDATION DETAIL 0 SHEMIN PMP.An1101 SCALE: 1-= 1--0' 64 @ 24- O.C. TRANSVERSE {2) 04 LONGITUDINAL, EO. SPACED )4. APA RATED SHEATHING wI 8d @ 6' EDGE, 17 FIELD II FLOOR JOIST. .SEE PANAMA 5P8• DIA x T EMBED. HAB. 01 4'-0' O.G. 0ltIA MAL19xRG WAVE BIM 94'.9718' 8' FOUNDATION DETAIL SCALE: 1' = FLOOR SHEATHING. SEE PLAN 7.0.0. SEE PLAN 6516' WOOD POST 040124' O.C. TRANSVERSE (2) 64 LONGITUDINAL EQ. SPACED FLOOR JOIST, SEE PLAN SIMPSON A8566 POST BASE OR APPROVED EQUN. 1' STANDOFF PER CODE REQUIREMENTS 516• DLA. T.O.F. • 94'-9 756 8' 12) FOUNDATION DETAIL SCALE: 1' = 1'-0' X.- APA RATED SHEATHING WI Ed 01 r EDGE, 17 FIELG 1-3/4" x 11-718' LVL RIM JOIST SLOPE FINISHED GRADE PER GEOTECH, REPORT AN0 511E PLM' 4'-0• MIN, 1 SLOPE SIDES OF EXCAVATION PER OSHA REQS, SEE GENERAL STRUCTURAL NOTES FOR MORE INFO. 2.6 @ 16' O.C. BEARING/ (WALL. BALLOON FRAME ENDS) 2.4 WEB BLOCKING W/ (3) 84 INTO LADDER BLOCKING WEB FLOOR SHEATHING. SEE PLAN rook JOIST, SEE PLAN T.O.D. • SFE PLAN (2)104 INT0 1JOIST 294 WEB BLOCKING WEB BLOCKING I-JOIST'LAODER' BLOCKING @ 3,0' MAX. O.C. INN.WNLPXPI G e SuawaErlvxuml T.O.F. • 94,7/6' °©' FOUNDATION DETAIL SCALE: 1' = 1'-0' 2.6 16. O.C. BEARING/SHEAR (WALL BALLOON FRAME GABLE ENDS) 244 VERT. BLOCK EA. SIDE OF FLOOR JOIST ADJACENT TO ANCHOR BOLT LOCATIONS FLOOR SHEATHING. SEE PLAN FLOOR JOIST, SEE PLAN 7.0.0. SEE PLAN 24 CONT., P.T. SILL PLATE 5/8' IIP, x 7' EMBED. HAB. ® 4'-0' D.L. 64 5 DOWELS 0117 O.G. 64 HOME. ®12' O.C. 114 @ 16' O.C. TRANSVERSE (2) i'4 DONT. LONGIIUOINAL T.F. - 94O.'-9 71B' 43 IMPORTED OR SITE GENERATED STRUC FILL. CLASSIFIED A: GP. COMPACTED IN 97% ASTM 0-498. T1 THE FOLLOWING GI SIEVE % PASS!! 3' 100 1.717 90 N0.4 20-00 N0.200 410 (CENTERED ON FOOTING) FOUNDATION DETAIL SCALE: 1' = 1'-0• SEE ARCH. FOR CAPSTONE DETAILS 3/4' DLA. x T LONG STEEL PIPE © EA BOLT 256 LEDGER W/5Ar DIA x 4' EMBED. EXP.ANCHOR © 4'4T' O.C. TVP. ROOF SHEATHING W/ FLASHING, SEE PL8N. TYP. T.0 DA VARIES Q 1R'x 1.Cxt'-0' BACKER PLATE (2) ROWS OF (2) 314' RIDGE PURLIN, SEE DIA x 5' EMBED. D. ROOF FRMG.PLAN/11M&., HOR5 Apr iia. t�_ mine'1 CHIMNEY CMU WALL, SEE PLANS P_3 FULLY - GROUTED CMU WALL SEE PLANS (1) 3/4' DIA THRU-BOLTS 0 BEAM HANGER © BEAM CONNECTION DETAIL ROOF SHEATHING, SEE ROOF -1\FRMG. PLAN (2) IT 11MBERLOK 6- DCA LOG. SEE ROOF FRAMING PLAN B' LOG HOR12, KNEE BRACE. SEE ROOF FRAMING PLAN 12 3/16 F SECTION 6-A T.OB. SAE R RIDGE BEAM, SEE ROOF FRMG. PLAN PREFABRICATED COLUMN CAP- BEAM HANGER. SEE ARCH. FORAM', OVERHANG NFO SCALE: 1' = 1'-0' (2) 6' TIMBERLOK 711CAPA.RATED SHEATHING PANEL NAILED WITH d 0 6' O.C. EDGE. 12' O.O. FIELD ROOF FRAMING DETAIL (2)6' T/MBERLOK ROOF TRUSS. SEE ROOF FRMG RAN EXTERIOR 2X6 WALL WI BALLOON FRAMED GABLE END (2)236 BLOCKING (2) T TMBERLOK STONE VENEER, SEE ARCH. (PROVIDE VENEER TES @ 16- MAX O.G. 6.W, FLASHING ADDU 04 a 4'-0' (PROVIDE BENT BAR 0 CORNER) 0 EA. PURUN ANCHOR SIMPSON ' PA23' PURLIN ANCHOR. TVP. 0 RIDGE BEAM. HOOFED AROUND HORIZ WALL REINF. 3' FOLLY GROUTED CMU CHIMNEY WALLS, SEE FDN. DETAILS FOR REINF, ROOF FRAMING DETAIL SCALE: 1' = SCALE: 1' =1'-0' DOUBLE BLOCKING T6G CEILING SOFFIT, SEE ARCH 12 ROOF RAFTER SEE PLAN T.O.W. SEE 334.1 PORCH RAFTER SEE ROOF FRAMING PLAN CONT BLOCI4NG xaormss. 10511111. ROOF FRAMING DETAIL SCALE: 1' = 1'-0' 2 LINES OF 2<FULL HEIGHT CONT BEVELED BLOCKING ALONG T.O. RIDGE BEAM (4) 164 TOENAILED EA RAFTER (2 EA sop BC@ 6' O.C., EA. SIDE OF RIDGE 164 0 0' C.C. TOENAILED E4. SIDE ROOF SHEATHNG, SEE PLAN ROOF RAFTER R TYP. SEE ROOF FRMG. & `! PLAN �.• \ B.O.BEMI 6 ROOF FRAMING DETAIL 3'X10' LAG BOLT, CTRD. ON LOG POST SEE ARCH. FOR ADM_ OVERHANG !SOFFIT INFO. ce_ \I --� j RAFTER. SEE PLAN Ito 6' LOG TIE BEAM. SE �t� P �L S SEE SEE ARCHI . RIDGE PURLM, SEE ROOF FRMG. PLAN, BEVELED AT TOP TO MATCH SCALE: 1-a 1'-0• 2 LINES OF 2c FULL DEPTH. CONT BEVELED BLOCKING 12 1,3' PORCH BEAM, SEE ROOF FRMG. PLAN B' DIA LOG POST, SEE FOUNDATION PLAN ROOF FRAMING DETAIL 3/4' x 12' LAG BOLT. CTRL!. 03 LOG POST ROOF SHEATHING, SEE RAN SEE ARCH FOR ADM. OVERHANG/SOFFIT DETAILS 2x6 CONTINUOUS, BEVELED BLOCKING 12 15d @ 6.0.C- (INTO TOP LOG BLOCKING) SIMPSON 'A35' CLIP 0 EA RAFTER 2x6 WALL, SEE ARCH. AND FON. DETAILS SCALE: r = 1'-0' ROOF RAFTERS. SEL ROOF FRMG. PLAN (4:12 PITCH ® SIM.) TSG CEILING. PER ARCH. T.D.W. SEE AA4.1( BLOCKING BETWEEN RAFTERS, CONNECT TO WALL NOTE: SISTER RAFTER TAILS ONTO 2x6 RAFTERS. SEE ARCH, FOR A001L INFORMATION Qi ROOF FRAMING DETAIL [4. SCALE: 1' = 1 V)" r Rio Bianco Ranch - Po neer n cabin ELECTRICAL SCHEDULE 09„3/2004 FIXT LOCATION DESCRIPTION QTY. MANUF. MODEL # SHADE COLOR LAMP 1 Living Room Ceiling Mount 1 Rejuvenation Jefferson C379 016CE BA 0 2 Bathrooms Ceiling Mount 2 Rejuvenation Cypress C484 208CE BA ' 3 Bedroom Ceilings Ceiling Mount 2 Rejuvenation Suncrest C138 35430 BA ' 4 Bathroom mirrors Wall Mpunt 2 Rejuvenation Selma W733 1710P white 60W 5 Task Wall Mount 6 Rejuvenation John Day W813 102CE BA 6 not used 7 Closets Ceiling Mount 4 Hubbell or equivalent see note 3 clear glass galv. -75W equiv. 8 Porch Wall Mount 1 Rejuvenation Klamath Fars W304 frosted glass Black Enamel 9 Bathrooms Wall Mount Exhaust 2 Broan - - White 10 NOTES 1) BA wands for BURNISHED ANTIQUE finish 1) Lamps: compact fluorescent bulb. are recommended for reduced energy requirements 3) single bulb fixture with glass cover & wire cage -'bulkhead' type light - 4)e.hausr fans - wall mounted. vent oumide or into mechanical room ELECTRICAL LEGEND $ 51146LE POLL SWITCH ? THRC-WAY SWITCH POUR -WAY SWITCH $4 DSMMICR SWITCH X TELEPHONE JACK lal TELEVISION 2 THERMOSTAT ® SMOKE DETECTOR 0 L•>LHALSr PAH X CEILING Um -0- LIGHT PIXfl.RE, CEILING MOUNT LIGHT rixr m tersmssm LIGHT PIX L/PM, TENDANT 1 LIGHT P'xruRRo, MIALL Mol/r4T LIGHT PIXTTIRE, PWORLSCENT $ DUPLEX OUTLET a 'i SWITC ED, DUPLEX OUTLET tae 220 V. OUTLET ® 'ware MOUNTED DUPLEX CUTLET hPar DUPLEX OUTLET, &R. PLT. INTLRI1PT e• IX1PL.E% OUTI-ET, WEATHER moor ALL. ELECTRICAL PORK POR Tfl& FWD -MCT 51•I4LL BE COMPLETED BY A glALIPIEO LIGENSCD eLECTRIOAL ODNTRACTOR IN ACCORDANCE WITH TMC 2.002 NEC. ALL LI64T5 i' mcirT A SAIT'CH ARE 1.z.L G* AIN' LI6HTS. 74'ktarao,P:44 A MAIN LEVEL ELECTRICAL PLAN 8 G A L 5/16' • I' -0' No 910b Job Address Owner Contractor Assessor's Parcel No iLG f" r -Ceti Date tb en � i Address � Mee -010-hone #S72 2 -34 Address-- 97-.):3 Phone #,...)S7- Mfg RH LH Zoning BUILDING PERMIT CARD Setbacks: Front -1;2) OLCA---C Soils Test Rear C3 © -INSPECTIONS Footing -' 7"o ? A9'`''L`' Foundation S-443fJ7 Alt. -- Grout ' - Grout Underground Plumbing Rough Plumbing (' i - v7 ,Q -r Framing 6 - - a 7Prvk Insulation Roofing Drywall Gas Piping k " - V 7 /gm NOTES Weatherproofing Mechanical Electrical Rough (State) Elect( of F;f.af (State) (o -z4 -o ? G4 --p Final ^ /Checklist Completed? /-- Certificate Occupancy # Date Septic System # Date Final Other (continue on backl No. 9 7r.z» Assessor's Parcel No /9/ -/P - - / Date MI f'- -o 97o - 8-3Ys+q BUILDING PERMIT CARD 1, Job Addr- s - . a►._� �- _ Owner Contractor c etbacks: Front_ Rea S ils Test Footing 6 - 6 - d 6 Foundation —i c56 r9),"14" Grout Underground Plumbing Rough Plumbing -7- r-6 Framing Insulation Roofing Drywall Gas Piping -C7.‘ NOTES cor6 c,tci aL1� # 7 -3W9- phone#51-7-4()96V Zoning --tc(") atherproofing Mechanical Electrical Rough (State) Electrical Final (State) al /Checklist Completed? Ce icate Occupancy # Date Septic Sy - m # Da Final Other aodiro-9e flak) Cbrfriv o (continu cl )tey.-r. back) itntAlect' cip n Lire 1b -Q4, INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued.14 Q1-4Soued Area Permit No 9aOQ 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 Wale 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. uselfainlac.t. Jet. I ri w/ f IG.{i.i or Address or Legal Description ��+�OerS�rr�'�'�D1Q1 ��� Owne R I b Con r for t liStAS �L"^ n This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing c -7-p1 Driveway Foundation - p 1 i9+�- ,JA Underground Plumbing Insulation Q,¢Alli Rough Plumbing 6,-4 -a'7 p-vyL Drywall 1/y.,.,,,_ Chimney & Vent , - 6.0 7 pm Electric Final (by State Inspectorl4:-26-'''" Gas Piping 6 - C-- 07 1.74An. , Final r/ 5.-0-75.-0-74704--- Electric Rough (By State Inspector) Septic Final Framing t -6 -p 7 /g.t,V- (To include Roof in place and Windows and Doors installed), Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections CaII 384-5003 108 8th Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD Date101I'O4 IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC Lrfa . INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued/01/10 Zoned Area Permit No Cr11)6 AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. • Use Address orLe al Description Owne R1D Mint& its,,,01 n„t.t, env, 11a store Tiud Z . ntractor SetbaJlcs Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 6- a_ O 6_ 1 Driveway Foundation Underground Plumbing Insulation Rough Plumbing --7_ i q--06 X11 Drywall 1 Chimney & Vent 7-19_06 J\ Electric Final (by State Inspector) Gas Piping ? - t 9 _a 4„) Wt Final Electric Rough (By State Inspector) Septic Final Framing Pk r,_,e,44,06 eL 7--19—b6 (To include Rodin place nd Windows ,C�� and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD Date/043iBy IF PLACED OUTSID VER WITH CLEAR PLASTIC Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search 1 Assessor Subset Query 1 Assessor_ Sales Search Clerk & Recorder Reception Search Basic Building Characteristics 1 Tax Information Value Detail 1 Sales Detail j Residential/CommercialImprovement Detail Land Detail 1 Photographs Mill Levy Revenues Detail Parcel Detail Tax Area Account Number Parcel Number 2007 Mill Levy , 039 R300052 142118400001 1 39.055 Owner Name and Mailing Address RIO BLANCO RANCH COMPANY ATTN: JOHNSON, MRS. CATHERINE H. 1411 EDGEWOOD DRIVE PALO ALTO, CA 94301 Assessor's Parcel Description (Not to be used as a legal description) SECT,TWN,RNG:18-1--88 DESC: HES #287(15998AC), HES #59(160AC), HES #141(160AC DESC: PT OF TR D (18.04AC), TR E(93.53AC), TR F (23.36AC), DESC: PT OF TR 37 (15.09A),THAT PT OF TR D & TR 37 LYING DESC: IN GARFIELD CO. BK:0092 PG:0305 BK:0825 PG:0467 Location Physical Address: Subdivision: Land Acres: RIO BLANCO 630 11 http://www.garcoact.comlassessor/parcel.asp?ParcelNumber=142118400001 9/23/2008 Parcel Detail Page 2 of 4 Land Sq Ft: Section 18 Township 1 Range -88 2008 Property Tax Valuation Information Additional Value Detail Most Recent Sale Sale Date: Sale Price: Additional Sales Detail Basic Building Characteristics Number of Residential Buildings: Number of Comm/Ind Buildings: 5 18 Actual Value Assessed Value Land: 3,008,360 872,420 Improvements: 3,221,550 826,830 Total: 6,229,9101 1,699,250 Additional Value Detail Most Recent Sale Sale Date: Sale Price: Additional Sales Detail Basic Building Characteristics Number of Residential Buildings: Number of Comm/Ind Buildings: 5 18 http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=142118400001 9/23/2008 Residential Building Occurrence 14 Characteristics r 1 1 STORY: 480 TOTAL HEATED AREA: 480 1 Commercial/Industrial Building Occurrence 1 Characteristics 1 ONE STORY: 1,886 1 STORY W/BASEMENT: 2,744 TOTAL HEATED AREA: 4,630 ABSTRACT CODE: LODGING -IMPROVEMENTS ARCHITECTURAL STYLE: SFRICONVRT EXTERIOR WALL: LOG ROOF COVER: CORG METAL http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=142118400001 9/23/2008 t'arcel Detail Page 3 of 4 ROOF STRUCTURE: INTERIOR WALL: FLOOR: FLOOR: HEATING FUEL: HEATING TYPE: STORIES: BATHS: ROOMS: UNITS: BEDROOMS: YEAR BUILT: [GABLE AVG PANEL HARD TILE HARD WOOD GAS FORCED AIR STORIES 1.0 [2 1 [1 0 2004 Additional Residential./Commercial Improvement Detail Tax Information Tax Year Transaction Type , Amount 2007 Tax Payment: Whole ($51,613.92) 2007 Tax Amount $51,613.92 2006 Tax Payment: Whole ($48,763.96)' 2006 Tax Amount $48,763.96 2005 L Tax Payment: Whole ($44,676.18) 2005 Tax Amount $44,676.18 2004 Tax Payment: Whole ($50,050.18), 2004 Tax Amount $50,050.18 2003 Tax Payment: Whole ($50,117.84) 2003 Tax Amount $50,117.84 2002 Tax Payment: Whole ($33,603.44) 2002 Tax Amount $33,603.44 2001 Tax Payment: Whole ($33,328.90j- 2001 Tax Amount $33,328.90 2000 Tax Payment: Whole ($22,570.76) 2000 Tax Amount $22,570.76 1999 Tax Payment: Whole ($22,231.96) 1999 Tax Amount $22,231.96 Mill Levy Revenues Detail http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=142118400001 9/23/2008