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Garfield County Building & Sanitation Department 108 ? Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 007 Job Address 100 (T C j ria [-NO. cacti Nature of WorkBuildinrPermits )1 R � � - ()C- i��a n Use of Buildi g l `�tsr)n l ` 7 !P4 G. 11 Owner F tcmCQ ��� 0th-0�� ContractorQ Amount of Permit $ --3-at • l 1. Date 9-7- C Vo C1erkY.J_ GARFIELD COUNTY BUILDING PERMIT APPLICATION 106 r Street, Brite 201, Glenwood Spina, CO 81601 17 / floc 970.35+3470 / lappscllaa Law 970-3s4so00 // PenTul NGI7.lPi Parcel/Schedule No: a l a J ( 0 ' Db -L6 ). Job Address: 007 M lfCheU CrDPJc I�%afrmaQr1 1�12� �Ienwnnd Snrina5 Iro 9 RoOI 1 Lot No: 4 a .- _ l.� S�-cn Ceilrl�.C7�Fl Block No: Subd. / a- - .. • • on: 6a/rni.e,4 ey-9e fxematun, Pla.f- 2 l Owner: VI Ctof' (7. fgf15Che. .Saner R. Gus Address 0l5 I44#DUf11t1n V eplalimicodSpnclb,ob Blb(i/ Ph: g70•g45-772- Wk Ph: gjoAtic IIIZ- 3 Contractor: Address: ph: Lic. No. 4 Architect/ gineer: N/A dress: ph: Lic. No. 5 Sq. Ft. of BnildIaw N 3C100 ll Sq. Ft. of Lot: 0.263 etellLy f Height f r q11gknnin* No. of Floors: 2- WAIL Oath, 6 Use of Building: 2- Strati LI RFsidence • SiF1,e.tx ' + E G • 7 DescibeWork: -T ha bulldlll• was nstrikad a&a ctU.plex w hoof 1 11 inti. .•'e. r 1'_i. r/see if•► I:.u/ .1' £'9•.e .• efif 0..1 .ppropri u+ + Ill IP ill. 8 C : ss of Wor: 0 New 0 Alteration o -emove 12ev 1 ew eens exi€ nq anstrudij fldmon 0 Move 9 10 Garage: ,rvI IA^ 0 Single 0 nDole Carpo 0 Single It A 0 Double / a oDriveway Permit ❑ On -Site Sewage `, OK—.SltL cats." Disposal ❑ ire O.Wsea 11 a, V uati-on f Work: $ 7 Special onditions: Le_- -e_ Adjusted Valuations: S 5500 O�-c6 12 r r) I� NOTICE A SEPARATE ELECTRICAL PERMIT 13 REQUIRED AND MUST HZ ISSUED BY TIE STATE OF COLORADO. THIS MOM BEC011:88 MULL AND VOID IF WORK ORODIVROL710S AO•rfDOSD IS NOT COMMENCED YTIIDZ 180 DAYS, OR W CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FORA PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HINIZNY CERTIFY THAT I HAVE HEAD AND ZZAXINZD THIS Plan Check STI / Fee: 1 I Permit Fee: 125' 15 -- Total Fee 3 p 1 ' OI J / Dated Permit Issued: OCC Group: —Jy._ra Const. Type: APPLICATION PROVISIONS OF COMPLETED GRANTING OF TO VIOLATE OR LOCAL LAW REGULATING OF CONSTRUCTION. ,� AND KNOW THE SAME T) BE TRUE AND CORRECT. ALL TAWS GOVERNING THIS TYPE OF WORK WILL DE WITHIN WHETHER SPECITIND HQe OR SOT. THE A Pai r DOES NOT PRISOIE TO GIVE AUTHORITY CAE= THE PROVISIONS OF ANY OW= STATE OR CONSTRUCTION OR THE PERFORMANCE /0• uxis Zoning: $9L77�,#S ti..��/• Yea!'w'� / 2 . �� L .J hfan��u..,Hppo�m��e:: (�,�,� fila olialfd�'2ee ;. : 1 F8- 4/51-S0l• ,�a,,,,,I (' ',�J-�� N, •. C(�//%T.VI(T/IfUILiXNI/1 ISDS No. & Fele:. C 01 ly of Cc (13.5 1 A: itl t1 Y> [' OWNER 19 o APA.. , . .A. A B 1 DE•� PIA .van fi) .• • /DAIS AIAPHOVAL/ AGREEMENT PERMISSION 1.8 HEREBY GRANTED 7O THE APPUCANT 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 W17H ALL BUILDING CODES AND TAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUIHOMIY GIVEN 124 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE IODATION, 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 NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PIANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERROR IN SAID PIANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUDDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF TBS CODE OR ANY OTHER ORDINANCE OR REGULATION OF TOS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SP E1FICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBBTfES OR L IABLIlIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCUS. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIF1CIAILY WITH THE ARIICTECT, DESIGNER, BUILDER AND OWNER- COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNIERE3F. Gerfom.00.3 ,1p 1 HEREBY ACKNOWLEDGE THAT L HAVE READ AND UNDERSTAND THE AGREEMENT AMPS nrNrlAu: Vp n'.4 1\IVl 1$1.51 The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector, 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a fmal inspection made; S. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, anchor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) 1S ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. 1 understand and agree to abide by the above conditions for occupancy se and the issuance of a Certificate of Occupancy for the dwelling under building permit N Signature BpcontOct2004 /17'49' 2005 Date co ka 4 thie et been A hi(9-7 JA)4 huilekifJ S7F0 • gie GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and 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 18"x 24"" and drawn to scale. 1 Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original 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. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor naming plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IBC, IPC, IMC and IFGC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the 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 when applicable include the location of the I.S.D.S. (Individual Sewage 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 on the design. Yes / No Not necessary for this project 3. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes // No Not necessary for this project 2 4. Is the 1.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes No Not necessary for this project ✓ 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes 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? Yes / No Not necessary for this project 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes ,/ No Not necessary for this project 8. 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 IBC or IRC for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes ✓ No Not necessary for this project 11. Do the plans include design loads as required for floor loads under the IBC or IRC? Yes ,/ No Not necessary for this project 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes No Not necessary for this project 13. Is the winn speed and exposure design included in the plan? 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 3 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes f No Not necessary for this project 16. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Check applicable zone district for building height maximum) Yes •1/4/ No Not necessary for this project 17. 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 / Not necessary for this project 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? Yes No 1,/ Not necessary for this project I/ 19. 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 IBC or IRC? 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 Not necessary for this project 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes / No Not necessary for this project 40fatzirfri 9 77 b caip'`wr ztle 91.144-44 22. Do the plans include a complete esign for all mechanical systems planned for installation in this building? Yes ✓ No Not necessary for this project 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes 7 No Not necessary for this project 24. Does the plan 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 ,/ 4 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No Not necessary for this project_ 26. 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 No Not necessary for this project y 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this projectA 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes KI No 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes ! No Not necessary for this project 5C.E OW_ h l'kzicts LE.ttril 30. Does the plan accurately indicate what you intend to construct and what will receive a final ins ection by the Garfield County Building Department? Yes f No 31. Do your plans comply with all 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 rc No 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yesx 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 (la No 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes No 5 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 project must comply with the Uniform Codes? Yes .a 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.m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. 37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re -inspection fee? Yes x No 38. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes 4 No 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes "O No 40. 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 the building permit application? Your attention in this is appreciated. Yes No 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes 71 No (Please check with the building department about this requirement) 6 42. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yesdp I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. (01.0)( z-3-0,6 Sign ure Date Phone: 9?O 945 7572 -(days» PGl4-S ? 872 (evenings) Project Name: Q (A/€ . K_ILi S CAI pp � � Project Address: 74- M It(,F ' al Patti ( I I 132-) tinunnycf £I 9' to 8 I 00 / 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. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If 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 Feb2005 7 10/18/2005 02:45 6258627 ROAD AND BRIDGE PAGE 01 Garfield County Garfield County Road and Bridge Department October 18, 2005 Ms. Jan Owen 0074 CR 132 Glenwood Springs, CO 81602 CC: Garfield County Budding and Planning Department Dear Mrs. Owen The driveway dist you have in place is in accordance with the Garfield County Road and Bridge Department's specifications for driveways and you do not need a permit for this driveway. If you have any questions or problems, please fed free to contact me. Sincerely, /ea iJe-icr Mike Vander Pol Office Ma ager Garfield County Road and Bridge Department 102 TwdrnMy! Rat. SSP 305 Rae, CO Oii10 nose 10405-0101 VPSC15-0427 Applican �'%/ PLAN REVIEW CHECpKLIST KA lei fic itt Date % �` C Est Building �i Engineered Foundation -Driveway Permit > l• n4. Surveyed Site Plan t'r k Septic Permit and Setbacks Cai t/ Grade/Topography 30% "Attach Residential Plan Review List 7 inimum Application Questionnaire Air Subdivision Plat Notes 411+. Fire Department Review 'r" Valuation Determination/Fees RReed Line Plans/Stamps/Sticker Attach Conditions Application Signed C/ Plan Reviewer To Sign Application Parcel/Schedule No. TZ -4-0.124A raQ 1L140# Snowload Letter- Mani'. Hms. 4 Soils Report GENERAL NOTES: Planning/Zoning Property e Setbacks 30ft : tream Setbacks ood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes Owen/CR 132 Page 1 of t Tim Holliday From: Andy Schwaller Sent: Wednesday, May 10, 2006 1:18 PM To: Tim Holliday Subject: FW: Owen/CR 132 From: Winders, Gregory [mailto:Gregory.Winders@dora.state.co.us] Sent: Wednesday, May 10, 2006 8:44 AM To: Andy Schwaller Subject Owen/CR 132 Hi Andy, I thought I faxed you guys on this... Since GARCO has issued a permit for the duplex with the existing heating/mechanical setup and no changes/additions were made to the electrical, no electrical permit/inspection is required. Greg ec Pe isiusi 03 A 'Oulu fey 5/10/2006 O 0 o O £r3 cr 0 U trz\/ 1 141e - se N Ito �U Jeff Johns n Architectural PC Jeffrey Scott Johnson 138 East Third Street Rifle, CO 81650 Phone: (970) 625-0580 Fats (970) 825-0581 Cet (970) 948-0099 www.jjarch.com MEMORANDUM Contact: Company: Phone: Date: Project: No.: Regarding: Dear Andy, RECEIVED JAN 1 8 2006 GARFIELD COUNTY Andy Schwaller BUILDING & PLANNING Garfield County Building & Planning Department 108 8th Street, Suite 201 Glenwood Springs, CO 81601 (970) 945-8212, (970) 384-3470 fax Friday, January 13, 2006 Jan Owen Duplex Conversion 0601A Duplex Conversion for Code compliance The following letter has been provided by Jeff Johnson Architectural, P.C. to the Building Department of Garfield County on behalf of Jan Owens, owner of an existing residence, located at 0074 Mitchell Creek Road, Garfield County, In a conversation with Jan, I understand that she requested a separate address for a lower floor rental unit, which at the time was occupied. This caused concem with the Garfield County Building Department, and upon further investigation and an inspection performed by the department, it was found that the lower floor unit was not known to the County, nor was it within code compliance. As a result, the lower floor occupant has been removed. Jan has retained our office to evaluate the possibility of modifying the existing residence to allow for a lower floor rental unit and we have proposed design modifications to the floor/ceiling and wall assemblies in order to make this modification code compliant. The new dwelling unit is proposed for a portion of the lower floor and there will be areas on the lower floor that are not considered a part of the dwelling unit. These areas include the stairwell and mechanical room on the Northwest side, as well as the unfinished storage room on the East. The new dwelling unit will be isolated from these areas, as well as the livable area on the upper floor, by adding additional fire rated gypsum board to the walls an ceilings that separate them. There will be no modifications undertaken that will affect the integrity of the building structure. Please refer to attached `Dwelling Unit Drawing" for further information. Egress: The new dwelling unit will have egress from a Southeastern entry door. An existing entry light provides external illumination to the new dwelling unit. The door opens out under a wood deck, and into a South lawn. There is a walkway along the East side of the building up to a common driveway with ample space for at least four vehicles. There is a large slider window within the Bedroom, facing South, and upon site measurement it was determined to comply with emergency escape requirements under Section R310 of the IRC 2003. A secondary means of egress from the dwelling unit is also proposed through the stairwell leading up to the common driveway to the North. The stair was inspected and found to be in compliance with Section R311.5 of the IRC 2003. Jeff Johnson Architectural PC Jeffrey Scott Johnson 138 East Third Street Rifle, CO 81850 Phone: (970)6250580 Fax (970) 825-0581 Celt (970) 948-0099 www.jjarch.com Natural Light: • The Great Room and Kitchen are comprised of a single 502 SF room. tinder natural lighting requirements, per Section R303, 40.2 SF of glazing is required for this room. An onsite inspection confirmed that the net area of glazing within this shared room was 24.4 SF, including the entry door lite. To comply with this section, we are recommending 2- 2'-6" x 3'- 6" windows, flanking the existing glider within this room. Smoke Alarms: There is an existing smoke alarm system that can be utilized in the new dwelling unit. There is a detector within the bedroom, and one in the great room. The detectors appear to be hardwired. Seperation requirements: Under Section R317 Dwelling Unit Seperation, IRC 2003, the following requirements are listed: R317.1 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and/or floor assemblies having not less than 1 -hour fire -resistance rating when tested in accordance with ASTM E 119. Fire -resistance -rated floor -ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend to the underside of the roof sheathing. We are proposing to introduce new construction in the form of one hour veneers to the walls and ceiling of the new dwelling unit. The existing walls and ceiling contain gypsum board, but there is no evidence that this gypsum board is fire rated. In order to comply with Section R317.1, we have introduced two new details: Wall Modification Detail, and Ceiling Modification Detail. Each detail adds 1" minimum net width of fire rated gypsum board on the inside shell of the new dwelling unit. We have enclosed documentation from USG regarding testing that has been done to establish 2 staggered layers of 5/8" type "x" as an approved one hour rating. Within the new dwelling unit, baseboard heating is supplied, independent of what appears to be a HVAC system for the upper floor. There is some ducting for HVAC in the upper floor and structure encroaching into the dwelling unit ceiling. The ducting and beams will have to be wrapped individually with the 2 layers of 5/8" to ensure one hour protection between them and the new dwelling unit. There is an exhaust fan within the dwelling units bathroom. There is concem that the exhaust ducting for this room goes through the upper floor assembly. As the room contains a small operable window, ventilation can occur through it, and it is our recommendation to remove the exhaust ducting in order to circumvent through penetration fire resistive requirements. Access Panels: In the Bedroom closet, there is an opening within the wall that has access to an upper floor sewer line clean out, an access panel for this must have a one hour rating, ie. consist of 2 - layers of 5/8° gypsum board, glued together, with the panel having at least 1 ° overlap at opening. In the Closet on the West side of the Kitchen, there is a crawl space access panel. This panel will need to be replaced and a panel similar to the one described in the Bedroom closet should be provided. Jeff J hnson Architectural PC Jeffrey Scott Johnson 136 East Third Street Rifle, CO 81650 Phone: (970) 625-0580 Fax (970) 625-0581 Celt. (970) 948-0099 www.jjarch.com Rated Doors: • Two doors will be removed and replaced with 45 minute rated doors, the door from the dwelling unit into the stairwell, and the door from the dwelling unit into the unfinished storage area. Structural Wall Protection: An onsite inspection determined that the 2x6 wall separating the Great Room from the Bedroom and Closet is a load bearing wall. Because it provides floor support for livable space above, it will be required to have a one hour rating. We are proposing to add a single layer of 5/8" type "x" gypsum board to each side of this internal wall to provide this protection. With the following modifications listed above, we feel that the new dwelling unit will be under compliance with IRC 2003 guidelines and allow Jan to rent the unit again. We propose these modifications but want an open dialogue with the planning department of Garfield County in order to hear any comments or concems related to this. If there are any questions, please do not hesitate to call me at 625-0580. If I am unavailable, leave a message with my secretary. Thanks Jeff Johnson Colorado Registered Architect #203490 Cc: Jan Owens File Enc. Dwelling Unit Drawing Modification Details USG Documentation ET) c 0 N 0 0 2 X Typical floor/ceiling assembly a) .0 W J cc 1 1' horizontal log siding air & water infiltration barrier 5/8" exterior plywood sheating 2x6 stud wall @ 16" o.c. R-19 batt insulation 6 mil poly vapor barrier 1/2" gypsum board 2- layers of 5/8" type "x" gypsum board, staggered and fire -taped, attached through exist. drywall to wall stud, add wall finish install per USG recommendations, based on UL design U 301 3/4"plywood subfloor acoustic batt insulation 6 mil poly vapor barrier 11 7/8" engineered floor joist 1/2" gypsum board 1" resilient channels (a. 16" o.c. 3/4" rigid insulation belween channels 2- layers of 5/8" type "x" gypsum board, staggered and fire -taped, attached through exist. drywall to floor joist, add clg. finish install per USG recommendations, based on GA file no. FC5406 floor finish above Floor/ceiling assembly - see above fire tape seam 2 5/8" gypsum board, each side 2x6 stud wall @ 16" o.c. 5/8" type "x" gypsum board, each side, fire -taped, attached through exist. drywall to wall stud, add wall finish install per USG recommendations, scale: 3/4" = 1'-0" 01-09-05 Dwelling Unit Details 74 Mitchell Cr k Road Garfi Id C unty, C I rado C lorad J 0 guav z; ix En= o= 3 0 c gl tT` r oxv O 13 :2.O < on co 0 Q 0 0 m z WIzT WIT xy 26 0 00 �• 0 N C o 9r O y0 O 0z ] 00 Om y 3y 0 O,9 ym ONE HOUR VENEER. SEE DETAIL m 0 U W 0 0 m 145„ K A I mo mz mm Di Do o; cm x O n o m x LOAD BEARING WALL. SEE DETAIL m ; rill ym O A X -I x b0 P o z 0 X m D T 0 NZ9 zo Zp �OOp a '1 3 a < c> yN 0 Or r~ m z> " N _e _ 1 INPINISHPF N C o 9r O y0 O 0z ] 00 Om y 3y 0 O,9 ym FIRE RESISTANCE PROVIDED BY GYPSUM BOARD MEMBRANE PROTECTION (GA -610-02) Introduction Dividing buildings into distinct fire -protected areas is typically accomplished by providing fire - resistance rated separations between those areas. This type of separation is easily achieved by the use of gypsum board applied to either wood or steel framing members. These fire -rated separations are usually provided as total assemblies, consisting of the structural member, the gypsum board and structural flooring material (if a floor/ceiling assembly). Listings of many fire - rated assemblies or Designs are found in the GA - 600, UL Fire Resistance Directory, etc. However, often no fire -rated assembly exists to match a particular configuration to be built. This is often the case for retrofit work, but may also occur in new construction. In this case all of the fire resistance may be provided by a gypsum board "membrane"; typically several layers of fire - rated (type X) gypsum board. Fire Tests and Finish or Membrane Ratings The finish rating is derived from the same test method (ASTM E 119) that establishes fire - resistance ratings for systems. The finish rating is the time necessary for an average rise in temperature of 250°F (140°C), or a maximum rise of 325°F (180°C), as measured on the face of the wood (i.e., framing) nearest the fire. In a gypsum board system, this is the time required for the back (unexposed) surface of the gypsum board to reach one of the limiting conditions as defined above. Finish ratings have been established for most fire -resistance rated systems that incorporate combustible (i.e., wood) framing components. In gypsum board construction, the finish rating can be determined to be the fire -resistance rating provided by the gypsum board membrane on the fire exposed side. While the use of finish rating data Is a common and generally accepted practice to validate and document the required fire resistance of a membrane, Its Printed in USA use must be approved by the authority having jurisdiction. When to Use a Membrane Rating Fire tests on floor -ceiling systems are historically conducted with fully loaded solid -sawn nominal 2x10 (38x235 mm) floor framing. Hundreds of fire tests were conducted prior to the development of engineered wood trusses, wood I -joists, and lightweight steel joists. In certain types of new construction, it may be neither practical nor economical to use the type of structural components found in tested and listed systems. In addition, engineered systems taking into account the actual loads and spans enable designers to specify systems that may not require 2x10 (38x235 mm) joists These engineered systems often specify smaller dimension lumber, wood trusses, wood Hoists, other engineered lumber products, steel channel joists, or other materials as the structural framing. The effect of using smaller lumber sizes where shorter spans and lower loads are encountered has not been documented by full- scale tests. Due to the larger size of the test specimen required in the ASTM E 119 fire test method, it may not be possible to evaluate such designs by full scale tests. Retrofit construction often presents unique situations for designers, contractors, and building officials. Upgrading existing walls or floor -ceiling systems may involve limited access to the space or the presence of construction materials that may not be used in any currently available tested or listed system. When it is not possible to construct a specific tested system, the use of the finish rating of a system may be the only practical method to determine the rating. Gypsum board membranes most commonly used to meet fire -resistance requirements in unique circumstances are described and shown herein; the details and sketches are based on UL Designs U301 and L556, and on GA File Nos. FC 5406 and RC 2601. Copyright @ Gypsum Assodation 2002. All rights reserved. One -Hour Ceiling (Based on GA File Nos. FC 5406 and RC 2601) The ceiling membrane consists of two layers of 5/8" (15.9 mm) type X gypsum board directly applied to framing or furring. The base layer of gypsum board is applied at right angles to ceiling framing 24" (610 mm) o.c. and attached with 1" (25 mm) Type S or S-12 drywall screws (for steel framing) or 1-1/4" (32 mm) Type W or S drywall screws (for wood framing) spaced 24" (610 mm) o.c. The face layer of gypsum board is applied at right angles to the framing and attached with 1-5/8" (41 mm) Type S or S-12 drywall screws (for steel framing) or 1-7/8" (48 mm) Type W or S drywall screws (for wood framing) 12" (305 mm) o.c. at end joints and intermediate joists and 1-1/2° (38 mm) Type G drywall screws 12" (305 mm) o.c. placed 2° (50 mm) back on either side of end joints. Joints of the face layer are offset 24" (610 mm) from the joints in the base layer. Face layer joints and fasteners are finished to Level 1 as specified in GA -214, Levels of Gypsum Board Finish. Two -Hour Ceiling (Based on UL Design L556) The ceiling membrane consists of four layers of terer"""1"S 5/8° (15.9 mm) type X gypsum board applied to ceiling framing spaced 24" (610 mm) o.c. with a 7/8" (22 mm) hat -shaped steel furring channel located between the third and face layer. The base layer of gypsum board is applied at right angles to the ceiling framing and attached with 1-1/4" (32 mm) type S or W drywall screws spaced 12° (305 mm) o.c. The second layer of gypsum board is applied at right angles to the ceiling framing and attached with 2" (51 mm) type S or W drywall screws spaced 12" (305 mm) o.c. The third layer of gypsum board is applied at right angles to ceiling framing and attached with 2-1/2" (64 mm) type S or W drywall screws spaced 12' (305 mm) o.c. The joints in each layer are offset a minimum of 10° (250 mm) from the previous layer. The steel hat -shaped rigid furring channels are applied at right angles to the ceiling framing and spaced 24" (610 mm) o.c. The channels are attached to the ceiling framing at each framing member/furring channel intersection with two 2-1/2° (64 mm) Type S or W drywall screws. The face layer of gypsum board is applied at right angles to the furring channels and attached with 1-1/8" (28 mm) type S drywall screws spaced 12° (305 mm) o.c. Face layer joints and fasteners are finished to Level 1 as specified in GA -214, Levels of Gypsum Board Finish. One -Hour Wall Membrane (Based on UL Design 1.1 301) The membrane consists of two layers of 5/8" (15.9 mm) type X gypsum board directly applied to framing or furring. The base layer of gypsum board is applied either parallel or at right angles to wall or partition framing 16" (406 mm) o.c. and attached with 1" (25 mm) Type S or 9-12 drywall screws (for steel framing) or 1-7/8" (48 mm) nails or 1-1/4" (32 mm) Type W or S drywall screws (for wood framing) spaced 6" (150 mm) o.c. The face layer of gypsum board is applied either parallel or at right angles to the framing and attached with 1-5/8" (41 mm) Type S or 5-12 drywall screws (for steel framing) or 2-3/8° (60 mm) nails or 1-7/8" (48 mm) Type W or S drywall screws (for wood framing) spaced 8" (203 mm) o.c. Joints of the face layer are offset 24" (610 mm) from the joints in the base layer. Face layer joints and fasteners are finished to Level 1 as specified in GA -214, Levels of Gypsum Board Finish. Printed in U.S.A. Copyright C Gypsum Association 2002. All rights reserved. ci , ....I..W 119111419 Hon VYe O 14111. l( W SW MST 19304MICOM11419101. RlE006111S CALCULI/17M! N ATION YM]4att 1�0 EMIR MRS YR! rim sl Plea kb F0Nrt1ilnlB WOY 11.34. 12 FM 1110.01091.0.1 11-+r.e 1MfM011M NA 9.11111011O4911 141060 11112.0 M 74.1421410•41 371 R 110 R 2767 R x14 R T30 R 957 R 0.077 R 210 R 644 9 01400• 0191.0 MOOS 1410 700 D* 14x2 24 14 WOSMr• MDI Is_ Dew x11 Noe - L9s0b O 14r•9 9 4411. 92 44111. 0m0• UNWt0Mh. 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Ullman 01 -Oct -02 ELECTRICAL LOAD CALCULATIONS (100 AMP MINIMUM) LIGHTING AND SMALL APPLIANCE LOAD MODEL: FB-DQS-4-1 BOX WIDTH = 27.70 FT BOX LENGTH 40.00 FT GENERAL LIGHTING LOAD (Max box size) FLOOR AREA 1108 SF x 3 WATTS PER SF = TOTAL AMPS 3324 WATTS / 120 VOLTS = NUMBER OF 15 AMP CIRCUITS REQUIRED = NUMBER OF 15 AMP CIRCUITS PROVIDED = SMALL APPLIANCE LOAD NUMBER OF KITCHEN AND DINING 20 AMP CIRCUITS = NUMBER OF ADDITIONAL 20 AMP CIRCUITS = LAUNDRY 20 AMP CIRCUIT = TOTAL WATTS (1500 WATTS PER CIRCUIT) 3324 WATTS 28 AMPS 1.85 CIRCUITS 2 CIRCUITS Mn) TOTAL LOADS FEEDER 2 CIRCUITS 4 CIRCUITS 1 CIRCUIT 10500 WATTS GENERAL LIGHTING = SMALL APPLIANCE/LAUNDRY = FREE STANDING RANGE _ DRYER = DISHWASHER = WATER HEATER = MICROWAVE OVEN FANS FURNACE MOTOR GARBAGE DISPOSAL = 4 = TOTAL FIRST 10000 WATTS AT 100% REMAINDER AT 40% FURNACE: ELECTRIC = TOTAL AMPERAGE MINIMUM PANEL SIZE 0 kw(CO 65% 3324 WATTS 10500 WATTS 0 WATTS 5600 WATTS 1000 WATTS 0 WATTS 1250 WATTS 4 WATTS 190 WATTS 890 WATTS 22558 WATTS 10000 WATTS 5023 WATTS 0 WATTS 15023 WATTS 62.80 AMPS 200 AMPS n E. r 1 a -n Fri wit; ITernJ `o :S 0 CO Z m O O Z 0 0 0 coan 0 0 5,4L -f NEUTRAL CALCULATION GENERAL LIGHTING = 3324 WATTS SMALL APPLIANCE/LAUNDRY = 10500 WATTS TOTAL = 13824 WATTS FIRST 3000 WATTS AT 100% = 3000 WATTS REMAINDER AT 35% = 3788 WATTS TOTAL = 6788 WATTS FREE STANDING RANGE = AT 70% 0 WATTS DRYER = AT 70% 3920 WATTS DISHWASHER = 1000 WATTS MICROWAVE OVEN = 1250 WATTS FANS 4 = 4 WATTS FURNACE MOTOR = 190 WATTS GARBAGE DISPOSAL = 690 WATTS TOTAL 13842 WATTS AMPERAGE 57.68 AMPS J a n DESCRIPTION 1 ti L. t 1 3 d 3 3 B 1 c 3 t 1 p 1 n t/ CL 0 Qr. 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Y x~'• ..--'''' 7&:' J -I. lit ! 1 lil , 0 ,!,,, „...,,,n,:fm,a, ,... a irM ,i III „.... ■;k■ 10 is qi § § 0 ;|!|s q P MAXIMUM HORIZONTAL | .-.-'-.-.. , ICOLUMN TRIBUTARY SPAN CHART 0 108 MAX COLUMN HEIGHT ■■U■■,U,■■ |1111||||| 1111111111 i,■i■■■511 ■ ■ ||!1.1 ] || a § „ | ;;;|;4;444 24 W W i w 1 mc/ 4|.ii... 4-1411.41A44 0.••• |||||... . ts Is | I;A;4;“ ; 4,X,44;/}- ;N414144k4! ||4i| 11 | § ,: \44» 4411411 k ciZt;!| • 111.e 441 1 |i4444444|2| | |1 | d ■ g 2 28 WIDE (139.04 PIF) SHEAR WALL SPAN CHART 4Ah44444 £ 4 4444 | | b k 1 b r . • ■■■■OI MAI N■a■@;#||| - ■ t| : R; | : ij . ilv.Un■t&ie4444i2| | e t .r. 2§■■" §g V. ■Ihr.a.lK2.,1014”| | . || t Magnolia Homes |: ■ | ggai,1.8.4et,sg•••••% 41 4 - 41 . ■;4i `14‘44412.��44"i | • 0 . IA .|| 2 Magnolia Homes Gering, Nebraska Manufacturing Center MANUFACTURER'S CERTIFICATION Date: B%20' dZ RE: Shop Fabricated Wood Frame Manufactured Home Model No. 1=13 - tQs4- SPL . Serial No. I hereby certify to the authority having jurisdiction that the factory -built portion of the subject dwelling (a Magnolia Homes Gering, Nebraska Manufacturing Center Product) has been, or shall be constructed in compliance with the National Manufactured Home Construction and Safety Act of 1974. Elements of the completed house, which are erected, installed or applied at the site in a conventional manner, are not covered by this certification. Magnolia Homes Gering, Nebraska Manufacturing Center , Division Manager FHA (or VA) Case Number: Mortgagor or Sponsor: Property Address: . • ., Y m- r :MPH pgs OP P744 YN eS , F Wn in Mta 5 n " 3 ! alOi u r r r• a u N 0 catN r a ti V Eris u a 616 675 e©7` r.E_/e4 ✓ GCf ' �3'_^ r, d A (9 S TT Z .1I A 14 s P n tS mCC i u N b N N 1 ' In u a N Z 33 v 1 rr R r5 V P u N O w C O DODO 1•41311 ✓ • n 2 n watt RPF y N a1non -1-117t rini is woe nu`e u n 1 S y S 9 " fifi^fi PPF ccccww,- 1. r,nnn0000 N N N N --i 9 9 'a NNNNnnnn 0 n a b C O 4 u LI re 4,1 N N j. N e - e F. e s I i N N ▪ 1 `SI an-' P 3' r 1 C c ISP c S Itee e =' ^= Z N EniMIFzR__ F O q c r� gmy reg _-a ^PF'rrppn lir g4 10 e/ , g�a�iePWai Ebj�+ i H$ r „R :+ s s aa Farm FmHA 1924-2 IRR. 2117) ❑ Propose CBrrwctlbn 0 Under Conettuction WPM - RARMIRS HSI AttilABOtl$INATWWN US. DEPARTMENT OPHOUtINO AAND tle11NIBiAN PrEb LRPMfkT•klneNAL DESCRIPTION OF MATERIALS Ara (Te be inserted 67 PHA. VA m NINA) FORM APPROVED OMR NO. elle MODULAR MODEL W/BASEMENT Roperty address City Mortimer or SiPorrdor INm.e) Contractor or Sul/der MAGNOLIA HOMES (FACTORY BUILTPORITroi, State IAddteS) PO BOX 657 982 RUNOF)TT Road GERING, NE. 69341 I. RMmbn•a0,.00Y4 r Ma. i i ilke,sPitr tbetYn111to heP tome MerElye Ineellned, 40lReeuw a Valuer PmNA bwdIIw NeellNlnoFq N the 00111104 be, 2. beplbe M meMltit end IRMINnent a M uaar M *hewn Etta, *0 d,ew1 bp Seim.sn Ito m at�etlhh,ddortitir yyt�t_. sal tenDette OP mite."PAINT y ah aier 11M1III in 41•06 tIrt TN! n g tiU10a ST wi1bH1 PEIIMITTUD aY amino attttl. 3. work not anitkYlr dtsrlMd or mown IWII IS M,amO01trLd ill* 1. EXCAVATION: Bearing rolf, type 2. FOUNDATIONS. r!sWyueif, toms the nr�itbont ln:m eeltetle MI bbe mann. Work nteedlne min'YAU,h etbuRlmFtN emoted bi ebnnart/ untw t0.H6axe awerA,ea 4 Sib iho altimeter. 'ter sours•, honk as et tnS on hems. Les N stilt 1 b,Wudidi at abnlnsY naiad:s or tque* IL IMMURE abtawW MOS It meat* at Pik tam. •, Thee wtruatSbb1 ,ell SimamnONNSN W �aaympl ln�ela MO: me mined !Me l. XIIOeM1 n et MiRmMe bbtd rmee appPWble he Minimum Foodnge, concrete mix 5 1 /2 BAGS I itrngth psi 300002.8DAYS Reinforcing SFE Pi AN RET - Slit 4B Foundation well. materiel CONCRETE 5 1/7 RAGA . .. binfim its SEE PLAN SET - MIT All Interior foundation welit material - . Patty AS1401311 Wall Columns, material and alter SEE PLAN RRT - SET 4 E,.-_, Pira dretn4sl ea wlnfoedi*t Girders•. material and ekes 2 1 12 'e. d2 LBTB. HEM-FiliAflbt mase,' tfl4'TRn WI1nDr RRF Pr AW SFT - SRT QB Buement entrance areaway - *Ind6N �tyHgRtwtityl ,9ALV, .IRON 1 AGA Waterproofing ASPHALT FfITINr1ATTnN COATTNn - y�_�� Pbe ds 41' PE*PORATICI PI.ANTtf PIPT Temente ptotectlen • OSt CYANO (PJIRNOVV PNEMYTt) klinitTt, 4.. (1X0 -Ai PRA (t-HETHYL ETNVTI BENZF,NF ACEI! Buementlens glee: ground cover - 'tPrNiMMHd& e..c•- • foundation rents Special foundations Additional information• BASEMENT Floor: WATER PRfattthn --6 LYS: POLY FIT NI 4" PQROUS FILL 2. CHIMNEYS: Material METAL Ptefibt(cated (Mole tetd tie) - NORI)YNE Floe lining: mated! METAL Heitit Rue tie *-- .5.11 '• - - Ffte1ldu flue ate Vents (material and rhe): gis at oil healer in Ger V M$TAL*-- t*Mat Remade 3 GALT MRTAT A Addition,' Infotmitlon, 41/H VENT IS T'D INTO FIIRNACA. 9RM' A OHANGRS TO 5" METAL BESTOS AT TOP OFTEF 4. FIREPLACES: Type: 0 solid furl; 0 goburning:0 dreulatot finals aid sett) • - - Ash champ and detnaot * mantel Fireplace, facing • Ilmag - - - I heatlh Addition! Infarmstion• - - ... -_ . „ „ 5. EXTERIOR WALLS: Wood Dune: wand Stade, and *pecks 286 •SDm GRAN APR..- 11 Geta* bwclus fulldhig pipet or felt W/ LAP ONLY Sheathing 24/0 A RATED I thleknus .ai9` 1 Will -48 talldltl *teed .a:`_"e c.1 0 diagonal: Siding kV DR NARDRnAFf lgtede JIt6+ Milli type,*,..•lake :--IetpMtlre/_BL—"tfatenles STAPLE. Shingle' ORGANIC • geld! C -I Atien .l the . - - I Upload* "' funning PER MFG Stucco •lhkkdwf • -s'1 lfhry«,,,3.... Maonry .meet Masonry: 0 tall,' 0 Door alis WORD/ 1Merlot surfaces: Addition! Infarmitia weight Ib SON. a.-a.,_..,,....41Atdt . - barflahb,t - faced 0 stuccoed' Mil wall tfilekAYiYssmosrr t°( WAN old ssn . .. "t ferrite► *Medd I! rlAi' STRTa. W1nddNlut�Q :; Watt- -- Buefluhing Matti/ tri/fit ask ds ... 's bon dsmpproofng; _ coat* a( .-- ,._.e,.w, ... - ,_ %. I funbtg RI Exterior pdnlingt mstedA SHERWIN-WILLIAHS - - ; number of coats 1 Gable wall eoneteucdon: #i time a mein eta fl oeke/ IM UUdtadfl .:atm TaNRR (SEE ) IL FLOOR FAAM(Nat 218 .213TE SPP 'sae weed, glade, 2nd specks 2110 .12. Dbl.; eche*RAs....Mt$ ..-, . l briding Concrete slob: la bee -ethane Roark 0 Ant Hiatt Illi EidrtadM4pettedt ti-dlfeappertblgimit reinforcing 616 - 10/10 /IPSO ' Imam fine Fill under alibi malarial GRAVEL - f llfekAetf aitte,Y Addld0nal kdennatba• CFF PLAN SET -SRT -6 1/2" STL BOL • aetberiOR EOUAL tbkkness 6M11. POLPTBTT PNF in AM arT - SRT 4B 7. SUSFLOORINOt (Otte -ride wder/SSA414,t0/ '�-tmsg jIn{ it/ "wedalr grade end vas, FIND. Oilataumay, e US: OAS' Soon Oatonal Roort baffle _•6g:`PilO'd1s$sdl HAliti. S. FINISH FLOOR(Nti: red pnAi Dori Ori , L r' _j e4..L a i 1 tI I i�%t!eR First Boor second floor Atelr floor - - 5/8" *Nee 4' 1 8'*type TAC STURD-I FIR Addldeid lnfermetleoi" EQUAL AaBYt 11 R. PINION tr , 9. PARTItiON pNAMINDI Studs wood, grade, end .r les STANDARD S -P -R alae and spacing : L4 @ 16" o . c. Other Addldond infotmatlont 10. CEILING FRAMING: Jetta. wood, grade, end specks Slit! ITI•.M 11 Oskar Bridging Additional it!(onn.dwnr IL ROOF FRAMING: platen, wooa, grade, endman 1'1U ENGINEI•ail:U ROOF Addldond lnfotmadonr GLUE LA's" RIDGE ),)'A$ 12. ROOFING: Sheethingr wood, vada, end specks 7/16" 24/16 AL'A RATED SHEATRTNG Roonrg SILINGL•S ;gradeIdse• type 3 TAB twain DBL LAYER UNDERLAYiIENT ; welgkt et thleknesP��Ik IFPTEC • ; (nteain filLE tie _ Brest -sap toeAng t SIAM of plies _t merge* metals!mummymeatial PAEFINISRED ,ALUMINUfj ,gage a weight 1.019 i['gnnl 1"11:3111" goods Additional nnlon In(oat: ROOFING UNDERLATMENT TA noun: 1:11 AT EAVES -SPF PT AN SFT SRT S 17. OUTTERS AND DOWNSPOUtSi SITE INSTALLED BY OTHERS Cutters materia Ipp or weighs t the ;shape Downspouts' materiel •gap or weight triteLice@. I number Downpours connected tot LIStomt sateen °Unitary amen C , Ci thie Splash Sloes! m.Seial and dee Additional information! - 14. LATHAN°PLASTER Lath LIwaat, °esINnpi meads t weight at thleknea - Ptieterr coati finish 0$ Dry -will gra, U ceillnut !esthete! GYPSUM ROARll-llltlnkns .6l 4it ygkgdi.Lge Pewit now ORA11GE PEEL Joint treatment OUTSIDE CORNERS. COANOSZOfe�nRRTQ'PdN•N. CO tats H 1A, TN Tnu COANPta Nn WAIT BOARD BUT Jr. ,'P_g ...;.'. TRu ,•u Root ttrms (In detail): grade end species : Jtoiid; ['spaced_" o.c. 15. ROOMS WALL PINIMN MATERIAL AND AtititAltik C3HJIIG PINISHMATBRIAL AND APPLICATION thicken GYPSUM WALLBOARD W/KRDr[a flDPI VlBNOrni runs TRRTIMR Beth GYPSUM WALLBOARD WJfNOCt.DOWN Tiltelili, r' t� BHN. W/Il flctnnun TERTIIRF Other GYPSUM WALLBOARD PAINTED. A _Tilistiso.ia. iifitNIAtttRFletonwI timrriT F ALL ROOMS SHERWIN-WILLIANS TNT,_ LATE* SHUT .•&& E , Additional Infetinidon' JOINTS ON GYPSUM' BOARD said Nish t/ AL11T'BD-Tint TN rr msec 15. INTERIOR DOOR/ AND tMIMI Doom! type PLAIN FLUSH WOOD RnT LOW CORE I nstetta PiNlit ill" HARDWOOD SRiklthieknetsl3/B" CORNERS Dom,elms type WD JANBACASIIlrpaadd PRRFSHNE , PIsaisi 4.4 Noaterld PTNF• Slee ?RFFSE • 1/R" El 1/4 Finhht doors STAINED - PREFSN - -tlRm I$HEd PinOther him prem, opt and sassail)11/2" X3/4" DOOR„STDF-, Additional Ina fondos, (USED UNLY IN TILE AREA' SJ e , _ - 17. WINDOWS: Windows: ripe STNGI.R HUNG _I make WENCO- I miaHaI Vim • sash thickness Olaur grade l/2" INSULATED t°wh well1161 bei .ten pe CALDRELL BPTR;V/TTE; heed Bashing N/A Trim! type CORNER BEAD RTgt mastW 1 /2" slatnima.y,,, Nal J,d,TU RENT -GLOSS ; number cans N/A setsteer gt type Iall CjkdtiQ LOALUHIRIM FRAMED - IMAMS b4/01, �1 . Storm seek, number N/A Emmet O(n type I htlblildt al Wien dash mesrldMESH/FIBERGLASR Basement relndowte type 1 id,add-.!...:...,,s,,..,�.,,,1 kfee% .somIn ;Storm tisk, number _ Speck/ window) Additional Infdemad an• �,,...�,,..,,„,.,.,.,r...,•- 15, ENTRANCES ANTI EXTERIOR DETAIL: GALV. STEEL W/ Mein non Joos mesrid URETHANE FM CQggeidth 361!„ el Manias 1,244 Pianist materiel WOOD -• thicknesi4- l" Other entrant* deans miatfd it ,Tit n „ ' Addek . flllkkBW lanTy4 Fame iaterial Wnnn ; ehltkneseL/t-w Heed flashing Na - Weehialdppisgl IhN Vitt. Cnkinxtinriu Igeddlet An Al 1M /sea Screen dote+ thickness "t number 5 sites daft; Amnia . -. Sentra dew(: thkkneu_"; number__ Combination sem and semen door: thleknea_."I hnmbit,---.._I PNlen tied' martial Sh LIkingedt biped. Reilinp -- ANN looses Exterior mIIweekt Beide end /peaata SELECT -R -D Wocicl ssODlitt Saint EXT. FLAT LATER • number coats' Additional SbtnnNon: . 15. CASINEt$AND 'MINION bFTA1Lr - Kitchen eabinaa, Nail untie ['�tni,add 110.01),• PARTIC.J4-@Q4* ii V.I ; lineal free e! 16ehuVARI : Bate nnitit matetal .. SAtE },HOVE _ Eta. a.. �iRaWel! width 12' - 7tdUniii�[�� z..._�:• T •IIs LAM •ejill SELF/RDD POST FORMED Back and end Npiatk POR1jICA-PST FRN ONLYFInMk'I)(Ti Xgll . ` INISHED • number east, N/A Meditise „him", make TRIANGLE y„ mode+ - 05056 Other cabinea and bn2t- BA • y - -P._ dd IIddoo M E$Mafi, ET I,9.V $T,I{H�,,,,,tJ„C' jj„ gQQyI CABINETS 0. ptAtfl INTem edan; SEE PLAN SET, Sp 2 - STAIR TREADS ALTERS STII'IRM HANDRAIL MLOSTtRS blattiliteY thlritaas tk �,."_ MINS Thickness MsrtrW Thickness basemen Mein Attic m.•ppeenngt mete ens 1110041 nemeer eaaer..,,el hd„nadon• SEE PLAN SET - SHT 9 r-ite rote :nee. ilei; 21. lEECIAL FLOORS AND WAINSCOT; (Describe carpet as listed In Camilleri Products Directory.) ' i .99 Loudon Maiedd, Calor, Bardet, glees, Cage, Etc. Threshold MatetW Wall Base MatetkI Underfloor M.tetki Kitchen BERBER CARPET 1fln% RVLnu ALUMMNUN WOOD SER TTPle A7 Bath BERBER CARPET 100% NYLON S5 WHITE Lavatory SEE ITEM 8l ULILITY ALT 14 x 12 TILE ALT 12 X 12 TTTE AI1IMTNYR4 WOOD RF..P TTF24 87 SEE ITEM 87 OTHER BATH CRANE $-645/1-655 ppp Location Border, Cap, Sim, Ger. Etc. Material, Color, Baew Height I lrigln Over Tub Ildght mFl o (Eton Floorr) Bath WRTTF. BATH LASCO 2601 a r M, Stall showerA BATH LASCO 148180. 1lhlC. 1601SG 16"AR"660" WHIT Laundry trays UTILITY NUSTEE UTILITUB #17x Bathroom aceessorIee: I]Reeeoed; material • number _• 0Attsd.ed: outer)& • number Additional Informedon• INCLUDES 1 -TT smut HOLDER I -TOWRI RING 1-MFDTCTNK CARTNFT EACH BATH 22. PLUMBING ONE SHOWER CURTAIN ROD OR SAFETY -GLAZED DOOR PER BATH W1SHWR Fkture Numbs Loudon Make Mb onetime ldeutintaltbn No. ane Color Sink KITCHEN REPUBLIC BT2S22-4 32"XI R"441 S5 WHITE Lavatory BATH CRANE 1-3 L9 17"x9D" WHITE Water closet BATH CRANE $-645/1-655 WHITE Bathtub Shower over tub A BATH RRTTRR BATH 1nen1 60" Y i0" WRTTF. BATH LASCO 2601 a r M, Stall showerA BATH LASCO 148180. 1lhlC. 1601SG 16"AR"660" WHIT Laundry trays UTILITY NUSTEE UTILITUB #17x 1R"x24" FIBERCI.A GARDEN TUB BATH BETTER BATH 4060 60"147" WRTTP ROMAN TUB BATH BETTER RATH 6400 60"K47" WHTTF BAR SINK FMMTyy RM NUSTE'S MODFy at 15"Xi'i" SS S Afi urtaln rod da [Moor ❑Show r pan: material • MOLDED FTAERGI ASS Water supply: 0 public; ° community t atem ; 0 lhdlvldual (privet!) system* Sewage disposal: 0pbblin El community system;°Individual (}iti.ltd) System.* *Show and describe individual system in omplete detail in se hlete drewtHgs and verifications according to requirements. House drain (inside): 0 can iron; 0 tile; °aeller 'iS/DWV i LA tine keret (outside): 0 cast iron; ° tile; 0 other Water piping: 0galvanised steel; 0 copper tubing; 0 other COPPER Sill tock., nomber ANTI -SIPHON Domestic water heater: type STORAGR • make and model A 0 SNLT$ • heeding capacity MThRECOVERY grit 100° rise. Storage tank: material GLAM.WWII5TPR1 • capacityVARIES gallons, Cas eeeeice: 0 utility company; 01iq. pet. gas; 0 other GIs piping: 0 cooking; 0 Louse (beating Footing drains connected to: °storm atwert °sanitary sewer; °dry *ell, Sump pump; mike and model • capacity • dilehdtgee Into 23. HEATING 0 )lot water. 0 Steam. 0 Vapor. 0 One pipe system. 0 Two.pipe ryttern. 0 Radiators. 0 Convectors. 0 Baseboard radiation. Make and model Radint panel: 0 float: ° wall; 0 ceiling. Panel cal orated& 0 Circulator. 0 Return pump. Make and model • capacity Spm Boiler: make end model -- ODtput Btuh.; net rating BtuL. Additional Information: Warne sir: 0 Gravity. 10 Potted. Type of system DUCTED $ Alh'PLT SYSTE$ Duct material: supply ALUMINIUM •return 30 GAL GALV-, Ihduladbl, - • thickness 0.422-00utaide air intake. Furnace: make end model NORDYNE - - - hepet VARIES Btuh.; output VARIES. Rtuh Additional information• . 0 Space h 0 floor inmate; 0 wall heater. input - gree.) obeput Btu IL: number unite Make, model Additional hifetlnlHon• Controls: nuke and types Additional Information. (OPT) FURNANCE AND WATER. $tATEIL.TO-_RA SITE -INSTALLED IN RASFMPNTRY OTHFRS Fuel: ❑Coal; Doll: Ogee; °Bq pet. gas; 0 deetritl °other - -- . • storage capacity Additional Information, Fling equipment furnished sepaetely: 0Cn burner, tbh.elMn type. [)*)akar hopper feed (3 bin yard 0 Oil burner: CI pressure eternising; 0 vaporizing Make and model - Control Additional lnforrnalon• - Electricireitingsystem: type OPT. N tripoy,ASEA watts 5240 _ .bits; outputVARIFS Stub. Additional lo(or♦natlon• OPT, ELECT. BASEBOARD, ad Brp,D, rACIDIC (AOC SERIES) $I ED I1j 4CCOPDANCE Ventilating equipment: attic fan, make and model - ,,, ,:.� -. - ,sap/ rT 'LOSS dm kitchen erhabat fan, melte and model -�er14B-1ANqEqo0D (DUCTED TO EAT.) (PR -R4214) Other hexing. ventilating, of cooling equipment _BATNROOMC_8 1- $I('tLTJ1E/CONBO LIGHT & VENT FAN _<, ..,; MODEL.. V 262 & V2244 24. ELECTRIC WIRING! Service: 0overhead; Elundergrnund.Panel: 0fuse boa;JjeBfuitbreaker I makeBRYAWT Amp., 240 No. dreulbVARIES WITlrg: °conduit: Clammed cable; Dl nanmetelhe Shim ll knob In�dwa!"b.tlas; bather ALL WTRTNe TR FnPFEN Special outlets: Orange; tinter heater; d ()fMet nuR,..e2Etwo, , b Q. BRKR PROTECTING (•JRCIITTS AS NOTFD °Doorbell. ❑Chimes. Push-button locations_ - - .. Addttlbnal Ih(orm.Non• FIRER SHORE Al ARM W/ • - BATTERY RACK-11P•A40 25. LIGHTING FIXTURES! Total number of fixtures Total allowance fed flktuaei, typical ihetallatibn I Nontypkal )ndfaliation _ A4,1414101 infntrnarin -..rat n,1, 1 rn... 771,-1 It INSULATION: Location T"Idnc4 Maerlsl, Ty pe, and Method a( IieuBaton Vapor garner Roor Veiling 9 1/2" Cellulose Stab -MOM TnanlnHAn S9rav-Oa Will 5 1/2" Fiberglass Paperback Batt (R-191 KRAFT PAPER Plow 3 1/2" FiberRlaap Rolled R-11 OPTIONAL (STT1 Is To Tnaulnt CravlSoara Walla R -II P, MISCELLANEOUS: f(escribe any mato dwelling meted/Is, equipment, dr construction items not shown elsewhere, or use to provide additional information when the space provided Was inadequate. Al1WYs referened by Item number to correspond to numbering used on this lona 1 HARDWARE: (make, material, nod Anish.) EXT DOORS KWIASET LOCKSFT-1111 BRASS RIITTS-STANT Iry 41(4" US 4 BRASS. PASSAGE DOOR• DECORITE PRIVACY LATCH -rig -3 RRARS4 BUTTS -STANLEY 1 1/p7"p r 1 117" If 4 ERS CLOSET DOORS• DECOR YF T sTrg ng 3 BRess RU'T'S-RTANr EY 3 1)2" I 1 iiaa'sUputi q$65.1 PAR• ANTI OBEs SPECIAL EQUIPMENT: (State material or mak#, modal aid gUthtily. Include only equipment eh; applfeinces which are accept. able by local law, custom and applicable FHA standee*. Do hat /HESU&'I items Which, by established COMM, are supplied 6v occupant and ',moved when he vacates premises or changes pr6Aib/Nd by law fWm becoming realty) COOKING: 30" FREE-STANDING RANGfi STT GAS iiANGii - STh GE -J13503 Or BUILT IN COOKTOP JGL62b OR BUILT IH OVEN JGRPI1Ww I 1 e-;: s: OPT DISHWASHER; F' GF -GRP -S101 IIPT DISPOSAT • BADGFR1 INSINRERATOR. ... OPT MTCROWAVF..• IVM 11.11 PORCHES: TERRACES: GARAGES: WALKS AND DRIVEWAYS: Driveway• width, : base materiel : Ddeknila:u.._"Iintfaeing materiel • thick nes, Front walk: width. ' muedel • thicknelh '.-."", Boalet Wail! width 'Material : thlcknen S tem: materiel • treads .. ill Hall; -" Cheek wills ue OTHER ONSITE IMPROVEMENTS: (Specify d swede, mete tmptdWleenh awe ditcdhid eWwpeb, heladMl Minas Well u abasedpwuny, drahga arsenate, rstdtnts' want, fence, redtngs, and actuarial -ileums.) LANDSCAPING, PLANTING, AND PINISH OAAbINdt Topsoil "thkke°Ilona seed: Oddi radii Li tier yard tb--- - . feet behind meld building. Lawns (seeded, sodded, o sprigged)! 0 front yard - .w tlaldl yetde •• - i Otear yard • Planting: 0 n epeelftd and Mown on dnwingel CI ii felibwir Shade trees, deciduous, _" caliper- . Etergretn Vets. ' to ' B W B. Low flowering trees, deciduous, _ to ._ J _ .. Etetgretn ahmbs. ' to ' See B. High -growing shrubs, deciduous, ' to ._' Pinta, 2 -Tear Medium -growing shrubs, deciduous,_. to _„' Low -growing shrubs, deciduous, _ to _j - - IDENTIFICATION. -The exhibit shall be Identified by the ilkiikure of the builder, or eponym:, endlor the proposed mottgegor If the letter le known st the time of spplicatloh. - Date Signahlrs Sljnatbte • No 15509 Job Addr ss 7 1 ` rC �. Owner i P» 1 utn» -— stMnair DUILDINO Assessor's Parcel No RI RS- NI a -(1)- Date r n -Date _ - z% C.,, RMIT CARD y Setbacks:ront ar Ca'n\l+Qr4 S� L6/ -C -1-t3 Soils Test Footing Foundation Grout Underground Plumbing Rough Plumbing Framing Insulation Roofing Drywall g+T7fa 1.� Gas Piping AddressW-Rectikn - .` 1 • hone # 99 -St i 112 - Address Phone # qqS - 7Y7Z Zoning 14-0 _e 110�gqH LH Y2j INSPEgTIONS NOTES Weatherproofing Mechanical Electrical Rough (State) Electrical Final (State) Finals' I7-omir7i/Checklist Completed? — Certificate Occupancy # 53Yf Date S/ r 7 f Septic System # Date Final Other (continue on back) BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issue da. 7'.) 4 Zoned Area Permit No 9 ten 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 CAntut ti S/Ptisaaws.` h Address Legal Description ra `'f a �l Owner I�rMale enkStrasContractor Cialhat This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing Driveway Foundation Underground Plumbing Insulation Rough Plumbing Drywall j_/_,4„10— Chimney & Vent Electric Final (by State Inspector) a n t Gas Piping Final J .i, u _l 7 Electric Rough (By State Inspector) Septic Final Framing Notes: (To include Roof in place and Windows and Doors installed). AP 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 APPROVEDDO NOT DESTROY THIS CARD 0at By