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HomeMy WebLinkAboutApplication- PermitNo. 5906 GARFIELD WUNTP SAN)7i17ION and PLA NN[NG IIEI'AR 7i14ENT 109 Atli Street Suite 303 Glenwood Springs, Colorado 8164)1 (303) 945-X212 (6i1t rktetsif Sub Addres 0828 County Road 165. Carbondale Nntumof Wnrk Building hermit Useonluudinti_ Storage #2 owner Bob Nieslanik Contractor Scott Nieslanik Arnm,mtof I'crmlt 3 185.21 Permit: 112.25 Plan . 72.96 Paid $72.96 4-25-96 uaic May 21,_1296 S. Archuleta Clerk Nles/anik Cabin 42 BUILDING PERMIT APPLICATION GARFIELD COUNTY, COLORADO Applicant to corn fete numbered spaces only. ERMIT NO. S9C,4 PARCEUSCHED NO. JOB ADDRESS o S/a g j' C �gsEcrieni ,--+"-`_U 37 ADDRESS ADDRESS /6 (' c.e SUBDIVISION 0728 RO us CDALE DS(0 Rd as' C)oA(E PH:?e3-2935 PH.9G3-//3/ f WI(PH LICENSE NO. 1 LEGAL DESCR. LOT NO, q �L) OCK G 'Z OWNER 805 N/ESLA#//g CONTRACTOR S(OTT JD/ANE' N/6f[ANIK 3 4 ARCHITECT OR DESIGNER ADDRESS PH. LICENSE NO. 5 ENGINEER ADDRESS PFI. LICENSE NO, 6 S.F OF BUILDING 3 3 10 S.F OF LOT HEIGHT NO. OF FLOORS 7 USE OF BUILDINGT cs )� oREPAIR .,14 MOVE CREMOVE IQ 4 2 `P 8 CIA SS OF : oNEW 9ADDITION oALTERATION J� 9 DESCRIBE WORK: N _ R V_-..__ . - �yy wntf 10 GARAGE SINGLE DOUBLECARPORT SINGLE DOUBLE DRIVEWAY PERMIT ON SITE SEWAGE DISPOSAL PERMIT SITE PLAN 11 5 40 VALUATION OF WORK :$ 'Da ADJUSTED VAL.S PLAN CHECK FEE 702.ye, SCI -TOOL IMPACT FEE NO. OF BUILDINGS PARCEL PERMIT FEELi. ON + -'2r" USE/ OF BUILDINGS PARCEL NOW ON SPECIAL CONDITIONS: TOTAL FEE/ 9ja i OCC, GR. CONST. TYPE NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK 15 SUSPENDED OR ABANDONED FOR A PERKJD OF 180 DAYS AT ANY TIME AFTER COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANO ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE LOCAL LAW REGULATING CONSTFJICTION OR THE PERFORMANCE CO S UC ON yJ' /y , ,� y�, n M1 /W�"', .-I I 9L WATER SUPPLY DATE PERMIT ISSUED �r:1=2,-91, HEATING, SPECIAL APPROVALS REQUIRED RECEIVED Nor REQUIRED IS ZONING J Y WORK 15 KNOW HEALTH DEPT. FIRE DEPT. TO GIVE SOIL REPORT OR OF SETBACKS FLOOD HAZARD �J! Signature of r, Contractor or out/ ized agen5 g ,g.G 'rr 7 r / J �(Y'(Planning e: toad otice - bove. /17 % MANUF. HOME ��(//�1 ing Department Approve/dole Departmen AlOi . ldde . ////// 11 - OTHER AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garlorm.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL Pr' '75/5;73- c/ -3a--96, Mes/anik Cabin 2 GARFIELD COUNTY BUILDING AND PLANNING MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION MANUFACTURED HOMES 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. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The 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 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. If you do not, it may be helpful to obtain a book titled "Dwelling construction under the Uniform Building Code. This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following check list prior to and during design. Applicants are required to indicate appropriately and to submit completed check list at time of application for a permit: 1 1. Is a site plan included that indicates the distance of the proposed building or addition to property lines, other buildings, set back easements and utility easements? Yes \ No ,,) Not necessary for this project (2) Does the site plan include the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties) , streams or water courses? Yes v No n) Not necessary for this project (2) 3. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes \i No (1) Not necessary for this project (2) 4. 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 v No (1) Not necessary for this project m 5. 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 (1) Not necessary for this project (2) Do the plans indicate the size an location of ventilation openings for the attic, roof joist spaces and soffits? Yes No (1) Not necessary for this project (2) 7. Do the plans include design loads as required under the Uniform Building code for roof snow loads, (a minimum of 40 pounds per square foot in Garfield County) floor loads and wind loads? Yes \, No (1) Not necessary for this project (2) 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? Yes \ No (1) Not necessary for this project (2) 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes N No („ Not necessary for this project (2) 10. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes \., No (1) Not necessary for this project (2) 2 11. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing grade contours? Yes "- No (1) Not necessary for this project (2) 12. 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 (1) Not necessary for this project (2) 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes \ No (1) Not necessary for this project (2) 14. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes No (1) Not necessary for this project (2) 15. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes \. No (1) Not necessary for this project (2) 16. 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 (2) 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes ' No (1) Not necessary for this project (2) 18 Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from that association, if required by that association, prior to submitting an application for a building permit? Yes \. No (1) Not necessary for this project (2) 19. Will this be the only residential structure on the parcel? Yes - No If No -Explain 3 20. Have two (2) complete sets of constructions drawings been submitted with the application? Yes \ No n) Not necessary for this project (2) 21. Is this an application for the placement of a manufactured home? Yes No N If yes, have you specified the size of the unit (min. 20ft x 20ft); live roof load (min.40#); wind design (min. wind speed of 80 mph & 15 Ib. wind load); foundation design; method of anchoring? Yes No (1) Not necessary for this project N (2) 22. Have you designed or had this plan designed while considering building and other construction code requirements? Yes \i No (3) 23. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield Building Department? Yes \' No (3) 24. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes \' No (3) 25. 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 "School impact" or "Septic system " fees required, at the time you pick up your building permit? Yes " No (3) 26. Are you aware that twenty four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 5:00 p.m. the day before . Failure to give 24 hour notice for inspections will delay your inspection one (1) day. Yes No 27. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes V No (3) 4 28. Are you aware that the person signing the Permit Application whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, signing the application is the party responsible for the project complying with the Uniform Codes". Yes Ni No (3) I hereby acknowledge that I have read, understand and answered these questions accurately to the best of my ability. signature date caNTA[r: feerr ? D/ANE NteitAN/K Phone: 9c3-//3/ (days); 963-1/3/ (evenings) Project Name: A/MICANIN CAB/N! / 1 2 Project Address: Notes: (1) If you have 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. (2) If you have answered "Nd 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: (3) 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. PerApp02.95 Effective August 15, 1995 5 SC_ EE : = 1_oar N l W -SCK__.VIEW WO" C ) ( () l L) r •� 2' 101111 V- 5" ►, WINDetds 3=2" x 3'-0"H " WwNoow V -2 "x 11/-1** II 3'- 3 10'' 24'-0" ( • ) FRO,TEC T I ICSLA N1RT49i.ki.SIE TI 2 _OIANE AtiEsbewm LOCIITIOW 308 APE SMN1K PRoPEK TY LW" 3-Ecrioni 39 _DWTE APRIL 25, /996 HEWa-DVS XX.C. Bt )-_.-;• • --,?;:171.`,OETT 11;0'.1.14E PLAPiti. sn-E of 51CAEU. = I FOOT NA614 _SHOWN . ON _ LEFT SME VIEW 18MVERHAN "-3-1 R1_19-H-STE-V I EIA/ 81-0" 13/-01( 1 7-7-77-0-N VELLE LAILOLI_. G ■ 3 �F W NIESLANIKSABINS ''FI 3 *2 SCOTT AND D/AME_NJESLAI JA LO(ATLON: RR NIESLANIK PROPERTY LOT 2 SEC710JV 31/ _DATE: _APRIL 25,996 PRDLECI-_NIESLANIILCA&INS *I. 3 ". SCOL? AND__D1ANE_ AIJE.SLANIK L OCA IIQN.:_BOB_ NIESL AN_IK__PRO PERIY 107 2 ,SECTION 311 DATE APRIL 25, 1996_ 2x8 TR7T3 RIM JOIST T.O.W. qq'-2% " 8" CMU (5 COURSES W/ #4 4) 32" O.G. VERTICAL AND CONT BOND BEAN CONT 2x8 COMPANION JOISTS (BLK OR X -BRACE M!DSPAN) EXIST I" FLOOR HOARDS EXIST 2x6 R.S. 24" O.G. 2x6 TRTD SILL E h" P A.B. at 45" O.G. #4 DIALS @ 32" O.G. 124" 6" AL T.O.F. c15, --10W4" PE! AIL al" = I' -O 8 "xl6" FTG W/ 2-#5 3" &LR 24'-8" B" CMU WALL (5 COURSES) TYP endo" FTG NP T.O.F. R5-104" 49'-24" FLOOR FRAMING PLAN = P -O" NIESLANIK CABINS COUNTY, CO 9 CD DRAFTER. JJR PROJ. ENG. JJR CHECKED. RMP DATES 4/29/96 PROJECT NO. 96018 F I z O Q O100'-O" V m cm EXIST 2xb JOISTS ® 24 O.G. I T.O.PLYWDJ, 1 1 I NP T.O.F. R5-104" 49'-24" FLOOR FRAMING PLAN = P -O" NIESLANIK CABINS COUNTY, CO 9 CD DRAFTER. JJR PROJ. ENG. JJR CHECKED. RMP DATES 4/29/96 PROJECT NO. 96018 GENERAL STRUCTURAL NOTES GENERAL 1. Design S based on the Igg4 edition of the Uniform Building Code. Design Loads: Roof (snow): 40 PBF LL + 10 PSF DL Floors. 40 PSF LL + 10 P5F DL Wlnd:.,..Per Chapter Ib, Division 2: Exposure 5, 80 MPH Basic Wlnd Speed 2. The Contractor shall be responsible for the temporary shoring and tracing of all systems. 3. The Contractor shall confirm dimensions and elevations shown with architectural drawings; notify Engineer immediately of discrepancies. 4. Notify Engineer if any openings ore to be cut In structural systems for mechanical or electrical Items. FOUNDATIONS I. Foundation Design Is bosed on assumed soil properties as Follows: MaxMvm Bearing capacity = 2,500 PSF. Soils are presumed non -expansive, non -soluble, and not prone to excessive consofdation. Specific soil properties shall be verified by the Solis Engineer upon excavation and prior to footing placement. 2. All footings are to bear on undisturbed natural bearing materials or compacted structural fill. Compactfve effort for structural fill shall be M accordance with Solis Engineer's recommendations. Bearing soils (natural and compacted) shall be Inspected and approved by Soils Engineer prior to placement of footings. CONCRETE AND REINFORCING STEEL 1. All concrete shall attain 3,000 P51 compressive strength within 28 days. Use Type 11 cement with 4% air entrainment. Concrete aggregate shall be normal weight (stone). 2. Perform all cast -In-place concrete work h accordance with "Specifications For Structural concrete For Buildings," ACI 301-84, unless noted otherwise. Pro- vide cold or hot weather protection per ACI 305 4 306. 3. Reinforcing steel shall conform to ASTM A6I5. #4 and smaller - Grade 40 *5 and larger - Grade 60 4. Horizontal reinforcing steel shalt be made continuous by lapping bars minimum 32 diameters at all splices and providing corner dowels. Fabrication and instal- lation of reinforcing steel shall conform to ACI 315. 5. Provide accessories necessary to properly support reinforcing at positions shown on plans. b. Bars shoran as hooked on the documents shall have "standard hooks" as defined In Chapter 7 of ACI 318 unless noted otherwise. TIMBER AND WOOD PRODUCTS 1. Ail timber construction (light 4 heavy) shall conform to American institute of Timber Construction (AITC) and National Design Specification 04P5) standards. 2. Structural framing lumber shall be Hem Fir, with the following minimum grades: Plates and Studs: #2 Joists and Rafters: #2 Beans, Posts and Timbers: #1 3. All sill plates in contact with concrete or masonry foundations shall be Foundation Grade Redwood or Pressure -treated Hem-FIr *2 or better, designated for 'Above Ground" usage as defined by the American Mood Preserver's Institute. REINFORCED UNIT MASONRY L Masonry unit design, manufacture aid Install shall conform to standards set by the Has Institute of America. 2. Assembled mosonry to develop 1,500 P51 compressive strength (FhW in 28 days. inspection not required. 3. Concrete masonry units shall conform to A Grade ?C Type I, lightweight block. 4. Mortar shall be Type 'N' or '5'. Mork,- 1,500 ortar1,500 P51 compressive strength within 28 5. Grout shall attain 2,000 P51 compressive within 28 days. b. Reinforce all corners and Jambs with min vertical, hill height, unless otherwise note 7. Provide continuous horizontal ladder tore reinforcing e 16", unless otherwise noted. minimum 01'. 8. Grout all reinforced cells and bond team! Grout all cells below grade solid. REMOVE EXI ROOFS, TIT Fri EXIST 53S ter( LO6 BR6 WALLS atron onry dltrmate 'eaal ISTM 090, fl attain days. um 1-#4 Dur -O -Nall Lap joints s sorra. r :aT SHED 3:12 PROVIDE±16d NAILS OR 2-J"m. THRU BOLTS (RAFTERS TO CL i ..15TS) I \/ I I 3:12 I L J ROOF FRAMING FLAN 0 0 z z 0 9 DRAFTER. JJR PROJ. ENG. JJR CHECKED. RMP DATES 4/29/96 PROJECT NO. 96018 SHEET p&I,, OF: 2 ITT EXIST 2x4 GL6 J5T5 @ 24" O.G. EXIST 2x4 RAFTERS @ 24" O.G. L812 ;1 1. ++ 1 , I� ---_ J o.. 8:12 r r sii I \/ I I 3:12 I L J ROOF FRAMING FLAN 0 0 z z 0 9 DRAFTER. JJR PROJ. ENG. JJR CHECKED. RMP DATES 4/29/96 PROJECT NO. 96018 SHEET p&I,, OF: 2