The URL can be used to link to this page

Home My WebLink AboutPERMIT 1635 Avalon Dr Single Family Dwelling 1999-03-31E C NAME ,t57,1? ./e.7.4ra ,4 Name E T ADDRESS R. 7.; TOWN LICENSE NO, PC L 0 U N M T a R. NAME „ ..ouv < ADDRESS Address P9 „, BUILDING ADDRESS 3 TOWN OF ESTES PAR Building Department ul A V A r' 1i • IT K 6527 Date .., Legal Description (2 e9r .e5 / 7.,s733 7”: 1640916, 3 4,8 0 PID 0 N E R NAME /1 of A, 14, 011 oe/c/ 4"764/ e MAILING ADDRESS PHONE NUMBER 36 23 3 .),3 0,4 373337 3"" S 41( Valuation Building Permit 44 „ 3 3 & Plan Review k4kIlf Cc? Other fit Certificate of occiupanc Total y 0 0 ;?. I B U NAME i^e tI9 o' ,'V"' a. 0 40 1 „,"1 k'''' new .Z,'iv pienx 717,0<, ,,L77''' L '35e 3 ADDRESS c., „kr 0,67 675576 51,-56 . 41',7 , 7177 rit E 9 PHONE NUMBER TOWN LICENSE NO. Arch(Designerjrigineer zo„ „r„ cs L./iv G re De_ Phone Number ZONING INFORMATION r TOWN LICENSE NO Typo of Construction I FR, III FR, II 1-Hr,, Zoning District , 011 BUREAU OF THE CENSUS ITEM # Front Yard Setback 2 .Skr."r- ,516.1z : II N, 11 1-Hr., 111 N, IV HT, y,,,„ 1-Hr., V-N 1 Occupancy Group A, E, F, H, i M, S, U Divi1ln 1, 2, 2.1, 4 6, 7 Side Yard Setback /oft 0/ 56 4 ey Rear Yard Setback CLASS OF WORK New Demolish FLOOD PLAN CHECK Approved Disapproved Alteration Repair Comments Flood Zone: .„ Addition Remove Use of Building Floor Area Basement Ist 2nd 3 3 4, Garage(Z „. By Date 3— 0 3,3,1.3 Size of Building Z Height 2 1 Maximum Occupancy Number of Families 65.33"" Number of Baths Full Size of Lots Number of Floors ..„„ Number of Buildings No. Bedrooms -0i Now on Lot I hereby acknowledge that I have read this application and state that the above is correct and agree to compt „with all Town Ordinances and State Laws, reg41a11n9 building cQnsption and zoning. „ Permittee By „ ,7 3,37'33.37 337. -- Use of Buildings 'Now on Lot By Building Inspector The Building Department will make every effort to prevent errors in Certificate of Occupancy Number 2 / 569 it-27-2K —1,)-g your application and permit, but cannot be responsible for your failure (ppv. ,••_,...isp igii 7-/G-9? .: oo: cl .0 to comply with all Building, Zoning and other applicable codes. tiVH11F NR 0 (-)+At in DoNci [)EPARTMENT PINK CUSTOMER Se. TOWN F ESTES PARK B,4ING DEPART, mud -ter" CERTIFICATE OF OCCUPANCY This is is to certify that the Use: Single Family Detached Dwelling Owner: Rainbow Lake Investment, LLC ERECTED On Lot No. 1 (Amended Plat of Lot 13) Block No. Addition South St. Vrain Addition Building Address 1635 Avalon Drive Owner Mailing Address P.O. Box 728, Estes Park, CO 80517 Designer L. F. Garlinghouse Co. Inc. Contractor Rainbow Lake Investment, LLC Building Permit No, 6527 Type Construction V-N Occ. Gr. _R-3 Zoning R-M has been inspected and the following occupancy thereof is hereby authorized: Basement 1Floor 2" Floor Occupancies R-3 R-3 Maximum Allowable Floor Loads, Lbs. Per Sq. Ft. N/A 40 40 //- 7- ZX Date, Buiing Inspector • Z (Tourarien:Jat: .113ost in a cffitspieuftmti,;., http://www.estesnet.com (970) 586-5331 • RO. BOX 1200 • 170 MAC GREGOR AVENUE • ESTES PARK, CO 80517 • FAX (970) 586-0249 CONTRACTOR/SUBCONTRACTOR BUSINESS LICENSE AFFIDAVIT3-97 t Dplicant usiness Name: ailing Address: hone Number: ddress of Project: ype of Project: 5 7 7 C, CT) 11-‘ lease list the required information for all contractors/subcontractors, who performec fork/services for the above project. C F CA- YVI„ C , c e; ft Infl s • • x 3 _ cs; r P o c.) x -7 / ‘? 5 P( Lic 6, 0, s s_) Yv V3 3' 7L-n C" C V \, j ,?_.t._.:11cj r • 0 i 7 \2 cz. c" • 0 c, r r?.>r 1, .x\c-74) e 73 0 7,"5 7 / _) C c7: ) cf I certify that this Affidavit represents a complete list of contractors/subcontractors wh provided work/services on the project described above, and 1 understand that Fir.& Inspection or Certificate of Occupancy will not be issued until all contractors subcontractors listed above hay, acquired a cu own of Estes Park Business Licenss Applicant's Signature: ETURN COMPLETED FORM TO: TOWN CLERK'S OFFICE, TOWN OF ESTES PARK, P.O. BOX 1200, ESTES PARK, CO 80517 Date: 4/ Date --(-77 Initialed by: Town Clerk: Date: L&L Building Official: bef.d („0 H-LICE OP BUILDING PERMIT APPLICATION' FOR NEW CONSTRUCTION OR REMODEL cotoincr Picase caarribleto LareLL above. rod lino Luld subunit Lo Buikfinag OfficiLd. OWNER x, L. -4- foLut.,r, p Mailing Address T-;" c,y•ve ONE DATE c Ai P P1424:: C 50 '7 ..:, -5, (411aLS.L.,' BUILDING ADDRESS/JOB SITE ki Cc, *6 t'L, (c)v,o,)ezt-1....00kA , „ 4,1 Lot r Block Sub (;) te rbtecit- l'', s ,, Isv% ) Parcel # .k.. _ ) GENERAL CONTRACTOR RiLr Lit. t PHONE 5 7 7 Mailing Address T- 2'-`77-€3) DESCRIPTION OF WORK Ca L.) CT t4- ct-f -4--S"rY2tycr, tto 2 Cella- ' Clo TOWN LICENSE # 1 *6 z,E3 p. t i VALUATION: BUILDING HEIGHT 1(..5, OVERALL SQUARE FOOTAGE t3Z4e SF (Basement 0 1 Floor 013 , 2Floor ,5 .) PUBLIC WORKS DEPARTMENT ENGINEERING/Right-of:Way Permit p AMOUNT DUE ok(-- Approved AMOUNT DUE(11' Remarks s- c5-- WATER DEPARTMENT 2. LIGHT & POWER DEPARTMENT Remarks j'/ LLL, FeEL, -1_ Approved COMMUNITY DEVELOPMENT DEPT. Approved 1 AMOUNT DUE I qe,:), AMOUNT DUE Zi Remarks Approved TOTAL DUE 3 L40 s DATE In Out 4. TOWN CLERK Prior to the issuance o f any Final Inspection or Certificate of Occupancy: ( I) the owner or general contractor shall provide the Town with an affidavit listing all contractors who provided labor for construction, repair, and/or remodeling, and (2) all contractors listed on this Affidavit shall obtain a Business License, BUILDING i'ERMIT APPLICATION FOR NEW CONSTRUCTION OR REMODEL 11,Ni tirw and ,,dlihrridt. Building atler obtaining applicable sig.natun,:d,;, OWNER t\Pil tit bC.4...t.). U:4,--t• L7 PHONE 5,77,7- is 5 3 DATE BUILDING ADDRESS/JOB SITE L(40557 MCV't 1E-5 ik-s5 (14116-*'-- CO (50--C Mailing Address 72) Z rg, pc0A-- Lot Block Sub crk-, €4..cit4e. /3, 5141/ 4-1 Parcel "1")Pert GENERAL CONTRACTOR R-o4 00-42, PHONE c:,), 77- Mailing Address 72153 / DESCRIPTION OF WORK (:)4'C'et:14. k.A2)13-1-4 &rtft-ttkP ALUATION: _ Si TOWN LICENSE UPPER THOMPSON (2220 Mali Road) OR ESTES-PARK-SANIT "TIONDISTRICT-386- erside- rive Remarks 1 /.0.,A 1,103A 11-141d Approved 6. COUNTY HEALTH DEPARTMENT Remarks Approved (Building Tornis\lapplica.res,wpd \Septemb.er 28. I 998') Page 2 T S Building Inspection Zoning Administration TO JOB ADDRESS BUILDING PERMIT NO I HAVE THIS DAY INSPECTED THIS STRUCTURE AND THESE PREMISES AND HAVE FOUND THE FOLLOWING VIOLATIONS OF THE TOWN OF ESTES PARK MUNICIPAL CODE. to /ft-A/2+ZZ- 6--71-te st-rD Uc, ./ro7- /2n7 .5"7.7n6-5 /y, aZ, C-1//1/ AZ7 CORRECTIONS MUST BE MADE BEFORE APPROVAL WHEN CORRECTIONS HAVE BEEN MADE, CALL FOR REINSPECTION, 586-5331 EXT. 3402 INSPECTOR DATE ‘-----Z/-g DO NOT RE OVE THIS TAG TOWN OP ESTES PARK Building Inspection Zoning Administration CORRECTION NOTICE f1 02,y -k- /or 0.<20 TO *1-/Atec2e--/ ZA7<zf' JOB ADDRESS E -5 BUILDING PERMIT NO I HAVE THIS DAY INSPECTED THIS STRUCTURE AND THESE PREMISES AND HAVE FOUND THE FOLLOWING VIOLATIONS OF THE TOWN OF ESTES ARK MUNICIPAL CODE. 3 v /kris fi 37 .66CK .?o 6-ire s')g /14.7 7- co-7,1/6Z .77- fi!C-k 5c-44i/ CORRECTIONS MUST BE MADE BEFORE APPROVAL WHEN CORRECTIONS HAVE BEEN MADE, CALL FOR REINSPECTION, 586-5331 EXT 3402 INSPECTOR DATE 7.-/ -9F 00 NOT REMOVE THIS TAG CONTRACTOR/SUBCONTRACTOR BUSINESS LICENSE AFFIDAVIT 3 - 9 7 Applicant. Name: Business Name: Mailing Address: Phone Number: ) ) Address of Project: Type of Project: Please list the required information for all contractors/subcontractors, who performe=, work/services for the above project. e) v" 66'6, 66. I certify that this Affidavit represents a complete list of contractors/subcontractonswt provided work/services on the project described above, and I understand that Fina Inspection or Certificate of Occupancy will not be issued until all contractors subcontractors listed above have acquired a cu Tit own of Estes Park Business License Applicant's Signature:, -- RETURN COMPLETED FORM TO: TOWN CLERK'S OFFICE, TOWN OF ESTES PARK, P.O. BOX 1200, ESTES PARK, CO 80517 ( Initialed by: Town Clerk: Date: ifil Building Official: Datelfq 0 V P U Date: Coxtct us - ete ddrE To assist you in completing the required Affidavit, please find below a synopsis of two Municipal Codes relating to the Town of Estes Park Business License requirement for Building Contractors. If you have questions, pleasecall the Town Clerk's Office at 586-5331, x3102 or x3103. There is imposed a business license fee for within the Town, whose primary business is appurtenances, including but not limited to: Acoustical Air Conditioning Cabinets/Cabinet Makers Carpenter Caulking Ceiling Concrete Counter Tops Custom Window Demolition Designer Drilling/Boring. Drywall engaging in any business, the physical construction Electrical Excavating Framing Heating/Mechanical Home Building General Home Improvement House Mover insulation Landscape Mason Painting profession or of structures Patio/Deck/Enclosure Paving Plumbing Remodel/Repair Road Building Roofing Septic Tanks/Systems Siding Sprinkler System Swimming Pool Tile/Ceramic Waterproofing occupation and their Prior to the issuance of any Certificate of Occupancy or Final Inspection: (1.) the general contractor shall provide the Town with an affidavit listing an contractors who labor for construction, repair, and/or remodeling, and (2) all contractors listed Affidavit shall obtain a Business License. owner or provided on this The comprehensive Municipal Codes are available for reference in the Town Clerk's Office. lY VALUATION SC IT U E SINGLE FA ILY April 1998 ./4vL Basement Unfinished . Sq. .04 = Basement Finished . . . Sq. Ft. @ 7. )9 Dwellings: (Good) Average V - Masonry . . . „ . . . . . Sq. Ft. @ $_. oc5f 3 26; Average V - Wood Frame . . . !LI Sq. Ft. @ $67.96 = Gf.;,? Garage: G "7 Wood Frame 6 . Sq. Ft. @ $17.90 = Masonry . . ..... . . . . Sq. Ft. @ $20.17 = Open Carports . . . Sq. Ft. @. $12.15 = Patios or Porches - Open D r.... Sq. Ft. @ $1 . 0 =p (DO Patios or Porches - Roofed . . . . . Sq. Ft. @ $12,15 = Other: Gas Fireplace or Factory Fireplace . . . . @ $1,950 = Gas Log Set Only . . . . . . ... @ 5800 = / 714 I ,A A fe $1,166, C 0FRA II .t 7 BuladingWorsrLv \ValuatioiSdlettule..1998, WATER TAPS Residential 1.0 D.U. ME Meter/RO Size 3/4" MA Labor/Tap FF Filing Fees WR Contract Line Agreement * * * * * * * * * * in NCWCD? .Owner Service Address 1 Is 5 6„,,,_,,,t - t- o 7 2- ,".,I 6-..-.1,--c)-- No ,:-._, ( Yes) ****************************** $3,840.00 x _105:00' x c PF/WR Multi -Family 0.7 per D.U. 42,690.00 x ME Meter/RO MA Labor/Tap WR Contract Line Agreement Size Vv1/4 F- 1ms-10 4,********************************* -1/4- TOTAL )() -3 cs72,,,t 0 (Q. 75.00 Sub -Total = 0),(- * * * * * * * * * * * * * * * * * * Sub -Total = ****#************* * * * * * * * * ********** ** * ** * * * * * PR/WR Accommodations 0.6 per D.U. $2,300.00 ME Meter/RO Size. MA Labor/Tap WR Contract Line Agreement Sub -Total * * ** * * * * .1, * * * * * * * 4, * * * * * 4, * * * * * * * * * * * * * * * * * * 1, * * 4, • PF/WR Non -Accommodations Commercial .05 per P.F.V.$ 190.00 ME Meter/RO Size MA Labor/Tap WR Contract Line Agreement ched fixture value unit sheet Sub -Total BUILDING PE IT SPECIFICATIONS REQUIREMENTS FOR PLANS SUBMITTED WITH A REQUEST FOR A BUILDING PERMIT UNDER SECTION 106 OF THE UNIFORM BUILDING CODE. PLANS AND SPECIFICATIONS: With each application for a Building Permit and when required by the Building Official for enforcement of any provisions of Town Ordinances, two sets of plans and specifications shall be submitted. All plans shall show the name, address and business telephone number of the person who prepared them. An architect, registered in the State ofColorado, shall prepare the plans and specifications for and shall supervise the construction, alteration, addition, remodeling or repairs of all structures when required by the Building Official. One set of plans will remain on file. One set is returned to be kept on the job for contractors and inspectors use. Plans for alterations, repairs or resubmittals need pertain only to work to be done or involved, but must be complete enough to demonstrate that they comply with Zoning Ordinances as well as the Building Code. Plans prepared by an architect or engineer shall have the stamp or seal of the architect or engineer responsible for preparation of the plans, applied directly to: 1) each sheet of the reproduced drawings, 2) addenda and revisions, 3) the cover, title page, and table of contents of specifications, and 4) the title page of engineering reports. Through the seal shall appear the signature of the architect or engineer and the date of signature. PLANS WILL NOT BE ACCEPTED THAT HAVE BEEN MARKED WITH A RED MARKER OR RED PEN. Before Submitting Plan, Applicant should contact: • Light & Power Department to determine the service hook up point and meter locations. • Water Department for availability of water to the site, tap location and meter/read out location. APPLICANT CHECK UPON COMPLETION This information must be completed to be Routed. • / Plot Plan - Site/Plot plans shall include the following information: st., A. Identify9cale used. Scale, 1 "=10' or 20' or 30'. Maximum size paper that wili be accepted is 24" X 36". B. Property owner's name, lot, block, subdivision name and filing number. C. Dimensions of plat and all property lines. (Lot Dimensions) D. Dimensions of front, rear and side yards. (Include at least 3 swing ties to lot corners, 2 of which are perpendicular to the building.) w/swing ties to lot lines and/or corners E. Location and dimensions of house, garage, carport and all other accessory building, (Building Foundation footprint.) F. Identify all utilities, existi and gas lines. proposed. Size, length, location and material of all water, sanitary sewer, storm G. All meter locations. Water and Electric meters must be together. Check if temporary construction electrical service is required. t- H. Directional designation (north). I. Names of all adjacent roads and show a proposed driveway layout. J. Show existing easements for utilities including overhead. K. Arrows showing proposed drainage direction. L. If the property is in a Flood Plain, a grading and drainage plan must be submitted with the permit application. Applicants who suspect they may be building in a Flood Plain, should contact John Allman Building Official 586- 5331, extension 3402. • Floor Plan - Floor plans shall be provided for each individual floor (including basements, lofts or mezzanines, decks and porches, etc.). The plans shall be dimensioned so as to clearly show the following. A. Scale 'A" =1" B. Floor plan of each floor and basement or crawl space. C. Plan of all attached terraces and decks; also of garage or carport. D. If dwelling is of crawl space type, provide separate foundation plan. • Location, size, and depth of footings, foundation walls and piers. • Location, size, grade and spacing of all reinforcing steel. • Material and fasteners specifications for wood foundation systems. • Framing anchors and correctors to be embedded in concrete or masonry. • Concrete and masonry beam pocket locations and sizes. • Concrete slab thickness and reinforcement. E. Direction size and spacing of all floor and ceiling framing members, girders, columns and piers. Engineering when required by Building Official. Location of all partitions and indications of door and window sizes and location and direction of door swing. Location of stairs and landings. Location and size of all permanently installed construction equipment such as kitchen cabinets, closets, plumbing fixtures, water heaters, finance, etc. Indicate if Gas or Electric heating. -/ F. • • III. Exterior Elevations - Exterior building elevations shall be provided for each individual elevation and shall show the following: A. Scale 'A" = l'0" Elevations, other than main elevation, which contain no special details may be drawn at % 0" B. Front, rear and other side elevations. C. Windows and doors - indicate size unless separately scheduled or shown on floor plan. Door hardware schedule. D. Wall -type finish materials. E. Depth of wall footings, foundations, or piers, ifstepped or at more than one level, all dimensioned from finished grade. Finish floor lines. G. Finish grade lines at buildings. I -I. Chimney or vents for fuel burning devices and any other permanent equipment installed on the exterior of the Porches, decks and guardrails. J. Details of accessibility for the disabled. IV. Details and Sections - Architectural building sections and details shall include the following information: .4z A. Section through exterior wall showing A.1 details of construction from footings to highest point of roof. Where more than one type of wall material is used, show each type. Scale 3/8' = 1'0" rriinimum. _/ B. Section through any portion of dwelling where rooms are situated at various levels or where finished attic space is proposed. Scale 1/4" = 1'0" minimum. C. Section through stair wells, landings and stairs, including headroom clearances and surrounding framing. Scale 3/4" = 1'0" minimum. D. Elevation and section through fireplace. Scale 3/8" = 1'0" minimum. Show similar details for stove. E. Sections and details of all critical construction points or special structural items. Scale as necessary to provide information. %" = l'0" minimum. F. State use of all rooms and areas (eg.: what materials will be used or stored, what activities will be undertaken). G. Roof details and design including snow load 40 Ib. live load and truss or rafter layout. V. Colorado Energy Conservation Standards Adopted by the Town of Estes Park. INSULATION STANDARDS AND ENERGY CONSERVING ALTERNATIVES I. Minimum insulation standards for residential buildings: A. Insulation having a minimum R-value of eleven shall be used in all exterior walls contiguous to unheated areas above grade. B. Insulation having a minimum R-value of nineteen shall be used in all exterior ceilings of heated areas above grade. C. All windows above grade shall be double -glazed. D. All exterior doors or doors leading to heated areas above grade shall be weather-stripped and sliding glass doors shall be double -glazed. 11 All commercial buildings over 5,000 square feet must have complete thermal analysis by registered architect or engineer licensed in the State of Colorado. RESUBMITTALS: A resubmittal must be done when making changes to your plans that change the structure, such as moving beams or changing beam size or header size, enlarging windows or doors, changing floor joist type size or direction. Two sets of plans are required. Minor changes, such as moving a same size door or window a few feet on the same wall or moving a non -bearing wall usually do not require a resubmittal. The Building Official will help determine if you need to resubmit plans. Lf square footage is added or if the structure is relocated on the property, three additional plot plans are also required with the resubmittal. To avoid these additional costs and possible delay of your project, it is best to have your structural issues and building placement resolved before submitting for a building permit. ADMINISTRATIVE APPROVALS: Prior to Building Department review, the permit application and the plans and specifications are required to be reviewed and approved by local governmental departments responsible for zoning, water and sanitation, fire protection, access roads and other improvements on public property. The Building Department reviews plans and specifications for conformance with adopted model codes and standards. The length of time required for plan review depends on the level of construction activity in the Town of Estes Park at the time of submittal. Upon completion or review the governmental department must sign and date the routing slip and each set of the submitted plans. Local Governmental Departments responsible for review: Community Development Department - Planning Department or other individuals responsible will review the plans for zoning compliance within the applicable land use zone (use, building height and setbacks to property lines, etc.). The Planning Depai tiuent should be consulted for zoning requirements and restrictions prior to design work. Please call 586-5331 and ask for John Allman (Building Official), Bob Joseph (Town Planner) or Steve Stamey (Community Development Director). Engineering Department - Engineering Departments will review the plans for compliance with requirements for access driveways (less than 12% slope for erosion control), culverts, easements and site drainage facilities. Please call 586-5331 and ask for either Bill Linnane (Public Works Director), Greg Sievers (Construction/Public Facility Manager) or Shawn Kraft (GIS System Analyst). Water Department - Water Department will review the plans and verity the location and size of the proposed water service lines. Will verify compliance with requirements for elevation (must be less than 7,850' or Thunder Mountain and Marys Lake areas less than 8,120), adequate service in areas (near a Town owned main or i eluded in Northern Colorado Water Conservancy District) and check that there is only one tap and service per lot Please call 586-5331 and ask for either Bill Linnane (Public Works Director), Bob Goehring (Water Superintendent), Greg Sievers (Construction/Public Facility Manager) or Shawn Kraft (GIS System Analyst). Light and Power Department - The electric utility will review plans to verify the availability and location of electric service lines in your area, and to verify requirements for the installation of electric service to your property. They will also verify and approve an acceptable location for electric meters. Please call 586-5331 and ask for Mike Mangelsen (Assistant Light & Power Director), Ed Dragon (Line Superintendent), JertyBrurnieve (Meter Specialist Foreman), Tom Oldham (Storekeeper) or Ron Beitz (Line Equipment Specialist). Health Department - The Larimer County Environmental Health Department reviews plans for compliance with the State of Colorado requirements for food service establishments, installation of individual sewage disposal systems, and public swimming pools, spas and hot tubs. Call 577-2050. 970-586-5331 170 MacGregor Avenue TOWN OF ESTES PARK ENTIAL PLAN CO ECTION LIST ASSUMPTIONS Design Information Frost line 30 inches below grade; wind speed 90 MPH; 40 pound live load on roofs; 60 pound live load on balconies; 40 pound live load for residential floor systems. Approved Numbers or Addresses Be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Section 502 UBC. General 3 JOB ADDRESS 4 Vilq 4 141. e .1 467 d A:g" (gr rg g';' JO 'V rgog Submit fully dimensioned plotplan including utilities and property line setbacks. 2. Give name of firm/person responsible for plans. Foundations Provide footing with a minimum depth below finish natural grade of 30 inches. Table 18-1-C (97 UBC). Specify garage foundations to meet requirements as for a one-story building. Bolt foundation plates and sills to the foundation with bolts spaced not more than 4'0" apart. Embed bolts at least 7" in concrete or reinforced masonry (use 1/2" x 10" sill bolts - Estes Park is in a 90 MPH wind speed area). Appendix: 2337.5.3 (97 UBC, Vol 2). 6. Plates, sills and sleepers which rest on concrete or masonry shall be treated wood or No. 2 foundation redwood or better. Section 2306.4 (97 UBC). 7. The minimum thickness ofconcrete floor slabs supported directly on the ground shall not be less than 31/2 inches. Section 1900.4.4 (97 UBC). Damp proof foundation walis enclosing a basement below finished grade. Section 14.02.4 UBC. Page 1 Towu of s Park Residential Plan Correction List Page 2 FRAMING 9. Provide wood species and grade for all lumber, plywood, particle board, glued - laminated timber, and provide manufactured joist -truss information. Section 2304.1 (97 UBC). ( 10. Provide a structural section which shows typical framing conditions for this project. Scale 3/8" = 1'0" for clarity. F a 044 <,4&, egi e.',7., 447 11 . Roof rafters over -spanned. (Live load 40 pounds per square foot in Estes Park). 12. Specify roof covering materials and application in areas subject to wind -driven snow or ice building up. Chapter 15 UBC. 13. Provide rafter ties where ceiling joists and rafters are not parallel. Section 2320.12.6 (97 UBC). 14. Show double top plates at top of stud walls. Section 2320.11.2 (97 UBC). 15. Provide 22" x 30" (or 30" x 30" for mechanical equipment) minimum access to attic. Section 1505.1 (97 UBC); Section 307.3 (97 UMC).. 16. Specify ceiling joist spans to comply with Table 23-1V-J-4 (97 UBC). Provide size of header for openings over 4'0" wide. A header table ay be used for this purpose. 18. Specify floor joist spans to conform with Table No. 23-1V-J-1 (97 UBC). 19. Provide double joist under parallel bearing partitions. Section 2320.8.5 (97 UBC). 20. Provide 18" x 24" (or 30" x 30" for mechanical equipment) under floor access opening. Section 2306.3 (97 UBC); Section 307.4 (97 UMC). c21. Provide under -floor clearance as specified in Section 2306.3 (97 UBC). 7 22. \ Provide under -floor ventilation equal to one square foot for each 150 square feet of under -floor area. Operable louvers may be used. Section 2306.7 (97 UBC). Page 2 Town of Estes Park Residential Plan Correction List Page 3 LIFE SAFETY 23. Stairways: Maximum rise 8 inches and a 9 inch minimum run. Minimum headroom 6 feet 8 inches. Width 36 inches. Section 1003.3.3 (97 UBC). 24. The top of handrails shall be placed not less than 34 inches, or more than 38 inches above the nosing. Ends shall be returned or shall terminate in newel post or safety terminals. Section 1003.3.3.6 (97 UBC). 25. Basements in dwellings and every sleeping room below the fourth story shall have at least one operable window or door approved for emergency escape or rescue. Section 310.4 (97 UBC). 26. Smoke detectors shall receive their primary power form the building wiring and shall be equipped with battery backup in new construction. Section 310.9 (97 UBC). 27. A smoke detector shall be installed in each sleeping room, corridor, or area living access. A detector shall be installed on each story and in the basement. Section 310.9 (97 UBC). MECHANICAL 28. Where mechanical ventilating system in bathrooms is used, provide five air changes per hour directly to the outside. The point of discharge of exhaust air shall be at least 3 feet from any openings into the building. Section 1203.3 (97 UBC). 29. Provide every dwelling with approved heating facilities. Section 310.11 UB C. 30. Show water heater location. Section 509.0 (97 UPC). ( 3 L Show how water heater and furnace will be provided with outside combustion air. Chapter 7 (97 UMC). ( 32, Provide complete details, make model and listing of fireplaces. Section 213 (97 UBC). Page 3 Town of Estes Park Residential Plan Correction iUst Page 4 GARAGE Do not show openings from, garages directly into a room used for sleeping. Section 312.4 (97 UBC). 34. On the garage side, install materials approved for one -hour fire resistive construction. Specify self -closing, tight -fitting solid wood door 13/8 inches in thickness, or a self -closing, tight -fitting door having a fire protection rating of not less than 20 minutes. Section 302.4 Exception #3 (97 UBC). ADDITIONAL COMMENTS 35. Saved under cAMyFiles\BuildinglEonns\Res Plan Cor List,wpd October 8, 1998 Page 4 1997 UNIFORM MECHANICAL CODE 305.4 307.5 305.4 Prohibited Connections. Equipment shall not he con- nected to a fuel supply by means of a hose. EXCEPTIONS: L Movable laboratory or shop equipment using approved fuel hose material not exceeding 6 feel (1830 min) in length. 2. Outdoor portable appliances using an approved outdoor fut:1 hose material not exceeding 15 feet (4572 mm) II length connectedto an approved outdoor shutoff valve and piping. Equipment shall not be connected .to fuel piping by wick -dis- connect devices, swivel joint mechanisms or devices that rely on the use of gaskets, ferrules or similar compression sealing meth- ods unless such fittings are listed for the intended use and approved for the specific installation. SECTION 306 — ELECTRICAL CONNECTIONS 306.1 General. Electrical connections to equipment regulated by this code shall be in accordance with the Electrical Code. 306.2 Means of Disconnect. An approved, independent means of disconnect for the electrical supply to each piece of equipment shall be provided in sight of the equipment served when the: supply voltage exceeds 50 volts. 306.3 Service Receptacle. A 1.20-volt service receptacle shall be located within 25 feet (7620 mm), of, and on the same level as, the equipment for maintenance. The service receptacle shall not be connected on the }oad side of the required means of disconnect. 306.4 illumination. Permanent switch controlled lighting shall he installed for maintenance of equipment required by this code to be accessible or readily accessible. Such lighting shall provide sufficient illuminationto safely approach the equipment and per- form the tasks for which access is provided. Control of the lighting shall be provided at the access entrance. EXCEP1IONS: 1 When fixed lighting of the building will provide the required illumination, separate illumination is 1101 required. 2. Equipment located on the roof or exterior wail ,of a building need not he provided, with permanent lighting. SECTION 307 — ACCESS AND SERVICE SPACE 307.1. General. Equipment requiring routine inspection or maintenance shall he provided with sufficient access to allow. inspection, maintenance and replacement without removing per- manent construction or other equipment or disabling the function of required fire-resistant constniction, 307.2. Equipment in Rooms. Rooms containing equipment requiring access shall be provided with a door and an unobstructed passageway measuring not less than 36 inches (914 mm) wide and 80 inches (2032 mm) high. EXCEPTION: Residential -type appliances installed in a compart- ment, alcove, basement or similar space may be accessed by an open- ing or door and an unobstructed passageway measuring not less Ihan 24 inches (610 mm) wide and large enough to permit removal of the largest appliance in the space, provided that a service space of not less than 30 inches (762 nun) deep and the height of the appliance, but not less, than 30 inches (762 mm) is present at the front or service side of the appliance with the door open, 307.3 Equipment in Attics. Attics containing equipment requiring access shall be provided with the following: 1. An access opening large enough to remove, the largest piece of equipment, but not less than 30 inches by 22 inches (762 mrn by 559 mat); 2. An unobstructed passageway which: 2.1 Is large enough to remove the largest piece of equipment but not less than 30 inches (762 rum) high and 30 inches (762 .mm) wide, 2.2 Is no more than 20 feet (6096 trim) in length when measured along the center line of the passageway from the access opening to the equipment, and 2.3 Has continuous solid flooring not less that 24 inches (610 mi.) wide throughout its length; and 3. A level service space at least 30 inches (762 nn) deep and 30 inches (762 mm) wide located at the front or service side of the equipnient. EXCEPTION: The passageway and level service space may be omitted if the equipment can be serviced and removed through the access opening, 307.4 Equipment under Floors. Underfloor spaces containing equipment requiring access shall he provided with the following: An access opening large enough to remove the largest piece of equipment, but not less than 30 inches by 22 inches (762 min by 559 mm); 2. An unobstructed passageway which: 2.1 Is large enough to remove the largest piece of equipment but not less than 30 inches (762 nun) high and 30 inches (762 rnm) wide, and 2,2 is no Imre than 20 feet (6096 rnm) in length when measured along the center line of the passageway from the access opening to the equipment; 3. A level service space at least 30 inches (762 mm) deep and 30 inches (762 mm) wide located at the front or service, side of the equipment; and 4. Where the depth of the passageway or the service space exceeds 12 inches (305 mrn) below the adjoining grade, the walls of the passageway shall be lined with concrete or masonry extend- ing 4 inches (1.02 mm) above the adjoining grade and have suffi- cient lateral -hearing capacity to resist collapse. EXCEPTION: The passageway may be omitted if the level service space is present with the access open and the equipment can he serviced and removed through the access opening. 307.5 Equipment on Roofs or Elevated Structures. Roofs or elevated structures containing equipment requiring access shall be provided with the .following: I. An approved means of permanent access, the extent of which shall be from grade or floor level to the equipment and its level service space. Such access shall not require climbing over obstructions greater than 30 inches (762 .mm) high or walking on roofs having a slope greater than 4 units vertical in 12 units hori- zontal (33% slope), EXCEPTIONS: 1. Equipment may be accessed hy a portable lad- der on the single -story portion of a Group R Occupancy or a Group U, Division 1 garage or carport. 2. Equipment may be accessed by portable ladder on the single : - story portion of an existing building that does not exceed 16 feet (4880 mni) in height. 2, A level service platform at least. 30 inches (762 mm) deep and 30 inches (762 mm) wide located at the front or service side of the equipment. The sides of the service platform shall be provided with a substantial railing not less than 42 inches (1067 min) high and constructed so as to prevent the passage of a 21-inch-diameter (533 mm) sphere where a side of the platform is within 10 feet (3)148 mm) of a drop greater than 30 inches (762 rum). I...adders and catwalks providing the required access shall be as required by the relevant safety regulations but shall not be less than the following:! 19 1997 UMC HANDBOOK 1// ELECTRIC OUTLET AND LIGHT FIXTURE 20 FT. (60961;m) MAX — 30 IN, (762 mm) MIN. MIN. 30 IN. (762 mm) DEEP WORKING PLATFORM: NOT REQUIRED IF FURNACE CAN BE SERVICED FROM ACCESS OPENING MIN, 24 IN. (610 mm) WIDE SOLID FLOORING FROM ACCESS OPENING TO FURNACE WORKING PLATFORM ACCESS LARGE ENOUGH 'TO REMOVE LARGEST PGECE OF EQUIPMENT BUT NOT LESS THAN 30 IN. x 22 IN. (762 mm x 559 rnm) ACCESS OPENING WITHIN 20 FT. (6096 mm) OF FURNACE. 30 IN. x 22 IN. (762 mm x 559 mm) MIN. 7777i,V777,,,,,No/7 1/471,y77,;(\77771///r,v/7,4 \\NV/777/ DRAFT HOOD CONCRETE OR MASONRY \\:\ \\;\ (// \\\ 1// , c, • .",,; • VENT FIGURE 3-8 UPRIGHT FURNACE —A HORIZONTAL TYPE IS FREQUENTLY USED IN A CRAWL SPACE CONTROL SIDE 30 IN, (762 mm) _ MIN. NATURAL GAS VALVE 6 IN. (153 mm) MIN. • . „ r•,, LIGHT SWITCH 4 IN. (102 mm) MIN. GROUND LEVEL \v/// • \\\\.\\, `// /A\ //"/ •, ////// / \\\Y/ • ° "• \/// f /// — \\\ ' • /// • '. V/1 /// • • • • ; ; • . - •- /// •• ". • V// • \• V///7/77/77 VfiA \W/2/ //// \ 777A V, TYPICAL CRAWL SPACE EQUIPMENT INSTALLATIONS (Not Permitted in Floodplain Areas) FIGURE 3-9 19 1997 UMC HANDBOOK 7/72/\v/;AS7/277,/ MIN, 30 IN. x 30 IN (762 mm x 762 mm) ACCESS WITHIN 20 FT. (6096 rnm) OF FURNACE MIN. 30 N. x 30 IN, (762 mm x 762 mrn) ACCESS WTHIN 20 FT. (6096 mm) OF FURNACE FLOOR JOISTS GHT SWITCH LIGHT AND ELECTRIC OUTLET WARM AIR FURNACE .,/ /4/ ;///py„,/,/,,,,A.\\q// ////y/ 3 IN. (76 mm) MIN. 12 IN, (305 mm) CLEARANCE REQUIRED IN FLOODPLAIN AREAS HORIZONTAL FURNACE ON A SLAB FIGURE 3-10 FLOOR JOISTSLIGHT AND ELECTRIC OUTLET SUSPENDED WARM AIR FURNACE 6 IN. (153 mm) MIN. 12 IN, (305 mrn) CLEARANCE REQUIRED IN FLOODPLAIN AREAS HORIZONTAL FURNACE SUSPENDED FROM FLOOR JOISTS FIGURE 3-11 20 April 16, 1999 John Allman Building Department. Town of Estes Park P.O. Box 1200 Estes Park, CO 80517 RE 1635 Avalon Dear John, 1 have attached a quick drawing of the sump pit to he placed under 1635 Avalon. 1 believethis will take care of any concern regarding ground water or pipe leakage. Please contact me if you need additional information onard Arnold 1600 wapiti eirpip .1.):(2). Box 728 17,stes Pa.rk, (1.X.1 '3,11.517 ((70).577-18.53 (970)577-0846 .FAX July 22, 1999 Will Birchfield Town of Estes Park Building Department P 0 Box 1200 Estes Park, CO 80517 RE: 1635 Avalon Drive Dear Will, Pursuant to your request, I attach an 8 1/2 x 1 1 drawing for the deck that we built at the second floor master bedroom at 1635 Avalon Drive Please let me know if this satisfies the deficiency notice. Leonard Arnold g e 11.3 e, r s lets Wapit Circic' '1)0 Box 728 ' Estes :Park, CO 80517 (9'70)577-1853 (970)577-084.6 FAX 7 P Gr?..."- Pt-elt(C-Lt--346. Pe-R. CC.,13t_ • 5Q PP o AT i÷oost_ To ,re-o To Prr fir ‘,..) C.4warec• s 5 II-tit-0 L., G. e-fo 41-r- 12.1(perr r4tIr4-4.0 Ac--11 E /1"..V. YE. 'AO A .19.14.04.11100 P G (-Po-Qt.. .P-Pt L- tt-1 Cf• PP 0 ar A-r Prr"*.a c) c • L.) '5 i+0 -ro ".5WPS fa-rto t 117+11-0 Cop 040c) ol,frek,AMMP11.6.111.1,10 Nes Jr" o o ' - , .14, 1\«)11/Viiiiri hNV 1‘)(11.1,111(1C/Elill'i ( EIS il!""IC:11FAE)11!'qr11111%1E. 6) " 9 , , 6') C.,;) 'Cf :IS(1,111/11 hMV W, l' 11-IA 4 f:h NUI IHO,I MT,/ I) N, 110.')C1001- # I11 Min ME m Iwm mu t .I 1() 1( I I int, II '11(1 11 WESNEZTERIMMLIMA , 39r1OHOIMMItiVEI • , ' "VD z6.11 ti a ,13PC7M1722011 „rt „ SIFIC3IHECNIritIVE/ N \ Arailair y Hra hoer""mg F tier ERMEREEERF2iiiRENO f'19 N11111III1 td �h�s