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Home My WebLink AboutPERMIT 2240 Arapaho Rd Single Family Dwelling 2002-10-14ctIcl 1," 2012 r r BUILDING ADORES TOWN OF ESTES PARK Bukting Department tc-cfcc 0 AIl J7>/c1 i'111-7) Legal Description °";7 ..2„ ///,05 „cc,c4 0-7 13cc „„4 PID " T o 1), NAME /1 it,lc cF, 1-(/1 E MAILING ADDR,ESS N / 3 -- 9 if ,F7e"".i I '''? Crf. ''',l','2''''.''c"ec-f•-/ '- - rt„,,,,r,„„' ....... ft PHONE NUMBER Th Li NAME Date Valushert 7.1 Building Pam* & Plan Review — CC. c'7";c1,Nc 7" 5" 4/ . Other Certificate of Occupancy . • ADDRESS PHONE NUMBE EC NAME Q L 7 ADDRESS C TOWN LICENSE NO, rci Zccc" „ PC L 0 U N M T B. R. NAME ADDRESS — TOWN LICENSE NO. Type of Construction FR, II FR, II 1-Hr,, TOWN LICENSE NO. fA T" vccicc" rcf.f",) Sccc Arch/Designer/Engineer Name cc="'" Address Phone Number f,c; fficc,7„ ZONING INFORMATION Zoning District rtr;c:' cc- It H Front:Yard Setback BUREAU OF THE CENSUS ITEM # ,/ Side Yard Setback 11 N, 1-fir„, III N, IV HT, V 1-1-tr.,tVN Occupancy Group A, B, E,, F, H, I, M. S, U Rear Yard Setback „c,/, 1, 2, 2. / Dvn73.-*/, 4,, 5, 6, 7 FLOOD PLAIN CHECK New CLASS OF WORK Alteration Addition Use of Building Demolish Repair Remove ELFf4 A „e"'" —"---- Approved " Comments Floor Area Basement 3 2' Size of Building Maximum Occupancy Number of Baths Number of Floors I Use of Buildings flow on Lot ,5 2nd Garage 74. Height .„:„:? Number of Families By Disapproved Flood Zone: Date i — • r;Lc,,cv I hereby acknowledge that I have read this application and stale that the above Is correct and agree to comply with all Town Ordinances and State Laws, regulating building construction and zoning. /ye Permitter, of Lots 0 . 9 5/ 1 •tk' S _EY Number of Buildings Now on Lot y rs5.7-ccor,„, eccr „ Building Inspector Certificate of Occupancy Nurnber The Building Department will make everyeffortto prevent errors in your application and Ipermit, but cannot be responsible for your failure to cemply with all Building, Zoning and other applicable codes. cNi-il"TrrYFt C-J,W . 00.1D0 NG DEPARTMENT RINK . CUSTOMER * shh, y.'hitthhhhhch h , Ni /rrt tr c" CC) j h • v 1 v 11I A44.41a11., v v v v 04.1V1 0404".:0„44.0. ,)[ E ET A IE)D C Sh :iri ft,-.3 L. 0 h...... E. GA L. D ESS C Ftr hh DATE hSS Ehh D DUC„; S P T 0 14 I" arthys hhhh ,h.hh a his, hhh,t, hr"" thh h hhhhh thhrht hirth 0 cic ,qye,qpqL1Q 14E4Dow4 Hi4c stis. P E. A Mti N ("). 0 VIN IEk CA "MY ORSA/0 coNTRACTOR NA:TURE OF' WORK. $ tic..CGCE F40' 4o 6 SPEC/400'7r (-77c") 290 -277-Z teir Loc. Ho fluz TED'S CARD MU „;"I" BE POSTED IN FRONT OF BIRLDING SOT AND UST BE WATERPROOF MAT E A 1. UE L(1C AT EN IBLULDNG WHEN FRAME VIS UP SE'TBACKS if, j.( . 62, E.,...coT NG if' ii/ o 2-- F tt-if / 1-2-•.(F-071-• • FOUNDATION H• (G--0 2,-3 1114- DAMP POORINC3 FOL„INDA-nOV"\I B AS EM ENT VVA Id. S p/ or c 4-446 4 C PLUMB G UNDERGROUND .-r. S.° 4 •"25. A-t. 6 e4 'f4- / 2 1:0 ;ouNTY HEALTH 0.NSA (SE P' 1"IC , FOOD SERVICE) TOROUT PLUMBING --5--4IDL.7-ezip..4 3, 7 . o 3 Kii-li A 0 1„..) (1 H ELECT F' IC (S TATE I"\[S, ti''' ) -7 • GAS EV PP, No' • 7 • a 5 '/3 /4. HEAT11,4G & V E NT .2 .2_8.-03 1, ii--ii (7..0,„,. 0 3 ft14 IN/ME , ' P .2,.., 1 • 63 13 mr\v1uLictr1x4 c r r.-,4 ott5, 3., / o • a 3 714-‘4 1".) R YVVA. I., L. .er. /V. 3 X-' A. litioo r .„_ EVNA L. ELECT" f".'t I C.", (S"Ii-V1 E F"' N A L. To \Atr,,, WATS R D l 1Mr tahh at ion 'y F A1 iorCOMP L. Err EC.). zi .3c • 0 3 ROTECTED TH PLASTIC OR OTHER 17'' 01 : POUR NO coNc,J4ErrE uNrilL„ ABOVE HAS BEEN SIGNED, AU LISTED FIE MSMUST BE V'NSPECTED AND APPROVED BERME COVERING, WHETHER INTERIOR OR E,iXTEMOR, U DL G OUND OR ABOVE GROUND (1, SPECTIONS • 1! 0 ULD UL $]'; CI-ED,UL,,,FE'D 2.4 ViOUIRS,1 ADVANCE„ CA.LS PECT IONS), 577-3731 CONTRACTOR SUBCONTRACTOR TOWN BUSINESS LICENSE AFFIDAVIT Applicant Name: Business Name: Mailing Address: Phone Number: Address of Project: /I Type of Project: .piv/ Please list the required information for all contractor/subcontractor, who performed work/services for the above ro e - . asinessNanie ' '''',°4 , ,, 0 ,',' ' n , Contact Name Complete Address ( Rsin,Pss License # 1 , A ,,,,, .."/ "" -1,S' s / 0/ 0fP,S17 -, , , Alioup ...4 40 ‘,,,,,,c74,4 . 44,,,,,,tiee? ', -- / 0 A o j 6-0 (e) ,. , u ic_einil . 4 y 1 I, t i 1 (.: / c, Lie '3 ) ro 00. . ( i i r 1 Kril i''‘J i CAO L 1 77 7/1 . - I certify that this Affidavit represents a complete list of contractors/subcontractors who provided work/services on the project described above, and I understand that Final Inspection or Certificate of Occupancy will not be issued until all contractors/subcontractors listed above have acquired a current Town of Estes Park Business License. Applicant's Signature: Date:/3 RETURN COMPLETED FORM TO: TOWN CLERK'S OFFICE, TOWN OF ESTES PARK, P.O. BOX 1200, ESTES PARK, CO 80517 Initialed By: Town Clerk: kV' Date: Building Official: Date: 5/ - 6/ 4 2 tasirteSiNatite Contact Name Complete Address ttsiness license 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, please call the Town Clerk's Office at 577-3703 or 577-3702. Section 5.20.020: There is imposed a business license fee for engaging in any business, profession or occupation within the Town, whose primary business is the physical construction of structures and their appurtenances, including but not limited to: Acoustical Electrical Patio / Deck / Enclosure Air Conditioning Excavating Paving Cabinets / Cabinet Makers Framing Plumbing Carpenter Heating / Mechanical Remodel / Repair Caulking Home Building Road Building Ceiling General Roofing Concrete Home Improvement Septic Tanks / Systems Counter Tops House Mover Siding Custom Windows Insulation Sprinkler System Demolition Landscaping Swimming Pool Drilling / Boring Mason Tile / Ceramic Drywall Painting Waterproofing Section 14.08.040: Prior to the issuance of any Certificate of Occupancy or Final Inspection: (1) 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. The comprehensive Municipal Codes are available for reference in the Town Clerk's office or online at www.ektesnet.com. 6/14/02 Remarks vir 2?4•7238 77.0, BUILDING PERMIT APPLICATION R NEW CONSTRUCTION OR REMODEL qlse compiete ar..(ea above all On and submit to Railiting Official TE A OWNER PIION :A-4 DATE /29 Mailing Address J55:5Y A;ik74--;',21W BUILDING ADDRESS/JOB SITE ,,,29"0 Lot ,3 Block 47' Sub,41%Xe/evitag5t: :La Parcel # 3-Vb1/- 06 - GENERAL CONTRACTOR ./.1,e PHON( Mailing Address ':;-;// TOWN LICENSE # DESCRIPTION OF WORK nn..„ nn, " BUILDING I EIGI T VALUATION: OVERALL SQUARE FOOTAGE ZgO cr? moon 4Y7 74, 2,//tte (Basemen 1" Floor , 2"d Floor,6),4 ) PUBLIC WORKS DEPARTME,NT ENGINEERING/Right-of-Way Perin it Remarks AMOUNT DUE DATE n / Out Approved WATER DEPARTMENT AMOUNT DUE Remarks (J/!"'T...-k-c/- Approved , A 2. LIGHT & POWER DEPARTMENT Remarks (I ) (4 eaN,..aor FEZ. + 6\0414/ Approved COMMUNITY DEVELOPMENT DEP, St;1 rck. Lr 1-)-3C0 0 •k--, Cc_4 e 6 -pre.erl Cr--+ CAlzada cZ E Lk 4. TO CL R Prior to the issuance of any Final Inspection orCertificate-Of Occupancy: (1) the owndr or getieral contractor shall provide the Town with an affidavit listing all contractors and subcontractors who provided labor for construction, repair, and/or remodeling, and (2) all contractors and subcoatr-tralis listed on this Affidavit shall obtain a Business License. Approved AMOUNT DU 2,0 A dlr.\ I Z4' OLIN D JE 3. COOti-%, / to - Ur_ TOTA DUE 7, 570i/ TI SF T A BUILDING PERMIT APPLICATION FOR NEW CONSTRUCTION OR REMODEL ustomer Please comIdde area abo% red h nd submit to Iiiiddiin4 Ofticbd alter otdaktiiig ,,ignattires. ,4":; OWNER /:,)0,-/ C,44 PHON 0.-6C DA TE Mailing Address /5 .$/ .,;(44/ /44,14,,,,,; _72-e e:c:wc,e's BUILDING ADDRESS/JOB SITE ,,,?„,...95,6) ,..14,?...9 , ,,,,i'; tfr,:7,/ Lot ? Block e S b ( 14;44., /1; ..g.: .2- Parcel # ?gOil-oe,, - ci,3 GENERAL CONTRACTOR , / 5/k//4/4.</Z, PHONE Mailing Address ,4475-aves,-,4 DESCRIPTION OF WORK TOWN LICE, # VALUATION: '' 6,5771 4") Xerza‹:e.e- UPPER THOMPSON (2220 Mali Road) OR ESTES13711t-K Remarks / 11'1(4' 4e) Approved 6. COUNTY HEALTH DEPARTMENT Remarks • • :,,,,,,,,,;..1.,Sil.f.li. „ - - ' " Approved (Building\Forms\RIdg Permit App) Page 2 Estes Val ey Development Code Building Perrnit Checklist Owner: \ Legal: 12Dtoct. Address: -z_z Leo 0,, 1. Is it a legal lot? Y N 2. What the lot created prior to the February 2000 EVDC effective date? 3. Check Larimer County web site for current improvements — check for garages (1000 sq ft) and kitchens (only one). Nay'___. 4. Development Plan Required? Y N Plan # 5. 4.". sel n 1,eto Any special r e ents on the plat, County status books, or Annexation Agreement? (Y N If yes, what? 6. PUD/Building Envelope? N C 7. Stanley Historic District or Historic Tax Credits? Y N 8. Carriage Hills or Uplands? Y If yes send copy of routing form to HOA, 9. Setbacks: Zone District Front: 47-; Side: 10. Lot Size:0 ckr_PQ.5Source: 11. Hazard area (geo, wildfire, flood)? If yes, what? 12. Steep slope (>30%)? 13. Ridgeline? 14. Multiple kitchens or accessory dwelling unit? 15. Accessory structure? Y 16. Height: \-)na,e..-- 3 Y Garage size: 17. ,Compliance with Appendix D, e.g curb cuts, driveway slope, driveway width r 3 18. Check address file for past history/conditions. \\Servera\Comm_Dev\Fornis\Zoning Approval Checklist for Building Perrniis.doc Created on 8/2/2002 8:28 AM e thd15,bcwitbe-.s. -Pe.'!"042' 01-06 - Imaging (Read intiy) III I FP6 Eitt Wow Page ZOOM Tools Annotarbn Help :(1 4,•;i 1 111111///1/ 44,1,11„?..0 rror r.yyryy,,tyr.rr..„, y „Y 1j/ 11' HVOIrr,q, Like c.t„.„^' con trrC. „jd t LL_Li For Hep, press Ft ;1 0 MILLI 0 Re-L J 4:16PM r(f) d•'••••••:- •,•-• ...• • •5;,17••••••(:(1••••••••••fr(,„, (, Nc("1( r- ( rtg„..N.,••1:3 ,•• • 4,••••,. •••k„,;„ — , N?: t• C1) r tt7"" ttt-t. ,k(ie VALUATION SCHE U E ?"2- Li a /41;20cfP H0E, 20) „„ Basement — Unfinished Basement — Semi -finished Basement — Finished Existing Basement Finish Dwellings: (Good) Average V — Masonry Average V Wood Frame Garage: Wood Frarne Masonry Open Carports Decks —Open Single Family April 2002 Porches — Roofed 14, o 35 Other: Gas Fireplace or Factory Fireplace Gas Log Set Only .; *. Building Permit 9 (-4, Plan Review //9 Latimer Co. Tax.$ C.O.'s Total ( (.:0, C.,3 Sq. Ft. @ $16.28 — Sq. Ft. @ $21.34 = zq Sq. Ft. @ $25.61 —3 Sq. Ft. p, $ 9.33 = Sq. Ft. @. 589.15 = 1 Li 0 S- Sq. Ft. @ $85.01 —// ; r,/ 766 Sq. Ft. @ $22.36 = 7 / L Sq. Ft. @ $25.21 Sq. Ft* $15.27 = 70 Sq. Ft. @ $14.50 = 7(' *5- Sq. Ft. @ $30,54 — f @ $2,400 = @ $1,000 = TOTAL VALUATION 5151 43 1) 0 Building/Forms/Valuation Schedule 2002 Owner LLC Ser-vice Address _ WATER TAPS ;1? NCWCD? No — 10-digit Parcel Id A building permit 7.1171St be obtained within one year of the date of the paymen o 7 tap feeS. PF/WR Residential 1,0 D.U. 53,S4.0.00 ME l\leter/R0 Size x MA Labor/Tap FT' Filing Fees (521 for first 4 pages, 53 for each addiona1) WR Contract Line Agreement Sub-total: c-1)q11-- PF/WR Multi -family 0.7 per D.U. - 52,690,00 x ME Meter/R.0 Size__ M.A. Labor/Tap 1.VR Contract Line _Agreement Sub -total 'i`57:00 PR,q R Accommodations 0,6 per D.U. - 52,300.00 x ME Meter/RO Size MA Labor/Tap 1,1\7R Contract Line Agreement Sub -to PR/WR Non -accommodations Commercial 0.6 per P.F.1, 5190.00 x ME 3\leter/R0 Size_ 5— MA Labor/Tap VVR Contract Line Agreement 'Must have fixture value unit sheet attached. Sub -total = 3,100 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. AU plans shall show the name, address and business telephone number of the person who prepared them. An architect, registered in the State of Colorado, 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. re bmitting 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: A. Identify scale used. Scale, 1".---10' or 20' or 30'. Maximum size paper that will be accepted is 24" X 36". B. Property owner's name, lot, block, subdivision name and filing number. E. Dimensions of plat and all property lines. (Lot Dimensions) 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 714/ JY 1/fiAt/e Identify all utilities, existing & proposed. Size, length, location and material of all water, sanitary sewer, storm and gas lines. Location and dimensions of house, garage, carport and all other accessory building. (Building Foundation footprint.) G All meter locations. Water and Electric meters must be together. V Check if temporary construction electrical service is required. r/r H. Directional designation (north). v" I. Names of all adjacent roads and show a proposed driveway layout. J. Show all existing easements e.g. utilities including overhead and right-of-way/trail easements. 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 Will Birchfield, 577-3728, Chief Building Official. B• . 11. Floor Plan - Floor plans shall be provided for each individual floor (including basements, lofts or mezzanines, decks 7 and porches, etc.). The plans shall be dimensioned so as to clearly show the following. / A. Scale 1/4" = l'0" 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. vr F. Location of all partitions and indications of door and window sizes and location and direction of door swing. 1/ G. Location of stairs and landings. H• . Location and size of all permanently installed construction equipment such as kitchen cabinets, closets, plumbing fixtures, wa".Aaters, finance, etc. Indicate irGas Q?Electric heating. III. Exterior Elevations - Exterior building elevations shall be provided for each individual elevation and shall show the following: A. Scale 1/4" =1'0" Elevations, other than main elevation, which contain no special details maybe drawn at 1/8" =1' 0". 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. V'm E• . Depth of wall footings, foundations, or piers, if stepped or at more than one level, all dimensioned from finished grade. F. Finish floor lines. G. Finish grade lines and existing grade lines at buildings. H. Chimney or vents for fuel burning devices and any other permanent equipment installed on the exterior of the building. I. 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: A. Section through exterior wall showing all 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" minimum. VB. 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 3/8" = 1'0" minimum. D. Elevation and section through fireplace. Scale 3/8" = l'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. 3/8" = 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 lb. live load and truss or rafter layout. V. Colorado Energy Conservation Standards Adopted by the Town of Estes Park. VI. Legal Lot Determination e"-- A. If the lot was not created by subdivision plat, submit title work demonstrating that the lot was created by deed prior to May 5, 1972. INSULATION STANDARDS AND ENERGY CONSERVING ALTERNATIVES 7 ,,1. aq51 v , 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. IL All commercial buildings over 5,000 square feet must have complete themial 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. If 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: V 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 Department should be consulted for zoning requirements and restrictions prior to design work. Please call Will Birchfield (577- 3728) or John Allman (577-3722) (Building Officials), Dave Shirk (577-3729) or Alison Chilcott (577-3720) (Town Planners), or Bob Joseph (577-3725) (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 Bill Linnane (577-3580) (Public Works Director), Greg Sievers (577-3586) (Construction/Public Facility Manager) or Shawn Kraft (577- 3581) (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 included in Northern Colorado Water Conservancy District) and check that there is only one tap and service per lot. Please call Bill Linnane (577-3580) (Public Works Director), Bpb Goehring (577-3607) (Water Superintendent), Greg Sievers (577-3586) (Construction/Public-Facility /Manager) or Shawn Kraft (577-3581) (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 Mike Mangelsen (577-3583) (Assistant Light & Power Director), Ed Dragon (577-3601) (Line Superintendent), Jerry Brumleve (577-36- Specialist Foreman), or Tom Oldham (577- 3602) (Storekeeper). 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. 723 _22 Novern.l.per 1., 2002 Project Ntribei- ALOG-02K01-04-05 A & A Log Speciolis- 1.3ox 438 Masonville, Colorado 80541 ENGINEERING, 1.395 SOUTH (.3ARFLELD AVENUE LOVELAND, COLORADO 80537 Re: Water in Excavation 2240 Arapaho Road Estes Park, Colorado 80517 Dear Mr. Luitsford: On October 30, 2002this office observed. water flowing into the excavation at the above referenced location, The excavation is situated in a low-lying area. There is a natural drainage swale that appears to slope towards the site. At the time of this observation, water was :flowing into the basement excavation (near the future mechanical room) through the water/electrical service trench. It is our opinion that this trench intercepts subsurface water above the site and. .1.1.1ows it to flow into the excavation. 'Water may also be entering the excavation through fissures 10 the subsurface rock.. 7Fhe installation of a clay dike or plug in the service trench may help to reduce the amount of water entering the excavation. Since the subsurface soil/rock is fragmented, \rater could flow around the dike and continue to enter the excavation_ Due to the position of the site, and the underlying geological formations, it is probable that water continue to infiltrate the excavation. To mitigate the situation,. we recommend the installation of a foundationsub-drain system. A. drainage trench should be installed along the .front portion of the excavation. The bottom of the trench should be a minimum of 6 inches. below the footings at the high point. The trench should be located to the exterior of the footings and it should slope from the mechanical room (high point) towards bedroom two and around thecorner towards bedroom three. From this point it should discharge .into the. existing drainage pipe zinc' trench that extends to daylight. A .varmint screen should be installed 00 the free end ofthe pipe. The contractor should verify that the drainage pipe has adequate slope„ 1./8-inch per foot. is recommended. 'file bottomof the perimeter drain trench should be lined with 6-mil plastic. A 4-inch diameter (tninimum) 'Perforated drainpipe., encased in clean graded gravel, should be installed over the liner. The gravel should be covered with .filtration fabric. A similar exterior drain system should be. installed from the mechanical room. and slope towards the rear walkout portion of the excavation and discharge into the same existing drainage pipe near bedroom three. A waterproof membrane should be installedonall foundation walls that retain soil. above the basement floor. The concrete floor slab should be .underlain with a 6-inch thick layer of clean graded gravel to provide a capillary break and allow water .to flow unobstructed towards the discharge point. Please refer to the enclosed perimeter drain detail. OFFICE: (970) 461-1555, FAX: (970) 461-1582, EMAIL: A.xiom2000@msnxotn November 1,, 2002 A & A 1.2og Specialists Page 2. At this time theamount of Nvater that may flow towards the excavation is unknown. Seasonal flow increases are probable. .11* an additional subsurface water mitigation system proves necessary, the installation of an exterior cutoff trench, ahead of the foundation may be a solution. Finther exploration would be required to determine the depth and extent of such a trench, Concrete .for the footings may be placed with a maximum of 1 V2 inches of standing water in the forms, provided the water is in small localized areas and the concrete displaces the water from the forms, Concrete shall not. be placed on frozen soil or water. Protect freshly placed concrete frompremature, drying and detrimental temperature extremes. 71711c above recommendations are based on typical remedial systems for residential construction,. We are open to discuss .further ideas systems should the need arise. ..ff you have any questions, please contact this office It your convenience. Sincerey AxioiYtrugfura1 Engineering, LLC erelt e er:" -Steve Kellurns, P.E. Principal Enclosures INST,A (2., EOTEXTU...11 F;\ I iR OC AG )1NSr FOUNDATION \ V A L. L. lixTEND FAFWIC/ (1) Fcgyr n D EDGE OF ZUNI SI/OPE FINISHED GRADE, ANVAY F0,0!0 ALL. 01O0N0ATION WALL Al .r)/ VIINIIVOLINI SLOPE. OE I (P//r/ IOR 1111/ EIILST 10 FEET. PRE)VIDE A MININIL.INI SLOPE 0.F 215) "ITI FREAF TER. INSTALL DRY LANDSCAPE MATERIAL PLANTS "II IA1' 11E0111RP MINIMAL 00A115111 h40NEt001 III E EC/LIN DATION AND BA CKEILL ZONE. COM PAC 1 I 0 MALI! I INSTALL, SPRA.Y ON WATERP1.?„000 MEMBRANE OR SPRAY ON DAMP PROOFING WITH 00100(0 PLASTIC MEMBRANE AS REQUIRED, SLOPE SUBGRA„DIE -10 PRI/VENT POND/NG BENEATH '11111 SLAB, PERIMETER C F AN (1 RA DED C./RAVI/I/ (3/)0 101"AG0R0 0,ATE ) 81 I NI NIUM 11EP 111 ABOVE TOP OE I"H'E (201,E,01 GRAVEL. 001111010 TRAI ION FABRIC. I" MINIMUM DI A ME:1ER 1010EORA1 ID DRAIN P)PE. EHE POPE INVERT stioul D BE 63 OW FiCLIF OM OE W(fl 001 01 00101100101 S0 O1E1RENCII AND POPE AT ES." PER FOOT TO DISCHARGE POIEEF. IN DETAIL 3 ST tl)L)( 11 J RAI ENGINEERINCi, LI .1395 001 ri t RILEI,)AV E.NUE O 001 AOL)CO L R,A DO 80537 OFF °GIL E9701461 r 555 FAX: 070) ,Pfl r1582 1MAIL. A x ii2O0O 11 1 cuou CLIENT: A & A LOG SPECIALISTS TITLE: PERIMETERDRAIN DETAIL SITE: 2240 ARAPAHO ROAD, ESTES PARK, CO PROJECT NUMBER: ALOG-02K01-04-05 DATE: NOVEMBER 1, 2002 SHEET: 1 OF .4.5 CONTINUOUS AT ".101) OF WAI.,L, #:5's Al 1 '4)". ON CENTER. • (HORIZONTAL) #5 CONTINUOUS -- ABOVIE. BEND, NO SURCHARGE WADS MAX sl OPE 6 I 8" MINIM . 2" CLEAR. 4'°0 PERFORATED DRAIN PIPE ENCASED IN CLEAN GRAVEL, SLOPE PIPE A r 1/8" PER F( )OT TO DAYLIGHT Al LND OF WALE V-BARS (#5's 'VERTICAL) • .5's Al I ON CENTER. (LONGITUDINAL) B HEEL REFER. TO DESIGN TABLE TYPICAL SECTION T-BARS (#5's TRANSVERSE) II 5'-0'° 6'-0" 7'-0" 8'-0" 9'-0" A 0'-8" I '-0" I '-4" I '-8" 2'-0" B - I '-4" I '-8" 2'-0" 2'-4" 2r-8" W.. 2' -0°' 2'-8" 3'-4" 4'-0" 4'-8" V -B A RS /t 5 (4I '-4" #54, I '-4" 115 (i-f.!) 1 '-0" # 5 (4")„ I °-0°' # 5 (ci" I '-0" "1-BARS fl 5 (4.',. I '-4" #5@), I '-4" /,t5 f:i- I '-0 °' #5g1'.- " #5(4), I '-0" DESIGN TABLE STRUCTURAL ENGINEERING,L.LC 1 SOUTH GARFIELD AVENUE LOVELAND, COLORADO 80537 OFFICE: 07014/31-1555 1970061-1582 Axion2000(I7ILotALEom CLIENT: A & A LOG SPE('IALISTS TITLE: RETAINING WALL DE- A S E: 2240 ARAPA ROAD, ESTES PARK, '0 PROJECT N UMBER: ALOG-02K01-04-20 DATE: NOVEMBER I, 2002 _ SHEET: OF 2 ----- )SE DESIGN FOR: _.............. ... __ A DI NG A GENTIR/ALINOTIES: CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 II)AlIS AND SHALL BE MIS EN:TRAINED BETWEEN 5 %AND 8:00. 2. 1.10.: ENFORCING S5 IAL.1... TIE ASI110,0 A-6I5 DE:EC:RIM PO TYPE (JRAF)F 115515 L. 3. THE NITNIMI.0I001 SPLICE L.ENGTH. TOR F.E LIAR SI IALL BE 40 BAR DIAMETERS OR 2E1". ALL CONSTIIIIREFION JOINTS SHALL BE THOROLIGHLY CLEANE.D BEFORE CONE RTIT El IS PLACED, DESIGN F(..)01ING LINE • CONSTRUCTION 11 (3'-0" PLAN 11 7"-0" 'TRACTOR TO DETERMINE TOP ALL L12VATI0S 'BASED ON DRAINAGE 'RE UIREMENTSL El EVATION DESIGN EXAMPLE 1-1= 9'-0" DESIGN r)AT,,\ l'ACTOR OF SAFETY 0 VERTILI855002.0 EACTOR OF SA ETTV SLIDING: I .5 SOIL. DENSITY, 105 PC F EQUIVALENT FLU I,D PRESSURE: 35 IX.IET1<I321 DEPTI PASSIVE PRESSURE: 2.50 PSI' SOIL FRICTION COEFFICIENT'. 0.3 MAXIMUM TOE PRESSURE: 2.0.510PST M.AXIMI.TRISLIPCLIARGE PRESSURE A BOAT EIFEL: 0085 MAXIMUM SURCH A RGEPRESSURE A BOVE TO NONE MAXIMUM RET A NED 1110.00B I ABOVE I RILE,: rIE06" MINIMUM SOIL DEPTH ABOVE MAXIMUM SLOPE, 13E1 IIND %VALI I TA A S'FRUCTURAL., ENGINEERFNG,, L 1305 SOUTH GARFIELD AVENUE LOVELAND, CO LO R A DO 8053 7 (2FFICE: 1970)4M-1555 FAX0 I92000.461-I58.2 EMAll,: A0000.0E02005E0pEn.coirl L 'NT: A & A LOG SPECIALISTS TITLE: RETAINING WALL DETAIL SITE: 2240 ARAPAHO ROAD, ESTES PARK, CO PROJECT NUMBER: ALOG-02K01-04-20 DATE: NOVEMBER 1, 2002 SHEET: 2 OF 2 TOWN OF ESTES PARK RES ENTIAL PLAN CO ECTION LIST AS 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. JOB ADDRESS General 2 Z L(4, d7Z) R.04 0 Submit fully dimensioned plotplan including utilities and property line setbacks. 2. Give name of firm/person responsible for plans. „st Foundations 0 3. Provide footing with a minimum depth below finish natural grade of 30 inches. Table 18-1-C (97 UBC). 4. Specify garage foundations to meet requirements as for a one-story building. 5. Bolt foundation plates and sills to the foundation with bolts spaced not more than 4D" 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 of concrete floor slabs supported directly on the ground shall not be less than 31/2 inches. Section 1900.4.4 (97 UBC). Damp proof foundation walls enclosing a basement below finished grade. Section 14.02.4 UBC. Page 1 Town of Estes Park Residential Plan Correctkrn 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 3/5" = 1'0" for clarity. 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. .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). 17. Provide size of header for openings over 4'0" wide. A header table may be used for this purpose. Specify floor joist spans to conform with Table No. 23-IV-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). Provide under -floor clearance as specified in Section 2306.3 (97 UBC). 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 Residenth1 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 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 dweliing with approved heating facilities... Section 310.1.1 UBC. 30. Show water heater location. Section 509.0 (97 UPC). 31. Show how water heater and furnace will be provided with outside combustion air. Chapter 7 (97 IJMC). 32. Provide complete details, make model and iisting of fireplaces. Section 213 (97 UBC). Page 3 Town of Estes Park Residential Plan Correction List Page 4 GARAGE 33. 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. 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