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HomeMy WebLinkAboutPERMIT 401 Big Boulder Dr, enclose carport 2012-08-30 (now 401 Big Boulder)Received Date+29„,....' Received By (mice copy Town of Estes Park Permit Number , Long -Term Residential Application/Building Permit of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application ExpireS",y, p General Information (970) 577-3726 • FAX (970) 586-0249 " www.estes.org NOTE: Use this Form for Long-term Residences 30 days or more. Permit Expired .,,,,,., ,„, "7 7 Job Address: ^`-..—.7,z> c-- 14) r/(4 I+l [16.-A-,1 19 (1-.... Condo: 0 No 0 Yes; Lot Size: 4-- ..:' s c to . 6 Block: Subdivision: Parcel #: Owner Name: 72-k-i f+,..i F(2,. 5 ot.-7.....,---e Phone: '0 5- Olt 1 0 , Address: - c:::)<-• (3 / (fi l'11) (Z-P 77 II-- .-.1 , i< C-f) ,)?<:',.,<- ‘7 -. ....) Streiiet) (City) (State) (Z.ip Code) Contractor: .k,' Town License #: Phone: Address: (Street) (City) ( a e) (Zip Code) Email address (REQUIRED): The Following AppliesNew Work only Complete all that apply: 0 New Building ' Alteration 0 Addition Master Pan# Building Usels): ,.. Owner / ResidenceResdence 0 RentaRental 0 days or more 0 Accessory Dwelling isting use: L , Proposed use: ; tt iof New Dwellings: ; # of New Kitchens; Sewer; 0 Estes Park Sanitation 0 Upper Thompson Sanitation < 0 Private Septic - Requires Applicant to first go to theHealthDepartment. Plumbing Involved: 0 No 0 Yes - State and Town Licenses Required; Plumbing Fixture Worksheet RequirecL Fixtures: 0 Add 0 Relocate 0 Replace 0 Demolish Water Service: 0 Existing 0 New - # of Meters; „ Meter Size: inches Electric Involved: 0 No a Yes - State & Town License Required. State Permit and Inspection Required. Temp Meter: 0 No 0 Yes Service: 0 Existing 0 New 0 Overhead 0 Underground It of Meters; Meter Size: amps; Phase 'Voltage Type of Heat: 0 Gas 0 Furnace 0 Electric 0 Bole; Fuel Gas Involved: 0 No 0 Yes - Qualifications and System Sizing Required. Type: 0 Natural Gas 0 LPG # of Gas Appliances / Outlets:___ BuiFcling Height: Ft. t# FloorsFoor Baement (sf) Fin Unfin 1' Floor fsf) Fin 21d Foor (sf) in Unfin Garage / Carport (sf) Attached Porch w/ Roof (sf) Deck w/o Roof sf) Detached Unfin b Descrip ion: Total Valuations (Labor & Materials) c--7 ..„ , Cw) L3 1$ '3 50 0 [have subi ted the Minimum.5ubmtha1 Checklist for Residential Constructlon Plans-2009113C with this application, I certify this applicationis true andcorrect and agree to perform the work described according to Oar /specificatons 'submitted.e.viewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property .owner's authority and permission to apply for this permit. Additionally, I UNDERSTAND THAT I AM RESPONSIBLE F)1741 ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. ..-7, 0 Con.f'actor .Owner 0 Owner's Agent 0 Tenant , , Signature '":. .. ' . Dater, Print Name. ***Office Use Job Description: '''''''', 4,4!' its. ,Atnoo.r. tet."' ,Only Dep , Approved Disapproved Fees Applicable Co ): , :0 C2 9. ,,,z/2 c, T p f Con . 'V-- /SI cupancy Classtes.):,,,1 Public /orks 60): 6,r,t,, t,',0 ) W at er Occupant Load(s): Floor 1..cacis): Roof Load: ig bt & Power- ::''')<7 Planning P / Varian : BuIdng 44;"'lleii Plan ReviewSetbRs Front / Side r ,,, Rear River County Tax ' 0V4i fr „r"7 0 Cert. of Occupancy Zorto /` „ C '15sAftl i : Haix-rds '''' Geo ,,,/ 1'1 fe '''''-':-"'""flood Total Building OfficiaDate :'-frfiff,:ifire „Zfirs'"'; 0(‘'' 4.0t ii ,rr"fs,' (op X:\t3iiitilingi)LiptiForins.andltelcrericeslfailding\Appliffi.iiionsthiiiliting.\11,ung-tenn Resi{..tentk0 'Jai Idingli ii1< mg.1<esit1ential 1.3uilding In<rni< 2011 A.PP1.2.(IVLEidoc Revisekl 6/11/201'2KI - 21 nit. Ity Address F epartinent of Building Safety I C VALUATION WORKSHEET i'LYA Basement - Unfinished (Foundation & Bearing Pls. Only) Basement - Semi -finished (Framing Only) Permit Number Sq Ft @ $2 .98 per Sq Ft Sq Ft © Baserneii Frilshec1 Sq Ft @ Existing Basement Finish Dwellings Garage Carports (Open >/,-.7 2 si(Ies) Decks - (Open) Porches (Roofed) Sq Ft @ Sq Ft @ Sq R @ Sq Ft @ Sq Ft @ Sq Ft @ Tow, VALUATION: Building Permit Fee Plan Review Fee County Tax Cert of Occupancy TOTAL, $28.81 per Sq Ft $34.58 per Sq Ft $12,60 per Sq Ft 114.76 per Sq Ft $34,03 per Sq Ft (""' $20.61 per Sq Ft $19.58 per Sq Ft $41.23 per Sq Ft )Servera\Lonitn, ties,/ Hui c.1A/i(111.„, Porry)L rPr' R-3 /U-1 RESIDENTIAL PERMIT INSPECTION RECORD ADDRESS: )WNI--i.R. .1,,,. "ic t ...j,i:''t NTRACT( R.. .., DESCRIPTION OF WORK: i '''' ,( i [i FA ILVRE T() COMPLY Will I ANY ()F 1'111,2 REQIIREIVIENTS ON Tli F FRONT OF THIS (:ARI) !AY 1)F1,AY INSPECTI()NS iv — FOUND " )N SYSTEMS / SITE REQUIREMENTS '-)0TING PIERS . UFER GROUND F(1)0TING ,. . LACKS - :FIEL.,D INSPECTION ..... SETBACK CERTIFICATE FOR PLANNING FOUNDATION WALL UFER GROUND '''''' 1UNDATION WALL iLE V ATM N - 'FIELD INS PECT I ON ELEVATION CERTIFICATE FOR PLANNING DAMP PROOFING / WATER 1'R(:)0FING FOUNDATION DRAIN 7 RADON SYSTEM. PASSIVE ONLY INTERIOR PADS / FOOTINGS UNDERGROUND WATER SERVICE PL I . BIN(.3 UNDERSLAB FOUNDATION WALLINSULATION HYDRONIC SYSTEM UNI)ERSI„AB UNDERSLAB INSULATION EXTERIOR MEMBRANE SEWER (SANITATION DEPT) SYSTEMS SHEAR WALLS / I (':. L 'DOWNS AIRINFILTRATION .BARRIEE TER RESISTIVE BARRIER C WINDOW INSTALLIELASHING STUCCO / ST(:)NE LATH. 1 DROOF BUILDING :ROUGHS GAS PIPING .ROUGH FLUE VENTING IC UGH DUCT ROUGH .PLUMBING ROUGH FIREPLACE ROUGH HY DRON IC PIP INC; ELECTRICAL ROUGH FARE B LOCKING / FIRE STOP FRAMING Pflichi,j'L ",,,,......",,,f4?,,.., ,!'; -- (!..,1 ''11.1_,4 , 2-- RAFTER / WA,LL / El...,00R INS U.I...,,AT ' ' N DRYWALL 'f.:2/.'<? ---/:',5/^,,,,.. /ir,r,-- :i ,,,,,,,,,, 7.),_•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ......SI- ' 'ER PAN .LINER TOWN AND NON TOWN ENTITIES APPROVAL :FOR OCCUPANCY / USE ELECTRICAL FINAL KI ."1,0 ,.... i Z,.../ Trei(v PLANNING DEPARTMENT SANITATION DEPARTMENT WATER DEPARTMENT "q...313.1.,IC WORKS COUNTY WILDFIRE LIGHT & POWER FIRE DEPARTMENT DIVISION 0.F BUILDING:SAFETY FINAL APPROVALS PLUMBING FINAL HVAC FINAL gf---- fr- - F FINAL BUILDING FINAL II. /....... EVDC EPMC IMPORTANT T.:F ...EPH NE NUMBERS Inspection 'Requests )70-577-3731Utility Locate 8"j-9.2.2-1(.87 Xcel 80( 772-7858 Planning Div 970-577-3721 Building Safety Div 970-.577-3722 Water Depart )70-586-36 State Electrical 97C -,...77-3589 Public Works 970-5.77-3588 Fire'Dept 970-577-0900 EP Sanitation 97 -5 -28. "( t T Sanitation 970-586-4544. County Wildfire 970-498-5303 \\Server13\buildingdep Forms\R3-Ul_SIGN-OFF-CARD.docx TOWN OF ESTES PARK PERMIT INSPECTION RECORD CARD ,P INSPECTION REQUEST LINE 970-577-3731 1. INSPECTION REQUESTS MUST BE MADE BY 4:09 PM THE PREVIOUS WORK DAY. 2. FAILURE TO COMPLY WITH ANY OF THE REQUIREMENTS MAY DELAY INSPECTIONS. 3. Each contractor shall have a business license from the EP Town Clerk prior to beginning work. 4. Toilet facilities shall he provided for construction workers, 5. Site housekeeping shall he maintained.. Inspections may be denied conditions are deemed unsafe. 6. Do not request any construction inspection more than 1. business day out. 7. Partial inspection requests are acceptable. 8. Inspection requests can specify a two hour window but will not he guaranteed, except for concrete. 9. This card and the permit must be posted on the job site for all inspections. and protected from the weather. 10. The temporary site address must be with .thc permit box ind visible from the public right of way. 11. Town approved plans and inspection record sign off card must be on the job site for all inspections. 12. All work shall be performed. and completed in strict compliance with the approved plans. The designer of record and the building official shall approve any and all changes or revisions. 13. 1.1 an unapproved change is identified the inspection may be terminated. immediately. 1.4. Work shall not proceed until the inspector has approved the necessary inspection. 15. Setbac.kinspections will not be performed by the Town unless all lot corners are clearly staked. 16. Found.ation wall inspections will not be .performed until a setback inspection has been approved. 17. A stamped, letter from a professional land surveyor / engineer may be required at .foundation wall inspection. 18. The appropriate sanitation district .must he contacted to make taps and "sewer service line" inspections, 19, The Town Water I...)epartment must be contacted to make water taps, 20, Electrical permits and inspections are provided by the State. Inspection approvals shall be signed on this card. 2 I . Permit applicants are responsible for assuring safe access to the inspection site. 22. All equipment and appliances shall be installed per their listings and the manufacturer's specifications. 23, 'Manufacturers' installation instructions and applicable documents shall he provided before or at rough inspections. 24. Installation instructions and other applicable documents shall be available for all inspections. 2,5. Ladders provided for inspection access shall meet OSHA regulations .for type, size and use. 26. Do not call for a final inspection until the contractor affidavit has been 'approved by. the Municipal Clerk.. 27. The .permanent address .shall be illuminated or reflective and comply with R31931. Amended. 28. Failure to request final inspections and meet all permit conditions may result in legal action being taken. 29. All lees !mist be paid prior to requesting final inspections. 30. A final inspection will not be done until the contractor affidavit has been accepted by the EP Town Clerk.. 31. Different departments have different lead time .for inspections. Their final approvals (when required) must on the .front of this card (see TOWN AND NON TOWN ENTITIES APPROVAL FOR OCCUPANCY/USE). 32. A re -inspection .fee may be assessed when; I) Inspection card and permit card are not posted; 2) The approved plans are not available; 3) Access to the site is not provided for the inspector; 4) Inspections are requested prior to the work being ready; 5) Previous corrections are not properly made; 6) Unapproved changes to approved plan. Additional inspections will, not be made until re -inspection fees are paid and the receipt is with this inspection card. PERMIT # erver13\buildingdept\Forn Date Requested Date Inspected JOB ADDRESS REQUESTED BY Inspector Building Division TOWN LIC. # CONTACT INFO. f 5 -- TYPE OF INSPECTIONS WORK SHALL OT PROCEED U TIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed C] Date Requested z 0 /0 - Date Inspected zo Z--/D JOB ADDRESS REQUESTED BY /67 Permit # Inspector / 2 T Building Division TOWN LIC. # _() CONTACT INFO. ST 0 TYPE OF INSPECTIONS A//vArZ. Aiccose/frz A-7Ait sit VATSr-4-474tiva 2rAf/v'Jrac/7- WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. 100.00 Re -Inspection Fee Assessed D Date Requested Z / Z /0 Permit# Date Inspected Z2/z-/0 q JOB ADDRESS REQUESTED BY WA- yivoW iT Inspector „6), T Building Division (' TOWN IC. # /10 CONTACT INFO. 3 0 3 S-O// TYPE OF INSPECTIONS WORK SHALL NOT PROCEED UNTIL APPROVED When corrections have been made, call for re -inspection: 970-577-3731. General questions: call 970-577-3726. $100.00 Re -Inspection Fee Assessed fl Foundation Detail Lap siding over iound.alion a minimum of 1". Finished grade 6" min. 8" Min, Note: Chk wilh1ocaf ' building deptmanl for swelling soii4 Caissons may be regui Max height 10' x 10" steel anchor bolts :&•ir 0.0, max., 7" min. penetration max. 12" from corner and 12" from each end of plate (min. 2 bolts per ate). r Bolibrkplate shall be treated ° or be se)o‘rated 'from concrete by an impelyious moisture barrier and di . 8" above grade /2" Minimum ncrete Slab rebar min, nt. top & Ibm with 18" IrPs ,,iO4/11,41,40: 45 ot.i Foundation Deta Lap siding over foundakon a minimum of 1" Finished grade Note: Check with Vocal building department for swelling soils. Caissons may be required. Extent of header Double portal frame (two braced wall: panefs) - Extent of header Single portal frame (one braced wall panel) Min. x ,251" Net Header: 11 1,000 lb, strap opposite sheathing 1,000 ib. strap •-----Fasten top plate to header with two rows, el 160 sinker nails at 3" 0.C, typ. Fasten sheathing to header with 8D common or galivaMzed box nails in 3" grid pattern as shown and .3" C.C. in all tram1ng (studs, blocking, and sibs) typ. ----Min width = 16' for one story structures Min width = 24°' for use in the first of two story structures Min, 2x4 banning 38" min. thickness wood structural panel: sheathing Min, 4,200 Ib. tie -down device (embedded into concrete and nailed into framing --- See :Section R602.10.3,3 This handout was develOped by the Colorado Chapter of the international Code Council as a basic plan submittal under the 2009 International Residential Code... it is not intended to cover all circumstances., Check :with your Department of Building Safely for additional requirements,. 5/18/10 — 1/2" x 10" steel anchor bolisEitti" 0,C.. max„ 7" min, penetration max, 12" from corner and 12" from eac:h end of plate (min.,. 2 bolts per plate). Bottom plate shall be min. 8" above grade, or be treated wood or decay resistive wood b:2" Minimum concrete stab Fiberboard expansion joint Provide #4 rebar vert @ 4,-0" 0.0. insert rebar into concrete footing or key way #4 rebar min. continuous fop of stemwall & at footing with 18" laps Typical portal frame — construction For a panel splice (if --- needed)., panel: edges shaft be blocked, and occur within 24" at mid -height, One row of lyp, she.aihing-to-traming nailing is required. 11 2x4 blocking is used, the 2x4's must be nailed together with 3 16D sinkers. Min, 1,000 Pb tie down device 5/18/10 Single Family ResidentialAddition 2x __rafters spaced "" O.C. or Manufactured Trusses spaced " O.C. (example: 2 x 12 Hailers Spaced 24° 0 C.) um ix ridge board (example: 1 x 12) Note: For roofs with slopes less than 4:12, tallow rnanufac.turer's instructions for low slope application of rooting material.. 12 pitch 1 Note: Attic ventilation and access may be required Provide roof tie downs Solid 2x blocking between rafters that are 2x12 or greater Property Address: /9100/1•„,./E00 v",40500) 'Sheathing (example:1/2' exterior (*wood) Note: Pre-engineered roof trusses. wrtruss clips may be used in lieu of roof structure shown, — Diagonal wind bracing or braced wall paners cornea's and each 25' of wall. Note: Pre-engineered floor systems may be used and should be instal ed according lo the manuaacturers installation instruCtiOns... v Check one Vented Unvented Access required Engineered: Design: Ca.ssions may te required it your • Aside has swelling soris„ A foundation designed by a ColoradoIeensed archiiteci or engineer may be required. Foundation: Engineered Design Foundation: Detail A /see page 3) This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2009 International Residential Code. II is nol intended lo cover all circumstances. Check with your Department of Building Safety for additional requirements. Roof covering (example. Cfass A 3 lab stmgles) IHOWN 0 [r.0 ' e ' 1.14114114A °110 Ceiling Insulation (example' R 3 all Insulation -- (erampie R 20 Fiberglass Batts) iling joists @ C.C. exon)p1esZA 8 re'i 24" ac,) Double 2x top plate (examp(: 2 x 6) (examp(e 23' :ei ing height__ (example. 8) 'iding example: lap or T.11 11 sheathing___ (Example: V2' exterior plyw000l) udsJ@_ O.C. example: 2 x 6 @ 24" 0.C.) Cont, 2x _ sill plate (exampde: 2 x 4) O.C. (example' 2x 10 4i24"1.9. 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