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PERMIT 2401 Arapaho Rd Single Family Dwelling 2013-08-06
Received Date 20/5 Town of Estes Park copy Permit Number NOTE: Use this For Division of Building Safety 170 MacGregor Avenue P,O. Box 1200 Estes Park, CO 80517 General Information (970) 577-3726 '1° FAX (970) 586-0249 www.estes.org or Long-term Residences 30 days or more., Job Address: 2.i-fa Lot: Block: 4 Subdviston: Received By Et_ Long -Term Residential Application/Building Permit Application Expires — f,29 — Permit Expire Condo: LI No 0 Yes; Lot Size: Parcel #: 3/10)-1-40;-00 Address: 96-6ag (Sta Contractor: Town 9hon(eZ:/'le-k-o6 License tt: Address:rat „ga.s.(7 (State) (Zip Code) Email address (REQUlRED):.. The Following Applies to New Work Only— Complete all that ap ly: ..... New Building 0 Alteration 0 Addition Master Plan# puilding Use : Owner / Residence 0 Rental —30 days or more 0 Accessory Dwelling ,s,Existing (Ise: ALL.A.Adj-- L-ot Proposed use::.. A./._eet.,"_„.cp--.644r,,,,,4_50_:; 4 of New Dwenings: t4. of New Kitchens: Sewer. 0 Estes Park Sanitation IfUpper Thompson Sanitation— 0 Private Septic — Requires Applicant to first go to the Health Department pluntbing Involved: 0 No Kees — State and 'Town Licenses Required Plumbing Fixture Worksheet Required, Fixtures, Add El Relocate 0 Replace 0 Demolish Water Service. 0 Existlng New - # of Meters: 2... , Meter Size: in Thes Electric involved• No ?Yes — State & Town License Required, State Permt a Inspection Required, Ternp Meter: 0 No VSYes • 5ervice: 0 Existing Ncss Overhead 0 Underground of Meters: Meter Size: arnps, Phase _Z. Voltage 2-g Type of Heat: OrGas 0 Electric Building Height: Ft. Job Description: et-) IETFurnace Boiler Fuel Gas Involver/41"N° 4 Yes— Qualifications and. Systern SizingRequired. Type: Natural Gas 0 t.PG of Gas Appliances / Outlets: have submitted the . "Iinimurin Submittal Checklist for Residential Construction Plans-2009 RC wtl Garage / Carport (sf) Attached Detached Porch w/ Roof Total Valuations Labor & Materia 7 ns • pplication„ Deck w/o Roof (sf) 232_ I certify 1hils application is true and correct and agree to perform the work described according to pians/specifications submitted, reviewed and approye.d, and comply with iocal ordinances, state and federal laws as well as building codes, I ce.rtify that have. the property owner's authority and permission to apply for this permit, Aciditionaily, I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION, Contractor 0 Owner Owner's Agent 0 Tenant gnature at . • .0* tt Nam., .„ Ar-"Lifro„. De • llrin 410111111Psar ob Dsn notion: Applicable Lode(. Occupant 1....oaW n14.57",e,C) Variances: Setbacks Zoning Building Officia Front Census 11 FuodLoad0-* 40 0405i0c Occupancy Clas.s(esl: Rot '51,5/75-,1"147 River Rear Hazards GeC VViicifire Date - Pt. Put -A Light i&l"Po"Weill""T"'""ll Plam ng--11l bare Building Plan Review Country Tax Cert, of Occupancy ' llServar 1Z.esideri0iii 1 IlwrPermittilLeng-lprra Residential! ilemla. 201 APPROVIli Itevise R- f.-•.RES J0E3 AI)I)I WNFR: CONTRACTOR: ESCR.IPTION OF' FAILURE '1() COMP )TINC:T NDATION WAI F,I 1VA IIUN FThLJ) INSPI (:'TION ENTIA PERM I NSI' ,.' " ON REC RE) RK e P WITH ANY OF THE REQUIREMENTS LEA NDATION SYST ' P R QQ I L N C. W A"I FAtxtitteXIF NG AI)ON SYSTEM PASSIVE ONLY NDERGROUND WATER SERVICE fNDATION WAI,I, .INSULATION SLAB INSULATION AR WATER STUCCO 'ALI.S / FLC)I Iw) I::)(:)WNS STIVE B :OAS PIPING ROUGH :T ROUGH 'LACE R()L.1(;,H "FRICAI. ROT? (HI FRAMING " Y W'AL.L E.I E(:"T FINAI SANFT"AT1ON OEI'AI IC' WORKS T" St POWER. EXTERIOR N "I"IIE FRONT C E tJIREMFN"IS ROUND FOOTING za/Y /© 3w wK CERTIFICATE i`OR PLANNING 2" LIFER GROUND I{OUNDA[ION WAIL (AT ION (FR FII IC'A T F FOR PLANNING NDATION DRAINFj INTERIOR PADS / FOOTINGS .UMBINC UNI)ER:SLAI3 )NIC SYSTEM UNI)ERS SEWER (SANITATION DEPT) RANE SYSTEMS AIR INFILTRATION BARRIER INDOW INSTALL/FT ASFIIN'G NE :)NE :. 0.RI) MA\ D ,'LAY IN, ECTI()NS 'IDR()OI RilI1,1)IN(. ROUGHS AND NON T()i "N :NT ITI:. TMF NT )7(I 577-37: 9.70-577-3721 970 577.3722 970 l.I-)F VENTING ROL IBINC,r ROI,tC:�II YhDI ONIC` PIPING FIR. C:KIN(:; /F' ER / WALE. / FLO( WLR PAN I,INEFR ti APPROVAL FOI I, AN fNSUI A"F°CC)N ANCY NCi, EPARTMF:'NT EPARTME:NT 'ARTMENT INCSAID ETY FINAL AP -PI HVAC FINAL. BUILDING FINAL.. RTANT 'I ELEPHONE NUMBERS lily Locate 3()C)- 1987 Xecl wt° Depart Works 970-586-3 State 970-577 :3588 Fire l)cp 970-586-4544 (;'csrs�rt 772-7858 970 577 -3589 97() 577-(:)9(4(:) 970-498-5:30 3 ( X:`eBuRdingDr pit\Forms R3-U1._,SIGN -CFF- CAR L"'x.docx TOWN OF ESTES PARK PERMIT INSPECTION RECORD CARD INSPECTION REQUEST LINE 970-577 3731 1 INSPECTION REQUESTS MUST BE MADE BY 4:00 PM THE PREVIOUS WORK DAY. 2. FAILURE TO COMPLY WITII 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 be provided for construction workers. .5. Site housekeeping shall be maintained. Inspections may be denied conditions are deemed unsafe. 6. Do not, request any construction inspection more than I business day out. 7. Partial inspection requests are acceptable. K. Inspection requests can specify a two hour window but will not be 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 the permit box and 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. AU 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 ill changes or revisions. 13.. If an unapproved change is identified the inspection may he terminated immediately, 14. Work shall not proceed until the inspector has approved the necessary inspection. 15, Setback inspections. will not he performed by he Town unless all lot, corners are clearly staked. 16. Foundation wall inspections will not be performed until a setback inspection has been approved, 17. A stamped letter from a pr(ifessional land surveyor / engineer may he required at foundation wall inspection„ '18, The appropriate sanitation district must be contacted to make taps and "sewer service line," inspections. 19, The TO wn Water 'Department must be contacted to make water taps. 20. Electrical permits and inspections are provided by the State, Inspection approvals shall be signed on th i card, 21 „ Permit applicants are responsible for assuring safe access to the inspection site. 22. All equipment and appliances shall he installed per their listings and the manufacturer's specifications. 23. Manufacturers' installation instructions rind applicable documents shall he provided before. or at rough inspections. .24„ Installation instructions and other applicable docurnents shall be available for all inspections. 25. 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 2.7, 'Hie 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 hei g taken. 29, All fees fillASt he raid prior to requesting final inspections. 30. A final inspection will not he done until the contractor affidavit has been accepted by the rr own 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 TUWN ENTITIES APPROVAL, Ft.* OCCUPAN('Y/USE). 32„ A rc-inspection fee may be assessed when: 1) Inspection card and permit card are not posted: 2) The approved plans are not available: 3) Access to the site is tot provided for the inspector: 4) Inspections are requested prior to Me work being ready: .5) Previous corrections are not prx per!y made; 6) Unapproved changes to approved plan., Additional inspections will not he made until Iva nspeetion tees are paid and the receipt is with this inspection card. PERMIT # •, X:.Buil6o(jDept',F)rrnSAF13-(„Ji„„SICIN.oFF.cARD,thpcx !C.,0eAM(Titto 14) tit. kLkite4t ESTES PARK COLORADO 14;vk)si Datc.: April 17 2012 Certificate Two: Roof Rtelgeline Elevation Date February 28, 2014 Project Description: Single -Family Residence Project Address: 2401 Arapahoe Road, Estes Park, CO Legal Description and/or P1D: Lot 4, Block A, Arapahoe Meadows, Phase 1 Sub PUD 1, Lonnie A Sheldon , a duly registered survey n the State of Colorado, hereby certify to the following. A survey of the structure referenced above was performedunder my responsible charge on February 28 , 20 14 This survey used the survey contro paint located at an elevation of 8014,26' and established on August 16 , 20 13 The result of this survey showed: (1) The approved plans indicate a maximum allowed roof ridge elevation of 8055 1' feet. (2) The roof ridge elevation is 8056.84 (3) Pick a, or b. a. The building height complies with the approved plans X b The building height does not comply with the approved plans. NOTES: the finished roof ridge height is different than originally proposed, however, complies with the EVDC (refer to attached calc. sheet) Van Horn Engineering & Surveying, Inc Company Name 1043 Fish Creek Road, Estes Park, CO 80517 Mailing Address (970) 586-9388, vhe@airbits.com Phone and email Lonnie A Sheldon Print Name of Surveyor:). e, / Surveyor's Signature and PLS Number 0 RE, 3 •,.**- • " '----SEAL 2 (.3 9 74 7," , ) VA HORN ENGINEERI G AND SURV ING 1043 Fish Creek Road — Estes Park, CO 80517 970) 586-9388 — Fax (970) 586-8101 — vhe@oirbits.corn / ) ,`"),V C„',44 (-7 601g, 471; C)/ ; h. a Ci it'el cf.,7b 401 ,12.e7:5 76; ET,I0 t--.! 2 0. IL i 444, 1:14' e 312 111011A)‹ 1A42-4.,) c)e JOB NAME: JOB NO.: .0 CP 1 1*/C191'7 )°C SHEET 1 OF / s (;) BY: (?.."(/!')/ DATE (*JP Yii MOOMMIMMIITIMIAMMAVMVOAMIMIMMIIIVAMMIMINDMMINNNIMINMMMINMWMIIIXIMWIMIIINVMMMMMIMYXMIONIMHIIMAMAXIMIAIIMIMWMIMSIIKIMMMVAMVMSYMOVIIMIINMWMOJIIIVAXINIWMMYIMMIAMIMINMVIMSOMYMMMOIUIMIMMIMIMIMMMM ,WHMAMMERNIENNININNOMENIMONNENSUMMUMNISHMSBNIKVAMOSMIRMINOVR FAVfh lifilkilliMINERUMBERIMERIBMINIMMINIMINNIMMENIMANINNENNENIK MOMMININIMMUNIMMIMINIMIMEMIM,IIMMIMMINIIIIMMAMIKINAIIMICOMMAIMMIMINISONIMMIAIMINMEIMMIMMIMMOMIMMOMMalliNIAIMIMMIM AINMIIAMMMIMIMMIMMMMIIMIIIMOMMIMMOIOIOIMMIMOMSMN 0 e laws and ordinances Certificate of toe!) Gr.1 0 <1, — P 111,107,0.04 r f ans, OW =WON iffinfiA AVM ' and Address of Owner (s MilMalf.1111111/MIMIAMMIMAIMIMMIIWIMMIIMMININIMMIMMINIIMMINIMUMMINGUMMIIIMIMIRMOMMOMM,11101KMIIMMIONIMMOMMINOIMIIMMIIMINIMXIMVIMMOMMIRMICOMMIMMIMMOMIUMMOMMIM VAMINSBANNINNWMONIMIMMINMI IVIOSINSIN f a a swam NM ININIENNEM EIMISMOVEMINUMNIUMMINSIMNI, SIENNIM sommeamosca IIIIMIYAIMIMMMMIIIMMMMIPIVXMINPIIWVMOIYMMIOINAMNZWWMMMGMMIAIMOIMIMIMSPIIIMIIMMMIMVIIZPTMMMMIM1IVOIVOOYMMMMNVAU DRYLAND STUCCO, INC. P.O. BOX 270626 Fax: (970) 282-1384 Ft. Collins, Colorado 80527 (970) 282-1018 DATE: 07/21/14 fo:.Kingswood Homes R.e: 240.1 Arapahoe R.oad Estes Park, CO This letter is to verify that al i hard coat stucco and weep !lashings were installed to the manufactures recommendation on the address listed above, .Dryland Stucco, Inc. takes full responsibility and doesn't h Kingswood Homes responsible in rny way for the insh,dlation. Please feel free to contact me if I can be of further service. Cordially, Thomas 1.). Combs President -Fown of Estes. I'ak i1nI CO 2:401 ArapahoIi tits://thathipogle.cornimaif/u/0/?Iii=2&ik=8(15aeadZh5&,view=pt&s,.., ' Charlie Phillips <cphillips@estes.org> CO 2401 Arapaho Rd 1 message Kevin Ash ‹kash@estes,org> Tue, Jul 22, 2014 at 11.04 AM To: Charlie Phillips <cphillips@ostes.org›, jared@homesbykingswood,corn Public Works has signed off. I would like to see a drainage channel graded in along the south side of the driveway and along Arapahoe Rd to the property line. Kevin Ash, PE Interim Public Works Director Town of Estes Park 970.577,3586 office 970,227,0437 cell kash@estes„org 1 of I 7/22/2014 2:53 PM Printed: 2/27/2014 Permit Record Report Page 1 of 9 Permit Number: B-9472 Parcel Number: 3402105004 Address: 2401 ARAPAHO RD ESTES PARK, CO 80517 Applicant: Address: Kingswood Constuction 152 Stanley Circle Drive Estes Park, CO 80517 Status: ISSUED On Hold By: Filing Date: 8/6/2013 Decision Date: 9/4/2013 Application Expiration: 1/29/2014 Permit Expiration: 3/4/2015 Last Edit Date: 8/2/2013 Last Edited By: Charlie Phillips Comments: 2014-02-27_ Rec'd stamped Itrs fm eng dated Feb 25, 2014 re: foundation change and framing changes_ CP 2014-02-25 - REC'D FOUNDATION P. DRAIN AND DAMP PROOFING AFFIDAVITS. CT 2014-02-24_Rec'd stamped Itr & drawing re; struct change at garage / residence alignment_CP 2013-10-31 Rec'd setback cert_CP 2013-09-04_Rec'd sanitation sign off, issued permit, chk sent to finance._CP 2013-08-29_Approved pending sanitation sign off & payment_CP 2013-08-06, Rec'd revised drawings meeting minimum requirements for plan subrnittal_CP 2013-08-02__Rec'd application and drawings in inbox, completeness review indicates plans insufficient to review for plan check, notified designsr & contr by email dated 8-2-2013 12:17 pm, relayed items to be revised / added to designer over the phone_CP Applicant Role: Contractor Phone: 970-586-6550 App Accepted By: Decision By: Team Leader: Default Inspector: Appeal Filed: Decision: Date: Appeal Comments: Owners: Name: Daie L. & Carol Carr Purchase Date: Contractors: Name: Kingswood Constuction Type: Builder Local Phone: 970-586-6550 Primary? Materials: Type Rate Units Value Printed: 2/27/2014 Permit Record Report Page 2 of 9 Permit Number: B-9472 Total Value: 274,858.00 Fees and Receipts: Number Description Amount Zoning Compliance Review Fee $85,00 Water department $11,308.00 Light & Power $320.00 Building Permit Fee (Auto) $1,973.75 Plan Review (Calc) $1,282.94 County Tax (Calc) $824,57 Certificate of Occupancy $50.00 Total Fees: $15,844.26 $15,844.26 Total Receipts: $15,844.26 Inspection Schedule: Type: Request Date: Requested By: Status: Inspections: Inspection # Type Pass? Date inspector 0 nspection Correction: Correction Description: nspection Condition: 1 Condition Description: Approvals: File Received: 8/6/2013 Decision Date: Status: 8/29/2013 Approved Department: Building Approval Reviews: File Received: Review Completed: Reviewer: Status: 8/29/2013 8/29/2013 Charlie Phillips Approved Comments: Approvals: File Received: Decision Date: Status: Department: 8/6/2013 8/22/2013 APPROVED Light and Power Comments: See fees, Printed: 2/27/2014 Permit Record Report Page 3 of 9 Permit Number: B-9472 Approval Reviews: File Received: Review Completed: Reviewer: Status: 8/22/2013 8/22/2013 Joe Lockhart APPROVED Comments: See fees. Approvals: File Received: Decision Date: Status: Department: 8/6/2013 8/21/2013 APPROVED Planning Comments: PLANNING DIVISION SITE VISIT PRIOR TO CO/CERTIFICATE OF COMPLETION Call for a Planning Division site visit two weeks prior to issuance of the certificate of occupancy (Dave Shirk, 577-3729, or dshirk@estes.org). The two week timeframe is intended to allow for resolution of any items prior to issuance of C.O. LIGHTING Per EVDC 7.9, all new exterior lighting must comply with the code, including shielding or concealing light sources. DRAINAGE/ERIOSON CONTROL/SEDIMENTATION Construction activity shall not result in or contribute to soil erosion or sedimentation and must not interfere with any existing drainage course in such a manner as to cause damage to any adjacent property or result in the deposition of debris or sediment on any public ways, must not present any hazard to any persons or property, and must have no detrimental influence upon the public welfare or upon the total development of the watershed. FEATURES ALLOWED WITHIN BUILDING SETBACKS EVDC 1.9.D lists the features allowed within building setbacks. Cornices, canopies, eaves or other sirnilar architectural features are allowed within the building setback provided they extend no more than three feet into a required setback or yard. Encroachments into utility easements are not permitted. SETBACK CERTIFICATE 1. A setback certificate sealed and signed by a Colorado registered land surveyor is required at the foundation inspection. Two stamped Printed: 2/27/2014 Permit Record Report Page 4 of 9 Permit Number: -9472 certificates shall be provided in the permit package; at least one must be an original. The building inspector will leave a copy of the certificate in the permit box and will bring the original certificate back to the Building Division to be filed in the address file. 2. The setback certificate shall comply with the approved form available in the Community Development office, or alternative approved by Staff. HEIGHT CERTIFICATE 1, Height certificates shall comply with the approved forms available in the Community Development office, or alternative approved by Staff. 2. Step One: Prior to any site excavation, a surveyor must establish a survey control point, as identified on the approved site plan, 3. Step Two: A certificate sealed and signed by a Colorado registered land surveyor must be submitted and approved prior to pouring the foundation; this certificate is to verify the Finished Floor Elevation complies with the approved plans. The general contractor shall provide two stamped certificates in the permit package. At least one must be an originai, The inspector will leave the copy of the certificate in the permit box and will bring the original certificate back to the Building Division to be filed in the address file. 4. Step Three: A surveyor certificate prepared by a land surveyor shall be submitted at the rough framing inspection (roof trusses in place); this certificate is to verify the roof ridgeline complies with the approved plans. The general contractor shall provide two stamped certificates in the permit package. At least one must be an original. The inspector will leave the copy of the certificate in the permit box and will bring the original certificate back to the Building Division to be filed in the address file, This certificate shall verify the roof elevation complies with the previously approved maximum elevation. 5. Per EVDC 1.9.E.3 residential chimneys are exempt from the height standards only to the extent required by the Uniform Building Code. Wireless telecommunications facilities and structures are also exempt only to the extent allowed by the specific provisions set forth in Use Tables 4-1 and 4-4 in Chapter 4 and in 5,1.T of the EVDC. Printed: 2/27/2014 Per it ecord Report Page 5 of 9 Permit Number: B-9472 DRIVEVVAYS Driveway shall comply with approved site plan. Compliance with EVDC Appendix D is required, this includes limits on driveway grade and driveway width at the street line. Driveway grade cannot exceed 12 percent, width at street line cannot exceed 30 feet. Driveways and sidewalks shall be set back at least three (3) feet from an adjacent property line unless owners of abutting properties agree in writing that the edge may be closer to or abut their common property line (Ord. 8-05 #1). Driveways may be built within the required building setback, but parking areas cannot, Approval Reviews: File Received: Review Completed: Reviewer: Status: 8/22/2013 8/22/2013 PHIL KLEISLER APPROVED Comments: PLANNING DIVISION SITE VISIT PRIOR TO CO/CERTIFICATE OF COMPLETION Call for a Planning Division site visit two weeks prior to issuance of the certificat of occupancy (Dave Shirk, 577-3729, or dshirk@estes.org). The two week timeframe is intended to allow for resolution of any items prior to issuance of C. LIGHTING Per EVDC 7.9, all new exterior lighting must comply with the code, including shielding or concealing light sources. DRAINAGE/ERIOSON CONTROL/SEDIMENTATION Construction activity shall not result in or contribute to soil erosion or sedimentation and must not interfere with any existing drainage course in such manner as to cause damage to any adjacent property or result in the deposition of debris or sediment on any public ways, must not present any hazard to any persons or property, and must have no detrimental influence upon the public welfare or upon the total development of the watershed. FEATURES ALLOWED WITHIN BUILDING SETBACKS EVDC 1.9.D lists the features allowed within building setbacks. Cornices, canopies, eaves or other similar architectural features are allowed within the building setback provided they extend no more than three feet into a required setback or yard. Encroachments into utility easements are not permitted, Printed: 2/27/2014 Permit Record Report Page 6 of 9 Permit Number: B-9472 SETBACK CERTIFICATE 1. A setback certificate sealed and signed by a Colorado registered land surveyor is required at the foundation inspection. Two stamped certificates sha be provided in the permit package; at least one must be an original. The buildi inspector will leave a copy of the certificate in the permit box and will bring the original certificate back to the Building Division to be filed in the address file. 2. The setback certificate shall comply with the approved form available in th Comrnunity Development office, or alternative approved by Staff. HEIGHT CERTIFICATE 1. Height certificates shall comply with the approved forms available in the Community Development office, or alternative approved by Staff. 2. Step One: Prior to any site excavation, a surveyor must establish a surve control point, as identified on the approved site plan. 3. Step Two: A certificate sealed and signed by a Colorado registered land surveyor must be submitted and approved prior to pouring the foundation, this certificate is to verify the Finished Floor Elevation complies with the approved plans. The general contractor shall provide two stamped certificates in the pe package. At least one must be an original. The inspector will leave the copy o the certificate in the permit box and will bring the original certificate back to the Building Division to be filed in the address file. 4. Step Three: A surveyor certificate prepared by a land surveyor shall be submitted at the rough framing inspection (roof trusses in place); this certificate is to verify the roof ridgeline complies with the approved plans. The general contractor shall provide two stamped certificates in the permit package. At leas one must be an original. The inspector will leave the copy of the certificate in t permit box and will bring the original certificate back to the Building Division to filed in the address file. This certificate shall verify the roof elevation complies ith the previously approved maximum elevation. 5. Per EVDC 1.9.E.3 residential chimneys are exempt from the height standa ds only to the extent required by the Uniform Building Code, Wireless telecommunications facilities and structures are also exempt only to the extent allowed by the specific provisions set forth in Use Tables 4-1 and 4-4 in Chapte 4 and in 5,1.T of the EVDC. Printed: 2/27/2014 Permit Record Report Page 7 of 9 Permit Number: B-9472 DRIVEWAYS Driveway shall comply with approved site plan. Compliance with EVDC App ndi D is required, this includes limits on driveway grade and driveway width at the street line. Driveway grade cannot exceed 12 percent, width at street line ca no exceed 30 feet. Driveways and sidewalks shall be set back at least three (3) feet from an ad ac nt property line unless owners of abutting properties agree in writing that the edge may be closer to or abut their common property line (Ord. 8-05 #1). Driveways may be built within the required building setback, but parking areas cannot. Approvals: File Received: Decision Date: Status: Department: 8/6/2013 8/20/2013 APPROVED Public Works Comments: Drainage on Site Plan lacks detail. Site visit confirms that no adjacent property will be impacted by drainage. Driveway connection is at a high point in Arapahoe Rd so a driveway culvert is not required. Driveway slope of 12`)/0 is not verified with spot elevations and/or contours. This slope will need to be verified prior to CO. Approvals: File Received: Decision Date: Status: Department: 8/6/2013 9/4/2013 Approved Sanitation Comments: Approvals: File Received: Decision Date: Status: 8/6/2013 8/23/2013 Approved Department: Water Approval Reviews: File Received: Review Completed: Reviewer: Status: 8/23/2013 8/23/2013 STEVE RUSCH Approved Comments: Certificates: Temporary Certificate of Occupancy Issued: By: Expiration: Certificate of Occupancy Issued: By: Occupancy: Conditions: Date: Status: Condition Description: Code: Printed: 2/27/2014 Permit Record Report Page 8 of 9 ermit Number: B-9472 Condition Comments: Violations: Violation Date: Violation #: Agency: Status: Deadline: Violation Description: Other Fields: Work Discription New detached SFD 101 New SF Detached Permit Type Building $274,858.00 9/4/2013 No 0 0 Printed: 2/27/2014 Permit Record Report Page 9 of 9 Permit Number: B-9472 0 0 0 0 0 0 0 Sig Received Date „L.:24:F'. 205ir To n of stes Park Permit Number Received By pUcation for m u• in Per Department of Building Safety 170 MacGregor Avenue PO Box 1200 Estes Park, CO 80517 General Information (970) 577-3726 • FAX (970) 586-0249 • yrwidteste,org Job Address Lot: Block: A Subdivision: Owner Name: Address: 77( Contractor: Address: / (Street) (City) Town License #: Lot Size: Parcel #: 31'22,/ Ph (State) e. 503-274-9 53L Phone: (Zip Code) (Zip Code) sf0 Approval on non Town entities is the responsibility of the permit applicant. Please obtain the appropriate approval(s) of the following authorities„ as advised/highlighted by the Building Official. Each authority will have its own requirements, policies and procedures, and fees which are distinct and separate from Municipal requirements and fees. Permits will not be issued prior to obtaining required approvals. 1, SANITATION DISTRICTS Upper Thompson Sanitation District Laj Estes Park Sanitation E] New Construction EJ Adding, Relocating or Vacating Plumbing Fixtures Adding Square Footage to Existing Building Footprint E Adding or Vacating Septic System an terceptor Grease interceptor ,tf.24-7 Approved 2- LARVI'VlER COUNTY HEALTH DEPARTMENT n Commercial Food / Drink Preparation D Alcohol Sales (On Premise) r, Day Care (6 Or More Children Under Age 18) [1] Septic System E Sewer Lift Stations J Public Swimming Pools, / Spas / Hot Tubs Approved Date SANITATION S MENTS:'. Al") Note: New Interior Grease Traps are prohibited by the Bulld)ng Department and the Health Department. HEALTH DEPT, COMMENTS: 3. ESTES VALLEY FIRE PROTECTION DISTRICT FIRE DISTRICT COMMENTS:: Approved Date Applkafions \ Build k Page 2 Re'd;eci 2/02120 H KT Permit Number Address "Vp s Department of Building Safety PC VALUATION WORKS Z 41-C) e(' Basement - Unfinished Sq Ft ( (Foundation & Bearing P s. Only) Basement - Semi -finished (Framing Only) Basement - Finished' Existing Basement Finish '6/ .8/7"egae.,‘ .47"77 C. Dwellings Garage Carports (Open -,>/, 2 sides) Decks- (Open) Porches - (Roofed) FEES: Building Permit Fee Plan Review Fee County Tax Cert of Occupancy TOTAL $21.98 per Sq Ft Sy Ft. @ $28.81 per Sq V't Sy Ft (.(.) $34.58 per Sq Ft Sq Ft @ Sy Ft Ca) $12.60 per Sq Ft $114.76 per Sq Ft 5 2 5- Sq Ft @ $34.03 per Sq Ft /7 Sc Ft @ $20.61 per Sq Ft Sq Ft @ $19.58 per Sq Fr r ' —7— ' 8 Sy Ft @ $41.23 per Sq Ft TOTAL VALUATION: 4g4147(P1 \Serverakonun_dev\BItildingTorms\Variot„" - ARC Valuation WorksheeLdoc Rev 10117/08-CB S Al 7- 0 Al ri 9e3 g -r 7- 171 Ai AUG 6 209 fi.3v 401.1 S ES E CHAPTER 4 AL E 4ERGY .FFICIE SECTION 401 GENERAL chapter applies to residential buildings,. ompliance Proiect,shafl comply with Sections 4,01, 46274, 402.5, and 403 1,, 4,03,2,2, 403 2 3, and 403,3 through 403,9 (referred to as the mandatory provisions) and either, 1, Sections 402.1 through 402,3, 403,2,1 and 404 1 (pre scriptive); or 2. Section 405 (performance). 401.3 Certificate. A permanent certificate shall be posted on or in the electrical distribution panel„ The certificate shall not cover or obstruct the visibility of the circuit du-ectory label, service dis- ed. 1,2bei by othes rei,yaVied The certificeakt ?kratk mpleted by the builder or registered design professional, The -ertificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, basement all, crawlspace wall and/or floor) and ducts outside condi- toned spaces; ti-factors for fenestration and the solar heat gain coefficient (SUGC) of fenestration, Where there is more than one value for each component, the certificate shall list the value cover- ing the largest area. The certificate shall list the types and efficien- ICY cies of heating, cooling and service water heating equipment Where a gas -fired unvented room heater, electric furnace, or base-. board electric beater is Installed in the residence, the certificate shall list, "gas -fired unvented room heater" "electric furnace" or "baseboard electric heater," as appropriate, An efficiency shall not be fisted for gas -fired unvented room heaters, electric furnaces or electric baseboard heaters, 0001 SECTION 402 UtLD1 G THER AL ENVELOPE 402.1 General (Prescriptive). 402.1.1 Insulation. and eeriest nation criteria. The building thermal envelope Shall meet the requirements of Table 402,11 based, on the climate zone specified in Chapter 3. 402.1.2 R-value computation —Insulation material used in layers, such as framing cavity insulation and insulating sheathing, shall be summed to compute the component R-value. The manufacturer's settled R-val.ue shall be used for blown insulation, Computed R-values shall not include an R-value for other building materials or air films, TALE 402.1.1 INSULATION AND FENESTRATION illeWirIEMENTS BY COMPONENT CRAWL GLAZED WOOD MASS BASEMENT SLAB° SPACE" CLIMATE FENESTRATION SKYLIGHTb FENESTRATION , CEILING FRAME WALL WALL 1 FLOOR WALL , R-VALUE WALL ZONE MFACTORb U-FACTOR SHGC" , R-VALUE *VALUE , R-VALUE' ' R-VALUE R-VALUE & DEPTH R-VALUE __. _„... 1.2 0.75 0.30 30 13 3/4 13 0 0 0 2 0.69 0,75 0„30 ,30 13 4/6 13 0 0 0 3 0.50/ ' 0 65 0.30 30 4 except 13 5/8 19 5/13f 0 ' 503 0,35 0 (v0 NR 38 13 500 19 10/13 , 10,2 10/13 Marine 0 „1.5 160 NR 18 20 or 1 -3405' 13/17 10‘' tlnC 5 and 4 6 035 060 NR 49 20 or 13+5h , 15/19 ‘. 301 NR 49 21 19/21 38g _ 15/19, 0119 10, 4 ft 10 4 ft 10/11 Fur S10 \nm iota a... 8- values are finial MUMS.. U, factors' and SHGC are 711111X {MUMS. 119 bans corrapressed into a nominal 2 x 6 framing cavity such (hat the 8-1,B4lei redoced, by R-1 more shall be marked with the compressed butt fe-value in addition to the full thickness. R-value„ h. The fenesitution 0-factor column excludes skylighLs. The SHGC column applies to nil glazed fenestration, c. "15/19' means R-I5 continuous insulated sheathing ori the interior or exterior of the home or R-I9 cavity insulation at the interior .of the basement wall, '15/19" 011111 be permitted to he net with R-13 cavity insulation on the interiorof the basement wall plus R.-5 continuous insulated sheathing on the interior or exterior of the horne. "10/13" means R-10continuous insulated sheathing on the interior or exterinrof the home or R-13 cavity insulation at the interior of the basement wall, d R-5 shall be added to the required slab edg.e. R-valucs tor heated slabs, Insulation depth 0.3hal1 be the depth of the footing or 2 feet„ whichever is less in Zones 1 through 3 for heated slabs There are no SHOC requirements in the Marine Zone Basement wall insulation is not required in wttmi humid loe.ations as defined by Figure 301,1. and Table 3.01.1. Or insulation! sufficient ID 60 the framing cavity, R-19 minimum "i 34-5" means. R-I3 cavity insulation plus R-5 insulated sheathing, IT structural sheathing over 25 percentor less of the exterior, insulating sheathing is not required where structural sheathing is used, If structural sheathing. covers more than 25 percent of exterior, structural sheathing shall be supplemented with insu- lated sheathing ntait, least R02, i. The se ood R-vatut applies when more than WC the insulation is on the interiorof ttv, [TAMS Vail For impact. rated fenestration complying with Section R.301.2 1,7 od the International kesidentinl Cade or Secikno 0608,1,2ot the her motional Braiding Code, the maximum di- factor shalt be 0.35 in Zone 2 and 065 in Zone 3. e. f, g 2009 INTERNATIONAL ENERGY CONSERVATION CODE° 27 OM 1 CUSTOMER NAME SERVICE ADDRESS MAILING ADDRESS TONNA (it, ESTES PARK IA 311T and POWER WORK ORDER 171) MacGregor Ave P.O. Box 1200 Estes Park. CO 80517 PARCEL # VOLTAGE METER TYPE UTILITY ACCOUNT # CASH RECEIPT CODE: CONNECT FEE LABOR VEHICLE CHARGES MILEAGE ITEM CONNECT FEE - UNDERGROUND TEMPORARY METER RESIDENTIAL CL 200 METER Bud Carr/Kingswood 240'1 Arapaho 120/240 KWH Mt 50.00 LE 80„00 LE 190,00 N/A DATE„ June. 6, 2013 PHONE WO # 11673 CALC BY. WJL RATE AMPS PHASE 71 200 SINGLE NEED TO BILL NO LE CONTRACT NO SERVICE APP YES 5 YR CONTRACT? NO UNIT COST QUANTITY TOTAL USED CHANGES? 60 00 N/A N/A N/A N/A N/A 32.50 0.80 190.00 50,00 80.00 1 190 00 1 50.00 80.00 320.00 DESCRIPTION OF WORK TO BE DONE: This is for a new service COMPI_EITION SIGNATI„)RE: DATE TOWN OF ESTES PARK APPLICATION FOR ELECTRIC SERVICE The undersigned Owner/Tenant of the premises described below, DATE: June 6, 2013 WORK ORDER # 11673 (name) Bud Carr/Kingswood (service address) 2401 Arapaho (billing address) 0 0 0 hereby applies for electric service to be furnished at said premises by the Town of Estes Park starting: UPON COMPLETION OR UNDER THE (check one) Residential X or Commercial Rate Number 71 Deposit Amount $320.00 The applicant understands and agrees, as a condition for receiving electric service, to abide by and conform with all of the rules and regulations of the Town pertaining to electric service, including the requirements of the Town relating to electric installations, r-ispections. licensing, applicable deposit policy, permits, regulations, and policies, access by Town personnel for meter reading and maintenance, and the terms and conditions of the requested rate class. Applicant agrees to pay promptly all bills for service as rendered at the above ocation. Applicant (signature) 4'99/500 Town of Estes Park Water Department Buildinc,, Permit Application Review Results Permit # J3-9472 Owner name Bub mad Carol Carr Address 2401 Arapaho Rd. Phone number (303) 776-8331) Drawings submitted by Drawing review date 8/23/2013 Drawing name 110a16ngs appm Drawings nw approved [ Detailed instructions 1 Please sublat the 116.:)11(0,61 g chocked items lint of NICW(.11)? Priavide proof of this. properliets) inclusion in Northern Colorado Water Conservation District Tap outside town Emits 1„... __11 Application for water tap outside town limits (Suppliedfor each property to he serviced) Fixture count 11111] Prior to demolition. to determine applicable credit& (Forfeiture after .demolition) Other ((omments) Single fannly dwelling units 1 $ 107113.00 ea Single family units total Plant Water rigiaqimP Multi family dwelling units 0 $7,499.00 ett Multi family units total % Mane '11,111i,./ Water righa 1.E,T) Accominodation dwelling units 0 $0,428.00 o Accommodation dwelling unitS (Mai Plum fte 110,'R 111f10o r(Orts fr Non accommodation fixture units 0 $0.00 ea.. Non accommodation fixture units total 1171111') Plant li)v. Wider rights 11:onn.ection charge 1 S250.00 ea, Connaection charge total Outside town limit application filing lee 1.ontracr line itgreement fee Conn-ac8 ine Agrumenu hnly: Water meter size 3/4 Number of water meters Water meter size Number of water meets 0 PrITIONA Friday,. August 23., 2013 I own of Estes Park Water Department P.O. no. 1200 Estes Park, CO. 80517 Phone 0 970-577.3608 Water metei- total Wale' meter total 11111111111 $10,713 00 s 5. 263 101 00 S0.00 so.00 S0.641 00 till OH 50 NV SO 00 so 00 5000 $250 00 $0 00 00 $345.00 $0.00 Page I of 2 Water Rate (.7".lassification for DiIiij 111H Urban Residential I 1 Rural Residential Urban Commercial Rural COMIIICITia,i Pumped Flow Ll Bulk Water (:vcts Scvtk 1)4,',4V 1(14 ir'yhr Y;rduc ihr r 0 \ SOMO= $litA10 Nam' 1 e 0 )..D (livR)Ilater Rho rec. Jr(J N $0,00 = 51L00 WI') Plant Pin:, SO.(10 (WR) i 1?i >/o 1 SO.,00 0.00 = SOAR) (P1) Piaui Fee SO.00 (WM Wato RAgirts Fec SO.00 0 N. S0.00 SO.00 WO Pinta Fee ,,,,,, SCLOO 0010 Water Fee S0.00 ("ross-coliiio.ii ion Control lecluirementsIliackflowl rive SOOpreSSiOn PT1Med 1:111; Friday, August 23, 2013 IOW11 of F. stes Park Water Department KO. I3ox 1200 Ustes Park, CO 80517 Phone 0 970-577-3608 Miscellaneous Applied CredW 'SUM() Applied credits m otal fees due 11,."018,1I0 Page 2 of 2 Received Date ;Ze"„)./3 Town of Estes Park Permit Number 9410.2 Received By C',41.,'1: '" Long -Term Residential Application/Building Permit Division of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires i . 29 a 20 / d; General Information (970) 577-3726 " FAX (970) 586-0249 '1 www.estes.org NOTE: Use this Form for Long-term Residences 30 days or more. Jab Address: Block: P Subdivision: Contractor: / (Stree In1 (Street) Email address (REQUIRED): (City Condo: 0 No 0 Yes; Parcel #: Permit Expires Phone: "3 0 6- 30Sa--Y (State (Zip Code) Town License #: Phone: ?,,f2-&', c_ „gas/7 (State) (Zip Code) The Following Applies to New Work Only - Complete all that apply: New Building 0 Alteration 0 Addition Master Plant* Duilding_Usefs): ner / Residence El Rental -30.days or more 0 Accessory Dwelling . Existing use: Proposed use.: ; # of New Etwellings:i _ ; # of New Kitchens: ,...-- •. 5_9ve Li 1 EtesPark Sarutation Upper Thompson Sanitation Private Septic - Requires Appcanttofirst go to the tiealth Department. Plumbing Involved: 0 No Yes -State and Town Licenses Required; Plumbing Fixture Worksheet. Req.uired, • Fixturesp Add 0 Relocate 0 Replace C Demolish Water Service:, 0 E.xisting New - # of Meters: 1- . Meter Size: _ inches . _ Electric involved: 0 No es - State & Town License Required: State. Permit crud Inspection Required. Temp Meter: 0 NoYes Service: 0 Exislin New 0 Overhead 0 Underground # of Meters: Meter Size. amps; Phase Voltage Type of Heat: 7Gas nace I Fuel Gas InvolvedrldrNo Yes - Qualifications and System Sizin Required. 0 Electric 0 Etoiler T pe: ; Natural Gas C tPG # of Gas Appliances / Outiets:_ Building Height: It: ob Description: Basement Fin Unfin Ho° f) Fin / g_S Unfin 2rla Floor (sf) Fin Unfin Garage / C. Attached • Detached Porch w/ Roof (sf..c8 Total Valyatit ltabor Rs Materials) I have submitted the . nimum Submittal Checklist for Residential Constructions-2009 IRC with this application. Ded w/o Rod (s-02.32. I certify this application is true and correct and agree to perform the work described according to plans/soecificEitioris submitted, reviewed and approved, and comply with local ordinanc:es, state and federal laws as well as building codes. V certify that I have the property owner's authority and permission to apply for this perryperrrt,Additionally, I UNDERSTAND THAT I AM RE.SPONSIRLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMiTS,INSPE.CT/ONS AND OTHER FEES ASSOCIATED WITh. THIS APPLICATION. )Contractor 0 Owner 0 Owner's Agent 0 Tenant Signature b De on: Applicable Codels7i occLiparit Load(s). Variances; Setbacks Esdirlding Gstficial Type of Const. Occupancy Classfes): Flood LoadIsli. Roof 0,„oad: Front SIde Rear 1River Census 0 Hazards GC o Flood Date Public Works Ne ter Light t Plower Planning 're Building Plan Rev Co JOLY Tx Cert. of Occtsaancy Approved Disapproved Total 1 'owa'AL [3.1.%Lhilg l'efrrna 2011 /1.1"10O \TD.d)G Rol;::Qa t:r71201, I- KT ,1 t WIINIMU.V1 PLOT PLAN SI?:]CIFICArlill0 ' i l (FOR PROPERTY IN THE ESTES VALLEY) Requiredinformation must be provided and verified by checking the appropriate review box. Inconylete submittals will not be accepted ud ‘vill delay the review prt.tcess unless specifically waived. by 1 own Staff. Plans that have been marked in red ‘vill not be accepted. t"roperties within -t own Boundaries: 'Town Staff requires 5 identical Plot Plans and 2 identical sets of Building Plans for residential subinittals, 6 Plot Plans and 4 Building Plans for conintercial submittals. pSf The following information is required on plot plan submittals: A plicant tafStaff Review Re iew Waiver A. Legal Description if Subdivison 1'11)(V:tree1 ldentili 'ado))) number if Metes & Bounds. Also include Vicinity Map if new Commercial construction. B. Identify graphic scale used (Scale rmist be 1-,20' or larger). Legible Plan, Maximum paper size accepted 24- x 36", Directional Arrow -North. Propertyline distances & beari'ngs. D. Minimum required setbacks estabifished in E.,VDC or platted building en tidopes. Proposed setbacks, k. Other required setbacks as applicable (wetlands, rivers, and streams), F„ Show location & dimensions of all buildings, 'including any decks or porches on lot. Indude eaves it' they encroach into property line setbacks. O. Show existing and proposed easements te.g. utility, access, drainage). H. Identify location of all utilities & proposed service taps. (electric, gas. vvater, sewer) include pipe materials used for water and sewer lines..Examples: 'Water- Type K Cu, Sewer- SDR35 Note: Utility connections within a street shall be close enough together to create only one patch, yet rrieet the 'minimum separation per utility'. Existing streets will he cut at. a 90-degree angle for connections & road patch. Applicant shall acquire a Public Works Right -of -Way permit and meet all construction guidelines. If questions. please contact the Public Works office at 57'7-.3.5,86. 1. Nantes of all adjacent roads. i. Existing driveways and changes to existing driveways. K. Show proposed driveways, including the street connection with 10-foot radius on each side. State umaximum driveway slope and driveway slope wit hin twenty feet of street intersections.. Note existing roadside drainage conditions and show cross -pans, culverts or swales as needed, L. Drainage arrows showing proposed drainage direction( s). The following information may be required on plot plan submittals: Note original grades & finished grade wiih elevations at building corners and finished floor elevations of all floors. N. Structures over 25 feet in height from existing grade must provide existing & proposed two foot contours. Structures over 25 feet in height 0 C3 0 El D \Sery era \ orn.n1 dev \ Build Page R.evised .10/27/06 CB must also show an overlay roof plan ori the site plan with die height of each ridge noted, as measured from existing grade. A detailed grading and drainage plan is required liar caulti-farnity uid nonresidential (commercial devrelopment), single-family and on lots, created after February I, 2(.101; single homes in ridgeline protection area singt C La aril): homes in go:A(.)0c hazard aretis, e,g.„ sites with twenty percent or greater skipes: single-family homes in areas that include significant historic drainage channels/ravines, Refer to applicable Grading and Drainage Checklist for required information, Note: Public Works may require detailed drainage plans at any time, on any lot reg,aa.lhiss e„...)1 inception date. P. Alylicants miist refer to Section 7.7 of the Valley Development ('ode forsubmittal requirements in geologic and wildfire 'hazard areas. honies built on a debris fan require a stamped foundation plan, Condoininitial additions will require approval from the Condominium Board of Directors or unit owners and may require attorney review of the approval documents. refer to applicable C.:ondominium Terms handout' and 13uilding Permits for („7.ondoininiurn Additions handout for required information, If questions, please contact Town Planning Staff at 577-3720 or 577-3729. „I' Any significant trees and shrubs with a diameter of 8 or more at breast height must be shown on lots created, i.e. recorded, after February 1, 2000, Diameter at Breast fieight (DBH) shall mean tree trunk. diameter measured in .inches at a height of four and one-half (4,5) feet from the ground or, in the case of a. tree that is divided .into .multiple trunks below four and one-balf t4.5) feet, as measured at the most narrow .point beneath the point of division. T, For development in the A, A-1, CD, (1'.0, 0, CH, I-1, and R.M zoning districts: the percentage of impervious coverage may be required, If questions, please contact 'Iowa) Planning Staff at 577-3720 or 577-3729. Far development in the 4 ), (TD, 0, CH, I- 1 i!:k.aad RM. zoning districts: the floor area ratio may be required. If questions, please contact `Town Planning Staff at 577-3720 or 577-3729. V, Activity in a floodplain requires a Floodphin Development 'Permit to be submitted with Permit Application. If ctestions, please call 577-.13728, VV. For multi -family and nonresidential: Depending on the scale ol. develop:nein, staff may require submittals of some or all of the information found in the Estes Valley Development Code, See Appendix B-111.- "Development Plan Submittal Requirements." If questions, please contact Town Planning Staff at 577-3720 or 577-3729. 0 0 E 0 0 0 0 0 Serve raNcom m (icy BLJIn L61:onvis - caCuiiUm -,a12:e. 2 Revised 1 0/27".f., - CB E„STES PARK COLORADO Genera 17HE 'TOWN OF ESITS PARK citE(...A...I.AST FOR .1ESIOENT. CONSTRUCTION PLANS- 2009 R • 5, , -3726 .T.IX 9.70y536-0249 •iww.estes.org Division of Building Safety 170 .MacGregor AVenue P.O. Box 1200 Estes Park, (1.70 80517 Required information must be provided and verified by checking the appropriate review box. Incomplete submittals will not be accepted unless specifically approved by Town Staff. Plans that have been marked n red will not be accepted. Properties within 'ITown 'Boundaries For 1& 2 Family l)wellint.is provide 5 identical Plot Plans and 2 identical sets of construction plans,. For projects provide 6 Plot Plans and 4 construction plans. See Plot Plan Specifications for minimum plot plan submittal miuirements. The following information is required on construction plan submittals: Design Criteria: A Provide design method and design criteria used in design ofstructure, Stamped Engineering El 20mph / Exp B (AFPA) Elicc 600 Ain of Estes Park locally adopted design criteria: • \Vind Speed: NO rii-ph, 3 second gust, Exposure C (Default;,site.TecificbyLArch/Eng for B) • Ground Snow 1..,oad: By elevation, 45 psf for <(3000 fect,(55_psf for > 8000 feef)70 psf >9000 • Seismic Design Category: 13 • Floor Load tall floors), 40 psf • Deck Load: 60 psf, Hot 'rub Deck = 100 ps1 minimum e ' 6 Frost line depth. 30 inches (Can be shown or Foundation Plan)" Foundation Plan: A, Show footing size, depth andlocation, pad sizes and location, fi)undation wall detail (size &, heights), cross section include reinforcing size, grade & spacing. Show SOG locations and thickness. ,Dimension all elements, 13 If decks are proposed, show' pier size and spacing dimensions C Foundation walls over 9 feet n height from top of footing to top of wall require a C:olorado Registered Design Professional Orchitect or Engineer) stamp on the OW'S D.. Show location of alf hold clowns lspecial connectors. or fasteners and anchor pollholl siie & spaca.ng. E, ,[dentify graphic scale used (Scale must he /4"=1/ or larger)„ 'lVtaximum paper size accepted 24" x 36", ,Directional Arrow North. Floor Plans: A Label use of each rocnn andshow window sizes and type, door swings and sizes, phi:inning fixture placenient„ kitchen cabinets, appliances, stairways, fireplaces, water heater and furnace location, etc, B. Provide separate plan lor each level, C. If decks are proposed, show size (dimensions) and location: 1). Identify graphic scale used (Scale friust be I/4"-1 or largerl. .Nlaximum paper. size accepted .24" x.36", Di:rectional Arrow — North, Applicant Staff Review Review L.nbuilchngdcpt \Forms11-landouts:',17,1esidenl NO, Plan Subtrintai R.e.(.41nremern 20u9 A.PPR.C.WED..cioe U7/20 I Pagg I loor Framing Plan: A.. Show direction., size, i;pacing, species, and grade of lu.inber to be used fOr floor joists, beams and eni.All beam and hteader sizes are n) be. rimed cm the plans,. For--E Joists show size,. seriest„ spacin, and manufacturer ofjoists. „B... Provide plat) f cir" each level (For a simi).1,e one story ..tiouse those Ina y be noted on. lhe (1,-,:11o1 (. Show location of all hold downs (i.rid special connectors or fasteners. ).. If decks aie proposed, show ail requirements of (A.) above., including deck covering, ledger size and anaChinent. E Identify scale used (Scale .mitst. he 1/4"...-1or larger.), Maximurn paper size accepted 21 36"'Dire.ctional Arrow North, Roof Framing Plan: A Show direction, size., spacing, species at grade of lumber )i) be ktsed for the rafcs, girders beams, columns ['or 'I' ratters show size series, spacing and-manutacturer of rafters, All beam and header sizes are to be noted on the plans (For asimpki one stony house with only engineered trusses, the truss layout and details can be submitted for the roof framing plan Show bearing points on the floor plan) • cc; 0e774-1.. B. If porch roofs are proposed, show all requireinents of (A) above. (, Identify graphic scale used (Scale nmst be 1/4"-..."'1 ar larger), 1....„egible„., .Maxinithil. paper size accepted 24 x .36", 1)irectional Arrow( North.. Elevations: Show all sides. Show roof pitch, roofing material, window and door placements, and all exterior veneer materials, Show finished floor. lines and grade line at building, B. Identify graphic scale used (Scale must be 1 /8"-- I 'or larger), Maxi rutin) paper size accepted 24" x 36" Detail and Sections: A, Cross Section from bottom of footing to highest point cif roof Show details of construction such as stud size and spacing, sheathing material, siding, inside .finish, plate sizes, wall to foundation attachment., roof to wail attachment insulation, etc, Show bearing height f o t each floor List all material s' used, ex,:„re• 0 ,14 Tif2.14;5e3 f.lop Cross. Section through stair wells, landings and stairs.. Show 0sc, i u13»headrooir he] ght.,(harkirail. eighnd framing details, C. Show critical construction points or special structural items, including decks, t)orches, and unusual construction details. (ICF foundations, heavy timber connection details., etc.) Retaining walls over 4 feet in height from bottom of footing to top rd wall require a Colorado Registered Design Professionals stamp on .the design plans. .D. Identif y. graphic scale used (Scale must be 3/8",=I' or lar3.,4er). 'Maximum paper size accepted 24" x 36" Energy Conservation Docutnentation: A. Submit Energy Compliance Documentation fir the Building Envelope, Mecha.nical & Electrical Distribution Systems or provide a ResCheck analysis., As the permit applicant I have reviewed the above minimum submittalrequirements and .verify this submittal ts coniplete.. Incomplete submittals kvilI be returned or 1,01 be placed at the bottom of the queue until complete submittals are receive 4 APPLICANT: Contractor 0 Owner Owner's Agent Stnature Date PrIt Name Afte..,50101 TNIldmgdem Tonns,.11anclouts\R,.!,3vcientlal SthirMal -mmmerd Checid.Nt 2009 - APAOVED D Tenant Received Date :200'„ Town of Estes Park Permit Number / '7 9 Received By (24 ir) Long -Term Residential Application/Building, Permit Division of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires General Information (970) 577-3726 • FAX (970) 586-0249 N www.estes.org NOTE: Use this Form for Long-term Residences 30 days or more Permit Expires Job Address: -2-4/01____Aff4,,,p... Lot: Block: Subdivision: Owner Name: g tj aro! Co_ r Address: ? Ala/Ye, LLL4,1 (5tree Contractor: K-4n41,4/A3 Address: /,C,Z- _51-11,41 (Street) Email address (REQURED): (City) (Sta Town License #: (State) (Zip Code) The Following Applies to New Work Only — Complete all that apply. New Building 0 Alteration E3 Addition Master Plan puildinR Use(s)' Owner / Residence El Rental —.30 days or more 0 Accessory Dwelling Existing use: .,. Proposed use: ,, ; 4 of New DwellinE ; 4 of New Kitchens: 0 Estes Park a 'ati pUpper Thompson Sr,t1tlon 0 Private Septic — Requires Applicant to firstgo to the Health Department, • f Numbing Involved: 0 No es — State and Town Licenses Required; Ptumbing Fixture Worksheet Requfred. Fixtures:, Add 0 Relocate El Replace E3 Demolish Water Service: CI Existing. w -. tt of Meters; Z... inches : Meter Size: Electric Involved: 0 No X?Yes— State & Town License. Required, State Permit and Inspection Required, Temp Meter: 0 No WYes voltage 2Y° enzice: El Existing pliNow. 0 Overhead 0 Underground of Meters: Meter Slze: 2 .10 amps; Phase Type of Heat: Building Height: Ft. lob Description: 'ef—) Gas 0 Electric 4 Floors Baser Fin Unfin "'SrFumace Fuel Gas Involved 0 Boiler • Type: fSNatural Gas sf) 1 Floor (sf) 2ncr Floor (s1), Fin il7f5 Fin Unfin Unfin o Yes — Qualifications and System Sizi,n Required., :NG of Gas Appliances / Outlets: Garage / Carport (sf) Porch w/ Roof Attached Detached Total Valuatiots Labor & Materiaic4 1 have submitted the ,flimurn Submittal Checklist for Residential Construction Plans-2009 IRC with ti is application. Deck. w/o Roof (sf) 232. 1' certify this appiication is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply 'with Vocal ordinances, state and federal laws as weii as building code si I certify that I have the property owner's authority and permission to apply for this permit. Additionalry, I UNDERSTAND THAT V AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. ('Contractor • Owner 0 Owner's Agent 0 Tenant Signature. JohDe rlptorr Applicable Code(s.): Type of Const. coupant Load(s), Variances: Hazards Flood Load(s) Date OccAJpancy ass(es ) Roof Load: Print Name Water Light & Power Planning Fire EILJ Side R Rear rver Plan Review Countiyari_ Cert. of Occupancy Geo Wildfire Flood Officiai Date TotE0, v,saver WingULTO.fr orros'A.ppirebt.wns,Thott.ime ,!..orw-0.11.11 Botk.th Porryjtd MIng PC[1110 2.0 1. APPROVED ,..100 ::60PYSet, ,'"17,;105. Approved Disapproved Fees 2.0 Received Date ;70 -cli9 Town of Estes Park Permit Number da) Received By tr-' Long -Term Residential Application/Building Permit Division of Building Safety 170 MacGregor Avenue P.O, Box 1200 Estes Park, CO 80517 General Information (970) 577-3726 FAX (970) 586-0249 ° www.estes.org NOTE: Use this Form for Long-term Residences 30 days or more. ob Address: -1110 Airaofot„.....L. ot: Block: Subdivision: CL-F Owner Name: ut) C(Lro Address: Contractor: / Address: Tic atiew., (Street) (Street) Email address (REQUIRED): The Following Applies to New Work Building Use(s): Existing use: Vtizakia: Sewer: 0 (City City) Application Expires Permit Expires Condo: 0 No 0 Yes; Lot Size: oh 6? _sfig). Parcel #: 347/Cat —OS-00 41 Phone: C35-0 C-O 3C6.6‘7/ (Sta (Zip Code) Town License #: Phone: yAi- 6.<:C nly — Complete all that apply: New Building ,sidence 0 Recital —30 days or more (State) (Zip Code) Cl Alteration CJ Addition Master Plan# 0 Accessory Dwelling Proposeduse: ; # of New Dwelliv: # of New Kitchens' 1pper Thompson Sanitation 0 Private Septic Requires Applicant to firt eo to the Health Department, PlumbingJnvolved: 0 No Yes --State and Town Licenses Required; Plumbing Fixture Worksheet Required.. .1xture..,,:p Add 0 Relocate 0 Replace, 0 Dennolish Water Service:, Ei Existing 'New # of Meters: , Meter Size: _ inches c involved: 0 No rYes — State & Town License Required.. State Permit and Inspection Required. Temp Meter: e er Size: amps; Phase _ Voltage Service: 0 Existing Type of Heat: Gas Nc 0 Overhead 0 Underground # of Meters: rurne Fuel Gas Involved 0 Electric Building Height: # Floors fob D .riotioni et-) have sub asemel Boiler Type: ist Floor (sf) Fin i7” Yes — Qualifications and System Sizing Required Natural Gas 0 ¶PG/4 of Gas Appliances / Outlets:_. Floor (sf) Fin Unfin Garage / Carport (sf) Attached Detached Porch w/ Roof Deck (sf)c8 ) Total Vali4atio 4 (Labor & Materiais) he trthisurn Sumitt& thecktist for Construct Plans-2009 iRC wmth thls applica ti oaf certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed arid approved, and compiy with local ordinanc•es, state and federal laws as well as bulidling codes, ij certify that I have tne• property owner's authority and permission to apply for this permit,. Additionalivi UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION.. 12Contractor 0 Owner 0 Owner's Agent 0 Tenant. Job De Applicable Code(sl: Jipant Loads Varii3nces; Setbacks Zoning 40,1111' • • Date or • Print Name Type of Const, Occupancy ClassCes): Flood Load Rp Load: Front Side 77" Rear 1 Rorer Census 0 Hazards Geo Wildfire Flood Puttic:Work Light & Power lanning Fire Plan Review County Tax Cent, of Occupancy Approved Disapproved 1 BuirdIng Official Date Tot& Revisoci I ir,"'/201 Kil ,,,,,,,e.rearET,v2,,!77.771717177.777:71, t 't 1 FttEtittl,1 ',t, 'Pr, 'ttttt.12,1;,,, t i..„ e? — cydginzg! February 24, 201.4 ke Kingswood 152 Stanley Circle (hive Estes .Park, CO 80517 C T S Re: Structural comment, Bud and Carol Carr residence, 2401 Arapahoe Road, Estes park Dear Mike, You explained to me that the foundation wall between the house and garage was misplaced by about. 6 inches. You chose not to change the floor plan and make the garage smaller. You hung 2- 1. .3,4- x 11 7/8"1„,V1... beams in the floor framing next to the house/garage foundation wall as shown in your attached sketch. 1 checked this beam and find it to be strticturally adequate for the design loads, 1 feel that the structure of the building complies with the applicable portions of the 2012 International Building Codes and with good engineering practices. Please let me know if you have any additional questions. Sincerely, ..........„..... / John Freeman, Architect. f 4 9ettie) E45: 5' I 4' „„„— 7-- .^^ 1;1 ,52 L 909 OD ,i)ed sals 004vdery a;14Nt Afkou Jae3 loAc3 Pfl .......1,Fjajf7=traffffffff "j" Permit Number Itleifla4at „ Date Routed 'Division of Building Safety Oates Reviewed 91 Residential Han Reviei,v CheclIdist - 2009 IRC Reviewed By Address: (Redline items require atittilinnal submittaktremionsesi Red' Redline. No.,No or N/A Codes Analysis No Yci, 0 VIS job description recorded on application? Il" DOCals regulating code determined and recorded on application? (Includes year/cycle) ODIAs TRC the appropriate regulatory code?(Design of Building)* LIE.Z.' Is type Of construction determined and recorded on application? (Admin. Policy/Local Amendment.) 0 IDEels occupant class determined and recorded on application? (Adtdin, Policy/Local Amendment) 0 01;;Ils occupant load (dwellings) determined and recorded on application? (Adrnin, lPolicy/Local Amendment) ODE Is minimum design wind speed recorded on plans and application'?' (Table 301. 2,(1)) (Wind Speed, 140 mph, exposure C, 3 second gust) (13 by professional designer) 0 02/1s minimum floor load determined and recorded on application?' (Local Amendment., Res, inin, 40 psf., Table R30 .5) Local Amendment LILIbt Is minimum deck load detei mined. and recorded on aiiplication? (60/120 hot tub, Table .R301.5).L :et Amendment DOR Is minimum roof live load determined and recorded on plans and tipplication'?' (Local Amendment,. Table 301 .2.(l ))* Ei 45 psf to 8000 feet.. elevation. 2'55 psf 8001 to 9000 feet elevation. 0 70 psf above 9000 .leer elevation. 002' Is number of levels determined and recorded on application?* See basement and grade plane definitions IBC 502.1 13' 4 1-4 E3 asement El." Story 2aa story Story IDDED/Are square footages of all areas determined and recorded on application? O Basement Cl Garage Ix( H-orj 1F25i "tE 1„,134.k,-5 It;"/", 'CA [fl' I' Story L7 Decks 2°'d Story 0 Porches El 3rd Story 0 Balconies 00 OFAre distances to, property lines shown? Id No. Ye 5 ODF1- Minimum required to lot line LJ0L]'rojecuons comply'? OCI' Openings comply'? 0 0043enetrations comply? er srructure oer Tahle 302.1? 00'0 Are there attached dwelling units requiring separations'? n.,,d No N"vs CDC' Are dwelling separations shown? R,:di No Ye, ECJ Do dwelling separations comply with requirements of R302? 000 Are fire re.sistance rated construction separations shown? (Local Amen(1ment) DOD Are copies of listings and fire stop systems included? (Admin. Policy) DOD Is the requirement to provide a fire stop contractor noted on review'? (Admin. Policy) 0140 Are there detached accessory structures requiting separation? ' iiifonnioino in policy iirl(1 procedure manual \\Server I 1)opi‘Fornisoni.lkeiereiteesI3oilqleviosys J.7ileck 1,isisWeviews_(:heck I 1Res Ilan leview Checkisi 21109 IRI Nov 8/i2/2013 Date Routed Dates Reviewed Reviewed Division of Building Safety Permit Number Residentl Plan Review Checklist 2009 IRC Address: (Redline items require addinomd sutiminallsiresponsest Red.. Retinae No.N0 Or N/A Rol VC5 LIC:1 Are these peFroitted acees.sory uses? DE20 Are minimum required distance separations shown"?(Local Amendment) R.1 ss, L'..1 n Do they comply? 000 Are fire resistance rated construction smarations shown'? (Local Amendment) DOD Do they comply? E.1131"2„1' Are utilities shown per R106.2? Water, Sewer, Electric,. Gas r„:1.17:1/Water/Sewer lines have required separation distance per P3001.4 & P290.5.4.2 (Local Amendments Red No Yos LJLJ If cr)ss, sleeve min, 10 each side. ULJElAre submittals complete enough for review l'rovklotLI lI rdommiloii p“licy and pruweLloic [MURIA!' V\,,SerVer 1,kt,ARL'vicws_f "Ivocr Iikl 21AN l'ompiah^.A.hic 8/12/200.1 Date Routed Dates Reviewed Reviewed Division of I1uiidiiig Safety R.esidential Plan Review Checklist - 2009 INC Address: Permit Number (Redline iii e additional sulnnittalskesponsies Rd = Redline No=No or N/A Fon nd a.tion Plan rype of foundation system'? 61 Concrete R403 (footings) &, R404 (walls) O ICE (Note: thermal barrier) R.404,1,2.6,1 & R6 1 4 0 Masonry R403 (footings) & R404 (walls) El Wood R401,1 How is foundation system designed? ?I/Engineered (Includes proprietary systems like I('E) O Prescriptive (L)cal Amendment) O Combination of engineered and prescriptive Rad NO Yds, 00E1 Does frost depth comply with Table 301,2(1)7 (Minimum 30") [313 LirAre width and depth of footings adequate? (Min, Req. Local Amendment) No Yes 000 Min, 8x 16 w/ one floor bearing t3 Cd" 6 t o[J o Min, 10x20 w/ two floors bearing 1000 Min, 12x24 w/ three floors bearing jfr footing reinforcement adequate? (Local Amendment) 0 El litAre widths & heights of foundation walls adequate'? R404,1.4,2 & Rol 1,3 & R404,1,5.2 Wed No Yes L.100 Min, 6," less than 3' in height 032/Min, 8" over 3' 000 s foundatnLl wall reinforcemen(. adequate? ( Local Amendment; R404,1,2,2) Rdd Yes CDC < 3' 1 #4 top & bottom, R403„ 1,3, 000 ? 3' & < 5' 3 #4 spaced equally ODD ' 5' & < 7' 4 #4 spaced equally ODD > 7' designed by engineer V60; 1"Yre, .—,ewr Red No Yds, [It IC/boes foundation require engineering.? (Engineering require,. beforeissuance) No Yds 014)etails less than standards (Local arnen(lrrient) OD Walls ? 7.0" from top of foundation to top of .footing in height (Local amendment) 00 Dissimilar foundation types? SO( attached to heated structure with frost protection? 00 Habitable space on pier foundation (Enclosing decks/porches and new conStruCti( in) DO Structure located on fill R401,2 & R403,1 (Engineering required) 00 Foundation pinned to bedrock (Engineering required)? L2LJ Riparian areas require engineering? DO Geo Hazard area require engineering? 00 Flood Plain areas require engineering? Provide additional irtlatmattion in rttOicy onat ivoct.a.luro manutil \\tiorverlINI\1)itiktiogINTINIatroisant.IReicroota,N,_111,111ttio0Ro,iekt,s_Chock ists1Reviews_t "heck1 2,kr, RtAinv tt"heckIst 21109 MC Nov 1 lio J 12/20 1 Date flouted Oates Reviewed ‘nlie Reviewed fly Division of Building Safety. Permit Number Reshientitd Plan Review Checklist 2009 if<C Address: (Redline items require additional subminalskesponsesi Red,- Redline Nor, -.No or N/A t.11,100 Do Ibundalion anchor bolts c( nip No YOY, 0 S Engineered Preseripti VC R,O.,11 No Ya5, 1.,ocal Amendment 403„ C.00051)itimeter (Min /2") 0 0 El/Embed inent (Min. 7" in c(mcrete) 0053' Spacing (Max 4' o.c. Local Amendment) CIDE17S Are. interior pads adequate? (4000 psf bearing capacity R401,4,1, Local Amendment ) 0/Noe that interior pads & thickened slabs require inspection? R10),1.1 Dais garage/carport slab sloped per R309.,1 (I/8" or 1/4" per ft,"?) 0 Of] Engineering required for garage Boor supported by wood DORI- Is sill plate decay resistant (min.. 2x4 R404.3) (.,R3 17.1#3) „„.. C3[31.1,4/TAre there beam pockets? No Yo. 1 10 Ite Wood - Decay resistant or rnin, 1/2" space top, side, end and bottom protected„ R3 17.1#4 01131,X Wood/Steel — I 1/2" Comply w/minimum bearing requirements R502.6 004-2Concrete /Masonry '3" Comply wimirtimum bearing requirements la13 Zls Lifter ground located on Site & Foundation Plan? NEC 014E0 ls d a inpprooti ng required'? R4,06.1 ODD Is waterproofing required? R406,2 Local Amendment) DOD By design'? 01,711.1 Enclosinc. habitable cot usable space below ground'? R406,1 EJL3E1 By engineering'? R406,2 ODDBy site conditions? R406,2. (Local A inendment) 0 Riparian area? 0 Drainage plan?' D. Flood plain area'? 0,021 is foundation perimeter drain required? R405.1 (Local. Amendment) Rods:. L1DD By design? o ri Enclosing habitable or usable space below ground'? R40.5.1 0100 By engineering? EDO By site conditions'? Riparian area?' LJ FI ood 1..111 area? 1.)rainage plan? °ZED Is Radon mitigation required"? I RC Appendix F 10300 By design? (Not required lay code) 11001:3 Does it comply with minimum requirements, of appendix F? s tundatioii plan approved as submitted? Proviito additional intermaiii in in policy and 13roceduie manual \\Sorvor I 'k,iittttiiitititvrtopkIlamnsinlitRelacnces„„.itoittlinNeviews Jlica Lists\Reviovs_Check 1 sitA201.3 ti(s; Han cl1oeias1 2009 wic Nr,nw Templiate.dec141 2120 1 1'itge4 Date Routed .„Jcir; Division of Buildi. g Safety Dates. Review4- Reviewed By Residential Plan Review Checklist 2009 iRC Address: Permit Number Itlealtilte itemsrquit tndstati t" Os/ vNitottsvo Red= Ret hue NorMt itr N(A Structural Hoer Han -First Level How is floor designed? 0 Slab on grade (5.0.(3..) kind!. um 3.5" R506.1 RI/Structural Floor Red No E2 D TZA re floor joists sizes and spans adequate? R502.3 000"Wood in contact with concrete. decay resistant or treated? R.317,1 147 'A re posts/columns adequately sized? 00E1 Ls a decay resistant plate/connector shown? R407..1 00Z/Are beams adequately sized? 0E175 Are, post/beam connections shown to resist uplift & lateral loads? R502,9 DE1Rim board or continuous blocking shown for bearing system'? R502,7 0 Eigis the floor sheathing adequate? R5012 002-Does the wider floor space meet the requirements of R408? a/Ventilation? R408..1 Rod No Yes DOD Unconditioned space? R408.2 El Vents (1 sq„ ft. for every 1.50 sq ft. of area,. within 3' of earl 0 ElC?"'Conditioned space? R408.3 RI hisnlated per Energy compliance, Ti Foam Plastics require 15 min. the,rinal. haiTier, R.:316 tilround covered w/vapor retarder material El -transfer openings provided 002.'Access? (Floor inn), 18524", Wall inin, 16"x 24") R40 .4 0017,1 Distance to grade? R.317.1 Floor joists <18" require. decay resistant Clirder <12" require decay resistant, Elli1/re there cantilevers? R502.3„3 Yos 100 Member &spacing? 'fable R502.3„3( 1t 0 0 Snow load? Table R.502..3,3(1) J7LJ Roof width? R502.3.3(1) 00 Does cantilever comply? 000( Do baring points transfer loads to the foundation or pads? 0. 02' Is Structural Floor Plan -First Level approved as submitted? come.* ' Provide ilaiirrodiii di id policy prinekidli.tre \\Servt.,c 3 VI Viiiiitliti:iiii)ofit\l'orinsitiRiRd'aciico_11tt I1ttvi hk kiNisq<eviovi_Check I 1<di Pido viov1 h ltl 2(1ti9 10,0: Template.duki 8/112/200 Date Routed Dates Reviewed Reviewed By Division of Building Safety Residential Plan Review Checklist. - 2009 IR( Permit Number Addressz iReAlline items require attil 'mint so intiotals/responses) Red— Redline Ner.,No or N/A. Structural Wall Plan * AU Floors Ked De Are wall studs adequately sized? Table R602:3 (5) Rrd No Yo 0 0 Supporting roof & ceiling only, min. 2x4 (?.4...; 24" o.c.„ 00te Supporting floor, roof & ceiling, min,. 2x4 16" o 00 7 Supporting 2 floors„ roof & ceiling, man. 2x6 @ 24" o.c. Red No Y,e, En7.1/Are thewalls designed to the climactic and geographic design criteria for Estes Park. exposure (2, 3 second gust) Table 3012(1) (B by professional designer) Height: DC?' Engineering provided'? R301„2„ Bracing: Red No \rs [JUP'( Are doors and windows shown? 0 Oh Are braced wall panels shown? F.1E-i0 Are interior braced wall panels shown? NQ/ OCItach floor percentage sufficient. Category r -*Fr .IicJ Speed; 140 ruph, Itedi No 1":,!s 0 rer6 Are there cripple walls'? R602.9 No We OED Over 4 feet tall, same frElEning size/spacing as above. DO Less than 14", sheathed on one side, attached to top and bottom plate., or solid blocking:, 0.7 .Fireblocking called out? R602,8 DOEI.' Are there, any engineered components? Are 'here any engineered connectors? DTI' Are there any engineered fasteners'? 000 I)o bearing. points transfer load.s to the foundation oc pads? LTIOVJ Is Structural Wall Plan -First Level approved as submitted? Provude r1 1Oho' minion in pokey mid iinicedure manual \\Serve' 13 'id \li ionantimandReteences_kiiiildiiig\ Riii.iews,Sheck lAstsq<Qview:s.„Cln%'k Lists \201 I Ro !Imo 1C'eview Checklist 2009 WC NOV 1"011.11klie,1:10V 8/12(2011 Data Roilled Dates Reviewed Reviewed By Division of !Wilding Safety Residential Plan Review Chec klist 2009 IRC Address: Permit Number Redline nem.1 vqu i riadditional milimillitkifresponwsi Red' Redline No=No or N/A Life Safety, Floor Plan -First Level (i.e. basement) Rod No ycs VIE] Is the lowest level Ilnfinish.ed? (posts & beams only is the lowest level Semi -finished? (walls framed,no utilities) DOLTels the lowest level Finished? (drywalled) (1E212eAre the. floor plans dimensioned? D 0E4 Uses of all areas identified? D DV Are ceiling heights shown? R305.1 DDT is there at least one emergency escape and rescue o egress — local amendment DO 2.( Is the exit door required by R311.2 & R311.3 on this level? Ri No Yes in, 3 -0" 002/Not Garage, Door T.J. DO Unding each side, maximum 11/2" threshold. irjrr Does the exit door comply? ODE-eHous.elgarage door 20 min. or solid core w/self closer'? R302,6 (Local Amendment) 0001s there at least one smoke alarm for each level? .R3I4,3 002/Are smoke alarms required in existing structure R314.3,1 (hardwired or lithium battery.) 002/Are Mere bedrooms? Rod No Yiss ODDBedroom access through garage not permitted 302,5. I'? 002'Roorns not reviewed as sleeping rooms redlined"? Adrian Policy 1102(Is there an approved emergency escape and rescue opening for each bedroom? R310, I Rol No Ya5 D 2" Mini mum height 24" clear opening 00E' Minimum width 20" clear opening pening cc ang 1<3 , 0? Basements require one means of 000/Minimum total clear area of 5,7 sqft. (l.ocat a lenililent deleted. exception) Doce' Maximum sill height above F.'„F., 44." ells comply with the rninimurn requirements of R310,2? N4f<1 N YLV, L-113.17,3 Horizontal Area? >3' & min* 9 sq. It (casements reduce area) ODD Ladder/Steps >44' to grade? ODD Covers, R3 10.4? 000 Not obstructed by Decks, etc.?(Ihini mum 36'' headroom) E+E.1-tf1 Ventless appliances not permitted., (Local Amendment, (2425.8) 010'0 Are gas fired Lippliances accessed through a bedroom or bathroom („12406.2 Rod ODD Direct vent or of the following: 000 Room with no other use 000 Solid weather stripped self -closing door 000 All combustion air froth outdoors Red P4o, Cil,„:314 Are smoke alarms shown tend properly located? R314.3 Provide kidorvoinion in policy and proeedure manual 0, Server I 3 \d\iitiiiintiglkepRI iikrosaihRekerences_ii Reviews, ,Check lksk,edeviews.1. "heck 20 I Res Plan Re \ iew Check Gst 200s) IR('' NOV I( al P ds8/1 :i/2"01 Ditte Routed Ming Safety Permit NuMber Dates Reviewed Reviewed • y Address: ReSidential Plan Review Checkfist - .2009 WA:" ilivilfine items equit Nolimiltalsirespoosesi Retl Redline No=No or N/A D g'Do doors rueet landing requirements? R311.3 01.7.17VDo windows and doors meet tempered glazing requirement? R308 R1 No Y i:210 ri'nib & Shower enclosures <60" above standing surface C.73012rAdjaceni to Door 24" arc from vert edge & <60" 11-' 00 EeStairway < 60" h0r7 & vert D 0 FlOther R308.4. 002 Do guards comply with the requirements of R312? Red No ElHeight minimum 36-7 00 reSpacing 4" sphere can not pass? DC 0 Do stairways comply with requirements of R311,7? Red Y', DO El -Width (...? 3(1") DO ff'fleadroom (.? 6' -8") R31 17,2 pc] C4'ireads (.?: 10") R311.7.4.2 0 C73411/Ri sers (< "7 3/4") R31 1A 1 [30/Landings (ruin, 3(2" or width of stair, top &bottom) R311.7..5 DOET Handrails (34"-38") (4 or moire risers) R3I1.7.7 rr.,d Ye, 000111umination R311,7.8 DO 2/Guards (If more. than 30" AFF) (">. 36", < 4" openings. 001.Er Swing of doors (A) landings R311.7 _5 0Vertical rise betwe.en levels or landings R3 11.7,5 CaQ-E3"'. Special Stairways .R.'311,7.9 Rcrl Ramps R311.8 DE.11,711s 5/8" type-x gypsum wallboard specified for the following locations: Ree Ye•i. . .1.r.R.73-94 Dwelling separation walls 13302.2 or R302.3 (Local Amendment) DOEf-H)useigarage separation? R302,6 1.....ocal Amendment 1,4,1 Nr, D0E' Supporting walls (Malin Policy) 021/Penetrat kilts R302.5 D0E1 Enclosed usable space under stairs'? R302.7 Local Amendment 00E1 5/8" gypsum or ceiling board required on ceilings, when framing members exceed 16 inches on center? (Gypsum standards) Foam Plastics, 15 nun. thermal barrier? R3 6 (1/2" Gypsum meets req„) L1D2( ls Life Safety, Floor Plan -First Level approved as submitted? PrOVidin RadiCif Mal infrq-nrilitll1 If p)iicy mid pi-lit:Anion!' ionnual Mervor 3\k.1\1ioi1ellein onosandRetorences \Rvviews_Clveck 3 11c-,s Plan Review Check ki 2(0i) 110C NON 'k`11)1)1.i11L''.,Lloc: 2/201 Division of Building Safely Residential Plan Review Checklist - 2009 [RC Address:. Permit Number Date Routed Dates Reviewed Reviewed By t Redline items require additional submittals/responses) Red- Redline Nu=No or 1,41/t. Structural Floor Plan -Second Level a'Strtictural Floor Rt^nt No e$ C.] ClaAre floor joists sizes and spans adequate? R502,3 00 -Are posts/columns adequately sized? Ulan is a decay resistant plate/connector shown? R407. I C.10E- Are beams adequately sized.? 0 Fit'frAre post/beam connections shown to resist uplift and lateral loads? R502.9 r]Da Rini board or continuous blocking shown for bearing system? R502,7 00 aIs the floor sheathing adequate? R503.2 0E0 Are there cantilevers'? R502.3.3 No Yc, 00 Member & spacing? Table R502.3„3(1) 00 Snow load? Table R502„3.3( I) DO Roof width? Table. R502.3„3(1) RrP.1' No 1'e, LI0a- 6o bearing points transfer loads to the foundation or pads? 0 Dais Structural Floor Plan -Second Level approved as submitted'? "fl ;n1dinon0 infonnonon in pokyproceilure inannid \\Server' 3tcl \Building! >epiTorinsinLIReik'rences_13oilliiing\Review_ChiAils 1 istskReviews.Ckelii lists\ 21113 Res Plan Review Clieeklm 2009 11<3" New Tennnateiktne 8/12/2013 l'age9 Date Routed 11.)ates Reviewed Reviewed By Division of :Building Safety Residential Plan Review be klist - 2009 tRc: Addres.s: Permit Nu 44411112e ilems require additional sotnninutsfrespoosest Red.= Redline No -No or N/A, Life Safety, Floor Plan -Second & Third Level Km,. No Vtss DOE'S Are the floor plans dimensioned'? OFJEUses of all areas identified? 00E4 Are ceiling heights shown? R.305,1 tkit'l Is the exit door required by R311.2 &„ R.31 1.3 on this Red No. Yes 000 Min 3'-0" 000 Not Garage Door DOD 1...,anding each side, maximum 11/2" threshold Ftoes the exit door comply? 0 gb House/garage door 20 min, or solid core wisell closer'? R302.6 (Local .Amendment) 0 to' Is there at least one smoke alarm for each level? R3.14,3 -te.: Are smoke alarms required in existing structure R314,3,1 (hard wired or lithium battery.) OPIt. Are there bedrooms? Red .No 'Yee DO LJ Bedroom access through garage not permitted R302„5,1? 000 Rooms not reviewed as sleeping rooms redlined? Admin Policy OF.fls there an approved emergency escape and recue opening for each bedroom'? R31.0,1 N. Yds D D Minimum height 24" clear opening Li Oce-minimum width 20" clear opening DOD/Minimum total clear area. of 5.7 ,sq. ft. (Local Amendment deleted exception) 00 (2/iMaximum silt height above: FF. 44" DE,.113 Ventless applianc,es not permitted. G2425.8 (Local Amendment) Red No YO, 0174EI Are gas firedappliances accessed through a bedroom or bathroom G2406,2 evel'? Rod No Yes o CO Direct vent or ,ALL of the following:: 000 Room with no other use DO 0 Solid weather stripped self -closing door 000 All combustion t:iir from outdoors 00C4'Are smoke alarms shown and properly located? R,314„3 o o' Do doors meet landing requirements'? R3 11.3 002/Do windows and doors meet: tempel ed. glazing requirements'? R308 hul 1` DOD Tub & Shower enclosures <60" above standing surface 0 30 Adjacent to Door .24" an from vert edge & <60" FF [3 [3D Stairway < 60" plane thorz & vert) 000 Other R308.4 OC1(i' Do guards comply with the requirements of 'R.312"? Rod NO YO'S ODE"- Height minimum 36'"? 000 Spacing 4" sphere can not pass? be " l'rovide additiimttl informankm Ul .iplicy and procedure manip0 \\Server 31.d \ Hui EdinvDepC TormsandReferences_BuddingtRoviews_Chea ,ktskReviews_Clieck .ist,•\ 20 3 1?.es Revic'w r 0. rkN2f.019 IRC: New hi{ 2/2013 V%n.,!c 1)1 pale Routed Dotes Reviewed Reviewed By Division of Building Safety Residenual Plan Review Checklist - 200n [RC Address: Permit Nutriber _ Redline iiA•ilw fuquiry .11tdii ILilstilmainakile.sponNies9 Red= Redline No.No or N/A 0C,,11.1 Do, stairways comply with requirements of R3 1.7? DOL/Widdi (? 36") 00 rizr Headroom (l? 6' -8") R31 1.7.2 E.:10e3 Treads (? 10") R311.7.4.2 DEIC1Risers (< '734") R311,7.4,1 0,02.lr Landings (min. 36" or width of stair, top &bottom) R311,7,5 [Handrails (34"-38") (4 or more risers) R311,7,,7 Lll0c lilumination R31.1.7.8 003/Guards (If more than 30'" AFh) (? 36", < 4" openings) R3I2 DLJ'Swig of doors @ landings R31 1 7.5 D 03Vertical rise 12' between levels or landings R311.'7,5 Plit7),,i4nSpecial. Stairways R311.7.9 DE -Ramps R31I.8 Rod NO Ye 017-3 Is 5/8" type-x. gypsum wallboard specified for the following locations (Local Amendment): Rod No `Oes 000 [)welling separation walls R302„2 or R302,3 Red N11 Y, House/gara.ge separation'? R302.6 Local Amendment 5,,N,, D Supportinq, walls Admin Policy L1D Penetrations R„302.5 000 Enclosed usable space under stairs?' R302.7 Local Amendment El E114-5/8" gypsum or ceiling board required on ceilings, when framing members exceed 16 inches on center? (Gypsum stancliwds) ^00 Foam Plastics, 15 min, Ihermal barrier? R316 (1/2" Gypsum meets req.) 00E5 is Life Safety, Floor Plan -Second Level approved as submitted? Rrovitle addikkinal inlluidpfoceduire manual err) 3 \LI\Buiklien,nlept\formsancIReleronces_llinlig\RoviewClivek 1,isisARoewsheck Lis\l?.013 ReN Pl.an Reviovo Cheek's( NOY 01" Now 11ptJle 1 2./2013 1'age 1 I t)itte Routed Dates Reviewed Reviewed By Division of Building Safety Residential Phan Review Checklist - 2009 IRC Address: Permit Number Elevations iten', require additional gibulittals(rosimosesN Red, Redline No No ign 0 E"'Fbo elevations show grade? Yex 011117,xisting? 0 lirProposed? EIDEI Does the dwelling meet the height limitations of the EVDC 1,9? ' DO Is l height certificate 1 eqtHlCd or perrnit approval'? No Yo5, OD At foundation inspection? LID At fraritin.g inspection? DIDEI'Do elevations show the type of materials being used for exterior veneer? ODD/Window installation require in progress inspections'? „.„... DOEIs a weather -resistant envelope specified? R703.2. EJ — [X Veneer clearance of 2" to concrete pads and slabs? Per R3 (7.1#5 tConcrele riot in contact N, 00d7) RNA NO Ye, 0 C311 stone, brick, stucco, ETES do plans show: Rod NO 020 Details on installation provided? :Drainage, Flashing? 5-'b Are the manufacturer's installation instructions included No Ye, 2 [1:1" If not provided, require at wrap inspection? ODD Is the requirement for a Certified Installer documented? (EFIS) El= Is the requirement for a Certificate of Installation noted. for stone, stucco, E1FS'? DOR/Are porches, decks, and balconies, etc. shown. DOD Do light .fixtures on the, exterior meet the provisions of the EVDC 7.91 Cd2D Are (..:las vent terminations shown on plans'? G242'7.6.5 Pod NO Ye DZ Located 8' from walls? (132427.6,3 DOC' :Height per figure G2427.6.3 :linters & downspouts wisplasht blocks shciwn? OD Provide posinve drainage Min. 6" within, 'CO' slope or swale from 1 DO Are Elevations approved as submitted? 1(1.110 or roof dram R40 1,3 Pr( INiJ tLlliiIlulitlYtIIIIIitd0f1 111itolky procedtln, manual 'ASer Nvr 31.d\11oYctiog1)ept5Fol or:andItt;ferencvs_Building\Revcus_C.heek ists1ReviewsClteck t ,ist02t1 1 Res Nan Review t,..'heekkt. NO') !RC New Tk,nittlate,doc 11/11111 1 l'agol 2 Date Routed Dates Reviewed Reviewed By Divisitin of Building Safety. Permit Number Residential Plan Review Checklist - 2.009 IRC Address: (Redline item, require additional stilimittidsfrestionsesi Red= Redline Nu No or N/A Structural Roof Plan Red No YeN DOD/boes the design specify the roof snow load(s) complying with the elevation requirements of Table, 301:2(1) Daleboes the design specify the Wind Speed, 140 mph, 3 second gust:, exposure C. (B by design professional)? El Engineered No Ye, EIEJ Con.ventional framing DEI Pre-engineered. trusses 00 Roof cantilevers El 0 Roofs supported by Boor cantilevers DO Beams 00 Connector/Fasteners 0 Prescriptive requirements R802„3 Yl% 110 Rafters sizes and spans adequate? R.802.5 No Yee OD Beams sizes and spans adequate? OD Ceiling joists sizes and spans adequate! 00 Connectors/Fasteners shown? El Combination of engineered and prescriptive Rodrt,Ya. LI ,R1 Are roof pitches shown? 1:11:1e0 Is roof ridge beam shown? DHJ Siz,,ed adequately? LJLJ If slope. < 3:12 require. beam.. R802„3 DU11s roof ridge board shown? Perlins R802,5.1 ElE4 Crossties R802.3,1 Min, 1x4) Nal Vet o '(Jonnecticius R602:3t ) 130 If not at plate, beans required"? ED At plate, spacing at 4' o:c: Yos OD 1/3`d distance off plate, spacing at 24" tic, 00 V2 distance off plate, spacing at 16" (i.e.. 1:72.2› 1/2 distance off plate. require engineering. 00,1e Is lateral blocking at the roof/wall line shown? Admit" Policy D Members that are « 2x 10's R802,8 0 ElfZi Are musses or roof joists fastened to resist uplift'? R802:1 1.1 D0E1 Are ceiling joists sizes and spans adequate? R802,4 0 LifiAre look outs fastened to resistuplift? Min. (a 48" o.c, starting as close to lower edge R802:1 I:, 1? vriivide Lnitinional in(onniniiin inpolicy ULIproccilinv manual L33i33BgDepiNlorinsimiikeleremecs jiiiilding\Reviews_chea Lists\Reviovs,Yhcck isii,3:111 3 1,/,.oview 1:In.n:1,0Ni 2009 WC New Ternrihic.doc 8/1 2/20 d 1 Date Routed Bates Reviewed Reviewed By Division of Building Safety Residential Plan Reviel.o., Checklist - 2009 Address: Permit Number Ott:Mine items require iaWresirioriasesi Red= Redline, Niri:No or N/A E.J0i,71 Do bet 'ng pointspoitn transk'r loads to the foundation or pads? C:10 rir/Are nvcr frames shown? [...71, if Site built over frame provide solid sleepers with adequate bearing width Ell?„ll Over frame rafter sizes and spans adequate? R802.5 01,230 Does Roof sheathing comply with R.803? El [Kir Does roof underlayment show ice and wateJ hre1d 0- Roof pitches <4/12? R905„2„7 „ talee &. water shield at eaves 2' inside wall line E3 LJ Is type of roof shingle noted on phut? R.905„1 RH Yo, EjE3"-1s dead load adjusted for roof covering material used (concrete, s)ate, etc ? Isalframing sufficient for weight? LIDE(Asphalt shingles on 2:12 slope or greater R905„2,2 006. Are roofs cantilevered? Is engineering submitted? (Joist or Truss Mfg. Sufficient) 117.1.t3' Does roof veittRation comply with the requirements of R806? ?, 1 to 150 of the area of space ventilated. 12(? I to 300 if provide vents in upper & lower portion E:1.2 Attic access required if „'30 sq. ft & vertical height of 30"or greater„ EIDE Min, opening size 22" x 30" w/ 30" of height. r2r ts. Structural Roof Plan approved as submitted? Provnii' additional information Lind 1)mi:obi): manual \\Server 13 \ \13 ui Ming Deord'ormsand 1te rencos jiifildinOReviews_Cherli. ists\Rcviows Listia20 I I RosIlii RiAiew CARAist 2009 MINC '01 TeMPLI(0.thIC 811212013 Pape 1 4 Date Routed Dates Reviewed Reviewed By Division of Building Safety R.esidential Plan Review Checklist - 2009 IRC Address: Permit Number Energy (Redline items require 'additional sidundialslresporiseo Red. Redline No=No or NiA Rel.! Nlf" ID ErHas Energy Compliance documentation been submitted? U[IL Does foundation insulation comply with documentation? No i 00/Details consistent with N 1102.2.8 top of slab Extenor foundation insulation protected per R403,3.2 00E1 Does underfloor' .space insulation comply with documentation? No Yes 0* (onsistent with 'framing details EFT' Blanket crawl wall insulation comply with N11102 2.9 Red )(CS DElZ' Do exterior walls comply with the Energy Compliance doe? 02' Consistent with framing details'? 00E/1 Do windows and doors meet the requirements of the Energy Compliance Flan 11-fact..— ratings"? COO" Does ceiling/roof 'system comply with the Energy Compliance? D7' Consistentwith framing details? tilltri If foam plastic is shown, does it show an adequate thermal brinier (1/2°'gypsum board)? R316 02.11E Ductwork, Hydronics in unconditioned space insulated? N1103 00(0 in Floor heat, material used, manufacturers specifications at inspection required. Slab insulation 'requires an additional R-5 prescriptive pkg„ D 07/Does heating/cooling equipment comply with energy compliance documentation? 002/Provide manuals D, J, & S 007Minimum requirements for additions Adroit Policy Y, E.31/'R-38 Ceilings (irlinrafter size, 2x 12, or foam) CIBZR-20 Walls a R-30 Floors over unheated space ODR-10 Slab 013/R- 13 Crawl 7) Er R-I0 Crawl (continuous insulation) U-factor windows/ ,60 Skylights ODE Is Energy Plan approved as submitted?' Note: Batt insulation R-3 per inch. Fiberglass Blown -in R-2,25per inch.. Cellulose Blown -in R-3..5 per inch, Foam Board (Dow) 3,84 (expanded)„ 4.92 (extruded) per inch. Provide addkii.iiNd inlormallimi On policy and procedure unimull \\Serve.r13Liq3iiildingl)ept1fornisandMerook,!es_Building\Rovic-,vs_1 icck keviews_Cheek 1iSM1sV201i3 Res Plan key:lew Clieeld.q 2009 IR(' 'T"cmplaieAloc Ke I 212013 Pop.' :5 Division of Building Safety Residential Flan Review Checklist - 2009 itte Address: Permit Number Date Routed Oates Reviewed Reviewed By Appliances - , Red No Yee RtAin&. iwnis ryquire additional sulinituai ed= Redline No=No or N/A 01110 Are there fuel -fired appliances?' (Vent tcs ptuhihitcd. 1 ociAmendment) Red No ',Nei; 0:10' Type of fuel? IZ'Natural Gas )Has the Gas Line been sized? (iiovid gas line sizing drawing) LJ Propane (See EVFPD for tank local on) IJ Sniffer shown? (Propane Gas Detector) Selonoid shown'? (Shut off outside of building at source 1.0„3 Alarm slx)wn? (Audible, to sleeping Rili) 0 Floor Drain, slope to outside, Red No Y,N,, DOE( Is location of equipment permined? (Bedroom/Bath) G240602 OEM _Lit gas pipe properly sized? D[31.0.... Does Gas meter location meet Xcel requirement of 3' from openings'? 011,01 Does location require elevating sources of ignition'? OteTfill Garage or room accessed only through gai'age? (32408.2 00E3' Is combustion air shown? G2407„1 ited No Ye.s 01711,1 Are there solid fuel appliances'? M1.701(Solid Fuel) .„•04...1) DEIFIAccess to appliances 'Ml..305 No YON OD In roomicomparunem? M1305,1.2 DOD Attic'? M1305.1.3 E&LInder floor? M, 1305. '1 „4 11710 in -Floor heat? Hydronic Piping Systems 4.101.1 00E1 Do dryer ducts comply with MI502? 2S'& -5' for 90c, -2,5for 45.) I,ted, No Ye, DEDEfTermination not within 3 feet of openings? 0 D Manufactures instructions? DLTAre exhaustfans required'? R303.3 B-liathrooms or water closet compartments R303.3 (Rooms without an operable window > 3 sq0 .ft.) 0 02-Terminate to exterior M1507,2 Elea —Does the termination location of radon vents comply'? (through roof! Appendix F 0 003"Does Kitchen Range exhaust comply with M1503, G2447,1 Red No Ye, 10 0 0' Gas Range. (Duct to the outside, Local Amendment) Doe Electric Range (Per manufactures specifications) 17,]En Water heater located on framing require pan? P2801 „5 0 El ET'',Are Appliances approved as submitted'? ak,fditkinA vormotiou in policy ',int! proce,,lore liciatli“$1 VServer 31kAllulidlogl),v‘lill'IlL'llilltiltelerences_linihliq\ltcylesys_Clleck l.istslitevicws„Clwel: 1jsoi \ 201 ItesIni Roviesv ('hecii; Is! 1009 WC New remplaie.t.loc 8/12/20I 3 I 6 Date Routed Oates Reviewed Reviewed By Division of Building Safety Residential Plan Review Checklist 2009 MC Address: Permit, Number (Redline items require additional stibmitialsirestionses) Red_ Redline No —No or N/A, Decks, Balconies, Porch s, etc. 502.2.1 Red No lie,. DE,-df:(Are decks shown on plans? (exterior floor system supported on at least 2 opposing sides) tZtt Are balconies shown on the plians'? (exterior floor projecting .from a ,structure without additional independent supports) 00E1 Are porches shown on plans? (an area covered wlth a roof and attached to a building, usually projecting .front a wall) ODD' Are they dimensioned? DOLTAre square footages of all areas determined and recorded on application,. E?T'Deck L?"-TBOrches Balconies 'Fou.ndation Decks., Balconies, Porches Type of foundation system? D'''Concrete Pier 0 Other (pad/pier combo, etc) How is .foundation system designed? OIngineered 0 Prescriptive (4000psf soil bearing capacity) 0 Combination of engineered and prescriptive Red .No„ Yes Er) Zip Does foundation system require engineering'? rt,d No Ye5 0=)etails more than 4000 psf sod bearing capacity ODD Piers pinned to bedrock? 00 L)osoil conditions require engir eering, for permit approval? Riparian are Chic) hazard area? Hood EIDE( Does frost depth comply with Table 301.2(1) (Minimum 30") 00E( Does foundation design meet the minimum soil bearing capacity R40 1,4,1'? ( Local A meialment) Rod ;',,1 N'eq 1.713Z 4000 psf ZILI Are foundation pads shown on the plan? Re,' No vo, 000 Are size of pads adequate? 000 Is pad reinforcement adequate? O0f,4 Are piers shown on the plan? i No Vo MEIAre they ipaced tidequately? 0 ID1Y Is diameter of piers adequate'? Olaril Are posts anchored to piers/foundanon'? R407,3 DiDr2r Is a decay resistant. plate/connector shown? R317.1.4 [ID Eri Is foundation plan approved as Silbmitted? Provide addikonal "in fdruultio't in qicy And procedure rnmitral \\Server' 31(10oildiGgDop0IFormsanall<elerences13'...61klio9gTeviewsj71Teck 1JsisReviews j,"1.Rx1( is' s \2013 Res Chock's'. 20119 1107 New Veroplaile.doc W12120;3 ht,",.;A" 7 Date Routed Dates Reviewed Reviewed By Division of Building Safety Permit Number Residential Plan Review Checklist - 2009.RC Address: (Redline items require :uhlitionai submittalsirestionSeS Reitz, Redline No -.No or N/A Structural .Floor Plan- Decks, Balconies, Porches How are decks, balconies, and porches designed'? LI'Slab on grade (S.O.G,) 0/Structural Moor Red INr,p OD E?1/Type/grade of lumber provided? DOD CCA not allowed in Res. (ACQ or Doi' ) Distance to grade? Minimum 2" R317,1 #1 No Ye, 2rDecay resistant lumber shown? 0Ela:Are posts/columns adequately sized? Rod ElEIL:if Ai e. posts sized. for height? DEJ Are beams adequately sized? 11.30C-3Beam/column connection provided? D'Are beams spliced only at bearing points'? 1 II.JET-Do bearing. points transfer loads to the fOundation or pads? 0 0 a/Are floor joists sizes and spans adequate? Red No 00 2r -Min, 60 psi for Exterior decks, Balconies, Porches. TYlin, 120 psf for Hot Tubs unless inanufacturer specifies otherwise? Rol NO YQ, DEID Tempered glazing shown within 5' R308,4#5 Red No Ye,. 001.?"-Are decks cantilevered? Red No Ye, 11 re3C7.,ff Ratio of back span/ca n t iicver at least :3(1 Note e 0.E32/6vitilever span comply with Table 502,3,3( 1) DIJE]Is connection sized or uplift'? Note d EiEJ.C?1,s solid blocking shown at cantilever support'? Note g E1.001s full depth rim joist shown at cantilever end? Note g 16.). NM, Y47.3 Are balconies cantilevered? R502,3,3(2) Red No Ye: rj 0 'Ratio of back span/camilever at least 2: I Note h 00 0 Cantilever span comply with Table 502.3.3(2) [][JD Is connection sized for uplift'? Note c ODD Is solid blocking shown at cantilever support? Note it 0 ETD Is full depth ritrijoist shown at cantilever end'? Note e ElEllei Are porch roofs cantilevered? Engineering required Elererngiiieered wood shown'? 000 1.,..isied for exterior use per Mfg, Specifications []DC. the:joist span adequate for decking used? tEr Are fasteners and connectors corrosive resistant and approved for their use? 000/Are there any engineered components? vrevide iritunniition in policy and prnecduri7 mamia1 \\Server13\0\13uililing0cpt\l'im"abandR4cren.xtuRding\Roiewsifhea Li.qs\Roviews j„"..Picck 2lfl 3 Res Plan Review Cliecklsi ?Age)10 New feniplaie.doe 11021/2013 Page P F Division of Building Safety Permit Number Residential Plan Review Cliecklist - 2009 IR.0 Addrss: Date Routed Dates Reviewed Reviewed By Reallioe items rcquirc^ a l't" so vspoosesp RedRedlint No=No or N/A 0 UPI Are there any engineered connectors'? 10I[1Vf Arc there any engineered fasteners? DOE Is zas meter located under deck? (Xcel) Or.lerI2" min Clear from meter top to joist bottom? OD 1"..1. Accessible from side or 3x.3 hatch? No y, 0E10,ts ledger sized adequate? 60 psf for live loads (floor, wood, snow): fixt1 Yo, DOD (2) Lag bolts at maximum .16" o.c.R502.2.2 ODE] Ledger Loes stagger 1 up and 1 down at 16" oar% 120 psf for Hot Tubs unless rnanufacturer specifies otherwise 0 01: (2) Lag bolts at IllaXimum 8" the. DE10 Ledger Luc s stagger I up ;rind I down at 8" ric. Red 'NO Yor, 000 Attached to adequate existing Rim? rio 0 Attached to floor cantilever'? Engineering required ODD Engineering submitted? oo Fasteners size and span adequate? 300 Flashing shown? 000 House wrap continued behind ledgcr? 000 Existing siding removed 10 attach ledger? Di0 Are decks attached to existing deck? ODD Existing Size/Span adequate? EIE Are decks a t (arc* hed. to deck cantilevers'? tDD: Is engineering subinitted".? (Joist: or Ti us Mfg, Sufficient) 013 Are decks attached to roof cantilevers? DOD Is engineering submitted? (joist or Truss Mfg. Sufficient) A D 00)S: Structural Floor Plan- Decks, Balconies, Porches approved as submitted? Structural Roof Plan - Decks, Balconies, Porches Rod [..?1 Does the design roof snow loadcomply with the elevation requirements of Table 301.2(1) DOVE the roof designedto the climactic and geographic design criteria for First:es Park ? (Table 301.2.( fi (Wind Speed: 140 mph, exposure ('. 3 second gust) (13 by professional designer) 2f Engineered No LJ 0 Pre-engineered trusses 00 Carltrileverrs DO Roofs attached to floor cantilevers DElt Bea MS El Connector/Fasteners 0 Prescriptive requirements R802.2 00 Rafters sizes and spans adequate'? R802.5 No YO, Provide additionol in lormation in prdicy and procedure I)utnual \\Server 13 didluildingIrkpirdroCHISaraiRCANIICOS J4Itilding\RCI,IOWS_CNCk ListskRoviows_l„'bock 1 sisV2013 Itos Plruri 1.0eview Chocklsi ?OW) 110." Now TompIato,doc 8/12/2013 I tgc (0 Date Routed Dates Reviewed Reviewed By Division of Building Safety Permit Number Residential Plan Review Checklist - 2009 MC Address: ;Red title dui, require a; litromil 4 IllIstresgooLsesq Red-, Redline Nor -No or N/A. OD Beams sizes and spans adequate? 00 Ceiling joists sues and spans adequate? Eli ConnectorsTasteners shown? 0 Coinbiiiaton of engineered and prescriptive ksa N DOC,1" Are roof pitches shown? 0/Slopes < 3:1,2 designed as floors'? ( o 0:1)1s roof ridge beam shown? M Yes. 0:11 Sized adequately? 00 If slope < 3:12 require beam, R.802,3 D50 ts roof ridge board shown?' 5, 10 Perlin s R802,5,1 CIOSSlieS 1802,3„ 1 (Min, I x4) No `1" 0 COnne,ctions R.802.3(1) 00 if not za. plate, beam required.? rqv Y. 1111 At plate, spacing at. 4' (Lc. 1/3'" distance off plate, spacing ta 24" 0,c, DO ½ di stance oft plate, spacing at 16" (ix_ (ID >Y2 distanceoff plate., require engineering,. Ide,i l's,s Elff is lateralblocking at the roof/wall line shown? Admi it Policy C3/Solid framing R.802,8 0 Trusses R.802,10.3 0021 Are trusses or roof joist fastened to resist uplift? R802,11,1 00E3/Are ceiling joists sizes and spans adequate? R802.4 EDZ Are look outs fastened to resist uplift? (.4.> 48" oc„ starting as close. to lower edge R802, I „ 000 Do bearing points transfer loads to the foundation or pads? 0053`Are over frames shown? 132If site built over frame. provide. solid sleepers with adequate hearing width 001 Over frame sizes and spans tidequate? R802,5 001.7 Does Roof sheathing comply with R.803? 00C,,?'"Is type of roof shingle noted on plan? R.905, ss, 001E1 Is dead load adjusted for roof covering. material used? (concrete, slate. etc,) E.,?1. Is framing sufficient for weight? 00121'Asphait shingles on 2:12 slope or greater R905,2„2 C3120 Are roofs cantilevered? EDO 0 Is engirteering sithiniacO? (Joist or Truss NlIg„ Sufficient) addiOonni inrormotion Itt parity and procnduro W4',ervor 3 \LIVH;nkliognqt\I oriusoodiercon...es,J3,;;;IdinOkovioxs„Slial; I,,kts Rolews_(.1wck 1.;4;,4\201.3 Ros \1/4' (:11(Nk Isi 2009 'RC Now TcmplalcAok: .S/1 2/2013 1'a!,,,!c20 Date Rotated Dotes Reviewed Reviewed By Division of Budding Safety Permit Number Residential Plan Review Checklist - 20091RC Address: (Redline items require additional milinditakirestionses) Red:. Redline No=No or MA 1302 Does roof ventilation comply with the requirements of R.806? 000 ? 1 to 150 of the area of space ventilated. 00133 ? 1 to 300 if provide vents in upper and lower pOrtion 0E10 Attic access required if 30 sq. ft & vertical height of 0"or greater. R 07 Red NY Yen 11100 Milli opening size 22" x '30" wi 30" of height.. Lap,,,Do light fixtures on the exterior meet the provisions of the EVDC 7,9? (,„ OD 03,18 Structural Roof Plan approved as submitted? Life Safety, Floor Plan- Decks„ Balconies, Porches Rcd, No Yen, 0 ET Are openings in existing walls shown? Hml 'No 01Z17.1 es Dodeck. blocel k ergency escape openings? RcAl Yc 00n 0 Is min. 36" clearance under deck shown 00? .'; r)o windows and doors meet tempered glazing requirements? (R308), f3104(Are gas lino outlets shown? 0021 Do guards comply with the requirements of R312? Rd No Yen E1C2rHeight nnnimum 36'"? 0 D ErSpacing 4" sphere can not pass? 13302 Horiz load 200 psf, in1l 50 psf. Table R301.5 elatt. Do stairways comply with requirements of R31 1.7? Not No Vo 000 Width (> 36") ODD Headroom (i 6'.8") R311.7,2 000 Treads( 10"), R3 1.7.4,2 000 Risers (< 7 3/4") R311.7.4.1 000 Landings min, 36" or width of stair (top & botiOln 1,7.5 0= Handrails (34"-38") (4 or more risers) R361.7.7 DOD Iltuntination R311.7.8 13313 0 Guards ? 36", < 4''openings (If mare than 30" All R312 000 Swing of doors ( landings 1.2311.7.5 000 Vertical rise i!,:12" between levels or landings R311„7,5 000 Special Stairways R311.7,9 4...3Eine-Rarrips R311,8 EEO- Are smoke alarms required in existing structure (hardwired or with lithium battery if no. access) DOR-Are Decks, Balconies, 'Porches,etc, approved as submitted VrovideidLl il,itouiiin policy end procedure V,Servei 3V,1\11"thiklinli1epill''cirmsaniMefervocesI 1,ists'Reviews(Iiecii ,isisk20 I Res Nilo Revie,A, („lieckist 2009 New TemiAlteAloc W12/201:1 l'ag,e2 Z V 0 / 771 ,(e. .16 e I/ e: le [P ESTES PARK COLORADO ILAF4MER, COUNTY It.cNision Date.; April 117 2012 Date: October 30, 2013 Project Description: Single -Family Residence Project Address: 2401 Arapahoe Road, Estes Park, CO Legal Description and/or PID; Lot 4, Block A, Arapaho Meadows, Phase 1 Sub. PUD 1, Lonnie A. Sheldon hereby certify to the fa owing: , a duly registered surveyor in the State of Colorado, A survey of the foundation wall for the structure referenced above was performed under my responsible charge on October 30 , 20 13 The result of this survey showed: (1) The foundation walls are 26.85feet from the nearest property line; and, (2) Pick a. or b. x a. The foundation walls comply with the approved site plan b. The foundation walls do not comply with the approved site plan NOTES the approved site plan shows the house 20' from the front line, when actually the building envelope is 25' from the front line. the location of the foundation (eaves-1e lot line) Van Horn Engineering & Surveying, Inc. Company Name 1043 Fish Creek Road, Estes Park, CO 80517 Mailing Address (970) 586-9388, vhe@airbits.com Phone and email Lonnie A. Sheldon Print Name of Surveybr Surveyor's Signature nd PLS Number kr\ of Estes Park:. Mail- (.:arr Letters httpsi/mail...google.cora/markThi=2Szik.,8c15aead.215&view--ptekseare„„ r"77777777:,,,,77,7777: r77, ' '1" 24 / Charlie Philips <cphillips@estes.org> 2„ e e A e Carr Letters 1 message Jared Kingswood <jared@homesbykingswood,com› Thu, Feb 27, 2014 at 9:38 AM To: Charlie Phillips <cphillips@estes.org›, Claude Traufieid <ctraufieldestes,org› I will have hard copies on site ---------- Forwarded message ----- From: uau hits ((Ye' ac)t com, Date: Tue, Feb 25, 2014 at 3:22 PM Subject: carrbombs To a r lotertc-,tsb yku gsvvood, corn , flEke @It omesbylk t(isvvc od con t Two letters, The one Jared called about this afternoon. In doing that I noticed that I had misspelled the number 2009 on this mornings letter, Thanks, JF John Freeman, Architect Freeman Architects, P.C. 2024 Blue Mesa Court Loveland, CO 80538 970-667-3939 970-667-3940 fax Jared M. Kingswopd Kingswood Homes, V'nce. Proect Manager CeeP (970) 214-8007 Office (9(0) 586-6551 ft'ax (WO) 586-5148 tvvvv)Nehomestykinc)sv'tiood,com Carr Letters 2-25-14.pdf 810K or 2/27/2014 11:12 AM 2 2.. February 25, 2014. Jared Kingswood 152 Stanley, Circle Drive Estes Park, CO 8051.7 Re: Additional structural comments, Bud and Carol Carr residence, 2401 Arapahoe Road, Estes park Dear Jared, You explained a couple framing anomalies to me on the project referenced above. I reviewed those and offer the .following comments. Our note on sheet A4.0, joist to rafter connection detail, calls for double Simpson #H-2.5 truss clips; one on each side of each rafter. I rechecked the uplift loads and find that I do need that on the longest rafters; those over the garage and kitchen. Those rafters span about 35' for both opposing rafters. On all other rafters, over the bedrooms and living areas, one truss clip is adequate. You noted some slight differences in the roof .framing above the kitchen area. where some of the long rafters are headed off. The span of the triple 2 x l 2 header is 8'-4 1/2" instead of the 8shown. I rechecked this and find the header and the triple 2 x 12 side rafters to he adequate. There is a conflicting note on sheet A4.0 that calls these side rafters to be LVL's; please ignore that note. You should add strapping such as Simpson #CS14 or 1.,STA9 from rafter to header and header to side rafter. You may also use the same hurricane clips there; single clip at rafters and double at each end of the header. I feel that the structure of the building will comply with the applicable portions ofthe 2009 International Residential Code and with good engineering practices. Please let me know if you have any additional questions. (") ' L IP.-1);q,Liff-111 f1,1 z , A A RCI ;7,40/ rig:Pro2,047/94,-76,-, February 25, 2014 Mike Kirigswood 1.52 Stanley Circle drive Estes Park, CO 80517 ECTS Re: Structural comment, Bud and Carol Carr residence, 2401 Arapahoe Road, Estes park Dear Mike, You explained to me that the foundation wall between the house and garage was misplaced by about 6 inches. You chose not to change the floor plan and make the garage smaller. You hung 2- 1 3/4" x 11 7/8" LVL beams in the floor framing next to the house/garage foundation wall as shown in your attached sketch. I checked this beam and find it to be structurally adequate for the design loads. I feel that the structure of the building complies with the applicable portions of the 2009 International Residential Code and with good engineering practices. Please let me know if you have any additional questions. Sincerely, /John Freeman, Architect, •""7 r,„),-- • • 44,,,,!:,) to. fr"•7 fite Dr art e rrig2taltar4/2'n"7 Fara-an,- -777-7,a Town ot Iiistes Park Mail - 2401 Arapahoe truss drawings https://mall,googl.e..corn/mainti=28cik=8d5aead2f5&view—pt&sea_ 2401 Arapahoe truss drawings 1 message Jared kingswood xiaredigherneshykingswone coffin "Fe, Charlie Phillips ongh•Ilitosepettles tag>, Daude Trairheld <craufield@esies orgy 0 will also have a copy of these onisite or Thee inspection Jamd M. Kingwood Kingwood Homes,. inc. Preted Manager Ceti 097000,i 214i &Xi 7 Office Fax diri'in '58(5 - '148 EFARk0y.14.910ffingAtcpm 71 2401 Arapahoe.pdt FEB 2 2)14 Charlie Phillips <cphillipstgestes.org, Tue, Feb 25, 2O4AA at bit 2/25/2014 10:18 AM 0 ,°•;;,1. D. a a Ch "' '4 ,...... ,,_. 14444 rt— 7 " 'Aga V:4 dwat! , :aa "LI 5=a a.. 6,06, QUI 4 ' Erg 1"7"7"771'' giSIT:T229f4 'At7. Lg 312 e ItC 9 ° TE„ g VA: nry, CD a 40 aaa ca 0 C# 40 0 0 0 0 0 • 04 04 0 0 a vt 3 • X X 31' 33 33 R E 0 01 04 0 0 0 01 0 3: 4.# 401 04 (0 10 0 0 a 11 1- • Ca. a Ca 10 E Ca . 40 • 0 u /444 0 01 0 0 Dal 04 • a 0 0 #.1 01 L.0040 ru 10 0 Ori • C 41,1 1- 4.0 DC 0 -4° 14- 410 11- 10 a a V, VI 111 MCC a a a Ca 101 .a (0 0( 0 0 0 0. 0 'CD 0 0 CO 0 0 0 CD 1,1 0 0 0 0. 0 1 1.1/104 U 401 4:# 1E,E 64 > Or• t>41. - E.' r- 0 C# C.3 404 0440)40404 OF 041 4040 '4A 4. 6. „T„ 001 5 E o Ed Ea I 0-0-2. 0-9-Z 0-9-t'L I 0-9-Z t 0-0-Z 0-9-0 0-9-8 0-0-Z 0'3-9 F 0-0-G 0-9-P 1-0-Z 742 411:i° —a 0 - 0 • 44 44 = itY 24 0 r..1 644 ,4 0 OP °U. 00, a a a CA 0 a ,44 E. a 68 ,, o 646 a 0 .3, 4 o ,o4 C E o 0 44 64 194 44- opao acg 64644 c 6-9 L64L44W 44 44 4W 4- 4- 641944464441 a CC a a. 144 a 0 0 0 a 0 0 a 0 Sa 0 a • • ^, CA 0 0 a a I M e,11 L) 9-4 o a.44 >om›.m -0 w w 44 a a al in 0 L) co e 64 46 44 116 000 IE N,5 INN .NNN ‘,1 P P P P At. ,Ni- Nla 4- 4- er ca o VI A . VI 0 0 0 NIN ,-L, 0000 8 0 0 r j 4 8,0 0 0000 lz 8 C3C" CN Cs 0 CN 0 0 ,t 0 rn 1 2. WA r,4 0,1 0 ',..., .1'' 1 >4 4 4 T1 8 4,N C N..) Li Li Ld U 0 P`N- NN- N- CNO 00 3 g CA L./ 3 a—, n 04/29/2014 16: 50 9705930124 GOLD ROOFING INC PAGE 01/02 Received Date Received By permit Number MID ROOF INSPECTION AFFIDAVIT TOWN OF ESTES PARK DEPT. OF BUILDING SAFETY 170 MacGregor Ave.. P.O. Box 1200 Estes Park, Colorado 80517 (970) 577-3722 Fax (970)586-0249 www.estesnet_com The Department has pre approved the roofing installation to be completed without a mid roof inspection, due to impending inclement weather or work being scheduled to be done on a weekend. The contractor failed to obtain required mid roof inspection as required by sec. 109.1.5. The contractor shall complete this Department letter and leave it with the inspectkm card at the jobsite. I verify that the mid roof installation at (address) Z--"tAl I PrVel-pcdr) 0 .P./ - was performed in accordance with Chapter 9 of the 2003 RC and Amendments / Chapter 15 of the 2003 16C and the manufacturersInstallation specifications, including but not limited to the following: 1. All roof areas less than 4112 pitch have been protected by an ice water shield. 2. Shingles have been fastened per manufacturer instruction (on packages) for high wind area. 3. Type of fasteners used (specify) I 1.4 nCal5 (49 4. The underlayment was inspected and found to be in an acceptable condition or has been reptaced. 5. The flashing was inspected and found to be In an acceptable condition or was replaced. 6. Ventilation has been provided; minimum 1 sq. ft. per 150 sq. ft. attic space. With my signature I verify the installation meets Building Code and manufacturer's specifications and I release the Town of Estes Park from any liability. Town of Estes Park Business License Number Signed After Installation oompte caU for a fi'nal inspection by the Building Department. The permit and inape rd card are required to be available at the time of the final inspection. Provide a ladder for access to inspect all areas of the new roof. 1\ServeraNcornm_dav\BuildingFcgrnsIFORM_-_,MID_R F N CTION.doc Revised 1117/08- CB own of Estes Park a' - 11-9472 - 2401 Arapaho Rd - CO request Page 1 of 2 B-9472 - 2401 Arapaho Rd - CO request 2 messages Charlie Phillips <cphillips@estes,org> Charlie Phillips <cphillips@estes.org> Thu, Jul 10, 2014 at 1129 AM To: Alison Chilcott <achilcott@estes,org>, Dave Shirk <dshirk@estes.org>, Phil Kleisler <pkleisler@estes,org>, Karen Thompson <kthompson@estes.org>, Will Birchfield <wbirchfield@estes,org>, Claude Traufield <ctraufield@estes,org>, Jen Imber <jimber@estes,org>, Kevin Ash <kash@estes org>, Joe Lockhart <jlockhart@estes,org>, Kayla Downey <kdowney@estes.org>, Reuben Bergsten <rbergsten@estes.org>, Steven Rusch <srusch@estes.org>, Chris Bieker <chris@utsd,org>, todd@utsd,org, Melissa Duell <rnelissa@utsd,org>, Wesley Reichardt <wreichardt@estes,org>, Noel Pointer <noel@utsd.org>, Jared Kingswood <jared@homesbykingswood,com> Good morning, Jared Kingswood requested we begin the CO process for the below address and permit number, B-9472 - 2401 Arapaho Rd - CO requested 740-20142 Due by 7-24-2014 Owner: Dale & Carol Carr Contractor: Kingswood Coast. (New detached SEM Under review - Bldg, Plan'g, Pub Wrks, Lt & Pwr, Water, Sanitation Piease initial your approva/ on the in„spection record card, Also please review and comment in PTWin by 7-24-2014„ lf we receive no response by the deadline we may assume it is approved and proceed with issuance, Please call with any questions. Thanks, Charlie (";;harllie Senbr E3taldng [Permit Tearmician D .us of Building 2; a fel y 970.-5'77-3726 ephiHips@estes,org Melissa Duell <melissa@utsd,org> Thu, Jul 10, 2014 at 11:35 AM To. Charlie Phillips <cphillips@estes.org> Ho Charhe, The District has nothing; pendung for this property, Fees have been paid, &connection was made, 10/10/1,3, https://mai Igo . ,e.co . lailiu/Ofhti-2&ik----8d5aead2f5&view=pkVsearch=1.11.box&t.h=147... 7/10/2014 Town of Estes Park Mail - 13-9472 - 2401 Arapaho Rd - CO request Page Thank; Melissa Mason StO riner ACC'S:RA:41LS 10J1S0* UP PER 1111' DISIMET R41110 L)v)per. ""rholl-hpson San(tathan. Dstr A P..0. Box 568 ESte Park C 0 80517 Phone: (970) 586-4544 Fax (970) 586E1 049 From: Charlie Phillips [mailto:cphiliips(0)eqes.oigi Sent: Thursday, July 10, 2014 11:30 AM To: Alison Chilcott; Dave Shirk; Phil Kleisler; Karen Thompson; Will Birchfield; Claude Traufield; Jen Imber; Kevin Ash; Joe Lockhart; Kayla Downey; Reuben Bergsten; Steven Rusch; Chris Bieker; Todd Krula; Melissa Duell; Wesley Reichardt; Noel Pointer; Jared Kingswood Subject: B-9472 - 2401 Arapaho Rd - CO request 1 ps://mail.google.corh/mail/u/0/?ui-28dk=l3d5aead215&,view=pt sear =in box&th=147... 7/10/2014 caw : . LENS et .A Applicant Name:,�������� �. Na Address:._ Phoa e N/her. e Est required i b NY I I certify' that this Aflid:vrt repr on the project described above, ssued , [il all DOTI actors/subc a NM I a -eop1et e a d that F"inal.- d above have or/s ubeontraetox„ ho perfbxxu ed bow, 1010 be provided ees f °ccnp acy w ;nt be ( , n a)(Estes Park Elusuleas. DATE: 07/21/ 4 To: iKingswood Homes Re: 2401 Arapahoe Road Estes Park, CO DRYLAND STUCCO, INC. P.O. BOX 270626 Fax: (970) 282-1384 Ft. Collins, Colorado 80527 (970) 282-1018 8 4"1"' 2 This letter is to verity that all hard coat stucco and weep flashings were installed to the manufactures recommendation on the address listed above. Dryland Stucco,. Inc. takes full responsibility and doesn't hold Kingswood Fiomes responsible in any way fbr the installation„ Please feel free to contact me WI can be of further service. Cordially, Thomas D. Combs President CARR - A4.0 (Carr Permit Submittal Set) WALL \JSUL. iER ON GS • 47.e".311 110, edg, .0. *V" 4111.10, ON. 111. '1111 IF PIT * 41 IX, WINDOW PER MNFR SPECS, TYP R-20 UN -FACED BAIT TH 4 MI ATTACHED TO INSIDE EDGE OF S 9 1/2" RFPI OR SFPI JOISTS INSULATE BETWEEN FLOORS EXTERIOR WALL - 2x6 STUDS @ 1/2"x 10" ANCHOR BOLT © 4' o.c EMBEDDED INTO CONC. w/ 2"x2" WASHERS 6"-12" FROM EA. END TREATED SILL PLATE ON SILL SEAL, TYP vf FOUNDATION WALL HELD TO C (AT DESIGNATED L TIONS) ALIGN INSIDE EDGES OF FND 1 1/2" OFF INSIDE OF F MIN( WHERE FND COMES ABOVE MA ['own of Estes Park Mail - 2401 Arapahoe Rd https://mailgoogle.cottilmairui,-,2Mk=8d5aead2f5&view=pt&seareK., 2401 Arapahoe Rd 1 message Charlie Phillips <cphillips@estes.org> Charlie Phillips <cphillips@estes.orp Fri, Aug 2, 2013 at 12:17 PM To: Jayson McMurren <layson@homesbykingswood.com>, Will Birchfield <wbirchfieldestes,org>, Claude Traufield <ctraufield@estes.org>, Jared Kingswood <jared@homesbykingswood,com>, Mike Kingswood <mike@homesbykingswood,com> Ho Jason, found the plan submittal package for 240'1 Arapahoe Rd in my inbox today. Based on a preliminary review of the plans and the minimum submittal checklist for the plot plan and the construction plans, we cannot accept the plans for review until more info is provided (and some changed) Please stop in sometime to pick up the plans and to go over the necessary changes, Thanks, Charlie Charlie Phillips Senior Building Permit Technician Division of Building Safety .970-577-3726 opF]il psP estes, org 1 of 1 8/2/2013 4:13 PM Received Date Town of Estes Park Permit Nurnber Received By Long -Term Reside tial Applicatio Pui ding Permit Division of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires General Information (970) 577-3726 " FAX (970) 586-0249 " www.estes.org NOTE: Use this Form o Long-term Residences 30 days or more. Permit Expires ob Address: -2-L10/ Condo: 0 No El Yes; Lot Size: Lot: Block: Subdivision: liprJA .., Parcel #:__3... 4/ o)....1— os — 00 4." Owner Name: V L 4CLr4 Phone: 340 -.'"-?' 2 6 0.33 ' Address: ? I pad/. C-0 3°Sdg (Stree (Sta Contractor: _Town License #: Address: 1 (Sreet)Y e E a I address (RE UIRED : The Following Applies to New Work On( — Complete ati that apply: r.,..,'. New Buflding 0 Atteration 0 Addition Master P ilding Use(s): )FrOwner / Residence 0 Rental — 30 days or more 0 Accessory Dwellin Existing use: ProLosed use: Al ,.., ; # of New DweL1ings 1# of New Kitchens: Sewer: 0 Estes Park. Sanitation JUpperThoinpson Sanitation D Privat ,ic — Requires Applicant to first go to• the Health Department P inl Involved: 0 No Yes — State and Town Licenses Required; Plumbing FixturP Worksheet Required. A ixtures: Add 0 Relocate 0 Replace Dernolish Water Servicel Existing New - # of Meters: :L_ . Meter Size: _ s ctric Involved: 0 No JlidlYes — State & Town Ucense Required. S ote Permit and Inspection Required. Temp Meter: 0 No VOYes Service: 0 Existing No\ 0 Overhead - Underground tt of Meters: i Meter Srze: / amps,' Phase Voltage 2-° _ _ Type of Heat:, oi . 3 'Furrrace Fu a,..s Involvedri Yes — cations and System Sinn quireth TiTittiD; El ct u CJ Etoder Type: :1.1 Natural Gas 0 tPG ' • of Gas Applianc ' / 0 I ts: Building, Height: Etas e Fin Unfin Garage / Carpoi Attached Detached Tota Vaivations (Liabor & Materials have 54bmfteed the 7n1mum SUbmittal Checklist for Residential Construction Plans-2009, MC wlth thIs applica tion„ certify this application is true. and. correct and agree to perform the work described according to pians/specifications subrr tted, reviewed and approved, and comply witls local ordinances„ state and federal! iaws as well as budding codes. V certify that I have the property owner's authorityand permission to appt for this permit, Additionaliy„ UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION„ ,'Contractor 0 Owner 0 Owner's Agent 0 Tenant Signature • fob D Appiicabie Codash iccupant Load(sii Variancesi Front Setbacks ZOWng Census # Building Official ...„, ••••••••••••• "111111"1""1"11111111:::, ;tit 1' 1.1111i 'It )1) „.,„,..,...„„ Type of 00015t. Occupancy Ciassiesh Fiood Load(i) fir. of Load: Rear iver Side Hazards Geo VV'ildfire rtiood Date -r- Dept. Approved Disapproved #uhiicii Works Water ig ',Power Fhanning Fire Pian Review County Tax Cert. of Occupancy Fees ia 3Alluildn'w(„5Tf,Forms.',Appl"ucg.ains,Tiuilduagl Re14,:vdenwt P'cr,m1rd,OU-1.01I1R.CSidi,:114.W 1.thne linTIffi APPROVHDd.oc t Deck w/o Rouf (0)2-3Z wed, and comply with terrnit, Additionally, IATED THIS 1 Tenant Received Date Received By. NOTE: Use this Form Town of Estes Park Long -Term Residential Application/ .uilding Per Division of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 General Information (970) 577-3726 FAX (970) 586-0249 www.estes.org Long-term Residences 30 days or more: ob Address: IL/0 I Ar Block: 4 Subdivision: Owner Name.. BLJ6 Address: 7'")1 Dalye, (Stree, Contractor: Address: E ail addres REQU The Following Applies to Ne Building Usefs): Existing. use: Sewer: 0 Estes Park Sani (City (City) Work Only — Complete all that apply: Owner / Residence 0 Rental — Proposed use: Dfl Upper Thompson Sanitation Permit Number t Application Expires Permit Expires Condo: 0 No Yes; Lot Size: Parcel #: 3.q0.)-1 05-0 _sfi Phone: 3a 3. )?6-f33(-) C-0 State Zip Code) , Town License #: Phone:YX1-.‹, as/7 ate (Zig Code) New Building 0 Alteration 0 Addition Master Nang J days or more 0 Accessory Dwelling ; # of New Dweilings: ;#oNewKtchens; Private Septic Requires Applicant to frstjpto the Health Department, plumbing Invoived: 0 No Yes - State and Town Licenses Required; Plumbing Fixtur Worksheet Required. Fixtures:p Add 0 Relocate 0 Replace 0 [Demolish Water Senfice:. Existing New - PI of Meters: Electric Involved: El No X?Yes — State & Town License Requireci; Stote Permit and Inspection Required, Temp Meter: . Service; 0 Existing pPNe w 0 Overhead DI Underground # of Meters: Meter Sr: Type of Heat: Gas 0 Electric Building Height: Ft Job Description: have submitted the lirFurnace 0 Boiler Base me Fin Unfin 'ckJt or Resld amps; Phase Fuel Gips Involved No d Yes Quaiifications and System Sizin Type:, Natural Gas 0 PG # of Gas Applliances / Outlets: nstructio 2 Floor (sf) Fin Unfin Ik"4.• c Meter Size: inches LiVoltage Required.. Garage / CarportPorch w/ Roof Attached (sf)c8 Detached Total Valuations lLabor & Mlaterialsk s appiicati certify this application is true and correct arid agree to perform the work described according to plans/specifications submitted, reviewed and arr ocal ordinances, state and federal laws as wet as building codes. l certify that I have the property owner's authority and permission to rr UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS APPLICATION, 'Contractor 0 Owner 0 0%.- natu Date ill b De r tion: Appl cbe Codes): ccupant L cif* Variances,: Front Setbacks -oniog Census BuilcVng Official 'type of Const, ood Lo s Rear Side 1 Occupancy Casse): s o f Load: Lig River Hazards Geo Wildfire Flo° C at Bohdiri ; Piian Res County Cert. of Occupancy_ Total \\Seim er13\build kpt Go u Appkrsoo 1Wny msResidentuilIt o. stu iJwt Peralit 201 i'PROVE1).;:loc<s 17/201 VS; Fees Si EN HAMA 4 E SECTION 401 GENERAL s chapter applies to residential buildings. ,,,...eueneplittise. Projects shall comply with Sections 401, 7402,5. ,and 403.1. 403,2.2, 403,2,3, and 40.3.3 through 403,9 (mimed .to as the mandatory 'provisions) and either 1. Seetions. 4.02,1 through 402.3, 40'3.2.1 and 404 1 (pre- scriptive), or 2. Section 405 (performance). 401.3 Certificate. A permanent certificate shall be posted on or in the electrical distribution panel. The certificate shall not cover r obstruct the visibility of the circuit directory label, service clis- et) nett label ot othts. vequited labels., The tertifkate shalt he pleted by the builder or registered design professional. The certificate shalllist the predotninant R-values, of insulation installed in or on ceiling/roof, walls, foundation. (slab, basement wc1i, craw)space wall and/or floor) and ducts outside conch- ioned spaces, U-factors for fenestration and the solar heat gain coefficient (SI-I:GC) of .fenestration.. Where there is more than one. value for each component, the certificate shall list the valuecover- ng the largest area. The certificate shall list the types and efficien- T INSULATION NO FENESTFI ERGY EFFICIE CY cies of heating, cooling and service water heating equipment. Where a gas -fired unvented room heater, electric furnace, or base- board electric heater is installed in the residence, the certificate shall list "gas -fired unvented. room heater," "electric furnace" or "baseboard electric heater," as appropriate. An efficiency shall not be listed for gas -fired unvented room heaters., electric furnaces or electric baseboard heaters, SECTION 402 BUILDING THER0'.gAL E •VE PE 402.1 General (Prescriptive). 402.1.1 Insulation and retiestration criteria. The .budding thermal envelope shall meet the requirements of Table 402.1. I. based on the climate zone specified in Chapter 3. 402.1.2 R-valne computation. Insulation material used in layers, such as framing cavity insulation and insulating sheathing, shall be summed to compute the, component R-vatue. The manufacturer's settled .R-value shall be used. for blown insulation „ Computed R-vaiues shall not include an R-value for other building materials or air films. 402.1. tiE E ENTS SY COMPONENT' ; GLAZED "! WOOD ASS . BASEMENT' SLA.o ' • spACEc CLIMATE FENESTRAT1 N ' skvi_uaereb FENESTRATION , CEILING . FRA WALL WALL FLOOR ALL , *VALUE WALL ZONE OFACTOFP 0-FACTOR , SPIGC" ' R-VALUE ' Pf-VALUE , Fi-VALUt ' RNALUE ' R.VALUE ' & PTH R-VALUE , 1 1.2 075 ' 0.30 30 13 .3/4. ' 13 1 0 0 0 .-., t : 2 , 0.65i0.75 ' 0,30 , 30 13 4/6 13 ' 0 0 0 5/13r 3 050i 0.65 • 0,.30 30 19 13 .5/8 0 ' 5/13 r 4 except 0,35 060 . lkiR 1 .38 13 5/10 , / 9 10/13 , 10, 2 ft " IWO I 5 and . 0 35 " 0 60 NR 3/3. '20 or 1 3+5.'' 13/ G 7 , "Mr 10113 100 2 II, l 0/ i 3 article 4 . ,-...._____, _..r.--,-.-7--7-77 . 6 i 0.35 0.66 .NR 49 20 Of 13+5 15/19 ' 30g. 15119 10, 4 ft 10/13 , 1 7 and 8 0..35 0.60 NR 49 21 19/21 380' 15/19 10,. 4 ft 10f13 Pot S1.i. Ime, N.A.% •rarm, a „ R-vluei, are minimums, fi-factorq. and SEIGC. are trocx imams. R- 9 bans compressed into a n.omt nal 2 x 6 framing cavity such that the R- va G i % reduced by R- 1 or more shall be marked with the compressed bats "'I -value in addition to the full thickness R- value, b„ The fenestration /./- factor column excludes skylights, The SHOC column applies to all glazed. fen.estration, c, 1,5/19' means R.-1,5 continuous insulated sheathing on the interior or ex terior of the home or R.-19 cavity insulation at the interior of the basemen! wall, "'" 15/ 9" shall be permitted to he act w ith 12- 13 cavity insulation on the interior of the basementwd1 plus 12-.5 continuous insulated sheathing on the interior or exterior of the home. 10/13"'means R, 10 continuou.s insulated sheathing on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall d ft.5. shall be added to the required slab edge R- values for heated slabs Ins.ulation depth hd1 he the depth of the footing or 2' feet, whichever is less in Zones 1 through 3 for heated 5 labs. e. There arc no SI4CIC requiremenis, al the Mar,nc Zone. Basement wall insulation is not required in wann-humid locations as defined by Figure 301.1 and Table JUG . I g Or insulatinn safficiemto fill the framing cavity, R 19 minimum.. h. "1345" means R 13 cavity in.so1ation phis R ,5 nsolated sh.eathin& 11 strucwra1 sheathing covers 25 percent or less of the. exterionulung shethninsuringg is ran required where structural: sheathing is used If structural sheathing covers more than 25 pereent of exterior structural sheathing .shall ,supplemented wlth tated sheathing. of at least R, 2 Thei.seconsi R.., \rutile, aoptie.s. when w hit hat the insulation is OR die interior of the aass wuti .t, Fur rn pact rated fenestration complying with Section R301.2. I2 o the Mae rratiovrt21 Resider rim" Code Of SCCi i011 4 608. G .2ot the forerno ti ono St uldin C'otle, 1hr max inium II -factor. shall be. 0.'15 in Zone 2 and 0 65 in Zone 3 ERNATIONAL E LGY C SErVATIO COD 27 I PLOT' PLAN S P]CIFKATIONS (FOR PROPERTY IN THE ESTES VALLEY) Required information must be provided and verified 1-.)y checking the appropriate review box. Incomplete submittals will not he accepted and will delay the review process unless specifically waived by Town Staff. Plans that have been marked in red will not be acce,pted. Properties within Town Boundaries: Town Staff requires 5 identical Plot Plans and 2 identical sets of :Building Plans for residential submittals, 6 Plot Plans and 4 Building Plans for commercial submittals. The following information is required on plot plan submittals: A. Legal Description if Subdivision, PID (Parcel Identification) number Metes & Bounds. Also include Vicinity Map if new Commercial construction. B. Identify graphic scale used (Scale must be 1",-20" or larger). Legible Plan. Maximum paper size accepted 24:' x 36", Directional Arrow - North. C. Property line distances & bearings. D, Minimurn required setbacks establishedEVDC, or platted hudding envelopes. Proposed setbacks, E. Other required setbacks as applicable (wetlands, rivers, and streams). E. Show location & dimensions of all 'buildings, including any decks or porches on lot. Include eaves if they encroach into property line setbacks, G. Show existing and proposed easements te.g..mility, access, drainage). H. Identify' location of all utilities & proposed service taps. (electric, gas, water, sewer) Include pipe materials used for water and sewer lines. Examples: Water- Type K Cti, Sewer- SDR35 Note: Utility connections within a street shall be close enough together to create only one patch,. yet .meet the minin-WM separation per utility. Existing streets will be cut at a 90-degree angle for connections &,, road patch. Applicant shall acquire a Public 'Works Right-of-Waypermit and meet all construction guidelines. 11 questions, please contact the Public Works office at 5,77-3586. L Nantes of all adjacent roads, J. Existing driveways and changes to existing driveways, K. Show proposed driveways,. including the street connection with I0-.foot radius on each side. State maximum driveway slope and driveway slope within twenty feet of street Miersections, Note existing roadside drainage conditions and show cross -pans, culverts or swales as needed, L. Drainage arrows showing proposed drainage direction(s). The following .information may bt-, required on plot plan sulmtittals: Note original grades & finished grade with elevations at building corners and 'finished floor elevations of all floors. N. Structures over 2,5 feet in height from existing grade must provide existing & proposed two foot contours. Structures over 25 feet in height Applicant Review 1r, Staff Review Staff Waiver Li 0 E3 0 0 0 El 0 0 0 1,111011.1rn,IE1L,21ritntL1L1.421.1.c.Atiat.L111A...4.t..ng Page 1 Revised 10127106 must also show an overlay roof plan On the site plan with the height of each ridge noted, as measured from existing grade. (..). A detailed grading and drainage plan is required for multi -family and nonresidential (commercial development), single-family and on lots created after February 1, 2000; single-family homes in ridgeline protection areas; single-family homes in geologic .hazard areas, e.g., sites with twenty percent or greater slopes; single-family hares in areas that, include significant historic drainage channels/ravines. Refer to applicable Grading and Drainage Checklist for .required information. Note: Public Works may require detailed drainage plans at any time, on any lot reganness of inception date. P. Applicants must refer to Section 7.7 of the, Estes Valley Development Code for submittal requirements in geologic and wildfire hazard areas. Q. Single-family homes built on a debris fan require a stamped foundation plan. R.. Condominium additions will require approval ,froin. the Condominium Board of Directors or unit owners and may require attorney review of the approval documents. Refer to applicable Cond.orninium Terms handout and Building Permits for (2ondorninium Additions handout for required information. If questions, please contact Town Planning Staff at 577-3720 Or 577-3729. S. Any significant trees and shrubs with as diameter of 8" or more at breast. height must be shown on lots created, ,i.e. recorded, after February' 1., .2000. Diameter at Breast Height (DBH) shall mean tree, trunk diameter measured in inches at a height of four and one-half (4.5) feet from the ground or, i11. the case of a tree .that is divided into .multiple trunks below four and one hat' (4.5) feet, as measured at the most narrow point beneath the point of division. For development in the A, A- 1. CD, CO, 0,, CH, , and R.M zoning districts: the percentage of impervious coverage may be required. ,If questions, please contact Town. Planning Staff at 577-3720 or 577-3729. For development in the A CD, 0„ and RM zoning districts: the ,floor area ratio may be required. If questions, please contact Town Planning Staff at 577-3720 or 577-3729. V. Activity in a floodplain requires a Floodplain Development Permit to be submitted with Permit Application. if questions, please call 577-3728, W. For multiHfainily tnd nonresidential: ,Depending on the scale of development, staff may require submittals of some or all of the information found in the Estes Valley Development Code. See Appendix. B-111,-, "Development Plan Submittal Requirements," If questions, please contact Town Pla.nning Staff at 577-3720 Or 577-3729. El 0 0 IN 0 0 0 0 0 Pa,g.co 2 Revi.sed 10/27/06 C13 ESTES PARK COLORADO THE TOWN OF ESTES PARK SU BM I TIA IL, CHECKLIST FOR RESIDENTIAL CONSTRUCTION PLANS- 2009 IR(1 General, Thforwation 970) 577-372b • Fax 970)586-0249 • www.estes,org Division of Building Safety 170 MacGregor Avenue P.O. o 1200 Estes Park, CO 80517 Required information must be provided and verified by checking the appropriate review box. incomplete submittals will not be accepted unless specifically approved by Town Staff. Plans that have bee marked in red will not be accepted. Properties within Town Boundaries: For 1 & 2 Family Dwellings provide 5 identical Plot Plans and 2 identical sets of construction plans For Multi -Family projects provide 6 Plot Plans and 4 construction plans. See Plot Plan Specifications for MiniMUM plot plan submittal requirements. he following infor 1,1 Applicant Staff ation is required on construction plan submittals: Review Review Design Criteria: A Provide design method and design criteria used in design of structure. Stamped Engineering 0 120inph / Lxp B WFCM (AFPA) OICC 600 Town of Estes Park locally adopted design criteria: • • Ground Snow Load: By elevation, 45 psf for <8000 fee/ t."51.5pslfuti:L8t.1991ecit) 70 psf Wind Speed: 140 itiPh, 3 second gust. Exposure (' (Defitultzsijx,spe,cinlehyArch/Eng for B) >0000 • Sei sale Design Clategory • Floor Load (all f1oor) 40 psf • Deck Load: 60 psf, Hot Tub Deck 100 psf minimum • Frost line depth: 30 inches (Can be shown on Foundation Pia Foundation Plan: A Show footing. size, depth and location, pad sizes and location, foundation wall detail (size & heights), cross section include reinforcing size, grade & spacing Show SOG locations and thickness Dimension all elements . Foundation oer 9 feet wails vin height from top of :footing to top of wall require a Colorado l If decks are proposed, show pier size and sPa6ng dimensi"s' ( Registered Design Professional (Architect or Engineer) stamp on the plans D. Show location of allfhold downs) specud connectors or- fasteners and ancicO) bolt size & spacing,. E. identify graphic scale used (Seale must be 1/4"= or larger). .!'ylaximumpaper size accepted 24 x 36", Directional Arrow: North. Floor Plans: Ifabei use of each room and shoo :window sizes and type, door swings and sizes plumbing fixture placement, kitchen cabinets, appliances, stairways, fireplaces, a ter heater and :furnace location, etc. B. Provide separate plan for each level. ( if decks are proposed, show size (dimensions.) and iocation, r), !eternity graphic scale used (Scale must be 1/4"—/ or /arger). Maximum paper size accepted 24." x 36"., D i cnna Arow North. V,,Server \,,Resi.dc,n6:11, Flan S,„straittal.J...etitr!..iremenc Chec:k.list 2(.1,09 - APPR.OVIIIktoc H./7/20H. R. iso,1 CM Floor Framing Plan: A. Show direction, size, spacing, species � and d"ries grade of lumber to be used for floor ,m � colunms. All beam and header sires are to be noted on the plans. For °1' Joists spacing and manufacturer" of Joists, if y'rcrvide plan for each level. (For a sinone story hcmay be noted on the Ilocar (:. Show location of all hold downs aiid9 special connectors or fasteners. [�. If decks are proposed, show all requirements of (A) above, including deck coveritt f;, ledger sire and attachment, Identify graphic scale used (Scale rmust be 1/4"=1.> or larger). Maximum paper size accepted 24" x 36", Directional ArT'ow — North Roof Framing ing Plan: nd ze, s A. Show direction, sire spacing, sl es ii aririrade of luniber`;to he used for the rafters, girders,. beams, columns. For `1' rafters show size, series, spacing and nanuf"scturer of rafters. All beam and header sizes are to be noted on the plans (tor a simple one story house with only engineered trusses, the truss layout and details can be submitted, for the roof framing plan. Show bearing points on the floor plan) 5004,0 .0e f 7 c 4 „ 7 N G.. 0 104P 4a „me 1. If porch roofs are proposed, show all requirements of (A) above. C . Identify ;ralrliic Maxiinu.m paper f;levations le used (Scale must he 114"•:.�1' or larger'). 1 ee, E ac';cewed 24" x 36", Directional Arrow I icarth. A. Show all sides. Show r veneer materials.. Show finished floor Dines and grade line at building. Identify graphic sca Maximum paper siz Detail and Sections: Cross Section from bottom of footing to hi stud size and spacing, sh.eathin,g material, attachment. r°uiif 10 wall attachment ins materials usedt ,r c., ".a i 0 t,ropl ' -h, roofing material, window and door placements, and all exten rsed (Scale roust he 1 J8" ccc.rated. 24" x 36" n t. d friar Show critical construction d feet in height from Professionals st:<atnp on id 1;4 identify graphic scale used Maximum paper si ne accepted„:4 �x 'Energy Conservation Docurl;°,ctmtation: A Submit Energy Compliance Documentation fr. Distribution Systems or provide a ResC,`heck analysis. point of root Shove details of coast inside finish., plate sizes„ wall to foun Snow bearing 9te.iulit for each floor r' a4.1f5;5Es o J x. 4 .0 l e wells, landings and stairs. Show rinse rurr'"headrooni he pecial sttt,icturatl itertts„ mein heavy tirnber connection detail N. of wall require a Colorado Reg .' puairrs. must be 318" = l " ear latrger). As the permit appl icant I have reviewed the above nit°Haitian subm complete. Incomplete subrnittais mill be returned or will be placed submittals are receive APPLICANT: tt oat ctor I0 Owner Ign attire c: G I rrr uis'timid oirs 'rint Nar t t'hartdrai decks, pouches„ ancl. Reta.inimrz wa, rat r"lnrr arha: ul4a82H0'., usual unernents and vet°if;y this submittal is nt;kutaa of°the queue until complete 0 Owner"s Agent SUB I AL LOG ADDRESS ,2 0(.)/ e.004.- DATE DESCRIPTION PERMIT NO. STATUS DATE SHIAIOH CIOOMSDNINI Snow White Retreat 73 r, 0 Lr) cp co a) 0 0 U 0_ (p " < tr) (I) 4-1 1- (I) Lu (a I CL1 u), co 0 7/16" OSB. HOUSEWRAP - TAPE SEAMS. STUCCO FINISH W/ 2x TRIM DETAILS 1- 5 50 05 0 0 SIDE EDGE OF 22 05 26 52 05 1.5 00 a 2 0 6S' ar=. `." 5 5 0 0 00 0 o 5 5,L2 w LU z > U-I oci w Z 0 0 z > o o 5 E6 4 c, 0 z 55 O Z 0 tc- (2' 5 55 <2 g"- N uj 2 0 0 0 zE 2 .8 L1.08 00 NJed sels3 pj aoyedeNim 0 '6 115 0 100.1119/1 emtuvi mou Z " Lino Kuno ig pna 0 CD ..c•44 -c 55 12 000 MINIMUM 2TO DOOR FRAME FROM g E0 .z 55 WI R1 55 ,n 05 51- 2o 00 w6- co452, 5 1 0' OUSE WALL AND 0 WALLS AND 5/8 TYPE 'X' AT C OR WALLS AND ALL 8' D W.H. IF NECESSARY. MECH. LOCATED IN CRAWL LI" 0 0 0 0 0 2',*! E.18 95 (I) ct z z Uj LU >LU Ltj - S4IAOH CIOOMSOMI)IS co Ul coca O > w,a rf. 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LOCATED IN CRAWL SHIATOH GOOMSDNI)P 0 uJ >- 0z Z ou-buJ 00), Li., 0 5 cff.< 0 8 ELOPE N ,st a) 00 Jae3 imie3 pne (90 ETP L..9z (90 !P gfo 009) 4 "LI o ?): z ° 22n2 10' LI. 9 09 00 'MJed sals3 P8 eociedeiv 1.0t lea.qati emqm MOUS [LU z 0 z • Yrf V"' < UL 0 Uj L1J 0 CO LU LU z S J I" O I -I QOOMS OMIN KINGSWOOD. CO co Lc)U) CO 0 co co 00 0 L 6508 00 1-led sols2 py eoyedeay [OPZ ;eaamj a;!yM Mous imp !woo '8 pna 0 0 1 0) 0 SEIAOH GOOMSOMINI co M r; L6908 00 Ved sais3 p?:1 eoyedeay 60t7Z ;eagea a;mmmi Moug aan3 Ioae3 +g png STI"OH GOOMSDMI)I3 L [908 03 >Ped sals9 p�{ eogedeay 60VZ ;Bagel' a;um % moult aae3 romp +g pn9 SHIA1011 8 GOOMSDNINI i330,6,31-1 \ '41n1.114, ONINadO.V15 0 L [908 00 Ted salsa aoyedargi 1.017 jea.qau amym mon Lino loAeo pn .E Z • V -C -C cr u_ z Uj z S 1 E JA O I-1 QOOMS NINI ro .—i 00 ( U ro 4-J N (IL W UI Wco II z CO 03 co 0 HOUSE WRAP (TAPE SEAMS). ST CCO FINISH W/ 2x TRIM DETAILS LL a 0 _ 0 0_ GE/HOUSE W/ R-21 INSULATI L l•508 00 )1-1ed salsa pJ aogedeJv 1•0b a; ) o O ;ee.go swim Mou i= > � Q Z • o aaeo Koaeo ig pna n 8> O X � �� Z> Z Ol'! Kew OZ MUM 2' TO DOOR FRAME FROM mQ 0 oz O� , ZO o ;_ - ¢in wog �� z= q� ,=t,w ao SE WALL AND WALLS AND 5/8 TYPE 'X' AT CE z zo IOR WALLS AND AL O 0 0 F ¢ W= = h ¢ m Q� 0 ED IN CRAWL W.H. IF NECESSARY. MECH. LOCH MECH. SUB. -POW D VENTING DETERMI SHINOH 0 QOOMSOI -N1 D LO 00 co LO Lc, 00 L 6509 00 Tad sa}s� o> pa aogedeay 60ti m E .. ��00 ;ea.�;e a;i4M nnou i= oyzz aae3 uoae3 +g pns 2 11 cn c o� wN O LU m W 0 >- S IJt OH QOOMSDNII)I3 s3 L co 00 coco z EL M L I S08 00 Ted sass P?:{ aoyedeay L0b ;ea.11;aa 8;1qM MOU .Idea K uno '8 Pn9 0, 0 0 Z • co a] sa co co CO co moo (I00MSDNI)I3 ! w U co M o� L 6908 00 )Iaed sats3 14:1 eoyedeay 60t7Z ;eaa;ab a;!yM moult Lino Kano '8 pns 0 Z • �Q IJ �i J/ 11 QOOMSDMI)II CO 00 00 X o� Ntl ovyw- v wvc. ;eaa;aa autim moult imp lamp ig pug N O EO O H E Z • °)� L J L L L L1.909 00 Ted salsa SJIYOH QOOMSOMI)I= II 0 w o z w J 2a w fX Ia w Qa <� a_ a u> = d J m a 1- 0 6 OSB SHEATHING. HOUSE WRAP (TAPE SEAMS), STUCCO o . ISH W/ 2x TRIM DETAILS HOUSEWRAP- TAPE SEAMS. STUCC N GARAGE/HOUSE W/ R-21 INSULATION 6 FRAMING AT 24" O.C. CO o� H GRADE, 8" FOUND 30" TOP OF FOOTIN NJ aoyedeay I0i a) a i o ;ea.q;eu awaitMou i= h, Z .ue3'oaeo 'g pug n ° as on hu- 0 DOOR FRAME FROM GARAGE/HOUSE WALL AND 'X' AT CEILING AT WALLS AND 5/8 TYP INTERIOR WALLS AND ALL 8' CEILI � Q O 'S x am u _ a 3 0 z BUILDING ENVELOPE S I IN O H 0 CIOOmSOmINI t----- 1 II \ r 1N co ro — O oo °C Q Q .1+ (0 a= a-- (t) 1— Q to V / !{. .u) N cn W 15' L.()00 �<) LO CO co mcr., X j0 p� aoyedeay 40ti 6 3eeJ;ou aU4M mou i= Z o amp lamp 'g Pnal 0 di n Q 0) O w 0 z a J W F 00 w a da O J m a 00 a- Y 0 _I v 1- 0 / G ENVELOPE 45 cn 0- N EN GARAGE/HOUSE W/ R-21 INSULATIO ING. HOUSE WRAP (TAPE SEAMS). STUCCO FINISH 1M DETAILS _ z 8 0 0 ATION WALLS REQUIRED WHE MIN. 30" TOP OF FOOTING TO FINISH GRADE. 8" F cc L 4908 00 )1Jed salsa MINIMUM 2' TO DOOR FRAME FROM 0 w 0 03 am Z a � Eo 1/2" AT WALLS AND 5/8 TYPE'X' AT CEILINGS, GARAGE/HOUSE WA 0 15 ING. HOUSE WRAP (TAPE SEAMS). STUCCO FINISH m 0 1 ` ce CD a) a) W LE eL p tg N W HOUSEWRAP - TAPE SEAMS. L6508 00 21aed sels3 p2:1 eoyedeay 60t7 ;Beam' await moult aae3 ioae3 'g pn _ 8040' -1i 11 1 NGS, GARAGE/HOUSE WALL AND u IOR WALLS AND ALL 8' CEILINGS - 1/2" AT WALLS AND 5/8 TYPE'X Sheet Title: LOCATED IN CRAWL .H. IF NECESSARY. MECH. SUB. -POW z S1IAOlI 0 QOOMSONI-NI .Z. D Oboe CO • CO 00 Ln. to 00 r-r rnc, x X o m �zoo�N m3�wou� ING. HOUSE WRAP (TAPE SEAMS). STUCCO FINISH HOUSEWRAP - TAPE SEAMS. STUCCO FINISH W/ 2x TRIM DETAILS ai co GARAGE/HOUSE W/ R-21 INSULATION. 0 FO 161 o M n L 6908 00 )1ied sejs3 PH eoyedeay 40b ;ee qeu omAA Mou imp lamp +g pug mp 0z C z\- 8040' 1.. MINIMUM 2' TO DOOR FRAME ' AT CEILINGS, GARAG AT WALLS AND 5/S TYP IOR WALLS AND ALL 8' NSIDE EDGE OF 03 am O r Q a' � z 0 0 r U U) U) RY. MECH. LOCATED IN CRAWL BY MECH. SUB. -POWER VENTED W.H. IF NEC S IN 0 H to Lc) 0 a aoomsDNIN!, cr,0„ ga„ DING NOTES: L0 0 uJ EJ I 00-0 5 alLu ca co D ,5 <CO 0 1.11 0_ 0 —1 Q. LU Lu > , F-- Z 00 / >- 0 Z 0 (i) /' IOU z F` 0,1 co Go TO FINISH GRADE, 8" FOUNDATION WALLS REQUIRED WHERE OVER 36" HIGH. LI.908 00 >1Jed salsg 102:1 eogedeiv 1.0P ;calm' autim mou 8 za 00 RP 2 5 00 0 Lie3 loie3 'g pug 00 ns) 09 ‹0 00 o� n. oo 00 gL'A 00< Llwc; -)4t\ t--- V-- , W - -0 - Zv_ ‘ 2\ 0. . MINIMUM 2' NGS, GARAGE/HOUSE WALL AND 0 0 0 0 0 0 0 0 rn .4 t-J9 D. te< co E-g ryo <0 L-10 m. cL 2 H. z. on po 5 0 0 z 0 > O 9ats• cr LiJ Ltj 2) Uj LU z z co S IJA OH HOOMSOMI)I3 / 5,, (0.U) CO COco 00 X X ° 2w m 0 CO 12. V/ R-21 INSULATION. 0 tcr ED WHERE OVER 36" ISH GRADE. 8" FOUNDATION WALLS REQ . 30" TOP OF FOOTING T L 6908 00 >ied so)sA p� oogedei I O1 Z ;eaa;aa ouqM MOug 0 o,„ aae3 !woo +g pna MINIMUM 2' TO DOOR FRAME FROM 0 WALLS AND 5/8 TYP- 00 ERIOR WALLS AND 0 0 0 Z oQ V RY. MECH. LOCATED IN CRAWL E 0 O ti C) SJJA OH GOO MSDNINI oo co �(0 coco � O(0 O ti X O L 6508 00 *lad salsa o, pH aoyedeat/ 60b m E }eaavem aM Mou P. 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