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Home My WebLink About507 BIG HORN DR501 CH,horn F office Received Date Oll-(DI Town of Estes Park CoPY Permit Number 0-/0701 Received By 3 vJ IRC Application / Building Permit Division of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires 6.30 - /8 General Information (970) 577-3726 ' FAX (970) 586-0249 ~ www.estes.org SEE REVERSE SIDE BEFORE PROCEEDING Permit Expires ~4~/1 9 J i Job Address: 31) 7 8;6 #19,4 Dr Vacation Home?~ji<No O Yes #Bedrooms ~ & Lot:Vitilock: - Subdivision: . 92Â¥ Tog f? 13 parcel #: 3.<9 4 9,0 0 0 10 Ck Owner Name: 71.-c, 4 f?Bel. lk )/,4 f A ek, w Phone: 470-694,&350 , Address: r O -1 5:Q A.,4 Dr Er-*/ & k 60 &65/7-1449 3 (Stree (City) (State) (Zip Code) Contractor: /0~#~-- PLy 723 Town Ucense #: %30 phone: 970 -~9 0 -eES ~ ;Address:57L71 /FAUT> 25&'gl-7225 p.Â£ 25&-329 ~AA/e CO EAS-7 -7 (Street) (Cityl (State) (Zip Code) Email Address (REQUIRED): 54Â£ 97(Lb-1 70 00 Jt< s,J . (7<201 The Following Applies to New Work Only - Complete all that apply: O New Building ,&1 Alteration O Addition Master Plan# ~ Building Use(sh ,kowner / Residence OB& BO Short-term Rental - Less than 30 days. Existing use: Proposed use: ; # of New Dwellings:/ , # of New Kitchens: O Sewer: ]*Estes Park Sanitation O Upper Thompson Sanitation U Private Septic - Requires Applicant to first go to the Health Department, _ Plumbing Involved: U No AYes - State and Town Licenses Required ~ Fixtures:~'Acid O Relocate 0 Replace 0 Demolish Water Service:,E~Existing 0 New- #of Meters: ~ .Meter Size: inches Electric Involved O No *Pes - State & Town License Required. State Permit and Inspection Required. Phase Volts service:,~0'Existing 0 New: 0 Overhead O Underground; # of Meters: ~ ; Meter Size: ~ amps; Temp Meter: *No O Yes ~ Type of Heat: 0~Gas [J Furnace Fuel Gas Involved: O No XYes - Qualifications and System Sizing Required. O Electric C] Boiler Type: RNatural Gas D LPG # of Gas Appliances / Outlets: / Building Height: # Floors Basement (sf) 1st Floor (sf) A//~4 2nd Floor (sf)*7~ Garage / Carport (sf] Porch w/ Roof Deck w/0 Roof ! ExistingGrade b.*...,f Fin ~407 Fin Fin Attached N/k w, %/8 cs'j N/A 1 i E.'<14, Ft. #Bdrm j Unfin Unfin Unfin Detached 1 Job DescriEtion: FY/"i< &u 4. k Total Valuations (Labor & Materials) 1 A'va,k '6 A<,r.~i.+ i~r,i,--il'. 9 5,-6 4/. -'r $ .1/>j, O 67) I certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, 1 UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECrIONS AND OTHER FEES ASSOCIATED WITH THIS APPUCATION. O Contractor ~ Owner O Owner's Agent Â¤ Tenant 1 Signature <23 1Â» 0-Gtk- Date Ill Zo/'7 Print Name TAomqr E 64 r kloc, rn Office Use Only i Job Description: ANSEMEAT FINis ti Dept. r==*m,rovect--12=Oisumwn~Ea Fees Il 52.-2 /*\ I Id- LJJ Applicable Code(s): Registered VH Registered LVH? 20<40 -IAC Public Works JAN 1 1 2018 NO NO Water # Bedrooms/Occ. Load Floor Load: Elevation ft./Roof Load/Pg Ught & Power 1 ... /0 p 1 a .,,,..-.- 1 PERMIT CLOSE[;) 4 , 1,1- t Planning Variances: ~~pROVED_fil#LL-191*14--jtuilding 1,3Â£ 943.-75 ~ DEX'JI:>ED . - ---------757---1!lan Review M 32.i.%3 *cÂ·Â· 0 :Â·Â·t)VEDI River 7,311 / (#1.53 Front Side Rear DWIT~HDRAWN.--- - --------155 -- (;ounty Tax Setbacks ~NOTES---_ .___ -71 wert. of Occupancy Zoning Lot Size . _ -__...._.__ Hazards: ~ -- Geo Wildfire__ __flood- 0(Pe,9--- Thta]T r--- Date Building Official ,tizE 2*~ 20/7-/t-/9 , *Dle.25 4 I j f 0% . ID C:\Users'Jacki Wiedow\Downloads\2017-07-28_IRC Application (1).doc Revised 7/3 1 /2017 - KT DWELLINGS REGULATED BY THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) USE THIS APPICATION FOR ALL LEGALLY EXISTING AND NEW DWELLINGS WHEN ALL CONDITIONS OF ITEM 1 APPLY. NEW = SUBMITTALS FOR PERMIT APPLICATIONS RECEIVED ON OR AFTER JULY 01,2017. CIRCLE ALL NUMBERS & LETTERS THAT APPLY. ITEM-I. DWELLINGS constructed / designed in compliance with the scoping provisions of the IRC. USE THIS FORM FOR DWELLINGS WHICH COMPLY WITH ALL THE FOLLOWING. IF NOT, USE THE IBC FORM. a. EXISTING AND NEW Dwellings must be one of the following: detached Single Family Dwelling (DSFD), one of two attached SFD's (duplex), or an attached Townhouse (three or more attached SFD's in which each unit extends from the foundation to the roof and with a yard or public way on not less than two sides). b. EXISTING AND NEW Dwellings must be a maximum of three stories. c. EXISTING AND NEW Dwellings must be located in non-mixed use buildings, excluding attached garages. DWELLINGS NOT USED AS VACATION HOMES OR LARGE VACATION HOMES DO NOT NEED TO COMPLY WITH ITEMS 2 AND 3 UNLESS THEY ARE USED AS SUCH IN THE FUTURE. IF A DWELLING WILL BE USED AS A VACATION HOME, IT MUST COMPLY WITH AT LEAST ONE CONDITION OF ITEM 2. IF A DWELLING WILL BE USED AS A LARGE VACATION HOME IT MUST COMPLY WITH ALL CONDITIONS OF ITEM 3. ITEM 2. VACATION HOMES = Dwellings rented to a group of less than 9 occupants for 30 days or less. USE THIS FORM FOR DWELLINGS USED AS VACATION HOMES WHICH COMPLY WITH AT LEAST ONE OF THE FOLLOWING. IF NOT, USE THE IBC FORM. a. EXISTING AND NEW Dwellings located where NEW LARGE VACATION HOMES ARE PROHIBITED. Currently applies to all dwellings in the following zone districts: RE-1, RE, E-1, E, R, R-1, R-2, RM. b. EXISTING AND NEW Dwellings with LESS than 2200 square feet of enclosed floor area, excluding garages, and with not more than 3 bedrooms. Applies in all zone districts. c. EXISTING dwellings with Vacation Home occupant loads of less than 9, and where a 2017 Vacation Home registration was applied for prior to April 01, 2017. Applies in all zone districts. d. NEW Dwellings constructed PER development plans approved priorto July 01, 2017 and the design is NOT revised to increase floor areas or increase the number of bedrooms beyond the approved development plans. Applies in all zone districts. ITEM 3. LARGE VACATION HOMES = Dwellings rented to a group of 9 or more occupants for 30 days or less (maximum occupant load based on 2 per bedroom + 2). USE THIS FORM FOR DWELLINGS USED AS LARGE VACATION HOMES WHICH COMPLY WITH ALL THE FOLLOWING. IF NOT, USE THE IBC FORM. a. EXISTING Dwellings where a 2017 Vacation Home registration was applied for prior to April 01, 2017. Applies in all zone districts. NO NEW LARGE VACATION HOMES REGULATED BY THE IRC ARE ALLOWED. b. EXISTING Dwellings NOT increasing the maximum allowable occupant load beyond the load approved with a pre-April 01, 2017 registration application. Applies in all zone districts. NOTE: DWELLINGS WHmCH DO NOT COMPLY WITH THE ABOVE CONDITIONS, NOW OR IN THE FUTURE, SHALL BE REGULATED BY THE ENTERNATIONAL BUILDING CODE, NOT THE INTERNATIONAL RESIDENTIAL CODE. Signature O,4._ fc-) A.-tu Date ///30</P?intName TleR,< E \do,jil& A/M 8 P -,0-789 REVISION~ 601 84 Â£#cat De APR 12 2018 ~ 4 ,,%7 49 0 let' r e f A? * il , 7~ ro j V FA*4) EXISTING /11 ----1 4+ A L GARAGE E*5~NAM'& ~ ~BAR E ' ~ MECH FAUX BEAM-< \ 11 1 7/4 PREMANUF. ~-FURRING ON ~| | ,'' ' SELF-CONTAINED CRAWL 1 ed 1 FIREPLACE - EXISTING ~ EXISTING i cy 1 4% lov 1 VENT & GAS LINE -4= SPACE CT. A-+ bd 41\2 l 'f/) 11157 9. . 10, , 0,< 0 lf, 1- 4Â¢9 - Â· #*LÂ· f ::fÂ¢* - - --41> '3$*> , bEN l , INFILL -4- / \ /~7~ k 'f..ERAFT + & STD + ., ~kf 4 - 4 / --â€¢â€¢â€¢-+ALIGN WALLS \-4+1 -4 : C Z WITH EXISTING \'3'~ f -L I COLUMNS 1 1.-XAFj /- -3.* C 1.,4' '4 % 4.71 /- - . #.6 b (EL_211 i.Â»r *.4-TMOE:%2EC> Fon V fl - 4 f -5,0,2-4748 A -g-1 ~ t~ S LEEP,UE, itt givÂ£ES 1 \ Â®1 5401 + ' 4/91 - L â€¢10 , ALIGN WALLS OWN OF ESTES PARK -1 +WITH/EXP#TING-1.-Y;J'1(y)< 2 - _ Â·11"'-- . - 4~~95.1.-2 h (-, 0.-Â«e Â¢p , COL,UMNS, i kwy 4 1 1 , APPROVED 4 LA ..b. n , 1 Building Department i .4 TOWN OF ESTES PARK BE DROOM 1 4,4.:4 , BEDROOM 1 : te APPROVED Â«bz,AMS , --- Â· ..,A a Building Department 2. Date 2Â£21Â¢~40'2_ 01'~j t | 37 i 300#equi nEC 1 9 2017 . C .d... 4<'.,re 4'-0.-1 #f C ..1 RI,ilrlinn Official qk l,)0 99 # r 424 49 4 .f 1 1 1 ~ iZEVISIOU oN LY FLOOR PLAN SCALE: ~Â° WASH-BURN FAMILY RESIDENCE - BASEMENT RENEVATI Dc fleta copy EXISTING GARAGE MECH, SAVE DOOR FOR REUSE CRAWL COLUMNS SPACE TO REMAIN IÂ«--911 1171 SAVE DOOR FOR REUSE V/t/~/4,t/A / 1--1/ -4-0.1- DEMO , CRAFT , 5 STO, ~--ALIGN ..- 1/IN.V..9*f..1.-e - COLUMNS R \ TO REMAIN â€¢ L - PLUMBING CONNECTIONS / EXISTING -1~ ~ i .1 COLUMNS - TO RENAIN TOWN OF ESTES PARK APPROVED Building Depamnent DEC 1 9 ZOO 1 DEMELITION PLAN SCALE: ~" = WASHBURN FAMILY RESIDENCE - BASEMENT RENLVATIL I I Off\ce --- copy Received Date Town of Estes Park Permit Number 8 -/0275 1 , Received By CAp Long-Term Residential Application/Building Permit Division of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires 1 h-7 j2O/6 General Information (970) 577-3726 â€¢ FAX (970) 586-0249 â€¢ www.estes.org NOTE: Use this Form for Long-term Residences 30 days or more. Permit Expires -7~\4-~2014 Job Address: 982 -Ra Mar A Dr Condo: El'No O Yes; Lot Size: |Â· |6) ~ L lI~ sf/ac Lot: __ Block: Subdivision: -Eve, 45,-A Parcel #: 37224 g_H- 040 U owner Name: 7-8 h'\ L.ki k ti.rk Phone: 6 9 9- 65 59 Address: 932 El>.-I. Worce 'ibr 8/6 94 Pa, (4 00 320 (7 -1 9 1/4 1*reet) (City) (State) (Zip Code) Contractor: 1 -A).TI (fc Town License #: Phone: 9--tky--c:2373- Address: 1 44Â¥ Able,Â·0 ty L Ou,Â£Ll 00 32538- (Street) (City) (State) (Zip Code) Email address (REQUIRED): 5,1. (el ~3 77UT 'An,Â·-4-ZEk prove, fYLâ‚¬A41. 4-<3 (VI The Following Applies to New Work Only - Complete all that apply: O New Building t3'Alteration Â¤ Addition Master Plan# Building Use(s): [Er6wner/ Residence Â¤ Rental -30 days or more O Accessory Dwelling Existing use: Proposed use: ; # of New Dwellings: ; # of New Kitchens: Sewer: O Estes Park Sanitation m Upper Thompson Sanitation Â¤ Private Septic - Requires Applicant to first go to the Health Department. Plumbing Involved: Â¤ No Â¤ Yes -State and Town Licenses Required; Plumbing Fixture Worksheet Required. Fixtures: O Add O Relocate Â¤ Replace Â¤ Demolish Water Service: O Existing Â¤ New - #of Meters: . Meter Size: inches Electric Involved: 1 No O Yes-State & Town License Required. State Permit and Inspection Required. Temp Meter: O No O Yes Service: I Existing O New O Overhead O Underground # of Meters: Meter Size: _amps; Phase Voltage Type of Heat: O Gas Â¤ Furnace Fuel Gas Involved: Â¤ No Il Yes - Qualifications and System Sizing Required. Â¤ Electric O Boiler Type: Il Natural Gas O LPG # of Gas Appliances / Outlets: Building Height: # Floors Basement (sf) 1st Floor (sf) 2nd Floor (sf) Garage / Carport (sf) Porch w/ Roof Deck w/0 Roof Ft. Fin Fin Fin Attached (sf) (sf) Unfin Unfin Unfin Detached 1300 Job DescriptionÂ· Total Valuations (Labor & Materials) Idat 2 uu., 7%1 96% AA-G ' 12040: $ 94. 404 ' 1 have submitted the Minimum Submittal Chedlist for Residential Construction Plans-2009 IRC with this application. I certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, 1 UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. [E[Con_gBstor Â¤ Owner O Owner's Agent O Tenant .-->59 Signature Date 1/,/#5 Print Name C-.0-1 11(or- Le *** Office Use Only *** Job Description: Dept. Approved_Dilappr , Fees 3 64(l M,-u 7< sto'.&4 040|L - 136Â©Â£657 -1/ Applicable Code(s): Type- Const. Occupancy Class(es): -- --- 050 124{f~ft bERMIT n PUNC Works 7 l 2+- 2731 11UZ_ 78 2-5 wder 0 03 4&- 40'JED - Occupant Load(s): Flood Load(s): Roof Load: LighT& Power --- -*-- .... E *ARCD D.. 2~T3wM'** w _-- 20.00 Variances: ~ NOTES. _ _. Buildi~g CUP -- ---3832,75 Front Side Rear , _-â‚¬45- - 54/. 29 1 Setbacks 26 26 16 CountyTax .-----75rf 248. 98 Zoning Census # Cert. of Hazards p~ W~e ~d Occupancy E- 1 Building,0#,Ga Date r 2/ <Lidiky*~ Â»c*/04 //4 Total Â»/4 /6164190 4/02.42 \\Serverl 3\buildingdept\Forms\Applications\Building\Long-term ResidAtial Buifding Permit\Long-term Residential Building+ermit /011 APPROVED.doc Revised 11/7/2011- KT 1/ O 1% 661 661 , !I aVH0101 Certificate of Occupancy 507 BIG HORN DRIVE This DETACHED SINGLE FAMILY DWELLING has been inspected for compliance with the laws and ordinances of the Town of Estes Park and is hereby issued a Building Permit Number B-9097 Zoning_District E-1 ESTATE Kouednooo Jo 018049100 7 j (~- ~w-_. IBIOUJO SUIPIIng prou iuednooo us{saa suo!1!puoo Floods OWI 6 OPOD Jo uo!}!PE[ mquouddv uinqqsum 2<1040.}[ 3' SEUIOqi (S) 13Ilmo JO SSO.Ippv pUE OUIEN lutod Jotisuju!31 LEOE 99LEâ‚¬ 74 'Elonlnqj HNON poimboH tualsxs JOI)!u!ids Kouednooo pue gsa uoyon.I]suoo Jo adAL office Received Date .avs>6,>4.5 Town of Estes Park Copy Permit Number 8-/60 75- 1 1 Received By aP Long-Term Residential Application/Building Permit Division of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires .94/62/5- General Information (970) 577-3726 m FAX (970) 586-0249 1 www. estes.org NOTE: Use this Form for Long-term Residences 30 days or more. Permit Expires .04360'69 Job Address: 5-6 9 13,3 140,71 Dra,el gst-el. ft-lvt& C-Â£1 Condo:*'~lo OYes; Lotslze: 42'~62 sâ‚¬~) Lot: Block: Subdivision: parte,#.Â· 26243 - 00 - 042 Owner Name: 7-ha was (3 + go.eldle 14Â· Llu.&'11-tt.*rn Phone: 40 9 - 2-3 9- 6 9 ro Address: ~ 0 ~61 19 9f Estri (trK, CO (Street) (City) (State) (Zip Code) Contractor: 4 0144( Keri h Town License#: /0 39 Phone: 970-43/- 797/ Address: f. 6 BOR \ 21 3 Â£ 34(1 forÂ¥, CO &0 El 7 (Street) (City) (State) (Zip Code) Email address (REQUIRED): The Following Applies to New Work Only - Complete all that apply: O New Building O Alteration O Addition Master Plan# Building Usefs): Â¤ Owner / Residence Â¤ Rental -30 days or more O Accessory Dwelling Existing use: Proposed use: ; # of New Dwellings: ; # of New Kitchens: Sewer: O Estes Park Sanitation Â¤ Upper Thompson Sanitation Â¤ Private Septic - Requires Applicant to first go to the Health Department. Plumbing Involved: O No O Yes - State and Town Licenses Required; Plumbing Fixture Worksheet Required. Fixtures: O Add Â¤ Relocate O Replace Â¤ Demolish Water Service: O Existing O New - #of Meters: . Meter Size: _ inches Electric Involved: D No O Yes - State & Town License Required. State Permit and Inspection Required. Ten'ID Meter: O No O Yes Service: Â¤ Existing O New O Overhead O Underground # of Meters: Meter Size: amps; Phase Voltage Type of Heat: O Gas O Furnace Fuel Gas Involved: O No O Yes - Qualifications and System Sizing Required. O Electric O Boiler Type: Â¤ Natural Gas O LPG # of Gas Appliances / Outlets: Building Height: # Froors Basement (sf) ls' Floor (sf) 2nd Floor (sf) Garage / Carport (sf) Pot'ch w/ Roof Deck w/0 Roof Fin Fin Fin Attached (sf) (sf) Ft. Unfin Unfin Unfin Detached Job Description: Total Valuations (Labor & Materials) da 30 34(( â‚¬%4:ert(jr 340(Ae uct*â‚¬ Cr- $ 1 01, 2 5-0 . 02 19.000- I have submitted the Minimum Submittal Checklist for Residential Construction Plans-2009 IRC with this application. I certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that 1 have the property owner's authority and permission to apply for this permit. Additionally, 1 UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. -1*Contractor r O Owner O Owner's Agent O Tenant / Si~ture / 73Yr_y)$1 < 66Â£-6 Date Print Name 1-8 4 + 9 -O-3-25 ''4<6 2,7 L "* Office Use Only *** Job Description: Dept. Approved Disapproved Fees / I)5'TALL GkIEREA STG,49 VEW EEA Applicable Code(s): Type of Const. Occupancy Class(es): Public Works 2009 ) 2fl. 7 8 2.-3 Water Occupant Load(s) Floor Load(s): Roof load: Light & Power T--U U- - Planning variaisr' A Building ap 307.25 Plan Review Front Side Rear River OW 6, /. 75 County Tax Setbacks /7 U /C- l- Cert. of Occula~cy Zoning L.--teogGht/ 7azdrds Geo Wildfire Flood - Total - Bluldin-g Ofâ‚¬]cial Date c \AL liYE---=~ .20/56#49 25116-/04Â·-f 28~ U 'bl~ .CO 1 , X:\1]uillingner[\1Â·(innsandRelerences_Huilding\Application~\Building\Lnng-tenn Residential Building Permil\Long-term Residential Huilling Permit 2011 Al'PROVI:I).clue ReFibed 6/14/2012- K-1 t. I FROM :NCA FAX NO. :9702299983 May. 22 2014 12:54PM P2/2 Office Received Date â€¢20/â€¢09657~2 Town of Estes Park Copy Permit Number M- 979-/4 Received By _af _ Application for Miscellaneous Permit Applie#tion Expires ///~9/45/4 Depnrtment of Building Sifety 170 MacGregor Avenue P.O. Box 1200 Estes Pirk, CO 80517 General Information & Inspection Line (970) 577-3731 * FAX (970) 586-0249 * www.emle*neÂ¢.com Permit Expires 9/224 2014 Job Address: SC)~3- (?.m>o,n br. Owner Name: Th r,1 U.-'GGhtÂ¥ A.1 ~ phone: 4(PrÂ·Â·D-&14- 03Â·-i?D Addres&: 60-Â¥ (blp~ kovn 13Â¥'-, 4-53 C.38 REW -3- (Stree#J (City) (State) (Zip Code) Contractor/Applicant: lb/-\Lt/n Colemo&) A<v 1.5 own License #: Phone:94>3-*33 Address: AstÂ·o clun Avt Pr colliks Â£Â© Ect~21-1 (StrÂ·cot) (City) (SInte) (Zip Code) O Long-term Residential 9 30 days) ~4hort-term Reskiential (< 30 days) O Commercial u Replace Furnace O Gas Line C ft.) O Replace Boiler O Replace Windows Â¤ Replace Hot Water Heater â€¢Gi(Install Air Conditioning O Minor Plumbing O Temporary Structure Use O Minor Remodel Time Period O Fireplace Insert - circle one: Gas, Wood, Pellet; Â¤ Other Description of Work: \.iÂ»ill Prifi.... Valuation (Total Cost of Material & 1,abor): 9 3>ss' Op T certify this application is true and correct and ag,Â·ce to perbm the work described acoording to plans/specificationa Bubmitted, reviewed and approved, and comply with local ordintinces, 9tato and t'ecteral law,; as well as building codes. f certify ttiat l havo tho properly owner'a authority and permi,sion to apply for this permit Additionally, i UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECI'IONS AND OTHER FEE5 ASSOCIATED WITH THIS APPLICATION, Note: 'rhe work Au,horized by this permit reqi,ires the building be provided with smoke â€¢181Â·mi complying witl, mutiicip,1 codca. 1)atc 9-13-14 Print Name, _Air na li-lieD/UL *** Office Use Only *** Inspection Checklist: O Address Posted Â¤ Equipment Access OT&P O Smoke Detectors C Contractors Licensed O.Equipment Listed O Gas Pipe O,Rough Tnspection O Permit Packet Available O Equipment Clearances O Vent N'Final Inspection 11%1,)Ii (,C~ O Safe Access O Pan and Drain O Combustion Air /\ At.,2 Comment%: Permit Fee: 50.95 ' Ce"MS# Conatruction Type: Occupancy: County Tax: 4.01 Buildinta Date 1 -' 1 0 Total: 4 65,0 1 C _2~luza--g:*&4=Aer- 20{4- /05 3271 ** SMOKE ALARMS ARE REQUIRED ** PAID 2.0,4 /05/22'4~ 2*1-ve,ra\Oomm dev\Building\Fol'Ins\AnnlicatiomAOvertlic Counter Page l of 1 Revised 7/14/2006 - CB TEMPORARY CERTIFICATE n OF OCCUPANCY CHANGE OF USE FROM R-3 TO R-1 [p ESTES PARK COLORADO 507 BIG HORN DRIVE B-9097 Address Building Permit Number The work approved by Building Permit Number B-9097 has not been totally completed. However, applicable life-safety requirements comply with Municipal codes. Therefore, to allow owners the most possible use of their property, a Temporary Certificate of Occupancy is being issued. However, it is the responsibility of the contractor and the property owner to complete all requirements associated with the permitted development, in a manner complying with all Municipal Laws. No changes from the approved site and construction plans are authorized, without prior approval of the Building Official. Conditions of approval for Certificate of Occupancy: 1. Ext front porch - last landing not installed 2. Permanent address numbers 3. Garage - fire stop gas piping into rated wall 4. B vent clearance at ceiling min 1" or as per mfr 5. FYI only - No storage permitted in mechanical room 6. Lower level - fireblock missing - unfinished room 7. No shut off on capped CSST gas pipe 8. Remove covers off smoke detectors The contractor and the owner must read and agree to the previous conditions and the following corrections, prior to issuance of a Temporary Certificate of Occupancy 1. This Temporary Certificate of Occupancy expires April 15, 2013 A j licffll Of 19] c %) 1 L /Cotfiradtor Date f Owner Date ~zIlle Building OfficYal Date omce *ceived Date h (,0-1.14 Town of Estes Park Copy Permit Number 8-909-1 Received By cÂ»- Long-Term Residential Application / Building Permit 1.011-.Â· Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires 4 - 1- 0 General Information and Inspection Line (970) 577-3731 ' FAX (970) 586-0249 = www.estesnet.com 1.0 1.b NOTE: Use this Form for Long-term Residences 30 days or more. Permit Expires 9 -1 6 Job Address: 507 BIG HORN DRIVE Condo: Â® No O Yes; Lot Size: 1.18 ACsf/ac Lot: 41 Enlock: Subdivision: FALL RIVER ADD AL FRESCO PL ADD Parcel #: 35243-00-042 THOMAS AND RACHELLE WASHBURN 407-971-8233 Owner Name: Phone: 3037 KINGFISHER PT CHULUOTA FL 32766 Address: (Street) (City) (State) (Zip Code) DALLMAN CONSTRUCTION/JEFF MOREAU 99 970-227-5871 Contractor: Town License #: Phone: Address: 211 4TH STREET EATER PARK Co 80517 (Street) (City) (State) (Zip Code) The Following Applies to New Work Only - Complete all that apply: O New Building O Alteration O Addition Master Plan# Building Use(s): 0 Owner / Residence O Rental -30 days or more Â¤ Accessory Dwelling Existing use: Proposed use: SINGLE FAMILY RESIDENC; # of New Dwellings: 1 ; # ofNew Kitchens: 1 Sewer: Â® Estes Park Sanitation O Upper Thompson Sanitation O Private Septic - Requires Applicant to first go to the Health Department. Plumbing Involved: C] No [XYes - State and Town Licenses Required; Plumbing Fixture Worksheet Required. Fixtures: O Add O Relocate O Replace Â¤ Demolish Water Service: O Existing 0 New - # of Meters: 1 . Meter Size: 3/4 inches Electric Involved: C] No El Yes -State & Town License Required. State Permit and Inspection Required. ~ 07&456 0 Ll'WÂ·Â« C 20:20 Service: Â¤ Existing Â¤ New: O Overhead Q[Underground; # of Meters: 1 ; Meter Size: 200 amps; Temp Meter: ONo [XYes Tvpe of Heat: O Gas 0 Furnace Fuel Gas Involved: Â¤ No 22 Yes - Qualifications and System siziilÂ¥ Required. Â¤ Electric O Boiler Type: 0 Natural Gas O LPG # of Gas Appliances / Outlets: 0 Building # Floors Basementlsf),5f ls' Floor (sf) Z..â‚¬) 2nd Floor (sf) Garage / Carport (sf) Porch w/ Roof Deck w/0 Roof Height: 1 Fin F-1.00â€¢L Fin 3,329 Fin / Attached 1.268 (so 13, 5 (sf) 37'-8"Ft. Unfin 2,171 Unfin Unfin / Detached 369 Job Description: Total Valuations (Labor & Materials) NEW SINGLE FAMILY LOWER LEVEL UNFINSIHED $ 626,Â·000.00 560038.00 I certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state and federal laws as well as building codes. I certify that I have the property owner's authority and permission to apply for this permit. Additionally, I UNDERSTAND THAT 1 AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATEe,WIT)1 THIS APPLICATION. G Contra, Nner O Owner's Agent O Tenant I . Signature ~/ Date 7/22/11 Print Name JEFF MOREAU/ DALLMAN CONSTRUCTION *** Office Use Only *** Job Description: . Application Information MACUO 51,14 LE F*lvt 1 (-1 -i)')Â£'Luct A Approved Disapproved Fees Public Works Annlicable Tvpe of Occupancy Class(es): Water 112-19.00 Cbae(s): Construction: 2009 I k 46 1 - 5 ( I (14-) Light & Power 320.00 Occupant Load(s): Floor Load(s): Roof Load: 40554 45-fif Planning Â« 946,(-AkA DE14 (,ofif 0 f. 00 Variances: 9/ , / 16)(640 56Â£60 i40 Mfb Fire Department - Ho*fll' ) 2-6 ~ Cks-j' 4~~ 6 Y,A~i 60 Building 36-23.So Setbacks Front Sides Rear River 2490.1-8 15 1 -24 1 4/14 Plan Review Zoning Hazards A//A Census # County Tax 2,1 4 3.1-5 ,Â· Geo Wildfire Flood 6/ 101 Certificate of Oceupancy 50. DO Buildi,9 Offwial Date 19730Â·13 /0 - 10 -7 ( Total 1 \\Servera\comm dev\Building\Forms\Applications\Building Page 1 Revised 7/14/2006- CB Jj#WL=JO%7[*Â© DEC 0 1 2017 ~ 501 6lp AL,~ br , J BV LJL.) EXISTING GARAGE MECH, SAVE DOOR i FOR REUSE f CRAWL COLUMNS SPACE TO REMAIN , // 1 1 \U 1 42 j SAVE DOOR OR REUSE /E -~mza:224,/ j -13'-0"L f DEMO f CRAFT j ' g STO 1 3 .-7. A-ALIGN i COLUMMO 8 A 4 C- *m mmumm/m,m 1 j TO REMAIN ' L PLUMBING CONNECTIONS ~ EXISTING -~ .1. COLUMNS - TO REMAIN I 1 2:Â·Â· l 1 1 1 1 1 1 DEMOLITIEN PI -10- - 3ASLvil WAS:-3091 -Av-_f RES_ 3 r 1â€¢ 3 *v A f 4 ,/ 1 b. f l. *f 1 /H - ~ DE-p'U f Â°,vt EXISTING C V k \ -- -7 1.- [-- 1 L--2 4 ~ GARAGE ~* 4~OLUMN ~ 1 ~ *WRAP & / I l BAR ,/1 41 MECH FAUX BEAM-4 \ il ev -1 :(9 40 PREMANUF, ~FURRING ON ~| | SELF-CONTAINED CRAWL ,~ EXISTING ~~~ >~& 8,0 1 VENT & GAS LINE -4.-Â·00 -t 4 + W % 10 FIREPLACE - EXISTING SPACE CONC, 4,2 0 1 'flv 9-- A- 4.50 -x>4,2/ c DEN 2 - Â» 1 / .6, 1, 441 4 INFILL/P L L 1 1 / CE 6: 0 f.y ; 291 4( I *CX - 7 9 'Le' c tic y /Â£\ i & 4/ ~ Â· 9*3 ~ C j ~ 00~ FT AITH EXISTINAL + LIGN_- W A LAS COLUMNS i L.. \ hh-\ 4~-- -* fer>Al Â¢ m \ \=.51% 51 Â¥ 0 ~~ i ~ - ~ i~t~ - LI &> 14 ~-X' ob 4- -- r ,k 8 -to 11.------ 31cet3 ~"1Â£4~<74-- 0 0 4 4 ft' L l\\\ 3 I 1 04 2 99/ 14 -5/zo "- < , 0 . 4,1 BA -~-1 - 4-10Â¢ 7 -7'-4" V,I,F, A '1 \ t ' 7 1 254, 411' -% I - C 1=] 'f -- 2- C.C). - tr 4 4 1.3'-14 CLR, 0> LB" SHELF , Al_~G* WALLS i f -\ 1~lt- Or Aff - j -AWITH EXIS+ING -rp-- 00 \ :\-L - ) p -4. 1 b -r $ 1 2 COLUMNS r j ~ --*7 , , i C / C I -i 4 4 E -2*r ~ ~ i - ~0-- ~ ; BEDROOM 2 *6 47 15-4 i BEDROOM 1 , --Ar j 11 1 j >le, j / 1.99. ----- - le- tr 4' -6' 4 r,2 Nes\Y@# / # It 640 6 & , 1 1.1 1 1 FLOOR PLAN SCALE~ 9 = 1/-0// WAS- 309 1 -Av- Y RES-DENCE -- BASIVEN- 22\LVA 10\\.01.1,7. 3-9097 "- n. 7/1 k A O r. 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Asphalt pav)ng shown ehall De 3" Asphaltic (1/2" aggregate) concrete complying Estes Park, Colorado ~ AOO 10- All areas disturbed due to grading $ other construction activities shall be reseeded with fative grasses. - 14/ Colorado Department of T ransporta tien Grade O or OX specification over \Qâ‚¬~/ Scale: 1" = 20'-0" O 0 20' 30 + iTt'ue Morth Plan Morth 4" sand $ gravel aggregate base course comply w/ CDOT Class 5 or Class 6 Mot to Scale north specÂ·fication re.]uncllients. Depressions shall not exceed 1.'4" In 10'-0" Â© 2011 THORPASSOCIATES. P.C. - .' 01 12 Y 0731 Washburn Residence.pin 8/26/2011 11:49 AM E .. .. n 'LU O A . ..A ... .. ... 0 0 dig 0 A 1-1-z -swo . -. *00 .... I .. nâ€¢ [1. 0, s Q , w CDC\1 10 00 CD A , .... .- L If)00 0 J" I 0 c (%2 -W H 0. a. .... 0 m 0.08.22 0 CO 0 4,0 - CD h . 0. U) 1- >O x -21 - . A . I - 0. ... .. . . ... . 0. Ct 2 0 0 (0 - LI~ 02, 4 . A ... . 00 Q E B -Cm " 9 , .. . 0 4 .. . 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I rt< - O,12 . . 0 0 . 0 - . 9 - 0 1 %113 'st (3) 2x12 Treated A- Btringers \ /11 / 11 \ "Simpson" WUC,41 \ 1-langer at ea. be .:7 ~ 11 f-w/ 08) 1/4~'xl 3. hex head Titan 4 /7\ screws - typ VOX\\\\Â« \ 42/7 4 V 113 ..3 1 19 \ tull T.O. 0eam - PÂ» 99'-0 3/4" 2~4~P-~ "Simpson" WUC,410 / * 1-lanaer at ea. hearn / w/ 08) 1/4"xl 3/4" - hex head Titen screws - typ 99'-0 All fasteners & connectors are to corrosive resistant and approvec intended use. Not sized fc Decay resistant plate/com n required for piers & pads PosUBeam connection to uplift required per R502.9 Beam splices only at beari 4\ 10,2 7-4-- Z L 908 OPDJoloo '>pod setsg 02 2 0 ZW 23 ~ 00 1-0 9,1 .: , 0.- ... co a. Â®-21 f 1 .0 -2 Z 12 = O CO :28.22 00 co < W . 2,5 0 1- AO: 5 -4 LU C X Z U .. .. 2-% S ; ~2 I ' 7, 00@ 2 . I . .Cm r . 1- < .: 0. e ./ I .~ . . .. .. 0 .0 r J ... -0- . 4\ B.\ - . a /:- 9 0 - 0 ... 1 .0 I - .. . ... 4 . - 4, .' Y 0 ..' . 4 I - 1â€¢' I . ... 1, 0, I A @00 0 . A . / / 14.7 I --/ 4 I - . 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"Â©imp5on" Sted j 4)'Siwipsm," .:.. 6x14 Nood beam outlooker Strong-wail / < Em-pt~*rf~ ~~~/f \1 \ 99# 24xa/- '---'---4;~~paor" 1-IUOG)412-SOS .lim- joiets hanger at LVL .=,mill'll'll'Imil 40 A4 header - thie end only .aillill 40 Of./ -/ 6 /1 1 1 -Refer to Detail A3/A]4 for arrangment of bolb outlooker 6x14 Wood beam this area WLIC,284 joists h Â© 10 TO. Beam/Joist A41 ' . ~n~ria&e~ir 65 \4 4/ - 3hf\1)0(14 ~d... C4 ; 110'-11/8" . Brg. Wt. = 111'-1" Truss Brg. Mt. 1,6 spacer - tnis 4 . XÂ© / 1 4%9 . end b ly . 30 0 32 \ (4Â·) "Siripson" 4 J . Provide blooking below */f,X 2x Sleepers @ over frames, typ ' 2<4 Gross bracing on truss dorMr wallbe#en ~0 < < LeaÂ» 9*p ~ \ ~neg~ebir~gopw/$'b~~tomonLPA21~ming Â· xi tru55es - typ Y (46 2 tic w/ (24) lad \ 0 4 449Â©11 ~1 1 f SM 7 , Watched area indicates A 0. 2,0 overframing at 24" o.0 416Â«Â«trflf \ 1 Â»pi Provide: blocking below \\\ luÂ« 7- trusses typ V \ 1 + ~:ep~,~9~,CE,4. | ~26 -4xe Kicker dormer wall between 1 19 \ r e le' Deanl Truss Brg. 1-It . 1. ed? :./.*4..44 0 - - - I ~ Provide blocking between T,O, ~ . 110'-11/8. Watched area J y 2 0 indicates 22 4<0 1 Z .t Wall to underside of roM \24" 0.0. \ f 5~ gyp. bd. - tape 4 mud joints -n EI trussee - 612 + ' 49 . nails 11 Provide blocking below v overframing at (4) "Simpson" LSTA.36 aheathing to recieve 5/8" Type â‚¬ E. / E. chimney framing between Q A Provide. blocking below e Strap tic w/ (24) 105 1 \ ...1#.& \ e chinney framing between L 1%09 1 j 1 , 5/8" Type 'X' gyp. bd on / 3 2 ,-T.O. Beam/Truss - n. 14%:kj)1$ fit / 0 \17 trusses - typ Al / -- r~ r-T.O. Beam/Truss ~ â€ž/ ' 4 Â« "Simpson' 1-IUUB-2 joist* P \ Garage side of truss to , / Brg. Ut.= O 0 31/ 0 3< i / Bre w = 97 . 1, han~K at exterÂ®r (2) 2xÂ» 1 \4 60 â€¢Aidet,t# 44 & 0 / 109 6,1 0 N / 109'-611 / Dee / sheathing - tape $ mud 2 l l underside of roof, j 4 43 header wl 1/2 spacer this end Ny f~~~ ~~~,~,~~4 ~ ~A~* \ ey. low\t PL' 4 ~ L L':-I#~~21 --12 't~' ~4 1 [24 ==2----*F22J-642*~~=ELL***i,r_ -4 x o pate , \1-1 / h 4 â‚¬<er \ - 0 / 1/ 1 %43 -~~~J~:2~ /4/ '' 00 te 3 3211< simpea teel 9 SEW - 2xÂ© Weader at s~mpson" stee / ' / ' 01Â°Â° Â©Â° . ~-4 13.re-Ingi'neffa~ono {rEIG 1-33'g = \ e lk--41 0 1 ~trap~te~/ C 5)AR~6 n'~ils z, "1. Strong-wall 591,4 2Â«10 ~~li f f~~c- ac~f '. / / / 90\063â‚¬0 / / 44> \A 24 0,0. 8.0. Trusses at 9 -6 0* .1 94. 44 /14- 41 +0 9 14Â©40\ Watched area ~ CV/ ~al-lead~r / ~ ' ~ . ~~,7 43 2-- ' |||i ~ffk _ 411*g~Jft< ~ 24 0.0. 5.0. Trusses :t 9-6 h ~% 24 0.0 MU09412-505 j Min 20 min. \ re-Eng ine/red Mono Trusses at 4Â» \%\ \ \ indicates 2%8 //1 overframing at %4 between trusses joists Manger at / access panel 90 11\ \Â·or Jew rop'per / LVL header - u- 1 0- this enid only <\41 / / /Off ~ holst // -21-2512. eL[Â£22<.Reari | -7\ ////p Â·Â·---Â· ------ Â»41 f 4 6 1 \11\\ 1 i / 1/ 9- .91 1 4 0,4 Battic access 40 k Provide blocking below ~~~~ 6>(14 hood beam 'H 41 2,0 Nader at:I 3 Wil C - Â» 1 outlooker chimney framing between I lilli A , 1,1 : A + 4. 46; 9%0Â° 0 ~ Solid B c.king ~ LU Z ~ / l Â·m. 95 " ' /Â· 111 IIIIIT-T-0- Beam = + 1--Â»-Â©Â»f--UNNffÂ«Â»Â» T.C. Beam ~/ 1 GOV *J~ f A40 / , ~7 Watched area I' LU 09'-11 /2" 109-4 12' 1 l 90 0 92 60. /1/ /, ' ~ indicates 2,<8. I IiEz-KÂ«--,i ,â‚¬4.. 13Â»8 Â· 1/1) JIL.11 122-1 1\2JWLAU,lilkkAW/~~*EkiWr:FLAMAIi; =1 i_,c~:2) ~IM46* ~1 " 4. 0%4 4~ overtraming at -J A B / 04.1 ...IEE~EE- 2 24,1 0.0 LU '-1 0 0 (2) 2xl D Weader at,ovex-K& I . 90 9/, d~ 6 --:a-A--Watched area indicates i . _ <VA R F) Trusses this root plane r [75 4 ~ 1 7/7 2 TV UFF-overframihg at 24" ~ 1=86. t future FV solar panels 252 - --I- - - are to accomodate . 4 l 04 j l 4\ 109'-10"44'J 6/ f 1 -4 Joist Brg. Wt. = / , 66' 79./#.pr t./.~Lio U LL' a -O / 5 4. 1.74= 4 04 --Zx4 Cross bracing on - ~ ~ A Get.Â£:%3 - attio between roof 1 angle top 4 bottom of _ 4 = 110'-11/8" Timbe Visnual Trus :. ~ ~ --tries webbing w/-- .. --4 . -Ve 1Pts %â€ž . aÂ£ ~ I -6 Maintalâ€¢-accoges- within- |- - - - "91mpeon" A.34 framing i & Truss Bre. Mt. â€¢ beam j 9421.1111 R1~ 1110 F . 2 , 0, 1 1 / 66 f///0 U) U 4/ 6 - ------- -.-+- -- -------- 4 Sp2065 ;0 - Maintain accoess within 1 f 7 / I . 27 16: 1 attic between roof / . 1 A M / T-~*)111-It / 09. . 0,1 , 9 1~ ~ Lingz~~0~ â‚¬ & 0 Â£ \1 (4) "Simpson" t O 6 1 Â· \ 6% 470 - ~ 4- Watched area e Watched area / 4 \04/ nails indicates 22 - - overfram'lng at - 2 Â»1240 3 -Â· -overframing at- - - - - indicates 2%6 - 4/1. 24" 0.6. 24" o.0. 11 \ \/ty 0/#r \:/Il / 2/// A I (2) "Simpson" WLSBPO LU fExposed angles w/ \ , 0 Â« / e 1/2"cl) lag 4 through 11 -.- -Â· -Ir,Ir-VIE l.331-#Usr - -'-- 0 ~ '20;~P ~ . It bolts 30 - .-I.-I.-..1- ..-I.-I. - I. tb ~ 1 '.--1- 'of**L~ / 6 4 6 6xM Wood beam ~ f) >44~j>, 1 2. 11 / 9 outlooker w / (2) "Simpson" i 0 1/ a / 4-5300 $-5 + 9 4) 1!// Pptja 2916 1 1 V. 9262 =- - - - 10 on site for rough frame inspection. fo 06 I lo 2/ /through b ts Wet Stamped Truss Specifications TO. Beam - / --- - - -~f~ - 1 -4 1 2>01' = 110'-9" : (3) 3/4 Thru ~ 9 1 11 067 0 bolts -*- -0- -.- -F-- - ~r~ ~am=1~ilt, \ 1 % 3, 61=4 i 1~~ ~P LeTA36 Strap 46. 4.41- { (4) "Sitnpeon tic w/ (24) 1Od 40 9.46 tr) 3 10 T na 115 5 34 p u / -I-I- I ~ ~~~ =3Â£ * i pr g ton + E <2< 09 Sheet Title A Y 1, / Â· pi 9 '143 006 9 0 ~EGE_.21*2_905 _8_ Roof Framing Plan OP \ ./.6 9 .1------------------e. . Nxi 04 m v / ~2 2 u ath Truse Brg. kit. A41 Or = 110'-11/8. (2) 6x6 Fir T.O. Beam / Visual Truss Dearing Points - Pbst.5 = iMY--6"- CL (1) 2x6 may be replaced w/ Y Â»/1 ----------4/. (4) 2Â» Blocking below Timber m 2x4 to allow for electrical 3/4" Thru-bolts July 22, 2011 at 4" 0.0. - typ -conduit run - typ ~ .~ Timber Visual 3-+4- -.- - - ------ - -- ---- - -- -1- -- -,02. 04 - A4 General Notes \ -* ' h././-1 - .....4 - --4 -- + ......................... . -- .u~ull- - . - - - Truse Brg. Wt = 109-0" ver\ty */ - -----~- 4Â§% p Tinlber Visual r 4 Line of 4 109'-O" verify w/ - ~ M - - 11.1.10.1 \ Al 6x]6 Fir Beams truss Fabricatior ---~~ - 3 2 2-Â» 7 - intersection with 7 Truse Brg. Wt. = sloping soffit PrÂ·e-engineered Timt=eiÂ· VicÂ·ual Truss t-71 truss fabrication 1 Refer to Framing Mot/5 Sheet Ali ral . \91@ --- \ -A-- 1 Nk 0. / 9" (11-Â·S) x 7 (E-Id) Fir = 110'-1 1/22'- 2x4 Gross bracing on truss Poets - notch 3 1/2" at -6.. \ --4. ./9, f Provide blocking - ~ ~44~ ~~~ ~~ ~ ~~~~~3~~angle~ top 4"bottom ~7--~~ webb'ng w/ Simpson A34 framing 2. Refer to Truss Profiles Sheet A15. xv to to receive orcas Fre-engineered -trueD Brg. kit. ~:/ J hearn below chimney framing between ~ - 110'-11/2 MmEL- tytii-=m=m:===Za=2~1 /3/ 12 2 2~2~61f 94'hA \ (4) "Simpson" 2 1-2 - 1.- I- - 6xa.-6100 -9 arn_ Ib - LSTA36 Â©trap 1--â„¢f-_-----90 4 I --- *6 /,1:/a ; 1 frz:h kicker 1 (4) "Simpson" / 1 tle w/ (24) 106 LS TA36 Strap nails --- 3/4'Lag / (2) 2>In Header i ./ bolts /l / tie w/ (24) 106 \\ IL /2 B La 1, \ \ 1 1 Â« /Liditional plywood Ge E Calvin 04 /1 1. 1 1 // 1 /// r Additional ~ ~ ~~~ ot i : ,541 r Bheathing - Refer ~ CLCULLIELL --1-- il 273~ - . : 1 plywood to 42/441 for Â»-9\ 1 // -7-4 ' AZ/A41 for I : --. requirements ~~~ ~ ~ (~ requirements - 21 4---48----44- -- 1-- 117 -- 5 ~ ~ft/5.Njuill / f 11 A X 1/4gr]Â»SEPUAA-7 \L ' .4 1 1- -- - A 'p F h -ex14 Wood beam ~ -6x14 Wood beam ~ \ 44 9 / 1 - h outlooker 2,-1-336 outlooker ax12 Columns between floor framing Â¢ bottom chord of trusses above 4,){/9.. R 1 ../ Ling of Sheet Numiter ~,~ ~ ~ ~hfer-to-Jevation A2/A41 1 1, . /~f, Intersection with slopirig soffit for 5tuctural sheathing r required at south wall Kerf plate bases - Re: Detail A3/A41 @@ A14 /Sh Entry Roof Timber Construction /gh Roof Framing Plan k23/ Mot to'Scale ~4!42' Scale: 1/411 = 11-0 True Morth Plan Morth Â© 2011 THORP ASSOCIATES, P. C. ....1../ " --~. 6x14 Beam outlookers below A40 a, Co 0 \\ >f ./ 4 / 9 I. A) i 179< ' lcD , 1 1 0/ \\ \ \ \ \ .0 \ 24 ga. 6" Prefinished cont. gutter 4 downapout system A Roof Plan 4!3/ Scale: 3/16" = 11-011 General Notes 1.~ All root flashing 4 gutters 4 downspouts shall prefinist (/ all finish in color - Provide samples for approval prior 3. All root penetrattons shall be completed prior to rooflr watertight. Penetration locations shown ars schematic confirmed with Mechanical 4 Plumbing Contractors. 4. Provide 2x6 blocking at unsupported edges between trusse vents, roof curte, chimneys, dormers, sto. 85 required. 0 2 2 E OLD ~ 0 5 -5 '0 N % S 14 0- 0 .2 6 1 w O E Z .:2 -LO Z - I 6 1000 0 . 0 (0 2 o 8 2 0 a 03 h 1.- >O -2 -3 L . 42 Ed -3Â¤-2 I * 0 Cl= 4 5 2.12 - 1- I 0- . , 00:; 5 9 -Coc r B ...... -004.A B @ 0 - .. I - . - 0 .. //0/ .. ... . I ' 0 .,A-mE, .. . . .# V I . .~i. 0 .. .... . . - I . . - I .. -. .... - I. .. 0 . -:'A 0 7 . ./ - .. .. Â¥ I - .... .... .. .- I. . .. e . 9, 0 I . . .. .. :. . 0 I 1 .. .. .. a .. .. .. . 0. ... . .. .... I . 0 . .. el~ 0 . P - : I - -0 0. .. ... 0 - 4. . - I . I - ... . 0. .... .. ... - I . - - I . --Â·.Ir ... ... .. 1 1 . -- 0 4.; -. . . 0 -. .... P. . 0 0 I . ... 0 - . ... 0. e - . . .. .. .. 6 .. . . .. 0 0 , a - -~ . 0 - 7 .. . 4 .. ... 0 - . 111 . A ... . a .. A 0 -9 - . 0112 , 0 0 1 Ill' 0. . :.(=LA'.I 1 5-11" 4 3'_11" i , 2'-51 4 1 1 1 1 M M VI 1 60-_2_L__-t ~-=9 JO p-ocil,- if~r'F- 1 51-1111 t 1 ' r 2'-11" .. 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Provide ternpered safety glass at ' ' locations adjacent to door E '' 0 7-11" 1 fh 1 3-lili 1 1 21-111' 1 4 1 1 v N ~ N ~M 31-511 1 7' 11" 311" 1" 3-11" 1 01 I 1 ~ 2'-71' 11'1~ 2'-7" 10'~ 2'-711 1 -01 ~|| r t--2111â€ž_t tr crurnlÂ« f_ I ~============~ .,1_ u b lip ~ 1 1 0 0 0 0 0 0 0 0 0 0 i 1'-5" 1 & 3-11" & 1 ~11" 1 1 91111101 N lEif T-m r A--2,~~f4 41 |~Iftgr-255 || k../.- 7 - 111-1111-111 r=L--1 4 1 11 Dimensions shown indicate Unit size - not rough opening 1. 1' = LI'F-int'll LLÂ« 1 161 3 111 : 5 %,7.01.2 IJ4- - 0 0 0 0 6 0 0 1"lili, Li 94 Flo Screen k 4-4 *kiTAâ€¢t.>t 41& Fr ~&~ ...6'r I. . . ci Window Elevations 20 Scale: 1/4" = 1'-All S Â«v 60*1 4,0Â«Q Coen 'ClijAÂ«C Pc)0 5 POUL U-FACTOQ_ V F-Provide retractable / screers - 7-leâ€ž 1/ 4 1 1 5-111/41' 1 1 3-81 1 1 9-01 1 i Varies , 1 1 +-11====41.q~ -t---i~ SE--Fian F ll F 1\111 11 1 11 LU ~ 11\11\liT' 11 11 e 131 .JI L.LI ~ A <- kill| ||| F.Al el li h. h h 111 111,4 11 II' LLI 1 3/ 1 1 It --1 'll LO ra>0 11 1- ~ r' T T Tgbtaln~cor~r U Lu 6 -8 C Â¤ 62 Door Elevations 4 02 5 b 20 Scale: 1/4" = 11-0,1 Â£1Â£ ~rE O u 06 02 ES -bE 2 0 lo 1/2" Gyp. bd. D 3 2 2x4 Wood studs at 16' 0.0. (A lx4 Knotty alder trim - G) (2) 2x4 Weader stain - ... 1/2" Gyp. Dd LU Door stop - ~ 0 \\\ ; 2x4 Wood studs Door - 3 - f at 16' 0.6 7 , 1 2~ Kou h O enin 106'-9 1/4" Ix4 Knotty alder tr' - staln Door stop Door \ ~_- 2x6 King 4 Jack stud - typ - 114 Wood trim - Brain 1:00/noillk<lill/Bli Window Â¢ Poor Elevations 4 Poor Details 03 Interior Door Head e Interior Door amb July 22, 2011 20 Scale: 3" = 11-0" 20 Scale: 3" = 1'-O" General Notes 1. All exterior openings shown, except for the overhead garage doors $ door E are to be Fella Architect Series Aluminum Clad - Color Brick Red. 2. Exterior Poor E Â¢ interior dOOr5 manufacturer is Sun Mountain. 3. Overhead Garage Doors are to be Raynor Sentura with Cedar cladding as shown. 4. Interior doors sizes are Shown on Plan. 5. Glass at windows marked w/ an asterix are to be 1" insulated Low-E w/ Argon, all other windows are to be 1" insulated SunDefense Duel Low-E w/ Argon. Glass at Exterlor Doors (except Poor E) is to be 5/8" insulated Â©un[Defense Pud Low-E w/ Argon. 1 . ~~ 6. Grilles 5hown on Window 4 Doors Elevatione are to De Applied Grilles. 7. All doors other than Fella are to have Johnson Hardware Selected by Owner. 2 COLOAb) 8. Verify all rough openings before ordering or fabricating materials. 9. All alazed patio doors are to have tempered safety glass. Provide tempered safety glass JOSE at 611 units marked "T" on Elevation above. C A. ~SED AR<G~~~~ A20 Â© 2011 THORP ASSOCIATES, P.C. ~A~ Pella Architect Series E--exhaust vert Cor-a-vent ridae vent aluminum clad wood AA37 windows w/ historic ~ General Shale thin- -Fie: Petall 84/&15 grilles 4 low-E glazing out quarried 5tons A General Notes - GAF Clk Grand Canyon / F- vencer Trailhcad series heavy asphalt - A A Flili'nbintl \/prit - 1 \ \ ..4 12Â®0 1 / / Ir-r-rzl chm.10. CA~In,na Ci mapt- 111.1, A Cor-a-vent ridae vent Re: Detail 84/2\15 - GAF Elk Grand Canyon series heavy asphjlt shingles Sedona Sunset color over 3Olt felt underlayment over pre- engineered roof trusses 2 Fredomete Ridge '119'-9 7/8" (7769.66) 6)<t4 Beam outlookers - 2x Cedar wood trim - stained - 24 ga. e Prefinished cont. gutter 4 downspout system Cedar clad insulated -~ garage doors Exposed concrete I. buttrese beyond to be covered by thin-stone veneer -- in Future construction 81' Exposure cedar - lap slding Line of foundation - Till Flywood siding to be covered by thin-stone veneer in future construction A3 West Elevation 30 Scale: 1/8" =1'-0" . . /I CAR ODDJOIOn '>I JD,-1 Se-LSZI .. 0731 Washburn Residence.pin 7/22/2011 1:40 PM I .. ... - 4 LO CO . . 0. - : A .. (Dz 3 O NLO ,.. 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GAF Elk Grand Canyon series heavy ~ (2) 29(6 Fir post - Re 24 asphalt otiltigIcÂ© Scdona Â©unect color (2) 6xe Fir pOSt5 - Elevations Sheet 630 1 -__ i ~ As an Alternate - Provide -8~: Detail 84/2\15 uver 30* Tdit undorlayment over 0/0" ~ Fc, ClevationÂ© Dliect , 0 Cor-a-vent ridele vent .. 2A12 Ocdar fascia A30 separate price to Owner to , . retail a radiant barrier - . GAF Elk Grand Canyon asphalt shinclles Sedof over 30* felt underla> sheathing 2x]2 Cedar Fascia -/ 117 3/8" Flywood 11 - w/ 3/4 x6" TÂ¢,6 -1-- planks soffit ~~ u (2) 6,<6 Fir ,rik~ post 6x16 Fir beams -- (2) 9x7 Wood - column5 General Shale Buckskir stone 4 thin-stone vcr ea. side of stairs ~ 6&118MI %1181& Buckskin 3" stone - steps $ landing - slope to drain .h T.O. Sandetons at [ Steel base plate: - submit -- shop drawings - prime 4 paint GIF Concrete stairs - Re: - Foundation Plan Concrete foundation - Foundation Plan 44 Footing drain - A f Plan for looation5 4 [3 4 8.0. Footing ~ m4- 11-0"T x 4'-6" Concrete footing - Ftc: roundatk Plan A3 Bund 40 Scale: 1/ i GAF Elk Grand Cany, Series heavy asphalt shingles 9/dona Suns color over 30* felt underlayment over 5/ sheathing 2xl2 Cedar Fascia 3/8" RS Sofflt bd. w/ lx3 batters at joints - typ 6x14 Fir bearn -- outlookers --- 22' Exposure cedar lap sjding -,hTru55 Brq Wt 0110'-11/8" 2x Cedar wood trim - stained ~ Cedar clad inlulated garage doors Exposed concrete ~ buttress beyond to be covered by thin- stone veneer in future construction Line of grade - b6arage Floor at Pei Concrete 32'dviond: -Â» Foundation Plan -1 4 D O. Foownq i 4"l' Footing drain Re: F:oundation Plan for locations 4 Detail 134/A50 Al Buildi 40 Scale: 1/ ~t t . - - 1 0731 Washburn Residence.pin 7/22/2011 1:41 PM Ii~~ .. (0 U w a)-0 a-j'.1,11111111111~1111111111111~11~1111111111 JigI - Â·~ IM i~ 2 . . I .. -----u-#81.px'Fi#11-82,'IN m . 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Start at lowest point and @ i / \ 30* felt underlayment 1 / 30* felt underlayment - â€¢ 48" max. 0 - 1/2" Sheathing at r-(2) 2*12 Weader - 1000 Ib header-to-jack-stud interior corner floor to A extend 18" past -7 ceiling of Greatroom ,~,~ strap at both sides of opening indow af shg~,.... behind fireplace 56 at backside of wall - install per rails at 4" o o. ea. 5tud mfgr Inetructions 4 plate - /-rnt--TrniT, vuLLI ----------- 1 K.L -- 11- ~ Fauter sheating to headerÂ· 2 ~ M-~ . ' ntt IllillIN F. WJ Ba rails in 3 gre --/1 fil -T- Pattern >= /-- / 1 h . 166 sinker nalls up thru plate in - (2) rows (1) row j into each 2x header at 3" oc 1/2" sheating - min I ~~ span rated 12/0 "Â©innpeon" CMÂ©712 -206 framing , as showni Tie strap acrose floor framing 1 1 F ploor decking 2\ Line of TO. Plywood i 111 -\\\ 77\ Â§ Except where noted I . otherwise, fasten sheathing /2 to framing w/ 66 Rails at ~*:55~~ 4" oc at panel edgee 2\6 .Â¢0 6" oc at Intermediates -/ Sheathing joint -f J where shown . '5 impeon WEDU14 -9192.5 Woldown View frorn Exterior ) South Wall Sheathing 41,U Scale 1/4-" = 1'-0 12-/ /1 " *to, rl#tc GAP Elk Grand Canyon series heavy 11 3Â«17 (2) 11/16"* Wolfe over 30# felt underiayment over 5/8" - a5phalt 5hinglcs Sedona Â©unact color sheathing 1/2" Steel plate I 2xIO Nood frarning â‚¬4 # at 24" o.0. - gee: 11(fl{(!(1(!f~(11Â¢11~11111 Roof Framing Plan .t 2- 2x12 Cedar Fascia into ooriortte - hT O. Beam 90/ (4) 1/2'4x 12' Embed 3/8" Flywood w/ 3/4"xe TÂ¢6 - rode epoxy min. 6 planks soffit - -Additional 4" to Â£,1111-11. / typ accomodate stone 1 cap 4 grout 41-j, Erearn (2) 6xe Fir posts - Se Elevations Sheet ADO Â«22 6x16 Fir beame 8" Exposure cedar lap - siding 2x Cedar wood trim - i stained Kerf Base Plate Peck railina - Re: Detail 03/150 41!,/ Scale: 1 1/2" = 1'-011 2x6 Redwood decking ~ 2xlO Redwood joists at 16" o.c. .h Main Level T.O. Flywood \ 11001-OIl#.. . ~T.O. Peaking 99'-11 1/2" - 11 44470 444 Fir beam Parge coat 4 paint expo5ed concrete to De covered by thin-stone veneer in future construCtion 417-fassion , n 4*4 Wood post - -,A -L=:32Â© 11 -5-M&::Ii-12 Concrete caisson - Re: ~ ~ Foundation Plan 42'* Footing drain - Re: 1 1 Foundation Plan for locations - 4 Detail 84/A50 4 24-5>assion 37 j Line of foundation beyond Id WIUWL.1 --- lilli --. B O. Footing 4 Ill >7* 1 ---- Requirements for Ufer 85'-0" f - 10'r x 6"W 1,4 Dowels at 32" 0.6. g~;5"' '~ \ Ground in footjng are to -De coordinated with 187 x 6"Id #4 PoweIs at 32" o.c. (2) #4 cont horiz / Sheet Number \~5Â« Electrical Contractor 1 1 - ----J --~-~- 8 O. Footing b . Re: Foundation Plan Â·11 (2) *4 cont. hor\z - ~~- 270" fwifieÂ·rra:(ok #,402,-o" 7 /gh Section at West Decl< gh Wall Section at East Deck- Plan Concrete footing below "SirtÂ·~25on Concrete footing - Re: Foundation Plan Etrong Wall assembly - Re: roundation /63%Wall Section A41 41!/ scale: 1/411 = It-011 421,/ scale: 3/4" = 11-OIl \4210/ Scale: 3/411= lLc)" Â© 2011 THORP ASSOCIATES, P.C. .di" 043<. - 2 3 -2 Ii/Vill'- 32 2,992# Ann IrÂ·.In-~ 6,1 in I cnic-1 .. ~* â‚¬ 2 TE 2 . - I . I. . .. ' ..... -- *: 0- CO 0)2 6 1 .W 01-Al e E= 0 4 . . 14'L . ... 4 4~ 0 (6 Â®2 8 2 g o .- ... 0 <~ ma_ & 1 - .... ... .. I.- . 0 0 4 0) h 0 tl AC) â‚¬ - - WCD 1- .. E o. 1 M .c .. Clt 3 0 . r LL - 1- I - a "/ 99"""" Alu~ A --- ~ x Â·Â· .... O (0 U) . 00,6 W R 1 - .. . .: -Cm - 9 -. 0 = 6 1- 1 2 .. .- . 0. .. mi *1 . 0, .. 0 -. .... A . .. I .- ... . -' r,- 0 : .. .. .. ... -. ... - . I. I . . . 0 -- ..: 4 - ... I . .... - I . I. . .. . 0 . .. r 0. ... I . . . .-1-1 .. 0. . .. .... . I. 0 .- ... 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A Â·eâ‚¬tlk.BLY Â©Stair Lower Attachment ~ 4%~u\,7.-, ...7 -- 50 Mot to Scale , Ixl2 Trim w/ charnfered - upper edge ~ Ill i j ~| 1~~~~hrI I Poor opening lEe: Other Prawinge 0,33 11/2" Tall trurre 6.- \- 1 I to align w/ 2x6 -2x12 lf/- ceiling trim Re: - 3 k , PetaiT 44/A50 1 b.- . ---1---- --- Ch'l _=j-- 1." \ \\r~,~~\\%.j\\,lt.41''ADAC g- to be reusable in Salijng per , 'Exterior Level detail to left - 1*.4- - 1- \ future dook b construction ro -\26199 - \\ \29, Re: Elevations Sheet 430 ~-- Exterior trim %% \\\\.4\ Interior Fini,hed Ng* 1% 1- % 9- ' a,jillh' I '44# 4 :>]~ doped Phase I 3 Temporary or Railing at Poors Ir) --1 gh Stairwav Dimensions EXHAIJST (10' FROM OPENNGS INTO j CONDITIONED SPACES OF BALONG} 429/ Mot to Scald 1 12- MINI ABOVE ROW 1 Details ..tulle A Y SHNG -~ /0 F RO E 9.10 Y \Â« 1 July 22, 2011 M*â€ž.s C Ar 1< / --* 11 I 1-1 ... 1 2x6 Trim at ceiling Â«f///--79-'flf 0 4 1 Z ELECTRICAL JUNCTION BOx FOR FUTURE NSTALLATION 10'46" Fir Mewd OF VENT FAN; NOTE 3. post to 3'-11" above --- i||tr 0 Ill \4 Piniah floor of landing IN \ FOR FUTURE NSTALLATION ELECTRICAL JUNCTION BOX OF WARMNG DEVICE; NOTE 3. 1"x4" Intermediate - 11 ~174111\ ~ post \~1 ~ 1 \-1 , --44*2 1 â€¢ SUPPORT josein E ealvin \q<~~ Drawer base cabinet STRAPPNG r N '\\ 11 1 \ $ courltertop by Owners Kitchen Cabinet Â©uppller - 3--4- DIA VENT PF~ <eOF~OLOR 1,-611 wide Ne SULE SPKE (PVC OR. EQUVALENT) 321 gy/-Na A MEMBRANE AROUND Railina Fer Detail -7- Im ADJO TS OF le lit i Ill -Â·Â£2121 /1\*IL 35Â« 44\1 AbAINt' Mittlit)811 /PaAJOOD"/00 11 6-UL 03/2 -typ -1 0 0Â·'' Â·-14 / -_____ MEMBR VERLAPPED 08) 3'x13"xi'-82' 4 - Fir treads \ 5upported on (2) ~---/10 y.>/ . - 4 /7 ~ED ARÂ¢97 3/4" threaded .. rode at 8" 0.0.- recg55 tread 1" into etringers ea ~iall]E318IE â‚¬*F imi ial, Nk:==2 1, Â© ide PVC T-FITTING fOR EQUIVALE Sheet Numbe, 45Â« 0/ /in -\ x405(J A50 TO SUPPORT VENT PPE - I .~ '~ il L-Pir Tâ€¢rITTmlft fnR #011!Vl~Ti 1\ - _ 111 /Sh Stair Construction Cgh Typical Footing Drain Radon Mitigation Under Slab Dtl. \ /0 Radon Mitigation Crawl Space Dtl. ~429/ Mot to Scale 429/ sdafe. 1 1/2" = 1,_n1, '629/ Mot to Scale * ''(29/ Mot to Scale 01 12 U Â© 2011 THORP ASSOCIATES, R 11//L 3DN3aIS321 NMAR HSVAA 3113 H 393 9 WO eA'JO LIJOH 6!9 ZO9 Z L 908 C,PDJOIOD '>1.'lod se*sa . . 000, 1/Ill ,, . 4 . . W .... . .- I . . . . 0. 1 1 0 - , .. .... 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F~ :,In-,4 l:,-4,42 *: 1 l i,Jinli .I - 1 1/=RIt=l!11 -- 'ild- -FA ... . . 9 ' .. ====: ~aittw.4.-4 . WASHBURN RESIDENCE Sheetlndex 1 Site Location Plan LOT41 B, REPLAT OF TRACT 41 & PORTION OF TRACT 46, FALL RIVER 2 Site Improvement Plan ADDITION & PORTION OF TRACT 101 AL FRESCO PLACE ADDITION 3 Exterior Elevations TOWN OF ESTES PARK, STATE OF COLORADO Height Variance Request April 27,2011 Contact Information APPLICANT Jeff Moreau Dallman Construction Company 211 4th Street Estes Park, CO 8051 7 Phone: (970) 586-5141 E-mail: Jeff@DallmanConstruction.com - - OWNER --- \\ Tom and Rachelle Washburn 3037 Kingfisher Pt. \ \ Chuluota, FL 32766-6017 \ Phone: (407) 971-8233 -aae Zoiie ARCHITECT El El f g Joe Calvin Estate Estate i Thorp Associates P.C. Private Open Space 3524357046 1 - 3524353003 --- Architects and Planners 1 6/ 131 Sta n I ey Ave, # 1 00 0 1 i f Zone 7 3% 8 El 1 PO Box 129 GU 6 Estate Estes Park, CO 80517 to 0 9 4 . 04- RMIMP 4044OP#72& Ave 3 -2 34 Â»De 3524307102 ~ Phone: (970) 586-9528 - Fax: (970) 586-4145 ElhhorÂ·n 6 1 Lake Estes to 4 Zone ?r E-mail: joe@thorpassoc.com ~; L ra|n~ 36 Loveland 1 .; I. El ~ . Zone Estate : .. * El , Zone [910. -el to 35243000#Z. ''~i f Zone ~ El C to ff/ Lyons 1 209-01 1 | -9 El = Estate Certification & Approval BMnp ,â‚¬3\ fEstes g Â« 14 3 ~ - X. 3524307165 1, 200'~ 352~~3~7166 Park f| Zone ' ' 3524307155 * State ~ A 66 U 0 El LÂ« , k r~ spring St THE UNDERSIGNED, BEING THE OWNERS, DO HEREBY AGREE THAT THE REAL Estate PROPERTY AS DESCRIBED IN THE APPLICATION FOR DEVELOPMENT PLAN REVIEW 3524300041 o FILED HEREWITH, AND AS SHOWN ON THIS SITE PLAN SHALL BE SUBJECT TO THE 4% 1.4 PROVISIONS OF TITLE 17 OF THE MUNICIPAL CODE OF THE TOWN OF ESTES PARK, COLORADO AND ANY OTHERORDINANCES OFTHETOWN OF ESTES PARK, 611 Zone V-. COLORADO PERTAININGTHERETO. "t: El Marya h ~ 7 96 - Propfed Nouse - Sce Sheet 2 3524356001 ~ OWNERS NAME: TOM AND RACHELLE WASHBURN Estate Lake v 1111\ Zone APPROVAL: El zone / DATE: to Allen5park @ zone El ~ ESTESVALLEY PLANNING COMMISSION CHAIR 3524300025 El b Estate --- DOUGLAS KLINK, CHAIRPERSON 8 3524307]47 ,- 3524300025 N / PARCEL #: 35243-00-042 Estate Mot to Scale Morth ' / / / Location Map ~ Scale: 1" = 801-011 Morth General Notes All required improvements shall De completed or guaranteed prior to the issuance; of a certificate of occupancy |~' APR 2 6 2011 Â©~ Thorp Associates RC. L%--3 1 of 3 ARCHITECTS and PLANNERS WASHBURN RESIDENCE LOT41 B, REPLAT OF TRACT 41 & PORTION OF TRACT 46, FALL RIVER ADDITION & PORTION OF TRACT 101 AL FRESCO PLACE ADDITION TOWN OF ESTES PARK, STATE OF COLORADO Height Variance Request April 27,2011 0 ~~393"E â€¢03, . -dept r~ 00%.53 ..U 777Â»-* f 2 -0. 1 1--UneÂ» A 49 00. / -9 80,4 9 .1 \ 1 lic \\ Nci F- -- 24* -t 14<23Â» .Â»*-4 20 -3650 . r~EL-8.6' 1 3Â¢04 . c n........+. - : #7 i j,3 -ove I. | ~ stone thi5 0/1~ 1 1 ~h - \ f area 2 -Â® \ 1 ~14 1 000 C / .... 70 #4 ' -f- Â·7758 1 ~.\4 1 1 -22 '.7756 K N: 0 44 2. Â·-Â·21& 01 h : ....42/ . 1 . 1 6. p I \ / 0. 1. f ...~ 2-Tj.-!4 4.2, i Â© 7756.' ~ ~ *h / ,â€¢Â·-'~ -7754 I::Sal, - .. Rock outoropping . \/ ..23 4fl---\<- i.)1~:ti\\ 1 1 21 4< 7754 1 Y..grap rive AL# .4 7750 ' I - -L /1 1-'' 1 1-145 -7 . . 0 . . 7746 <XÂ»\4 0 \ -- I. - M#-- I K ./ f / 0.9744: ' *\41 1 4-4 i~ m 4 8 .... - 1 . 7742 1 7732 .-f :\. 1 2 7;40 ~ 7738 \ \ . ---4-4 P 775 Rock outoroppi~g iÂ·Â· . Â· - L___ .1- fa I -4- Â·Â· 7734 0 1 Â°to \ Â·Â· 4' .~'77.36 9%\~3.Â· \ \ ..... 1~ . - . 9~OPâ‚¬1 1\ East 4500' 1 - 1 +..1 ' 2 1 - 643 / 7732 7746 \ to \70 \ 1 t. 1 \ \ + \ ... \\\ 4-3 7744 4' '-\ \1 \ 1 .... 11 (11(,68 ..-- a . 1, \ \ West 190.30' l. 9742 7\~ - / 1 9<0 ./ . Ul 2 \ 01 ....Proposed n, \ 77402 Â·1 / .... \ 1 h ..Â· Home , , N Allowable Height Calculation . '; .~7734 Plain Level FF = 7749.84 Â·Â· p.'7736 Lower Level FF = 7738.5 11 5,460 9 < )1--1--r>340 I 25'-0" Setback 7736 ~ A .ij <Â·.. >-1-1 1-0 natural grade = 48.15' . 1 19 I' r. ..-:. point a 494\Â·Â·- /* -x-* b 1 - ' -- -... Â·Â· 7732 point b 1 Book outorapping ~ 7732 -1 â€ž.:. ~ natural grade = 37.20' 4.9 point b is where the roof ridge is the . : highest above natural grade 773 | ~ ~~ ' ' Â·Â·Â· 7728 ~ .... ~7726 - - Â· ..7726 25'-1 1 Mb = 30' + 0.5 (a-b) Setback 1 1 Xh . Mb = 30' + 0.5 x 10.95' 7724 Maximum Height Mb L - 1 Mb = 35.47' 1 Â·7722 Maximum Ridge Elevation | j7720. Fock outoropping , --Â·.... ..7720 â€¢ natural grade at b + Mb /7718 ... 0 0 L... . 37.20' + 35.47' = 72.67' A-~-t f D 'bâ€¢37e,45 2082'Â·/~~% Proposed Ridge Elevation main level finish floor + floor level to ridge dimension tiv /: lAi 49.84' + 25.0' = 74.84' Site Plan Weight of Ridge above Natural Grade at point b 74.84' - 37.20' = 37.64' or 37'-8" Scale: 1" = 20'-0 0 10 20' 30' 40, Morth 1 ~['1~ APR 2 6 2011 Requested Variance 74.84' - 72.67' = 2.17' say 2.25' or 2'-3" Â·11 Thorn Associates RC. 2 of 3 ARCHITECTS and PLANNERS r100710'27' 0731 Project.pin 4/25/2011 11:52 AM WASHBURN RESIDENCE LOT41 B, REPLAT OF TRACT 41 & PORTION OF TRACT 46, FALL RIVER ADDITION & PORTION OF TRACT 101 AL FRESCO PLACE ADDITION TOWN OF ESTES PARK, STATE OF COLORADO Height Variance Request April 27,2011 6AF Elk Grand Canyon Wi h Rid e GAF Elk Grand Canyon aerie5 heavy ashalt series heavy aehalt 6x14 Deam 01]tlookers 125' Â·0" shingles Sedona Sunset shingles Sedona Sunset color over scissor 4 kickers (7774.84) color over %55Or trusees roof structure tru5515 roof structure Predominate Ridge b Fella Architect Derie -Â» -1- M95 aluminum clad wood (7769.26) windows w/ historic -- '' -4- ; -2- grille5 4 Lows-E glazing . . -- ---- - - Pella Architect Series 11 -I .- 1...... % -â‚¬ r.--- - - aluminum clad wood windows 2x Cedar wood trim ./-- stointed -77-7 MIÂ· - -- .~ w/ historic grilles 4 Lowe-E -- 77 % glazina , , r 16 32:1 - f. -7 t -2:zf- _- ' i 2x Cedar wood trim - ./ L.LLL-Ll--1 stained -- LUILL-1 - -- f 8" Exposure cedar lap Siding h / 8" Exposure cedar lap - liu7-=m=' 03 - - siding -*. I railing -Wood Â¢ steel deck General shale thin-cut -Tri. ~1Â»--rÂ· quarried stone veneer Main Level FIn. FIr. 4 Trailhead selection .. ~ I I - x100-0' ~-tyl' .-7 - 99Â· 1 #f (774984) 44*7 - . -. E- -- I ~ L.-rE ./.1 - ~01, -1 -- --~ Wood 4 steel decl< //// i General shale thin-out railing - quarried stone veneer Trailhead selection Natural/Finish grade -- - ~=nÂ« 1 1 ./ -. r ./.4/,IE,I Irr- I r= Finish grade r Lower Level Fin. Flr. Â£ -- -. 'rJr -1=r . + 88'-8. 1 Matural grade - L 5-El , '- (7738.50) T Finish grade South Elevation -Natural grade Scale: 1/8. = 11-0. O zÂ¥ 8 12 16' natural/Finish grade color over 5ckÂ»or ~~~55 |h Ga~~~4fmyon ~- seres heavy ashalt GAF Elk Grand Canyon tru55e5 root structure Â£ shingles Sedona Sunset shingles Sedona 9.iaet GAF Elk 6rand Canyon Nigh Ridge .h Wigh Ridge ,h _1_..._._ 7-7 125'-0" 9 I 1-- color over sciesor -- color over scissor 56-165 heavy ashalt tru5515 roof structure , trusses root structure shingles Sedona Sunset - (7774.04) (7774-84) color over 50155Or trusees roof structure _~ Predominate_EMkl--6- Predominate Kid e 6x14 Beam outlookers 4 kickers 119-5" 9 //9'.5 7 --- (776926) (7769.26) .far - Fella Architect Series 6x14 Beam outlookers - . i 6x14 F3earyl outlookers 4 kickers aluminum clad wood -44 +L - 4 kickers , windows w/ historic . -. 2x Cedar wood tr\m - grilles 4 Lowe-E glazing 8. Exposure cedar lap Pella Architect Series siding stained aluininum clad wood Fella Architect Series - -- -- windo\~/5 wi hi5toric _ ' f aluminum clad wood 2x Cedar wood trim r. tint ~- -- grilles 4 Lowe-E glazing - ---- stained -- - windows w/ historic grilles 4 Lowe-E glazing 2x Cedar wood trini 1 -- 1-i -4. - stained garage doors ata'ined ' - --2. - Wood $ steel deck ra iling Wood 4 51//1 deck -44*Â·4=r ~- Wood 4 Steel deck General shala thin-out 1, - railing - w--- 1-#,-.Er.,- -, -1 -1-r' ' 49 -:-+r-1- - Â· /4 1 radjng '' ' 1 quarried stone veneer ~ ~ .--. Trailhead selection 1 1 4 Main Level Fin. Flr. 4 - ' IMain Level Fin. FIn b (7749.84) (7749-84) 2 - m 4 4-22.1- - -- -- -- - Cedar clad insulated + 4 - General ehale thin-out garage 600r5 natural grade quarrled 5tons veneer Trailhead selection 8" Exposure cedar lap 1 -1 -- p 8" Expoeure cedar . , 1 1 1 4 siÂ£ling lap sicling r 7 -- i natural/Finish grade Â·.U L- r.. r- i. Finish grade --, ||| 1|11 ti~2~ ~ 1 ~111111 f 1~ 1.11 1.lilli---7 -: Natural/Fini:h grade 11 Wood 4 steel deck Platural/riniah grade I lilli = railing Natural/Finish grade Â· ' 4 . -ower Level Fin. Flr. 80'-8 - (773850) #-1-_tÂ· r / .-/ El r -1, ' rtn. u_r--mâ€¢ .1.- I - .c- -- General Â©hale thin-cut Matural/Fininh grade quarried etone veneer East Elevation - West Elevation Trailhead Belection Matural grade Gcale: 1)81 - 1'-811 Scale: 1/8" = 1'-0' 0 4 8' 12' 16 DAr Elk Orolld 0'orifoll series heavy ashalt Pella Architect Series aluminum (777484) shingles Sedona Sunset GAF Elk Grand Canyon series dad wood windows w/ hi5toric color over ecissor heavy ashalt shingles Sedona grillee 4 Lowe-â‚¬ glazina truseee roof structure Sunset color over 50:55or Predominate Ridge â€¢h trusece mof structure -22â‚¬212-2-212-1.ZI-- '227 r~ *tpljll~~-'127~- Â·--ilval-TZI-'2~%2-/_ 2 0322122~-4-~-Â·-' .- - _- ~ ~~~ ~ t- 4-Â«.tjlb- ' -4. ,-4, .-, -tury . - Â·tz/=te. -1. -2 119'-5" 1 (7769.26) 6x14 Beam outlookers I I -=-~ Â· 6x14 Beam outlooker5 4 kickers _219= :Â·-2-- -- - - -~ -- 4 knkers 2x Cedar wood trim - 2x Cedar wood trim - =5=7.- L stained -- - stained -ttz=$31 -m- - - 8" Exposure - #**A--2.A . - ..0. -- ---- cedar lap siding - blood 4 steel deck ' Cedar clad insulated railing WI-I--+I- + Lf-- E--1-=69- NE~1Â· f~ =-IinIiff- 2-- M- -- garage doors 77 1 11 cum i~ | r=-T TT; Ill U- I 1 11 11 F 3 - . _ Main Level Fin. Flr. 4 ~D\~ APR 2 6 2011 43. -7 _ --14 r 1 / (774984) - . 7 74 - 9 - 2 2.-- 1 35 --- Natural/rinlah grade L-6 - 2x Cedar wood trim - Cedar clad insulated - - - 40 - --- -=Lk- r U."-- , - 1 1 to---r-7.-rl -/ General shale thin-cut Cedar clad insulated Â·- - - - --- Finish grade -- quarried stone veneer / garage doors --- Trailhead selection - natural ~abt- -- T Â· ,-1 - 1~-1 11 ~ 1 =49. --- 8" Exposure cedar lap siding 1 111 Â£ -- Flagetons step5 - North Elevation 3 of 3 E L 1111 ARCHITECTS and PLANNERS EZETZ:173.-770.---~ .UCIT-4,-li".9 0 4' 9' 12' 16' 0 1 Project.pin 4/25/2011 11:52 AM y RECORD OF PROCEEDINGS Regular Meeting of the Estes Valley Board of Adjustment June 7, 2011, 9:00 a.m. .-6.-. Board Room, Estes Park Town Hall Board: Chair Wayne Newsom, Members Bob McCreery, John Lynch, Chuck Levine, and Pete Smith; Alternate Member Jeff Moreau Attending: Chair Newsom, Members Moreau, Lynch, Levine, Smith Also Attending: Planner Shirli and Recording Secretary Thompson Absent: Member McCreery Chair Newsom called the meeting to order at 9:00 a.m. The following minutes reflect the order of the agenda and not necessarily the chronological sequence. 1. PUBLIC COMMENT None. 2. CONSENT A. Approval of minutes of the May 3, 2011 meeting. B. METES AND BOUNDS PARCEL, TBD HIGHWAY 66, RIPPLING RIVER ESTATES. This request was to re-approve a variance previously approved in November, 2009. The approved variance was to Section 7.5.F.2b(6) "No Development in Street Frontage Buffer Area" of the Estes Valley Development Code (EVDC) to allow driveway access to be located within twelve feet of the property line, within the mandated 25-foot arterial landscaping buffer zone. Due to economic conditions, the owner has not initiated development. Staff recommended approval with the following conditions: Conditions: 1. District Buffer landscaping standards shall be applied in place of arterial street standards. 2. Variance approval shall not lapse in the standard one year timeframe. Instead, variance approval shall be valid as long as the development plan approval does not expire. It was moved and seconded (Levine/Smith) to approve the Consent Agenda as presented and the motion passed unanimously with one absent. 3. LOT 6 OF WEBSTERS SUBDIVISION OF LOT 14, BLOCK 10, TOWN OF ESTES PARK, 170 BOYD LANE Planner Shirk reviewed the staff report. Cydney Springer/Applicant requests a variance from EVDC Section 4.3, Table 4-2, which requires side yard setbacks of 10 feet in the RM-Multi-Family Residential zone district. The applicant desires to encroach 5.5 feet into the west setback for construction of a proposed storage shed. The proposed 192 square foot shed would be located between the existing dwelling and existing outbuilding, and would be used as a painting studio. Planner Shirk stated that staff found special circumstances. The neighborhood is tightly built and the lots are very small. Staff found the neighborhood would not be substantially altered. There were no comments received from adjacent property owners, and no significant comments from reviewing agencies. Planner Shirk recommended approval with two conditions, listed below. Staff Discussion Member Levine stated it would be helpful if more detailed directions to the site could be included in the staff report when the site is difficult to locate. He also inquired about the existing power pole, and Planner Shirk stated the Light & Power Department had no significant comments concerning this variance request. - RECORD OF PROCEEDINGS Estes Valley Board of Adjustment 2 June 7, 2011 Public Comment Greg Rosener/Applicant Representative clarified that electricity to the proposed shed will run underground from the north side of the existing dwelling. Conditions 1. Compliance with the site plan and building design, as approved by the Board of Adjustment. 2. Setback Certificate. Prior to final inspection, a registered land surveyor shall provide to the Community Development Department a signed and stamped certificate that specifically verifies that the structure complies with the approved variance, and shall include a specific reference to the distance to property lines. Staff recommends a surveyor set survey stakes for foundation forms to ensure compliance with the approved variance. It was moved and seconded (Smith/Moreau) to approve the variance request with the findings and conditions recommended by staff and the motion passed unanimously with one absent. Member Moreau recused himself from the Board. 4. LOT 41 B, REPLAT OF TRACT 41 AND A PORTION OF TRACT 46, FALL RIVER ADDITION, AND A PORTION OF TRACT 101, AL RESCO PLACE ADDITION, TBD BIG HORN DRIVE Planner Shirk reviewed the staff report. The applicant, Dallman Construction Company, requests a variance from EVDC Section 4.3, Table 4-2, which limits structure height to 30 feet above natural grade in the E-1-Estate zone district. Specifically, the request is a variance from the adjusted maximum height limit of 35'6" to allow a maximum height of 37'8", a two foot two inch variance. Planned Shirk explained the 30-foot height limit has been in effect for at least 40 years. There was an amendment to the EVDC, approved in 2001,to allow a height adjustment on lots with slope; therefore, staff discourages height variances because of this built-in flexibility for grade and topographical features. Planner Shirk stated there have been very few approved height variances since the amendment was approved. One approved variance was for a parapet around the top of a building downtown to conceal the air conditioning unit on the roof of the structure. Another approved variance was at the main building of the Good Samaritan facility, to allow for a parking garage to be built underneath the structure. That variance minimized the site footprint on the property. Staff recommended disapproval of the variance request. There are options for the property owner; including but not limited to additional blasting to lower the entire structure, or reducing the 10-foot ceilings to nine feet. An adjacent property owner downhill from the property was in favor of the variance so additional blasting could be avoided. She was concerned that additional blasting could damage the foundation and/or walls of her historic home. If the Board approves the variance request, staff recommends two suggested conditions of approval, listed below. Staff and Board Discussion Member Lynch stated there was also a height variance approval for a building at the YMCA of the Rockies. Planner Shirk explained that staff is allowed to grant variances of 10% or less, but height variances are not included in that authority. Public Comment Jeff Moreau/Applicant stated that given the topography of the properly, a disapproval of the variance would increase the steepness of the driveway. He stated the height of the foundation, not the ceiling height, determined the elevation of the property. Surrounding property owners have no objections to view obstruction. If the variance is approved, there would be blasting to the north to lower the grade about five (5) feet, with just a scraping of the topsoil on the south. Member Lynch asked if the applicant had considered having a consultant do seismic testing on the property. Mr. Moreau stated it was not required, but - RECORD OF PROCEEDINGS Estes Valley Board of Adjustment 3 June 7,2011 he would be willing to have it done if it was recommended by the Board. He stated the design of the dwelling could be altered, but the great room ceiling would need to be lowered to less than eight feet to comply. He would rather not lower the foundation due to the increased driveway slope. Kelly Brown/adjacent property owner stated there was some negative impact from previous blasting of another adjacent property owner. As the property owner of a historic residence, she wants to minimize any impact to their dwelling. She stated the applicant has already corrected other conflicts with neighbors prior to this variance request. Most of the trees on her property grow out of the rocks, and could be seriously damaged by blasting on the hillside. Mrs. Brown was in favor of the variance request. She stated the applicant redesigned the drainage plan on the property to mitigate problems on the lower properties. She discussed the blasting with Fairbanks Excavating, who indicated that surface blasting would be conducted to lessen the impact on neighboring properties. Member Levine stated he was initially opposed to the variance request, but after the comments by Mrs. Brown, will support the request. Member Smith agreed with Member Levine. Chair Newsom commented the neighborhood impact would be minimal, and he would support the request. It was moved and seconded (Levine/Smith) to approve the variance request with findings and conditions recommended by staff and the motion passed unanimously with one absent. Member Moreau returned to the dias. 5. UNIT l A, BUILDING 1, OLYMPUS VIEWS CONDOMINIUMS, 1690 BIG THOMPSON AVENUE Planner Shirk reviewed the staff report. The applicant requests a variance from EVDC Section 4.4, Table 4-5, which requires a 15-foot side yard setback in the CO-Commercial Outlying zone district. The property is located at the eastern-most Town limit boundary, and the patio is adjacent to the access road for the Marina and Lakeshore Lodge. The request is to allow a side yard setback of eight feet from the east properly line to allow an existing fenced patio seating area to remain at the southeast corner of the building. Planner Shirk stated the patio and access stairs were built without a building permit. Based on this, if the variance is approved, staff recommends a condition of approval be that all required permits for the patio and stairs, as well as other open permits, be finalized no later than July 5, 2011. Planner Shirk stated the patio is an amenity for customers. Other than the Division of Building Safety, reviewing agencies had no significant issues, including the Estes Valley Recreation and Parks District. The Division of Building Safety indicated there were several unresolved issues concerning unpermitted work and unapproved work. Their recommendation was to add a condition of approval to resolve all issues with outstanding permits, The condominium association would need to resolve any issues with maintenance, common elements, etc. Planner Shirk stated staff recommended conditional approval, with issues to be resolved prior to July 5, 2011. Specific conditions are listed below. Staff and Board Discussion Member Levine stated the variance request was not posted on site. Public Comment Don Hess/Business owner stated there was an existing patio that went up to the property line, which was recently moved back 8.5 feet from the property line. He stated he was under the impression that moving the patio away from the property would bring him into compliance with the setback. The patio was slightly reconfigured to improve accessibility, and also fenced and gated. Mr. Hess agreed to have the Division ot Building Safety issues resolved by the July 5th deadline. 2.9. -: WASHBURN RESIDENCE Sheetlndex 1 Site Location Plan LOT41 B, REPLAT OF TRACT 41 & PORTION OF TRACT 46, FALL RIVER 2 Site Improvement Plan ADDITION & PORTION OF TRACT 101 AL FRESCO PLACE ADDITION 3 Exterior Elevatioth TOWN OF ESTES PARK, STATE OF COLORADO Height Variance Request April 27,2011 Contact Information APPLICANT Jeff Moreau Dallman Construction Company 211 4th Street Estes Park, CO 80517 Phone: (970) 586-5141 E-mail: Jeff@Dal[manConstruction.com % - OWNER \ 1- Tom and Rachelle Washburn / \ 3037 Kingfisher Pt. Chuluota, FL 32766-6017 Phone: (407) 971-8233 / Ailir /\ ARCHITECT ~|e 1 Â« Joe Calvin El Ihorp Associates P.C. Pria= Â»Sr, SDAI 352=35/0â€¢46 --1- 824,353Â«i- - Architects and Planneri 4-34 I 410 z{,1.Â· ~ 131 Stanley Ave, #100 7 El [ O Box 129 IL_n}n .' | Este, Park, CO 80517 11.1. 1 1 \ Phone. (970) 586-9528 -6130/Â·02 Fax: (970) 586-4145 ~ E-mail: joe@thorpa..or.coin El 6,14, Ame El ~ bulp A Â»D I , SI.,1.. * Certification & Approval El 1 El \ 352-430/Â·~ / 1 b# Prlrf-, HM']112'li.N,11.8'N.lilli)*wit>.[3{111'Rllt' 1,01411 11'Arilll RI\I r..- bl.~Ir 2-30/ke 1 .11'p '52Â·29,nee w El I-/- -6 5. UtahÂ· PR[ Wt.RnÂ· AS I)12.CRIBL[~ IÂ·'. rilt AP PLIC,trK )& 14 )R f JI Vi l{ }PM#A l I' \2~ MI VII W 3524303041 FILE[1 HiRIWIrll, AND U.11(3.;'u" TH'NITE PLL"'4,1 0, Sl j,WH-T In [Ht PR[)VI.liÂ»Â·d (31Â· rirli: 12 1 )1 rilt Mli,1, pil ront ,/i Ttit inwx (Â·)1 hn:j; pARK (~GLORA[10'NOÂ»Â¥[1111'RORDIXANCES(}ITIN TOWNOFEW,5/ARK, Zi>i~e ~ - C[H,(]R~[10 Pl:Rall\.G DIERET,3 | - ...~ i Â®* El b lt.-1 9// Sh=t 2 .:,W / ..NERS VME IUM U / R.4, HELLI: W,<+HII!!h Ely' \ ) 352435â‚¬'DD' lie ....... 4// E, / Art blate zo,- El ~ @ bute pa,Rrft: 1,243 00-042 ESTES VALLEY PLAN N INC COMMI!,SION CHAIR El 3 Â·524307Â·lÂ·42 - .....AS KLINK, CHAIRPEÂ·RS{-. Vicinity Map \ blair S 352-8/5 I Mot to Scale Morth 1 / / / - --------- Location Map ~ Sca . 1' = 80 -0 north General Notes ~ APR 2 6 2011 x\Lj)\ L_---1 Thorp Associates P.C. 1 of 3 ARCHITECTS and PLANNERS ... WASHBURN RESIDENCE LOT41 B, REPLAT OF TRACT 41 & PORTION OF TRACT 46, FALL RIVER ADDITION & PORTION OF TRACT 101 AL FRESCO PLACE ADDITION TOWN OF ESTES PARK, STATE OF COLORADO Height Variance Request April 27,2011 1 . 437 >t i .L, 1 X , . "00 ~<52/c 4 y 5 1 .0. 4 I 19 . - 1 \ P,-4 - f .3'- *.4- h 1 1 TÂ«. \ 3 V N / \ An-74 1.= th 1 ~~~h- vacj 4 trir I 1 \ Ff. 77546 /\\. f i 44 \ / ' A 1 ..../ 0 /ZE. 2 6 1 ~, o.=rop.. , ft.. 025 47 1 1 7752 leÂ¢ 1 .f 1. 4 \ Â©1 b I~ 1 - i 7/48 \ I 1 i /.N â‚¬ 00 .... .... r : \ 79 .lp 7 ?*1 1 1 1 m :\ 4, &' Ew,7~2 1, \ : 4 0 1 7.,1 2 1 \ 9 -f tz . *m 7/36 | ? n- I . 1 L- -h-- .â‚¬ i ~ 1 iLl 36013 7.35 4 1 "46 1.1 - 77.:. 1 1 , -ed : 1 1 4 Pr~osed \ \ 2 4- M I 7.. . , ' ..Home '~ Allowable Height Calculation .4. '.1 1 1, III I \..... . 1 -7- ' - 26:211't - =.141 1 25': 1 ITâ€¢4 ; , point a 4 - natural grade = 48.15' h \h. I i - Unt 1 --7 / Mock Outcroppl. natural grade = 37.20' , point b 7/3291 , point b is where the roof ridge is the 1 . 7/2/ '~ ~__/ | 72,0 ~ highest above natural grade Maximum Height M, ~ ~772'0 25 0 Mb = 30' + 0.5 (a-b) 1 ..DE'll i 1 1 X.1 L Mb = 30' + 0.5 x 10.95 , Â·Â· Â·Â·Â· 1 Mb= 35.47 - Maximum Ridge Elevation 29 - 9 nnaattuurraalI ggrraaddee aatt bb ++ MMbb Mâ€žck outcroppÂ·ng I ' I ....-Â·Â·Â· 9 E -.....7720 37.20' + 35.47' = 72.67 ley. -C--7-1 Proposed Ridge Elevation f main level finish floor + floor level to ridge dimension 49.84' + 25.00 = 74.84' Site Plan .11---= ~ ~El ~ APR 2 6 2011 ~~ Height of Ridge above Natural Grade at point b Scale r = 20'-0 ; ~ Morth WEL__--- 74.84' - 37.20' = 37.64' or 37'-8" Requested Variance 74.84' - 72.67' = 2.17' say 2.25' or 2'-3" FÂ¥43 Thorp Associates RC. 2 of 3 L 1111 ARCHITECTS and PLANNERS Â¥ 7 1 r 72/2- 0731 Projectpln 4/25/20111150AM WASHBURN RESIDENCE LOT41 B, REPLAT OF TRACT 41 & PORTION OF TRACT 46, FALL RIVER ADDITION & PORTION OF TRACT 101 AL FRESCO PLACE ADDITION TOWN OF ESTES PARK, STATE OF COLORADO Height Variance Request April 27,2011 . *1 C . e y/ M :2.â€¢ I .ilÂ®I- â€¢t,kÂ·. ./*Â·ni tlect ....In G..O.... 1 1--.-- + - t. â€¢Â·.or Z , .trnDll. 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I 1- e.er. ..1 7.--Â· \\ 4.4,r.C~ .- .%,Â· East Elevation _ __ West Elevation fâ€¢,*Ew w...4 ;2 .... 9* SO. e 1/8 - 1-0' 50,}e: 1/8 - 1-0 F + Ma f,er Â·7,-rf. 44 /5Â«x t.. rÂ¥ 1 ..t "4, 1,1 ~r M~ 1~FA; 4.-- â€ž, C., 141 â€¢â€¢Â»d .â€¢â€¢J>. 4. -Nar. . 1./ 9-I. E 'pÂ· M-. .... -44!e:!â€¢ ENYÂ·,I 1 4 4~0 Â¢â€¢ er ,Â·, >}rÂ· M. Sm % - :4' IL 5~Slr Â» S" 4, 2,.2,>.Â·Â· .TA=Â·. %*ae@-Al t'Â·145;UÂ·-21-~---05~ZIc:_Â©2*kr..:~Eâ‚¬3032**a~j~3~~~- 22â‚¬GER[,ae*.e/120'.4#~~5/~4~*Mi/*2'---~ P â€¢ L Â¢2- .fco . I D ' 4 e. I .' k.Â·I 16:Â· d Lf. -en - -- . , 41 111 APR 26 2011 ~~1 f .IER: - nTÂ·n H - Â·Â· -- - - Ini r----3~n f M J Â· - 4. - - - --- . -- E -PSEW -:m A , --- - --- 1 'Ocd 4 5â€ž- . - - . f.f UL 9 ---- - .4- ' e ' ....L 1 3-47 1>e H - -,a / 0[li l 'JI]-f[) 1 . - 4...... y.,â€¢ .....,I 1 1 , 1 - - - - - - ~ ..."0 ....00 -/ 141 - Â£ -- - - -2 ...we - I. LIZS* .... c-d J.. ./ . r --- -â€ž.le ..,- ---- * Thorp Associates RC. INorth Elevation 3 of 3 ARCHITECTS and PLANNERS EZITi73.10 /89/...6...Fl.4 0731 /11,dli, 4,201, 2 57 N C - -4 TOÂ»I oF IETES PARIÂ© June 8, 2011 Thomas and Rachelle Washburn 3037 Kjngfisher Pt dministration j Chuluota, FL 32765 fTown Administrat 2 4 Town Clerk :i Public Informationi RE: Washburn Height Variance Request 4 ommunity Development ~1 To Whom It May Concern: ~Â·Building ~t Code Enforcement The Estes Valley Board of Adjustment reviewed the Washburn Height Variance Planning/Zoning Request variance request on Tuesday June 7, 2011, at the regular monthly meeting. Community At that time, the Board of Adjustment voted unanimous (4-0, one abstention) Services APPROVAL CONDITIONAL TO: Facilities Sales & Marketing 1. Compliance with the site plan and building design, as approved by the Board of Fairgrounds & Adjustment. Events 2. Height Certificate. Prior to final inspection, a registered land surveyor shall Museum provide to the Community Development Department a signed and stamped Senior Center certificate that specifically verifies that the structure complies with the approved variance, and shall include a specific reference to the structure height. Visitor Services Finance Pursuant to Section 3.6 D. of the Estes Valley Development Code, "Failure of an RO. Box 1747 Applicant to apply for a building permit and commence construction or action with Human Resources regard to the variance approval within one (1) year of receiving approval of the variance shall automatically render the decision of the BOA null and void." Police RO. Box 1287 Should you have any questions or comments regarding this matter, please feel free to contact Community Development at your convenience. Public Works Fleet Parks Respectfully, Streets Utilities [ivid W. Shirk, AICP IT Planner Light and Power Water cc: Jeff Moreau, Dallman Construction 170 MAC (,141.Gl)It A\'1 , ~ 11(). BOX 1200 ~ Islib PARK, CO 80317 | Pit 470-386-53.31 I u-ww.estes.org i-r-'~ Washburn Height Variance Request Estes Park Community Development Department, Planning Division 1 Room 230, Town Hall, 170 MacGregor Avenue PO Box 1200, Estes Park, CO 80517 Phone: 970-577-3721 Fax: 970-586-0249 www.estes.org ESTES VALLEY BOARD OF ADJUSTMENT LI,4.P RANP ~ Fall. ~ USFS MEETING DATE: June 7, 2011 *,-r-* 7 7- d REQUEST: Variance from the adjusted 84-,- maximum height limit of 35' 6" to allow a Rocky .. At)unhin 4--t' 7 36 USFS maximum height of 37' 8" (2' 2" variance). NEtioneJ - 6 LOCATION: TBD Big Horn Drive, within - #S the Town of Estes Park. = usps RM\P Botrdery To get there, turn north off Wonderview Avenue on Big Horn Drive, then turn left at ' 461 Big Horn Drive. Property is located on left side of the drive, approximately 150 yards west of Big Horn Drive (see aerial photo on next page). APPLICANT: Jeff Moreau, Dallman Construction PROPERTY OWNER: Thomas and Rachelle Washburn STAFF CONTACT: Dave Shirk SITE DATA TABLE: Consultant: Dallman Construction (builder); Thorp Associates (Joe Calvin, architect) Parcel Number: 3524300042 Development Area: 1.2 acres Existing Land Use: Undeveloped Proposed Land Use: Single-family residential Zoning Designation: E-1 Estate Adjacent Zoning: East: E-1 Estate North: E-1 Estate West: E-1 Estate South: E-1 Estate Adjacent Land Uses: East: Single-family residential North: Single-family residential West: Single-family residential South: Single-family residential Services: Water: Town Sewer: EPSD PROJECT DESCRIPTION AND BACKGROUND: The applicant requests a variance to Sections 4.3 Maximum Building Height and Section 1.9.E2 Measurement of Maximum Building Heights on Slopes to allow a new single-family residential dwelling. The proposed height would be 37' 8" from existing grade, where 35' 6" would typically be allowed. ./ 1 t. Â», 1 - 4 1 0 ---4 ' A:10 1 .a.s.. b, .l,Â· ;15 I- + 4 ./ .. ' ' d, . P 4 ~. e. , . " ..1 c 2 1 1 4 - *.#4/f. 0 4 . 6 . . 5 - i. '' 41 5,1 4 " ' â€¢4 - 7.7 I : I I 1 ... - â€¢4â‚¬- rN. 14 . L.. . 2, 41 6/ ,11'llimill'lillus/A .1,"/6- 3" ... REVIEW CRITERIA: In accordance with Section 3.6 C. "Standards for Review" of the EVDC, all applications for variances shall demonstrate compliance with the applicable standards and criteria contained therein. The Board should keep these criteria in mind when reviewing the variance request. Maximum Building Height. The standard height limit of the development code is 30-feet from original grade. However, this standard is modified by Section 1.9.E2 of the EVDC, which provides for a "sliding scale" regarding maximum building height. Essentially, the uphill side of a structure is limited by the 30' limit, while the downhill side of the structure is allowed to exceed the 30' limit a factor of half the elevation drop. What this means is that if the original grade drops by 10' over the footprint of the house, the downhill side would have a maximum height of 35'; if the drop is 14', the maximum downhill height would be 37'. Due to the allowed modification, which was implemented several years ago to minimize height variances, staff recommends the structure be designed to comply with the height limit. Â¤] Estes Valley Board of Adjustment, June 7,2011 Page 2 of 4 1111 Washburn Height Variance Request REFFERAL COMMENTS AND OTHER ISSUES: This request has been submitted to reviewing agency staff for consideration and comment. At the time of this report, no significant issues or concerns were expressed by reviewing staff relative to code compliance or the provision of public services. Neighbor Comments. The applicant has submitted two letters of support from two nearby neighbors (see attached). FINDINGS: 1. This request does not comply with review criteria set forth in Section 3.6.C of the Estes Valley Development Code. 2. Special circumstances do not exist and practical difficulty would not result from strict compliance with Code standards. 3. The essential character of the neighborhood would not be substantially altered, nor would adjoining properties suffer a substantial detriment. 4. The variances would not adversely affect the delivery of public services. 5. The variances represent the least deviation from the regulations that will afford relief. 6. This request has been submitted to all applicable reviewing agency staff for consideration and comment. No significant issues or concerns were expressed by reviewing staff relative to code compliance or the provision of public services. 7. The submitted conditions or circumstances affecting the property are of so general or recurrent a nature as to make reasonably practicable the formulation of a general regulation for such conditions or situations. The conditions associated with this lot - slope - are recurrent within the Estes Valley, and the development code was amended in 2001 to account for such conditions with the adoption of Section 1.9.E2. 8. Failure to apply for a building permit and commence construction or action with regard to the variance approval within one (1) year of receiving approval of the variance shall automatically render the decision of the BOA null and void. STAFF RECOMMENDATION: Disapproval. Should the Board opt to approve the variances, Staff recommends the following conditions be imposed: 1. Compliance with the site plan and building design, as approved by the Board of Adjustment. 2. Height Certificate. Prior to final inspection, a registered land surveyor shall provide to the Community Development Department a signed and stamped certificate that specifically verifies that the structure complies with the approved variance, and shall include a specific reference to the structure height. M Estes Valley Board of Adjustment, June 7,2011 Page 3 of 4 *j Washburn Height Variance Request SUGGESTED MOTION: I move DISAPPROVAL of the requested variances with the findings recommended by staff. ~11] Estes Valley Board of Adjustment, June 7,2011 Page 4 of 4 * Washburn Height Variance Request DALL...AN CONSTRUCTION COMPAN.,â„¢C. 211 FOURTH STREET PH: 970-586-5141 F l.4 Â©[EOVE FAX: 970-586-4387 E-7 April 26, 2011 ~/~~ ~ APR 2 6 2077 f Community Development Department Town of Estes Park ---1 P.O. Box 1200 Estes Park, CO 80517 RE: Lot 41B Fall River Addition Parcel # 35243-00-042 To whom it may concern: Jeff Moreau/Dallman Construction on behalf of the Owners Thomas and Rachelle Washburn are pleased to submit site plans as well as elevations for a variance request at Lot 418 Fall River Addition. Owners The property is currently owned by Thomas and Rachelle Washburn. Propertv Description Currently the lot is vacant, and the owners are interested in constructing a new single family residence on the lot. The lot is zoned E-1 with allowable height of 30' above natural grade. EVDC 4.3 Table 4-2 (Maximum Building Height) & EVDC 1.9.E.2 Figure 1-4 (Measurement of Maximum Building Height on Slopes Due to the steepness of the lot, the large rock outcroppings and the elevation of the shared driveway at the North West corner of the lot, the proposed North West driveway will be steeper than desired (greater than 20%). Also due to the large rock outcroppings and amount of rock below the top soil extensive blasting will need to be done to place the house at the maximum allowable height per the calculations provided in the EVDC 1.9.E.2 Figure 1-4 (see the attached calculations). We are requesting that a height variance be granted of 2'-6" to allow for the decrease in the steepness of the North West driveway to 15% grade as it approaches the house and to lessen the impact of the blasting on the lot. It also appears that if the variance is granted there will be no ill effect on the views from any of the surrounding or future residences (please see attached letters from two of the neighboring properties). Access Access to this site is from a private road off of Big Horn Drive. Utilities Water- Town of Estes Park Sewer- Estes Park Sanitation District Telephone- Qwest Electric- Town of Estes Park Gas- Xcel Energy DALL~AN CONSTRUCTION COMPAP, i INC. 211 FOURTH STREET ESTES PARK, COLORADO 80517 PH: 970-586-5141 FAX: 970-586-4387 Drainage There are no plans to adversely change the drainage patterns. Sincerely Dallman Construction Company Inc. *1\A Jeff Moreau WASHBURN RESIDENCE Sheet Index 1 Site Location Plan LOT41 B, REPLAT OF TRACT 41 & PORTION OF TRACT 46, FALL RIVER 2 Site Improvement Plan ADDITION & PORTION OF TRACT 101 AL FRESCO PLACE ADDITION 3 Exterior Elevations TOWN OF ESTES PARK, STATE OF COLORADO Height Variance Request April 27,2011 Contact Inforniation APPLICANT Jeff Moreau Dallman Construction Company 211 4th Street Estes Park, CO 80517 Phone: (970) 586-5141 E-mail: Jeff@DallmanConstruction.com OWNER \ f Tom and Rachelle Washburn 3037 Kingfisher Pt. / Phone: (407) 971-8233 Chutuota, FL 32766-6017 / 4 'I.'.I ARCHITECT / "El, El Joe Calvin EMAIr \ Tliorp A,sociates P.C. Â»lvat, 02,5 90~.2 3524357(KIE - 352435,503 Architects and Planners 131 Stanley Ave, .100 | ) PO Box 129 1 1.1.*Ir Estes Park, CO 80517 h'4?0/'02 Phone: (970) 586-9528 ~eÂ»2111 20\ 1 Fax: (970) 586-4145 7 ./. 2%8<, \/< Z ' inne ~ E-mail: joe@thorpascoc.com 1 16\ ' ~" El ~,;,~~. ~~ ~ | 35243///42 ,~,Â·- El El m 4,3 4- -ity.' E-1 -W434/1-A Estes ] -- 1 Certification & Approval ... 1 ./te blate Park ~ ~ 01 ~.,1 L-0 7<224\ Illk'll)~Rh~~El.I\( rl$L,~~ER~ 1)(~11LKI. /* M " RE\L El 1 bule M,VINI< INS (11 TITLE 17 OF Tllt MI 41[Illâ€¢Al.< )811 1, It NOW Fil [STI6 Pâ€žK, PROPER. AS 'LI RIBEDI'l TIll /'PL.111Â·91(. IOR ....OPME'/1./N REVIEW 353439# li â€ž,.,:D il,RIWITH, AND ASS,loWN, 0~1111!â€¢ ~Irt FLA~ SI,~1.L BE %1;811-ETTO rill 1 ..le ' ./.R \00 ..... Y .THER ........ 01 1 I ......t .... PARK, (Ill)R..0 PERD,1/1 THERETO / ~ _,~~Â©p,=a *>~~~ El MUr,/9 N % 1 1 3= 9 2 .- I (#~PRb UME' TO. t.[1 R. I.L. W.11. I ./ 3524396001 ~ APPROVAL 4 Z"op El zonp DATE biale El *z ESTESVALLEY PL.\NNING COMMISSION (-HAIR lan. 1 8 fc. --- - 1 -- / Vicinity Map -24.099.- El P Lilate - [10'GLAS KLINK,....PERS{IN 352-30/1-1/ - btale b PARCEL ; 33243 00 042 j Mot to Scae north / / Location Map ~ Seae 1' = 80 -0' north General Notes He=-0Â©3**%\ 017_26_3 L]j'~ L-- ~ Thorn Associates P.C. 1 of 3 ARCHITECTS and PLANNERS . WASHBURN RESIDENCE A LOT41 B, REPLAT OF TRACT 41 & PORTION OF TRACT 46, FALL RIVER ADDITION & PORTION OF TRACT 101 AL FRESCO PLACE ADDITION TOWN OF ESTES PARK, STATE OF COLORADO Height Variance Request April 27,2011 f '<5531 1 A 'J .-+ 0:'-0 I - ; 4'-0 1 (40 20 . f' 2 /4 0 11* #:.* 'ls.. N \ '' 2 . 04 i~ 4 Y' - . \ A..: 1, 1 1/ Hoed 1 5.-r= 7 5 dr:= , , . 7 \ 1 1 ./'' ft- 7,2 ' 1 / ,(â‚¬ \ i \ y -- 2 L ..56 .1 4 lei - ,--.7- 44 C 05 1 / ,7/51 . 44 . 1 , 1 4 4) 119* .... I.rl]PaeÂ£ *~4 / i I h.-f\ . . A "59 1 rive..Â¢,v'_,D-.*2Â· 1 1 12;.1 , V -/\ e ../.2 ' Nk L.1 A f 11* i m /\ /\f \ a 41/ \ 7 93 Â· 1 1-98 1, 11- & I. 7795' ~ Rock o~croppi~g \17 00'+I l -25-1 _ I.r 9'WI ' j //32 ', 1 ,| osed/- 11 1 1 -Pt-% P.FOpOSeCI \ i .::. 1Â« 2 1 1 7740 ; .Home Allowable Height Calculation ?''ar L -,f z -9 ~ 7 7-VEE>4 ., i,4 1 71 Lowir L=v,=1 IF = 77/>/5 ,/ I '/ 5,460 'f . f/; 1 Â»0 + 7* 2 point a . 1 13- ------ b 1 1 'J natural grade = 37.20' point b is where the roof ridge is the natural grade = 48.15' ..............................1-/ rio , ~1-93 highest above natural grade - 7 72>b ~ - point b 7726 29-0 Maximum Height Mb Mb = 30' + 0.5 (a-b) 1 14 Mb = 30' + 0.5 x 10.95 7 17 L 1>50 . 1 1 Mb=35.47 1 1 Maximum Ridge Elevation 1 lock outcrDpping -- I. . 37.20' + 35.47' = 72.67' 1 natural grade at b +Mb 1 -. rl \\U)~ 9 c Proposed Ridge Elevation p-,-r-4 main level finish floor + floor level to ridge dimension 49.84' + 25.0' = 74.84' 91 '41 APR 2 6 2011 Site Plan 74.84' - 37.20' = 37.64' or 37'-80' il~ 1~ Height of Ridge above Natural Grade at point b Scal 1 = 20 0 .- rlorth Requested Variance 74.84' - 72.67' = 2.17' say 2.25' or 2'-3" "7rl Thorp Associates RC. 2 of 3 L_-Kk] ARCHITECTS and PLANNERS 0731 Project pin 425/201111 50AM WASHBURN RESIDENCE LOT41 B, REPLAT OF TRACT 41 & PORTION OF TRACT 46, FALL RIVER ADDITION & PORTION OF TRACT 101 AL FRESCO PLACE ADDITION TOWN OF ESTES PARK, STATE OF COLORADO Height Variance Request April 27,2011 11154.4711 3 v .:'L~, *- tr~9,1. ** + .1., 9,-t ./ c ./Â·- yeaÂ·, lit.a--2. 77.-~4) t.â€¢*/ *#. /Ra vwl. 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