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Home My WebLink AboutARCHIVE 250 COURTNEY LN Building Records Prior to Community Core 2018Entry ID: 98934 Name: ARCHIVE 250 COURTNEY LN Building Records Prior to Community Core 2018 Path: \Property Files\Larimer County Properties\Subdivision\BUENNAVISTA TERRACE\250 COURTNEY LN\Building 98934 pa 0 0 IZ-/...EW.8-* 1 U,J bit C U Z 1-0 > ~0 25 This New Detached Single Family D has been inspected for compliance Certificate of Occupancy with the laws and ordinances of the Town of Estes Park and is hereby issued a lou}SIG-SUJUOZ LFVL IeqUInN }BILIOd SUIPIT.ns suOUIPUOD Te!00ds DEIR L66I opoo Jo uomPE[ pIquo!Iddy /23~zf 797 repwO SUIPIT.nE[ uouonnsuoo Jo odki 250 Courtney Lane Certificate of Occupancy Eli Kouednooo puu asfl AITUred @INU puou lundnooo uS!soc[ plord OUIEE[ Gy UUIREUOf (S) IOUMO JO SSO.Ippv PUB OILIEN lS HIS *N OES OI Â£89 3-N '001[luoEI pannboN tuals/CS lapfuuds . 4 ..' ./.4.49 Town of Estes Park permit number 7 9.5- 7- Rece!Â¥2 ZA//') ~~6732-v~*~ <4 Application for Building Permit; i'.* Â· tÂ» 7-boit Building Division 170 MacGregor AvenueP.O. Box 1200 Estes Park, CO 80517 General Information (970) 577-3731* Inspection Line (970) 577-3731 * FAX (970) 586-0249 . .~9&3 Job Address: 2513 (36)0 (iktsÂ£1 Afl , Lot Size: sf/ac Lot:,4 lÂ¢>Block: Subdivision: M-- 45060(1'4,cs,'40 # 9 uppt.la V,Sl*-73<P~N~#: 40 2 Owner Name: J evl oct uCIA Â¢ (116 n.P. Aral Phone: '9"70- Z Z.S - 95 3 / Address: 120 Aj, 5<+4 311 Bedz- oce DE 40 3 to (Street) (City) (State) (Zip Codij Contractor/Applicant: 6192- AL.vi~ e. l-Â£9 Hs-"te> Town License #: - Phone: 334-62( 9 0- Address: -*Boy 3646, 124,0 ,~taÂ»6,0( Alve' Â£644 #~k- 66 BD 5-14 _ (Street) (City) (State) (Zip Code) '*Residential J Non-Residential #New Building Â¤Alteration OAddition_ Proposed ~~9 le *~44'11 Existing Building 29 . Y-Af Construction , Occupancy ~ ~ Occupant Use: /25 ?Dle. 68 Use: Height: d* ft. Type: t'hxMAed Group: A-j Load: Number of I Number of I Number of c~. Number of 13 Number of Units: 1 Kitchens: 1 Stories: Bedrooms: Bathrooms: Full- l 3/4- ~ in. 1 Eireplace? (i"\Logs? Ime of Heat A/C Electric Service: # Meters f Electric: 0verhead4*~@D Wateg Meter eN# 1 OUN (9 Electric Y ~ Size: Amps: 100 Temp Meter ED N Sizeakinch # Meters / Garage (Detached *â‚¬1EliED) Basement (50 1 st Floor (s D 2nd Floor (sf) 3rd Floor (st) /5/5 053-60 sf 9. Fin 652 11 le * Fin 12-74 Unfin Fin 847 Unfin Fin Unfin 8777KM 'AD Carpoll 2080 d porch3 14 sf (Roof?g)N) Deck 3llesf (Roon Y #5 Storage sf (Proposed Use: ) Master Plan Number: Fire Suppression Valuations Address: System YP) Total Valuations *-98*.â€žiMr 2 06,726.- Describe Work/List Options: NE# 6*ric#,66 f,â€¢IGLS- PArn,Ly Hen,G Electrical Subcontractor G3pÂ·16Â£AA E C 80, Plunibing M in. tleu~ e 04 N Subcontractor 1 certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reÂ·.-iewed and approved, and comply with local ordinances, state and federÂ·al laws as well as building codes. Additionally, I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN RE\'IEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION. 0 Signature 5*&,t dbi,~A Date 11)j~~(Q)rint Name 51-EX/â‚¬. L (X.I'â€¢0~,3 (p) *** Office Use Only *** Staff Comments: Application Information Approved Disapproved Fees Public Works (O.3.03 Water 1,590.00 /0.13.03 Light & Power /5.2-03 5 to -0Â° Planning fo.to-03 C 5-00-03 /572,95- Building Plan Review lit 35.92-- County Tax 5 26.4Â°- Zoning Census # Gco Wildfire Flood Certificate of Occupincy 5.230 Buildion 0Wlt\*7 A / ~ Date I L 5-Go , 27 Total Uile'l 0,-44 .,4 lt-04-03 - R:,Ded- 04,04,03 ~ OMce '20=40.4.OOL RettivedDateZO,O.0.5-,/7 Town of -Estes Park termit Number (407.0/0- 002 10,0. Received By 2L1â‚¬i;' Grading Application / Pernlit Application Expires 11. 114 Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 8053 7 2<Dll General Information & Inspection Line (970) 577-3731 - FAX (970) 586-0249 * www.estesnet.com Permit Expires 1 '. 00 Job Address: 2 5-8 00 0 cr- 4,9 Y A-,4- A,L parcel # 3526 118 0 2-0 Ovvner's Nalne: Ii-(3 /JA--71-f,1-,0 --r PD+CD, 92 - Phone: 3- Z< 6 9 9-9 63 EL A / i\,0 6 7 -3 F 0,2-13 AddressÂ·. 2-570' 6 01) tl-7 /4 6- 9 0 -A- 4 â‚¬2 S-% FE- b P./9-RLT CO 9 0 9 1 -9 (Street) (City) (State) (Zip Code) Contractor: Tf> D O ~_13 Town License #: Phone: Address: (Street) (City) (State) (Zip Code) Grading Permit required if any of the following are true - please check all that apply: Â¤ Cut greater than or equal to 2 feet O Cut creates a slope greater than or equal to 67% O Fill greater than or equal to 1 foot Â¤ Fill creates a slope greater than or equal to 20% Â¤ Fill greater than or equal to 50 cubic yards O Changing storm water direction or rate of flow to public right of way or neighboring property Â¤ In any river setback, floodplain, or geo-hazard area 0 Any earth-work as identified above without or prior to a building permit Â¤ Any earth-work approved by a Development Plan (Engineering Required) _ Submittals: O Site Plans with existing and proposed contours and drainage-- Description of WorkÂ·. TO RE-CO/J /I-(6-i'AE .FAL l/Â£ 7-0 t. 6--/ /11 t/Ut?-1-12 42.-2} ~ 6--R-,YiDNE- < Cubic Yards (all cut & fill): <17~-- 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 pennission to apply for this permit. Additionally, I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION.~/ O Contractor Otwner O Owner's Agent OTenant - 01_ 15<itl 2-0 P Signature Â»r-C Vt, tu rt--Â·th / 1-0 L,1 V- Date ' Print Name -T-0 Kj 8- 7- Ttft-A-3 -T- Fr R_D / 5 4 - *** Office Use Only *** Inspection Checklist: O Address Posted Â¤ Cut / Fill at property lines Â¤ Contractors Licensed O Public Right of Ways protected i Â¤ Permit Packet Available O Work done per Engineering / Plans O Limits of Site Disturbance O Final Inspection - Drainage O Erosion Control Application Information Approved Disapproved Feps ~ . Planning â‚¬'11-CO FLEÂ© U . Public Works ret' 2 5~15 (10 J-r~ Q S-- e Building j._2670 0*f 65.00 Census # Overlay Zoning: Plan Review Building ~fficial .f7. v~. C Date 2460 732-Ialk %010.05.17; Total (1 0.00 \\Servera\comm dev\Building\Forms\Applications\Over the Counter Page 1 of 1 Revised 12/1/2005 -SA 4 1 Office Received Dat 1- _ ' 6#/5,6 Town of Estes Park Copy Permit Number 8 - 9633 Received By rie Long-Term Residential Application/Building Permit Division of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires /4/9>20/4 1 f General Information (970) 577-3726 ' FAX (970) 586-0249 ' www.estes.org NOTE: Use this Form for Long-term Residences 30 days or more. Permit Expires ///~9/~D/5- l Job Address: 2-5-0 (CXJR--r A.DE t,~ , i. h.< /.7 â‚¬/ 1 LJ / UL_ Condo:gfNo Â¤ Yes; Lot Size: u-3 1 st// E41*39 (2â‚¬:39*DWisio,O 02- Lot:24 Block: \ 6 Subdivision: BUENk- 413-TA- -7-â‚¬0.Â¢Atâ‚¬T Parcel #: 6 51 5-2 - 2-8 -02' Owner Name: CH,90--US + JEAk), F@(29 0 OOD Phone:QS/2-) 9(3-/2-49 Address: 2-5-0 60000:=-r,get E-rT e-3 Bkic- c, cot 8 of 1 -7 Contractor: JiÂ« (Strtet) (City) (State) (Zip Code) Town License #: phone: 970-4/SÂ·/977 Address: !105 W~ r Â©rt. 94 J 100 Lo Je(â€ž.1 60 4104 90537 (Street) ., , (City) , (State) (Zip Code) Email address (REQUIRED): Ji AA.kcirl rive- YQ q"AÂ¢Ol. C.DAA The Following Applies to New Work Only - Complete all that apply: O Ne*Building ,Â¥Klteration O Addition Master Plan# Building Use(s): 31 Owner / Residence Â¤ Rental -30 days or more Il Accessory Dwelling Existing use: 512614â‚¬- 2,Alul GZâ‚¬jiÂ®Al)71/WÂ·Proposed use: )AM-E- ; #of New Dwellings: O ; #of New Kitchens: O Sewer: MEstes Park Sant(ation Â¤ Upper Thompson Sanitation O Private Septic- Requires Applicant to first go to the Health Department. Plumbing Involved: D No 0?es - State and Town Licenses Required; Plumbing Fixture Worksheet Required. Fixtures: O Add N'Relocate*f Replace O Demolish Water Service: ]*Existing Â¤ New - #of Meters: / . Meter Size: inches Electric Involved: O No B'Yes -State & Town License Required. State Permit and Inspection Required. Temp Meter:.EN'No Â¤ Yes Service: 2'Existing Il New 2'Overhead O Underground # of Meters: ) Meter Size: amps; Phase Voltage Type of Heat: m Gas Â¤ Furnace Fuel Gas lovolved: D No Il Yes - Qualifications and System Sizing Required. El Electric [*Boiler Type: @iatural Gas O LPG # of Gas Appliancel / Outlets: 1 /1â‚¬49 Building Height: # Floors Basement (s4&/ Floor (sf) 2nd Floor (sf) ch:Ce- Garage / Carport (sfj Porch w/ Roof Deck w/0 Roof Ft. 2.5- L / 4 2 Fin 1 & 1 Fin 12-10 Fin 7/ 5- Atiathed-t924> ' (sf) 3 /22 J v ' ceâ‚¬,akÂ¥j 1 25 Unfin O Unfin D Unfin O Detached ( 00 Ctint.bA â‚¬ Ajo Ct+,9*61) Job Description: 6|1+17U:,E' Fl/UCS#â‚¬3 4-400 1-00 WHâ‚¬%2 70Â£ 12(C Lit Total Valuations (labor & Materials) Cue#arr~24 A-51-1-owl:*Â·- S AffiTâ‚¬122 &+TH~ *OVe cloSE-T Â«L-Ue, $ 1 21 J Â© u I have subnll~Â§1/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 I have the property owner's authority and permission to apply forthis permit. Additionally, 1 UNDERSTAND THAT I AM RESPONÂ»LE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATI~ 4 A j#Contractor Â¤ Owner Â¤ Owner', Agent OTenant \- ! _1LL-*A<tl-ILA . . JL Signature ,/ /+ -(r"'- - Date ./,6/,9 Print Name J, M t.krl /*ve *** Office Use Only *** Job Deddiption: Plouâ€¢E I.,77)/Aâ€¢Â« A,1.MoAE C Y M,NUA Dept. Approved Disapproved Fees/-~~ 7964 Pn o d Applicable Code(s): Type of Const. Occupancy Class(es): Public\Norks FdoyIA C IA C IAC Water , At;:4-/ Occupant Load(s): Flood Load(s): Roof Load: Light & Power Planning â„¢92 /1 f i 77,4 c Vire go.00 Building Zoll 223,25 Front Side Rear River 149. \ 1 , , Plan Review 2*f Setbacks 15 N-/A 7,96 15 County Tax 87. SO Zoning Census # Cert. of E Hazards 3< \34 F~ Occupancy Building Official Date ' ' 2* 6435184 Uu_ 7â‚¬2461- 30$4 -0-5-- f9 Tota I 20,405 \\Serverl 3\buildingdept\Fo~4Applications\Building\Long-term Residential Building Permit\Long-term Residential Building Permit 2011 APPROVED,doc Revised 11/7/2011-KT 3 , 155 0/22*LLOQ_+___ ~~~(2>~~~o ~Di~'~) 56(DAt) Flpot--) A--013 643 L.1 kâ‚¬- -1-0 . 36 \ 0 4.00-2- SITE PLAN FOR PROPOSED DRIVEWAY LOT 26, FIRST RESUBDIVISION BUENNA VISTA TERRA(DE ESTES PARK, COLORADO 9 j: TYPICAL DRIVEWAY CROSS-SECTION SITE GENERATED ~ "STRUCTURALÂ» BACKALL NO DITCH IS PROPOSED AS -'91#el FREE OF ORGANIC MATERIAL- HISTORIC DRAINAGE REFLECTS -0 - 3% COMPACTED TO 95% OR BETTER 84 NO CONCENTRATION OF- STORM ~.â€ž y-~ WITH 2% MOISTURE CONTENT ZE to FLOWS AND COURTNEY LANE HAS ../.V.: pÂ· 24,+7...4.2,~â€¢*L *a-- /: ~-: ' ~~ *~..- 08.- NO ROADSIDE DITCH PRESENT Â£Â»y--1 U. $ /fi Â·~A ---- TOP 4~ SHALL BE 1 " MINUS MIXED Z82 7 MINIMUM HOf '~'~"~ ~ ~â€¢ J~i6181191&11mb...9+.4>Â·Â·Â·' .1 WITH ORGANIC MATERIAL All FILL. 4 -2 BITUMINOUS ASPHALT J I ~#Â·-- SLOPES ARE TO BE HYDROMULCHED (MATCH THE THICKNESS AT SAW -=, 1 C=, 1 Z=== 1 ==:1 . C==1 . .= =r.-I I - WITH TACKIFIER. CUT AT STATION 1 +19.93) .***emnmim~*"22~- /35355' Z COMPACTED SUBGRADE 1 LEGEHI (FINE NANVE MATERIAL MAY J ,/~ agkdoo BE ACCEPTABLE) ,#11%%*f wom 4404/ 1 - -- 5.- A 49 --1,19 -- -- - EXISâ„¢G GRADE 1' CONTOUR REMOVE SUB BASE MATERIAL FINISH GRADE 1' CONTOUR A %: ZZ- i WO / FREE OF ORGANIC MATERIAL- / FINISH GRADE 5 CONTOUR j NOT TO SCALE ' OV 12.5. #4 REBAR. / Â¥MTH PLASTIC CAP \ \ \- 8,19 EIGHBOR'S FENCE I WATER VALVE N STAMPED WOOEL*f \ 1 / 14 ARE HYDRANT 22578: : \ .42 \ \ ~ U , 1 r lk.=*40\ z- i\\' i i.1-\ ---- WATER Ulâ‚¬ APPROVAL Ji m# 4 a. \\ \\ \ \ \14 (MRHEAD UnLITY LI,E --- *-- ~ ~15' BUILD~G SE,BI6â‚¬-.-~ -- - EXISTING TREES (SIZE NOTED) /. 0-#.- -Ii- I--0 Community Development .2 r \& gii ./- 18' /-A-<'A O FOUND MONUMENTATION .*8551 '~' SCALE: 1"=10' ~ DOUBLE f />- h )j ~ . h \ $:+ 19'; fl 1,-~.-i - r>- \ . , / 4:~e).\ * 100.001 SCALED DIMENSIONS FROM RAT ' â‚¬ C ' J?, -h / \ 0 10 20 30 DpteÂ· 4 -2 C -4 +O \\45 34* 760 Lt J ' l' ip# . , / 2- 4- 00.00 WEASURED OR CALCUA1ED Dâ€¢ENSIONS -il - .-. " \ N - . VACERLINE (00Â·00) PLATTED Cm UEEDED M/Eleal,& Squal, Feet Approved By: %95 ' 18~ \\ (SEE NOPE e CUT IN ROAD 1 \ \ 4.48 VOLUMES CUMULATIVE MLUWES 1 23 fic C -/01 -4'il1 0 il I -* 4 1 I Cubic ma Cubic Yards \ \\ STATION 1 -16*SIh-:NDO ~ N \ ~Â· - Â·Â·1 ~ <) - - i S CUT PZU CUT FUL CUT ALL \ \\ 6.02 0.03 6.02 0.03 \ .6 - \ 0+10 26.30 0.00 0+00 3.75 0.19 \ \ 0. , I. 15.64 0.00 21.66 0.03 i 0+20 53.86 0.00 \ 1 1-- f -1 - \ * 24.73 0.00 46.39 0.03 0+30 72.25 0.00 \ \ 26.37 0.00 72.77 0.03 , OF== I 0% 4.50 0.00 77.27 0.03 EDGEL--17 \ - \ \ ~ 0+40 61.16 0.00 0+41.92 56.98 0.00 \. 4* 14.41 0.00 91.68 0.03 . 1 '' ... Â·.- :- , 0+50 39.34 0.00 32 ~ ~ - 0+72.33 0.56 20.13 | (1481-28~W 207.971 / 16.50 8.33 108.18 8.36 h N . 9.75 18.11 0.07 108.26 \\\ % * :- ~. --~ - 1 1 0.00 19.73 108.26 37.84 ok- Â£ f -... 0+80 0.00 40.68 I h i N ... . 1 , 1\ 9, -\ ..\ N \ 1 6 00 0+90 0.00 55.65 o. oo 17.97 108.26 55.81 1 I 1 \ \ 1+00 0.00 33.79 5 2~ 1.\ \ \ oc \ -.-fouÂ® /4 i \ wal,8 1+10 0.00 10.80 0 8.94 108.26 64.75 1 1 1+19.93 0.00 2.07 108.26 66.83 l 0.00 0.00 108.26 66.83 e.\ 6 ~ Bel '284 35.94' \ 1 N = 9.4 - 0 0.00 0.00 -4 0 1 ... 1 \ /\ \ \\ tr E-1 \ . \ 1 \\ . 22 (k J ,) \./. CT:' U] \ \ -00 \ \ \\ I \ 2 L Â£1 \ ~ \ : EDGE OF DRIVEWAY PROFILE Z W I \ N X . * 1 :.\I -~ \ I 1 ASPIWI ~ ~~t<ialnlivt POINT 1 I I . DRIVE Â£ 1 ASSUMED ELe#nON f %.. 1 - % -~ L l - Â· 3 \OF 7000' 1 I \ \ I 4 \ .kl r <-. ---1 9,1 1 LÂ· b , , ... 'IC 1 6 4 '1 . \ 2 1, i-oWN OF ESTES PARK M Z ~8 18 J I \Il- I. I. 1 . 1 1 \ h %. Buildina Ilepartment I ' \ 1 I O APPROVED I \ \ 10' 110,8 Date - ' 1 \ 1 - 10 \ By 1- 2.0,0.Or ZG \ ,... 7690 %-1 O .A- - - 1 Blilding Official 1 11, to / , * . . 4 1 3 \ I L \ \ 17 NQIÂ£22 1 \ . - 1 , \ \I 1. THIS SITE PLAN 6 REPRESENTATIONAL ONLY AND IS NOT TO BE INTERPRETED AS A LAND SURVEY PLAT NOR \EXISTING *-1 1 . I~, ~ ~1 '-- ~ ; ~~ GRADE 7.311 - AN a,PROVE}ENT SURVEY PLAT. \ r 2. THIS LOT IS ZONED E (ESTATE). THE SETBACKS FOR THIS LOT ARE 15' TO THE FRONT AND REAR. 10' TO , /r- 1 \ . , \0 1 THE SIDES- 1 - 1 - h, 1 \ 3. OONTOURS ARE SHOWN AT l' INTERVALS Alâ‚¬ ARE BASED ON CONTROL. POINT #1 HAVING AS ASSUMED 1 1.- . \ 1 t .1 ELEVATION OF 7680'. THIS ELEVATION WAS ESTIMATED USING USGS QUADRANGLE MAPS. 1- 1. ' ,\ FINISH \ \4\- -1 1 4. AL FU SLOPES ARE DESIGNED AS 1:1. THEY ARE TO BE CONSTRUCTED N SUCH A MANNER THAT THE TOP GRADE I 1 \ 7 4~ SWALL BE 1 " -US MIXED MTH ORGANIC WTER~l SUCH THAT VEGETATION CAN GROW. ALL FILL SLOPES ARE i TO BE HYDROMULCHED MTH TACKIAER AT THE BEGINNING OF THE GRO-G SEASON OR BLANKETED AFTER SEEDING TO -MIZE EROSION AND ALLOW A GOOD VEGETATOI FOOTHOLD. 7680 1 / \ 0 , I / \ \0 ,/>\\ ; ; \ I t~ k --L ./ ; 5. ALL CUT SLOPES ARE DESIGNED AS 0.51 THE TERRAIN APPEARS TO eE ROCKY SO IT IS ASSUMED TO BEE ' - 1- - 427 20 4 FARLY STABLE UPON EXCAVATOI. SOILS ENCOUNTERED DURING EXCAVATDI WIL BE MONITORED/EVALUATED TO EXISTIG HOUSE f ~ 4-- - l \ \ #*,1 \ 2 -4 ,tI ASSURE STELE FINISH CONDIT,ONS. DRAWN BY: ~ --.-ASPHALT DRIVE 1 1 111 6. THE WATER SERVICE UNE RUNNING ACROSS COURTNEY LANE WILL NEED TO BE CONSIDERED DURING CHECKED BY: 1; 81 1 ~'474, DAB CONCREIE PAD ' CONSTRUCTION OF THE NEW DRIVEWAY. THE SERVICE UNE WY NEED TO BE LONERED TO AVOID DAMAGE DURING LAS I f -LJ \ 1.,1 I CONSTRUCTION. â„¢ERE ILL NEED TO BE UTILITY LOCATES DONE BEFORE CONSTRUCnON AS OTHER POSSIBLE t . \ i ~ ~~ BURIED UTLmES WAY EXIST. THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR THIS POSSIBLE CONFUCT. SCALE AS SHOWN . 1 1. !11 ORMWAY IS DESIGIED TO BE 3% CROSS SLOPE TONARD THE MOUNTAIN. THE DRIVEWAY WILL BE TIED NTO THE DATE: 7. THE ORNE-Y HAS BEEN DESIGIED 01 ACCORDANCE WITH TIE ESTES VALLEY DEVELOPMENT CODE. THE EXISTâ€¢4G OR,â‚¬mr Ar STAr~ 1+19.93. 05-13-2010 8. A COPY OF THE PLAT OF ARST RESUBDMSION OF BUENNA VISTA TERRACE WAS THE ONLY SOURCE USED FOR SHEET 1 1 LOT LINE DETERI-VJDâ€¢ AND EASEMENT RESEARCH. NO FURâ„¢ER RESEARCH WAS PERFORMED BY VAN HORN | ENGINEER-G. DATUM ELEV 767000 1 9. THE PURPOSE OF THIS DESIGN IS TO LESSEN THE GRADE Of THE EXISTING DRIVEWAY FOR SAFETY. CURRENTLY LARGE MOWNG OR DELIVERY TYPE VEHICLES CANNOT ACCESS THE HOUSE DUE TO GEOMETRIC AND SLOPE ~A 12 94 Ers & - CONSTRAINTS THE NEW AUGNMENT MIL LESSEN â„¢E GRADE HOWEVER THE GEOMETRIC CONSTRAINTS WILL Snu SÂ» 2% BE PRESE,0. r. v rh . ~ OF 10. A RIGHT OFF WAY WORK PERMIT FOR THE CHANGE IN WHERE THE DRIVEWAY ATTACHES TO A PUBLIC ROAD laY BE REOURED. 0+00 0+50 1+00 1+19 1 . | HORIZONTAL SCALE: 1" = 20' VERNCAL SCALE: 1* = 5' PROJ. NO. 2010-05-09 18 NOISI/GN 31Â¥0 133HS ONIA3AhlnS L K 908 3 0 VH aIng 38 107 1.019 (NORTH *200') \\1 CIGIN AVALGIAING 103rObld -----RHO-------RHO /9'689Â£ 0 MIREEVE[~ NEW WINDOW SEAL O e fi e ~ 0/A-3 (1) U, APR 1 6 2014 ~ 4121 - 1 04 ~ F-fLAT 61,6, Af 7'AFF REF, 10/ A-3 FOR PLAN i 1 1 UN ELECTRICAL 5YMPOI-5 PETAIL & 7/ A-3 FOR 0 [k- I y. 0 L 9 /1 0 611 RECE9689 CANI (1) E r WALL SECTION i a) Tr tk b MA 5 -96BE <11 l # UNPER COLINTER RECEFTACLE 3 1-= 250 63#an#ty Â£,1 / \D F -24 01-011 --2' -9 1 - Ll- 22 # PLIFLEX RECEPTACLE - .C 0% PROJECT LOCM\ON- ~ - _ O EN IN MAPTER SUITE ONLY \/ ~ ~ GROUNC) FA[110- 61]RREN'F 2<G ON THI5 FLOOR ~ - _ - ofc INTERPUFTER MAD-FER U LIVING ROOM MAgER o FLUOREMENT FIXTLE 01 F .42 DEFFOON\ PEPROOM $ 5INGLE POLE 5WITCH U L NEW CARPET @YOWNERS 81 -01' EXIST (10. â€¢ NEW CAI?FET PY OWNE?5 i EXISTING VINGLE POLE 5WITCH â‚¬ 0 UN czzz J C~Z O - 45 THREE WAY 5WITCH * FEMO EX150[ING NALL- \ - a EXHAI.1510 FAN/ HEATER b --fl 514'l- ~ MONCE I ELECTRICAL NOTE5 2 - Â»Re\44%%.>*MRERkaN\%&%*g .1 f 6 - - - 1. ALL EXIS[ING OUTLE-[510 REMAIN c -r ]NLE55 NOTEP OTHER'WI*, C (D CLOET ~| - 0~ 4 1 2, ALI, LIOHT FWITCHE5 IN MASER PATH & -9 04 61,058-F (i~~, -oii--- Il =* 'I - El i3EPR(DOM TO % CHANIAE[; TO PIMMER -/r- .6 TYPE A5 5FEC [3Y OW#18125, / PEMO FOR NEW POCKET E--3 - 11*MOVE EXIMING CA[35 ~- - , ~ 1 . , ||17 r - - 7 NEW CA[35, 30 0 u eL f FIXTLES; FLUMPINA \ TO REMAIN IN WALL-NEW\ --- -2 511416 & FIXTIES. 511416 TO DE IN 5AME ~ MAVER 0Â»-1 j FLUM@ING IN WALL MASTER PATH _ 2#, FAPIANT FLOOR 8'-0" E)(15-r Cia TO FEMAIN 9\ME 8'-0" EXIST CLG. LOCATION Â» PEMO VINI<5 NEW 111 0Y OWNIER5 NEW11LE FY OWNIER5 Â«4EW TU@/ SHOWER ~ I 1-7 - - -MOVE/)(19[1,5 5HOWER & 12EFLACE WITH NEW YOILE-F- COMPO, KEEP FLUM@1-45 EXISTING PEAIN & 51.FFLY-Â·A OWNEIÂ¢UFFLI 3 7 fLI[3 FLUMPING TO IEMAIN MAN & WATER ~ l . 0, i 6 A ON EXISTING WAI.L, le 1 32 10138 MOVEN 16" PROM ~I- ij ~ IN ~*L, 10\19: 5HOWER HEAP 1'0 6' -8" ~ TOE MOVEP PUU) 27 414-72 c O EXTERIOR WALL NEW CAP. APOVE- c~34ik \3 910*EF HEAP 10 6'8 \ / 1 1 TOILET APP OAO LINE TO OVEN/ 9[OVE- 51-611 . PEOMI,191 WALL - - -A2"X14" NICHE, NEW WALL I NEW PARTIAL HE ( 1 -/ 40" 51LL HE, 1 ul EX19[ING WALL WALL TO 7' -On CENTER ON 1110 Z ~ SECOND FLOOR DEMO PLAN ~~ SECOND FLOOR PLAN ~~ SECOND FLOOR J 4 (MAIN LEVEL) ELECTRICAL PLAN Â»Of 1.1.1 4 g -,Â«i~J]FE UN ~ St>FE [7\K'-4,~,Â«OOF PELOW O, 1 412 12 0 0 00 11 11 1 1 10 ~ ~ TOWN OF ESTES PARK - 00)51 POE ~ APPROVED ~ Buildinq Derrtment PEPROOM DEPROOM By,22*Lk Date*t#Vf CPKET N ,Muilding Official POO12 50â‚¬PULE - ~ 2'0-90'-8" POCKET, H,C. WOOP FANELEP FAR 2' -O lili XE' -8" 5WING, H.C. WOOF FANIELEF C In /1 (0/7 ALIGN WITH 2' -6 2' 4" 5WING HC. WOOF FANELEP --- 11 Ady il /=4=11 EXISFING WALI,5 *ALL 900125 -FO MATCH EXIENG Drawing Title -1 X 71 H 1 1-41 --- - FLOOR PLANS 11 - WINDOW 5CHEPLILE 1 (33 1 : rT- 1~ C - a E - - 4 + 9 , - _1 u } 1-73 FTI 1,1 1 111 FOLECT LOCATION TH15 FLOOR \ -7 C..\-4 1158 212 25 FROM FIXED 64 ' 64 |/ 04 fl)*11' 64 111 _BOY5' CLOVEÂ·r 4 /+E 4- -- -31 -61 L- 7.1 -31.' 4-3' 3 ..1 -31,9 - -EMO EXIGTINe CLOET IN G[55'F FOOM - - ~ 21 -611 <Ii>ife' <iD)~~-6" (02'-0" By 5PI 5@ GUEVT U[.185f JHW 1, ALL WINPO?/5 fO [E HIRP BRANP OR 51MILAR LOW-E, Date PEPROOM EPROOM ALUMINUM clAD To MATCH EXIS[INU IN COLOR ( AKEN) ANIF - 11 APRIL 2014 - Cheer RATING, cltÂ·Leed 60,tuoow.1 1'2, 6e -TE+WE+ED. 2. ALL WINPOWV TO HAVE MAX, U VALUE OF 0.39 PER LARIMER COLINTY FREMRIPTIVE FACKAGE TABLE N11O2,1 Scale 1"=1'.0" Drawing No. THIRD FLOOR /11 THIRD FLOOR PLAN ~ ELECTRICAL PLAN A-2 ~Â© THIRD FLOOR DEMO PLAN ON L=--,/7 Â© 2014 JHW e,npe,!41'V AAH 3ON30 LI.908 O 'MhIVd 93193 RECLAIMEPÂ·n WOOP WALL ~ 41, > -DWALL PRYWALL- O U 12)08 NICHE-- rÂ«=f ~ 1 FOGET ~ ~ MIRROR H 111 FOOR & 111 1'-111 1 |FOOK TRIM Toll 1 MI~ 3 -40 132 PAINTED %4 0 V a a 2 6 CO 9 2 4 444449400 NEW A5FHAL-[ 6INGLE-7 79 1 A 11--~ 1 ::1.1' TILE 4 ' TILE [3A5E 1-4Â·~ 111 02. TYP. 1=L=44=4=4==4=4=4=4=4==4==4===44=44=4=4==4=4=4=4=4--t-4-4--12222221========LLL__\~W ASPHPLT 51NCLE ROOF ROOF TO MATCHI EXISTINO ~ 7.' -8 ,-ednflf2LLULNES122211111211111211%222233291z~ 10 MMON EXIENG BATH ELEVATION -3 0 h [-7--'_-r--L-n-=4Â·Â·Â·Â·-=GLEF -rl][3 ~~ 1 A'RON LÂ«~-AL-7 0=- BATH ELEVATION 8 -1 -u EXI5-F. ATHALT 9-IINGLEV OVER PULT-- EXIM, FOUPLE TOP PLATE--- EXIST, CEPAR FAMIA -- EXIST, 8" FIR LAP OIFIN6 OVEI2111 065-~ W/ 2)(6 5TUP WALLG Alt RIg IN5ULATION Ex'91-4 611 PIe/WALL ON WALL, TYP- EXIST, i" 5UPFLOOTZ OVER 9-1/ 2'- \ TJI'5@ 16" 06 U 121PGE @EAM ( 4:12 GAKE),- HEIGHT OF PEAMPETERMINEP - BY TOPOF HEADER HEIGHT ~ U WINPOW HEAPEE WINPOW C MAX, U VALLE OF 0.39 PEYON[7 ON 5125 OF PAY %%2 9 29 - WINPOW 61LL 30" APP-1.-- TOP OF WINPOW *AT 15" AFF-3.J 2'-0' 8" PIE LAP VIPING OVER 12' 09- pepl W/ 30 61[LIP WAL,16 FILL NEW WALLS WITH 12-20 BATTV, | OVEIiAY W/ VAPOR BAIZER, EXISE 9-1/ 2 TIMPEE[RANP 12IM JOISE---t~ EXIST, HEADER-- EXIM. 6AI*E FINIll FLOOR ( 51-AP- - ~91179['Pl. 010120'-0" 5-9/ 8" e \2' 00 - CONCEALEP L/\l' 1 110/ V .1\ ./1 0, 1/1/ 1 1 VIV, ( 5) 2)(6 RE/\PE'ti~~ C EXIVT,) MANGER 22 MEM@Ele AfFACPEP EACH ~-FLY'AP, 50FFIT TO MATCH E)(15TING EXISTING WALL SECTION EX157, RIM 3015-r~ ENP W/ LUE HANG5125, fF ~ WITH NEW BOX BAY WINDOW BOX BAY DETAIL BOX BAY PLAN DETAIL BOX BAY ELEVATION DETAIL 1/2"=1'-0" 4%142-----~ ~1=1 0- Â©2014 JHW 05Â£8Â£ :Ex .1.41 7: 1 103,!41'v 'P tkY I.El adn,2 fopof~w 0 1 L cnQ nrlwwn-Ini 'Vuw-, li l PETAIL-58/ Ilill//4,/Il/,/Ill' Al= ..1-- Ippjllifll 0 0 ...=I 0= . 1.--- A . :-I~~ d:'ht.9 - 1 IP , -~ ~ 1!II1 - 1.1- . U .- - , __1 . 0 0, - -I--11.=liel'..1- Ill Ilill Ill , 1......1 .~...~.~ ~- 1 0 0,0 0 ,~IM.~10009.'~032,0 ~ '0,0 0 4 4 0.1 -.1 ..1 .. : -1 A . A h... .A- A .. . 0. A . , 1 1 0 ... .... 0 .., , 0. 1 .. illillillillillillillillillillillxs .,r,VAIN~A,Vimbt'A, N./Le..A , 0, 0. - -1. --. ...lilli,TY#Will~.0..0-0 4,0 .0 0 -= .... 0 . I. 0 .. 0 . 0 . A , , k . 0 0 0 00 ..e , 1." ... . . 0 4 I I 4.: 0 ..1 . :A lA A A. I 0 0 . 4 . 0 0, PA ./le. 11,111111 m.1 1 . 1 10=.mn... 0 0 #J , 1 k, 00 , 0,0 .. . $400.80 'i 4 0, . , 0 0 F: . AL , 00 . , 0 , 1.1.1- . ' 0 4 .... . . , 0 . 0. 0 90 AIL 7,~ . 0 0 ... 0 0 0 '00 0, , m.~Ii =01.~ 0 . , " .= M ... ./ I ' 0 , 0 A W W - lillillillul~.IlIi~~~~~~~~~~~~~~~~~~~Il~~~~~~~~~~Ili~~i~~lil~ ' ... ... . -&-Â·1 y i, I-lk. , , A w4illillillillillillilli1illillillillillilillillillilillimullilillillillip~lilill - ~ ,1.1111 .U1 0,0, 0: ~ ~ ~ , ' ./ I -*. r ...pg:.r.7.,~, 4,< 4. 9 e# 4 Taot 0% 2\\ 6 0 CÂ»%3 \4lk. %44 b -\ -\ 64 \X ~4â‚¬4/> 9 0%3\PAA> pe -9%..L N $ 00Â«4/ EKÂ· 6A5 L.INE 3/ Al ~ 3., A,ff- 6,4. WA-1-62 UNE 0 27~ .1.W \4\\ M j 2 2 1 - 0,4 15' B L.t76. 7% 34" Al Af tel-BACK 414 0' 5' )0' 28 301 40' GA,5 1 65wee 1 4 WATÂ¥12 el \.. 3 '*FJL 04 6 TO 68Â· wa ONE TRE.NCH, 56.ALIE: 1"=20' SLESVE WA-re R u,46 10' 89 2 60 oa. - 681028,2 r. 1-6-1- 2 S 1, 9 1, rp C ./Le_ 69, de. tÂ»â‚¬-LIC,3 / U -ti 0 4 4" A/4 6â‚¬WER 0 0-7-1LTI-9 METER 44/ '5142 COPPER- 2 N LOCAT-ION - WAT-5 2. ~ C~ 201 1 2/1 4\ W 0 9~ RV PORT ~ 1 t// ~ 14| 32 - 0 ,./- EX. OR POWER, PRD..\Ej CABLE er-92) 0 r--- - 2 ft ' 3 51kl(guE PAM I Ly ~ L 01- 31 Hp ~ 1A, REE'\OEUCE 2,~~~--r, O t- 91 14 41 61 1.[f ..1-Togu o AqoueO 0 *0 0 41 DWAJET: JONAn-HAM Â¢ ELAâ„¢te FDZ.p -1- 4 LEBAL: Lor 2,6 , 9,261- 12861.)80106,ON / 3 BLO,m. j 11 51 - ter 84 (12 OF BUEUNIA VIbTA -1-22,~AL.e. GET BA CK f ~ 1-1' ~ 1-1~- 14,5' ~-Sl\) -'.4 < - 10% al-Pa, 1/4.- B 6-rE6 FlizA, C OLDKAVE), -ff<Lit\\\ rÂ·05?ECKÂ·' f,Â» / U.G. ELE C,, Tel-E. APOM %66: 250 Coug:rusy LM. f tuu 1 ...........ell \\ / Â¢ CABLE Loan ON ~! e-, 7- I , AL 4 U? 5 890 57' 38"W 14\.39' 99 f 1 6 F 15' 8 L.06, 62-r-BACK LOT 27 REVISIONS FRONT RANGE LOG HOMES, 'nc. PO Box 3666, Estes Park, CO. 80517 PHONE & FAX (970) 586-6190 FORD \ADME - 6 Ire PLAM Date: 9/ZeÂ©3 Scale: 1% 20' Sht. No.: 1 OF,2. ...#. 3-p 7 -*1 2-N eÂ· r -Â· -' - C"" 3*~_-- _--7~.NFÂ·":4' y.~AP,r --+ Â·: .Â· - r,Â©r.'4w7 - 4 '2 - , t. ...1 . ''1Â¥:4 - i 7 . I . h .444 9 . r ~ 1 â€¢~ 3131Â·- ~bia IA . 0 â‚¬ 1 1 M y.4.1-2 '* 9 ' 38' 11 .2.31. . 26'-7' P li 12' SONOTUBES TYP, - W/ 3-#4 VERT.. IF 6' 7'-6' 7'-6' 8'-4 1/2' 1 ON BEDROCK. OR 20' 1 11 1 -1 . i SQ. PADS 7/ 8' SON~TU~#TOEti, ABOVE - ---O 0 0 0 ,0 4 0 1 , 1 . 1 6 6 O I -CRAWL SPACE ~ 1 - 00 4 10'DIA. PIER ON 1'-4' -<--* - 0 1 SQ. PADS X 1'0' DEEP ~ ~ -. OR 10' DIA, PIER ON -4' CONC, SLAB - f h BEDROCK W/ #4 REBAR / 3000 PSI - 5 1/2 \ in Â· ANCHORED IN ROCK. SACK CONC, W/ SEE SECTION C-C, -,=~ FIBER MESH 1 6HT. 3 O 1 1 4 4 - \D Q 4 1\ r. 4 ' t. . e 2- 2'-6' SQ, 1 4' 1 - 1 . 4 8' CONC. 00 1- h . cu 3-#4 E/W 1 WALL (TYPJ 1 m 1'8' FOOTING 12' FOOTER ~ ~ ,12,-11' I 10' THICK o 1. SEE DETAIL B - Oio : 6 . In 3,-2' (TYP.) SEE DET, A ~ i .. BB i Q 1-| , % 1 1 -f- 11 11 4 - i J 9, - O 4 6 .1 B K. ' 2 Z/'fil SQ~~~ 0 0 113'-4' ..4 - -4 4 . 1 ~--_12' - FOOTER ~ ~ 2-#4 E/W p' CONC, WALL 10' THICK i CRAWL SPACE Co -4 1 MATCH HEIGHT SEE DETAIL B 6 10'-0. 12' FOOTER OF EXT, WALL '4 .0 'tr. .1 , 1 ; j A A I I , ' k DA.J. SEE DEL A . dmet, . 4.: . 1 r . p (-31 t r ..1 r Lt k... 1 . 4-Â· m 26'-7' , ~5-1/8'X10-1/2' 1 BEAM POCKET It. /1 . O 0 0 / O 9- 8/-6, 8'-6' 8'-4' 8'-40 8'-4, 8'-4 1/2' p ~ 1 91. 94 . 1. L 1 ZE , NOTE: CONC. WALL IS STEPPED TO ' MATCH PROPOSED GRADE PLUS 6'. 15'-6' . 42' . - FOUNDATION & FOOTER PLAN SCALE: 1/4" = 1' REVISIONS 5,4 J "9 ''eÂ· + FRONT RANGE LOG HOMES, iNG. , Â· - ~' PAN..' . , 1. 4: I I .'I'- ' I:': (970) 586-6190 PO Box 3666, Estes Park, CO. 80517 FORD HOME-FOUNDATION PLAN . 4. Â· 5 Ii.V Date: 06-2003 Scale: 1/4" = 1' Sht. Ne.: 2.OF 12, 1, 349 0.9~ < 135.: D: flik. + :... ; >Rf-3'I,>40*.Â·.1 4 :IN ' 1,1- ..' 14 ' 74/'12... t. m .4 6'-4 1/2' ,01-,L .8,1 2-.9 1$44 ./ 1, 1 71 , ' ;iiÂ·' ~ - 2X6 @ 16' OC ROUGH CRAWL SPACE -.2X6 TREATED SILL PLATE , -- 3Em- I I larilÂ· Â·7:.--1/2. ANCHOR BOLT @ -'ll=111-1 1 13.4 I 4' OC -111=111=119-,4, " Â·Af. . Â·. -4 I lEi I E 1 Â· 1/2' ANCHOR BOLTS @ 4' OC FEMBEDED 7' MIN, & WITHIN , ElIE / 12' OF EACH END OF SILL PLATE 'E| [ ~.Â·.- 6' CONC, WALL W/ #4 REBAR / 2'X 6' REDWOOD 1-. . 4 EQUALLY SPACED VERT. & -~ ~SILL PLATE -60* 6' TREATED POST HORIZ., wALL HEIGHT VARIES, 73=1 , 1 6.MINI 1/2' BOLT CENTERED ' ~'~ C A ABE66 -- f-4. SLAB TYP. . V\4 GRADE - Â» 2 4 , A . 1 . 4 r 2 - I. 6' I. 0-4-1. 0, Â· , a. 1 P 71 ~212 L.~1 4' SLAB TYP, (5) #4'S EQUALLY SPACED ; \ 12'X 6' FOOTER W/ WITH THE TOP & BOTTOM - \2) #4 CONT.&#4 DOWELS BARS NOT LESS THAN 3' VERT. @ 32' OC. , NOR MORE THAN 6' FROM THE TOP OR BOTTOM OF .... - . ..0 . . I. ..Q- 4 7 NG: 10" FOUNDATION WALL .: . 4 4 , 1 SECTION A-A SCALED 1" = 1' 2' 6' SQ, W/ A (3)#4 E/W CIR 2' SQ, 9/ 2-#4 26' MIN, E/\d 4 ..1 1 . / A. , DETAIL-2 4 SCALED r = 2 4 â€¢ : 1 . ..0 C~~i= 10' 4 . . 4 A ' 100< 20' CONC, FOOTING 7/ 1_2o, 42 2472) #4 CONT, & #4 LSU26 RAFTER -- DOWELS VERT, @ 32' OC CONNECTION (TYP,) ~ - 2X8 RAFTERS @ 16' 0.2 9-1/2' TJI SECTION B-B 7/16'OSB/30#FELT/ 2X10 LEDGER 40 YR. ASPHALT SHINGLES SCALE: 1" = 1' 4 2X8 CCA -- 2X6 STUD WALL TOP PLATE Hl HURRICANE TIE <TYP,) 2X CEDAR FASCIA :' : : 2-- I .4 m!,0 3-7/16'X12" GLULAM ...... i LPC6 POST CAP (TYP,) 0 < 1 ./t 80 ' '. .... .4 4 I :1 f-6X6 POST -- . . \ . -4- 4=,7-0 6 ic) o . : 4 7 7 4' CONC, SLAB n r . 1 10' ..., Â· ,Â· 6' X12' FOOT ER ~I~ ~~Â·.1.~- ~'Â·-~'.)~'iÂ·, W/ 2-#4 CONT, ABU66 POST BASE (TYP,)~ . GRADE - . --- -- DETAIL A 3%2Â· ~ d. 144 m ~KHOUSE FOUNDATION SCALE 1#-1/ REVISIONS 1 -1 10' CONC, PIER - ~ . CD 0~0 1 FRONT RANGE LOG HOMES,INt. . , : ...&,f W/ 4-#4 REBAR ~ m 02 .4 1 J.J m Ar- PO Box 3666 Estes Park, CO. 80517 1' 40 SC, X 1' CONC.-~~,4 - = SECTION 0-0 : r (976) 300-0130 , L PAD W/ 2-#4 ~ ~*3:if.' j SCALE: 1/2"=1' ......... REBAR EW FORD HOME-FNDATION DETAILS Z#4 REBAR DOWEL Date: 06/2003 Scale:1" = 1' Sht. No.: 3 OF 12 .2...1,22 I ' =11=11=1 ... 72 f -1 .U Go PU f % -ir / 9. * ? 45 'ir .4.r 13 1 0- â‚¬ 4, 46,4 - - f 38' 6'-1' 91-1. i . - -I . , 39Â£06 NOTES: . 1. Heat to be gasnred hotwater baseboard. 8'X7' GARAGE DOO ~ -- 2. Boiler to be gas fired. 4 4...4 1-Â·-7-31 ACCESS ) 1 8. Cooking stove to be electric. 67 / pooR- Â¥ 4. Dryer to be gas fired. ' - 5. Great room, dining room, loftwalls, and roof celling to be aspen T&G. All other walls, basement and first floor ceiling to be drywall w/ orange.peel texture. 6. Fireplace is a gas fired Heat-N-Glo 60001-R-OAK, zero- 4 40 clearance, direct vent. It will be vented through the wall 11'-6' 3'-8' 4'-3' -4 . Un chimney per manufacturer's specifications. There will be no f 1~ CL 6, 3 7. The roof will bo an R-37 structural Insulation panel 2868 system, Installed per the manufacturer'e mpecifications. 1 L ' ..~ 4 6 75 C 26 Y< 14 , GARAGE ~1 - 1<Fi 3068 1 a45 -31 pkOUVERED 1 L . 6 . 5'-6' 2'-11' ~ - 1 8 h CRAWL SPACE , -- IBOIL.gj ~- Vi . \\\ . 54 ~ATI~TY-3 14<5~ 1 1 J.- 1 4. 1 to\ 44: - b \,f ,>1* 9 0 1 .1 1.4# 10:44. 2) \ 24< 47 6 r GARAGE FLOUR PLAN SCALE: 1/4" = 1' W 4DOW SCI-EDU.E OTY TYPE R.O. (WxH) &40120 REMARKS 1 2 CSMT, 2'5"*4' 096'0 1343 LEFT gwtht<m 2 1 AWN IN& 31 " x 20 16" 1"6- U TEMPEREO 3 4 46}41- 4'9~~40"* 4'04** 1344 -1 4 I 46MT 2 9 â€¢ 4'05/A" 2 341 R/'Hr â€¢6UMNâ‚¬. 5 1 ASMT 611 #46"* 4,4 9 1141 -20 6 2 01Â»MT -1'14" x 4'4 4Â£ *54,1 -1 7 1 45MT 36"*24" CUSTOM TEMPEILED 8 1 61-OK, 6'll' * 1.' 9~4" 64â‚¬6 -F-6 PAT 40 0 00Â£ 9 1 O5MT 16' * 24 . LosTOM:. TEMVERED 10 I 19%)04% 214% 44'9 FSP- 1040 REVISIONS FRONT RANGE LOG HOMES,INC. PO Box 3666, Estes Park, CO. 80517 (970) 586-6190 FORD HOME- GARAGE PLAN Date: 05-2003 Scale: 1/4" = 1 ' Sht. No.:4 OF Il . .,g..,r, V"IÂ·~1'~ ': 38' - 12' 26' 8' . I -1 1 6'-3' 14'-9' 5' -11 ' -- - - - - - 1. .. . 38' 12'-4' a . DORMER 6'-3- . . 29' 4 . PORCH $ I - - -- -- - - - -- - -10 tri 3068 Y. r L I d . I . '4 up L .4 4 07 1 \,14 - 4 3' b lf[- f yÂ· ,>1**14* C,j - . CO 12' - fi=rf 4 39 Ab. 2 \ ~ 7-xDIRECT VENT \\ 1 GAS Fp F-2'X4' VENTABLE 4â€¢ C i SKYLIGHT Cx 1 - W v Â· Â· u - m i. Eu - k- Â·Â· VA CD 7- *-1 0 1 -f.h 4 d 1.20 GREAT ~ ~~ ~ /0 \LI - ... - zt 3 - MASTER ~ 1 Z @ BEDROOM Lf) ROOM -- I 1 8 0- I h - - OPEN TO BELOW CL [/h. * BEDROOM #2 1 1 4/.Â« ILI >\ < ' LOG RAILING 2068BI 4,-6, 1 5' 2';1000- . ~w ~ PER CODE 104 f 2668(0 m L m 1% ~ o.j - 3068 BI ~ YJAJ . 21 -Â¥ - 'f 6 J lf)l /9 co 111~9_U M E ' +/4' af - cu 1 1 . r i --*-8-7 Al CL m Cr) 4 / 0 -le - I 3 9-i A 5' -9' - 4 '-7' .~~4*,1 co 1 91- re'-8' 2 \ , Â· 4 9 CLO o j W/IN -1 1 2 10 . r *u, , Un ~ , . 0 0 - CLO /0) a Nl (u 5 -1 CL (3' ' U ' - . ~--~ LOFT LINE 4 -- - -1 M PLA' Â¢9 2100 3,-2' Ial 1 =40 fu r. Â· ~/ | ~~ 7 i r- LOFT 5068BI |- 1 T 8' LOG POST T ($ 1_ C -/01 4'x3' . @ .....1 6'-6' /Th /*) 2668 2 ,~ru ' 4 ISLAND ' 2 0 1 9-4 LJ - L_/ POCKET . -al BATH 1 UD . 1 DINING ~ -- 1 -- MASTER [TE x ' KITCHEN J Â· BEDROOM #1 + BATH I LIKI 1 0 ~ ] 10'-4' F ' 10 12' 0 A 01 - -~ fg O . 1 4 6 1 Mhz -L 0 h I 6068SLID W If) 0 1 r 1 r 11 1 r r + 11 2868 L./11 Â® ~bul L./41]Â® Â® 6'-3" 8'-90 8'-11' . I. . I . DECK 12' 5'-10' 12'-2' 6 -1 . I L 30' DORMER . I .34 -:7 - I. 13'-8' 9'-2' 13'-5' 5'-9' 8' 42' . 1 .. . I L 9/-5. 5'-11' 26'-8' SECOND FLOUR PLAN 16 . . 6 42' - - - ---~ - - SCALE: 1/4" = 1' FIRST FLDER PLAN - + SCALE: 1/4" = 1' REVISIONS FRONT RANGE LOG HOMES,INC. FLA N - (970) 586-6190 PO Box 3666, Estes Park, CO. 80517 ..9, FORD HOME-1 & 2 FL PLAN 1 t Date: 05-2003 Scale: 1/4" =' 1 DISht. No.: C OF 12 .8/E 6-,OI 1,. al ...9.1 9 -44.1 4,1,3 . r.40Â©7: 7 4,:1-. :,A p 9 -- 5 I 'f:L. u <4. j... ' 4 Â· Â·1 1* f STEPS-# OF STEPS TO BE r, , ~ VERIFIED IN FIELD, 10'RUN- t... , : I. 7'RISE 21' 38' 8'-4 1/2' 04 $ & 4 26'-7' 2X6 LEDGER 2-2X6 RIM 8' LOG POST (TYP.), k 2'X e JOIST 2 16' 00 LAG BOLTED @ 4'OC JOIST FOR LOCATION, SEE IST HANGERS @ ENDS FOUNDATION PLAN 2-8'6'Xl-3/4' --, 4 1,9E MICROLAMS 1.9 12'-4' CU {C. 9 - C., (U P A- r- i X - Â·per 0.- 1. 6'-3' 1 2 - f..4 tc.4 1 If 0.... ' 1 ill , 2 1'-9' m MICROLAMS . t NOTE 2, BLOCK OVER ALL PERPENDICULAR GLULAMS, 8#fr. 1. BLOCK BETWEEN JOISTS OVER ALL PERPENDICULAR WALLS, . Jty'' r 2X6 LEDGER '1.4.1, 1 1 WALL BELO LAG BOLTED @ 4'OC 1 - 1. ,%â‚¬4 44 9-1/2' TIMBERSTRAND , .-; 1'441 RIM JOIST (TYP.) 2'X 6' JOIST @ 16' OCO JOIST HANGERS @ ENDS ,; L, 41 .GR X-/- 2-2X12 ....... 1,9E MICROLAMS OVER= HEADER , :.1 DOORWAY 4' 4' iN, N CU ' m 140 g . rÂ·*c, 1 fÂ© . k.t '. â‚¬ 2,3 11 ...4 WALL BELOW 4 Lf' LL "14-1 ' Grib~-, 5 /8'X 10 1/2" GLUELAM Isp YO : L Ov (AL ./ (,5 1,5 , 1/ 2/5 FriÂ· 1,Â· 4 3*C' 0 . ~C) 9 Al. AM ~ .r LE]FT VERTICAL Al" BEARING POINT U 2'X 6" RIM JOI STEPS-# TO BE -9 VERIFIED IN THE . FIELD, 10'RUN --- -- 2'X 60 JOIST @ 16' OC. I --- 7'RISE (U w JOIST HANGERS @ ENDS (TYP,) /2'X 6' JOIST @ 24' OC, 9 0- 3 2X6 LEDGER 4 - 9 4/. - - --la-p.,41324 ~ JOIST HANGERS @ ENDS 13~/, LAG BOLTED @ 4'OC ) ir i.9-1/2' TJI'S 16' OC - _ __-42' 8'-4 1/2' O, 0 1 9 1/2' TJIâ‚¬ 16" 02 ' - 2'?1 Â§ RIM .'WIGT JOIST HANGERS AT BEAM ENDS 9 It '. 00 6 . FIRST FLOOR FRAMING PLAN SCAL.E~ 1/4" = 1' REVISIONS Â· FRONT RANGE LOG HOMES,INC. ... G. 0,1,1* 2 4.rer 'Â· 'E *I'l $ PO Box 3666, Estes Park, CO. 80517 '11{1* 424 970 586-6190 . 40Â· Â·~7.-13% - WB#r<' :,451.9.:~ FORD HOME-1 st FL. FRAMING r '34 4....6 :..~4.4. -.~ lit@3Â·3: ~1 Date:06-2003 Scale:1/4" = 1' Sht. No.:6 OF 1 t.-~. -~~Â·rt:44Â£'-4 VIPUÂ·. N . 17 -9- Â¥ I .' . '1 .4 U . 2 ' '9 4 F / :23:& f f :,1 . . il , 11'-10' 1 SIMPSCIN OR EQUIVi JOIST i HANG RS FOR TJFS ON BEAM END E- (2) 2'X 12' STRINGERS <2) 2'X 12' HEADERS WALL UNDERNEATH 20 - Â· . .1 ~ Lu E , IC PURLIN 9 1/2' TJI'S @16' 00 - + E ROOF PURLIN ROOF PURLIN . 4 . -- 5-1/8'X/-1/2' 6-3/44<16-1/2' * \Z GLULAM GLULAM -4 . 26... a . 2 C- 00 (/) NOTE: ROOF SYSTEM TO BE 8 1/4' THICK SIP'S SEE WALL UNDERNEATH 4' 5 1/8'X 10 1/2 GLULAM NOTES THIS PAGE RIDGE ~ LJ E Al Â· - 8 m '1 OJ . 1 6-3/4'x16-1/2' GLULAM ROOF PURLIN @ RIDGE , L.0 0. 2/ 0 0 5 Z Z-Zi 8' MIN. LOG POST V ~-///.'............le 1 C.> c.> -O- BELOW ROOF PURLIN (LOWERb SEE SHT, 91 0 0 0 5-1/8'x7-1/2' GLULAM J J PURLIN FOR RV PORT m 0, m ~AJ 0 - FRAMING ~ , CU ROOF PURLIN (UPPER) 5-1/8'x12' GLULAM CO 0, , , 5-1/8'x15' GLULAM 11'8'-DBL, 1-3/4' 18' 1.9E ek, 1 V '0.1 Cg MICROLAM BUILT t/ALL 4 ' TIMBER STRAND 03< r BELOW-SEE ADDED FRAME RIM JOIST (TYP,) SUPPORT PLAN ~,~4 '* 30'-3" 11'-7' 9 1/2' TJI'S PRO 250 2 E @4129 OC FOR 12' THEN .SEE DORMER FRAMING DETAIL 9 1/2" TJI'S PRO 150 FOR SHEET 8 OF 10 REMAINING @ 16' OC 29'-9' 42' 1 42' 1 Â· N. ROOF PLAN NOTE: SECOND FLOOR FRAMING PLAN 3 1/8'X 10 1/2' GLULAM 'R-CONTROL' STRUCTUAL BUILDING < SCALED 1/4" = r PANELS MEET I.C,B,0, #PFC-4457 SCALED 1/4" = 1' REQUIRMENTS REVISIONS FRONT RANGE LOG HOMES,INC. PO Box 3666, Estes Pork, CO. 80.17 970 586-6190 FORD HOME-2nd & ROOF PLAN Date:06-2003 Scale: 1/4" = 1' Sht. No.:7 OF 1% . VIOV-3 01 18'-10' 32' DBL, 1-3/4' ICROLAM 4: 1 , .. -.i 1 . 1...<4 0 .9 41 . 5 42 ...: . Ub.16,1 :f.4 /13:. *,0 :'.6 1 4 4 . -Â· c j...4, f hil'.: . '9 . tr -1/1 fv'---' . - 411= 1 TA r L :t 5,2 . t $. 1% D 1 . ....1 'J. : .h,2 PH :..': 41~' tâ‚¬%- ... .;I'Â· v./. 4 ...Â¥Â£ 11&#A..2 ' .Â· 4-,-1 K 1- -~ -3 1. . I. .1 . -1 1 .00,0 .. 1 1 1 . .:. ill .. ...1 - I . :.- . . 20 , I .1 A ." ilille .. . 4 .. .. , 1.:. 1 1 ... . A A 11. . A A .. . 0 ..... A. . 0 0 . D. 0. 0. , !. G f./rk.- ly'... - L. p 1 -44. p:?T.. p' 1-*9:...1 ; â‚¬049 . 5.11 1 J <.3,% .R ... : 121 ,4 , 31'-11' 6 5 -â€¢' 9 2X6 RAFTERS @ 24' 0.C. 1'-4' 22'-4' 8'-3' 4 4 L J . 4 --2X CEDAR FACIA . . 2-2X67 / 1 3/ L L f . dÂ· m -2)<6 HIP / . 0 1 --* 2-2XG u Cj 0 W -3... - 2...41 I 0 ATTACH RAFTERS TO -- L of SIP'S PER MANUF, SPEC'S 1 W . +17 1 1 94- ./ If) L 0 C 0 1 , C W X A I oil Â·- A ' -424 SIMPSON LSU26-- LL. - HANGERS OR , ....9 - 0Â£ EUIV. (TYP.) c m W 2X6 LEDGER-p--_ 0 \ Rj . L , ,. .714 1 1 11 V 1'-4' /1. . 10'-4 3/4* 1 ~ 66*6 Pot'[7 f-@ 10/ 2-2X8 HEADERS 1.~i''t, Â£ 7,4 UNDER ~|| ~ 1 - r.,? 1.4 J /-2X10 LEDGER . /3-7/16'X12'~1 ( GLULAM n 01 I .-94*ty. -SIMPSON LSU26 (TYP.) â€¢ 11 1 P al .... -I l- I PORCH ROOF PLAN 21 E Oft . S GALE 1 1 / 4 " = 1' ~' ~~ - ~ ~\ ~ ~~- ~1. 7 CE 1 CU NOTE: SEE SHEET 3 FOR SECTION C-C 0 303* A 1 1 f, 2 qu 2-2X8 HEADERS @ 6X6 POST-/ UNDER 80 10' rYV RV PORT FRAMING PLANI ...1 1-3.. k 1. SCALE: 1/4" = 1' .%'.......rl â‚¬ I 1'.. Â». * 11 2- REVISIONS , r E., FRONT RANGE LOG HOMES, INC. PO Box 3666, Estes Park, CO. 80517 (970) 586-6190 ..44. L Â· b, w %4Â· FORD HOME-PORCH & RV ROOF Date: 06/2003 Scale: 1/4" = 1' Sht. No.: 9 OF/2 6 I . 1 1 , 1 . 1 . 1, ' , f 'P, Â·e V Â· e . FOR PANEL TO WALL CONNECTION, ~ SEE MANUFACTURERS REQUIRMENTS V 5 1/8'X 16 1/2' ROOF RIDGE GLULAM . 12 -74 (h _ 4 q r . HERITAGE 30 OVER 30# 4 'R-CONTROL' SIP FELT PAPER, WITH 8 1/4' THICK - 12 SIP'S 4 ~ 4 i 12: X 12 0 16' OVERHANG -~10 'r . - CEDAR FASCIA UPPER PURLIN RIDGE \~*~. 5 1/8'x12' GLULAM 3/4' T &G CEILING OR 5-1/8'*7-1/2' GLULAM 1 -1 1 ,.., I jt-4 , 16' --DOUBLE TOP PLATE LOWER PURLIN RIDGE ~ Â·Â·t 1~~ 1/2' DRYWALLS OI\I~ -44 z ALL WALLS (TYP.) OVERHANG - | 5 1/8'X 7 1/2'GLULAM OR 6 3/4'x16 1/2' , r_L FRAME WALL 2x6@16' CliC. 4 MIL VAPOR V 8' FIR LAP SIDING OVER BARRIER 1/2' OSB W/ 2'X 6' STUD .-- - - 3/4' SUBFLOOR OVER ><y : 1 WALLS W/ R19 INSULATION -~IL....Lf . - ....2.-- ... - ..-. FRAME WALL 2'X 6* @16' OC 9 1/2' TJI'S 12' CIC\ BATTS OR BLOWN 5 1/8'X 15' GLULAM ~ 1 - 1 DORIVIER FRAMING DETAIL 1 SCALE; 1/4" = 1' , -2'X 6' SILL PLATE , i . f.-7 Â·Â·: .... 11 5/8' DRYWALLj' 1/2" DRvWALL ON ALL WALLS (TYP,) Â«,/Â» 1 \(2) 29 6' TOP PLATES ~ r 1 : ~.4.7-:1.4.- 2 , f 9 5 *-25( 6" SILL PLATE AUO 3/4' ASPEN IU 0(Ullâ€¢16 4 1-N,We RODAM 3/4' SUBFLOOR OVER- ~ " ' I 9 1/2' TJI'S 16" OCN - - 1 , t.*r... l' TF -3-4 ~ -1 / 2-2X6 . t.3 74: ' 'YY YYMYY EX6 @ 16' OC 2%'M ~ -1/2' ANCHOR BOLTS @ 4' OC EMBEDED 7' MIN, & WITHIN 12' OF EACH END OF SILL PLATE 5/8' DRYWALL-1 / R-19 - - 2,<6 FINISHED CEILING BLOCKING- ~4,, 1 - -2X6 TREATED --- + ., 1/2' DRYWALL--______ ~.~ ~ - 32' TO 38* HAND RAIL HEIGHT, 2 1 -- BUILD LOG RAILING TO CODE RIGID INSUL,- 5 .. 6'MINI - - - U)HERS APPL\CABUE VERIFY FULL LENGTH OF THE STAIRS, ENDS 6'-8' MINI HANDRAILS SHALL BE CONTINUOUS THE 4' SLAB TYP. Â¥ OR GRADE ..F=- GRAI1E \ 24.1 SHALL RETURN TO WALL OR TERMINATE ~ JU- - .-I 1 .4 INTO NEWEL POST 11 MI 04 ... j. ..4-':. ,- .J 1 ... \ F]14 NOTE: CONCRETE AND FRAMED FOUNDATION lilli .. WALL HEIGHT VARIES, .11.-' d... 1 1 4 0 . ~=1~ ~% .7Â¥91 .:1.*i~ 30' MIN, OR B>44 A--9' 8' C.M.U. FRID, WALL 7/ ASPHALTIC MAX, 10~~ MIN, BEDROCK , 1 > A 1 DAMPROOFING BELOW GRADE I IiiÂ· 1â€ž14-hÂ·, \J- - - 'V;.44 1- I 41/8 - 4 ~ -Par.~ 6' PERF, FOUNDATION PIPE 1 3/-0,1 . I .A Ri W / 3/4' MINUS GRAVEL . 244 76".4 ; 7.':7 r....~. , 2. .O* 4 , 4 . i . I %211 0 1 4 i'll I 0 4 0 STAIR DETAIL (TYP,) 4 . P I 4 SCALD 1/4" = 1' 8' ~ 10'X 20' CONC, FOOTING W/ L Â£(2) #4 CONT, & #4 DOWELS VERA @ 32" OC - 20' - REVISIONS FRONT RANGE LOG HOMES,INC. FOUNDATION & WALL DETAIL PO Box 3666, Estes Pork, CO. 805 T7 2- A 72 (970) 586-6190 ./ 1 .1 SCALED r =1' - -- FORD HOME-DETAILS~~ ..: Â· Â· -' '..e- ... I.P.4~E. Date:06-2003 Scale: 1" =1' Sht. No.:10 OF 12 ?tr~.-f'fÂ«)-:t - '1 S - 7,- .Trr , Â·Â· - -Â· - r, 'Erc~â€ž . I --. :-.Â· r ' '."r..~4,r9 ..â„¢ I .1.1,1 ' f. 4. r ... 1%,1 1 ' ... FIXED DOUBLE PANE LOW-E ' GLASS. FIELD VERIFY SIZE 12 12 , 4F -74 + I, 3 1 12 1 2ND FLOOR LOG RAILING PER CODE- 1ST FL PROPOSED- -7 - GRADE EXIST. GRADE~ 30 YR. TAMCO 'I HERITAGE SHINGLE (TYP,)-DARK GREEN SEUTH El_EVATIL]IN ---- - -- ---1.======:=====:=~--**3~I-.- - 8' CEDAR - BEVEL SIDING - TONE STAIN SIDING-WOOD - 12 - 2ND FLOOR - - ---------- - -------- - ------- ---------- --------- -7 4- CEDAR FASCIA (TYP) LOG RAILING PER CODE Im . RED WOOD ~~ DECK (TYP,) RV PORT 1ST FL 8'-10' LOGPOSTS DIRT PAD (TYP.)-WOOD TONE 0 STAIN i EX. GRADEj~ PROPOSED GRADE GARAGE LEVEL RR TIE RETAINING WALL NOTE : OPTIokJAL CULTURED â‚¬rÂ©kle Â·6\DNe FR.0,1 \6-r 96002 1-EVEL- 100 GRADE. EAST ELEVATION REVISIONS ELLVATIL]111 3 PO Box 3666, Estes Park, CO. 80517 FRONT RANGE LOG HOMES,INC. 970 586-6190 FORD - ELEVATIONS Date:05-2003 Scale:1/4' =1' Sht. No.:Il OFIZ: W., .-1 .F. I~.~I.~*i . %7'. .... (1.38/0 12 ,Â·.7- 12 -74 . 2 1 I 12 - - --i------i.--- - . Â·i -4, -- J -1 EXIST, GRADE -- PROPOSED GRADE 6X6 POST ~~ PROPOSED GRADE ~~ --- ---- 1 EXIST. GRADE 4' CONC, SLAB-Â·~ NORTH ELEVATION 01 r *...'I.'ll'.-'.--1...'......=...'I---I'll'.=-=Il=lill.-I.*.--Ill...'ll- 12 --14 f~4 - 14' 12 - ? 2nol FLOOR FRAME & SIDE 4 ~---- CEILING THIS SIDE ONLY LOG RAILING PER CODE 4 CO 0 8'-10' LOG POST (TYP,) C>?4 1st FLOOR , _r_r_g - - - - 1 --- - - - - ~ |1 EXISTING GRADE -- ------- -------- 6 8' CONC, WALL---~ ~ 1~ - RR TIE WALL BEYOND || AR \LEI. Ll--- ----- -------Irl 6Â©90, 4' CONC, 2-- WEST ELEVATION - REVISIONS ELEVATIENS FRONT RANGE LOG HOMES,INC. PO Box 3666, Estes Park, CO. 80517 :4 Â¥. 970 586-6190 FORD - ELEVATIONS Date:05-2003 Scale: 1/4' =1 ' Sht. No.: 12 OF 1 9 10 1/4' 14'-2 11/16' 23'-0 15/16'