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Home My WebLink About1770-1776 AVALON DRnlo, !112. /714 111 6 Avaton Dr . r -' :.i .-/.P - 7 I. TOWN OF ESTES PARK Building Department 7293 6 le- 010:Â·74 162~ _.-- 4%13,CÂ¥-7 1 S.Â»31.1. BUILDING PERMIT rlt- A.Date BUILDING ADDRESS /770, /772, I774 a/776 A VA Le'll'. Â·Â·>DR,J#, 9 Legal Description LOT 1 A C.AC { A CORNER JOB 4205, '~4 5 Valuation Building Permit PID & Plan Review NAME 78/9 9 b UGGAN Other 207/er -'-Â« <30.7Â» 82 2.40 S.00 70 BOX 2/41 AL.65'VE+PAek,CO Â· Certificate of Occupancy MAILING ADDRESS eos, 0 4 3 446.73 (974 584 -It 2_G _ Total PHONE NUMBER buGGA/0 8 0 , 4 8 0-<.1 C bes#G,0 NAME 2?A x 2/ 5 9 2 J k.1 2 2 ALLEF,U= f,Ad 11 .CO EC)5\0 ADDRESS , I E R PHONE NUMBER 584 - /1 2.4 TOWN LICENSE NO. / 44 Arch/Designer/Engineer E c NAME 0 LN Name T w -8 Ed K 01<CH, 7-E<71 E T ADDRESS C. Address ('#r fof'.%9~3 i DE- 1â‚¬ j EÂ·l SOS 17 R. TOWN LICENSE NO. Phone Number 584 -35 13 pc NAME LO ZONING INFORMATION U N MT ADDRESS Zoning District C H BUREAU OF THE CENSUS ITEM # 9. R TOWN LICENSE NO. Front Yard Setback / S ' Type of Construction I FR, 11 FR, Il 1-Hr., Side Yard Setback O ' Il N, 1 1-Hr., 111 N, IV HT, V 1-Hr., (V-N> / Occupancy Group A, B, E, F, H, 1, M, R, S, U Rear Yard Setback O F/42 r 72- 3 Division 1, 2, 2.1, 3, 4, 5, 6, 7 FLOOD PLAIN CHECK CLASS OF WORK Approved ./ New ,- Demolish Disapproved Comments Flood Zone: k Alteration Repair Addition Remove Use of Building -7-vA,-r 7* /4 C ~oF,c/C E~/4/14&&1,â€¢0-7- By 9-_ Date 2- 1 2 -0 3 .& c *1 24 i hereby acknowledge that I have read this application and state that Floor Area Basement./,â‚¬74 1.t/ErGS- ~fr/47 Garage the above is correct and agree to comply with all Town Ordinances and Size of Building 34 'X 52' Height 32' State Laws, regulating building construction and zoning. Maximum Occupancy 22 Number of Families ON E Permittee '\ li),r - Number of Baths 2 y. % f Full Size of Lots O. 1 3 8 /11Â¢R EJ By \ il Number of Buildings 1, Number of Floors 2 No. Bedrooms d Now on Lot NONC -IM H Building Inspector Use of Buildings Now on Lot By - The Building Department will make every effort to prevent errors in Certificate of Occupancy Number your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable codes. WHITE/YELLOW - BUILDING DEPARTMENT PINK - CUSTOMER or-cm rmz*o Materials Key (D #8 29+1030 Bobrick tilting mirmr. Â® ADA Compliant wall hug sirt white Kohler 4'-6' Min w/ chrone lever hardles 12.3,\ 3'-6' Min. Max -1[14 (i) 4*4 Glazed ceramic wall tip up 427 aF.F. - verIFy sil ard colors w/ Arclâ€¢tect (B>A/14-tle. CF+'c,1.h =1 Â® 12*12- Ce-6.Carlile- 00-eA verify size 24 *4/ 0/#Cr ~ Â®Pairted gdpÂ· 104 @ ADA compliart tart toilet {Kohler white) @ 08-550 x 36'6Â©brick grab bar or appmved eqpal 3'-00 Max. â‚¬ 34' aM. â€ž r U @ #8-550 x 48 Bobrick grab bar or approved equal â‚¬ 34= aff. Â® Vencw r/, soap disperser. North 8evation Â® Ve.wlw pe. arface r-ted toilet Scale: 1/4"= 1'-0~ tissue dMpenser Â® )*01(60' fi paper temel dispereer Mote= Att dispensers are to be nunted a min. of IE)* aF.F. to bottom of dispenser Â¢ a max. of B- Electricial Notes 44 aff. to top ot dkspereer. 42. Min. 1 / (\ 2 f Â®: (D L.. ~ik-+HIÂ¢ 1. Pmvide (2) tv%â€¢9 new light Fixtues. one above vanity t L iling mourecl verifg type wi Owner. 2. All electricial switches and plugs rrust apply with th 11,15. 1 f,-Â·Â·--/H - , b ~' 41 ** verify heights N g - -1-+410 + 13 81 4 to 3. An clectricial outlets rrust Ex= 6.ril. ''lu / 11.-6. r klest Bevation Scale. 1/4" = 1 '-O" Ir' 1,/M 4 /1 ~..L 0133 E -=.11 t . 3 1 e d.2 -- f fli %3L 3 p g 08022 0 1:* , -lew .OV -3 A 4.u U n u au!14 .62 8 -41.LE t uu!wu .6 V 0,4 . .1 & 1 4 ' 4 - 1, I. ./l . 4 A... C fr-1 f- / . F -a- Â£Â£ Â£ 1- O 'i af- 0 t [_1 i 30 *Z[ U CZ E .0 a)â€¢ fii *64Â·8##M*W,44.d -91 9 00-1, tl 90426 -f #,775-.xâ€ž 76, -7 -t'A'~2 @ 222iev c hardles isex APPLICATION FOR SIGN PERMIT CHAPTER 17.66 OF THE MUNICIPAL COD5/7 1%21% 2905 VALUATION 6 GA. rD 15.60 TOWN OF ESTES PARK FEE 3.95- SIGN CODE ~1 DEC 12 2003 OTHER TOWN OF ESTES PARK TOTAL -7 8.15 COMMUNITYDEVELOPMENTDEPT DATE SIGN SPECIFICATIONS ADDRESS / 772- /;576, Av# 6 00 bR . SIGN DIMENSIONS /049 /3"-1 T.fo #~ LEGAL LOCATION ATTACN6D DESCRIPTION SIGN SKETCH 64 l Ae,oc,04 4<-0 Jen- 1. u A . OWNER ROY boGGAA ADDRESS PHONE -797 - ~ 259/ LESSEE 6 9-1 ADDRESS PHONE SIGN COMPANY -bcmetes-â€¢3 9â€¢-Apets ADDRESS 1/ 49 4â€¢-OVES AvE- PHONE 147-noe M eb USE ZONE LAYOUT OF SIGN LOCATION 2.- A SIGN CLASS Ct> tuttic CLASS OF WO!10!5/-' NEW ' ALTERATION ATTACH CLEARLY LEGIBLE IDENTIFICATION PLATE NOT EXCEEDING 15 SQUARE INCHES IN AREA TO SIGN, STATING THE NAME OF THE PERSON, FIRM, OR COR- PORATION RESPONSIBLE FOR ITS CONSTRUCTION AND ERECTION, WITH INSTALLATION DATE AND PERMIT NUMBER THEREON. ELECTRICAL SIGNS SHALL BE MARKED WITH INPUT AMPHERES AT FULL LOAD INPUT. I hereby acknowledge that I have read this application and state that the above is correct and agree to comply with all City Ordinances and State Laws, regulating building construction and zoning. Perm ittep -- -- f~,, ff - *: By A ./1 Approved Al-r,42 n â‚¬b. The Building Department will make every effort to prevent errors in your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable ordinances. . VALUATiON $9 621f'F bitaN & t~'"AWn : : ArrL:JA: #UN i 0 #11/;I./.ir ..ill r Lruv,/ i /,v. -L I. 75./ 1 â€¢-,napter 17.66 of the Municipal s,ode 1 290 9 1 rEC Town of Estes Park OTHER 6. Â¥%/1 Sign Code TOTAt 76.~~i Community Development Department SIGN ADDRESS DVAI,no UA It ,/ \3-72 - )'?-,9-G , /' - - L 9 12-' + d- 03 BUSINESS NAME TOW N LI CENSE # il-y Dog quv Li #â‚¬4 ( 04.10 UV SIGNS TO BE REMOVED NAME OF PREVIOUS TENANT (IF ANY) No w t '. NOW i LEGAL DESCRIPTION OW N ER _ Rk V ADDRESS , C30(L 4~v7- <~,/~-J PHONE 70 3-7 4 7-259 ) 4 LESSEE ADDRESS PHONE SIGN COMPANY 0 1 A <A/5.0 & c rfk.Â·cÂ· r ADDRESS 1/99 0(Lort /00 -4 PHONE 170 . 546- ./cul-) ~ CONTRACTOR LICENSE NO. ~-5. USE ZONE SIGN CLASS NEW Lud C rowt ALTERATION ILLUMINATION O NO O YES - TYPE Maximum height above , Setback from property Setback from side adjacent ground level? ~5-~ line? hy<4 lot line? Ul R ALL SIGN PERMIT APPLICATIONS SHALL BE SUBMITTED WITH DETAILED DRAWINGS AND SITE PLANS, IF APPLICABLE, INDICATING DIMENSIONS AND LOCATION AND TO INCLUDE THE FOLLOWING: 1) Graphic representation of sign with dimensions. 2) Property lines. 3) Indicate lighting and electrical signs. 4) Location of sign on property or building. 5) Include all other existing signs on property with dimensions. SIGN PERMITS MAY BE ISSUED TO LICENSED SIGN CONTRATORS, PROPERTY OWNERS OR APPLICANTS WHOM HAVE THE WRITTEN CONSENT OF THE OWNER. 1 HEREBY ACKNOWLEDGE THAT 1 HAVE READ THIS APPLICATION AND STATE THAT THE ABOVE tS CORRECT AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING BUILDIN/,CONSTRUqrION AND ZONING. r-]kn At 17-1-03 Chrrfractor/Owfier/Representative Signature Date Application Approved (Conditions of Approval, if necessary) Date Q0 AL-1- lill . I .. '49 0'plk *Ger *046 Â· 4 I 1. '44. /09" X /3" 9.80* - 84' - f Le i -5-94mccou,â€¢ 44. af 1 - ,~104 , APPLICATION FOR SIGN PERMIT 4/20> CHAPTER 17.66 OF THE MUNICIPAL CODE /63 lf.- 01* 2906 VALUATION 675.0-6 TOWN OF ESTES PARK FEE 7 9,00 1 â‚¬6 I /90* 2.7 0 SIGN CODE OTHER 10**O TOTAL .~77.90 4- COMMUNITYDEVELOPMENTDEPT. DATE SIGN SPECIFICATIONS ADDRESS /97-2.-/976 A FALD,d bA.. SIGNDIMENSIONS /'' *91 " r 4.99 * LEGAL LOCATION 47710 C/J eD DESCRIPTION SIGN SKETCH Lot [ AC~C.,A ~ 2,0 en- C u & OWNER Ray Du & GANI ADDRESS PHONE 747 Â·ulq 1 LESSEE O w N leR_ ADDRESS PHONE SIGN COMPANY 132'm 6-9/.A â‚¬rtA P}+ICS ADDRESS "44 6/2.AUES. AVE PHONE 596-/887Â· A-L. 4 71* e ,4 4-6 USE ZONE LAYOUT OF SIGN LOCATION 0-Vl SIGN CLASS CO tu Â£ILL CLASS OF ~ORK NEW /~ ALTERATION ATTACH CLEARLY LEGIBLE IDENTIFICATION PLATE NOT EXCEEDING 15 SQUARE INCHES IN AREA TO SIGN, STATING THE NAME OF THE PERSON, FIRM, OR COR- PORATION RESPONSIBLE FOR ITS CONSTRUCTION AND ERECTION, WITH INSTALLATION DATE AND PERMIT NUMBER THEREON. ELECTRICAL SIGNS SHALL BE MARKED WITH INPUT AMPHERES AT FULL LOAD INPUT. I hereby acknowledge that I have read this application and state that the above is correct and agree to comply with all City Ordinances and State Laws, regulating building construction and zoning. Permittpp / ~ If-L~- 7. Abu------- - - By Approved 9- 54--7 r f Woning Administrator All. 477/de/J 66 The Building Department will make every effort to prevent errors in your application and permit, but cannot be responsible for your failure to comply with all Building, Zoning and other applicable ordinances. VALUATION _ 3 1 61#IN rt=MMII Ar,-LILAIIUN PERMIT NO. P.=/2 75, u* Chaoter 17.66 of the Municipal Code -2 90 C FCc Town of Estes Park OTHER 2 4 Sign Code TOTAL 27-71.f Community Development Department SIGN ADDRESS A 5*Em- -A VALN DATE 11Â· 7-1 - 779Â· 6 !4**ar P, 1 1- )9 - 03 BUSINESS NAME 4-7 DeyÂ£-n 80, Ls 7 06Â») TOWN LICENSE # SIGNS TO BE REMOVED NAME OF PREVIOUS TENANT (IF ANY) fu Olu â‚¬' ; A/OW â‚¬ LEGAL DESCRIPTION OWNER 29 0099&-0 ADDRESS PHONE lot- 747- 2-5.-9/ <- -Ciou. 6- el u LESSEE ,<Iim C ADDRESS PHONE,- SIGN COMPANY C)Â£3,â‚¬iu S<.A, Cfk-Pluc) , Ll,.C-- ADDRESS 1199 08-oes A uc PHONE CONTRACTOR LICENSE NO. ~- USE ZONE SIGN CLASS NEW ,Â¤ o ill rt,Duot ALTERATION O ILLUMINATION ~4' NO O YES - TYPE Maximum height above Setback from property Setback from side I adjacent ground level? / l line? to/A lot line? N/h ALL SIGN PERMIT APPLICATIONS SHALL BE SUBMITTED WITH DETAILED DRAWINGS AND SITE PLANS, IF APPLICABLE, INDICATING DIMENSIONS AND LOCATION AND TO INCLUDE THE FOLLOWING: 1) Graphic representation of sign with dimensions. 2) Property lines. 57' 3) Indicate lighting and electrical signs. 4) Location of sign on property or building. 5) Include all other existing signs on property with dimensions. SIGN PERMITS MAY BE ISSUED TO LICENSED SIGN CONTRATORS, PROPERTY OWNERS OR APPLICANTS WHOM HAVE THE WRITTEN CONSENT OF THE OWNER. 1 HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AND STATE THAT THE ABOVE IS CORRECT AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING BUILDING CONSTRUCTION AND ZONING. r-*RE_ 17-1 -03 Coktrictor/Owner/Representative Signature Date ---.Â·,>"fk~-6[i-Eation Approved (Conditions of Approval, if necessary) Date 1 Tr I . /7 - 94*. t. .... .4. *4-#:..gx<*:,, ,40.04*Â·Â·Â·Â·6,:,eÂ®,44+4424wAR42 81 I 11 L .4.4.-' . 1/ ... I. * .'.Â·' 6*4*44.' ,-~69:/**611 gz"K /'" = G.9 9Â· 4 2, 1 i, A,uz :4 1 Certification and Approval: Sheet Index i The undersigned, being the Owners, do hereby agree that the Real Property as described ~~~ i [4 of 2 Title Sheet/ Site Plan in the application for Development Plan Review filed herewith, and a5 shown on this Site Plan TOWN OF Duggan D2 of 2 Landscape Plan # shall be subject to the provisione of Title 17 of the Municipal Oode of the Town of Estes Park, ESTES PARK Colorado and any other ordinances of the Town of Estes Park, Colorado pertaining thereto. Commercial *4 AdÂ·AIDA OBIVM i Building / MTMÂ· ~154 ET APPROVAL / ACKA DRIVE Â« SOUTW SAIMT - . Date VBAIM AVE. Community Development Town of Estes Park Oommunity Devebpment Director PFO,,IMOT SITE -~ 0 -1 - Eli Staff Level Review of Development Plan Date:- Robert B. Joseph, Director A i - 01 .Ov, #-+=s. Lot "1" Acacia Corner Subdivision Approval of this Development Plan creates a vested Propertg Bight pursuant to Article 60 Approved ByÂ»35*2Lk.1-a64~-- . 0/0 Estes Park, Color*(16 80517 ~ ~ Title 24,085 2ame~ed MOBTW TO ALLE MSFABIL MOT TO SCALE i~ 4 I VICINITY MAP PERMIT INFORMATION: Plate: All required improvements shall be completed or guaranteed in accordance with - F OCC.PAND CROU) . Section 7.12 and 10.5.K of the Estes Valley Development Oode. COIâ‚¬TRUCTION TYPE V-14 CH ZOI+IG CLASSFIATION | 1 Note: The Owner shall be required to provide for handicap accessibility in accordance BLEDNG AREAS: with the ADA and UB.6. New BlaN Lott Level - 167 Sq Ft lâ€¢ TW Beck Ardhitects Mah Level ' - 1865 Sc; Ft Lower Level - 16% Sck Ft Lower Level Errp. Mech. 29 Sq Ft Total - 3757 54 Ft Architecture, Planning & Interiors 6" thick x 6'-0" x 1 Ji" accr Main Level: Office (Mah & Lott) - 1262 4 Ft X Concrete Pan w/ 6x6 W..F. le - Provide rip rap. 1 0 1770 sf + 29 ST Mech) Brpoyee Apartment - 799 Sq Ft Inflow Curb Â¢ eutter per .-- Bw (1) 721 Sq Ft \\ 93.4-1-B Acacia Drive 130 East Riverside Drive Town of E.P. standards LoVer LeÂ¥ Across Acacia 'BM' Zone ~ X /# .>--022./1, 1 42Â°clkkn--7 ~ E-*\sury 8â€¢ 0 Sewer Main P.O. Box 57 .1661 cckiu l . 0 -, 4 Ba/ (2) - 721 Sq. Ft " Storage + 1 Mech 254 Sq Ft /// Opifies 40 'Atr 1. *Later to drain to detention on lot 4 per' 1 - vt=-; Se, 1~5-~_eft>~arainagc- plan by Van Horn Ergincering Estes Park, Colorado 80517 90% Â«6 1 14 1 Lob~'11,1 1 / -906 - *6<9' Drive , i WKL - uÂ© sagÂ·149.1: 64.00' AP..- 3 .' (nlc Errm. Mech 29 so L 3220 7% / ~ 7 11=w lf-JTA Lower Sub-Total - 1696 Sq Ft Pho~e: (970) 586-3913 r 4.'ll. ~ 1 4/f f - ' 1 9 9.0 4 64 1-7'-6,1 i -m=:/ 1 15'-0" / Total - 3757 Sq Ft . 0.136 apres A /1 - \Â»--3 U )\ 1 . / 101.11 1-5,1 "3'0 - Fax: (970) 586142211 f -~ I~t_ffÂ° ,/3 4 I \.\ // / ;W, 0 \ *.1\ / \ / 1 \ 5'-0", parklha 11 // r\.-- General Notes 1 NI- 940"xi-7'46" typ. '.Al - '} /1 / 7 ~C5 - Wheel stop. r ~- 4 i'. 31 peal< 1 \ r.7 - ty,/== 1-,// 4 2 ~1 â‚¬ 1 Pomh 2 ,/4. u I 01/1/ O 1 1. The Dontractor shall be responsible for the locations Â¢ ~ ,? f ~ .'4 . i above ~ 1 1 ..1------- 1 , lyV protction of all existing utilities show,1 all existing - Oonnect to Existing uti lites not shown on these plans Â¢ all r0pO5Cd utilitics. 4"+ Sewer Line The =xisting utilities shown have been p~tted from available N Provide Sign - 1 99'-11'lah I r.001-10. 1 1 Lot 1 0.1338 Acres - 6014 Sq. Ft. "Loading Zbne" ~ T.0.0.99'=9Jr' ' T.0.0. 4' 09'=0" Â¢ facilities looated prior to construction. All existing uti|itq -- "Mo Parking ~ the Gontractor's responsibil to satisf Lot Coverage Max. Allowed - 3 $ ~ , 1 ~, z f / ) line locatiors must be verified bg the Oontractor. It is the . 1 1/ the 'espective utility companies to have all of their utilities infornation. Contractor sha# contact representati'ves from 80% Sd~ lans' intÂ¢nt to show all existin~~utilities. However, it shall himself that all 1 . . 16 \6 / , existing utilities, whether shown on these p~ans or not have \ / 1 been properly locatdd. | 477 --x' 1.1-.F1 . 2~9~-C i ip ,~, A 1 0 J - 91/ 1 r.. 4522*5* 4< > 1 - - Driveway shall comply with EVIX, 7.1 1.0.1 2. Oontractor shall protect all adjacent improvments Prom Lot Coverage (1768 + 2750 - 4518 sf) - 75N & 2 X\â€ž 1. /98 / \ 1 8 / 3 13'-6" IJ -~ '~' Markin@5 and 7.1 1.0.2 Surfacirg Â¢ Maintenance. damage and erosion at the Contractor's expense. All the disturted arcas shall be restored to a minimum of their 93/ 9- / / ISetback I ' ~\ - Mark with one-way directional arrow, and Bu~ding Footprint , 1768 Sq. Ft. 29.4% 6 9 / ~ /_ Al cl C f R stripe parking spaces as shown. original condition at the Contractor'5 expense. 1 i Building .... 1 1 1 1\ 1 complete the proposed work and shall comply with all local 26 5737 -J<3*---15'-oil 1 1 1 Commercial 3. The tortraotor shall obtain all ndoessary permits to 0 1 / 11 1 1\1 J state and federal regulations. HardsurfaÂ¢e 2750 Sq. Ft. 45.7% 4Â§ U h 1 ~ 91-0.x 231-0. 1 821: 5 Upper Fin. rl. = 100-0. I 9 I 1 1 1 4 1 Lower Fin. Fl. = 09'-0" 4. All materials Â¢ construction shall be completed in accordance / /1/ 2= 1 -4.----1 1 Ii-1 1 Landscape 1496 Sq. Ft. 24.9% 1/ Asphall~ m f I w/ Town of Estes Park and current U.B.O. 1 On-Street parking to be stripeÂ©/7 , 9145.91-0. / 1 1 per Town Standards. , 4-14,--Â·- ~I- f I t' 3/ 5. Contractor to verifg drainage away from building w/ Finish g, 1-IC< / 1 floor elevation. 3' Valley Gutter gnloddirg) 47 1 '- 79 i '3>-- Provide disabled parking markings and 6. This site is not on any known floodplair disabled parking sign @ height of no lese / 1 1 - 1 -<>Pbut>\ 4/ pavement level. Site Legend than 42" Â¢ ro more than 72" above Conneut Plew 14 Water Ling to ~isting 1110 ~ \~ 4--7 + 9 i *P*gitimz water service at existing stop box. - To existing (2) 0"0 Water Main ling- 1 Mote: Exterior lighting shall bc minimized ard comply 1 i 4 .iLÂ» 7 7.7Â¥1 & d--1- . go'-4" rA ' 6 l--_-Lâ‚¬Â·EÂ·-9-Eâ‚¬> _. ~4 ~ 1 with EV[)0 7.9. --------- Existing Oontours TO'-0" Wide private access and . Flow Ling Prainage 4" Concrete Sidewalk w/ 6x6 W.W.F. , , easement. - - - Setback 444~_ei_-** 24 - 94' 1.0.6/99'=910P .1001-10 Mew Gontours LIk 99 -t- 1 1 0% S 4-,oublic utility drairage and cave over 40 gravel. 11-On 1 1 -4- Of .1/ 93303>,/.42 (Field-YE*./.4 1 589'14'00"5 01.90 I.I-- Property Line #4 Bar cont. horz top Â¢ bot ~ 1 (770 9/3/9 A \/95 66(f f (Field Ve*Fy) Lot "2" P -Max. 60 high trash enclosure. - - - Easement or 12.0.14 b 4 Garbage containers shall be 4 125'-0â€ž Existing Spot Elevation 2" Asphalt Paving w/0" 'GH' Zonc 1- # c q r val# To Mcw Trareforrner ~ of road base , - W - Water Supply animal proof. SM '1 - 6- 1 % Das Supply TOWN OF ESTES PARK 04- 0 37 0 5 APPROVED DENSITY GALCULATION OFF STREET PABI<1116 REQUIRED FLOOR AIREA RATIO - SS- 4" 0.1. Sanitary Sewer Bui!dina Department It lands in floodplain Total off street parking required t = 7 Allowed Fbor Arda Ratio - 0.62Â©Ett-- D ate 1.1197 f - P - Underground Power Â¢ Telephone Proposed Floor Area Ratio ~ -*di;:Ading Oft,(Duit (To Existing Power Pole) Mo lands above blue line Mo lands in public 12.0.W e Enclosed standard parking provided = 4 Gross Lot S.F. = 6014 x .5 FAIR . 3007 9.r. Allowed - - 4" + Footing Drain to Daylight CD Unenclosed angled parking provided =3 Emploges Nousing , 600 5.7. ~ Electric Meter, Disconnect It ground lease | m Handicaped parking provided = 1 = 300-7 S.F. Total Allowed 11222>*t>tl Dry-laid Stone Retaining Wail Total off Street parking provided . 8 Pict Land Area , 6014 94 Ft Emplo:gec 1-lousing Â¢ Meetl. , -799 5.F. ~ | Mew Asphalt Drive PIct Density = 6014 S.F./6000 S.F. Min- Lot Area = 1.002 Other Building Floor Area = 2050 S.r. 0 Utility Pole , Total Gross Building Floor Area . 3-75-7 S.F. Existing Trees F G Less than Max. Allowed O Found Monumentation ~a Sidewalk Detail . J gh Site Plan Parcel # 2531470001 ( 21,/ sca,m 1" - 1'-0" 0000 Measured or Calculated Dimersiots AIPLAN TWB 03Â·-07-03 0:35 4210/ Scale 1" - 1040" Pbrth March 4.2002 - - _ _ _ _ 6 2002 TY' BEÂ« ARCHIECTQ t, One Way * ALL CONSTRUCTION SHALL COKORM TO WRENT MFORM BULDNG CODE General Notes ARD All OTER APPLICABLE CODES. ' DO NOT SCALE DRAWNGS FOR DrENSIOIâ‚¬. 1. Provide blocking In walls as required for casework, shelves, 13. Provide sound insulation 3 1/2" F. 3. batts between Floors 20. Subcontractor to verifg existing conditions Â¢ review discrepancies 27. Domply with fire-resistive stardards 85 outlined in chapter 7 of the 35. The Gantrastor shall be responsible For the locations Â¢ equipment etc. at master bedroom walls Â¢ at all bathroom walls. or inconsistamics of mitc Â¢ existing building conditions or drawirgs U.B.O. Mote special treatments of penetrations at fire-resistive protection of all existing utilities shown all existing with Architect prior to commencing construction. Otherwise begrning assemblie shall have an "F" - rating and "T" - rating complwin@ w/ U.8.6. utilities not shown on these plarA Â¢ all proposed utilities. r -23 -0 4 2. All interior walls shall be Framed to structure above. 14. Provide (1) eric escape window for each bedroom of 5.7 sq. ft. of work indicates acceptarice bg â‚¬he subcontractor. standard 7.1 depending on their locations, sizes ard combusâ‚¬ibititw The existing utilities shown have been plotted from available of alear open area. Min. width is 20; Min. height is 24", operable information. Contractor 5hall corrtact representatives Â· from 3- All roof penetrations shall be completed prior to roof installation with Finish sill 44" max. above Floor. 21. All Fire assemblies per U.8.0. 1997. Provide fire safing tgpical at all 20. Dimervioe are typically to Face of masorry or concrete and face the respective utility companies to have: all of their utilities ard scaled watertight. Coordinate locations of all vents, bath mechanical Â¢ electrical penetrations through (1) hour fire assemblies of Framing member, unless otherwise noted. Â¢ facilities located prior to construction. All exis'ting utility Uuu-/4 exhausts not to be located in valleys or on ridges 15. Tempered glass is required when glazing is within 5 foot of a tub tgpical at garage ceilings Â¢ shaft walls, and demising walls. line locations must be verified bg the Contractor. It is the bottom, wiâ‚¬hin 2 foot of a doorwa, within le inches of Finished 29. Glearrup of rubbish Â¢ debris resulting Frun demolition Â¢ work shall plans' intent to show all existing utilities. However, it shall 4- Provide ice and water shield membrane typical at all vallegs floor and over 9 square Feet in size or in the enclosing walls of 22. Contractor shall take all neessary precautionary measures to protect be collected regularly Prom project site Â¢ legally disposed of. be the Contractor's respo~bility to satisfg himself that all and 5'-0" up all roof cave lines. stairwag landings the public and adjacent properties Prom damage throughout construction. Â· existing utilities, whether shown an these plans or not have Jobsite safet]Â£1 shall be the sole responsibility of each subcontractor. 30. And decoration used shall be non-combustible or Flame-proof ed in been properly located. , 5- Owner shall provide fixtures ard equipment riot specified on 16. A minirrun 36 inch deep landing is required at main entry level an approved rnanner. Ourtaire, drapes, masking seat upholstrS Â·4 drawings. Gontractor shall provide electrioal anal plumbing doors, full width of door and not more than 0 inches lower than 23. Each d*tradu:)r shall verify all dimensions and conditions at the jobsite. wall coverings, ect. need to be certified per governing corie. 36. All utiltiw lines shall be installed in accomance w/ Town of rough-ins as required by applicable codes. Contractor shall the floor level. Other exits/ entrances mag have maximum of If dimensional discrepancies occur, or conditions not covered or as indicated Estes Park Utilities Â¢ district stardard specifications. install fixtures and equipment according to mfgrb recorrm. - (1) step with 12" rrn. on the drawings are encolrrtered, Contractor shall notify Architect For direction 31. All duct penctrations through Fire walls and rated ceiling assemblies FÂ·. coordinate w/ Owner. All qlazinq shall conform to Federal glazing regulations and prior to commencing that portion of the work in sush time as not to delad work. shall reapre fire dampers Â¢ must comply with 1997 U.5.6. for fire 37, Contractor to verify drainage awag from building w/ Finish 1997 U.*. Dimensions are typically to Face of masonry or concrete and face of framing smoke dampers. All other penetrations shall riot exceed the allow- Floor elevation. r 6. Shelving cabinets and countertops shall be selected bM Owner, 17. Provide attic access 22"x 30 with 30" minimum clear head room member, unless otherwise noted. able area and shall be aealed with an approved FirÂ·e scalant. 30. Plo Floodplain, wildfirre, slope or geologic hazards exist on this site. provided and installed by Contractor as shown on drawings. above opening. 24. All components, equipment, etc. shall be installcd per manuFacturer's written 32. Provide arcessibility complying with the Americans with Disabilities 7. Provide min. of 30" of fr'ost depth protection For all Footings. Â· in*uctions Â¢ recommendations. Act "ADA' ard all local and sfate acc=ssibility codes. Id. Electrically wired smokc detectors, with a battery backup, shall be installed on eash story, basement and sleeping room. Smoke a. slope all grades away from building to provide positive drainage 25. Building address nlrnbers to be provided on the front of the building. Said 33. Contractors are responsible for all materials Â¢ quanties shown in .-- (1) detector and egress windows are required in rooms with clothes n~rnbers shall be a min. of 12" high with 1" wide strokes constrasting w/ these draA/ings graphically as well as those called for bg note. TJ .2 9. Provide all new plumbim fixtures, unless noted otherwise. Verify GIOSÂ¢t. their backgrolrd. 4 colorÂ· and manuf. with 00vrer. 19. Wose bibbs shall be protected by a backflow prevention device. 26. Written Â¢ indicated dimensions take precedence over scaled .- 34. Contractor to apply for seperate sign permit. 6- 10. All appliances will be supplied by Owner, built-irs will be installed dimensions. Motify Architect if additional dimensions or ~ by contractor. information are required to complete the work. 11. All footing drairs shall drain to daglight m 12. Provide asphaltic damproofing typ. all concrete walls below grade. Energy Analysis U 1- 77 A9-- 7 7 1. Frame walls shall have min. of B-19 irEulation. 52'-0" --1 2. ratidation walls shall have a min. of B-5 ir,lation for the top 30" min. E m y . 21'-6" 9'-0" u 21'-6" 3 Boofs shall have a min. of 12-30 insulation. allf 111-11411 5-714" 311".1 4'-6" 1~ 4'-6" 1â‚¬39 01-74. 10'-24" ~ 11-9. U /0. LW 393"x 14" TS Cobm w/ 15"*4"*0' top Â¢ bot. plate, - 3"xyx)* TS Column w/ 4'*4"4" top Â¢ bot. plate, 715"~ ~ 21'-11 41 prime Â¢ paint on 124 x 42" 1 1 1 prime Â¢ paint on 124 x 42" 1 corurete pier, tgpical - concrete pier, typical ~~ Ling of Deck Above'- 1,41 --- 1 --lk ///-- Concrete Apron ,\ c 61'fr Concrete Apron \ LI 1- C 1 1. 1 1 16'-0"x d'-0" 01-1. Insulated 1 1 Garage Door w/ Electric \.X ..14. 1 Opener Â¢ (2) remotes. De 9 t r--4/9-------- -7----------p---0---1 -1- S E !1 0 0 K W~v 6. 0 3 <' 6,Â£ 1 - B T'A 0 - -------- ------------------------------ -- -12 f W !0 1 I r.i 61-121 7 /2\ ,1 - i < 0 L.U L) -1 1/ N 29 -i In f w A AL 1 /2 - IJ - /1 4 .N-/t.1 - // N--/ N~~ )L- 14 IL 1 1.i 1 11 lilli 1 1 7 Storage ; 1/ ' '3 --- 1611 f - - 1 t - 7 lill i (9'-0"x 26'-6") -Il" 13 4 lilli -X -: 4" S.0.6. concrete slab (above) 1 - 1% w/ 6"x 6" 10/10 W.IN.F. and 1 1% 81 1 fit>errnesh over min- of 9 gravel L --- ._~__ (Sealed concrete ) ~ 1 Beam Above Beam A,ove 1 13 lili 1 1 1 1 1 1 i i Bag (1) Bag (2) 1, 1 1 (20'-6"x 3360") 335"11- 21-34' 4-34" 4'-44" 34"- 4'-414" 345 2'-314" g34' (20'-6"x 33'-0") 1 1 4" 5.0.6. corcrete slab (above) - th - 41' 6.0.6. concrete slab (above) i I TW Beck w/ 64 e 10/10 W.W.F. and w/ 6"x 6" 10/10 1-1.W.F. and Fibermesh over min. of 4" gravel fibermesh over min of 4" gravel 1 Architects (Sealed concrete) (Sealcd concrete) Furr down ceiling w/2x45 8 16" 1 (1) LaYer each side, total ofÂ· ut- -9 6 1 - Furr down ceiling w/2*4'3 2 16" o.c. for Mech. supply Â¢ return ducts. P ~26% 17~12FLA-MerÂ·. Verifu size w/licah. contractor. Veri size w/Flech, contractor. (1) Layer eash side. total of | 0.Â©' For Mech. supply Â¢ return ducts. 3, Architecture, ~a~rt~~2e~)meah. tvorn walls. + 7 d + - (2) 11, 5/6" type IX' rF. bd. ~/~ PrCNe (21 la N~e of 1/2" type 'x' ~ ~ Planning, & C.M. E-3. 0 0 ~t~ 1~ ~~. ~~walls. At 130 E Riverside Drive gyp. bd. per 12-200 asMmblld E-2, k fr) G --'I 1 Estes Park, 2, 21-,4 3* : ,/ il (1 Wour rated) for' upstairs Employee Apt. P.O. Box 57 k 1 Mech. Colorado 80517 Employee Apt 9 1 1 Gas Phone: (970) 586-3913 Furnance 1 \ / in ~ \ SHEM PTLE, lit Fax: (970) 586-4211 lill P i- r /,L / /) /4 j 1 1 LOWER LEVEL FLOOR PLAM Beam Above -1- 1 - 1 1 1 - hi# - 515 - . Beam Above 31-0"x 6'-a" 3"77-Z'73â€¢ m 11 . 1 A 0229-A2 TWB 01-20-04 16:18 1 1 1 \ 8.12. - -All 1 [-1,0. SEEET NO 1 - 12.Ft. / 10" 15 \ 1. 11 Provide Ceiling hling /WA ~Ap,i~:0~ ~2 1 1 I unit heater For Bag 1 45/ A2 1 1 1 1 1 irÂ·, 1 \ 9 ---------------1 1 1 BUILDING AREAS: or lo t 6 | li/it b i ' 1 6 Mew Building: tti~*------------- --1 Loft Level = 167 Sal. Ft Main Level = 1865 Sq. Ft DATE, Lower Level = 1696 54 Ft JAPUABY 6, 2003 1 50 x 36Â· grab bar Lower Level Emp. Mech. . 29 Sq. Ft. Provide shelf above sink / behind toilet 1 55"+ for 10 aal. Clec. water / x 45" grab bar @ side Total . 3757 Sq. rt REVSIONS: heater, typ. of (2) - - 1-16. toilet typ. w/ 5'-0" x 54-0" clear Floor space. A MAR. 4,2003 Main Level: Office = 1095 Sq. rt. Employee Apartment - 799 Sq. Ft A JAM. 20,2004 (770 sf + 29 sf Lower Mech.) --0 n Lower Level: Â¥90?, 00!44/ Bay (1) 721 Sq. Ft :f tÂ·Â· s. i 1.7~ -0 Â·I Bay (2) = 721 Sq. Ft. 4 E149 Storage + Mech . 254 54 Ft 17'-114' 3* 6'-11" 6'-11" 3*A 17'-114' , i IV /A , Al /P-~ f 320 (nic Employee Mech) , /1/' 1 1 t Deck (Officz) = 197 Sal. Mt. /950-0 f ? /sh Lower Level Floor Plan 4 * (Apartme ) 50 94 Ft . .6 2,>}743274. 8.--fl-/ / 7 0- Porch (Office) . 36 64 Ft /â‚¬4;y--4991 j -27 - nt*/ \ 7 l \48/ Scale: 1/4" - 1'-00 Plan Morth 0 2003 TW BECK ARCHTECTS L 1-7 U Cl UOIBAÂ¥ 1323V ZL9O8 opeJOIOD '>lied salsl 1-3*.24 1. Provide boG<ing in v,alls as reglired For cascwork shelves, 13. Pro,Ide eound insulatic equip'nerft, etc. at ,naster Jedroorn wk 2. A irterior walls shall bc Franed to stracturs above. 14. Pro. ide 1 3 one escape Of clear oven area. Mi 3, Al rect penctrations 3,ha l be complated prkr to roof letalkioi with finiah sill 440 ma ard .Mated watertioht Coord nate Iccatiors of al vents, bath exhausts na: to 96 locatect Iii valle:, oÂ· on ric*s. 15. Tampered glass 15 reÂ·c bot:on, witr,ir 2 fcot 4Â· Provide las an; water shiÂ¢:Ici membrale bgpic:al at a I valle, F ocr and 0,6, 9 37#1 ad !5'-9' up all rÂ·ocl: eave lines- stairway la'dirga. 5. Owne:r sh,Ell pr,yvi:le: fixtl.res anÂ¢~ ecpipfrent rot specified on 16. A m nimum 36 inch ciaÂ¢ drawings. Contractor shall provide electrloal and plumbing doo-4 full width of do rough-[Ps as required by applicable codes Soltractor shall the floor leve . Other , install fixt:urse ard =quipment acarding to Frfgr's recornm. - (1) step with 12' rul scorâ€¢jinate v./ a,ner. All olazinq shall corforr 1997 u.8-0. 6. Shaking, catine:* aid count=rtops stall be =le:cted t,4 0â€¢'ner, 17. Pnovide iatti<; aGee:Bs i prov decl .ard installed bg Oontractor as shov,n on drawinga above opering. 7. Provide min. of 3,7' of frost depth protection for all footines 16. Electr cally wired unc,k be install= 03 each s d. Slope. all grades away from blitcling to provicle pceitive drainage detector and egress v 9. Provide all new pim+bina fi,tures~ untess noted otherwl:se. Verig 610Ect color ard neut with OÂ¢vrEr. 19 Hose bil:49* snall be p 10. All app ia,wws will 55 suppl ed bd OwlerÂ·, built-ila will be installed by cer,tractor. 11. All footing d-aire stall drain t, clagligÂ·rt 12. Provide asphattk cia'nprâ‚¬of ng tjp. all con:reta walle tclow graÂ¢E 0.7, 11, 34<3"x.4* TS C.olumn w/ W*41,0. top t bet- to#x. , r 7 JIM--\ prime Â¢ pait or 124 x 42' consrete pier, typicÂ·al ---p~ _!re of C 1 - 1 -Â· -19) 11 4 16'-0.-< duo Garage Doot Openc:r Â¢ 42 1 1 9 419/ 1 1 3'-kx 6'-5. 13 --0 1 1 -- Â· A 1 - f 1 #l d __1 - - 1 1 1 1 1 1 1 1 1 1 1 1 Firr dow,1 ceiling w/2,43 Q 16" 1 I o.c. Â·~or Mech. supp g Â¢ Aturn ducts. ~ l Vcrif d 51Z.e 0,/Me:ch. corr:rader. Provi:le (2) avers cf 1/2' tgp= 'x' 1 | FÂ· bc'. per IKER-200 assembly E-2 ~ 1 Or Upstairs c~fied 941 1 1 \\44 \ 11\ %34 1 4 \ 1 -9- - \- 1 1 1 1 1 1 Provide C.fillng hinc unit heater for Bae 1 1 i 1 1 6 1 b I A Lower Level Floor Plan \25/ scale:: 1/4' - 1'-00 Pim J-5* 1'-5' 26'-'9>7 ./.Â·Â·ffÂ· t./Â· .: I.: +".. I. 46 t..1. 94 .. A - . I . 1 e . -./ . . *. - I '- I ... .. .. 0 - .. -. . I .. I . + I + - 0.- . ... I . ..... .. .. I I. = .. I ... .. I -- . . 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I. - A Ch 21 .- .. ft,ti~Â·:,- -~Â·Â·~13,1 %:...P.-42*TR#Wz- .* CA SHALL RRENT E& DRAWINGS . /11.,10 u 17'-24 54'7 81 1-94'~1'-941 r-5 Jr 9 -64' 7-237 5>4 4 - Â¤ 11 r 1 Deck 4 Fixed Traps Above 0940 11 11 1: '1 M . 10 1 93. x 6 -8 91 = 11 1= -- 1 1 k Jl E 14-9 4" 311Â¤1Â· ' L* _ .Fri_*shL - 4 -- - -H -4 Alig,i */ beam below 9 N =C 0 3 25 CD = L 4 '3 - r R in Offive R [6 liks' 1 (1095 5.2.1 4 ' 1 .2513>= Caroct 7 1 4 1 1LA . = -r 7 4 Ze 1---M de Drive r1 ' 24 2 = --- En -1 - n 4 )517 16 Biser~ ':' ~ - 586-3913 VariN \ 1 QO UpÂ¢ , 15 Troadd 2 11 i-4211 1 I Allgn w/ beam below , L I. 32 AM A Wall hung H.G. sink, tgp. */(2) siolelltes 54.0. toile-1 typ -03 056 1 94 x 36" grab bar 4 6 Forch . behrd toilet, Wâ€¢ ' i - 8-0 x 4011 grab bar 2 5ide. 4 fiFo h A Provied 4.0. ascess Q - end of courter --7 4 1 1 --06Â£ -1 k Â· 11 6 003 L 11 11 11 11 Â· 0040 E- V fixed Traps ,2003 Above L_ ------ - 2 b 2003 519~. 3'-6;6" Â¤4;51Â£ 4'-64" 5 h*> n 40-6* 5Jrpâ€ž 8-&34 u.1.C 4'-0' 5 -0' 101-0. 9 4 n ' 4 f/,/U[ 7 7 4 r/Ak ,+7//e ra Main Level Floor Plan ~ 0:f 1**f ' ~)/ Scale: 1/4" - 1'-0" Plan Mortil Â© 2003 TW BECK ARCHITE(ZTS A. . Estes Park, Colorado 80517 4'-0, u 5812'J415.04:539 5'-68 3'-0' N'z'-59 3 4'-3 y' 2 37 -4' I # 1 I .,~ :.4 . .. 0 0- =. 0 . . .. I . + -I . . .. - . ... - H - I. -.. 1 . r.. . I . I -. . . 4 . . I ... . -' '/-/ S g ... .. I . I . I. ..I- I . . - - I ... , '- .. . . I -. , . d , -,1 8, 4 , 1 J, 0 .. $ - 1 - ..... . . . ... I ./ I - I -... ... .0 . ... - . I . I I . I . . . . . . 4 ... I . . . ... . I. a ... 21 Ch . - ... -. .t * I . . -' - 0 .. ' I. . 2. . . 4 . I. * A 0 - 3 .... . 0 00 . . . ... 1 A 0 -4. I \ ' 0 .. . . ' i . la '4. 1 I 0 0 . , a ... .. A...1 1 . . t . D , 1 ....:. . I '0 . D I A '11 ': 1, . . L F.11 . . 1- ... . 4.. :5 m I A.... , 21 : 0 .... Te 1 - ' . D ... .0 .... A- - 1 1 r ,Â¢ 7 A .- 1 . 2, .2, W W 'U DESIGM LIVE LOAD'S: h. E Foofs 40 REF s Basic Wind Speed 100 MPH (Exposure 61 0 51Â®mb Zore 1 n Floors @ Apartmat 40 Per Floors â‚¬ Office 75 PST BEI Decks 75 PSr a. A FOUMPATIOM DESIGN: a. Design of 1rdividual and continuous footings Is based b. on a maxinwn allowable bearing pressure of 3200 lbs. per sqpard foot (dead load pILS M Nve load), plased an ~indisturbed natural solls or compactcd stnitural All below Frost depth. c b. Soil cordltions and types shall be verified by a repreeentative of the Solls Crglneer during excavation. CAST-IM-PLACE COMORETE a. All concrete deeigÂ·1 18 based on the 'Build;rq Code d Bcqu rements for Reinforced Concrete" (ACT 310- 89/31812-091 b. All structral concrete shall have minimli 26-dat e Amproooly, 59'Grgths aD folleÂ¥Â¥0; footings woo pei; *aps on '.aae 3.500 pet o. dorcrcte s61[ 6 proportioned utilizing Type VII Gerrent. Conorette susceptible to freefing shall be For,nulated for maxirn- frost resistare in aerdance with the AOI Marua! of tonorets Practice. d. Contractor shall notify englreer of cold Joint locations prior to or ~.ring cor<retc forming. d. Cold weather and/or hot weather concreting pnxedures b. shall be provided, if GAditions warrant as =conÂ·mended in the AOl Marual of Concrete Practice- f. All exposca edges aid corners shall be charnfered 3/4'. c. g. All anchor bolts For beam md GOILrm bearing plates shall be placed with settlry templates. k & b Ave 913 4 3 4 03 03 /23\ Foundation Plan 11 \44/ Scale: 1/4â€¢ -1'-0" Plan Marth / O * ~4 BECK ARBTECTS n n no 0-0, g C > D > 01 m O 8 In th m bs-St rUB > 2- 4 t>S U-I>17J /i cno nnp ininn N ip_I qgicin u 3'.2.11-44*7-'1 4'-5Â· I. It.. i~'.2 .*Iâ‚¬U>, r .''.4 ''/ I .. AV.j..4,+D.lf ' y.. .- Jr Â·t" 4 4 '.' 4.': ' . -1,4, 'rh'.pi{:2';0~- 9%?tplttlthÂ· 11 '' t.311'jit 1'. â€¢~Â·t~j,~i;~.~ 1 . I (mitye'Â·'9"~t'Â· .1.<i~ . Â·'Â«2'2+ r ... 0 -1-4 ..m . ' I .W - ... 0 - . .. - I .. .--.... . I. - I .- . . .. - I . .. 1 . I .... I ... . ,. . ... 11 .... ... -.. - . .... . ... - . I e. 0 ... .. .- i. I ./ 2. ... . . I.Z. I . ..... . ... . I - ... I . A - .. . I . . I . I. 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I. . -- . .... .. . . I ... . . . I - B . G . " ..... .. 21 .1, . 4 , 1 .( . .0 --0 0 . . ....... :. . I .. . . 4 , P . ... . ... .. - I . C ./ ... I ./ .... ... I . , .. .. 9 .. . .. I A a a . I . .. A . -. a . .. - % . 1 - . . ... . I :, . . 4 + 43 - . . . . .. I .. ... .. . : I . i- 4 1 I - 4/ . I 80/â€¢ . . . I /0 - . .-... I .. I ..... .. .... .. . ... . 0 . /*. 0 1 . .. .. I. . A.. 0 ---- I I ... .0 . 0, ./lill" I . I .- I - .. . .. .. I - -0 - . - e- . . . 61 J I .... , a: ... C I I ./ I ... I. ... I . F .. I . . . . ../ le'.... i .. ./ I .. 6 - .- 0 - A.. . . I - - - I. . ..Â¢ . , , . . 4. . 4, 4 : - . 4 , . . .. . I. . . I i D , - 0 - .. 0 . .. 9. b ..0. 0 0 . I . I .. e . . 0. . . I . ... -. .... . 6 . 4 I - .-, A . 0 ID ' =4 4 4 .. .. .. . , 0. . 0- 1111. 1, I. - I . 0 , . .... A A ' 1 .. - . .0 . ... . . . 1 . 0 . .. . . - .. - ...i . . I . ... I . 1 1 .. . . C . . , 0. A A .. -e ... . ... . I .. A - I -Il. ' 0 - I . . ... . - C./. C:I ... 0 . . . .. I ....*. ... 0 . . e .. C.. ... 21 CLA W - 1 J. 0*KKZF#"~3"Ne,-i*,7312-â€ž.,fr:-1. S â€ž, 2 .... 1../ â€ž E . m ALL CONSTRUCTION SHALL- COBFORM TO CUENT ~FORM All.DNG CODE AK ALL OTIER APPLEABLE CODES. m Do NOT SCALE DRAWINGS 5660* u FOR DIMENSIONS. #' ' 0 31'-234, 244-937 1.4. 0 11 0 4,-7hN 21'-114. 4'-a" 0 I n. 1 1 1 -9 .j) c. if'~ | | - 3'x.3"*17 TS Oolumn w/1/2"x440" Top Â¢ bot. plate on 12"0 x ZIP f: concrete pier, tdPÂ· Mate: Prime Â¢ Paint all exposed steel, typ (1) Treated 2*0 rim board tx>Ited <f to 2*6 stud wall w/ (2) 5/8' 0 B...... botts 2 32' o.c., provide . | t hargers, tgp. @ dook jl- , 62) 4. 2*6 frame wall below - 3.*3"Â¥4" TS Column w/1/2"*4"xe -,r~ 2*6 frame wall below V- Top Â¢ bot. plate on 124 x 42' 09 concrete pier, tgp, Mate: Prime Â¢ Paint all exposed steel tgp. (1) tedar 2x10 Â· (1) Cedar 2*10 t Er- 0 ~ over 01 2%108 Over (1) 2*10'5 10*k 1 i 1 1-Li/1_ 1 19 6412*14 Steel Beam - -~-- - 2%0'5 @ 16" 0.0. 9 er? , EÂ©1 - w/ Choice DeÂ·*, Screw U 1 1-1> 1 1 ,% ilk-----ll . 1 I k---4 1 1 1111 1 1 1 (;11 1 31 |9 ~2 " MI (3) 1 3/4Ux 14" M.L H n H li " 11 1~ 43) 2112'4 (3) 1 3/4"< 14" M.L. +23 8/r -#Pl -111 -tll 11 1 - ----+ 1 -efl: 1[17rl- 111-11 PI l l-1 F l-1 ~ 1 1 1111 L i - A 211:23 - - E .0 -9 N b r" b - i -0 i - 0 0 4 \ e 1 2 1 6 1-w r*.5 51 4 6 - 0 x = LD < 8 0 0 3& 32 IN 7 7 0, -r & 3 1 Er.. - 5 - # 1/ - =06 - 5 '~ -~31 11 40" 4.L.(Al," Lever) W16xW40 Eteel Bean (dro~) i. J~W!6*14Â£-0 Steel f~Fr~ {Â£Â®op) S W12<26 Steel Beam (drop) - _ r - - 1 9 4 - 6*12 D.F. - 0// 4*14 P.r. #1 orÂ· 6*12 0.7. *1 ~~~ 5 1/0'*15. Glu,z~ â‚¬ 1.-oft Floo~ - F -r.. - - U.J T | J & Roof : 11 1 + 1 1 111, 1-1-4 Do l :r- 12<Ag' * 954 11 94 1 - Â¢3 14y ; f %8 |p-7/f ML 1% , 0 11 7/Â£3' T.J. '5 1250 Se riea) 0 16' 0.<:. tv-4~ i Â¢ \ 9 -Iii .1 iii i 1. 10 1 3 1-LV,Â·74, th- r Ul 1\ 1 1 2 9 1 Lte \46 L 1 -/ * Ze c x WlÂ«34 Steel Beam Below Roof Trusses 6 2 j - ~~*.22,1622~26 Stee BeaÂ·n ErÂ·=PL l\1 - f - - - --f - & 1 f M Â£ 0 N J -il- - -MÂ» - IN= 11 1 - n Ii== 91 - 2 / 11 7/0,1 TJ"s (250 Series) N 1 - - t X 1 1 , - - - a 16" p.c. 19, ,- /. -- Ill 1 1-1 1 2 . 2 -Icl/ (3) 2*12 String~rs - ~ ' - TW Beck W16*1~Â° Stest Bearr (c~y) i g. 4 W16Â»440 Ste z-*am (droo) \ 1 W12Â·<26 Steel Beam (drop) -- 6~<12 9.10. ~ / 4*14 D.r. *1 or 6*12 0.9. #1 .- (111 -11?:fl-Lf= [L L.T 1 T J 2 Foof -& 5 1/8"*15" Bluclam & Lopt FloorIJ' 4 Architects Iii - Architecture, h Â· leo f.9. batt . Â£ i insulation w/ -1 _ 4 - ~4'0~ )9 = Planning, & C.M. 3/0' fir plwwd _ Colorado 80517 F 3 I IF 3 4 130 E. Riverside Drive soffit typ. Estes Park, . 2 cantilever - A 61 0,2- : P,O. Box 57 k e 9 4-E 1~ lv - IZ 1 45/ - 45/ Phone: (970) 586-3913 < i Z liZ ~<,5 = Fax: (970) 586-4211 1 1 111 111 1 1 1 lilli - 1= 1119 1 1 1 1 1 1 1 1 1 1 ~ 1 1 1 1 1 ~- 6,12 D.F. SFt:ET ITILE, 1 1 1 1 1 1 1 1111 1 1 1 1 1 1 1 1 1 c 1.~ 4 1.-OVT - 0 ~ 11 'j < ~ 11 11 11 11 11 11 11-1; 1Â»41 11 11 11 r. illit 1 1 11 11 FLOOR MUMIING Forch - 022945 TE 01-07-03 13,53 646" post on 120 x 42" SEEl concrete pie:r, tgpical \ A5 ~ 3'-gy' I 5'-4 10'-0. 31'-0' 1 1 of' 10 52-00 DATE: JAMJARY 6 2003 REVBONS 1 I V i. 14929Â© f-1 /7 9',tosWIU/,1 '+ 4 / / 90 k ltd A.NAIA /1/' ./. - / â‚¬40:41 /' I 1 1 p~x-Al f. 3**ED NEÂ·12,4 / . 54 1-p Main Level Floor Framing /* Lon Level Floor Framing dv. \_0/ Goale: 1/4' , 1'-0~ ~~000/ Scale: 1/40 - 1 0-0" O 2003 TW dECK ARCHTECTS Bu!PllnEI le!3]3" GAUCI UOIEAv pUB JOUJ ZLGO8 opeloloo '>Iled .0-,tâ‚¬ It 7/2 TJ! s (250 SeÂ· .Q/L It (Z) â€¢ ALL CONSTRUCTION SHALL- '2 3:.. CON:ORM TO CURENT l.~FORM BULDNG CODE AND ALL OTHER APPLICABLE CODES. AM/.4 â€¢ DO NOT SCALE DRAWNGS FOR 01'ENSION& k - 'A t..-0 1 -it j' N 00 C 05 0 h , 72â‚¬ ~7-- . r m cE 7 7 on 52'-0" / lilli. rom 4'-01' 17'-247 101 -0. 24-9h c '8 4 -8 U I U .U 2'-0" 10'-O. 7-234' 5'-0" 5'-0" 24'-9 W 1'-0"n â€žSouth only 40 C 2 0 6.- Uro Tyr (10) /8 Â» 1 16.-9- E m -5 Â» 0 - 6-(,0-12 0 0 A U < M C 1 0* 1 <EL Slope if, g J -3- 1-0 O- --*I- || | ~ (|3) 2*12'~ | ~ ~ ~3) 2,12'~ | 1 ~ ~ Slope 1 4 (21 2>IP's (2) 242's (2) 2112' 9* 4-- 11 X N 1- N 1- | g \ 8/12 3 3 0/12 / 2 : 4--4 -0-2---1- ... - --2 ...- 1 L* - - L~-____ ~ ~ 1~ C 02 0 4 N (31 Ext=71? 92) 1 3/4"*9 ''/2' Mier'elam 2xas 2 24. D.c. 3 L 1 _ _ --A .114 =g* 4!9/ a b 8= +0\ A 'E - ~56 1 /1 â€žA C 4 4 -Al .* 011 '04 B \ r- - -- - k /~241 b 7 41 A 11 7 -. -e-44 -- J * -'671 3/ .<11 /6. liy --T 1 Â·9 b 6xl 2 D.F. i - ~ .1:50 &11 I'.L'LIELL-*L 4*14 D.- #1 3[6*12 c.r. *1 -TTA 1 ---72) 2*6'7""'-**71- GEzx~,---0 7 439' : Â° If:'~'. r 4 - 11-7/0, TJI's 250 Series ' / 6/12 4 0 0/12 \ 2 24" aG. /6.-40"MIX. - \ sepe E & sepe 2 ,~.-1~ A -- 1 g 1 1 ./0 NU A 29 -- K E- U g '24/ Ck- 112,Â« # a j /0> 1 (1 1-P--Â¢P, t / ./ --741. 51,1- 112, 2/ -m 2 05/12 0 1(1, 1. 4.-4 y K TW Beck 5 1,10"xte Sluelam Ridge EÂ·earn Oolt. 1 G T /61 WI14*34 ~tect E-eam Below lacce Truss.=5 6 2 - - 1 - - M - j-W I 1 - 4 A ArcNtects L 1 IR\Â® 1 40â‚¬>t 34.L ~ Architecture, a NIU NIU \ el 91 =16% lcD \3 - - Planning, & C.M. ,1.*fk Â· iÂ«-4 7-ND L f.1 130 E. Riverside Drive %90. NO 46* - 1 8 0 -/7 F 5 - - P.O. Box 57 . 6 &161\31 e / ..-Er: / OAZE 7 & 0/12 \: 4%, fi ~1 7 4/ ,_ \ 5'Â°pe & 79 Stops /_21~ V Fl - - Colorado 80517 Phone: (970) 586-3913 Estes Park, 1114/ | ~6*12 ~.F. #1 ~ , 1.u. - - Fax: (970) 586-4211 ~ 1-7 1 -1/ 4%14 Dr. #1 (2) 2><6's - 4 1 // (2) 2%6's .,\. - - 1 1 14 1 T(TI Lal-- 6*12 [).r. ~-~ u preng. 1200f Attic Trusses (w/raised hel) @ 24' o.c. f gtt! TWTLE, - * N 6 FOOF' mAMING N PLAM - /-11-7/0' TJI'5 250 Series * 11-7/6â€¢ TJI'# 250 Series 0 24" o.c, \ . \ 2 24. 0.0. Â· (1) 1 37Â»11 y/0" M ./ -- Fle 0229-A6 TWB 01-07-031444 N 32 0 Oi SkEET NO. - ty fl --6% 2 V -7 \37 W - ~ o.r. Â¥ 8 jj 8/12 2 4 0/12 \ (3) 2%12.3 - --TZ.r ' ~' / 0 1(3) 2*12's ~4 (31 2112's | ~ N h- - / N j 61~pa-6%4-,4991 1 liN 7 \/ 6/\21 4 \ 0/12 \ 9 * N 1- (3) 2%12's Nx - Or 10 3 4 4 - tr L - DATE JAPUABY 6, 2003 REWSIONS 1 ./ 4'-0" 3'-0" 2-0" 500' 5'-0" 12'-4. 5'-55 2-1 13'40 Wl 3'-10)4' 2-0' 5'-6' 1'--0â€¢--~ 2~uth only ., ~11 7 n 9 " Â¥ â€¢ 9 9 9 " :474â‚¬1 TYP Shaded area indlcatc5 2*6 Q 24' 0.6. overframing - $ I Â·: : .Gi tgpical 1 1--th +Ila f-ta 2*10 Oedar fascia tgpical /,/liffMi44~~ A Â°*â€¢ 'C. I ' A~Â°bU ju A im 1 hy. 81 I / AP - I \111 vr- #.. 7, .5. A Roof Framing Plan ~ ~49/ scal= 1/4" - 1'-0" Plan Ilorth O 2003 <W/BEa< A6rrECTS 3 A b "4 . Â£ 2'xe outlookers @24Â» 0.6.0 :i,p L.) 2xljs (2} 2%12% 12) _374â€¢*11 7/0' 4.44 â‚¬Â¢4 4 3 3 A. U , ., I , r.vj U:TE, 41* Nrf; ./.?Ult Â¢7. 4.:NbtlÂ·*Â·3'v'Â·j.:.tikc .9,. 4'~ 4/i~ 4 ~-J*4â‚¬Â·i-t;'~~ 'C. .Â¢tÂ·.4 Â«,4.;Y'Â·t>r'.*"jy'*321Â·CLÂ·.}4.'4~ ~'94Â·~+ ~~>:; *'>M '44212,i. 4tft'-~ , 2 Â·vr~.71~~43Mf to-v*,v*4,4*#'' it~'~tf.,A ~. 414'Â·--' r t.. Thtl bÂ·Â·y<-:Ap..*... fr' 127.1 Â· .Â·M ' Â·".~- -. ..14'.*:Al" â€žlt d:14'94Â©Â·4444 ' 1944'44, 1 I K ,â‚¬: 42..42 7- 1, 1 -4 = 1 0. 1 0 a eh . - = 1. 8 .- t. 9;61, fu flri. ..23: 1 *4/ a Â· .... + I. 01 -1/ tt...2 M ..r , 0 - ag â‚¬ t, S. ./ G .. 4- 0 4 '1% . . 7 -.. .. 4 - I . . . 8. . I . .. .. -- . 111 .. . 11 e . . . I .. 4 . . . 0 - A . 4 .. 21 LIA . 0 I . . . f .. J J.I- S * A - .- 1 11 ../ 0 .* - ... - a 0 , 1 . I . .... I . 1 . . . . 0. . A .. A ... . . : e . 0.1 ) - .. .. :4,4 .. 0 - - 11 1 . II 11 1111,0, A ... .. .... .. . A- - 0, 0''A 1 1 A A:~, 9 . I- 0. . -. .. C 2- ..... 'T Â· . . . a .141,. 1 44- 4 . 1 *trt,:19,"m,Fli r ./ 6'44 .44 Â· I : * ALL CONSTRUCTION SHALL CONFORM TO CURRENT INFORM BULDING CODE 4< 3 - AND ALL 01}ER APPLICABLE CODES. * DO NOT SCALE DRAWINGS FOR OMENSIONS J 300# Asphalt shingles over 30# felt on 5/0" exterior plywood sheathina crl prerg, 1431~ L.oft Bearing Wt <A Attic trusses @ 24- o.c. w/ -r/\l/\- 115'-2, W 642.5 clips, typ. ard !2-30 : batt insulatton J /- ~1 / 2'-0" r M 2*10 kdar Fascia, stained, typ 12 - Typ Synthetic Stucdo E.I.F.5. over ~ over tuvek' stucco wrap 142Â« Scaring WE. $ - over 1/2" 0.5.8. sheathing on 0-0 2,6 stud wall 2 16" o.c. w/ U 2 8-19 f.g. batt ireulati<on 109'-3* 7 1 1 -0' South Sevatior 4-, IN nsul. Vinyl wirdows - 1'. - a -1 1 . \ O LO Stucco accent belly band- \ \\\\ \\\-i<.1/ /.-\-kkr~- - ~ / -L \ /-140 / \ CO \ / \ .e 4Â©Â·;4 ~ ~ N ~- -- -- --- - ----- - -r 9--1 Mi--.-1 1 11 Jt 0 Existing 6rade - 1 ro N Pie Main mnish Floor 6- 4 100.-OÂ· $ --, 1/ NÂ»///-- to col. Â¢ beam tgp. (4) locations 3'*3504' TS Bracc4 weld Prime Â¢ Paint 1-ardscaping ,- Timber Wall . -- - - 343'xj~ TS posts / \ T 0 124 * 420 concrete 1 \ , pier. Prime Â¢ Paint /\ 0 0 U M fl_____ ---------- - -- ---- ----*-4---------------------------- ------ 93'-------- 3 fo a_ 1 0 / LfLI Lj'LI T.O. Stab . 0 ... :..3 -. 4 1 1 1, 80-0 izri.1 @ Batk 1 1 11 Fl Fl r'~1 ~ _ ~ 1 1 . ~~ LE me rL_________-________________________-1 F-------------------------1 h a East Elevation . Â·F/,. O ~ Scale: 1/40 - 10-0. A :Al ' ..2 - 300# Asphalt shinglcs over 30# Felt on 5/# exterior piywood sheathinG on preng Attlc trusses 2 24" o.c. w/ 42.5 clips, typ. and R-30 - 2%10 Cedar Fasola stained typ TW Beck Architects Architecture, Planning, & C.M. 130 E. Riverside Drive 12 Loft Bearing Wt ,4 P.O. Box 57 ./ or- 115'-2' ' Estes Park, Colorado 80517 Phone: (970) 586-3913 1 Fax: (970) 586-4211 TOWN APPROVED SHEET TITLE PLANS & SPECIFICATIONS ELEVATIOMS Bearing 1-It.,b TO BE ON SITE 109'-314â€¢ g AND AVAILABLE FOR hetic; Stuao r.1.r.S. over all INSÂ°!:CTI[INS - Glassblock window - 372Â·tuvek' stucco wrap. over 1/24 0.6.8. sheathIng on f ~ 0229-Aa TWB 03-06-03 1024 2*6 stid wall 9 16' 0.6. w/ SHEET NO, R-19 f.9 batt nsulation .1 Â»527 -- --- A8 Stusco accerft belly band TOWN OF ESTES PARK or 10 .... IMain Minish Moor 4 --------1 -7 AN** 100-0, 9 APPROVED GiaEst,lock winslow By _7_81[ .Jate 3-12:03 DA1E Building Deoartn,Ant Bt:'lding Official JAIiIABY 6, 2003 30*3507 TS posts an 12"0 x 42" concrete 7--- 1 - i-I- ---- -__ pier. Prime Â¢ Paint ---- REVISIONS 1 ~ MAR. 4,2003 1 -- Existing Grade 94 - 2.0003 &~> s 1 , *931-61 - Â¢-i'.1 9,2..' : . K O.83 1-*f d- . 44:kit - .1.-1-5.ft,11- 1 r ~;4-2296 1 L----______-_-________ _________________---3 1 -\L 1 , Bid i .tpljo 1 1. 1 - Top of O' cor,Grete walt r LJ 7 1 1 - 1-andscaping Timber Wall L_J L-J at property lire, riot shown w/ (4) Cleo. meters CAA South Elevation #fiq AROF#V Re#024 I! 57, ~ Scale: 1/40 - 1'-O" , (2%01 -~ "*ras/ 3 - 20'-69 3 UOIBAÂ¥ pUE 2!320Â¥ 10 n8 le!3]@lull]03 M=PWR#'R+7,817&~5 ' ALL CONSTRUCTION SHALL COAFORM TO Cleâ‚¬NT ~FORM Bl,WING CODE APPLICASLE CODES. AND ALL OTHER ' DO NOT SCALE DRAWNGS FOR 009ENSIONS (4:fs 7-t*I,v b Sh. , 4 M.* 4 .MaKÂ· 9 4 Â» - 2*6 "Cholce Deck U - rail Gap. N. 1 1 = T ,< : - 3/0"+ x 31/7 fLE:r lag bolts Q each post. 2*4 Reckood --4- ~ I.*--.- i.- top rail. ballasters. 1 2*2 'Ohoice Deck' 33 ' 2x6 'Ohoice Peck' 7 31 0 9/ screw attach 1-oft Bearing 1-It ~ N / 115'-2* v bottom rail r- 2*6 Redwood a) ih Gificke - 1 ..-r-/.9.- - --- (1) 1-3/4"xil-7/0' ML - (2) 3/64 x 31/2 JP 2 l / lag bolts @ ~ h _ / each post 3/4" p'E~ood flooring over A I 11 7/3 1 Jrs @ 16" o.c. w/ 4> 1 ,â€¢5/ 9.-,9 4. bae \reu\atton ~Eq~ - -* t-- F - - r-- 4 C If) - 1-oft FiRIsh Floor * 6 ............ 1 T.O. Deck. -â€ž (10 00 C '9 -0 0 A'71919*96 109'-134â€¢ rl Gluctan (Fac: rloor rrarnin~) 11 M 991- 11 j./ - 4 0 WI *1 A = 'lf.t: 'Al ~ 43 (t) 2*10 Rim Joist "Â¤ '4. 11 0 th + (1) 2x10 Cedar ' ~Â¤ files Gorp. 0 2 - Joist hangers Q R 1 ~ rim joists, smooth side out - 1.. (3) 2*12 Strinqers w/ E- each JoisE (typ.) 1x treads Â¢ rTsers. M E 1 2*0 joists 9 16" 0.0 5/0' tgpe 'x' gyp bd. 2:0 treated plate w/ 1/2" through bolts @ 32' ac. . Main Finish Floor. C -JIL # stfqer side to side w/ 2)<0 blocking cont., tgp. - -rh7+ - 3/4. Pluwood flooring over 100'-0, 9, ~ W12*14 9tdel Beam 1Â£ 6- 2*61,dIng framing 1 lili 3%<3'xi/4" TS Column w/ 4"xd'xi/2" 3/4" pluwood AP.A rated Exp. 1 top Â¢ bot. plates. Base plate 0- over 11 7/0" T.J.I.'e (250 Series) to have (2) 5/0'0 x l!Â£ anchor 7- 4 9 16" 0.6. w/ 3 Wr r.6. urfaced luul bolts, tgPÂ· 20 sound batts. Installed in corformance (D to report number tâ‚¬12-200, part 3.5.2 , On 12'x42' conorete pier, verify ~- \oction wi deck Framirg 4 ~ , for a (1) hour ceiling/ floor assembly 1% 1 bearing elevation $ LE - Provide solid blocking in floor framing @ stair stringers, tgp. a Stair Section /Eh Deck Section \42/ Scale: 1/4. = 1'-0" 42/ scale: 10 - 1,-00 Mc>te: Lora-vent' cont. ridge vent Provide truss shop drawings for Architects review. Truss drawings to be designact and stamped by a totorado Registered Engineer. 300# Asphalt shingles over 30# fdlt on 5/0" exteria plgwood sheathing on Prerg Attic trusses @ 440 o.G. w/ 042.5 01,95, Â».ad R~ ~ ~ batt insulatior Bituthans 1~c Â¢ Water Shield tgp. 2 4-12. Extend 300# Asphatt shirgles over up sidewalls min. of 24' 30# Felt on 5/00 exterlor TW Beck typ. at! sides. 2'gwcucj sheathing on 11 -7/0' WI joists @ 24' 0.0. w/ A/1 ArcNtects ~42.5 clips, typ and R-30 Architecture, batt insulation ./ ~ Bidge beam (IRe: RoF Framing)1 '\ 1 Planning, & C.M. , Left Bearing Wt \1 .f Office P.O. Box 57 12 ~ 12 130 E. Riverside Drive ~ 115'02" 1 00~iz LoPt ii ~N~ Estes Park, 3/4" Plibvood flooring ovÂ¢r 2*10 Cedar Fascia Stained typ. - Attic Colorado 80517 11 -7/8,1-JI's @ 16" O.6. W' 9 0-19 4 batt insulation 1 g g . ' Phone: (970) 586-3913 Fax: (970) 586-4211 11 6luctam (Re: Floor framing) 1; F~~ ,~), Left Finish floor 9â‚¬E1 11'1LE 4 Roof Bearing Wt. 4 , 1, /4VWMWWMW#N#mmt&#NaWAW 4#w#M,lk Bearing Wt BUILDIMG Â¢ k, -1, 109-1 * 11~9*WAY#M~ . . Steel bearn (Re: Roof Fr: ming) bA*WMA)%%WWMW69-j~Â»~~'~ â€ž*9 1 109-3%7 109'-3Ji"~ STAIR SMOTIOMS Â·4< Der 79.> Wrap w/(2) lawers 0/0' t.31)6 'x' 01't bd p.-1 Â«Â« Staggered top Â¢ bet. ~ i / Conf. Files 1-1.6. 3/8' Mir plywood soffit Living , \ 1 11\ 74Â·K SHEET NO 1., stained w/ screcred vents \ Bedroom 0229-A9 TWB 01-07-03 61 ' / 2 5/8. gge. bd. on all interior / l f \ walle 4-5/0" gldp. bd. on al 72.12. 1 0'-0' 0-c. \ 5/0" 4410Â· bd. on all interiorÂ· 1-L I / ccilir'921 4112. over '~Vek' stucce wrap, 5/04 A,B. 8 16' 0.0. : - Synthetic Stucco 5.1.r.S. over Treated 2,42 1.-edger w/ / ~ ~ \ Gellinga typ PI - 9 15 23% %911317 1 / %. A, IMain Finish floor ~:_~_ -~- _-_ ~___ l walls Â¢ 5/01 gyp. bol. 0,1 all \4~ . . 2 Main Finish Floor 4 or 10 ------ A9 1 â‚¬ ------- \ TY I :-1 11 1 R-19 f.g. batt insulation ~ ~ ~,~ ~ // \ Moesrock veneer - T.J.I. Joist hargers j / % / ~ _______ ' 100'-0. - T.0.0. Wall 4 - *Â¥4#ANAW*MA#q#AA#AN#**YMMAW#AAMA#WAWA*HAW*h~ ~ IWMRAWARMWAR#W#AN*W#AMAA=~~- --~ 99'-91Â§' cl -L-~ ..1, i 1 4 100-0.7 \EtrageE rm Treated 24 2 Leclger w/ T~ - %00/1 3/4' pluwood A.P.A. rated Exp. 1 Steel beam (Re: Floor Framing)-~ ~ \ L Furr down ceiling w/2*4is @ 16' o.c. For Mech. / f Prime Â¢ Paint. 5/0"â€¢ A.B. 0 16" 0.6. / ~ ~~~~ over 1 1 7/0. T.J.I.'s (250 Series) Prime Â¢ Paint. Staggered top Â¢ bot --1 d Steel bean (Re: Floor framing) DATE 2 16" o.c. w/ 3 1/2' r.6. unfaced sound batts. Installed in conformard \\ supplg Â¢ return ducts. Verify size w Mcch// 1 JAMJARY 4 2003 / /(2) 2*6 w/ 1/2Â»â€¢ through bolts ~ , to report number PER-200, part 3.52 4 \ \ contractor. Provide (2) layers of 1/2' type 'x' / / 3'*3"*li" TS Column w/1/2"*4%<0' ~ ~ 0 32' 0.3. Stagger sides to s\de. for a (1) hour calling/ Floor assembly ~ ~~ 9913Â· lod. per INER-200 assembly E-2 Top Â¢ bot plate an 124 x 42' w.0. Â· f Â¢2~'%*JSPgF~% 72<6/~0 ;48%01 1 cÂ©rumts pier, tgp. Mate: Prime / ZL-- Steel bean (Re: Floor Framing) FZ'FC \ ~ \L {21 2*6 w/ 1/24 through bolts < Bay 2 corÂ©rete pier, typ. Mote: Prime REMSONS, Â¢ Paint all exposed steel, tljp. --~ Wrap w/(2) layers 1/2' tupe x' *p. bd. , y Oonsrete foundation wali \ \ 2 32" on. Stagger side to side. Â¢ Paint all exposed steel, typ Alternate: (2) layers 5/d' ttlpe x ----~ Â¢ (2) # 4's hotl top Â¢ bottom \ 1 L Sted beam ReÂ· rbor Frami ) w/ # 493 vertical 2 Id' o.c. min. 4 ~ Wrap w/(2) lagers 1 /2' tliper't, 949Â· bd ~ (2) layers of 1/211 type 'x' gyp. bd. C 71- (4) 44'5 corft. hort 1 *4'5 / layers of 5/6" tupe '* mal be â‚¬ a min. of tO' o.c., spaced equally Nternate: (21 lajers 5/8 type x - ~ Per 1â‚¬12-200 assembl, 152 Mote: (2) 0 (2) layers of 1/2" type 'x' gyp. bd. layers of 5/0" tupe 'x mau be used in lieu of (Zy layers 1/29 Â¥e 'x', ~ 10430' Cort Footina w/ NOTEil-- Per tER-200 aseemb\4 n note: in ~ T.0. Slab 42:'2'%2112'pECMR , ~ _ - - f-7 used in lieu of (2) layers 1/2' type 'x'. - ~ - T.O. Slab -- - i 'r F 09.-0. / - 259'-0#4 / ,~ 1 ' tljpioal â‚¬ Back I I ~1 1 1 1 1 1 1 1 â‚¬ Back / i -, . q,â€¢ 1 1 1 : 0 1 1 Â°r--1 d) '~Â¥â€¢- 0,â€¢ck. *,Ae.+g,61,>+ i /11 -- 10'*30'*30' Concrete (2) Lau,=rs 5/6* %pc 'f'gge. bd. ~ < pad w/(4) #45 2 0 o.c. L_J , -j L_J on 2<4's @ 160 0.6. w/le-11 F.a. 3 . r-1Â° A liu :4 batts, tgp. â‚¬ mech. room wal& 0/ sach way. (1 Wour rated) ' / <Iv/01980 7~g b /2\ Building Section /EA Building Section - %1'#ED ARO'~f< \42/ Scale: 1/4" â€¢ 1'-0" 42/ scale: 1/40 - 1'-0' O 20Q~~~>~71~07TECTS Bu!PlnEI lelojauju]OD ue88na 3 2!OBOV JO Jau]03 â€¢ ALL CONSTRUCTION 91AU_ Bituthy,8 Ice Â¢ Water CONFORM TO CURRENT 300# Asphalt shingles over Shield tgp. S 4-12. Exterd 12 l.â€¢FORM BULOING CODE 30# felt on 5/0' exterior plwwood sheathing on 11-7/0Â° 1 up sidewalls Min. of 24. APPLICABLE CODES TJI Joists @ 24" o.c. w/ - 5/u exp. 1 0.5.B. Sheathing ~ 300# Asphalt shingles over typ. all sides. Alâ‚¬) ALL OFER 1425 CIte, tgp. and B-30 ~ in fill Full hgt., full width. 30# felt on 5/0" exterlor 'C.ora-vent' dont. ridge vent - ' DO NOT SCALE DRAWINGS batt insulation - FOR DleENSIONS plwwood sheathing on preng Aftic trusses 2 24' 0.0- w/ , -~ LO 0% t.lin.. tur, Arkd R-3/7 Â£ Scarir, .t 109'-3Pt 2*10 Oedar fascia, stained, tqp. - 00 3/d" Fir plywood soffit C stained w/ screened vents (8 6-0* 06. - Synthetic Stucco E.I.F.S. over over 'tilvek' stucco wrap. over 1/2' 0.9.8. sheathing on J 216 stud wall 2 16' o.o. w/ 12-19 F.g. batt insulation - m ro IJ UU 5 -m t-0 1-- ro 2%03 0 16" O.G. w/ Oholce DeN<. Screw Attach -n (1) Cedar 2x10 over (2) 2*10's Un C -0 AMain Minish reor 130.8. (1) Treated 2,8 rim board bolted to 2,6 stud wall w/ (2) 5/0 + Pr~me Â¢ Pafnt 00 DO E 00 0 U lag bolts @ 32" 0.0., provide joist hangers, typ. E decl< - Steel beam (Re: Fbor Framing) - 3/4" plwwood A.P.A. rated Exp. 1 over It 7/an Tars (250 Series) 2 16' on w/ 3 1/2' r.6. unfaced eourr batts. Iretalled in gonforman= to report nunber HER-200, part 3.5.2 For a (11 hour celling/floor aremblw - H L-- T.J.1. Joist h.gers TW Beck - Treated 2*12 Lealger w/ 3'*3":04" TS Oolurrn w/1/244"xy 1 Architects Top Â¢ bot. plate on !24 x 42' / concrate per, tip. Mote: prime / Architecture, 5/04 A.B. 2 16' o.c Â¢ Paint all exposed steel, typ. -1 (2) layers of 1/2Â° type 'x' gge. bd 130 E. Riverside Drive 2*6 Treated pkke w/ 14,4 ~ Staggered top Â¢ bot Planning, & C.M 1/2" *xF anchor bolts Per PCS-200 assemblg CZ Plate: (2) P.O. Box 57 â‚¬ 40' 0.4.0 max. - Colorado 8O517 lawers of 5/0' tuoe '* maw be Estes Park, udbd in lieu oF (27 layers 1/2" type 'x'. Interior trim as selected by nreoaulk per MER-200 assembly 22 Phone: (970) 586-3913 Fax: (970) 586-4211 (4) Gas Meters - Provicle bottorn f lashing, typ. ---- Bay 1 WALL SCOTIOM Ling oF new gracie, verify min. oF 6* below top of concrete wall. Slope grade away, typ. - DETAILS 8' Donorete Foundation wall w/ # 4's vertical â‚¬ 10' o.c. min. 40 TWB 1-07-03 5: Â¢ (2) # 4's hon top Â¢ bottom S a min. of 10' 0.8., spaced equalld - AT.O. Slab A10 &47.f: r -BE10. a rwrit- Or No t&*42 Asphattia damproofing typical -4" 9.0.6. concrete slab : below grade- w/ 6%< 6" to/10 W.W.r. ard 11/2" Rigid insulation, tqpical fibermesh over min. of 4' gravel JAPUABY 6, 2003 below gracie: - 6 7.. Â·W 'I 'tÂ·4:, 10.%20. OonÂ©. footinct w. 4' perforated Mn drain min. 12* gravel cover w/ 30* felt, drain to daylight - (41 #4's cort. hort 1% *4's , â‚¬' ....$,r, 1 vertical 8 10" 0.6., provide . 1# 1 3 *id 3â‚¬-fcoifrotectic.6 j '1, f Â¥ A | ecti r 1 / -1' O 2003 TW BECK ARCHTECTS /462:. - =46*6# - ...21.:"'I/4/ Â· ~ 11Â¥ai,0,25.n, .ill*'ll"""b @Alla UOIWAV pue 4908 opejoloD 'Mied selsl ... ~V#.1.850. . ... *. I. . 0 . . . I C.. 11. A.- I . . a . . ... 1.~ -= - ......1 . 081Â¥8Â¥8*1'"11 . 11 e.. A . .1... 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'NA f, * 0 . ~~~~~0~,i~ t~like.~,.Vj&& aa --4,8~a 0, 'ii =ae,:.Â·*7741*01* 41 ~ 144&.1, 1.4/9 ~~~A~4*A~~Al. .1 - P.te: _ =12'... /&.'WI-'-I--r'.0.-34-r- a - - - 04>700,-**~ 92 __.. .1,JAil~2-84., - ~':4$40.14 * = - ~ .0*4722':it *+Xy,65#-1--- .N~ . ... -.1 - 4/' 227-E=EE--==El.&.... ~a-- - ~4Â«~/<4~ . ~0~4- 2=ma i -----. ~C~,f*,1 i=- EaE ~â‚¬~-~~â€¢~foldEEit#TE-tif O.-,4/,~c~Ea 0 1fie,4-*=2222-=r---te'#trfull - . 1 ............ ... . I .. 1 - , r ~451 -e: . .. -40~1 2 .. ... - . .~2 Â¥V/*54044 ..- - 11- . -- I. 4,h.â€¢11 - I 7-nifÂ·IPÂ· . ... ... ... I . 44*.~. I , , . 1...11111~.......1 . I ./9041-00' 9 2 ~~~-----~RQLE=Tifir ..... . AA f . - 4.,2.4.Er/-17&PET,/gi 4 -- / 00,4,01, . ' ,~ .2 . I C / =-A/~/64...-5 =23 E â€¢1.-c-Iâ€ž4/.~9.â€¢â€¢4+A-/-*l t/*Ideâ€ž4Br,0,4;14Â»3&Â¥3~ . -" ~"*"115':'it/"t"t'FC--EL--EE 90Â«Â¥Â·/Me,4<0-"'.mi~al~ -22-Er r : - *Xilii/*I~~*-7.7,65 0 . IN.:04,#â€¢tâ€¢~~fora<03 C 2.: 14,#,5/':.ta> ME-*----=1-~~-~~4~Ii/~â€¢'4 4.4,4 Igh D- 0 - O '21 . . i :7''tr<Fp#War Â·2-2 4 f.. . * ALL CONSTRUCTION SHALL ' 443 - COAFORM TO CURRENT -4Â»al. . UNFORM BULDNG CODE $;47 AND ALL OTHER APPLICABLE CODES. ' DO NOT SCALE DRAWINGS PLAMTIM6 LE6EMD LAMPSOAPE MOTES IFFIGATIOM SYSTEMI FOR DI'â‚¬NaONS. Key Botanical Mame Common Mame Size/Type Quantity turf ard plants. Design the sqstem for efficient application of water to irrigated areas with 100% 1. All trees ard shrub bcds shall be mulched with a 3" lager of organic mulch. 1. The contractor is responsible for designirq and installing an autorratic electric irrigation system For 2. Berms The contour lires are conceptuallg showing the extent and character of berms. Exact (head to head) coverage. All turf areas shall be temporarly irrigated with sprag heads. Shrub bed height ard location may vary slightly when constructed. Verify existing grades orn 25ite with required irrigation shall be a drip 535tcm or other urder mulch systern to deliver water. Design sgstern to finish grades. avoid oversprad on sialewalka drives or structures. Decidious Trees (Ganopld Trees) Planting depth in irrigated areas. fittirgs are not placed In a corepicuous location. Irrigation SistÂ¢m to comply with the requirements 3. Plant counts are estirrates only. Oontractor to bid plan. 2. Locate Point of connection ard backfbw prevention device so that above-grourd equipment ard 1. Conifers trees, set top of root ball 5' above finish grade. of local governing authority. SL Gledltsia Triacanthos Woneglocust Shademaster 2" Cal. 8Â¢8 See plan 2. Diciduous treea set top of root ball P above finish gracie. U + V inermis 4. Backfill mixture For planting pits. The folbwing amendments shall be thoroughly miyrd with the soil pipe For laterals. Instail isolation gate valves in the mainlinc to enable the system 3. For the mainline. use class 200. SDR-21 200 F>51 PVC pipe and class 160. PSI PVC proir to backfilling planting pits. to be shut clown in sections for repair. LIse quick coupler valves in logical locat loris One-third bu vaurre canadian sphagnum moss peat. to allow corivenent access to water For rraintenance. Two-thirds by volume soil excavated From the planting pit. Treble euper phosphate, 4. Provide sixteen inches (16) of cover over the mainline ard teri inches (10) of cover over laterals. Decidious Trees (Flowering Trees) Shrub pita 1 tablespoon per pit. 5. Use commercial-grade plastic-bodied remote control valves ard spraw heads or rotors, Use spray Tree pita 1/2 cup per pit. heads or rotors for turf areas and drip irrigation forÂ· shrub beds. Residential-gracie irrigpion 0 CA Malus , 001301 Dolgo Flowering Grabapple 2" Cal. BÂ¢B See plan 5. All disturbed areas not irdicated otherwise shall be secoled with a mixture: of retive grass seed. equipment will not be accepted. BE: Planting lagerd. With Imv water requirements. 6. Provide for winterization of the system by blowing out with compressed air. 6. All areas indicated as wildflowers shall be seeded with a 'knee-hi' seed mix. Decidious Shrubs 7. All areas indicated as native grasses *all be xecled at the rate of 1.9 lbs. per acre. z=e O. Soil preparation for seeded areas. The following admendments are to be thoroughlg worked into the O Gp Potentilla Fruiticosa Gold Drop Potentilla 5 gallon See plan soil to a minrnum depth of 6" using a rototiller or other approved method. 'Â·12# 3 Cubic yards per 1000 square Feet aged cow nwure/peat 1*'/8- 60 Bibes Aureurn Golden Current 5 gallon See plan 3 pourds per 1000 square feet 16-46-0 Fertilizer. 0Â¥.17 Verify Fertilized type with each seed mix ard soil tgpe Feake treated area to a smooth and even finished grade removing all rocks greater than 4" and break Ing all soil cbds greater than 6. '41Â¥32 Evergreen Trees WZ E 1 â‚¬ Pseudotsuga Mer[ziesi i Douglass Fir Min. 0' See plan el** A .9 7,4 Pinus porderosa Porderosa Pine Min 6' See plan rl- 2. Evergreen Shrubs 2,4 4 TJ Juniperus Sabina "Tamoriscifolia" Tammy arliper 5 gallon See plan r-ou '4. 19 SJ bilperus savin 'BuFfalo' Buffalo a.Iniper 5 gallon See plan 7- -1 . 1Â£ 6rasses (10 - Bluegrass Â¢ Perrenial Bye 1-2 Pounds per (-) 0- 4,1 22 Seed Areas Tall Fescue. Srrlc~th 1000 84 ft. Brome (35% - 40%) (1) imm Crested Wheat Â¢ C w 'm . Russian Wild Rye ( CA J.0 U-1 'ja. ' .i j 'i~ Acacia Drive ~ --> 1%~~1"/ â‚¬11=- . Lot Illâ€ž . 44* - Â» rut 1 ~Â· ~ '---~ I J#.iMEÂ« / *.418 10" \96 \904 0130 4 oFT - -- le -- L_. 09.14'00Â©64.0~ 1 466 f Il - . I.* V. 1 / 1 i . ~ \(1 ) or. tu OF , / , / , 4%18:@ - Thu -7-n. 7 + . , / t# - A / fl-4 ji 47 , \ Parking O -ri i 7 -..15:mt \ -44 .38.-24 1 3-â‚¬) . FTal~IJ fi - 1 43) SJ 9ko"x!01-0" typ. 1/ 1 Mew j : Drive g5 r--T -Ii--- ......- ---Ill 1- ---/ N \ 42 Lot 1 0.138 Acres - 6014 Sq. Ft. P+ 1 / , ...7*k=~ 1 /' \ f/ i TW Beck 92.W 1 Lot Coverage Max. Allowed - 80% .X ~ 4- 11 1 1 1 ely Â° Architects - 1 1.3.5Â¥.0 4 /\ 1 1,1 -4 4,-.iip 't (.2) G,F~ ~~ Architecture, Planning, & C.M. 1 j 1. / I 1 -9 4,-Â¥11 Lot Coverage (1768 + 2610 - 4378 sf) = 72.8% ' ' '-' i +--- # I CA.1 ~ 0,/ 130 E. Riverside Drive ljÂ¥a- \ ~-1 1, 54:11.4 1 ~ P.O. Box 57 N Estes Park, 6 Building Footprint 1768 Sq. Ft. 29.4% 1 1 /1/ 1 / 1 N Colorado 80517 Hardsurface 2610 Sq. Ft. 43.4% Phone: (970) 586-3913 54%&.~ 8_ 2 15'-0" ,I.- g above tr* & ~/1 A f r *- - ,*. Setback .,I t Fax: (970) 586-4211 %~ 1 - 1 . F=.1 Landscape 1636 Sq. Ft. 27.2% i 2 15'-O" ~ St:ET TITLE: Mew 7= 0 v 1 --- Cyâ‚¬ -5-%*lfÂ»jj f 1 9'-0"x 23'-0" , Con,nercial LAMOSCAPE / Park Ina \\/, PLAM 3,9:9~ Building , 12 j Space* tor Im *4 L477*/ / DÂ»-3 1 Mew Asphal)~ 1 j 1 + 413&1% 2 - 91-0.1- - 02~9-All TWB 12-12-02 14:46 ~ ~ lk=*Ing 0 9 X 6 91-51,94-01, t'dp Site Legend SHEET NO Â·Â·r' MS.- 1 1 1,Â¢2Pi~ 1 1 11 ' .011 1 18*i 1 9 ~ 1. 4.-4 //La Z, 7 --------- Existing Contours Mew Gor,tOUrs 1 8 / - Flow Lire Drainage 401 L-1 â€ž / 24:4 ' 1/71 1 91 W.0. 11.4- r (211 -4991 10'-0' Wide private utilitg, - - - Propertg Line i*4 Curb GuWAL Â· i Â·-' 1 f..3- drainage. access, and eave :*7 LFI--pl J -_>47>49J' ~ Trash ~ 1 / -j 15'-7 - ----1/0-t.\/ 7 easement - - - Easement or 12.0.14 424 ~plpieVer#Ful*~~~(p~~~~~~~~~ - 09'14'00"m -31.98' 7 1. 'll / * 125'-0' / 95*- Existing Spot Elevation DATE 22.2ZN lili 6 - 688 Supply Up â‚¬ existing power pole. "u...t., enclosure w/ - W - 1 Â¥ Water Supply =S-- T.. ewing doors For ~ screening. - 96--- 4" 6.1. Sanitarg Sewer REMSIONS ~ - P - UrderÂ·ground Power Â¢ Telephone ~ DEDÂ· 12, 2002 70 (To Existing Power Pole) I <*c $ f t,1~i~1=â€¢l. - - 4' 4 Footing Drain to Daylight .-,931Rq tÂ·~ ' J Â·'~~ia'Za flectrk Meter, Disconnect . 5 .Â«Re<)10324~~ - , i ..4 1. 4 1, FU 1/ 42 t 156651%21 prd-laid Store Retaining Wall r[/ co /9917241,117 , A tia FtÂ¥11 /F /7% 4 a flew Gravel Drive / 'bAV<Poldl a 2 ~ 01'pok ~ L ' ~ 96,4 #42 i.~aâ€¢ I / /EA Landscape Plan O Found Monumentation Parcel # 2531470001 \L *-- ~Scale i - 10'-0. Marth 00.00 Measured or Calculated Dimersions U O 2002 TW BECK ARCHTECTS BuIPI!na le!31 4908 Opel iX WW VIN 01 340 Sq R 1730 Sq Ft 1604 Sc; R 126 Sq Ft 800 Sq Ft es Ehe locations Â¢ all existing Iroposed utilities. ittes! frorn available resentatives Prom all of their utilities All exieting utility 1tractor. It is the Nowever, it shall Tsft hirnself that all plants or not have ovments from :xpense. All the tinimum of their gree. permits to mplg with all loGal, ileted In accorciance building w/ finish phone light Iall LAJE 0Â¥E= MAR - 7 2003 1161Â·1510rS -. 1- 0 2003 1 W t:*SOK AMCM I t:CIS - ' - ' -' J I I. I. 474.4 'f': B. 1-. I Â·' v + vÂ¢:2,4 -4.7 7.,Â¥ .Â·. * . . v * .,~~â‚¬t..t 4 ? f r,1,,4 - 74: . 0Â· . 2 .5,2, , .77; f: 94,4;4%<ir'.,8 ':St'. 1-2 ' 422 e mi a - . .... e .. I. -1- I . - 0. . - ....- - ... .. . I.-I-/ I .. I. . . I ../ - . I . --- . . 0 0 I tri . fe. .. ... , .. . . P . . I - ' . . 4 .. .. I - I .. - .. I I . . , . I - , 1 I .. . I - .. ./ 1 . . 4 . A .. - - I I. . . ./ ... . .6 . . i .. .- I. e N -0 - . . %--- ' 0 . 0 1 ' 4 I I ... .. .. A . . I .... .. I. ...:.' f . ' p . Â¥ - ./ . 1.- .. . . 0,0 -' ,-1 - ... .. ./ 0 0 I : 0 . 4 4 4 . 0 . .. . . ' I ./ . I ..... . ....2 e :. .. . 4 .. : 0 . 4 0 -. e . 0 0- ... I. , - Nh .. X 1. 1 1 - .. . -- .A--2 0. ... I. ./*-I-' . . .. 1 a , - 1186* ' At .. @ ' \54<4 'A A 1 . I . I I . . . I. D ... - . 0 10 4 .... - -. . . I. I . I . - .1 .. . 1 A I. - 11 1 - -. - . . I . 8 1 - - 0 . 0 D. ... 11 4 : 1 - 4 . .... .... .- I .-. ... I -. - . . 4 - . ... . . I - I- V . - - I I - . I D 8 - 0 .. .... I A a 4 0 . 4. -. I . . . r. .- ... I .. D '1 0/ 1 . a . . .. . . ..... 1.- I -, 02 .. . - . I : I' 0 62 9 .. . ' 1.- . 2 . I ..... - I .. - h . . -0 .. 0 10 D .... 11 , . . . . I . - I . I - .. . 1 1 1 1 4,1 :1 ... . . 4 .- , - ... 1 .L . I - . '01 1 0 * 4 1 1 . I . - 6 . 2 1 .4 .. 0 - ..... I . 6.- .. 1 /1/ I . . . ... I - -- . . -/ .. .. .. a . - .. I ' . . .- . . S . ... - - *. I - -- . 0 . . .1 I. m - . 0 0-..- - ... 0-- ... . I. ... 1 . I. . I *. .- I . I r:*v*Â¥*. . . - '00 0 - .. #004 .. r.. . rok /. --I~.I...400:lic:4.:1:I-. @. I I *.-'ll). lilli ' - D '.' 2-:fâ€¢tâ€¢S~,31.929â€¢-.. Simoill*4:t' . . - -*- 0*00 0 000:1139#filt#,1 "- Im ':. :j r 4. .. 0 .. .. .'ll.- ..... ... . 0 19-1 J ... . I , 0.-I -Ill ..1 .0 .... u 14 .ira 2 t. 4 .4- I . -.. 01 191 Utilitqi 128 64. ft, 6 0 1 Lower Storage: Lower Storage: 804 sq. ft BOO sq. ft, 32' t 036 0 0 0,6 L 4' Â° i " Main Level Floor Plan ~ Scale: 1/4" - 1 ' 10'-44" a. r a 7'-7*1 r 101 . -0 56' . 26' . 4 60' . 4 - - 56' c. . ~-. 1 1 1 1 L 1 1 : 1 Lower Levd Fbor F~an --I- - + Development Triple H - L.2,9 5cale: 1/ 4" - 1 ' 4 - %~Pedroom # 2 Pedroorn # 1 , Commercial 074 M I~~2333~2 01.111611,14 10 --42 21 0Â«23 - Â»9 CUU ~ 25'-6" c 384 -- Office #2 L L 7'-45" Full Path Loft Open to Pelow 5-114" 521 - /,3 0 -4 -0 74 2 0 f 0 - UP to Loft Receivinq Room U 0 3 1- 15611 - - *1111111* 1 March 7 - ~ 1 70 2% fl~ 2003 c- Living Room Kitchen 21 19'-10411 Ci 11'-1611 Office # 1 4' 1 CD'u â‚¬ek Sitting Area 61 r- ~ i r. I 1-oft Area: 1.oft Level Floor Plan ~ '~~-4411 . 1 81 6- - 71 -7/11 Office 5pace: 340 54, ft io, Scale: 1/4" -1' 950 sq, ft, Emplolled Housing 80054 Ft, -~ EÂ©[20912 - 3 2003 uoisiAipqng Jau-log epeov : IZ I I 10-1 2-1909 03 ~Ped 52153 A S /\ 12 Stacco Wail a,Stam -8 I. 1 ill . ..41 ... I \\ 7 . 11. . 1 \\ , NÂ» . .: 1 .... 4 t. 4 ' ' -4 --' 1 h...Â· L_-1.-1 1.=r--n --_----- Top Plate Height - IO6'-IO" Top Plate Height - IO6'40" ------ .7-(7 9- ft~.4-0----=.---:..... .a 4 . I ..... . ./.9/ ... 1 A. .,. . a 4 I Â·Â· I ~Â· Â· ~dÂ· . . 44 ...... ... .. ..... Â· 7 - F Inished Floor Height - 98'-811 ------ -1 --1 2 -9_ _-- + 44-4f =-_ 2Â·1.--_._G.- 4 --=-2-1 -2.c a..Â·--2.-: --_ -a.9 -?.-34 La- _-i _Â·.-- _- - _______- Finished Floor Height - 98' -8 11 4 ./. laÂ· Timber RetaMM Wall . . A . . . Â· ./ 4 . . I . 4. . Â· Â·. ./ 4 . Â·I Â· Il . I . ... Inished Prive - 95' Existing Graole - 91 ' --_ 4 +4 ---- A . . 14 ---- Existlm Grade - 89' & I. Pinished Floor HeMht - 391-dll 30 4r Aptdt 5111nolle fouth Elevation Cultured Rock Pro-Flit LeÂ©las,Ung 5ca066 U /4" * la friple H Pevelopment Commercial Uullding f Eut.-4 4 4 I ./ fop PIats Helcht - 106'-10" ------ -4- .m-y-Â·-7- .-7.-Tr--1,---2.---2-7. 1=--y-7---0--Â·-- ye-.7-7 -----fop PIate Helqht - IC)6 iw rf~~~~~~~~~~~~~~~~~~0~~~~ ~ ~ ~ -5 L.-4 4---- ... .. . 4 4 : 1 .-.. '- * " 4 4 : ........ a - / 4 I| 11 I ...1 3 41 0-1--- I .. Â· Â·A " 1, : :I I I L ... ... 1. 4\ . .. .......~ i. ~Â· . Â· - 4 F In151'ed Floor Height - 98' -8' 1 - - - - - - - - - - - - F Mished Floor 1-61*t - 98' -8" New Grade - 98' New Grade - 98' March 7 Existing Grade - 96 ' ---------_ ---------------------- 5wlewalk Accae 2003 ----- fknbar Retalnhq Wall ------ Prlvewa - 95 --- ---- --- ----- --- - - Existing Grade - 91' Finished 5136 101014,2 - 87' -8" Finished 5lab Height - 87'-8" West E levation 5cale: 1/4" - 1' 2-1909 03 1-led 62143 uoisiAipqng Jau-,loj FIDe3\/ I :Z II 101 Stucco Wall Â»tem 12 . - 4 . + 4 I ./. 3 - . - ./t.. . . ... 4 . . - 4 ./.. I Â¢/ :.. .. . I Â·Â· A.. 4. ... .1 A 4 I. I ./ A. Â·Â· Â· .. .... .... f. c.. I . lilli.1>-Â·. . .. I . fop Plate Height - 106 ' -IO" __________ .1 _-i i_ 2 --4 2---20_-3 -iÂ·-f *-- 1-1=.1.2 -Â·-7.24 1 : -_:1-5.2- 31 61/1.2-41â€ž 2-1 - --Â·0 1- 4 Â· -4- ... . . . . Al -C ---------- fop Plate Height - 106'-10" h 4 Â· A . le .. ./ . ... .:-1 ... ~. ~~4. 4 4 - 4,1 4A. 4 -21 - .. .. . I . 4 1. 1 a 4. .. M /M d . 'I . , 1.1 . 1 > U I . .. a 't .~..Â· '. ... ... Â· . 3O . I. ./t' I ./ I Â·. 4 Â· I . I . .... t ...4 .. .. . ... .... .. I 4. . . . . . . 4.- f.... . .~ U 4 -7 -*-fr- -:-2.-1.-7.2-21.-43---10-Â·Â·--:~~-~:37Â·7.-c--r-73,2.-/.~-Â·I-7-~7-3&---7-Â·'---:--Â·- -------------- Main Floor Height - 98'-23" . 3... A : i. :...... ... .1. i Â¥ A ..t 4 . 4 - d.. I ... . 4 Finished Grade Height - 98' L 1 b L I . ./. I ./. I: I.-IÂ· I . I I . 1 . __- Existing Grade Height - 96' - L A 0 AL --- , 1.1.- -'... .t Existing Grade Height - 95'6" ----- .,. 4. '-- Â·Â·4Â·- -Â·. Â·.~.. Â·~, .4-1, A.Â·4... 4- - --Il- . 4 Â· Â· 1 - ... J. ./ 4. I . ... ...4 ... I /Â· I . 1 44 30 t,r, Asphalt Shâ€¢+ â€¢ 04 Finished Flor Height - 87'-6 " â‚¬ a North Ebvaten Fdlla Fro LIng W~lolows Scale: 1/ 4" - 1 ' frlple H Pevelopment Commercial Pulldina fopPIate Height - |~~|~|~|| ~~~~~~~~~~~ ~1~~~~~. .':~ -~Â·7.~-~~'U~7â€¢~7~~~~7~Â·0Â·~0 ~ ~~. .t..r.a.1-4, ..:+ ..4... .. . . -3J--,7- ~77-Â·-~--2~Â· -~-,~ ~~~Â·~~0~~~U~~~' 4 4 Â·~ - . --- -------- fop Plate Height - 106'-10" . 4 .... I . . 4 4 ./. 4/ ... ' .... ....... ./. . Â·Â· Â· I ; 4 .... . .: I . I. .= 1.- ... 1... .r-L----=1~/ . . . 4 Â· Â· 6-4 . .. ' 4 444. a . ............ ......t . * ... .4 ---- ---I Â»filÂ«Â«091- . e .....0 ....... I. . . .. 4.- Â· d. I I Â· . 4 Â·. .. V -Â· 14 ...... 4.4 4 I. 1- 4 . Z Main Floor Plelqht - 98'-8" -------- --- f------ziL-; 1=,LIC Â·Â·' . i. .... . 4.: ,- . 4 1 -44 . 4 . -'. 4 ... 8 . t ~ . -' -9 3.4,- '.- ... . .- ..4 -4 . 1 - , :4. .,IT-, .. ~1.- -.-,:- r.i,ch-.97 7- =-7.*Â·Â·-,4'Â·. :-i- 7-7.47-7 3----7-2- 3-~ 7-h-.---Â·- u-- 91'72- :z--~~- = -9 -.7 - r.r-,0 -3--r-j-m---'9-4.-4 4-11 -i=4Â« 4-I-2 : i:-i~.~..2.i i-.-i_~% 3 -.Â»~~2-r-i~ c, -------- Main Floor Height - 98' -8" 4 Â· . . 1 . 4 4., . 1 -4 - . 4 4 . 79 4. ./ 4. .Â· ... :6 ...... . 4 ... 49 1 1 3 4. G I Id . , I .14 1 .1 1., .1 .1'Y 4. .. 4 . . 4 2 - 4 I I . I.Â·I ..24 -4 . 2 . . I . 4 - - Existing Grade - 93' -6" CULLIE~ Â·...Â·-I;Â·. March 7 2003 ./4 .4 Existing Grade - 89' ------- - :. I: . . . . . I .. F Inished Floor He*t - 87'-6" F Inished Floor Helght - 87' -6" Bast Ebvat~on Scale: 1/ 4" 0 1' lan r. 1 ....1,1.... Estes p eipepV 11 11 %.18.!1 36=91/ Certification and Approval: Sheet Index 9Â¥, i~lam.a The ukersigned, belrg the Owners, do hereby agree that the Real Property as described / #J fi Al Title Sheet/ Site Plan r.. in the application For Development Plan Review Filed herewith. and as shown on this Site Plan TOWN OF A2 Lower Level Floor Plan Fil Duggan shall be *bject. to the provisions of Title 17 of the 14.Inicipal 00Â¢10 of the Town of Estes Park, ESTES PARK k Al Main Level Floor Plan 42:..6 92% 11.44' 0810'CID * 1,4 Other ord{Malug # tlt, Tal,1 of [Stes FATI, ColorMS peftmning thmto. 0 +92 A7 Building Elevations . 1 R. 0199.n /1 , 7.All--â€ž 44&2 â‚¬ 138001< of I vE-..4 Commercial 4 - - A8 Building Bevatlons 59:= It :*10 AGAIGA DBIVE Ll Landscape Plan :la Building Approval. Date: VIUmi AVE.- / '44, ~ ~MTI'l VID.1 47. ' 4Â·1 ACAOA MIVE SOWTW SAN Town oF Estes Park Comnuitg Devebpmert Director PROJECT sire--1 ~ 3/ Staff Level Review of Development Plan Robert 8. Joseph, DirectorÂ· Lot "1" Acacia Corner Subdivision Approval of this Development Plan creates a vested Propertg Right pursuant to Article 60 /0 . 7. t f of Title 24, 69.6. as amended. MORTW Estes Park, Colorado 80517 TO kLESPARK rlOT TO 90â€¢LE VICINITY MAP PERMIT NFORMATION Mote: All required improverrents shall be completed or guaranteed in accordance with OCCPNCY CRCKP Section 7.12 ard 10.5.K of the Estes Valleg Development Codc. CO,STRUCTION TYPE V-N ZO-0 aASSFICATION CH Mate: The Owncr shall be reqpired to provide For handicap acceMibititq in accorÂ·Glarce BLIDNG AI~AS: with the A.D.A. anti U.80. New a..9 Iâ€¢ TW Beck Architects Lower Level - 1696 Se; R Lon Level - 167 Sq R c Mah Level - 1865 54 Ft Lower Level Brp. Mech - 29 SqR Total - 3757 Sq R 1 " thick > 3'-0" Generate Mah Level Architecture, Planning & Interiors Inflow Gurb Â¢ Gutter per . , Pan w/ 6,6 W.W.F. Office (Mah & LoN - 1262 Sq. Ft Town oF E.p. standards * ~loyee Apanment - 799 4 Ft 4 Acacia Drive Across Ackla 'RM' Zone Z 95 (770 sf + 29 sf Mech) 130 East Riverside Drive tbiating 04 Sewer Mainl Lower Lev* Bay (D - 721 Sq Ft 64 2 6 -1__7 Bay (3 721 Sq Ft - 20; 4. 1'' ,,e Water to drain to detention on lot 4 per Storage + 1 Mech - 254 Sq Ft P.O. Box 57 42 tly#Witj ~ 614Â»-~J Wkil \Out ~-~~drainage plan by Van kbrn Engince Ping hic Brn. Mach 29 sf) Estes Park, Colorado 80517 - Lowm St*)-Total - 1696 Sq Ft ,-9 7 .:tra#,4 1-99, al.W o.i35 Aory. \ 1 Â· ' 7 -2,1.. Phone: (970) 586-3913 --W ., , I 1 ; Total - 3757% R 74\* 1 4 'ow gbe J// i i pa.iq 13 Lot "3" 1 -,2.140 / Fax: (970) 586-4211 1 4 9 1 01 2\ 4 1 & v 4-0.%10-0. typ. t General Notes \ 1, 95 /1 / I.'4~ /2 Â·im - i.Â¥,1.1 Jkck 0 1 , '1 4- f fle'Ma Woovel . / I 1. The Contractor shall bc responsible for the locatiore Â¢ r-------- 1 m 1 1, ,- Conrect to Existing utilities not shown on these plare, Â¢ all proposed utilities. protection of all existing ut[lities shown all ex,sting 1 /1 1 el / 44 Sewer Line The existing utilities shown have been plotted from available \ 1 1 1 + % 1 ' Lot 1 0,138 Acres = 60'14 Sq. R, ' t 1 ~ iâ€¢formation. Contractor shall contact representatives Prom $ 1 41 the respective utilitg companies to have aM of their utilities 1 1 1 el 1.1 / Â¢ Facilities located prior to construction. All existin, uttlity ' line locatioe must be verified by the Cortractor. It is the 1 1 # utibties. HoweyÂ¢r, It shall 1 !/1 1 Lot Coverage Max. Allowed - 80% i t , i t ~ 1 Â®' grrtelr~4~Ztclpl:~21Ry 4 Uti himself that all /1 / 1 'nu existing util)ties. whether shown on theme Â¥Le or not have 1 01/ . 4 . .,03 2 . 01 been propertld located, /1,1 / : '' 313.- i 4../9.4. .*"API / 9 4,8 2. 6Â·ontractor shall protect all adjacent improvments From Lot Coverage (1768 + 2610 = 4378 sf) - 72.8% 4- .f 1 1 3. v .1. ./.- /1 t# damage and erosion at the Contractor's expense. All the -* H tri / 1 1 =5 il/Â« 8 origmal cordition at the Oontractor's expense. 1 Â£ disturbed areas shall bc restorcd to a minimurn of their DZ<LL. Building Footprint 1768 Sq R. 29.4% 00 ~ J~ -IW---15'-0. i Commercial ' ' 1 0.' r. 1 Mew 1 1 3. The Gontfactor shall obtain all necessarg Permits to BuiWing state and federal regulaticins. complete the proposed work awld shall comply with alt local, Hardsurfac 2610 Sq. Ft 43.4% 9.-0.x 23.-0.. ~8=,W -Â»Â»21 Im farking 1 Lower Fin. rl. - 69'-0" 4. All materials Â¢ construction shall be completed in accordame l Upper pin. m. . too'-o" Landscape 1636 Sq. Ft. 27.2% 50*08 b w/ Town bf Estes Park and current U.8.6. riew Aspha~ ' 1 P/1 1 5. Gantragtor to verifg drairlage away From buileling w/ finish 1 f ' i Ph#Ing - -1 4 , \A -*Y l @ , ~ ~ floor elevation, \ 9-0416* tip, 6. This site is not on ang krown floodplain. 1 1 . 1 .i Site Legend Drive L 1 ' ' 10'-1 Wide private utilitg Conrect talater Line to existing 19 9.943 . Forth 1 1 water service at existing stop box. - /Ni' ' ~ ~~ * 1 DEC 19 2002- iI ~ -- ------- Existing GontourÂ·5 i '11 Nt "41 1 1 11 1- / '07 11'1 i Mew Contours ZI -ee' --1- Trash . 4' Concrete Sidewalk w, 6%6 W.W.F. 4 4 . . ~ -1 ,â€¢ dralpage, access, and cave - Flow Line Drakege ,â€¢4& 30 over 4 ' grm,el. Â· . I 01. 1 . 6~, 7699 easement - - - Setback 1 1 â€¢ f 11 *r. 4 -50 + 11%91 --- Property Line #4 ~ar cont. borz top Â¢ bet. -Â·--~ - Ofs# r 410/4/F/901 d 1,0Â·' ' 589'14'001 61.98' 4 1 11 Up i existing power pole. (Field *rifgl 1 11 - Max. 6' high trash enclosure * t 25'-0" I fl ' Lot "2" - - - Easement or 12.0.1,04 1 1 2â€ž Asphalt PavIng w/O' - 6 - 1 359 6'as Supplg 'CAX Zore Existing Spot Elevation of road base 1 - W - Water Supplg 051151TY CAL-OULATION OFF STBMET PAIRK liNG REQUFFRED FLOOF AREA RATIO - 95-Â·- 4' 6.1. Sanitarg Sewer Mo lanels in flocciplain (To Existing Pcmer Pole} Total off street parking regpired . 7 -- P - 1.klerground Power Â¢ Telephone 1 * I Total Pict Lot 9.Ft - 6014 x .5 FAR - 300-1 Sr . Mowed 4 2 rio tards above blue line Employee Wousing . a00 s.r 0./.*' v Uncbsed standard parklng provided - - C + footing Drairt to Daylight 110 lards in public R.0.14 - 3007 5.F. Total Allowed Electric Meter, Disconnect Unenclosed standard parking provided -5 a 11 4,2 Plo ground lease j I.Amdicaped parking provicted 1111/1 4 1 1 - 16656*21 Dry-laid Stone Retaining Wall . 799 5.1= Total off street parking provided â€¢ 10 Emp!â„¢te Housing Â¢ Mech. Met Land Area - 60\4 94 rt - " Other Building Flcur Area = 2050 S.r Pew Gravel Drive Utilitg Pole 30% Itt Density â€¢ 6014 6.7./6000 S.F. Min. Lot Area . 1.a52 Total Building Floor Area . 3-15-7 6.7. 16 . 1.11, Cd,Fupes) Less than Max. Albved Existing Trees 0 Folnd Morumentation 0000 Measured or Calculated Dirnersiore December 4,2002 ah Sidewalk Detail gh Site Plan Parcel # 2531470001 \31) Scale r - 1,-0. 41./ Scale r â€¢ 100-4 Plorth 0 200 TW BECK AROffECTS _ L.-1 0229-At TWe 12+02 643 4 Dec. 12. 2002 MOO"50'1094 72.33 t - . , 1 71.-C,,GR!.9,37Â¤rfggwrt,1.%/*ff:lvÂ£ -4.1 . All CONSTRUCTION SHALL *29 , 1 *DO NOT SCALE DRAWNGS ..r .I LU Â· Â·:im CONFORM TO CLRRENT ; 7.*S General Notes U,FORM BULDNG CODE W.- Â· ..ftl AhÂ© ALL OTHER APPLICABLE CODES. ''A' t 2Â·6 - LO FOR DIMENSIONS. . aa 1. Provide blocking In waits as required for casework, *helves, 14. Provide vourd Ineutation 3 1/2 F.6. batts between Floors equipment etc. at master bedroom walls Â¢ at all bathroom walls. ./hu 2. All interior walls shall be Framed to structure above. 15. Provide (1) one escape wirdow For each bedroom of 5.7 sq. Ft ' of clear open area. Min. wic}th #5 201 Min. height is 24Â°, opertable 29192 3. Att roof Penetratiors shall be completed prior to roof Installation with Finish elli 44" max. above floor. , 3. ard fealed watertight r 1.4 . 16 Tenlpered alass is required when glazina Is within 5 Foot of a tub 4. Provide Ice ard water shield membrane tgpical at all valle, bottom, wiâ‚¬bin 2 foot of a doorwag, wlthin 10 inches of finished ..Ege:VE:! stairwag lardings ..tk- 16 - 11 - 11.. 1 ~ 13ml~ ard 5'-0"up all roof kaye lines. Floor and over 9 square Feet in size or in the enclosing walls of 5. Goordirate locations of all vera bath exhaust not to be 414M - located in vallege or on ridges 17. A minimum 36 inch deep latding is required at main Â¢rltry level Â·Kt- doors, Full width of door and not more than 0 inches lower than â‚¬EN 6. Owner shall provide Fixtures ard equipment not specified or, the Floor level. Other exits/ entrartes maY have maximum oF 'im- drawin~ tontractor shall provide efectrical and plumbing {1) step with 12" run. rough-ins 85 required by applicable codes. Contractor ehall 10. Provide attic acces5 22"x 30" with 30" minimum clear head roorn ria fretall fitures ard equipment according to megr's recomm. - above opening. J.,1.R.. coordinate w/ Owner. 19. 51Â¢ctrically wired srroke detectors. with a batterw backup, shall '47/" 7. Shelving, cabinets and countertops shall be selected by Owner. ia. be installed on each storu basement, ard sleeping room. Smoke provided ard installed bg Contractor as shown or, drawings. detector ard egress wir~ws are required in rooms with clothes fil'.11 Gbset. 40- 8. Provide min. of 30' of Prost clepth protection For all Footings. 20. Wor bibbs shall be protected bg a backflow prevention clevice. 9. Stope all grades awag from building to provide positive dralnage 10. Provide all new plumbing Fixturea unlas noted otherwise. Verify color ard Frwd. wk* Clwaer. bg contractor. t , Y' 12. All footing draire shall drain to daylight 642'3 13. Provide asphattic damproofing, tgp. all coruretÂ¢ walls below gracie. tÂ«-2 11. AN appliances will be supplied bg Owner, built-ins will be installed %41. 6 9, Â· / 6Â· r- , u 21'-60 9-0. u t, 0% 1'-11" 10-* 5-74' 39:24 , 4'-6, 446' 2134. 6'-714" \O -0 V /N BUILDIMS ABEAS | 1 1 1 lilli ./BU Plew Building - Loft Level - 167 54 Ft. 1 1 1 1 -1 - 1065 64 Ft Main Level -J Lower Level . 1696 50 rt. Lower Level Emp. Ptch. . 29 54 Ft /.tÂ·,AtÂ·4Â· -lirr Total = 3757 Sq. Ft 1 1 1 Mairt LMI: ie'*07 7 1 0.14. , 10.-0.* 7.-0. O,Ii Office - 1895 Gq. FE 44: C _ _______________-t__________-4 Insulated Wranc OQor ~ _ 2 1 w, (21 Elde. OpenerÂ·s Â· Employee Apartment . 799 54. Ft ' Insulated Garage Door w/ (2) Elec. Okeners fte.*33.F :.Â·9 :. :Il. i e r--- ------------ - 1 (770 0 +29 sf Lower Mech.) t Â¢AÂ» 4 ~ 11 216 i J || || f i 6 *. P... -,0----------- --- -~------ 1--- -- -- -------------- 1-#- 4- ----- m Lower Levet 71-IL Bald (1) . 721 94 Ft. U A I li Bag (2) = 721 94 Mt. - . 254 64 ft 4.9:. 1 â‚¬ 1 1 Storage + Mech. (nic Emplogee Mech) t= 1 1 1 1 13 Deck (Office) , 197 906 Ft. :1 1 Forch (Office) 36 4. Ft 1 - 11% Porch (Apartment) = 50 Sq. Ft. 1. le 1 _1 _ _ _ _ i _ 6 4 - 1 , 7 - -14 1/ tÂ·J 1 1 1 1 1 1 1 1 1 1 Bay (1) Storage Bay (2) i I I Act 1 1 (22-6"x 33'-07 (9'-0"x 26'-6'} (20'-65< 33'-0'9 1 1 1 1 4 ' 9.0.6. concrete slab (above] 4' 5.0.6. concrete Â®ab (above} 4" 9.0.6. concrete slab (above) 1 w/ 64 6" 10/\0 W.W.F. and w/ 6"x 6' 10/10 W.W.F. and w/ 6'* 6" 10/10 W.IN.F. and M 1 1 flbermesh over min. of 4' gravel fibermesh over min. of 4" gravel Fiberrncsh over min. of 4" gravel 1 1 1 1 1 1 TW Beck 1 1 4- 3 1 1 &2 . 99 Architects 1 1 b b 1 1 Architecture, X 0 -0 1 1 AX Planning, & C,M, 1 1 1 1 - PIe:ch. Mlech. "16 1 j 130 E. Riverside Drive - C L | Emplagee Apt. 41 1 1 P.O. Box 57 1 1 i Furre'ce Furnance Estes Park, 1 1 Il 4 5 1 Colorado 80517 11 00 11 Phone: (970) 586-3913 1 1 1 1 Fax: (970) 586-4211 1 1 P.W.9 4#4 1 1 t,Â·tit T itiLE j - - - - -- LOWER LEVEL \ \ 131-0.1 6-4'/161 191-0.* 6- 1 4 r- PLAM 8 1 1 1 1 1 1 1 1 1 1 4. 1 1 .I Fi.IR. .12. 3- 1 1 1 1 0229-A2 Ty,B 12-12-02 68 1 M. ; < 44:fl ....9!Y A 1 4 SPEET NO .t.tat 1 1 1 1 1 1 ' r MEÂ©eoy 'f ..91: 1 1 1 1 il l L DEC ig f) A2 0 J -------------------- C 1, 1 Â· . : Ac L_ or 9 J E 3 DATE - 2 3Â· '4Â·: ./ Â·Â·Â·1 -~ 2';144 ' .4Â· : r , 15Â· DCOMI13) 4,2002 1% ~Li'*Cit}20-j'.2 , 1-11 0. W. Â· 31 0/1114*?Â·tor 1.~ il!.3:1.4 ) < RE\SONS, .AE: ;IlÂ·'f@~.#~~r.....'"Ati.I, ~\ DEC. 12, 2002 5'-2 35" 3 14 A 0.7,9 19'-ali' 34.?4 5'-219' 34"-4 19 -014. 0.2. r 52'-0" 1 11 f. /IA Lower Level Floor Plan *47. \*/ Scale: 1/4" = 1'-0" Plm Morth O 2002 TW ~ECK ARCHTECTS Â·'9 . 4 2Â£- .' Bu!PlinEI le!0]a uuo:) ue88na ZLGOEI OPEJoloo 'Mied selsH 1 SHALL. ENT :ODE AWNGS M. 3 Drive 17 36-3913 4211 1 624 4 2002 2002 /AA main Level MOOr rian . -7/ \43/ Scale: 1/4' - 1*-0" pun Plorth Â© 2002 TW BECK ARCHFTECTS 5 908 opeloloo 'Mied sals3 Â·4 . B - v'~4/ 1644â‚¬*iâ‚¬ 9 r 147 tÂ·%26 . 9424: . 7 -4 A:,- -- - . 0 . . :.. 1.irt . - .0 0 . r' 1/ b,>4 1&1* - 0. 0 I --- I .. . I .. . -- .... 2 . I - , AR A . . . ,. ... - . I . . I. .. .... . .. r.. ./ - I. .. . 3Â«-A ./.-- I I -. I I *4 t. - 0 . ... ... . ... 4 . I . - .. -... I - 0. A.- 0 131.*W 0 - 0 ...... -... .* I .. I. I - ...... ' lif,4>.~, ' . ... * I . . A . . , . ~ . S... .. .. .. 1 . . c...to*t/... :- -47 10+ a I I. 49661 I. I 4 PE ... .... ... ..... . 4 I ./ . I /1 0 - . I I - I.-- I toy 0 . . +19 . . . - 0 . .... A... .. 6.- 0 I .. - . . . ....9 .1/ 47Â»,4 . P .& . . .-I f f f ~ .....:. I. I .... '24% I . -... I ... .. . 44,1 ... .. 1. I .0 .. A- . ' Â£ *. 1- r , .* . I .. 0 ... .0 0 4 0 .., . . 0 % . 1 .... -- .... -t , . I .. I . . 4 . 0 0 I *--- I 0 .. . .. - 0 - .. - 4 . - 1 . .. ,... . .. 00 - 0 ... 30 1 .0 *. . I. 0. 0 . . -1/ . ' 1 0 .Fr 4 00 4 lili . I. 6 . t~-~ 1 ~~I . .6 6 = 5 ''. 1 0. . . ,~ 'EC IVE j . ... .... 0 A.. 0 2 -- A. - - . 0 .0 0 .. 49304 % 44 :22% :/;, 4#'94: Â·f. 10 9. 368/9/' * . Ill 1659*Ih'f '9' ,!vt,Â·,9., â€¢ - 9 Â·Â·-#.r,jd.Â·-Â·e * ALL CONSTRUCTION SHALL CONFORM TO CURRENT INFORM 9.1-DING CODE AND ALL OTHER APPLICABLE CODES. â€¢ DO NOT SCALE DRAWINGS FOR [PENSIONS. kleavg asphalt shingles Shake look" 22 tedar Fascia Brackets - Ireul. Vityl wireows 1'-0" 2 South Elevation 0914 fÂ«/ Syr,thetic Stucco accerts @ entries. Stong Veneer wainscoat Â«fl// / Existing Gracie Â·i, 9 -----2 1 --1 1 Architects Architecture, Lot Bearing kilt. 05 Planning, & C.M. TW Beck 1 15'-100' 2 130 E Riverside Drive P.O. Box 57 Estes Park, Colorado 80517 Phone: (970) 586-3913 Fax: (970) 586-4211 Roof Bearing A 4 SET TITLE 109-311'' CLEVATIOMS 0229-A7 TWB 12-06-02 09,49 SHEET No EÂ©@FVIE 1 A7 U=-1 Main Finish Mloor. 1 \00-0.9, 1.-.*. Or 9 1 1 r -14 1.-1 ---- ~ DATE 1 -- -96'-0"- 1 Dece,"1512 4, 2002 1 REVISIONS T.0. Slab 4 3-1 091-0.7 *-3 @ Back 10.9- : ..RE ~/:4'SC--h el// 1 - r,R?r ~43/ 50*: 1/4.. 1'-(P C A.. Â© 2002 TW BECK ARCHTECTS Â£*Ifi 7+1 --&52*Wil/,92-,-:b-9.'7- 1-4, 1Â·V Â· % ~ - Â· 8u!PI!nEI le'OJOUJUJOD ue88na 101 ZL908 Opeloloo '>lied sals3 1, , -9-~'~~52.: 1'~.23*'~7 ' 2 02*4 -4- , :Â·Â·iÂ·,tt* . 0!. .~B:;: A ' 4?SW 117,%~ll)14~~ . . I . A . .. //1/ 11 lI 'whellmb. g ./ 8/I 9~â€¢A ,&. :I. 6. . . ... ... ' yf e .. . . . .. 1. Vy. 40% .. I./ 14* . . .... *4 'r . 4 ' 1 .."f .V" h.4 â€¢ ALL CONSTRUCTION SHALL CONFORM TO CURRENT INFORM BlJILDNG CODE AM) ALL ODâ‚¬R APPLICABLE CODES * DO NOT SCALE DRAWINGS FOR D~ENSIONS ar- / / W\\ I 1 Weag asphalt shirgles "Shake look ' Bearing k-It. ~ 115' 00 12)- TYP ar--3/ Ilk -467'k/89" , W I Nwelf. . / 9 .a,riat ...... 2*d Cedar raecla - I U./...&*' Synthetie r.twuv.; Â·t,rÂ·* 1,-0. South Elevation only -3-4 Bearing Wt 4 -4- 21 Insul. Vinyl windows i m ; 1 N 9 1- -6 /1 \ . T / \ C Ir,-7 I - Stucco accent battg bar,Â¢1- , \ E-'ll. -$-/4 ....... \ 1 1 . 0 \ . \/ ro \ / 1-I-â€¢-â€¢ - / - / .- tâ€¢ Existing Grade -7 Â« l.% 11 11 6- U - . h. ....... Main Finish Floor * 1.. ---------- 94 tool-0"4 / on 12* x 42" comrete - 3"13*x W TS posts Es ~ping 9 Per 1\ T . Timber Wall 1 i r -/* \ n L -- __-------------------------7*------93'-------- \ - I f 4 00 m cio 50 c T .0. Sub L I ft ' ' r-1 061-0.$ â‚¬ Back L------------------------------=----1 t-----------------------7-1 fl r 49*t -- 1-1 -------------------------1-.LJ Â® 5&?t,51?y~tion ~ t TW Beck Architects Architecture, Planning, & C.M Bearing Wt. *, 130 E. Riverside Drive t 12 115'-10~7 P.O. Box 57 \ \ ar-- Estes Park, \2\ Colorado 80517 Phone: (970) 586-3913 Fax (970) 586-4211 911 111Lb CLEVATIOM ' Bearing kit. *A 109'-311"' - GlasÂ®lock ' - Stucce axent bellY band f I0229-AB TWB e-06-02 10.40 . b 0~ EÂ©EDYE 3 9â‚¬ET 4 N - __ _=-- ~~ DEC--1,9, 2002 J flirk ..4 21 / --- - - - -11 ,-*-9-9-L?-1 Main Finish Floor 6 r .. .. I or 9 100.011 9 5....th' 1 ;'.12?ANE 7. A8 014 4 - - - - uct' 1 1 1 Ill 3'xyx * TS posts DEGO'BER 4,2002 1 41 E-1 1 - 4.F= 120 x 42" concrets 94' ~ -- --- pier - 1 lilli REVISIONS -- - - - ./7--- Existing Grade -- 1 / . - 1 - 0 00 Oo 1 1 1 1 1 O0 4 Â©It T.0. Slab 4 t*2 -'. F_L---------------------7 0-0.7 L---------------------- -1 1 \1\4 -1 $ Bask 1 1 - Lan,Iscaping Timber Wall FL______________4____A~_~1 L-J at property line, riot shown -t J E A South Elevation Ad Scale: 1/4" - 1'-0' Â© 2002 TW BECK ARCHFECTS ..Â· I 71 Â· g ZL9O8 01)210!03 ')Iled sals3