The URL can be used to link to this page

Home My WebLink Aboutcoa.lu.sr.Lacet Ct.A48-97- - .Vi -7 W VUL . 1-7./ J. 4 l i Ld. 41 4 A-\1% Sleppy Bear Drac Review (lacet #2) '>" a-An Fie j /1 23 ~ 1-9 ~ 00 AR 10.. CAS~ D SUMMARY SHEET - CITY O]~PEN DATE RECEIVED: 7/3/97 CASE # AA48-97 DATE COMPLETE: STAFF: Mitch Haas PARCEL ID # 2737-181-48-002 PROJECT NAME: Sleepy Bear DRAC Review Project Address: Lot 2, Lacet Lane APPLICANT: Address/Phone: OWNER: Cimmarron of Aspen Address/Phone: P.O. Box 12045 REPRESENTATIVE: Scott Samborski Address/Phone: P.O. Box 184, Aspen 920-4068 RESPONSIBLE PARTY: Applicant Other Name/Address: FEES DUE FEES RECEIVED PLANNING $450 PLANNING $450. # APPS RECEIVED 8 ENGINEER $0 ENGINEER $ # PLATS RECEIVED 8 HOUSING $0 HOUSING $ GIS DISK RECEIVED: ENV HEALTH $0 ENV HEALTH $ CLERK $ CLERK $ TYPE OF APPLICATION TOTAL $450. TOTAL RCVD $450. One Step i - P&Z C]Yes UNO CC C]Yes C]No CC (2nd reading) CIYes []No LQBAC. .- - JutzY le 199 J REFERRALS: 01 City Attorney U Aspen Fire Marshal E CDOT m City Engineer (DRC) U City Water U ACSD U Zoning U City Electric U Holy Cross Electric U Housing E Clean Air Board El Rocky Mtn Natural Gas m Environmental Health Il Open Space Board E Aspen School District El Parks 0 Other: El Other: DATE REFERRED: INITIALS: DATE DUE: APPROVAL: Ordinanc 4â‚¬~ 0-3 - 1993- Date: 7 1 vole Staff Approval Date: Plat Recorded: Book , Page CLOSED/FILED DATE: 74 ky INITIALS: ...8(~>~r- ROUTE TO: filgBERLIAÂ® ~ June 20,1997 Design Review Appeal Committee Board Members: Please accept this application to request a variance on our project located at 411 lacet lane in Aspen The variance we are requesting is very simple and is in reference to the ordinance 30 provision that does not allow "Facade penetrations between 9 and 12 feet. As shown on our proposed drawings, we would like to request a variance to allow several very important view windows to be located within this location. In addition to view, these windows add some very important architectural interest to the home, and do not look in any way shape or form like a "Mcoy" house. I have been told that the ordinance is headed for some revisions in the near future. And also I am very aware the reason for this particular aspect of the code and how it came about We feel that lacet court is a very unique little street with a certain character to it that should not dictate design restrictions on our windows. As you will note, everything else on this plan meets the requirements as far as porches, garages, and an unimposing front door. Thankyou M. Scott Samborski Timberline Custom Building Corp. â€¢ Post Office Box 184 â€¢ Aspen, Colorado 81612 â€¢ Telephone & Fax 970/920-4068 .. MEMORANDUM TO: Design Review Appeal Committee (DRAC) THRU: Stan Clauson, Community Development grectorTY Julie Ann Woods, Deputy DirectogaÂ¢M U FROM: Mitch Haas, City Planner~~0~ 1 RE: Sleepy Bear Residence (Lot 2, Lacet Subdivision), Appeal of the "Volume" Standard (26.58.040(F)(12)) DATE: July 10, 1997 - SUMMARY: The applicant is requesting a variance from the "Volume" standard (described below) in order to allow the proposed design of a single-family dwelling on Lot 2 of the Lacet Subdivision (on Barb's Way). The application is attached as Exhibit ,. Pursuant to Chapter 26.58, Residential Design Standards, Section 26.58.020(B), of the Aspen Municipal Code, "an applicant shall prepare an application for review and approval by staff. In order to proceed with additional land use reviews or obtain a Development Order, staff shall find the submitted development application consistent with the Residential Design Guidelines." This Section goes on to state that "ff an application is found to be inconsistent with any item of the Residential Design Guidelines the applicant may either amend the application or appeal sta#'s findings to the Design Review Appeal Board l-DRACJ pursuant to Chapter 26.22, Design Review Appeal Board. APPLICANT: Mr. Scott Samborski. BACKGROUND: Community Development Department staff reviewed the application to construct a residential unit on Lot 2 of the Lacet Subdivision for compliance with the "Residential Design Standards," (See attached Exhibit A). Staff found that the proposal is not in compliance with the "Volume" standard, Section 26.58.040(F)(12), which reads as follows: For the purpose of calculating floor area ratio and allowable floor area for a building or portion thereof whose principal use is residential, a determination shall be made as to its interior plate heights. All areas -with an exterior expression of a plate height of greater than ten (10) feet, shall be counted as two (2) square feet for each one (1) square foot of floor area. Exterior expression shall be defined as facade penetrations between nine (9) and twelve (12) feet above the level of the finished floor, and circular, semi-circular or non-orthogonal fenestration between nine (9) andfifteen (15) feet above the level of thefinishedfloor. .. Simply put, as it relates to the subject case, this standard requires that there be no windows (facade penetrations/fenestration) in any areas of the first or second floors that lie between nine (9) and twelve (12) feet above the height of the floor (plate height). That is, there can be no windows between nine (9) and twelve (12) feet above either the first floor or the second floor. As proposed, the "south" elevation is the only elevation that does not contain any violations of the "volume" standard. On the east elevation, the lower parts of three windows are between nine and twelve feet from the height of the first story's finished floor, while multiple windows extend higher than nine feet from the level of the second story's finished floor. This latter example (second story windows) is also true of the north and west elevations. Given the lack of compliance with the "volume" standard, the applicant was left with the choice of pursuing one of the following three (3) options. First, the applicant could accept the two-to-one (2: 1) floor area penalty while ensuring that the entire building, including FAR penalties, would fall within set FAR limitations. Second, they could redesign the proposed structure such that the new form would comply with the "volume" standard, as well as the rest of the residential design standards. Lastly, the applicant could appeal staffs findings to the Design Review Appeal Board. If a variance is to be granted, it would have to be based on one of the following three criteria: (a) the proposed design yields greater compliance with the goals of the Aspen Area Community Plan; or, (b) the proposed design more effectively addresses the issue or problem the given standard responds to; or, (c) a variance is clearly necessary for reasons of fairness related to unusual site specific constraints. Rather than accept the floor area penalty or redesign the proposed residence, the applicant has chosen go before the DRAC to seek a variance from the "volume" standard. The applicant has indicated that if a variance is not granted, the house will be redesigned to comply with the volume standard, as well as the rest of the residential design standards, by removing the windows that do not comply. Accepting the FAR penalty is not a viable option in this case, as the proposed design would build to the maximum allowable FAR, exclusive of FAR penalties or bonuses. STAFF COMMENTS: As mentioned above, there are three (3) criteria on which the DRAC can base a decision whether or not to grant a variance. The following contains staff s analysis of these criteria as they relate to the presently requested variance. First, the proposed design has virtually no relation to the Aspen Area Community Plan, and staff can find no connection whatsoever between the proposed design and the goals of the Plan. Therefore, if a variance is to be granted, it should not be based on this criterion. .. Next, the "volume" standard is intended to respond to the issue of new construction containing windows that are not in scale with neighborhood context in terms of providing an appropriate "solid-to-void" ratio on each of the structure's facades. The intention was to prohibit windows that appear to span from the first level of a residence to the level(s) above and to maintain a pedestrian scale. While the existing houses on both sides of the lot in question contain some fairly large areas of glazing, they do not appear to have any windows that span beyond the limits of the floor/story on which they are located. However, in considering the variance request, the DRAC must decide whether or not the proposed design more effectively addresses this issue than would a redesign that meets the standard. In staffs opinion, having the non-complying windows cannot legitimately be said to rnore effectively address the issue than would a design without windows in violation ofthe standard. Lastly, a variance can be granted if it is found to be clearly necessary for reasons of fairness related to unusual site specific constraints. While the site is not located in the original townsite or on the grid street system, the site specific constraints of the subject parcel are not of a nature that require construction of windows in violation of the standard. That is, the topography, setback requirements or other constraints do not dictate that the only feasible or fair way to develop the site would be with violations of the "volume" standard. There are no unusual site specific constraints on the subject parcel that would justify a variance. While staff realizes that the literal application of the residential design standards is not always appropriate outside of the downtown core, it is nonetheless a requirement of the Land Use Code. That is, the intent and legitimacy of the standards would be continuously eroded if variances were arbitrarily granted because a standard was thought of as "applicable versus non-applicable," or "appropriate versus inappropriate." Rather, variances should be granted if and only if one of the three criteria by which variances could be granted is clearly being met. In this case, staff does not believe the proposed design meets any of the variance criteria. RECOMMENDATION: Staff recommends that the DRAC deny the variance request, and direct the applicant to redesign the residence to comply with all of the residential design standards, including the "volume" standard. This recommendation is based on the finding that the project, as proposed, does not satisfy any of the three criteria by which a variance can be granted. RECOMMENDED MOTION: "I move to deny the variance request, directing the applicant to redesign the residence to comply with all of the residential design standards, including the "volume" standard." ATTACHMENTS: Exhibit "A" - Submitted application package .. ATTACHMENT 1 LAND USE APPLICATION FORM 1. Project name -522 =09 Be-,nz. 2. Project location ace T Qz- ZLÂ·*eeÂ· '- M+Â», e (indicate street address, lot and block number or metes and bounds description) 3. Present zoning 4. Lot size 5. Applicant's name, address and phone number .Sker'r-- S*mad,er*=. po ret A-5 peD (Re. 61>0 -4069 6. Representative's name, address, and phone number 56*Ynt-/95 48.ove 7. Type of application (check all that apply): Conditional Use Conceptual SPA Conceptual HPC Special Review Final SPA Final HPC 8040 Greenline Conceptual PUD Minor HPC Stream Margin Final PUD Relocation HPC Subdivision Text/Map Amend. Historic Landmark GMQS allotment GMQS exemption Demo/Partial Demo View Plane Condominiumization X Design Review Lot Split/Lot Line Appeal Committee Adjustment 8. Description of existing uses (number and type of existing structures, approximate sq. ft., number of bedrooms, any previous approvals granted to the property) Dev) ..~, p 6/e .**m:-6-1 Abile -3 Ae,Deed--rn 1 9. Description of development application lue FeeD TO *rk 4- rn-13 t*vee e 4 71< 4,/e,me- A SfEA+n A-1>0 -le.'1 -56'> 1,/te.11 111,4/An,51 0,> 6437- wr-st > pant,i S rn i , - re e pl *U *144+1 20 10. ~ave you completed and attached the following? \/ Attachment 1- Land use application form Response to Attachment 2 Response to Attachment 3 .. CERTIFICATE OF OWNERSHIP Pit:kin County Title, Inc.,a duly licensed Title Insurance Agent in the State of Colorado hereby certifies thac SCOTT SAMBORSKI, DALE HOWER AND FELIX HOWER are the Owner in Fee Simple of the following described property: LOT 2, LACET SUBDIVISION, according to the Plat thereof recorded July 15, 1994 in Plat Book 35 at Page 10. COUNTY OF PITKIN, STATE OF COLORADO. ENCUMBRANCES: Deed of Trust from : Scott Samborski, Dale Hower and Felix Hower to the Public Trustee of the County of Pitkin for the use of : Pitkin County Bank & Trust Compan to secure : 555,500.00 dated : April 24, 1997 recorded : April 30, 1997 reception no. : 403928 Subject to easements and rights of way of record. This certificate is not to be construed to be a guarantee of title and is furnished for informational purposes only. PITKIN COUNTY TITLE, INC. authorirdd mignature CERTIFIED TO: JUNE 12, 1997 @ 8:30 A.M. .. ATTACHMENT 3 SPECIFIC SUBMISSION REQUIREMENTS All applications for DRAC review must include the following information: 1. Neighborhood block plan at 1"=50' (available in the City Engineering Department). Graphically show the front portions of all existing buildings 1~2*- M ilt-+4 on both sides of the block and their setback from the street in feet. 2â‚¬.viâ‚¬Â®ED PLAN SAID Identify parking and front entry for each building and locate any accessory Ner- ABEDED. dwelling units along the alley. Indicate whether any portions of the 5 houses immediately adjacent to the subject parcel are one story (only one living level). < Site plan at 1"=10'. Show ground floors of all buildings on the subject parcel, as proposed, and footprints of adjacent buildings for a distance of V 100' from the side property lines. Show topography of the subject site with 2' contours. All building elevations, roof and floor plans at 1/8"= 1'0. A graphic verification that the project meets or does not meet the "Primary 1 1 Mass" standard. F. Photographic panorama. Show elevations of all buildings on both sides of (2/ 1 9 - H i TEK the block. including present condition of the subject property. Label SAID Ftâ‚¬ photos and mount on a presentation board. ft,to -rL+Ts . 9-S' 6. A written explanation of the requested variance and a discussion of why a variance would be appropriate and would not compromise the intended V~- goals of the "Residential Design Standards." The applicant may provide any offsetting design features that may mitigate impacts of the variance requested. John Golumbus c/o Charles Cunniffe Architects ASPEN Â· PITKIN 520 East Hyman Street COMMUNrrY DEVELOPMENT DEPARTMENT Aspen, CO 81611 June 3,1997 RE: Sleeping Bear Residence, Residential Design Standards Review Dear John, The Community Development Department has reviewed your application for compliance with the "Residential Design Standards," pursuant to Section 26.58.040 of the Municipal Code. Staff has determined that the proposal is in compliance with all of the Residential Design Standards with the exception of Standard 26.58.040(F)(12), Volume. The "volume" standard states that: "All areas with an exterior expression of a plate height greater than ten (10) feet, shall be counted as two (2) square feet for each one (1) square foot of floor area. Exterior expression shall be defined as facade penetrations between nine (9) and twelve (12) feet above the level of the finished floor, and circular, semi-circular or non-orthagonal fenestration between nine (9) and fifteen (15) feet above the level of the finished floor." The "south" elevation is the only elevation that does not contain any violations of the "volume" standard. On the east elevation, the lower parts of three windows are between nine and twelve feet from the height of the first story's finished floor, while multiple windows extend higher than nine feet from the level of the second story's finished floor. This latter example (second story windows) is also true of the north and west elevations. Given the lack of compliance with the "volume" standard, you are left with the option of pursuing one of the following three (3) options. First, you can accept the two-to-one floor area penalty while ensuring that the entire building, including FAR penalties, will fall within set FAR limitations. Second, you can redesign the proposed structure such that the new form would comply with the "volume" standard, as well as the rest of the residential design standards. Lastly, you can appeal staffs findings to the Design Review Appeal Board; if a variance is to be granted, it would have to be based on one of the following three factors: (a) the- proposed design yields greater compliance with the goals of the Aspen Area 130 SOUTH GALEN.A STREET ASPEN, COLORADO 81611-1975 PHONE 970.920.5090 Â· FAx 970.920.5439 Printed on Res'cled Paper .. Community Plan; or, (b) the proposed design more effectively addresses the issue or problem the given standard responds to; or (c) a variance clearly necessary for reasons of fairness related to unusual site specific constraints. It should be noted that further review of the proposed accessory dwelling unit and associated residence will ensue, and changes to the proposed plans may be required. Furthermore, any variations from the approved plans will require re- review. Approval under the "Residential Design Standards" does not guarantee floor area allocations or approval of other dimensional requirements; rather, it allows the project to proceed through the remaining review processes. Your cooperation in providing the required materials for this and subsequent reviews is greatly appreciated. If you should have any questions, or if I can be of help in any other way, please do not hesitate to contact me at 920-5095. Sincerely, ED 'Vall.Ul lull daas City Planner 0 00 . 0. .4 VICINITY MAP 14- 4 '22 ' I'.4. ..d4, '.4 ~'5MIA. -*. '~f <b~A#254 Ylvel 4 4;4Â«62~1 .0\ * 9*.--**Â·-4.-j NÂ» f 34; th. \P 44 7 09Â»Â«C--- 1~Â»~~~~71Â«0-----41 + 4/ '... Irt.f.I '0- '--+ i \ 4.h 2 /9. 1,6AiS,~@~unny Ct j t , 1 -*9502+Ix& 7, i./.> 3 L \4 ffy a?7,0-,-CÂ« . 9 L 'NÂ· * AhÂ·port A.,5//t - *A 9% 42" 4 Aspen 6 , hs Â·-2 X \ 4-1 f ..\ 12 1 Ch A#h -' U__~;~ 1\ 4 4 i* -c 4 7 ; 7% Ef ' Not '11 rodnng be $60..or named e. nuap : It An 2 4 # Tent j,g**ood Ouck Â£/ \.64 1 2 I Ultâ‚¬& M met' FU<. Some reaA".9 ..2 . pmarâ‚¬. p.reyed. or...c-,mâ€¢mon. < 4 1/1 X 1-/1/f ; . p..r, c;, , bake ' t* ,' 0~~._. w A L ~0,0* 0 B*nam 9 / j. Golf Course 44~.. ' APâ€¢Â·-i _F~~"F-Â·-%mi-1 t r <63.. ~ ~ti . r./---~~0 1~ 1 :~ 9 ' ' 'VS 6,~ ..J-*24 2.--p \... .~. *i Â· - 9 %* / 1:rÂ£ 4 / .3/ 63 -4.E -,-,U fÂ» 6- ~,1 '-1X .Â£ - 649'--. 4 AL ri:.3' Â·Â·Â·Â·--,L_/ 21/ /1 %26. -~'0 .P -~ 36% . ff 1~27Â©4617'~, ~/ .tail. am is=,Ii -IiZZE;7-27~277313~2_-'-~~~8*r . 1.:36 ~'dld-00Â¢g -~ 9.3 1 1 Vt, n i a 't; 1 ; 9â€¢- 3,&0-~->2,44# Ch (1 h .1 1 i - --3/-9-kfill# ;'eT -h. \%.36* P,4/ / 2, (3 4 L.- ~ 11 e ' 2 9-429*PS'**94.1 4Â»442 , 'e Atar'llâ€¢ la#t PArâ€¢rÂ°â€¢â€¢,~*A;ff~24, * ~ 2' 1 / #ryÂ« ki--6-_<IR .-- .' LY &33 4-fi~-#f-;L.-..l.IP--~~'~-iâ‚¬ 1>. '~ a Â£*~44~ 'Ce j. 34 2 'ty.1,-M# (,1.5#,7 g- 04:71 4 le,/1=20 7 - Â°1*74;F-9~3:;44Â·-5 --z~* f,kji~ -11 6 - *E L Fe be#fr* 1 h--I~ ,if %. 44,2 *~0:24~'-- PROJECT--409~TION I /1 [IG' ro. I. Doe , 47. 54*54 )#45#A i-~ . 0 463 f) Elf *6Â«/Th b.1 1 1 To Twin Lakes, /noependence Par- 1 *,i' ., ,u, â€ž, Lul UllnL ADDnEVI~INO UENEHAL NO I ES SHEET INDEX ~ ~~ - *FF INE FINISHED FLOOR EN EXM U UGHT SECT SECT=....~. A ALL CONSTRUCT/ON WD WATER/ALS SHALL BE AS SPECIFIED ANO IN TUORDANCE *CCOUS Â£]USTUL ELECT ELECTRICK WFG 11>HUF ACTURER SE# SEVER WrTH All APPUCKLE COOES.ORDINANCES.L,DWS.PERWKS.AND THE CONTRBCT DOCUMENTS. ADGENDA.,DOEMOUW EC ELECTRICK COUTRITOR â€¢A.L W/ERiAL SMT SHEET 2 THE CONTRAOTOR SHAU BE RESPONSBLE FOR THE Â£URATE PLCMENT OF ALL NEW , ~~ ~ICENT EL ELE,f *31014 110 WASONGÂ¥ OPENING S'F SHEET VIRL FLOoil,6 CONSTRUCION ON THE SITE. . METAL SMLy SHELy (ES} CING} . AGGREGATE ENGR ENGINEER WTL ALTERN,rE EO EOUAL UM WAJ[IMUW W.1 9 It.AR 3. THE CO,frA,CTOR SHALL VERIFY ALL DIWENSiONS AND SITE CONOTIONS BEFORE STARTING ALLIWIM,j/ Ers f XISTING MECM MECHANICAL SL SLOAG CONTRACT- DOCUMENTS Â»ID EXISTiNG CON[XTIONS.NOrIFY THE ARCHITECT AT ONCE FOR WORK. SHOULD A OISCREPANCY APPEAR iN THE CONTAKT COCUMENTS.OR BET'NEEN THE Â· APPO APPRO,ED E.; F'PAIC>K.N .01(T MC MECM,MfOL CONTR,CTOR STE SOUNOTRANSWISSION CLASS JNSTRUCTO# ON HO# TO PROCEED APPROX APPROXIMATE EXP LIPOSED wED MEDIC (INE) CAL} SPEC SPECIF IC,KI 04 ~ AACH AFCM[TECT (uruu EXT- EXT ERK]A â€¢IN WINIWUW SO SQUARE 4. SHOULD A CONFUCT OCCUR IN OR BETWEEN DRBWINGS AND SPEC:FICATIONS. THE SPECIFIC,JIONS SHALL TAKE PRECEDENCE. UNLESS A WARTEM DECEION FROW THE â€¢5,2 E SOON KS POSSIBLE Fo FKE OF MISC WISCELLANEOUS SE SQUARE FEET ~CHITECT HAS BEEN OBTANNED WHICH DESCRIBES A CLAR1FICATION OR ALTERNATE BE!A aASEBOARD A.â€¢OfATION FIN AMISH NOW NOWINht SS ST.â€¢INLESS STEEL :ETHOD AND/OR WAIERIALS. MFORMA/a SEE "="b F09 /41 ~Dâ‚¬M Â£WES -0 Ew BE Â»1 Â¥P F\REPRELF ME NCT IN CONTRUCT STD ST A)401,680 BAG BE,8!NG FPL FACE NA Ner hPPLJOBLE SIL STEEL ....... & THE CONTRETOR SHILL CONFINE HIS/HER OPERATIONS W THE STE TO AREAS PERWn-TED er THE ONNER. BE LON FINAHED FLOOR FIXT FIXTURE Mrs Nar TO SCALE ST-RUCT STAUCTURAL BErÂ«EEM FLA FLOOR OC oN CENTER SUB SUBSTITUTE & THE JOB SfTE SHALL BE WAINTNNED IN A CLEAN,OROERCY CONDITION.FREE OF DEBRIS 1 Bu BLOCK FO FLDOR DRNM OPG OPENING 9JPPL SUPPLEMENT AND UTTEFUND SHALL NOT BE UNREASONASLY ENCUMBERED WITH ANY WATERIALS OR EOUPHENT. E,CH SUB-CONTRETOR NWEDI,JELY UF'ON COMPLEnON OF ED PHEE OF BASEMENT FT FOGE.FEET neo OPPOSITE SÂ·~S SURFACED FOUR SIDES HIS/HER WORK SHALL REWOVE ALL TRASH AND OEBAS AS OF RESUU OF HIS/HER BRIASH THERMAL UNCTIS} FTG FOOTING DAN CANWENT~ SUSP 2tSPE~XED; OPERATION. BOARD FON FOUNDAT?ON OPH CPPOSTE MNIC TEL TELEPPK]ME BarM SIDES FURN FURNISH 00 OUTSIDE DIAWETER TV TELEVAION 7. ALL WATERIALS STORED OM THE SITE SHALL BE PROPERtyÂ· STACKED AND PROTECT-ED TO PREVENT DAWAGE AND DETERIORATION. FAILURE TO PROTECT â€¢ATERIALS MAy BE em-row OF GAL GALLON prN PARTIT// ' TEMP TEâ€¢PERED CAUSE FOR REJECTION OF WORK. BUR.Â£ING GA GAME d PENNY t NAILLECTJ THK THCK 08]NET G.01 GALyiNIZED Pfff PERFORAIECO} TU TOILET & THE CONT-RETOR SHAL DO ALL CUTTING.FATING.OR ,=ATCHING OF HIS/HER WORK THAT Wn CL i CENTER UNE GC GENERAL CO,frATTGA PLAST PUSTER TAG TONGUE NIC GROO~E ENDANGER Wf OTHER WORK 81 CLMT}NG.EXCA/ATING.OR OTHERNISE ALTERING THE TOTAL BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERCY AND SHALL NOT CLS CEILING GL GLASS.GLAZED PLAS POSINC T&8 TOP AND BOTTOM WORK OR ANY OTHER PART OF K. ALL PATCHING.REPAJANG AND REPOONG OF MATERIALS CER CE RAWIC GR GAADE PL PLATE To TOP OF AND SUADCES CUT OR O.-GED N EXECUriON OF WORK SMALL BE DONE WITH APPUCELE MATERIALS SO TH,T SURF,CES REPLACED WILL UPON COWPLETION.14,3-CH SURROUNDING Cm CLEm Sfp GrpSUM PLEX P{EXIGOSS T TREAD SIWILAR SURFACES. CLD CLOSET G#B Gre'Suy 'ARC) PLWB FLUWBING TYP TYP,CAL CLD CLOTHES DRYER HON HARDWARE- -7 PUNCOD UG UNDERGROUND 9. NO POErION OF THE WORK REOULANG A SHOP DRAYING OR SAMPLE SUBWISSION SHALL BE Ct,3, CLOTHES WASHER HD HEAD PROJ PROJECT- UNGL UNGLAZED COWMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED 8, THE ARCHITECT. All. SUCH PORTIONS OF THE WORK SHALL BEE IN CORDANCE VIFH REVIEWED SHOP CCL COLUMN ~NDC HEPTING.VENTING.AND PROP PROPEHT-1 UNFIN UNFINISHED DAMNINGS AND SAMPLES. MA CONUTIONING or (DAR TILE CONC CONCRETE UJ,= UNLESS ITED OTHER*!SE C.1 CONSTRUCTION jOINT HORIZ HORIZONTAL- OTT WN(Trpr U.ON. UNLESS OTHERÂ¥!SE NCTED 10. DIMENSIONS: Comr cONT LK;ous HFâ€¢ HORSE PONER R ~OUS UBC UNIFORW BUILDING CODE A ALL DiNEMSIONS SHALL TAKE PRECEDENCE WER SCALE OF DRAWINGS. a ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERMISE. COORD COORDINATE ffNM MOT WATER HEATER RD ROOF 28,1. VIF VEmFY IN FIELD C. CEJUNG HE,GHT D;WENS,ONS ARE FROW FWISH FLDOR SLAB To FACE oF FWISH - CTR COUNTER HT HE jGHT M Rooli VERT VERTCAL CEILING WATERIAL UNLESS NOT ED GTHER,#ISE. C- COJWTER SNX 11*ZL INCLUDE (D} (ING; RS ROUGM SMIN Vcr VINYL CCWPOSFOI TILE IL CONTRACTOR TO PFO/IDE ALL NECESSART BLOCKING.BACKING.AND FRAMING CF alar FEET INFO INFORWAION ACS RESLUENT CO/E BASE v VOLT FOR lefT FIXTURES.ELECTRICAL UNKS.AC. EQUIPMENT.RECESSED ITEWS. ANC) ALL OP ONâ€¢PROOFING 'fP INSPECTOR.MSPECTION R REINING WALL .H WATER HEATER (IHER ITEMS AS RECUIRED repr DEPARTEENT tO INStOE 01*METER REF REFER IC 'NATER CLOSET OTL CIr NL INSUL INSULATION REFR REFRIGERATOR WP WAJERPAOOF 12. WHERE LARGER STUOS OR FURRING ARE REOUIRED TO COVER PIPING AND CONDOfTS, THE LARGER STUD WZE OR FURRING SHALL EXTEND THE FUU SURFACE OF THE WALL 0'* 0 DIAâ€¢IETER INT INTERIR REINF REINFORCE ( Di WT WEEMT WIOTH AND LENGTH VIHERE THE FURRING OCCURS DIW DIWENSDI Ir aMT REBAR REINFORCING 8,â€¢A (S) WWF WELDED WIRE F FRE ON DASIMIASHER 1Ct JINCTE* RESIL RESIUENT W[10 11 PRO/IDE F{RE SPRINKLER PROTECTON THROUGHOUT THE BUILDING. THE CONTRACTOR ON DONN KWH KILD#ATT HOUR REOD REQUIRED U WITH FOR THE FIRE SPRINKLER S,5rEM. THE FIRE SPRINKLER SYSTEMS SHALL MEET THE SHALL BE RESPONSEE FOR PREPARING THE ORANINGS AND OBTAINING THE PERMITS ' DR DRAIN L,8 LBOR *r-CRf R mSER ./0 WITHOUT REal,REWEETS OF ALL APPUCABLE CODES AND ORDINANCES. ONG CRANING L,â€¢M O.WiNATE (D) AO ROUGH OPENING 10 WOOD 5PKIS. VOIOS.RTICS. ECT. VERIFY TYPE REOUIRED WITH ARCHFECT PRDR TO UNST,LL,TIC)M. EA EACH UW LAIATOR! SM SANITARf \IKS WORKING M. PRO/IDE AL ;CCESS PANELS AS REWIRED By GO/ERNING COOES m Ati CONCEALED - ' ARCHITECTURAL SYMBOLS CODE ANALYSIS ! SYMBOL LEGEND APPUCABLE CODES: ; 894 U.82- AND Am REQUIREMENTS EM THE ASPEM BUILDING DEPAATMENT DETAIL NUMBER EXTERIOR ELEVAnON -~ 98.2 SPOT ELEVATION , / = \634~ SHEET NUMBER BUILDING TYPE SHEET NUMBER --1 i *Ta, TEST BORING R-3 SOUAAE FEET AS DEFINED ef USE.- 4990 /N/-3 - BUILDING SECTION Q< 0 27 TCP OF ELEVAnON -45*___~,-Er NUMBER ZONING -H REWSIONS HEJGHT UWT: 25â‚¬ LU kp--_22- NEW CONTOUR WALL SECTION FRONT YAR[ SETE#CK U-7 VICINITY MAP (v ; '001 a SHEET NUMBER SIDE YARD SETBACK CC 1 - /51. BaSTING CONTOUR REAR YARD SETBACK 25'e i KITCHEN â‚¬:~ ROOM NAME - KEYNOTE ---=- CENTER UNE Ek----~ ROOM NUMBR FAR. (SEE SHEET- FAR 1) 324 ~ ~ LL,1 . Lilli 1 ---- HIDDEN UNE 0 Ca- -1 MNDOW TYPE ~ MATCH UNE TGrAL 3424 SF / | SETBACK UNE ~ DOORIYPE 2 i AV BREAK UNE 2<---\ /'13~4~-_- PROJECT NORTH i ; PROPERn' UNE A -* INTERIOR ELEVAnON@ 1 6< A&J~J ~ SHEET NUMBER ~00,~| ~~ TRUE NORTH ~ 4 PLAN & SECTION 1 : ~ MATERIAL INDICATIONS ' I i EARTH MASONRY INSULATION ! i - DRA-xG -7 2 0 7 7 : -.vil--2-*E COMPACTED FILL : Â·Â·>Â»>:Â·x<Â«-55' CONCRETE BLOCK Â·'HA.1 1 1 0.020'20 BATT PROJECT DIRECTORY ~ Gaa,r-u,-no,r- POROUS FILL BRIX i' RIGID ! 1 1 RCHITEET STRUCTLMAL EASVEEN COVT,%*77,1 Â· i inriminm UNOISTURBED FILL STONE WOOD 50 E.HYMAN AFL 1360 S./LARKSON STREET SCOTT SAWBORS/O JOB NO. 9726 CHAALES CONNIFFE ARCH. WARTEN DESIGN TWEERUNE CONSTRUCTION SU(TE 301 DEAWER. COLORADO 80210 PUBOX 184 ' DATE ]UNE 5.1997 1 85/LA'i..9,4 ROCK , GLASS BLOCK -2:ES;4Â» FINISH ASPEN. COLORADO 81611 TELE; (303) 744-7839 ASPEN. COLORADO 81612 14 " TELL (9701 925-55ED FAX: {303174+9603 TELE:(970)920-4068 i FAX: (970)925-5076 FAX. 8701 920Â·4068 \ CONCRETE METAL 13<1 ROUGWA , 1 SHEET NO. LA,Â£]SCAPE ARDITELT AECHA;*CAL E-EE7? GEnrEC,#ACAL ENG 4 1 - ~ BLOCKING AO.1 GROVE UGHTWE]GHT GLU-LAM CONCRETE - r[3 i ) \41/ ~ PLYWOOD SHEFT OF Â¢,a-,co on-a,-9 ~00â„¢:r, 1 .; ____ W_- __- _ . 2:88'gmw 5% e4B&Â§ S1331!HONV 31:IINN(-13 53-INVHD 9205-â‚¬Z60Â£6 :XYJ . 0695-Â·fai)Â£6 :Tilt . UN? 03 'NUSY . mf lilflf . 'l,fÂ¥ NPWAH 15,3 025 NOIRAICifIng 133Â¥I '1 101 .Â£956-98{)Z6 XY, . VEZE OZLOZI; 3 111 . SE,111 CD '3(]IMilt Ill . ']AV O(1Â¥11010) '3 OZE OaÂ¥210100 'N3dSV 4.1 0 . 1 .EDWAL 1 bl Â£25 1.75 - 12188 ~ MI. -1 h u '21":/IMII': LL C 7/. .. 1 ..Â«9.171[~EFF,alli./5- 'A 'll' 9*5 1 !}fi '..0 ... A i H. @83 1 21 - ... 3:i/fitÂ«.~tef//IC 4 4 09' Â· Â· ' ) THIS SPACE NEEDS 745 SF OF ~ W Zel 11 / , , f>I ''fll~//1 - - 70.4 SF OF FEA NEEONG UGHT ~ , \ AND VENTRATION. THEREFORE ~ ~ /FEA NZYICTO# L. '' 3.5'-3-- / 7 1 i ' 1 OPERABLE WINOMS. CONTRACTOR ~ 0-V 1 1 45.2. i ~ THAT WINOCNS WEET THIS CRfrERI~! / ,Â· ' 1 1-0 VERTFY WITH WINDOW WANUF. 1 1 ~p~.=Z T~ 29 . I - 9... 1 I p / . - //2 b /00 V 11 1 -----4--------- t,/7 7, . , 99/57 ' I 11 5.. ... ,/t 6-- # / r. I~Z__-1/ 1 Â· Â· Q~.ty; ~ - =11 == 0 1 11 ' rp = =Il = = = - 1 -7-=== 11 '. APPUED TOMAADS FAR 2205 SF 1 /1 - : I.-I-/ - 11 -U r' #1 '0 7- - - - -: 142{443,1 4 11 It 11 1 , , , r-=,=Nia// -*.-0 1 / L ' ~ IL Ir GROSS AREA 1.302 SE I d PERIMETER WALL AREA 1673 LF X *18403 SF T. . -11 ----17 < EXPOSED WALL AREA f625 LF X 7542188 SF / .:Il PERCENT PGE ~2188/\&403-fit Â£9Â·f: Â· Â· L.*eL- CT X !302 Â· 89 SF APPUED TONARDS FAR 1 ---------JL--0 ~ !4.- 1-0- 96' - 1,-0- f C-) UPPER LEVEL PLAN 1 G LOWER LEVEL PLAN \ - FAR SUMMARY w-~ EXPOSED WALL 1 ~ 114.5 x 11 - 12595 1 -LOWER LEVEL 89 SF . MAIN LEVEL 1130 SF . 1 1,/1'j .1 . ./.. I. I. 0> 111,1 - UPPER LEVEL 2205 SF /.// / , 1, TOT AL 3424 SF ' ~, (DECKS LESS THAN 6% OF TOTAL AREA) / 9 Paft:;3 jitt},EfÂ»Â«94,~fd ; r 'YA.1:~ft,\: u , .,4,1>90,~ , .-4 1.PAVVIP,6. Lu Yei N., / FAR ALL[WABLE er SrrE l 3~---KI*loitter_itf~ 1 9 r Y /V . 0- A ~q[. AREA 98\4 7 1 I 'r Â·Â· â€¢ 41 1 SU*Â£42.~ EASEMENT #0 SF 1 1Â·2/404#11.1 PPLM , \ 2 4"Wl/. ,/it,t. NAT U R #GRADE / 360 SF (720 SF X .5 20% TO 30%) a 104 1 SLOPE REXETION / EXPOSED WAL 0 'u ' 4 0 615*6-4/5 TOTAL LOT EXPOSED WALL ~ 7493 SF " ",9, 44: . ' I&25 x 75 - 2188 ' TOWARDS FAR /\ .41, th 11 11 5 52/ it FIRST 65/ = 3,24~~ , A - 1"ill I 7,493/16,000 - /.493 SF '0. ,/ 05Â»21/ [ i j ? 1 / GfOSS LWABLE AREA !574 SE 1.497 / 100 = 15 X 14 = 210 St~ EXPOSED WALL , 1875 x 11 - 20Â£25 fERIWETEA WALL *EA 2165 LF X 21-2376 SF Â· DRAWING XPOSED WALL AREA 1145 LF X W-1259-5 SF 3Â£40 + 210 - 3450 ALL[N/ABLE M4 * & 195 11 X 7544625 SF 675 LF X 6-405 SF 7 LF X 75-525 7 1875 X * 20&25 SF ' 3.424 ALLONABLE FAR PER CrrY ZONING / 7 175 -525 J fr02 SF JOB NO. 9728 Â»n 2 ---0--00- DATE IUNE 5,1997 /-7 MAIN LEVEL PLAN PERCENTAGE 905/1574 - 72 SHEET NO. 12 X 1574 - 030 SF APPLIED TONAM)S FAR '. FAR 1 SHEET OF: Â¢CCrrn,fr awue alÂ»09 -I>,~35 1 r. 3.1 I S12)31IHONV 3~1 NAD S313VHD 9los -fr60]26:m . 0655--5I60Z6 :3111 . 1819 020 'N]aSY , toE 311rS . 3AY N,WJ, 19,3 015 NOISIAIC]UnS 1230Â¥1 '2 101 Â£956 -ALLâ‚¬1(6 :XY:t . g[ZeÂ·0720Â£6 :1111 . 5[419 0) ']Unlnrill . '3,\V O{1Â¥MOIC)0 3 OZE OCM{0103 'N3d5V ~3'M 113%,od ---. Mi. -'J//////,ft,/y//j/'fh777=- 9Â«N/AL --- Wa Â»%78*. -- 61 4/ lirt,ill Ihill//ty*d/f-l~ / / / /~1. 745 SF OF AREA NEEDING uGHT - :0ff/lj~ =F==#= / / / / //AND VENTUrION.THEREFORE I' 0 * ;~ ~ ~-~~~~~ii~ ~ ~ TO VER/Fy W/TH W/Noof WAVF. â€ž /4~~ THAT w/Noo,5 WEET THE CR,TERIA 11 ===-3 */9/////// .iwill 4/7/IN///lÂ»iA//i/ijlI/fi 7~~== 3Â»~Â«6==1~ 11 1 ~111~ " 1~ IN I . 2276 SF 0\ ,Â·inul/imtlk A .# - APPUED TONARDS FAR 11 1~ ------~==Â·~:~~~ if 11 --7==w H d 11 11 It s 'N///////:;/DA(fivlze;*ar-(//44 \\ 11 li 11 , 21,/f//'0749h.7~~%E~.t~54~ / 4==2.-_ U 1 1 PERIMETER WALL AREA M LF X &1821 SF /,i:.(MissAFFISS<<1 i 11 EXPOSED WALL AREA CT,25 LF X 7 5-129-38 SF Off f~ 1 " 1 H les AREA 1.35/ SF U - 11 11 11 PERCENTAGE 12938/188}Â·07 11 07 X 054 Â· 93 SF APPUED TONARDS FAR It - - - 4---------22-----1-L-.- J C -) UPPER LEVEL PLAN 7." - 1'-0" Â© LOWER LEVEL PLAN - FAR SUMMARY 994Â»,94<,443 LOW E R LEVEL 93 SF M Al N LEVEL ink= 22 - UPPER LEVEL 2.23 6 y LAV///-*ob, - TOTAL 3.422 SF 5--â€¢- 9%444433<$: // $ r (DECKS LESS THAN 15% OF TOTAL AREA) 4.VaV*//74//11 i **ts-295*Â·- -, 41 FAR AL.LON ABLE BY SITE , . LOT AREA 9,814 SF .' LIU , , Â»779 LU SURFACE EASEMENT 1 acc; C: 8: C ~. FROUT PORCH , , FAR.EXEMPT '' ..61 -1 2141Ek-~~ 360 SF (720 SF X .5 207 TO 307) It , tle-'- -iÂ·=,05â€¢=â€¢ TOT AL LOT 7 493 SE TON ARDS F AR n.,fyÂ»-11 -4, -%/.-I 1 .0 FIRST 6,000 3.140 y 7 493 - 6,000 = 1.493 SF GROSS LNABE AREA 165Â£ SF _ 9 , ~ / ~ 9 PERNETE,9 WALL AREA 2215 LF x 8Â·243&5 SF 1.493 / 100 = 15 X 14 - 210 SF DRAWING U | EXPOSED WAU AREA i35 LF X *#485 SF 3240 + 210 = 3.450 ALLOWABLE FAR 95 6 X 757125 SE 1485 Â· M.25 *,55625 SF PERCENTAGE /55625/24365 Â· 64 9 X af - 1055 SF APPUED TOWARDS FAR 108 NO. 9728 DATE JUNE 3 1997 C.-*) MAIN LEVEL PLAN - SHEET NIO. FAR 1 SHEET OF ./).... 0,"125 0/'ll '/O./0/ C ..0901.c,37'28\9 31/1 0/ ../ 1 121/ . 0 34 Sl-331IHI)ZIV 333INNAT) 9313Vt-ID 9609-fr6026 :XY, . 0659--86026 :/111. 1195 00 'NMSY . 102 111(15 . 3,W NÂ¥WAH ISY] OTS NOISIAI(lil AS 130Â¥1 '2 101 1956-944)26 *VI . 9EZE-gall,6 :31]1 . 5[Ng 00 'lanIAT131 . '3AV 0(1~0103 3 022 oaY)10103 'N3dSV ldM.JXy&*3 HOHO.1 IM .... M/. /83 1 1 1 50 1 12 1' i 1 ... 2 -\1~ 2 - HORIZONTAL - CONTROL . h / TBM 7997 77% 1.7- .gor LIM. i3 . ~i FEN(51 j 1 4Â£5 -Fs... D..1.-4.-7.9 / .4' rl//. T, PAYL.1/UL- 4 9. -- 7 6 7..8 - f \ ' ! -., .,L -T- -7 7 ,Â«> * ~ -/ 7994 1 6 ~ - 1 ----- r----i 41 3/ - i' - i 7943 $ -/, 6'Ail/'LE 'L 1 :\\ \till.illil,1//ip il///lff',//1I,l/1/l/ ',i1 i \ /1.0 HT.R.â€¢4Â·Tr IL-wrt c=lp- i.Â»I Derâ€¢ Mr 04 ,-no- - 37,/4ful//1//174777Â®77//ill//4/j '/ <*=4 -h TpLS Â·Â·-41-~A 54*,1"4 71Â«T Fl/%Â¥ 46â€¢surL 4.- 6 ' .4.-lt/l/N, -* LOT 2 9%3 ( 19.14.11 \\ \~ I +71â€¢IlÂ· I- C> .. i%632 /,-ftff- PROPOSED >43 - -<-.Latal".4,1 , RESIDENCE 9 '_ - C , 1 1 .9 1 /- 13 . 1...c.. :r-- i 8 : U.....1,14 -- . 1 1 m. / ' 'lf /,/ j ip-:~.,~*- 4 - 1 \Ch / (Ir ..99. I -- 4,2/ 0 ; L.o*ou- 4.....9:2 I ' 11 r,u.A.-La-LZZL \ 1 - ...6- ... l ./.0 / i l\ . \ ..uâ€¢Â·.0.2. 2,/-Il.1 1 4 Jr.~ 1 7--9 1 6.U.. -0 ./.:0 -t 1. 1,1,11 11 1 1 t. 11.- t E -/ 3 8008 - , ~ 11' it,INA,, | LAWN \~ 4 9\...LE unLITY EASEMENT ._---'-331 \ ; 1 C - . ~ C t - / â€¢f#,~,ir _ ploe. LIM.. \--4- N ' \ . / 'tr... i \ .~0, / f ./% -LÂ·Vt.5.... 2. 6.-ArleÂ» V'im47 wrr-4 3.TIL,-rf C.-no,â€¢,rt 1 4Â»4 *,4, I d 6-arÂ·'O-LAPI M", - 17.-9 - 1---31 DRIVE -' \ * DRAWING LOT 1 1 F.... - i 0-TUM ..EVA-r,OM JOB NO. 9728 S ITE' E...-/1.. 7994+se 2-69 4// 4 VUI, M .....r [DATE JUNE 5,1997 -1 SITE PLAN -10 9/96 (1] 1. c<Â»rru-â€ž-0% -re VEâ€¢,Fr ,ANâ€¢1 PALM<.S DE.FT )/ APIÂ·r TIEI.:S Mi-gO Tâ€¢) 0'2 SHEET NIO. rliTI*â€¢erm=. .SUVE-fOL ,00,10 Mâ€¢ *t.5 -1-0 W <>v~1- .â€¢ i. 0,4/0/1/% pag- 802.1-4 DILIC,lous -t 64' 1, C,$,â€¢.,1/re= p Al.1 9 - FINAL- 1-=IN* 4 L.'.4.1...%.19 81/WM=A. 5..4.Z-Ht-re/7- Ass,MES Ifâ€¢,/~~.-PLâ€¢â€¢Cri,M PU-acy,0 6Â¥ "LVE'DE- 70 6â‚¬ SHEET OF ./.um,<rE, -Ic, is ..7- ls/'....18// DaL,1/QI 0.-25 0.1-â€¢ A'/ITBITS I ......126\5728.1 0/ a. 5. :99/ . . . 4 S1331!HZ*IV 33=IINNAE) 53-INVI-ID NÂ¥38 Ad331S . BEZE- 9Wltfi ?1111 . 50!9 03 '3(]IMAT13] . '3Â·AV 01'A1O1O3 1 00Â¥110103 'N]dSV . 0655-it60Â£6 :3131 â€¢ tl92 03 'N]dg . 10â‚¬ 31]f)Â§ . 3,~Â¥ NÂ¥WAH 198 NOISIAIGE]nS 13)VI '2 101 001 85Â·00 1 0 .0 Ob 0 00 0 ErrER,OR WIUS M FICE OF SIUO *Er Ins /. GEMER< POM INGrESâ€¢ t. IL.0/ES .,0 O.ENS*]NS ./ TO OU/-/+ OF Snlo 'I OR TO FIE OF COICRETE FOINOATIOIL ~ i EXTER,OR *AUS SM,U BE 2%9 STUD Fllili-Ar FLOC{UNfu M -': Iq,i......,1 23 1 INTERIM â€¢,US SM,U BEE 24 Srl,0 FR,Alle Ar // 02.Ul,lfli , , 1 - 4 On,ENSIONS Ar EXTEFUOR DOORS AND WOE]ONS ARÂ£ ROUGH OPENING 1a 7 0-3 Zâ‚¬ ruf-/+Kll/ S,ZES BASED ON WEAHEASIVELD WIPPOIWIC~Â· COITRITOR S v Â· , i-=- Râ‚¬SPOMSBLE FOR POIR,5TWEITS IN ROUGH OPENINGS f MJERIATE afl ' 11,#AJECTUR'ER fS SELECTS EVCT WUKrt* PATTERN m BE 1 1 1 DETERINED 8* 54â€¢ER. CONTRKTOR TO COORDINATE AL Aoug, . i I OPEM,NGS PR,OR TO FRMING. 5. PACy,DE Sallo flail,rw / Wâ€¢Â£1-SJZDC/3.,/O Cau,m OF 1 1 I ALL S/HFCOWS MO WED{bllk 80[}MS, .fiSO SURIOUNOIMG E ZZ*CrOI NI MEOÂ¢,4,UCAL ,~PUIU & C)*rul ELEYEK]N 0[74 91â€¢LS SITE ELE,ED, 799,5 *NE,TMES PLAN REFLECTS . ~ | ~ Clut#$O(ACHAIGES (/. SEE SITE Pt,4, SMEET Al FOR AL CTHER I,rES W,0 A t 1 210 -- SUBMISS.CW. Lj 0 1 19) 11 '12 - 1 1.-1 1 41 141 6 Â· hi 1 . -- I . 1 1 9 1 9 1 1 1 ii 0-7 , 54 1 1 1 1 o li 1 1 1 4,1 -1. C ./ 7\'IN 0 -n 1 1 0 11 04 14 a '.1 0 8 1 --- -- 1Â· L.1 - % 11 1 1 11 11 1 1 = I 11 11 -- -- ---L---Â»Le . 9 '' , 4 r ~.------ k -4-2Â« - 4 1 n-__________ . 32 | 1 -r-1 , 1 0 1 / Pr-Zt--LL_ - I /4 Â« 8 ' ' CE) v 11 --4 IiI 5 // 7=-2 z--2-- -2-0 r 1 9 11 Il il + 4 li, 11 , 11 /4 I 4-_=L__L---Â£2~ i 1 1 0 il 9 1/ --1-1------ - 11 Â£3 ~Ii--Ill-I-- ------- - --i-- 4-1-- 1 -- // i // -- DRAWING ---jL_ // 6 --------0 -2-2-26-0 9 JOB NO. gna - 00./4/%--LJ DATE ]UNE 5.1997 C fi) -#. (Er SHEET NO. e . NC~E:THa POM REFLECTS DDdENSal'L CH~GES ./tr. FOR ./.HEA CES /O Â© LOWER LEVEL PLAN eXCLI~ 511811!SS.I. 14.- 1'-01 A2.1 SHEET 600â€¢-3/ O-13 0.-* ./.'I!*33 Gee Sl.331IHDMV 33:!INNAL) S313VHZ) NV38 Ad331S 9Â£05--TESOLS Â·Â·XW . 0655-ft6026 Â·11.U . 11919 03] 'NÂ·M,XY . 1(HÂ· ilitl,5 . Â·cl,\Â¥ NÂ¥1~Alll 1571 01Â§ NOISI/\le lf-Ins 110Â¥1 'Z 101 2956Â·97.Lt),(6 :rel . 9[ZE 97.ZIZA '1111 . 5Ftlit 01'1(1]MATI]1 . 'JAY 0(19(1100'3 OU 0(IVHO-103 'ND,15Â¥ - IDE Rk Pul ./ES. L ALL GRÂ£UNES AND 01â€¢ENS,I,S ARE TO OUTS,DE F,CE OF STUD Â£ 0 0 00 S 70 /,CE 1 ETE FOUND,â€¢rDL U.Na EXTER,OR *AUS OR FICE OF STUS / IMIEIVOR â€¢,4.15 1. 2. EXTERKI WALS SH/LL SE ZES STUD FR-6 ~ 7/ fle.(15.Nal 1 4,TEMOR W.US SMALL BE 21,4 STUD FRI-G / rÂ·-/0Â£.no/Â£11 ZC .C }3Â·/ 3 4 ___11.--. 4 0,16,9'5,6(S / ErTERIR DIX,rS AND WINCONS *â‚¬ FOUGH OPENING . Z-9 -7..0 Ta S#ZES BISED ON IE/HERSMIELD C,7/(hle,-CONTRKIDR IS la AESPONSiaLE FOR ADA,SrIENTS u, 1,01Â£M OPEINGS / ITERIATE /a WINUF,CTURER IS SELECTEE EXICT WRIN PATTERN TO BE CETEAWINED / 0,NER.CCÂ»rrAUCTOR TO CO~O11,â€¢rE Al Mol/,4 OPENHIGS PR,OA TO FR,-Â«4 1 *P SOUND INSUUJOI IN WILLS.FLOORS-[ CEJUICS OF ~L NECH<4 -fÂ»4 ILL IATHADOWS ANO WEEHANIA AD[*S. *50 SURFUUM{â„¢1 5. DATUâ€¢ ElEÂ¥/**1 1000 EOUALS SfTE ELEVAJOI 79945 SUE SITE PlAN SHEET wl Â® 7. .co,Â¢Â·ru-,â€¢.uL-n>~. -rÂ·. ILÂ»vic. ....1..... #1Â£Â»<rn o., Da.â€¢.1/A.6,. 1~2 0,2Jrw~U-- .L 4 @ 1 :~ -48 LkiHT Wau- D-er.,1.Â¥ 1-2 Z '' 2 -1 1 46 ~<~ r on 2><EKLISE./2.22-Lâ‚¬-ION * 0-9 .. . :LA. 4 4 21 \ li Ef>Â·0â‚¬r-1+ 4 - 91 in,w=-01,1 . -/ 1 1 041 2 0 - In- v C 251 \ 7 / . rÂ·z Â·-e Sts>,ICAL--3<( 31-= Low.2- -vuu LAL~ A'ovj-) / V 9/ 4 tp 4 1 0,â€¢r .5 â€¢:eâ€¢-rtu,TÂ·t~pÂ·+ #*71 ~ ~ 1 4, - â„¢2.........T- 1-~3 , r ------------- ~ 1-- 1 61 1 ' r' ..J .1 1 1 /4 1 U <MIL -5/'-4, tip /0 It .<.1.7- .1.2. uÂ»* D V i 9 v / r---- - 1 1 11 /4 4\ 11 1 1 4> _ 4 2/ fl 1/ 1 la- - 1/ ee I Â£ 0 9 F '1 i / Â£-6 ,-JOVE ---- 7 6 It 1 k ----- --- 1 /1 // 11/ 11 1 r /1 // /1 fl tr /1 /j 1 11 ---- 11 /~ DRAWING 'r G A.... PLA- 1/ 1 ------ 3 1 )06 NO. 9728 DATE JUNE 5,1997 / SHEET NO. ' Â® LOWER LEVEL PLAN \~ ~ 82.1 'All - 1Â·-o- / SHEET OF *...... 0..lo-'ll .m.'Ics : 101Â·03'149;29\9128~21 0,/ " 1 %7 2 1 :â€¢ Â· - D.i Â·6Â·2 Si)31!HDNÂ¥ 333!NNCID S313Â¥HZ) MÂ¥39 Ad3315 920MZ6026 M . 0655-5Z60Â£6 IT]1 . 1810 01 'NMN. M ]UnS . '3AY NY,WI 191 03 NOISIAIC]gAS 133Â¥1 'Z 101 S.J. , 9[ZE-QUAZ6 'nll . 5[tÂ·10 00 '30IXnll]1 . '3/tÂ¥ 00'â€¢110103 3 072 OC]VN01O0 'N]JSV 0 8 0 1. GU,ERIL- el.,N NOTES i. ALL GRIDLNES MO CIWENSIONS ARE TO OWS,DE F. O 00 EXTEFIZAR WÂ»US OR ACE OF STZ,0 4 11,TERD* WW~ OR m FIE OF COICIRETE FOUND,10,1.UND. 7~~ A EXTER,OR VALLS SH,U BE Z.:[5 57710 FRAAING g f-â€¢f QC.(U.1,01 [43Â¢ 1 1 INTEROR WALLS SM,U BE 2*4 STUD FR-6 Ar r-/ 02-QUUU 4. DWENSOÂ¢S 9 EXTENOR DOORS Al,D WIÂ«Â»vs â€žI AOUGH OPEW= ,/3 ./ L<y .1 57 1 C~ SIZES dâ€¢SED ON â€¢DIHERSHEED C[-OFWDL CONTRACICA G U ' 1 RESPONS,81Â£ FOR *01,5â„¢ENTS IN ROUGH OPENES F *aERN;TE INULICTURER IS SELECTED. EX,CT MUWTIN PATTERN 10 BE 61 ' | 010Â£//25 PRO? TO FRAW09 DETERWUED 01 aINEA m,TRE,OR TO COCDOWE ALL ROU@f . 1 1 1 1 . 2. 4 5-4. 5 PFOACE SOUND *!SionOR W \,/US,FLOUES.MO CEILH;S OF ALL VIHArDWS *410 WEDIN,Cill- AO[),St M.SO 90Â¥IOUNE**1 A :=... IICI Rul, ALL MECH/OL PANG. ~ MOTE:THES PLAN REFLECTS & ChqUM ELEVATO, m.{YE[Z/ALS =TE EUVIT/0/ 7-5 DIWERSDUL CHANGES CIty. -__Â«re Sumt,SSION. ' ' SEE STE PLAN SHEE *11 FOR MIL OTHER NOTES M MFOAWL[rION SEE 1,5111â€¢L M (6) 1 m 1 i... bR I +1: 11 1 4 2 1 ,- 1 2 . 41 1.1 -----~:- 1 1 1 41 ----- 1 r t- 1 11 1 ~ 1 1 1 1 . 01 4- / 1 : / 41< 1 1 1 1 - 1 1 13 4/ 1 , 1 . - ./././.ILJ , 2-0 ,Â¤61 32'.CÂ· ~7. 1 +C' Mi:, 41â‚¬7 ~ 3*. 1 11 1 1 1 .....I / i * .----h 6 33Â» :12 1 N Â£ et, A-' 1, -7 1 41 1 / // + 4.-13 o iI* 1 1 - /1 .- -// / / 1 ------ U 1 1 MA 1 6.1 ' - 1 1 01.1 ---- A i . -I - ' Â·'El- 2'Â© / .4 ---4-1 1 1 / Al h 0/~ I L ; 1-1 L[-7-7 iv ) 1 I lilli 1 I / I m //' M I 1 4-9 9. 5-ekÂ· 11 <71) /12 1 9 - q all t h ' 1 1 H 3 1 Se 1 - i r 4 1 4,4 k' Elli - 11 1-J ; 1% .1 11 , R ' 1.1 n 7 rly-~~~~T ,' ' ''~ 1 k 0-Â»7-21 h . L. 111 ill V ' - 4 6\ 1- b 0 . 0 911 2 4__y-2 0 -'-e - -Ae U 9â‚¬ , 0 --- 1 t THIS mEA TO --- EOUAL GRIE A/Â£ EGRESS 0----g--+--- ec M ~ 4,â€¢IX]EP DRAWING 21 G 1---i-*.-- 4 . N N ]08 NO. 9n8 ----79/1-- --CA DATE JUNE 5.1997 Art ~ SHEET NO. i -------ILit'--fe-__1 ~ p MOTETHE Pi~ ~EFLECTS ~ ENEMSDIAL 01,~,0GES CÂ»RY. FC' 'L GrHER WG!-ES MID / .....01[ 5EI ...AL \ Â® MAIN LEVEL PLAN Â«2- SHEET [77 'CO'-./ ONl. I-.'/ A.3,/ 0 Â®(3) 5103.LIHONV 33=IINNAD S3121Â¥143 ZIV39 Ad3319 9Â£05-5!6026 M . 0655-5Z60Â£6 Il=11 . IMIg 03 'INJJSY , 10[ WAS . 3,Â¥ NMAH 15Â¥3 Otf NOISIAI(lilf-15 133 Â£956-OUOÂ£6 XYJ . QIâ‚¬LE 9 Z<0Â£6 :Tilt . 5[, t# 0.3 '3(HWATI31 . -11Â¥ 0(1YNO MD 3 02 1.4.- . GENE/,4. Pt. NOTES. Â£ IL GRIOUNES N/D DIWEMUNSAFE TO OUTS;DE F,CE OF SrUD 9 0 0 000 OR TO FICE OF Col,CRiTE FolÂ»ION-B. U.Na EYTER,OR VAUS OR PIE OF STUD / INTEMI 1,41S 1. 9 4<< , 1 EXTER,OR WNLS SH,U- BE 2,[6 5rt,0 FR~ING *r r- 0Â£1(U,#41 1 *TER*r VALLS SH,LL BE 214 STUD FRANING 4 ,/0Â£./3/11 Ze 9. .. ..7 .. 4. MENSOM / EXTERIR C MRS 4,40 â€¢INCONS IRE MOUSM OFERNE e ./ 7-e 44 9 Li SIZES SiED M WD;HERS,41Â£10 CORP{,Ur,ON. CON!-R,CT-OR 15 ' pla ;12Â£1 RESKY'528*Â£ FOR LAUSTIE/5 1â€¢ Râ„¢GH OPEâ€¢INGS / ALIERN/E 183 52\ -IFITUREF! S SELECTE[ EXUCT *J#IN PATTERN TO BE DETERâ€¢iNED / O/NER. CCIfyRACTOR TO COODMATE AU AOUGH XER: OPENINGS PmOR m FRAM#G. In. .14 8/HIOOWS *D Iâ‚¬C:MANCAL ROOWS, 450 SURROUND#NG Zf .Pâ‚¬ & PRO/IC SCUD INS;l.â€¢Ili mi â€¢AtiS.FIORS.AÂ¥D CEINS OF ALL â€¢ECMANIC. P.'. & DATUM ELEÂ¥/04 IX,Â·<rE,1,45 mE El.57;Kr,011 7,945 SEE SITE PU/1 5/â‚¬ET â€¢11 - 0 4 0 -1-1 1 8 4 --- 0 1 + . h 1 4 &11 -<r) - SEP =2 0-7 ' 1> 4 43 IO L------- 1 7 70 2.0 ,-Â·6Â·. /Ae 117Â· re 67 1 14 EEC) == 1 ~ 4 . 1 3 1 7- --1 f 1,Â·r m= , r.-...... M U- R O 0 1 1-6 , 4 1 1 84 .GMATer, U.L. LALL/DEÂ¥ || /ey:'CH - 1 ,~ ~ -. 4 , 11/ 1- r f hi t LA t V.I. .....# , 1 \Â»/4 6.%,-U-CE , p 1 9 (IJ) *r ~4 1 / 1 27 . -Â· - -- -Â·-Â· --4 lf-1 IN 3 U VE~47- P.Z. U.8-,L. L -*7%.-7.... -. Â·1 1 13 * W VI 1 I ' â€¢ 5 ; ! I 1 6.I 1 1 01 y.r %9 Z =2 <F> ' mED,/1 , 4-25Â· d- y.obÂ· *iÂ· e. Nig :1 re ./.4. i i . l, I. i ' :1 1 /1 6,/ Â· Â· 0 Â·PJ El ' 1.22 m A I %2 ' 32 4 4 i 11 1 1 /~e 1 1 Fi V 1 9-TEMPEUM 16/us u 7 f jt= St- - -- -1 '5 1 - t ;//2 . 4-12-4 ..2*11 , T ! 0 9. I 1 Â£ Â·- I. CO.C. 7.1.-0 f <:41-I'- :-1 ~ -5-7-02.-A<SE ' U. 4 bE%. 0-W * -. a.-2 0. 1 G /1 1 21 442,Â«di e -*/ 1 rÂ»Â«Â» 1 01 ~ ~ j O// /*1 /4/'///1,/i//ON Iii 1 , 1 1 1 i i -7..7-=- 1 H j 1 1/ ,Â·Â·er t>trÂ·t. 1 1 U-.tr'-I.- i -- r I | ,~ ~ji , 1 DRAWING ~I<1+G .ill./- p.-It.5 1 ' 1 /4-JI, 1 1 j j . 1/lu/ 19 1 1 ki - btw j / }OB NO. 9728 1-/ H DATE JUNE 5,1997 Â© - // 1 S}Efr NO. , '~ 44) 6 Al ' C-) MAIN LEVEL PLAN ~ 'A" 0 1'-0" SHEEr OF Â©cK,fâ€¢'Ial....... ..'Imcm ...../.-IZ--r-Â¥â„¢7-TO~ 03 I. 2 9 Y -C 09 2 ' 2~ Sl)31!HONV 33:!INNFID 913Â¥HD ZIV39 Ad3315 9/05-â‚¬60Â£6 LYVJ . 0655-5260Â£6 1131 . 119[9 07'N119Â¢ , 10[ 11]ng . ]AÂ¥ NWN,JI l.fv; 03 NOISIAIC]flf-IS 1.33Â¥1 'Z 101 2996-92Â£,026 XVi . 9â‚¬Zf-gZLDZ6 :1131 . 5[119 03 '3O17nml . 'MV 009*0100 3 022 OaVHO-103'N d .. 0 0 6 Â®Â®e ,fÂ·. 0. .9Â·/ 0- f .6 2 7- 0 , ir Â¥ 5/ - -_. I ff - A 71 -837- ./ RD. -- 9'' - -1 L- Iq _ -ti _ 31 -__CM-__ /9 - li_V T na na A.D. .a . 1 9 <-3 \ 3-f Ry 890 ~~---~:-1 -02Â»Â£_ n~:,:c- -* \\1 Â» A.\ -- --14-4-+ 1---302-11=2tz-4 *\ -f=.4===~.=~=~ ---_ -r 1-P i-=~EE FLE-2 --~~-0 i , 3 - - '9 ./OD 49 , 8 2 I 4.0 7 i U' 2 - 17 0 c-L '-1 i N N w , @Fl 1 Il. 1 3 ; sn //F C.--*h 1 .- --94 1 1 / 3 1. /2\ 9 0 0, 4; \ 8. - I 24 #Pl - - * 15-1 & b DÂ£ _ f' 512- "' M , 1 9 3 6 , 0 2 1 4--. 3 1 J W--r- +e===i-=rl-1/1- - 1-2-----2. JE Z 13 ---JII -i <~ 1 311 4 4 f \.1 1 /; i A U i F \ i 71-T , 4 822- L A- - ~ pf --, - ---1'm---1 IL-3 1 ~~ *L t i Â» N , 0 1- 1 ' -11 A b i 1 ---1 L l-+t () 1------------ - --- --1 L__. : $ A 4-- - ---- =1 4 -' 10 I '4 7rc.*~[ -- f---L _i~_-ir--:--1=2 -4 . 4 --- --- 4 4 R i 47.- . 1 . p-I- a. P - 4 KE__._ 02 / Ly@tr~ 4 .1-- - Rb. 4 CO 381- ' . " 1 1 1 1 J -.0 10Â© 7< 4 4 ~ 4 -L L _CL- : 4 00 -0 1 1 Ta -~ 1-â‚¬---1 -fi-IfTi--1 ~ 1 ~~ \ 11 , 1 12 1 11 4 ..4 1 . -Col) -- 11 - 1-- 1-19- 1 - ~ 4 - e l - -Â· ' Eu , ' 1 1 LJ .0 - i. , ' 1 1 il@~22Â«LÂ«==,1 I - 11 \ 11 cIA --- V FO 4 -------F-----.12. 4â‚¬. 9 . f.fZ.--, -ALE~ CO 1 -ME- 15 C â€¢-0 .0 5 .a .9/ ./ 42 - .9 9Â£ 6m 10 DO 1 -11) m 6 3 6 044 0 + I I r -0 m QU 319&1 2 91 E R 3 9 89 : . 11 i1% i ZE # Z 2.4 2 2 0% 1 8"< 39 :=9 m 8 m gâ€¢ I ,/al "wl m: Am 41593 ma Q :11 22% Wi liti i #R 82.82 3, 2 * 4 Mi~ SLEEPY BEAR CHARLES CUNNIFFE ARCHITECTS . eg Â¥ 2 /-,E; E g ~ = 12 ' % LOT 2, LACET SUBDIVISION 520 EAST IfYMAN AVE ' SUITE 301 ' ASPEN, CO 81611 ' TELE: 970925-5590 ' Fk 970925-5076 1 ASPEN, COLORADO 220 E. COLOIGADO AVE. â€¢ TELLURID[, CO 014.35 * TELE 970728-3738 ' FAX: 97#728Â·9567 9. M Â£56~ m ur who p./'/82*.3@'// I 6 0,11â€¢ ELEÂ¥IJK]N KIV EIJAS SKE ELE,/a 79945 EXTER~OR â€¢AUS I '4 OC.INDA FILE OF STUD L ALL GRIDUNES ID DIWENSIOMS ARE TO OurWDE F)CE OF ER B SELECTED Ex,C ERM m BE COWpliCTOR +S INGS / AUERÂ»IE 133HS ON 133HS . - - - 2..=......... : 0 0 1. 3.'-3. 1-9. ...' ABBLIQUE AL=v , 72-UE ~ - nwrAÂ£ clingÂ·f **EE oliHIE ' ELA/Â»Jr 1 62/4 la 'Lia VATIOr+ CA, T ,-- CE-Al. /41â€¢U,LI r .101.9 Â£ LED,-2- Â»Hhi~LES- \ 1 3 Doente- 7/ PLATE 7 -9~ 2 ~2117:-r:relf-T-~--1~~IP 1. 11 6 C. . /4. / ELL- .Iza'.8. a~ w--3"1 EMTZY %*BLE -7/ PLATE /EL.- 122'- c:0 -4-===E=z'-wÂ·<=i' 0 4 -- UPPEZ LEVEL 77 FLâ‚¬n; 4 -em.-1 ~ 1MIC /L- - 111.-O- N . 1 513-5 141 - Geâ€ž..=1 1~ 13-71-2.V 2 11'1 r- . 044/60 C.Â»: 2068 r 1 11+11 f -7 \ 5HED -1-/PLATE 1 -11 . r EL. - '19 -0. * i , 311lf w U 1 (3,6.1- 7~-'li I. - - . ~1 r~-- 1 p i-3-E - % : 41 ck-/ - - '03. -- -- 4 + - - 11- ..1 - 4 -24 1 12 jt e i 1 5 ~*Vt-~8 : 1.. 7- T / PLÂ·Â·rUD i 1 j'/ LJ-1 Â·- 94& u.--~ 'j , E.L.. 111 - O- -li -_1.1.,f<.-- Na- il'48042. LAP Molr~ 48Â· B.podul. W.,-26:.14 1 E 9- - - 2 - 12.- W-Jit T>4â€¢LE 80-20 - 2% zo zqlt C 1 371131[f- 3.9--c h r. H - 1~ <-f c.Â£ c.... 'u1 me_-,4930%fit39994%pi,e-=_ -----fÂ»----"1... p-,7. 24 1 r: 2-/ *-fl 3. 2/5 miff/ti.*-~ , -Ilx- O:L-,1 --11--- I AIM LEvE- T/ PLXUD V .C \ , 1. 0 1 -1 'ruv 1 \ 1 U.J *<41 - rrorâ€¢I I,â€¢.2 I r--r--it ~ T-/ PATiD 1 , 1 -<2..- STor.= 91/32// i ~ ~ 1 | : ' 1 i EL. â€¢ 11'-80 I i 1 'r 1-5. 4.0.et .21 1 I-- I---1 1 ' EÂ« 57 ELEVATION t 11' 0.-I. 'AP .5.ce,6 / | 1 1 , ./ d' ..U.U.E- 0. 1 1 1 1 i . 1 i -==72(01 .1 k.- . _1/ 42<ffit EL. = & 00' - 0- i 1 -----_-I t 1 LOWEE. l.-EveL- 7/40/L. AZ ~~) EL. â€¢ 51'-04 1 ' nÂ·-I 9 LL,1 fl 1 0 6 11 & J A J -11 / 0 71 1 1<mLHEH 6Aie,LE T/ PLATE + 2L -2/212- I. , , p ---; 1 OU ful -- -9/,Â« 4- 1-7=u/ 52.PÂ«FÂ»Â·67 .SPE= 7/PLATE ~ C --7CÂ»--1 1 9 -t . /---. CO'-9Â· 1 7-/.-1- / r -'7/ I 1 - 2-IT-@6*727-212.- h=~1....Ealm -EZIE--3140/41112-., ,â€¢ 2 /Â· LEED,â€¢UL TZ,r-1 I w FAS.2-1 + 1 ,-1 4 .- Icul 1 ''A/ - CED-Z- 'Ht.4.2 .le'.9 -- 1 .....ruM - =il *Le-' /#4434~-Â· -3 ---- /./7.48Â· 1 , , r / / C.acÂ»â€¢* V* 51-MU~ w/8 K,<Pasle.2 1 - , â‚¬7" - slong u.l 0*'67-11Â·ia,5....# 4-_atte-E_-~-.-- f Â»1 --- ----.- - -- ''iIi UL-2-8-,u--_ - Â·Â·~f- BT/â€¢12 1/EMEIL -- 3- 0- 4.Al.OULAUL. UPPBL. LIVEL_ T j PLIUD. DRAWING I IFIL-4 .Ill'- Oâ€¢ 4. 3' - 0' *1AZ,Di.*L 1 --% 7- / F Al.EvÂ»TlorÂ·I.5 '1 1 1 1 1 1 1-,1 \' 7 1.- 11 1 1 1 ./ 11 1 1 1 1 '11 11 1 1 11 1 1 1 1 I.~1--1,68,J.~.11 1 -.\ ~08 NO. 9 1 Zb , Â· 1 \[Â£4-1. f DATE 6-5 -9; I GENERâ€¢L ELE,/AW WIES: SHEET NO. 1 :.------------------_-----------=fkbUlldl~ i DIERSOMS 9 EXTERIA DOORS "O â€¢WOONS INE NUM (PEING SIZES BASED 0,1 WE/MUSNELD CORPORATIC*. CON,rl,CTâ„¢ G - ----1 *O - 0â€¢ ./F.WE FOR ADAMT'ENTS I ~elet OFâ‚¬â€¢w. / I.I.IE 1 â€¢MI,FITURER 5 SELECTED. Ex,CT NUITIN PITTERM TO BE CETEANNED W 0,râ€¢ER. coNTFUCTOR TO COQI:ClurE â€¢u alIGH A3.1 4-e.AAE T,/SLAn> - ,ENWGS PRIOR TO FIA-Kl 1 rnSOUTH ELEVATION 2. WUM ELE,*70â€¢ EXH, EOJNS SITE Elt,0304 0-5 - C,/ 1/4.- 1'- O- -=LitibWI. 504154*./6 M,Â· aY. Wl~â„¢Â«E. .S*EL.0 SEE SITE Pug SHEET Al .122.Lim121.LE,MALL BE,11/0. .r.--0 W. Cy. t-4 ALâ€¢J â€¢) 5HEET OF .â€žr'llf, 0,-25 I.-F. ANO,TECS % F -0-0- 45- + + 1 -0 S1331!HDNV 3::lzliNNAD S312IVHZ) 9Z0M<40Â£6 :xyl , 0655-5Z40Â£6 -3111 . U919 0] 'Nldg . toE )lins . Â·]AÂ¥ NVMAH 15Â¥3 025 956-PICOLS :XYd . 90{11Ut)Â£6 :3111 , fl~te O) '*IllInllit . '3AV 00'01010.3 1 02 L:_ NOIS a 33 1 'Z 101 23ns-2 + 1 I. -0 -e- -0 0- + 9 3 99 9, E~ 4) 92 4# 0 0 .A .6 :0 < 1 5 irt C fl r 4 -, 1 \ . be i â‚¬ P 1 7 ? S +.. -Â»-1 /9 Hal~Hf i I b -- ------ ili 31Â¢ ' /1 IICI 7U 9 -1 -' ' ' i ||; i 1-37\,r Â· 1 , - 11 /8 \X-1. / frit [t]91,1,1\ Y ~ri=ii JUnlllÂ¢ L.LJ 11-6!ill /Z 1- P . 7 : -94 --2 4.L -909 . 1 $ ile / EL 3~ -45 -0- -e- -0 45- !41'211 02 2-Â·-_.......2.-=.- 80 449,02 ' '11 1: IFF L 14,# 1 -1 2 ~; Â· ki / r-r' Â£1~ & 4 9 01 41 . 40 4% ,1 4 â€¢r -If | - Â£ ' M 'i' 3 3 - 2 V /;45 9-6 -9 < : 4 L E 1 1 11 r â€¢ r )r i h 4 (fll Ull Cul#==4 , '4 Â· 4 .2 i 1 -1 -1 N I /1- \ Tur \ 3.11 1 1 p t--ari 1 - --,â€žr---- - r ' 4 Il.'' 1 1 -7 .-Â»-3 -ftio 0 1 \ 1 / / h e 3 2 2 13 : _-i# 2 212 1 *Illvltld ./.H/l ,/ \ [43 2-7ia LiiÂ«-= I .A .,0 ' ' 6% i.ep 1: f 1 46 , It t-*44-2<j i 6-829 i Â¢ E~ r-i . 2 -. /6 1\ L -4 1 . 1 121(1 I i i r Â» i~ 03@ 4 Z tz, 1 -\ 41- ,Â® .f-----lUz,LL=1 LIUUL:n \ ..6 1 --16 ~ \ 1--,u~ :,j'i 1 A \1 U i f~_._~ C \ 11-[--11\ L,\J) 1 -th\ - -- 4 1 Itt 1 dj 11 j- 1 VI -- 1-- fl- U-7 -44 0 . if e y9 I 1 & râ€¢ i Ir-rm 0 1, 1- , r 1 E-NE+-1 L---1 6\ -- l---_----------i~-i~&1-- JE ~44 4'F ; n| r dqI * . o - !-'Â·ill . 1 lit 1 i IN> i /7/ A 1 11 I - -ll 1r....1 1 It 1 1 1 1.--- Â£22 1 1--------1 15 r d - ted, HE'litr ~ 3 I I 7 '-14-â€¢ 41 13 ltv//-51 ii 11 b 1/1 ==42; 415 1 1 1 1 1 11 ria 1 1 i 1.-----r-J 1 ) -- 1 InEll ' I It . 11 1 11 1 1 1 -d Icl.--1--- 6 1 L---1--i--.I.I. I3 1 - 18 \ Iâ€¢ 1 1 /1 e 11, 1 1 -3 1 ; IN=21,11. /1,4 1 1 5 , 11141114 11@..I XI - 1 F !!! 11 1% F.// : ,? i . .. i:-li 4-1 1 1 0. , .0 P 2 4 h | 1 \ 4. 1 i 44 :/ 11 It 14 +D /1 r. ri i r.11 1 / A L~~(FF:Ul' 1 72/-1 .1 4-7 tr ]11 ; ./ 11' . L 1-~:=1 L r-u- -G -9 3 32'm 5 1 . 28 f LEÂ· r le'-r HEt#Hf l.trltÂ·r 3 5; . e a./MAN 2 -2 4 1 70 1/.3 01â€¢T 0, U'061' i 4 1:2 .4 1 -D TO .Av' -11Â»04 V & el:239 2. E - 4 iÂ· 15221" l 'A { 1 1118 ! a ME~82 , i 1 1 es 1 53 1 'P 1 tW - SLEEPy BEAR CHARLES CUNNIFFE ARCHITECTS a W 6 00 48 2 6 -1 0 LOT 2, LACEl SUBDIVISION 520 LUT HYMAN AVE. ' SUITE 301 ' ASPEN, CO 81611 ' TELE: 970925-5590 ' FAX: 970925-5076 12. ASPEN, COLORADO 220 E. COLORADO AVE. ' IEUURIDE, CO 81435 â€¢ 1EH. 97{}725-3738 â€¢ FAX: 97078-9567 2- 7/ FLATE - 2-<2721- - --1Â·B~Il-211rm .- .0.402/1 NallÂ»Â».3-19 ;41Â·52* â„¢ 111,3 MW 3133 33S 31Â¥14,2 r?Â¢ I Snâ€¢â€¢*3~ . . / - --~Â· - ...Ip-"T:-Â·--Â·c~Â·/-- 7 Â· t.Â·4 : f - Â·;.i:fe-Â·~ ' .9 -:7 -Â·v.---Â·Â· e . , n . _. C~-~Illl,0-2=2'Â·92'347-9.-22~*EL 47w/6,7 1a . / 2 - 6 8 0 G.-0 1 tr-oâ€¢ 5'- O. 461 1 9 HOT. TME, 6,â€žDOU .c.ECM f -:i.. W.... 6â€¢CrweaM 0 U ..r.... 1, ....A; 1 .-0- 4 *Â·-oÂ· T-~ I. 7 ...ZE u /Â£.T i ./- 1 I 1 - ''-'-11..~Â»2Â«7- t..'ll.'/O ~4 -7 6 1-4 '0 - A Â£ ~RFÂ» 9 0.,rrr~- i. c.,~ le.1...0 4~ 97 LKrm.kiet< 4,â€¢~61-9 77'PL..., 11 12'- 4Â· _ f r>,1 iu, *1 INU ~BTEEKKFA67 5,4,22, 1/PLATC ----.-1&--188* EBB ht- 1Â· g 7.12.01-9. - r-7 114 9: N le' a E p 1 1.4 J. ! 11. -62.*... 9:raÂ»7-9.-2 1 - 11,110. 4. . : rus' .-I'- i- - En LUÂ· -- -- - i ~i=i:~ =44<LTI Li*rd F~~4 ---~uj_-~- A) EFER- LEvEL.. T/Pt-YUC>-- 1-1 - ..911111 .44 -- / ~ 1-11 71 9 R 11 , ~i AÂ· ~, _ v 18Â»,rri.0 _____. .k -/ r.-- .--- tr Â·r#rls; . ' .2- ..25~ -x.-, Â· Wal +Â·Â· - - - DRAWING h PAPTIAL -iA 1 1 *14..10,1/ -flipe'22 It 1 t i 1 - 9 --- V --- - s.-42 -)2-4271 / ]06 NO. 9725 I . DATE 6.-/.47 - 4- r-li---- 1 1 CEÂ»EKIL ELEÂ¢â€¢31, IMES. SHEET NO. , ' 1. 0Â¥ERS=,6 - ExTERIR 00Â£195 Mo â€¢wooil; AAE latllf OPENâ€¢,0 -4 - ANÂ£.6425 f/COMI: * Â· S,ZES SASED C, WEATMEPSH,ELD CORPOR,â€¢TIOâ‚¬co,rrIACKI I 91'-0Â· RESPONS/LE FOR AOUSTWENTS 11Â¢ 80!el {râ‚¬J,WIGS / /JEAN,rE â€¢I-F ACURER IS SELECTE[1 EÂ»CT IMINT.N PATTERN TO BE ' h OETER,INED W Of*ER./NIRKMQI TO Cooal,â€¢TE /,1 FKM;11 A3.3 CrEMIGS PRIOR TO FR,â€¢-G. ~ KITCHEN .ELEÂ»*TION '-DINING ELEVATION . 2. 00Â·,il EUD#unâ€¢ UY-Cr EMIS WE Elrnnoâ€¢ 09545 - 1/Â·,0 - r. 1 -- - - SEE STE PDa SHEETÂ· Al.k i -2.-DIHOOWâ€¢ 70 6â€¢ 14000 46-â€¢Câ€¢ 9/,z~,* 66 CL.,ul) SHEET OF -ICA&12-* 2.'"53;FaIr"'p. â€¢Â·r wi.'Ae.4,;DJ' JOOFIC{7 09= 01â€¢0-1 /â€¢0â€¢=3 *-I I --, 91331IHOZIV 33=!INNAD S31NVI-ID kiÂ¥39 Ad3315 ,Â£09-5 mOÂ£6 :XW . 06,S-Â·,Z60Â£6 :mi . 119,9 00 'NldSÂ¥ . 10â‚¬ 31105 . 'LtÂ¥ NW,AH 15Â¥3 Ots Â£956-92,0ZG :M . 9[ZE-924Â·t],6 3131 . 5â‚¬,19 OI 'lamn1111 . ;AV OciWOIOI) 1 0 ZZ NOISIAIGE]nS 133yl -- I . .-'77& 74,-- 44 = r*rpt#49.L)Â·TÂ·.f. .~. ~ ., ., ~~ Â·48:Â· ..1 Wil'.2, PyL.- 2 :. : ./-8,2...%,7/ Phx ..' 2> 1 71 .f~ , t 1-4 , l.ttlfi :.% 1 .AN]) NollÂ·:34 1 1 ' 1 1 , 1 <-' )-%,C-,4 6 04 / , 4 t . 1 9 ,-1 1, t .,--1 . 1 6, ritÂ·CM t.ck 'it#09 1~,94-4- . I , 1 , ' A :.4.02. am#i, , Â· 1 1 - 1 ; 1 1, 1 - .1 f .1 4 ilti 4 1 ,T [ ri E .' L .i,Aut; 1 linq'~' Â·'Â¢'4. â€ži; , 1 1 -9 336 n: i frit i<,1,1 '1 1 apÂ·laN, 1 I :.i':-,â€¢ b.,r ~.1 Z L-7 1 . 11/ 1 1 ...F- U 1 1 - '4** t.t ,: ,/1461,#M 1 , 1994 1 . E. 1 1 Â£*. 1 -' ' 4 4% TAFE 1 ' 1 4 ' ACCE-Â· U 440 13 .'.1 1 r i Ar.F u.Kc Â· p â€¢"A P 14 1 11 . 1 16 NOT 114 1,4 .R -eD PI A ' + r i N' , E 44,Â· 1 ,-'rt 32- 30. â€¢ 4262--/, i. - LOT j M El:.2 ~AC I. A ..=1 i 3/ 1 1 r r. .,4 C X * .0371 5 944 2, k , M 1 . h ' 1 0/ 14 -!t 1 i IN ." 1 ... 21 1 1 - 1 1 I ' *81.SERD . . 1 . / T . 1 1 1 1 - Immle I 11 1 11 ' ' + 1 $ 2 ''VI - 49 1 44....1139'Â· 't. â€¢'A-fc '.1 1.. 11411.. 1 \ 1 11 Ptl . I 1/ - - I- ..rl' 4'7 L I % 1 , 1 ' 1~99. . J Ct.lt , % a -,0 k - + - n --- ------ --- -- ---4#-#i--r- - - - - - -- - *- - 4- ,;-- r.,-- r)&' ' . I. I.~43. -NOE . /952. 1 - 1, t.0 : , - 1 0 1/' Â· 1.1. : 4. I 11-1 1 '02 p , 7 9 r . Â£ 1 4 f 2.3 1 + I , , 1 .12 1 '1'- !,54 -- \ 7,14,44* r 4 1 , t.ill ~ - I -*p; 0 ~ 1 ' ,, t... i 40 It ... i: I. ....' I:.. 1 1 ' ~ , AN - 795.1 irE. i i , 2 + J 1, 1 .f . 1 ' 634464, ' i 1 4 1 3.4., L 99-,~RA ~-hk 1329. 7-'-- .2 ! . joa- 4, 1 1 1 1 h j $ ' 1 4 Â¥3Kt'92 - Fiptil 1 1 , -1149...6.Â¥' 0 1 i . i ' \Â· 1 , . 1 1 1 1 Â·04WA , P . fit , . - Â· , ' LOT 6 I . ,> i '' r ... k Â¥ 1 1 2. , ' , f */O.,Â· I 1 1 1 1 1 1 1 1 . 0'1' 2 , U \ 1 1 1.1, -1 1 11 I , - 1, . 1-. e $ e ' 1 , 1 , 9. i 1 . , I. . , t 0 T. 0 0 0 0 C,loj 4.41-: ,, - / 1.6 1 , 1 4, 1 : .1 'L :-1 f?, n. ./.- 1 P I ,- 1 1 1 1 1 1 , r'.,0/1 : 1 , 4 , 1 1 If 1 1 1 41/ 1 \ 4/700 94 1 - : 1 - 1 1 1 '.'I . f "f4''O , Â·'. 4*.I c ,4 R| LI ,.,6111 11,6 0 1 Â· 1 . , -- M -- ..V -- - , 'l ' 9 ' . .11# 'F'MOL ' .4 -ALÂ· .'lluct 1."7 f.-5.-cr-:,r â€¢ I. ': /,C . 1 .. , 1 04. ' p, 'ti , '*,f "WA' fREER * $ 4 .i >M,. I , 1 WN - _ I 4-1-1%,1Â«L - .4,1 . i I -. '*g- 8.i Â·liftwil ~ ~ 1 .Sy.*../.1. Tr H' 4 IT; 4.2,3-Mt.3 . '4Â·vt ., 4: r., 1, a.y,h \ . #44 \ ; . KIN ' - , / v ' p. C.19 .."... -I Â¢' 'i ~t / 1. ...44 0,9.- f , 4 9 m,I:,44.-Â·*6*OF- - - - ' ~ arh) 1.,1 4. AIL . . I ' 6 Â·8'){Â·.i Rkr 13;q*- 5 Â·;~~0. ~ p~ t.., ~A,es, 83,37'384/ :1'..â€ž0 , 1 / 1 Â£ th- Ne 14-Â£ m - '- ..rl Â·/ 1 'c' 800$.â€¢,st ' - 1 r --- Â¢Lt#Gâ‚¬ 64 I aM $ 1 R & 3 44 1 1 , - A |;99* Â· 1 &1 W I / /- ./ 1 1 T*Â¥.'04 , , , 1 1 ' LOT 7 1 1 5 1 1.0/,0 1 I -1 1. '1 1 1 . V . COPOGRAPHIC 5.1~IR VE Y .4 4 1 11 0 - A, C.Of- 1-6- L 4-, 6, A , SUBD! V. ' C . th JIL !146. A D.t f I I ' - 1 :4 0 1 1 1 1 1 4,3 'A T, & 4 190 râ€¢,~r;inf?VE-U :.[}Ir .Sv .,,1-]pirr}, 6,13 ' 'IA .1 .5 - 1- 'I.Cle I . .| h.0. 109 1 4 'TED 114 LAT- 8.:4 -02 A.1.eL Â· Â· .1 J . .. ....1. 1 11 / ' "./ '' 1 1 1 \ 1 ' 1 'OJN /'/'1141 4. '11- . , 11'1>11&1/114; '.F, ATIF , . - 1 Â· PEMAR{ L P, r 1 4â€¢' 1 -- 1 N Â·'0' . : 2 r PiL :141'r H i . 1- 1~1 4../.6 - 'R r & T '11' lili . ....1 0. AbF'[1 1. -'tr GRAO:, 91Â· 4 ' 1 F " .1,1.]tir. r Ax /1-70 1 5 - 'rett IA't 1 1 .. RIT 'ERSI SUBDIVISION ..1.: '::. 41994: tiâ‚¬74Â£,42 -: 3.-'464-9 f.+2~*t'f-:2*6.Lf . -'-: 1, - , ' 4. S ---r.16 - 12 , 'vaÂ·' w.:2/9' '+ 2 . .*Ne,i . 1 - 1 ' -- I I I -,3. &-4. y< a-43'- v 1 4 & r W - m.:t....':~..Â·~ ::c:.:..--:-9*frit-.-74~,Ipm:~i-/0.i,-Eff vt A: ikim,#'224.69 1 ...... 4..11,GENDÂ· AND NOTW: t t . 4...:e'lis.' - .1 At' , k 'v : Al I NA-:4 1 1.1.Â·4 L 21.e 23*IK.ifY)*t-.3**0./4Â£..4:Â©.tt :eic.vi:&.0 , t - 1 1 - i ' 1 , j '11 i .. v- â€¢ 4- .4- -15 , 1 0 0/ L. VAl- :. ~-92*#Mp.,5 -25Â£4*72'19Â·'~-~>b>.292*#smwamfk<i.,s ... ~~. * / , 4 1 . "-M# 1 44 4,1 cip,j: Â· 7; ,#. -Â·./ Â·:*-* 0-'2 -iY: 4. < 1 1 1 ?F'd> 1 ~i?~:3 â‚¬.s;,rtÂ·w* ,..-~:34.. * 2...-: i . 3 "' . /err -mv'-2 ?U: t'34/J<-<37ii - 1 - .,1.M :- C..r,i-4 ....b.: 14/'. - . ..2 - - 1 , ./ , / 44> 1 2.1, W...0...2, M L : P - , ,~ 4 - -4,41-tiftÂ·fubil,4.:~ 5 . . 1.,1 1 6 ... 41 F 1 - 4 1 il i f hs 1.-1 te>*Â·hi k. C.4- Â· .ata Â·.,: ..: < .w.:&3&*Â·t- ~ ~~ ~ ~ LOT 3 , I - t: ,-2,4,Â· 1 -4/ Châ€ž-4 1 ~ 16,9141...ep- 94 3 1 t'Â· - 2 ' -744440&10'- 4 %~R AY.42& I. q- 2 /& / * 1 - 1, Am P , Li; 1 0 Â»1 ' Lf) 1 1 783'd,//.Â»11$/1. A ~ Â· # )*j#:Mvias,Â· . + '. 4*-OrÂ·, , . , 1 \ 1 32['.â€¢C,~~# :. i.0.~ ~ ' ' ' 9192.1 - , -- - 4 # ..-Ii .- -P-*I. I-.p .- * - 4 . - - - -CE@*.0/. i Aird,5 1 9>; 1, L,- . 416'ff t. 11'jf'l. JN! 4l ldp 2 13 I t~*'*S:422,1.-11.6 rimpe#m't. 4 Â· ~ ' ' t , ~ M.I el ..~-.~~.ift,11:. 3*74:3314 f.* ..- .,-... . 31 - 45 3 th '441 . 314Â· ,h :~t'Â·2- OF kit:AR,het. i '.4 2 - , ..... I ...y,J , 47.- 4.2, , 1 - 1 1- - - 'Â· ----1 .--- - 4 --4-. 44- Â·-- -- -- - -- -- Â· ... -v -- . -,â€ž- -- 1/.4, . 014,- . - - ... .,- ..::-0 --. . .... - . ..~ . . .:h - -- -- -- r -i- ~os -79 ~Â· 1*9- * 1 4/ ....5 - 1 .4 + 9 -4 3 6 1â‚¬ , 441 c 6,37.Â·41.1 -oi. r:,Â·c .it , , .1 I I . A 2.6, 4- r . C / ' -, - 7- Ema-26â€¢10â€¢~%" - l - i UL,LI 181"N"%4/24##8*4'- Â· '~P,C--:*RF' 2.Â·Â·:; L~ , 1 -11 - 1 /0 i . 1 "r.Lis *'2.2 1.- s r . - - * , ; 9 ' . : 1 % 0. 1 -902, f f 9 1 1 /'111'. 1 1, f 1293Â©90 , : : 1 0 '1 - f FCA'. A 1 : 1 :16 -. '49. -4. K - , ..i 1 1~2- . 4.1 : .F z r f 11131= -1.- - 2-44= 1 , , 3+3 'S,AL#Prk v<, -, 0. - , H v'....*lilli..'...,E Â·./...::r-~.740:, >?,j'>-- . I-#. â€¢ . 4Â·,t -4 -~, 04*.de-,+ -Â» ... 1 , 1 1 Â·i 1 *19 '$4Â·RT 1 1 '116; 42 : 1 ' ./ 4, /9*...0 ' i ..1 2,â€¢g - 'A, 21. Â· .' 4 k 799 '151 . 1 - 1 1 1 ' 1-: 3,1 4 17 48 . 2. 2,Â· 4 Â·' , 1 .- 1 .4 45 ,. tollâ‚¬. i P -twkiftiÂ»te 1 U f'j ~~. .,, r & llc 1.... . . C .., ' 1 1 U. <3654%1*464/4;0*3~ :2Â»Â·-S .: '' : -- ~ ~- - 4 1 -:3~*3-3â‚¬*J - (4' .Â· 4>664 0.. 3 .. F: , .' 111 -4-tc --'Dr â‚¬49, =IM'#590- Â· , V i, I , 't- . ; V [.0'11 6 rtl- 4 =11 - .*k>.' . ' â€¢46)--4.v '- -7 1.../4;t .7 4 6.- 1, U ' .. ... ' t S Â£ I i kâ€¢:02.77'91 +'â‚¬61Â¢Â·14**4 1 - 7 '96..1 'Â¥.89" Mi , \ 1 314*WAS~ 4, .6 '' - .'.F .47..iDOÂ·.1~ 2.~.c A , I - 1.'OT 2 , ' , -1 *41/4 ~1 %, .â‚¬ / K 1-r . -e , 7 . 1 / , A * 0 ,rdÂ»PyÂ·f 92.22 657*14- /1 1 + ' I 4 -t e . I - -Â» FE. d ' i *t a'44*:I.~ ./.tf,â‚¬9:aer ,-- ' '/U. b., b , , 8 0 ,-,-'. 1 . 4 "A 1 - ---ik 1 lf_ 1 ' . .--'' " 0 0 1 2 .. 4 - T. 1~1/â€¢ * 1 I . f , '''Al , Wâ‚¬f?% .1 11 1 , 1.- 1 1 24. . 9" > 6.A , :1 . 1 T 1 4 f '54 . -P * ' LI /'' - I 4 ./ ... . 1 . 1, 1 - 1 h,....1.- 4, , i C T = . 4.4-:*.,129~4 41 1.,9>..4. 2/ â‚¬,14 I # a 1 1 d i 3' 0 .9,2 â€¢#4 ' i'. .- . . "i.,4 1 t. 1 . ., '4 I , I ' E-kiej #A''i 1 2%67/ 4.4 2 5 im .0,-*9 Al}, 1;2'Ir. 10Â£El; i 1 ( 1 ~ ~", e.,- L' , . ... a - 4ron .': 4. '. w ' goet..4 u'. 1 *t. , 8 -I - 1(tr ' M" ' - c 4 ,. 1 6 t -' Pv'. t ' : ilf V f) [Â·'9:Ic E LI ;,Lir i ./ I , 4, L'_ R Â· 4.. l 1.04 I , .1 4 . '>1 P . r. ' 7 ' '' ' ' ' ' '' U i 4â€¢' ' 1 2 ~;- d li' ,~1 ' 0 .7 '4 *V,1, - 14 'EW:R~ / I T Â·~P 7,*8)III 1,11/. ff'Al.1 '51% 1 1. ~ - --- -- f ' t.w- 1. -,1,1 '. 1 ' , . 1 - 1 - -,, AftÂ¥ .- 6 11% , , 1* f ' *f. 1,4 I'*W ' trigs )li6 4 1*E4 f -,6 .F.J. ' T I: ~44/I -1-/ 11.49,41 - "JM' ."- 7 : I_.f:, ~ â€¢1 $11 / . 8.*ad* - ---A --- ..; ... ~ i i. t~ 8 K. it. 4 t . 44.. 114?~ - e , , '9.3 'S * , 14.,1,1 f 1 '1 1 >c,FÂ¥7 17 , 2 - 4 , .. 1 4 1.- . / 17-L--1 . 4 141%~180-32â€¢1 :32 . } F... -: ' , &. r â‚¬ L.. - ' , .1 . 4 26.?240'-' '0' Â¢Â·21â‚¬79'-,6 p.Â·t;Sa iÂ·. . 62-;24. , T ... L / f. 1 Lifitit '.. 1 - -U' ifi-- 4-4-0 3.* I ' 1 43_---tr 1-*4 , r .- 11 - yan-7 â‚¬ -_ -~ctte- i --- 6 2 k ' -Â·rr' ./ - =-1 1 1.0 7' 1 ./ 2 ' ...4 3 "reeÂ¥113~ - - - I 4* 15~-7 - - r- 4.---4 - I - 1- -- I : idil :11.A i - 2-4- 2.-6- 7049Â·'p_-44.- -- -1--- - 1 -- 1 1 .2<*5-22'"7qiW % 1 vl- 45-9-3'16 R- *-0-.ve# Ugh Â»--2-27-4.-"- --TO,130(40 A '1 iTJ i 'ml Â·Â· i - . ... 1 1 -1 .1 .1<. b LJ ti B .', 1 - , 'Adi -1- fBi*WNg- -9 2 . .It *- t . MC-- LI -= 7.4 4 --* $-,-4 -. 52- - -A34% I_i LO' 2, 4 - ' .in.'â„¢ A; i â€¢Â· 11.lEit K.Cr N- 4 1 1 1, . 'LA' 3-,Ur - At- A : 1'. 1 1[â€¢ 51- 4.2. . 1434= 4--.-6 , 1 1 9.Al Â£ ,~49-2#1 -1 - - ---4- 8 1 " a:*--1 1 ., -91,4/ 94 -1 - 1 4934-Vi J -- I 3.-7 -- I ., - t'JU Â· 1 11 I :,1 VT>,TA;NJ,â€¢ -2 =---- r &. -D+- -~ - 4 ., J.=51' 1 *fl =0â‚¬-Up r - - 1/2'~-2.3.43_-1---- E- ... I. -*:b -- -. 3 f" ci liT 6, '' EN ( I:'H ' , NI :wAERS. &. , r --al : p -- 1 1 1-IT I â‚¬ r_- -3- 1 t '1 111 - L# UL + =- filt# rl i -4- I â€¢-- _ -1-1 -ZE 4,4 'H I ,.1 1 -4 :P-3 ,-E--P : -il . 1-1-~ / I . I t._ Ir , 2 1- It-- 1 1 -VI_,_I-I ---T- fâ‚¬ 4 - 1 -1 1 -- 1.-4- .1 J'. r C - Â·14 1 .1 ir 17' ay.,SA - t O . -1 1 - - ....... .... ..I 1 r Il - I 1 1.1 4 I .1. '111. ..8 2,4'1 BARB 4-Mi Â·14-t-w -Pi , 'Ill ' ' J'I '/' Il,~ h/ ''# ~1 4, l 1