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Home My WebLink AboutLand Use Case.100 Park Ave.A83-94Brown Overlay Special Review r ZN) A , M Al,9 ~ A83-94 2737-181-42-001 - 90~44 9/41 V, 1 1 l S R 1 1 ) .. CASELOAD SUMMARY SHEET City of Aspen DATE RECEIVED: 10/1844,8 V PARCEL ID AND CASE NO. DATE COMPLETE: [C)~ ~ U,1/ PA 2737-181-42-001 A83-94 STAFF MEMBER: KJ PROJECT NAME: Brown Overlay Special Review Project Address: 100 Park Ave. Legal Address: Lot 1, Margaret Meadows Subdivision APPLICANT: Irving Brown Applicant Address: 3900 Island Blvd, PH3, Williams Island, FL REPRESENTATIVE: Dave Panico, Baker Fallin Representative Address/Phone: 1280 Ute Ave. Aspen, CO 81611 FEES: PLANNING $ 489 # APPS RECEIVED 1 ENGINEER $ # PLATS RECEIVED 7 HOUSING $ ENV. HEALTH $ TOTAL $ 489 TYPE OF APPLICATION: STAFF APPROVAL: 1 STEP: X 2 STEP: P&Z Meeting Date PUBLIC HEARING: YES NO VESTED RIGHTS: YES NO CC Meeting Date PUBLIC HEARING: YES NO VESTED RIGHTS: YES NO DRC Meeting Date REFERRALS: City Attorney Parks Dept. School District City Engineer Bldg Inspector Rocky Mtn NatGas Housing Dir. Fire Marshal CDOT Aspen Water Holy Cross Clean Air Board City Electric Mtn. Bell Open Space Board Envir.Hlth. ACSD Other Zoning Energy Center Other DATE REFERRED: INITIALS: DUE: FINAL ROUTING: DATE ROUTED: Mj j 31 I (14 INITIAL: 422, ,1 City Atty City Engineer Zoning Env. Health Housing Open Space Other: FILE STATUS AND LOCATION: .. MEMORANDUM TO: Overlay Zone District Sub-Committee FROM: Leslie Lamont, Senior Planner and Amy Amidon, Historic Preservation Officer RE: 100 Park Avenue DATE: October 25, 1994 SUMMARY: This project is located in the Smuggler Mountain neighborhood, therefore both the general guidelines (Chapter 1 of the "Neighborhood Character Guidelines") and the specific guidelines for Smuggler Mountain (Chapter ) will be applied. The applicant requests approval for construction of a 146 sq. ft. addition to an existing structure. The proposed FAR for this 4 ,656 sq. ft. R-15A lot is 2,816.8 sq. ft. The allowable FAR is 2,863.7 sq. ft. The special review process is mandatory as is compliance with the Committee's findings. APPLICANT: Mr. and Mrs. Irving Brown, represented by Baker/Fallin Associates. LOCATION: 100 Park Avenue, Lot 1, Margaret Meadows Subdivision, City of Aspen. STAFF COMMENTS: Please refer to the application for the complete representation of the proposal. Planning staff finds that this project results in a very minor addition to the existing structure and is substantially in compliance with the general and specific neighborhood guidelines. Aside from the addition of new square footage the building materials are being altered, but this is outside of the Committee's review authority. Rather than discuss each guideline (including those which are met), only the elements of the proposal which warrant further discussion are highlighted below. The applicable general and specific guidelines have been grouped together by subject. STAFF EVALUATION: Architectural Features General Guidelines- 10. Architectural features that enhance the pedestrian experience are encouraged. Response: In its current design this house has very few projecting elements which really break up the mass. The proposed second story deck will help to this end, but Staff finds that an e . open railing, rather than the opaque board and batten ones which are proposed would add more depth to the facade and that this transparency would decrease the perceived mass of the building slightly. RECOMMENDATION: Staff recommends that the Committee approve the request to exceed 85% of the allowed FAR at 100 Park Avenue with the condition that the second floor railings be open rather than opaque. Additional Comments: ULÂ·~ - A Ph. 11 1 0 1446 -vpig 4 - )-\Job 8 hlit-4- 9Â«)Rn f) 4 f - 1 / Â»4< 11 Â«14 L f OCT-13-1994 10:17 FROM~~AKER FALL IN ASSOC. TO 9205198 P.01 Post-ltâ„¢ brand fax transmittal memo 7671 # 01,0-â€¢ f ~ FI> - - Iff- 1 KIM JO+4 MS0.AJ"IN"ha-7--73~ / OCT 14 1994 WN7---Er---r---~--.~r-~" Mir q 2317 - 19 r .?-&3-9-1 APPUCANT: Hle- 6 Ree itzvil*t EmERN ADDRESS: I CO PLEL AVENUE- , 66,19211 -'ZONE DISTRICT: â‚¬- U LOT SIZE (SQUARE FEET): 44:,92; tEl EXISTING FAR: 1670.2 f A- Ml ALLOWABLE FAR: '2â‚¬93.7 0 PROPOSED FAR: . 28 16,8.47 EXISTING NET LEASABLE (commercial): N /1 PROPOSED NET LEASABLE (commerciaD: N'/eÂ·s EXISTING % OFSITE COVERAGE: 115 o |o PROPOSED % OF SiTE COVERAGE: 40 40 EXISTNG% OFOPEN SPA~(Commerc~i): ..N/A PROPOSED %OFOPEN SPACE (Conâ€¢ner.): N /A EXISTING MAXIMUM HEGHT: Prhcical Bldc.: , Accessor, Elda: PROPOSED MAINUM HEIGHR Prhdoal Bldi: , Acces/(1/8/# PROPOSED % OF DEMOLmON: EXISTING NUMBER OF BEDROOMS: 3 PROPOSED NUMBER CF BEDROOMS: 3 EXISTING ON-SITE PARKING SPACES: 3 ON-SHE PARKING SPACES REQUIRED: SEIBACKS: PROPOSED: M~ING: , /0, ~~Ln~NABLE: Front: 16' Rear: Rear: 5' Rear: 5' Side: , Side: 5-1 Side: 5 ' Combined FronVRear: .~ Combined FrVRE Combined Front/Rear: EXISTING NONCONFORMmES/ fU.E f:4 &98 AT- .85#r El,2VEnCN Â· ENCROACHMENTS: VARIATIONS REÂ®ESTED-(eligible-for Landmarks Onlv: charader comoalibility finding must be made bv HPCk FAR: Mnimum Distance Between Buikings: SETBACKS: Front Parking Spaces: Rear: ~ Open Space (Commerdal): Side: Height (Cottage Infl Only): Combined RIA: Site Coverage (Coitage Infill Only): TOTAL P.01 .. BAKER FALI-_IN October 12, 1994 ASSOC]ATES INCORPORATED \RCHIT]ECTL'RE AND PIANN]NG Ms. Kim Johnson Aspen/Pitkin Planning & Zoning Department 130 S. Galena Street Aspen, CO 81611 Dear Ms. Johnson, Baker Fallin Associates, Inc. submits the enclosed application and drawings for the remodel of an existing residence at 100 Park Avenue in Aspen. The existing home was totally renovated in 1989. What was once a single story home was converted to a two story home. The home is now clad in T-111 painted battleship grey. Due to the fact that main living areas are on the second floor, and the lower level is comprised of a storage room and Garage, there are no windows facing Park Avenue on the first floor. The existing proportions are rather awkward with a tall, windowless, pedestal (the first floor) supporting the second floor topped by a black asphalt shingle roof with very little detail in either the roof shape or fascia. The proposed addition attempts to address these existing problems. With the expansion of an existing storage area into an office, it is now necessary to add windows at the street level. The front door, which was shielded by an applied "eyebrow" dormer, will now be embellished with a true porch supported by stone columns. With the expansion of a second story deck and the need to support that deck with stone columns, the entire street side facade becomes a more attractive composition, changing the awkward vertical proportions to a more "street friendly" horizontal elevation. As it pertains to the design guidelines for the Smuggler neighborhood, the proposed addition addresses the goals as follows: Mass and Scale The existing structure is broken into two elements with the Garage/Master Bedroom reading as one element, the Kitchen/Entry another element, and the Living Room/proposed Office reading as a third element. This theme will be reinforced by the proposed additions. No wall surface shall be more than 30' in width. The solid to void ratio is similar to that seen traditionally in Aspen. JoHN R. BAKER, AIA, President â€¢ R]CHARI) A. FALLIN Vice President â€¢ DA\'11) E.K. PANICO Associate 1280 UTE A\'ENITE â€¢ ASPEN, COLORADO8161] â€¢ 303/925-4252 â€¢ FAx 303/925-2639 715 GRANDA\'ENCE â€¢ GLEXWOOD SPRINGS, COLORAI)0 81601 â€¢ 303/928-9704 â€¢ FAN 303/928-9628 .. Page Two October 12, 1994 Building Form The building form will not be substantially changed from existing. The roof forms will not be substantially changed from existing but the details of fascias and gable ends will be embellished. An entry porch will be added and an adjacent deck overhang with columns will "read" as a street level front porch. Site Plan The front yard will not be substantially changed from existing. The existing site is heavily landscaped with many mature trees and hedges. These will be unaffected by the proposed addition. The site is extremely "tight" yet there is a nicely defined, functional side yard to the south that will be maintained. The existing entrance is at street elevation and shall remain that way. Building Materials The proposed addition will be clad in rough sawn lx6 cedar siding and Colorado buff sandstone veneer. Architectural Features An Entry Porch will be added as part of the proposed renovation. It's proportions are in keeping with entry porches seen traditionally in Aspen. All of the windows on the street elevation are to be replaced. An interesting variety of window type, shapes and sizes shall be used. The windows at street level are of a scale similar to those seen traditionally in Aspen. Baker Fallin feels that the proposed additions to this home will produce a house that is much more in keeping with the character of Aspen than the character of the existing residence. Since~ey/- ~~-~~ \~---[Iavid E. K. Panico DEKP:ms Enclosures .. MS. KIM JOHNSON OCTOBER 12. 1994 ASPEN,PITKIN PLANNING & ZONING DEPT. 130 S. GALENA STREET ASPEN, CO. 81611 SUBJECT: REMODEL AT 100 PARK AVENUE-LEGAL DESCRIPTION IS LOT 1.JIARGARET MEADOWS SUBDIVISION, CITY OF ASPEN THE MAJOR REASON FOR THE ADDITIONAL FOOTACE BEING ADDED IS TO PROVIDE ME WITH A WORKING OFFICE. I AM PARTIALLY RETIRING THI â‚¬ YEAR. AND INTEND TO SPEND CONSIDERABLY MORE TIME IN MY ASPEN Ho\IE IN THE FUTURE. HOWEVER. I MUST SPEND PART OF EACH DAY WORKING Wll: 1 MY TELEPHONE. COMPUTER. FAX. ETC. AND NEED A QUIET ROOM IN WHICH TO CARRY ON THESE ACTIVITIES. ABOVE THE PROPOSED OFFICE WE ARE EXPANDING THE LIVING AREA. WE BOUGHT A THREE BEDROOM HOUSE IN ASPEN IN ORDER TO HAVE MY FAMILY TOGETHER ON HOLIDAYS AND VACATIONS. HAVING SOLD OUR HOUSE IN MIAMI. WE DIDN'T REALIZE THAT THE LIVING AREA WAS NOT BIG ENOUGH TO SIT EVERYONE AT THE SAME TIME. WE ALSO DIDN'T REALIZE THAT THE BEAUTIFUL VIEW OF ASPEN MOUNTAIN COULD ONLY BE SEEN FROM THE DECK, SO WE WANT TO SUBSTITUTE GLASS FOR WALLS SO WE COULD VIEW THE MOUNTAIN FROM THE LIVING AREA. WE ARE ADDING A BATHROOM BECAUSE THE EXISTING BATHROOM IS TOO SMALL FOR MY SON AND DAUGHTER IN LAW WITH THEIR NEW CHILD AND A HIM AND HERS BATHROOM IS THE ONLY SOLUTION- BECAUSE THERE IS NO ROOM TO EXPAND THE EXISTING BATHROOM WITHOUT ELIMINATING ALL THE CLOSET SPACE. THERE IS A VARIETY OF ARCHITECTURAL STYLES IN THE NEIGHBORHOOD IN WHICH OUR HOUSE IS LOCATED. WITH NO ONE STYLE BEING PREDOMINANT. OF THE NEARBY HOMES. THERE ARE A FEW WITH DETAILS AND MATERIALS OF A STYLE MY WIFE AND I LIKE. ONE OF THESE HOMES IS DIRECTLY BEHIND US ON MIDLAND AVE, AND THERE ARE OTHERS ON ; THE OTHER SIDE OF HIGHWAY 82 THAT ARE OF A SIMILAR STYLE. THE PARTICULAR BLOCK IN WHICH OUR HOUSE IS LOCATED IS EXTREMELY DIVERSE. THE HOUSE NEXT DOOR IS RANCH STYLE, NEXT TO THAT IS A CHALET STYLE HOME AND FURTHER DOWN THE STREET IS A LOG CABIN. ACROSS THE STREET ARE LARGE HOMES OF PARTICULAR STYLE AND DUPLEXES COVERED IN STUCCO AND LOGS. THERE SEEMS TO BE NO PARTICULAR STYLE TO TRY TO MATCH. BUT WE FEEL THE REMODEL WE ARE PROPOSING IS IN KEEPING WITH THE GENERAL CHARACTER OF OUR NEIGHBORHOOD. MR. DAVID PANICO OF BAKER FALLIN ASSOCIATES. 1280 UTE AVENUE. SUITE 10. TELEPHONE NUMBER 925-4252 IS AUTHORIZED TO ACT ON MY BEHALF IN THIS MATTER .. WE INTEND TO SPEND THE GREATER PART OF THE YEAR IN ASPEN IN THE FUTURE AND WOULD REALLY APPRECIATE YOUR .ALLOWING US TO REMODEL OUR HOME TO FULFILL OUR NEEDS AND OUR DESIRES. THANK YOU SINCERELY. b ~Â»*louou IRVING BRDWN 3900 ISLAND BLVD., PH3 WILLIAMS ISLAND.FL33160 TEL 305-935-8827 2a l / :14 91 / 4 1 47fflw, 4 - #LT flit,~9.,FAI~C..,6~Â·'4~~~~iuf? .--- " L / ....'t / r <3 r u Or' 4 4iL \ 113 0 1 % P \ TY.# X.' 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THIS SURVEY VOID UNLESS ~*E~~git.*p. :4009/**42*diÂ·~ /1,,. SIGNED THIS 11 DAY OF SEPT. , 1994. B.)1 LD)k)6 PER M rE SORVET' :5 0.02 45~ I E Vin -310 - =- OF ' MT -Â¥1 .11% ., EES . 5947- 1*4 53% t LOT 1, MARGARET MEADOW SUBDIVISION JOURI-NOWORTIT 01 L . S . 25947 6 -0. -0*.0 > CIT-Y OF ASPEN, PITK)N COUNTY COLORADO, I t NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCBRANt,bEGAE*< DATED : 9/94- ACTION BASED UPON ANY DEFECT ON THIS PLAT WITHIN THREE:Â¥EARSÂ· #P PREPARED BY 1 AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION Aspen Survey Engineers, Inc. BASED UPON ANY DEFECT IN THIS PLAT BE COMMENCED MORE THAN TEN t YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. THE 210 S. GALENA ST. (303) 925-3816 CERTIFICATION IS VOID IF NOT WET STAMPED WITH THE SEAL OF THE P. O. BOX 2506 SURVEYOR. ASPEN, COLORADO 81612 1 OUT JOB NO. 6166 I (50.00'3 PARK PAVEMENT EDGE 'i:imun I-Â£/':- I Â· 7--t-,IrÂ«, ./. SITE PLA 2. LLOOR LIVE LOAD - 40 P.6.1 . BAKER | ABLIEKAL- LIPTÂ» FALLIN SHEELINDEX pES 49 60'Ds ~ 1. 1,0:r :NOW LOAD . 75 P.D.r. A1 Al FLOOR PLANS ARCEIITECTI'RE AND P]-ANNINd As:OCI.-IrES INCONI>01:Allil) 7-!1,0.M'TON DE:,TON A3 1. D:DICN 01' INDIVIDUAL AND CONTINUOUS rOOTINGS IS DAZED CN AN JOHN R. BAKER, AIA, A4 BUILDING SECTION & FRAMING PLANS 2. DESIGN OF lu:TAINING WALLS IS "ASED ON AN ASSUMED EQUIVALENT RICI IAN!) A. FALLIN ASSUMED MAXIMUM DEAKINC CAPACITY Or 2.000 P.S.r. A5 INTERIOR ELEVATIONS 3. FOOTINCS SltALL DEAR UPON UNCISTUMED SOIL OR ADUQUATELY FLUID PRESSUILE 01' 40 P.C.F : :ASSIVE PRI.STURE OF 400 P.C.F. 11â€ž71) E. K. PANice COMPACTED STRUCTURAL k ILL. BELOW FROST D21'TH. FAR1 FAR PLANS rOOTINGS. 4. CALL FOR SOILS ENGINECICS INSPECTION PRIOR TO FORMING ~ 1 280 1 1.1-H A\'Ex rE REINI'Of'CED CONCUCTE Asplir, CO 816] 1 1. CONCICTE DESIGN IS BASED ON ACI 318-77. FK 303/925-2639 303/925-4252 2. STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 25-DAY COMPRESSIVE STRENGTII OF 3.000 P.S.I., AND SUALL 'Â·F PROPORTIONED 71561:AND Avarl MASONRY FAx 303/928-9628 UTILIZING TYPE I CLMENT. G.liNW'JOI) SI'KINGS, CO 8160[ FLQQRAREARAI[Q 303/928-97()4 1 . MASONRY SUALL COMFORM TO 'mIC REGULATIONS OF TUE U.D.C. 1.) Max.-Site Coverage: 4656sq.ft. x (50% - 1.03%) = 2280 sq.ft. 2. CONCRETE MASON,Y UNI. - SHALL ILE oF A QUALITY AT LEAST EQUV - STRUCTURAL MASONRY DESIGN IS BASED ON ACI 531-79, REV. 1961 AND ACI 53111--, AND TUE U.D.C. Actual-Site_CQVerage: TO ASTM C9C er HOLLOW L "CRIME UNITS -GRADE N- f 'm . 2750 P.S.I. 3. REINFORCING STEEL SUALL CONFORM TO ASÂ·rM AG 15-79 AND SUA; t. DE GRADE 60. C FUE EAer 76 91 / A. Overhang @ 2nd Floor = 324.5 sq.ft. 5. MASONRY UNITS USED IN FOUNDATION AND RETAINING WALLS AND 1 - 0 .4 0 4. WIRE REINFORCING SHALL COMFORM TO ASTM A32-627. 1 .- UELI APPrrie- .9 0 B. Overhang 1 st Floor Deck + New Entrance = 195.68 sq.ft. FCOTINGS SHALL DE LAID UP IN A RUNNING BOND WITU TYPE S EFIP-r Fl", 7 la VI BACKFILLING OR M MORTAR AND REINFORCED ACCORDING TO PLANS. < K N . zy Â£ ht.< U \>...t' -- t / Total = 520.18 sq.ft. 1. DO NOT BACKFILL AGAINST RETAINING WALLS UNTIL ADEQUATE . 4 : N ERASING IS PROVIDED, OR COMPRESSIVE STRENGTU OF 3,000 P.S.I. C. Max. Allow. Overhang: 2280 sq.ft. x 15% = 342.0 sq fL IS ATTAINED. I / N MCINFORCING STEEI. 1 2 D. Total Overhang Counted: 520.18 sq ft - 342.0 sq.ft. = 178.18 sq.ft. 1 . DETAILING, FABRICATION, AND PLACF-NT rF 'REINFORCING 4 1 E. First Floor Area = 1568.63 sq.ft. + 124.66 sq.ft. (new) = 169129_sqi rRACTICE CRSI 5-76. STEEL SHALL DE IN ACCORDANCE WITH TILE MANUAL ~7 S:AliDAI'I) 1 ~ 6,051-INA F. Total Actual = 1693.29 sq.ft. + 178.18 sq.ft. = 1871 47 sq.ft 3. AT SPLICUS IN CONCIUrrE. LAP nANS 36 DIA.Murcits. AT CORNERS LU 11 / 2. AEINFORCED BARS SlIALL CONFORM TO ASTM AG15-79 AND SUALL DE U # Hque,6 -~~/ I:' ceNCRETS. MAKE 1101{IZONTAL BARS -Co:,TINUOUS ORÂ· plioVIDu GRADE 60 4 Actual 1871.47 sq.ft. < Max. 2280.0 sq.ft. Therefore Allowed. REINFORCEMENT SILALL DE IN ACCORDANCE WITH ACI 310-77. (Existing % of Site Coverage Proposed % of Site Coverage = LU J U 41 CORNER BARS. 0 4/ 0 f =33%1 5. WELDED WIR.t FAL,RIC SliALL CONFORM TO ASTM A-125-75. 4. EXCEPT AS NOTED OIl T!!C DRAWINGS. MINIMUM CONCRETE COVE!. FOR /1 Z !=! LIJ 40%) \# 4% 4 0 .JOf,1) 44 7 ~ 4/ 2.) Max- Allow. Square Footage: (4656 sq.ft. - 3000 sq.ft.) / 100 x28 sq.ft. 1. ALL WOOD FIW-'I:,C, CONSTRUC:ION AND }LATERIALS, SHALL CC::FORM X. IN 1 1 09 + 2400 sq.ft. = 2863.68 sq.ft LUMBER AND ITS PASTENINGS", LATEST EDITION, AND TO Tne 1! TO :!IC "NATIO:'-at. DCS:CN SPCCITICATION FOR STA=SS GRADE // 01 40 ~, .UidIFOUM DUILDIUG CODE., LAT=T IDITIOXI L Uju]&%gÂ»abgjÂ»*. 2. LUMBER FRAMING MEMBullS SMALL CONI'OtiM TO THE FOLLOWING GRADES V) 0 \ JOISTS, INFTERS &2 X 6 STUDS. DOUG-FIR- NO. 2 G'RADE OR DETTER 11 / 1 * AND SPECIES UNLESS NOTED OTHERWIDZ ON PLAN. A. First Floor :1599.65 sq.ft. (Existing) + 93.64 (New) -445.39 sq.ft. = 2 X 4 ,....................... DOUG-FIL-STD. GRADE OR DC'ZtER. f 1 2 Rp*K 6 x 014 LANGER POSTS 01â‚¬ CCA).9. DOUG-FIR- 110. 1 GltADE OR liC:rTER BLOCKING, NAILLMS 4 11:DGERS... DOUG-FIll- NO. 2 GRADC OR DC'rrER B. Second Floor = 1515.97 sq.ft. (Existing) + 52.96 sgt (New) = 3. COtittlAC'JOIC =!IALL 1'11OVIDE rRAMIZIC CLIPS , IIANCLILS, AND FRAMINC 15295-iql ANCHOIC NECLUSAJ{Y TO A.,(ECT A RICID 1Â·'1(AMLWORK OF OutTICIE!17 / 4<-4 STIENCTI! 'TO RLSIST DELICIJ VENTICAL AND LATOGL 1'01{CUS J{COUIZED IN/LE.2816.85_.glt. BY TIC-UNIFORM DUILDING CODE, LATEST EDITION. A - 4 4, 4. ALL WALLS SHALL DC rRAMED SOLID AT BEAM AND COLUMN DIZAINUG -0- 4 1 * WITI! DOTâ€ž TOP AND DOÂ·rrOM 01' 1,1~AM OR COLUM!# AtictiORCD SECUJU:LY. 4 / Actual 2816.85 sq.ft. < Max. 2863.68 sq.ft. Therefore Allowed. 5. ROOF 51!EATWING SIIALL 1]SJ-/3- C-D STUUCTUHAL I 01( II WITH 4 < R.JEÂ»t ~ ~.~ EXTERIOR GLUS. HAIL WITH 00 AT 6- O.C. AT PANEL EDGES, AND W ADD\T \9# / , , 34 3.) Max.-Allgw..DeQI,_Area = 2863.68 sq.ft. x 1 5% = 429.55 sq.ft 6. CLUE LAMINATED MEMBERS SIIALL ILAVE STRESS VALUES OF COMBIN- 10. O.C. INTCRMEDIATE Mut,CERS. PANEL INDEX 40/24. ATION SYMBOL. 24/Â· VI, DOUG-FIR. On 24F-VO Fort CANTILEVERED Actual-Deck-Area_ = 32Q.21-sglL MEMBERS. ALL MEMBERS SUALL UAVE STANDAAO (2,000 RADIUS) 1 1 7Â·1 *C ler *FA i.' / / CAMBER UNLESS NOTED. U A Â·GE&*, 0 Actual 320.1 < Max. 429.55 sq.ft. Therefore Allowed. MINIMUM Or 2/-160 AT 16' O.C. FOR LUMDER UP TO Z X 6. 3-160 7. BUILT-UP POSTS AND DEJ '15 SILUL DE CLUED AND NAILED WITH '9' 16â€¢ O.C. FOR LUMBER U.' TO 2 X 10 AND 4-lcD 0 16- O.C. 1014>" 1 ~ ~ FOR 2 X 12 OR EQUIVALENT MICRO-LAM. 8. ALL BEAMS AND UEADERS SHALL ILAVE A S It;GLC 2 X TRIMMER \ PROVIDDIC SUPPORT AT CACH END UNLCES NOTED OTHERWISE Cti PLAN. \ /6 / 9. MINIMUM NAILI::G SHALL CONFOrvt TO TABLE 25-2. 1979. UNITO..9 BUILDING CODE,' UNLESS GKCATER NAILING IS NOTED ON DRAWINGS. A- / PLAN NOTES: oR APPROVED EQUAL, OR 3/16- DENT PLATES OR ANGLES WI:11 5/8â€¢ 10. PREWIUFACTURED FRAMING CONNECTIONS SUALL DE BY SIMPSON CO. M.D. AT 3' O.C. APPROVED BY ING:NEER. \ 1. ALL EXT. POSTS SHALL BE 3-2xG U.N.O. 2. ALL INT. POSTS SHALL BE 3-2x4 U.N.O. 11. PROVIDE FOR CONTINUOUS POSTS FROM CONCENTRATED BEAM LOADS </m 3. SEE ARCH. DRAWINGS FOR WINDOW & DOOR p ~l- ~/ ROUGH OPENING DIMENSIONS. i 12. THE ALLOWADI.E LOADS AND INSTALLATION OF TIMBER CONNECTORS TO FOUNDATIONS, INCLUDING SOLID BLOCKING AT FLOOR PLANES. 4. FOR EXT. HEADERS, USE 3-2*10 W/ 1/2- PLY. U.N.O. SHALL BE AS SET FORTH IN U.B.C. STANDARD NO. 25-17. 5. FOR INT. HEADERS, USE 2-2*10 W/ 1/2. PLY. U.N.O. / 13% NOmMING OR CUTTING OF.ANY STRUCTURAL MEMBER IS PROUIDITED O POST UNDER BEARING UNLESS SPECIFICALLY DETAILED ON TIIE STRUCTURAL PLANS. 14. TJI JOISTS AND MICRO-LAM BEAMS (21 .L.) SUALL DE MANUFACrURED m POST BEARING FROM ABOVE BY TRUS JOIST CORPORATICN. BOISE, IDAEO, AND SHALL BEINSTALLZE REVISloTs , ACCORDING TO TRUS JOIST CORP . 'S STANDARDS & SPECIFICATIONS. 1 - - 6|TE FLAW -O- POST BEARING ON BEAM / 111 = 1 g 1 - 0 11 STRUCTURAL STEEL 0 O ~ COLUMN UNDER BEARING NORTH O COLUMN BEARING FROM ABOVE ANGLES SHALL BE ASTM A]6. 1. STRUCTURAL STEEL ROLLED SUAP IS, INCLUDING PLATE AND Â©TATE HI W Y 82 -O- COLUMN BEARING ON BEAM 4. FABRICATION StiALL COMPLY WITU AISC 'SPECITICATIONS- . 2. BOLTS SnALL BE ASTM A307. 3. STEEL PIPES SHALL DE ASTM AS]. CONTRACTOR SHALL CROSS REFERENCE AND VEnIFY DIMENSIONS 5. WELDING SUALL COMPLY WITH AWS 'STRUCTURAL WELDING CODE â€¢, OF ARCHITECTURAL & STRUCTURAL DRAWINGS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. MTSCET.I.ANFnart T.O.B. Â· - TOP OF BEAM DILAINS. INSERTS. DI.:Pltl:SSIONS, IrC. , WITII AllCUIÂ·TI:CTUAL, JOB NUMBER 94 -/ 2- 1. Tilt CowraACTOR SUALL COORDINATE TUE LOCA:ION OF OPENINGS, T.O.P. - TOP OF PLATE Â· MECUANICAL AND LI.XECrILICAL DRAWINGS . T.O.J. - TOP OF JOIST 2. 71]Z COMTAACTOR SUALL CHECT AND Val.IlrY ALL Dly.1242:OUS SUOWN U.N.O. - UNLESS NOTED OTHERWISE OM STUOC'lÂ·Ul(AL DILAWINGS WITU TUOZE =i;OWN ON At(CUITZC'lÂ·UKAL. 1)ATIi OCT \ 94 S - SLOPED AND 1:XI5TILIG FII+D CONDITIONS. M.L - MICRO-LAM 3. TUE CON'TRACTOR SUALL NOTIFY T:Ir ARCUITECT OF ANY DISCIUZPAN- CIm; DmrWEEN ARCUITI:C-:CAU AND STAUCTURAL DRAWINGS ANC) E- 1)16\\UN HY J AH 1 ./1././1 DENOTES BEARING WALL CEIVE WRITTEN CLAILIFICATION DUÂ·-ORE PROCLIDING WI:11 WOaX. 1 DENOTES AREAS OF OVERFRAMING CHECKED BY A1 . . .G SHEETS 30N 938 NAAOEI8 NÂ¥ld 31IS OaÂ¥80100 'N3dSV FAKK AVENUE AV >113Â¥d 00 L I . .i BAKER FALLIN A ASSOCIA-rES INCORPO[al-ED Amell[TECT"RE ANI) PIANNING / Jolix R. BAKER, All j Riel IANDA. FALLIN DA\'11) E.K. PANICO i . 1280 PrE. A\'ENt'E R 41 , - ASPEN, CO 81611 303/925-4252 / FAx 303/925-2639 . H B H >*/pAbl-T \ 1 715 (;RAAI, Aviixt'li CH I NALF FOOF= ~ 1--- 61.li='001) Sp RINGS, CO 8 160 ] -1 - 1 V 1 303/928-9704 --/ 2.EÂ·-,GX~~ 8,0 |97 6, Â· ,/1,1 71 Na . \11 \ 4 FAx 303/928-9628 f Potle A TO-t WA'44 I KEPI N I'n-4 10 MATL.64 i 1 8*Â«F'I NE., 1 -,1 1 1, i\,/ ext +T 6 08 N OK}E FbELINA *PACE L \ I j VE 1 i r I -- ~ EL,AASOE----- L / - -w 4 6%,enNE.i- 11~ ~ 4 - 1 1 6) 1 FLUMP'h f t)Â¢Tl.'CAP./ -1/ //NEA NEN -P X 140 | RLM *M14 17 4J<JATH*4 pl 0612.6.615 CUDE -9 1 1-4 c '4 ie' 4 4 /.- ---=Ex 6T C / a ONS. f. 1216-1 44 â‚¬ FACE , 1 1 11~~IXEh UTILITY j LU Ip hirl- - ~ D r z M Fl B HL- TE' L 1 MAT-cu 80*ENE .. ~ ~LL.1 l > Ir - - 11 --4 1 ! Mi Ex i eT-6 Z -- Extork -1111 8 sm 7-- UP--1 ENTRY BE 0 RODP/142 11 . OETEAL.1- txisT '4 CO - .11 1, ...... 9 L Â£ 11 L tEll 1 4 - ' \ 18 +519 - /87 NEW MINJU+57 -TO REA-Â£,4.8 ExIL/TO 1 T- - -- 1 V 58Â·11-, AO eâ‚¬NE,ST-H lei 1N 201,4-- / ern,8 62*E TD EE 11 - N E H Â·M~ EEL.2 11L.E. IN 1~ eNI~3 *2 l P.tij'Â£l,_I Ext':7fb~ -rue/Â©,40.48.2 1 -' BAREPTE>UNCED.,IDEE- U- Of eratea_Li -- PN Â» REMOVE ~ i.i. REMOVE r.><1*421 et-+C*NEe Dull-T--IN exier-6 Ex kit DGE,20 , 6-Th LAR,1.- X/ WEN MAAel.6 11 LE i | *TA I A CateÂ· h 63-84-1. \ UlkIEN --z7 cl# 25 ExtÂ«T-6 7 O.l-Ot,Ef / 9 01-e- , -I -- llc. V / INCMGOTE 2 C LOUET < 1 _L Â· t~PEWRATI-4 2.Ajâ‚¬,T-itt_, LIV/NO//fhliNC,/ILITCHEN . -- .;Â¤ - NE.14 1-0'LET- I O ' 21--1=29 44 ABEL-1 02/.12. CONPITIONED /f. IN FA A â‚¬*46>1 P CaL.LE,12 TD ate Al( i i -- M'.lf -Â·- I NEH M 540462 0 WEr/16)Â·E E,,<1,1,~T-6 INALL1 | - 93 '- 1 I 623>ED TO FLbIFOR.M ON BULP c -4 i ' ) NEW MAE.BLE COUNTER. lue : L 91&entle 6 F.E.fu~,2. HIT;-4 AILINA- 1 - AE>OVE. ExtÂ«IN.1 FobILDEIZEM ON E.,(1057r'a, V'6.14,TY' CABINET ,~,Â· 0\~ ~196,4-' DENGH 4EAT F \ 11 .5/ ' 1 70 \ i I Il NE; 1 NEL,1 22<-rE#41261 1-1- 1 \ ~ ~ ./: 44 th- --Ned TC)ll47'- ' OF.L.1416,14 @11 1 1 REF' dEF-DE N 1 -- -k .Ih. . [3'x 4jo -Â·TÂ¤'F 1-1-VIO \ \ "10 - ~ i Â£,7<,44. ~ Vek,1 MA,2.- \ \\ '11 9 CM-FET \ A Nal,4 *u 01 Ntt ill 61 6.641'2 CZEOZ- V- . N Ep MARBLE CouNT-EE TCF IN Ner,1 04AU- |~| Exle-T-ki, ' \ 4 0, e o ROOM * 32 4- DATH Di ll NEM VAN 11 Â¥CAE,I NET ':~ ger,tovE E.,â‚¬,1~-zi 911451~ / - ~ ~JL-L- aN.2 IN INIXÂ»~-7 1 1 __ E _ _ -\\ 111 , 08\'O \ I 4 1 t.1 40 \\ blew zpx,6 gly U \ .1 ' 111 3 \\ 51 R) LIP> - V\â‚¬\ Er \ \ \\ 31-44Â£-- 25Â£32 , Re,R...Ata \ 11' RE' love exuaiT-4 d i \\ - -- - RE\'[S]ONS \ 111 N/le, i L.A.1346;Z- ' 1 I i C M IN ,;Ch \ --k .....2. 4-}a--.--2---,-- 31: 1 7-177-- A \1/ \ 1 \ 1 // Â« 1 3 ' \ \ 6 JOB NITMBER .14 - 412. DATE cur I * CT,uppeR LEVEL x / ~ i,j~Â· v <~~)L o lai C. 11 LEVEL f 7 i 4-' 1 = i 1 - c:9, 4- 4 1 j 1.44.11 = 11-oIl 194//\ DRAWN HY PE LF ..U --t - iLÂ«fl Regr H i A FLAkl , / FLA V . / NoRTH CHECKED BY / . X ' *--% I \H A2 . . 01 SHEETS 30N3GIS38 SNÂ¥ld 80013 00Â¥130100'N V >18Â¥d O n ASSOCIATES INCORPORAI'El) _ ANCHITECTI'RE ANI) PLANNING JOHN R. BAKER, AIA, /0 --4 8-114120>*914:r *64,/441-8/1-n. - .--- -- --- - -.. - .--- - - - Ric] IARD A. FALLIX -----=----- --- --in_~u..6 1,<,Mi INg't ,6Â«el-leLLT-4dUNC,UE+~- -----1 - -- - DAVID E.K, PANICO \ 1280 Prii A\'Iixi'i -- 303/925-4252 As Piix, CO 8161 I FAx 303/925-2639 715 GRAN]) AvEXI'li - 1- f -5,63 G i.liN *'001) S I'R[Xtls, CO 81601 - ! 1 6.6191"toup - -- 303/928-9704 -.a. It 1 - I AND ~f ' ~ -- ~ A~EAA. - ~| - 2 -1-(~- f 1.l 4- 1Â» 11 iF--11~ CHQM~04~~3ps> ~ -, - 1 =- ~1-- t*54 - --- 1~Ax 303/9.28-9628 <' C k.124 1.6 1-AF 47,12'04-39 beutÂ£,eo 67 6 11 JI-:h. 1 1 - , 1%. - A34,0-1 - ~ ALA." A.A : 73.1.-1! 1 --l- CAe * - 4 As ..1 1 4 / i 4 ID I ,-t 61 '2~ 14 i 1,7 + 1 1 -17 1 11 - //'~1 'i. 16'.love tinQrn .I ., ' g N '1 I il ti I li t,1 *;1 -7 9--- 1 1 1 PI '1 li-li ti# 11 1,-1-1 1 11 -=t I . ... . - -- .-W. X - _'54/ WEA H BEXPAV 1 1; '11 i 11 Nk.4 !44.0 * a.~Frr~*N -t i'!'~1 ' 1 !~ ..3CD 11.11 lili -4 . 41Â«14 - -L. 11.1 1.ilÂ·:11. 1!i'' I '1 -2-T 11 ~! J., 1 12*'UNE" 1 1 . 11! 11 1 1 â€¢5 1 Plk1617 -1 - - 4â€¢412pw, p .--1 7 -U- - ..f= - 01 _ . --L) 1'. - -r- - &-T---rip=-3 k- Â· 1113 -IDE ' - - -4&..41EiM - 1, 1 1/ 1 -lE- - --- 1[-1 2 - 34-1-- - Ci /33 - 1 r 1 E- 1 E- -1 3- -1 7-1 E --11 -1 - h < 1 - -- I ~ 111 I lic= -- - - - , Oil -I- Iii , 1,1 NE- ~'1 IiI r.4 -- 721 ',1 ' 1'1 Â· Ew r -- 7 11 h /-4 2 1' 1 46Ae AKEA: 111: 1 'f,| ~-2 /1.11_. - - ~- I U - Ex JeT-H-14 -1 -- - : _ 0 - -; f_ _.' Lzz== 14=1=772.-=414=='12.---- +~-7= -2.94-------- r" -- _ L- F.- 1-8 CD -/7 --~--- - - -- - - -~ 2- J .. _ IL-p-- 1 i . 0----121 - 1 1-- LU - 1 -9 1 | 1 bouDE.Ago Duff NEIN ENTENK 1 1 ' NE,4 91-DNE NAINLar 1 1 11 1 11 Z i| *ANP bTOLIE<-FY'FS) 1 7172 PF 111 1 .' 1 - 1 +1 i - -1- ---- -- 0 + -- 11 1 1 1 it 1 -9-1-,- - 1-4- rl Y --- -4 r Â· C- |1 1-1, 4 -*i rl 1 -- iT U) O 4--4-1 L_. 1- -.. -1 1- - I- 4- --. -1- -- O- -- -- - - -_- -. -_ __ -- -_ - _U_ _L_. - i +-1 --1- -1 L -4- - 4 L IF. - -1 1 -4 - 1 41 2- NEW FOUNDALION I\lie N FOUNDal ION W LOT ELEVATIONI SOUTH ELEVATION LU - -J 74"-11-9"--~ , V#*. ILUJ Â¢i - 4'KYLIAFIT' - - - - - LOGAT\U# OF - - --------- -464 ~64*MP- , .-*-.I *I-- -~ -I.-Il----- -.il--*Il-*I- .---Il---*- 6%12" FAL-SE 1 1 D-1 CH-1 Db I Ex 'Â·ur,41 N 1 N 1 1 6,er'41 1 A.Il,4 1 ~t E,41,1'4 "Iplki4,~7 r~*r-gmainf- REVISIONS t. EY< 1 Â·trrIA DE'* 2 Â£*le,TI4 9[916.14,~7 1 L Ex'ST'C, 61=1144 1 - - -- - ~1 2~--~ 1 ===EN===;L - Mytr rÂ« 4 Un Jy E--'ir'A m,ueT'Li 5% ier'A 14141 1 IL==1==2 L__32_3 1__323 ~1 Ener'A Wl'-1 | 111 \ Ill 1 1 J 1 11 W 14 11 W.Iltu b,-11 6.1 11 1,<10*4 11 Exter41414 111 \ 11 1 C Uaw 'Â£QLAF 11 \ 1111 1 E f 11 , 1 1 i 1 43101+44 ~ 1 11 1 f 1 JOR NUMBER 0 4-42 t // /lili 1 1 1 1 REL,LA-rE KE*til-'4 pc. Te HERE | . DATE Â£14 1 1 1 1 1)127\WN HY 53&,Cl JFS,1 r\*tu Foo NOATIOU 1 1 1 [ 1 1 11, Ii; li 1 11 1 1- 1--1 r=- 6 tt-4 2 p- --1.1 - - I - - - - - - -- - U LL _ 1-1--2 CilliC'KI:1) BY IN OATH G LE NATIoN EA 5-F ELEVATION 3/40.,Lvu 1/AM = It oil- Cli SHEETS 0 - -ak- -I- -1- -a- 3AN3 >18Â¥d 00 L 00Â¥80100 'N3dSV 38 NMOBS - City-County Building Dept. - Relocation of 6-1 Recorded at vllv o'clock-m., 1 - Reception No. Recorder Acci â€¢ 2211Â§12 REQUEST FOR RELEASE OF DEED OF TRUST AND RELEASE Februarv 2. 1994 Date IRVING H. BROWN AND BARBARA J. BROWN Grantor (Borrower) Chase Manhattan Finaricial Services. Inc. Original Beneficiary (Lender) OCTOBER 8. 1991 Date of Dged of Trust OCTOBER 15. 1991 Recording Date of E ' Deed of Trust PITKIN County of Recording ~ 337454 Reciption and/or Film Nom of Reception No. Film No. Recorded Deed of Trust 659 82 Book and Page of Deed of Trust Book No. Page No. TO THE PUBLIC TRUSTEE OF PITKIN County (The Public Trustee to which the above Died of trust conveys the said property. ) Please execute thii reloaie, as the indebtednesi haÂ® biln fully paid/or the terms and onditions of the trust have been fully oatigfied. Chle Manhattan Perional Financial Servic,8. Inc. formerly known ae Chall Manhattan Financial ServiceL Inc. Â· h b Current Owner and Molder of the Evidence of Debt Secured by Died of Trwhit . Mirtem Al.Ban. ASÂ»%/tant Treasurer p i J'.6-Â».4 $â€¢10 pe,Agent or of f ic o~~~l Owner and Holder : 1 .. 60 :L IT-LI# c, Signature -/1.& State olkI4*4*I, 96unty of Palm Biach ,//.- ....... The forâ€¢,~,~~fwit-ijiÂ»et> for relea,e wai Witneie my H * sv.44Wyk acknowledâ‚¬<pd144 me on FebruarY 2. 1994 .\ 2\ DN , by Miriam Albildi Aollitant Troagurer 0 \0148, qÂ» Notary P~lic ,~~~iâ€¢sion Expires . RELEASE OF DIED OF TRUST KNOW ALL MEN, that the above referenced Grantoris). by Deed of Trust, conveyed certain real property described in said Deed of Trust, to the Public Trustee of the County referenced above, in the State of Colorado to be < held in trust to secure the payment of the Indebtedness referred to therein. NOW THEREFORE, at the written request of the legal holder of the said indebtedness. and in consideration of the premisls and the payment of the statutory sum, receipt of which is hereby acknowledged, I, as tho' Public Trustee ~ in the County first referenced above, do herebv remisi, release and quitclaim unto the present owner or owners of said real pcoperty, Ind unto the heirs, successors and assigns of such owner or owners forever, all the right, title and ~~ interest which I have under and by virtue cf the aforeuid Deed of Trust in the real estate described therein, to have and to old the same, with all the privileges and appunenances thereunto belonging forever; and further I do hereby ~ fully and absolutely release. cancel and forever discharge said Deed of Trust. ...=74.-L â‚¬3--d O~.b.-â€¢ /Sg~9â‚¬26â‚¬%2Â·.~ Dustee ' .p State of CalQ[pdo County of fiwih- The foregoing Instrument was ac~frle-fed t~.fre me on 4............ .I.Ufis4_Â£â€žwnÂ£Â£_as the Wuness Mv Hand agd Seal 1---,Diu.Ect Public Trustee of 121*ZZI-County, Colorado. (j.ud , BERAA Date Commission Expires Notary Public -U ' c.iriginal Note and Deed of Trust Returned to Chase Manhattan Financial Services Inc 1900 Corporate Blvd , Suite 110 Boca Raton. Florida 33431 4 OF CO~ roided Return to Chase Manhattan Financial Services, Inc 19 C.m- Exp res 11-18-96 1900 Corporate Blvd , Suite 110 Boca Raton. Florida 33431 uy*vt /hudeair