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Home My WebLink AboutPlans/ co co I to to N N N 9'-6" 6'-11 1/2" 8" 8 DOOR SCHEDULE P —J MASTER BATH 7 1/2" 13'-8" 3'-9" i' 2' / T 3'-3 1/2" N A2.1 1.9 3' L 5' 13'-6" // 2'-5 1/2" / 191-8 1/2" 2'-11" 1'-10 1/4" 1101-4 1/2" 17'-4 1/2" 1'-101/4"/ ), 2'-81/4" ), 12' 2'-8 1/4" /1 04 N 4 1/2"49 Z-8" / 10"/ ALTO. PAVERS 99'-11.5" NO. LEAF SIZE INT SWING 01 3'-0" X 8'-0" EXT SWING 02 2'-6" X 8'-0" EXT SWING 03 2'-6" X 8'-0" EXT SWING 04 3'-0" X 8'-0" EXT SWING 05 12'-0" X 8'-0" EXT SLIDER 06 6'-0" X 8'-0" EXT SLIDER 07 2'-6" X 8'-0" INT SWING 08 3'-0" X 8'-0" INT SWING 09 (2) 2'-0" X 8'-0" INT SWING 10 2'-6" X 8'-0" INT SWING 11 3'-0" X 8'-0" INT SWING 12 (2) 3'-0" X 8'-0" INT SWING 13 2'-6" X 8'-0" INT SWING 14 2'-6" X8'-0" INT SWING 15 3'-0" X 8'-0" INT SWING 16 3'-0" X 8'-0" INT SWING 1 HR 17 3'-0" X 8'-0" INT SWING 18 3'-0" X 8'-0" INT BARN DOOR 19 2'-6" X 8'-0" INT SWING I 20 2'-6" X 8'-0" INT SWING 21 (2) 2'-0" X 8'-0" INT SWING 22 3'-0" X 8'-0" INT SWING 23 (2) 2'-0" X 8'-0" INT SWING 24 (2) 2'-6" X 8'-0" INT SWING 25 2'-6" X 8'-0" INT SWING 26 2'-6" X 8'-0" INT SWING 27 2'-6" X 8'-0" INT SWING 28 18'-0" X 8'-0" EXT GARAGE 29 8'-0" X 8'-0" EXT GARAGE 2'-8" 3'4" N 0 l7 / / N 6" 2'-8" BEDROOM #2 2'-7 1/2" f 1' / 4'-2" 1'-5 24X36 CRAWL SPACE ACCESS F r " — — — ED 09 N >- w Eaz U HALL N N h T.O.PLYWD q 100'-O" EQ GRET ROOM N / / / / / / / w PATIO T.O. PAVERS 99'-11.5" PATIO BBQ / / N N N DINING N/ / / / / / / / z 16'-11 8'-3" 8'-11 1/2" // 1 / / -8" y 2'-7 1/2" N 4 E BEDROOM #3 3'- 3 1/2" 1/2" /y 2'-7 1/2" y 2'-8" 6" 13 3 2" Ly \ WINE ROOM r8 41-2" �I 21 -7 N EQ N N 6 N C C C PANTRY 0 N ENTRY & PATIO a-2" 6",, N Ih / "a N c 7'-6 1/2" in / / MUDR9OM/LAUNDRY / / 21-2"/ / 11-.CV 3'-6" y 4'-81/8" MASTER BEDROOM / \ ry^O 41' • N BUILT-IN CABINETRY STUDY/TV jki, T.O. PAVERS 4 99'-11.5" 3'-6" 6" 5' 6" 36" 1'-11 3/4" 2'-0" PLANTER 5' 6" 5' 11 1/2" N 1'-11 3/4" 6' 6"// 6' 1'-10 3/8"/ _ _ 1 3'-1 3/4" 3 6"// 5' 3' eg 3'-2" 4 1/2" 7'-1 GARAGE T.O.CONCRET$ 99'-0" BEDROOM #4 71/ 1'-1 1/2" 2'-111/2" 2'-8" M N v m NC ids 1Q MECHANICAL O F.D. 7-6" gemSieml 7a Appw" Pfr9S1s. eI 1'-10 1/2" En M N N 4'-11 1/2" 4 3' X 9'-11 1/2" 25'-10 1/2" 3' 4'-11 1/2" N m N Eio N \ \ N i- N- U J J (q en LMJ c(0 w r in W a -0o L U L 0) o W O7 O zpC� W Cn 2 c M (0 co0 mccoUrn VANDEVANDER ASPEN GLEN #1 �i123��0 KI fs DATE ISSUE/REVISION 01.08.10 REVISIONS 1.11.10 REVISIONS SHEET TITLE FLOOR PLAN A1.1 T. OF PLATE 114'-0" T. OF PLATE 112'-4" T. OF PLATE 3' 6' 110'-0" 108'-0" 41 R.O. HEAD .•.1.114 IIII■■■w■■■ 0�:�.��: Iw■■■■w■■■■I ■■■■■■■■■■ [I! '! i 1■■■■■■■■■■%i I■■■■IIII■■I ■IIII■■■■■ I 1 t Iw■ IIII■.i ■ IIII■■w■■■ � ■1 i■■■■w■■■ �d ...4,m ■.� IIII■■■■■■I .. ! r� IIII■■■w■■■*P* • ■1 IIII■■■■ � .■..■w■■■ 4.1g!!!!!!r ■■■■■■■■■■ "! 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HEAD ton 114) An • .3 A v. 1111,,i,, tlitir:71Learceleati AV* tier' 41U1sTaarattersaltInersilla lar*Orginar411=4/011ria=071 PARTIAL ELEVATION 1/4"=1'-0" 1111111111101101MMINIIIMII 1111111111111111111111111111111111111111mutttaw ...............................r4....14-07sauwearairear -. .__„. ............................... ...voivotta...."..m....wrarasaparTnitralaa •ImmniammmunnonwargangsaLamtramnipmayertinefiglas .............................c____._ acsalloth lar411 itiaite; ‘271 ann...............M.Plinnfilli111111111111111111111011 11111111111 pL ,171.1rirral Lop Tra„,,t 11111 .....•••••••••••••••••mmennirtnorwonnumann 0010111 11111MMEMINIIIMINIIMMIMISMINIIVAS11416111MINaliannr NIIIMMIIMEMENIENIMMEMMENNIIIM aaaannataaaaManaanaliMrilre-A-*Anffilin11.11,411, IMEMMEN111111111M1111.111111MallflarastAWATim. =MEM ffinnionnumn.... 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N Emma tmananannamnam•num L iii..,..a. 5.674•04.LEASAN_NEnmanomannanaannaria Ea muanannonnannenn illtraWA-V-ellannommami innannannannumn 1111 P !Fin 11 ill111111101111E1011111111101111111 I 11111 1111111,#V soor \MIME MI 7::::::77014PITO_Wal I frajabtatiFT Frnorabl..., t ragr_gari-tera40 IMEMEM grum his) 1,27 MOO a a ,pair 11411"111"P"Irs741WOrilYeli '11 sae '1' # Wirt sartr4P1# -• • • 1.1 alfil;t71 11"4411111.............IMMEMMEMEMEMIMIMMIMMEMINOMMIA1 mom= Tbd z twirs.,tatilimpasujimumnimmumniummonsannono imt, " MENNIMMEnalaaarnalaan Inommnonam mumann neamommanmennumon limaiMmiEflatiiSMEMEMMEM=11111 aaaaMIIIIIMIENIMMIMWEIMMEIMI IMMENEMEMMEMMINallM11111WMEM raaaallarn1011111MNIMEMEMIN MIENMIMMINIIIIIIMIIIIMMEMMMMMEMMM EMMINMEMENNINIMMEalaallIMIMI T. OF PLATE T. OF PLATE 1101-0" T.OF PLATE T. OF PLYWOOD [MAIN LE 100'-0" TOF SLAB [GARAGE] 99'-0" PARTIAL ELEVATION 1/4"=11-0" PARTIAL ELEVATION 1/4"=1'-0" ,6 106.-0" `41 R.O. HEAD 4,,,_,ifis,j, laTips,41p.V*iii.....41 Iiii"-mmorilig-irpmit•-110 nip nor was. -an --znirtar. 4r -4,..40,----4_,-t01,--,... --eriiriii: ta, -.IMF. c IN. tab" hit nliltl TWA: tarri 1,1:atica ri • ricaatia, 1.-iew ) iinfr-ster 'LT'S:A MEISMINEMMIIMENEMENVAT:jiteriffiScitilaCiNietaa,Itt imilill EnummommoNsmmo ___mm, mitirrisa ...NIT ,14....“ ,„, illinillin•MEMENNEMENNEMENtrommi Or' r FA i ii, "kg _thiraort r rottressoiatzat-ifi A .wirammayearearrewripor_#.1 ligi givibtivisurteip__ sivirentm................. i m1411 Asa, Pr --tilikatifirifitett oak I 1111111-4#4011tArik-51,7015#43.44tifrits 4 littrOirgigriCirp al 1,-.-r-,'" cgiliaw,...7-t raritttifteb rishillehtittittaii tit ....stavaweistarn.Jiititm-:::01_,Fils :at" t-istr-fristiltitgiStellittittitt; zsdrissint-riao SI. ra,,,i0.-1 go t4Airesii -404,011:1111 ovard.: isseirmemezial isaitsitir-- rejlaraltrintrekci lino.= ...441Fril-.411, 41144 all er il.Air. m -k• Text. 0;171-111ifip.74%;;;:_-•-•;:iim9Fril III ThIP ttstwattigialtitttri tini tri treptatL It: :A tal ra, P:eitara . a i. 1 ..., •gar ii*,"•111 III. atittma_rm.surt- r -rd WATS --Wast#E-211Cigzat.t4tastl i: -masts-, at -t_ 24„MjaraMohalialataat•••74.44•1111:t avegista es • , i In' -rim it'itar atehis71-4 slogs. 1 aws,,... 117.1411ss okittrarc, -er y. •INHir - nommommommommommi nintinnininffiaNniaMa Itrritasrl MMEMInninnnitairnann a-r4t IMMInnnilinanniniMEMNI;10 1111 MEIMMENEMENNIMMEIMMEMMI imnim••••.•=•.••••.•••••••1 PARTIAL ELEVATION 1/4"=V-0" LII L L 2 12' 0 zu u) 0 w z IJJ CL VI • o -I uj u. O d < 0 1 1• ID z 1-1 L II SOUTH ELEVATION Maanaanaarniananan' Al Wee 111111121111111111,11111111MMINIENHERNINNIMINIIREIMINMINEWM111111111111r 1111111111111111111111MINIM aIIMIMIMBMMIIaMIIIIMINnllMNHIMIIMIIIMMMMMannllallNMMMMMaMMaMMIIIIEIIIIVr NEE1111111111MINMEMMIMENIMME1111111111MMIMEMIThallEMMIMINENIIMIMMINIIMMINIMIMMIlly IMMMNIMMIMMIIIIMIIIIMMIIIIMIIIIEMIIIIIMMIIIIIIIIMIIMMMMIIMMMMMIMIIINIIIIIIIIIIIIIIKIPMMMMMMMBMMXIIIMIIIMIEMMMMMRIMIIIMIIIPP' WREMNIMMILWAILVICNIMMIRIME" ir Fa net•on M1 1 I taltazialtatiltattemall i II III 111111 HI 11111111111 III 1111 ID Ill 111111111 11111 I II I I 1 l I TAIMMIICEraraiiiiraMMENEMMaTaalltiMMIIIMICiallilliai II mm 11111111111 m n m 1 II H 1 II im minim= 1 1 1 III 1 1H IP 0 1 1 111111111111/11111111/ ITIMATICATIONATIMATIMSTRIMENORMI 111 0 ID 11 11 111111111111111111111MINIMEMIIIMMIIIMIIMINIEMEIMIMMIMII InNEMENEMMENNEMENNEMENNEMENNIIIMMIIIIMIIIIIIIIMIIIMIa analIMMI MINNIMMINIMMa 1 I Hill 1 I 1111111 I yrs: *VA, 70.avirittlf,,Cirti tal 1,1174g41F17,1047 rirJal rizuswattaireati.r-- trtaltralts-aaltit,Araar itseajortt,"; :,ffi.„„L-747.47.±worysire:174-‘11 flAr-q,--timairssrista..siJ_;srafrtiv Jag .4#1411t. w-r-ar foim 41114 111 -210i ittaritAaratitlitioks. mostraloymearikt.....it4Iltjt.rines.in-rlya...41 rnite. irds/ieriti. tistbataircaleillene 2jorternirtartiAt24_11selisitailalgeLt"pi keinisatedritrialliattal A111,5am A fat! A 5•-4,4 riamloar.. is/wain 1/4"=V-0" 1.4a.m.n... 1......mmimmommmommumm•••••••• NIIIIIIIIIII1111111111111111111111111111111111111111111111111111 a' 41111111111.1111111ISMMI a - misanal la -,qlltIIIMMMMIMMMIMMNIMMIMWMMMI 1111111a1111111 11111111MINATHIMMINIMI Hi it II 11 I II laSMEnnianaMaaaaltaThaananaarnatian 1111111111111111111111MMMMEMEWMAIIMMIIIIII 1 11111 II 1 1 .-"aMana&MIlaallannaMEENtata'aMMIlla1111 Ihh. aI .OlEr111,71=1. r. fling" N a IFtam N MIN ..i-1;4st'sa‘r:',.,'1.7-4-t-t!,.,:rtstittA,L,,,TeNt.;:-14,:car tailatstik: 4 __,...H. Asa, _A _ ____ ...isiatiLsie ..L_____ 4_ 1_. kiworvekeramirparapaganiatentiwtik,unt li "Vg.".=1.4..=.4irt ir pztirnisejergitta_Ai Pirrile,r- "nreftitwrcomasstretwzrew, triamitrisircathetterostrAtaasiaktomakita T. OF PLATE 122-2 3/4" T OF PI ATF 1121-0" DATE 01.08.10 1.11.10 ISSUE/REVISION REVISIONS REVISIONS t OF PLATE 110'-0" TOF PLATE 1091-0" T. OF PLYWOOD [MAIN LE. 100'-0" 1. NORTH ELEVATION 1/4"=V-0" T.OF SLAB [GARAGE] 991-0" SHEET TITLE BUILDING ELEVATIONS A2.2 so sik! if e to Is c8. I I I I r 1 l 1 11 1 1 1 Z50' Drainage, Irrigation & HOA Access Easem en t SW 10 A AI. ,4? /74 Z50' . ,.4 0),�6bs 42> - 4 .. /ate • f+�� '.----,,,„..,,,,' 4, ►SaS•��_�7F - N. -4 N. .. •. -S 1 �. �- odtvo y . _ �j f'. _ ` _ N. . Site Plan Lot £011, Aspen Clen Subdivision Filing No. � According to the final Plat thereof, recorded as Reception No. 626919 County of Garfield State of Colorado 7.50' SD 11 22, 938 sq. Ft. f/- Proposed _Dr z ve c5 � \ 20.99' 9 � eoklerg 010 00* 010 a � tilt{�� d ��,a ��r' i '$ani s i1 � is�ar e Q 31.08' !` !F F /r Curb /* Stop / F ed6� 12.50' Cable Electric Riser of' /1 Fr - ." r 10 GRAPHIC SCALE a 10 20 40 (wrTa 1 inch — to ft. - o indicates found monument as described M171. fr- Bearings are based upon a #5 rebor with a yellow plastic cap 1.....#15710 found at a northerly angle point and the northeasterly corner of Lot 501,3 using a bearing of $81:19#45"W between the two described monuments. - This survey does not represent a title search by this surveyor to determine ownership or to discover easements or other encumbrances of record. All Information pertaining to ownership, easements or other encumbrances of record has been takers from a title insurance commitment issued by Land Title Guarantee Cornppanx dated dune 08, 2007 as Order No, GB63001266. - This property is subject to easements, rights of way and/ or requirements as noted or shown on the Final Plat of Aspen Glen Subdivision, filing 4. Surveyear's Certificate: I, Jeffrey Allen Tuttle, do hereby certify that 1 am a Professional Land Surveyor licensed under the law of the State of Colorado, that this site plan is true and correct, that this site plan was made by me from an accurate survey of said property by me; and under my supervision and correctly shows the location and dimensions of the boundary, - • - = --' and the proposed building. -•1 jo/2 Notice. According to Colorado Lara, you must commence any Legal action based upon any defect in Mks sur- ey within three years after you first discover such defect _In no er.9ent may any Legal action based upon any defect in air survey 6e commenced more than len years from the date of the certification shown T71:777ZE S'URFA7ING SERFI018 727 Blake Avenue Glenwood Springs, Colorado 8760! (970) 928-9708 (FAX 947-9007) feff®tss—Lis. corn 6. 'VS -91.11. TUTTLE SURVEYING SERVICES Site Plan Lot D 1 f, Aspen Glen Subdivision 1 Carbondale, Colorado Drawn by: 5J Date: 70/22/09 SAO AD i i if f SD » / 38 Sgf Ft / o /: 1 T.O. PAVER 58'-11-5" r' / // // Curb / Stop // // • 1 T6O�CCNCRETE /�. � /•-....„ / n _ / te,: . 1' 1 1 / I' / T,O.PLYWrI 100'-0" — — — — . / / /] \ / V . / / {/ \ / .I 1.1... / \x/ 1 1 / / / , 1:1 .1 /' J // \X 1--•j T.O. Pgy5S 9V-11.5" BLDG ELEVATION 99'-0" [Garage] = SITE ELEVATION 951.75 BLDG ELEVATION 100'-0" [House] = SITE ELEVATION 952.75 q51 HEIGHT CALCULATION EXISTING GRADE = 951.75 7 / t4, /1- /4 3/4 I, / / T.O. PAV -11.5 el 34.5" H. WALL �I c0 S')(' R201-70' 0_(2) 36." TALL MASONRY ADDRESS MARKERS r Elect-/ edest REFERENCE ELEVATION TOP OF SPIKE = ELEV 949.41 PER SURVEYOR G:ISDSICIPROJ108021A-0-01.dwg, Layout'', 10/15/2009 4:24:13 PM. Adobe PDF, William Lukes + Associates Architecture 1 SITE PLAN o 5\-)j1 Cof\A:(1 A 0.1 SCALE: 1" = 8' VAN DEVANDER ASPEN GLEN #1 FILING 4, LOT SD -1 I T.B.D. SUNDANCE TRAIL ASPEN GLEN SUBDIVISION GARFIELD COUNTY COLORADO c/o DON VAN DEVANDER POST OFFICE Box 2447 GLENWOOD SPRINGS COLORADO 81602 970 963 9094 WILLIAM LUKES AIA ARCHITECT THE LAKESIDE STUDIO 801 LAKESIDE DRIVE CARBONDALE, COLORADO 81623 PHONE 970.963.8025 FAX 970.963.8026 EMAIL ARCHiTECTS�CCLJW ILLIAMLUKES.COM LAKESIDE PROJECT NUMBER 0802 6i05108 OWNER REVIEW 7102.+08 OWNER REVIEW 9110.'O8 PRELIMINARY FOR HOA REVIEW 5104.109 HOA PRELIMINARY HEVIEW 10/16109 HOA REVISIONS DA;E:• 7 JUL 2008 1!8" = UkAWk ts'r: WCL TI -L-E SITE PLAN E,I 11tINIB L:P A 0.1 Es) S C CA) 4L0' i- trc‘ t ) tD) (E) (F) 103' -II 112 14-2' 17-8 117 6t6' 51/2' 1Y-2 V% 5:1/2' 04.0. TI - DRESSING /CLOSET 3M6 11 • i 1.1••=.1 G: SOSK1PROJ 08021A-1-01.dwg. 24x3E Monochrome, 10/15/20094:25:39 PM. Adobe PDF, William Lukes Associates Architecture 11 SPA TUB rt ,•,„: it ( ;,•• 1 F A :: / • ri .t — 345.44. IN -L Dll 2-2446 — I MASTER BATH' 1 2 96 1914' : ! : 30$96 DIS 3045 BATH #2 BEDROOM #2 0 0 MASTER BEDROOM t1 1; . .1... . _ ..... 1 P ----.-- - .• '• i 1 1,1101•0 WI: 0.0! WW laW -.11, Wr ^III Ir 1 ; WP i 1 10 2-36z% Sc SYS HALL 1 72 006 3006 : G ) 6.1 pEI • 1 GREAT ROOM AB /2AS 7 • I: 'I .. PATIO • tj kfe 'P 9945 . • • DINING 72i96 • .FOYER :"”eairr-'1"'"41,WIJ'ams STUDY/TV I• • *CIIE VHF: IETRAHN • LH' PER FT: . . ENTRY & PATIO PLANTER !...1,11',1.:1!! (:111'::.:.; C:1 51'..e.C.114...- i.! 112"i FLOOR AREAS: DOS .11,96 KIT‘..HEN fl • en, :".',;31•'•y PLANTER HOUSE 4,000.0 SF GARAGES 936.6 SF TOTAL 4,936.6 SF 1 FLOOR PLAN A 1.1 SCALE: 3/16" = 11-0" 01 I BBL • PANTRY 5:1/21 164 V2' 542' # WINE ROW. MUD ROOM 36,96 DO 36a I< L ) 2-b' 2-0' t_7 S t, 9r. (Do_ 3645 21646 LAUNDRY At. yORLYWD 100.-0" SC PLYWO 1001-0" 'LLL MECHANICAL DOg $4,0 CONCRETE 99'41' CIARAGE • on rr 91 .1 9 .1 9 9 /VC UNITS k ca. rr: fL. 31-0' VD. W-5 1/2" GARAGE TA iz (!) • ,( 2 ) (3) (4) (5) (6) VAN DEVANDER ASPEN GLEN #1 FILING 4, LOT SD -1 I T.B.D. SUNDANCE TRAIL ASPEN GLEN SUBDIVISION GARFIELD COUNTY COLORADO C/O DON VAN DEVANDER POST Orricz Box 2447 GLENWOOD SPRINGS COLORADO 81602 970 963 9094 WILLIAM LUKES AIA ARCH FT E CT THE LAKESIDE STUDIO sot LAKESIDE DRIVE CARBONDALE, COLORADO 81623 PHONE 970.963.9025 FAX 970.963.8026 EMAIL ARCHITECTS@WILLIAM LLIKES.COM LAKESIDE PROJECT NUMBER 0802 DATES / REVISIONS 13;044/013 OWNER REVIEW 7/02r08 OWNER REVIEW 9/01/08 OWNER REVIEW 1•00i08 PRELIMINARY FOR HOA REVIEW 3;11;09 REVISED POWDER ROOM, ADDED WET BAR 9/0.4/00 ROA PRELIMINARY REVIEW 10/16/09 HOA REVISIONS /I RAIL: 15 MAY 2008 ‘L;C: E: 3/16" = bICAWN EJY. WCL TITi FLOOR PLAN SHEET kI1M/IER A1.1 ($) r r r- F- 77 /1 '1 r J /,'II II ",,,"..• II II t LJL___J ti 1 (t) c"Fl _:J L 1 r -I1 I 1 I H 1 r I I I II I' I II I I. I iI l -1 J t— -t J I I G:1$D$KIPROJ108021A"142.dwg, 24x36 Monochrome, 1011512009 4:27:07 PM, Adobe PDF, William Lukes + Associates Architecture r, L_ I I I r II II kI II I 1 II I! J L J I J 8:12 8:12 in I I IL_J I` I I .I II II I I I I I 111 I i r J_ F: L_ I 8:12 rrt i 6:12 I'- _ L- 8:12 + 7 J 8:12 8:12 Il LI r it 1—+ -____-] J � 1 ROOF PLAN 812 U-- L r U r _„I 11 i I II I ll L A 1.2 SCALE: 3116"= 1'•0" it "4 8:12 — 1r ,I I ,I I ,I LT TT.. U 8:12 L- 8:12 4:12 UI I: • II I I I I I II J! 8:12 J J _J (3 ) {6) ( 7) (8 ) (.9j VAN DEVANDER ASPEN GLEN #1 FILING 4, LOT SD -I I T.B.D. SUNDANCE TRAIL ASPEN GLEN SUBDIVISION GARFIELD COUNTY COLORADO C/O DON VAN DEVANDER POST OFFICE Box 2447 GLENWOOD SPRINGS COLORADO 81602 970 963 9094 WILLIAM LUKES AIA ARCHITECT THE LAKESIDE STUDIO 801 LAKESIDE DRIVE CARBONDALE, COLORADO 81623 PHONE 970.963.6025 FAX 970.963.8026 EMAIL ARCHITECTS tt WILLIAMLUKES.COM LAKESIDE PROJECT NUMBER 0802 IS '.tE fJ.4:LS ,/ R€VI'IU`JS 6106108 OWNER REVIEW 7102!08 OWNER REVIEW 9101108 OWNER REVIEW 9108106 PRELIMINARY FOR !ROA REVIEW 9104/09 110A PRELIMINARY REVIEW 10/19/08 K0A REVISIONS D:1 5 SEP 2008 SCALE: 3/16" = 1'-0" DRAWN rn': WCL DIIAVlid(j Iii/€. ROOF PLAN S1-r.c T NUM 1t. R A 7.2 .111_1J. LIyUUL tillAI DL 11 11 ILL{ 11...11 II 1.1 ii211.1Th {11.11_1.F.1.1 1_" .11_11:kali.' Lir! IFIT11_11.11,1.1.1i.p [.[L.11.11.1 ID L LiLi 1_111LILI.LIiiii4L.Lii411 J_LE.L1L.1_,11. L11 1.11...11.1,1 1dt Li 1,-1.1.11.1LILLULII.i_L11.,1 JiTia_1111; 11.1. I 11_111.1,11L1111.11.i.1,111- L.11.1..iji 1.11_[111 1 LI 11 k Li 11.1,1 I - 1 1.11.1..Ift11„1! 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SUNDANCE TRAIL ASPEN GLEN SUBDIVISION GARFIELD COUNTY COLORADO C/O DON VAN DEVANDER Post OFFICE Box 2447 GLENWOOD SPRINGS COLORADO 81602 970 963 9094 WILLIAM LURES AIA ARCHITECT THE LAKESIDE STUDIO 801 LAKESIDE DRIVE CARBONDALE, COLORADO 81623 PHONE 970,963.8025 FAX 970.963.8026 EMAIL ARCHITECTS@WILLIAMLLIKES.COM LAKESIDE PROJECT NUMBER 0802 ISSUE DATES / REVISIONS 6/06/08 OWNER REVIEW 7102/08 OWNER KEY IW Ka:11/08 OWNER REVIEW IMMOB PRELIMINARY FOR HOA REVIEW 8/04109 HOA PRELIMINARY REVIEW ta18109 HOA REVISIONS DATE: SCALE: DRAWN BY: 11 AUG 2006 114"=11-0" WOL DRAWING TITLE 151.JILDIN ELEVATIONS SHEET NUMBER A 2.1 / 'i I-7 \ ® 7••• ,„ , 0 0 it- cr t.\ LAI) v.i.L.IH 11: LH': ..111i 11 II;.1 !; 111,i 11 11 )11 L1lilt (1111: 1 11. IL.I1 '141.1 lii_ 1..111,...R.TiLt, II „I _.11_1i.11.11.1T u Li I ifrinli 1.11 Li L, tri.i 4_ri Lt ft_il 1,[1...iiii.L.4.)11.111.1.1.n....i.Lo It id 1 .11..01.1.!..,,j1 i..1.1.11..1.11. j.11....11.J.111... 1..1 ,11.ii , ; j1.111.1.11):: 11111 II. 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OF PLATE 114'-0" T. OF PLATE 112'-4" T. OF PLATE 110,-0" STONE VENEER T. OF PLYWOOD [MAIN LEVEL 100,-0" I GASDSKIPRO10802SA-2-01.dwg, 24x3t3 Monochrome,10115/2%8 4:28:32 PM, Adobe PDF, WISem Lukas *Aesoctides Archilecture 20% STONE VENEER REQUIRED THIS ELEVATION 3" STONE SILLS 0 STONE VENEER typ 2 WEST (REAR) ELEVATION _c} A 2.1 SCALE: 1/41' 114)" 11 VAN DEVANDER ASPEN GLEN #1 FILING 4, LOT SD -1 1 T.B.D. SUNDANCE TRAIL ASPEN GLEN SUBDIVISION GARFIELD COUNTY COLORADO C/O DON VAN DEVANDER Post OFFICE Box 2447 GLENWOOD SPRINGS COLORADO 81602 970 963 9094 WILLIAM LURES AIA ARCHITECT THE LAKESIDE STUDIO 801 LAKESIDE DRIVE CARBONDALE, COLORADO 81623 PHONE 970,963.8025 FAX 970.963.8026 EMAIL ARCHITECTS@WILLIAMLLIKES.COM LAKESIDE PROJECT NUMBER 0802 ISSUE DATES / REVISIONS 6/06/08 OWNER REVIEW 7102/08 OWNER KEY IW Ka:11/08 OWNER REVIEW IMMOB PRELIMINARY FOR HOA REVIEW 8/04109 HOA PRELIMINARY REVIEW ta18109 HOA REVISIONS DATE: SCALE: DRAWN BY: 11 AUG 2006 114"=11-0" WOL DRAWING TITLE 151.JILDIN ELEVATIONS SHEET NUMBER A 2.1 /111, 111_ I I Ti II 111 I [I_IiiLI! 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SUNDANCE TRAIL ASPEN GLEN SUBDIVISION GARFIELD COUNTY COLORADO C/O DON VAN DEVANDER POST OFFICE Box 2447 GLENWOOD SPRINGS COLORADO 81602 970 963 9094 WILLIAM LUKES AIA ARCHITECT THE LAKESIDE STUDIO 801 LAKESIDE DRIVE CARBONDALE, COLORADO 81623 PHONE 970.963.8025 FAX 970.963.8026 EMAIL ARCHITECTS@WILLIAMLUKES.COM LAKESIDE PROJECT NUMBER 0802 ISSUE DATES / REVISIONS 6/06/08 OWNER REVIEW 7/02/08 OWNER REVIEW 9/01/08 OWNER REVIEW 9/08/08 PRELIMINARY FOR HOA REVIEW 9/04/09 HOA PRELIMINARY REVIEW 10/16/09 HOA REVISIONS DATE: SCALE: DRAWN BY: 11 AUG 2008 1/4" = 1'-0" WCL DRAWING TITLE BUILDING ELEVATIONS SHEET NUMBER A 2.2 G:ISDSKIPROA08021A-2-03.dwg. 2406 Monochrome, 10/1512009 4:31:30 PM, Adobe PDF, William hikes Associates Architecture TABLE 402.1.1 rATIDN Alun FENESTRATION REQUIREMENTS BY COMPONENT' C S4ATF ZONE FENESIRATIDN LW ACTOR flat sxvuct rr ELF ActoR GLAZED Apar/Wiest SIWO CaLMn R -VALUE z WOOD FRAME WALL ft -VALUE - MASS WALL ft -VALUE FLOOR R VALUE 'ADEd1EN1' WALL R-VAIaJE an' R -VALUE S DEPTH CRAWL SPACE' WALL ft -VALUE 1 1.20 0 75 0.40 30 13 3 13 0 0 ' 0 13 4 13 U 0 0 2 035 0.75 0.40 30 3 0.65 C.65 0.40' 30 I3 5 19 C 0 5113 4extcpt 64s Sand al Masao. 4 0.40 035 0.60 t.&31 0 081 0.141 t 13 5 19 10/13 10,2ft 10113 19 or 13+5• y 13 301 14/13 l0,2N 10113 0.6038 KR ! 6 0.35 0,60 AR 49 19 ur 131-51 15 IOI 10/13 10,4B 10113 7 .a611 0.35 040 NR 49 21 19 301 10.713 10,4 It 10113 ;=; Fm SL- I fool- 304.1 mm. :'. 1. $-radon K minimums Mr Con end SNGC ace maximums_ 11-19 rbz0 br rrnnitte4 to bs alumna Into e. 2 f 6 cavity h. The tenrstnmoo U-&ctor [alai Modes skyOgl a The SHGC column ap2lits to all gland &rsm'ateee. �. .a TM fist itwalae applies to co Rims -we insulainn, OX teested to Iremios eav;ty iand2d011; c.11,4 incatadon Peer. the rquirermm- •" A LS shall be added Ic ibc [.gourd slab edec A-nly for Leafed slab,. ..•7-c. Mete tea SLIGO rRAWremras l d,s Mats zone. Or Inmbeioa sufrrcicit to Cil :Et lram'a8 e•vily. R-19 minimum. • �(, '13+5" mean. R-13 cavity insulation plus R.5 iasafslad theadeieg.lf.!moron! ikc.thimg covers 25 perce,t or Ira of the candor, instutrint sheatbint it not Toqu-mit where tbaewrII IMeAlhirtg u teed. Il Crane I ihcarhin aevea #+oot!has 25 percent of talc rim; siructur3t tbathing .5s11 6c supplcrsentad wick - Lied sictdala% of as least A-2. Option ##2: The U factor alternative is identical to the R -value method. U factors are determined for the insulation values for the different components or materials used in a framed wall, floor and ceiling (drywall, batts, studs). These values are then added up and compared to the required values shown on Table 402.1.3 for these assemblies. Use of an architect or other desiu irofessional ma be re.uired determinen: assembly U factors. See table below using Climate Zone 5 to determine the required U factors. ASHRAE Handbook of Fundamentals is a good source of information on how to calculate an assembly U -Factor. TABLE 401.1.3 a. flookatsSuiea U cWn ,balI he ebbdaed Dea, ayasw'v . c calatiaa man apprpvtd soca Option # 3: The total UA or total thermal transmittance (heat loss in the winter or heat gain in the sununer) of the building envelope is compared to the values obtained from one of the two options above. If the building envelope meets or exceeds these requirements, the envelope meets code. This option allows for trade offs between parts of the building that do not meet the U or R -value in the above tables. One could put less T. OF PLATE 122'-2 3/4" T. OF PLATE 116'-9" T. OF PLATE 1141-0" �} T. OF PLATE T 112-0" T. OF PLATE 110'-0" T.OF PLATE 109'-0" T. OF PLYWOOD [MAIN LEVEL] --,100'-0" -- ---- T.OF SLAB [GARAGE] 99'-0" 1 SECTION AT ENTRY / GREAT ROOM A 2.3 SCALE: 1/4" = 1'-D" VAN DEVANDER ASPEN GLEN #1 FILING 4, LOT SD -11 T,8.D. SUNDANCE TRAIL ASPEN GLEN SUBDIVISION GARFIELD COUNTY COLORADO C/o DON VAN DEVANDER POST OFFICE Box 2447 GLENWOOD SPRINGS COLORADO 81602 970 963 9094 WILLIAM LUKES AIA ARCHITECT THE LAKESIDE STUDIO 801 LAKESIDE DRLVE CARRON DALE, COLORADO e1623 PHONE 970.963.8025 FAX 970, 963.8026 EMAIL ARCH ITECTSC WILLIAM LU KES .COM LAKESIDE PROJECT NUMBER 0802 I'_,`1 if: I),r1 ;.`. , 12E.'dlsa)Pd 6,06/08 OWNER REVIEW 7102(08 OWNER REVIEW 9101(08 OWNER REVIEW 9108108 PRE. IMINARY FOR HOA REVIEW 9(04109 ROA PRELIMINARY REVIEW 10/15109 HOA REVISIONS DAIS- 11 AUG 2008 r: 114- =.1'-0" 11)rr•,wr4 En WCL DRAWING TM r BUILI,ING ELEVATIONS / SECT ONS .: FI -'L1 11. WEER A 2.3 CLIMATE FOSE FENESTRATION IFAddOR SKYLIGHT tbFAC1UR CEILMG et -FACTOR y,E WALL UFACTDR MASS WALL LFFAC OR FLOOR VfACTCtt BASEMENT WALL 0 -FACTOR DRAWL SPACE WALL tlFAC1OR 0.360 0.477 1 12 0.75 0.035 0.082 0.197 0.064 0.042 0.165 0-064 0360 0.477 2 075 075 0.035. 0.035 ,. 0.092 0.141 0.047 0360 6.136 _ �� 3 0.65 0.65 0.059 0.065 4 except Marine 0.60 0.0}0 x..0.081 0 081 0.141 t 0.047 X0.40 0.35 0,60 0.030 .--" 0.060 0.082 0.033 0.059 0.065 5 end Write 4 0.059 0.065 6 0-35 0.60 0.026 0.060 0.06 0.033 1 0.059 0.06T 0.33 0.60 0.026 0.057 0.057 0.033 7 g a. flookatsSuiea U cWn ,balI he ebbdaed Dea, ayasw'v . c calatiaa man apprpvtd soca Option # 3: The total UA or total thermal transmittance (heat loss in the winter or heat gain in the sununer) of the building envelope is compared to the values obtained from one of the two options above. If the building envelope meets or exceeds these requirements, the envelope meets code. This option allows for trade offs between parts of the building that do not meet the U or R -value in the above tables. One could put less T. OF PLATE 122'-2 3/4" T. OF PLATE 116'-9" T. OF PLATE 1141-0" �} T. OF PLATE T 112-0" T. OF PLATE 110'-0" T.OF PLATE 109'-0" T. OF PLYWOOD [MAIN LEVEL] --,100'-0" -- ---- T.OF SLAB [GARAGE] 99'-0" 1 SECTION AT ENTRY / GREAT ROOM A 2.3 SCALE: 1/4" = 1'-D" VAN DEVANDER ASPEN GLEN #1 FILING 4, LOT SD -11 T,8.D. SUNDANCE TRAIL ASPEN GLEN SUBDIVISION GARFIELD COUNTY COLORADO C/o DON VAN DEVANDER POST OFFICE Box 2447 GLENWOOD SPRINGS COLORADO 81602 970 963 9094 WILLIAM LUKES AIA ARCHITECT THE LAKESIDE STUDIO 801 LAKESIDE DRLVE CARRON DALE, COLORADO e1623 PHONE 970.963.8025 FAX 970, 963.8026 EMAIL ARCH ITECTSC WILLIAM LU KES .COM LAKESIDE PROJECT NUMBER 0802 I'_,`1 if: I),r1 ;.`. , 12E.'dlsa)Pd 6,06/08 OWNER REVIEW 7102(08 OWNER REVIEW 9101(08 OWNER REVIEW 9108108 PRE. IMINARY FOR HOA REVIEW 9(04109 ROA PRELIMINARY REVIEW 10/15109 HOA REVISIONS DAIS- 11 AUG 2008 r: 114- =.1'-0" 11)rr•,wr4 En WCL DRAWING TM r BUILI,ING ELEVATIONS / SECT ONS .: FI -'L1 11. WEER A 2.3 it CT FRAME WALL PER (RC OOR nsr PER PLAN (2)-/5 CONT moRtz. TOP & SOF FOORNG SHALL BEAR ON NAM- SOIL OR STRUCTURAL /" FILL PER SOILS ENGINEER E0 —1 • — PER PLAN - /5 • is' o.c H0R7. RIM P.T. 2,0 € W/ A.R.ft 0 -r-Ca 0.0. 15 DOWEL x ---,4,.., t 0 r -r ac. 1:17-6.1 1 ;I.* C\ Ca UNDER DRAIN STS7E7d PER SOILS ENGINEER A CRAWLSPACE FOUNDATION WALL \ S1 SCALE- ;"=1)-(9 FRAME WALL PER 'RC CONCRETE SLAB PER PLA (YR Jew (2)-/5 CONT, HORIZ. TOP et SOT. FOOTING 5I4LL HEAR ON NAME SOIL OR 57RUG7LIRAL FILL PER SOILS ENGINEER P.T. 2x6 f At e oc o ra- ac. HORZ fiE 00i4EL • r -s- o.c — — --- PER PLAN — B GARAGE FOUNDA TION WALL \\S1 SCALE r=1" -a CONCRETE- rooRKG PER PLAN STEEL COLUMN PER PLAN EASE PLATE PER MEW. FOOTING SMALL DEAR ON / NAIVE SOIL OR STRUCTURAL at PER SOILS ENGINEER SEE PLAN cc, c TYPICAL INT PAD FOUNDATION 51 SCALE FLOOR FRAMING' PER PLAN GROUT OR FLOCK HP SOLID FS x 4 17 ten SN/MS AS REO'O PROP TOP RE/NP BELOW BP FON WALL PER OETA/LS BEAM POCKET DETAIL SCHMUESER GORDON I MEYER ENGINEERS I SURVEYORS PAD FOOTING SCHEDULE MK SIZE RE/NF ® 24" so. A, 8" #.5 0 12" O.C. EACH WAY, CENTERED IN PAD 30" so. x w" (e) 36" 50. x 12" 16 111" FOUNDATION PLAN SCALE 4"- ri-o" SCHMUESER GORDON MEYER I I S W. 6TH STREET, SUITE 200 GLENWOOD SPRINGS, COLORADO 8160 I (970) 945- I 004 FAX (970) 945-5948 ASPEN, COLORADO (970) 925-6727 CRESTED BUTTE, CO (970) 349-5355 0 - 2 2. / 16. 62.- 2.-6i" FTI.1 t7; LI rrc 6/2 0 • • In" cciE— E/P a © NOTE .10 (.:D\ I RACT9R /0WN1 R: V"- RIF): MLVi ION ti F'.......I <S1AR I CF CONSTRUCTION. THE ARCI HTECTURAL 'pL.A.N5 PROVIDED WFRF NOT DIMENSIONF_D IN An LOCA I IONS AND DISC REPANJES MAY XIST. 6' i• • 103' 11•5" - VAN DEVANDER RESIDENCE LOT SD -11, ASPEN GLEN CARBONDALE, COLORADO .te FTC UI rro ',0 GRA it? SPACE PRO V/PE 5 Wt. Pa.,'ETHELENIE 4.1015. TYRE LIA RR/ER 44/1,0 CRC SC VFLI 271A -90N PER LOCAL CODE F BLOCK (.:11-1 raP 1)0.1W BLOCK CU/ FOR DOOR C) SLOPE TO DOOR 4" CONC. .',/AN ..4x1.4 WWR Ol•er R COMPACTED GRANULAR SASE (CONTROL JOWLY g 701-0'0.0. 154/X.,, BLOCK OUT 7 FOR OCOR FTC SLOPE TO DOOR FTC FTC I- I /`- L1 IC F • 0” REVISION 1-10A Reync.• Sct .5' (I' p :r \ \ FOUNDATION PLAN Job No. 2009-323.001 Drawn by: JJ8 , Date: 4/13/09 QC: AIDE 1- PE MOF File: Or 3 sS r L 1OF J ore as (31(arivc • o - p., • AC0f 77/ - v/r c.)/ LL Zr 4 5 0.5i = .YC 5tono DL - 0 psi - (4.77 r/ Ps/Coe - 5.00 f>rcir;Of.; (7;.-7;-( ( 4 0 cct) - Z2 r.rp»',re hc.don 1711-7-., .1-7,;.0 qcst, .,7.70.7:01.. Cc/ y ? fht:' 1...JUnc.1011)..in L.( ;7 NO's pr'"jr? Oc,-. urdiin.lit Wt?), 1.1.,c I) Cip ty CIL 177os ?FL, sor, Tho., doted Oc. khor 29. 200E, cm/cc! num her 6.50:92.90 - ?2a / t i>59 tEhe desjr?6d f c,r at; r7tieNeGt earihO ari;.c sure of 4P0 psi 0,s ci on en.p.:/..7.17 1 //o.;' prect, rite ni ,h7 pet ..... , flirt" an/ Ton I = le5" con (( r, / e.c..erpgr-; L:h.-2(1 be0( ora n (in-; I: e.'d 6' On, .1 /41, !:'!/c.' Min 1/7,1-//n fil .56. tf..• Ow 1-12 (-PP' n1 Ord t C TO /11 017_7 /c'i 17, .5db.driocr age, P., rovorKot,, on draInage, ona %.1,7-'! P he r_15::5 r r. c77t;r7,- ;vitt% C rer.c):71 rro I cf r tionc h7 po r / A rep re.' senfc51.1 le c: I the Sflitg engineer 5 hail verify canclilions and allarwatio soil hearing pres5arf..7.5 dr 7b4 tirrle of 9), c- motion. .5. v1( ;010,/ ton wt,,.;/.5 riot 2.1(7 for u tr,ij,i'/nJt'i f .0:/fl (1,7 yri /(f..7 Ell..a C.: tk p-! eCC ne..);;;:ci (.1:W p ft)! 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()nick provider; frvi!ii W c IC';'"? ?L. 1 " ••1::cc cc' t /5 ft iv; wifir-v- co's 17 2t- t0t1,6..7' Witt? 1.5 65/- rf7-1,:?,-.,fr. /kn pe fja I +S, ,:fief'.::ri ye/ .,"th /thin (Frt.(' it; r;.' n';;' to f o re rot r 9 One./ plo,S1 rx:fi/.7 e. At; viler( shall be /1571.1 A99.1 (Trod° .50 /or 14' ',tit.), /Sr?? /f5 rot cede', • (Jr;..2 A S 7-1/ /1500. Crud!: •IC A.:3) Pot w s of,: r 5(7(1 .0,,... therm s6 ronce.nri ..sec elf.; n5 sr." uSC Al L C..)..P.AI P:7/15 ff-niP.Cr /Rd eilh•erik/C.E. t? oh'? tO .0/.;•'? rv.m,?!/,tSt Obi fOt.r. tzri Ce (Cie! fr'.!e ionccJur11c Vr Air „), wi.;:t.bc• le• ed :)// I " //c' . hig.Qo rod of 10 the 'fr.iit7 TR.; ted ThihC! WO /CIS WI; te Made /.7,Y on A -r iteid,2r with E .76 1.1E deet C 61C 'Intl? A jiw: z; ///r‘t f tr, in G. sr.: nll • :--,2,1r.2cref rwt:o el with `Er! NI.Trq MCI Arklic .cIstc/tcwr' RC rbtrujr,r, Kiln di ,f.,•i wen, Tv, /2 (7/ ocn cit?(:5 fo(s,: re Treater; .£.1 uv. -.7.1 , Cr:role or bettfpr :)ri fi,'.,s: e e „,11/ c/Peifit; - ;:c;ber 1:90.015; 57-cyc-6 1-27 e Iir ;), inde. c keels b UOM - 1 MG?' tr: niC IC.1 Cr: 1 P ri ore fry inefcc furred 411Ivo h, 0 i FPC/ Orr? ;101C 0;7 F. te?P.9..-s 51;.C. ?PC.; r“c pr7r mcnrfacturez- io5rtpt.5r-or?::.. LOWS r'e. • Or '20 r tea o,#9 r5t ch It p 0(74 ft wise. (:niurnns' 5/ b77; c)e.. iff) tcoi /;,,r Cc:, icy; c orn dett57n,.. ri co /7/00 or h. g I pot."! teutr! :7! im.y.'efr1/11/21', .51,:r4,n or. pkra, :dot] ity.? /#/6 0 ;:c.•11.11T1C: 7:7 tit 1,:"?/!. cc; 5Q&,:.' ....Ay etr, HO ripcic ypc c s r; be; rri.0(le On Sr' rr.rirrtri Tic.' rr.ronfrur..107::. urior ▪ ti :P1•11 '_. u'./au.". full *41r Ili 1.:.4.2c ro.fig. al :7/1 soppo: ±: for re...1:,1.5 &.''r▪ .' ruitur 3. Pi Silirre.r.rrrofr /-1254 Cl/PS clil C :7_ Roof or:c5 LT .17 a thing shall AFA e.V for ("C' ''GO[ otic' Goo .1 a ??.; cc Ind e or ho 511.2.3 0, in .? v•ftri CD/ g.(57.o. c';apc.p tio r3s c; 5,11011 ';../,‘; I. OS/ r .01),W01.7 nedEti Wilt du' ‘5?: 61 are reeferal pa be/ ?e -f ar;t1 o ver ,,:i /! ic /h7/-/ IC:V. Roc S :Jo,/ 1:c / " 0 Sri pcorood glacri arid '.-o'/Cd As:hi! 8c/ (frp 6 " cc n!or- at cdgcs, and /2' 01 ,«v9 tor J.,' poi) at ;IP:V. Arc nr: rrrcr- nr; tr. e Art errirr-er prop Kr. rrrt 7,./2 nr,...;Q!d tel " C. c. 0.2(...E.il eciveu rtbd ti o u. fi; the ,.1.('5'5 !CL../ c;j/(7! w;?;c' Lx :I. et "Jo 5.)7c.o.,- LEL; e (.1 e ti/cu; /I0 he h•=ct hed with 1/2 I' (2'; /? n a ileac with &I erti 4 C C. fit Ogler/ CC7?7ee Of t) pcne..? rod. fl/,, cree54,.. ir.rf rifacrr,y /crock c.,„,r,,r, we (2.„.runr,_, rihe irrnrerihrr fry,.r!tryrrr Artrrri bc ./,•,,urarilcrui rro ("C/ lice .1f7 C . Re fc..??. to (/,-t CIO .!) fr 07;1 for 1.; 4,0C ifiC 5 -NW 44211. I.'ncipf J..'75.er .7/10;1 he ,.175-idripd ichrod. and erected if: °cordon .7 w;/f: AN51./717 f NG! Styr: for' Mer':)/ 1-frErcr Coy +P&L.' ud :Your! T7j5 con rthpwilot5. Tfusl;err :inept; be de:,17!“.1 W Lir:over, obove. o (ions it'd .':'hu,in et- An;”!...f 1.c4( tent I! f Cf if f mire #reeN 11.7 cd eoreuloricfl!,- 6,0 !'Jo;.; eh-7.14*T: if.? the.#: flej:peer fcv ile.w uhtl ▪ ev a:, 1,Hrto D irr.usic.vc. arcs edqc of Fr gm;ricr conceek, 0,7:sLr frolej Clhar-W:::ic'.. AY (1:!:4.7 crc,r) b ft be o urn I (C' ollenle(? of Lagificer oau Orgacr., prirr to CCELc., r /Pe 1 y thf Ce wilicc.10., Li coot (31,?::a t I ire; for-, iv??? ^1.1 ▪ 2751L Uri'lly ER ;EC N From /TR; t r ;fir b.ntrick,r, ccrnr•rvc.•:•orrs. .rrriocrrf.T., ohd 7; IL. have beet !C. f 0 c opine c cid in rd grec • Ibosa ace' the ,70(.5,7 (50. it is the re5POrrilbliitYif thc con tndc: (or Id o .-rc- nyry ac,''atilizc dmInd unt; the fry c hirc is ABBREVIATIONS Al 4.61 ANCHOR SC/ A ,Fc /80/F 5"N15.H173 FLO.CR A PI:h. 4'7'0 it C / r(:. !(v. C.),' UP ECTTOM C'r !WC: LK: Bull DWO Ati LII AM POC X/ f?Rr: EA R A/ C P14" (SO TTOM OF WALL ii'. (AS! WI .1 A f. CON AN. CLF a R CO.NCPFTE ,l/.1 SONS Y. OW NI' ef . i L AP; EACH FOGS CF I Al;! I fitE L KPAN'75).A1 F,YrER/.')R I LOO/1 13/2iIN (DA/ FOUNDA RON' FF I. FirmsHrD R.rricr.R Hip ilrft. it ORO 1 NI 7. i . ft)OT I Fir::: riA/C /-IDIDED /NCHOR STUD fir.;le.)/(NT.41 /1/ )11A VY P iAt F I el ?FRP...JR JOINT ; AC it ;PI MAX AAA AMA/ • AMMMA., O. A. OR .APF POI,E .0 EC OA! 1,1V t,/t P L't" 1-'1 MO 0 Z.) PT . P RES SUR E /TEA TEO RE: r-iFFFR/ .N0! 47 IN! I Hi WI 0114'..1 wer.)(•;// of-ri /vim; .SF : c r 1- '714 I .S111.137 AR SO SS r&E Quir -7A .1/ I'TE&L STANDARD 5 TEEL 0/ I 6 g A NO iiri; .45 TCP OF PAR TOP OF 5,70 i Of WA!.! YPICAL UNLESS NOTED OTH5?S( '(PT/GAL Vt .44775. f 1/If) SCHMUESER I GORDON MEYER E GI NEER S I SURVEYORS 1.:J , . (2) "x ? 4 " 11 UR5. F.11;r1:-.7 I (;m; J!, r'L/-rrrirr -1 I 1- SPIN CON 1.)(17 1.157 /.2) 1-45 " 1/1 C'WOEP FAY.; WALL Ocrustri- roc,/ DArf..:11" coi /jay • FLOOR FRAMING SCHEMATIC SCALE: tiu = NCI:: In CONTr-ii:\ CTOR /00FR: j Jr..'I LflU,I IS rr I USTRATIVI-. P flfl FS CNLY ACTUAL niS1 LOCATIONS MAY VARY. SCHMUESER GORDON MEYER. I 8 W. 5TH STREET, SUITE 200 I GLENWOOD SPRINGS, COLORADO 8 I 50 I (970) 945- I 004 FAX (970) 945-5948 ASPEN, COLORADO (970) 925-6727 CRESTED BUTTE, CO (970) 349-5355 r-lc.01/70,L. F. LOCK 1;Aff: BETWEEN /6/S TS E 07! NA,/ iry Ifit fit! i HAWING Pt!" PLAN Of cc: 10d NAY 51 ft.; c.,01.'“ flIMP 50W STRAP CS 16 C15 R A Ni s! ic/Sr 001 UMN C 0 NA '2, SI.W.ctiofil iVY S//IL BA/11 PEA' FLAN 57T: CrNer...MN PFR PIAN BRACE 0 WE BEAMS & STEEL COLUMNS VAN DEVANDER RESIDENCE LOT SD -11, ASPEN GLEN CARBONDALE, COLORADO LT) REVISION 1104 kc view Permit Set 04/7. a/2'40 FLOOR FRAMING SCHEMATIC Job No. 2009-323.001 Drawn by: JJB Dote: 4/15/09 QC: MOF PE: MDF S2 Job No. 2009-32300f Drown by: [OF 3 44 r S. r SCHMUESER I GORDON I MEYER ENGINEERS I SURVEYORS 1 .2 0 I,5 -21C 5-25 ii=d1111111=1111L EM5WEERED TRUSSES Ori-tERc.- 3 26 I 1 — 3 }6 ,1/6 3-26 i/ C3. VF.RFF.1.14F FRG WALL j_ LIITIS r -i .,,,, 7, - , lit RDSE EELM i 1 1 1 v.?? 1 if. /2 •:1' 24 "0 C 01..n.7 HALL -.. .5-26 A ,-,3.10/ .A/?LA ly:L 3 26 — 25 OG, 3 1111_11P- VERt PA MI GIRDER ref's.; tr 20 P.,IFTr gr 12 LC. .3-26 LOWER ROOF FRAMING SCHEMATIC SCHMUESER GORDON MEYER I I S W. 6TH STREET, SUITE 200 GLENWOOD SPRINGS, COLORADO S I 60 I (970) 945-1004 FAX (970) 945-5948 ASPEN, COLORADO (970) 925-6727 CRESTED BUTTE, CO (970) 349-5355 25[1 J_26 .5-26 5-26 •.;;; " Itt .5-26 RE --0 3-26 ENGINEERED F.RNSCELT I BY OTLIFFS (.21/FPFR.4 kir ciptifg TRUSS fly07/cc"- . 4-- 3-26 26 NO I r 10 CON I RAC 1 Ok/OWNE R: AC -1J- I IS -R4-1 !yr PURPOS:lc; ONL", ACTLIA_ l_c_)C.APnNS VAY VAR' TURRET ROOF FRAMING SCHEMATIC SCALE: VAN DEVANDER RESIDENCE LOT SD -11, ASPEN GLEN CARBONDALE, COLORADO _ 1 co - Cr, Cc 012E'T'FR41.f.1 I ... -26 Pt NUM - 0? REVISION FICA Re /:.F.4. DATE BY (%4/14/009 AdDr 6/2 VOy ML'! HEADER SC /-/ED(,,/ F /L415.1-? 3-26 3-28 .3 -2 10 LVL - 5 J_2xe .5-2.X I") j ijx75 ROOF FRAMING SCHEMATIC IP.4111.1717 A)': MA if: :Rik. • • - • c - Dote: 4/ 7 3/09 OCWI PE: AWE File: S3 02 Permit Set 03 Revised Building Layout F 2009 4:2Ipm Pro cV 0-1 rn a 0 rn 0 x der Reside a a ry PAD FOOTING SCHEDULE MK SIZE REINF ® 24" SO. x 8" #5 0 12" O.C. EACH WAY, CENTERED IN PAD ®B 30" SQ. x 10" 36" SQ. x 12" l MATERIALS LEGEND BBREVIAi/ONS A.B. AFF ARCH 8. B.O.F. BLDG BM BP BRC BW GI.P. CJ CLR CMU CONC CONT EA E.O. ES EXP EXT 1 CAST IN PLACE CONCRETE CONCRETE MASONRY UNIT FRAMING I EOGL STEEL DIMENSIONED 1 UMBER BLOCKING PLYWOOD NATIVL SOIL COMPACTED SOIL GRA /FI VOID FORM 0 (0) () Ft.. -..4'-0••—c a h --_4—_..J 22' 0" Z-4 -T.0.Fa1D0 =0' (7rF) U.N.a I -j 16' 5" 9' N}' 0 q" sr ear. PER DETAIL H/S2 STEP B.O.F. PER DETAIL H/52 10" I WALL FT. as imumgctEDOE-se'-73,4•enT lo' WALL BP PER _ DETAIL 0/s2 10' BALL T 1 1O - I NALl _«I / 5' '• 0" • • AT ANCHOR BOLT ABOVL FINISHED FLOOR ARCHITECT BOTTOM OF BOTTOM OF FOOTING //Ili DING BEAM BEAM POCKET BEARING BOTTOM 01 WALL CAST IN PLACE CONTROL JO/NT CLEAR CONCRETE MASONRY UNIT CONCRETE CONTINUOUS EXISTING EACH EDGE OF EACH SIDE EXPANSION EXTERIOR FD FLOOR DRAIN FDN / OUNDATION FF FINISHED FLOOR FRP FIBER REINFORCED PANEL FT FOOT FTC / 0071NG H.A.S. HEADED ANCHOR STUD HORIZ HORIZONTAL HT HEAVY TIMBER INT INTERIOR JT JOINT MANUF MANUFACTURER MAX MAXIMUM MIN MINIMUM O.A.E. OR APPROVED EQUAL 0.C. ON CENTER O.N. OVERHANG PLY PLYWOOD PT PRESSURE TREATED RE: RFFERL NC'I REINF REIN/ ORCE R.O. ROUGH OPENING SF SQUARE FEET SIM 50 SS 570 STL r. T&B T.O.F. TYP U.N.O. VERT V.I.F. SIMILAR SQUARE STAINLESS STEEL STANDARD STEEL TOF OF TOP AND BOTTOM TOP OF FOUNDATION TYPICAL UNLESS NOTED OTHERWISE VERTICAL VERIFY IN FIELD SCHMIJESER I GORDON MEYLR F N C I N E E R S I Y O R S 16" FTC. TYP.- / 9' 6" BP PER 7- DETAIL 0/52 1 10' WALL 16' 4i" 8P PER DETAIL D/52 ` --U ;T G I I S2) L_r.—J BP PER DETAIL D/52 to. AWING LEDGE=98'-7J/$" (7)P) 1 S2) i STEEL REAM PER r- 10' WILL 6' 61" BP PER J DETAIL D/52 I Oi ,•1 Q1 w'9 1 BP PER DETAIL D/52 H' S 10 - WALL 17' 44" J} `L ` , 16' 11" /-%QF.-10!0=0"1 (7YPJ u-N.D. LI S2 STEP B.O.F. PER DETAIL 14/52 1_10" WALL CRAWL SPACE PROVIDE 6 MIL. POLYETHELENE MOISTURE BARRIER AND CROSS VENTILATION PER LOCAL CODE 19' it ry 7' 111" Ler L' J 8P PER DETAIL o/S2 -+1 • T.O. FRAMING LEDGE 98.-7Y4" (fl) I 16' 1q'• SYMBOLS LEGEND HP PER DETAIL D/52 BP PER DETAIL 0/52 r 5TEP 8.O.F. PER CETAIL 14/52 BLOCK OUT FOR DOA? 16' ;r1" NOTE TO CONTRACTOR/OWNER: VERIFY ALL DIMLNS;ONS PRIOR 10 START OF CONSTRUCTION. THE ARCHITECTURAL PLANS PROVIDED WERE NOT DIMENS.ONED IN ALL I OCATIONS AND DISCREPANCIES MAY EXIST. REVISION MARK ELL VA TION MARK SECTION CUT LABEL ELEVATION VIEW LABEL GRID LINE SCHMUES` R CORDON MEYER 118 W. 6th Street, Suite 200 Glenwood Springs, Colorado 81601 (970) 945 1004 FAX (970) 945-5948 Aspen, Colorado (970) 925 6727 Crested Butte, CO (970) 349-5355 BEAM POCKET BEAM HANGING BEAM BEARING SEARING. JOIST OR RAFTER COLUMN ABOVE COLUMN 10P OF COLUMN WALL STEP FOOTING STEP PL YWOOD/SI AS STEP -21'-S$3" 110'-4}" 17' 10" BP PER DETAIL 0/52 Pot L 4" a - 1014 WALL 1 I- 1 • • MECHANICAL ROOM 1 TO. SLAB - 91' + 0 MEG'! ROOM 16" TG. hrP T.O.f.�100=0' (71P) U.N.O. GARAGE SLOPE TO DOOR I'.a SLAB=99� 8' 4" CONC. SLAB w/ 6x5 - WALL /.4x1.4 WWR OVER COMPACTED GRANULAR BASE (CONTROL JOINTS @ 10'-O" O.C. MAX) i BLOCK OUT FOR Doa& BLOCK our FOR 000R SLOPE TO DOOR l I 8' WALL L • 25' 1011" VAN DEVANDER RESIDENCE LOT SD -11, ASPEN GLEN CARBONDAL.E, COLORADO NU R REVISION 01 HOA Review FOUNDATION PLAN SCALE.: 4" = 1'-0" DATE BY 04/13/09 MDF 10/2/%09 /OF 11/24/09 MUf 5' 0 t 1 FOUNDATION PLAN Rob No. 2009—.32.31001 Drawn by: JJB Date: QC: AIDE File: 4/13/09 PE:: AIDE SI OF 4 r e CIS J REVISION HOA Review Permit Set Revised Building Layout 2009 4.24pm jbnulde ce'y001 Aspen GI ti deVonder R :9\2009-3 r GENERAL NOTES: 1. Design and construction shall be in accordance with the requirements of the international Residential Code, 2003 Edition (2003 iRc). loads used in design are as to/lows — Roof LL = 40 psf Roof DL = 15 psf Floor LL = 40 psi -Floor DL = 30 psf — Stone Veneer DL = 10 psf — Hearthstone = , 500 pounds max (40 psf) —Wind pressure based on 90 mph, 3 sec gust, Exposure C --Seismic Design Category B 2. The foundation design was prepared in accordance with the geotechnical report by CTI Thompson, Inc., dated October 29, 2008, project number G505290-120. Footings were designed for an allowable bearing pressure of 4000 psf and on equivalent fluid pressure of 50 pcf, Minimum footing widths = 16" for continuous footings. Footings shall bear on undisturbed native granular soils a minimum of 36" below adjacent finished grade. See soils report for structural till recommendations if clay soils are encountered in excavation. Subsurface drainage, excavation, backfilling, surface drainage, and compaction shall be done in accordance with the recommendations in the report. A representative of the soils engineer shall verify soil conditions and allowable soil bearing pressures at the time cf excavation. 3. We recommend foundation walls riot be backfilled for a minimum of eight days after placement of concrete. Prior to backfilling, we recommend donna—proofing for all foundation walls that retain earth and enclose interior spaces as required by local code. All floor systems should be in place before bockfilling against any foundation wall, or as on alternative adequately brace the foundation. Refer to soils report for recommendations regarding backfill. Backfill should be adequately compacted and graded to provide adequate drainage away from the foundation. Backfill adjacent to the foundation may settle over time. The backfill must be monitored and maintained to provide adequate drainage away from the foundation. 4. Concrete shall reach a minimum compressive strength of 3000 psi in 28 days. All exterior slabs and walls shall hove a minimum of 5% entrained air. Reinforcing shall be conformance with ASTM 4575, Grade 60. All reinforcing shall be secured in place prior to concrete placement. Horizontal reinforcing in walls and footings shall be made continuous around corners by "L" bars, or by shop bending. Lop splices shall be a minimum of .36 bar diameters. Reinforcement shall be made continuous through all wall construction joints and steps. All slobs—on--grade shall be provided with sawcut control joints 1" deep at 70 ft on center each woy; or placed with 1,5 lbs/cu. yd. Fibermesh in the It ,s the responsibility of the owner / contractor to coordinate all embeds, penetrations, openings and to verify all plan dimensions prior to forming and placing concrete. 5. All steel shall be ASTM A992. Grade 50 for W shapes, ASTM A36 for plates & bars, and ASTM A500, Grade B (fy=46 ksi) for hollow structural sections. Anchor bolts shall be ASTM A.50/ with /" minimum embed unless noted otherwise. Framing connections shall use ASTM A325N bolts unless noted otherwise. Beam to beam connections shall be fabricated in accordance with AISC Manual of Steel Construction Table IIA. Connections shall be designed to support the reaction as shown on the drawing, or the total uniform load capacity of the beam (A/5C Manual of Construction, Section 2), whichever rs greater. Far wood ledger plate connections to steel beams, beams shall he provided with 9/76" dia. holes staggered at 24" o.c. in the top flange, unless noted otherwise. All welds shall be mode by an AWS Certified welder with E7018 electrode in conformance with AWS D1 .1. 6. Wood framing shall be connected in accordance with INC unless noted otherwise. Materials shall be as follows: — Rafters, headers, joists, studs: Kiln—dried Hem Fir, /2 Grade or better Pressure Treated: P.T Herrn F,'r 2 Grade or better Lug beams: Spruce Pine Fir, /1 grade — Timber beams: Douglas Fir, 11 grade. (no knots in bottom 1/3) — Floor Joists: Noted as I✓l on plan are manufactured by Weyerhauser, or equal Provide all fasteners, blocking, bridging, etc., per manufacturer instructions. — Laminated Veneer Lumber: Noted as LVL on plan ore 1.9E manufactured by Weyerhauser, or equal. Headers shall be (3) 2x5 unless noted otherwise. Columns shall be (3) 2x6 unless noted otherwise- Column sizes are designated on plan at highest point and remain that size unless noted otherwise. Wood columns shall be extended to beams or foundations as shown on plan, or stud blocking the same size as the column installed tight in the joist space under the column. I/anger—type connections shall he mode with Simpson Strong—Te connectors and manufacturer --supplied fasteners or equal. Provide full depth blocking of al,' supports for joists and rafters. Provide Simpson H2.5 or H2.5A clips at a/l rafters at bearing locations. 7. Roof and floor sheathing shall be APA Rated for the roof and floor spans as indicated on the sheathing with CDX glue for exterior applications. Roofs shall be 5/8" 058 or plywood nailed with 8d O 6" on center at panel edges and over walls, and at 72" on center in the panel field. Floors shall be 3/4" 056 or plywood glued and nailed with 8d ® 6" on center at edges, and 12" on center in panel field. At o minimum sheath exterior walls with 1/2" 0511 nailed with 6d 4 6" ac. at panel edges and ed 0 12" o.c. in the panel field unless noted otherwise. Lxterior shear walls noted on the plan shall be sheathed with 7/2" 058 nailed with 8a 0 4- o.c. at panel edges and 8d O 12" a.c. in the pone/ field. This design is for gravity loads only, we assume the lateral system will be installed to per the !RC Refer to that document for specific shear wall construction requirements. 8. Roof trusses shall be designed, fabricated, and erected in accordance with ANSI/II-1 Notional Design Standard for Metal—Plate—Connected Wood Truss Construction. Trusses shall be designed for loads shown above. truss calculations and shop drawings shall bear the stamp of a Colorado Registered Engineer. Submit calculations and shop drawings to the Engineer for review and approval prior to fabrication. 9. Dimensions are to edge of framing or concrete, unless noted otherwise. All discrepancies shall be brought to the attention of the Engineer and Owner prior to construction. 10. it is the responsibility of the Contractor to coordinate construction with all equipment and utilities; and verify sizes and locations before construction. 11. STABILITY DURING ERECTION: Framing is• riot stable until all framing, connections, floors, and roofs hove been installed and connected in accordance with these plans and the 2003 IRC. it Is the responsibility of the contractor to provide temporary bracing to stabilize framing until the structure is complete. FLOOR FRAMING PER PLAN SCHIvlUESbR I GORDON I MLYCR ENCINJEFR SI SJRVEYORS 3" MIN BRC WF BM STEEL SHiMS AS REO D - FON WALL PER DETAIL A-" D 2x6 o 16" O.C. FRAME WALL PER IRC /5 CONT GROUT OR BLOCK BP SOLiD (1) /5 x 4'-O" CENTERED ON POCKET DROP TOP RE7NF. BELOW BP BEAM POCKET DETAIL \S 2 /' SCALE: N. T. S CONCRETE FOOTING PER PLAN — FOOTING SHALL BEAR ON NATIVE SOIL OR STRUCTURAL ALL PER SOILS ENGINEER VERTICAL REINFORCEMENT PER DETAILS FTG PER PLAN - G 2x6 ® 16" O.C. FRAME WALL PER iRC x 10"A.B.'s O'24O.0 w/ CONE P. T: 2x6 CONCRETE SLAB Q PER PLAN nr ;' EXP MA T'L REINFORCE PER DETAIL A/S2 WITH VERT s CENTERED iN WALL a cc UNDER DRAIN SYSTEM J/ PER SOILS ENGINEER W EQ PER PLAN --- EQ BEAR UPON UNDISTURBED NA 1TVE SOILS PER GEOTECH (C \ TYPICAL GARAGE FOUNDATION DETAIL 52 / SCALE: 3/4" = i' -O" STEEL COLUMN PER PLAN BASE PLATE PER COL. MFR. • SEE PLAN BASEMENT FOUNDATION DETAIL S2 ,J SCALE 3/4" = 1'-0" -. 3'-O" MAX 15 VERT B.O. W STEPS FOOTING STEP DETAIL EXTEND HORIZONTAL REINFORCEMENT 24» MiN EACH SIDE OF STEP HORIZONTAL REINFORCEMENT PER DETAILS — FTG PER PLAN S2 SCALE: NES, SCHMUESEP CO -CON VIEY`P 118 W. 6th Street, Suite 200 Glerwent Springs, Colorado 81601 ;(970) 945-1004 FAX (970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 W/ LUN t. Y. r. LXO ,L PROV70E FLASHING BETWEEN FRAMING AND SLAB CONCRETE SLAB PER ARCH PLAN 1 =4/4 (T)x4 (W) FRAMING LEDGE I -JOIST PER PLAN 5/8"x 10"A.B.'s 024"O.C. w/ CONT. P. T. 2x4 1L' REINFORCE PER DETAIL A/52 ata 1 UNDER DRAiN SYSTEM.,. PER SOILS ENGINEER -0-- PER PLAN -- BEAR UPON UNDISTURBED NATIVE SOILS PER GEO7ECH 2x5 ® 16" O.C. FRAME WALL PER /RC 5/get x 10"A.B..'s 024OC. w/ CONE. P.7: 2x6 f EO.F. RE PLAN B.O.F. BLOCK BETWEEN JOISTS 54"x 10"A.S.'s G24'0.C. �w/CONT. PT. 2x4 1L' (2)-15's CONE HORIZ ® TOP OF WALL /50 16' 0.0. HORZ. 3" CLR (2)-f5's CONE HORIZ IN FTC. UNDER DRAIN SYSTEM PER SOiLS ENGINEER NOTE' WHERE SLAB IS PRESENT NEAR T.D.F. PROVIDE FLASHING TO PROTECT FRAMING OR PROVIDE MIN 6' SEPERATION BETWEEN FINISHED GRADE AND TA.F., CRAWLSPACE FOUNDATION DETAIL SCALE.' 3/4" = 1'-0" 2x6 0 16" O.C. FRAME WALL PER IRC N %mei x 10' A.B. 's ® 24"0.C. w/ CONE P. T. 2x6 ? CONCRETE SLAB PER PLA W L. EXP MA T'L UNDER DRAIN SYSTEM PER SOILS ENGINEER Q PLAN PER_ JOIST PER PLAN - 9/z 7T)x4 (W) FRAMING LEDGE MECHANICAL ROOM REINFORCE PER DETAIL E/S2 i" EXP MAT'L (/////- - PER PLAN EQ 4' CONCRETE SLAB OVER WELL COMPACTED GRANULAR BASE N 1, BASEMENT FOUNDATION DETAIL BEAR UPON UNDISTURBED NATIVE SOiLS PER GEOTECH S2 % SCALE: 3/4' = 1e -0a VAN DEVANDER RESIDENCE LOT SD -11, ASPEN GLEN CARBONDALE, COLORADO NUM- BER 01 02 03 DATE 04/14/09 10/21/09 11/24/09 BY MDF MDF T.O. PLYWD RE: ARCH i -JOIST PER PLAN 6 (T)x4 (W) FRAMING LEDGE /5 DOWEL x 0 16" ac EO PLAN EQ -a PER PLAN �- o' -s" BEAR UPON UNDISTURBED NATIVE SOILS PER GEOTECH % CRAWLSPACE FOUNDATION DETAIL S2 SCALE: 34" = 1'-0" 2x6 ® I6" ac. FRAME WALL PER iRC 5//10 x 10" A.S. 's 0 24-0.0 w/ CONE P.T. 2x6 IL' (2)-#5's CONE. HORIZ --- 0 TOP OF WALL N a,I ,¢'5 0 16" O.C. HORZ 3" CLR (2)-#5's CONE. - HORIZ IN FTG. C UNDER DRAIN SYSTEM PER SOILS ENGINEER BLOCK BETWEEN JOISTS 5/a" x 10a A.B. 's 0 24' O.C. w/ CONT. P. E. 2x4 f I -JOIST PER PLAN 6 (T)x4 (W) FRAMING LEDGE / #5 VERTICAL FULL HEIGHT ® 16" / O.C. TO MATCH DOWELS BELOW EQ PER EQNATIVE SOiLS PER GEOTECH -' /5 DOWEL x 016"OC. BEAR UPON UNDISTURBED PLAN PER PLAN -4- E ECRAWLSPACE FOUNDATION DETAIL S2 / SCALE' 3/4" = 1'-O" FO UNDA TION DETAILS Job Na. 2009-323.001 Drown by: JJB Dote: 4/13/09 QC: MDF PE: MDF S2 of 4 COPYRIGHT 2009 SGM, INC. SCHMUES=f? GORDON 6 ENCIMEERSI s U R 0 MEYER EYORS BP v O 0 'N COLUMN AHOVI BP -- --- BP SCHMUESE R COPDON VE ER 118 W. 6th Street, Suite 200 Glenwood Springs, Colorado 81601 (970) 945-1004 FAX (970) 945-5948 Aspen, Colorado (970) 925-6727 Crested Butte, CO (970) 349-5355 (J)13,5'T4" LVL UNDER BRG. BP s — WAII (Fl USH) 0 cc P. (3) Pi ';' 14 " LVL UNDER BRC. T&C PLYMVoD T.O. PLY 100'-o" WALL (FL USH) (2)1 ';r 14 "' LVL UNDER COI.. (FLUSH) ^1__ COL UMN -COLUMN ABOVE ABOVE ► (421,3 "'x 7 4 " L kL UNDER Cnl . (F1 USNJ �-� aw 0 N BP W 1Ox22 (2 SPAN CONT ) W V Et -V Q Q W3_ Cv ke c -A 0k _.)-X Ri QVC N ti0 A. � At COLUMN ABOVE NO -E TO CONTRAC`OR/OWNLR: JOIST LAYOUT IS FOR ILLJSTRATIVE PURPOSES ONLY, ACTUAL JO ST i ()CATIONS MAY VARY. FLOOR FRAMING SCHEMATIC SCALE: ►4" = 1'—o" 3'0 STEEL COL_ TYP. `(CAP.=,36kips) COLUMN ABOVE (3)1inx14n LVL UNDER BRG. WALL(FLUSH) 6 1 r 6 1 J W 1116in (BP 4 BP CU PROVIDE BLOCKING BETWEEN JOISTS 6 10d NAILS MINIMUM FLOOR FRAM/NG PER PLAN CLUE & 6•-• 10d NAILS TO JO/ST SIMPSON STRAP .C.516 2x6 KICKER AT NEAREST JOIST TO COLUMN 6 10d NAILS MINIMUM WF STEEL BEAM PER PLAN .SlLLL COLUMN PER PLAN SPACE 0 WE SEAMS & STEEL COLUMNS VAN DEVANDER RESIDENCE LOT SD -11, ASPEN GLEN CARBONDALE, COLORADO NUM— BER REVISION 01 HCA .Review 02 03 DATE 04/15/09 Permit Set 10/21449 Revised Building Layout 11/24/09 I I 2x3 NF/2 0 6" O.C. __i - Tic PLYWOOD T.D. PLY 89'-O' BY MDF MDF MO! FLOOR FRAMING SCHEMATIC Job No. 2009-323.007 Drawn by: JIB Date: 4/13/09 QC: MOP File: PE: MOF S3 OF 4 COPYR Gt+T 2O'9 SGM, Tue. 24 No, 2009 4:23pm jbo✓lden 24 Nov 2009 4:21pm Plolle 3 26 3- 26 3-25 3-26 7 i-% Toil 210 210 J-26; ,11-26 j .3- BRC WALL 11'/g' TJ/ 21 ® 16"ac !l 0 ✓ERFRAMF BRO. WALL ADC( L NCINEERED TRUSSES LNG/N/ E RED TRUSS/ 1 V/ ' IJ7 210 61 6" G.C. BY OTHERS 'FAQ -26 3-26 GIRDER TRUSS BY OTHERS 3 121G ; 3-27O I f 1 i i r i (2)1"x Lia (3)2x5 COLUMN ) ABOVE HEADER - 10 SCHMUESFR GORDON ENGINEERS! SUIV V= YER c Y o R S (3)2x6 COLUMN AL? VE SEAM 6 rOD C 3-26 1 1(' T ✓! 210 NOTE TO CONTRACTOR/OWNER' TRUSS/JOIST I AYOUT IS FOR II LUSTRATIVE PURPOSES ONLY, ACTUAL LOCATIONS MAY VARY. 3 26 3-26 LOWER ROOF FRAMING SCHEMATIC SCALE. is = 1 -0" ;SCHMUESER GO-RDON MEYE� 118 W. 6th Street, Suite 200 C enwood Springs, Co orado 81601 (970) 945-1004 FAX (970) 945 5948 Aspen, Colorado (970) 925-6727 'Crested Butte, CO (970) 349-5355 TURRET ROOF FRAMING SCHEMATIC SCALE is = 1'-0" VAN DEVANDER RESIDENCE LOT SD -11, ASPEN GLEN CARBONDALE, COLORADO 3 .26 3-26 5 CY HEADER 3-26 3-28 3-210 I ILAI)f R SCHL MAL SIZE ,MATERIAL TRIMMER STUDS 3-2X6 3 2X8 HF 3-2X10 HE //2 NU R 07 HOA Review 02 Permit Set 03 Revised Budding Layout DATE BY 4/14/09 MDF 11/21/09 MDF 11/24/09 MDF ROOF FRAMING SCHEMATIC (1) 2x6 (2) 2x6 (1) 2x5 (2) 2)(6 (2) 2x6 (3) 2x5 Job No. 2009-323.001 PE: MDF S4 OF 4 444 43/ *43 2 4�/ Iii &Tt e. I u 47' / 1(04,4 / 1 .,, Z50' 1 . Drainage, irrigation & HOA Access Easement N . . 7.50' • a, e No. Cbje • .ef, 'toe, at, ite 22, 988 Sq. Ft. 71- ~•`\ �` . • -55% `--.. -1/2„5 to oe "Ld. ••••.. �\¢,+ \oaf' •,. re- s`, 966, .` . �� ,� �` ., lazy �.y��\ osrjgea& •-...... ` --�. ,� r 4.a& 1/2) ``so... '----- 1%.. --- 06 . 5 5 42 10.13' .J 7.50' tit Co Z50' • Bvrzers. • ` Cjpe ":"S••••__ Ne ackvf "i7' �, I/ /// /// 6 Sewer c) / I/ /I/ at~o� 9°� ��t /// pteV' Site Plan _toe spit, Aspen Glen Subdivision Filing No. 1 According to the final plat thereof,recorded as Reception No. 628849 County of Gar„ iel4 State of Colorado `•••• \ .` 0 01, \6' SJJto \ 24.47' \\e" N. 7.50' \ er%\e7'. SA IV P \\ O�das cssi N // St 38' 11.50' / ,e Curb Stop GS 2 I /,/ —S— Ie. - apee � --- cot.13 " egi ea9eR' / %- 5Q ��dt► o P e`'s des // q1. t Cit Cable Electric Riser to GRAPHIC SCALE D 6 10 20 40 ( IN Bunn ) 1 Inch a 18 ft — a indicates found monument as described — Bearings are based upon a y5 rebar with a yellow plastic cop LS1/115710 found at a northerly angle point and the northeasterly caner of Lot SD13 using a bearing of 58139'45"W between the two described monuments. - This surrey does not represent a title search by this surveyor to determine ownership or to discover easements or other encumbrances of record. All information pariah -41g to ownership, easements or other encumbrances of record has been taken from a title insurance commitment issued by Land 17t/e Guarantee Comppanyy. dated June 08, 2007 as Order No. 6863001266. -- This property is subject to easements, rights of way and/ or requirements as noted or shown on the Final Plot of Aspen Glen Subdivision, Filing 4. Stirve$3rs Certificate: 1, Jeffrey Allen Tuttle, do hereby certify that / am a Professional Land Surveyor licensed under the law of the State of Colorado, that this site plan Is true and correct, that this site plan was mode by me from an accurate survey of sold property by me, and under my supervision and correctly than the location and dimensions of the boundary, eazse,e4frOseria the proposed building. • di Tuttle- _ a (33639 Date 1 No Accorn'ing to Colorado lam you must commence any legal action basad upon any deject in this survey within three years after you first discover such deject. In no event may any legal action based upon any defect to this survey be commenced more than len years from Me date of the certification shown r 7117711' SURVEYINC SERVICES 727 Blake Avenue Glenwood Springs, Colorado 87607 (970) 928-9708 (FAX 947-9007) L jeff@tss—us.com ire4r6 Site Plan TUTTLE SURVEYING SERVICES Lot SI) 99, Aspen Glen Subdivision Filing 4 Carbondale, Colorado Crown by: SJ Date: 71/1 1/09 S to • .4 e.4111 ,(7‘''' .11 14 SO IL 861 Scr Pre tasi no HEIGHT CALCULATION EXISTING GRADE = 951.75 ADDFiESS at -10 Elecitric Riser z znec 51, edest REFERENCE ELEVATION TOP OF SPIKE s• ELEV 94M1 PER SURVEYOR 1 SITE PLAN VAN DEVANDER ASPEN GLEN #1 FILING 4, LOT SD -1 I T.13. D. SUNDANCE TRAIL ASPEN GLEN SUBDIVISION GARFIELD COUNTY COLORADO C110 DON VAN DEVANDER POST Orrior BoX 2447 GLENWOOD SPRINGS COLORADO EI I 602 970 963 9094 LAKESIDE PROJECT NUMBER 0802 ISSUE UATES / REVISION'S 6/05005 OWNER REVIEW 710208 OWNER REVIEW 9110/08 PRELIMINARY FOR HOA REVIEW 9/04/09 H DA PRELIMINARY REVIEW 10/15/09 I -10A REVISIONS 11/02/09 HOA REVIEW - NEW DESIGN 11/04109 OWNER REVISIONS DATE: SCALE: DRAWN BY: 7 JUL 2008 WCL DRAWING TER E SITE FLAN SHEET NUMBER A 0.1 Ib' -II lit' 1 : I 4 IS -11 VZ' 110.-4 1/2. __i..A it i j=1 -'• Jf ? ? r [i[ �t• ) • if /IL r (_ j<c,f I `- .1 1E�n 3 evir / 11 i� �l 21 y --. IL ./A.;-.. 11 I `t .I 'ttom _Ji JI J` II ;• -""jt. �� •) ' 1L " \a I 6 [, }f, L' Ji. /, J1 az' :SLI (/f.=_.` /�f�=� I 1. t - it_ Lo i t I (K) b' -II V2 5,-0' O 99'-1 r• �f-`•.:.... 11 1- l IIl 4'' 1i I lIC7 is ' •I / / ORE TROD BEDROOM B2 • Diet' 4 LII • Ill-- _._ e -r DRESSING / CLOSET • • MASTER BATH / / HALL • tO.P-0- LYWD 11%Y i). 11 • 1 t { 10 Jt MASTER REDROIM STUDY I TV \ . ,. �I ... `�L ``ff .fie.. til � ,` . 1 OYER ._ . _.. .. _ _)__t_�1� l `.,. ��1.1(s..(111 /%' ]�� I 1 { Ij EFlTRY BPATfO, ::---i� `I .i, 1 {`•s '- ..�. ( ' Ji j- Icy >f jl �(- ;L I ,,-..i':>.-� ,. it1. , OtE.-:.: .' � r-:__ y � � y- i, ..;, € j f \ I �r I,,, L-.1::: 1.�i` %' ��- II i Z1- ' is Y-- Af ,L -.:1�; ,.....• --)r- %a. 1. j1 ..._:! G----'--J[l ..5--5"---- KI SPA TUB ti ;0 1 1 b Is a • 8431 R, NALL r 1 PLANTER FLOOR AREAS: HOUSE 3,988.4 SF GARAGES 841.7 SF TOTAL 4,830.1 SF 1 FLOOR PLAN A 1.1 SCALE: 3/18" = 1'-0- 2.51-I0 1121 _i WC UNITS A t VAN DEVANDER ASPEN GLEN #1 FILING 4, LOT SD -11 T.B.D. SUNDANCE TRAIL ASPEN GLEN SUBDIVISION GARFIELD COUNTY COLORADO C/O DON VAN 13EVANDER POST OFFICE SOX 2447 GLENWOOD SPRINGS COLORADO 61602, 970 963 9094 LAKESIDE PROJECT NUMBER 0802 ISSUE DAZES / REVISIONS 6106/08 OWNER REVIEW 7102108 OWNER REVIEW 9/01/08 OWNER REVIEW 9108/08 PRELIMINARY FOR HOA REVIEW 3111109 REVISED POWDER ROOM. ADDED WET BAR 0/04/09 HOA PRELIMINARY REVIEW 10/1649 HOA REVISIONS 11/02A1S HOA REVIEW • NEW DESIGN 11104/00 OWNER REVISIONS DATE: SCALE: DRAWN BY; 15 MAY 2008 3r18" = WCL DRAWING TITLE FLOOR FLAN SHEET NUMBER A 1.1 (7 (F) ("(-,3) (13 (t ) r I f - j _j r L_i_ 1 f1 r i 1 J - -J L --- 4 -7 H - 1! 1 I 4j { J= J 1 [I7 / / • '6 id 6:12 ;Y I...L � -r-- i L 8:12 Its 7 / /▪ , I II v. /, II 1 !I \ \ If 1-1 • \ \ \ \ \ \• 1 � / 1 f I f1 8:12 8:12 1 u .. 13 •Ii 8:12 I I I 11 I 8:12 t7- 1 7 { 1 ROOF P,_.AN A SCALE: 3118" 1'-0' 1 8:12 8:12 11 ui 71 r II { 1f I Er r - L [n 8:12 3 r J l \ r t - L 812 tT I 1 J (4) VAN DEVANDER ASPEN GLEN #1 FILING 4, LOT SD -1 1 T.B.D. SUNDANCE TRAIL ASPEN GLEN SUBDIVISION GARFIELD COUNTY COLORADO C/o DON VAN DEVANDER PosT OFFICE Box 2447 GLENWOOD SPRINGS COLORADO 81602 970 963 9094 LAKESIDE PROJECT NUMBER 0802 ISSUE [DAFE-S i REVISINS 6106108 OWNER REVIEW 7/02108 GINNER REVIEW W01/08 OWNER REV/EW 2/88/88 PRELIMINARY FOR NDA REVIEW 9104109 HOA PRELIMINARY REVIEW 10/18104 HOA REVISIONS 11/02100 HOA REVIEW - NEW DESIGN 11/04089 OWNER REVISIONS DA €t-: 5. SEP 2008 SCALE: 3/16".= 1'-0" DRAWN FiY: WCL DRAWING TITLE ROOF FLAN SI WET NUMBER A 1.2 T. OF PLATE 114'-0' _. T._ OF PLATE ItT-4- ., T. OF PLATE 1191-04 RUSTED CORRUGATED STEEL ROOFING -r 7 nt- -31 I'r 4 T 1 -Ts f .J -1 I jl��] I Ij�n i VIII II1 II11.1 [t' 1 1 I I lap 2W' I,l I I IIIA f 1 1 E 11 II I Ir 11 ; I (� I.I U. C-� \ } —11 it - eI _1 r':1.._1:..771 ,gym, 72 i_ L -h 11 w= r - ..---_-_- EXISTING GRADE FOR HEIGHT CA FULATION 1 — 951.75 N 409E STONE ''ENEER REQUIRED THIS ELEVATION 'ULJI I lI? 1 — � 7 -L 111!1111 rI NISMIR✓ S)��AI q��pppi �kp �I�II �Ir B�IIA r" IIiII lI l� i� r I pI 11.1 1II1111IlIlIfl l�[II 11 I� I IJ�I 9,111 I IOW I I __ 111111111 I LLII fr • RUSTED STEEL FLUE CAPS (TYP) 12 Y 11 MID -POINT OF ROOF 123'-10 7/B- (SITE ELEV. 978'-10 7!8'] T. OF PLATE 113-0- T. OF PLATE 112'-0" F. OF PLATE 110'-0" T.OF PLATE 109'-0' T. OF PLYWOOD [MAIN LEVEL] 100'-0" [SITE ELEV 952.75] T_OF SLAB [GARAGE] 99'-0" [SITE ELEV 951.75] 1 EAST (FRONT) ELEVATION A 2.1 SCALE: 1/4"r- 1-0. 20% STONE VENEER REQUIRED THIS ELEVATION . / 3" STONE SILLS 12 STONE VENEER 1yp TYPICAL EXTERIOR MATERIALS: CORRUGATED METAL ROOFING (4:12) COMPOSITION SHINGLE ROOFING (8:12) TIMBER HEADERS CLAD WOOD JELD— WEN WINDOWS DARK BROWN EXTERIOR COLOR • WOOD SILLS WOOD SIDING T. OF PLATE 116'-9- ,y T. OF PLATE i�— T44'A" T. OF PLATE 1124' �j—�(•-- T. OF PLATE IF I.. ]T=Jr ..: 110'70' n. , I;- -i STONE VENEER s._.7:07 ' T. OF PLYWOOD (MAIN LEVEL.] 100'-0* 2 WEST (REAR) ELEVATION A 2,1 SCALE: 1/4" = l' -O" VAN DEVANDER ASPEN GLEN #1 FILING 4, LOT SD -I I T.H.D. SUNDANCE TRAIL ASPEN GLEN SUBDIVISION GARFIELD COUNTY COLORADO C/O DON VAN DEVANDER POST OFFICE Box 2447 GLENWOOD SPRINGS COLORADO 81602 970 963 9094 LAKESIDE PROJECT NUMBER 0802 ISSUE DATES / REVISIONS 6108/08 OWNER REVIEW 7102/00 OWNER REVIEW 970t/OB OWNER REVIEW 9708106 PRELIMINARY FOR NDA REVIEW 9/04/09 HOA PRELIMINARY REVIEW 10/15/09 HOA REVISIONS 11/02/09 HOA REVIEW • NEW DESIGN 11104109 OWNER REVISIONS DATE: SCALE: DRAWN BY: 11 AUG 2008 3/16" =1'-0" WCL DRAWING TITLE BUIL22ING ELEVATIONS SHEET NUMBER A 2.1 rl . I t i I-f-1I'Tii.T ii f IIt14i cif. 1r�fll Jt ill l IT i Ill Til {t. i 7 .I !IfJ '11I1t1111�1III,4�.�141JiIl.1l y!F!t1: 1.Ili�.Sl i_lill�il111+111 I1J�Ifll1l. 1141.11 trilit�l lllI rtlll +i.).tIii�f. it 1 I F If II. �.i(( I! 1.{{4 1(11 - ?.11117./1.11‘.1 ]i I .i�`f IUI 1.I 1f111l �i �llll ]il� ! 1 ! �, 3ii!{1111 fl i. iJlj.fl;; J lls+llTr41_1,1.1Tf I}I I )ff�iilll IjIfl lett( Fl lil I'll l.Tl, � lltl�jl 1J1 i,, tllilll�� 41 ti1�.110.11 l�i/Il Illi citify' 11JJ,1 11 lI F 4Liti l - J11-.� 1'i 1h ,s i. �. ltl l �I Ii 'till. H. Iii GIC!f`c111'I :h El d r.l111•1b-t; a it hal_ IL, T. rr CP: D D O D 79-111 riff 14>frfs 20% STONE VENEER REQUIRED THIS ELEVATION F T r • It 11111111,{{aii I�II yi F/'tat t° I>' ll fitiF 1111 tA1� 1!?1li�J�lyl H i 11�1(lil ■ ■ o<n a1■rr t■ r1 LH 11 II rmff 1}IPvr. ; I�IlJt gar ti r !Mr {{,Ia fllri 11 II3t1•III11f I 11 jiI�III 1 1ftI4ISL*w' 11 t Ill� I p14� , II �'i II 11I1u1 lag1,11 Irl��' Il i' WINIVi . II11nt flra»ei�hl'ilat ChM Io I IA 11 6■0etit itl Wf� lll `� 1 1 I � 111 Ili]► llfi I I 4r IP iM' r 1 111 1 1 I Si 111 ��j] IS . it 'i h Iii i 1111 1 ln�'II�I/I ow 1 1 twit 1 11 110 IIi. damp,�t rJi�l!I 11{{lii, i "I' I 1111Ii1llt i_.,CuJOli, aim" IIUi IIII1IIiIItI f■li[Yf�l'l I)flU 1 Una 11! 11! ` �i IMMIX S� ''jy� IL 1 lit * ?�i�((i((11 r1 RI�' 1 � Iiil! 1 r lAI11il ,i,p1 I 011li 011r llJ! ill 1 11 i 11 11111 l�!111 11� 11�1��'1 1i111111 XXII�i l li I11 Li E.:1 [ 1 Li fi 20% STONE VENEER REQUIRED THIS ELEVATION r T. OF PLATE 112'4" A T. OF PLATE i 110'-0• TAF PLATE 109'-0• T. OF PLYWOOD ]MAIN LEVEL] ---10-0 0'"- .�._ _ LT.OF SLAB [GARAGE] 99'-0• 1 SOUTH ELEVATION A 2.2 SCALE: 1/4" = 1'-0• T. OF PLATE 127.2 314' �~~ T. OP PLATE I 12 -Cf T. OF PLATE -- - 1,O'-0• - 4--1T.OF PLATE .` T. OF PLYWOOD (MAIN LEVEL] _. 1011.0' - - — 1 T.OF SLAB (GARAGE] 99'4' 2 NORTH ELEVATION A AN w •n.: - VAN DEVANDER ASPEN. GLEN #1 FILING 4, LOT SD -1 1 T.B.D. SLINDANCE TRAIL ASPEN/ GLEN SUBDIVISION GARFIELD COUNTY COLORADO C/O DON VAN DEVANDER POST OFFICE Box 2447 GLENWOOD SPRINGS COLORADO 81602 970 963 9094 LAKESIDE PROJECT NUMBER 0802 ISSUE DATES / REVISIONS WOWS OWNER REVIEW 7f82/OB OWNER REVIEW 9/01/08 OWNER REVIEW 9/09/08 PRELIMINARY FOR ,MOA REVIEW 9/84X09 ROA PRELIMINARY REVIEW 70/1818G HOA REVISIONS 11102/09 HDA REVIEW - NEW DESIGN 11)04/09 OWNER REVISIONS DATE: SCALE: DRAWN BY: 11 AUG 2008 3/16" = 1'-0" WCL DRAWING TITLE BUILDING ELEVATIONS SHEET NUMBER A 2.2