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F---- - —I 1 DESIGN ARCIITECT � T _ o CCI _ I _ ---- - f--------- -- ;' —- --- Denver, Colorado _E_I I - I.._................I _ -E __ / I \ ARCHITECT OF RECORD N GLOVER SMITH BODE,INC BEE.6 OKLAHOMA CITY,OKLAHOMA HN --I - c" r E = - _ CIVIL ENGINEER I ALPINE ENGINEERING INC VAIL,COLORADO BLL.B - -N — /' //i �- ——— — — I I Q ap LANDSCAPE ARCHITECT --- - , - _ _ 1 I 1 I I a 01 BLL.8 S E GROUP BURLINGTON,VERMONT - Q l I I I I I E I E ] 1 E I I I I I I I BPP.9 STRUCTURAL ENGINEER - - // ' — FkFE` I — _- -- -- QQ HAYNES WHALEY ASSOCIATES, INC HOUSTON,TEXAS - / l I E l E I I I E I I - . - MECHANICAL ELECTRICAL BRR.7 PLUMBING ENGINEEK N ------. _ . ABS CONSULTANTS INC � DENVER,COLORADO — INTERIOR DESIGN_ WILSON&ASSOCIATES `L Z DALLAS,Tx LINE OF 1st LEV�L BLDG. E E I 13 � ____ _�_ _ I...._.............................. _-- E ----- — --I----------�- — E I I I I LIFE SAFETY FOOTPRINT, ABQVE � BCER ARVADAI C COLORADO ;n 1 I PROJECT NUMBER 2094100 =4 _.... _ _ _ ._.... _ _ -- ---� 1 E I E I I I I 1 1 I I I BAAA.2 ISSUE REVISION DATE - r .^N 1 u' - __ -� " E --- N r p-- --- LINE OF GARDEq LEVEL - r I BUILDING FOOTf DRINT 1 , l BNNN.4 - _____.__._ - ---- _ \ — _ ,- - E -r- I I I I I _L_---- N o � BQQQ.4 � � f r � I I-"-� � � I --- - --- _N 1 E i -- - — / — - - — -- t - - - - - -- — - - — ___ - �J- - - - - �'- - - — _L =L LINE PROPERLY I \1b _ --_ 017 REV #7 10/19/07 I II f f I I f I I I I I I I II t l I I I I I I ! I I I I I 1 I I f 11 I I II I E 2'-11 12' l2" N P-4V2' 3'_5' 3 -Sy' 1_1�/1 31_ 61 q' 2'-q' 2'-4 3 -3' 2/V2' 3' 10' 2'-7 '-Oy' 3 -OY2' '-)2' r > ' DRAWING LEGEND: TL 12'-1' 14'-q' 10'-3' 14'-�' q'-iV2' '-0' 12'-3' 12'-10�' 8'-i" 4'-4'S'-I' 8'-II' 6'-5Y2' lO'-11' '-IOy 22'-0' 8'-3' il'-8' -�2 7'-2' 6'-6' 6'-3' 8'-�' 11'-8y' 2l'-8' 13'-11�' 13'-5%' 10'-6%' 13'- 8'-11�' 4'-2'6'-10'4'-q' 23'- 18'-3' q'- '-q' 10'-qV' 4'_6' I 1 I I ' l EXTENT OF 1st LEVEL' 12014/2' I 124' 4y' 1 2 25'-�' 0'-8 ' 3 '- 23'-81 3gl_ 1 27'-2' 20'-2' 22'-l'Y 21'-4'I , 1 1 ' 1 I I l I BUILDING FOOTPRINT 5q'-q5'-1 I I 1 r— —————- 1 1 I I 1 I 1 I 1 I 1 1 I FRO ECT I - EXTENT OF GARDEN LEVEL of I L— —————J WILDING 00 PR N 4 1 I 1.1 1.2 1.1 3 1.I 4 �2 1 I I I I �I I 1 I I' I I I I I bq l0 ll �-------- ' GRIDLINE - RESIDENCE LEVELS PROJECT KEYPLAN 4 15 18 lq 20 21 1 3 l.8 1 28 61.q 62 GRIDLINE - GARAGE LE LS m cD It) 00 Cb f` 00 00 00 U7 M d: IA N c0 1 -I M ^ a0 O CV n M t17 I� of O I a0 n CV M M GRID GEOMETRY PLAN - 'TIE-DOWN' GRI LINE 0 GARDEN LEVEL i C) N GA NOTE 1 RD EN L E VE L Gf' 1 GE OME TRY FL AN STRUCTURAL GRIDS 1DENTIFIED O.O. SCALE: 1/1r"=1'-O" AS BOLD ARE 'TIE-DOWN' 26 M _ . A0 . 0 . 3 oG \ ONT INUOUS TNROUGNOUT CD1 BUILDING YERTIG�4LL1'. wilt 0oiorado FEb v w rn 00 oo un cc OR N N N � r � � 'n ; t0 ' m m m m m m m m C44 ,� 51 55 I I �/ ' I IQI 1.2 1.3 1.4 2 5 6 1 8 q 11 12 13 16 11 20 21 23 24 25 I 26 27 I 28 29 I 32 34 35 36 39 41 42 43 46 41 � 48 I 4q 50 I 52 53 54 , 56 5q 61 62 63 b8 12 - 1 I I I I I 1 I 1 I I I 1 11 I j I I I I I III I I I I I I 10/19/01 I I 5 -I1' 168-8' °I i I 3 '-ID y' 13'-5 ' 11 I I I I 25'I I I 12'-6y' I 2-5-4/12-1 I I 15 -6/ 10 -1 ( 3q -10 I' I 1 i I 22'-10 ' I 301_ ,I y 25'-O" 31'-6' �2 26'-5` Iq'-q' I I 2 ' 20'-8' 12' ! 12'-q' ! 11%' I 251-6' 2� i I ,23'-I" 14'-8' 15'-OI" i I 26'-11' I q'-8' ' I 1 1 I I I I I I I I I " ' 1 1 1 ( I � I � ,� 1 � 2 I I ! 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I I � _.- ..... _..... f I � -� `� 'i' _ ALPINE ENGINEERING,I -- -I ---- - — -- - VAIL,COLORADO - 1' _ ....... I - - _ - __ 1.1 mcA r� -� LANDSCAPE ARCHITECT I i I I I I € - o m � n BLL.B S E GROUP BURLINGTON,VERMONT STRUCTURAL ENGINEER QQ HAYNES WHALEY ASSOCIATES I € I I O `Q _� INC 9 ' I I I - I - - .................. - J I - _ € _ I �, c" —- --- RR HOUSTON,TEXAS ----- -- - ( , ,,. ...,,,i I I , I i ..,.... ............................. .. - � ._-_._ --- ...... Imo.....,._.. ._._- � I �-..-.-....-....-....-.... ....... -........ ....... �...-- .... �......... ....... �....-...... �..._ ._...., � - .... ......... I +- € I \ MECHANICAL ELECTRICAL PLUMBING ENGINEER ABS CONSULTANTS INC DENVER,COLORADO € - -- - -- -- -- BTT.7 - - --- - IN`T'ERIOR DESIGN WILSON&ASSOCIATES LINE OF 1 t E L - - -N -- �J DALLAS,TX ,F I 1 I I I I I I f 1 �� I I I I € }- I -ice - LIFE SAFETY f 1 I BUII_DINCx F OTPRINT € A- r I I I I € cv BCER ENGINEERING INC I € f ARVADA,COLORADO _. 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PROJECT KEYPLAN GRIDLINE - RESIDENCE LEVELS 1 1.1 1.2 1.3 1.4 2 3 5 6 8 q 10 14 15 18 11 20 21 22 23 25 I 21 21.8 28 I 31 I 38 41 42 42.5 � 48 14q 50 51 52 2. 53 54 55 51 61 61.5 b1.q 62 65 1 66 61 bq 10 11 I I I a GRIDL INE - GARAGE LE LS oo ao 0o In 1•) It) N cc t N N N M m m ° ° GRID GEOMETRY PLAN m m m m m m m m m m m 'TIE-DOWN' GRIDLINE o FIRST LEVEL 0 N rl ,%� FIRST LEVEL GRID GEOMETRY FLAN NOTE: 0.O• SCALE.- IiI�°=1'-0° 1 STRUCTURAL CxRIDS IDENTIFIED LE AS SOLD ARE TIE DOWN AO * 0 * 4 o€( CONTINUOUS THROUGHOUT - Q CD BUILDING VERTICALL. r. FEB 2 6 2008 SNFEbU Colorado 51 1 11 1.2 1.3 1.4 2 5 6 1 8 q 11 12 13 16 it 20 21 23 24 25 26 21 28 29 32 35 36 I 39 41 42 43 46 4l 48 49 50 , 52 53 54 , 56 58 59 60 61 62 63 64 68 l2 - I 10/1/]/O 1 y 84'-i , 1 ' 5q -I1 I 1 1 168'-8' 1 1 1 1 1 I I I 3q -IOy - 39'-10Y2'.._`... 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OWNER/DEVELOPER IL VAIL RESORT' S DEVELOPMENT �0-- COMPANY AVON,COLORADO DESIGN ARCHITECT T V y Denver, Colorado V.1 N 0 N -1 1'____ ._._—__-I1 I I I--_i I I I II I I!1�._-__-_—__-_—�-___ -_- --�--_x.-.�.,,>•_-0_9_,WI II I i.I ..�,1 I I I I.,—r 1 I�44 Lr_\r I►--_--_��?-I_'y,i I I I/-`+i�II iI'I 1II'I I,,''I II r�I I�1 I I I J, ,I ti=i I/,/�-�-V'-'ma/y/-,,_fi/n.°_.i I 1 I 1 I I I I I f `4_` 5q'-11_` 1 I 1 I 1 I I I I I I 1 I 1€� ��I I I I i I i I I 1 I I 1 I I I I I f I''jI I— ��_'L-I{I I I I_ ------------•---I 1 I I I I I1 I rI - I 1 I I i I I I 4 i I Y 8\- s-.-------_-�--- I I I 1 I I I I I I I I I I � ----_B-----_U----_- - -P RI�NEisF�'ET P s J E B EE E. 8 0A1TiRJ7 P O-URC 5 T }Hi R EITV E C#T 7 O F R E C1O0 / R1D GLOVER SMITH BODE,IN 9 /C O FF OKLAHOMA CITY,OKLAHO M 0 7 A GG r \ CIVIL ENGINEER ALPINE ENGINEERING,INC VAIL,COLORADO M LANDSCAPE ARCHITECT S E GROUP BURLINGTON,VERMONT -- - = STRUCTURAL ENGINEER I-IAYNES WHALEY ASSOCIATES , INC I HOUSTON,TEXAS t r MECIANICAL ELECTRICAL � PLUMBING ENGINEER ABS CONSULTANTS INC DENVER,COLORADO INTERIOR DESIGN N z I t WILSON&ASSOCIATES— EXTENT OF 2nd LE L`N I ! DALLAS, TX \ L BUILDING FOOTPRINT LIFE SAFETY EEV ARVADA,COLORADO- BCER ENGINEERING INC LINE OF 2nd L BALCONIES, TYP. ; r PROJECT NUMBER 20941 00 - ISSUE REVISION DATE Q - %S4 l I _ I W.P. bLINE OF GARAGE LEI LEVEL, BELOW y z s- An lip ------- ------- l ------- I PROP=R1 Y LINE �--- -- 53 aRl q"1'- 3 Sy' ,_�' 2'-11 3'-O�' 2 -10' '-2' 2'-�1 DRAWING LEGEND 3 2 25 '-1 ' 61 12'-IO ' � 4'-b''-0' 12'-3 12'-1' 14'-9" 10'-3' 24'-1' 6 % ' - ' 21-V2 Y 28 I y' 41'_9' 30.-V2. -1�, 2 21'-4' l -5' EXTENT of 2nd LEVEL 53' l LINE of 2nd LEVEL BALCONIES °';o L--------------I PROJECT KEYPAN EXTENT OF GARAGE LEVEL 1.1 3 10 14 1 18 19 20 21 49 50 51 52 bl.q 62 65 J BUILDING FOOTPRINT GRIDLINE - RESIDENCE L VEL 0 GRID GEOMETRY PLAN GRIDLINE - GARAGE LEVELS co 0 SECOND LEVEL S E COND LEVEL GRID GEOMETRY FLAN 2 — 'TIE-DOWN' GRIDLINE STRUCTURAL C RIDS IID�NTIFIEp do SCALE.- 1/1&"=1'-O �� I O o S - AO * Oo5 o I\. GONTUOUS THROUGHOUT r _� i Q BUILDING VERTICALLY. r. ce 1I�I!I I I I I I I– ..1.2- ..-..-.__..1.I I I I 1I I I I 3 -- .--1.4 I I!I I I I I I 1.._.."."."...".-..q..-.�.5..".'---r–– --- 2�I I I I I I I I I I---_�--�5{I I I!I I I I I I - -6�I I I!I I(I I( •-_– --------1��I I------ �8 I I I!I I I I�I!( ...._.._.-.........._".... j n2_-4 �5 26 Z�q 3�5' 3!I!!(I I 1 1 6- - 3q .. 46 .,.�.-.. 4 q�501 0 , I I I I I!I( 53 5 1 l I I I!I!! 5-6_. t 1 I I I I II I I I 5-9— 1. 62 I�I I�6I(I'!!� 3 6rI I II I I,I 8 I I� I_ --_ -- --�_--- _- �. ...cCW y 1o� i l 9 / 01 3q'-1oy' 32'-6 2 '-3 -1G 28-2Y" 34'-4' 8 y 2 , 1 -6/2 2 1'-4' 1' 0' 3'-0/t/2 2y2 9 2.-1O" I 2.-(o 5y -8'2 -3 4 -O 12 4 12 -5 ,_ 20'-1' 1014' 10' '-4 12'-3%" 13'-5�' 8 1 -5 l �" '14 -q - ' ' ' - ' 8 1 1 o O O\ - 6� REI O V � I r _ I ._______....._ T W. _ _ —�------ r ah O m Q J OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT ......... .......... 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B � AL0AP1ONBI�RN S T H E RC Denver, enver,LN Colorado ARCHITECT OF RECORD EE GLOVER SMITH BODE,IN 9N /C � FF OKLAHOMA CITY,OKLAHOMA GC m I L------J CIVIL ENGINEER KK 7t VAIL,COLORADO I `----- ' LANDSCAPE ARCHITECT S E GROUP BURLINGTON,VERMONT r STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES , INC HOUSTON,TEXAS r r I� _ MECHANICAL ELECTRICAL L PLUMBING ENGINEER ,. DENVER COLORADO L---- INTERIOR DESIGN c" 6 "�� WILSON&ASSOCIATES EXTENT OF 3rd L L DALLAS,TX UILING OOTPFiT -\ I I -/3 LIFE SAFETY F BCER ENGINEERING INC OUTLINES OF 3rd VEL ARVADA,COLORADO 0 BALCONIES, TYP. ° _ PROJECT NUMBER 20941 00 ISSUE REVISION DATE _ � — W.P. ON�O ` Oy till UTLINE OF GAR�E ------I-T- 1 LEVEL, BELOW- ------- ----- f----------- Z --- ------------- _ -------- - � LINE REVIEWED BY ri 53 53 FEB 2 6 2000 SAFEbuilt Colorado I°-�' 31-5' 3 -Sy' 2 -11 '-2' 1_2' 3'-Oy' 31-21 2 -10' 5' '-2' x-2` IS'- 25'- '-O ' 1 '- '-O' DRAWING LEGEND: 24 - ' 12'-10Y2' 12'-5' 14'-0" ' ' ' ' 8 ' ' ' 15 �' 2q 10' 1�' ' ' 8 6 28'-2Y2' 41'-q 25'-V2' 30-2" 25 -�2 28'-1 I ; 20'-8' I 39'-3' -6' 41 1-12" 21' 4' 11'-5' 1 1 EXTENT OF 3rd LEVEL I- ------J BLDNG FOOTPR r_____________ °'LINE OF 3rd LEVEL BALCONIES L--------------i _J J EXTENT OF GARAGE LEVEL PROJECT KEYPLAN 3 1 10 14 15 IS Iq 20 21 23 25 21 28 31 33 36 41 50 51 52 51 60 61 65 66 61 6q 10 L J BUILDING FOOTPRINT GRIDLINE - RESIDENCE L VEL GRID GEOMETRY PLAN GRIDLINE - GARAGE LEVELS THIRD LEVEL Ln CD 0 CD NOTE 'TIE-DOWN' GRIDLINE THIRD LEVEL GRID GEOMETRY FLAN 1 STRUCTURAL GRIDS IpfENTIFEED SCALE.- 1/16"=1'-O AS BOLD ARE 'TIE-DOWN' AO * 0 * 6 CONTINUOUS THROUGHOUT C' BUILDING VERTICALLY.44 , I 0 x I J U rn I 1.3 2 5 1 8 q 11 12 13 16 11 20 21 23 24 25 26 21 28 29 32 � 35 36 3q 41 42 43 46 41 48 49 50 , 52 53 54 , 56 58 60 61 62 64 68 12 , I I I I I I I I I I 1 I I I � I I I I I I II I I 11 II . 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LO Y. ----21 C, CICA . OWNER/DEVELOPER VAIL RESORTS M DEVELOPMENT .. COMPANY cli r7. AVON,COLORADO N L_ __j DESIGN ARCHITECT cli ` --- V Denver, Colorado i AA ARCHITECT OF RECORD GLOVER SMITH BODE,INC F OKLAHOMA CITY,OKLAHOMA GC ww CIVIL ENGINEER { ALPINE ENGINEERING,INC VAIL,COLORADO Z � LANDSCAPE ARCHITECT ", S E GROUP BURLINGTON,VERMONT STRUCTURAL ENGINEER � HAYNES WHALEY ASSOCIATES, cli INC HOUSTON,TEXAS� r N ------- MECHANICAL ELECTRICAL ` PLUMBING ENGINEER ABS CONSULTANTS INC DENVER,COLORADO W.P. INTERIOR DESIGN WILSON AssoclATEs EXTENT OF 5th LEVEL DALLASTx �3 BUIL DING FOOTP1 T LIFE SAFETY Ilk— BCER ENGINEERING INC OUTLINES OF 5th VEL ARVADA,COLORADO - BALCONIES 4 RO LINES — o BELOW, TYP. 1 PROJECT NUMBER 20941 00 -- ISSUE REVISION DATE < I f - ---- 4 4 T �? �OUTLINE OF GAR�E F LEVEL, BELOW 3 - ----- r ----- </ L - - - - - - - - - - - - - - - - - 7-F -7 - - - - - - l7- L-------rL-- - - - -- PRO E ------ FTY LINE EVC53 VVE® B y FEB 2 6 2008 SAFEbuilt orado '-V2' 1_21 1_21 3'-OY' 3'- ' 2' 21-10' 5' '-2' '-V2 4, � RAWING LEGEND 25'-V2' 14'- ' 8 IV-9 ' 25'42' 6'- ' ' 7 8 2 q ' ' 8 �'2� 26'-1Y' 21' 4` EXTENT OF 5th LEVEL 26'-5' I 29'-1' 28'-7 20'-8' 55 4�' 7 2 - ------ PLINE OF 5th LEVEL BALCONIES 10= L_____________J PROJECT KEYPLAN �------------- ; N N N 0 Q I 5 1 8 9 11 Bsss.3 -- � -- EXTENT OF GARAGE LEVE 14 15 19 20 50 51 52 0 l l.q 62 65 WILDING FOOTPRINT IN GRIDLINE - RESIDENCE L VEL Ln GRID GEOMETRY PL AN GRIDLINE - GARAGE LEVELS co FIFTH LEVEL 0 NOTE= 'TIE-DOWN' GRIDLINE K�i� FIFTH LEVEL GRID GE OME IR� FLAN STRUCTURAL GRIDS IDENTIFfED .O SCALE: 1/1r"=1'-O AS BOLD ARE 'TE-DOWN' A0 * 0e8 'CO)( CONTINUOUS THROUGHOUT�r6) BUILDING VERTICALLY. P- 11 } u d- rn / 29 32 35 36 (o2'-(oY2' 3 2 (o)/2' 14'-0' 12'-5' 11-41 141-0)/21 1]'-4' 391-31 rL 12 OY2' 14--a- 14'-2- 2(o'-3J/2' A� 10. C) DEVELOPMENT COMPANY AVON,COLOR-ADO cli DESIGN ARCHITECT . . . ............................Z Denver, Colorado J. ARCHITECT OF RECORD GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA CIVIL ENGINEER ALPINE ENGINEERING,INC S I-GROUP rt BURLINGTON,VERMONT F STRUCTURAL ENGINEER HOUSTON,TEXAS MECHANICAL ELECTRICAL PLUMBING ENGINEER ABS CONSULTANTS INC DENVER,COLORADO INTERIOR DESIGN WILSON&ASSOCIATES __L_ DALLASjX LIFE SAFETY OUTLINES OF (both EVEL PROJECT NUMBER 2094100 ISSUE REVISION DATE VOIC)/ATTIC SPACE, EXTENT OF (oth LE L 5UILDING FOOTPRINT OUTLINES OF (oth LEVEL - --l ----- F- -- -------- -- -------- -- ,-----------� � | � �--------t--�� ! - | ,' ! | | | ' � ! ! _- - 4 - --+�r- |L__ ____'--_______ _--i | __-- - - --- | � | ! LINE I ' f'-1- - i i U ' ,' � \ � - ' - --- U | | ' . ! ! | | ! | | | | | | } | ! | /1�017 REV #7 10/19/07 FEB 2 6 2008 11 SAFEbuilt Colorado UILDING FOOTPRINT LINE OF (oth LEVEL BALCONIES PROJE= PROJECT KEYPLAN EXTENT OF GARAGE LEVEL 20 31 33 36 3'6 62 L--- ---- 5UILI)ING FOOTPRINT cr -NIZ � Ln 4 4 Li Ln GRID GEOMETRY PLAN GRIDLINE - GARAGE LEVELS 00 SIXTH LEVEL CD CD SIXTH LEVEL GRID GEOMETRY FLAN 1 kc.cn 1� -GIO- SCALE.- 111611=11-01 AS 5OLD ARE 'TIE-E)OWN' CONTINUOUS THROUGHOUT � \ NORTH CENTER ( REFER.- AO. 1, 2 co �- � � ro co co 4- I 0i 4 O N N � 00 00 IIj N N N 1'7 d" d' d- � � c0 m m m m m m m m m m m m 1 1 .1 1 .2 1 .3 1 .4 5 6 7 8 9 11 12 13 16 17 20 21 23 24 26 28 32 34 35 36 39 42 43 46 47 48 49 56 59 62 63 72 1 10/19/01 454'- 1/2' 1 ! 30,L8" 24'-11' 41'-11' 31'-10" 31'-9 1/2' 1 18'-3' 51'-2" 44'_0 1/2' II 1 121'-11' I Il I 1°1'_11 1/2" I 26'-6 1/2' 391-0' 391-6 1/2' 0 41-Ou 3'-8" � 4 M 10 R G N 9 ►� R H / N 1 V �T1 O '{ N I � o N V o �"'� 1 1 1 A CESS EASEMENT o � A \ ( SOVE) �„ H I G C� -1- r ,- I I I .,..___ ___....� I ! • 809 ' 4' '" ' i I_ I -, F+i II I I I ! I 1 I I I I 1 I � I I EL. 8095 10 .,I - - F - - - - - - - __._ O� 3' PAINJET EL. SOq l0 ,�� „2 PARKIN(6 L. 80i5'-5' n0 1 I O E EL. �-5' STRIPIN , tY EL. 809 EL. 8096 -0 O' � _ H OWNER DEVELOPER B J.6 _ - - - - - - - - - - - - - - - - I EL. 5'-2' � � 110 1 s 6- 14 ena I EL. vV-i ' 8' 115 116 EL. -3 4 EL W I ILLI f L 5,_2, I VAIL RESORTS M I EL 8095-l0 5-1 M — — — — — — — — — — — — — — — — — — L. 8095'- ` _ EL. 809 '-o' I ~ ; I DEVELOPMENT - - - - - - - - - N I N L _1 I I I I I III II I I 116 � 10 f 1O I I I ! COMPANY O IITI AVON COLORADO E 8096'-0' ® EL. 5'-5' EL. 1J11 I L. 809 _ - _ _ P Q - _ - - - 14 - 809 - ® 119 I EL. 8096'-0' SLOPE SLAB TO M _ DESIGN A BR.2 _ _ _ _ _ _ _ '� _ _ 1 _ _ 5'-� _ DOOR OPENING RCHITECT EL. 809 5 EL. 809 2' 1 W S — — — — — — — 0 — 15 EL. '-10' 12 121 1 � 1_ u Z _ I I EL. SoMb o T a 'Q 16 15 17 5 I 14 I 138 36 13 132 13 128 M �TI Z - - - - - - - E M ' 151 3' PTD. SOg5'- ' EL 5'-2' EL• Sp9 -2' BZ. - - - - - - I - - - STRIPING, I 14 I I 122 f 123 tu Denver, Colorado AA I- I I - I - I - I - - - EL SOq - ' -I - - - - - - - I - AA EL` 5'-1 152 EL. '-2' 143 L. SOq '-5' 12 12 809 - EL• '-10' 1L ARCHITECT OF RECORD f — — BEE.6 GLOVER SMITH BODE,INC OKLAHOMA CITY,OKI.AFIOMA N 153 ! — J 12 12 -O � 154 1 EL. 8095'-5 � -f _ - - - _ _ _ _ _ _ _ O3 8095 0 _ B H H.9 ALPINE ENGINEERING,INC K K �- -- -- _- _ __ - _ __ ` - - EL. 8095'- ' j EL. 5'-2 EL. 2' - - B LL.8 lol o I � N LANDSCAPE E GROUP ITECT N E . -8' EL. 5'- ' EL. '-5' _ -� 1 EL. '-2' E B P P.9 BURLINGTON,VERMONT I I I I I I I L• 5 10 EL. 5-b 1 i EL. S6g5- 1 qq N R I STRUCTURAL ENGINEER QQ \ — — — — — — — — _ — — — — — _ 5'-3' — — — — = QQ HAYNES WHALEY ASSOCIATES, `V EL. 80 5' EL. 8095'- E . SOq '-5' INc O R 3 / L. 8096'-0' - _ - - - - - 9, 96 ' EL. 8095'_10'- - - B R R.5 HousTON,TExAs _ alb MECHANICAL ELECTRICAL M N I 2.. 3...4 i ! i - EL• q5- EL 5.2 L. 5 2 95 EL i q5- 6 BRR.7 PLUMBING ENGINEER TT I — I� — 1� — — — — I I 1 I I _ _ EL. 8095-5 I SS ABS CONSULTANTS INC I1 — — DENVER COLORADO R 2 72 ^ 3 4 5 16 l8 l9 81 2 84 EL. 8096'-0 B TT.7 B TT.9 — — \ `-' — 1 — - — •- — — — — INTERIOR DESIGN �, r • E . 809 EL. 8095'_ 93 94 d `vlLSON AssoclATEs VV - - EL. 809 '-8' 53 52 EL• 8095 L. 8095'-5' BTT.9 DALLAS,Tx m 1 I 1 I I O O LIFE SAFETY N I I I , 809 '_5' ! I I 4, 45 3 41 39 I I 1 I ( I T (� BCER ENGINEERING II�C _ I p end old I ARVADA,col oRADo \ EL. '-4' RA P UI 1 55 54 EL -2 50 -2` �— 91 ,-5 92 L. 5'-1' f ¢ EL. 8095'-0' S 0 S I EL• -2' L 8095'- ' 8085'- ' 9 EL. 5'-10'0 Lc, BZZ.9 PE L E — \ — EL• 809 '- ' S� 56 — I f O N A PROJECT NUMBER 20941 00 A I I I EL. SOq '-2' - - - - I EL. -2' � 1-00 I I , EL. '-2' L. 8095-2 DTI 11L1 • EL• '-O' 1 1 ISSUE REVISION DATE � DDD — — 1 I L. 8095'- ' E 5-1 EL. 8095'- ' I BAAA.2 L• 6-0 _ ® 65 64 63 I 9 5 49 44 3 f 3 3 ' ' EL. 8095' S' I I i1 -O f 5 , EL. 8095-5 EL. SOg6'-0 1111 M — — — — — — � I I I I ~, ET -0 BEEE.8 N o, EL. 8095'-5' L. '-2' - - 12 H EL. 809 -2 I - j EL. 80 '-2' ' o EL. 8095'-2 EL. 8095'- ' EL. 5'-2' EL 5 -- BGGG.9 1'31 EL 5'- ' E SOgS'- ' L. 8 EL. N � I I I I I i E . 8095'- ' I • X15'- ' I I I I I E I O N L. 8095 8'� I n a� EL. 8095 6 �, — _ __ SQg6'- ' _ BNNN 4 N Q - - - - - E -2' EL 6'-2' I � - _ _ EL. 8096- ' � � I I � � EL. 6-2 EL. BNNN.8 8096 r2 I E 6-2 I I I EL 6-2 I I I I I N I R — — Q- Q- — — Q- O I 11 16 20 21 22 23 � 124 25 26 27 26 29 0 31 32 33 34 3G)a — — — — 1 ! ,I 1 2 3 N 4 N 5 1 g 9 I (!7 11 12 13 1 15 �j 16 - - • w BQQQ. .� 017 REV #7 10/19/07 0 3 _ 016 RFI 0062 10/10/07 _ BSSS. Z — — — — — — — — — — — — — — — — _ 6 015 REV #6 08/10/07 4 . � I —� I � OPE�T� �.-11�E 1 1 N � 013 REV #-4 0-1/12/07 3' PAINT D PA 'G. 9, �'` PR M STRIPING TYPIC 009 PERMIT SET 11/17/06 Q-/ lu tp N O RE 5q'-11" ASS" SAD q5'-1` 84'-1' 4 IN Ws� S ( 111'-3 1/2" -I 8'_3 12'-1 1/2' 150'-8' 13'-4' q 1/2' 81'-�` - I I I I REFER A . 1- 1 I 453'-81/2" 1 REVIE��ED BY 0 FEB 2 6 200 PROJECT raoRTx 1 1 .1 1 .2 1 .3 1 .4 5 6 7 8 9 15 18 1 20 21 23 28 42 48 49 1 . 62 65 66 69 70 71 0R-, � 0 00 00 00 00 �n r� In d- N l� PROJECT KEYPLAN N o cal l� 1`6 6 0m o r 00 l� N r� SAFEbuilt Colorado m m m N N N M d- LO Q0 c0 m m m m m m m m m m m m m m SASE FLOOR ELEVATION = 00 6.0' ' A THIS LEVEL 0- NOTE: SPOT ELEVATIONS (EL. 0000'-O") Ln INDICATED ARE TO THE TOP OF CONCRETE 0 NO • (0000'-0") INDICATES LOWER LEVEL N SLABS, NOTE THAT A CLEARANCE OF 8'-0 IS 6 VERTICAL 1 FLOOR PLAN r-I co REQUIRED IN ALL AREAS. SOME PIPING WILL I NOTE: ALL SPOT Lowr=R L�VE� INCA 0 NOTE: FLOORS AND OTHER NEED TO BE RUN WITHIN THE DE TH OF TH 1 ��WR T � � rOO � I F•F•E• *SOg6'-O' U.N.O. ELEVATIONS ARE PARt 7 STRUCTURAL GRIDS IDENTIFIED FEATURES INDICATED. WHERE STRUCTURE ANp POSSIBLE RE-ROUTING WILL 0.3.0 SCALE: 1/16"=1'-O° OF REVISION 1, UNLESS COMPACT 63 AS BOLD ARE 'TIE-DOWN' AN ELEVATION IS NOT . o s-o ib-0 3z-o OTHERWISE NOTED. STANDARD q8 CONTINUOUS THROUGHOUT INDICATED, IT IS TO SE � BE NECESSARY TO ALLOW THIS CLEARANCE TO PLAN NORTH 1 BUILDING VERTICALLI'. 8096.01 THE, THE BASIC A0 . 1 . 0 BE OBTAINED. SPOT ELEVATIONS INDICATED 1 TOT'A'L 161 FLOOR ELEVATION FOR THIS _ HAVE REPLACED THE +0' / -0' INDICATED PREVIOUSLY . LEVEL. I rn I U rn i—i GENERAL NOTES.- FIRE EXTINGUISHER LEGEND/NOTES: I. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL If] SPEC - SURFACE MOUNTED FIRE EXTINGUISHER CABINET -4- VERIFY ALL DIMENSIONAL DATA. 00 00 FQ FEC - SEMI-RECESSED FIRE EXTINGUISHER CABINET 2. REFER TO SHEETS A11.51.0 THROUGH A11.1.0 FOR CONCRETE FLOOR AND 7 8 9 11 12 13 16 17 20 'T 21 23 24 m m 28 m BALCONY EDGE OF SLAB CONSTRAINTS W FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER 14'-Oil 121-511 -11-411 101-111, 14'-0 1/2 111-411 12'-5" 141-011 a'-0 1/2 10'-a 1/2 0 11'-c5 1/2 1. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS 1-0 4& 00 1 -1 1/2 '00 10/19/01 3. OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH 1 51-411 BEYOND EDGE OF CONCRETE SLAB.- REFER WALL SECTIONS AND DETAILS TO BE DETERMINED AT A LATER DATE. 2. PROVIDE FIRE RATED EXTINGUISHER CABINETS AT FIRE RATED WALL F.J 4. CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM INSTALLATION. COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL 5,22. FRAMING. (RE.- STEEL COLUMN SCHEDULE FOR COORDINATES - 55.21 4 S5.22) r — BR r77=57- X - 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL NOTE" UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES STRUCTURAL GRIDS IlDrENTIFEID AS BOLD ARE TIE-DOWN 4 21/ CONTINUOUS THROUGHOUT T O m O �+ (o. REFER TO A6.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR 14 Z� BUILDING VERTICALLY. fill.,,iii GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS Aa.q 0 1. REFER TO SHEETS A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR WALL DIMENSIONS. z A84)q NOTE.- ALL SECTION MARKS NEW 0 S. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM 3 THIS SHEET 4 INCLUDEC) FOR _�5 0-4 THICKNESS THAT ACHIEVES REQUIRED RATING. REFER TO UNIT PLANS TO \t4r,_3q /1 0 REVISION -1. u LOCATE WALLS REQUIRING ADDITIONAL FURRING. 11 [A AA AA Ltf (�)2 0, I I A ENLARGED FLAN - WEST W ING w (j)_ 154 0 A8.q 0 � W t~ q L CIIiiii4ER LEVEL GARAGE FLOOR PLAN F.F.E. +609(01-ol U.N.O. MD 1 1 SCALE,- (T _I 14 1 01-01 _0• I a - P� PLAN NORTH 0 41-NOIIIIIII -\A 1 1 .2 1 .3 1 .4 5 rA� 1'-4 1/2 X\ P 12 14 3 1 25'-1 1/2 1 3 Sf=Aclr=s c1'-O"=21'- a r011 4' 10 1/2 31-2 1/ 11 2 4'-11 1/2" 1 -1111 1 j I I I - OWNER/DEVELOPER 10'-5 1/2 a 1/21 4'-0 1/2 IM CH L IN 1 3 10 m _mm VAIL RESORTS 2 DEVELOPMENT 25 -1 1/2 CIA COMPANY 3' f=>TD. PARKING AVON,COLORADO I-oil STRIPING, 1-111 I-oil al-011 I 3_5 I L FACES 9 L 3 PACES =2 -oil L TYI=. R4 c 3'-a DESIGN ARCHITECT L-' QQ CLUB AM STORAGE 0 Ar, BRR.5 _ � I I I \ I / I 51� L105 I I I I I ' _ 4240 Cl - SFEC m O "Ve MDD -7 PENCE cYl Denver, Colorado a'-O' HIGH C14 0 r2 \ RA 111LA5.22AF 1, 2 3 4 5 (o I ARCHITECT OF RECORD E"1 to ALL STOfRAGr= GLOVER SMITH BODE,INC 2-H14, TYf=. F128 cli OKLAHOMA CITY,OKLAHOMA O -1O 1 12 3 CIVIL ENGINEER 2 1 / ALPINE ENGINEERING,INC A3. 2 -9 10 11 12 1 a- 14, VAIL,COLORADO p xxxxxxxxp S E GROUP VV BURLINGTON,VERMONT CA It PAWING COMfF=AC CIA STRUCTURAL ENGINEER U\ HAYNES WHALEY ASSOCIATES, BLEND HOUSTON,TEXAS UP SLOPE RAMP C:OMf=AC. MECHANICAL ELECTRICAL PLUMBING ENGINEER T & f=LANi\A9 (h ABS CONSULTANTS INC N w DENVER,COLORADO INTERIOR DESIGN COMPA T 3( l L _ � I WILSON&ASSOCIATES 10 L 1/2 ' DALLAS,TX m AAA cf) �v 0 \a�-O L 201-2 a'-& 1/2 " LIFE SAFETY 0) --------- AAA. ARVADA,COLORADO F ELEV 02 CA 4 EQUIP. 1ELF-V 02 11 F-1 4r I I r= V P28 PROJECT NUMBER. 2094100 - - - o _ - :LAbbE 104 O_ 0_(�� OL ISSUE REVISION DATE -1JLL SFEC .V WHOLr= I (i� E 1 (0 (.1 STAIR M OwNEI;6HIp ® IV A STORAGE r I P2s )y I. I A 1w F=E C\j _L LL 1-1_L L103 ----------- L2 Sf=14C- N 3 SF'AGES 9'-0`=21' ES '-oil al-011 L VEST, 2 -cill -3 2 " L103A CA _102,4 H CA A 7-- -4 ye FAINTED ARKING CA CA Yf=. 21-9 1/211 3'-5 zr I ,_-2f] 1/2 3'r-4 1/ 4'-4 1/2 c\j 3'- /--11 1/2 GF_� " 311-411 T 1/2 "1 1-5 I I e at 11 1- 11 1- 11 11 r REV #7 10/19/07 O 0, 91-011 a -&It 2 sf= ES 0 1 2 ACES e cl f=/>AC_ES e cl 0 =2 N 1. ) L L la 0 L� L 16 015 REV #6 08/10/07 014 REV #5 05/04/07 CA 013 REV #4 04/12/07 NNN. 4 F- 009 PERMIT SET 11/17/06 7 V11 C\j 1L 1L BUILDING F_ STORAG FIG 0 0 P28 A8•q cq @2 ) 23 N 1� 18 0 RRR � 2 3 4 I 5 � g O I 10 I 11 12 I O C13)1 I WEST SIDE _ o 0 0 o A UUUPROJECT rn 2 4'-3 1/2 PROJECT KEYPLAN /--2 CIA %iL-/9 cf=r=f;�TY L INE y L_ 1 1/2 1-1-1'-3 1/2 ENLARGED PLAN C? \x/ WEST WING 121-1 1/211 LOWER LEVEL (0 1_911 co ��S'-3" 2 I at It GARAGE PLAN CD 1'-4 1/2 -oil -011 a[ 11 R6 511 19'-3 1/2 L 3 9'-1 1/2 2 q'--1 1 L 12'-10 1/2 " 4"L 5'-1 101-211 1 101-111, 0. 2 2 2 11 12'- 1-7'-2 1/2 REVIEWED BY 2 �- co U-) 00 00 r- 18 19 20 21 23 .14- 00 FEB 2 6 2008 I V� AO 91 A C) C14 00 C3 C\l r- C14 LO m m m T T T'_ N m m m m m ZZ� $:N NOTE: T1 HIS 1 I/xI REVISION A,8 SAFEbuilt Colorado U cy) GENERAL NOTES.- 1. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONAL DATA. 2. REFER TO SHEETS A11.51.0 THROUGH A11.1.0 FOR CONCRETE FLOOR AND 00 00 L() n (0 00 co 00 6 r-: of C3 cN C_i 00 c6 BALCONY EDGE OF SLAB CONSTRAINTS CIA r- m m m m m m -4- m m 1 20 21 23 4 6 28 R11 32 34 5 36 42 43 44 46 47 m m 48 9 56 OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH BEYOND EDGE OF CONCRETE SLAB: REFER WALL SECTIONS AND DETAILS 0 I'd 1/2' 11'-4' 01-31 121-51 141-01 V-0.1/2 111, 1-9 1/21 (ol-&I 111-& 1/21 12'-51/2' 13'-101/2' IT-11 1/2' 12'-0 1/2' 101-(o 1/21 I-ol/21 V-41/2' 4. CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM -1 4 ON POURED PLACE CONCRETE D STRUCTURAL 101-11 - 11-41 11-01 3-1 11-41 1[-( 511-2' 11-21 441-o 1/21 L 21/2' FRAMING. IRE: STEEL COLUMN SCHEDULE FOR COORDINATES RDINATES - 55.21 4 55.22) 1 5'-6' 51-a 1/21 R10 60. 26'-(o 1/2' 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL "-< UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES ONNINNINNNI (0 — - - - - - - - - - R (o. REFER TO A6.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS 0-4 1, REFER TO SHEETS A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR A3,10 WALL DIMENSIONS. I I i I I 1 H I I I 21 11 S. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM U 0 / I I �4 THICKNESS THAT ACHIEVES REQUIRED RATING. REFER TO UNIT PLANS TO 0 20 26 zs-, LOCATE WALLS REQUIRING ADDITIONAL FURRING. N U u II FIRE EXTINGUISHER LEGEND/NOTES: off-i s.1 I � Z a 2 2 r;, 11 R J I T. A 11 [k] SFEC - SURFACE MOUNTED FIRE EXTINGUISHER CABINET 24 IINNNINNININ11 t M FEC - SEMI-RECESSED FIRE EXTINGUISHER CABINET x �T�� 10 31 -1 1 ro 15 1 114 13 �!O FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER FNNNNNNIII 22 21 2(p Z) -1 Z�� I. PROVIDE FIRE EXTINGUISHER FOP, EACH DWELLING UNIT. LOCATIONS FE P28 32 TO BE DETERMINED AT A LATER DATE. STORAGE rb I L112 I a I , — 1 �4�11 52 2, PROVIDE FIRE RATED EXTINGUISHER CABINETS AT FIRE RATED WALL (XXXXXXX >cxxxxxxxxx>cxxxxxx"X:,77777775M IF III Sim III OWNER/DEVELOPER INSTALLATION. W T , A 1 33 40 E)5 VAIL RESORTS -EMERSE 4CY E FL 1078 DEVELOPMENT 1 d< 34 41 54 51 -10 III�_2 - -1� 6 COMPANY I _y i I I I I NOTE.- 5.22 1 1 . . STRUCTURAL GRID IDENTIFIED J 3E� 42 53 (0- 9 AS BOLD ARE 'TIE-DOWN' CONTINUOUS THROUGHOUT P28 A 5UILDING VrERTICALLY. DESIGN ARCHITECT MAIN ELEC. "ZIA A .11 FE CI 2 43 F E�2 ELD ____L 3 AINTED L101A I--- NOTE.- ALL SECTION MARKS NEW PA RK ING 44 rp I ro 0 1111 4 I - X Denver, Colorado STRIPING CORRIDOR THIS SHEET 4 INCLUDE[) FOR COMPACT Ti, 35 it4 REVISION -7.Pll' TY' 43 - - - - - - — — — — — -- ro(0 ARCHITECT OF RECORD 4 r;, (0 13J.6 GLOVER SMITH BODE,INC C OKLAHOMA CITY,OKLAHOMA O 4(0 49 ro 2 2 Fil ro E? IT CIVIL ENGINEER COMP ALPINE ENGINEERING,INC a o I I Clf*% LLI H VAIL,COLORADO AIR. L10qA 41 40 ro 3 (0- Ar, N_ 4 IN 1h. LANDSCAPE ARCHITECT FEG t7l' E COMPACT — — — — — ♦ e 1 1 1 1 BURLINGTON,VERMONT 10 I L112A I A -� p:r=C11 I STRUCTURAL ENGINEER M O , I ELEV. LOB _ _ _ _ — — — — _�2 7 Y r(o 4e N 118 I HAYNES WHALEY ASSOCIATES, OF,I INC A LIO&A — — ...... — — — — — — — — — — /AL I HOUSTON,TEXAS 0"' ILIIIA I b It L113A r__ ELEC. L V, P MECHANICAL ELECTRICAL I I I e TRASH COMPACT ABS CONSULTANTS INC _ — o — IOgB DENVER,COLORADO \101-(o 11. Q _ _ i I L H FE Ll 25 -9' L I=0(o B INTERIOR DESIGN P2b WILSON&ASSOCIATES 13R.2 DALLAS,TX A I M LIFE SAFETY (0 BCER ENGINEERING INC T ARVADA,COLORADO 121 Lij 12,5 Q O — — 1 W Q PROJECT NUMBER 2094100 q - - - - - - - - - 13: - - - - - - 77, 'PIT 771 PLA q. ISSUE REVISION DATE M 14 122 C23 < 13Z.5 AA PAINTIEEL) PARKIN( C" 12 -3 12 STRIPIN(Ia o TYP. LU if A C! Aq.q CfN (L 'T 131 131 12 C2-1 1 ABA rb__� 14 0- EG L 12 cl \4, A& r 7 14 JJ IN t 7 ii/Im \+K) AjOr REV #7 10/19/07 18' 0' So q, I C-4 015 REV #6 08/10/07 [ / C�% 2 '-111/2' 181-51 361-41 A&PCB `r T-0 1/2' 1'- /2' - 2 SPACE 2 5 CESO al-01 01 C.0 — 16 Of FEC- IT-2 1/2' 014 REV #5 05/04/07 r-E c s Z' - 1 5 3140 1/2' 4'-0 1/2' 1 3' 1 31 01 4' o 1/2' 11 A NN NNNNNNINNNN A4 013 REV #4 04/12/07 I PAWING 009 PERMIT SET 11/17/06 I�K) L 131 21/2' > I 101-(ol/2' I 1_01 I NORTH CENTRAL (0 12'-5' L 221-01/21 101-al/21 6'-6' 11 -a 1/2' 21 -01 21 -51 L 1111/2 V-11 1/2' 11 L 21'-3 20 (COD A3.10 -t LO 48 49 56 L" c; CIA n m m m m m m PROJECT NORTH TRUE NORTH PROJECT KEYPLAN _0 ENLARGED FLAN NORTH CENTRAL A ENLARGED PLAN L O�4ER LEVEL GARAGE FLOOR FLAN F.F.E. +5Oq(o'-O' U.N.O. NORTH CENTRAL \A�_l SCALE: LOWER LEVEL co C) 0 41-01 81-01 161-01 REVIEWED By GARAGE FLOOR PLAN C) C'4 PLAN NORTH r4 FEB 2 6 2008 s FEbuilt Colorado A . 1 * 2 rn C) k1/2' r-O 1/2 1/2-1 FT7 502 U rn S'-4 1/2°' 15'-6 1/2 " 5' 8 1/2" 10'-5" 22'-10 1/2 " 5'-S" 30'-2 1/2" GENERAL NOTES: FIRE EXTINGUISHER LEGEND/NOTES: � 2'--1 1/2" 48 00 5.1.1 56 - A5.11 d- 49 _ 5.3 1. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND m m � SFEG - SURFACE MOUNTED FIRE EXTINGUISHER CABINET • • • '• • ' ` ' C REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL D ' . VERIFY ALL DIMENSIONAL DATA. �- - - - - - - - - - - - -; M FEC - SEMI-RECESSED FIRE EXTINGUISHER CABINET - - - 2. REFER t0 SHEETS A11.51.0 THROUGH A11.1.0 FOR CONCRETE FLOOR AND 112 N = = I HILLER I I I = I zO BALCONY EDGE OF SLAB CONSTRAINTS �' FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER o O N _ I _ I 1Oq 11O I ROOM I I s I. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS Q' O �_ L11 A L114 N j 10/19/01 3. OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH t0 BE DETERMINED At A LATER DATE. I m BEYOND EDGE OF CONCRETE SLAB: REFER WALL SECTIONS AND DETAILS 2. PROVIDE FIRE RATED EXTINGUISHER CABINETS At FIRE RATEp WALL � I 4. CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM INSTALLATION. 1 - - w - - 2 2,-11„ - 14 1 O'- 1/2" s �4 1 q'-5 1/2° 12,r5" 1 H COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL o I 12,-11 " 1 - LINE OF FRAMING. (RE: STEEL COLUMN SCHEDULE FOR COORDINATES - S5.21 4 S5.22) I 10 MEZZANINE ABOVE j N o 1 11� 3 PAfNTE o 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL - _ PARKING I 2 I �9 RR DOR �- 1 .3ro Z I1 UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES I STRIPING, I O Lll I L115 L115A ^ 1 0 NOTE: � - - -1 - - - m - - - 1 O 6. REFER TO A6.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR - GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS 7 STRUCTURAL GRIDS IDENTIFIED • '~ ' I M AS BOLD ARE 'TIE-DOWN' I _ i ap I III '' II 1. REFER TO SHEETS A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR CONTINUOUS THROUGHOUT 1 - i� E V• �S i �i - 11 ELEV. #$ 11 O BUILDING VERTICALLY. � O COMPACT - � I T� SIT� I ; ' 15 WALL DIMENSIONS, 118 1 0 - O I o 1 1 -111 9. PLAN q, o cfJ - P28 = ILTLJ STAIR 11 1 1 1 1 1 1 $. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM I 1 L� L!�• V O THICKNESS THAT ACHIEVES REQUIRED RATING. REFER t0 UNIT PLANS TO _ _ _ _ - �- _ - - - - _ - - O lop LOCATE WALLS REQUIRING ADDITIONAL FURRING. I I = s L111A1 P N V U NOTE: ALL SECTION MARKS NEW lq = $ FE 3 THIS SHEET 4 INCLUDED FOR cq ELEC, A5.3 5.39. REVISION �. I ROOM P28 O (� 1 ELE V. 0 121 ELEV. 01 L f 11 L-055 P28 Pas BOILER w 10 PIT PLAN � 1 L11$ L118A d ROOM ENLARGED PLAN - EAST WING - �. Ag10 I Ag10 a .. . - - � 4 L116 - - W 1 1 1 c� 1 L 01�1Efi� LEVEL GARAGE FL OCR FLAN o I I F.F.E. $Oq6 -O U.N.O. I I � PI3 0.1.3 SCALE: 1/8"=1'-O" W311-lo 1/2" n n O 4'-0' 8'-0' I6'-0' 12 3 1 10 _all 10 7 3'-1�� OWNER/DEVELOPER PLAN NORTH o I �n 1 L119A 1 _ N VAIL RESORTS ENGINE 1 FE AA DEVELOPMENT 00 00 un �n c� UPW COMPANY 12 I I -' L120 AVON,COLORADO m 28 m m m 1 m m I I p L11gB I r 0 A3.10 1 1 1 = 11C 01-11 1/2 I 1 1 1 0 B E E.6 DESIGN ARCHITECT 2 1/211 cq 1'-2 1/2 11 -8 1/2 2-11-all 27 -5 2�I -2 '-4 10 N A5.11 I m P3 103 28 O4 '-10 2 BHH.9 4240 COMPACT Pr , - 4 M y. ,• . ,• A - - - - - - KK Denver, Colorado N = N L1 OA SFEC I _ PUM O B LL.8 ARCHITECT OF RECORD 1 1 _' 0 1 11 l o ' 5 10 = � 6 ROOM -' GLOVER SMITH BODE,INC ATCH L I o 0 cal O O - I OKLAHOMA CITY,OKLAHOMA I 1 101 COMPACT O I - E L140 = N CIVIL ENGINEER = O Pa8 ALPINE ENGINEERING,INC VAIL,COLORADO LANDSCAPE ARCHITECT L�3� I o O ®p BPP.9 1 I - S E GROUP o O COMPACT 0 ► BURLINGTON,VERMONT o P o _ „ - - 2 - - 4'-11 /2 " - Q Q STRUCTURAL ENGINEER 2 _3 8' O" 2 SP,4CES q._ " „ n n n n - 24�_pn -O 2 SPACES '� -O 3 PACE '� 8 -O -2 O 8 -O °I -O 2� - Ca 3�'-�" N l 1 HAYNESWHALEYASSOCIATES, _ INC = 18'- = 16'-O" I � I w q7 COMPAC I q8 BRR.5 HOUSTON,TEXAS -Air` - - J "• Q - ` - - - - - MECHANICAL ELECTRICAL ' t (L IL • PLUMBING ENGINEER ABS CONSULTANTS INC = U O o U o O 0 5.10 I j q5 SS 1 DENVER,COLORADO U o _ � n • _ �. 1 O Q U II 5.c1. o - INTERIOR DESIGN _ I _ o S $ 1 OMPACT L121A L121 I WILSON&ASSOCIATES O 4 o O I N I O A5.4 ' DALLAS,TX U N � 6 ' LIFE SAFETY �5 �� 78 �q 81 S2 - 0 84 - - - BTT.7 1 BCER ENGINEERING INC 0 0 0 Z ARVADA,COLORADO o _ 1 N 1 - - - :1 - - - - - • J _r` 3' PAINTED - - COMPACT I WOMEN P21 R -' BTT.9 1 PARKING � 6 °I3 014 , UNG P20 1 1 PROJECT NUMBER 2094100 0 23 M 1 F2 1 STRIPING, 1 �, P2o 20 1 1 O ISSUE REVISION DATE 5.4.1 1 .$.$ II I P22 CC E� _ _ 1 47 45 43 41 3q o 1 0 10 P2o P2o - - SIM - o 0 0 0 0 � � w = ql o q2 122 1 1 w 50 0 O 1 N L122A ( I O A- 01 COMPACT Pn 7 A5.5 1 o � SIM P � 6 I 8 $ SIM cn K) o _ I �2 1 1 11 $.8 I N o 1 q q I 1 o q0 P22 � P2 BZZ.9 o o �2 P2o 1 0 o q.3 L135B P28 _ 1 1 - $.8 S 1 _ SIM N 1 / / P2o P21 = 1 t" �! - A - - - -r- - �,`- :J I _ - 1 1- I� I� H• BAAA.2 1 6 1 111111 1111 NA -SERVICE" MENS = c!� 1 o\ I _ _ OC KE o CPL I I� P2 L124A H+ IL12 L121 P22A 124 P24 1 1 �- I~ o o s.q SIM o 1O 1 III 1 P3 m 1 1 P22 1 • 5.5.1 1 -L N P22 017 REV #7 10/19/07 I I d 4°I 48 46 1 44 42 0 38 1 3� II 3� 1 5 �., ® `Q Q- A- Q- _ _ O =L125A L121A 12gA �l A(o 015 REV #6 08/10/07 0 SFEC I o O O N FEC L12 -i L P3 6 1 5 014 REV #5 05/04/07 U U U 'r FEC 4 L131A _ BREAKRO 1`fiP 1' T PHO E 1 1 a' - - - BEEE.8 1 ¢ 013 REV #4 04/12/07 /LJ I PIT 2 � -' l l P22 P22 L12q I I P21 N 1 009 PERMIT SET 11/17/06 II i AB.q 1 Aaio. PLAN A91o. (LOB 1 IF RM 155 E - 1 1'-O" 24'-O" q'-S 1/2" '-O" 3 ACES '� 51-O"=24'- SPA ES '� q'-O" 8'-S" '-O" °I'-O" 27'-5° V. L12 l CAROUSE L OR �� 1 L131 I L135 1 n 3'-4 1/2 " al. 0 '- 1/ 1 l l I BGGG.2 1 0 1 i l 1 I _ L13 A = BGGG.9 1 L132A �., 1 11 1/2 0 0 1'-q 112" 2 -O o o '-q 1/2" �'-2 1/2" 1 - - - - - - P28 3 SPACE '� q =2 '-O" q'_O° 8'_ '-O" q'-O" 2 PA S '� S'-O" 3 SPACE(S S'- "=24'-O" q -O o P22A I l P21 = N 1 = loo'-O" ♦ $- - ♦L13 AIN I 10 l M 1 � o � N 1 EAST SIDE 3 I o II o I 00 `��, 1 LINEN ROOM I ! A5.6 1 0° PAINTED d- 0 0 2A ,n 1 0 o m 49 1 1 L130 _ xUE 1 rioxtt PARKING LE P28 FE s 1 STRIPING, T`I'P. A 1 MMM PROJECT KEYPLAN L136 1 X.4 � CESS 1 - - -I - BNNNA 1 � ` .• 1 ,, - - U - - - U U U I -U U 11 - 1 - - - E �--1- 1 4 ENLARGED PLAN N I 0- ((L 0- 1 „ o _ _ o o P2s 3 BNNN.8 1 EAST WING N _ 2'-1 1/ - N 1 6 O O O O O O tl . • = LOWER LEVEL U U U U U U ' � � • b 1 REVIEWED BY GARAGE FLOOR PLAN q 1/2" 4'-S" 1 20'-10" 1'-q" 14'-1 2" 15'-11 1/2" 4'-�" 1 22 23 24 25 26 27 28 2q 30 31 1 32 33 II I 34 �(0 I 1 N 1 d- 1/2 " 2 I� 1'-�ncfJ ; 0 0 0 0 0 0 0 0 _ � 0 5-� 1 FEB 2 6 2008 AO *. . , 1 . 62 m 65 m - 70 71 j • - - - - - - BSSS.4 ° 5.2 5 5 8 3 K4 SAFEbuilt Colorado I I I I I I 5.2 1 3.13 E.J. 11 4'-2 " 6'-10" (o'-(o" 3.13 r' r u rn NORTH CENTRAL AREA k IREFEfR,- AO, 2, 2 00 t 00 LO ro (0 00 (101 00 -4- r--: 117 0i 0 c'� N 44 46 r-- r--: 00 00 11� V_ N N -It .1- -.4- -.4- .14- Q_ .14- C-0 m m m m m m m m m m m m m 1 2 13 20 21 47 59 62 63 72 % 10/119/011 4-531-9 1/21 1 5 1/2 13 1_6 /211 11 -1 F -]Oil 21 19'-Il 1/2 2 i�� (o 1/2' 1 30 24 3-1 1 0 Ll 3_1'-cl 1/2 1 44'-cl 1/2 -)l Lic 1 /44'-0 1/2 L 43 11 301'-6 1/2" 1 0111 '1 144' -011 39'-10 1/2 " 3,_v, 4 7r- 11 T r- 1 4-- 77s ` I III I I I O I R1 �R 10 RG) % (F),Y9 �160 U O n Fil R H CIA N u 4'-1 1/2 Oil I L 10 12 13 W 1b I I lLjl I I 1 11 I AC:C:ESS EASEMENT—— - 0 of b rp I Nv = W 1� cll L ....... T —lied r— &I 3=0 r 19 N 4 -4-1 26 tu? a 25 26 21JI2 2 45 I I I ® ' 4 1/2 Ji D .32 42 364 E fj 41 — F uv 40 35 V-61& OWNER/DEVELOPER N-1-11W 9061-F 39 36 aw am, VAIL RESORTS COMPANY 13J.6 DEVELOPMENT uv$ww M AVON,COLORADO N /y, HU — t �� I � r/ _ — — — � ;. _:.^_, — _ P X DESIGN ARCHITECT 1(2�� T_ IT .2 D 131 z T 8) (51 + Denver, Colorado A. 128 z CA 7 i ul ARCHITECT OF RECORD 13Z. EaL F 1 0 0 GLOVER SMITH BODE,INC A X OKLAHOMA CITY,OKLAHOMA AA - ___T_ I LL BEE. CIVIL ENGINEER ALPINE ENGINEERING,INC T I VAIL,COLORADO 0. 8 BHH.9 9> d LANDSCAPE ARCHITECT LJ _j S E GROUP KK BURLINGTON,VERMONT M.slow-q sm.-b. NN — __ — — _j 46 65 A- N q 26 45 41 64 ® 1 HAYNES WHALEY ASSOCIATES, I I a 0 I LO_L 25 2q 44 48 63 0 1 1 10 1 INC — ><TEND TO A to /dk PA�<ING �PR MAR IOTT 13PP.9 CR 11 24 30 4.3 401 62 t3 VOW-Y& INIMUM OF 31-61 HOUSTON,TEXAS 12 T2 CA__ 1 1 — --- — Q 0 70 5107 13 22 32 41 1 CPO JACENT MECHANICAL ELECTRICAL 64 65 LI) R=ACE - TYfz. 1 14 21 33 40 52 5q PLUMBING ENGINEER RZ_ F F BRR.7 tt�_ - - __ ABS CONSULTANTS INC (ll 10 35 39 J N 54 3RR.5 DENVER,COLORADO M_ — ------------- TT n :rllqa —L_ 0 — -4- 0 m i0b.-f ss INTERIOR DESIGN 46 SICIS jqI '1161 (5 �22) 1v- [�� 1 8 BTT.7 DALLAS,TX pal 11 1 1 O 83 82 8 8 WILSON&ASSOCIATES 1w smms 14, 46 SlaS ELEV ear LIFE SAFETY — — 1--,----- -1 1 __ _3T — I 7.9 1 7Z- _,�f N I L L VV (-F 1 46 SM 1379 BCER ENGINEERING INC 10 !o fo _"sm 45 SM N W.-3,& ARVADA,COLORADO L 1-0 A. L2 m: sss GU RD - - - - - - - - - - 46 SM r= TO 1UP 52 N , 45 SM ml OF-13- RA 56 . . . . . . . . . . . . .. 441 Sias V= I Ht4 0 4a sm ENT 51 BZZ.9 PROJECT NUMBER. 2094100 0� Sias su E - aze MOT-W ba 49 m mww& 48 Imm 2 5 2 2 p ISSUE REVISION DATE AAA - BAAA. AAA. /NN 2 8 D O3q 38 35 O M o'-Y A —alw wr-6-& -EL&am I JLLJ 3 ril luv I 7-T 4 b 6 a 11 5 26 WAf;V WALL T:) A -91& \,mv V46--y -N, EXTE7,0 TO A & r, 1 11 1 - I - i .-I- - BGGG.2 \mw al MINIMUM Or, ,3'-I,' 24 —FT A 0 0 0 ASOVE THE 12 SURFACE - T7. O•-6. loll 14 0 0 0 1 0 1 lay A2 20 1 9 1001, mmm _j __. ELEY MY vww BNNNA <�NNN. 0 E NNN.8 ELEV OW? !L 5A 1/2 - ^q vl� c --0 2!L 2 = I I (�) 18 0 _j k\(� —1 BQQQ.4 0:17 REV #7 10/19/07 U4 0 14 ............... 02 TTT 015 REV #6 08/10/07 BSSS.3 7- TT uuu A4 013 REV #4 04/12/07 (R 7 BSSS 1 11/17/06 009 PERMIT SET LINE �4EST �41NG REFER,- A0, 2 . 1 RE R6 40'-5 1/2 1 56 -1 1/2 " 1-5 1 1 1 1 1 1 1 11 z 91 -1 168'-8° 40'}3.. 11 1 . UPPER LEvEL 2 -GARAGE -2 2113'_121-2 "� 111-1111 121-1 1/211 1311411 241-2 1/211 &4 1-111 3 1-3 1 11 Zoo PRoJELT 137,- 1/2. 6 6 NQRIH 4 4 1 1 TRUE 453'-01 1/2, 4- - PROJECT KEYPLAN NOATII O Colorado SNFEWIt Col Ar, 2 3 4 0 �8) 9 10 18 20 22 23 .14- 00 00 28 00 LO 't LO 't C14 1. 62 65 (0 66 69 70 71 EAST ��ING 00 00 r- UPPER LEVEL Q0 c� c� r d°- co i 1`6 GARAGE FLOOR PLAN CIA N C4 04 n .14- co (D Q0 m m m m m m in m m m REFER,- AO, 2 . 3 Ag, co CD NOTE.- ELEVATIONS IND IGATED ARE mv ocwa-& CD C14 UFFER LEVEL TO THE TOP OF CONCRETE TOPPING UPPER LEVEL PAWING NOTE.- ON DOUBLE TEES. CONCRETE Ar, STRUCTURAL GRIDS IDENTIFIED GARAGE FLOOR FLAN F.F.E. 481011-ol U.N.O. COMPACT 31 AS SOLD ARE 'TIE-DOWN' cn Q TOPPING SHALL 5E ADDED AND TAPERED TO ALLOW FOR SLOPE TO SCALE.- STANDARD 106 CONTINUOUS THROUGHOUT A 0 . 2 . 0 BUILDING VERTICALL�f. C) DRAINS AND ADJUST FOR ELEVATION < PLAN NORTH TOTAL 143 om lorz TL 7 F3W 10 1/2 - 121" D IFFERENC-ES. U GENERAL NOTES.- FIRE EXTINGUISHER LEGEND/NOTES: _ 1. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL [W] SFEC - SURFACE MOUNTED FIRE EXTINGUISHER CABINET VERIFY ALL [DIMENSIONAL DATA. W FEC SEMI-RECESSED FIRE EXTINGUISHER CABINET ij 00 CID r 2. REFER TO SHEETS AII.51.0 THROUGH AII.1.0 FOR CONCRETE FLOOR AND r I FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER 7 C14 BALCONY EDGE OF SLAB CONSTRAINTS m m m m 7 8 9 11 12 13 16 17 20 21 23 24 28 ....... ... 3. OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH 1. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS 1'--1 1/2 10/1q/01 BEYOND EDGE OF CONCRETE SLAB: REFER WALL SECTIONS AND DETAILS TO BE DETERMINED AT A LATER DATE. 141 11 00 ici 9 101-11" '00 14'-0 1/2 " 00 111-411 40 12 14 (0 '00 11'-8 1/2 2. PROVIDE FIRE RATED EXTINGUISHER CABINETS AT FIRE RATED WALL S' 1/211 3-l'-9 1/2 4. CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM INSTALLATION. 0 0. COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL 21 FRAMING. (RE.- STEEL COLUMN SCHEDULE FOR COORDINATES - S5,21 4 S5,22) Q 2 5.22. 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL TO m 13R.2 =4 - - - - - - - - - - - Z H UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES NOTE.- STRUCTURAL GRIDS IDENTIFIED A6.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR AS 5OLD ARE 'TIE-DOWN' s 0 (o. REFER TO A( 1 0 GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS CONTINUOUS THROUGHOUT T BUILDING VERTICALLY. A A6.31.2 FOR PUBLIC AREA INTERIOR 1. REFER TO SHEETS A6.25 THROUGH A( I c� O o o I O O WALL DIMENSIONS. - I I / I I I I I I = I 1 I I w1 I o - U 8, PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM z 1,4 THICKNESS THAT ACHIEVES REQUIRED RATING. REFER TO UNIT PLANS TO NOTE.- ALL SECTION MAf;�J'<S NEW 0 LOCATE WALLS REQUIRING ADDITIONAL FURRING. THIS SHEET 4 INCLUDED FOR 13Z.5 REVISION -1. - o _46 AA t ) - - I - o c') ENLARGED FLAN WEST WING 0� — - ------ - - -4 � qq � 108 �,,.� UPPER LE VEL GAIRAGE FLOOR PLAN F.F.E. +8101'-O' U.N.O. cc 3 HIGH SCALE,- 1/8"=1'-O" STORAGE I PLAN NORTH 0 41-0@ 81-Ol 161-01 UNITS (132 TOTAL) 1 1 .1 1 .2 1 .3 1 .4 2 4 5 6 I I t ".V 11-4 1/211 KK OWNER/DEVELOPER L 12'-1" 14'-q" 101-311 24'-0 1/2'1 3 -a, 121-311 12'-10 1 51-9 1/2 u j 4 Z2 ro q'-o" 1_611 91. Oil q a 23 VAIL RESORTS 31-2 5_22;j 5. 2. 2 -0 1 11 24 DEVELOPMENT a 1/2 11� NN 1 ' 1/2 2 COMPANY FAINTrED PARKING AVON,COLORADO PARKING FOR MARRIOTT 2-1 4 ro F28 I - — 5101 PAWING ST (PING, TYF. 26 25 45 41 64 57,1 24"D SPACES (LESS THAN 391 1 10 1 251 29 44 10 1 1 DESIGN ARCHITECT HIGH) TYf=. _01�1 24 30 4� 4q ro 2 QQ ..............= 0e42 3'-0 1/2'' — L 91- 0 al-oll al-011 L 24'- 4240 7 51 13 22 2/ 41 51 ro 0 _L 2 I NA 5.1-it -7 1 4 1 -1 21 33 40 To, 1 01 0 Denver, Colorado 52 59 -q q 34 3q I - I I __ I — BRR.7 2 1 ro 19 35 ARCHITECT OF RECORD <00"' -1 A6 GLOVER SMITH BODE,INC•I I 1 54 5 U1015 �_20 11 15 3 ro r2 OKLAHOMA CITY,OKLAHOMA _T FEC STORAG SPEC CIVIL ENGINEER S,,/ U104 I I ALPINE ENGINEERING,INC F`28 ---- mx VAIL,COLORADO -I -to 46 I!KIS Idl- 11 46 SKIS LANDSCAPE ARCHITECT — S E GROUP __T746 SKIS It —4 — Ck BURLINGTON,VERMONT 46 SKIS 1 000 46 SKIS STRUCTURAL ENGINEER VV 46 SKIS ro 5OLLARD HAYNES WHALEY ASSOCIATES, 0� 46 SKIS f INC (n 1 21 cn' L0311— TYfm. 0 0 0 0 0 0 (n 0 w U) w Vn) (2 ( - HOUSTON,TEXAS I m1_ I m__ is 155 1m__ 1m__ m Po m rn 6 0 0 0 0 46 SKIS PARKING 0 0 0 0 0 0 10 0 0 0 MECHANICAL ELECTRICAL 0 a to (0 (D (0 (0 — R — E — — — — — — 46 SKIS SECURITY PLUMBING ENGINEER 46 SKIS RAMP SLOPE ® ABS CONSULTANTS INC 1 DN �GRTES DENVER,COLORADO SKIER 46 SKIS @ STORAGE 46 SKIS INTERIOR DESIGN L44" CLFtAR RE\Q'C 1 46 SKIS 2 WILSON&ASSOCIATES I I I Aq. DALLAS,TX SPEC, (n 46 SKIS Ld 7;E4 -IN -IN-IN 46 SKIS LIFE SAFETY _j ,V-V-;E4 7;E4 7;E4 7;El 7;E4 c\j ix w ir Lf) W (n U) V) En BCER ENGINEERING INC 0 Cl 0 S2 0 m y a- m m m m y y W V) V) (n 0 V) (n U) (n U) (n (0" 5OLLARD ARVADA,COLORADO rl- I r- -40 (0 Ic0 co U) co co (n AA or 0) I + i I _q(n (n U111011u) — — .. - 'L - " __& 01 PROJECT NUMBER- 2094100 BAAA. AS WAY 48 41 P-3 CIA STORAGE ISSUE REVISION DATE 53 52 0Z C'q IN : tA) 103r P22 A 0 0 0 0 U) U) I— f--- N N N N F`28 C 4 N Nq IN ELEV <r 7Z 2 M02 t7 NI L � - f" 01 q 004 A 0 Ul p p C\j at oil a,-011 SFEC, 1 Oil cil-oll oll 8'-O' '-q" 0 al-oll &1-411 a _ al-0 24 -0- 211-10 1/211 - 011 A -31-211 31-211 oil r 3'-a 1/2' H CIA 2a 0 Aq.l 3TAIR. 01 190A STORAGE 1 31-211 31-011 31-0 1 , 1 31-011 1 al-oll 2'- 1 2'-11 1/2 ,-2'-1 Oil lAO17 REV #7 10/19/07 1-011 1-011 1-011 11 -0 91-01 S'-qII 1-0 11 I-oil 11 015 REV #6 08/10/07 Ullq q'-O" LO cl 0 oil L rl 9 L IrL 9 L OIL Iq' 1. �/L L )L L L ILI) L )L q1_ I L A(o SPEC — 19 L 014 REV #5 05/04/07 F4 31 f=AI NTEID 013 REV #4 04/12/07 El; f=AWING A4 009 PERMIT SET 11/17/06 N NON it -1qI i I _j CIA P4 i _ 18A 5A #1 cm t) 18 1q 2 21 RRR REFER TO.- ice A) A2.5.1 r_A WEST SIDE DTT \ O 12 NOR� 22A A - - - - - - - - -- - - - - - - - -------- W TTitIE uu J PROJECT KEYPLAN /0000 11S4 -V2 7 0,' ENLARGED PLAN At; V? 1 21-1 1/211 1 0 0 1/2 WEST WING 4'-1 1/2 - 77 12 r- UPPER LEVEL 00 12 _39'-REMEWED By C) GARAGE FLOOR PLAN CD 4- m 111'-3 — T_ S'-8 1/2 C'4 1-1 FEB 2 6 2008 6 -3 1 .1 1 .2 1.4 15 18 20 22 23 28 co 11") 00 11� 7 CID co S uilt Colorado N o6 C3 N r--: 1`0 ---j r__� 0i A0 . 2 . 1 m I m m C\A L NOTE. ALL SHEET 4 1 15 r _1_ THIS]VI:!REVISION R E 32 U • 7Y Tail T9, /_-T < m m m m m m u rn GENERAL NOTES.- 1. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONAL DATA. 00 LO r10 00 V) co 00 2. REFER TO SHEETS Al 1.51.0 THROUGH AIL 1.0 FOR CONCRETE FLOOR AND L6 rz 0') 0 CN r- r- 00 00 C14 n BALCONY EDGE OF SLAB CONSTRAINTS m m m m m m m 43 4'-10 1/2' m m m m 1 1 20 21 3 4 26 28 R11 32 34 35 36 39 11-51 42 44 46 47 8 49 56 3. OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH I0/Iq/01 BEYOND EDGE OF CONCRETE SLAB.- REFER WALL SECTIONS AND DETAILS 11-41 ]I-ON 3'-0 11-4111 2 1/2' 2 1/2 - 1'-1 1/2" .00 IV-4 '00 8'-3" 00 12'-5" 4 14 -01 6-0 1/2'�-� -Ci 1/2' (o'-(o III-a 1/2' 12 -5 1/2" 13'-10 1/2' #1 12 -11 1/2' 4 .0 12'-0 1/2 .004. lo'-(o 1/2-'--- 4 11-21 a'-ll 1/2 10 8'-4 1/2' 21'-3' 4. CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM 1 1 5'-3 1/2' COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL 33 -101 ill 1/2' 13'-0 1/ 44'-0 1/2' 21 -111 1 FRAMING. (RE.- STEEL COLUMN SCHEDULE FOR COORDINATES - S5,21 4 S5.22) 00 - -- 2� R10 RG E?. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL IINNN-4 UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES )NNNNNNNNN1 -——————————--- 3 HIGH R (o. REFER TO A&.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR 0 STORAGE GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS UNI S (132 ................................................................. PRECAST 5.2 TOTAL) CHANGES HAVE MOVED WALL 1, REFER TO SHEETS A6.25 THROUGH A(b.31.2 FOR PUBLIC AREA INTERIOR 0 H TO THIS WALL DIMENSIONS. OFFICE I D I 1 2 HIGH LOCATION cn 2 STORAGE UNITS CAUSING LOSS PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM U 0 UIOq I 1 1 ?0 1 OF 3 UNITS THICKNESS THAT ACHIEVES REQUIRED RATING. REFER TO UNIT PLANS TO % (DUE TO LOCATE WALLS REQUIRING ADDITIONAL PURRING. u u OFFICE ulOq STRUCTURE 1 4 ABOVE 20 UNITS �51 tc� w ?0 AL) FIRE EXTINGUISHER LEGENDNOTES.- OFFICE RJ P4 0� 11 11 A5.1!j I I U108 W SFEC - SURFACE MOUNTED FIRE EXTINGUISHER CABINET 11NNNNINNNN1 I T 4 4— cn 12 13 14 1 SO FEG - SEMI-RECESSED FIRE EXTINGUISHER CABINET CLU5 kl `t, rk1 *1jk1 r2k)k �g FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER STORAGE U110 ADMIN P22A p5x I F3 A .1 .1.1 b I L 1. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS A, so U101 TO 5F: DETERMINED AT A LATER DATE 19> 49 2. PROVIDE FIRE RATED EXTINGUISHER CABINETS AT FIRE RATED WALL UIIIA P22A F I INSTALLATION. OWNER/DEVELOPER 5.2 TEEN 4 41 34 C VAIL RESORTS MECHANICA 2 21 2 L L21 4 0 (U112A ROOM 4 2B 26 2q& ROOM 46 I NOTE., I AREA WAN FE zo U145 I.T. STRUCTURAL GRIDS IDENTIFIED DEVELOPMENT NID -cQ1 5 11 1 45 -DOWN' COMPANY AS BOLD ARE 'TIE-DOWN' AVON,COLORADO ,21 44 KKXX-16 X> Kxxxx(>CXX>l KXXxJxy-xXy-xXxXxxx) CONTINUOUS THROUGHOUT 44'-9 l/ A BUILDING VERTICALLY. 0 -u F22A 43 3 P3 - P3 11 ` 4- z FE 42 E DESIGN ARCHITECT Ull9>A D MEN Al 41 I U101 LET 11 11 \gA15.l0,V CIA P22 13 40 35 Z6 14OMEN gq 36 f=AINTED T I I Denver, Colorado I PARKING PH JANITOR F3 E4K] STRIf=INC- U132A CORRR 3-1 w NOTE.- ALL SECTION MARKS NEW J I I j 1 Ib Tyf=. 132 THIS SHEET 4 INCLUDED FOR ARCHITECT OF RECORD 22 77 5.3q. C14 r REVISION I cow P22 CORRIDOR OKLAHOMA CITY,0 CLAHOMA P22 C) U132C U115C U1155 -EIJ CIVIL ENGINEER N 4'yo ly Nor— II ALPINE ENGINEERING,INC 0,11 // I // (a b CCI VAIL,COLORADO M / _j I w -1 1 U132 U135A ELEV. F"25 P22 I 7" 7 LANDSCAPE ARCHITECT :R0 — f IrN - .. S E GROUP A �uj=3 BURLINGTON,VERMONT U) Lq L46] N -E.J. STRUCTURAL ENGINEER ELEV. L0513Y AHU-1 HAYNES WHALEY ASSOCIATES, INC EF HOUSTON,TEXAS -- — ---------- cli c� p ELEC. 9 VALET MECHANICAL ELECTRICAL cfN GQRR PLUMBING ENGINEER Q El- 04 Em L *S P(O DENVER,COLORADO EL Vo 0 U1315 INTERIOR DESIGN WILSON&ASSOCIATES 13R.2 k V, q`), DALLAS,TX TYP. E.J. .10 .1 LIFE SAFETY BCER ENGINEERING INC j(j) I m yro A6 ARVADA,COLORADO 5FEC 446 ��a lal-(01 L & 22 PROJECT NUMBER 2094100 4 w J 3 1/2 ISSUE REVISION DATE ———--———— ——— —————— — —— cf) 6 CV ff% 13Z.5 —Li cu) _ck AA AA Lu MR1 Cc% O 0- 0- (j) (D U) LLI LLI 0 \R1 0 0 in -q OL OL U) E.J. RE. AI 1.52.2 FOR EXTENTS VAL�F=T BHH.9 AED> 016 ASI#4 10/08/07 N SPEC \Qj /bVO 15 REV #6 08/10/07 REV #5 05/04/07 CfN Sim, \"zj fj 014 tNiiiiiiiiii j 4 013 REV #4 04/12/07 91-011 24 - 01-11 al-311 a -01 41- 1/2 11 3(01-01 1 10 1/2' 1 cr-011 "� 7 9,-oll Iron 2 0'-3 1/2 u 01-31-""""" m.7 7 009 PERMIT SET 11/17/06 7 7 momw 3'-51/2' 4'-0 1/2" 1 , 2'-9 1/2' 2 -a 1/2' 2 Cl (0 L a L 12'-5' L 22'-0 1/2' "03 (0 _q 1/2' (b -01 L W-0 1/2' 27'-8" 21 -51 0 101-6 1/2' (1161-11/2 2 1/2 8'-11 1/2' NORTH CENTRAL PARKING FOR MARRIOTT 20 21 22 23 28 RRE +010-1'-0" 42 48 49 56 .14- 0 00 n @ Lq N� vi 0i 4 d CIA 04 N CN4 n It 14- m m m m m PROD= NOR1 TFUE NORTH PROJECT KEYPIAN ENLARGED FLAN NORTH CENTRAL AREA Z� ENLARGED PLAN UFFE R LEVEL GARAGE FLOOR FLAN F.F.E. +81011-ol U.N.O. REVIEWED BY NORTH CENTRAL 0,2;� SC:ALr=.- 1/51=11-011 OMNI UPPER LEVEL 00 C) 0 *-01 81-01 161-01 C) FEB 2 6 2008 GARAGE FLOOR PLAN PLAN NORTH V- SAFEbullt Colorado A0 . 2 . 2 4714 C) A MOVED C N m C2 D C2 . 2 �-O 11/2- L3 -tr -9 l/ L . � 2 A��f=R�E��C;A S�T T CHANGES HAVF:I G S ' OVE ALL 0 TH LOCATION N C US I TIO LOSS E ED WALL To T141S LOCATION CAUSING U 5 IN-Z LOSS r G OF 3 U TS NITS u rn S'-4 1/2" 15'-6 1/2` '-S 1/2` 10'-5' 22'-10 1/2' 1'-O' 5'-S' 30'-2 1/2' GENERAL NOTES= FIRE EXTINGUISHER LE GEND/NOTES: '-� i/2 49 2 A0 . 2 e 3 48 � 56 � 1. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND m �" m n72 REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL SFEC - SURFACE MOUNTED FIRE EXTINGUISHER CABINET - • • E - VERIFY ALL DIMENSIONAL DATA. • ' D M FEG - SEMI-RECESSED FIRE EXTINGUISHER CABINET - - - 2. REFER TO SHEETS AI1.51.0 THROUGH A11.-1.0 FOR CONCRETE FLOOR AND 140 II 1 S'-O' * FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER 5ALGONY EDGE OF SLAB CONSTRAINTS 1. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS 4'-4 1/2 ,�, _ ° 3. OUTSIDE FACE OF METAL STUD WALL FRAMING TO 5E LOCATED ONE INCH I f. k ,. r:.. I 10/19/01 5EYOND EDGE OF CONCRETE SLAB: REFER WALL SECTIONS AND DETAILS t0 5E DETERMINED AT A LATER DATE. 138 - i - UPPER CI--TILLER PL4NT 2. PROVIDE FIRE RATED EXTINGUISHER CABINETS AT FIRE RATED WALL _ Q I I II - I _- I II - I- Ir 4. CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM INSTALLATION. -�-- I I in 5 -S 6 1/ I 10 -O _M 2 12 -011 T H OPEN TO BELOW COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL I I ----- - FRAMING. (RE: STEEL COLUMN SCHEDULE FOR COORDINATES - S5.21 t S5.22) '. $ - 142 "qj" �, 2 5, REFER TO ARCHITECTURAL DOCUMENTS A2 SERIES FOR ALL RESIDENTIAL I 13 I I o I SFEC CORRIDOR '� �,�� .36 i•� UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES r- I I U131A - �_4 0 RD z 6. REFER TO A6.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR NOTE: _ -- GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS 7 STRUCTURAL GRIDS IDENTIFIED O M AS BOLD ARE 'TIE-DOWN' I I 1. REFER t0 SHEETS A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR CONTINUOUS THROUGHOUT I I I U130A I •• F EL #8 \ WALL DIMENSIONS. BUILDING VERTICALLY. O 143 FE I ° `i•,41R S. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM I o o . • , . , _ ° V THICKNESS THAT ACHIEVES REQUIRED RATING. REFER TO UNIT PLANS TO _ _ _ I_ 6 _ _ EL C. OOM - a ° 1 _ - _- ; f _..-::_. .�, LOCATE WALLS REQUIRING ADDITIONAL FURRING. Eoo�l I 1 �� N V u U13gA UI3q - x 6 u138 I � 1 � - _ , , --- 1 n132 I' Z C NOTE: ALL SECTION MARKS NEW I �c� - I W 3 THIS SHEET 4 INCLUDED FOR 5•sa• REVISION �. I I I ® W ~ ao MEC AL 131 I I 6 FEC --- - -- � 1 _ �. xj O I EL 0i 1 - B�JPL I- , 1 -I j \ - -- -f -_ W ELEV• I I I LOB Y P5 DIR OF I - i-- I , - - --I I •, ENLARGED FLAN EAST WING _ I u126 P28 Ln E%. UFFER A FLOOR P6 UI2g -GARAGE C�� O .. �.�.. �� `- �� 1 F.F.E. +810 -O U.N.O. m I ELEV. I U130A � OWNER/DEVELOPER N 1114 0 SC-ALE.- 1/S"=1'-0' I U12gA VAIL RESORTS LE= sc,a!_1 vs = 1-o I I EQUIP. ENGINEERINCz € o 41-02 s-0 161-01 I I ROOM I U130 i , f 1 3 DEVELOPMENT PLAN NORTH - - - 3r - AA P3 = I ;" 1 COMPANY I 1 r MECN = � , 1 121 O ( U133A I N U14� f ;! \ I I N AVON,COLORADO • I / ,� _ , I I 1 P28 - 00 00 00 � r) LO Aq.lo I P I I 'r '�•� .11 � BEE.6 I I �p 3 DESIGN ARCHITECT L0 1� O-) 4 O N - - T - - - - - - N m 28 m m -.14- m d" 125 �- - _ 9,5'-6 1/2 3'-6' m m O _ U144B -' N - P3 10 11 't' N BHH.9 4240 2 1/211 II I � I � I " � � - _ - �- - - - I _;__/-•« «•.�-_„°/_ a_.�.-_-..�- K Denver, Colorado I1'-2 1/2 11 -S 1/2 2� -S 2-1 -5 13'-9 1/2 13'-4 1/2 151-111/2' �� _ --- -- I _ ( C B LL•8 ARCHITECT OF RECORD I 1 _ 1 RIMP �- _ __ N GLOVER SMITH BODE,INC M A T C H LIN ' - L - OKLAHOMA CITY OKLAHOMA ROOM !; ;_ _- .. ._- ,;. _r,- 0 o , U1441 I� 'E r_�::_-_-r4-...�w_-_.________ '-->.. _�: •';�_,:�, " , PARKING o mmT 4 __•_, PARKING FOR A RIOTT 3 PAINTED " _ I 3 _ CIVIL ENGINEER ' PARKING I T' SF C - 1 E', I '� I � ALPINE ENGINEERING,INC Fula 0 N E 1 VAIL,COLORADO STRIPING, O II 1 1 I I I I I TYP. I I I O I U144A _ ? I � 1 ;�l -:_.,._._._ II BPP.9 ,, LANDSCAPE ARCHITECT 2'-6 1/2' 66 X01 _'�r, 3' 1"./11 ; l 1 ;.. : ; I S E GROUP I u 3'-11 1/2' -- BURLINGTON,VERMONT I_g 24 -O - I g'_0' 2 SPACES 0 9'-0` _2 SPACES 0 8'-0' g'-0" 3 SPA a� '-O'=24=0' 2 SPA ES 0 9'-O' 4'-2 /2" 24'-4' c� - 36 -O - QQ - - - - - � - P28 , :' � � - - C-4- STRUCTURAL ENGINEER 18 011 U S ........ ..,,...:a ,-ati �- - A5.3.7 HAYNES WHALEY ASSOCIATES € t _ > 6 I I - € 5 N 8. IM. . 0 u� 64 65 INC • .4 - B R R.5 HOUSTON,TEXAS I MECHANICAL ELECTRICAL BRR.7 5.10 PLUMBING ENGINEER ABS CONSULTANTS INC DENVER,COLORADO U U U SS 1 INTERIOR DESIGN F� r WILSON&ASSOCIATES I � � � � L � S M. O ----M - - 162--- --------- 63--- I ----•-- ` -! - � ---- 6 8 DALLAS,TX -- 82 O S1 SO OU 1q 18 11 0 16 5 14 13 12 6 L s LIFE SAFETY I R BCER ENGINEERING INC ARVADA,COLORADO 31-41- U143A BTT.9 1 PROJECT NUMBER 2094100 3 q 1 ' � 60 1 I_1 1 TYP. A5.4 5.10 51 I Ca 0 I ISSUE REVISION DATE I I I 31 I w a0 54 6 1 I � SLOPE " 55 52 MECI� RM. O RAMP o o I „ 58 N 5�1 56 51 UI3 I 5-1 50 N I I I I I I 1 6 36 I I o I 58 4q I I I _ i BZZ.9 S• c!� 56 COMPAG 51 P28 5q STORAGE 48 Im Aq.3 P2 �� U140 4� i - � - - - - _ ------- -- - A 5 BAAA.2 4 Q 4 d d d I STAIR. 04 - \ I F 0 IL fL IL (L 1L (L I I 1 12 - 1 46 FO 45 44 43 42 41 0 40 3°I 38 35 I Fwr - \ // I I A5.5 i 0 o O O O O O O 1 3 36 31 3 3q 40 41 42 43 44 1 1 I I 1 U U o U I U U o U 1 I SF 6 ( m I I I I I '�' 017 REV #7 10/19/07 S. 1 `_" U 2,4 C 10 U14 A 1 1 6 015 REV #6 08/10/07 3 -341 3 3 3 3 2 8 5.5.1 S M I co U142 1 5 014 REV #5 05/0.1/07 Imo . . I ----- ------ 1 BEEE.8 i 013 REV #4 04/12/07 1 - I U141A ( I I I I 009 PERMIT SET 11/17/06 i I I I I 1SFEC I EL I STORAGE BINS (2) HIGH (12 241- 3 SPACES S'-O'=24'O' 3 SPACES Q S'-O"=24'O' 2 S ACE '� g'-0' 2 SPACES g'-O" I 3 ELEV. LOBBY 6 -I 8 1 5 26 �; TOTAL)1. 5 -3 1/2 I II = 18'-O" = 1 '-O" I 6 q.1o. U141 I I I O I O 2 -10 1/2 6'-9 1/2' 6'-4 1/2' 4'-1 1/2" I 2 N • `•`I'•, - o0o _ I P28 12 23 N BGGG•9 OO OO - N I p 33 A C,+ 13 22 c� 1 I � II II 2'-10' 2'-6 1/2 2'-10 I/2 4'-4 1/2' I `�' I ° I 14 I 21 N i EAST sinE 11` 3 SPACES '-O =21'0' I 2 SPACES 0 S'-O" g'-0 3 SPACES '� S'-0`=24'O' 3 SPAC S 0 IS'-O'=24'0' g'-0' 18'-S 1/ " 20'-O` 34'-4 1/2' N 1 I 3' PAINTED I 1 I N A5.6 I NORTH PARKING I - I I 19 1 oR�H STRIPING, TYP, I 32 I-1 P28 Is N MMM I PROJECT KEYPLAN _ I I U U U U U U I U U I BNNN.4 I M d 4 4 d d 4 4 _ _ I ENLARGED PLAN N I O • X I X x x I II< P28 P3 o I EAST WING 1 2 _ BNNN.8 I N UPPER LEVEL 00 O O O O O o O O O o O •-r- -- _ -�-"- _ N_ �� C) I U U - U U U U U I U I II I II I II "II GARAGE FLOOR PLAN N I _ 1 I I I I I I I 41-21/2 1 -3 20 -10 1 -g 14'-1 1/2 15'-il 1/2 4 6 1 of BQQ•4 26 2p03 lq 2 21 22 23 2 25 26 21 28 2 30 31 \ I BSSS.3 N N 2'-01/2' ° 66 69 70 71 1 I �E8 \3�a I m 1 . 62 m m m I } Colorado C 1 I 5 0 (0,_(0. - - - BSSS.4 S FEbu I I II 1 1 -10 �------- 5.4 ---- A5.1 ------------- A5.6 ---------------------------� 5.2 U n' r-I rn NORTH GENTIRAL AREA REFS R. A0. 3. 2 00 r- 00 00 1_0 ro (0 00 .94- (D r_0 00 06 N 0i m 44 46 m m m m m m m m m m m 2 D 52 62 63 72 10/19/01 F_ 441-ol/21 a 0 -( 0 43 -01 3cl'- 1/2 1 3T-9 1/2" 241-,51/ L 101.- 21 L L .0 1 4 10 �R D1 IkAll 0 10 (R)Y9 0 :CR G: 0 1 01 R H FNNNI� T 0 .40 U 0 U 0 V ACCESS EASEMENT N 17 C-4 CONDO LEVEL— 0 --- 44- 111 4 . ...... U m&w-V 72, of / I� I I / 11-T, �ml :-,i rr `A6 T_ D D 10 - f Lw alq.-q.w I F M. s �_Euy eiw-a fNNNNNq \2n6 Y6 W7 0, L,H, H 13J.6 pl, I L&W11-0 N jq Lw LO a Ice LO WARM M 6 OWNER/DEVELOPER _F F - N V VAIL RESORTS BN AwV mw-,r I DEVELOPMENT Q COMPANY 2 11/2 AVON,COLORADO 6 j_�WV _V� 81191 ==T V ni DESIGN ARCHITECT T tr t 8 8 ELEV 111914- :]`K (0 IiEV 8114 7 Z 41 -/6\ 2 4240 6 i \ I - AA -Ril- M-11 -f7= BZ.5 Ofe 51- E � 4AY a"W-0 Denver, Colorado 11 1 1 -1 BEE. 6 FROMS 1' /1 aw mw-a 4 BHH.9 DD Es ARCHITECT OF RECORD 4- GLOVER SMITH BODE,INC -4 t?7�7 9/7 Z7 OKLAHOMA CITY,OKLAHOMA C4,) 0 B LL.8 CIVIL ENGINEER E�v 81w_& KK mrr-v a ALPINE ENGINEERING,INC VAIL,COLORADO 76\ BPp.9 NN 1P /b\ ON Lu LANDSCAPE ARCHITECT R V5110 (541C EL V.) 0L W w S E GROUP -3AA "/6\ #1 ff r) r7, 19 n BRR.5 BRRR.7 STRUCTURAL ENGINEER t BRR.7 HAYNES WHALEY ASSOCIATES, 104 01 INC ply (D HOUSTON,TEXAS R SS ry m"", &6j NV-& t \2!�6� \& vzgr_�Izzz MECHANICAL ELECTRICAL 32 30 2S 126 137.9 _V. zz PLUMBING ENGINEER ON =L BTT.7 VV — �_d I DEN 'ER,COLORADO UARD TO 1_6811 CON 0 WEV.EL I I EXTENDITO 6 'V 137.9 TRH yy U12i �t -10141— 0 RAMP 4& 4& WILSON&ASSOCIATES .341-41 uf= 1:5 Z_Z_�j DALLAS TX 60 BTS EaLD SIR A50 /E THE aw V A 60 BTS LIFE SAFETY 60 BTS ADJACENT ME"arp4l Zu, C� :3 60 BTS SURFA 60 BTS AAA BCER ENGINEERING INC jQ_'jg 7bl 14 ARVADA,COLORADO BAAA.2 RAW PN RAW ON BAAA.2 DDD NJ I \ 1. 1 PROJECT NUMBER. 2094100 RAWDq _ T /-k Gq 'b Of z ND-0 L EVE DN 2 ISSUE REVISION DATE . . ..... BEEE.8 AL: 11 u V 0 013 71 LLW III Af- -4 - —(R B L GG.T HHH L L c) V L 1 171, mmm 0 INNNA L F _119 0%a IF -------- r iiii L BNNNA 2Y 2Z 5A 3T 2X I I I 1 00 00 1 #6 #7 1 7 iii..Im I I #b A32 A ss. CV TTT '0f=tRTy L.INI BSSS.4 1 174 11 REV #6 08/10/07 uuu . 0 RE1_01 tim – 013 REV #4 04/12/07 n� ------ .9 A4 009 PERMIT SET 11/17/06 FF 611 \< WEST" �4INC 0 - 1 911-11 1 1 1 1 1 1'-0 1/2' 1 1 r 00 fREFEfR, 4 y — — — — - -0 1/2" -1 1-91 1-111 I-IN 1-51 N 11 1 I 120'-5N IL L 23 -10" L 17'-q" L L P 15 25 16'-1" 1 3q'-5' 3 -6" _(0 11 -01 62'-6' 11 1 1'-4 1/2 a,_(o 1/2 453'-9 1/2 GAI2IEN LEVEL 2 3 8 10 14 18 19 20 1 22 23 2@7 28 48 (r�4 9� 1 . 1 . 65 66 69 70 71 PLAN "T3 7 0i c� cd 17� r6 Aro 11.R1 PROJECT KEYPLAN NOTE.- ELEVATIONS INDICATED ARE m"0=0 6 2 "d- m 04 t It (0 co co TO THE TOP OF CONCRETE TOPPING \51, m m m m m m \ D EAST WING ON DOUBLE TEES. CONCRETE A uLcm11A1 TOPPING SHALL BE ADDED AND REFS R.- Ac, 3, 3 Ln TAPERED TO ALLOW FOR SLOPE TO GARDEN LEVEL V: GARDEN LEVEL PARKING DRAINS AND ADJUST FOR ELEVATION NOTE.- PLAN STRUCTURAL GRIDS IDENTIFIED A DIFFERENCES. r, GARDEN LEVEL FLOOR FLAN F.F.r:. VARIES COMf=ACT 29 co Q AS SOLD ARE 'TIE-DOWN' CD SCALE.- 111roll 1 11 STANDARD CONTINUOUS THROUGHOUT REVIEVIED BY CD =1 -0 r1j 01 70. 77. "32'-01 BUILDING VERTICALLY. TOTAL FEB 2 6 2008 0) SAFEbuilt Colorado A0 . 3 . 0 C) I 0 cmd u rn GENERAL NOTES.- FIRE EXTINGUISHER LEGENOMOTES.- 1p U? - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- I. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND r- 1010 N 1 r__ REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL 111 SEC - SURFACE MOUNTED FIRE EXTINGUISHER CABINET m m m m 00 ..d- 00 N 12 13 C-4 m m m c� VERIFY ALL DIMENSIONAL DATA 1/2 0 1/2' 2 1/2' - SEMI-F 20 M FEC �ECIE ESSEP FIRE EXTINGUISHER CABINET 2. REFER TO SWEETS All.51.0 THROUGH AII.1.0 FOR CONCRETE FLOOR AND !9 FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER 121-51 -ON 101-11, 141-0 ll'-4' 1 81-311 121-51 141-ON a T I I'-B 1/2' BALCONY EDGE OF SLAB CONSTRAINTS I. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS 3. OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH 01 AT 0- TO BEYOND EDGE OF CONCRETE SLAB: REFER WALL SECTIONS AND DETAILS TO 5E DETERMINED AT A LATER DATE. GRID 2. PROVIDE FIRE RATED EXTINGUISHER CABINETS AT FIRE RATED WALL L INSTALLATION, - - - - - - LEG. 90�G .00000 4 CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM 7 Rl[)- ; ,\-FEC I Glib COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL A Fg=-q I FRAMING. (RE.- STEEL COLUMN SCHEDULE FOR COORDINATES - S5,21 4 55,22) Q NOTE.- 400e 1165) 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENT UNIT SLIDER DOORS To EXTERIOR HAVE 13R.2 RESIDENTIAL STRUCTURAL GRIDS IDENTIFIED 5- CORRIDOR UNIT SPECIFIC DIMENSIONS,NOTES,DETAILS,AND SCHEDULES AS BOLD ARE TIE-DOWN CHANGED. REFER TO INDIVIDUAL UNIT I P4 CONTINUOUS THROUGHOUT PLANS FOR REVISED CONFIGURATION(S). A= LqL10_1 (o, REFER TO A6,23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR BUILDING VERTICALLY. s GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS I LOu\1/ER, 1. REFER TO SHEETS A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR RE MECH- CORRIDOR WALL DIMENSIONS. NOTE.- ALL SECTION MAWS NEW V THIS SHEET 4 INCLUDED FOR 8. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM REVISION -1. P21 E.:23 THICK NESS THAT ACHIEVES f;r=QUII;E[) RATING. REFER TO UNIT PLANS TO C _ LOCATE WALLS REQUIRING ADDITIONAL BURRING. z 4q 0 ON, 13Z.5 jNNNNNN1 VER, 41 C4 1z P21 E NLARGED PLAN WEST .1lll,,Nil4ING _q U 0- 0- AA A A GARDEN LEVEL FLOOR PLAN _E_ 0 u 0 "Vi ()' ° DG'8 ; 0 cf) 0 u C) IC�3_ SC:ALE.- 1/5 =1'-0" l=.F.E. VARIES PLAN NORTH 01 0 70. 7-0. 16-01 CC ONNNINNI 1 1 .1 1 .2 1 .3 1 .4 2 5 - - P� W \b LOUVER, r1l) I 2'-6' 1-11 1'-4 1/2' 1-311 1_511 I DD 12 r 14 10 24'-l' 1 25 -11/2' 17'-61/2" '9'-11 1/2' 17'-1' 4 111-31 3'-41/2' 36-1 1/2 INNNNNNNNNNNI 11'-5 1/2", 7" _8 _001 FEC H HD9 I I- cft KK P4 C, 131-21 X P24 5.22. C I I m r1h 771 4 LIN L f I OWNER/DEVELOPER Ol 1 mmm 29 JI cil-oll 1.011 I-oil I- C11-01 11 1/2 r 5 cl A'-4 1/2� cl L I o'-11 1/2 L cl 1/2' 10 VAIL RESORTS P14 41-101/2 DEVELOPMENT P4 Zltl #9 j , f=AINTED. COMPANY DIN f=AR<ING AVON,COLOR-ADO R 4 STRIPING, 2'-1 1/2' u TYPE 'A UNIT N / 1`0, REf:ER TO.- DESIGN ARCHITECT "45.Fir A2.66.1 R3 00, 01r/ rr B�RR.5 > C11 Sp 2 0 -0'=IS'-O" 0 -0. P -0 =36 1< BRDR7 \\j 2 FACES 9, 1/2' 4 4se 2 C -1 V5.22, r_1 17-1 q Denver, Colorado C) F__ U- -M Ell . - - S (K4 '00" 1 L 32 30 O �- (3 - ARCHITECT OF RECORD r_J CORRIDOR S S GLOVER SMITH BODE,INC C14 OKLAHOMA CITY,OKLAHOMA cf1 Z10000' F6109 SFE O r, V__5 RTT-9 F_ �Jv 4 L Li-i 10000, ool 7" T- ALPINE CIVIL ENGINEER ENGINEERING,INC oo, 4_0 L _j CIA VAIL,COLORADO 0 aQRRID0& LANDSCAPE ARCHITECT 0A 2 co S E GROUP 14 BURLINGTON,VERMONT 17% l I (-) 11 1 -A G 13A P21 STRUCTURAL ENGINEER WOMEM HAYNES Xyv'HALEY ASSOCIATES, 1-2�& � INC TOILET �cj .4000 160 BTS I P22A HOUSTON,TEXAS VESTIBULE M N 25 Rio 160 BTS] - MECHANICAL ELECTRICAL 6.2 LOBBY 1 1 160 BTS I TOILET PLUMBING ENGINEER F PA - _14 .00 17 ABS CONSULTANTS INC F60 BT IF2A 707 DENVER,COLORADO LOUVER, 1_L_ G 103 160 BTS I REF.- MECH. _n V) c/) c/)cn c/)cn V) U) U) c/) r) cf) .(3 I� �2�9 2-1 INTERIOR DESIGN - - _ 11 , . '.., -La 4110 LQ La WILSON&ASSOCIATES PEG U) DALLAS,TX N - I QQ QQ QQ QQ_ a CSI q,4 O 1 1 HAAA_�� LIFE SAFETY oo NODO ODOOOOO 000000 0 C:) 0 C) 0 P4 -j- LO (I- I-) ro 0 nj�fj)Ln[njrf)jjr0jjr1r)V V)111-A N) EC-- BCER ENGINEERING INC 1040- nmu-ji 1-0 L,21mm SKIER SERVICES 03 Jr- ARVADA,COLOR-ADO 4 ELF 02 EL 1 0 - - - - - - C) G:f cl� n- H.O. P25 PROJECT NUMBER- 2094100 RA < < < FEC 2 RAMP r)� CORRIDOR C. DO VELI < < < < G108 -C UNICATI 0 c P4 �_14 "V8' 19 REVISION DATE EL V. LOBBY LOUVER, ASS AC iE WA -1 .1 G10 - 7' R7�i�\ A.-.I - ll - - - - -I=- BEFE8 [)G-10 j0:0 E C31U 1 \_Qj L L III LQ GI 1�11 mm Cl 4 1/2� 1 000 '13 1 Im, i5l-21 �N�2 1/2' 1 4/P4) Na.- - - - ;W ___1 - 1 [3 F FEC e5A 4) GGG 53z 1 14�23 1�4 _( L'JL�NL_ --I - I awl -Z-- - - - - Ri , I I - - _ ::T_�] HHH I 7 ccl 0 JJJ _LGHL - 7 77 C-4 El LL F?i r K 71 rp-n u - L 7 IF IL =h MC4 LLL `�' - � � I I I � I - I - - - I I I _p I = = I I I I I I I II � I � I I = - ! 1 I I L-F REFER TO 0 I I - /,��17 REV #7 10/19/07 A2.5.1 1 0 r] UP 015 REV #6 08/10/07 5A Pi 1101 _777711 11F 111 u ri==�. Aro• V� %VAB=NNN.4 014 RE III A _V 0-x/12/07 0 F REFER TO.- REFER TO r zEr-r=R TO: 009 PERMIT SET 11/17/06 A2.2.1 0 lot" A539.1 2X 3T 3w REFER TO.- f;lj ro #2 3 JVV A8.1 #5 R:I RRR t -2 cl 5) A8.8 L J L B=SS.2 TTT - I 1 53 - I I - - 3 53 O r OPP =G U LL_ Hi k! WEST SIDE ATE D/ 30 SIM PROJECT Au 2 --ft 1 0- 4 . w* 1 25 I ' a3 4b- PORT] 0 PROJECT KEYPLAN cA 1 2'-4 1/2 \xx k LMTL CAT�\_ - % f DFC ID \ M �-L GATE 4 L ( 4 D/L 0 A8.8 I 1__1* �> OL I A . _>/L 3.1�A \\<� --- 1.011 21-31 1'-cl 1/2' 2 MANN LE -loll 1'-5 1/2 (0 ENLARGED PLAN ELI'-2 1/2'� 1' (0 1/2 1/2' 3'-]O 1/2' 1 1 WEST WING I I 4� Oil I 1714 RE K\ -41-31 REVIEWED By GARDEN LEVEL c CD 1(01-4' /21 (0 01 1 1/2' 041-1 1 1/�" GARAGE FLOOR PLAN 0 1-1111 r1j - 2 5'-0 1/2" 11 1/2" 131-41 L l(o'-4' I/ L ( I L 111-& 1 12 -51 f, dL 1'-,5 1 f Ll c� 1/2 13 - L 211 0 -31 r L 121-cl. L (0 4I-ION I-e I I - I 1714 128'-4 1/2 24'-0 1/2' 23 a'-6. 1/2' a Cl -3 R6 (T 1/2 25'-1 4 0 1 1-11 101-5 2 1 12 1& 14'-9' 1 24'-1' 1 12'-101/2" 12'-5' 141-ol 23'-3' 2'-11/2" 25'-2' Il - 15'-(o 1/2' 12'_9' 6-1 1/2' 1/211 SAFEbuilt Colorado TO GRID 1'-4 1/2"Ll 3'-5 1/2-' 00 00 100 21-4" 00 ---- ml m C3 C_� 18 19 20 21 2 22 2 3 ri 24 7. cy; A0 . 3 * 1 CD< 0 C-4 C14 C-4 V: m m '_22, r 5 Y' yl 4 1/2 Y" 4 T' -jmrc__j UNIT N 'T SLIDER CHANCED.Flfc LANS r-C 1/01�or AA N U rn GENERAL NOTES.- 1. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONAL DATA. 00 00 U-) 11") co 00 co 00 2. REFER TO SHEETS All.51.0 THROUGH AII.1.0 FOR CONCRETE FLOOR AND iri 6) -It 0 C14 N r- r- 00 00 BALCONY EDGE OF SLAB CONSTRAINTS m m 28 m m m m m m m 3. OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH 10/19/01 17 1 20 21 23 24 6 11-41 2 34 35 36 39 11-51 42 43 44 6 47 8 49 52 56 BEYOND EDGE OF CONCRETE SLAB.- REFER WALL SECTIONS AND DETAILS 111-4n (o'-cl 1/2 (o'-(o I l'-a 1/2' 261-1011 51-11, '-0 1/2' II_( 1 12'-5' 141-ol a'-O 1/2 3'-11 12'-5 1/2' 12'-0 1/2" 10'-(o 1/2' 51-31/2 V-11 1/2' a'-4 1/2 0 21'-3' 4. CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM 2 1/2' 46'-6' 1/2' COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL L -2 1/2' 10'-11 1/2' 13'-6 1/2" 10'-6 1/2' 44'-0 1/2" 21 1 40 L FRAMING. (RE.- STEEL COLUMN SCHEDULE FOR COORDINATES - S5.21 4 S5.22) 0000 0 (0 11 1/2' 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL $000 1 4 1 UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES R10 % (o. REFER TO A6.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR RG ♦ GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS 011, 11.1.1.4 FINNNINNi (0 R 04 1. REFER TO SHEETS A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR 0 00 WALL DIMENSIONS.♦4t 8. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM u s / �3 P THICKNESS THAT ACHIEVES REQUIRED RATING. REFER TO UNIT PLANS TO u 0s �DH •25 /1 u 4* 1 ♦ LOCATE WALLS REQUIRING ADDITIONAL FURRING. 41* / s• MOVEMENT FIRE EXTINGUISHER LEGEND/NOTES: IINNINNNN"I ♦STUDIO 4 3.8 I W / ic�, EWI SPEC - SURFACE MOUNTED FIRE EXTINGUISHER CABINET % I L. 11111 Ell 131� 5.2 9) ..�0ME TOILET TOILE T4 71 1 1 1 -1 11 F2 M FEG - SEMI-RECESSED FIRE EXTINGUISHER CABINET � / I STEAM T--'Qr-A6ft I II "N FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER _2L ofl. 1. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS VEST- or dlig G142 3 al4l 1 11 1 7 TO BE DETERMINED AT A LATER DATE. LOCKERS 2. PROVIDE FIRE RATED EXTINGUISHER CABINETS AT FIRE RATED WALL �„ j I Gila P-5 1(�� plo G=145A STEAA 1 5.1 A .1 INSTALLATION. 46A EN'R R( M 1 OWNER/DEVELOPER 1 ri LG 15 5 IST SI AM / r'4 I l• m 5.2 Ij 1> VAIL RESORTS LAV. 7 0 VEST FITNESS STEAM DEVELOPMENT t" G1311 _ p RECEPTION G RATOR Om HOWERI I G13114 I - I -L- A NOTE.- G121 I I STRUCTURAL GRIDS IDENTIFIED COMPANY 74 G14q--13-( - AVON,COLORADO 0,4� LO AVER, 2 AS BOLD ARE 'TIE-DOWN'P5 m C� RE MEC)4, S'-4 1/2' 'LOCKERS SHOW CONTINUOUS THROUGHOUT 2 A f VE T. OA BUILDING VERTICALLY. __NNNNNNI F 4 Lj6 4 DESIGN ARCHITECT FG13(o] L ON 12 ITO P10 P5A P23 3 IG134 76 5-1 AD Z.�Zz I NOTE.- ALL SECTION MARKS NEW 240 /V 4 io LAV!, THIS SWEET 4 INCLUDED FOR CC1 4 G 3 ST. 1 11 7 REVISION -1. il 5:4 AD Denver, Colorado C t 3 �.10 IREATM UNIT SLIDER DOORS TO EXTERIOR HAVE ARCHITECT OF RECORD I I� a2 I Lt, 8 1 u- CHANGED. REFER TO INDIVIDUAL UNIT GLOVER SMITH BODE,INC =L CORRIDOR [Gi Y�1 F2 T I ET PLANS FOR REVISED CONFIGURATION(S). OKLAHOMA CITY,OKI AHOMA I , -5HOWEK Stretching -A @�4 I , 'T- FEc:- 1 -(2 - I J _ ; _ I 50TTLr4 WATER __j. - 4- - 0 — — 1 11 1 LLJ CIVIL ENGINEER Aro DISI=LAY SPACE - - - - - - - - - - - < ♦ P21 WAITIN6 e I !_ I I I u ALPINE ENGINEERING,INC r- F, o ROOM 2 VAIL,COLOR-ADO GI 1 A 3 LGI31 A5.10 SIM C) BJ.6 C K 1 0 1 L T_ P22A -10 OFFICE �� II 5.10 a LANDSCAPE ARCHITECT I S E GROUP _0_3 I I BURLINGTON,VERMONT FITNESS 151_2 I (F�D&) CORRIDO (f -5) A C:3=1 ST`Alf� 02 1 _\ 4M AREA...... 6 2) RE-SALE FG114 Ll 0 To 5E N= FG-12i] E!J STRUCTURAL ENGINEER -ft luftlEwl HAYNES WHALEY ASSOCIATES, G 12 C911 Dm *f Flo INC 7 HOUSTON,TEXAS I I - CORR, ELEV LOBBY A9. 2 d P6 G124 _ MECHANICAL ELECTRICAL TRASH PLUMBING ENGINEER F!2� CG 1244 G1 a EF PTORAGE ABS CONSULTANTS INC Gil '4 Pi - - - - - -- pil 0 1 F`(0 DENVER,COLORADO I INTERIOR DESIGN LEC. FE E HSI WILSON&ASSOCIATES FEC P22 7 Im C�l - f 1 DALLAS,Tx 2VA ICG 12 3A 1(0 5FEG I EL. #4 EL '2 5 LIFE SAFETY ' ' O -.�-FE ELEV. L0551 =L BCER ENGINEERING INC P281 1 P22A ARVADA,COLORADO In 11111 NJ =L =1 �74 3"A6 FAINTED o) PROJECT NUMBER 2094100 T 4 ;am- ==I f=)Af�<ING CV AV— #A ISSUE REVISION DATE CORI DIDO TYR, V EFE: ---- ------- --- 41 49 51 53 55 5 12 B Z.5 — I I I 3' I � 1 4 1 � I � 1 1 � � —1 � Lu PAINTED 0- (L OL CL 1L FZ E AA STRIPING 0 E.J.., RE, All.52.2 -111 1 0 0 0 ed 0 1 - CC TYf=, FOR EXTENTS DD BEE.6 ---------TA /1 017 REV #7 10/19/07 H H 016 ASI#4 10/08/07 t SFEC M. 015 REV #6 08/10/07 Lre z_1 / I A& ZA REV #5 05/04/07 11�7 3, K K _ _7 PARKING A4 013 REV #4 04/12/07 c4 4 009 PERMIT SET 11/17/06 r6FAR KIN 1L 5'-C1 1/2 4'-10 1/2' , C11-01 2 tPACES 0 01-011 3'-2 1/2'-�\ MATCH 1L (NE _m -0 NN ON L /-7 7:1 1 1 7 NORTH CENTRAL F19 1-0 1 36 'ES 91-ON & 1 11 I l'-5 1/2' CI -0 PAS 3 SPACES O�& -01=241-011 431-11/2 ( I-01 21-911- 21-5u- 21/2" 21/2" 1'-11/2" I-ON 1-111 11 -411 1 1 Il'-4 01-31 1, 12'-5' 14 3 Ill I 1 1. CI 11 1 1/2 -1 12 101-& 1/21 -111 2 a - /211 1 3'-0 1/2" 0 CI 1/2 [3 11'-0 1/2" 10 -0 13'-10 1/2" 12'-11 1/2` 0 1/2 $'-11 1/2' 41 211-31 L I It 4, (01-011/2' 5'-3 1/2 17 20 2 FROJ= 21 3 32 34 35 36 39 14ORIH 00 NOR I,- 1`� 0') PROJECT KEYPLAN C14 n m m 47 49 52 cr -;I- co 00 c6 ENLARGED PLAN NORTH CENTRAL co REVIEWED BY C) ARE GARDEN LEVEL ENLARGED PL AN NORTH CENTRAL A FLOOR PLAN FEB 2 6 2003 OKA GARDEN LEVEL FLOOR FLAN F.F.E. VARIES K 0 SAFEbuilt Colorado SCALE.- 1/5 =1'-O' AO • • 2 CD PLAN NORTH 3"0 Y26, V i- r u Cn , 48 00 49 56 59 62 63 Sri ,4536 72 ° 43'-O' 3q'-6 1/2' GENERAL NOTES. FIRE EXTINGUISHER LEGEND/NOTES.-4' R• t • D -1 1 1'-O •• 81-81 P2 30 -2 /2' '-8' 1. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND SFEC - SUI�ACE MOUNTED FIRE EXTINGUISHER CABINET _ _ SFEC _ _ E REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL _ ' " ` " VERIFY ALL DIMENSIONAL DATA. $� 1'-2 1/2' _ ° Pzo C01� M FEC - SEMI-RECESSED FIRE EXTINGUISHER CABINET O I '�' �" 85 P2o - ,n HUMAN N - O LET-r 4 o SOU S R� S FLOOR AN 1 P2 RE RCE . 2. REFER t0 SHEET AII.B1.0 THROUGH A11.�.0 FOR CONCRETE L R D FE _ WALL BRACKET MOUNTED FIRE EXTINGUISHER 5 -8 1/2 I 10 -5 $ A GI63 `" 0161 G164 BALCONY EDGE OF SLAB CONSTRAINTS INING -� 82 I 0162 - c GI64A e P20 3. OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH 1. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS - N G162A - - _ - _ BEYOND EDGE OF CONCRETE SLAB: REFER WALL SECTIONS AND DETAILS t0 BE DETERMINED At A LATER DATE. - I - I- 1 - _ H 'n '-1 10'-8'O a 6' 3' in 10'-8 1/2' 12'-O 2. PROVIDE FIRE RATED EXTINGUISHER CABINETS AT FIRE RATED WALL m I I VAN 6 5 r m G165 H•R• P2 INSTALLATION. �•. CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM p ACCESSIBLE to � DIRECTOR N COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL 4 I o SPACES � $,_ON 0165 - FRAMING. (RE. STEEL COLUMN SCHEDULE FOR COORDINATES - S5.21 4 S5.22) - 86 G OC 1 6. F9 pR W I I I I I _ _ S 8' r I Pll P2 O P2 1 7 .36 q r 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL 6 � I � ♦ - -� � - - - - - q•4 UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES NOTE. - - I N - _ Z !�I 7 STRUCTURAL GRIDS IDENTIFIED • \ I M 6. REFER t0 A6.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR AS BOLD ARE TIE-DOWN I F 1 i s \ • 1 MECHANICAL SYSTEM LAYOUTS CONTINUOUS THROUGHOUT N 1 I 10'-1' I EL . GENERAL ABOVE CEILING MECH L E L BUILDING VERTICALLY. I I N I . r O I SF �i P3 / - 1. REFER TO SHEETS A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR I I P / I p WALL DIMENSIONS. O .� I _ ELECTRIC P2 FE NOTE. ALL SECTION MARKS NEW - - - - - - - ` - - - - P c: ON . � .¢- PRINKLE WA ER - - - � � O 8. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM a THIS SWEET 4 INCLUDED FOR z I I I +s- 0186 N -ql ROOM ►S I I V W ►4 THICKNESS THAT ACHIEVES REQUIRED RATING. REFER t0 UNIT PLANS TO REv1810N �• W - -" O LOCATE WALLS REQUIRING ADDITIONAL FURRING. 6 1 81 _ 2' 10 1/2' 16 P28 ELEY EQ• Cx168 ao G181 A5.3 N V U L E Q �-- I _ -7'-5 1/2 / 8'- ' 0166 14'-8' 5'-8' 12'-6 1/2' '-6' 1'-0' �., a - -I_ UNIT SLIDER DOORS TO EXTERIOR HAVE Z � - SFEC m R ~ W CHANGED. REFER TO INDIVIDUAL UNIT I 1 1 ® ` - • ti PLANS FOR REVISED CONFIGURATION(S). E V. - LOUVER, .. Q O I - I `� L BY , r kL I P22 ------ - FE RE: ME H. I..� �8 G188A I W LL 1 -- '-� 15'-6' '-6 1 tKjo I 13'-4' s ABOVE F I N ENLARGED FLAN l EAST WING -13 P,��PAINTED� I • � � P2 ERVICE :� GASH DROP � O ,n 1 F ST RRIDOR-' RE: 8/A6.11 �I u' STRIPING, , ' n I GI1 GI1OA 9AC A -" p 1 GARDEN LEVEL FLOOR PLAN F.F.E. VARIES TYP, I M 112 _ m 111m111111111 111111111 0.3. SCALE.- I/$'=1'-O' I G18CIA I u I O 5 I OWNER/DEVELOPER PLAN NORTH o 41-o° 81-01 161-01 I L __ 41 Gl� A _ VEST. Cy VAIL RESORTS EMERGEN O1 Cx18q P3 F I ACCOUNTING G1�0 GEN. - 0 n l I ADMIN. n, o G16q DEVELOPMENT 0114 Pl l P28 N COMPANY 8 1 ul � � � 0113 - � � � � � � - L 6 1oI 1/2 13 -IOf (01-41 , 1 -8 111-41 5 -101 O m „ AVON,COLORADO 00 ao q l0 1 1- -- ;� _ ,.n Uri 0) o u? _ - 1 - G1�5 I - - - 04 N r� 't -1 0 m 27 28 m m m m m • -1�_g' G176A I - N DESIGN ARCHITECT o I N Pll P2o �O - FE N BHH.9 q -I G176C - - I o _ _6 o CONTRO LE - - I - .• . - � G11 Pll - - - K K 4240 Denver, Colorado O .o. 1 POOL Ea r`' N a _ ARCHITECT OF RECORD O $ 1 111 LOUVER, N N GLOVER SMITH BODE,INC I r- � PARKING 3 q O m REF. MECH O 0 � OKLAHOMA CITY,OKLAHOMA 3 PAINTS PARKING TYP $118 �0 8 CIVIL ENGINEER PARKING .lo .I N o I I STRIPING, 1 G184 I I I 6 6- 1 _6 �' I I I I BPP.9 ALPINE ENGINEERING,INC DN TYP. ( 4 8 I @ O 6 1' o' '-O' �'-2' �'-�' 6' 8 /2 '-2' - 0 C° vAIL,COLORADO � � � � � � � 1 � � LANDSCAPE ARCHITECT 1'-�# 1/2' I2 -1 I 3 -3 1/2 21-101/2 4'_1' 4 1 1/2 w - - 36'-6' - - 9 -8 - - - = Q S E GROUP 2'-1 -O} $ -p -p GE4'=o 'a24r0 ES 'fir -� i - BURLINGTON,VERMONT N cn G1 6 STRUCTURAL ENGINEER •d 3 P28 I , _ HAYNES WHALEY ASSOCIATES, - - - - - - - - i - INC HOUSTON,TEXAS PROVIDE G.I. CN E GD MECHANICALELECTRICAL 24 22 21 20 lq 18 1 1� 16 15 1�F 13 12 11 10 _ ° LOUVER, - SS PLUMBING ENGINEER ST G TIN 8 CH r ABS CONSULTANTS INC I I U I I I U U U U 1 U 6 1 I 1 OVER O PNIN 2 6- P28 G11 DG-2 �; O DENVER,COLORADO 0- I 1 OL IL 0- OL OL i1- 8.8 p REF. MECH. FE N _ 1 1 6 Sim. I N C PACT _ INTERIOR DESIGN I WILSON&ASSOCIATES O 8.8 ® ' - DALLAS,TX I I O i i O O O O O U SIM - - _ _ ' - LIFE SAFETY -E' f - BCER ENGINEERING INC 1 77 ,• °, _ ARVADA COLORADO ° .� BTT.9 _ I SFEC 7 O 6 Gl A l l � A5.�• ^ 1� 1 PROJECT NUMBER 20941.00 G AGE ENT •d 1 O � ISSUE REVISION DATE 5.4.1 RFI#844 09/18/08 SLOPE r`' REV #8 8 os z9 os RAMP DN ��, N / / 25 23 N 7 N 5 SLOPE 1 1 I lal RFI#726 05/30/08 I I I I I 4 .2 � '_ � I I I ` '�.�, , 8 t�Ti cYl BZZ.9 PR#28 05/22/08 _ 5 15 E:.J N t5 N ♦� - - - - - - - - METAL - - - - - - I - - - - - - - - - - - - - - - - -� - - - - - ` _j -1 A 1 030 ASI#35 04/21/08 co ,4q.6 - 8.8 10 O - - - - - - - - _GATE 3 I nNA _ , 1 r 8.4 I ' RFI#550 04/01/08 - - .100 - -- - - - - ' ''� '• • • • `' ' ' BAAA.2 RFI#507 03/05/08 XX)Ot P4 JRAMP F C P2 # \ RFI#448 02/20/08 P-0 I II I ST 1 � 1 DA 1 I 022 ASI#11 12/26/07 •q I A5. I � f / , I I I , 1 RFI#220 11/13/07 I I 1 I 1 y T `1 I I I' 1 ° ° I� G1186 N I RFI#202 11/09/07 NA `• ` P14 _ _ _ _ _ 1 _ ! I I 1 017 REV #7 10/19/07 T 0 V REVISION UPDATE 10/05/09 1, _ 1 5.5.1 I 7 , RFP#97 07/06/09 6 015 REV #6 08/10/07 Lu 1 _ I I r I SERV E I I i BEEE.8 ASI#35R1 12/19/08 5 014 REV #5 05/04/07 ,_ 1 I I P28 l I I $116 ( 1 1 I - ASI#51 10/29/08 013 REV #4 04/12/07 1 r r (1 , ; EL OAD11 DOCK I I 1 I I m I N 1 RFI#926 09 29 08 009 PERMIT SET 11/17/06 11 11 1 1 I I I i BLl 0118 , SFEC ��VV I II 3 - , 17 / / _ I BGGG.2 - r - - e 1� - - IA2.1.1 c - •- - - - - - - - - � ' I O -11 ® 1 a o I 1 q.lo. 13L1 O L L - �}-' I BGGG.9 ❑ ® I ® I ❑ I O ® o r 2 K 1 , RECEIVING 1 11 1 I I I 1 #8 1 1 h1 . II I I N I 3119A 1 A5.6 L- � I 1 1 1 tb 1 I 11 E I 1 --� L L- PI4 1 I I N I I P22>3 q. I I N _ ® � _ P22 ° I I - EAST SIDE 1-IOLDING G18o _ _ ° _ I� G1�SA O -1 �o� `+ I 1818 GI80 I ♦ ♦ ♦ N M Nox N 1 I - 5 P4 I P4 _ _ _ I 0 1�- _ an 1 BNNN.4 Ng PROJECT KEYPLAN - I - - - - - - REFER To: I 2Z 1°I 12 I I _ - - BNNN.8 4 REFER t0: -� �•$ O GI-I C I I -cqj O 51 O3 51 51 3 0 ____ A8.2 _ _ - - EAST RWING PLAN #7 A8.3 L UVER,IO' 1 L�JUVER, BQQQ.4 GARDEN LEVEL l0 2Y I 11 ® 11 I d- �r �n 1 �$ I9I -� ice: MECH _ L 1 REF: MECH : MECH r_ PAN ,� N t l� 00 1 „�, _ 1O ION 10 10 8• GARAGE FLOOR L � REVIEWED BY -1 28 #6 _ 8.4 - - - - - - - - I I 1 1 2 8.4 m 1 m m 4 m M °� 6 � � _ �-1 _ _ - �-1 - - - - r , A87 - 3.13 LO _ 1/2 - - _ - - _ ♦ cA - �1- g,_o, - BSSS.3 OCT 2 2 2089 - - - - - - - - - - �� N 1 1 6 65 2 0 1 co SAFEbuilt Colorado - _ - - - 1._5. 3 -5 I/2 A5. m m , BSSS.4 AO * 393 6' 4 1/2' 6 5' 8'- - /2' 6'-8' 6 -6' '-O 1 6'-4 1/2' 8 - - O' -O 1/2' 3'-5 '-3 6'-2 1'-2' 2 ' 6' 1 6' I3 1/2' - 16'-O 6'-10' 11'-10' I '-1' 11'-10' 5 1/2 T GATE GATE BETE ' 303 D%L o3 2'-11 1/2' '-11 1/2' 11'-10' 4'-1' 8'-2 1/2' 3'-3 1/2' 4'-31/2' 3'-41/2' 1 1 I 5.2 1 I 5.4 1 5.2 5.2 5.S 5.1.1 A5.'i CENTRAL ARE .14- DO °°06 00 REFER.- ALI. 2 7 C*4 C14 Nt- -;I r) (.0 m m 52 1 1 .1 1 .2 1 .3 1 .4 2 5 6 8 9 11 12 13 16 21 23 24 25 26 28 2 32 34 36 39 41 42 43 44 46 47 48 49 51 53 54 5 56 5 61 6 63 68 72 10/19/01 4541-11/2 1 F 1.111 1-31 OR IT-61/2' q'-111/2' L 25'-11/2' 10'-] 1/2 L 19'-51/2' L 11 1 311-10, 1 V-51/2 L 1 131'-91/2' 1 La LI 133'-q' IL Jq'-81/2' 1/21 L 22'-01/2' 1 20'-10' 1 #& 4 43'-101/2' --*� 3'-21/2' 5/'-/l 1/2' 30'-111/21, 15'-1' 6'-2'. TO GL I I 1 1 I I I I I I I 1 I ! I! I 1 1 1 1 1 I i I I I I I I I I I 1 O (F 10 R/9 U W o R u V 1.4 RJ --ACCESS EASEMENT Ccli A/ 77 LL- 7 D X °I E.1 OF — 11 'A F- G OWNER/DEVELOPER I al L 7 H VAIL RESORTS 7' L DEVELOPMENT M 2D r M COMPANY #11 --r L L lf- L -J L. -1 AVON,COLORADO --F DESIGN ARCHITECT Q MI S A T 4240 W I a- T1,7VTIC, 0 V 7 Q Q 16 ro oe op Z-- -- — — 1� 0 x Denver, Colorado A6 V-1 ARCHITECT OF RECORD Z OKLAHOMA BODE,INC 313 #110 #111 #1 1 OKLAHOMA CITY,OKLAHOMA r CIVIL ENGINEER CC /77- LA ALPINE ENGINEERING,INC 7 3 I H VAIL,COLORADO D D F==Il 0 KIK LANDSCAPE ARCHITECT LL 4- S E GROUP =4= BURLINGTON,VERMONT -0 El Q? STRUCTURAL ENGINEER . .......... 0 0 3Ca HAYNES WHALEY ASSOCIATES, 0-1 INC 171 HOUSTON,TEXAS KK 0II A 1 1 0 1 111 125 EEid #124 P R4 I10-. z QQ NN 10 T— -J PLUMBING ENGINEER ABS CONSULTANTS INC•00 #1 OE DENVER,COLORADO III cl BRR.5 lu INTERIOR DESIGN S Tx M 7- - -7 L —— 1377 LIFE SAFETY Al) BIC gu 3R #107 ARVADA,COLORADO F- --I E= 1 11 BTT.9 oll 0 '��Kc -T �Ixj ;wJ I I I I — I . 1 5551 , Er 0 0 PROJECT NUMBER 2094100 00, 0 UU 4T 0 0 0 126 1 ww (I j2� 0 CO3 'Id u QJ =:Pill rz ISSUE REVISION DATE 0 # 2 1 AJ FF A Is n III w w -41 161- 10 -L le - c1r% BAA) 0 I L L-- 0 0 C3 L EEE G G Y-10 /2' BEEEV —0 F-01 _u ell HHH L Q 3CQ 3GGG.9 JA L] & L w 10 0 1 + J\ 2 B Cho 0 J ------ # mmm I CIO 0 CICA F 0— LILL F INNA # Q 10 N 3E 1 017 REV #7 10/19/07 — Dz #1 5 015 REV #6 08/10/07 RRR #10 L A& 009 PERMIT SET 11/17/06 Z ONE BSSS.3 '\013 REV #4 04/12/07 TTT -,J 4— F /4 14 uuu R EF - -------------- -71 R, BSSS.4 R13 'b ------------------ ----------------- f 7 - ti MY-10 1/2,-J &T-0- EAST �41NG jai 52'-(o 1/2' -am 01 �4EST l41NG 1 251-411 .1(0 /,2(o'-1YI/2' 1(o/ /125 1(0 24'-q- 23 - - 122 -11 1 1 1 1 1 12'-8' 22 1111/2' 1 1 30'-101/2" 151-10, 1 1 181-111. 41-11/2' REFER,- A1, 13 10 0. 4 IIIIIIII FLOOR PLAN o 1/2' 54'-11/2'1 REFER. PROJE A], 1, 1 NORH I TRUE NORTH PROJECT KEYPLAN 1 .2 2 3 8 10 14 15 18 1 2 22 23) 27 28 Go I n 2. -.4- u--) 48 -.4- 54 57 61 1 . 62 CID r-- 66 9 NOTE.- ri (B @ CC! ,B71 STRUCTURAL GRIDS IDENTIFIED c3i 4 C) rl- C14 r�r) rej �3 C14 ..d- co U7 0 AS SOLD ARE 'TIE-DOWN' m m m m m m Z-0) CONTINUOUS THROUGHOUT 6 /6� 5UILDING VERTIC-ALLY. 4 CENTIRAL -SOUTH OVERALL PLANS 00 N —1 REFER,- ALI- 4 co FIRST LEVEL FLOOR CD C) r'4 4:. PLAN C'4 REICEIVED BY CD FIRST LEVEL FLOOR FLAN c)( SC:ALE.- 111611=11-011 FE3 2 6 Z003 A1 . 1 . 0 C-1 D Qm T T 4 N PLAN NORTH SAFEbuilt Colorado rn GENERAL NOTES: FIRE EXTINGUISHER LEGENDI NOTES: I. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND 5 6 7 8 9 11 12 13 16 17 19 20 21 23 REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL SFEG - SURFACE MOUNTED FIRE EXTINGUISHER CABINET P--1 1/2 " VERIFY ALL DIMENSIONAL DATA. (p'-q 1/2" 25'-1 1/2" 12'-5" 14'-0" 12'-5" -1'-4" 10'-11" 14'-0 1/2" 10'-10" S'-3" 12 '-5" 4 1/2" M FEC - SEMI-RECESSED FIRE EXTINGUISHER CABINET lq'-q" 11'-11" 3-1'-10" '-5 1/2" 31'-9 1/2 " �" 8'-3" 2. REFER t0 SHEETS All.51.0 THROUGH All.1.0 FOR CONCRETE FLOOR AND 4'-S 1/2" 4'-q 1/2 '�' FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER BALCONY EDGE OF SLAB CONSTRAINTS 6 101-3" '-11 1/ 5'-�" �'-511 4'-1" 1 O' 1 O 1/2" 1 O'- " �'- 3'-0" 4 -S" L4'-1" 101-11 1/2" 101-8 �'-5" 4'-11" 3'- ;.,.... I. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS 1 1/2 - - - �� = 10/19/01 3. OUTSIDE FACE OF METAL STUD WALL FRAMING t0 BE LOCATED ONE INCH t0 BE DETERMINED At A LACER DATE. BEYOND EDGE OF CONCRETE SLAB: REFER WALL SECTIONS AND DETAILS 2 PROVIDE FIRE RATED EXTINGUISHER CABINETS At FIRE RATED WALL Q _ - 1 Q INSTALLATION. -' -' 42 2 - I r 1 CORRID R I - 4. CONTRACTOR t0 COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM S COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL FRAMING. (RE. STEEL COLUMN SCHEDULE FOR COORDINATES - 55.21 4 55.22) _ _ _ _ _ _ _ _ _ I _ I I I . o T 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL 7 NOTE: V O , 1 O 1 1 I V I� UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES STRUCTURAL GRIDS IDENTIFIED - _ A8.3 Z H AS LD ARE TIE-DOWN r _ _ _ _ _ _ _ _ 4 _ 11 COi UOUS THROUGHOUT V.1 = - - - - - - - - - - _ - 1 - - - V.1 O 6. REFER TO A6.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR BUILDING VERTICALLY. _ 1 1 I II = GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS 00 I q A8.2 A8.2 OPP. 1 0 - I O z , 8 - g I. REFER TO SHEETS A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR NOTE: ALL SECTION MARKS NEW = i i I P14 , - - I I � O WALL DIMENSIONS. 3 THIS SHEET d INCLUDED FOR O I 3R TO: I I \ REVISION 1. 1 i I 1 ° 8. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM I I I I �I I it O 18 I I I I I I V O s S _ - - - - - _ _ 2D - - - ' - - W ~� THICKNESS THAT ACHIEVE REQUIRED RATING. REFER t0 UNIT PLAN TO AA �„ _ , AA r , O LOCATE WALLS REQUIRING ADDITIONAL FURRING. UNIT SLIDER DOORS TO EXTERIOR HAVE O N 5 3 1 #110 1 P14 I i - N V �? I I 6.2 C„ CHANGED, REFER TO INDIVIDUAL UNIT i - t-I � PLANS 1=0R REVISED CON1=ICxUIZ4TIONCS)• CC Ell 6 - o ENLARGED FLAN D D = A8.3 Q 26 SIM. 1 I I H �\ 1 FIRST LEVEL FLOOR FLAN WESTWI NG F.F.E. +8132'-O' � � _ � _ _ As.2 _ o r - . W - - - H H ITI Cl� H H r 1 tip , ' , , A5.z2.1 2 - - - I-I-I A1.1.1 SCALE: 1/5'=1'-O" P14 0 4'-0" s'-o' t6�-o" - A8.3 PLAN NORTH 1 1 .1 1 .2 1.3 1 .4 / I _ � �� 1'-4 1/2 " KK _ ,�� - - - r 1 I - - rim N 21 12'-1" 14'-q" 10'-3" 24'-S 1/2 -' �t ,3 _ AS.! - _ d 1�'-� 1/2" q'-11 1/2" 25'-1 1/2 " - - - - - - `t I T3 13 - P14 14 GORRIDOfiz 1=EG 4'-� 1/2 " I �'-3" 5'-q" 3'-2 1/2" q'-10" I I -t , II 5 1 I 133 �7 A8.3 1 - - - ❑ - N N OWNER/DEVELOPER.1 ULU D m - 1 , 14 - - - - - - - - - - - - - _,= ol- - - N VAIL RESORTS = I L T �, _ b r 26 8 �t DEVELOPMENT I COMPANY 2ro q I 2 SIM 53 I II AVON,COLORADO 4 I A8.2 P14 A8.1 I I II ❑ QQ N r 1 -u- - _ Ni '� DESIGN ARCHITECT _ -� A2.13.1 0 I I II I O � ^ Ie � � ❑ ° O I m 4240 m m I 0 2D I ' p � I � � � 8 � o 7�so #108 ,q 1 . .�' 3 1 ,�. z•i O O I II Denver, Colorado LLI I \\\\ q ® I I I o 2 I ARCHITECT OF RECORD \ I 26 ,A$ 2 1 _r. - OO _ GLOVER SMITH BODE,INC cn 2 3 / S I ° A8.1 I d) N OKLAHOMA CITY,OKLAHOMA 8.2 5 16 26 8 1 1 P14 ° III SIM REFER TO. T 14 I N = N CIVIL ENGINEER _ A8.2 I I A2.12.1 I I II s.8 i N N 0' 0 3 R 53 I i r m ALPINE ENGINEERING,INC �, e ° ® -, VAIL,COLORADO I #107 I 5 lh ❑I - _ '�- � LANDSCAPE ARCHITECT Z_ N \ 12 12 3 r P14 l 14 N S E GROUP O � ° 12 P22 I 1 r 8.8 I ^ r BURLINGTON,VERMONT 1 12 I I 11 � 1 1 STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, / 4 - ELEV. PG 1 = �j \ / �/ OPP. 1 30 LOBBY I 2 O N HOUSTON,TEXAS // A8.2 13-1 1 M SIM, A8.2 I W - 136 I 6 = [) MECHANICAL ELECTRICAL IM I ® I 11 1 1 3 I I I PLUMBING ENGINEER ' 4 ° A8.1 ® 1 1 O I � ABS CONSULTANTS INC ® I I ' - - - - - 2 I = DENVER,COLORADO A8.2 D COMM. - - - - - - - - - - - - J \ A8.2 _, 1 S �q _ P14 13-,� 13(0 I I INTERIOR DESIGN I 1 - - - - - - - - / r WILSON&ASSOCIATES dt- A - - - - - - A DALLAS,Tx r--- - LIFE SAFETY - - - I LEV I I CORRf DOR 1380 - - L - BCER ENGINEERING INC A8.2 #102 0 1 I P14 = - ^ I 138 135 I I N ARVADA,COLORADO Gp N ` \ rO I P� 1 1A I m A8.2 - - - - - - - - - - 1 I .15 � 1 _ _ _ _ _ _ _ _ / ^ PROJECT NUMBER 2094100 - 1 �r% •1• ° I .. ,.\ . . I 0 I I P2 _ _ STIBULE I I RA L___ ____ _ 1 ' , ® 135 1 1 A& I O \ ISSUE REVISION DATE c� �3_ 1 - - - - - -/ P6 -I - = - - - - - - - �, - - 13 3 P22 I I 53 DN O _ d ° CO f D0 "-' _ _i ® I - I I A8.8 N I �4 J7 O I P14 A8.1 .�,9• 138 14 P14 15 IM, G G 3 P14 Aq 1 - - P14 FEC A8.1 P14 5 rn 1 1 _ _ o _ 1 o HHH = - - - - - - � � 14 t4 _ A8.1 1 I ° Lj L I - +_ 11 1 - 11 1 H �, I A8.1 I I - ° 1 I - - - - I 1 A8.2 I I _ N LLL N �4 10 - - - - - REFER TO - - ^ , A2.59.1 ® r r N _ � 2F � �_ 1 _1 - - ❑ I 514 N i t ° RE1=ER t0: 3 U #1 30 ® 1 � 017 REV #7 10/19/07 ' A2.51.I �° I �✓- �- -1 =_ 6 015 REV #6 08/10/07 8 1 0 I I NMI 111 #131 I I r - - - - Q I 1 ° 1 A5.1 -' 4 013 REV #4 04/12/07 Q _ I _ -_- ® _ _ I 1 ® Q 009 PERMIT SET 11/17/06 - i - N ^ ' ® A2.10.1 ^ m ;\\ a 1 2 3 N A2.11.1 N m M. I I 2 1 I I I I V I I 2 2 I I I �, 3 N A8.I SIM. 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T~R, 00}su NQ � ZZt- -4 ~ -1X5 =t N cn �vm �nNp X017-'�j170rl �pN "� mpg Cl my Zmb � �ML �i m~ � dms �Tr} N $ rnr �r �� im 8 N r m� � . r n70 �?1 E - UCn -, � L � �m m vow _ m �Ornl7 C1m0� m _ +- 0 Oo 0- 0 0 -0 UX vZ --(o 000 SO � Og rn m m m m m a I�- � jObO � b -�+Zz OQpC Tr O rn jb--_,Q �O �i 1T pC d}- � ?_ m m =s $ N �b J �z u d m d}'ro r- -n A5.2.1 3q'-10 1+ 17 N 0 01 L 01 _�& - AS-2 11 I%A5. 1) ' C 2'-4 C) 181-a 1/21 GENERAL NOTES.- _1 - 7 C, 56 00 68 1. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND cml� (53 7 I(p 6, 43 1145 VERIFY ALL DIMENSIONAL DATA. a. L UV�k' (00 REF.- ME N.�7 2. REFER TO SHEETS AII.511.0 THROUGH A11.1.0 FOR CONCRETE FLOOR AND --I F- - III I 46 47 8 92 11 04 1 co 1- -1 10/19/01 BALCONY EDGE OF SLAB CONSTRAINTS 3. OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH EEC 51 AS 5 1 = _ N BEYOND EDGE OF CONCRETE SLAB: REFER WALL SECTIONS AND DETAILS TAIL 4. CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM 4'-5 10 1/2 13'-8 1 1 1 29'. 1 13'- 11/2 54 0 TLEC) WATEER C'' 5 1)4? 1 116 1 5 'IT r COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL 15 DI PLAT UNIT I TOILET co III I 13 FRAMING. (RE,- STEEL COLUMN SCHEDULE FOR COORDINATES - S5.21 4 S5.22) I % -Fr=c; A5.6 01 (0:®r 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL I I I I UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES 1INNNINNNIN111 coa L ELEV. LOE35Y I'qN JA (T> 1 1=5(0 1 (o. REFER TO A6.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR 0 AB 5 q'4j r2♦L _j _f� N'53P� L _ _J _j - - - - - - NOTEE., 4(_ - 4',1 1 1 1 GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS n7 STRUCTURAL GRIDS IDENTIFIED F77 1 4 "'r AS SOLD ARE 'TIE-DOWN'6 m �_L PAIR 1, REFER TO SHEETS Ab.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR 0 LEY. CONTINUOUS THROUGHOUT BUILDING VERTICALLY. WALL DIMENSIONS. TIVE GRILL cf) 2 114 21- ' 1151 1 - I 111 117- VEST 11/2' I'L�l --a 1/ 1514) A8.5 8, PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOP, MINIMUM 0 r3 I f'jl�: O-A I/j. I'L�Iji �k�: a,- I ,Q: �' THICKNESS THAT ACHIEVES REQUIRED RATING. REFER TO UNIT PLANS TO *4 151 4 0 7 1 FE CLU5 . ... . . NOTE.- ALL SECTION MAWS NEW LOCATE WALLS REQUIRING ADDITIONAL FURRING. u T A THIS SHEET 4 INCLUDED FOR r 7'_�tL=j FL REVISION -1. H � FIRE EXTINGUISHER LEGENDNOTES.- CORRIDO SHAFT � W i 9 A6 2 F22A Ila A8.5 I P14 142 P14 A8.9 P22A Aq.1 EWI SFEC - SURFACE MOUNTED FIRE EXTINGUISHER CABINET A .5 .1 UNIT SLIDER DOORS TO EXTERIOR HAVE -L STL GRATE CHANGED. REFER TO INDIVIDUAL UNIT 4* I .- . . _, _ . I t- COVER TYP PLANS FOR REVISEC), C:ONFIGUF;ZATION(S). M FEG - SEMI-RECESSED FIRE EXTINGUISHER CABINET I c� 14 5 P2,- c I - �- L - 2 EAS CENTER _< I ELEC. .2�_ WALL BRACKET MOUNTED FIRE EXTINGUISHER r A6 A6 FE ELEV. i 15 11 Fu P(O - , ... �V I I ff� :;�_ u 1114 1 1 - - - L L WORK RIMI 14 1. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS• TO BE DETERMINED AT A LATER DATE. Ifolz 2. PROVIDE FIRE RATED EXTINGUISHER CABINETS AT FIRE RATED WALL ---4-=F 7L - -I -,/\7/ - --!E- L J- 161A L GONG COVER x INSTALLATION. DUC I OWNER/DEVELOPER_ o o ! ® QL-ml y VAIL RESORTS REFER 't ;- " A2.Cl.I Ell ELEV. DEVELOPMENT 0 LOBBY STL GRATE 2Cq AA COMPANY TYf=. I I COVER (TYP) 7 1 F A6 0 1313 E 1 6 1 1 DESIGN ARCHITECT I f -I t Omm. 1145 rp .......... F F 4240 GG Denver, Colorado KK _ O_I - 3 A8.5 HH ull ARCHITECT OF RECORD C-A LL 1 -3 "a -4 1/' 1 1/2' 1/2' LLL KK 1/2 L F a \ @� GLOVER SMITH BODE,INC L-i REFER TO.- Aro. A2.C2.1 BEEE.8 CIVIL ENGINEER M ,7 ^It ALPINE ENGINEERING,INC L BLL.8 13 Ka VAIL,COLORADO 4� j f Z) I > i TY #124 mm LANDSCAPE ARCHITECT N 10'-6" 1 S E GROUP F-� Z6 J 12 E) BURLINGTON,VERMONT \s) (0 (0 pp Ell 0 F STRUCTURAL ENGINEER 11= A Lj ❑ HAYNES WHALEY ASSOCIATES, Fi IN INC HOUSTON,TEXAS T M I\R 7 ml I�_' F_ 6 MECHANICAL ELECTRICAL L _ - CD E QQ 3 LJ QQ I - I--- - '*t - _0 - I F___ - • I A2.C3. _71 .c�\ PLUMBING ENGINEER O ABS CONSULTANTS INC x 12, 1 A_ m BRR.5 m DENVER,COLORADO INTERIOR DESIGN A8.AZ� 1 -7, 1 WILSON&ASSOCIATES A5.10 M MEI SS N DALLAS,TX q_I -1 LIFE SAFETY 11�7 1 1 137.7 U11414111I.-Ir A _T ARVADA,COLOR-ADO to mj BNNN.8 A 137.9 Z§-\ =,ImL IM. +OFF. P A PROJECT NUMBER. 2094100 C9, 45,1 6 1/\2 uu L3 �0 _1�- N - - RL ISSUE REVISION DATE EW BQQQ.4 %A/XA/ - (3 WW RM Z�j " F7� ,�/ 6 tQ 1 0 _j % F"I <' :sss.3 V E xx I J P14 REFER TO] (52) BSSS.4 A2.C4.1 \-Q) 3Cc I RN 1>1 r4 # � 26 48 \_Qj A6.52 T p "'i"Ile�10 A6 zz 13 1/2 TYf=L61 "00 15'-3 1/2 12'-(o 1 21 23'10 1/Pzz 10d. I 9 1/2" L 11'-2" A I V j 91/211 2 _1C F:4 BAAA. rl 2 'C4 Lo c'I 1 49 0 52 m 54 55 57 �! ttttttt� _ J 1 i i� A 5 57 STA I I i � � A8.6 I � � cp '1; � 0 1�7 � #7 10/19/07 14 015 REV #6 08/10/07 4 �� A r2 014 REV #5 05/04/07 EEE F.F.E. +51321-01 Aro 14 A j I I I 't FFF \t,4 -�1_3 SCALE.- 1/5 =1 -0 013 REV #4 04/12/07 NA5,5.17 -1 4 � 0 41-01 &'-0' 161-01 4 141 PLAN NORTH A6 009 PERMIT SET 11/17/06 - - - ------- � BEEE.8 T- 4 - - - - - - FFF Rl� 2 c- --:D '-111/2 R13 t AVI I EAST w1w-3 KKK R Ev 1,EVvl E D PRojEc'r A2.C:P.I REFE TO.- REF R TO.- ♦ A2.Cs&.1 3 d (o cf) FEB 26 2008 PROJECT KEYPLAN C- r4j 3(11 e "l 8- u mmm SAFEbuilt Colorado A 8.(60 AMS, 41�C #129 1 NNN 11 -L t N - F ENLARGED A .\1 / A I I A BNNNA co FIRST LEVEL 01 ENLARGED FLAN 4' FLOOR PLAN 00 loll 2-1-/Z" -3 1/2 ' � u � �OOR EAST WING C) L L I� CD R F.F.E. 48132 1714 ri SCALE.- 1/811=1'-0" rill PLAN NORTH -0 1-101/2 1 0 4' a-ON 221-11 V 1 . 30 -10 1. loll , .15 LO o& II. 1 15' & 1 -1 BQQQ.4 u 6'-O" 29) - Il11'-2" 11), 1'-1 1/2' &4'-2 r111-2" 41- 11/2 1� 4'-6' & 49 <B S=SS. 48 2 -10 cp r- A5.2.1 (413 D5 TAIL t m r-j 66 67 69 70 54 55 61 1 1 6 5 '14)51 A5.7.1 5.4 A5.1 (D �.4 U 50 52 GENERAL NOTES.- FIRE EXTINGUISHER LEGEND/NOTES: 1. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND A] SPEC: SURFACE MOUNTED FIRE EXTINGUISHER CABINET REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONAL DATA. M FEC - SEMI-RECESSED FIRE EXTINGUISHER CABINET 2. REFER TO SHEETS All.51.0 THROUGH AII.1.0 FOR CONCRETE FLOOR AND BALCONY EDGE OF SLAB CONSTRAINTS W FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER 3. OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH I. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS 10/19/01 BEYOND EDGE OF CONCRETE SLAB.- REFER WALL SECTIONS AND DETAILS TO BE DETERMINED AT A LATER DATE. 2, PROVIDE FIRE RATED EXTINGUISHER CABINETS AT FIRE RATED WALL 4. CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM INSTALLATION. COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL 23 25 27 fl8. 28 00 31 LO 38 41 42 48 49 FRAMING. IRE: STEEL COLUMN SCHEDULE FOR COORDINATES - S5.21 � S5.22) 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL co Ell m m ION (-L 1'-2" UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES *NNNI I I I , , I I I O (o. REFER TO A6.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR NOTE: ALL SECTION MARKS NEW 11-4 3 THIS SHEET 4 INCLUDED FOR GG GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS Ar. IZ7 REVISION 1. BE 1. REFER TO SHEETS A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR 0 'b HH WALL DIMENSIONS. I KK 0 0. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM THICKNESS THAT ACHIEVES REQUIRED RATING. REFER TO UNIT PLANS TO LL 0 - - - - - - - - - - - -- LOCATE WALLS REQUIRING ADDITIONAL PURRING. 00 N u --- - - _- - I U-i 4 1348.4 25 C*4 7 -1% ..C111A I mm JANITOR Ll #L E�3� A'v 11111111 mr rr_ 3 1 1_0'N\ 1-111 1 0-NNNI T ion OR x [�] 01 0 1 0 IL EQUIPME FE Ar. A0. 23 0 RR 2 149A ❑ 78 A0. BOTTLED WATER OWNER/DEVELOPER BRR.5 F_ H i I ❑ ----------- DISPLAY UNIT VAIL RESORTS SS C'� E P22 - -------- M DEVELOPMENT 0 W 11 1 L I I _.ze 152 z0 15' A N COMPANY❑ AVON,COLORADO 4 -- WOOL) PERGOLA M TCH L INE WQO[) PERGO .160. L T DESIGN ARCHITECT U = -Ll 11111111 11111111 BNNNA RE.- LA-2.0 RE.. CORR ILI 4 RED- P T 150 0 L,, 2.01 A9.13. h Aq 13 WW 151A NO, Ero NO. El STAIR STAIR I - A__ r4\ 2 Nk, 2 A UP 0 1 1 1 0 1 1 UP xx x-17 ' I �.� A3.If Denver, Colorado q 0 0 0 0 cl ARCHITECT OF RECORD 0 0 0 tu GLOVER SMITH BODE,INC I I I i I i I a OKLAHOMA CITY,OKLAHOMA❑0 Lj Z �46�_ (rzATE I I 1 1 N. CIVIL ENGINEER GN) 1c), ALPINE ENGINEERING,INC 0 0 rl"� VAIL,COLORADO WOME4\ ' \ LANDSCAPE ARCHITECT Nw. HOT TU5 A0• 4.6, S E GROUP 0T I 4__ 1 A BURLINGTON,VERMONT lk� GATE I UF>- LOW WA LS, HOT TUB,- STRUCTURAL ENGINEER (GN) 11 I I ' LOW WALLS 4 FOUNTAIN - 1�;ATE (G N) BAA.2 HAYNES WHALEY ASSOCIATES, UPI i Rr=.- L4 -2.01 RE.- LA-2,01 INC j HOUSTON,TEXAS I I E FDANSIOti 4 1 MECHANICAL ELECTRICAL -4 -NNNN JOINT PLUMBING ENGINEER 0 M ABS CONSULTANTS INC U)z 0 DENVER,COLORADO INTERIOR DESIGN C)N _41F 1r=A. Pf RAK_- 4. WILSON&ASSOCIATES 4__ Pe TY=D 7, DALLAS,TX I RE9.- ' LA-2.0 7 LIFE SAFETY 10 LOW WALL S, HOT TUB, POOL E NLARGED PLAN BCER ENGINEERING INC 4 PC OL - ARVADA,COLORADO RE.- LA -2.01 Ek POOL DECK TOILET F.F.E. +8134 0 0 r2 F \k4, 1 SCALE,- 1/41 11011 PROJECT NUMBER 2094100 F mmoll u -4 A- 4 � 2-107 4'-0' &I-011 R13 PLAN NORTH ISSUE REVISION DATE DN 10 10 L j cl� " ""'J" (71 ri C14 m 31 1 "14 V-I, ❑ ❑ 0 m 3 Of N EQ. iro 4 EQ. IL 4 4- ON N t lit- - - - - - - - BNNN.8 411 ell lk BNNNA 0- BQQQ.4 0 2 Lu-j LAWN /fz�AvOqN LAWN /f=�AVIL�qN AWN u Y BSSS.3 -A _�F - --I\- t C�j 017 REV #7 10/19/07 Z Ai 015 REV #6 08/10/07 BSSS.4 A013 REV #4 04/12/07 _4 00 L 009 PERMIT SET 11/17/06 RA5.20 1r2 -�14 Al 1.4 c� ]on L 2y RN R7 rq RP �'�_l 1 23 25 01� 8. 28 00 41 42 2. 7 Lr) 0) Y2 4 c:5 -`d_ ►n C'4 1`0 m EAST WlWs NORTH IJORTH PROJECT KEYPIAN REVIEWED BY cr Ln NOT]=-.- FEB 26 2008 EAST PAVILION ENLARGED PLAN Ln co SIMILAR, OPP. HAND. FIRST LEVEL FLOOR SAFEbuilt Colorado co PLAN EAST-WING CD CD ENLARGED PLAN ENS-ARGED PLAN POOL DECK PAil ILION F.F.E. +81341140111 cn FIRST LEVEL FLOOD' PLAIN COURTYARD POOL DECK SCALE.- 1/41 11-0" 01 0 70- 17-01 A1 . 1 . 4 \c4 L 1=11-011 I SCALE.- 1/8 F.F.E. +8132 -011 PLAN NORTH 2 r N FrI3(1%, THIS T.r=�I T Tu PLAN NORTH 0) 0 W-01 i U CENTRAL AREA REFER.- A] , 2. 2 7 44 53 54 59 ........ 10/1 /01 1 .1 1 .2 1 .3 2 5 8 9 11 12 17 21 6 34 35 36 39 41 42 43 48 49 50 52 55 56 58 60 62 63 64 8 2 1 50'-10 1/2 11'-O 1/2 2q'-0" 1 Ill-]]" 3-11-101, 1 al-5 /211 13-P-9 1/2 It lbal-311 1301-101/2 1 1 q'-a 1/2"1 11 44'-1 1 1 211-5111 1 L131-1 1/211 ](01-cill 10 ;J41-011 1 1](01-cill IL 1 111331-111 1 ICI'-111 I �—L21-oll L 0, L 1 . L L . & I i . & I 41 '0 10'-1 1/2 " l ---"a ii= cl-cl 1/2" 42'-4 1/2 -3 L TO C 00-11 � I I I I I I I B I I I I I 0 O R I Rio � - %% CRG 0 (F 11010-01 RH 0.4 0 N u 0.4 cq C14 ~ W � 4 C) #214 #216 - - - - - - - - N W — I — T— 7— - -- - -I — 2 '-cl 1/2 1 D 40 00, oe 131 13 13 OWNER/DEVELOPER V kf Cc I I — I I — /I 1 VAIL RESORTS 220 H M D DEVELOPMENT [ A K COMPANY N #212 — — ----------- 1A =1� 1 \11 3cf-� -2 1 AVON,COLORADO Lu • L -Pj #222 \10j P DESIGN ARCHITECT V/14 -L .. ;-�V` 11 R ------- FO 7�772 : JYL �-j 4240 C3 0 V or V rq X- V.1 Denver, Colorado 911D 2C y A& z ARCHITECT OF RECORD #210 GLOVER R SMITH BODE,INC 210 BOB AA OKLAHOMA CITY,OKLAHOMA CC = _ _ - _ _ - - _ - _ _ - ° _ - i - i _ 0 *19 EE CIVIL ENGINEER ":r/y ALPINE ENGINEERING,INC VAIL,COLORADO DD \21--1 1/21 t J J L' — or LANDSCAPE ARCHITECT S E GROUP BURLINGTON,VERMONT G, 2U OPEN F,O --j HH -I u Ka 10 TO III_-ill 1(o' cl 12'L `15 BELOW 11 STRUCTURAL ENGINEER CA 1011/2 L.L. D HAYNES WHALEY ASSOCIATES, f\ #224 INC I IF-- RR #2171 p p C14- Cl- NN > L QQ MECHANICAL ELECTRICAL R3 #20q 7 PLUMBING ENGINEER I n' ', q 5 cq ABS CONSULTANTS INC ff) #2t zn , -r,� .D 1�j F q JU, L3 VD RR DENVER,COLORADO I 19L INTERIOR DESIGN R2 WILSON&ASSOCIATES 3 R ss DALLAS,TX -MI, �p zl�� I -nl � e-L co cm3 11 LIFE SAFETY E=3 #207 - E =p;!g WW ARVADA,COLORADO Cc xx I — u 9-� #226 PROJECT NUMBER. 2094100 F-01 — Tlml -uzf%02 101\ zz A @ ISSUE REVISION DATE r 0 CA Ila 1 11 EEE El _jj EEE.8 I- it G c\j Ve I E�W IFHHH I j Lj\111 KKK ) A I tv C14 cq /X/ mmm K #22�\ #22 NNN F 'ARM LLL M -e cv Q 31V 11 3 1 3E II I CIA % > J -an I IV N 7 REV #7 10/19/07 RRR 013 #205 ---------- A�7 - 1 015 V #6 08/10/07 TTT - U. Rl� (0 kp I Z 009 PERMIT SET 11/17/06 uuu (R)N R 174 CR F C14 R7 —40 0 tR1 3 T BY REVIEWE RE R6 FEB 2 6 2003 1.-4EST 1 1-0111 SAFEbuilt Colorado fREFER.- A1. 21 1 23'-1" 1 ro 2 11 1/2 It 16 2 5 -cI 1 241-1 1/2 231-1011 -0 1/2 " 2 31 1121 -11-111 15'-3 1/2" 2 2 '-111 1/2 30'-10 1/2 151-1011 L L L I(o �—j T4'--1 1/2 -Dro ,1 0 00 & .. i I & L A, PROJ= SECOND FLOOR FtAN 0 1/2-l' 451 -311 5 1 21 EAST �41NG NOR7H PROJECT KEYPLAN TRUE REFER,- A1, 23 -0 6 18 19 20 1 22 23 0 48 50 51 52 53 54 5 cc 1) 62 65 66 67 69 70 -N 9 @ 0 7 A& OVERALL PLANS SECOND LEVEL FLOOR FLAN F.F.E. +81441-21 NOTE.- 2 11=11- 11 OVERALL SECOND 00 SCALE: 111ro 0 C) STRUCTURAL GRIDS IDENTIFIED C) Ar. AS BOLD ARE 'TIE-DOWN' LEVEL FLOOR PLAN PLAN NORTH CONTINUOUS THROUGHOUT BUILDING VEfRTICALLY. A1 . 2 . 0 T9 T T T T T fl 7 r2 /R 10 ' LL- - - F— IL M U rn GENERAL NOTES. ;. 1 .3 1 .4 2 4 5 6 7 8 9 11 12 13 16 17 19 20 1 21 23 1. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND -4 I/2" - - 10'-3' 24'-O 1/2' 3'-S" 3'-q" 12'-3` 12'-10 1/2' 12'-5" 14'-O" 12'-5" l'-�' '-� I 10'-11" 14'-O 1/2' I1'-I' S'-6' 12'-5" I/2" REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL .w '- " �- " �- " '- " '- '- �- '_ '_ " �_ VERIFY ALL DIMENSIONAL DATA. 25 -I 10 1 1/2 Iq 6 -f -5 1/2 5 1/2 12 -3 14 10 1/2 10 q 1/ 4 5 12 3 1/2 14 10 1/2 10 8 8 -3 1 3'-3 1/2" 10'-3' 5'-11 1/2 5'-6' 2' 2 12" 4'-8" 4'-4" 3'-3" 7'-5' �'-5" 3'-3' -I'-�o" '-2 -8" 4'-4" 7'-5` 1'-5" 3'-3' 1'-5" 4'-11" 3'-4' 2. REFER TO SHEETS A11.81.0 THROUGH All.1.0 FOR CONCRETE FLOOR AND 2 1/2' 2 2 1/ 10 '4 1/2" I BALCONY EDGE OF SLAB CONSTRAINTS f m N 1 1 5 z2. 1 Lm =III _ _ _ _ _ _ _ -` 3. OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH 10/19/01 Q - - - - - - I _ _ _ _ _ _ 1 - , , - - BEYOND EDGE OF CONCRETE SLAB: REFER WALL SECTIONS AND DETAILS �;, �; r 3 CORR DOR j 4. CONTRACTOR t0 COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM S _ "' ¢ N II 113 A8.3 20 1 COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL _ - 1 1 i FRAMING. (RE: STEEL COLUMN SCHEDULE FOR COORDINATES - 65.21 55.22)M= T I I j ® -® - 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL b O I UNIT SPECIFIC DIMENSIONS NOTES DETAILS, AN S V 12 P14 L D SCHEDULES Z N..I _ _ _ I I V p 6. REFER t0 Ab.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR !� V.1 0 - N j I gill, GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS I""( r 12 V.1 Q L AR2E�3R TO: I. REFER TO SHEETS A6.25 THROUGH A6.31.2 F L Q OR PUBLIC AREA INTERIOR p Z _ 2 D 1 j ; WALL DIMENSIONS. r- _ _ #210 I o I P14 I I 1 8. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM V rT�1 O _ 54 1 e 1 I THICKNESS 1 w a AA _ - - - _ _ _ _ _ _ � THAT ACHIEVES REQUIRED RATING. REFER t0 UNIT PLANS TO p - - _-` - - AA LOCATE WALLS REQUIRING ADDITIONAL FURRING. N V V m� 5.3 O a CC - - - - - - 1 - 1 FIRE EXTINGUISHER LEGENDI NOTES:9 CV - - - - - - DD I - - - - - 2 - - - - DD SFEC - SURFACE MOUNTED FIRE EXTINGUISHER CABINET L= ' I 1 U i � 6- 1�1 o A8. , H H _ `" - - - _ _ _ _ 5.18 0 I P14 I A8 E� FEC - SEMI-RECESSED FIRE EXTINGUISHER CABINET U� _ �.T.� n, _ _ ' JJ �, N N - - - - - --F-- - - - Z . - - - - - - - - - _ _ _ _ I - JJ FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER All _ _ _ o , 1 0 _Z� KK _ 1 I. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS b 13 - - `r TO BE DETERMINED AT A LACER DATE. 1 CORRIDOR 2 P14 13 1 " 2. PROVIDE FIRE RATED EXTINGUISHER CABINETS At FIRE RATED WALL 54 5 ; 1 13 A8.3 �4) INSTALLATION. �C OWNER/DEVELOPER 12 12 1- - - -1 F - - - - - - - - -1 - L VAIL RESORTS N = 12 15 1 I g N DEVELOPMENT CCA N N cv 1 1 I A8.6 I I P14 I AS•8 1-' 7 NOTE,-STRUCTURAL COMPANY m 12 2 � 53 I I I I `V � ,45 OLp,q��GRIDS IDENTIFIED AVON,col.or.ADo CR 4 - A5.1 ® CONTINUOUS THROUGHOUT 1 5UILDING VERTICALLY.770 �Zl;n - REFER TO: - - _ _ - - r , g N -_ � I -� QQ DESIGN ARCHITECT A2.13.1 I 1 A8.8 I - �' 5.1� 2D o , 1 , 1 I I I I O � O . L J 1 3 THIS H ET 4 INCLUDED FOR NEW 4240 #208 Q , o ® 1 O � ® I REVISION �. �, I 1°I 12 2 _ i Denver, Colorado 1 O ° CHANGED.RREFER TOOINDI<VIDUAL UNIT I ARCHITECT OF RECORD ctl \ \�`' � 11 12' `�- 1� I , -- 0° I , , PLANS FOR REVISED GONFIC-cURATION(S)• GLOVER SMITH BODE,INC 1 2 OKLAHOMA CITY,OKLAHOMA \�` ,�/ 1 N S I1"I• �o J \ CIVIL ENGINEER 1 REFER TO: I I , ALPINE ENGINEERING INC I - A2.12.1 AS rj lM. I 1 VAIL,COLORADO VV �'� - m - - _ o 3R 5.16 - /Nor LANDSCAPE ARCHITECT #207 I N S E GROUP I BURLINGTON,VERMONT � - I \ti ,�•� 3.1 -- 12 12 51 IM 11 I <,- HAYNES\VHALEY ASSOCIATES, - _ A8.1 - F I I 1 I co STRUCTURAL ENGINEER _ _ INC / ``I A$•-1 S I1"I. 1 51 1 I ° �o N HOUSTON,TEXAS o ' I 2 AS•2 I GOMM -, MECHANICAL ELECTRICAL r c� PLUMBING ENGINEER `r Sim. 8 I I I 0 I 11 , 209 1 I = ABS CONSULTANTS INC 'A$'1 ° 1 I I ; DENVER COLORADO ELEV. I 2 12 ' c� 6- INTERIOR DESIGN \ REFER TO. 1 LOBBY 1 ' A8.2 AS.-1 _ - - - - -' WILSON&ASSOCIATES A - - - 18 - 142.9.1 - 1 212 21 A - - - - - - r _ _ � � � DALLAS,TX 4T 1 I I 1 - - A LIFE SAFETY BCER ENGINEERING INC #202 I N ARVADA,COLORADO _ - 0 , , I I 53 5.15 I PROJECT NUMBER 2094100 � I I / I \ t :(F 0 IO I I 1 I 1 1 11 r 1 8 I I - ° 1 S/AIR I , a • ` o�► 1 I , , ,A$ $ (V ISSUE REVISION DATE cli I I ., P�zA , L J ' O 14'-7° 3.1 I® / P6 ® -: 1 210 I , - � 18'-11 1/2" 11 I 1 3 AS 1 P14 I - - - - - - - - - - P6 P14 _N q' �, 5.3 A9.1 P14 211 FEC P14 A9. O GG W I p LIU n, - - Rg I ®o® 9.i _ - I 1 HHH (3H r- ,� K �" ° 1- - P14 A8. K I 1 - ° L=- -__ ° O - BIM. 8.6 I I I ° LLL LLL I _ - - 1 - - - - I II I I N U ED C 771 REFER TO: 1 A5.40 Lf� I t A2.60.1 - - ® 1 I 1 N i r 3 V - - I - REFER TO: REFER TO: i ® 1°I S 017 REV #7 10/19/07 ® A2.59.1 A2.10.1 5.3 m 11 #200 ^� I I _ o I 1 81 1 2 N 6 015 REV #6 08/10/07 _ _ 3 N _ ® - - - I 009 PERMIT SET 11/17/06 N I #201 #20 - :,y //, 3.13 _ �- Q SIM. 1 REEFEIR1TO] �/ N ET 2 I 11 I \ I �n R 118 8.6 - - - - - A8.1 - 3E 10'-q" 30 IN fi _ 3 3 206 kQj - TTT - - O I Q- O 53 52 I. a- - - _ -r - - - - - - I --- - 1 - - - - - - - I 1 O 51 51 5� U WEST WING 2 ��//� 1 , PROJECT Colorado oP 5,3 51-511 1_1�� 5.1 1 �� " I �� 5.14 �, R7 SA PROJECT KEYPLAN 1 7 5.3 1 -1 I 1 -S 1/2 .13 1 q 2 -1 1/2 I (0'-Il 1/2" 16'-7 1/2' 8'-4 12" 8'-4 1/2' 5'-1 1/2" 13'-4" S° O' 8'-4 1/2" 8'-4 1/2' 5'-3" 12'-1 1/2' 8'-0 1/2" S'-4 1/2" 8'- 1/2' 6'-2' 11'-6 1/2" 6'-111 '-6" -f'-1 1/2" S'-O' N 24'--1 1/2" 23'-10" / " 2 ENLARGED N \\� 3.13 SECOND LEVEL ' q' 12'-1" 14'-q" 10'-3' 24 -1 3 -5 I 16 -3 12'-10 1/2 12 -5 14 -0 3 -8 1/2 23'-3" 2'-1 1/2' 251-2 3.13 - 1 S -q \ FLOOR PLAN 11 �, I,'_8" I ENLARGED FLAN 1'-4 1/2" WEST WING 1 SECOND LEVEL FLOOR \ RE R6 � 1 1 .1 1 .2 1 .3 1 .4 2 3 6 7 8 9 10 14 15 18 19 20 1 21 22 23 /\ FLAN - WEST WING 1 F.F.E. +81441-2N 1.2. SCALE: 1,8"=1'_O° A 1 . 2 . 1 I O 4'-O' 8'-O' 16'-O' KLAN NORTH U rn 17 19 20 21 23 24 26 28 29 32 34 35 36 39 41 42 43 44 46 47 NOTE.- GENERAL NOTES.- STRUCTURAL GRIDS IC)ENTIFEZ) 101-101 0 al-311 121-51 141-011 11'-I1 1/2" 13'-3 1/2' 4'-Il 201-16 11-41 261-101 1 12'-0 1/2' 01-1111 31-0 1 151-11 '-0 1/2' 1/2° AS BOLD ARE 'TIE-DOWN' 1. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND o. CONTINUOUS THROUGHOUT 4' 11 1-31 1-30 f 51 11 BUILDING VERTICALLY. REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL 3'-6 1/2' 1�'-5 1/2 12 14'-10 1/2' Ill-cl 1/21 2ol-ll 11 1 431-51 21'- VERIFY ALL DIMENSIONAL DATA. I '0 1 212' -51 101-41 2'-2 /2' 4'-4' L3'-3'j 1 1 11-51 31-31 a'-(o 1/21 31-0 111-1 1/2' (o'-2 1/2 2 1/2' 1]'-1 1/2 ' 1 (01-2111 10 & 0 4 L 4 04L L(0 4L 4 41-1111 2. REFER TO SHEETS Al1.51.0 THROUGH All.1.0 FOR CONCRETE FLOOR AND _ 511 /_-t2'_afi o.V-1 1/101 -5 1/2" BALCONY EDGE OF SLAB CONSTRAINTS /* 21 10 19:0 NOTE.- ALL SECTION MARKS NEW THIS SWEET 4 INCLUDED FOR R10 3 :RC. REVISION 1. 3. OUTSIDE FACE OF METAL STUD WALL FRAMING To BE LOCATED ONE INCH 10/19/01 A8.4 BEYOND EDGE OF CONCRETE SLAB: REFER WALL SECTIONS AND [DETAILS I 0ex UNIT SLIDER DOORS TO EXTERIOR HAVE 4. CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM 4� x CHANGED. REFER TO INDIVIDUAL UNIT COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL Ar, PLANS FOR REVISED CONFIGURATION(S). I FRAMING. (RE.- STEEL COLUMN SCHEDULE FOR COORDINATES - S5,21 4 S5.22)rs At; !P0 10 H 5. REFER To ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL )NNNNN4 DUNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES 1-ININNIN111 1O 1 (o. REFER To Ab.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR 1 O 10 0'1 GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS -10 �Nlq %L-00/ A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR 0 1. REFER To SHEETS A( 10 ro'-411/2 WALL DIMENSIONS. L\ I Ri) n A8.1 a. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM U A& THICKNESS THAT ACHIEVES REQUIRED RATING. REFER To UNIT PLANS TO u 4-1 C4-11) L_L LOCATE WALLS REQUIRING ADDITIONAL FURRING. N u 14 • �RIC HT LEFT TYPE 'A' UNIT I A 04 I szEFER TO.- FIRE EXTINGUISHER LEGEND/NOTES: INNNNNNNNNNNI REFER TO] A2.69.1 ra"� �> \L43.I roj 13'-0 1/2' A2.21.1 6 0 �A5.104 Im. 3ZA [W] SFEC - SURFACE MOUNTED FIRE EXTINGUISHER CABINET 2L Li E-L 4 W ,� r--Z-7r 1 A5.104 FiR FEC, - SEMI-RECESSED FIRE EXTINGUISHER CABINET x �T�� . 1 /11 1 #214 #216 FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER N/ F-ININII CEO \1 I. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS A8.4 4ff 9 r-_--r-%N 71 1 ly TO BE DETERMINED AT A LATER DATE. 5,2 (0 L Ntljo 2. PROVIDE FIRE RATED EXTINGUISHER CABINETS AT FIRE RATED WALL NT A8.3 Ag, -S F L INSTALLATION. OWNER/DEVELOPER 5 r I - i j j VAIL RESORTS F 12 Im A DEVELOPMENT 1�O4 COMPANY 7m AVON,COLORADO A .11 6 0 A A8.1 O \ — — — 7 , 7 7 - - - - - - - - - - DESIGN ARCHITECT I — -- — — — — — — — IT 12'- 1/2' REFER TO.- IA2.13.1 I (o'-21 100(60"-1 1 1 \,Ar,I le)AI 5.2 K 4240 C) I 2D I F1 6 J 5)4 C:OfRf;RIID DR 6 Denver, Colorado #212 1 11 V41 11 FEC 213 p M �2 r_9 ELCORRID ARCHITECT OF RECORD I— 0 P22 A6 GLOVER SMITH BODE,INC L203 OKLAHOMA CITY,OKLAHOMA tz� P22 ELEVATOR Aq. 7 r7N\ ).a & b....fto 6 LOBBY N fL 5'-Ol CIVIL ENGINEER 200 TRASH .................... A ALPINE ENGINEERING,INC 2 0 2=,4 VAIL,COLORADO 4'-11' L31-4 - - - - - - - - - - - - - I— _ . - - - - - - :EC (T , cl'I j J*- . EL E 04 LB p LANDSCAPE ARCHITECT AL �%6 6 p S E GROUP RA r ® 16 � ' I , , O — ' �Roo A B 0 LE l0 8 ry CORRIC) �;)R VEST, STRUCTURAL ENGINEER r 20 5 216A 2 A8.1 HAYNES WHALEY ASSOCIATES, (T R INC N 6 A LA HOUSTON,TEXAS - - - - — - - - - - - - F22 f=2 2 F C-4 MECHANICAL ELECTRICAL T P14 PLUMBING ENGINEER P14 Pi ABS CONSULTANTS INC E7 PI u DENVER,COLORADO CP14 6 9, INTERIOR DESIGN II WILSON&ASSOCIATES 1=14 DALLAS,TX 1-11 a: 100 0 — — — — — — — LIFE SAFETY 0 BCER ENGINEERING INC 7 ARVADA,COLORADO 00 W_ C, JE= pi 7F L AA PROJECT NUMBER 2094100 6 1 REFER TO.-I A2.14.1 1 ISSUE REVISION DATE EZ_ 1/2" L P14 F 2C LLIC 'LLOIP L - 11 fl F_— P21 I pi DD 8 I I , ,n #2 1 A8.1 E 52, F F1 I I C) HH LB A6 E COS Is 'FEC PIA I m I 2 REFER TO:j N CORRIDOR A2.24.1 91 V/ Sq�O -21/2' -(o'-4 12' a'-41/211 . 5'-10 1/2" I'-C' - OPEN TO 41 BELOW -3 2V aX F *�' V/ #217 7_7, rn I 12'-1 1/2' 3 ®cf I N I Ll Li I1W_3f-14 017 REV #7 10/19/07 O I t REFER TO] E P14 53 3� Oo A 37 i 2_22_1 a) 015 REV #6 08/10/07 2u1 014 REV #5 05/04/07 A QQ A5 OR 009 PERMIT SET 11/17/06 215rg - RR P21 CENTRAL AREA O ., 0_0 \r XL 5i 51 cli TT - j V7— z r E7= AN. g— C-4 w CA PROJE= NOM INORM PROJECT KEYPLAN ly ro L3 A8.1 Colorado ON pFF_b0t s ENLARGED PLAN .1 Fr__� .11 10'_1 1/2' N42 SECOND LEVEL FLOOR 1-311 51-101 1-111 1-1111 I-loN 51-31 co (01-41 5 (0 1-2 N 1_5 15 (01-21 5 (0 1-41 6 10'- 1 1/2 PLAN-CENTRAL AREA a 6 CD ENLARGED PLAN — SECOND LEVEL 1-11 I-ON 1_101 I -ON 1 11 5'-2' L5'-q 1/2 7 5'-11" 40'-1 1/2' 51-9 1/2 51-21 11 11 12 31 12 10 -3 FL OOR FLAN CENTRAL AREA F.F.E. +81441-21 cn I I'_4l_ 3: -6 -cil I-loll I-all _lc)II '0 60" 20' 15'- 1/2' 12' 10'-11 1/2' 22 32 21' 12'-3 1/2' SCALE,- 1/8'=1'-O° A 1 2 2 Ni C O 4'-O' 01 f=LAN NORTH 2 7V-4 .1 r-O 1 1,"-r7-0 1/2'72 1 V-3 3q fil 80 3 11m 1 20 23 25 27 28 31 38 42 rn 41 42 46 47 48 A5.1 49 50 51 52 (53 B54 GENERAL NOTES.- 14'-5 1/2' ill 11 PT T(o T-0(" 15'-0 1/2 3'- 5 1/2' q2 5 1/2 L3'-2' 11-211 PI/2(' T-1 1/� 1`-� 24'-B' L 1 1/2' I(c 1-91 ?411-01 16'-q' 336-1, ;�_102� CONTRACTOR COORDINATE 101 - I cr-11, I E 1,,J 11-2" 4-015'-11 1/2 p'-4 1/2 a'-4 1/2' IN-2 1/2' A I - 0 -31 1 6-4 1/2 0'-4 1/2" 1 0. -101 10 -0 1/2' 041-011 4 - VERIFY ALL DIMENSIONAL DATA. --Jl I A8.1 IN IN, D !:� \,_ 1 3 1/20 2 IN-& 1/21 ;s) 2, REFER TO SHEETS A11.51.0 THROUGH A11.1.0 FOR CONCRETE FLOOR AND r 2 1 1/2 te AINP 5. 2 2 -1 %-1 BALCONY EDGE OF SLAB CONSTRAINTS ABN,.II � t;` /2 5.10 1 1 1 A I I IRE I co A REFER WALL SECTIONS AND DETAILS OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOGAtED ONE INCH 10/lq/O� 51 BEYOND EDGE OF CONCRETE SLAB. �52 51 5.10 1 4. CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM 0 5q EZ ABA C41 2 f Ngj COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL 1 11 L A8.1 FRAMING. (RE.- STEEL COLUMN SCHEDULE FOR COORDINATES - SE7.21 4 S5.22) A& 1. -1 MR0 #218_ T-,111, 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL 4 )4 4� 5 I I - - - UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES \li��1510 S110 I L /f6\ F__ A REFER TO.- I A2.Ca.11 �EFE - -1 �_i M t**72� 0 z A,.rq�ITO. (o. REFER TO A6.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR 6 TYF`E 'A' UNIT�� A REFER TO.- GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS 2.C20.1 2CC 0 3 tl 5 . A 1. REFER TO SHEETS A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR 0 #222 -0� 2 & - G) 04 � 17 WALL DIMENSIONS. A I L 0 0 EflLjj r 8. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM U 0 r THICKNESS THAT ACHIEVES REQUIRED RATING. REFER TO UNIT PLANS TO 0 u 7610 3 LOCATE WALLS REQUIRING ADDITIONAL FURRING. u P 1� -�10 L Ll N ua]6 IN. 0-01 r? SI - FIRE EXTINGUISHER LEGENDNOTES.- A CORK' OR (=14 10 1 6 P14 2 U IN, A 220 - 6 A6 qj 5.10 W SFEC - SURFACE MOUNTED FIRE EXTINGUISHER CABINET 1 219 1--- _j I FEC - SEMI-RECESSED FIRE EXTINGUISHER CABINET 22�5 A8.1 5.10 6 ° ° N W ST 221A I ELEC V FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER 1 6 L _J J Lu 2-2-1 r A 6.21. V__2 I (-12�-tZ7 I. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS o ELEV. 22 TO BE DETERMINED AT R DATE. LOBBY STORAGE RATED EXTINGUISHER CABINETS AT FIRE RATED WALL 1 221 I P2 2. PROVIDE FIRE X =22 INSTALLATION. - - ----------- OWNER/DEVELOPER 6 IELE/ VAIL RESORTS FEC L051 FEC DEVELOPMENT 0 1 224 100 A A 2 COMPANY NOTE.- AA Mi _b�V_ - I �6 A2.cl.] STRUCTURAL GRIPS IDENTIFEC) Tyf=. _AA 1313 AS }BOLD ARE 'TIE-DOWN' 2Ca OD E ;D CONTINUOUS THROUGHOUT Z�j -1 - EE A 6 BUILDING VERTICALLY. DESIGN ARCHITECT #219 A IN, IN. 4240 o THIS SWEET 4 INCLUDED FOR 7 1 1/2"L -A S) c� 1 Ll REVISION 7. I 1 11 1 :_ I - u- Denver, Colorado I I -1 5 - 01/2' 1 ' �Ij -, H H B UNIT SLIDER DOORS TO EXTERIOR HAVE ARCHITECT OF RECORD 1'-5 1/2 '-3 1/2 8'-3 1/2 -51/1 111- 0 1 Er 7� I INC Lj REFER 0 DVD T OKLAHOMA CITY,OKLAHOMA [REFER TO PLANS FOR REVISED C:ONFIC-sURATION(S). IA2.C2.1 4 El CIVIL ENGINEER I-Cis 31-6"l I'-1 1/2' 14 15H u ALPINE ENGINEERING,INC VAIL,COLORADO Ka 21. 11 %D -4, __711 #224 110, LANDSCAPE ARCHITECT 2V 0 -Il- -I _V c1q 1 .10. S E GROUP Z�j I ML;z�l i4l BURLINGTON,VERMONT -1 1 1 1 di #217 r-\Vd pp STRUCTURAL ENGINEER F - - - A 6 QQ - INIF f - - - - --j QQ INC HOUSTON,TEXAS R R MECHANICAL ELECTRICAL LI/ ki PLUMBING ENGINEER ABS CONSULTANTS INC - - - - - - I IN, 3C'b Lf)l DENVER,COLORADO A & INTERIOR DESIGN SS - WILSON&ASSOCIATES 11 A 1E] EEE DALLAS,TX LjLIFE SAFETY F BCER ENGINEERING INC o F ARVADA,COLORADO %-D FFF Z 1 IN-11 1/2' \,A 8. co PROJECT NUMBER 2094100 _T co cli EW ISSUE REVISION DATE "2% 0 F 00 L4 19 �_j I %1D R14 L N Li L-i 0 A6 TYf REFER TO.- N A2.C4.1 1 - - s) %NN, CR 1 3� 4. �\' A ED El Z_10 F__ 3Cc A. r -11 IV <11 L 7 #226 ##IS 11-21 v - A - ® - - - 15'\-4\1/2" N 71:11 VII -T- A A S IM. (714 AEN,.5 C91 4 5, TAI D zo A8.1 0 ? t- - C14 017 REV #7 10/19/07 r NNNNr IN. 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Q Q F BEYOND EDGE OF CONCRETE SLAB: REFER WALL SECTIONS AND DETAILS S 4. CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL FRAMING. (RE.- STEEL COLUMN SCHEDULE FOR COORDINATES - 65.21 4 S5.22) P14 =3 RESIDENTIAL 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIL T 1:2) UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES Z M"' i A V 0 -74 V-0 b. REFER TO A6.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR V.1 V.1 0 GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS 7'--- _ 2D 0 L I /0" 4 1 2 1. REFER TO SHEETS A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR WALL DIMENSIONS. I 7n #310 cn T--- U FFk-EFEp. TO.- 8. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM I A2.13.1 AA THICKNESS THAT ACWIEVES REQUIRED RATING. 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GLOVER SMITH BODE,INC/ 11 1 -' ° 8° I I N OKLAHOMA CITY,OKLAHOMA 0 P14 3RCIVIL ENGINEER ALPINE ENGINEERING,INC Z I 14 VAIL,COLORADO P14 #307 cc 71 REFER 1% LANDSCAPE ARCHITECT VV 16 - I A2.12.1 S E GROUP 12 cf BURLINGTON,VERMONT r 12 4 12 STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, As INC (E 4) 4T HOUSTON,TEXAS P14 C14 K�/ 11, CID #302 MECHANICAL ELECTRICAL C14 RFEFER TO 3OqA C". PLUMBING ENGINEER ABS CONSULTANTS INC ol A2.q.1 1 309 DENVER,COLORADO L ELEV. I 1'6'L05BY 0 INTERIOR DESIGN IA 1 - - - - - - - WILSON&ASSOCIATES I 18 I - I*A AN DALLAS,TX t\N0\_ IL I A 1 7 1 11, 1 LIFE SAFETY \14 BCER ENGINEERING INC N i I 1 ® I r ARVADA,COLORADO u JZ JJ* I I. . - L__ . I - I - - 0 PROJECT NUMBER. 2094100 VQ G ISSUE REVISION DATE RA \ 0,1 N TAI 1 7 71 400 6 1 1 11 \Q C,4 C14 FM < C14 ly RRIDOR c1q - - - - - - - -(;-c Al 10 w4jf-14 10 P14 O7_1 G Aq.I I \ Z-31 _ / _ PEC 5 cf1 71 Hca I 'M04 TOV REVISION UPDATE 10/05/09 sTT L 1_._J j RFP#60C 05/08/09 > RFP#60B 03/24/09 F _jI r7� STRUCTURAL GRIDS IDENTIFIED ASI#64 01/06/09 30 FN� NOTE.- L -DOWN jl�,4 F I I A5.40 AS BOLD ARE 'TIE #35 11/14/08 ri zo IT CONTINUOUS THROUGHOUT El 6 BUILDING VERTICALLY. Aa REV #8 08/29/08 0 Iq I < 0 A PR#28 05/22/08 �fp�:u 1 017 REV -11 Lr #7 10/19/07 LI NOTE.- ALL SECTION MARKS NEW 015 REV #6 08/10/07 THIS SHEET 4 INCLUDED FOP, Ab L!3 _13-Nr L REVISION ,. 009 PERMIT SET 11/17/06 A @ @11 1 ======!1 PIOA I L #303 3E J 0 RE ER 0 REFER TO.- #305 C14 UNIT SLIDER DOORS TO EXTERIOR HAVE FE I @ A2 29.1 IA2.10.1 CHANGED. REFER TO INDIVIDUAL UNIT TO PLANS FOR REVISED CONFIGURATION(S). 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I I =D J1 HUT - -I � 1 ( II - � . o o . � - Ul � N 4 ry o _ FHi II - � 1 FZN u — aa I I (I "' 1' q" I �' D �' - - - - - 1- Uri - - - I IN OBI 113'-1 /2° 15'-10 1/2 14'-ICS' O' °a-'OI "a Z � IA C�H LINE_ _ N I - - - - - 1 P 4 A. o A� I N N rn Q v - - - - - - — o — W N J W — W Q N Cif 0 rU rn I I N I F N I 1 1'-1 '-2" 4'-4" 24'-3' -f'-3" 12'-1 1/2" rn D 3'-4" 51.411 3'-S I/2" lq'-4 1/2° 6'-q 1/2° S'-5 1/211 1 A 111.2° � '-11 1/2 ' 15'-q 1/2" 11'-7� V-5 1/2" 51-411 6'-5 1/2' '-5" °I'-S" 14'-10° '-7 16'-S 1/211 9 } y p S\ 8- a( r-' c./) �O D r = (o �1 �J D r = -9 CD D x C � � S. = G7 -'�1 � C7 D Q C7 D fT- CJ = � cf)o MM D < U3 (1) -o � p cn-4 o rn )> )> WW rOJ rn Nor CJzQ • � ovrn � Eo () U%< U) 70 N (n •• rrt r o {m0 mb � rn�► Q o� –f� '" N (1pU o -4 zm ��rn /V � p m T- 46 47 54 55 56 58 60 61 62 64 68 72 I- RI)O ?r"-,V 24'-&' L2'-&I 14'-51/2" AAr, 131- 3'-2 51/2 GENERAL NOTES.- 1/2" 13'-1 1/2' 1 24'1-0' 1 18'-3' -10' 1. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND T-2 5'-11 1/2 3'1-41/2 a'-411/21 11'-2 1/2 10'4 $'-4 1/2' 4 1/2" T�9 1/2 1 q 101-51 4�a 1/2"' 9'- 11/2. cl'-(o 1/2 A8,9 & I. I L L REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL D ,91/ VERIFY ALL DIMENSIONAL DATA. 2 2 -ol/2 cl 1/2' 1 1/2 Ar. 1 ro 1/2 , H 2. REFER TO SHEETS All.51.0 THROUGH All.1.0 FOR CONCRETE FLOOR AND N - 0 BALCONY EDGE OF SLAB CONSTRAINTS G2 . ..... 10/19/01 3. OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH BEYOND EDGE OF CONCRETE SLAB.- REFER WALL SECTIONS AND DETAILS 2Cb El: 2Cc -6 4. CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM #318 #320 \'D E I COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL REFER TO.- REFER, TO FRAMING. (RE.- STEEL COLUMN SCHEDULE FOR COORDINATES - S5.21 4 S5.22) 1117 A2,C1.I A2,C6.1 L L Ln 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL r2 UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES it 1 0 0 0 m n - (o. REFER TO A&.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR LL � __ - Z� W. - (�y - - GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS I C) T #322 1. REFER TO SHEETS A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR rio--� IIIH El =FER TO] WALL DIMENSIONS. Ar 0 k5_1 YO _j 7 A2.C-q.I I -0 0 12m 8. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM U THICKNESS THAT ACHIEVES REQUIRED RATING. REFER To UNIT PLANS TO 14 r\ 0 V 4 4j LOCATE WALLS REQUIRING ADDITIONAL FURRING. E,J tl 4) ORRIPOR 10 P14 A ❑® x R 0 Ar. P14 AOL Ar. (�2 _.A A& A] SPEC - SURFACE MOUNTED FIRE EXTINGUISHER CABINET 32 PB E� T F& T_ M PEG - SEMI-RECESSED FIRE EXTINGUISHER CABINET K2 Lill F: 2 CUT A 1# FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER -3214 321 1322A' P14 1. PROVIDE FIRE EXTINGUISHER FOP, EACH DWELLING UNIT. LOCATIONS STVRAGE F-22 E TO BE DETERMINED AT A LATER DATE. 321 2. PROVIDE FIRE RATED EXTINGUISHER CABINETS AT FIRE RATED WALL 2 P22 c 7 .10 INSTALLATION. EL OWNER/DEVELOPER PEG 1 5.1 10 E LOBBY VAIL RESORTS AA AA DEVELOPMENT NOTE.- COMPANY Lj U TRUGTURAL GRID IDENTIFEED BB AS BOLD ARE TIE-DOWN AVON,COLORADO 2Ca 324A E F20 EE CONTINUOUS THROUGHOUT L J VD BUILDING VERTICALLY. TO.- 319 DESIGN ARCHITECT FF REFER FF A2.CI.I E�� Tr H H =i-A 2 THIS SWEET 4 INCLUDED FOR 40 REVISION. Aq.1 H H 5.10 E) \D Denver, Colorado LL1% =4: 3 -------- I 11_1� 11-31/2 10'-4 &1 l/ 1/211 2111 T - 7'-2" UNIT SLIDER DOORS TO EXTERIOR HAVE . & I.C111 . _01 E= CHANGED. REFER TO INDIVIDUAL UNIT L 5 1/2' ro PLANS FOR REVISED CONFIGURATION(S). ARCHITECT OF RECORD GLOVER SMITH BODE,INC El OKLAHOMA CITY,OKLAHOMA Ka A6, CIVIL ENGINEER REFER TO: #324 I A2,C2.1 ALPINE ENGINEERING,INC %-D VAIL,COLORADO LANDSCAPE ARCHITECT A8.6 M�s I I - I A - -1 -1 S E GROUP P P PID BURLINGTON,VERMONT 11 J, 7_ F L STRUCTURAL ENGINEER QQ QQ EE• SN IL HAYNES WHALEY ASSOCIATES, L �J 3 bi I INC n r__ % :�__ RR 1. -11 . 11 frMil f I N HOUSTON,TEXAS w 3 5 A5.3.1 EEE. E) MECHANICAL ELECTRICAL 2� FE TO.] j2. Ss FFF ABS CONSULTANTS INC DENVER,COLORADO _T I F El Lf� cj INTERIOR DESIGN r-ji I Q) WILSON&ASSOCIATES -7111 R14 DALLAS,TX IF LIFE SAFETY q -Ed (f!4) - c� V rj BCER ENGINEERING INC \'D L 'k� ARVADA,COLORADO C01 \\4 PROJECT NUMBER 2094100 WW cli WW xx 11 ISSUE REVISION DATE c� 151- 1/211 1 1-21 30% 1 IN P14 52 "D LO A5 4.1 J oc� REFER To.-I #32 A2.C4.1, A6 I I I I m 1C zz __j 1 4% 1 14 N L 7�" It 1>1 R M It It -0 1 5 cp A8. STAIR Fo,E� t7 ;0 22 ill CP14�11 0o. CC CORRIDOtR EEE ro 017 REV #7 10/19/07 -\,\-n --- A, 14 7ff� 7� .. I @ :0 51 53 54 57 F L_ Z�j I 1r, I I/ RN 10 14 1 1 53 FEC \,A q.3 RP 013 REV #4 04/12/07 A4 10 009 PERMIT FFF FFF PARTIAL FLAN r2 -M F Sc:ALr=.- 01 4-7 V-0- 161-01 C4 0 1 7 7 -7� Lw /T FLAN NORTH rn Pj A5.8.1 L E) Off ED 77 K 040� 1 6 REV EAST W1WG 329 #328 REFER TO.- 4 4 1 A2.C5.1 FEB 26 PROJ= \0 PER TO.- 8.6 NORTH aue A& Sim _(0 b 15'-2 1/2' -21 A&& m :Ebullt Colorado PROJECT KEYPIAN - > cz T- sp'l A0 J cr O :-=A. A N 1 1 C53 1> T-r A8.6 3 5 ro �_�b ENLARGED PLAN THIRD LEVEL FLOOR r co RL 48 JK PLAN EAST WING CD CD RM % I 1 111/2 ENLARGED FLAN // / 1 41 + 1-1111 �-.(o 1/2'1 131-1, 01 11' L3 to 1/2. L 5 _1 21 13 L 0 -11 L It-3 1/2 It 51 0 1/2'6 - THIRD LEVEL FLOOR FLAN EAST I NG F.F.E. 0551-2' 122'-ll 1/2' 30 10 1/2' 'A 15'-I c� 1/2" 131-4 1/2' (0 A l 93 . 3 SCALE.- 1/5 =1 -0 0 -0 81-01 6-0 2 Li V2 1/2 A5.2.1 I L < 5 1 54 55 56 5 7 1 . 62 65 PLAN NORTH td RN *- - - - RP Ar. N6 s 49 50 52 53 U ce V_ rn CENTRAL AREA REFER,- AL -4, 2 7 48 49 1 1 .3 2 5 7 8 9 11 12 13 16 17 20 21 23 24 28 29 32 34 35 46 39 41 42 43 46 47 50 51 52 53 54 55 56 58 60 61 62 64 68 72 10/19/01 424'-9 1/2' cil-oll I 221-101 1 26'-10 1/2" a,-II, LI 201-is, -11, 1 311-101 311-9 1/211 '51-311 3a'-10 1/2' 12'-cl 1/2', 1 L 101-cill. L 2 1'-10 1/2' 11(01-411 J5'-1' 13'-1 1/2" 1 I&I-cill .241. I I(ol-cill 1 1 331-11 1 1(01_111 2 0 0# 4 .00 L 40 L 5'_91 5'-0 1/2 R 51W 42'-4 1/2 0 '00 .00 12'-3 TO R( GRID F 1 EgR9.1 _(0`� 3' �S° -8- O R .1 0 RJ A T U c) _ T 3Z 0 m u u 0 0 41 El 7 - 7 - - N �..,, Z a B 01 f, 1:4 w L It */D) m C3 2CC P4#420 N H F! — q- 17 r- '0" < #412 F_ —1 o I U L L OWNER/DEVELOPER L::-j 41 Q #422 0 I I P EF VAIL RESORTS S 1 13 DEVELOPMENT R T COMPANY AVON,COLORADO U C3 C3 V V.1 DESIGN ARCHITECT 1 2pol y z L 17 1 #410 #411 ;741 7 AA 1313 AA JJLl — 11 1 - 1 4240 CC Al EE L—Au—LA Denver, Colorado w___ FF DD Oq ND r_� I GG ARCHITECT OF RECORD y I GLOVER SMITH BODE,INC D OKLAHOMA CITY,OKLAHOMA 11 NID L F _j MID CIVIL ENGINEER �'D 4C LL ALPINE ENGINEERING,INC K 3 VAIL,COLORADO 31c. 1 1 -, #424 PP NN rEll #415 #417 1 1 1 S E GROUP ITECT QQ BURLINGTON,VERMONT QQ 408 STRUCTURAL ENGINEER RR TT -3 L ASSOCIATES, L MID cli I �c c SS HOUSTON,TEXAS fill UU Cfl :;=I M 0 pluu MECHANICAL ELECTRICAL _j PLUMBING ENGINEER F_ ---I F Pm #407 -1 1.- 1 %1 - — WW ABS CONSULTANTS INC Fm 01 INTERIOR DESIGN \R4 XK WILSON&ASSOCIATES I 1 N 0 C-4 C DALLAS,TX LIFE SAFETY �k_ fhi BCER ENGINEERING INC A 7T402 ARVADA,COLORADO L cc (7: PROJECT NUMBER 2094100 L G ISSUE REVISION DATE reT BEEE.8 co H _ u _Qq 11 1\ I I EL u �r_ugj I I FFF 4 M #30 2 L #428- + 3 cq I - NNN N, \\. - Q LA R R 4N p 1711 % -A 11 5 _#40 N _ e 77V Sxx.1 A s7 uuu c� Rk RIP ) 017 REV #7 10/19/07 015 REV #6 08/10/07 (0 Is �4EST �41NG 4 013 REV #4 04/12/07 fREFEf;R,- AL .4, 1 L 391-31 EAST �41N(:� 009 PERMIT SET 11/17/06 I 26'-11 1/2" 1(01-91 1 25'-11" 16'-cl' 10'-2" 31'-a 1/2" 341-41 ll'-4'1 L 13,-all 2 2'-11 1/2" 1 -10, LI 25'-1 1/2' j 23'-0' L. LT-(o cl'-4 ll'-O" L L I L L a'-lot 30'-10 1/2' 15, 18'-11" REFEIR.- AL .4, 3 3'-a 221-101 424'-2' (o'-1 1/2' I-cl 1/2 1 .3 2 5 7 10 15 18 19 20 22 @ 27 31 36 38 42 83 �4 57 61 1 . 62 65 66 67 69 70 71 Ln 7 CN11 Ln CO FOURTH FLOOR PLAN cn cn cn (n co A& PROJECT NOR� NOTE.- SEVERAL STEEL GRIDLINES NOTE., oR HAVE BEEN REMO�ANS D FROM 4TH, STRUCTURAL GRIDS IDENTIFIED PROJECT KEYPLAN 5TH 4 6TH FLOOR FOR AS SOLD ARE 'TIE-DOWN' CLARITY. RE.- STRUCTURAL FOR CONTINUOUS THROUGHOUT FOURTH LEVEL FLOOR FLAN F.F.E. +&I(o(o'-2' INFORMATION. 5UILDING VERTICALLY. OVERALL PLANS SCALE.- PLAN NORTH FOURTH LEVEL FLOOR co CD REVIEWED BY C> IN PLAN 4 FEB 2 6 2003 Al • 4 . 0 SAFEbuilt Colorado rn TT T T 'rT T 1 1 rTT RN U 0) Al 1 1 .3 2 5 7 8 9 11 12 13 16 17 18 19 20 21 23 GENERAL NOTES.- 2 281-31 341-41 321401/21 12 -51 141-01 121_E�11 11-41 101-111 14'-0 1/2' IOr 1 1/2' 8�/3. 12 -51 1. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND 4 REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL 1-101 1-81 1-111 1-111 1-31 1-101 11-101111 39 1-101 1-81 ' 31 26 20 11 12 k�!14 1 10 6-5 1/2' I� 14 1 0 VERIFY ALL DIMENSIONAL DATA. 1-31 1 ON -81 1 1 1 1 —51-81 41-41 L rlO 10 -8 4 1 10 5'-Il' 15'-(o' L L 4--b- 4'-4- 41 L 2 2. REFERTO WEE 11.51.0 THROUGH All.1.0 FOR CONCRETE FLOOR AND m ' 1 ! 2' 2 12' 4 -0 1/2 BALCONY EDGE OF SLAB CONSTRAINTS 21 3. OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH 70 e #412 BEYOND EDGE OF CONCRETE SLAB.- REFER WALL SECTIONS AND DETAILS REFER 4. CONTRACTOR TO COORDINATE PRECAST CONCRETE STF;ZUCTURAL SYSTEM 1 ] - COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL V22. — — — — — —I FRAMING. (RE.- STEEL COLUMN SCHEDULE FOR COORDINATES - S5.21 4 S5.22) Q Q 1 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL 1 O 404 s UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES S 0(o. REFER TO A6.23 FOR TYPICAL SECTION THROUGH CORRIDOf;r5 FOR LMMJ GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS T T C)Z�4 I. REFER TO SHEETS A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR 2 P14 V WALL DIMENSIONS. U 0 V.1 8. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM THICKNESS THAT ACHIEVES REQUIRED RATING. REFER TO UNIT PLANS TO u 0 Q I 04 LOCATE WALLS REQUIRING ADDITIONAL FURRING. u FIRE EXTINGUISHER LEGENDNOTE t- CA P4 24 -4 J 0 1 1 A -_ L4_AA Eff] SFEC - SURFACE MOUNTED FIRE EXTINGUISHER CA51NET 2C BE FEC - SEMI-RECESSED FIRE EXTINGUISHER CA51NET 0 �_2 cc vo C14 4 L_ U I— 0 P14 0 1'- I— DD 2" 2 1. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS e4 D A2.2 R NI 7, T 01 c1li 1/20 — !HA 10 TO BE DETERMINED AT A LATER DATE. 41-9 I/V 3 2. PROVIDE FIRE RATED EXTINGUISHER CA51NETS AT FIRE RATED WALL I REFER TO.- -4- INSTALLATION. OWNER/DEVELOPER VAIL RESORTS "q- I c:ORRIDOR--,I- I j -I F DEVELOPMENT 6 Z 4 Cr 1�- FEC- 1 -1 NOTE.- COMPANY cq M I cq-- 7 STRUC:TURAL GRIDS IDENTIFIED Ile V_ AVON,COLORADO 12 C:ONTINUOUS THROUGHOUT AS 5OLD ARE 'TIE-DOWN' NIIII' F - - - - 5UILDING VERTIC:ALLY. .tK U. 14 1 1 1 53 NOTE.- ALL SEC-TION MAFKS NEW 0 L5'-2 1/2 4 1/2' l THIS SHEET 4 INCLUDED FOR QQ f;mVISlON -I. DQQ A 2D Denver, Colorado A 7IBM j :;t I UNIT SLIDER DOORS TO EXTERIOR WAVE CNANCED. REFER TO INDIVIDUAL UNIt REFER TO.-#40a--A2.13.1 I . I gum PLANS FOR REVISED CONFIGURATION(S). GLOVER SMITH BODE,INC 70 F— -1 OKLAHOMA CITY,OKLAHOMA 7h (o 1/2t I Dq A CIVIL ENGINEER \J0 %11 x P 1 L— J NOTE.- SEVERAL STEEL GRIDLINES ALPINE ENGINEERING,INC HAVE 5EEN REMOVED FROM 4TW, VAIL,COLORADO E �o 5TW 4 &TW FLOOR PLANS FOR 5.1 14 Lj L-i n, N \\, / / / I.1 -$ 1/2 1 QIL o j e L 1 ORMATION. S E GROUP V BURLINGTON,VERMONT STRUCTURAL ENGINEER/ O 1 � 1 --- `' 5.16 � N�V CZL HAYNES WHALEY ASSOCIATES, F_ -I MCTRI12 7h PLUM13ING ENGINEER O cq — LS2 tF=F I ABS CONSULTANTS INC INTERIOR DESIGN C54 I. F-LEV. jF_ I Z WILSON&ASSOCIATES L05BY 40CIA DALLAS,TX 7h BCER ENGINEERING INC Cl c1`1 ARVADA,COLORADO #4 :�REFER TO -1 M .- 412A IT A2 3.1 PROJECT NUMBER- 2094100 1.4 �==� I I I ® L____ 1 s I l ° —— ' I ISSUE REVISION DATE -- - - - - - - - - - - - -,,� ; 51 I've ENLARGED FL own L II 4ST/AIR FOURTH LEVEL FLOOR z I \�L_4j- N 1—0 N LN WE T W ING F.F.E. 48166'-2L C) SCALE.- 1/6 0 4'-0' V-O' 161-01 _N PLAN NORTH F14 CORRIDOR C3 TOV REVISION UPDATE 10/05/09 G FEC G Aq.1 P014 TI ZRFP#60B 03/24/09 "07 — 4 -U=t 1 0 1 I q.1 H H ASI#64 01/06/09 — 7- -- —loot VE! RFP#35 11/14/08 SH NSA 0 T -N 4M GNE REV #8 08/29/08 1l,-4/ALI._ V #301 28 05/22/08 PR#LLL_j == REFER TO 017 REV #7 10/19/07 A2.2q.1 E=I A 015 REV #6 08/10/07 (o 009 PERMIT SET 11/17/06 V111111 10-4 21 Zq 2-#4�_3 I a 0 I I 4N 1p 03-- 11 - I I I - 0 A2.34.1 tr 5E OPEN i 5ELOW #405 0 1 REFER TO (0 C14 A2.35.1 L PRO ww. ,R 42 L——— 0— NORTH PROJECT KEYPLAN E�2 JO tsxx.l 7— L L _ _ J REVIE1 D BY uuu '-4 1 '2' 4 1/2 _Cl' 31_91 31-101 r a' 1 6-4 1/2 31_q1 31-91 (01-31 lai-41/21 al- 1/2 ENLARGED PLAN LO l L - . (01-21 11,40 1&1 2 2009 FOURTH LEVEL FLOOR \ '10 !Ir-0 0 _91 - 10 16 -9 1 141-41 1& 4 -1 1/2 WEST WING A5.31 1(0 1 5'-Cl 1/2-1 1'-11/2' 41-21 PLAN iAFEbuilt Colorado 2'-1 1/2' Oil-10 1/2' 0 1 ON 5'-4 1/2' �_I' I -C 2 5 -1 1/2 N- / 2 r2 2:L 1 Cl _(I_]ON -50 1-51 -31 1- 40 22 341-41 25'-] 1/2' 12 L 14 L L 23 2 - INLN L kT I'-& 1/2' �° lid 4' P 11 1 N A L 2 A 1 o4ol A 1 1.3 2 5 1 8 1 9 10 14 8 1 18 19 20 23 LO C,4 b N__I 4 V) cn 5.1 cn cn U) 22 Ab. cn GENERAL NOTES.- ,: 4 C 20 3.1 28 1. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND C', REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL 14 I-ON ?V-411 I-loll 11'-11 1/2' 131-3 1/2� 01 1- 20'-]' 2(o l'-O 12'-0 1/2' 5'-1 I' (o - VERIFY ALL DIMENSIONAL DATA. R10.1 3'-6 1/2' 4'-5 1/2 2. REFER TO SHEETS A11.51.0 THROUGH Al1.1.0 FOR CONCRETE FLOOR AND L C 121-31 141-10 1/2' 11'-9 1/2' 1 1 10 1/2' 101-91 2l'-10 1/2' 1 a'-1 1/2" 1 211-511 1 I L a 111 111 L5'-3 1/2 BALCONY EDGE OF SLAB CONSTRAINTS 11-511 11-51 31-311L a'-(o 1/21 101-51 5'-5 3 1/D I T-0 1/2' (01-1111 (01-11, 11-01 ' '-51/2�4'-21 101-111 101-101 2'-2 1/2 4 a' 41-4' L31-311 0 & & "& & 4 4 4 f 4 4 OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH 21 31 , G BEYOND EDGE OF CONCRETE SLAB.- REFER WALL SECTIONS AND DETAILS C( R9.') RD R9 A55.31 4. CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL 7 FRAMING. (RE.- STEEL COLUMN SCHEDULE FOR COORDINATES - S5.21 4 S5.22) 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES (o. REFER TO A6.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS I. REFER TO SHEETS A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR 10 WALL DIMENSIONS, 8. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM 0 \O 1 00 THICKNESS THAT ACHIEVES REQUIRED TING.RA REFER TO UNIT PLANS TO 0 LOCATE WALLS REQUIRING ADDITIONAL FURRING. u FIRE EXTINGUISHER LEGEND/NOTES.- 0 ,��/+ W IIIIIA3.161 O 2L E I 3z EWI SFEG - SURFACE MOUNTED FIRE EXTINGUISHER CABINET 0 0 II.-OOO011 #416 #414 FQEI FEC - SEMI-RECESSED FIRE EXTINGUISHER CABINET PER TO.- I REFER TO: I III A5.2 A2.2 1.1 .23.1 W FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER 6 AS.22 3 31 Ell 1 3 1 1 IN A &_ I E= � 1. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS 1 7 TO BE DETERMINED AT A LATER DATE. 0 C) 2. PROVIDE FIRE RATED EXTINGUISHER CABINETS AT FIRE RATED WALL INSTALLATION. OWNER/DEVELOPER 3 i I 1 A5.25 4 —C) 4 VAIL RESORTS 54 T1 I- Ul 4 DEVELOPMENT NOTE.- A. COMPANY STRUCTURAL GRIDS IDENTIFIED I AVON,COLORADO @599 AS 50LE) Af;Rr= 'TE-DOWN CONTINUOUS THROUGHOUT 12 BUILDING VERTICALLY. 9 1,2"+ \Rj DESIGN ARCHITECT 1w ._6P'--Z U2" 0 (A. 4e LO 2D i a I . . . ____L — — I NOTE.- ALL SECTION MAWS NEW 1 _Til 4240 6 d--%I I —7 "K T_ #412 El I __1 I I I ! t, III C-4 r REVISION STAIR CORRIDOR E7 4 REFER 0.- 8� Denver, Colorado IA2.13.1 C3A #2 413A FEC ff UNIT SLIDER DOORS TO EXTERIOR NAPE- -------- ARCHITECT OF RECORD 7-, CHANGED. REFER TO INDIVIDUAL UNIT t_g j-1 L J 1 PLANS FOR REVISED CONFIGURATION(S)• GLOVER SMITH BODE,INC 07'�' ® in — — ELEVATOR 8 p `' oI�LAxoMA CITY,oI�LAHOMA q. 7 4k P14 L055Y A u 00 CIVIL ENGINEER A "q- 17e TRASH 5 _1111 5 -111 ALPINE ENGINEERING,INC U. GORR ID 4000A EF m VAIL,COLORADO 4C 415 31 4 2A - - - - - - (7) 1, 41-11H L -4 - - - - - - :D (72 > 4 1 a LANDSCAPE ARCHITECT EL�G I . - . . .1 11 1 1 c S E GROUP 1122 4 iir FEC E F`14 BURLINGTON,VERMONT M L 4 2 1 • E L 1416 L E J Cl 1 STRUCTURAL ENGINEER GORR VEST. E,J (V HAYNES WHALEY ASSOCIATES, c4 I 13 /6\ -�(OA 1 411 416 INC P14 P14 4 1 r3A A,. HOUSTON,TEXAS LO MECHANICAL ELECTRICAL 2 CORRIDOR FEC P(O PLUMBING ENGINEER 6 F 4 NID ABS CONSULTANTS INC Q6 6 DENVER,COLORADO V A6 U INTERIOR DESIGN I FT_ I V.1 N FBI] WILSON&ASSOCIATES DALLAS,TX ll� k I m MIFF- P14 lop LIFE SAFETY 01" 777 -- - - - - - - - - - mm � 1� I U�-,- - - 0 6 1 - BCER ENGINEERING INC 0 ARVADA,COLOR-ADO T_ AA PROJECT NUMBER 22094100 2u ISSUE REVISION DATE F T fT__ BB IT- F14 L7 #411 A P14 REFER TO.-I A2.14.1 c c 10 P14 L-E f A ® r GG 6 H H Fill H- 1 4 0 1 rn up \R) 2 F\ I E 1111 F.R y I r - A5,33 cfN [q Nt 017 REV #7 10/19/07 1 015 REV #6 08/10/07 0 Q A& V 009 PERMIT SET 11/17/06 L 4D 4C r2 I - ni Ell 4 #417 :;t CENTRAL #415 0 a - J AFMA TO.- IREFER TO: 1 A2.30.1 A2.31.1 ON IREFER 1.4 E)a-, C3 Ef _T1 'IT, ss 21-01 12) 1 6 3.1 1-01 131-11 V-10 01-11 1-1 1-111 5 I-CIO 1 L11 L 41-�' .41-101 51-91 1, 5'-ll S'-6' 5 _10�1 1-2 1/2' (0'-4 172 _jl/2 a'-4 1/2' 6 51-101 1 -()"t & 10 0 10 0 REVIEVvIED BY PROJE= I - Nop"m) PROJECT KEYPLAN ll" IV, 41'-2 1/2' 1/2-' 91-41 341-411 Ill-all 111-41 31-0 CIO FEB 26 2008 -AI I SAFEbuilt Colorado 23 28 29 33 36 41 42 46 47 a ENLARGED FOURTH LEVEL In ",4 co ENLARGED PLAN FLOOR PLAN CD CENTRAL AREA C) FOURTH LEVEL FLOOR PL AN CENTRAL AREA F.F.E. +ai(o(o'-2' SCALE= 1/5 =1'-O" 1 0 IV-01 f=LAN NORTH Al 94 * 2 'R11, L 3( .22 U rn elf C42 45 46 47 _ Y 48 _ 49 50 'W& - q' 4 54 _V1 ' 56 _ 58 15 -8 1/2' 60 61 62 64 24 -8' 68 t 3 -5 1/2' 72 2'-6' 2 --1 4 5 1/2 14 2 1 -4 7 O GENERAL NOTES- 13'-1 1/2' 16'-q' 1'-�` 2410" 2'-6' 16'_q" 3'-5 1/ ' ��'-1 I/ " 1'-933'-1' A5.2 t A5.36 10" 3 AS 7 p 1. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND 2'-1 1/2' _ 1'-2' 5'-11 1/2" '=4 1/2' S'-4 1/2' 1=2 1/2" 10'- 1 6'-3' 8'-4 1/2" 8'-4 1/2" '-10' 9'-11" 10'-8' '-8 1/2 q'-6 /2' 8'-8 I/2" ; ,� m REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL 6 i 0 2 -S _ VERIFY ALL DIMENSIONAL DATA. 5 � I I =� 1 2, REFER TO SHEETS A11.Bl.O THROUGH A11.1.0 FOR CONCRETE FLOOR AND °U Q BALCONY EDGE OF SLAB CONSTRAINTS 51 a O O ° ' o - 6- 3. OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH 10/lq/O� ' ® BEYOND EDGE OF CONCRETE SLAB: REFER WALL SECTIONS AND DETAILS 5q N H 4. CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM �n COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL _ r K FRAMING. (RE: STEEL COLUMN SCHEDULE FOR COORDINATES - S5.21 4 S5.22) I IF-11 �n r' - 2C - ^ I 1 ' _ N 2 L 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL ``' ( I I 2CC A5.36 UNIT SPECIFIC DIMENSIONS NOTES DETAILS AND SCHEDULES ° #41 - ° 5 1- H M REFER o: I #42O ^-'` ° ASA `" � � 6. REFER TO A6.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR O I I - - - - M REFER TO: e ° GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS r - 7 - A2.C5.1 - #4Z2 A � � IO 0 - ® - I. REFER TO SHEETS A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR O 5.10 J I azFCq 1TO: ® ° WALL DIMENSIONS. ° 8. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM V O - - - P THICKNESS THAT ACHIEVES REQUIRED RATING. REFER TO UNIT PLANS TO p 3A o LOCATE WALLS REQUIRING ADDITIONAL FURRING. N V V t ' - I ORRI OR P14 10 L6\1 2q E.� P14 420 A8. P22 1� K2 P6 6 FIRE EXTINGUISHER 1. EGEND/NOTES: ,� + W 42 N = I SFEC - SUFFACE MOUNTED FIRE EXTINGUISHER CABINET LA � ° �♦ j_ 1 EAST P6 � � -' � FEC - SEMI-RECESSED FIRE EXTINGUISHER CABINET x P14 ELEV. I 1 ELEG. ID�- -p! ` LOBBY i i® P6 U V FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER 6 421 I � � I - .. • I 422 I � STDRACxE I _ 1. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS N 5 I ; P14 427 _ _ X TO BE DETERMINED AT A LATER DATE. ° P22 - 2. PROVIDE FIRE RATED EXTINGUISHER CABINETS AT FIRE RATED WALL - A8.5 e - - ° ` ® ® Y INSTALLATION. - N 2 C I i ELEV. 6 FEC ° OWNER/DEVELOPER _ EL LOBBY , ' S1 #41 I O 423 423A I VAIL RESORTS AA 2 - REFER TE _ 1 O _ _ - _ A DEVELOPMENT 1-1-1 .1 NOTE.- � - - - -' gg � COMPANY gg 7 STRUCTURAL CxRIDS IDENTIFIED ` 424A m _ N , , AVON,COLORADO 1 0 1 EL � AS SOLD ARE TIE:-DOWN L _ _ A5.1 x 1 �0 P22 1 EE CONTINUOUS THROUGHOUT CO 5UILDING VERTICALLY. FF 3 424 - _ - FF DESIGN ARCHITECT G - - - - - - - GG _ _ 52 - - - ♦ - - - - - - `�; NO ALL SECTION MARKS NEW 4 4 H H J 2 THIS SHEET E INCLUDED FOR 6 I '- I I P14 _ Q N N REVISION 1. Aq.lo i - I , , LL Denver, Colorado N 0 7'-2" 7 O 1/2" 8'-4 1 " 8'-4 1/ " 5' 1/2 '-10 I 15� _ I ° N l(� t� _ _ " 1 1_ 1 _ UNIT SLIDER DOORS TO EXTERIOR HAVE 14 2 I/2 16 q 6 - 5 1 N CHANGED. REFER TO INDIVIDUAL UNIT ARCHITECT OF RECORD N ° ❑ I Ka I O PLANS FOR REVISED CONFIGURATION(S)• GLOVER SMITH BODE,INC mot' OKLAHOMA CITY,OKLAHOMA m A5.11 1 ® I I ' REFER TO: 1 _ CIVIL ENGINEER A5.1 N 10 1 - J Q17 A2.C2.1 # 2 5 �9 N 1 ALPINE ENGINEERING,INC _� cv 19 1 I iv `� 510 VAIL,COLORADO �0 ° ° 8.6 I I I m LANDSCAPE ARCHITECT pp - - - - - - - - - _ pp s E GROUP - - - - - � V BURLINGTON,VERMONT QQ = - - - - - - - - - - • - �= QQ STRUCTURAL ENGINEER N HAYNES\'HALEY ASSOCIATES , RR `� - - - - I - - = R R 1 - t HOUSTON,TEXAS c4 `� A5.3.1 \ ` 2 #425 ' _ _ _ 1 I 3 �, EEE R. - ( MECHANICAL ELECTRICAL m I PLUMBING ENGINEER S S N I I JT ' I I I A2.31 O: I _ S S 1 1 ABS CONSULTANTS INC ° ° ❑ P14 DENVER,COLORADO EEE.8 I INTERIOR DESIGN � 1 ` � I ° FFF WILSON&ASSOCIATES cn 1 I crl 1 1 LIFE SAFETY �) -%A5.4 1 BCER ENGINEERING INC 3 R 14 0 _ ARVADA,COLORADO N _ _ CfJ ctl [m] 20 217 1 m 14'_-1" - - PROJECT NUMBER. 209.11 00 WW > R 13 ISSUE REVISION DATE XX ° 1 ' In 3Cc ° ° o - - - #426 5 521 _ VD ,� A5.4.1 'b ° 5.52. 48 0 REFER TO: tl'P �r 171 1 A2.C4.1 - - - \� \ - ZZ - N - q - - - - - m q \ if 1 19 N SIM 4• \ ° I A5.5 RM 7 \\ � N I 1 II TAI \ 1 P14 �, i9, C A8. I I I I #� 1 1 - 'i 8 A`- ♦ d ♦ I N N I EEE \ REV #7 10/19/07 A5.5.1 /11�017 EEE.8 ;' I I 1 ' 426 P14 FEC Aq.3 I I 53 I EEE.8 RN t9 �� b o1s REV #6 08/10/07 ° 013 REV #4 0}/12/07 FFF - - I I RP \,0 50 51 53 54 55 57 4 ' I 009 PERMIT SET 11/17/06 I I _ _ - - Q 1 I 1 b 2 N N 1.4. 181 I _k -JNML I F17 N 2 PARTIAL PLAN M� I - IF 1.4.3 SCALE: 1/51=11-011 14'--1" I I ® II -> �, co 0 4'-01 81-01 1b'-0' ° ° 1 D $'tom N i=LAN NORTH r L- .') r ° ° - K I I e LAI 3Cd 11 2 N REV,�L �v�.D EAST WING #429 1 10 FROJECT ' - #428 A8.6 _ FER TO: I A8.6 ,,,,I 8 \ 1 FEB 2 6 L �_ NOR'[H 2.C6.1 I REF R TO: N � � � A5,ro SUE 53 A2. 5.1 O O OR H 51 i _ M PROJECT KEYPLAN M - - - 6 1 SAFEbuilt Colorado in 1 H N 4 n I \ \ O 42 C53 A8.6 M N \ 56 \ m ul 1 s ic, /� ENLARGED PLANS M _ I 1 .�% ENLARGED PLAN -FOURTH LEVEL EAST AREA o I - \\ \ 7 -3" �' 4' ''' 3'-11' 3'- 1" P FLOOR PLAN - EAST WING F.F.E. +8166'-2' 4TH FLOOR 41 CD 1 ° ' -i \ 4'-O' 13'-1 1/ �' 5'-10` ' 11'-3 1/2` 13'-0" 6'-1' 8' " -1'-3' ° �\ \ 1 1 �� 2 1/2 6 /2 1.4.3 SCALE: 1/511=11-01 ' I 22'-11 1/2' 1 30'-10 1/2` 15'-l0' S'-1" 7'-10" 1'-& 1/2" AN NORTH 1 5 91/2 1'-11 ' 4'-4' 8'-10" 1 191-10' 7'-11/2" 4'-2° 1-f'-2` 6'-O" 4'-6" RL R n 3.13 • • 3 6 _ _ � - - - - - - - - 4'-91/2' 2' 11/2` 48 3.13 50 51 5 , 3 54 55 57 1 1 61 1. 62 65 2 0 66 67 69 70 71 u A5.�1 A5.46 A5. Q6 A5.6 rn CENTRAL AREA ( n N N REFER.- A 1. �. 2 co N �' 43 54 56 r 1 5 7 8 9 11 12 13 16 17 20 21 23 24 26 27 28 29 32 34 35 36 39 41 42 47 48 50 51 52 55 58 60 61 62 64 68 72 46 49 53 450'-9 1/2" I _.....,..... 10/19/01 2 '-mil" 3�0'-10" 36'-q 1/2 ' °I'-3" 3�'-5" 13'-1" '-10" 2-1'-10 1/2 " 24'-11 1/2 " 13'-1 1/2" 16'-OI" 24'-O" 16'-�1" 33'-1" �I �I 5 -S �I 10'-1 O 1/2" 10'-1 1/2,' I " I q5 -q 1 q -10 1/2 1 14'-1 1/2" 5 _� -12'--1 1 I 1 �0 _-1 I 1 I I 42 -4 1/2 1 II I I I 1 1 1 I II 1 10. 2T1 11 II I I 1--i R9.1 °�� t� o 3L ° 3S 1 NV0 - - - - - - - - - - - - — — — — — — — 0 514 #516 l I — — — — = I—+ Z 04 c '� � p ~ W B N 6.S -�' � � I 1 '-2 " I N E.1 0 A " � I I I I I II I I I I — I — o - s x cn Mac G Ji M I I . II #51�Z I X o � I - I I n�j /► I I I 20 m II I I M L OWNER/DEVELOPER N - — — — - - ;- Q N I 1 , _� � P VAIL RESORTS S I L I I I ' I I o o ° — DEVELOPMENT R COMPANY -r AVON,COLORADO sM – — — — I u _ o ,n X V.1 DESIGN ARCHITECT 13D I I I — = Y F_ — �" AA I 1 #510 , e II I # I = #51 I I AA BB 4240 EE ST m — — — — — — L _ I ° 1 - - N Denver, Colorado HH D0 I FF H H GG ARCHITECT OF RECORD ULLli GLOVER SMITH BODE INC *zzzzzz=i;m JJ K K I — — — I I I ; ® I I cn LL OKLAHOMA CITY,OKLAHOMA N — • — I ® ❑ ® ® I - N © I CIVIL ENGINEER IK]4 D N - 3 C b s z ALPINE ENGINEERING,INC N N I I I o 11 4 C I I '� I I P P sob vAIL,COLORADO SAA s'p - - _ _ I _ 0 I I _ _ 0 515 I#52 — ` — — — LANDSCAPE ARCHITECT QQ = I o 0 1 _ _ — (�(� S E GROUP BURLINGTON,VERMONT 508 R TT r _ i N — STRUCTURAL ENGINEER m N � L ° I O I I I ^ 0 SS HAYNES WHALEY ASSOCIATES, _ I ° t 1 — I `I SEE INC �� \`�r I T� -� 1 I I I I = I I �� HOUSTON,TEXAS VRI, J � N WW MECHANICAL ELECTRICAL N \ 3 �, #507 1 I I N XX PLUMBING ENGINEER VV / ©_ ABS CONSULTANTS INC Ix I I I I 1 o i r° ( I _ DENVER, n ° m I T INTERIOR DESIGN DALLAS,TX YY I \��.� \ O I m = I _ # C 1 I WILSON&ASSOCIATES o ' ,' I I I I _ �- V o - LIFE SAFE,TY \ 402 0 o p I I l N zz BCER ENGINEERING INC I 1 ARVADA,COLORADO � N I sPP — CC PROJECT NUMBER 2094100 3 I = 0 I 1 — �' EEE ISSUE REVISION DATE N � t i ® _ 1 I Coo N I I - M I l � � ° I I 3Ck N #529 ' , - - 1 • N r I I 4 N 1 \ o UU. I 1 #403 0 m M IN N =SZZ m I I I III I I I I I I I I I w /17017 REV #7 10/19/07 015 REV #6 08/10/07 �,�5� !mil f NC-� 6 �O 013 REV #4 04/12/07 REFER �`" L �. 3 009 PERMIT SET 11/17/06 WEST W11�G 35'-S 1/2" 59'-4 1/2" 14'-5 1/2" ,�1. J. 1 41'-2 1/2" 20'--1 1/2" ��'-8 1/2" 1 15'-11 t 125'-6" 2-I'-O" 3'-2 1/2' 41'-5" I -I'- ' 9'-4" 11 '-8" I 34'-�" 1 I 11'-8" 11'-�" 13'-11" °I'-q 1 2 " 51'-O" 1 �'-8" il'-8 1/2 " I 12 '-cl 1/2' _'-S 1/2" 10'-2 1/2 " REV EVVED By 1 405'-q 1/2" 62 67 69 FEB 2 6 2008 1 7 8 9 11 14 15 1 20 23 25 27 28 31 33 36 38 42 48 50 52 57 61 1 . 65 66 70 71 ILD� � N N N N � Q � AFEbu11t Colorado 5TH FLOOR PLAN �'/^� /r/^� /`/^� ''^^ /`/^� //� PROJECT V! V! V/ � V! V J V l V! V J NORTH TRUE NORTH crPROJECT KEYPLAN NOTE: SEVERAL STEEL GRIDL INES 7 NOTE: OVERALL PLANS HAVE SEEN REMOVED FROM 4TH, STRUCTURAL GRIDS IDENTIFIED FIFTH LEVEL FLOOR FLAN F.F.E. +81��'-5 1/2' 5TH 4 roTH FLOOR PLANS FOR AS BOLD ARE 'TIE-DOWN' M � 1 N 1.5.0 „_ ,_ " CLARITY. RE: STRUCTURAL FOR CONTINUOUS THROUGHOUT FIFTH LEVEL FLOOR SCALE: 1/16 -1 O INFORMATION. BUILDING VERTICALLY. PLAN PLAN NORTH a A 1 . 5 . d U a' 01 1 t 1 1 1 1 C/) N N ` K: M N � T > -< < —I fJ Z � L -r C7 > N < < —i (n TO Q N I— > > � < C7 � Z x S C -< < TJ Z x 2 n > < n 0 2 x S C 30'-6 1/2' 25'-10 1/211 14'-5" 7'-O 1/2' 12'-3° 13'-(0" 12'-4" 2 '-q 1 1°I'-1 1/2° 161> 1'-O" -1�_q�� P_�r "O-'I C�� °S\I I-'PI I P-' S "4-'SI 1O 112' I 11—/1 I II I II 1 11 I 1 I II I II I II I II I II I II I II I 1 1 II I II I A A I II I II 1 A I II I II I II I 1D 15 -5 -5 5 -�4 21 -11 -1 q -� 1/2 12 -0 1� -5 11 -0 1 -6 -I -10 11 -1 1/2 1 -q 10 - 1/2 5 -3 �- 8 S\I - of P- I S\I 1-111 OI- i- i'-11° I ° ° 1 �-2'-1011 / I 1 I II I_ II I 1 I II 10'—� 1/2° I ° � II I 1O -5 1/2 I II �J'-1" I_ ° ° I "I-'a II I S\I �— OI 13> 37 -5 4O'-11 1/2° 2 5 -0 -7 -�f L41-411 , 5 - -5 `� �- r °8-'P " - "�-'� °r 4 1' O 1/2" 3'-10" 5'-5° 7" .Q/ 10' ¢II III 3 1/211 _ IIa 3' 10 1/ I 1'-1° �° I I °� 11- 1 I \1 01 'F- -� - - - - - - -_ - - - - - — I — - ----- - -- - -- I p q ,, -n m I J �4 s; -n Z M. --� �' �; O- a 1 I I < rn mu II -n 9 O I � O I I z 70 o I , m I 1 r �s �, 1 � r - - Aj I 1 1 m O o NN I � I Y- 2 n 1 C w rU - � o 'w co MC 3 1/2' 1 I N o I � o – – - - - - - I - - - _ - s9 i o , ° cn �. ® N� N N I I N I N s9 e2 I `;� O OI I O ( w -a N F 4 ry Ur o l o I 00 0o Oo — — — — — � � - s11 _ _ _ _ ° _ _ _ _ ,� I � N M �, � I I I ° III ' I I � � � ,� � � I I ' III N _ _ N O O I _ I I 1 1 w I P 512,4 Qp co Ma CORRID R I — — `�- 1 (0 — tl./ N I o I �1 ► , .,, 1 v* o rn I ° I 11 O co G>1 O 11 I 1 s13 N �� rn I gym { ° N � I w O O w I � u LLJJ11 W W _ I I N uY o - - - - w 1 w I I w 1 I O 1 1 1 JLLz V1 7 01 - I I CORRIDO _ �t W 1 �1tt- _L uzcv� ( N ..!/ — V' I_ ` I tlytl — ' G I v, N vl A w a J11 r UT N = _ I I I W 1 I I N� O ° O a l W bt) I A I Ill Im �T Xc.G z�• .p -p ° - - - - - - _ - - -�. _- Q - - a a iol �al 0 v? I o o - - `�I '1 f I I m W I I ,4 I I I GJ ti h- p I o 11 -70 I I 3' 1/211 _ _ "S\f I I 0 ` CD OC- L I o I _ 1 o I I OI °� CO to I I 4p- -n -n I N - � D oAo � Nax ® I —� I - - - I 1 ' 1 I I - - - n 1 �, �_ o I I o I _ _ � 4:11 70 1 I O O III ° ,I Ib o70 01 I 1 I N O o � 1 I I I° mo i ij II IIII � � uJ_ �� _ O O – J_�� u O _ I I _ Q sf QISfSf001 - -0 505 �'' I 0 w w co UW / \ C4 _ 4 \ I FFFF4— — .}. - - — � — - - - - -I- - - - - — - - - -I� b d �I- - - - - - - - -I- - - - - — r — - - -I- - — — - - n GENERAL NOTES.- C r 1. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND LO REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL 20 21 cn 23 24 26 27 28 29 32 34 35 36 39 41 42 43 46 47 VERIFY ALL DIMENSIONAL DATA. 4 3'-0 1/2 511 Oil 11-411 N (51 2, REFER TO SWEETS A11.51.0 THROUGH Al1.1.0 FOR CONCRETE FLOOR AND 01-3 12'- 14'- W-11 1/2 131-3 1/2 41 P , 201-111 2 10 12'-0 1/2 " BALCONY EDGE OF SLAB CONSTRAINTS 0 1/2 1',d2 1/2 111-oll j 151-oll 11'-4 1/211 131-3 1/211 tpl 9111 2-11-10 1/211 24'- 1 1/211 L lo' 4 1/211 �-2 1/2" 10119/01 3. OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH ,21 s241 IRGA BEYOND EDGE OF CONCRETE SLAB.- REFER WALL SECTIONS AND DETAILS all 01-111 loll 1- 011 1-all 4'-5 1/2 3 1/2 rcl '-a 1/2 19 - L4 -3% 131- -1 1-311 4'-3"L 14 L 51_3" I_ 5 L4'-4 L # 1 O'-S" 4. CONTRACTOR t0 COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM 5'-1 1/2 COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL FRAMING. (RE.- STEEL COLUMN SCHEDULE FOR COORDINATES - S5.21 4 S5.22) 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL �4 10 UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES Z 1� I- all E7-2 A3.1 8.2 (o. REFER TO A6,23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR C) 10 RH.11 GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS pIIII-q 10 I -10 1. REFER TO SHEETS A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR WALL DIMENSIONS. 84 A 8. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM 0 cq) V, 1 11 - b I!! I! A I THICKNESS THAT ACHIEVES REQUIRED RATING. REFER TO UNIT PLANS TO u P30 P30 WALLS REQUIRING ADDITIONAL FURRING. u LOCATE W 4 mom, 4 3 L 3s FIRE EXTINGUISHER LEGENDNOTES.- S IM. N L� #514 #516 W SPEC - SURFACE MOUNTED FIRE EXTINGUISHER CABINET REFER TO.- El A2.43.1 REFER TO A2.44.1 FGH FEC - SEMI-RECESSED FIRE EXTINGUISHER CABINET 21. FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER R /6\ 6.2 )L 1. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS C" N�A5.25 \ 11 0 TO BE DETERMINED AT A LATER DATE. I T — __ 0 r 2. PROVIDE FIRE RATED EXTINGUISHER CABINETS AT FIRE RATED WALL 4 E4 INSTALLATION. OWNER/DEVELOPER L =c\ F VAIL RESORTS 0 DEVELOPMENT 10 NOTE__j 30 COMPANY GRIDS IDENTIFIED 12 0 STRUCTURAL C 41 AS 5OLD ARE 'TIE-DOWN I AVON,COLORADO 12 f 0 CONTINUOUS THROUGHOUT I D BUILDING VERTICALLY. P30 *40* lei 1 3D 0 - — — — — — — — — — — — c DESIGN ARCHITECT I NA5.24,F 0 Ar. 717 0 1 4240 :L- A , TI 1 1 ItImill I f-ro) c; #512 r_1 'V5.2-yv STAIR THIS SHEET 4 INCLUDED FOR > REFER TO: 0 110 REVISION 1. A2.41.1 f2 O C3A C,4 11 �4A Denver, Colorado P02 2 V F-1 1 1 T Flo CA UNIT SLIDER DOORS TO EXTERIOR HAVE a-i CHANGED. REFER TO INDIVIDUAL UNIT ARCHITECT OF RECORD OR RI R ft�.. —E R=fl L_ — — — — . 11 . - - _a" a ELEVATOR I- — — — — — — — — PLANS FOR REVISED CONFIGURATION(S). GLOVER SMITH BODE,INC - 4 - - - - - - - - - -A ri 4 N 14 FRC 13 L055Y OKLAHOMA CITY,OKLAHOMA 4— 'ZZ7 I - 7 !io --------- L P30 _ _1 ELEC: 500A. TRA 14 1 T EF CIVIL ENGINEER 5027-1/ u - i 0 K — — — — — — — — — I_ ?22 = �R_ ALPINE ENGINEERING,INC -4 (X Fib I I - 1 11 A I NOTE.- SEVERAL STEEL GRIDLINES VAIL,COLOR-ADO mi . —A c o HAVE BEEN REMOVED FROM 4TH, f 5TH 4 6TH FLOOR PLANS FOR 4TORA qH CLARITY. RE.- STRUCTURAL FOR LANDSCAPE ARCHITECT 7 )p P22 00 LE INFORMATION. S E GROUP 13 1 / (D Ed a- 11 HUH BURLINGTON,VERMONT t 1 C1ORRlr1)L1jm VEST, 51q E.i E� \Rl� c5c E5) 4 51CIA cORklDOR 13 1 - I D 7777' STRUCTURAL ENGINEER F`29 mlk A 4 HAYNES WHALEY ASSOCIATES, 0 0 . 777., 7 INC HOUSTON,TEXAS 4 CORRIDOR 122 P22 EE F`2cl 7 - - P29 c� MECHANICAL ELECTRICAL® ®! - IV, . 0 PLUMBING ENGINEER V 6 u I ABS CONSULTANTS INC -0 DENVER,COLORADO n - 11 111F CDL 0 INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX - - - - - 77_- - Z oft t I - .1 7!� - - - - - — A 1, - /--\4 (3 — .=1 �- FT 0 LIFE SAFETY K I I I BCER ENGINEERING INC -10 Lt - ARVADA,COLORADO -T-1 E. AA . — — I 3CI I I \ 11 Ll=— - I B B PROJECT NUMBER 2094100 #511 0 r r ISSUE REVISION DATE DD CA I I 1 0 REFER T(:;) CA A2.42.1 I (fl 0'-4' CA sT -1 il " --- P30 14 P30 0 r HH AAIVO Ly r ri JL + L A I KK w r LL z LO 4D 4C z 1 #515 #517 lull P30 U11 I ' u L3 TO-, REFER, TO.- 017 V #7 10/19/07 cal q II QQ 0 A2,30.1 A2.31,11 QQ 015 REV #6 08/10/07 CIA A(o El009 PERMIT SET 11/17/06 F_N I L] N 5� OI t I N ,n El— _Tj CENTRAL I A6 17- aj I I P.30 4-11, 4— --1- A" ccl 5'- 2 1/2';, 51-1111 211 al-4 1/211ELI-10 I/Z, rol-lill 1..0 1/: 11 1-60 L41-1011 51-q" 51-1111 1--ill 1-1'-21' 1- 311 -4 1/2 a'-4 l/ K -*L k 11 1 k 14 11 1 1 113 211 1 1 1 1 1 -011 91-411 11'-8" 1-4511 11 PRoTE 121-3 1/211 12 '-q 1/2 72, # 11 1 341-4n 1 11 111-411 NORm= 11 1-311 1-1011 1 11 Ir I f 4 REVIEWED BY 12'-10 1/2 319 22 1 -4�) AiO 201-40 111-411 PROJECT KEYPLAN FEB 2 6 2008 1 38 46 47 23 co 28 31 33 CI-4 CN 1 (2) SAFEbuilt Colorado ENLARGED cn co (n _2 9 FIFTH LEVEL FLOOR PLAN co CD Nr CENTRAL AREA C) E1�1L, RGED FLAN FIFTH LEVEL FLOOR FLAN CENTRAL AREA OKA F.F.E. +8111'-51/2' �4,� SCALE.- 1/0 =1 -0 0 41:7 51-01 W-01 A 1 < PLAN NORTH *4' 11- U rn 00 c:) 49 50 51 1 En 68 cn GENERAL NOTES., 46 47 62 64 sl 72 48 52 53 55 A5.2 56 58 60 A5.1 I-E,11 TOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND r'" I. CONTRACTOR_511 -5111 10 26 13 - 1/2 n 141-21 15'-0 1/2" 4 11 3 14'-E� 1/2" REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL 4 -0 1/2� 1 -01 '44 L 1(0 1 L 1 24 D VERIFY ALL DIMENSIONAL DATA. 13' 1 1/2 1 c0i /2 5'-9 -4- 0--- -11 L L z 2- 1 1/2 __4 UZ!_jFI- 9 1/2' L 1/2' r -1 4 1 111 til l'-q 1/21 ;�q /2 EA 2. REFER TO SHEETS AII.51.0 THROUGH A11.1.0 FOR CONCRETE FLOOR AND"1 A5.2.1 5 i I , ' S B O 2 BALCONY EDGE OF SLAB CONSTRAINTS 112 r 4* 11 J ic j - 3. OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH 0 to BEYOND EDGE OF CONCRETE SLAB: REFER WALL SECTIONS AND DETAILS 1 I � P3 O 51 0- c14 F-= ut -1 4. CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM 4 0 A5 11 jqq I H 54. o A& COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL Im K FRAMING. (RE.- STEEL COLUMN SCHEDULE FOR COORDINATES - S5.21 4 S5.22) LZ 4 U. 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RE z 0=4 2Ce Cg L r2 UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES 1111-101 r N 0 #520 # 22 (0. REFER TO A6.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR 2Cd A) H REFER T GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS 0110 51 1 -A %- m U I ILI __j Hi- 1. REFER TO SHEETS A6.25 THROUGH A6.31.2 FOR PU5LIC AREA INTERIOR 0 FER 7 )1 - 1 1 1 .11!� A2.CIO.I REFER TO.- WALL DIMENSIONS. A2.Cl2.1 n. 0 El =29 r, 7 L Fy S. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM 0.4 F_ I - .0 0 0 1 1 THICKNESS THAT ACHIEVES REQUIRED RATING. REFER TO UNIT PLANS TO u 0 Id u FN' LOCATE WALLS REQUIRING ADDITIONAL FURRING. z rn 1 . 11-4 A I r_zwIIII %I- m__ P f4f- 91". IV y A r= 7 j k__= FIRE EXTINGUISHER LEGENDMOTES nq tq) f=2q 99 P(O I_rN Y22 q (F2qA vai, SFEC - SURFACE MOUNTED FIRE FI 1 521 1 ---w A6 EXTINGUISHER CABINET E.J TII Ink) ---i \(b.3J0 oL- ®R 010 111111 0 FEC - SEMI-RECESSED FIRE EXTINGUISHER CABINET F=F r 3no _N1 d) FQ A F, 523 21 P(O [D 0 EAST u V FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER 11 /6\ L X 1. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS'® P6 3 6 P14, 528 F22 52 A TO BE DETERMINED AT A LATER DATE. C y 2. PROVIDE FIRE RATED EXTINGUISHER CABINETS AT FIRE RATED WALL 0151 mm) ! [N P2 INSTALLATION. OWNER/DEVELOPER 71 PI4 VAIL RESORTS ELEV. La E '10 0__ E_ 2Ca S I M #51 L055Y FE DEVELOPMENT F V- r I NOTE.- ALL SECTION MARKS NEW COMPANY 51 1 REFER TO•- y I BB AA A2.cl.1 NOTE.- 3 THIS SWEET 4 INCLUDED FOR AVON,COLORADO STRUCTURAL GRIDS IDENTIFIED REVISION 1. AS 5OLD ARE 'TIE-DOWN' BB La �25A 0 EE CONTINUOUS THROUGHOUT QQ 3 El BUILDING VERTICALLY.5.1 I D 0 d) ERIOR HAVE DESIGN ARCHITECT UNIT SLIDER DOORS TO EXT 0 J 0 CWAW-%ED. REFER TO INDIVIDUAL UNIT L r F __j PLANS FOR REVISED CONFIGURATION(S). 0 _�L�� - 15251 0 c� 5I '___j0 0 -At-- 4240 t-ta- I , GG Ji I, 0 4- NOI SEVERAL STEEL GRIDLINES 0 HAVE BEEN REMOVED FROM 4TH, Denver, Colorado H > \,I I 0 -1 (1) 5TH 4 6TH FLOOR PLANS FOR 1117-11 - 1 . CLARITY. RE. STRUCTURAL FOR IN 11 N9 �: ARCHITECT OF RECORD L-i 0 0 0 It Li) A % INFOWATION. GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA 0 A -11" L-I 1/2" U 01-4 1/2' P30 OT I& Ae, 1 4 1 N > co r- CIVIL ENGINEER o �j IT C4 r1r) NO > cm 48 5 0 cn (n 57 ALPINE ENGINEERING,INC VAIL,COLORADO ctl .10. LANDSCAPE ARCHITECT # 24 iREFER TO.- PID S E GROUP A2.(;13.1 BURLINGTON,VERMONT 4 (14 sBB STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, oil o scc _21 EEE INC AG_ HOUSTON,TEXAS C14 QQ A, -71 MECHANICAL ELECTRICAL - LI/ I A RR PLUMBING ENGINEER 3Gb C14 ABS CONSULTANTS INC A 52 FV1 DENVER,COLORADO #525 C'm [RE TO.- C4 INTERIOR DESIGN > A REFER 2 C71 WILSON&ASSOCIATES IF 1 11 DALLAS, fiz Em si 3 2-4 CA F- -1 I r-A ® EE L LIFE SAFETY -A& IL BCER ENGINEERING INC :s E:E:> s %" f�h -5-0. - ARVADA,COLORADO CA t \e.q PIQ ........53 -I A5.4 0 'ro 5I I _cz \\V PROJECT NUMBER 2094100 - I O 1 '-A uu \(19 /AW I qj ly ISSUE REVISION DATE r WW 01-ol/21 r--j X El Ch rA q- N aq 1 526 Ilk IF - =\ '1\ �/ - \D ly '-FER TO N - ri I -TYFf-- CA2.C14.1 0 TOVREWTONUPDATE 10 05 09 0 0 p RFP#077A 06/03/09 x C 0 �_ 91 RFP#81 05/04/09 P(O JL�) C9 (A"SA R.FP#59D 03/17/09 REV #8 08/29/08 H _T /2" -2 1/2 As N , N 1 45 � I / \ 1 1 1 � O _ -21-411 Zo D \D x & PR#28 05/22/08 I II 4 L_ 04 022 ASI#11 12/26/07 - -- - - - - - - - - -71- - rr 7 - - - - - - - - 0- spp 017 REV #7 10/19/07 cn Ai < C 7 it 2 1'-45 1/2 01 #6 08/10/07 Lo ;41 6 PIP,I D 0 4 013 REV #4 04/12/07 A to EEE 41' E)" 4C 04 1 009 PERMIT SET 11/17/06 q 3 It F OFF� 48 50 57 q4- FCU ENCLOSURE A50VE, Ar, N s 1 7 RE.- 2/41.6.3 PARTIAL PL AN �p 2 1 r2 \ q ME SCALE.- I/a'=I'-O' 0 4-fr OM" 1b'-0' L L 0 0 X 4%V / 1 4- T WIwa OF 3Ck (Age PLAN NORTH 0 IF PROJ= z 1 4 1 #528 4 -1 1\0 NORTH TRUE #529 FER 0.- NORTH REFER TO.- 164, C15. PROJECT KEYPLAN I I L A2.06.I L f 1 4 C!51 (a12 REVIEWED BY 0e 0 M A 41, OCT 2 2 2009 ENLARGED C14 45 FIFTH LEVEL Of SAFEbuilt Colorado FLOOR PLAN 1IFFIFFIFF 0 EAST WING W-I 1112! 5 P�A45.8 41-511 P NLARGD 11 Oott -111 10" 2 1 0"10 V- I IFTH LEVEL FLOOR FLAN EAST WING 1 3.13 01 01/)2 1 11-10" IL (0 o. It - 1 -1 A -s� F: 4& n 0 1- 11 - 0 4 1/2' 1 16 1-311 10.4 1/2 L E�'-5 1/2 10 3 12 4 12" 14' 'Q--2' -I to 2'-4 1/2 SCALE.- 1/s'=1'-O' 0 4-7 V-0- 161-06 A 1 * 5 * 3 rp.4 1 67 57 1 . 62 2 70 71 om PLAN NORTH c1_4 48 co 9 9 9 -qd- I I 110 A5.1 A5.ro En rr) ro En rp cn 11-3 1/ *1 2 k�� r. -H- n- -Afg, c CENTRAL AREA REFER,- A1, 6, 2 CD (C-)4 co co 00 U) V_ II c1_4 C114 1`10 -4- U) U) U) V) V) U) U) 7 U) cn cn U) U) U) 1 2 7 12 20 21 28 29 32 34 35 36 39 41 42 46 48 50 58 62 64 68 72 10/19/01 10. I I 3E>3'-2 1/2 �12'- 1/2 '0 13'-1 1/2 24 -011 32'-0 1/2 -oil -411 7'-4 1/2 10' 33'-(o 1/2 3 1/3" 31 R� l j ]a 1 L 141 4E L 1(0 L I ro 3'-3 1/2 G. -cl'-9 1/2 I 3ro,-ir 131-,g" .0X 51-/o H 4 P-ro 1/2 \'D f00000,� H is% '118 0_4 fl0000li U ME W a 614 ° ° 616 NV ° .. ............................. c �-+ Z loolloolof _j �00000q F IL I i SIC :S) UH loolooloI A L 3U T71 =7 Iii M #512 sG L+1 101 1 #6200_� OWNER/DEVELOPER Ti AN, EF --. _ . -- I k n P 7 rr—" _.I i --t u I - --"- 0 VAIL RESORTS SH F C\j :�::- Q DEVELOPMENT sL 177 L 6;�q...., I L� --- COMPANY 11 _FFF__ I I AVON,COLORADO -n V.1 Ag, Z DESIGN ARCHITECT AA VD C y AA 7_ 4240 CC 3C 0 ST =!j -1 #511 CA HH Denver, Colorado # L ARCHITECT OF RECORD LL GLOVER SMITH BODE,INC CA OKLAHOMA CITY,OKLAHOMA NN 0 4Cc Sx sBB SA CIVIL ENGINEER QQ #624 d), ALPINE ENGINEERING,INC -oil VAIL,COLORADO u QQ 7 LANDSCAPE ARCHITECT R S E GROUP #615 BURLINGTON VERMONT IAJ 41 SS STRUCTURAL ENGINEER 3D C3 0 HAYNES WHALEY ASSOCIATES, 4R 1\1 .—I Li 41 — INC #50 HOUSTON,TEXAS VV j #507 1 -— —-------------------- MECHANICAL ELECTRICAL PLUMBING ENGINEER ABS CONSULTANTS INC sJJ 0 DENVER,COLORADO 24'-10 1/ 11 L c� INTERIOR DESIGN c\j X J\\ WILSON&ASSOCIATES IIDALLAS,TX LIFE SAFETY -------- I I I I 1; I III I I I I I I_I I I I, I BCER ENGINEERING INC ARVADA,COLORADO PROJECT NUMBER. 2094100 ISSUE REVISION DATE "U < QD f V I Ii0'-31/2" II I I 7� / 1 5 1/2 ],,2 " 32 1/2 32'..3 1/2 341-4u 1&4 321- a L L 3511-511 5'--1 1/2 REFER.- A1 , 63 017 REV #7 10/19/07 015 REV #6 08/10/0-7 7 20 23 (3 25 67 A4 013 REV #4 04/12/07 _1,-ZST 14NG m CD 7 LO Ln m (3 (§( 009 PERMIT SET 11/17/06 c1_j CI-4 1`10 -.4- — cn cn cn cn cn CN C-,J U) cun) c n cn REFER,- A]. (o, l V) NOTE.- SEVERAL STEEL GRIDLINES NOTE.- HAVE SEEN REMOVED FROM 4TH, STRUCTURAL GRIDS IDENTIFIED 5TH 4 6TH FLOOR PLANS FOR AS BOLD ARE 'TIE-DOWN' CLARITY. RE.- STRUCTURAL FOP, CONTINUOUS THROUGHOUT 6TH FLOOR PLAbl. INFORMATION, BUILDING VERTICALLY. PROJEcr NORTH) PROJECT KEYPIAN 1 — SIXTH LEVEL FLOOR FLAN Ag, PLANS SCALE.- 1/16"=1'-O" F.F.E. +8188'-51/2' ri N r-i co PLAN NORTH SIXTH LEVEL FLOOR CD CD 1714 PLAN ;;4z. SklFCbuilt Colorado Al * 6 * 0 rn nR� 1 7E L (D- NF I CD CIA co Ln U-i r-- GENERAL NOTES., C'14 C-4 Csl 1 2 7 cn cn cn cn 12 U) cn 'n 20 21 'n 014 co I. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL Z VERIFY ALL DIMENSIONAL DATA. ro 2'- 1/2" 32'-6 1/2' 46'-2' 4ro _2" 4 2 -30 '-2 1/2 2 -21 -1 41-6 11'-O 1/2' I 1' 11-3 1/ 2 �L L I CLI 1 P-ON L. -1 _11-E)II L 121-2 1/211 11, (L III L -10 1/20 211 2. REFER TO SHEETS AII.51.0 THROUGH A11-1.0 FOR CONCRETE FLOOR AND BALCONY EDGE OF SLAB CONSTRAINTS 2 4 4 2'-3° 5 1/211 4 3. OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH 1/21 oll 121-211 BEYOND EDGE OF CONCRETE SLAB.- REFER WALL SECTIONS AND DETAILS —1/2 11 4• CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM 1 I I I \ 2. 1 COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL FRAMING. (RE.- STEEL COLUMN SCHEDULE FOR COORDINATES - S5.21 4 65.22) 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL V ti UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES Z F1 ro (o. RABOVE �NGTMEC ROORRIDORS FOR A GENERA CEI HANICA L SYSTEM LAYOUTS sm to) 1. REFER TO SHEETS A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR 0 V.1 WALL DIMENSIONS. r U 0 Z S. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM �4 THICKNESS THAT ACHIEVES REQUIRED RATING. REFER TO UNIT PLANS TO u C) CATE WALLS REQUIRING ADDITIONAL PURRING. u 3D �4 #510 FIRE EXTINGUISHER LEGENDNOTES.- REFER TO: AA AA 7:41•1 11 SFEC - SURFACE MOUNTED FIRE EXTINGUISHER CABINET 53 L i Fri M FEC - SEMI-RECESSED FIRE EXTINGUISHER CABINET A CC 2 FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER 0 01 L sT -1 IN t�FJ30 I. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATION C-j TO BE DETERMINED AT A LATER DATE. su 2. PROVIDE FIRE RATED EXTINGUISHER CABINETS AT FIRE RATED WALL 4(2)2 INSTALLATION. OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY E --(�N�N NOTE.- 7 AS BOLD ARE 'TIE-DOWN' NN es STRUCTURAL GRlr,>S IDENTIFIEC) F2q sAA sAA -I — 1 1.V_ CONTINUOUS THROUGHOUT FIX PIOA BUILDING VERTICALLY. DESIGN ARCHITECT PIOA.94 1 25 0 4*11� Ms.- 1*30 3D 2 0 QQ 4 0 0 1 DQ 3 THIS SWEET 4 INCLUDED FOR &A #508 PIOA 0 AT NOTE: ALL SECTION MARKS NEW F I I F-1 REVISION -1. Denver, Colorado Ppq REFER TO.- A2.41.1 o mil' ARCHITECT OF RECORD UNIT SLIDER DOORS TO EXTERIOR HAVE GLOVER SMITH BODE,INC CHANGED. REFER TO INDIVIDUAL UNIT OKLAHOMA CITY,OKLAHOMA 5.1 PLANS FOR REVISED CONRIGURATION(S). vR CIVIL ENGINEER ALPINE ENGINEERING,INC VAIL,COLORADO NOTE.- SEVERAL STEEL GRIDLINES HAVE BEEN REMOVED FROM 4TH, LANDSCAPE ARCHITECT 4 R 5TH 4 6tH FLOOR PLANS FOR S E GROUP no K CLARITY. RE.- STRUCTURAL FOR BURLINGTON,VERMONT sHH PIOA #507 H —I INFORMATION. Ig q STRUCTURAL ENGINEER REFER T?4 H HAYNES WHALEY ASSOCIATES, 0 0 INC HOUSTON,TEXAS K MECHANICAL ELECTRICAL r PLUMBING ENGINEER ABS CONSULTANTS INC DENVER,COLORADO ly 0 PIOA INTERIOR DESIGN ly WILSON&ASSOCIATES DALLAS,TX 04 CA LIFE SAFETY BCER ENGINEERING INC ARVADA,COLORADO 01 F r PROJECT NUMBER. 2094100 cil ISSUE REVISION DATE .......... _j L————— X TOV REVISION UPDATE 10/05/09 RFP#60D 05/13/09 RFP#35 11/14/08 017 REV #7 10/19/07 #6 08/10/07 Abo" REV' 009 PERMIT SET 11/17/06 'X\ ?N > 7 IN J ------ t0/ z WEST Wm PROJECF NORT14 REVIEWED BY IRUE NQR� PROJECT KEYPLAN OCT �r 2 2009 /77 SAFEbuilt Colorado ly EN LARGED FLAN —SIXTH LEVEL.. &H 51-4 11 FLOOR FLAN WEST W ING 24L, ENLARGED PLANS I x L 35'-0 1/2' L 1'-1 1/2' SIXTH LEVEL FLOOR ....................... 1%4, 39'-0 1/2 ......... 51-1011 , 3 SCALE.- PLAN — WEST WING A ro 2 1 rd. 1 PLAN NORTH 3'-3 1/2 1(21-0 1/2 11 7 CD cn cn A 1 6 . c&_1 0 JR A 4C2 4 4 ` / co CD GENERAL NOTES., Cssl C,4 20 21 23 29 35 36 39 41 42 46 1. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL L 13 04 20 -411 2 eo' I VERIFY ALL DIMENSIONAL DATA. 1_1011 1-101 ;4 0 ML I 111 14 -ION OL 11 13 -in 41-4 r:11-21 13 -99 2. REFER TO SWEETS AII.51.0 THROUGH A11.1.0 FOR CONCRETE FLOOR AND —21-31 4 71 -2 3. OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH -21/21 3.1 RDG �2 BEYOND EDGE OF CONCRETE SLAB.- REFER WALL SECTIONS AND DETAILS 4. CONTRACTOR TO COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM R9.1 COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL R9 FRAMING. (RE.- STEEL COLUMN SCHEDULE FOR COORDINATES - S5.21 4 S5.22) 5. REFER TO ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL 4 UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES A3.8.2 (o. REFER TO A6.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR 0 GENERAL A50VE CEILING MECHANICAL SYSTEM LAYOUTS cq A3.10 C,DI 01� Ar, I. REFER TO SWEETS A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR q II'L, 'R 0. -1 WALL DIMENSIONS. I % R UH.1 % 6. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM Nil THICKNESS THAT ACHIEVES REQUIRED RATING. REFER TO UNIT PLANS TO �4 ALLS REQUIRING ADDITIONAL PURRING. �g -It �g C4 [61 SPEC - SUIRFACE MOUNTED FIRE EXTINGUISHER CABINET 4A�� BE FEC - SEMI-R.ECESSED FIRE EXTINGUISHER CA51NET m 01 2E I 1 1 1 1 21 -1 !0 FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER --I 1w 0 %0 1. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS C14 i�g__ TO.- REFER TO!] TO DE DETERMINED AT A LATER DATE. 2 25371 A 70 -0 2. PROVIDE FIRE RATED EXTINGUISHER CA51NETS AT FIRE RATED WALL _ INSTALLATION. / L VAIL RESORTS 0 C52 ro-ir 91 F NOTE.- DEVELOPMENT Flvt, & — 4 1 F STRUCTURAL GRIDS IDENTIFIED COMPANY leN AVON,COLORADO 3D CONTINUOUS THROUGHOUT PC 1 &4 30 Ar, #512 REFER 2 TIL 3 NOTE.- ALL SECTION MAF;a<S NEW REVISION -1. 4240 FI 10101 . Vd �_c I 1 9 1 Denver, Colora o UNIT SLIDER DOORS TO EXTERIOR HAVE CHANGED. REFER TO INDIVIDUAL UNIT (00' A FEC F22 PLANS FOR REVISED CONFIGURATION(S). ARCHITECT OF RECORD [DEC n, GLOVER SMITH BODE,INC m F1 IDO OKLAHOMA CITY,OKLAHOMA 'T'- _�r' = NOTE.- SEVERAL STEEL GRIDLINES CIVIL ENGINEER / ` 01 ~ E.J CLARITY. RE.- STRUCTURAL FOR 7 BURLINGTON,VERMONT K2 160 FMI F 11 'A�LEY'11 KIEV. CONT woe. STRUCTURAL ENGINEER INC 5A r HOUSTON,TEXAS T 0 1 **.'ft— Z t;;,.\, MECHANICAL ELECTRICAL j riN� PLUMBING ENGINEER Iz .2 ABS CONSULTANTS INC (0 105 o"00' IOA FE q. IN, DENVER,COLORADO DALLAS, fX "71 c() Lj 0 IREFER TO. AGA ISSUE REVISION DATE- o 45 P30 cq HST>-,\ ED M tA su TOV REVISION UPDATE 10/05/09 5:2 RFP#60D 05/13/09 r0i 01 10 #62 04/21/09 mk_-11 I L01 sl 1� 52 SFr=CIAL 025 ASI#14 01/16/08 F7 2 REFER TO.-I 2.r74.- 009 PERMIT SET 11/17/06 :Q DQ �ilj (A no -1 1 - - I �R I REVIEWED BY D I ___7 I ion I 1-0 1/2 OCT P 2 2009 &I-ION -1 1-011 1-411 12'-q 1/2' 11-6 341-411 L 1. q,. & I _ _j ENLARGED It 4 4 4 - Colorado 14 AfEbuilt SIXTH LEVEL 1 -51 ENLARGED FLAN CENTRAL AREA Al 20 C14 21 L6 CO A3.11 2 8 31 32 33 36 38 42 SIXTH LEVEL FLOOR FLAN CENTRAL AREA 0 4'!r V-0- 161-01 A1 . 6 * 2 f=LAN NORTH ` ~ ' GENERAL NOTES: N 1. CONTRACTOR SHALL COORDINATE ALL TRADE REQUIREMENTS AND 46 48 1 1 58 62 64 68 72 REPORT CONFLICTS IMMEDIATELY IF FOUND. THE CONTRACTOR SHALL cn Al A5.I 1 t VERIFY ALL DIMENSIONAL DATA. 5.1. .. ` A5.2 a A5.2.1 2 I_1 2. REFER TO SHEETS AI1.51.0 THROUGH A11.1.0 FOR CONCRETE FLOOR AND 5'-$ 1/2" 3q'-3° 26'-3 1/2° 24'-8" 13'-5 1/2' " BALCONY EDGE OF SLAB CONSTRAINTS I 16'-q" I �'-1° 10'-101/2° 6'-111 16'-OI' I -1'-81/2° $'-5' 10'-511 -i'-7' 15'-1 1/211 A-4 1/2° L 01-4 1/2, 1 41 0'-4 1/21 a'-4 1/211 11 tva" 3. OUTSIDE FACE OF METAL STUD WALL FRAMING TO BE LOCATED ONE INCH i BEYOND EDGE OF CONCRETE SLAB: REFER WALL SECTIONS AND DETAILS 1'-9 1/2° 14'-11 1/2' 11-0 1/ 2' S 1/211 �j P30 ^` W€33#€€€EEEEEE3# E €IIJEEE3#33€€Ei%w E#€€€#€111EEE#3 €f€iEEIEE#€€€€#ti 4. CONTRACTOR t0 COORDINATE PRECAST CONCRETE STRUCTURAL SYSTEM i I COMPONENTS WITH POURED IN PLACE CONCRETE AND STRUCTURAL STEEL ' COORDINATES - 55.21 4 S5.22) \ — - FRAMING. (RE: STEEL COLUMN SCHEDULE FOR COORD E C 1 X02 ! m 5. REFER t0 ARCHITECTURAL DOCUMENTS 'A2' SERIES FOR ALL RESIDENTIAL ASA5.11 62 = �,, �p - ' UNIT SPECIFIC DIMENSIONS, NOTES, DETAILS, AND SCHEDULES Z 1� r Pao _ .54. N - - H � �6 Pao 6. REFER t0 A6.23 FOR TYPICAL SECTION THROUGH CORRIDORS FOR N A8•6 P �2 0 1 sF M-81 GENERAL ABOVE CEILING MECHANICAL SYSTEM LAYOUTS r N SIM 1 I I I r 1 ' 0 0 ° 4Ca ° _ sF.1 D O — — — 42 4 = N 1. REFER TO SHEETS A6.25 THROUGH A6.31.2 FOR PUBLIC AREA INTERIOR � O ILM #620 _ O 2 WALL DIMENSIONS. �I REFER TO: I PI4 I 8. PARTITION TYPES AT ALL CORRIDOR WALLS ARE NOTED FOR MINIMUM O A2.C11.1 I 1 u N M THICKNESS THAT ACHIEVES REQUIRED RATING. REFER TO UNIT PLANS TO r , O LOCATE WALLS REQUIRING ADDITIONAL FURRING. V V LO H ►-1 F—i m Pea _ � FIRE EXTINGUISHER ��C��ND/NOt�S: � _ W 6 — _ ❑i SPEC - SURFACE MOUNTED FIRE EXTINGUISHER CABINET — - - - - - - - - - - - -moo �l•�F Mai C� — W - SH E�3 FEC - SEMI-RECESSEp FIRE EXTINGUISHER CABINET 6 N ' *71 E•J T CORRIDOR 6 �qA P2a ° e' A5.3 1V FE - WALL BRACKET MOUNTED FIRE EXTINGUISHER �, 3o FE t° aA Pza n1a �t 611 Aa5 _ �1 — — — — 1. PROVIDE FIRE EXTINGUISHER FOR EACH DWELLING UNIT. LOCATIONS I — ° — I ° -' = SR TO BE DETERMINED AT A LATER DATE. 30. �� e _ _ _ ®_ _ _ _ — _ _ _ 1 1 613E I ® ° 4� 0-s 2. PROVIDE FIRE RATED EXTINGUISHER CABINETS At FIRE RATED WALL 0 — '� i °� ` 1 _ I �• P6 INSTALLATION. OWNER/DEVELOPER LOBBY 1 Pza N VAIL RESORTS r — - o ° t ` 611 ' 1 613 _ ° � I o f I 613A i N DEVELOPMENT X _ X COMPANY 0 P2a 1 aA 1 �, 7 NOTE: AVON,COLORADO $ I 1 _ Q STRUCTURAL GRIDS IDENTIFIED 5.1 1 1 CORK. `;' AS BOLD ARE 'TIE-DOWN' O -.' E 615A ° ° CONTINUOUS- Q � � 61�' ° � SLD NG VERT CA�HOUT DESIGN ARCHITECT o ELEV. ' 4Cb �a - � LOBBY-fl _ — — — AA AA , P30 5 j 0 = 0 4240 REFF-EFIt TO] 1 612A X74 0 P30 N 3 NOTE. ALL SECTION MARKS NEW _ ` E THIS SHEET 4 INCLUDED FOR cv A2.C18.1 I 1 I REVISION 1. Denver, Colorado ME O I ' ° HH o o °'� t ,.,,.,.-j 612 0 Pta o 25 �t O HH 3 q - UNIT SLIDER DOORS TO EXTERIOR HAVE ARCHITECT OF RECORD 9.10` -� SV GHANC;ED. REFER TO INDIVIDUAL UNIT ,INC — _ — — — — — �.� - PLANS FOR REVISED CONFIGURATION(S), OKLAHOMA CITY,OKLAHOMA _ cal CIVIL ENGINEER ALPINE ENGINEERING,INC N LL — -- Pea 0 �' LL NOTE. SEVERAL STEEL GRIDLINES vAIL,col.oRADo N 45 "� LANDSCAPE ARCHITECT 1/2' 1/2 '-°1 1/2 ' m a a _ HAVE BEEN REMOVED FROM 4TH, 5' 1 1/2' ® yo N -, 5TH 4 6TH FLOOR PLANS FOR S E GROUP ° L — ® SX CLARITY. RE: STRUCTURAL FOR BURLINGTON,VERMONT q ° ❑ P30 = N INFORMATION. — 4CC I 6i N STRUCTURAL ENGINEER 8� �' r- \ HAYNES WHALEC ASSOCIATES, li #624 N •1O= P30 1 - _ HOUSTON,TEXAS ° ® I I I REFER l .TO- I �i MECHANICAL ELECTRICAL ( ° 0 p2q P2q ® r sBB PLUMBING ENGINEER ,,: _ ABS CONSULTANTS INC ° QQ DENVER,COLORADO Q Q — — — _ — — 1 P30 N _' INTERIOR DESIGN INN Q _ WILSON&ASSOCIATES y — Pao 1 0 N R R , I DALLAS,TX 16 - LIFE SAFETY r KD iI 1 2 BCER ENGINEERING INC m - `� SS 5'-1 O 1/21 S'-11 1/2" 4'-(0" ARVADA,COLORADO 8 I 61 FLAT ROOF AREA I PROJECT NUMBER- 2094100 J ul ZZ, N ISSUE REVISION DATE N A5.9.1 p2q ® 1 N - -; - - I I Pao I I EC I N ' ® I "¢ ro' 1"1.1. STUD ALLS SMALL APING I� TOV REVISIONUPDATE 10/05/09 .. �5 I rnaA I 0 P3O "`r ``� SET ON STLD$E,4M5 LL L O O — - ROOF TO STOP AT RFP#119 09/11/09 — — — sJJ N MTL STUD WALL RFP#077A 06/03/09 ccl 616 _ _ _' o dJ N r RFP#81 05/04/09 4'-31/2' '-3 1/2 r N cA N ' �� l RFP#059D 03/17/09 O 15'-il' °I'-2 1/2° S'-l' �'-0 1I '-�4° 3q'°$° - RFI#1114 12/19/08 N -' N I 5 1O RFP#35 11/14/08 LEAVE OUT ROOF 8 REV #s os/29/o8 — — r — sLL 62 DECiG INSIDE OF �p WALL AREA PR#28 05/22/08 1 MECN I CI-I,�SE � q.,� 022 ASI#11 12/26/07 Z — _ _ I _ — — — A ROOF PARAPET CAP 017 REV #7 10/19/07 Al A — I I 8 - AT TOP OF SHINGLE o15 REV #6 os/10/o7 J - 1 "� 616A A5.5 _ N ROOFING 6 ' N 6 ' / STAI 1 4 013 REV #4 04/12/07 009 PERMIT SET 11/17/06 FE I ENLARGED FLAN U I /Nh' AT I=C:U ENCLOSURE I / 2 ' I �` - - - - _ - - - - - _ - - - � 1.6.3 SCALE: 1/4"=1'-O' 1 — - - - - PLAN NORTH I A5.'I.1 EAST WWs NORM f I NOATH I PROJECT IKEYPIAN ENLARGED FLAN A�—p,5,48 A5.1 SIXTH LEVEL FLOOR PLAN - EAST WING FFE +8188'-51/2' � ENLARGED I /221-20 1 '-� 1 32'-(0' 8'-1 1/2. -O 1 2 / � 1 SIXTH LEVEL 1.6.3 SCALE: 1/8'=1'-0' ° 41-01 81-01 161-06 FLOOR PLAN 14'-8' 1�'-6° �S'-1 1/2' 3 -8" PLAN NORTH EAST WING REVIEWED B't( 2 UNIT FCU OCT X009 46 48 c� 1 rn 62 A5.6 ENCLOSURE, 67 � � � cn RE: 21A1.6.3 SAFEbuilt Colorado ' fH) F—E L-OW,,� LINE 14NLl ROOF 46H C:HU' OWNER/DEVELOPER NT VAIL RESORTS V ' DEVELOPMENT V COMPANY DESIGN ARCHITECT N I EE cc FF 4240 i�l A DD 4 GG Denver, Colorado ///3 -41 HH ARCHITECT OF RECORD GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA VA o - - R � I —T CIVIL ENGINEER 1000 Q QQ INE R R LANDSCAPE ARCHITECT E ;7' BURLINGTON,VERMONT ILI u STRUCTURAL ENGINEER INC ww HOUSTON,TEXAS 7n, / � \ / / / PLUMBING ENGINEER ABS CONSULTANTS INC DENVER,COLORADO zz t INTERIOR DESIGN AAA WILSON&ASSOCIATES AAA LIFE SAFETY ccc BCER ENGINEERING INC EFF GGG PROJECT NUMBER 2094100 HHH ISSUE REVISION DATE KKK 0 oo KKK LLL NNN nnn RRR -- ppp VV TTT---- ' / ' �~~ ' / ' RN | U / U ( RP ) | 1151 .2 3) E� U) cf) 6 15 18 1 20 21 22 31 33 36 38 50 51 53 54 61 1 . 62 65 66 67 70 71 009 PERMIT SET 11/17/06 ROOF LEGEND MODIFIED 5ITUMEN ROOFING SLOPED TO DRAIN. PRIMARY AND SECONDARY DRAINS W1 ROOF FL AN (REFER TO A5.aO FOR ROOFING DETAILS) TAPERED INSUL. TOWARD PRIMARY SLOPING ROOF WITH CONCRETE ROOF TILE DRAIN. (REFER 4/A5.90) SLO ING ROOF WITH PATTERNED WALK PAD ON MOD E31T. ROOFING U zj f=LAN NOFRTH CONCRETE ROOF TILE SNOW FENCE (RE.-DETAIL 4/A5.81) BUILOW-3 ROOF PLAN SLOPING ROOF WITH COPPER PANELS EXTERIOR 5ALCONY MECHANICAL EQUIPMENT ON ROOF PROJECT KEYPLAN Nr OVERALL PLAN co CD REVIEWED BY ROOF PLAN FEB 2 6 2008 A 1 8 . 0 SAFEbuilt Colorado � � o� � 1 1 .1 1 .2 1 3 1 .4 2 5 6 7 8 9 11 12 13 16 17 20 21 23 24 26 29 34 35 36 39 41 42 43 46 47 8 49 50 52 53 55 56 60 61 62 64 8 72 1 58 A 10. ROOF D GE GUTTER 10/19/01 H. ISNOW (RE.- 4/A5.81) 7;6 or-l- T ER WIT14 A C, FFER R::)OF, I PROPERTY L INE PER A5. 31 7 D A3. I(o SETBACK LINE �4 /2 COFFE R ROC Rqcq EDC-�E REFER A5.5- Y ell OF E Dc Tr7l W FENCE TOWS TH COFFER D O '�+ /GUTTE. 1% 1 - .. 2 REFE�. M7-7 q L w z k/ -4 - 5EL ROOF V V _7 H ' �T1 O N ""RI C<ET U K u t 1.4 I A Q m 71 X L 51TUM i`A FED REFER TOM OR I „� W S OFFM ROOF- :TAI C ROOM G A — - - /t_11 - ' -4 U ROOF EQUIP p_ _ _ FAR RA :'ET T i // % /EL r:y I U R L FARA ET WALL j F V.I k — — — — I — - E x AS-5-D Z Ml"=T-A ELEVATOR_ Y FAR F LL ENCLOS_ R ET A�L _74 II AA CAF OWNER/DEVELOPER rlr% 6 AL VAIL RESORTS (UD . ..... .. FF 4-COFF R DEVELOPMENT H 0 F V11 �Ibi_ Uf DGE GG COMPANY MET.AL CAFF40 '�N T MODIFI D E FARAFET WA L IMP, HH ROOF lt"G K I II ROOR LL I (REFER. EXTE icR_I_-� A5, DESIGN ARCHITECT EDGE METAL NN 99 f:�T_�D 541-C NY GUTTtR PP PAR *T WAI Lz /f 7t Q Q _FENC, 4240 A // // /j/j1 (RE,, /A RR- - I / // ///j/ I - Denver, Colorado ---r- - I _ _ I I / // - _ _ I R2 S�0�� FdNCE Ibm G TOWER ( TE r+IA5.51) VV C I ARCHITECT OF RECORD OF WITH uu FmtiK COFFER GLOVER SMITH BODE,INC EXTERIOR ROOF, OKLAHOMA CITY,OKLAHOMA WW 5ALCONY (REFER yy TSR 3/A3,15) ITOWER I 5ALC&NY CIVIL ENGINEER xx ALPINE ENGINEERING,INC WITH VAIL,COLOR-ADO NOW F1 NCE WELLS COFFER LANDSCAPE ARCHITECT zz AAA ROOF, S E GROUP (REFER BURLINGTON,VERMONT AAA DDD A/ _MGDIFI /D I w STRUCTURAL ENGINEER RO F ErGE 511 Umt? it z ccc HAYNES WHALEY ASSOCIATES, INC )AT-4 HOUSTON,TEXAS EEE Iv' ME 1—f GGG GLATER WAL II E UIF� Lit- cj MECHANICAL ELECTRICAL HHH PLUMBING ENGINEER F- ABS CONSULTANTS INC (SEMIR A4 6) DENVER,COLORADO A ROOF -4 INTERIOR DESIGN I WILSON&ASSOCIATES KKK x MCI)%1EID II I KKK DALLAS Tx LLL SITU EN OFFER E N ROOFING ROOF LIFE SAFETY BCER ENGINEERING INC (REFER =All A3.11) ARVADA,COLORADO NNN QQQ PPP PROJECT NUMBER. 2094100 RRR Urs -A TH COFFER ISSUE REVISION DATE 0!.. TTT R TOWER WI ROOF, GUTTER, FASCIA uuu AND FINAL RE.- IIA5.0 T_ RN R14 PROPERTY LINE 7 F RP 5'-C' SETBACK LINE �F R13 10'-0" SETBACK LINE RE 8 REVIEWED BY 3 10 14 15 18 19 20 21 22 FEB 2 6 2008 31 33 3 38 �2) l�)81 5 0 51 5 3 ��4) 61 1 . (0 65 66 67 70 71 �� 1 ROOF PATTERN MATERIAL PL AN i SAFEbuilt Colorado SCALE.- 111ro =1 -0 SCALE. IA6' -- 1'-0' LEGrEND .- fA 017 REV #7 ON 10/19/07 FLAN NORTH _01 161- 32'-0' T 015 REV 6 08/10/07 (0 CONCRETE TILES 009 PERMIT SET 11/17/06 L; F PATTERNED CONCRETE TILES C) NOTE.- CO is COLOR I FFER SHINGLES THE CONCRETE ROOF TILE COLOR MATRIX BASED ON VANDE COLORS #2 AND 3 HEY RALEIGH COLORS SHALL 5E AS FOLLOWS x F1 MODIFIED BITUMEN OLOR #4 L 15% MIDNIGHT BLACK BUILDING goop PLAN 2.405". . . . . PROJECT CHARCOAL GRAY NOR 3.40%' LIGHT CHARCOAL TRUE r4 MODIFIED BITUMEN WALK PATH 105/8, 105/8, 4. 59/6 PLUM PROJECT KEYPLAN "8- % r co CD THE CONTRACTOR SHALL PREPARE A FULL SIZE RECTANGULAR MECH EQUIP. LOCATION MOCK UP OF THE COLORS / PATTERNS INDICATED FOR APPROVAL co CD PRIOR TO BEGINNING WORK ON THE INSTALLATION. ROOF PATTERN MATERIAL PLAN CONCRETE ROOF TILE EXTERIOR BALCONIES PATS ERN DETAIL CONCRETE ROOF T ILE SHINGLE EXPOSURE DETAIL ,4 r2 9 SCALE.- PATTERN DETAIL .1 SNOW FENCE 001 "a -"a SCALE,- 1 1/2'=I'-O" < 0 41-09 -"a SCALE.- I/4`= I'-O �4 (6 :)jF ;E A�1' /A C LINE U 2COT' 4--o' 81.01 Aro A 1 . 8 . 01 rn 2. in E� 12 13 EDG+�JQA 41R; _ I r6 RO D G EV f \1\ n2l NOTES., "V +818 625 ijk ROOF EDGE w +8186.625r-- 1. THE RIDGE OR PEAK ELEVATIONS SHOWN ARE TYPICAL FLOOR ELEVATIONS.- Z11 (REF: 7/A5.57) G THE MAXIMUM HEIGHT ALLOWED AT THE POINTS _j 0 0 6tH LEVEL EL 2 O.H. INDICATED. (ELEVATION 14EIGHTS ARE if 5TH LEVEL EL 1/2' (al"11.455') T, INDICATE[) IN FEET ONLY ON THIS PLAN) L3 in ------------ 4TH LEVEL EL 016troo '-2- (616tro.16,11) I------------ 2 0 6 GUTTER UNLESS 3RD LEVEL EL 8155'-2 . .. ... 2. TOP OF STEEL FRAME (BOTTOM OF METAL 2ND LEVEL EL 5144'-2- (a144.Iro-1') 9.. NOTED OTHERWISE .333' DECK ) IS APPROXIMATELY ro 3/4 INCHES (0.5625 FT.) BELOW ROOF SHEATHING AT IST LEVEL = EL 6132'-0' (8132.0') PR - 070 DESCRIPTION NS 6 PITCHED ROOFS. (TYP) ADD GUTTERS AND DOWNSPOUTS E---- 1 .0. PARAPET 8193.33Nr--- 2045 3. IBUILDING SECTIONS INDICATE HEIGHTS IN FEET CONVERSION TAIBLE WITH SNOW METAL CABLES AT Sim F K AND INCHES. THE MAXIMUM HEIGHTS .083 FT (USE I ) EACH HIP ROOF AREA _17y 110V x z N /N X'\z NIX 11 1`1 z z\1 INDICATED ON THIS SHEET ARE ROUNDED .125 FT (USE 1 1/29 V-2 211_6 1/2' .I&I FT (USE 29 0 DOWN TO THE HALF INCH ON SHEET A5.1 TO .2 FT (USE 2 1/2 9 1 M on �4 T� DRAINS, 100*1 A5.45 .25 FT (USE 31) 2 �-- CGUTTER UNLESS in I 1� I IDGE . - .3 FT (USE 3 1/2') N NOTED OTHERWISE 1 .b REFER TO 4. LOCATION OF RIDGE AND PEAK .33 FT (USE 41) OF 5 0 4/A5.80 (TYP) JkRIDGE OR PEAK .315 FT (USE 4 1/2') IF (TYR EA ARE 5' PRE-FINISHED METAL .4 FT (USE 59 .22. I'EL=FEET COPING CAP 0 0 A ROF 1EI7GE B.O.AMTL DECK .4ro FT (USE 5 1/2 m) 0 V +8186.62 ro 3/4 PITCHED ROOF .5 FT (USE rol) mmmmmm mmm m 8188.M� in i I i p 1 11 '-6" ABV. LEV. 5 .54 FT (USE ro 1/2') ♦ I _0 cn 2 ro FT (USE I') t SL E -ER TO 5.60 REF u 0 O .625 FT (USE 1 1/2' ROOF 5 1 TOP OF SHEATHING TO Actrol FT (USE 8') +8186.62 in in LO E�11 1 1 , I u -1 FT (USE a 1/2') TO RAIN I TO A1.5.2 FOR S 1 -4 BOTTOM OF METAL DECK + 1 DR .15 FT (USE qm) - . I ADJACENT )i I - -an ROOF Fri .6 FT USE q 1/29 11741/2 u I 5. TOP OF PARAPETS T .83 FT (USE 101) , ' ' 1 , 3 T ARAPET >< + j%T.O. PARAPET -low ' 8 93.79 -nwn- .615 FT (USE 10 1/2' ' A `YEL=FEET PRE-FINISHED METAL q FT (USE 119 4 V 2 ------------------------------ 17 COPING CAP q5a FT (USE 11 1/21) 0- - ROOF-ED%_7 PARAPET WALL V•1 +8194.417 if .3 (o. THE FRONT ROOF OVERHANG OF ALL SINGLE - SLOPE DORMERS SHALL BE I'-rom, UNLESS >< 6 4P /-6T.O. PARAPET -IL2 L ' NOTED OTHERWISE, THE SIDE OVERHANG 2 .5 RIDGE RIDQ V8193.333' SHALL BE ro' UNLESS NOTED OTHERWISE. I 8201 .5 in 8201 . - - -€- - - - - - - - - - - - - - - - - - 7- - - - - - - - - - - - - - - - �d I'll, 1. FLAT ROOFS., 1E r->ol;z ---------ti------ VAIL RESORTS 6"GUTTE AND A. FLAT ROOFS OVER METAL DECK, SHALL BE /A-6 0 UE 7 CC DOWNSPOUT a 5 I-8187. -, �e 2' F DG E DEVELOPMENT in INDICATED TO BOTTOM OF METAL DECK 9 N OW-ER V +8 2.917 COMPANY 2 DD -1 1 AVON COLORADO : B. FLAT ROOFS OVER CONCRETE SLA5, I - oo GUTTER(TYP) r" r6 SHALL BE INDICATED TO TOP OF CONC. SLAB ADD COMPOSITION 2 /-6R 90F EDGE ELEVATION. Z 'S �A522. M 010 % 'V +8186+625' q7- SHINGLE ROOF PATTEW AhROOF EDGE DESIGN ARCHITECT 5A -2 _6 I I - I �� R.07 �v 1,1L. _D 'IV +8188.208' GENERAL NOTES.- 3 -.22 DECK 5.3 hROO EDGE in ----a IJEL=+E 89 -4 2 -6" ROOF O.H. I. REFER TO SHEET A5.81 FOR COMPOSITION I T 6 -9 1 11 1 0 1 +11 -10 1 ABY 5TH ELF. 4240 + 8186.625' I SHINGLE ROOF DETAILS. SLOPE 6"GUTTER UNLESS 2. REFER TO SHEET A5.54 FOR a' METAL RIDGE TO [:>pu X_1 ' NOTED OTHERWISE Denver, Colorado CAP, PARAPET AND COPPER FINIAL DETAILS � N OOF EDGE 3. ALL ROOF TIE-OFFS ARE TO ATTACH �J��,JJOP OF PARA ET V +8188.TO8 Z6 in +8193 GLOVER SMITH BODE,INC DIRECTLY TO STEEL ROOF BEAMS, RE.- 8 AND '-9 ri ARCHITECT OF RECORD IO/A5.61. 0-.0%V I%kl jk ROOF EDGE SNOW CLEAT NOTES.- (Fop, METAL ROOFS) OKLAHOMA CITY,OKLAHOMA•4. ALL WALL TIE-OFFS ARE TO ANCHOR INTO 2 E ROOF EDGE i• CONCRETE WALLS, RE.- II/A5.81. 1.4 V +8194. in LORE V +8188.833' FOR ROOF: PITCHES 3-- 12 TO 1.- 12 CONCRE DORMEF 4 CIVIL ENGINEER QQ D;RAIN HORIZONTAL SPACING.- ALPINE ENGINEERING,INC � DORMER ROOF VAIL,COLORADO R4 oo +8197.792' 241 O.C. STAGGER 12' HORIZONTALLY EVERY OTHER ROW OF TILE FOR THE A oo FIRST 15 FT. FROM THE SNOW FENCE FROM 15 FT. TO WITHIN 10 FT. OF THE LANDSCAPE ARCHITECT RIDGE PLACE SNOW GUARDS AT 46' O.C. AND STAGGER 24' HORIZONTALLY. S E GROUP ------------------------------------ _4 ! 0 L 1_61 VERTICAL SPACING.- EVERY OTHER TILE VERTICALLY FOR THE FIRST 15 FT BURLINGTON,VERMONT 1.2 5 17 0 @ - - - - -/A- - - - - - - - - - - - - - - - - - - --- - - - - I FROM THE SNOW FENCE BACK FROM 15 FT TO WITHIN 1 O FT. OF tHE RIDGE STRUCTURAL ENGINEER in RI G 6 6RIDGFR/ ROOF EDGE PLACE SNOW GUARDS EVERY FOURTH ROW OF TILE Ic ROOF EDGE 1 2,04.5 IV 8 1� +8188.833- EAVE AREA.- FROM THE SNOW FENCE TO THE EDGE OF EAVE INSTALL SNOW ON,TEXAs .417' MECHANICAL ELECTRICAL O i O ____49-- +8194 - - - PLUMBING ENGINEER GUARDS IN ACCORDANCE WITH THE SPACING WITHIN THE FIRST 15 FT. BACK FROM THE SNOW FENCE. ABS CONSULTANTS INC ROOF EDGE : JNROOF ED DENVER,COLORADO 186.625� 13---=r- INTERIOR DESIGN 98•\4t- R2 8 D GEI FOR ROOF PITCHES S.- 12 TO 12-- 12 I V +8191 .667' HORIZONTAL SPACING.- '0,0 EDGE 12 Ij WILSON&ASSOCIATES R (9 10 2"+,' 14 -10 1/2"+ i R OF GE 1 w 24' O.C. STAGGER 121 HORIZONTALLY EVERY OTHER ROW OF TILE FROM THE DALLAS,7X V +8 8* 1 ,67 +817 . 1 1z SNOW FENCE WITHIN E, FT OF THE RIDGE. LIFE SAFETY • BCER ENGINEERING INC b ---------------------- VERTICAL SPACING.- EVERY OTHER TILE VERTICALLY FROM THE SNOW FENCE ARVADA,COLORADO +8L DRAI • % I OOF EDGE LOPE___ �1'8�3+5 0 1 0011 +8200.375 ." I --1*- 1 BACK TO WITHIN 5 FT. OF THE RIDGE. 2 1 _1 F_ DK ., I - 1 r- I I L3 PROJECT NUMBER. 2094100 U. t:iLAp < EAVE AREA.- FROM THE SNOW FENCE TO THE EDGE OF EAVE INSTALL SNOW f8l ROOF EDGE Ist 8177. Z-01 +8189.458' ROOFEDGE 12 GUARDS IN ACCORDANCE WITH THE HORIZONTAL AND VERTICAL SPACING ISSUE REVISION DATE +8191 667' NOTED A5OVE. - -------------------------------------------------------- -7(REF: 1 /A5.58) -------- +81-8f 708 A ROOF ED --7'*E \'7V +8183.5' +1 141-3'+/- 20'-0 1/2"+/- -NE) 1186.4594 ROC)F LEGIE DI, ER E I D I I I j4RQOF EDGE it ro 1 if RP ;it +0. EPAR 201-2 41 _F - it . ..... u -rc /2"+/- If it if if t HT 74 .00 --------------------------- ------------ +81-7 8+ 16 7 if rA6 RIDGE GE L MODIFIED BITUMEN ROOFING �ORMER if - AT,G, RA ET A RI[ ROOF EDGE SLOPED TO DRAIN. if if 8188.8337 ADGE � V81 8.458 if f if if if if 7 i if i if if 819 9,7 8201 .5 (REFER TO A5.80 FOR i if i :f if if 8 9/.0 ROOFING DETAILS) i if m. A -x_w DG.E if 01192.5 if 1 .2 ROOF EDGE i I it ii I I I SLOPING ROOF WITH 7EI V +8178. 1 ES jr- 1 i I TO , COMPOSITION SHINGLE A IT= 22'-l' C+/ --r I I � 2 178.5' (+ 12'-4" A.F.F.) TO V RTIS ROOF '14 1_1'-9 1/2'+/- E SLOPING ROOF WITH IONUPDATE 10/05/09 RID,,G VALLEY COPPER PANELS RFP#070 04/08/09 141-9 1/2 (,JNT:Q. C CRETE - ROQI� - 01 MECHANICAL RFP#35 11/14/08 DORMER #0650 R1 08/27/08 • 5 15 I . CSR STAIR -'Ill I T 7E : EQUIPMENT ON ROOF RFI 3R 7V +81 GE DORMER ROOF EDGE ' MT K AROOF EDGE qV 81 0.8 GUTTER- ^_4-EL=�+81 .87"-5� 2 11 21 -5 101 V +8 186.375' RFI#0650 07/07/08 GUTTE --SLOPE ALL INDICATES DIRECTION 'V +81 8.0 H. G 11TTER +_1 0_0" ,A8Vt 5TH FL A OF ROOF SLOPE RFP#15 03/04/08 MOE). 51T. r E EQ�QE VERIFY ROOF EDGE HEIGHTS 0/19/07 44� ------------------------ ------- 017 REV #7 1 +++ in "11� I- - _4 ROOFS TO 00 ABOVE FINISH FLOOR WITH 0 - DRAIN T ---------- 5.3 /�.. ROOF EDGE *"��+W��-2 T' A.F.F.A.F.F. 015 REV #6 08/10/07 -6 WALL SECTIONS (TYP) 19-1 + V8178.5' (+ 12'-4" A.F.F.) Ag, + + VI 71 0 ERI I ' Ft "Ai E 0 r6 ROOF EDGE 6 4c- I - .+.-+-+-. ----------- D 009 PERMITS 11/17/06 ' FEET + + ♦ 4.+ I : _ - - - *.+ + + + +:+ .+�, + + + + +T � ,, II t 41 +8156. 1 + HEIGHT GIVEN IN (REFER 0 TYP. FLOOR 0. 11111111 % +8187.583 ELEVATIONS GIVEN ABOVE) JJJ HHH it PRIMARY AND SECONDARY R k_0O_1=__E`DGE__ _Q _E ARIDGE DRAIN W/ TAPERED INSUL. if --------- r 167!%, 5 6 3 IV 819 , TOWARD PRIMARY DRAIN. O.R. I (REFER 4/A5.60) IN '��.81 976 201 1/2 7 L )ORMEFZ' 130T♦, 517',JKLf DE( z T:'O PARAP . . . . . . . . + + WALK PAD ON MOD 51T. 817 -411 1, 21 ++, 1 10 �++.+++++++++,++++++++.+.+.,+.+.+.+.++ 21-(08 O.H. VE 1 - I G "$AS� I ROOFING WMT Ww.2 ------------- �IfQG E +T 4T� 00 --------------------- 44 F ID�E IDGE if X E -I >r 78�190 �^6 NORTH f 8�1 8q;�� ----------------- f3 6 9.7 ID SNOW FENCE (RE.- DETAIL PROJF= if 'V 180.-8, 4/A5.81) 81380' 8' < t; ROOF EDGE PROJECT KEYPLAN ---- 5.4 OR 5 CO Y in T 00 (fj:f I Ulu r- cy) c if i it ROOF EDGE it it DORMER DO ER 8 �0-&ORMER it 01 �Rl 1V +8181 .667' ROOF MTD TIE-OFF O RMER. �." 17k I ORMER- t D RMER 1 6 L NLARGED PLAN - if Q m RorbF �'.DG in f WALL MTD TIE-OFF IEWED B) 6 4f ROOF EDGE W I'00F PLAN +8187.208 (ON'' I - 1 #(0 0 ROOF DQRMER ROO JQC E OCT 2 2 2009 'VEST WING ------- ------ ------------- 91-4 10- 1 ij I/� M J� M N M in in FEbuilt colorad ENLARGED PL AN ilt EZ_rad /-6 ROOF RIDGE +1 r ---------------- 01 +8187. 167 OF E /A T �(S ROOF EDGE ROOF EDGE ROOF IF F D `F SCALE.- 116 =I 0 w _ 1 +8156. 16 / 1 1-8167.917 R OF EDGE 1 +8176. 8176.917 in r*2 2' 513 R8078EDGE I \D :ROOF ED E -1 RIDGE +8 170.6 67' 1 .5' fM I Q i a-z r,a-Z 5. 1 1 3 1 E 1 1+8181 .6 7 3� WAOW Am I- • - 40 IN ��♦� IMM. 0 �74 MA •�� W.-.��-�-ice ♦♦♦♦+♦��,�I♦♦�♦,'♦��, .� ,y�,♦♦♦♦♦��♦:♦SIN'♦♦♦�♦��♦�♦��♦♦♦�i,� NNW O ��:�.��♦.♦� _�� -_ //� ��► / I'•�' �� 111 �—_-°-- _ � / niil IMMeomm- Mom R;mulamm 21110010111011 a ,. :;:: . . . • . ✓ ♦♦♦♦c X11 ,►♦♦♦♦♦♦ I • f JIB 1.1 � �� a,,,_. h�a` t�w � • r . �� • WMIIIMM, ,. � :::,., :: � 3� � . . •. � III,, e, — �. ♦♦♦�♦ 1I, ♦♦♦♦♦�♦� III _ illlllll�- v?i_:: III;;II. _ ♦♦ '.�,.1 ►.♦. ]III��.-�. •.•ems \. 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A5.11 A5.1 5.1.I ! 5.2 I I I 5.2. 5.3 P1`,'_`-_1.1_1P,1 , .°; I r 1 -01 J'_of =a- -� pE..OF-0 f ;LO N N ROOF ALL LINE - .. ..... . DEL-07� E.1 - ( i 1 BELOW ROOF O _ 1 I I 6 R00 I ED ROOF ED E I RO I EDGE ROOF EDGE I +81 .375 1+81 X38.2 8 1 i +8 4.375 ' 1+8188.208 PEAK I ! RO EDGE I 1 1 8203.042 I 1 I +818 1 PR-81 .208 1 , 1 _ 04 1 i --► 1 F-t I1 2 �O CRICKET I 5.3 0 F-4 I I li DO ME , RO F EDGE I I QRMER OOF E ROOF EDGE GENERAL NOTES: r - _ _ �. 0 _ _ M 1. REFER To SHEET ,45.81 FOR CONCRETE ROOF --- __ I RIDGE + . '33 - I RIDGE - 333 - 6 I ! 2 -� . PAR PET ' 8203.6 ! 8203.6 I TILE DETAILS, �I O I ; -k _ 03.75 ' 2 IDORI`�fERS j I I I 3 DORMERS - =----------- I f6" GUTTER UNLESS 2. REFER TO SHEET ,45.54 FOR 8 METAL RIDGE OTHERWISE NOTED #� O CAP, PARAPET AND COPPER FINIAL DETAILS I I 3. ALL ROOF TIE-OFFS ARE TO ATTACH DIRECTLY i I _____ __________ TO STEEL ROOF 5EAMS, RE: 8 AND 10/A5.81. V O I 6 1 ! I 6 4. ALL WALL TIE-OFFS ARE TO ANCHOR NTO 2 I GE, 5 RI 1 6 T.O. RIDGE I P CONCRETE WALLS, RE: 11/A5.81. R a V03.6 1 ! 8202.833 _�-------------- _____ = I i �"� w - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - 1 I A5.3 REVISION I NOTES: ® I 6 A _ T _ I I G E -_-____-_-_ R 1. THE CENTER WING'S ROOF HAS SEEN ~ 3: �' DORMER ROOF EDGE O i ^ ! RI' ! �`� ° - +8189.792 HATCHED TO SHOW EXTENTS OF RIDGE I PATTERNED CONCRETE ROOF TILE. �..� #(0 O u SHE ROOF' I ELEV,4TOR , 8202.6 J. 1 i 1 R . ,4�1,1t� ' 2'-6 6 + 0 . ( EJ. i O j T. P APE 1 ROOF EDGE ®� + + i OWNER/DEVELOPER 91 .583 +8194.37 + * + ______________ + * + ' oW FE1�cE Y I +;Y• I (RE. 4/A5.81) VAIL RESORTS +M ' SNOW CLEAT NOTES (FOR COMPOSITION SHMLES AND METAL ROOFS) ROO G 1� I T.fl. +*' I ' I ---------- 'd"a' DEVELOPMENT +8188. 08 I i I , _ ! 8207 :': ;*�`. " I 6 COMPANY _ _ _ FOR ROOF PITCI-ES 3: 12 TO 1: 12 O1"fER 1 +'.•+«+ + - I - - - - - - HORIZONTAL SPACING: AVON COLORADO ,�#{ , 1' ROOF EDGE BB 24' O.C. STAGGER 12' HORIZONTALLY EVERT' OTHER ROW OF TILE 5.54. ++ •«++++ I +8188.208 FOR THE FIRST 15 FT. FROM THE SNOW FENCE 51M # 9P I f + R «','+:«+« I EE FROM 15 Ft. TO WITHIN 10 FT, OF THE RIDGE PLACE SNOW GUARDS AT DESIGN ARCHITECT OPP. 5.1 I 1 8 1 �_ .8 +:+;i;+ _ _.*_ ; ® -- 48' O.C. AND STAGGER 24' HORIZONTALLY. -------------------- I 554 I + ' DORMER - mm _ I' ' - = VERTICAL SPACING: EVERT OTHER TILE VERTICALLY FOR THE FIRST 2 0 R1 15 FT FROM THE SNOW FENCE SACK FROM 15 FT TO WITHIN 10 FT. OF 111vT ! I I +*+*+++ 6N I ° 1 ® I THE RIDGE PLACE SNOW GUARDS EVERT FOURTH ROW OF TILE DORMER I I o .:++w+ . i I HH Denver, Colorado _ . 1' o' 1 1 ROOF I ® I + «;«; + . I ROOF DGE 2'-6' ► �mOf +. + �, _ +819- .958 _ LL SAVE AREA: FROM THE SNOW FENCE TO THE EDGE OF EAVE + O INSTALL SNOW GUARDS IN ACCORDANCE WITH THE SPACING WITHIN ARCHITECT OF RECORD DORMER 1 R. 'B OTT +}'i M ; A L K, GLOVER SMITH BODE,INC 1 THE FIRST 15 FT. BACK FROM THE SNOW FENCE. I A5.11 A5.1 t 1 - I +_819 6.915f' + 1, j 1 ROOF EDGE ol�LniioMA CITY,oI�I.�HOMA I I •'° I _ r 1 I o''�'� '+; ' } LEV ' I R( I +8191 .917 FOR ROOF PITCHES S: 12 TO 12: 12 CIVIL ENGINEER ' " + ^ 202.6 RIDG HORIZONTAL SPACING: ALPINE ENGINEERING,INC i ROOF EDGE _ 1 ® *++;+;+ I I 6 24' O.C. STAGGER 12' HORIZONTALLY EVERT' OTHER ROW OF TILE vAIL,COLORADO +8188'208 FROM THE SNOW FENCE WITHIN 5 FT OF THE RIDGE. ff 1'- " «+*+«+' a I '2 _ 10.1 LANDSCAPE ARCHITECT 6 GUTTER UNLESS ! © '+;+#4+ ' 2 SE GROUP OTHERWISE NOTED ,_6, 1 =� ® ;� ;' I VERTICAL SPACING: EVERT OTHER TILE VERTICALLY FROM THE BURLINGTON,VERMONT #6 O I I + ++; PP SNOW FENCE BACK TO WITHIN 5 FT. OF THE RIDGE. STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, EAVE AREA: FROM THE SNOW FENCE TO THE EDGE OF SAVE INSTALL INC SNOW� I� GUARDS IN ACCORDANCE WITH THE HORIZONTAL AND �6GE HOUSTON,TEXAS . MECHANICAL ELECTRICAL VERTIC AL SPACING NOTED ABOVE 5.3.1 I O - - - - - - - - - - - - - - - - - - +,{•'+ i ' - I PLUMBING ENGINEER � .. «+++++. ABS CONSULTANTS -- ----------- r.1 G E ADE R, _ _ TYPICAL FLOOR SLAB ELEVATIONS: TYPICAL ROOF EDGE ELEVATIONS.- 1 - - - - - I - - - � RI a' - I DORME � `� - SS ROOF EDGE 8188'-2 1/2' (8188.208') ROOF EDGE I 1 +82 2 8 .8 {;i i I li ROOF EDGE 6TH LEVEL = EL 8188'-5 1/2' (8188.458') ROOF EDGE 61-18'-O' (8118.01) WILSON&s OCIANTES +8192.792 0 � 1 � ,.- ++i+++i � _ - -------------- I +8188.208 5tH LEVEL = EL Sl��f'-5 1/2' 181��.458') ROOF EDGE 8180'-3' (8180.25') DALLAS,Tx - -- I� RIDGE ', ;:; �@ Rl I 4TH LEVEL = EL 8166'-2' (8166.167') ROOF EDGE 8183 -4' (8183.33') LIFE SAFETY 1 8200.2 3RD LEVEL = EL 8155'-2' (8155.167') ROOF EDGE 8192'-2' (8192.16-I ) BCER ENGINEERING INC i 2ND LEVEL = EL 8144'-2- (8144.160 ROOF EDGE 8190 9 (81g0._I5 ) ARVADA,coLORADo ® I, 1 1ST LEVEL = EL 6132'-0' (8132.0') ROOF EDGE 8186'-l0 1/2' (8186.8715') R+8186.708 0 F EDGE A5• 2'-6' - ® , _ = - # I RIDGE _ _� _ _ _A5.4 - _ - uu PROJECT NUMBER. 2094100 _________________________ _ __R oRM - 1 8200. =-- ----------- O ROOF LEGEND R1 I ' I ISSUE REVISION DATE t X58 - -ROGF -E DG WW MODIFIED 51TUMEN ROOFING � I #� O U R TH 8201 33' ► +8191 .54 `` SLOPED TO DRAIN. DO NSP T 1 2'-6' XX (REFER TO A5.80 FOR CONVERSION TABLE �D I I +++ ; GE 6 .083 FT OUSE I') 1 DC�RME f , ;+; I +8200.2 I _ I ROOFING DETAILS) •125 FT (USE 1 1/2') ' SLOPING ROOF WITH .167 FT (USE 21) ' Ti- , ` M1 :; COMPOSITION SHINGLES .2 FT (USE 2 1/2') I� T 0 V REVISION UPDATE 10/05/09 DORMER ROOF DG I �LCO11 f�OWNSFU ` I ; * 1 I .25 FT (USE 3') RFP#59F 05/26/09 +8187.0 I WELL 1 EN _ I 6 SLOPING ROOF WITH I •'• I RI COPPER PANELS .3 FT (USE 3 1/2') RFP#81 05/04/09 +'+ 1 D .33 FT (USE 4 ) ASI#81 04/09/09 ROOF EDGE I' 8' 1 . , `8 f 8200• .375 FT (USE I/2') } ZZ MECHANICAL .4 FT (USE 5') +8178.0 1 1 1 6 T.O. C C. I ;;` - .�6 FT (USE 5 1/2') RFP#35 11114/08 2 -6 1 1 SI i 8196 0 2ff + _ EQUIPMENT ON ROOF - - _ - •' ________ ______ - _ _ 6') RFI#0997 10/15/08 5 FT (USE I -- -- -- *; I +8188. 167 1 A INDICATES DIRECTION .54 FT (USE 6 1/2') RFI#650 R1 08/27/08 A5.5 I I STAIR TOWER A5.5 OF ROOF SLOPE 25 FT (USE x)1/2' D I ER * :,RIDG GUTTER UNLESS RFI#650 07/07/08 I - - - - - - - - - _ _ VERIFY ROOF EDGE HEIGHTS 8') RFP#15 03/04/08 t - - - - - - - - - .,w I ;8192 I , ROOF ED�GE 667 FT (USE I� OTHERWISE NOTED B ABOVE FINISH FLOOR WITH N II RE: A .3 I - - - - - - - _ - - - - - - - - - - .1 FT (USE 8 1/2 ) Rl } - I ,- + 14 -2 A.F.F. I -- WALL SECTIONS ItYP) .-15 FT (USE q') 017 REV #7 10/19/07 1 HEIGHT GIVEN IN FEET .8 FT (USE q 1/2') 015 REV #6 08/10/07 i ++ +}{ I EEE ROOF EDGE (REFER TO TYP. 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X M M OC A ( � 4 4 ry 0 C7 0 0 M Z -n �_ �_ rr s m N N N N N N IV Z O Os N (A N C7 C7 0 W W W W W N N N Z S H C/I C/1 C/i W W W CO W 0 0 0 0 W W W W W W W 0 0 0 Z S 0 0 0 4 W W W W W 4 W 4 W C� C� C� M M -n -n -n 0 0000 C� C� C� C� nCnpr0000X TI -n T r r , ; rr rr rr X0000 - 00\) 0 000 0000 0 (J� CJ1 C31 U1 3 � � 4 4 4 .0 CQ Cr) � < < < < < r- G M I- � m r 0 = _ ' r- DO » rnF- z O MU rn � ul Drc—Nn � (IZZd { zmXm rni P � 1—?R OZ rni-� r -1 rmuJLn'l n � A3D � mz -OP -4 � o -0 ., � ., zOm706 ., > C Q � mmrn >= rn � O J bo -4 < =_ rn oW0Wz3 � � � � D D D D D D D D D D z Z 5 S Q QQQ Q Q Q U70z z �rOzrnOD -i1 � � � +y► Dcn ?R rn NNNDDDDDDD NNN > NNNDNDDDDDDDDDDDD QQQQQQQQQQQQ � Q � � � Q � � � -0 70 N N M = N „� 7<J r C1 p ^, N N N N N N N N N N N N N N N N N N N N N CO C/I C/I C/i C/I C/I C/I C/I C/I C/I C/1 '*� �, O = D -f, D -X-F � r � Nti° . r- _ OM n nnC) Cncntn .p -p -p � C� C7 (� nC7C7C7nnW � W � � � -P -p -r� WWw = �I tr = wwW444444W4W0C� C� C� C� 600 O TTT N O r ]] D T17 Cn \ L L L L L L L L L L L .1 L L L PP1 r L L L L L L L L L L 3 m l7 O cn M OJ z D ' D m m 0 -4 O Cb � Cn �. 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A =,f�- I F-1 A OV C I IN M -0 rh +a'-O c o FI= I I :T12 o I G0 II �D STUDY "u V12 A.F.F. z L MASTER CT1 5ATH ROOM ST(o I - - --I \1 F @ ' \7 \ \A IT '11YA CLOSET I-oil V "I A + 7- A.F.F. O '`, o I KITCHEN' 2Ca101 "I w -41 91-11 4 3T- 6 1/2 ::a- _j x A.F.F. +0 F DINING T25 @� I I W_X A,F,f:. T12 U) ' D + V O 0 C3L -E- CLOSET -191 - I A 0 u 2Ca 112 J D I - rl CL I T25 -7 L1160- +'s -roll "'s,, T25 mu A.F.F. 1 - - �'- 'I I I °1 h I I a A E.J. /2' Lu c"(71 NT 4'-9 1/2' 31-81 41-21/ 1(01-41 U ell(o I A.F.F. ff==)) L- _�1 1�- ❑ Y _ w �lv;Z"I -4 F- 1-4 1 IWALL *2 ILI > 00 r I L WALL HEAD 44 MASTER A.F.F. O HEAD> 0-V m - 10/A2.1Ol I BATHROOM - - - - - - - I V 11 OWNER/DEVELOPER 10/A2.10.1 M -8 1 S_ LIVING _J U. 2 _01 rh +1' 1 21-61 L Nu A,F (5p., ca 02 1.1 !L I VAIL RESORTS MASTER - - - - - - IIIIIIIIIIIIIIIim 7� BEDROOM MASTER FF - DEVELOPMENT 1.2Calli 1-Z BEDROOM GG COMPANY AW AVON,COLORADO r TT ------------- GG J FIREPLACE FLUE HORIZ. SQ. TERMINATION CAP, DESIGN ARCHITECT LINE +0 0 -RE 3/A6.-1, -1 4 11 1AII 7 (S IM) 2.cl. ABOVE- A.F.F. FIREPLACE FLUE RUN HORIZ 2 0 ABOVE CLG, RE,- q/A&,-I 4 KK E)lAro.1. 1 (SIM) Denver, Colorado A2.0.1 A2.0.1 I I I I I I ARCHITECT OF RECORD BLL.8 GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA LINE CIVIL ENGINEER PATIO A50VE 1/21 ALPINE ENGINEERING,INC 14'-2 1/2' L VAIL,COLORADO Ql'-3 1/2' LANDSCAPE ARCHITECT BURLINGTON,E GROUP VERMONT II STRUCTURAL ENGINEER AREA DRAIN I HAYNES WHALEC Y ASSOCIATES, IN TYP. HOUSTON,TEXAS PATIO CURB 46 50 51 52 53 54 55 MECHANICAL ELECTRICAL L0 TYP, 46 50 51 52 53 54 55 PLUMBING ENGINEER m ABS CONSULTANTS INC DO m DENVER,COLORADO INTERIOR DESIGN ON&ASSOCIATES REFLECTED CEILING PLAN 2C(a . UNIT *119 WILSDALLAS,TX FLOOR PLAN 2Ga UNIT 0119 4 S IM. FOR UNITS *1219/ 319/ 419/ 4 519 LIFE SAFETY BCER ENGINEERING INC 46 47 48 49 50 51 52 SIM, PLAN 0219/ 319/ 419/ F719 SCALE.- 1/4'=I'-O' ARVADA,COLORADO Al Iq ► �_C_1_1 SCALE.- 1/41=11-00 PLAN NORTH PROJECT NUMBER. 2094100 LAN NORTH SCALE- 1/4' -- 1'-0' *REVISION -1 GENERAL NOTES APPLIES TO ALL PLANS ISSUE REVISION DATE FF OF THIS SHEET. 6 2'!7 41-01 81-01 GG REVISION I GENERAL NOTES.- GENEfRAL NOTE 1. WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO 1. TYPICAL ENTRY DETAILS 4 ELEVATIONS RE.- SHEET A2.10.15. IJA- OUTSIDE FACE OF STUD. 2. REFER TO SHEETS A6.1 AND A6.1.1 FOR TYPICAL FLUE DETAILS. 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED 3, REFER TO A2.10.1 FOR ROOM FINISH 4 DOOR SCHEDULE AND ADDT'L GENERAL NOTES. DIMENSIONS TO NEAREST GRID (AT PLANS W/ STEEL GRIDS). 4. REFER TO ENLARGED FLOOR PLANS FOR ALUM. CLAD EXT. WINDOW 4 DOOR DESIGNATIONS LINE ABOVE 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). 5. ALL FIREPLACE FLUE PIPES ARE TO HAVE A J/4' RISE PER 1'-0' HORIZONTAL RUN. THIS IS 4. REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT TO INSURE PROPER VENTING OF HOT GASES AS REQUIRED BY MANUFACTURER PLAN(S), (o. PROVIDE 1/4' WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT 5. BALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED REFRIGERATORS. ELSEWHERE IN DRAWINGS. 1. r-= - MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH -LINE ABOVE MECHANICAL DOCUMENTS. REFER A6.23 FOR DETAILS. 8. REFER TO SHEETS A2.10.9 4 10 FOR UNIT REFERENCE STANDARDS. 19 4 5ALCONY REFLECTED GE IEINC PLAN 2C:a UNITS 0219/ 319/ 4 419 Iq,A Nr4 SCALE.- 1/4 1=1'-O' 0 REFLECTED CEILING NOTES.- 017 REV #7 10/19/07 V�_cu FIREPLACE REV # 1 6 PLAN NORTH FLUE RUN 1. RE.- CIIA2.10.�o FOR TYPICAL AT UPPER COFFER TRANSITIONS AND FOYER 6 08/ 0/07 ABOVE CLG. CEILING TRANSITIONS. 4 013 REV #4 04/12/07 46 47 48 49 50 51 52 I CEILING 2. FOR RECESSED DRAPERY TRACK RE.- I/A2,10,5 FOR FURR DOWN TRANSITIONS 01 10 0 ADJACENT TO EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER BEDROOMS. 1/A2,10.5 IS SIMILAR AT ALL BEDROOMS 4 STUDIES WITH EXTERIOR (SIM) WINDOW WALLS, INDICATING POCKET. 3. RE.- 3 4 3A/A2,10.5 FOR CEILING TRANSITION TO 8' CEILING AT KITCHENS. EXCEPT FF FLUE HORIZ. NOT AT CLUB UNIT KITCHENS. GG /-AIR INTAKE 0 4. RE.- 3A/A2.10.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND• WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS. e�_ALCONY 'a SOFFIT LINE TERMINATION REVIEWED BY 5. SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED PER FOOT IN WHOLE - - - - - - - - RE.- MECH'L ABOVE CAP, OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE WEST wires Fri RE.- 31Aro.-1 OWNE mj=_ HEIGHT VARIES. OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM FEB 2 6 2008 GENERATORS ARE TO HAVE LEVEL CEILINGS. *2Iq,*3Iq4*4Iq 5ALC:ON'1;' (0. EXPOSED TO STRUCTURE AT MECHANICAL CLOSETS. PROJECT KEYPIAN LINE OF 5ALCONY SAFEbuilt Colorado cr '0 SLAB EDGE TYP. 1. PENDANT LIGHT FIXTURES ABOVE KITCHEN BAR TO BE 2'-(o' ABOVE BAR 2 COUNTERTOP U.O.N.. PENDANTS TO BE HORIZONTALLY EQUALLY SPACED OVER 6 2� 5ALCONY A a- - LINE OF 5ALCONY 02lq SLAB EDGE TYP. PRE-MARK 4 VERIFY ALL LOCATIONS W1 INTERIOR DESIGNERZ, RE., INTERIOR UNIT 2Ca rIj UNIT PLAN HANDRAIL ELEVATIONS. GI 5ALCONY co 8. ADDITIONAL GENERAL NOTES AND LEGEND REFER SHEET A2.0.1. CD HANDRAIL LINE ABOVE & REFLECTED C) BALCONY PLAN 2C:a 039 4 0419 9. IN COFFERED CEILING AREAS, THE CEILING HEIGHTS ARE INDICATED AS 101-ol. THIS NOTE 15 To ADVISE THAT THE INTENT OF THIS HEIGHT INDICATION IS To INSTALL CEILING PLAN UN I TS 0219 319 4 419 6 0+11 rAN THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. 3: SCALE.- 1/4'=1'-0' 4 Nh' PARTIAL REFLECTED 10, REFER SWEET A2.0.1 FOR UNIT LIGHTING LEGEND. 11, AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS A 2 9 C 1 le 1 u c:E ILL ING PLAN UNIT *519 N\X < PLAN NORTH PLAN NORTH g.rjj POSSIBLE W1 SMOKE DETECTORS ADJACENT. 12, ALL UPPER KITCHEN CABINETS TO HAVE UNDER CABINET LIGHTING. u 0) 48 11'-1 1/2' C ,s r° % 2--ON 41/2' L I'-ON 61-20 54 ro 1/2 41 1'-0 1/2' cl 1/2 EQ. EQ. fl 10/19/011 REFRIGERATOR < VY MTL. STUD w TOP EDGE of TUB =L --- WORKSURPACE < COUNTERTOP N u TOILET l A tu TOP EDGE OF MICRO AVE BAR COUNTER- TOP - - - - - - - - - - - - - WATCHED AREA - WINE CHILFER 2'-0 1/ UNDER STONE TOP, A L L L STEEL PLATE WELD 5a m ATTACHED TO N SQUARE PIPE 4 A2.0.3 A J, A2.c.2 CA 0 A2.Cl 3 A2 G13 A2.0 12 2 FLOOR -I TYP. 2' SQ. p A2_CI 3 SLOPES EX At T_ G METAL PIPE o TO DRAIN F < w HOOD _j w 1-- U 4 VANITY FLOOR 0 SINK COUNTERTOP f: EQ. Q. SLOPES u Oil A TO DRAIN COUNTERTOP 0 RANGE 4 OVEN 0 0 0— TAI BELOW DISH- 3 %1 MTL. STUD .111 m P5 w WASHER -7 A d A O 4 TAI Ilk 11 CL w ICI CLR- EQ] Ed \_ I "Tti , 7ffZ/ A �1 (� 1 A2.0.3 < I __V_ r I I I I I 1 5 T4 L ILI 1'-0 1/2' 31-51 k A2 G13 A2.CI 3 1- 2'-4 1/2' 3'-(o 1/2 21-0'\ 10\' a' BRACKET SCREW I ro ATTACHED TO PIPE 4 A2 Cl 3 4 FLOOR AT BOTH OWNER/DEVELOPER SIDES I E) OF PIPE 46 VANITY VAIL RESORTS y A10 INS 11�6, COUNTERTOP_/ A2 70.2 TYP. 2' SQ. < DEVELOPMENT METAL PIPE ENLARGED FLOOR PLAN COMPANY ENLARGED FLOOR PLAN tYMTL. STUD ASTER 5ATHROOM - - - - - - - - - - - - AVON,COLORADO KITCHEN r2 *I M 11 1 11 SCALE: 1/2"=P-0" DESIGN ARCHITECT SCALE.- 1/2 =1 -0 w TUB 44"� � ° W --- 4240 48 49 4'-1' ---;1 50 41-21 Denver, Colorado (7 ION a, ARCHITECT OF RECORD 61-2a 11-01 ION OKLAHOMA CITY,OKLAHOMA IN, CIVIL ENGINEER ALPINE ENGINEERING,INC VAIL,COLORADO FE TOI_E_T I LANDSCAPE ARCHITECT S E GROUP BURLINGTON,VERMONT NK Es((,� STACK'G STRUCTURAL ENGINEER WA HE E NLARGED FLOOR PL AN HAYNES WHALEY ASSOCIATES, i\v TAI 4 DRYER, INC HOUSTON,TEXAS 02 MASTER 5ATHROOM A 12 A2.0.3 LIO' SCALE.- 1/2"=V-0- MECHANICAL ELECTRICAL 11 10 PLUMBING ENGINEER C 3 A2 C1.3 ABS CONSULTANTS INC 8 =1 DENVER,COLORADO _j INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX LIFE SAFETY ENGINEERING INC ARVADA,COLORADO 0 PROJECT NUMBER 2094100 ISSUE REVISION DATE ENLARGED FLOOR PLAN ENS.ARGED FLOOR PL AN POWDER ROOM UTILITY ROOM SCALE.- 1/21=11-01 SCALE: 1/21=11-01 0 REVIEWED BY eATHROOM ACCESSORIES - TYR CLU5 UNITS I.D. MARK copr: SYMBOL DESCRIPTION MOUNTING HT. REMARK UPPER WOOD 1 4 UPPER WOOD Im. FEB 2 6 2008 TAI 5-0 -1- TOWEL RING 4'-3' A.F.F. (U.O.N.) ml CABINET DOORS CABINET FIXED 21-cll 10 TA2 5-Q x ROBE HOOK 51401 A.F.F. (U.O.N.) ml W/ WD. CROWN 1 1/2' ,I MOLDING FILL-) 2'-0 31-0 1/2 Y' FILL FRONTS FILL-1 TV-(, EQ L Ea. V-&' rFILL SAFEbuilt Colorado TA3 TOILET PAPER HOLDER TYP. 2'-O' A.F.F. (U.O.N.)1'-1' MI CL WOOD CROWN A.F.F. TYP. AT 01 5ATWF41S MOLDING RE., 3/A2.10.6 F_ i i tA5 B-P SHOWER DOOR TOWEL BAR 34' A F.F. (U.O.N) C=C1 T NOT USED FF PENDANT LIGHT '4 CORNER BASKET 017 REV #7 10/19/07 MICROWAVE AT \\ - .1 1- OPEN To TAI 5_R - SOAPBASKET 5'-O' AF.F.GSHOWERS (U.O.N_) CFCI Al F L 2'-4' AF.F.Q MASTERTU15S (I.I.O.N.) OPEN SHELF EXHAUST WOOD--- STONE 5ACKSPLASW FL\ _ �FL\ 5EYoNr-> 015 REV #6 08/10/07 (0 UPPER CABINET L L PENDANT LIGHT T45 miwows)(o.c. ABOVE VANITY MOUNTING w.%T. RE,- INT. Drs. CFCI 013 REV #4 04/12/07 LOWER WOOD W1 GLASS DOORS Z STONE COUNTERTOP` 4 4'-0' L L L SINK(S))(LOCATE BY RE.- INT. DES., 4 CABINET DRAWER 4 UNDERCA51NET BAR TOP W/ TILE 5ACKSPLASH FRONTS (TYP) LIGHTING _T BEVELED EDGE L EQ. EQ. TAq 5-W 4'-6' A.F.F. (U.O.N.) CFCI -FILL 4. (O.C. ABOVE VANITYAT blDF= W REFRIGERATOR EQ. EQ. N UNI il , �LEV. (CLUB UNITS ONLY) (VERIFY MFR'S 0) .q 5 1/4'-."\ . 1 4 REQ'D CLEAR) FILL Z� V tu COOK TOP _T VI w STONE 0 5-S SHOWER CURTAIN ROD CFCI U- -1 LOWER WOOL) WOOD MICROWAVE W1 CABINET DRAWER COUNTERTOP 4 TAII IRON CADDY (1)AT ALL UTIL. RMS 5'-6' A.F.F. (U.O.N.) ml ----- BAR TOP W1 SUPPORT BUILT-IN TRIM KIT FRONTS V-VARF. (U.O.N) WITHIN OVEN BRACKET TA12 CLOTHESLINE cr-cl (L I3 9;___ STONE BACKSPLASW ------ 5EVLED EDGE— RE.- A2,-Io.& SHOWER Iu LOWER WOOD -a—) -] LEE W1 4' BEVELED TOP 10, 1 STONE ff CABINET DRAWER w STAIN GRADE WD. TA13 SAFE (1)AT ALL MASTER CLOSETS 4'-0' A.F.F. TO TOP (U.O.N.) ml COUNTERTOP LEE]Efl EDGE 4 EXPOSED -4 -- DISHWASHER W/ BEVELED FRONTS (TYP FF bt w TRIM (MITERED EQ. L E.-Q. L Ea. 41 R=--- 54(o/A2.10.18 TYP. WOOD LL EXPOSED COWERS) TA14 24' 64Z45 BAR(VERTICAL MOUNT) 4-4- O.C. A.F.F. (U.O.N.),6' O.G. CFCI PROJE= EAST WING 10 SIDES AT ALL SHOWERS 4 TUBS W1 EDGE WINE CHILLER LOWER WOOD HORIZONTALLY FROM ENTRY NOR H CABINET DOOR BASE WD TRIM W1 w SHOWERS WALL NORTH OL (3 STAINED GRADE TRUE CORN ERS FRONTS 1:31 MITERED w_ T4G WOOD PLANKS---- TA15 CFCI PROJECT KEYPLAN I fp; M J _ FIRE EXTINGUISHER(1)AT ALL UTIL. 4'-0' ARR (U.O.N.) cr -FILL TYP. WOOD _+--f// I r I FILL r 1/2 I I FILL F1 ILL 5ASE =ILL 41 TYP. WOOD DESCRIPTIONS �3 - A WALL FURR OUT AT POCKET DOORS FILL SE e=N RE. 21-0 3'-1 1/2' _TH 4 BASE TAI& 4' A L 11 1 q 2� (VERIFY MFR.S-, DEI �-2--"I- SINK CABINET 1'-O' VARIES (RE.- ENLARGED PLAN) ADJACENT TO ELEC. OUTLET BOXES ON /A2.10.1 UNIT 2Ca a. (VERIFY MFRS ONE OR BOTH SIDES Ln REQ'D CLEAR) --- REQ'D CLEAR) DOOR FRONTS Ln 1'_31/ 2'-0) NOTES.- ENLARGED (PER MFR'S (VERIFY MRF'RS I. ALL ACCESSORIES Cr-CI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED REQ'D CLEAR) REQ'D CLEAR) 2. BATHROOM M AT UNITS 000q,0216 4 0218 TO BE FULLY COMPLIANT W1 ANSI A111.1 TYPE A. AT ALL PLANS & 00 CD OTHER UNIT BATHROOM 1,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED. INTERIOR CD r1j 4� KITCHEN E LEVATION KITCHEN E LEVATION KITCHEN E LEVATION KITCHEN E LEVATION 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. E L E V A T I ON S 4. REFERENCE A2.10.9 FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. SCALE: 1/2"=V-0" SCALE: 1/2 =1'-0" SCALE.- 1/2"=V-0" SCALE.- 1/2'=V-0' SCALE.- 1/2' V-O' A 2 * C1 * 2 U PA NIJ v WT$ < 0 21-01 41-Ol 8'-01 rn U rn STONE TILE TRIM 2 10 10 10 WD. CROWN WD. CROWN SHOWER MOLDING HEAD WD. CROWN MOLDING MOLDING GYP. BOARD PAINTED WD. CROWN GYP. BOARD GYP. BOARD MOLDING PAINTED 10/ /0 WALL MIRROR--\ CEILING PURR - TAI RE., INTERIOR DN. EQ L EQ. GYP. IBOARD DESIGNER GYP. BOARD EQ EQ. EQ. STONE TUB PLATFORM TOP, FAINTED I I TAI STONEWALL T FRONT 4 TUB eACKSPASW A14 SHOWER eACKSPLASW RE.- TUe 2 TA4 STONE TILE WALL PANELS TA9 Fx DOOR AT IBACK 61 1 SECTION DETAIL 40-10, SHOWER WALL TUB FAUCET 4 —WOOD 5LKG. IN SINK FAUCET —STONE WALL WOOD 5LKG. SHOWER CONTROLS CONTROLS 5ACKSPLASH WOOD 5LKG. IN UNDERMOUNT IN WALL WALL SINK WOOD eLKG. IN STONE WALL SHOWER DOOR W1 TOWEL 15AR 5ACKS 1/2' �4 \ �� 4 COUNTERTOP INC z/1 STONE WALL eACKSPLASW r� F� 7771 FLASH RE.- TUB SECTION STONE DETAIL NNINNIi WOOD CABINET GYP. BOARD POCKET eACKSPLASW DOOR FRONT W1 TOP DRAWER FAINTED 0 F= STONE WALL cli STONE TILE WOOD SINK CABINET TILE TOILET BASE FRONT 'A - f— IN px 4 21, TUB PROFILE 0 If I WOOD CABINET El I 1 0 DRAWER FRONT (3 li-rol F STONE TILE STONE SILL L I L u EQ. (1) LARGE —FILL H, \--STONE TILE W1 STONE TILE EQ. EQ. ?.� 2 �-@ 1. - DRAWERS) ---------------- AT SIDE WALL 4 BASE BELOW 04 r 1 4 x EQ. WHIRLPOOL TUB 10. BASE EQ 51-41 4' REMOVEAeLE STONE ACCESS SHOWER STONE TILE PANEL, POLISH ALL EXPOSED FLOOR DRAIN BASE EDGES, PROVDE 15'W X 20'W FIXED STONE CLEAR OPENING POP, ACCESS TO PANEL AT TUB WHIRLPOOL PUMP CONTROLS IINNINNINNINII APRON (VERIFY MFR'RS f;MQ'.> CLEAR AND $11 MASTER SAT 1*1 MASTER 54TH #1 MASTER 54TH 1*1 MASTER 5ATH LOCATION, OVERLAP REMOVEAeLE PANEL SUCH SUPPORT CLIPS E LEVATION ELEVATION ATTACH AT EITHER SIDE OF PLYWD. FININNIN,VATON r2-' VATION '_3� r4 SCALE.- 1/21=11-0 1 FACE FRAME SCALE.- 1/211=11-0. 2.c1. SCALE.- 1/2"=V-0" INA -�c:I- SCALE.- 1/2'=1'-O" 14�_cl_ GYP. BOARD PAINTED OWNER DEVELOPER WD. GROWN MOLDING 1 2 VAIL RESORTS T ED WALL MIRROR 1�� DEVELOPMENT RE.- INTERIOR W . GROWN MOLDING WD. GROWN DESIGNER——\ MOLDING COMPANY IF I A WD. CROWN AVON,COLORADO GYP. BOARD GYP. BO'A'RD MOLDING STONE TILE CEILING PURR DN. FAINTED 1 0 AT 5ACK — GYP, 50AP DESIGN ARCHITECT SHOWER WALL— STONE L PAINTED ZO 'rAl N r .t 5ACKSPLASH 77 _GYP, BOARD STONE TUB PLATFORM TOP, A K� WOOD 5LKG. IN 4 COUNTERTOP PAINTED WALL FRONT 4 TUB 5ACKSPASH C, TA9 -STONE WALL WALL PANELS Sim, 11 ON 4240 SHOWER DOOR TILE 2 WOOD 5LKG. IN W1 TOWEL BAR SINK F WOOD 5LKG. IN WALL STONE WOOD 5LKG. TUB FAUCET 4 WALL 5ACKSPLASH UNDERMOUNT IN WALL CONTROLS Denver, Colorado STONE TILE SINK TRIM STONE WALL A ju 5ACKSPLASH RE.- TUB STONE WALL SECTION DETAIL 0 ARCHITECT OF RECORD ----------- 7-, 1 BACKSPLASH RE.- Z� GLOVER SMITH BODE,INC 5 x WOOD 5LKG. IN CITY,OKLAHOMA El I "I "I' POCKET OKLAHOMA E ru5 SECTION WALL DETAIL DOOR GYP. BOARD CIVIL ENGINEER ALPINE ENGINEERING,INC WHIRLPOOL TUB VAIL,COLORADO L PAINTED TOILET PUMP TUB PROFILE _1112 77IN LANDSCAPE ARCHITECT 14 IN 21- BA NE T STONE TILE BASE, TYP. FIL 9. 21-rol WHIRLPOOL TU5 E Q 00. EQ. 11 STONE TILE E, TYPILE BURLINGTON,VERMONT AT SIDE WALL BASE STRUCTURAL ENGINEER FILL WOOD CABINET YFILL 4 INSTALL STONE TILE Q REMOVEA5LE STONE ACCESS PANEL, POLISH HAYNES WHALEY ASSOCIATES, FRONT W/ TOP DRAWER FALSE DOOR 4 BASE ALL EXPOSED EDGES, PROVDE 15-H X 20-W INC SINK WOOD CABINET DRAWER FRONT FIXED STONE CLEAR OPENING FOR ACCESS TO WHIRLPOOL HOUSTON,TEXAS FRONT PANEL AT TUB PUMP CONTROLS (VERIFY MFR'RS Rl=-Q'r-> APRON CLEAR AND LOCATION, OVERLAP MECHANICAL ELECTRICAL WOOD CABINET REMOVEA5LE PANEL SUCH SUPPORT CLIPS PLUMBING ENGINEER DRAWER FRONT (3 ATTACH AT EITHER SIDE OF PLYWD. FACE ABS CONSULTANTS INC EQ. (1) LARGE FRAME DENVER,COLORADO DRAWERS) INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX *2 MASTER 5ATH *12 MASTER 5ATH 02 MASTER 5ATH 02 MASTER 5ATH LIFE SAFETY BCER ENGINEERING INC EL�VATION L E VAT I ON ELEVATION r5NI`1IIIi ELEVATION ARVADA,COLORADO SCALE.- 1/21=11-01 SCALE.- 1/2 1=1 1-0 1 �4 -�Cl SCALE,- 1/2"=1 -0" 12 f I J_ SCALE.- 1/21=11-01 PROJECT NUMBER 2094100 ISSUE REVISION DATE WD. CROWN S INK WD. GROWN WD. GROWN MOLDING MOLDING MOLDING WALL MIRROR RE.- INTERIOR C 5ATHROOM ACCESSORIES TYR CLUIB UNITS GYP DESIGNER . BOARD L PAINTED MARK CODE SYMBOL DESCRIPTION MOUNTING HT. REMARK I'-ON GYP. BOARD GYP. BOARD GYP. BOARD TAI 5-o _T_ TOWEL RING 4'-3' A.F.F. (U.O.N.) CFCI PAINTED TA1 PAINTED FAINTED TA2 5_Q I ROBE HOOK 51-61 A.F.F. (U.O.N.) cl-cl TA3 5-M TOILET PAPER HOLDER TYR 2'-O' A.F.F. (U.O.K) 11-1- Mi SINK FAUCET— A.F.F. TYR AT M 5ATWF41S PEDESTAL PEDESTAL WOOD 5LKG. IN WALL STACKING TA4 E3-N 24' TOWEL BAR 42' A.F.F. (U.O.N.) CFCI III O L -1 WASHER 4 DRYER TA5 5-P SHOWER DOOR TOWEL BAR 34' A.F.F. (U.O.N.) CFCI SINK SINK A E3ELITYOY ND CLOSE IN DRYER TA& NOT USED UTI WOOD 5LKG. IN C-A F�� TAI 5_R COI;N! ER BASKET - SOAP BASKET 5'-0' A.F.F.' SHOWERS (U.O.K) MI /, 017 #7 10/19/07 WALL OILET �� '-4' AF.P.6 MASTERTUIBS (U.O.N,) (0 015 REV #6 08/10/07 TA5 MIRRORS)(O.C. ABOVE VANITY MOUNTING WGT. RE.- INT. DES. CFCI SINK(S))(LOCATE BY RE.- INT. DES., 4 A 013 REV #4 04/12/07 TA9 5-W '1*5131iIIE) 'lell 4'-(o' A.F.F. (U O.N.) mi STONE TILE TILE BASE 1 4 (6'C. A50�E V''ANITYAT SIDE WALL 1;pjE--, INT. ELEV. (CLUB UNITS ONLY BASE WASHER r TRIO 5-5 SHOWER CURTAIN ROD V-8' A.F.F. (U.0,K) CFCI 21-00 TALI IRON CADDY (1)AT ALL UTIL. I;VS 51-61 A.F.F. (U.O.N.) ml STONE TILE TA12 GL CLOTHESLINE V-VARF. (U.O.N.) WITHIN CF-Cl STONE STONE TILE BASE SHOWER BASE TA13 SAFE (1)AT ALL MASTER CLOSETS 41-0- A.F.F. TO TOP (U.O.N.) CFCI RE. 546/A2.10.18 TA14 24' GRAB BAR(VERTICAL MOUNT) 4-4- O.C. A.F.F. (U.O.N.),WO.C. Cr-cl PROJECr EAST WING AT ALL SHOWERS 4 TUBS W1 HORIZONTALLY FROM ENTRY NO= SHOWERS WALL RUE NORTH PROJECT KEYPUN TA15 EmFIRE EXTINGUISHER(1)AT ALL UTIL. 4'-O' A.F.F. (U.0,K) CFCI wS REFER TO SECTION 10522 FOR DESCRIPTIONS REVIEWED BY TAI& 2)14' WALL FURR OUT AT POCKET DOORS ADJACENT TO ELEC. OUTLET BOXES ON q/A2,10,1 UNIT 2Cc POWDER ROOM POWDER ROOM POWDER ROOM UTILITY ROOM I ONE OR 50TW SIDES r_%%'� ��VATION FEB 2 6 2008 NOTES.-11 r,2 1. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FUFNISHED CONTRACTOR INSTALLED VATION ELEVATION ELEVATION PLANS & 2. BATHROOM M AT UNITS 000q,0216 4 0218 TO BE FULLY COMPLIANT W1 ANSI AIITI TYPE A. AT ALL co SCALE.- 1/2 1 -0 SCALE.- 1/2"=V-0" SCALE.- 1/2"=1'-O° OTHER UNIT BATHROOM 01,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED. ELEVATIONS C) SCALE.- 1/2"=V-0" SAFEbuilt Colorado 0 1<_Cl 1<f I J_ r'4 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. 4. REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. CD SCALE.- 1/2' c 1'-0' A 2 . C 1 * 3 u - 0 21-01 41-01 8'-O' rn HATCHED AREA Tr'P. _. DESIGNATION OF R-11 UNFACED BATT INSUL. O 44'-31/2' A OVE CE I ING ASSEMBLI' . r -' 2'-5' L 11'-1' 10140' 15'-10' 4'-0 1/2' _ - - - - - - - - - - - r:wlc. ` A.F.F. '------------------------- *--------- e l Y d D Y Y D v.. I ° +81_011 10/19/01 J . ' I FM I c) i i P14 i - © A.F.F. +S'-(o° ■ I GLOSET will ; ; 3Ca108 ; P13 0 �= 0224 o +�I'-S" V NIT`1'I I #, MAST R ^' ry BALG NY SLAB G3 G5 ,."... N BATHROM TI2 #1 MASTER Y- ?- A.F.F. wa i 1 ' I I O _ o I EDGE P z ''324E <<. ; N ' 3Ca 10 T3 ALL -` BEDROOM , _ p 0424 ' ■ ; 3Ca 106 �o.la -+a t-I - lf BALCONY '-0° O - '•-I ------ 1- - I - - - - - - - - - - - - - - NAND-AIL _ _ BB BB _ A.F.F. - LL ■ (T71A) T2 P5 n, � � PI4 •' I +S'-O' ` - ° O 1 4' 9'-3' 4'-I" 4 -2 2 -3 �, q'-O' 1'-3' q'-1 1/2' I o A.F.F. MECH. ---- ---- -- v - - m Room , HALL 3Ca 105 Tl 3Ca 104 ' T12 `1 P5 I 1 ��-' I � W O ' , O MECH. - - - - - - _ N V V EE MROOM - - I- - GAS- - - - - - I - FF EE o Z 1 3Ca118 _ .� T2B P5 - 3Ca111- - - - - - - - - - - - c° - - - - OooO - - (DF - - � � - � �- GG 1..x.11 GG I HALL 15'-5' r N GG _ Cn 4 ■ 3 a102 ,� - - - - -- ----- �- W 6 0 � i GUEST-- - - -- ■ _ P5 #) �-� `�' c" 1 1 '-2dT E `� 1 HH _ C2. ATHR©OM T3 I I N wq Q - I - HH - -- - �� +8'-6" .� a� . I ■ BEDROOM =3' o �� K K A.F.F. FIREPLACE OWNER/DEVELOPER FLUE HORIZ. POWDER _ _ _ _ _ P5 _ ' !- _ _ _ _ o OO BLL.8 - w; - - - - - SQ. VAIL RESORTS ROOM _ ■ ■ I • I • _ - "p`' _ TERMINATION DEVELOPMENT 6 DINING OOM �' I� M M - +8'-0' 2 -0 F. - COMPANY ■ ❑ PI3 I o I " RE: 3/A6.� AVON,COLORADO ■ � � 1.10.1 I , Gl A.h.F. _ . . � 2 -�l 1/2 ■ T3 3Ca111 BAL ONY` SLt4 - - ""` ' o N I 1 EDG� T`r'P. ' eS 022 ,4+324, +101 21.0' - I -------------------r I s' I I I Z W 40424 +q'-O" 1 _ S' 1'-11 I/2' 3' 11 1/2' 18'-2' 3'-6' " 5'-O" �, 1::�`" F-21 ,� A.F.F. 5'-0' S'-D' _ FIREPLACE O A.F.F. Q DESIGN ARCHITECT ( N�"r +8 -r FLUE RUN (�I A.F.F. FOYER , � `r LIVING � � ' � �� - , BAR � ABOVE CLG. 30.51100 T1 O .............'�' " f - 1 1 1 " I - - -�� /I� ROOM - - - � �; � � 6 � 2 -C 1 2 -6 1 / GE IL INC 2.C2. M I ' �� + ' i RE: q/A(o.�1, 4240 ■ 3Ca112 � _ 1 1 5 _0' -O I � PI4 I .yl w A.F.F. 1... :r - 3/A�.7.1 �-- - ---- - ----i (SIM) Denver, Colorado UTIL. T2A , - ROOM -�_�------ I ' 'E-B I I h I I HAN RAIL �` r '--` i D -------- HOOD d'_Q' , , I _ BALCONY ARCHITECT OF RECORD LINE Ey- 1 i D P P P P - + - GLOVER SMITH BODE INC 6 ___n , KITCHEN P21 ; OKLAHOMA CITY,OKLAHOMA A.F.F. ABOVE -- r � D ■ ■ I I I � ■ CIVIL ENGINEER ro 2.C2. 3Ca113 � A.F.F. _ ALPINE ENGINEERING INC ■ . ■ I II ■ o ° cil e e QQ - - - - ■ - ■ - - - - - ■ - - - - - - - - - D - - - - QQ QQ - VAIL,COLORADO -------------, -- ■ ------- --. ---� -- T2B P5 _ _ #2 MASTER , m +S'- " LANDSCAPE ARCHITECT <I '- BEDROOM I = 69 70 A.F.F. *Am--- -b------- - S E GROUP ■ 3Ca 114 _ = BURLINGTON,VERMONT N : , o I ' P13 RR p- I STRUCTURAL ENGINEER \ i 02 MASTER I i 8 +-1'-S' A.F.F. ® = - - "� „� - HAYNES�VHALEY ASSOCIATES, BATHROOM T3 A21o.s C r _ A.F.F. _ r� _ INC ■ ■ _ n HOUSTON,TEXAS B57.2 I , 3Ca116 �- j T12 w� 4 t MECHANICAL ELECTRICAL ® VAN I Tel' g ■ I =3 O PLUMBING ENGINEER ■ I T6 SS - ■ - - - - - ■I - - 1�1118- - - �- - - - - - SS ." _ ADENVER, OLOTRADO N 3 ■ ■� I I - /,�" n s` u i � A2 C2 2 ■ I I I f i T INTERIOR DESIGN ■ ❑ o ;I I r.� 11y, ® _ _ WILSON DALLAS,TX IATES i ,I LIFE SAFETY BCER ENGINEERING INC -� - -- ---- -��---a--ai...-- I---------- I I 1 I I I +Si OBI +81-0' ARVADA,COLORADO � q PI4 GLOSEt P14 A.F.F. A.F.F. N 3Ca115 Q 62 69 70 72 PROJECT NUMBER 209-41 00 b [�/ 11'-9' 111-9' 1 1'-5' 131_4' 1 �" 51_01 1 1 1/2' m ISSUE REVISION DATE 62 69 70 72 Sri 00 M � *REVISION I GENERAL NOTES APPLIES TO ALL PLANS OF THIS SHEET. FLOOR PLAIN 3Ca � BALCONY PLAN 3Ca REFLECTED CEILING PLAN # REVISION , GENERAL NOTES: UNIT #2 2 4, 32 4 4 424 S 11`x. UNIT #12 �', S IM. 2 2 4, 32 4 4 42 4 �N 1� 12 4, 2 2 4, 32 4 4 �'2 �' S 11� 1. WALL DIMENSIONS t0 EXTERIOR WALLS REVISEp TO 3 �� 2 I OUTSIDE FACE OF STUD. _ _ dD 2.C2. SCALE: 1/4 =1 -O 2 G2 SCALE: 1/�'-1'_p' Iq P\�!_C 2. SCALE: 1/�'-1'-O' 2. OMITTED STEEL GRIDS FOR GLARITI' AND ADJUSTED 4 b PLAN NORTH DIMENSIONS TO NEAREST GRID (AT PLANS W/ STEEL GRIDS), LAN NORTH PLAN NORTH 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). REFLECTED CEILING NOTES. 4. REVISED MISGELLANEAOUS DIMENSIONS THROUGHOUT PLAN(S). 1. RE: 9/A2.10.5 FOR TYPICAL AT UPPER COPPER TRANSITIONS AND FOYER 5. BALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED CEILING TRANSITIONS. ELSEWHERE IN DRAWINGS. 2. FOR RECESSED DRAPERY TRACK RE. 1/A2.10.5 FOR PURR DOWN TRANSITIONS ADJACENT TO EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER Ai 017 REV #7 10/19/07 BEDROOMS. I/A2.10.5 IS SIMILAR AT ALL BEDROOMS 4 STUDIES WITH EXTERIOR b 015 REV #6 08/10/07 WINDOW WALLS, INDICATING POCKET. 4 013 REV #4 0.1/12/07 3. RE: 3 4 3A/A2.10.5 FOR CEILING TRANSITION TO 8' CEILING AT KITCHENS. EXCEPT NOT AT CLUB UNIT KITCHENS. 4. RE: 3A/A2.10.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS. 5. SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED IN PER FOOT IN WHOLE OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE HEIGHT VARIES. OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM ' GENERATORS ARE TO HAVE LEVEL CEILINGS. 6. EXPOSED TO STRUCTURE AT MECHANICAL CLOSETS. 1. PENDANT LIGHT FIXTURES ABOVE KITCHEN BAR TO BE 2'-6' ABOVE BAR WEST WING pRoJEr COUNTERTOP U.O.N.. PENDANTS TO BE HORIZONTALLY EQUALLY SPACED OVER NORTH GENERAL NOTES.- BAR WITH FIXTURES ADJACENT TO CABINETS, TO CLEAR CABINET DOOR SWINGS. TRUE NORTii 1. TYPICAL ENTRY DETAILS 4 ELEVATIONS RE: SHEET A2.10.15. 6 PRE-MARK 4 VERIFY ALL LOCATIONS W/ INTERIOR DESIGNER. RE: INTERIOR PROJECT KEYPLAN 2. REFER TO SHEETS A6.1 AND A6.1.1 FOR TYPICAL FLUE DETAILS. - ELEVATIONS. S. ADDITIONAL GENERAL NOTES AND LEGEND REFER SHEET A2.0.1. -� 3. REFER TO A2.10.1 FOR ROOM FINISH 4 DOOR SCHEDULE AND ADDT L GENERAL NOTES. REVIEWED BY � q. IN COFFERED CEILING AREAS, THE CEILING HEIGHTS ARE INDICATED AS 10'-O'. b 4. REFER TO ENLARGED FLOOR PLANS FOR ALUM. CLAD EXT. WINDOW 4 DOOR DESIGNATIONS 5. ALL FIREPLACE FLUE PIPES ARE TO HAVE A Y4' RISE PER 1'-O' HORIZONTAL RUN. THIS IS THIS NOTE IS TO ADVISE THAT THE INTENT OF THIS HEIGHT INDICATION IS to INSTALL UNIT 3Ca M 2 THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. UNIT PLAN TO INSURE PROPER VENTING OF HOT GASES AS REQUIRED BY MANUFACTURER. lo. REFER SHEET A2.0.1 FOR UNIT LIGHTING LEGEND. 6. PROVIDE 1/4' WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT 8c REFLECTED REFRIGERATORS. SAFEbulit Colorado 11. AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS N 1. MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH POSSIBLE W/ SMOKE DETECTORS ADJACENT. CEILING PLAN MECHANICAL DOCUMENTS. REFER A6.23 FOR DETAILS. 12. ALL UPPER KITCHEN CABINETS TO HAVE UNDER CABINET LIGHTING. S. REFER TO SHEETS A2.10.9 4 10 FOR UNIT REFERENCE STANDARDS. sca�E v41 . r-o' A2 . C2 -o NC U O 2'-O' 4'-0' 8-O N Q ri Q U ce r-I i l'-10" 2'-6' -41 ' ° ' -81/2' U4' MTL. STUD -3' EQ. EQ. I' 3'-l1/2' 101/2' ✓ (A L 3 TOP EDGE of EQ. EQ. EQ. 3'--T 1/2" EQ. 62 2'-4 I/2" 3'-4" CLR. 2 1/2" 6'-10° 2 1/2' couNTSEURTO L — 4 I/2 EQ. 2'-O 1/2" EQ. 4 1/2" TOP EDGE OF — — — — — I- o 3 bifi' MTL. S r— �pP COUNTER- I — _ _ PS .• I0/19/01 W HATCHED AEA - PI3 CO UNDER STONE TOP, Y c} o STEEL PLATE WELD P2 - ATTACHED TO — SQUARE PIPE -' to C4 I O IU I \ p a2.TO.2 --- `� �' TAq (TA)1 -1 RR 1� N I I I / \ II - (� V4' MTL. STUD TA9 VANITY TAI W i VANITY COUNTERTOP P5 COUNTERTOP PP O I O.W. I Tae O /�f MICROWAVE 3TC1 i/2" N TYP. I J' STEEL 'L' I I -� I I I IM- D.H. KITGFlEN I SIM. O.H BRACKET SCREW I O.H. A2.C23 O.H. TA2 (4 A2.R.9 IM. O.H. ---I WINE GRILLE g SINK FLOOR AT 50TH C23 A4 C13 A2.C23 r PI4 I A2.C2.3 A2 Q.3 A2.O2.2 AtCl2 &C2.2 DISH- cq SIDES PI4 3 I 3 m py i i V WASHER 1- P21 -1 EXHAUST OF PIPE A2.C2.3 O.H. _� i I A2.C23 SIM. O.H. (n I I Q M V 1400D RANGE 4 OVEN I N N TUB I U p TYP. 2' SQ L——— METAL PIPE I tA4 Q CdQ I w I 1'-4' N V u ul _ ' TAa — — — —N [uf79 is N W A 1 II ., II Py FLOOR (� C 1—I +D TO DRAIN W F-1 Ell Pyq SLOPES w EQ EQ. r- TO DRAIN W 5'-2 1/2' 6'-31/2" o & n S T�3 P13 W w �r PI4 7A1 TA3 TAT P5 OWNER/D1iVIiLOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN KITCHEN 2 #1 MASTER BATHROOM 3 02 MASTER BATHROOM 0 DESIGN ARCHITECT a2C2.2 SCALE: I/2'=1'-0' a2c2z SCALE: 1/2'=I'-O' azc2.z SCALE: 112"=1'-O" 4240 q'_I^ Denver, Colorado 2'-10' ARCHITECT OF RECORD FF L 6'-81/2' UPPER WOOD I 4 UPPER WOOD 3 3 GLOVER SMITH BODE,INC , CABIET DOORS CABINET FIXED 2'-q' OKLAHOMA CITY,OKLAHOMA 10". 5'-10 1/2 W/ WD. CROWN v2 G.G. 62 � � ° p5 MOLDING FILL 2'-0' 3'-O I/2' FILL FRONTS FILL I'-6' EO EQ. I'-6' FILL � CIVIL ENGINEER q -1 ALPINE ENGINEERING,INC — WOOD GROWN VAII.,COLORADO -i 13 FIFI rp MOLDING RE: U P5A p FE 12 3/A2.I0.6 C23 T r " = LANDSCAPE F.IGROARCHITECT N I � — BURLINGTON,VERMONT STORE BACKSPLASH STRUCTURAL ENGINEER Q P5A o OPENS ELF AT EXHAUST HO I I I I I All iA4 O TA3 II O.H. N .n — UPPER CABINET r HAYNES PUHALEY ASSOCIATES, PP LOWER WOOD W/ GLASS DOORS STONE COUNTERTOP 4 INC t UNDERCABINET �,\ BAR TOP W/ HOUSTON,TEXAS T TA2 b - = O.H. A2.G23 P5 D I ANTS DRAWER ILL �' BEVELED EDGE A2 G23 I � � LIGHTING I I l t MECHANICAL ELECTRICAL A2.C2.3 -� «1 u 2'-O' REFRIGERATOR PLUMBING ENGINEER Sy- 6 8 i J ABS CONSULTANTS INC O A2C13 A2 C1. - - - 10 - LL r C REQ P CLEAR) FILL ^ L to w COOK TOP LOWER WOOD O.H. P5 J L " ' " • I - DENVER,COLORADO A2.C2.3 .- MICROWAVE W/ U ! - CABINET DRAWER VANITY SINK Pll STACKING "' ' TA3 . COUNTERTOP WASH R < BUILT-IN TRIM KIT a d-(H3 OVEN FATS WILSON E&AS ASSOCIATES TAI V DRYE STONE -- C LOWER 1 ET DOP-ID ®' •�. •® DALLASTX TAI QQ COUNTERTOP FRONTS (TYP BCER ENGINEERING INC LIFE SAFETY W/ BEVELED 8 EDGE \\ ARVADA,COIAItADO LL LOWER WOOD TYP. WOOD \ �\ TOI E7 CARET DOOR �'I BASE C� N PS P5 FRONTS Q PROJECT NUMBER 2094100 4, 2'-4 1/2' FILL "2� ,:�l 1/2 ASE FILL I'-51/2• FILL FILL I'-51/2' ILL ISSUE REVISION DATE P5A 3'-11/2' EQ. Q. 5'-1 /2' (VERIFY MFR'S DEPTH 2,_I, REQ'D CLEAR) (VERIFY MFR'S R QD '� ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN KITCHEN KITCHEN GUEST BATHROOM 5 POWDER ROOM 6 UTILITI' ROOM e ELEVATION 8 ELEVATION 4 2.c2. SCALE: 1/2'=1'-O' az.c2.z SCALE: 1/2"=1'-O" a2.c2s SCALE: I/2"=1'-O" ax.ca2 SCALE: I/2'=1'-O' ax.c2a SCALE: I/2'=I'-O' i 3 IM 5 6 BATHROOM ACCESSORIES - TYP. CLUB UNITS 0 o MARK CODE SYMBOL DESCRIPTION MOUNTING HT. REMARK TAI B-O 3- TOWEL RMCa 4'-3' AF.F. (LLO.N) CFCI TA2 B-Q x ROBE HOOK 5'-6' ARF. (U.O.N) OFCI TAB B-M cy TOILET PAPER HOLDER TYP. 2'-O' AF.F. (1.1.O.N.)I'-T' MI AF.F. TYP. AT M SATHR'IS I TA4 B-N 24'TOWEL BAR 42' Af.F. N.O.N) CfCI I 017 REV #7 10/19/07 PENDANT LIGHT i 015 REV #G 08/10/07 OPEN TO TA5 B-P SHOWER DOOR TOWEL BAR 34' AF.F. (U.O.N) CFCs b STONE BACKSPLASH /� BEYOND TA& NOT USED 4 013 REV #4 04/1?/07 L J L L L TAI 8-R CORNER BASKET - SOAP BASKET 5'-O' ARF.'V SHOWERS(LLO-K) MI -STONE COUNTERTOP 4 PENDANT LIGHT rLI 2'-4' A.F.fig MAS1ERTU5S(LLO. ) BAR TOP W/ 4'-O' R TILE BACKSPLASH L, L J L J BEVELED EDGE EQ, L EQ. TAS MIRRORS)(D.C. ABOVE VANITY MOUsITM HGT. RE: MT. DES. CFCI �+ 1'-6' .9 3 SINK(S))(LOCATE BY RE, INT. DES. iv EQ. EQ TAq B-W b 1 4'•b'ARE (U.O.N) CFCI 5 1/4' LOWER WOOD > COUNTERTOP 4 WOOL) R.I. T RE.., IN LEVN(GLUBTUNITS ONLY) CABINET DRAWER BAR TOP W/ BRACKET TRIO B-S SHOWER CURTAIN ROD b'•8'AF.F. (LLO.N) CFCI FRONTS STONE BACKSPLASH BEVLED EDGE RE: A2.I0.6 TAII IRON CADDY(U AT ALL UTIL. RMS 5'-6' Af f. (U-0-K) ml W/ J, BEVELED ToP STAIN GRADE WD. E Q. TAI2 O CLOTHESLINE SHOWER VAST lU.O.N) WITWM (XCI East wN� EDGE 4 EXPOSED 10 DISHWASER SIDES w TRIM (MITERED �9 WINE CHILLER O U EXPOSED CORNERS R �9 TA13 ��-1 SAFE (U AT ALL MASTER CLOSETS 4'-0' ARf. TO TOP(U.011.) =1 iv w O RE: 516/A2.'10.16 fV"vr By �PROJECT I�YPLAN CO TRIM W/ a O STAINED GRADE REDS - T4G WOOD PLANKS TAI4 ZAT (VERTICAL�S 4 TU5 MOUNT) �4�AALLY. (U.O.N.),B4 bm'YO.C. CFCI FEB 26 2008 i SHOWERS TYP. WOOD FILL _ Q BASE FILL 3'-O' 4' TYP. WOOD 5 1/2' 3 1/2 TAI5 FIRE EXTINGUISHER(1)AT ALL UTIL 4'-O' AF.F. (U.O.K) Cf'CI SAFEOU((t OOIOradO UNIT 3Ca n SINK CABINET BASE T-O' VARIES (RE: ENLARGED PLAN) FE R•15 DESCRIPTIONS E RSEGTICN 10522 FOR ENLARGED DOOR FRONTS 2'-O ADJACENT r0 ELEC. OUTLET BOXES ON 'S q/AZ.IO.I ° (PER MFR (VERIFY MRF'RS TAI6 2164'WALL FJRR OUT AT POCKET DOORS RE: PANS & N REQ'D CLEAR) REQ'D CLEAR) ONE OR BMW SIDES ELEVATIONS NOTES: I. ALL ACCESSORIES CFCI MI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED KITCHEN KITCHEN z. BATHROOM 01 AT UNITS 00%1216 l 0218 TO BE FULLY COMPLIANT W/ANSI A111.1 TYPE A. AT ALL OTHER UNIT BATHROOM 11,FAIR S ( ANSI T.I TYPE GID MUST APPLIED. SCALE: 12' = P-O' H L ` L L E L E VAT I ON ELEVATION 3. REFERENCE A2.I0.10 FOR ACCESSS LE UNIT 13 ATHROOM S TANDAI;V DETAILS. IS IS 4. REFERENCE A2.10.q FOR FAIR WOUSMG UNIT BATHROOM STANDARD DETAILS. ax.c C O 2'-0' 4'-O' B-O' z SCALE: I/2'=1'-O' u v STONE TILE S TRIM in 2 10 10 10 WD. GROWN SHOWER WD. CROWN WD. GROWN MOLDING MOLDING HEAD MOLDING GYP. BOARD FAINTED WE). CROWN GYP. BOARD GYP. BOARD MOLDING PAINTED WALL MIRROR - FURR 11 RE.- INTERIOR 1 -0 DN. TAI GYP. BOARD DESIGNER GYP. BOARD EQ• L EQ PAINTED Ea. EQ. STONE TU5 PLATFORM TOP, 1. = PAINTED STONEWALL FRONT 4 CUB 5ACKSPASH TAI A14 SHOWER 5ACKSPLASH RE.- TUB 2 TA4 STONE TILE WALL PANELS TAq DOOR SECTION DETAIL AT 5ACK WOOD 5LKG. IN SINK FAUCET 0—/P --STONE SHOWER WALL ---TU5 FAUCET 4 WALL WOOD 5LKG, SHOWER 5ACKSPLASH WOOL) 5LKG. IN CONTROLS UNDERMOUNT IN WALL CONTROLS WALL TAq SINK WOOD 5LKG. IN STONE \ IL WALL SHOWER DOOR IV--A W1 TOWEL BAR 5ACKSPLASH STONE WALL 1/21 4 COUNTERTOP 5ACKSPLASH RE E El TUB SECTION STONE DETAIL iXl WOOD CABINET POCKET 5ACKSPLASH GYP. BOARD DOOR FRONT W1 TOP DRAWER -7 PAINTED STONE TILE TILE— TOILET STONE WALL BASE WOOD SINK CABINET FRONT m NK / - - TUB PROFILE LL --- 21-01 U WOOD CABINET \--I STONE TILE STONE SILL 1 DRAWER FRONT (3 FILL 2'-Cl' -2 ILL STONE TILE W1 STONE TILE /EQ- EQ. TUB FAUCET:E S T4 I 41F �LCONT �F TOILET Ea. (1) LARGE E DRAWERS) AT SIDE WALL 4 BASE BASE 5ELOW N U 'u 0 -90 10 EQ �01 4 WHIRLPOOL CUB 4 REMOVEA5LE STONE ACCESS �4 SHOWER STONE TILE PANEL, POLISH ALL EXPOSED FLOOR DRAIN BASE EDGES, PROVIDE 15'H X 20'W 111-01 FIXED STONE CLEAR OPENING FOR ACCESS TO 1:4 Ag, A& A(. PANEL AT TUB WHIRLPOOL PUMP CONTROLS 02 MASTER 5ATHROOM SIM. O. H. 02 MASTER 5ATE ROOM S IM, O. H. 02 MASTER BATH=1� S IM. O. H. APRON MSTR BATH=1� SIM. O. H (VERIFY MFR'RS REQ'D CLEAR AND O. H LOCATION, OVERLAP REMOVEA5LE 01 MASTER 15ATHROOM O. H. 01 MASTER SAT HROOM O. H. 01 MASTER 5ATHROOM O. H. A :01 MASTER 5ATHROOM PANEL SUCH AT E SUPPORT SI CLIPS ATTACH ITHER DE OF PLYWD. ELEVATION r2 ELEVATION ELEVATION ELEVATION FACE FRAME �W I . . 11=1 1- 11 �Az.c2.3 SCALE.- 11/2"=V-0" SCALE.- 1/2'=1'-O" SCALE.- 1/2 =11 -0 SCALE.- 1/2 0 OWNER/DEVELOPER VAIL RESORTS 2 1 DEVELOPMENT '10 10 COMPANY L EQ. EQ. AVON,COLORADO GYP. BOARD DESIGN ARCHITECT 2 -1- (TO PAINTED 1 2'-1' (TO STONE WALL TILE EDGE) . TILE EDGE) TILE WALL MIRROR ---I,— I1:r__ = _ _ _ _ _ _ _ _ = A STONEWALL 11-01 240 RE.- INTERIOR ui Al WOOD 5LKG. IN DESIGNER GYP. BOARD WALL Al TILE TAI GYP. BOARD PAINTED A STONE WALL WOOD 5LKG. IN Denver, Colorado FAINTED —TILE EQ. EQ. WALL SINK FAUCET -WOOD 5LKG. IN TAl TU5 FAUCET 4 TU5 FAUCET 4 ARCHITECT OF RECORD G &\0 //—(JTAI 4 A014 WALL A CONTROLS CONTROLS L -1 GLOVER SMITH BODE,INC WOOD 5LKG. IN OKLAHOMA CITY,OKLAHOMA WALL AT BACK STONE ------------------ SHOWER WALL 5ACKSPLASH CIVIL ENGINEER ALPINE ENGINEERING,INC [:EE:D:1 VAIL,COLORADO STONE -1 OILET EQ. EQ. 5ACKSPLASH 4 COUNTERTOP LANDSCAPE ARCHITECT S E GROUP STONE TILE— MARBLE WALL BURLINGTON,VERMONT WOOD BASE WOOD 5LKGI IN PANEL Tull CA51NET WALL FRONT STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, FILL, 21-61 It-1 1/2' 21-Ol STONE TILE INC 4'-q" STONE TILE BASE BASE MECHANICAL ELECTRICAL PLUMBING ENGINEER ABS CONSULTANTS INC DENVER,COLORADO INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX GUEST BATHROOM GUEST BATHROOM GUEST 5ATHROOM GUEST 5ATHROOM LIFE SAFETY 5 BCER ENGINEERING INC ELEVATION ELEVATION- ELEVATION ELEVATION ARVADA,COLOR-ADO SCALE.- 1/2"=1 -0" c 1/2"=V-0 SCALE,- 1/2'=1 -0. L-r-2 3) SCALE.- 1/21=11-01 PROJECT NUMBER 2094100 ISSUE REVISION DATE eATHROOM ACCESSORIES - T'I'C. CLUB UNITS WD. CROWN SINK WD. CROWN WD. CROWN I.D. MOLDING MOLDING MOUNTING HT. MOLDING MARK CODE SYMBOL DESCRIPTION REMARK 1'-61 DEEP OPEN TAI 5-o -I- TOWEL RING 4'-3' AFF, (U.O.N.) CFCI SHELF W1 COAT TA2 5-Q ROBE HOOK 5'-W A.F.F. (U.O.N.) CFCI WALL MIRROR ROD RE.- INTERIOR BELOW TA3 TOILET PAPER HOLDER TYR 2'-O' A.F.F. (U.O.N.) I'-I' MI DESIGNER GYP. BOARD 5-M Cj A.F.F. TYR AT I BATHRMS FAINTED BRUSHED I GYP. BOARD STAINLESS ROD -N 42' A.F.F. (U.O.N.) CFCI GYP. BOARD GYP. BOARD TA4 5 24' TOWEL BAR 34' AF.F. (U.O.N)FAINTED PAINTED TAr2 5-P SHOWER DOOR TOWEL BAR CFCI PAINTED TA� ---------------------`4......, TAro NOT USED SINK FAUCET STACKING 0 TAI 5_R CORNER BASKET - SOAP BASKET V-0" A.F.F.6 SHOWERS (U.O.N.) MI /, 017 REV #7 10/19/07 PEDESTAL PEDESTAL WOOD 5LKG, IN WASHER 4 DRYER 2'-4' AF.F.6 MASTERrU5S (U.O.N.) 015 REV #6 08/10/07 SINK SINK 'a' WALL BEYOND IN INT. DES. _cI L _J UTILITY CLOSET DRYER TA5 MIRRORS)(O.C. ABOVE VANITY MOUNTING HGT. IRE Cr 013 REV #4 04/12/07 Au -i _< SINK(S))(LOCATE BY RE.- INT. DES. A4 WOOD I5LKG. IN `—GYP. BOARD TAq 5-W M" !�� I 4'-6' A.F.F. (U.O.N.) cr-cl L ' - 4u"� I WALL 7' PAINTED (O.C. ABOVE VANITYAT si6r:A�WALL INT. ELEV. (CLUB UNITS ONLY OILET 0 TRIO 5-9 SHOWER CURTAIN ROD 61-61 A.F.F. (U.O.N.) CFCI • TAII IRON CADDY (1)AT ALL UTIL. RMS V-61- A.F.F. (U.O.N.) ml STONE TILE TILE BASE TA12 CLOTHESLINE 6'-8' A.F.F. (U.O.N.) WITHIN CFCI lk� BASE SHOWER r TA13 SAFE (1)AT ALL MASTER CLOSETS 4'-0' A.F.F. TO TOP(U.O.N.) CFCI 21-00 RE.- 5t6/A2.10.18 10.18 LI" TA14 24' GRAB BAR(VERTICAL MOUNT) 4'-6' O.C. A.F.F. (U.O.N.),V O.C. CFCI PROJE= EAST WIW-2 STONE TILE AT ALL SHOWERS 4 TUBS W1 HORIZONTALLY FROM ENTRY NORTH STONE TILE BASE SHOWERS WALL BASE PROJECT KEYPUN TA15 FIRE EXTINGUISHER(1)AT ALL UTIL. 41-01 A.F.F. (I.I.O.N.) CFCI cr FE] RMS REFER TO SECTION 10522 FOR DESCRIPTIONS RE.- _0 REVI TAlro 2Y4' WALL PURR OUT AT POCKET DO01;6 2 ADJACENT TO ELEC. OUTLET BOXES ON 9/A2.10.1 2 ONE OR BOTH SIDES UNIT 3 c FEB POWDER ROOM O. H. POWDER ROOM O. POWDER ROOM O. H. UTILITY ROOM NOTES. INTERIOR 1. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED In 2. BATHROOM M AT UNITS #009,#21(o 4 0218 To BE FULLY COMPLIANT W1 ANSI A111.1 TYPE A. AT ALL ELEVATIONS N 00 OTHER UNIT BATHROOM M,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED. ELEVATION ELEVATION ELEVATION ri 2 ELEVATION SAFEbullt Colorado r-9 3. RMRENCE A2.10.10 FOR ACCESS15LE UNIT BATHROOM STANDARD DETAILS. C) \QjC23 SCALE.- 1/2'=V-0' \4��.C:23 E.- 1/21=11-01 SCALE.- 1/2 1=1 1-0 1 14A1�C23 SCALE.- 11/2"=V-0" R HOUSIWs UNIT BATHROOM STANDARD DETAILS. SCALE:A 4, REFERENCE A2.10.q FOR FAI 1714 SCALE.- 1/2' = 1'-O' A 2 . C 2 . 3 N0 21-01 41-Ol < ri U rn 31'-2 1/2' 1 14'-5 1/2' 41-21 101-101 FF 70 < GG LO H - — - —- — - _V: P14 0 17 1 ■ ( 2 .4-1 13 02 Lu.q r- -------------- MASTER MASTER BEDROOM' I I " �� 3Gbll3 ' ' BATHROOM T3 I . : 4 04 _4�--2-"- 14'-5 1/2' ■ 10'-0 1/2' r.-9 4 I I � � ' � O BATHROOM CLOSET <�BL:L]�3> )4■3Cb110 2.0 TOILET •r V • ## U 0 4 �4 m - u 0 N u .q c; CLOSET 14■ :r:1 c� 70 5EDRO M "�,'I a-, [:D F5 8 -1 I TIO : : - `" W F3C—bI I I T2 ------------ 0-11 4� F5 5'-4 1/2 01-41 — - L I r-� L r-9 1/2' F01. 2 ------I:---J� MECH 2 T11 summmommmmmmmmoh M. 2.0. HALL �c T2 CAST STONE F —All OWNER/DEVELOPER Cfl t7 mmmu UTIL.; ; i ; &7� 7 f4 &= 3 0 DINING : Room ROOM BALCONY VAIL RESORTS 0 HANDRAIL ro I I DEVELOPMENT I �10 I RR i I I I I m I I - - *,*a= - — - - 7 RR AREA DRAIN FO.rER ..... .. 5ALCON LIVING COMPANY TY`P. HANDRAIL z 0225 z AVON,COLORADO BRR.5 - - I - - - - - - - - - - - - 0 0 () - - I ROOM (), I I I �A LIVING 10 \I I I Io - I( I ,n 3Cb100 T12 I ROOM 70 2 ro 1,21 1 EDGE or- J 0 IV 0 I t2'-Il 1/2' L 5'-4 1/2' 131401 31-2' rol-11 TI) 11/2 BALCONY 45 _f -1 -1 .01 +'325,425, 0525 7-4 CZ DESIGN ARCHITECT 1 11/2' SS _5 1/2' ■ 9 51 L I V I N G t-------- -31 - ■ 4 '-10 1/2' ■ ROOM -1018 , f�� I �'i! ! 4240 H. 0 , 1 - \42-cji -\i 1 1 1 T3 F21 2A EDGE OF■ 1 1 BALCONY SLAB Denver, Colorado CAST STONE PATIO 7 1 CAST STONE F CAP TIP. <ITCHE'N ----- - --- 2.0. TOP CAP ■ cc ARCHITECT OF RECORD A' U-71 I GLOVER SMITH BODE,INC. ♦ I OKLAHOMA CITY,OKLAHOMA AREA DRAIN POWDER ROOM CIVIL ENGINEER TYP, rOI LET rr_° )l El BALCONY ALPINE ENGINEERING,INC HANDRAIL BALCONY— VAIL,COLORADO HANDRAIL ALIGN 0225 t-ASTER �T- EDGE or- WALLS iMASTER 5FtDROOM LANDSCAPE ARCHITECT BEDROOM 3cblo S E GROUP — - — - — - A2 BURLINGTON,VERMONT B TT.9 T(o BALCONY SLAB 31 14'-9 1/2' i�cl 9'-10' -1 r325,0425,4#525 z 0 13 — -AL IGN 5ALCONY T7 WALLS STRUCTURAL ENGINEER 0 TI'2 ■ MASTER EDGE or 41-31 EDGE OF -3 41-3' HAYNES WHALEY ASSOCIATES, MASTER r- 4 BALCONY SLAB INC ■ BATHROOM 0 on I BALCONY SLAB HOUSTON,TEXAS ■ BEDROOM )SET CAST STONE L=u-1 9 1 CL TOP GAP MECHANICAL ELECTRICAL 7�7 1 ww A■ F1 :: PLUMBING ENGINEER ABS CONSULTANTS INC -_7 _ DENVER,COLORADO xx xx INTERIOR DESIGN n WILSON&ASSOCIATES ♦ ............... DALLAS,IX LIFE SAFETY I 1'-11 1/2' 1 12 1. 9 1/2' BCER ENGINEERING INC f 1 1 ARVADA,COLORADO '02 24 1/2 12'-2 1/2' BALCONY -11-011 TO HANDRAIL 4(o'-9 1/2' GRID &2 CT NUMBER 2094100 ISSUE REVISION DATE 50852 55 S S 49 50 51 52 49 50 51 52 53 54 FLOOR PLAN 3C:b 5AL CONY PLAN 3C:b 5ALCONY PLAN 3C:b KN D UNIT # 125/ SIM, 22E�/ 32E�/ 42E> 4 E�2E� 2 UNITS 022E� ONLY UNITS 1*32E�/ 42F� 4 E�2E� ONLY *REVISION I GENERAL NOTES APPLIES TO ALL PLANS Iq �cm SCALE.- 1/4 1=1 1-0 1 A2.0.1 SCALE., 1/4"=I'-O' A2.01 SCALE.- 1/4'=P-O' OF THIS SHEET. PLAN NORTH PLAN NO PLAN NOR REVISION -1 GENERAL NOTES.- 1, WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO 5ATHROOM OUTSIDE FACE OF STUD, 3Cb112 � 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED 9'-0 017 REV #7 10/19/07 =L GRIDS), DIMENSIONS TO NEAREST GRID (AT PLANS W/ STEEL 1/2' 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S), mmmmmmmmmdmmmmmmmm * I 7'-31/2' 015 REV #6 08/10/07 4. REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT 0 ■ PLAN(S) ....... . 013 REV #4 04/12/07 5. 5ALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED ELSEWHERE IN DRAWINGS. T2 Ed GENERAL NOTES.- 1. TYPICAL ENTRY DETAILS 4 ELEVATIONS RE.- SHEET A2.10.15. MECH 2. REFER TO SHEETS A6.1 AND A6.1.1 FOR TYPICAL FLUE DETAILS. T2 13CbII9 ILL CIO 3. REFER TO A2.10.1 FOR ROOM FINISH 4 DOOR SCHEDULE AND ADDT'L GENERAL NOTES. ; POWDER 4. REFER TO ENLARGED FLOOR PLANS FOR ALUM. CLAD EXT. WINDOW 4 DOOR DESIGNATIONS T11 ROOM 5, ALL FIREPLACE FLUE PIPES ARE TO HAVE A),/4' RISE PER 1'-0' HORIZONTAL RUN. THIS 15 EAST WlWa PROJET 0 0 5Y MANUFACTURER. --------------------- - TO INSURE PROPER VENTING OF HOT GASES AS REQUIRE 70 3C O NOR H (o. PROVIDE 1/4' WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT 0 REFRIGERATORS. N'D 60 PROJECT KEYPLAN _0 1. 1= MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH QQ cr .2 MECHANICAL DOCUMENTS, REFER A6.23 FOR DETAILS. CLOSET REVIEWED BY REFER TO SHEETS A2.10,9 4 10 FOR UNIT REFERENCE STANDARDS. cli 1 10'-41/2' 00 L FEB 2 6 UNIT 3Cb UNIT PLANS co CD CD r14 SAFEbuilt Colorado 4:. 5ATHROOM FLOOR PLAN .3C:b POWDER RM, FLOOR PLAN 3Cb '0 4 UNIT *22E�/ 32E�/ 42E� 4 52E� UNIT 022E�/ 32 .rp/ 42F7 4 E)2 .5 SCALE.- 1/4' 1'-0' A 2oC3 . 1 u SCALE.- 1/4"=I'-O" SCALE.- 1/4 =1'-0 -�cl- -�cl 2 4--0- -01 T eALCC IL kGG A R*i 4)_ nI] 1kcLc0icI =T Q _:�l Ij2 ;r 10 - - 51-Ai, M r=2C �11 r 1) R ---- ---- - _�l/2 45 ro T nTI 5,0425, PLAN NORTH PLAN NORTH u cl� V- cn FF 4 GG — — — — — — — — HH L 0 + F A.F.F. e Li 10/19/01 E�E �'F,, 3 A.F.F. .7 I-oil 2 C3. -- -------- --I L 0 C L(0 0 u A. u HATCHED AREA T'fP. �4 DESIGNATION OF R-11 0 UNFAC:ED BATT INSUL. A.F.F. A 0 1 INC ASS M Y cl. PQ I P 0 _17 A.F.F. Q . . . ------ mL......mmmm 1111111111111!L Immmommmm�w;mm%4 L,.T 13 T2 I LICnN + +aI 7IN 'ZR/0 A F.F, A.F.F. LINE ABOVE _L t RR OWNER/DEVELOPER ■ v F A,F.F. III 'RU A.F.F. VAIL RESORTS A. - I DEVELOPMENT BRR.5 49 —OIL 4- 21-ro 21 ro -0 COMPANY ■ j li IE A.F.F. +9 AVON,COLOR-ADO Dss 1w I I < SIM. DESIGN ARCHITECT _4U FIREPLACE FLUE HORIZ. I C3 SQ. TERMINATION CAP, 0 0 RE.- 41A(o.-t c, /CC _j, 4240 A.F.F. ----- 1011 FIREPLACE FLUE RUN THRU 7-4 A.F.F.DEAD WALL SPACE AT OR FIREPLAC:E FLUE HORIZ. Denver, Colorado ABOVE C:LG LEVEL V I SQ. TERMINATION CAP, RE _0 ---tFc,)Ll E� 91A(o.-I(S IM), rolA(o,1, 1(S I RE 41Aro,'1■ ARCHITECT OF RECORD GLOVER SMITH BODE,INC BTT.7 OKLAHOMA CITY,OKLAHOMA �/ANITY 5 DEAD WALL SPACE AT OR CIVIL ENGINEER :BT:T.:9� <�D_ FIREPLACE FLUE RUN THRU < A.F.F. ALPINE ENGINEERING,INC ABOVE GLG LEVEL VAIL,COLOR-ADO u u .61 Ilk ro RE: 4 qlAro.1.1 F. LANDSCAPE ARCHITECT A.F.F. TUB 7 LINE ABOVE S E GROUP •F.F. +g,_0' BURLINGTON,VERMONT A.F.F. ww ww STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES,INC xx HOUSTON,TEXAS ■xx 0 No mmmmum mmmm mmmm on mm won 1111111111110 no mmms 0&# F-1 1], MECHANICAL ELECTRICAL RR PLUMBING ENGINEER ABS CONSULTANTS INC DENVER,COLORADO INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX LIFE SAFETY BCER ENGINEERING INC ARVADA,COLORADO 49 5 52 59 50 52 PROJECT NUMBER 2094100 A& REr-LECTEI) CEILING FLAN 3C:b REFLECTED CEILING 0@ 5ALCON*r FLAN ISSUE REVISION DATE UNITS 0225, 325 4 425 ONLY UNITS 0125, S IM. *22E�, 325, 42E� 2 Iq P��_0_2 SCALE: 1/41=11-01 Iq p �. 1.2 SCALE: 1/41=11-01 PLAN NORTH PLAN NORTH 'RU A.F.F. fK ss 0— REFLECTED CEILING NOTES.- +QI 011 TUB A.F Fl_ W Cl/A2.10.5 FOP, TYPICAL AT UPPER COFFER TRANSITIONS AND FOYER CEILING TRANSITIONS. 2. FOR RECESSED DRAPERY TRACK RE.- 1/A2.10.5 FOR FURR DOWN TRANSITIONS /1�0 1�7 � #7 10/19/07 A.F.F� 0 ADJACENT TO EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER -0 BEDROOMS. I/A2.10.5 15 SIMILAR AT ALL BEDROOMS 4 STUDIES WITH EXTERIOR A(o 015 REV #6 08/10/07 WINDOW WALLS, INDICATING POCKET. Z�013 REV #4 04/12/07 IL 3. RE,- 3 4 3A/A2.10.5 FOR CEILING TRANSITION TO S' CEILING AT KITCHENS. EXCEPT I------------------ NOT AT CLUB UNIT KITCHENS. 60 61 4. RE.- 3A/A2.10.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS. QQ 1 2 I-oil 5. SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED " PEP, FOOT IN WHOLE OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE HEIGHT VARIES. OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM GENERATORS ARE TO HAVE LEVEL CEILINGS. CLOSETS. (o. EXPOSED TO STRUCTURE AT MECHANICAL G 1. PENDANT LIGHT FIXTURES ABOVE KITCHEN BAR TO BE 2'-(o' ABOVE BAR mjscr EAST WING GENERAL NOTES.- COUNTERTOP U.O.N.. PENDANTS TO BE HORIZONTALLY EQUALLY SPACED OVER 01 5 POWDER ROOM BAR WITH FIXTURES ADJACENT TO CABINETS, TO CLEAR CABINET DOOR SWINGS. PROJECT KEYPLAN I. TYPICAL ENTRY DETAILS 4 ELEVATIONS TYPICAL 2 RE- 4 VERIFY ALL LOCATIONS W1 INTERIOR DESIGNER RE.- INTERIOR 2. REFER TO SHEETS A6.1 AND A6.1.1 FOR FLUE DETAILS. A& REFLECTED CEILING FLAN 3C:b REFLECTED CEILING FLAN 3(::E> ELEVATIONS. 3. REFER TO A2.10.1 FOR ROOM FINISH 4 DOOR SCHEDULE AND ADDT'L GENERAL NOTES. 4 UNITS 022E�/ 325/ 42E� 4 52E> 4 UNITS #22E>/ 32E>/ 42E� 4 E--)2 E> S. ADDITIONAL GENERAL NOTES AND LEGEND REFER SHEET A2.0.1. 6 4. REFER TO ENLARGED FLOOR PLANS FOP, ALUM. CLAD EXT. WINDOW 4 DOOR DESIGNATIONS A& 9. IN COFFERED CEILING AREAS, THE CEILING HEIGHTS ARE INDICATED AS 10 4 THIS NOTE IS TO ADVISE THAT THE INTENT OF THIS HEIGHT INDICATION IS TO INSTAL UNIT 3Cb 5. ALL FIREPLACE FLUE PIPES ARE TO HAVE A)/4' RISE PER 1'-0' HORIZONTAL RUN. THIS IS 1/4'=]'-O' SCALE.- 1/4 L 4 � REVIEWED BY co TO INSURE PROPER VENTING OF HOT GASES AS REQUIRED BY MANUFACTURER THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. REFLECTED ,n r14 PLAN NORTH PLAN NORTH i (o. PROVIDE 1/4' WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT 10. REFER SHEET A2.0.1 FOR UNIT LIGHTING LEGEND. CEILING PLANS 00 FEB 2 6 2008 CD REFRIGERATORS. 11. AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS 1. MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH POSSIBLE W1 SMOKE DETECTORS ADJACENT. MECHANICAL DOCUMENTS. REFER A6.23 FOR DETAILS. SAFEbuilt Colorado 12. ALL UPPER KITCHEN CABINETS TO HAVE UNDER CABINET LIGHTING. CD 3: REFER TO SHEETS A2,10.9 4 10 FOR UNIT REFERENCE STANDARDS. SCALE.- 1/4' 1'-0' A2 * C3 * 2 04 I 0 2'-O' 4'-0' U 9GG 0 HATCHED AREA DESIGNATION C 1:=A ;=n ;::�ATT < rl rn 60 101-61 21-41 6'-2` 1'-O` L 11-06 , q. TOP EDGE OF 1. BAR COUNTER- EQ. EQ. P5 TA3 TOP P14 WATCHED AREA p - - UNDER STONE TOP, TAI STEEL PLATE WELD ATTACHED TO SQUARE PIPE TOP EDGE OF TAI L - V-5' WORKSUf;U:ACE Lu -4c# 7c� 10/19/01 2 1/2--k- 1/2-Cl CLR. COUNTERTOP, HH -1 ".4 1 - I 51/2` L EQ. 2'-01/2' EQ. -4 1/2 2� -1 - IL - III TUB 4 c: \\—FLOOR 3 V MTL. STUD tll' MTL. STUD (3 -8 SLOPES TYF. 2' SQ. Lij, TO DRAIN METAL PIPE SK - - - - - - - - - - - - - - C3 o.H. CA TAq 2. L 7.9 6 8 O H I I ?U 1 N O VANITY A2.10.2 r I--- COUNTERToP_7,\ A243.4 A2.0.4 cr 1k MTL. STUD KK R� Am,& 0.H. ci- _F 0 u- 3'-cl 1/2' 4 A2 C3 4 -WINE CHILLER 2 1 0 =N _ tAZ TYP. I J' STEEL V KITCHEN cn 2 1 SINK LL BRACKET SCREW O.H. ri - - - 7 TA2 U q 0 TO F 0 ATTACHE ipr= 4 L DISH_ A2 TAI VANITY TAq 0 (A COUNTERTOF TAI tu u SIDES RA 4 0VEN O _`�, N FLOOR AT E30TH WASHER H. m OF PIPE XHA UST OOD MICROWAVE-/ p r - A --I- L LL. N I O O i C5 N lu xx cn 1 71) r r r r FNNNNNN' P5 _Lu F-1 TA3 L] L 1'-10" 8' EQ EQ. L 10' L Ir TAI 121-ol OWNER/DEVELOPER r r ss SLOPES VAIL RESORTS TO DRAIN DEVELOPMENT COMPANY ENLARGED FLOOR FLAN ENLARGED FLOOR FLAN ENLARGED FLOOR FLAN AVON,COLORADO KITCHEN MASTER BATHROOM 10 MASTER 5ATHROOM 2 * IQ-Cj-3 SCALE; 1/21=11-01 SCALE: 1/2'=1'-O' SCALE: 1/2"=V-0 DESIGN ARCHITECT 4240 Denver, Colorado PL L 60 61 ARCHITECT OF RECORD 11-41 21-21 GLOVER SMITH BODE,INC OKLAHOMA CITY, OKI-AHOMA 6'-4' 21-51 P5 I 60 CIVIL ENGINEER J_ ALPINE ENGINEERING,INC VANITY L VAIL,COLORADO COUNTERTOP_- TAI LANDSCAPE ARCHITECT e- S E GROUP I LJ STACKING TUB I BURLINGTON,VERMONT N, I WASHER 4 TOILET +4 DRYIER STRUCTURAL ENGINEER SINK A -I HAYNES WHALEY ASSOCIATES, C3 TAI TAI INC O.H. HOUSTON,TEXAS n 9 A2.0.5 TUB A2.0 5 TOILE ro IL SINK MECI-1ANICAL ELECTRICAL L-1 5 PLUMBING ENGINEER q A2 Lu 4 CP14 0.H, ABS CONSULTANTS INC ip A2 C3 4 A2 Ci� DENVER,COLORADO C3 5 Z�) - Sim. 2 INTERIOR DESIGN 42 C3 4 A2 C3.4 0,H, TA3 A2 0 5 11 1 8__ FE A2.0 5 WILSON&ASSOCIATES i I I - - I - CTA4 DALLAS,TX r j I - I I TOILET A2.0. RR w ET) 2 r -1 Sim. A2.0 5 LIFE SAFETY 0 BCER ENGINEERING INC I IT TAI (TA2 TA3 S1 .A2 C3.5 ARVADA,COLORADO Lu PROJECT NUMBER. 2094100 ISSUE REVISION DATE UNITS 22E�/ 325, 425,f E�2E-� ONLY UNITS 22F�* 32E-�/ 42E�/ E�2E� ONLY KNIT 125 ONLY KNIT 12E� ONLY ENLARGED FLOOR FLAN ENLARGED FLOOR FLAN ENLARGED FLOOR FLAN ENLARGED FLOOR FLAN ENLARGED FLOOR FL AN 01 5ATHROOM POWDER 5ATHROOM UTILITY ROOM 01 5ATHROOM POWDER 5ATHROOM SCALE: 1/2"=P-0" SCALE: I/2"=I'-0" SCALE: 1/2"=P-011 SCALE: 1/211=11-011 SCALE: 1/2'=1'—O' II \Q-jr-3 \Q�-C3_ eATHROOM ACCESSORIES - TYI=. CLUB UNITS MARr, roc)E SYMBOL DESCRIPTION MOUNTING HT. REMARK TAI 5-0 _3L TOWEL RING 4'-3' A.F.F. (U.O.N.) CFCl UPPER WOOL) I UPPER WOOD TA2 5-Q ROBE HOOK 5'-b' A.F.F. (U.O.N.) Cr-cl CABINET DOORS CABINET FIXED 21 qN 10 101 10 10 cp W1 WD. CROWN 1/2' FILL FRONTS L TAB 5-M TOILET PAPER HOLDER TYR 2'-0' F.F. .0. - CFC1 0 MOLDING FILL-�, 2'-0 L 31-0 1/ EQ. VFILL A.F.F. TYP. AT I 5ATHF41S L -WOOD CROWN TA4 5-N 24' TOWEL BAR 42' AF.P. (U.O.N.) CFr1l C14 MOLDING RE.- I ==7 CFCI 31A2,10.6 F__ _T TAro NOT USED 017 REV #7 10/19/07 -LLL -�F I -T. TAI e CORNER BASKET SOAP BASKET 5'-O' AF.F.6 SHOWERS (U.O.N.) cFcj PENDANT LIGHT OPEN To 015 V #6 08/10/07 MICROWAVE AT r BEYOND 013 REV #4 04/12/07 < STONE 5ACKSPLASH FL\ TA6 MIRRORS)(O.C. ABOVE VANITY MOUNTING HGT. RE.- INT. DES. Ml A OPEN SHELF EXHAUST HOO SINK(S))(LOCATE BY RE.- INT. DES., 4 UPPER CABINET L-A L L PENDANT LIGHT LOWER WOOD W1 GLASS DOORS STONE COUNTERTOP 4 TILE 15AC:KSPLASH L L-A ci EQ. EQ. TAq 5-W I 4'-VARF. (U.O.N) CFC1 BEVELED EDGE 0 CABINET DRAWER 4 UNDERCA51NET BAR TOP W1 41-ON _j FRONTS (TYF) -FILL LIGHTING (O.C. ABOVE VANITYAT SIDE WALL n IP;Z- INT ;=I ;=V (CLUB UNITS ONLY) 2'-0 REFRIGERATOR EQ. EQ. L (VERIFY MFR'S w y - 5 1/4! C-4 u- 0) .q _T_�_,- G�_ -T-,' -.-"\ 6 1 1 TAIO 5-S W-VARF. (U.O.N.) FILL PLF:-,- - CA STONE SHOWER CURTAIN ROD CFGI REQ'D CLEAR) V ju COOK TOP WOOD U- LOWER WOOD tu COUNTERTOP 4 r- SUPPORT TAII IRON CADDY (1)AT ALL UTIL. RMS 51-61 ARK (U.O.N.) mi MICROWAVE W/ > I..-j............. CABINET DRAWER BAR TOP W1 TA12 CLOTHESLINE CFCI BUILT-IN TRIM KIT 4........... BRACKET W-VARF. (U.O.N) WITHIN Lu OVEN FRONTS 5EVLED EDGE 2.10.6 CL C-4 a- �3 SHOWER STONE 5AC:KSPLASH w LOWER WOOD -0' AF.F. TO TOP (I.I.O.N.) STONE I- aD* (11) :VE i STAIN GRADE WD, TA13 SAFE (1)AT ALL MASTER CLOSETS 41 CFC1 COUNTERTOP ff CABINET DRAWER W/ 4' BEVELED TOP ri EQ, Q. Q. n U) DISHWASHER TRIM (MITERED RE.- 54(o/A2.10.15 FRONTS (TYP) EDGE 4 EXPOSED _q -1 EAST WING W/ BEVELED Ef V w EXPOSED COWERS.1 11 1 1 PROJECV 10 SIDES LL _j (A TA14 24' GRAB BAR(VERTICAL MOUNT) 4'-6' O.C. A.F.F. (U.O.N.),V O.C. CFCl NORTH EDGE -E WINE CHILLER Y_ 0 AT ALL SHOWERS 4 TUBS W/ 14ORIZONTALLY FROM ENTRY TYP. WOOD LOWER WOOD lu WALL 5ASE STAINED GRADE PROJECT KEYPLAN CA51NET DOOR WD TRIM W1 SHOWERS 0 t 4 WOOD PLANKS--- FRONTS COWERS LLI TA15 '-0' AF.F. (U.O.N.) CFCI FE MITERED ff FIRE EXTINGUISHER(1)AT ALL UTIL. 4 r Rms REFER TO SECTION 10522 FOR 1/2 -FILL FILL--,,, ' TYP. WOOD ,---FILL TYP. WOOD �B 1/2' 31/2 1 DESCRIPTIONS FILL 5 1/2' BASE FILL- 41 BASE t__ 2y' WALL PURR OUT AT POCKET DOORS RE.- L L F I 1'-3 1/2' 1 1 ILL TAI& 4 FILL -�ASE 21-0 3'-1 1/2 t--DEPTH ADJACENT TO ELEC. OUTLET BOXES 014 q/A2.10.1 UNIT 3Cb it qL VARIES (RE.- ENLARGED PLAN) 411 (VERIFY MFR'S ----a ONE OR BOTH SIDES REQ'D C-LEAR) (VERIFY MFR'S SINK CA5INET NOTES- ENLARGED REQ'D CLEAR) DOOR FRONTS 21-o) o 1. ALL ACCESSORIES CFC1 U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED PLANS & CD (PER MFRS (VERIFY MRF'f;ZS 2. BATHROOM 01 AT UNITS 000q,0216 4 0218 TO BE FULLY COMPLIANT W1 ANSI A111.1 TYPE A. AT ALL r14 ELEVATIONS REQ'D CLEAR) REQ'D CLEAR) OVER UNIT BATHROOM 01,FAIR HOUSING 4 ANSI A111.1 TYPE B GUIDELINES MUST BE APPLIED. RE, Nc_,*;ED BY 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. 4. REFERENCE A2.10.9 FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. KITCHEN KITCHEN KITCHEN KITCHEN FEB 2 6 2003 SCALE.- 1/2' V-O' A 2 • C 3 • 3 ELEVATION ELEVATION ELEVATION ELEVATION u C'4 TAI _TIF L j -8 _V_ U u 4 A2 C3 AM 7711 < 2.C3. N I I lk� -�C:3_ _ SCALE.- 1/2 =1 —0 SCALE= 1/2 =1 —0 SC:ALr=.- 1/2 0 SCALE: 1/2 1 0 0 21-01 41-01 SAFEbuilt Colorado u rn STONE TILE TRIM 2 3 W0. CROWN SHOWER WD. CROWN MOLDING HEAD WD. CROWN MOLDING MOLDING GYP. BOARD FAINTED CROWN GYP. 50ARD 10/19/01 GYP. BOARD MOLD ING PAIN TED WALL MIRROR CEILING FURR 7 1'-0' RE.- INTERIOR DN. I- tAl p GYP. 50AIRD DESIGNER GYP, BOARD EQ- L EQ- FAINTED EQ EQ PAINTED 1 1. 1 " - I <'z-i STONE TUB PLATFORM TOP, TAI STONE WALL J. FRONT 4 TUB 5ACKSPASH TAq SHOWER 5ACKSPLASH RE.- TUB 2 TA4 STONE TILE WALL PANELS DOOR SECTION DETAIL 10 AT BACK SINK FAUCET - -STONE SHOWER WALL TUB FAUCET 4 —WOOD 5LKG. IN WOOD 5LKG. SHOWER CONTROLS WALL 5ACKSPLASH UNDERMOUNT IN WALL CONTROLS WOOD 5LKG. IN 14 SINK WALL STONE WOOD 5LKG. IN 1/ 1 4 )_11 WALL SHOWER DOOR 5ACKSPLASH STONE WALL W1 TOWEL 5AR 4 COUNTERTOP 5ACKSPLASH RE 1/2' \ 1 \ �� \ L TUB SECTION ------------------I El WOOD CABINET DETAIL STONE POCKET 5ACKSPLASH co >- )4 FRONT W1 TOP DRAWER 0 __GYP. BOARD DOOR STONE WALL FAINTED TILE STONE TILE WOOD SINK CABINET F FRONT A oe TOILET EASE 11 U TUB PROFILE I WOOD CABINET -<A P- ' p'r'I 0 PSI DRAWER FRONT (3 STONE SILL 21-0- EQ. (1) LARGE STONE TILE u u DRAWERS) 4 BASE STONE TILE W1 STONE TILE EQ. EQ. 4 - AT SIDE WALL 10 BASE BELOW t__ t- WHIRLPOOL TUB EQ r,EQ. FILL 2'-q* I'-ro' 2'-ro' FILL SHOWER z x PANEL�POLISH FLOOR DRAIN A& STONE TILE ALL EXPOSED ;4 SWC 5S, 77 1 1 N EQ. 111,_* BASE EDGES, PROVDE I5'H X 20'W FIXED STONE CLEAR OPENING FOR ACCESS TO PANEL AT TUB WHIRLPOOL PUMP CONTROLS APRON (VERIFY MFR'RS REQ'0 CLEAR AND LOCATION, OVERLAP REMOVEA5LE PANEL SUCH SUPPORT CLIPS ATTACH AT EITHER SIDE OF PLYWP. FACE FRAME 4*1 MASTER eATHROOM 01 MASTER E ATHRCOM #1 MASTER eATHROOM #1 MASTER 5ATHROOM ELEVATION 2 4 ELEVATION ELEVATION ELEVATION r K OWNER DEVELOPER SCALE.- 1/2"=1'-O' 'Q-cil SCALE.- 1/2'=I'-O' 'Q-cyl SCALE.- 1/2"=V-0" 'Q�_ca SCALE.- 1/2'=1'—O' VAIL RESORTS DEVELOPMENT COMPANY O.H. AVON,COLORADO STONE TILE WD. CROWN TRIM WD. CROWN WD. CROWN MOLDING MOLDING MOLDING DESIGN ARCHITECT GYP. BOARD r E L FAINTED GYP. BOARD --- - -SHOWER GYP. BOARD PAINTED HEAD GYP. O IBARNTED D CEILING FURR —WALL MIRROR 1.-0. PAI DN. RE.- INTERIOR 4240 DESIGNER GYP. BOARD TAI STONE TUB PLATFORM TOP Denver, Colorado FAINTED N TAI FRONT 4 TUB 5ACKSPASH TAq STONE WALL PANELS WOOD 5LKG. 2 5ACKSPLASH IN WALL EQ. EQ. TA4 -T ARCHITECT OF RECORD WOOD 5LKG. IN SINK FAUCET WOOD 5LKG. IN TUB FAUCET 4 WALL UNDERMOUNT WALL GLOVER SMITH BODE,INC x� CONTROLS OKLAHOMA CITY,OKLAHOMA SIN< I & EQ. EQ. AIL STONE SHOWER DOOR SHOWER STONE WALL CIVIL ENGINEER 1 -1 LS STONE WALL W1 TOWEL BAR 7/-7/- STONE D J 5ACKSPLASH RE.- TU5 ALPINE ENGINEERING,INC 5ACKSFLASH RE.- COUNTERT010 Mz 5ACKSPLASH ------------ SECTION DETAIL VAIL,COLORADO WOOD 5LKG. IN TUB SECTION 5ACKSPLASH I ;TONE TILE -or— Z-Z/-z/-Z STONE WALL DETAIL AT BACK (L / WALL LANDSCAPE ARCHITECT WOOD 5LKG. IN SHOWER WALL SHOWER S E GROUP DOOR BURLINGTON,VERMONT TO PUMP f STRUCTURAL ENGINEER (0 WOOD SINK TUB PROFILE WALL WHIRLPOOL TUB CABINET HAYNES WHALEY ASSOCIATES, FRONT FILL 2'-qm 74 INC -:� F + FIXED STONE 1 21-ON L H WHIRLPOOL TUB PANEL AT TUB Ea. EQ. SHOWER OUSTON,TEXAS AT SIDE WALL ---a. TYP. STONE 5ASE APRON a, EQ FLOOR DRAIN MECHANICAL ELECTRICAL SHOWER REMOVEA5LE STONE ACCESS STONE TILE PLUMBING ENGINEER FLOOR DRAIN PANEL, POLISH ALL EXPOSED BASE ABS CONSULTANTS INC EDGES, PROVI:)E 15'H >< 20'W FIXED STONE DENVER,COLORADO CLEAR OPENING FOR ACCESS TO PANEL AT TUB INTERIOR DESIGN WHIRLPOOL PUMP CONTROLS & (VERIFY MFR'R9 REQV APRON WILSON CLEAR AND DALLAS,LAS,TX LOCATION, OVERLAP REMOVEA5LE PANEL SUCH SUPPORT CLIPS LIFE SAFETY ATTACH AT EITHER SIDE OF PLYWD. BCER ENGINEERING INC FACE FRAME ARVADA,COLORADO 412 MASTER 5ATHROOM 1*2 MASTER 5ATHROOM #2 MASTER 1 02 MASTER 5ATHROOM ELEVATION ELEVATION ELEVATION 8 ELEVATION PROJECT NUMBER 2094100 SCALE - 1/2"=1'-O" -CI- SCALE - 1/2"=V-0" V 1/2'=1'-O"C3_ SCALE. SCALE, 1/2"=1'-O" ISSUE REVISION DATE 2 5ATHROOM ACCESSORIES TYR CLU5 UNITS . WD. CROWN .Ea. MARK coI.DjDE SYMBOL DESCRIPTION MOUNTING HT. IREMARK MOLDING WD. CROWN TAI 5-0 _T_ TOWEL RING 4'-3' AF.F. (U.O.N.) CFCI MOLDING 6 TUB HEADER TA2 5-Q ROBE HOOK V-6' A.F.F. (U.O.N.) CFCI 2'-1' (TO GYP. BOARD PAINTED 2'-1' (TO A STONE WALL TA3 5-M Cj TOILET PAPER HOLDER TYP. 2'-O' A.F.F. (U.O.N.) V-1' CpcI O TILE EDGE) TILE EDGE) A.F.F. TYR AT 01 5ATWF41S WALL MIRROR WOOD 5LKG. IN Al TILE RE.- INTERIOR WALL 11 1/2' STONEWALL TA4 5-N 24' TOWEL BAR 42' A.F.F. (U,OK) CF-Cl DESIGNER TA5 5-P SHOWER DOOR TOWEL BAR 34' A.F.F. (U.O.N.) CFCI TILE ttj q GYP. 50ARD TAI TA& NOT USED PAINTED STONE WALL A WOOD 5LKG. IN ut T fY ILE WALL TAI 5_R CORNER BASKET - SOAP BASKET 51-01 A.F.F.10 SHOWERS (U.O.N.) CFCI 1 017 REV #7 10/19/07 fu U- SINK FAUCET > LLI 2'-4' AF.F.Q MASTERTUIBS (U.O.N.) A(, 015 REV #6 08/10/07 TUB FAUCET TUB FAUCET TA9 MIRR4WS)(O.C. ABOVE VANITY MOUNTING Wit RE: INT. DES. CFCI 4 4 TA3 CONTROLS L J CONTROLS SINK(S))(LOCATE 5Y RE: INT. DES.. 013 REV #4 04/12/07 TAq 5-W 4'-6' A.F.F. (U.O.N.) CFCI A4 Z WOOL) 5LKG. IN A W -4 STONE WALL AT BACK (O.C. ABOVE VAMNITYAT SIDE WALL b L>- -1 5ACKSPLASH INT. ELEV. (CLUB UNITS ONLY ! '5 r 1� u- SHOWER WALL STONE TOILE ty--1 EQ. EQ -1 TRIO =;I-z� SHOWER CURTAIN ROD V-S' ARR (U.O.N.) CFCI 5ACKSPLASH 1 T U TALI IRON CADDY (1)AT ALL UTIL. RMS 51-61 A.F.F. (U.O.N.) CFCI 4 COUNTERTOP— 0 STONE TILE TA12 CLOTHESLINE V-8' A.F.F. (U.O.N.) WITHIN CFCI CL SHOWER WOOD BASE WOOD 5LKG. IN '-0' A.F.F. TO TOP(U.O.N)CABINET TUB TA13 SAFE (1)AT ALL MASTER CLOSETS 4 CFCI FRONT \1 A WALL RE.- 54(o/A2.10.18 MARBLE WALL r TA14 24' GRAB BAR(VERTICAL MOUNT) 4'-6' O.C. A.F.F. (U.0.9),V O.C. cFcl EAST WIWs FILL, AT ALL SHOWERS 4 TUBS W1 HORIZONTALLY FROM ENTRY PROD=WOOD 5LKG. IN STONE TILE PANEL STNS TILE SHOWERS WALL NO=) WALL BASE BASE TA15 FIRE EXTINGUISHER(1)AT ALL UTIL. 41-01 A.F.F. (U.O.K) CFCI PROJECT KEYPIAN UNITS 225 32E� 42E, �2 � ONLY UNITS 225 32E� 425 E�2E� ONLY UNITS 22E� 325 42E, X25 ONLY UNITS 225 325 425 E72E7 ONLY ❑ F41S REFER TO SECTION 10522 FOR DESCRIPTIONS TAIro 2Y4' WALL PURR OUT AT POCKET DOORS RE. 1*1 5ATHROOM #1 5ATHROOM 01 5ATHROOM 1*1 5ATHROOM ADJACENT TO ELEC. OUTLET BORE S ON q/A2.10.1 ONE OR BOTH SIDES 3Cb C) C) ELEVATION rjo-N� ELEVATION ELEVATION ELEVATION NOTES.- UNIT ENLARGED V_ 1. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED "_1 SCALE.- 1/2"=1'-O' IQ-C �,A 2.C 3. u=1 1 0 11 1 2. BATHROOM 01 AT UNITS 000q,0216 4 0216 TO 5E FULLY COMPLIANT W1 ANSI A111.1 TYPE A. AT ALL co J3 SCALE.- 1/2'=l'-O' SCALE.- 11/2"=V-0" SCALE.- 1/2 PLANS & 01 REVIEWED BY OTHER UNIT BATHROOM 01,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED. C) rq 3. REFERENCE A2.10,10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. ELEVATIONS 4. REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. FEB 2 6 2008 SCALE.- 1/2' c 1'-0' A 2 . 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L - - - - - - - - - - - - - BATHROOM —1 _T3_ cf1 .4 FINNIN-4 Alclols c"I *I _�7T I 9 MASTER BALCONY SLAB 4- 1 0 +V-(0 FIREPLACE FLUE RUN 'w --- -7-p-,10) — - 5EDmk_A_11I_1 I EDGE 'U A F F. 77 qu A.F.F. ABOVE CEILING or....... . _41� pq 0 -I, F -------------_(B U�� i - I: I - - - )4 i I I -_ Fll�__LL_ I r 6011�; _ _ _ _ I j 0 :mmm� 00 IN m mmomm mmmmm==!F BALCONY ion r ii F S u WW FIREPLACE FLUE HORIZ. 0 POWDER HANDRAIL KITCHEN ww Q. TERMINATION CAP, I w - ( ,-1 t I— t ! 6'. I I I-0 I-ON Li RE.- 31AS, 4 L ----------- c_j xx■ "A A.F.F.■ L 0 21 �L F.P. 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TOILET mNN r 4 cfN DESIGN ARCHITECT T? ^Izt ■A i - - -+-- -=4 - - ------ A,F.F. 14 A A N –4–—–— – —-- -----I— ----i---- -------i--- 2 0 1111--- --- will K M mLw-m m m T6 1 1 L__-- _ �____-- __-� I z ----- HATCHED AREA TYP. 02 T2 T3 > I-ON■ ff) ■ MASTER DESIGNATION OF R-11 Denver, Colorado BATHROOM BAT 4 0 UNFACED GATT INSUL. I 0 0 N 1Qj BEDROOM Z OV CC: I IN ASS M Y ARCHITECT OF RECORD 1 4 GLOVER SMITH BODE,INC ■ ■ 2.C4 P5A 1 I I■ --- ------------- OKLAHOMA CITY,OKLAHOMA c A.F.F. A- r CIVIL ENGINEER ■ ALPINE ENGINEERING,INC c_ 0 VAIL,COLORADO Ir ------- 1 EEE I-an L An 02 -- — - — - — - — - -- +-T LANDSCAPE ARCHITECT EEE m wwwommmmmm mommmmmmm 111 MASTER A.F.F. BEDROOM S E GROUP BURLINGTON,VERMONT T12 2.C4. HANDRAIL STRUCTURAL ENGINEER LINE HAYNES WHALEY ASSOCIATES, ' ,<n j BALCONY SLAB EEE. ABOVE INC P21 EDGE HOUSTON,TEXAS EFF_ F— - — - — - DE8 MECHANICAL ELECTRICAL .8 N.— PLUMBING ENGINEER FFF "U A.F.F. ABS CONSULTANTS INC 0-1 CLOSET 1 -1 DENVER,COLORADO jjj 4 INTERIOR DESIGN XJ 0-1 CfA Cf'% �CN WILSON&ASSOCIATES DALLAS,TX LIFE SAFETY BCER ENGINEERING INC F� I FF�FN /I a �:I= ARVADA,COLORADO -JF 81-11 2'-0 1/2' 51-11 "226,x'326 40426 PROJECT NUMBER. 2094100 ISSUE REVISION DATE 61.9 U2 F-71 62 70 r_0 r-i (B m LO FLOOR PEAK! 3C:c 70 /� , UNIT 0 126, 22 (o, 32 (o, 42 (o REFLECTED CEILING PLAN Iq P��_Ckl SCALE: 1/4'=1'-0' Iq P\Ai_�l SCALE.- 1/4"=l'-O' PLAN NORTH BALCONY PLAN 3Cc PLAN NORTH REFLECTED CEILING NOTES.- K UNIT * 22ro, 32ro 4 42 (o S IM *REVISION I GENERAL NOTES APPLIES TO ALL PLANS SCALE.- 1/411=11-011 I. RE.- 9/A2.1O,F7 FOR TYPICAL AT UPPER COFFER TRANSITIONS AND FOYER OF THIS SHEET, CEILING TRANSITIONS. PLAN NORTH 2. FOR RECESSED DRAPERY TRACK RE.- I/A2.10.E� FOR FURR DOWN TRANSITIONS I ADJACENT TO EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER /,�O 17 REV #7 10/19/07 REVISION -1 GENERAL NOTES.- BEDROOMS. I/A2.10.5 16 SIMILAR AT ALL BEDROOMS 4 STUDIES WITH EXTERIOR A& 015 REV #6 08/10/07 1. WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO WINDOW WALLS, INDICATING POCKET. 5 014 REV #5 05/04/07 OUTSIDE FACE OF STUD, 3. RE.- 3 4 3A/A2,10.5 FOR CEILING TRANSITION TO 8' CEILING AT KITCHENS. EXCEPT 013 REV #4 04/12/07 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED NOT AT CLUB UNIT KITCHENS. A4 DIMENSIONS TO NEAREST GRID (AT PLANS W1 STEEL GRIDS). 4. R.E.- 3A/A2.10.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS. 4. REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT 5, SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED " PER FOOT IN WHOLE 2 PLAN(S), OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE 5. BALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED HEIGHT VARIES. OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM ELSEWHERE IN DRAWINGS. GENERATORS ARE TO HAVE LEVEL CEILINGS. (o. EXPOSED TO STRUCTURE AT MECHANICAL CLOSETS. 1. PENDANT LIGHT FIXTURES ABOVE KITCHEN BAR TO BE 2'-6' ABOVE BAR COUNTERTOP U.O.N.. PENDANTS TO BE HORIZONTALLY EQUALLY SPACED OVER WEST WING BAR WITH FIXTURES ADJACENT TO CABINETS, TO CLEAR CABINET DOOR SWINGS. PROJE= GENERAL NOTES.- A& _ PRE-MARK 4 VERIFY ALL LOCATIONS W1 INTERIOR DESIGNER, RE.- INTERIOR No=) an 1. TYPICAL ENTRY DETAILS 4 ELEVATIONS RE.- SHEET A2.10.1E7. ELEVATIONS. - PROJECT KEYPLAN 2. REFER TO SHEETS A6.1 AND A6.1.1 FOR TYPICAL FLUE DETAILS. 5. ADDITIONAL GENERAL NOTES AND LEGEND REFER SHEET A2.0.1. I-ON, L I REFER TO A2.10.1 FOP, ROOM FINISH 4 DOOR SCHEDULE AND ADDT'L GENERAL NOTES. k-9. IN COFFERED CEILING AREAS, THE CEILING HEIGHTS ARE INDICATED AS 10 REVIEWED BY THIS NOTE IS TO ADVISE THAT THE INTENT OF THIS HEIGHT INDICATION IS TO INSTALL Ln 4. REFER TO ENLARGED FLOOR PLANS FOR ALUM. CLAD EXT. WINDOW 4 DOOR DESIGNATIONS 15r THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. C q" -O' HORIZONTAL RUN. THIS IS 5. ALL FIREPLACE FLUE PIPES ARE TO HAVE A Y4' RISE PER 1' 10. REFER SHEET A2.0.1 FOR UNIT LIGHTING LEGEND. UNIT 3Cc TO INSURE PROPER VENTING OF HOT GASES AS REQUIRED BY MANUFACTURER, UNIT PLAN 00 F FEB 2 6 Z008 11. AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS C) (o. PROVIDE 1/4' WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT & REFLECTED CD r1i POSSIBLE W1 SMOKE DETECTORS ADJACENT. ;;4:� REFRIGERATORS. E= MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WI"11*H SAFFEbullt Colorado 12. ALL UPPER KITCHEN CABINETS TO HAVE UNDER CABINET LIGHTING. CEILING PLAN 0) MECHANICAL DOCUMENTS. REFER A6.23 FOR DETAILS. 8. REFER TO SHEETS A2.10.q 4 10 FOR UNIT REFERENCE STANDARDS. SCALE- 1/4' m 1'-0' A 2 ,oC4 * 1 O u 2-77 4--o- 81-01 rn > LIL_ -LBALGONY AN r1l" F_ (5' 0 rl:L t5AL��NY EDGE A50= u rn L 12'-5 1/2' ro FLOOR SLOPES 5'-10 1/2' TO DRAIN P5 P5 EQ EQ. 10/1q/01 TAl TAl w w P5 -A TA3 TA3 -1 r Ll 0 . I - - 01 0 0% w lu w P14 - I S, — . - 31-10 1/2' P21 b �"XHAUST HOOD P13 LU L" 76 - - O 1 WINE CHILLER ,ABOVE WW L BELOW COUNTER \-sTovE TOPS VANITY V COUNTERTOP I 1` MICROWAVE A- -1 EN L - - - tj O.H. Q OVr _T TA2 0 SINK q TA2 f DISH co 1 D�TA2 2 C4. 9-; -VANITY /3'-cl 1/2' FWAS _ER C4, 1 1 70 r-A 2.C4. 70 C4. 2. - TA04 FL-qqR- SLOPES > COUNTERTOP To DRAIN C4. I I - 2,C4, 2.c4. ION/ L U A 10 U A3" TUB N2 CIC C:LR. H REMOVABLE BASE TA3 0 TAI COUNT- E� Q � I REMOVABLE CAb 1 / L - - - - - - - - P5 0 -VANITY TAI SECTION COUNTE OF W �„� r r EQ. EQ. T01 _ET LU 4 1/2-- N EQ. 21-0 1/2' EQ. -4 1/2' TUB 76 3'-01/2' -1 w (b EQ. EQ. EQ.U P5A m BBB EQ ON IT 4__ P5 P5 1 r 76f ------ 21-01 2'-0 P14 EQ f L OWNER/DEVELOPER TAl L EQ. —3. VAIL RESORTS 4'-2 1/2' 1'-2 1/2' 21-rom 61-2@ 11-101 DEVELOPMENT COMPANY AVON,COLORADO N LARGED FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN DESIGN ARCHITECT KITCHEN 01 MASTER 5ATHROOM *2 MASTER 5ATHROOM GUEST 5ATHROOM 4240 11 1-011 1QC SCALE.- 1/2'=I,-O. SCALE,- 1/2"=P-0" SCALE: 1/2 1 j:4- SCALE.- 1/2 J4. Denver, Colorado ARCHITECT OF RECORD IM UPPER WOOD UPPER WOOD 3 GLOVER SMITH BODE,INC CABINET DOORS '0 CABINET FIXED 10 2,-ql L OKLAHOMA CITY,OKLAHOMA 62 W/ WD. CROWN 1 1/2' FILL FRONTS FILL EQ. EQ. VFILL CIVIL ENGINEER MOLDING FILL-A 2'-0 (L' 31-0 1/2 Y' L —WOOD CROWN ALPINE ENGINEERING,INC VAIL,COLORADO MOLDING RE.- 62 3/A2.10.6 APE ARCHITECT S E GROUP P5 F� PENDANT LIGHT I BURLINGTON,VERMONT MICROWAVE AT EXHAUST HOOP— STONE5A 16 OPEN SHELF CKSPLASH FL STRUCTURAL ENGINEER O L 2.C4. UPPER CABINET STONE COUNTERTOP 4 L L__� L_ HAYNES WHALEY ASSOCIATES, LOWER WOOD W1 GLASS DOORS INC CABINET DRAWER 4 UNPERCA5INET BAR TOP W1 HOUSTON,TEXAS LIGHTING BEVELED EDGE FRONTS (TYP) FILL '5A -09 —1 \ MECHANICAL ELECTRICAL AIE5A) 21 REFRIGERATOR LL PLUMBING ENGINEER t> IT I (VERIFY MFR'S I L i cli FILL w- COOK TOP T7 LOWER WOOD w ABS CONSULTANTS INC 21644 — _j REQ'D CLEAR) U_ _Lj, 1 > DENVER,COLORADO XX -_z--t, CA5INET DRAWER o SINK MICROWAVE W1 --(,I j-1-, Ntc:� ly- FRONTS INTERIOR DESIGN 5UILT-IN TRIM KIT w 0, OVEN WILSON&ASSOCIATES ------ STONE 5ACKSPLASH DALLAS,TX w LOWER WOOL) T> I— I- T. 0` (ID STONE CABINET DRAWER wl 4, BEVELED TOP yj ff COUNTERTOP EDGE 4 EXPOSED -q __ D R LIFE SAFETY FRONTS (TYP I Ei LEE Eiiifl A�HER 4 ARVADA,COLORADO ZZ W1 5EVELED TYP. WOOD ffa SIDES STA:�C*w EDGE 10 WINE CHILLER BOER ENGINEERING INC C4. w LOWER WOOD C'j in DRYER BASE WD TRIM W1 TA3 CABINET DOOR COWERS FRONTS LL J1 ==mmm Q MITERED PROJECT NUMBER 2094100 ............ FILL FILL-j TYP. WOOD FILL if.......... FILL Pi V-5 1/2 V_E5 1/2' ILL EASE ISSUE REVISION DATE r FILL--,, ASE A L 2 -0. 3'-1 1/2' jt-_DEPTH �-21-'V ro'-1 1/2' 8 1 1 (VERIFY MFR'S (VERIFY MFR'S SINK CABINET 21-qm REQ'D CLEAR) REQ'D CLEAR) DOOR FRONTS 11-3 1& 2'-0 (PER MFR'S (VERIFY Mf;RF'RS REQ'D CLEAR) REQ'D CLEAR) ENLARGED FLOOR PLAN ENLARGED FLOOR RLAN KITCHEN KITCHEN KITCHEN POWDER ROOM UTILITY ROOM ELEVATION ELEVATION ELEVATION SC,,4LF-,- 1/2"=1'-O' \4�Z rj-4- SCALE, 1/2.=I.-O. 2.C4. SCALE,- 1/2"=1'-0" C_J4_ SCALE.- 1/2"=V-0" \� -�r_4_ SCALE.- 1/21=11-01 5,4THROOM ACCESSORIES - TYR CLUB UNITS I.D. MAW C:Opr: SYMBOL DESCRIPTION MOUNTING WT. REMARK ==7 =77== 7 TAI 5-o _T_ TOWEL RING 4'-3' A.F.F. (UOK) CFCI I TA2 5-Q m ROBE HOOK 5'-b' A.F.F. N.O.N.) CFCI I TA3 5-M TOILET PAPER HOLDER TYP. 2'-O' A.F.F. (I.I.O.N.)11-11 cFcI OPEN To A.F.F. TYP. AT I 5ATHI;VS 017 V #7 10/19/07 BEYOND TA4 5-N 24' TOWEL BAR 42' AF.P. (U.O.N.) CFCI 015 REV #6 08/10/07 PENDANT LIGHT TA5 5-10 SHOWER DOOR TOWEL BAR 34' A.F.F. (U.O.N.) CFCI A(o TILE 5ACKSPLASH L L L TAB NOT USED A4 013 REV #4 04/12/07 EQ. EQ TAI 5_R COMER BASKET - SOAP BASKET 5'-O' A.F.F.' SHOWERS N.O.N.) CFCI - EQ. EQ 2'-4' AF.F.6 MASTERTU5S (U.O.N.) STONE TA& MIRROR(S)(O.C. ABOVE VANITY MOUNTING HGT. R.E. INT. DES. CFCI WOOD SINK(S))(LOCATE BY RE.- INT. DES. COUNTERTOP 4 SUPPORT BAR TOP W1 BRACKET 5EVLED EDGE— TAq 5-W 4'-b' A.F.F. (U.O.N.) CFCI RE.- A2.10.6 (O.C. ABOVE VANITYAT SIDE WALL ,g.- INT. ELEV. (CLUB UNITS ONLY STAIN GRADE WD. Q. I=Q TRIM (MITERED EQ. L L TRIO 5-S SHOWER CURTAIN ROE) b'-8' A.F.F. N.O.N.) CFCI EXPOSED CORNERS, TALI IRON CADDY (1)AT ALL UTIL. F�15 51-(ol A.F.F. (U.O.N.) CFCI TA12 CLOTHESLINE (00-51 A.F.F. (U.O.N.) WITHIN CFCI BY PROJECT EAST WIN STAINED GRADE SHOWER 110R� T4G WOOD CIO 2008 NOR H i TA13 Fs-i SAFE (1)AT ALL MASTER CLOSETS 4'-O' A.F.F. TO TOP(U.O.N.) CFCI PROJECT KEYPIAN r RE.- 54(o/A2.10.18 TYP. WOOL) 1/2 TA14 24' GRA5 BAR(VERTICAL MOUNT) 4'-b' O.G. A.F.F. (U O.N.),(6- O.C. cFcl -3 1/2 L_ Colorado BASE AT ALL SHOWERS 4 TUBS W/ HORIZONTALLY FROM ENTRY SA�Equilt-1'-0' VARIES (RE.- ENLARGED PLAN) SHOWERS WALL o TA15 FIRE EXTINGUISHER(1)AT ALL UTIL. 4'-O' A.F.F. (U.O.N.) UNIT 3Cc F41S REFER TO SECTION 10522 FOR ENLARGED I DESCRIPTIONS RE.- PLANS & TAI& 2Y4' WALL FURR OUT AT POCKET DOORS c* ADJACENT TO ELEC. OUTLET 50>(ES ON q/A2.10,1 CD ELEVATIONS CD ONE OR BOTH SIDES NOTES,- KITCHEN 1. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED 2. BATHROOM 01 AT UNITS 0009,0216 4 #218 TO BE FULLY COMPLIANT W1 ANSI AIII.1 TYPE A. AT ALL SCALE.- 1/2' z I'-O' 2 * C4 * ELEVATION OTHER UNIT BATHROOM M,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED. �( 1 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. I 1 1 4, REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. ON 81-01 rn SCALE.- 1/2 =I 0 0 21-01 41- 2 w Lu� 71 N FILL < U rn STONE TILE 2 TRIM 2 O.H. WD, CROWN SHOWER WD. CROWN MOLDING HEAD WD. GROWN MOLDING MOLDING GYP. BOARD PAINTED u- PAINTED WD_ CROWN GYP, BOARD GYP. BOARD 7 MOLDING FAINTED WALL MIRROR CEILING PURR t e., RE.- INTERIOR DN. TAI GYP. BOARD DESIGNER GYP. BOARD EQ- L EQ FAINTED EQ. EQ L! TAl STONE PASH 10/19/01 PAINTED A14 STONE WALL FRONT 4 TU5 5 5ACK I SHOWER STONE TILE 5ACKSPLASH RE.- TUB I TA4 WALL PANELS DOOR SECTION DETAIL 10.1 AT BACK SINK FAUCET 1, SHOWER WALL WOOD 5LKG. IN WOOD 5LKG. Ir SHOWER STONE __s I \ TUB FAUCET 4 WALL UNDERMOUNT IN WALL CONTROLS 5ACKSPLASH WOOD 5LKG. IN V/ SINK WOOD 5LKG. IN WALL CONTROLS STONE WALL -SHOWER DOOR 5ACKSPLASH F_\ STONE WALL 'P W1 TOWEL BAR 4 COUNTERTOP - ------- 5/ACKSPLASH TUB SECTION eL1ZZZ_ZZ_ZZZ1_Z /_ZZ R!E =A5LE DETAIL 0- POCKET STONE WALL GYP, BOARD DOOR ACCESS SINK WOOD CABINET CA TILE FAINTED PANEL AT WALL TO TUB I TOILET BASE PUMP (o FRONT L- 1 WHIRLPOOL TUB I I L/ V AT SIDE WALL TUB PROFILE— T Li 0 ON REMOVAIBLE 5ASE .-0. 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COMPANY TAq STONE WALL PANELS IN WALL 2 5ACKSPLASH WOOD 5LKG. IN EQ, EQ, A 10 AVON,COLORADO SINK FAUCET WOOD 5LKG- WALL TUB FAUCET 4 —STONE WALL IN WALL UNDERMOUNT STONE TILE CONTROLS EQ, L EQ. F. DESIGN ARCHITECT SINK L 5ACKSPLASH RE.- TUB AT BACK A SHOWER SECTION DETAIL STONE SHOWER WALL LS STONE WALL 5ACKSPLASH4 7 �� CONTROLS 5ACKSPLASH RE COUNTERTOP SHOWER DOOR ------- ZZ/ TUB SECTION W1 TOWEL BAR STONE WOOD 5LKG. IN DETAIL 5ACKSPLASH WALL `—STONE TILE WOOD 5LKG. IN TRIM STONE WALL SHOWER WALL TILE DOOR Denver, Colorado SINK WOOD WHIRLPOOL TUB L CABINET PUMP LOCATION _;vV -A �f I TUB PROFILE FRONT =;6 11 7 K ARCHITECT OF RECORD FIXED STONE 2'-0' -- GLOVER SMITH BODE,INC WHIRLPOOL TUB FILL 21-90 FILL PANEL AT TUB EQ. EQ. SHOWER STONE TILE 0• 4 OKLAHOMA CITY,OKLAHOMA AT SIDE WALL APRON FLOOR DRAIN TYP. STONE BASE EQ_N EQ BASE ivo 10 CIVIL ENGINEER STONE TILE ALPINE ENGINEERING,INC BASE VAIL,COLORADO REMOVEA5LE STONE ACCESS FIXED STONE LANDSCAPE ARCHITECT PANEL, POLISH ALL EXPOSED PANEL AT TUB S E GROUP 02 MASTER 5ATHROOM 02 MASTER 5ATHROOM EDGES, PROVDE Irp'W X 20'W APRON 02 MASTER 5ATHROOM BURLINGTON,VERMONT CLEAR OPENING FOR ACCESS TO ELEVATION WHIRLPOOL PUMP CONTROLS *12 MASTER 5ATHROOM E L E VAT I ON (VERIFY MFR RS REQ'r-> CLEAR AND S ELEVATION STRUCTURAL ENGINEER SCALE.- 1/2'=11-0 1 -oll LOCATION, OVERLAP REMOVEA5LE HAYNES WHALEY ASSOCIATES, 2 G4 SCALE.- 1/2"=P PANEL SUCH SUPPORT CLIPS ELEVATION SCALE.- 1/2"=1'-O" INC ATTACH AT EITHER SIDE OF PLYWD. HOUSTON,TEXAS 2 SCALE.- 1/211=11-011 10 5ATHROOM ACCESSORIES TYR CLUB UNITS MECHANICAL ELECTRICAL PLUMBING ENGINEER EQ. L EQ MARK I.D. r= SYMBOL DESCRIPTION MOUNTING HT. REMARK ABS CONSULTANTS INC WD, CROWN 4 GOD DENVER,COLORADO WD. CROWN TAI 5-o -I- TOWEL RING 4'-3' AFF, (U.0,K) CFCI MOLDING MOLDING 6 INTERIOR DESIGN TUB HEADER TA2 5-Q ROBE 1400K 5'-VARF. (U.0,K) WILSON&ASSOCIATES 2'-1' (TO GYP. BOARD 21-1' (TO TA3 5-M TOILET PAPER HOLDER TYR 2'-O' AF.P. (U.O.N.) V CFCI DALLAS,TX ED A STONEWALL A.F.F. TYR AT M 5ATHRMS TILE EDGE PAINTED TILE EDGE) TILE LIFE SAFETY WALL MIRROR - (D — I WOOD 5LKG. IN Al 42' AF.F. (U,O.K) BCER ENGINEERING INC RE.- INTERIOR WALL TA4 5-N 24' TOWEL BAR CFCI ARVADA,COLOR-ADO DESIGNER Al STONE WALL TA5 B-P SHOWER DOOR TOWEL BAR 34' AF.F. (U.0,K) CFCI 7 TILE tu GYP. BOARD '0'- TAro NOT USED FAINTED STONE WALL WOOD 5LKG. IN � Lu -TILE WALL w -10 2'-4' AF.'F.'s MASTERTU13S (U.0. )C�CI PROJECT NUMBER 2091100 SINK FAUCET > FU_j I (y 0 TA5 MIRROR(S)(O.C. ABOVE VANITY MOUNTING HGT. RE.- INT. DES. MI ISSUE REVISION DATE TUB FAUCET 4 TUB FAUCET 4 SINK(S))(LOCATE BY RE.- INT. DES., TA3 —CONTROLS L J CONTROLS TA9 5-W I �, � � � � , 4'-6' A.F.F. (U.O.N.) CFCI -4�- (O.C. ABOVE VANITYAT LIM WALL- 0Z 7 WOOD 5LKG. IN t" q STONE - 1;t WALL AT BACK m INT. ELEV. (CLUB UNITS ONLY) 5ACKSPLASH SHOWER WALL - - - - - - V-VARF. (U.0,K) EQ. EQ TRIO 5-S SHOWER CURTAIN ROD CFCI STONE V-10 1. 51-61 ARF, (U.0,K) W th TAI as] IRON CADDY (1)AT ALL UTIL. RVIS cFCI 5ACKSPLASH th TA12 CLOTHESLINE V-VARP. (U.O.N.) WITHIN mi 4 COUNTERTOP— P -STONE TILE SHOWER WOOD C14 EASE TA13 SAFE (1)AT ALL MASTER CLOSETS 4'-0' A.F.F. TO TOP(U.0,K) CFGI CABINET TUB WOOD 5LKG. IN RE.- 546/A2.10.18 FRONT WALL L T O.C. A.F.F. (LI.O.N.),V O.C. ml A14 24' GRA5 BAR(VERTICAL MOUNT) 4' o MARBLE WALL AT ALL SHOWERS 4 TUBS W1 HORIZONTALLY FROM ENTRY FILL WOOD 5LK3. IN PANEL- STNE TILE SHOWERS WALL , STONE TILE WALL BASE BASE TA115 FIRE EXTINGUISHER(1)AT ALL UTIL. 4'-O' AF.P. (U.O.N.) CFCI GUEST �f�-'eTHROOM GUEST 5ATHROOM Ed RMS REFER TO SECTION 10522 FOR GUEST 5ATHROOM *1 5ATHROOM DESCRIPTIONS rq--� E LEVATION ri o- ELEVATION TAIro 2Y4' WALL PURR OUT AT POCKET DOORS RE. 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' ■■ I ■■ I • no --_• A.F.F. 2 - ,•.•• I A 1t~"'� 2'-9* • - - - - - - - --- -- W �N � 1 �1 ' / w� ' ' I' ■ ' ' •••• --, 1 -- - - - ,-r- � = KX .:y A.F.F. 3._°, I 31-ON 3 / I w,u, T1' OWNER DEVELOPER —O I 2.C5. 91+0 VAIL RESORTS j DEVELOPMENT t I A.F.F. _ A.F.F. _ _ A F.F M M M COMPANY -� - o - - - - - - L - - AVON,COLORADO ' - NNN A.F. - - - � - A.F.F. - ' - -�- - - - - - , - - - - - - - - - - NNN.4 DESIGN ARCHITECT 1 I I I I I I I m I BNNN.8 2 0 - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - — I - - - - - - - - - - - - - - - - - - - - PPP Denver, Colorado ARCHITECT I I I I I O RECORD GLOVER M SMITH BODE INC I I I I I I I I OKLAHOMA CITY,OKLAHOMA I I I � I CIVIL ENGINEER ALPINE ENGINEERING,INC I VAIL, COLORADO LANDSCAPE ARCHITECT N cD E GROUP BURLINGTON,VERMONT 54 55 51 L0 61 61.5 61.9 62 65 (D 66 61 69 10 11 m m m STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, INC HOUSTON,TEXAS REFLECTED CEILING FL AN 3 C d MECHANICAL ELECTRI CA L PLUMBING ENGINEER ABS U NI t 1*1 2 0 ONL Y. / 2 1 5, 32 5., 4 42 0 S IM. DENVER, COLORADO Iq p INTERIOR DESIGN 2 C� SCALE= 1/�'=1'-0' WILSON&ASSOCIATES PLAN NORTH DALLAS,TX LIFE SAFETY BCER ENGINEERING INC ARVADA,COLORADO I C L VANITY COUNTER I GENERAL NOTES PROJECT NUMBER 2094100 SINK �L �L S INK KKK 1. TYPICAL ENTRY DETAILS 4 ELEVATIONS RE: SWEET A2.10.15. ISSUE REVISION DATE 2, REFER TO SWEETS A6.1 AND A6.1.1 FOR TYPICAL FLUE DETAILS. 0 ° ° FIRE HORIZ. 3. REFER TO A2.10.1 FOR ROOM FINISH 4 DOOR SCHEDULE AND ADDT'L GENERAL NOTES, I_p — J SQ. TERMINATION CAP 4. REFER TO ENLARGED FLOOR PLANS FOR ALUM. CLAD EXT. WINDOW 4 DOOR DESIGNATIONS A.F.F. I — RE: 31A6.'1 5. ALL FIREPLACE FLUE PIPES ARE TO HAVE AY4' RISE PER 1'-0' HORIZONTAL RUN. THIS IS ° TO INSURE PROPER VENTING OF HOT GASES AS REQUIRED BY MANUFACTURER. ° I ( FIREPLACE FLUE 6. PROVIDE 1/4' WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT O RUN ABOVE CEILING REFRIGERATORS. RE q/AG.-I, 13/A6.�.1 1. MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH I I II : MECHANICAL DOCUMENTS. REFER A6.23 FOR DETAILS. 8. REFER t0 SHEETS A2.10.9 4 10 FOR UNIT REFERENCE STANDARDS. ° ` — +8'—O" I 1 _ l - Simms `A.F.F. I I MMM REFLECTED CEILING NOTES: II I I 1. RE: 9/A2.10.5 FOR TYPICAL AT UPPER COFFER TRANSITIONS AND FOYER CEILING TRANSITIONS, 2. FOR RECESSED DRAPERY TRACK RE: 1/A2.10.5 FOR FURR DOWN TRANSITIONS 017 REV # 10/19/07 69 10 11 ADJACENT t0 EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER BEDROOMS, I/A2.10.5 IS SIMILAR AT ALL BEDROOMS 4 STUDIES WITH EXTERIOR 6 015 REV #6 08/10/07 WINDOW WALLS, INDICATING POCKET. A4 013 REV #4 04/12/0 REFLECTED CEILING 3Cd C I I N� PL�� 3Cd 3. RE: 3 4 3A/A2.10.5 FOR CEILING TRANSITION t0 8' CEILING AT KITCHENS. EXCEPT NT A CLUB UNIT KITCHENS. UNITS 225/ 32 S, 4 42a ONLY 3 UNITS 220/ 32 S, 4 42a ONLY 4o RE.- 3A/A2.10.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND 4 D SCALE: 1/4"=1'-0" 4 © 2C� SCALE: 1/4'=1'-0' WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS, 5. SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED " PER FOOT IN WHOLE PLAN NORTH PLAN NORTH OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE HEIGHT VARIES. OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM GENERATORS ARE TO HAVE LEVEL CEILINGS. (o. EXPOSED TO STRUCTURE AT MECHANICAL CLOSETS. 1. PENDANT LIGHT FIXTURES ABOVE KITCHEN BAR TO BE 2'-6' ABOVE BAR EAST WING .�= COUNTERTOP U.O.N.. PENDANTS TO BE HORIZONTALLY EQUALLY SPACED OVER NO TRUE BAR WITH FIXTURES ADJACENT TO CABINETS, TO CLEAR CABINET DOOR SWINGS, PRE-MARK 4 VERIFY ALL LOCATIONS W/ INTERIOR DESIGNER. RE: INTERIOR RPROJECT KEYPLAN 6 ELEVATIONS. FEB Z6 zoos 8. ADDITIONAL GENERAL NOTES AND LEGEND REFER SHEET A2.0.1. Q ro 9. IN COFFERED CEILING AREAS, THE CEILING HEIGHTS ARE INDICATED AS 10'-01. 0 � ��1►t Colorado THIS NOTE IS TO ADVISE THAT THE INTENT of THIS WEIGHT INDICATION IS t0 INSTALL ¢ UNIT 3Cd M THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. REFLECTED N i 10. REFER SWEET A2.0.1 FOR UNIT LIGHTING LEGEND. co CEILING PLAN Cl 11. AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE t0 CENTER OF ROOM AS IN POSSIBLE W/ SMOKE DETECTORS ADJACENT. 12, ALL UPPER KITCHEN CABINETS TO HAVE UNDER CABINET LIGHTING. A2 * C5e2 uSCALE. 1/4' s 1'-0' N Q 0 2'-0' 4'-0' 8'-0' O1 V V' O) 4'-ql 12'-1 IN 3'-6' 5'-10' 1 3'-1' P21 m EQ. 2'-0' L EQ. 11 -q 1/2' m TAl I m 6'-2 1/2' EQ. EQ. — — — — — FFF P21 P5A P5 o 1(5EV ''''Iiiiiiiim O 2'-3' I 10/lq/O�1 I _ TOILET C r I TUB O tAq TAI U� ! o o I — \, REFRIGERATOR P5 w rAl i Aib — — — — — — — — — — - N VANITY REMOVABLE BASE `l' I I cn € � COUNTERTOP � ! CABINET (BELOW - - - - - - P5 — — — I A2.C5 4 - 6 I 3 2 TA3 ,n O tAq COUNTER SINK) EXHAUST _ ! A2 C5 4 A2.C5.4 _ _ O ~ Q -- - - -- WOOD-- I �,, N I 4 N `;' — U 8 R4NGE 4 OVEN ft MICi�20WAVE �4 A2.C5.4 I O A w A2.C5.4 N AZ G5 3 U AT PEN SHELF -1 O I P5A SLOPES i� I r I I O 5 A2 C5.4 m KITCHEN :� i TUB TAl I I w �•�'•4 `^ WASHER SINK A2�G�i3 rn WIN .CHILLER I _ TO DRAIN a I ! P14 - - - (X 6 3'-X11/2' I m A2.G54 w - I r VANITY I O Q COUNTERTOP V V - u ' u O P21 — TAl N ^ 10 H I /\ ! 0 I � N TA2 m a L — — 114' MTL. STUD Z \ - I ral rat \ I WORKSURFACE N I G � � �� \'' O COUNTERTOP 114' MTL. SCUD \_ ___�\ � I\� \��:. - --I - - G !�1 N '1�\ \ \ - �� - �p TOP EDGE OF EQ. EQ. P5 r"1 H TYP. 1 IN STEEL 'L' BAR COUNTER- EQ. EQ. x BR,4CKEt SCREW 4 I/2' EQ 2'-O 1/2' EQ. 1/2' TOP 10` 21-01(p q' ATTACHED TO PIPE 4 6'-10' 2' V-4' cLR — KKK FLOOR FLOOR AT BOTH � 3'-�' 6'-O' 3'-5' I SLOPES EQ. EQ. T �/ SIDES 2 1/2' 1'-3` t4 1/2' 13'-5' TO DRAIN I -1'-10 1/2' OF PIPE 11'-3 1/2' TYP, 2' 5Q. C5.3 HATCHED AREA - 61 METAL PIPE UNDER STONE TOP, STEEL PLATE WELD 54 55 57 ATTACHED TO OWNER/DEVELOPER ENLARGED FLOOR PLAN SQUARE PIPE ENLARGED FLOOR PLAN l E FLOOR PLAN # # VAIL RESORTS rj -,� KITCHEN 2 1 MASTER 5ATH C 12 S ONLY) 3 #2 MASTER 5ATHROOM DEVELOPMENT 2.c5. SCALE: 1/2'=1'-O' 2•c5• SCALE: 1/20=11-01 SCALE: 1/2'=V-0' 2.c5. COMPANY 60 AVON,COLORADO EQ. 2'-0' EQ. 8' 2'-0' 10' 64 !o -1 1/2' 1' �ijq EQ EQ DESIGN ARCHITECT P5 P5 5'-11/2" 4 6' S'-I 1/2" � O I O A2 C5.5 SIM, 6 4240 N Denver, Colorado TOM ET - — — BGGG.9 —0 UB I N I j t P5 ARCHITECT OF RECORD ' TAq (' _ II , N O TOI!IET TAI COUNTERTOP I GLOVER SMITH BODE,INC O Alb I N OKLAHOMA CITY,OKLAHOMA J. O I CIVIL ENGINEER Tp4 O I I N ALPINE ENGINEERING,INC E �' A ING m d1 VAIL,COLORADO 1 A2.C5.5 -10 A2. 4 11 P5 TA3 8 I r DRYER F- — — — — — N m q TA3 A2.G5.5 A2 C5.5 I P5A I I \ LANDSCAPE ARCHITECT m BURLINGTON,VERMONT -LI A2 C5 4 A2.C5.4 O � � I S E GROUP P5A 4 A2.C5.5 A2.C5.5 I i TUB i P5 KKK STRUCTURAL ENGINEER 2 % ! HAYN S WHALEY ASSOCIATES, TA3 A2.C5.5 3 P5 I 1'-6 1/2" INC W A2 C55 � BGGG.9 � HOUSTON,TEXAS A ITY MECHANICAL ELECTRICAL COUNTERTOP - — 1'-4" C� 5'-2' PLUMBING ENGINEER TA2 TAI I 6�_6, ABS CONSULTANTS INC P13 DENVER,COLORADO TAI WILSON INTERIOR DESIGN Lu � DALLAS,MATES m N P5 I ENLARGED FLOOR PLAN LIFE SAFETY KKK UTILITY BCER ENGINEERING INC �OO� ARVADA,COLORADO ' 2.c5. SCALE: 1/2'=1'-O' PROJECT NUMBER 209100 I'-6 FLOOR ISSUE REVISION DATE 5'-7 I/2" 3'-5' 6'-6" 3'-5' SLOPES TO DRAIN \ 61.5 61.9 62 ENL PLAN ENLARGED FLOOR READ( ENLARGED FLOOR PLAN 01 5ATHROOM r;_� O WD E R ROOM 2A 01 MASTER 5ATH (41220, 320 4 42W 2.c5. SCALE: 1/21=11-00 2.C5. SCALE: 1/2"=1'-O" �_crp_ SCALE: 1/20=11-01 eATNROO"I ACCESSORIES - TYR CLU5 UNITS 2'-3' 3'-4' I.p. MARK GOpE SYMBOL DESCRIPTION MOUNTING NT. �Ap< STONE BACKSPLASH SIM. 3 2 1 4 3 5 6 TAI B-O � TOWEL RING 4'-3' A.F.F, (U.O.N.) GFGI 10 2 _q� 10 FILL 10 10 10 TA2 B-Q n ROBE HOOK 5'-b' A.F.F. (U.O.N.) CFCI FILL-1 1'-6' EQ. EQ. I'-�" ` 2'-O" 3'-1 1/2 UPPER WOOD TA3 B-M TOILET PAPER HOLDER TYP, 2'-O' A.F.F. (U,0,9)1'-1' CFGI CABINET DOORS A.F.F. TYP. At +M BATHRMS FILL FILL W/ WD. GROWN MOLDING TA4 B-N 24' TOWEL BAR 42' AF.F. (U.O.N.) CFCI UPPER WOOD TA5 B-P SHOWER DOOR TOWEL BAR 34' A.F.F. (U.OA) �I CABINET FIXED i i TA6 NOT USED o17 REV #7 10/19/07 EXHAUST HOOP FRONTS PENDANT LIGHT I I I I tA� B-R ® CORNER BASKET - SOAP BASKET 5'-O' A F.F.g SHOWERS N.O.N) CfGI "T` BUILT-IN I I I I 2'-4' A,F•F,9 MASTERTUBS (U.O. ) 6 015 REV #6 08/10/07 MICROWAVE W/ STONE BACKSPLASH OPEN TO UPPER CABINET BUILT-IN TRIM Kit L L J L I BEYOND TA MIRRORS)(O.G. ABOVE VANITY MOUNTING HGT. RE: INt. DES• ( I 013 REV # 0 /12/07 W/ GLASS DOORS 4 STONE COUNTERTOP 4 SINK(S))(LOCATE BY RE: INT. DES. UNDER CABINET ; BAR TOP W/ Q PENDANT LIGHT LIGHTING \ € �� BEVELED EDGE TILE BACKSPLASH L J L L TAq B-W I 4'-6' A F.F. (U.O.N.) �Gl „ (O.C. ABOVE VANITYAT SIDE WALL STONE COUNTERTOP v 1 i - € € q -' EQ EQ RE: INT. ELEV. (CLUB UNITS ONLY) TAIO B-S SHOWER CURTAIN ROD BAR TOP W/ - -'- EQ -EQ -` - i� FILL N 5 1/4' �" (01-81 A F.F. (U.O.N.) CFCI BEVELED EDGE 1 1 ' _ } EQ. EQ 5'-6' A F.F. (U.O.N) LOWER WOOD WOOD COOK TOP € € € 2 O TAIL � IRON CADDY (1)AT ALL UTIL. R-S CFCI (VERIFY MFR'S CABINET DRAWER STONE FRONTS COUNTERTOP TA12 CLOTHESLINE b'-8' A F.F. N.O.N) WITHIN CFCI OPEN REQ'D CLEAR) SUPPORT CL SHOWER BAR TOP W/ STONE BACKSPLASH BRACKET LOWER WOOD _ BEVLED EDGE CABINET W/ DRAWERS ® �� =T . W/ J' BEVELED TOP - - - - w �O rD TAM SAFE (1)AT ALL MASTER CLOSETS 4'-O' AF.F. TO TOP (U.O.K) FRONTS (TYP EDGE 4 EXPOSED w DISHWASHER RE: 546/A2.10.18 CFCI EAST wiry SIDES U- -1 STAIN GRADE WD. E E Q. F U - TRIM (MITERED TA14 24' GRAB BAR(VERTICAL MOUNT) 4'-b' O.C. A.F.F. (U.O.N.),W O.C. CFCI PROD \\ _ WINE CHILLER "°"'� \ x WOOD EXPOSED CORNERS AT ALL SHOWERS 4 TUBS W/ HORIZONTALLY FROM ENTRY o� O CABINET FOR WD TRIM W/ \ `V w(L -QO, '`� m -� SHEET AN CORNERS u, SHOWERS WALL PROJECT KEYPLAN EE P JU STAINED GRADE STORAGE MITERED t4G WOOD PLANKS TA15 EE FIRE EXTINGUISHER(1)AT ALL UTIL. 4'-O' A F.F. CFC1 FILL FILL FILL FILL RMS REFER TO SECTION 10522 FOR FILL FILL REFRIGERATOR TYP. WOOD FILL 3'-0' I 4' F L 1 -5 1/2 1 -5 1/2 21-01 BASE DESCRIPTIONS TA16 2Ya WALL FU1 OUT AT POCKET DOORS RE: 4 I '-O 1/2' TYP. WOOD 3 I/2" 3 1/2 ADJACENT TO ELEC. OUTLET BOXES ON q/A2.10.1 UNIT 3 C d 1 (VERIFY MFR'S 8 SINK CABINET 2 -0 BASE ONE OR BOTH SIDES N (VERIFY MFR'S FILL 1 I/2 REQ'D CLEAR) 0 DOOR FRONTS (VERIFY MRF Rs 1'-0' VARIES (RE: ENLARGED PLAN) NOTES ENLARGED REQ D CLEAR) IM (PER MFR'S REQ'D CLEAR) p M �p PLANS 8c REVIEWED ED BY I. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FU�IISHED CONTRACTOR INSTALLED C) LOWER WOOD REQ'D CLEAR) 2. BATHROOM M AT UNITS 00091,+216 4 0218 TO BE FULLY COMPLIANT W/ANSI AIIV TYPE A. AT ALL GOABINEt WAR FEB �� OTH��BATHROOM� A21 �FOR ACCESSIBLE UNSr BATHROOM STANDARD DETAILS.E APPLIED. ELEVATIONS , P DRAW TYP. 4. REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. cn STONE COUNTERTOP W/ SCALE: 1/2' = 1'-O' A2 * C5 * 3 KITCHEN ELEVATION BEVELED EDGE 8 KITCHEN ELEVATION q KITCHEN ELEVATION sAFEbuiit Colorado N Q 2.c5. SCALE: 1/2"=1'-O" 2.c5. SCALE: 1/2'=1'-O' 2.c5. SCALE: 1/2"=1'-O' 0 2-0 4-0 8-0 rn u rn 2 10 3 WE). CROWN ion WD. CROWN MOLDING MOLDING WD, CROWN 17 GYP. BOARD MOLDING PAINTED SHOWER GYP. BOARD GYP. BOARD FAINTED GYP. BOARD CEILING PURR —WALL MIRROR CEILING PURR DN, RE.- INTERIOR 1'-0' ', DN. DESIGNER 10 ,q TAI STONE TUB PLATFORM TOP, GYP. BOARD Sim TAI FRONT 4 TUB 15ACKSPASH A14 PAINTED TA9 STONE WALL PANELS WOOD 5LKG. Z A 5ACKSPLASH IN WALL EQ EQ. 2 10 SINK FAUCET _'_WOOr) 5LKG. IN WALL UNDERMOUNT WOOD 5LKG. IN WALL EQ. L EQ- Ll SINK STONE TILE STONE WALL I 15ACKSPLASH RE.- TUB I AT BACK SHOWER STONE SHOWER WALL CONTROLS SECTION DETAIL 5ACKSPLASH 4 STONE WA �" N COUNTERTOP SHOWER DOOR LL WOOD 5LKG. IN z=-Ij I E_— I - - - - - - - W1 TOWEL BAR STONE 5ACKSPLASH RE.- WALL STONE TILE TUB FAUCET 4 5ACKSPLASH TUB SECTION )4 DETAIL Z F� TRIM CONTROLS— 0 4e� WOOD 5L<G. IN STONE WALL SHOWER f 1A WALL WHIRLPOOL TUB Z_ TIL DOOR SINK WOOD PUMP LOCATION ro TUB PROFILE CAIBINET t7, 1L_ /T _Z� TU, DE J I FRONT 1 7 1 zzz_� _ u �4 0 FILL 21_9w 1--FILL + FIXED STONE L /2--ol PANEL AT TUB EQ A L EQ. SHOWER STONE TILE RAISED APRON FLOOR DRAIN WHIRLPOOL TUB _TYP. STONE 5�zs _5 1-41 EQ STONE TILE BASE AT SIDE WALL U 0 BASE 04 0 FIXED STONE LREMOVEA5LE STONE ACCESS u u PANEL AT TUB PANEL, POLISH ALL EXPOSED ~J )-.4 APRON EDGES, F'ROVDE 15'H X 20'W CLEAR OPENING FOR ACCESS TO WHIRLPOOL PUMP CONTROLS (VERIFY MFR'RS REQ'D CLEAR AND LOCATION, OVERLAP REMOVEA5LE PANEL SUCH SUPPORT CLIPS ATTACH AT EITHER SIDE OF PLYWO. *I MA STER 5ATH 01 MASTER 5ATH *11 MASTER 5ATH FACE FRAME 01 MASTER 5A'1"H L W ELEVATION 2 ELEVATION 3 ELEVATION 4 ELEVATION SCALE:,- 1/2 1=11-01 SCALE!.- 1/2"=1'-0" \Qf-.4 SCALE: 1/2"=1'-0' SCALE.- 1/2'=1'-O' STONE TILE TRIM 2 Sim. OWNER/DEVELOPER WD. GROWN SHOWER WD. GROWN 10 MOLDING HEAD WD. GROWN MOLDING VAIL RESORTS GYP. BOARD MOLDING j DEVELOPMENT FAINTED GYP. BOAR WD. CROWN GYP. BOARD COMPANY WALL MIRROR CEILING PURR 7 MOLDING FAINTED AVON,COLORADO RE.- INTERIOR DN. TAI GYP. 50ARD DESIGNER GYP. BOARD EQ- L EQ. FAINTED Ea. EQ. PAINTED TAI STONE WALL STONE TUB PLATFORM TOP, SHOWER FRONT 4 TUB 5ACKSPASH DESIGN ARCHITECT TA9 DOOR 5ACKSPLASH RE.- TUB A STONE TILE WALL PANELS SINK FAUCET AUCET SECTION DETAIL AT BACK SHOWER WALL WOOD 5LKC-s. IN WOOD 5LKG, STONE SHOWER WALL UNDERMOUNT IN WALL CONTROLS 5ACKSPLASH ----WOOD 5LKG. IN 4240 SINK WALL /-TUB FAUCET 4 JA STONE A WOOD 5LKG. IN CONTROLS FZOLS 5ACKSPLASH _7 11 X_ STONE WALL WALL -SHOWER DOOR Denver, Colorado 4 COUNTERTOP ACKSPLAS W/ TOWEL BAR U15 SECTION DETAIL ' l--- SCONE � ARCHITECT OF RECORD POCKET GYP. 50ARD DOOR 5ACKSPLASH GLOVER SMITH BODE,INC SINK WOOD CABINET STONE WALL OKLAHOMA CITY,OKLAHOMA FAINTED 7- 7-- TONE TILE FRONT TILE TOILET BASE CIVIL ENGINEER WHIRLPOOL TUB TUB PROFILE ALPINE ENGINEERING,INC AT SIDE WALL Rr REMOVEA5LE STONE VAIL,COLORADO ACCESS PANEL, POLISH FILL ALL EXPOSED EDGES, LANDSCAPE ARCHITECT BASE PROVDE 15'14 X 20'W CABINET (BELOW STONE TILE \--STONE TILE W/ STONE TILE REMOVABLE CAB. COUNTER 4 SINK) BASE BELOW CLEAR OPENING FOR S E GROUP FILL ON REMOVABLE BASE —STONE SILL BURLINGTON,VERMONT SECTION SHOWER ACCESS TO WHIRLPOOL FLOOR DRAIN STONE TILE PUMP CONTROLS (VERIFY BASE MFR'RS REQ'D CLEAR STRUCTURAL ENGINEER FIXED STONE AND LOCATION, OVERLAP HAYNES WHALEY ASSOCIATES, PANEL AT TUB REMOVEA5LE PANEL INC APRON SUCH SUPPORT CLIPS HOUSTON,TEXAS ATTACH AT EITHER SIDE OF PLYWD. FACE FRAME MECHANICAL ELECTRICAL 412 MASTER 5ATHROOM 02 MASTER 5ATHR0OM 02 MASTER 5ATHROOM 02 MASTER 5ATHROOM PLUMBING ENGINEER S ABS CONSULTANTS INC ELEVATION ELEVATION ELEVATION ELEVATION DENVER,COLORADO SCALE.- 1/2"=1'-O" INTERIOR DESIGN SCALE.- 1/2"=1'-0' �_ 4 SCALE.- 1/2"=1'-0" SCALE.- 1/2"=1'-0" WILSON&ASSOCIATES DALLAS,TX LIFE SAFETY BCER ENGINEERING INC ARVADA,COLORADO PROJECT NUMBER 2094100 ISSUE REVISION DATE 2 WD. CROWN LEQ. EQ. IL I MOLDING WD. CROWN MOLDING 15) 2'-'l* (TO GYP. BOARD 2'-1' (TO A TUB HEADER TILE EDGE) PAINTED TILE EDGE) STONE WALL WALL MIRROR Q WOOD 5LKG. IN 3 Al TILE RE.- INTERIOR WALL & DESIGNER AI 111/2" STONEWALL TILE TAI w q GYP. BOARD TAl A14 A I— IN LL CL PAINTED STONE WALL WOOD 5LKG. SINK FAUCET TILE WALL lu TUB FAUCET 4 TU5 FAUCET TA3 --CONTROLS L _J CONTROLS A C1 z U q STONE WOOL) 5LKG. IN 15ACKSPLASH WALL AT BACK �NE w U- EQ. Q. SHOWER WALL STONE TOILE '-m ff-10 - 017 REV #7 10/19/07 W u- 5ACKSPLASH 4 COUNTERTOP---P- 015 V #6 08/10/07 STONE TILE 4 013 REV #4 04/12/07 CABINET WOOD BASE WOOD 5LKC-s. IN FRONT TUB WALL J ro WOOD 5LKCs. IN PANEL WALL FILL MARBLE WALL , STONE TILE STNS TILE BASE BASE FROJE=01 5ATHROOM :01 5ATHROOM M#1 5ATHR00 101 5ATHROOM 110R� EAST W[W-2 TRUE ) ELEVATION ELEVATION ELEVATION 12 ELEVATION cr PROJECT KEYPUN SCALE.- 1/2"=1'-0" z.c5.4 SCALE.- 1/2'=1'-0" Z.c5.4 SCALE.- 1/2"=1'-0" SCALE.- 1/2 1=1 1-0 N A4 Ln REVIEWED BY UNIT 3Cd INTERIOR co CD FEB 26 2008 CD ELEVATIONS cN SAFEbuilt Colorado A2 . C5 . 4 U cli 0 21-01 41-01 81-01 rn 2 WD. CROWN M. MOLDING 0.C Ie X' SINK WD, CROWN 17 1 WD. CROWN 10 GYP. BOARD W->. CROWN MOLDING MOLDING FAINTED MOLDING GYP. BOARD WALL MIRROR CEILING RR GYP. 50AII WALL MIRROR I'-6' DEEP OPEN RE.- INTERIOR ON, 10/1q/01 r7 FAINTED— RE.- INTERIOR SHELF W1 COAT DESIGNER ROD BELOW 21-00 F/7 GYP. 50ARD DESIGNER GYP. 50AFRP F, PAINTED FAINTED SINK FAUCET 5RUSHED GYP. BOARD SINK FAUCET— GYP, 5OAf;i>D STAINLESS ROD--\ UNDERMOUNT — TAq PAINTED PEDESTAL PAINTED SINK 9-- WOOD 5LKG. IN SINK STONE — WALL &---- — STACKING 5ACKSPLASH WOOD 5LKG. IN WOOD 5LKG. IN �—WASHER 4 DRYER 4 COUNTERTOP A III WALL PEDESTAL A WALL 15EYONDIN =VA M-71 STONE WALL L —1 UTILITY CLOSET SINK DRYER WOOD 5LKG- 5ACKSPLASH RE,- IN WALL IF -4 TUB SECTION DETAIL GYP. 15OARD---� WOOD CA51NET CIL PAINTED I r FRONT W1 TOP DRAWER I A O SINK WOOD CA51NE T 0 STONE TILE TILE SASE FRONT 5AI TAI J3 L ST TU, oi� ON WASHER U 0 L I i -CIO WHIRLPOOL TUB TYP. STONE EASE FILL—1 AT SIDE WALL ` SHOWER STONE TILE STONE TILE U u loom, 4 ^ FLOOR DRAIN 0-4 EASE EASE 0-4 0-4 POWDER ROOM POWDER ROOM UTILITY ROOM SIM, 1*1 MASTER 1BATH POWDER ROOM E *22af 32a, 42a) ELEVATION ELEVATION ELEVATION ELEVATION SCALE: 1/2"=V-011 SCALE.- 1/2"=V-0" SCALE: 1/2"=V-0" SCALE.- 1/2'=V-0' SCALE.- 1/2"=V-0" OWNER/DEVELOPER SHOWER VAIL RESORTS WD. CROWN HEAD WE). CROWN MOLDING MOLDING DEVELOPMENT GYP. 50ARD —GYP. 5OARD WD, CROWN MOLDING COMPANY PAINTED PAINTED AVON,COLORADO 4 10 1'-O' L s STONE TU5 PLATFORM TOP, DESIGN ARCHITECT FRONT 4 TU5 5ACKSPASH TILE —STONE WALL WALL PANELS WOOL) 5LKG, IN STONE I - TA4 5ACKSPLASH /—TU5 FAUCET 4 WALL SHOWER 4240 tA9 CONTROLS ---SHOWERDOOR CONTROLS W1 TOWEL 5AR f 4=:�A I Denver, Colorado L STONE WOOD 5LKG. W/Z- - I 5ACKSPLASH STONE TILE TRIM IN WALL POCKET ARCHITECT OF RECORD SURROUND DOOR GYP 50ARD GLOVER SMITH BODE,INC SHOWER PAINTED OKLAHOMA CITY,OKLAHOMA 20 == r F7 E DOOR WHIRLPOOL TU5 CIVIL ENGINEER —/Z L PUMP Z— ALPINE ENGINEERING,INC STONE WALL TILE I VAIL,COLOR-ADO 11 2--0- FIXED STONE STONE TILE LANDSCAPE ARCHITECT EO, 1K EQ. PANEL AT TU5 SHOWER \---STONE TILE EASE S E GROUP EQ. 51-4N EQ. APRON FLOOR DRAIN EASE BURLINGTON,VERMONT . STONE TILE REMOVEA15LE STONE ACCESS 5ASE PANEL, POLISH ALL EXPOSED STRUCTURAL ENGINEER EDGES, PROVOE 15'W X 20'14 HAYNES WHALEY ASSOCIATES, FIXED STONE CLEAR OPENING FOR ACCESS TO INC PANEL AT TUB WHIRLPOOL PUMP CONTROLS HOUSTON,TEXAS APRON (VERIFY MFRRS REQ'D CLEAR AND LOCATION, OVERLAP REMOVEA51-E MECHANICAL ELECTRICAL PANEL SUCH SUPPORT CLIPS PLUMBING ENGINEER ATTACH AT EITHER SIDE OF PLYWD. ABS CONSULTANTS INC MASTER 5ATH FACE FRAME *11 MASTER 5ATH *11 MASTER 5ATH DENVER,COLORADO INTERIOR DESIGN ELEVATION ( UNITS 4122a, 32a, 425) ELEVATION (UNITS 8*22a, 325, 425) ELEVATION (UNITS 022a, 32a, 42a) WILSON&ASSOCIATES DALLAS,TX SCALE.- 1/2'=1'-O' SCALE.- 1/21=11-01 r SCALE: 1/2'=V-0. LIFE SAFETY BCER ENGINEERING INC ARVADA,COLORADO PROJECT NUMBER- 2094100 ISSUE REVISION DATE =017 REV #7 10/19/07 &015 REV #6 08/10/07 A013 REV #4 04/12/07 REVIEWED BY FEB 2 8 200 EAST WW-2 FROJE= NORTH TRUE SAFEbulit Colorado PROJECT KEYPLAN A4 UNIT 3Cd Ln INTERIOR ELEVATIONS rl CID CD (D f1i 1;r SCALrSCALE: 1/7' s 1'-0' A 2 . C5 . 5 Ln Ln( N 0 21-01 41-01 rn < U cn 49 49 Iq'-11 1/2' 1'-5' 6'-5 1/2' 14'-3' �'-O' 110'-3' TO _O. GRID 20 7'-10' 11'-11 1/2' 2' 'Fl « � cA � 4 4 A.F.F. c� Ply PZl Ply 2 BA i +$'-O' ° �• _ _ _ _ �� `° l A.F.F. E: a- 7:D Je Tk_ 1w CLOSE ti T14 3Ce116 8 Ti4 _ ,,V l MASTER ALL o 1 +g'_�+61-611 N I I I I I 1 I _ BATHROOM 3Ce121 I I O A.F.F. O MASTER T3 , BEDROOM 2 3Ce11� m m �, s: + LOS, L VAN I TY � ; A STE'o�, 11 I I 0 I c" __ H 11 �'-10' 8'-8 1/2' 13' -2 1/2' Ho '_1' L -�f*'° �'_ t12 5�_8� - r I I I 2 MASTE T2� b + �® d 3r P5 B THROO T6 P13 _ Ply O ,� . :: A. .F. + d :� ;n - - 3Ce113 I I n 3.Q, I O nzz _5 N � TOILET �� 0- I € T7 _ PATIO t3 L '� O p P21 _ MOVE DRAIN AS O CLOSET p 3Cell4 I I HALL $ _ON V W O I m SHOWN IN UNIT t10 1 I P22 ° " 3Cel lq 3Ce120 1 I A.F.F. O N IrIv M29 ONLY. o000 - _ A ° _ 1 y AAA. ,, ►~t • ► ►iC , P ' � + � D ° P D e D bjD 4 ► � �1 i <" 2 MAST J - - - ��$ - - 1 �.T� A7�: e P ' ADD DUPLEX 5 ` _ _ _ _ _ _ _ _ BEDROOM HALL = + A 1 OUTLET At _ 3Ce111 - - 6 � �' 8'-O" cq N � � UTIL/ I $ -O � � t-I CENTER OF I I I I t10 1 3Cel IS N MECH A2.c6.2 IE�l I i + .F.F. I / A.F.F. e ' WALL 633' A.F.F. �; 12'-6 1/2' 10 1/2' I 3'-0 2!11 I p Q 3Ce123 °'ca I` I 10 1 TO BOTTOM OF Pia 1 p A.F.F. _ I '_O, L COVERPLATE IN cb. LOSET _ L P5 _ _ _ _ �- ; �';��I m B• � A.F.F. WORIZONTAL I 3Cei12 P5 a I POSITION. T t25 � . I I � EEE - e CLOSET �dATlHIRM T1 OWNER/DEVELOPER I 3Ce124 3Ce108 I I PI3 TI 6 I Pet 1' 411 �I � � � I I � � � 2'-q /2' N ) I 1 � 1 .�0.1, VAIL RESORTS 13 3 /2 8 5 1/2 4 -1 6 -10 1/2 3 -8 o , 1 DEVELOPMENT I I MECH FOYER +$'-6' +q'-O' r COMPANY = a t3 3Ce110 3Ce100 A.F.F. 1 A.F.F. I AVON,COLORADO fm - DCCC.C� FFF ry - - °l - I I DESIGN ARCHITECT 6 B DROOM PIS N ��5�° '�'��' - _ /� HATCHED AREA TYP. 3Ce106 2 T2B P5 HALL 3 �a'0 , � , - � U ' 1 - DESIGNATION OF R-11 P13 P5A _ 3Ce101 I UNFACED GATT INSUL. 4240 +$'-01 S ABOVE CEILING ASSEMBLY T10 -' I r I L 0 h W Denver, Colorado CLOSE W _ A I# O I I 3Ce101 MECH � '�=`� � � ARCHITECT OF RECORD T� I 3CelOq , I OKLAHOMA G CITY BODE,INC <r F I I o0o R14 A 1# O m , Ili P5 KITCHEN i FIREPLACE FLUE HORIZ. �.�' CIVIL ENGINEER �' '_ 1�' ALPINE ENGINEERING,INC a° R14 SQ. TERMINATION CAP, �3- VAIL,COLORADO L - � _ _� �� 31y�104 -_�= _� .� •� I r 31A6.1 N I I I I 9�gl„II I -�' 1 1-91 EQ EQ LANDSCAPE ARCHITECT S E GROUP C 15 14 s" �T+��S BURLINGTON,VERMONT K �`- _ - : - FIREPLACE FLUE UP - AND OUT WALL BEHIND I i �' _ 57 IIAYNES WHALE ASSOCIATES, STRUCTURAL ENGINEER RE: 15/A6.1, 1/A6.1.1 _ _ 57 I INC ° - u I R 13 ,�J 2�-q' 2'-q~ 1 HOUSTON,TEXAS R13 � � � . I i s 6 1 3 1/ 2 1/2 ` MECHANICAL ELECTRICAL 12'-q' S'-3 1/2' 3'-41/2' "4 L B PLUMBING ENGINEER N ABS CONSULTANTS INC DENVER,COLORADO DINI G ROOM P14 / ( A.F F. - I I I WILSON&&ASSOCIATES to s lrl. 3Ce1 2 �n - } DALLAS,TX LIFE SAFETY � +1 ,_O, BCER ENGINEERING INC M J,, I- M - - ARVADA,COLORADO 1 REVIEt ED Y N N N.4 - E - - - N N N.4 �s, _ _ 5' '6' 2'-6 PROJECT NUMBER. 2094100 i R OM ` 4 I dC 2 2 2099 7 . .., N 3C 03 � ISSUE REVISION DATE NNN.8 - � - - - - - NNN.8 ��1;1��±11 Colorado \ I QQQ.4 I 1 ( I - - `` - - INTERIM PRINT REVISION RL RM �o, I �A?r'o I I RL I \\ 19 TOV REVISIONUPDATE 10/05/09 I fs '-2 1/2' GRID 620 �� \ ASI %0 (11-21-08) Al RFP 109 R1 08/19/09 POOL PATIO PARTIAL o• ��, ,�, a -I RM \ o ASI #(00 (12-05-08) PLANS ONLY RFP#109 07/30/09 WGT. WALL BELOW `�i ��• ® %. I • LINE ABOVE _ \�� IN 1 RFI#1761 08/12/09 PARTIAL HEIGHT WALL - I I ASI#77 04/06/09 BELOW �g a I �` I _ _ _ REFLECTED CEILING NOTES. ,-- BALC Y LINE 12/12/os BSSS.3 o* I I \\\�� ABOVE 1. RE: q/A2.10.5 FOR TYPICAL At UPPER COFFER TRANSITIONS AND FOYER I ASI#038 07/10/08 CEILING TRANSITIONS. r- r- r- r- r- r- r-�r r-fir- � L - � I 2. FOR RECESSED DRAPERY TRACK RE. I/A2.10.5 FOR PURR DOWN TRANSITIONS ARFI#721 06/25/os BSSS.4 -! L-JL-JL-JL-JL-JL-JL JL-J JL- ADJACENT TO EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER 017 REV #7 10/19/07 ` f o BSSS.4 BEDROOMS. I/A2.'10.5 IS SIMILAR AT ALL BEDROOMS 4 STUDIES WITH EXTERIOR I/2' t WINDOW WALLS, INDICATING POCKET. Ac, 015 REV #6 08/10/07 PARTIAL HEIGHT WALL � \10' ION q' EDGE OF PATIO 3. RE: 3 4 3A/A2.10.5 FOR CEILING TRANSITION TO 8' CEILING AT KITCHENS. EXCEPT 5 014 REV #5 05/04/07 NOT AT CLUB UNIT KITCHENS. 013 REV #4 04/12/07 SIDEWALK RN 48 50 51 52 N 53 54 55 'n (0 4. RE: 3A/A2.10.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND 4 8 ao 50 51 52 c_i 53 54 WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS. RP m 00 m m RN m LO 5. SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED 1/2' PER FOOT IN WHOLE m m m RP OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE m m HEIGHT VARIES. OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM GENERATORS ARE TO HAVE LEVEL CEILINGS. FLOOR PLAN 3Ce Nh' REFLECTED CEILING 1 � 6. ALL AN C IL I l u M C AN A C ETS: IN THICK DUCT LINER 6 ROOMS PLAN FROM GARDEN LEVEL THRU 4TH LEVEL. EXPOSED TO FIREPROOFED STRUCTURE AT UNIT # 129/ SIM. x'22 2 °I #3 2 °I # UNITS # # # 5tH 4 6TH S. , , , �2 � , 12 � S � LEVEL 2•�• SCALE: 1/41=11-0 1 PLAN NORTH 2.C6' SCALE: 1/4"=1'-O' COUNTERTOP U.O.N.. PENDANTS TO BE HORIZONTALLY EQUALLY SPACED OVER EAST WMG PLAN NORTH BAR WITH FIXTURES ADJACENT TO CABINETS, TO CLEAR CABINET DOOR SWINGS. NORnil NOR1H TRUE � � N0�-ES. *REVISION I GENERAL NOTES APPLIES TO ALL PLANS A 1# O I -MA RI Y ALL LI H FIXt LOCA IONS WITH I E 10 EVA O S ND NORIHPftOJECT KEYPLAN OF THIS SHEET. FURNITURE PLANS, FOR OWNER/ARCNITECT APPROVAL PRIOR TO INStALLTION. 1. TYPICAL ENTRY DETAILS 4 ELEVATIONS RE: SHEET A2.10.15. NOTE. 6 q. IN COFFERED CEILING AREAS, THE CEILING HEIGHTS ARE INDICATED AS 10'-0'. 6 2. REFER TO SHEETS A6.7 AND A6.�.1 FOR TYPICAL FLUE DETAILS. REVISION -I GENERAL NOTES: THIS NOTE IS TO ADVISE THAI THE INTENT OF THIS WEIGHT INDICATION IS t0 INSTALL 3. REFER TO A2.10.1 FOR ROOM FINISH 4 DOOR SCHEDULE AND ADDT'L GENERAL NOTES. 1. WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO THE SCHEDULED FLOORING MATERIAL IS t0 BE RUN UNDER THE CABINETS AT THE THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. UNIT We 4. REFER TO ENLARGED FLOOR PLANS FOR ALUM. CLAD EXT.' WINDOW 4 DOOR DESIGNATIONS OUTSIDE FACE OF STUD. REFRIGERATOR, WINE COOLER, DISHWASHER, TYPICAL. ALSO RUN FLOORING MATERIAL UNDER 10. REFER SHEET A2.0.1 FOR UNIT LIGHTING LEGEND. UNIT PLAN 5. ALL FIREPLACE FLUE PIPES ARE TO HAVE A Y4 RISE PER 1'-0' HORIZONTAL RUN. THIS IS 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED THE KITCHEN SINKS AND AT WORK AREAS HAVING KNEE SPACES AT FLOORING UNITS, TYPICAL. 11. AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS TO INSURE PROPER VENTING OF HOT GASES AS REQUIRED BY MANUFACTURER. DIMENSIONS TO NEAREST GRID (AT PLANS W/ STEEL GRIDS). POSSIBLE W/ SMOKE DETECTORS ADJACENT. & REFLECTED 6. PROVIDE 1/4' WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). KITCHEN/APPLIANCE MODIFICATIONS ARE TAGGED 4 CLOUDED ON THE DRAWINGS AS ASI X60. 12. ALL UPPER KITCHEN CABINETS t0 HAVE UNDER CABINET LIGHTING. CEILING PLAN REFRIGERATORS. 4. REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT THESE CHANGES ARE TO BE PRICED AS PR'"44 AS ISSUED BY GSB-INC. 1. MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH PLAN(S). MECHANICAL DOCUMENTS. REFER A6.23 FOR DETAILS. 5. BALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED A2 * C691 8. REFER t0 SHEETS A2.10.9 4 10 FOR UNIT REFERENCE STANDARDS. ELSEWHERE IN DRAWINGS. SCALE. v4' = 1'-0' 2'- O O' 7.01 8'-0' 48 4q 50 51 54 55 13'-2 1/2' L L &'-4 1/2' FLOOR SLOPES L EQ L EQ. TO DRAIN EQ. E L 0.) P27 SLOPE 14'-3' -0 1/2' Fo /2 EQ. EQ. EQ E Q:- F21 10/19/01 XX P5 Tol I_ET J. CTXI) L P13) \_VA,41TY tAl CC�INTERTOF I P5 F_ F1 A -EXHAUSTI CP5 w TUB El II i I - a WOOD V ey MICROWAVE A2 C6.2 RANGE OVEN 11 EE 13 CL TOILET A2.Cb.3 AV OPEN SHELF ON w Lu 4 TA3 Cfo.2 62.cb 3 A2.C(2.3 L L] - - - - - - - P21 q om KitcwtN 8 3 SINK - - - - - - - - - - A2.Cb 2 L WINE CHILLER DISH_ WASHER lo :0 L i4) SLOPES N F tu CLR's A2 cb. FLOOR '-q 1/2' V 1 TA3 LL A2.Cb.3 TA4 TA2 TO DRAIN 0 A2.Cb 3 )..4 VANITY 0 N u -u-- H Q�)K TAI COUNTERTOP E� - I I I TA2 N H TA4 4- j 1Y MTL- STUD rofm EDGE OF WORKSURFACE COUNTERTOP TOP EDGE OF w TUB 4 1/2-' EQ. 2'-C 1/2' EQ. 4 1/2' BAR COUNTER- I d I TOP Lu p 1 W 2'-5 1/21 41-01 rol-101 (;-: WATCHED AREA 4. ro'-5 1/2' 2 1/2,'_ ! \1-2 1/2 UNDER STONE TOP, EQ. L 31-11 EQ. F A STEEL PLATE WELD - 4 ATTACHED TO TYP, I J' STEEL V S(2UAF;Er= PIPE 1'-2 1/2' 3'-1 1/2' 31-51 4 $1 BRACKET SCREW - J ATTACHED TO PIPE 4 T r r TAI C6 FLOOR AT BOTH SIDES 14' 3' 14- EQ.- m or- PIPE 61-21 OWNER/DEVELOPER 9 t TYP. 2' SQ. METAL PIPE IV-2 1/2' VAIL RESORTS ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR PL AN DEVELOPMENT COMPANY KITCHEN *12 MASTER 5ATHROOM 4`2 MASTER 5ATHROOM AVON,COLORADO SC;ALE.- 1/2"=V-0" SCALE.- 1/211=11-011 5C:ALf=-.- 1/21=11-01 DESIGN ARCHITECT 50 51 52 L ( 4240 TAI 50 51 52 Denver, Colorado ARCHITECT OF RECORD tA4 P5 (A. GLOVER SMITH BODE,INC f TA3 VILE CIVIL ENGINEER ALPINE ENGINEERING,INC zz VAIL,COLORADO 0.14 OH Fli cb.3 3 2 1 1 LANDSCAPE ARCHITECT cro. S E GROUP C6.4 BURLINGTON,VERMONT C6'4 1 A2.a. C63 -J. 3 OR STRUCTURAL ENGINEER HAYNES'WHALEY ASSOCIATES, STACKING t, P21 WASPER 4 INC VANITY Al HOUSTON,TEXAS COUNTERTOP DRY�R F- — — — — — 1 0-1 11 SINI K I MECHANICAL ELECTRICAL TA2 PLUMBING ENGINEER tAl E: AAA ABS CONSULTANTS INC 7 DENVER,COLORADO t> INTERIOR DESIGN WILSON &ASSOCIATES C14 DALLAS,TX LIFE SAFETY P2 BCER ENGINEERING INC r ARVADA,COLORADO a. 61-2' 21-01 q'-r" 1, 10'-2' PROJECT NUMBER 2094100 L ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR RLAN ISSUE REVISION DATE GUEST BATH POWDER ROOM UTILITY ROOM ��-cjll SC:,4LE.- 1/2"=V-0" '\A�. . SCALE.- 1/2"=V-0" C jb SCALE.- 1/21=11-01 PIEVIRVED BY FEE 2 6 2008 SAFEbuilt Colorado BATHROOM ACCESSORIES - TYR CLUB UNITS MAW CODE SYMBOL DESCRIPTION MOUNTING HT. REMAW UPPER WOOD 4 UPPER WOOL) r3\S I M. TAI 5-o -I- TOWEL RM 4'-3' AF.F. (U.O.N.) CFCI CABINET DOORS CABINET FIXED 21-qm 10 TA2 5-Q m ROBE NOOK 51401 A.F.F. (U.O.K) CFCI W1 WD. CROWN 1 1/2" 7 TA3 5-M Cjj TOILET PAPER HOLDER TYR 2'-O' AF.F. (U.0,K) V-1- CFCI MOLDING FILL-A 2'-0 (L' at-Ol/ L FILL FRONTS FILL I'-(o" EQ, EQ. jr-FILL A.F.F. TYR AT 01 BATHWS —WOOD CROWN TA4 5-N 24' TOWEL BAR 42' AF.F, (I.I.O.N.) CFCI w MOLDING RE., I I I TA5 B-P SHOWER DOOR TOWEL BAR 34' A.F.F. (U.O.N.) C�CI 3IA2.10.ro OF 0 1 1 TA& NOT USED 017 REV #7 10/19/07 BEYOND TAI 5_R 14 COINER BASKET - SOAP BASKET 5'-0' AF.F.6 SHOWERS (u.O.K) cr-ci FD PENDANT LIGHT V #6 08/10/07 1. r-L-\ F� 2'-4* AFAG MASTERTU5S (U.O.N.) PENDANT LIGHT MICROWAVE AT EXHAUST HOOD 1 f I OPEN SHELF STONE 5ACKSPLASH FL\ TILE 5ACKSPLASH L-A L L-A TA8 MIRIRMS)(O.c. ABOVE VANITY MOUNTING HGT. R�- INT. DES. CFCI A4 013 REV #4 04/12/07 UPPER CABINET L L-A L EQ. Q. L SINK(S))(LOCATE BY RE,- INT. DES, LOWER WOOD W/ GLASS DOORS STONE COUNTERTOP 4 41-0- 6 1 1 k 0 CABINET DRAWER 4 UNDERCAIBINET BAR TOP W/ - EQ. EQ. TAq 5_14 T 'tWS �c 4'46' AF.F. (U.O.N.) CFCI oo BEVELED EDGE FRONTS (TYF) I'N ILL LIGHTING STONE (O.C. ABOVE VAMNITYAT SIDE WALL L WOOD -_INT. ELEV. (CLUB UNITS ONLY 21-01 \ j REFRIGERATOR COUNTERTOP 4 SUPPORT 19 5 1/4' CA LL -S 61-81 AF.F. (U.O.N)(VERIFY MFR'S BAR TOP W/ TAIO 5 SHOWER CURTAIN ROE) CFCI REQ'D CLEAR) FILL COOK TOP 15EVLED EDGE— u- LOWER WOOD A2,10.& MICROWAVE W/ Y_ CA51NET DRAWER >4 rol-81 A.F.F. (U.O.K) WITHIN ju TA12 CLOTHESLINE CFCI BUILT-IN TRIM KIT V OVEN FRONTS STAIN GRADE WD. I=Q = CL SHOWER w P — Ea EQ. L 0 L L W LOWER WOOD m STONE 1BACKSPLASH A EXPOSED COFu1`lERS)__ TA13 SAFE (1)AT ALL MASTER CLOSETS 4'-O' AFF. TO TOP(U.0,R) CFCI STONE CABINET DRAWER 77- HE;! W1 J'" BEVELED TOP cq RE: 54roIA2.10.18 COUNTERTOP EDGE 4 EXPOSED DISHWASHER EAST WIW3 W1 BEVELED FRONTS (TYP) w 24' GRAB BAR(VERTICAL MOUNT) 4'-(o' O.C. A.F.F. (U.O.N.),ro' O.C. CFCI PROJ= R� SIDES LL STAINED GRADE NO WINE CHILLER AT ALL SHOWERS 4 TUBS W1 HORIZONTALLY FROM ENTRY NO= T4G WOOD PLANKS WOOD w SHOWERS WALL EDGE WOOD 10 w TRUE PROJECT KEYPIAN EDGE CABINET DOOR BASE WD TRIM W1 C14 0- U) r r FRONTS CORNERS U==44 �_ TA115 FIRE EXTINGUISHER(I)AT ALL UTIL. CFCI lY MITERED TYP. WOOD I R TO SECTION 10522 FOR 1/2 _0 BASE ,P3 1/2' Ed RIS DESCRIPTIONS 2 FILL- -FILL FILL--,�, TYR. WOOD ,--FILL 1'-0' VARIES (RE.- ENLARGED PLAN) L TAIro 2Y4' WALL FURR OUT AT POCKET DOORS RE.* �4 � FILL 41 0- FILL-,, F I FL_ BASE ADJACENT TO ELEC. OUTLET BOXES ON q/A2,10.1 2� ASE V-5 1/2' ILL 2'-0 Ir/2 1/2' ONE OR 50TH SIDES UNIT Ke c') 0 �-21-11 1 'n I' (VERIFY MFR'S ENLARGED (VERIFY MFR'S SINK CABINET NOTES. N REQ'1) CLEAR) REQ'D CLEAR) DOOR FRONTS I. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED PLANS & co 2. BATHROOM 01 AT UNITS 4009,0216 4 0218 TO BE FULLY COMPLIANT W1 ANSI A111.1 TYPE A. AT ALL CD (PER MFR'S (VERIFY MfZJ`RS LI C) ELEVATIONS OTHER MT BATHROOM 01,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED.REQ'D CLEAR) REQ'D CLEAR) REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. CN 3. REFE KITCHEN KITCHEN KITCHEN KITCHEN 1 4. REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. _0 SCALE.- 1/2' V-O' A2 . C 6 . 2 C14 UK ELEVATION ELEVATION rq ELEVATION ELEVAT O U C H L FE a. I�1/2 L' _r2 C N SC:ALE.- 1/2"=V-0" of < SC:ALE.- 1/2"=V-0 SCALE: 1/2 =1 -0 SC:ALE.- 1/2 0 0 21- 41-01 cyl U ce rn WD. CROWN MOLDING GYP. BOARD FAINTED WD. GROWN 2 MOLDING WALL MIRROR GYP. BOARD 3 O.H. GYP. BOARD RE.- INTERIOR PAINTED 10 FAINTED DESIGNER SHOWER HEAD WD. GROWN STONE MOLDING TAI ...... 5ACKSPLASH 10/19/01 10 4 COUNTERTOP 4 TAI GYP. BOARD TAl TA2 —STONE TUB PLATFORM TOP, 10. SHOWER PAINTED FRONT 4 TUB 5ACKSPASH SHOWER— .5ATWROOM ACCESSORIES TYR CLUB UNITS DOOR WALL PANELS DOOR TAq WOOD 5LKG. EQ. EQ- L MARK CODE SYMBOL DESCRIPTION MOUNTING WT. REMARK SHOWER SINK FAUCET IN WALL TUB FAUCET 4 WOOD 5LKG. IN 4'-3' AFF, (U,OK) CFCI CONTROLS STONE T41 5-0 -1- TOWEL RM WALL CONTROLS 1+-INDERMOUNT 5ACKSPLASH I t r TA2 5-Q ROBE HOOK V-VA.F.F. (U.O.N.) CFCI SINK EQ EQ. TA3 5-M TOILET PAPER HOLDER TYF. 2'-O' AF.F. (U.O.K)I'-1' Mi ICI 7 STONE WALL AF.F. TYP. AT +� BATHR1'1S Z F...1 TILE 42AF.P. (U.O.K) -4 24' TOWEL BAR CFCI WOOD 5LKG. _z_/_z_z 7A5 5-P SHOWER DOOR TOWEL BAR 34' AF.P. (U.O.N.) IN WALL POCKET CFCj TA& NOT USED O DOOR WOOD 5LKG. GYP. BOARD zo , 11, - - _4 �- 19--- IN WALL TAI 5-R CORNER BASKET - SOAP BASKET 51-01 A.F.F.6 SHOWERS (U,O.K) PAINTED GFCI CA, TOIL WHIRLPOOL TUB 2'-4' AF.F.6 MASTERTU56 (U.O.N,) 0 PUMP TA6 MIRROR(S)(O.C. ABOVE VANITY MOUNTING I*T. RE.- INT. DES, CFCI TILE 0� E", SINK(S))(LOCATE BY RE.- INT. DES.WALL J, -Cie FILL STONE TILE 21-00 TAq 5-W U L 21 21-qm L 4'-WARF, (U.O.N.) CrIci 0.4 SHOWER 4 WOOD BASE TYP, 4 (O.C. ABOVE VANITYAT SIDE WALL u FLOOR DRAIN FILL IT— BASE EQ, 41 Q. 4 SHOWER FLOOR RE.- INT. ELEV. (CLUB UNITS ONLY) u Q.— DRAIN - - - . I EQ. - - - - - - - - REMOVEA15LE STONE ACCESS PANEL, POLISH TRIO 5-S SHOWER CURTAIN ROD V-VARF. (U.O.N.) CFCI 1 Z a ALL EXPOSED EDGES, PROVIDE 15'H X 20'W TAII IRON CADDY (1)AT ALL UTIL. RMS 5-4- A.F.F. (UOK) CFCI WOOD CABINET CLEAR OPENING FOR ACCESS TO WHIRLPOOL TA12 CLOTHESLINE (01-VA.F.F. (U.O.N.) WITHIN CFCI FRONT W1 TOP DRAWER PUMP CONTROLS (VERIFY MFR'RS REQ'D SHOWER SINK WOOD CABINET CLEAR AND LOCATION, OVERLAP I FRONT TYP. R.EMOVEA5LE PANEL SUCH SUPPORT CLIPS FIXED STONE TA13 SAFE (1)AT ALL MASTER CLOSETS 4'-0' A.F.F. TO TOP(U.O.N.) CFCI W !"'� ATTACH AT EITHER SIDE OF PLYWD. FACE PANEL AT TUB RE.- 546/A2,10.18 FRAME APRON TA14 24' GRAB BAR(VERTICAL MOUNT) 4'-6' O.G. A.F.F. (U.O.N.),6' O.C. MI 1*1 MASTER 5ATHROOM 01 MASTER 5ATHROOM 01 MASTER 5ATHROOM AT ALL SHOWERS 4 TUBS W/ HORIZONTALLY FROM ENTRY ELEVATION r2-,� ELEVATION ELEVATION SHOWERS WALL TA15 FIRE EXTINC-AJISHER(1)AT ALL UTIL. 41-Ol A.F.F. (U.O.N.) FE GFGI SCALE.- 1/2"=V-0" SCALE.- 1/2"=1'-O" SCALE.- 1/2'=11-0 1 F41S REFER TO SECTION 10522 FOR C�63 I DESCRIPTIONS TAIro 2Y4' WALL PURR OUT AT POCKET DOORS RE.- ADJACENT TO ELEC. OUTLET 50>(ES ON q/A2.10.1 ONE OR BOTH SIDES OWNER/DEVELOPER NOTES.- 1. ALL ACCESSORIES CFCI U.N.O. C3-CI-CONTRACTOR RJRNISHED CONTRACTOR INSTALLED VAIL RESORTS 2. BATHROOM M AT UNITS 0009,0216 4 0218 TO BE FULLY COMPLIANT W1 ANSI A111.1 TYPE A. AT ALL 2 3 Air OTHER UNIT BATHROOM 1,FAIR HOUSING ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED. DEVELOPMENT 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. COMPANY WD. CROWN WD. CROWN 4. REFERENCE A2.10-9 FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. AVON,COLORADO MOLDING MOLDING E L GYP. BOARD GYP. BOARD WD. CROWN FAINTED GYP. BOARD CEILING PURR MOLDING WALL MIRROR— PAINTED _T DESIGN ARCHITECT DN. GYP. 5D. PAINTED RE.- INTERIOR \4" SHOWER DOOR GYP. j5OAj;F4D Z STONE TILE AT DESIGNER W1 TOWEL BAR 5ACK SHOWER PAINTED STONE TUB PLATFORM TOP, WALL FRONT 4 TUB 5ACKSPASH 4240 TAq T r(9 I TAq WALL PANELS SINK FAUCET STONE Denver, Colorado —STONE WOOL) 5LKG. IN WOOD 5LKG. 5ACKSPLASH UNDERMOUNT 5ACKSPLASH WALL IN WALL SINK EQ. EQ. III TU5 FAUCET 4 STONE TILE TRIM ARCHITECT OF RECORD STONE CONTROLS S GLOVER SMITH BODE,INK TONE WALL 5ACKSPLASW ......... ....... 4 COUNTERTOP ................... OKLAHOMA CITY,0 5ACKSPLASH TUB SECTION I L!L J I Lu DETAIL CIVIL ENGINEER FALSE CABINET DOOR CL ALPINE ENGINEERING,INC —STONE TILE AND DRAWER FRONT VAIL,COLORADO TRIM SURROUND SINK WOOD CABINET -------- TOILET —STONE TILE LANDSCAPE ARCHITECT FRONT BASE S E GROUP 13 1 r7i BURLINGTON,VERMONT WOOL) CABINET 2'-0' FIXED STONE STRUCTURAL ENGINEER WHIRLPOOL TUB TILE DRAWER FRONT (3 FILL 0 6 ro 21- 1 [ ll AT SIDE WALL BASE EQ. (1) LARGE I 'I EQ. EQ PANEL AT TUB HAYNES WHALEY ASSOCIATES, —SHOWER DOOR W/ DRAWERS) &'-ro 1/2' EQ 51-01. APRON INC TOWEL BAR STONE TILE REMOVEA5LE STONE ACCESS HOUSTON,TEXAS BASE PANEL, POLISH ALL EXPOSED MECHANICAL ELECTRICAL EDGES, PROVDE 15'14 X 20'W FIXED STONE CLEAR OPENING FOR ACCESS TO PLUMBING ENGINEER PANEL AT TUB WHIRLPOOL PUMP CONTROLS ABS CONSULTANTS INC APRON (VERIFY MFR'RS REQV CLEAR AND DENVER,COLORADO LOCATION, OVERLAP REMOVEA5LE INTERIOR DESIGN PANEL SUCH SUPPORT CLIPS WILSON&ASSOCIATES ATTACH AT EITHER SIDE OF PLYWD. DALLAS,IX *2 MASTER 5ATHROOM *2 MASTER 5ATHR FACE FRAME OOM LIFE SAFETY :01 MASTER 5ATHROOM BCER ENGINEERING INC ELEVATION ELEVATION ELEVATION ARVADA,COLORADO SCALE.- 1/2"=1'_0.' SCALE,- 1/2"=1'—O" \��_C41_3 SC:ALE.- 1/2"=V-0" PROJECT NUMBER 2094100 ISSUE REVISION DATE WD. GROWN L EQ- IL *fE0. MOLDING WD. CROWN z� MOLDING GYP. BOARD 2'-1' (TO 2'--1 (TO GYP. BOARD' • CEILING PURR TILE ED(SE) STONE WALL FAINTED DN. 0 --- TILE TILE EDGE) WALL MIRROR I TAI GYP. BOARD RF_- INTERIOR A STONE WALL DESIGNER A WOOD 5LKG. IN L 1'-0" FAINTED GYP. BOARD GYP. WALL TILE '/--(JTAI FAINTED FAINTED A STONE WALL WOOD 5LKG. IN STONE TILE EQ. EQ. WALL 5ACKSPLASH WOOD 5LKG. IN SINK FAUCET WALL WOOD 5LKG. IN---A WALL A TUB FAUCET 4 TUB FAUCET I III —CONTROLS CONTROLS L _J STON WALL WOOD 5LKG. IN 5ACKF FLASH RE.- 7 STONE 'S 71- WALL AT BACK TUB SECTION A M 5ACKSPLASH 017 REV #7 10/19/07 SHOWER WALL o� 'pz Ai W DETAIL TOILET Q. GYP. 50 STONE FAINTED ARID 5ACKSPLASH EQ 015 REV #6 08/10/07 4 COUNTERTOP WOOD STONE TILE I F MARBLE WALL CABINET SASE WOOD 5LKG. IN PANEL TUB STONE TILE FRONT WALL BASE WHIRLPOOL TUB PILL-, 11 AT SIDE WALL �[O 1/2� 2'-ro' 2 -0 4 STONE TILE STONE TILE BASE BASE *2 MASTER 5ATHROOM 1*1 5ATHR00M *1 5ATHROOM 01 5ATHR00M 01 5ATHR00M PROJE= EAST WlWs TRUE ELEVATION g ELEVATION g ELEVATION ELEVATION E L E VAT I Old °R� NOR HPROJECT KEYPLAN 061 SCALE.- 1/2"=1'-0' SCALE.- 1/2"=1'-0" \ 20•1 SCALE.- 1/2"=1'-0" C(01 SCALE.- 1/2 1=1 1-0 1 3 SCALE.- 1/2"=1'-0'1 A4 CD REVIEWED BY UNIT 3 e Ln V: cli ENLARGED 1-4 co CD FES 2 8 2000 ELEVATIONS C) SAFEbulit Colorado _0 ro K SCALE.- 1/*2' = 1'-0' A 2 . C 6 . 3 U < 0 21-01 41-01 Ol U rn C., A'. O.c: 10/19/01 WD. SINK WD. CROWN WD. CROWN 4 X MOLD CROWN ING 1 MOLDING MOLDING 17 711 (RE.- FLOOR (RE.- FLOOR WALL MIRROR PLAN) IN L FLAN) RE.- INTERIOR DESIGNER O GYP. BOARD 1'-0' L FAINTED GYP. BOARD GYP. BOARD GYP. BOARD PAINTED tAl PAINTED PAINTED Z H O WOOD 5LKG. IN I'-ro' DEEF` OPEN PEDESTAL PEDESTAL SINK FAUCET T STACKING SINK SINK A WALL SHELF W1 GOAT III ROD BELOW WASHER 4 DRYER L I DRYER BEYOND IN UTILITY CLOSET 0 WALL IN WOOD 5LKG. \kg )Z� Cr L OILET BRUSHED STAINLESS ROD u 0 TILE BASE IN STONE TILE BASE WASHER 21-01 STONE TILE STONE TILE BASE BASE F'014C)EfR ROOM O. H. f=Owr70>rzfR ROOM O. H. FO14DER ROOM O. H. UTILITY ROOM ELEVATION 2 ELEVATION 3 ELEVATION ELEVATION VZ.Cb 4� SCALE.- 1/2"=1'-0" 2.c6.4 SCALE.- 1/2"=1'-0" 2.06.4 SCALE.- 1/2"=1'-0" 2.c6.4 SCALE.- 1/2"=1'-0" OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO DESIGN ARCHITECT 4240 Denver, Colorado ARCHITECT OF RECORD GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA CIVIL ENGINEER ALPINE ENGINEERING,INC VAIL,COLORADO LANDSCAPE ARCHITECT S E GROUP BURLINGTON,VERMONT STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, INC HOUSTON,TEXAS MECHANICAL ELECTRICAL PLUMBING ENGINEER ABS CONSULTANTS INC DENVER,COLORADO INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX LIFE SAFETY BCER ENGINEERING INC ARVADA,COLORADO PROJECT NUMBER 2094100 ISSUE REVISION DATE BATHROOM ACCESSORIES TYR CLU5 UNITS LD. MARK CODE SYMBOL DESCRIPTION MOUNTING NT. REMARK TAI 5-0 JL TOWEL RING 4'-3' A.F.F. (U.O.N.) CFCI TA2 5-Q Y ROBE HOOK 5'-6' A.F.F. (U.O.N.) CFCI TA3 TOILET PAPER HOLDER TYP. 2'-O' A.F.F. (U.O.N.) 11-1- cFcl A.F.F. TYP. AT M 5ATHI;VS TA4 5-N 24* TOWEL BAR 42' A.F.F. (U.O.N.) CFCI TA5 5-F` SHOWER DOOR TOWEL BAR 34' A.F.F. (U.O.N.) CF-CI TA& NOT USED TAI 5-R CORNER BASKET - SOAP BASKET 5'-O' AFF.6 SHOWERS (U.O.N.) C:Fr_l 2'-4' AF.F.6 MASTERTUBS (U.O.N.) /1�017 REV #7 10/19/07 TAB MIRROR(S)(O.C. ABOVE VANITY MOUNTING HGT. RE.- INT. DES. CFCI 015 REV #6 08/10/07 SINK(S))(LOCATE BY RE.- INT. DES., 013 REV #4 04/12/07 4 TA9 5-w 4'-6' A.F.F. (U.O.N.) CFCI (O.C. ABOVE VANITYAT SIDE WALL INT. ELEV. (CLUB UNITS ONLY TRIO 5-S SHOWER CURTAIN ROD 6'-8' A.F.F. (U.O.N.) CFC1 4 = L T SIDE ,U�Nl TAII IRON CADDY (1)AT ALL UTIL. RMS 51-6' A.F.F. (U.O.N.) CFCI TA12 CL CLOTHESLINE 6'-8' A.F.F. (U.O.N.) WITHIN CFCI SHOWER TA13 SAFE (1)AT ALL MASTER CLOSETS 4'-O' A.F.F. TO TOP(U.O.N.) acl RE.- 546/A2,10.18 TA14 24' GRAB BAR(VERTICAL MOUNT) 4'-6' O.C. A.F.F. (U.O.N.),6' O.C. a-r-I AT ALL SHOWERS 4 TUBS W1 HORIZONTALLY FROM ENTRY PROJE= EAST Wiry SHOWERS WALL NORTH TTilIE TA15 FIRE EXTINGUISHER(1)AT ALL UTIL. 4'-O' A.F.F. (U.O.N.) CFCI PROJECT KEYPIAN IE� ED 1B FE FMS REFER TO SECTION I0E722 FOR I DESCRIPTIONS TAIro 24' WALL FURR OUT AT POCKET DOORS RE.- ZOO& ADJACENT TO ELEC. OUTLET BOXES ON q/A2,10.1 ONE OR 50TH SIDES NOTES., UNIT 3 e Ln sp �FEbUilt Colorado 1. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR RJWSHED CONTRACTOR INSTALLED ENLARGED 2. BATHROOM M AT UNITS 000q,0216 4 0218 TO BE FULLY COMPLIANT W1 ANSI A111.1 TYPE A, AT ALL 00 OTHER UNIT BATHROOM 1,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED. ELEVATIONS CD CD 3. REFERENCE A2.10-10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. 4. REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. SCALE. 1/2' c 1'-0' A 2 e C 6 . 4 U cli < 0 21-01 41-01 81-01 rn 46 47 8 50 51 52 53 54 51 FIREPLACE FLUE HORIZ. 52 SQ. TERMINATION CAP BALCONY EDGE 46 47 48 50 RE.- 31Aro'1 0315 4 0415 GI OF SLAB FIREPLACE FLUE RUN ABOVE CLG. BALCONY EDGE 0318 4 0418 BALCONY R .. CilAro,-1, /A6.1.1 OF SLAB I - I _�- - — - — - -t— - — - _�_ —?- — II 4 r HANDRAIL BALCONY LINE LIME ABOVE BALCONY ABOVE 0 II HANDR,41L BALCONY �4 "1 10— II BALCONY 0� 1:fi3 p y f (0 U �T1 Oa I u G u G3 A Ir 5 (0 X 5 4 F" I HA F_7+ I P5 INN Mgt L 121-21 14 S 1 09111 1 12 8 1 ° fr A WALL H :AC> I � - FI - - - O - - - - H 10/A2.10.I ta W4LL r LIVING q 02 MASTER 10/A2.10.1� � I � _ ° � W BEDROOM A.F.F. BEDROOM ROOM .10.1 1 MASTER ROOM A.F,F. zo I I j2CbIOqj Fk 'qu R5A r 21-(ol 3 2._8. A5 ;7 2,C1, 2'-6' CED OWNER/DEVELOPER C25 ------ tp - M VAIL RESORTS DEVELOPMENT FIB) 7 COMPANY II 1 T12 0 ' DINING C10.18 L CLOSET ROOM CLOSET AVON,COLOR-ADO '- 2Cb106 I 1 -1 *No : I�"_! / I I (j) / %. - A16 0 j2CbI X31 1- 11 - - �d I J I I al Op _u IF-- r, TO 7 S-) A. f;;;. 1+ �-1, m DESIGN ARCHITECT IIIIIIIII ME IIIIIIIII NO I WIN Em WIN IJ F__ I III I --"V- >_ II KITCHEN I 'F- 41101 1 I I T3 -h�al 7- 1 6 z 4240 1 I rn 1 O z 1 I I ° 1 I I I ° F. I I u F. 0 > > Denver, Colorado MASTER Li MASt' E;R I BATHROOM L -i I I N ? —01m WIN I cli 5ATHROOM t'2 -E— ° ARCHITECT OF RECORD 4wimm No IN =I No wimi — — — — T, H.-, r, T12 S 7, GLOVER SMITH BODE,INC OKLAHOMA CITY,OKI A T3 I L _�HOMA -1 JI : I Ln T5 CIVIL ENGINEER rip I I I I t 0 ALPINE ENGINEERING,INC 0 L --,-I - — - E:1 VAIL,COLOR-ADO 0 o LANDSCAPE ARCHITECT SE GROUP - - - - - - - - - - - T NNNN" INN NN `NN TOILET N" - - - BURLINGTON,VERMONT 4 FOYER 9 1 1 1 1 1 11 -1 jk 9 "1"__`1 L_' I STRUCTURAL ENGINEER j2CbIO6 A.F.F. HAYNES NV14ALEY ASSOCIATES, TOILE 7 2.C1. 48 A.F.F. % E.J. A.F.F. INC POWDER UTIL/ HOUSTON,TEXAS ROOM MECH A.F.F. � 10 I 2CbII3 HATCHED AREA TYP. MECHANICAL ELECTRICAL 2 1/2', -1 1/2' ]- TOG DESIGNATION OF R-11 PLUMBING ENGINEER I S'-8' 3'-5' 51-11, 61-41 41-2' �11' 12'_3' Ar, RID 54 UNPAGED GATT IN UL. ABS CONSULTANTS INC aO'-9Y2' TO *T_ 3V-a//2' T A 0 C I ING ASSEMBLY DENVER,COLORADO GRID 20 411-21 INTERIOR DESIGN GRID 62 W11 SON&ASSOCIATES AF, DALLAS,TX LIFE SAFETY 46 47 50) 54 BCER ENGINEERING INC ARVADA,COLORADO FLOOR PLAN 2C:b, UNIT #31 S, 41 0 REFLECTED CEILING PLAN, UNITS 31 S, 410 PROJECT NUMBER 2094100 2.C1. SCALE.- 11411=11-oll 2.C1, SCALE.- 1/4'=1'-O' Z�\ ISSUE REVISION DATE A6 D\�!_cjl PLAN NORTH l PLAN NORTH AG REVISION I GENERAL NOTES.- 1. WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO OUTSIDE FACE OF STUD. 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED —GENERAL NOTES.- DIMENSIONS TO NEAREST GRID (AT PLANS W/ STEEL GRIDS). 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). 1. TYPICAL ENTRY DETAILS 4 ELEVATIONS RE.- SHEET A2.10.15. 4. REVISED MISCELLANEAOUG DIMENSIONS THROUGHOUT 2. REFER TO SHEETS A6.1 AND A6.1.1 FOR TYPICAL FLUE DETAILS. PLAN(S). 3. REFER TO A2.10.1 FOR ROOM FINISH 4 DOOR SCHEDULE AND ADDT'L GENERAL NOTES. 5. BALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED 4. REFER TO ENLARGED FLOOR PLANS FOR ALUM. CLAD EXT. WINDOW 4 DOOR DESIGNATIONS ELSEWHERE IN DRAWINGS. REFLECTED CEILING NOTES.- r;,. ALL FIREPLACE FLUE PIPES ARE TO HAVE A Y4' RISE PER 1'-0' HORIZONTAL RUN. THIS IS TO INSURE PROPER VENTING OF HOT GASES AS REQUIRED BY MANUFACTURER 1. RE.- 9/A2,10.5 FOR TYPICAL AT UPPER COFFER TRANSITIONS AND FOYER (o. PROVIDE 1/4' WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT CEILING TRANSITIONS. REFRIGERATORS. 2. FOR RECESSED DRAPERY TRACK RE.- I/A2.10.5 FOR PURR DOWN TRANSITIONS 017 REV #7 10/19/07 I. E71=— MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH ADJACENT TO EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER MECHANICAL DOCUMENTS. REFER Ab.23 FOR DETAILS. BEDROOMS. I/A2.10.5 15 SIMILAR AT ALL BEDROOMS 4 STUDIES WITH EXTERIOR 015 REV #6 08/10/07 8. REFER TO SHEETS A2.10.9 4 10 FOR UNIT REFERENCE STANDARDS. WINDOW WALLS, INDICATING POCKET. 014 REV #5 05/04/07 3. RE.- 3 4 3A/A2,10.5 FOR CEILING TRANSITION TO 8' CEILING AT KITCHENS. EXCEPT 013 REV #4 04/12/07 NOT AT CLUB UNIT KITCHENS. 4 JEWED BI 4. RE.- 3A/A2.10.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS. FEB 26 2008 5. SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED " PER FOOT IN WHOLE 2 OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE Colorado VARIES. OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM & Sp, F-bUil Co GENERATORS ARE TO HAVE LEVEL CEILINGS. (o. EXPOSED TO STRUCTURE AT MECHANICAL CLOSETS. 1. PENDANT LIGHT FIXTURES ABOVE KITCHEN BAR TO BE 2'-6' ABOVE BAR COUNTERTOP U.O.N.. PENDANTS TO BE HORIZONTALLY EQUALLY SPACED OVER EAST WlWa BAR WITH FIXTURES ADJACENT TO CABINETS, TO CLEAR CABINET DOOR SWINGS. PROJEC -,\PRE-MARK 4 VERIFY ALL LOCATIONS W1 INTERIOR DESIGNER RE,- INTERIOR oR ELEVATIONS. PROJECT KEYPLAN 18, ADDITIONAL GENERAL NOTES AND LEGEND REFER SHEET A2.0.1. cr 9. IN COFFERED CEILING AREAS, THE CEILING HEIGHTS ARE INDICATED AS 101-01, THIS NOTE IS TO ADVISE THAT THE INTENT OF THIS HEIGHT INDICATION IS TO INSTALL THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. UNIT 2Cb Ln 4 10. REFER SHEET A2.0.1 FOR UNIT LIGHTING LEGEND. NIT PLAN 11. AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS co CD & REFLECTED CD POSSIBLE W/ SMOKE DETECTORS ADJACENT. rq 12. ALL UPPER KITCHEN CABINETS TO HAVE UNDER CABINET LIGHTING. CEILING PLAN A2 . 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BOARD EQ L EQ GYP- BOARD PAINTED EQ. EQ• ;;` STONE TUB PLATFORM TOP, PAINTED _ "s FRONT TUB BAGKSPASH TAI STONE WALL r TAq Al 4 SHOWER BAGKSPLASH RE: TUS 2 �. STONE TILE WALL PANELS DOOR SECTION DETAIL 10 TA4 AT BACK SINK FAUCET A STONE SHOWER WALL TUB FAUCET E WOOD BLKG, IN UNDERMOUNT WOOD BLKG. SHOWER -- WALL SINK iii IN WALL CONTROLS I i SACKSPLASH WOOD BLKG. IN CONTROLS STONE WOOD SLKG. IN WALL TAq A - WALL _ SHOWER DOOR 7 H SACKSPLASH - STONE WALL �� \\L\\m d COUNTERTOP SACKSPLASH RE: ��11 — — `Q 7 \ \ W/ TOWEL BAR �4 — El 01 TUB SECTION WOOD CABINET DETAIL STONE -FRONT W/ TOP DRAWER O GYP BOARD POCKET SACKSPLASH STONE WALL PAINTED DOOR STONE TILE Q I WOOD SINK G FRONT N (o TILE TOILET BASE WOOD CABINET i I I TUB PROFILE - _ DRAWER FRONT (3 ` ------ -- STONE SILL 2'-O' V 14 EQ. (1) LARC-cE FILL 2'-9' 1'-�0' 2'-6" FILL WHIRLPOOL TUS O.H. STONE TILE PSI O STONE TILE W/ STONE TILE EQ EQ. ` , f 1 Q DRAWERS) 105 � BASE BASE 1� v 6 _q At SIDE WALL BELOW SHOWER E 5'-�` EQ REMOVEASLE STONE ACCESS 7 FLOOR DRAIN STONE TILE PANEL, POLISH ALL EXPOSED BASE EDGES, PROVDE 15'H X 20'W t�l FIXED STONE CLEAR OPENING FOR ACCESS TO PANEL AT TUB WHIRLPOOL PUMP CONTROLS APRON (VERIFY MFR'RS REQ'D CLEAR AND H LOCATION, OVERLAP REMOVEABLE PANEL SUCH SUPPORT CLIPS hI Cn ATTACH At EITHER SIDE OF PLYWD. FAGS FRAME #1 MASTER EBIATHROO M O. H. #1 MASTER 15ATHROO M O. H. #1 MASTER 54THROO M O. H. #1 MASTER 15ATHROO M O. H. ELEVATION 2 ELEVATION 3 ELEVATION ELEVATION OWNER/DEVELOPER 2.c7. SCALE: 1/2"=1'-O" SCALE: 1/21=11-01 2.c�1. SCALE: 1/21=11-01 2•G�• SCALE: 1/2"=1'-0" 5,4TNROOM ACCESSORIES - T1'F. CLUB UNITS VAIL RESORTS MARK CDppE SYMBOL DESCRIPTION MOUNTING NT. REMARK DEVELOPMENT TAI IB-0 s TOWEL RING 4'-3' AF.F. (U.O.N.) ml COMPANY O.G. TA2 B-Q a ROBE HOOK V-6' AFA (U.O.K) ml AVON,COLORADO WD. GROWN SINK WD. CROWN WD. CROWN TA3 S-M TOILET PAPER HOLDER TYP. 2'-O' AF F. (U.O.N.)1--l' MI MOLDING MOLDING MOLDING A.F.F. TYR AT M BAT14WS TA4 8-N 24' TOWEL BAR 42' AF.F. (U O.N.) ml TA5 S-P SHOWER DOOR TOWEL BAR 34' AFA W.O.N.) CFGI DESIGN ARCHITECT WALL MIRROR TA NOT USED RE: INTERIOR 6 O DESIGNER TAB g-R ® CORNER BASKET - SOAP BASKET 5'-O' AF.F.6 SHOWERS (U.O.N.) CFCI 1'-0' 2'-4' AFA6 MASTERTUBS (U.O.N,) 4240 GYP. BOARD GYP. BOARD GYP. BOARD GYP. BOARD TA8 MIRRORS)(0 C. ABOVE VANITY MOUNTING HGT. RE. INT. DES. MI PAINTED tA,1 PAINTED PAINTED PAINTED SINK(S))(LOCATE BY RE- INT, DES. Denver, Colorado TAq 8-W I 4'-6' AF.F. (U.O.K) ml (01 C. ABOVE VANITYAT SIDE WALL SINK FAUCET WOOD SLKG. IN RE INT. ELEV. (CLUB UNITS ONLY ARCHITECT OF RECORD PEDESTAL PEDESTAL i i SINK iii SINK I i A !"TALL TA10 V-8' A.F.F. (U.O.N.) �i i I I B-S SHOWER CURTAIN ROD CFCI GLOVER SMITH BODE,INC ll i O L__J TA11 M IRON CADDY ll)AT ALL UTIL. RMS V-6' AFA (U.O.N.) CFCI OKLAHOMA CITY,OKLAHOMA V_ 'b . _ STACKING '- F11711� WASHER � DRYER TA12 CL CLOTHESLINE 6'-8' AF.F. (U.O.N.) WITHIN GFGI WOOD SLKG. IN - 1111111 SHOWER CIVIL ENGINEER WALL BEYOND IN DRYER ALPINE ENGINEERING,INC OILET " UTILITY CLOSET TA13 SAFE(I)AT ALL MASTER CLOSETS �54(o/A2.10.18 (U O N) CFGI VAIL,COLORADO A ' TA14 L��. 24'GRAB BAR(VERTICAL MOUNT) 4'-6' O.C. ARF (U.O.N.),6' O.G. MI LANDSCAPE ARCHITECT AT ALL SHOWERS t TUBS W/ HORIZONTALLY FROM ENTRY S E GROUP STONE TILE SHOWERS WALL BURLINGTON,VERMONT BASE TA15 FIRE EXTINGUISHER(1)AT ALL UTIL. 4'-0' AFA (U.O.N.) ml TILE BASE FE RMS REFER TO SECTION 10522 FOR STRUCTURAL ENGINEER DESCRIPTIONS HAYNES WHALEY ASSOCIATES, 2'-0' WASHER tA16 24'WALL RJRR OUT AT POCKET DOORS RE; INC STONE TILE ADJACENT TO ELEC. OUTLET BOXES ON q/A2.10.1 HOUSTON,TEXAS ONE OR BOTH SIDES STONE TILE SASE BASE NOTES: MECHANICAL ELECTRICAL 1. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED PLUMBING ENGINEER 2. BATHROOM"I AT UNITS 0009,+216 E 0118 TO BE FULLY COMPLIANT W/ANSI Alll l TYPE A. AT ALL ABS CONSULTANTS INC OTHER UNIT BATHROOM 01,FAIR HOUSING t ANSI A111 I TYPE B GUIDELINES MUST BE APPLIED. DENVER,COLORADO 3. REFERENCE A2.1010 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS- 4. REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX LIFE SAFETY POW DER ROOM POWDER ROOM POWDER ROOM UTILITY ROOM S I M. O. H. BCER ENGINEERING INC ARVADA,COLORADO 5 ELEVATION ELEVATION ELEVATION 8 ELEVATION 2.c7. SCALE: 1/2"=1'-0" 2 G7 SCALE: 1/2"=1'-0" 2 C7 SCALE: 1/2'=1'-0' �cl SCALE: 1/2"=1'-0" PROJECT NUMBER 2094100 ISSUE REVISION DATE l STONE TILE 2 TRIM 2 SIM. WD. GROWN SHOWER WD. CROWN 101 MOLDING HEAD WD, CROWN MOLDING � MOLDING GYP. BOARD PAINTED , - ♦ WD. CROWN GYP. BOARD GYP. BOARD I MOLDING PAINTED WALL MIRROR CEILING PURR ; - I TAI 1 RE: INTERIOR DN. DESIGNER GYP. BOARD GYP. BOARD PAINTED EQ. EQ. PAINTED STONE TUB PLATFORM TOP, TAI A14 STONE WALL "' O FRONT E TUB SACKSPASH TAq BAGKSPLASH RE: TUB 1 STONE TILE WALL PANELS TA4 � AT BACK ,q SECTION DETAIL 10. SHOWER WALL WOOD BLKG, IN SINK FAUCET WALL UNDERh10UNT WOOD BLKG. SHOWER __ STONE SINK iii IN WALL a CONTROLS I I BAGKSPLASH WOOD SLKG. IN TUS FAUCET E 1 017 REV #7 10/19/07 WALL . 015 REV #6 08/10/07 WALL '' SHOWER DOOR TAq �° CONTROLS A Aro STONE - i WOOD SLKG. IN BAGKSPLASH STONE WALL " 5 014 REV #5 05/04/07 E COUNTERTOP - - -- SACKSPLASH RE: 1 �� \ ` W/ TOWEL SAR ' TUB SECTION - 013 REV #4 04/12/07 DETAIL 1 STONE a T BACK PLASH P GYP. BOARD -- - -,- � ---- S PAINTED DOOR -------- -- STONE TILE STONE WALL r SINK WOOD CAB SHOWER INET C TOILET BASE FRONT TILE DOOR ro ` WHIRLPOOL TUB --- J L _ AT SIDE WALL i r I I I TUB PROFILE REMOVEASLE STONE ACCESS PANEL POLISH REMOVABLE BASE ------- -- SCONE SILL CABINET ( ALL EXPOSED EDGES, FILL 3'-O' 3'-O' PILL BELOW STONE TILE STONE TILE W/ STONE TILE PROVIDE 15'14 X 20'W REMOVABLE GAB. COUNTER E SINK) 10 BASE BASE BELOW CLEAR OPENING FOR SECTION SHOWER ACCESS TO WHIRLPOOL FLOOR DRAIN STONE TILE PUMP CONTROLS (VERIFY EAST WINCs BASE MFR'RS REQ'D CLEAR AND LOCATION, OVERLAP J NOR FIXED SCONE OA'IH PANEL AT TUB REMOVEASLE PANEL ofi APRON SUCH SUPPORT CLIPS PROJECT KEYPLAN ATTACH AT EITHER SIDE OF PLYWD. FACE FRAME Cr CD 0 02 MASTER 5ATHROOM 02 MASTER 5ATHROOM 02 MASTER 5ATHROOM *2 MASTER 5ATHROOM UNIT 2Cb 0 q ELEVATION ELEVATION ELEVATION r2 ELEVATION ENLARGED CD 2.c7. SCALE: 1/2"=1'-O" 2 c� SCALE: 1/2"=1'-O" 2 c� SCA " I " 2•c'l• SCALE: 1/2"=1'-OII r1j N iEVIED BY PLANS LE: 1/2 =1 -o 1=-D 2 3 Zo°$ A2oC 7 . 3 SCALE. 1/2' = 1'-O' U SAFEbuilt Colorado N Q rn 0 21-01 41-0' 8'-0' U rn F032 "420 F 58 G1 ONY ,SLAB *320 d "420 I I TYONp _ RAIL TYP_ 10/19/01 �ALGONY -1 BALCONY ' J e E1 ---------- ------ ----------- �I ICI MCI COT AN 2Cc 2 � � P� cn UNIT #320 4 420 S IM U W ° 1 3 O � ® NVV � Z 2•�• SCALE: I/4'=1'-O' a PLAN NORTH CAST W � CAP STONE I � H I I I I I I LINE OF BALCONY ; ; FIREPLACE U x I , I --, -- ABOVE I I ABOVE RUN ABOV L W S'I - I - - - - - - - 40'-31/2 - - I - - - - - , I - - - - - - - - - REF. q/A�. AREA BRAIN I - - � 1 A 0NY BALCONY BALCONY '2 I , I FIREPLAG� F HC?RIZ. SQ. TERMI A f N CAP O ' I ❑ - I I OWNER/DEVELOPER o p , I D I 1 1 VAIL RESORTS _- --_-----_-----_ ----_-----_ - - - -+ I p p DEVELOPMENT 13'-1' I 13'-31/2' 1'-3 1/2' IF 1 1/2' 9'-11' 1'4 a I e G - - - - +81—foil 2,_0, 11 ® I e COMPANY AVON,COLORADO I I MASTER I P5 11VING � � P21 P5 I MASTER s� II , I . ... .. _ I (BEDROOM I -,*-j OOm ' I BEDROOM ' I I I I I 2'_6' 2'-6' //// . I II 2Cc105 1 Cc-1041 I I 2Cc109 I Pi4 I I / / I 1 , DESIGN ARCHITECT AD ■ I _ / - - - - ALL - - - - - - - - ■ O- ■- + - HEAD { I ■ WALL - i I /A2.10. ; I : I I 4240 -� ■ 1oiA2.'to.-I ' I � I . ° ■ I I I I I I ■ ■ I I II I I 1 N - I I 1 I I I A F F I I A.F.F. I I ' Denver, Colorado I ...... I 1 1 I C8 I I 3 1/2'' _ _ _ I I I I —� I 1 1 N I 1 I N 1 1 I A.F.F. 121-01 �1 -1 15 -9 -11 - - - - - � - - - - - I I ARCHITECT OF RECORD I 1 I I I I I I I_ II OKLAHOMA CITY OKLAHOMA PI4 13 P5 + O I O P I P13 , f .WNW ...�, A.IF.F. 6 ■ T25 ■ P5 T2 B PI3 I PI ( ( I '® +g'-(o„ I ` CIVIL ENGINEER / ■ I N ; I Y ■ I I I , I 1 -9` _---� 1- A F.F. ALPINE ENGINEERING,INC ' I " ■ 2 6 -- I VAIL COLORADO 2CG110 �" I i _ Q I ■ - --- ■ I _ M - -- \ (� 2—t. LANDSCAPE ARCHITECT I DINING I I I GLOS. I T12 8 , ---- �- O OOM P13 8 , O --- I N S E GROUP ,n O — R — es _ 2Cc106 �� ITCH p : <r 2Cc103 I I ��0>8 T12 P14 `* `" I II ( I I ' �' ' m I I I 1 O II BURLINGTON,VERMONT : 2Ccld2 : 0 +8 -O +S O I I I I M - - - - ' - - ■ - ■- - - - - - - - ' - - A.F.F. f - -- - - I 0 1'-0 A.F.F. STRUCTURAL ENGINEER ■ ______ II --- : '� I c1 I HAYNES WHALEY ASSOCIATES, — ■ - - M - - - I �--- - - - 1--I - - - - - - - INC • 1 ■ • ■ ♦i _ I I __ HOUSTON TEXAS -------I ■ I � - , r I ■ I I I ■ __ ■ i 4': 41 T3 ■ ' - ' 6 , ' I MECHANICAL ELECTRICAL ■ I ° cYl ■ I ' : I I +�'-Q° ?.10.11 PLUMBING ENGINEER 9 ■ I ..........� #2 1 1 ABS CONSULTANTS INC # - -. i 1 ' ■ --- ■ MASTER ■ % r I n , I i I I DENVER,COLORADO MASTER ■TOILET BATHROOM Zo BA-I-HROO __ ■ 3 N INTERIOR DESIGN ■ ' L : ■ ■ I ■ 2C 112 2CG111 I ■ 2.G8. I I ! I WILSON&ASSOCIATES 2Cc101 ' T6 : F=====_ ■ : T6 DALLAS,TX ■ ■ I LIFE SAFETY FOYER' II A.F.F. I ■ AT3 N ■ ■ ■ f I I I - I I 2Cc100 ■ -- �.! -� -� --- � � I � BCERENGINEERING INC T12■ : -------- ■ i 1'-(j' I I I ARVADA,COLORADO P - - - I° - - - • - - - - - - I I I 444 CQ O ■ - ■ O ■ o ■ � I '' ' - - I PROJECT NUMBER 209.11 00 ILI ON .... ° � A.F.F. ISSUE REVISION DATE 2 UTIL./ 2.C8. PI4 TOILET MECH. 2'-5' TO ' 1, ' ' , � Q 13 I I I GRID 62 2Cc108 I I I +8'—OII +81.111 I I 1 I 1_ I I I_ 1 A.F.F. I I 12 -O 5 11 (01-41 41-11 , I 12 3 1/2 I I I I A.F.F. I A.F.F. I 1_ N 41'-1 1/2' I I I ' ' +8 O +81_ON I ' A .F.F.I I I I I POWDER I I , I I I I I I ( I A.ROOM I I I ' I A F F 2Cc101 60 61 62 64 1 1 1 I I o 54 55 56 58 59 60 61 62 64 I I � HATCHED AREA tl'P. Q DESIGNATION OF R-11 UNFACED GATT INSUL. 54 55 56 58 59 A OVE CE I ING ASSEMBLY REFLECTED CEILING NOTES: FLOOR PLAN 2 :c REVISION -1 GENERAL NOTES: 1. RE: 9/A2.10.5 FOR TYPICAL AT UPPER COFFER TRANSITIONS AND FOYER /11 017 REV #7 10/19/07 UNIT # 220 c IM, 320 4 420 1. WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO � REFLECTED CEILING PLAN CEILING TRANSITIONS. A(o 015 REV #6 08/10/07 7 OUTSIDE FACE OF STUD. 2 "- 1 1 2. FOR RECESSED DRAPERY TRACK RE. 1/A2.10.5 FOR FURR DOWN TRANSITIONS Ar., 014 REV #5 05/0.1/07 Iq P\�!_cjll SCALE: 1/4'=1'-0' 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED d p 2 SCALE: 1/4 =1 -O ADJACENT TO EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER 013 REV #4 0.1 12 07 DIMENSIONS TO NEAREST GRID (AT PLANS W/ STEEL GRIDS). BEDROOMS. I/A2.10.5 IS SIMILAR AT ALL BEDROOMS 4 STUDIES WITH EXTERIOR PLAN NORTH 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). PLAN NORTH WINDOW WALLS, INDICATING POCKET. 4. REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT 3. RE: 3 4 3A/A2.10.5 FOR CEILING TRANSITION TO 8' CEILING AT KITCHENS. EXCEPT PLAN(S). NOT AT CLU5 UNIT KITCHENS. 5. BALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED 4, RE: 3A/A2.10.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND ELSEWHERE IN DRAWINGS. WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS. 5, SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED 2' PER FOOT IN WHOLE OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE HEIGHT VARIES. OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM GENERATORS ARE TO HAVE LEVEL CEILINGS. 6. EXPOSED TO STRUCTURE AT MECHANICAL CLOSETS. PROJECT �aoxn t GENERAL NOTES: 1. PENDANT LIGHT FIXTURES ABOVE KITCHEN BAR TO BE 2'-6' ABOVE BAR oR COUNTERTOP U.O.N.. PENDANTS TO BE HORIZONTALLY EQUALLY SPACED OVER PROJECT KEYPLAN 1, TYPICAL ENTRY DETAILS 4 ELEVATIONS RE. SHEET A2.10.15. BAR WITH FIXTURES ADJACENT TO CABINETS, TO CLEAR CABINET DOOR SWINGS. 2. REFER TO SHEETS All AND A6.1.1 FOR TYPICAL FLUE DETAILS. � PRE-MARK 4 VERIFY ALL LOCATIONS W/ INTERIOR DESIGNER. RE. INTERIOR 3. REFER TO A2.10.1 FOR ROOM FINISH 4 DOOR SCHEDULE AND ADDT'L GENERAL NOTES. _ _ ELEVATIONS. 6 4. REFER TO ENLARGED FLOOR PLANS FOR ALUM. CLAD EXT. WINDOW 4 DOOR DESIGNATIONS S. ADDITIONAL GENERAL NOTES AND LEGEND REFER SHEET A2.0.1. M REMOVED � � 9. IN COFFERED CEILING AREAS THE CEILING HEIGHTS ARE INDICATED AS 10'-01. UNIT 2Cc 5, ALL FIREPLACE FLUE PIPES ARE TO HAVE A Y4' RISE PER 1'-O' HORIZONTAL RUN. THIS IS THIS NOTE IS TO ADVISE THAT THE INTENT OF THIS HEIGHT INDICATION IS TO INSTALL UNIT PLAN TO INSURE PROPER VENTING OF HOT GASES AS REQUIRED 5Y MANUFACTURER. 1 6. PROVIDE 1/4" WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT ' � '� THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. & REFLECTED CD CD REFRIGERATORS. j_ _-- 10. REFER SHEET A2.0.1 FOR UNIT LIGHTING LEGEND. CEILING PLAN 'Ir 1. MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH ( Wgpwiit (cp1orado 11. AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS POSS 15LE W/ SMOKE DETECTORS ADJACENT. MECHANICAL DOCUMENTS. REFER All FOR DETAILS. A29Cl S. REFER TO SHEETS A2.10.9 4 10 FOR UNIT REFERENCE STANDARDS. 12. ALL UPPER KITCHEN CABINETS TO HAVE UNDER CABINET LIGHTING. 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SHELF INA L� 14— REMOVEA5LE STONE ACCESS u STONE TILE PANEL, POLISH ALL EXPOSED 2'-0' N BASE EDGES, PROVDE 15'W X 20'W I STONE TILE 0.4 FIXED STONE CLEAR OPENING FOR ACCESS TO STONE TILE BASE 14 PANEL AT TUB :40 WHIRLPOOL PUMP CONTROLS BASE APRON (VERIFY MFR'R5 Rr=Q'D CLEAR AND A/ ICI LOCATION, OVERLAP R!EMOVEA5LE PANEL SUCH SUPPORT CLIPS ATTACH AT EITHER SIDE OF PLYWD. FACE FRAME $11 MASTER 5ATHROOM O. H. PO WIDER ROOM POWDER ROOM POWDER ROOM UTILITY ROOM ELEVATION 2 r4 r;' ELEVATION ELEVATION ELEVATION ELEVATION CS IM. � SCALIEE, 1/2"-1'-O" SCALrE, 1/2'=1'-O' SCALrE, 1/2"-1'-O' SCALIEE, 1/2'-1'-O' 14Q�_cll_ SCALrE, 1/2"-1'-O' OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO STONE TILE 2 TRIM 2 SIM. DESIGN ARCHITECT WD. CROWN SHOWER WE). CROWN MOLDING HEAL) WD. CROWN MOLDING ro MOLDING GYP. BOARD 4240 PAINTED WD. CROWN GYP. BOARD GYP. WALL MIRROR CEILING 50A FURR RD MOLDING PAINTED Denver, Colorado RE.- INTERIOR DN. it-ON 'T DESIGNER GYP. 5OARP 4 GYP. BOARD PAINTED EQ. EQ. PAINTED STONE TUB PLATFORM TOP, ARCHITECT OF RECORD TAI A14 STONE WALL FRONT 4 TUB 5ACKSPASH GLOVER SMITH BODE,INC T TA9 5ACKSPLASH RE.- TUB TA4 STONE TILE WALL PANELS OKLAHOMA CITY,OKLAHOMA SINK FAUCET SECTION DETAIL 10. AT BACK STONE SHOWER WALL WOOD 5LKG. IN CIVIL ENGINEER WALL ALPINE ENGINEERING,INC WOOD 5LKC SHOWER UNDERMC)UINT IN WALL CONTROLS 5ACKSPLASH WOOD 5LKG. IN SINK 5 CET 4 VAIL,COLORADO t1L1 WALL z CONTROLS WOOD 5LK.G. IN— (9 STONE 1 10 1 - WALL SHOWER DOOR LANDSCAPE ARCHITECT W1 TOWEL BAR S E GROUP 4 COUNTERTOP RE.- BURLINGTON,VERMONT 5ACKSPLASH STONE WALL TUB EC d� L6 STONE zzz/_ TAIL ........ I - T_ STRUCTURAL ENGINEER POCKET I -- nAUCT TU A I I A GYP. BOARD 5ACKSPLASH DOOR ------ HAYNES WHALEY ASSOCIATES, SINK WOOD CABINET r STONE WALL SHOWER PAINTED —STONE TILE INC FRONT TILE DOOR ro C TOILET BASE HOUSTON,TEXAS WHIRLPOOL TUB TUB PROFILE AT SIDE WALL REMOVEA5LE STONE MECHANICAL ELECTRICAL ACCESS PANEL, POLISH PLUMBING ENGINEER 31-00 31-01 REMOVABLE BASE ------- STONE SILL ALL EXPOSED EDGES, ABS CONSULTANTS INC FILL LL STONE TILE CABINET (BELOW SASE —STONE TILE W1 TONE TILE PROVDE 15'H X 20'W DENVER,COLORADO REMOVABLE GAB COUNTER 4 SINK) BASE BELOW CLEAR, OPENING FOR SECTION at_ WILSON SHOWER ACCESS TO WHIRLPOOL INTERIOR ASSOCIATES ESIGN FLOOR DRAIN STONE TILE PUMP CONTROLS (VERIFY & BASE MFR'RS REQ'D CLEAR DALLAS,TX FIXED STONE AND LOCATION, OVERLAP LIFE SAFETY PANEL AT TUB REMOVEA5LE PANEL BCER ENGINEERING INC APRON SUCH SUPPORT CLIPS ARVADA,COLORADO ATTACH AT EITHER SIDE 02 MASTER 5ATHROOM *2 MASTER 5ATHROOM 02 MASTER 5ATHROOM 02 MASTER 5ATHROOM OF PLYWD. FACE FRAME PROJECT NUMBER 2094100 ELEVATION ELEVATION 8 ELEVATION q ELEVATION ISSUE REVISION DATE SCALE.- 1/21=11-01 1Q_cj11 SCALE.- 1/2"=1'-0" SCALE,- 1/21=11-01 SCALE.- 1/21=11-01 .13ATHROOM ,ACCESSORIES - TYR CLU5 UNITS COD I.P. MAW E SYMBOL DESCRIPTION MOUNTING HT. REMARK TAI 5-o JL TOWEL RING 4'-3* A.F.F. (U.0-K) CFCI TA2 5-Q I ROBE HOOK V-6' A.F.F. (U.O.N.) CFCI TA3 5-M Cj TOILET PAPER HOLDER TYP. 2'-O' A.F.F. (U.O.N.)I'-1' cFcl A.F.F. TYR AT M 5ATHF41S TA4 B-N 24' TOWEL BAR 42' A.F.F. (UOK) CFCI TA5 5-P SHOWER DOOR TOWEL BAR 34' A.F.F. (U.O.N.) CFCI TA& NOT USED TAI 5-R N CORNER BASKET - SOAP BASKET 5'-O' A.F.F.6 SHOWERS (U.O.N.) CFCI 1 017 REV #7 10/19/07 2'-4' AF.F.6 MASTERTU5S (U.O.N,) TA& MIRROR(S)(O.C. ABOVE VANITY MOUNTING WsT. RE.- INT. DES. CFCI A& 015 REV #6 08/10/07 SINK(S))(LOCATE BY RE.- INT. DES., 5 014 REV #5 05/04/07 TAq 5-W V A.F.F. 4'- (U.0,K) CFCI 013 REV #4 04/12/07 (OC' ,ABOVE 1/MITYAT SIDE WALL 4 sl;t- INT. ELEV. (CLUB UNITS ONLY TRIO 5-S SHOWER CURTAIN ROD V-8' A.F.F. (U.O.N.) CFCI TAII CJ IRON CADDY (1)AT ALL UTIL. RMS 51-61 A.F.F. (U.O.N.) CFCI TA12 CL CLOTHESLINE 6l-81 A.F.F. (U.O.N.) WITHIN CpCI SHOWER TA13 SAFE (1)AT ALL MASTER CLOSETS 4'-0' A.F.F. TO TOP (U.O.N.) CFCI RE. 546/A2.10.18 TA14 241 GRAB BAR(VERTICAL MOUNT) 4'-6' O.C. A.F.F. (U.0 N.),V O.G. CFCI AT ALL SHOWERS 4 TUBS W1 HORIZONTALLY FROM ENTRY SHOWERS WALL PROJECT NO= TA15 FIRE EXTINGUISHER(1)AT ALL UTIL. 41-01 A.F.F. (I.I.O.N.) CFCI -NOR. Ed Rms REFER TO SECTION I0622 FOR PROJECT KEYPLAN DESCRIPTIONS TAI& 2Y4 WALL PURR OUT AT POCKET DOORS RE. ADJACENT TO ELEC. OUTLET BOXES ON q/A2.10.1 ONE OR BOTH SIDES NOTES. cyl 1. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED UNIT 2 C c co 2. BATHROOM I AT UNITS 4009,0216 4 0218 TO BE RJLLY COMPLIANT W/ANSI A111.1 TYPE A. AT ALL OTHER UNIT BATHROOM 01,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED. ENLARGED 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. 00 PLANS & C) C) 4. REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. ELEVATIONS S Ff-bul t Colorado SCALE.- 1/'2' c 1'-0' A 2 . C 8 . 3 U N < 0 21-01 41-Ol 0) 3a'-1 1/2' 2'-11' 14'-5 1/2 01 1p LINE OF BALCONY SLAB EDGE BALCONY HANDRAIL AREA DRAIN TYP. AREA DRAIN TYP. 1 RE.- FOR 0/19/01 BALCONY PLAN CAST STONE CAP 2 AT UNITS $322 4 Gl TYP, I A2 I I I -( ; _#422 ONLY 0322 4 0422 BALCONY BALCONY SLA5 EDGE BALL NY BALCONY HANDRAIL II oo r 111111111 11 — I � , _96 0 CAST STONE 5ALCONY', :0 CAP, TYP. ---------- 0 12'-3' 111-11/21 13 1 _1 I TOILETI I P21 HEAD T& 3C WALL — T - - - - - - - - N - ' I I I 0 BALCONY I W /A2.10.1 -4— - 01 MASTER LIVING HANDRAIL 5ALCONY LA5 u ROOM N BATHROOM EDGE I mom, MASTER "�--15ALGONY HANDRAIL #222 BEDROOM LIVING Ta iiiiiiiii mom 1-1 1 —4-L - H -— - — - — - - - - - - - - - - - sft�m Im- NMI %_D cf% 2 FL. i " I L. 1. S Cal 1 cq. ^ W _zl i P4 11-51 21-0 91-11 1 a'� 10'-21/2' 21 L *-I' KITCHEN 3 CAST STONE 2� 6 r- I CLOS. QCTO.ls ------ 0 GAP, TYP.r FrL J. 101 --�� - I 2_ccyl BALCONY OWNER DEVELOPER 40 10-1 —0 HANDRAIL m 1; -1 VAIL RESORTS f=OWDER - 0 DINING ROOM I t HA ROOM --- DEVELOPMENT LL 3CF204 I 13Cf2031 COMPANY AVON,COLORADO ri FE MEC:H. UTIL, It N'D 2 DESIGN ARCHITECT %-D F3Cf202 201. T2A C L 0 2-r-I __x= 1A 1 4240 BEDROOM 5A CC yp 3cf 1 � O I o� 4t =3C.F 2:1-3: IM Ill, 0BATH tu.< AT UNITS # 322 4 422 Denver, Colorado --ta cf2l N P13 I -I E� (� rq_l SCALE.- 1/40 V-0' ARCHITECT OF RECORD F I I I T3 CAST STONE T12 C) CAP, TYP. PLAN NORTH GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA 3!� t3' 2' CIVIL ENGINEER FOYER P5 O 1 1 ALPINE ENGINEERING,INC Tll 3 F200 N MECH. i T2 VAIL,COLORADO T12 WALL LANDSCAPE ARCHITECT R S E GROUP (D BURLINGTON,VERMONT 0 -all 0 3 . I STRUCTURAL ENGINEER HAYNES WI ALEY ASSOCIATES, Z INC HOUSTON,TEXAS CLOS qj. Lul MECHANICAL ELECTRICAL PLUMBING ENGINEER ABS CONSULTANTS INC fz(o -------- DENVER,COLORADO 4*2 INTERIOR DESIGN j Pia, 5 MASTER WILSON&ASSOCIATES DALLAS,TX BEDROOM I T12 LIFE SAFETY BCER ENGINEERING INC ARVADA,COLORADO IT PROJECT NUMBER. 2094100 Ll mom ISSUE REVISION DATE � I F-1 & 1/21 C9. 12'-91/2' 31 40'-31/2' 1*2 MASTER 62 63 64 TOILET BATHROOM 68 72 3CF220 3 f2lcl SIM. AT UNITS 0322 4 422 1 REVISION 7 GENERAL NOTES.- FLOOR FLAN 3(::f I. WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO REFLECTED CEILING NOTES.- OUTSIDE FACE OF STUD. �\ 1 UNIT :0 222 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED 1. RE.- 9/A2.10.5 FOR TYPICAL AT UPPER COFFER TRANSITIONS AND FOYER Al 017 REV #7 10/19/07 SCALE.- 1/41=11-01 DIMENSIONS TO NEAREST GRID (AT PLANS W1 STEEL GRIDS). CEILING TRANSITIONS. 015 REV #6 08/10/07 Iq pVz_'cq1). 3, HIGHLIGHTED TIE-DOWN GRIDS IN f=LAN(S), 2. FOR RECESSED DRAPERY TRACK RE.- I/A2.10.5 FOR PURR DOWN TRANSITIONS Ag, PLAN NORTH 4. REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT ADJACENT TO EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER 5 014 REV #5 05/04/07 f=LAN(S). BEDROOMS, / . 0. LR ALL BEDROOMS 4 STUDIES WITH EXTERIOR 4 013 REV #4 04/12/07 r. BALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED MS IA215 IS SIMILAR AT A MS S S A E., ELSEWHERE IN DRAWINGS WINDOW WALLS, INDICATING POCKET. 3. RE.- 3 4 3A/A2.10.5 FOR CEILING TRANSITION To 8' CEILING AT KITCHENS. EXCEPT NOT AT CLUB UNIT KITCHENS. REVIEVIE 4. RE.- 3A/A2.10.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND D Ryf,' - D, RIC WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS. 5, SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED " PER FOOT IN WHOLE Flu :26 mm OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE HEIGHT VARIES. OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM GENERATORS ARE TO HAVE LEVEL CEILINGS. EAST WIW-2 SArEbuilt Colorado (o. EXPOSED TO STRUCTURE AT MECHANICAL CLOSETS. PROJECT 1. PENDANT LIGHT FIXTURES ABOVE KITCHEN BAR TO BE 2'-6' ABOVE BAR NOR�) TRUE NORTH COUNTERTOP U.O.N.. PENDANTS TO BE HORIZONTALLY EQUALLY SPACED OVER PROJECT KEYPLAN GENERAL NOTES.- BAR WITH FIXTURES ADJACENT TO CABINETS, TO CLEAR CABINET DOOR SWINGS. &_\PRE-MARK 4 VERIFY ALL LOCATIONS W1 INTERIOR DESIGNER RE.- INTERIOR 1. TYPICAL ENTRY DETAILS 4 ELEVATIONS RE.- SHEET A2.10.15. ELEVATIONS. 6 2, REFER TO SHEETS A6.1 AND A6.1.1 FOR TYPICAL FLUE DETAILS. 8. ADDITIONAL GENERAL NOTES AND LEGEND REFER SHEET A2.0.1. UNIT 3Cf 3. REFER TO A2.10.1 FOR ROOM FINISH 4 DOOR SCHEDULE AND ADDT'L GENERAL NOTES. Aro —9. IN COFFERED CEILING AREAS, THE CEILING HEIGHTS ARE INDICATED AS 10 4. REFER TO ENLARGED FLOOR PLANS FOR ALUM. CLAD EXT. WINDOW 4 DOOR DESIGNATIONS THIS NOTE IS TO ADVISE THAT THE INTENT OF THIS HEIGHT INDICATION IS TO INSTALL UNIT PLAN 00 5. ALL FIREPLACE FLUE PIPES ARE TO HAVE A J/4' RISE PER 1'-0' HORIZONTAL RUN. THIS IS THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. & REFLECTED CD CD TO INSURE PROPER VENTING OF HOT GASES AS REQUIRED BY MANUFACTURER, 10. REFER SHEET A2.0.1 FOR UNIT LIGHTING LEGEND. CEILING PLAN (o. PROVIDE 1/4' WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT 11. AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS REFRIGERATORS. POSS15LE W1 SMOKE DETECTORS ADJACENT. 1. E:= — MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH 12. ALL UPPER KITCHEN CABINETS TO HAVE UNDER CABINET LIGHTING. A 2 . C 9 . 1 MECHANICAL DOCUMENTS. REFER A6.23 FOR DETAILS. U REFER TO SHEETS A2.10.9 4 10 FOR UNIT REFERENCE STANDARDS. SCALE.- 1/4' -- P-0' N< 8. rn 8 T�7 4'-0' 80-08 rn FIREPLACE FLUE HORIZ. SQ. TERMINATION CAI= RE,- 31Aro.I LINE OF BALCONY 10/19/01 1 LINE OF BALCONY FIREPLACE FLUE RUN ABOVE ABOVE HORIZ ABOVE CLG. RE,- 91A6-1 51A&.11 (SIM) LINE OF BALCONY ABOVE AE IM)/ F FR INNININ4 — - - - - - - - - - - - - - - - - - 0 r-4 a __Nm A,F'F. I-oil ok 10 LINE OF BALCONY A.F,F, ABOVE Oa fy \0 31-2 0 VANITY m ,,21-611 I LINE F=5ALCONY u A50�� &�L -0,- INNNNNNNNNNI H roc f 10 —0 - A 64 )NININNININ11 L A.RR K 'Ru A.F.F. _ `�' -I W L I t Wj A.F.F. CA 911__7 I I J_ TYF:,.-- S'-O" 0 \'N 1/2 L 3,_& OWNER/DEVELOPER Z< -oil (-Jk 10' VAIL RESORTS M--j A.F.F. A-, DEVELOPMENT COMPANY m rb� CD F.F,V_ �7A I � AVON,COLORADO ,jF1 F�'/ t H F-_ DESIGN ARCHITECT COFFER Q 240 0 Denver, Colorado HATCHED AREA TYf=. ]DESIGNATION OF R-11 A.F.F. UNFACED BATT INSUL, ARCHITECT OF RECORD -0- A OVE C:E1 INCA ASSEMBLY GLOVER SMITH BODE,INC CIVIL ENGINEER � :m 1 __-- ' O =" ALPINE ENGINEERING,INC ........... VAIL,COLORADO 0 LANDSCAPE ARCHITECT f 21 1 S E GROUP wt C BURLINGTON VERMONT rh 9 'RU A.F.F. , STRUCTURAL ENGINEER 2 0 R - HAYNES WHALEY ASSOCIATES, -m V INC 01 3 2 1 HOUSTON,TEXAS MECHANICAL ELECTRICAL L O'S PLUMBING ENGINEER ------- ABS CONSULTANTS INC - -- - IL DENVER,COLORADO TUB VA I TY I T INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX LIFE SAFETY BCER ENGINEERING IN ARVADA,COLORADO PROJECT NUMBER. 2094100 T"' ISSUE REVISION DATE 0 0 a I-oil 11-011 'qU A,F.F. A.F.F. 7 A,F.F. 62 64 68 72 REFLECTED CEILING NOTES.- 1. RE.- '9/A2.10.5 FOR TYPICAL AT UPPER COFFER TRANSITIONS AND FOYER /17017 REV #7 10/19/07 CEILING TRANSITIONS. 2, FOR RECESSED DRAPERY TRACK RE.- I/A2,10.5 FOR PURR DOWN TRANSITIONS Ac, 015 REV #6 08/10/07 REFLECTED CEILING PLAN ADJACENT TO EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER 5 014 REV #5 05/04/07 UNITS :0 222 0 322 :0 422 S IM, BEDROOMS, I/A2.10.5 IS SIMILAR AT ALL BEDROOMS 4 STUDIES WITH EXTERIOR A4 013 REV #4 04/12/07 WINDOW WALLS, INDICATING POCKET. 4 D 2'ca1 SCALE.- 1/4'=I'-O' 3. RE.- 3 4 3A/A2.10.5 FOR CEILING TRANSITION TO 8' CEILING AT KITCHENS, EXCEPT NOT AT CLUB UNIT KITCHENS. PLAN NORTH 4. RE.- 3A/A2.10.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS, 5. SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED " PER FOOT IN WHOLE 2 OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE HEIGHT VARIES. OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM GENERATORS ARE TO HAVE LEVEL CEILINGS. EAST WING (o. EXPOSED TO STRUCTURE AT MECHANICAL CLOSETS, PROJEC 1. PENDANT LIGHT FIXTURES ABOVE KITCHEN BAR TO BE 2'-(o' ABOVE BAR NO= COUNTERTOP U.O.N.. PENDANTS TO BE HORIZONTALLY EQUALLY SPACED OVER PROJECT KEYPLAN BAR WITH FIXTURES ADJACENT TO CABINETS, TO CLEAR CABINET DOOR SWINGS, A PRE-MAW 4 VERIFY ALL LOCATIONS W1 INTERIOR DESIGNER RE.- INTERIOR ELEVATIONS, A 8. ADDITIONAL GENERAL NOTES AND LEGEND REFER SHEET A2.01 A—ci. IN COFFERED CEILING AREAS, THE CEILING HEIGHTS ARE INDICATED As 10 I-ON. THIS NOTE IS TO ADVISE THAT THE INTENT OF THIS HEIGHT INDICATION 15 TO INSTALL UNIT 3Cf co THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. CD REFLECTED C) 10. REFER SHEET A2.0.1 FOR UNIT LIGHTING LEGEND. CEILING PLAN CIS! REVENED BY 11, AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS POSSIBLE W1 SMOKE DETECTORS ADJACENT. FEB 2 6 Z003 12, ALL UPPER KITCHEN CABINETS TO HAVE UNDER CABINET LIGHTING. e 2. C9 . 1 a u SCALE. 1/4' c P-0' < SAFEbuilt Colorado OMNI 0 21-01 41-01 81-05 u cd V: 01 III-oil 121-1 1/211 C = -I 68 ro L 11 a]-511 4'-2 1/2 L 1 I-oil I- PEI REMOVABLE 4 Vc 0 L L BASE CABINET (BELOW 5 L L==c J Ea. EQ. t- - --------------- COUNTER 4 SINK) VANITY P5A COUNTERTOP »'» r _QL--4- - 1 1 F_ -1 10/19/01 o TAI TUB m REFRIGERATOR cv TAq I O TOIILET I 1 6 TOILET _j m CA -TYP. 14" STEEL V 611 �MICROWAVE V BRACKET SCREW w -1 ATTACHED TO PIPE 4 - - - - - - - - - - - - - TUB TAI QAl \�2.C9- 0 FLOOR AT BOTH U CA - SIDES u REMOVABLE CAB. T 04 2'-O" 0 OF PIPE 2.C9. L L TA3 10 1 m TYP, 2' SQ. A) SECTION VANITY 1 — METAL PIPE COUNTERTOP, 2.0 . 0 11 WINE CHILLER 8 P5 -7 -TOP EDGE OF L 2.C9. BAR COUNTER- -7 F Im;r .. -• TOP KITCHEN SINK -- - - - - - A HATCHE P13 TA2 UNDER STONE TOP, TAI 2 Ccl. D AREA - L1_ _j 2.Cq. INE F EX LLI STEEL PLATE WELD j- 8 N 1] ATTACHED TO 2 4 EXHAUST HOOD 9. SQUARE PIPE 19. P13 O ,'RANGE 4 OVEN 04 0 0 . . ....... u 10 --------2.C9. Ar 31-10 1/2 S ( /, _ r FLOOR cn N2_C�9 VANITY SLOPES w NIN 3 %1 MTL. STUD CA Q 4W COUNTERTOP TO DRAIN q _F_ - / /! i \ . I TOP EDGE OF Cq, -157 - A, tu / -1 WOfWSUf;a=ACE Lu L --- - - - - COUNTERTOF w r r tY2' MTL. STUD 4- WASHER < TA3 21-511 .. 21-0 1/211 Oil EQ. 31-1 1/211 EO. Ea. EQ. I FLOOR .7 )-,-- 1. 1. . L SLOPES 2 -11--ill I -& 1/2 11 TO DRAIN �r__ 1 3,—�1, -5 L 2 - OWNER/DEVELOPER 12'--1 1/2 VATL RESORTS DEVELOPMENT ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN COMPANY KITCHEN 2 411 MASTER 5ATHROO1I BATHROOM r4 412 MASTER 5ATHROOM AVON,COLORADO SCALE,- 1/2'=1'-O" _CR SCALE.- 1/2"=1'-0" 2.G9. SCALE.- 1/2"=1'-O" IQ—Cjq SCALE: 1/2"=1'-0" DESIGN ARCHITECT 4240 UPPER WOOD 1 4 UPPER WOOD 5 CABINET D00f;PS CABINET FIXED 2' 9' Denver, Colorado -I W1 WD. GROWN 1 1/2' 10. L y FRONTS 1/2 . L -l'-cl 1/2 MOLDING FILL-)L 2'-0 31-0 1/2. FILL FILL 1'-6' FILL P5 P5 WOOD CROWN ARCHITECT OF RECORD MOLDING RE.- GLOVER SMITH BODE,INC 3/A2.10.6 T_ OKLAHOMA CITY OKLAHOMA T_ T--T PENDANT LIGHT CIVIL ENGINEER 434 ALPINE ENGINEERING,INC TAI N MICROWAVE AT r SINK OPEN SHELF EXHAUST WOOD— STONE 5ACKSPLASH VAIL,COLORADO STACKING LOWER WOOD UPPER CABINET '\KT STONE COUNTERTOP 4 L L L_ LANDSCAPE ARCHITECT WASHER 4 W/ GLASS DOORS N-1- S E GROUP cV CABINET DRAWER 4 UNDERCA51NET BAR TOP W1 41-01 DRYER BEVELED EDGE BURLINGTON,VERMONT 2 Sim. FRONTS (TYfm) j\ j,FILL LIGHTING 4 21-0* REFRIGERATOR STRUCTURAL ENGINEER lQ P21 PIS c1q U- ul q 1. 1 1. — A) (VERIFY MFR'S 5 1/4' ff FILL -j Ly- Lu COOK TOP HAYNES WHALEY ASSOCIATES, w 2 C9, REQ'D CLEAR) c Lu U- LOWER WOOD INC 3 MICROWAVE W1 T _T CA51NET DRAWER HOUSTON,TEXAS BUILT-IN TRIM KIT ff 121 , T I w OVEN FRONTS T (L 6 STONE 5ACKSPLASH MECHANICAL ELECTRICAL to_ P5 LOWER WOOD CABINET DRAWER =OD - W/ J' BEVELED TOP PLUMBING ENGINEER ABS CONSULTANTS INC COUNTERTOP FRONTS (TYP) FEE E=EEEEQ EDC-sE 4 EXPOSED DISHWASHER W1 BEVELED fy- w DENVER,COLORADO STONE + EE EDGE 10, SIDES WINE CHILLER tj INTERIOR DESIGN TYP. WOOD l\k ZD LOWER WOOD 11 : C-4 ff -1 WILSON&ASSOCIATES BASE Lu 0 m CABINET DOOR WD TRIM W1 0- 13 DALLAS,TX FRONTS COWERS w i LIFE SAFETY FILL FILL,, TYP. WOOD r , BCER ENGINEERING INC FILL FILL /2 ILL ARVADA,COLOR-ADO ASE V-5 1/2' ILL BASE FILL 4' 1 1/2' T.- I� IN (VERIFY MFR'S - SINK CABINET REQ'D CLEAR) (VERIFY MFR'S DOOR FRONTS PROJECT NUMBER 2094100 REQ'D CLEAR) I.-B 1& 21-0-) (PER MFR'S (VERIFY MRF'RS REQ'D CLEAR) REQ'D CLEAR) ISSUE REVISION DATE ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN KITCHEN KITCHEN KITCHEN POWDER ROO „ 3T — OO " UTILITY ROOM ELEVATION ELEVATION re 19 ELEVATION IQ-cj9. SCALE.- 1/2"=1'-0" I2-cj9 SCALE.- 1/2'=1'-O' I2-cj9 SCALE.- 1/21=11-01 Q�_cq_ SCALE.- 1/2'=1'-O' C9• SCALE.- 1/2'=1'—O' BATHROOM ACCESSORIES - TYR CLUB UNITS MAW OD. E SYMBOL DESGRIPTION MOUNTING WT. REMARK TAI 5-0 _T_ TOWEL RING 4'-3' A.F.F. (U.O.N.) CFCI TA2 5-Q a ROBE HOOK V-6' A.F.F. (U.O.K) CFCI TA3 5-M TOILET PAPER HOLDER TYR 2'-O' A.F.F. (U.O.N.) I'-I' CFCI AF.F. TYP. AT 01 BATHRMS TA4 5-N 24' TOWEL BAR 42' A.F.F. (U,O.K) CFC1 =77 TA2 5-1- 1 SHOWER DOOR TOWEL BAR 34' AF.F. (U,O.K) CFCI TAro NOT USED 7 REV #7 10/19/07 1 TAI 5_R CORNER BASKET - SOAP BASKET V-0- A.F.F.19 SHOWERS (U.O.N.) CFCI A� I OPEN TO 2'-4' AF.F.6 MASTERTUIBS (U.O.N,) 015 REV #6 08/10/07 1 A(o I BEYOND TAO MIRRORS)(O.C. ABOVE VANITY MOUNTING Wit RE.- INT. DES. CFCI 014 REV #5 05/04/07 PENDANT LIGHT J SINK(S))(LOCATE BY RE.- INT. DES., TILE 5ACKSPLASH L-A L J L 4 V3 REV #4 04/12/07 TA9 5-W IJS�i,1!114 6J iij I 4'- AR A A.F.F.F, (UOK) CFCI EQ. EQ (O.C. ABOVE VANITYAt SIDE WALL I RE: INT. ELEV. (CLUB UNITS ONLY 0 TAIO 5-S SHOWER CURTAIN ROD V-8' A.F.F. (UOK) CFCI EQ EQ. s STONE WOOD TAII CJ IRON CADDY (1)AT ALL UTIL. WS V-6' A.F.F. (U.O.N.) CFCI COUNTERTOP 4 BAR TOP W1 SUPPORT TA12 CLOTHESLINE V-VARF. (U.O.N.) WITHIN CFCI 5EVLED EDGE— BRACKET SHOWER RE.- A2.10.6 .1w TA13 SAFE (1)AT ALL MASTER CLOSETS 4--0' A.F.F. TO TOP (U.O.N.) CFCI STAIN GRADE WD. EQ. EQ. n.- 54(o/A2.10,18 TRIM (MITERED L 0 EXPOSED CoFa4ERS) 1 1 1 1 1 -1 TAW 24' GRAB BAR(VERTICAL MOUNT) 4'-6' O.C. A.F.F. (U.O.N.),6' O.C. CFCI AT ALL SHOWERS 4 TUBS W1 HORIZONTALLY FROM ENTRY SHOWERS WALL FRQj= STAINED GRADE I rlo=) T4G WOOD PLANKS—- TA115 FIRE EXTIW:sUISHER(1)AT ALL UTIL. 41-01 ARF. (UOK) CFcI PROJECT KEYPUN wS REFER TO SECTION 10522 FOR DESCRIPTIONS cr TYP. WOOD LN3 1/2' L3 1/2 TAIC? 24' WALL FURR OUT AT POCKET DOORS R�- 5ASE REVIEWED By ADJACENT TO ELEC. OUTLET 50>(ES ON 9/A2.10.1 1'-0' VARIES ORE.- ENLARGED PLAN) ONE OR BOTH SIDES co NOTES., UNIT 3 C f 1. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED cn FHB 2 6 200 2. BATHROOM 01 AT UNITS 0009,0216 4 0218 TO BE FULLY COMPLIANT W1 ANSI A111.1 TYPE A. AT ALL ENLARGED 1714 1-1 OTHER UNIT BATHROOM M,FAIR HOUSIW.% 4 ANSI AIIIJ TYPE 5 GUIDELINES MUST BE APPLIED. 00 PLANS & CD 3. REFERENCE A2.10.10 FOR ACCESS15LE UNIT BATHROOM STANDARD DETAILS. CD SAFEbuilt Colorado 4. REFERENCE A2.10.9 FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. ELEVATIONS 1714 cn <TCHEN SCALE: 1/2' : 1'-0' A 2 . C 9 . 2 u ELEVATION X z 0 21-01 41-01 81-01 SCALE.- 1/2"=1'—O' U WD. CROWN MOLDING C GYP. BOARD PAINTED GYP. BOARD 2 3 PAINTED O.H. 10. 10 WALL MIRROR 3 RE: INTERIOR WD. GROWN GYP. BOARD DESIGNER MOLDING PAINTED SHOWER GYP. BOARD HEAD WD. CROWN GYP• 50ARD CEILING FURR WD. CROWN 1 MOLDING PAINTED DN. MOLDING 10/ /0 1'-O' STONE TUB 1'-0' EQ EQ PLATFORM TOP SHOWER SHOWER GYP. BOARDv DOOR 1/ T' '1 FRONT E TUB STONE TUB PLATFORM TOP, PAINTED TA1 BACKSPASH WALL DOOR FRONT 4 TUB BACKSPASH TOWEL BAR TA4 PANELS WALL PANELS SHOWER TAq SINK FAUCET A TA4 WOOD BLKG. IN WOOD BLKG. IN CONTROLS __ WOOD BLKG. IN TUB FAUCET WALL WALL \XZ TAq UNDERMOUNt i i CONTROLS -� SINK FAUCET SINK ' ' EQ. EQ. WALL AT BACK A I� SHOWER WALL (o /-\, f - - ................._ - � r - STONE WALL -- \ WOOD BLKG. STONE � ' WOOD BLKCs. IN STONE IN WALL S S BACKSPLASH RE: - 1� BACK PLA H WALL TUB SECTION BACKSPLAS '/ -- -, � - �� DETAIL - _ O GYP. BOARD - - - UNDERMOUNT O PAINTED WHIRLPOOL TUB STONE TILE WHIRLPOOL TUB SINK cv PUMP �� TOILET BASE PUMP GYP. BOA ------� , - AI TILE NE WALL I I FIXED STONE PAINTED I PANEL At TUB v O 1 --- ---' -- APRON 2'-O' STONE TILE N V V SHOWER FILL 3'-O' 1'-O' 3'-O' FI L SCONE TILE BASE J FLOOR DRAIN 1505 � BASE EQ• EQ. FIXED STONE PANEL At TUB STONE TILE Z WOOD CABINET REMOVEABLE STONE ACCESS EQ" 5 -4 EQ. TRIM FRONT W/ 3 EQ. SIZE DRAWERS E (1) PANEL, POLISH ALL EXPOSED APRON SURROUND ~ LGE BOTTOM DRAWER EDGES, PROVDE 15'H X 20'1 SINK WOOD CABINET CLEAR OPENING FOR ACCESS TO A WHIRLPOOL PUMP CONTROLS W FRONT TYP. (VERIFY MFR'RS REQ'D CLEAR AND LOCATION, OVERLAP REMOVEABLE PANEL SUCH SUPPORT CLIPS W FAGS FRAAMR�ITHER SIDE OF PLYWD. # # 1 MASTER 5ATHROOM 1 MASTER 5ATHROOM 1 MASTER BATHROOM 1 MASTER 5ATHROOM � 1 ELEVATION r2*"� E LEVATION 3 ELEVATION � ELEVATION 2.cq. SCALE= 1/2'=1'-O' 2 cq SCALE: 1/2'=1'-O' 2 cq SCALE: 1/2"=1'-O" 2 cq SCALE: 1/2'=1'-O' OWNER/DEVELOPER STONE TILE VAIL RESORTS WD. CROWN 3 2 1 MOLDING TRIM .� � WD. GROWN 2 o.H. DEVELOPMENT WD. GROWN SHOWER MOLDING 0 �o WD. CROWN COMPANY MOLDING HEAD MOLDING AVON,COLORADO GYP. BOARD PAINTED , — , GYP. BOARD --------- GYP. BOARD GYP. BOARD �' I 1 PAINTED PAINTED DESIGN ARCHITECT CEILING FURR WALL MIRROR �• � _ � SCONE WALL -1 DN. -- - - RE: INTERIOR TAI I 1 - GYP. BOARD DESIGNER EQ EQ WOOD BLKG. BACKSPLASH RE: TUB _ '� EQ EQ. SECTION DETAIL PAINTED STONE F IN WALL = ' AI4 - STONE TUB PLATFORM TOP, 3 4240 TAq BACKSPLASH STONE TILE A 2 FRONT E TUB BACKSPASH AT BACK WALL PANELS Denver, Colorado SINK FAUCET '�' SHOWER WALL 10 WOOD BLKG. fN WOOD BLKG. -- SHOWER IN WALL iii UNDERMOUNT I I CONTROLS ____ _ WOOD BLKCrt. IN W L TUB FAUCET d SINK i i WALL ,q CONTROLS TAq ARCHITECT OF RECORD STONE - SHOWER DOOR _ GLOVER SMITH BODE,INC STONE WALL BACKSPLASH WOOD BLKiCx. IN �� -------_.__-----------_-_-__--_-__-------------.--_—---_-_- -----------------_-- __--_- — — 1/ TOWEL BAR ` 1 J WALL — — �4 OKLAHOMA CITY,OKLAHOMA BAGKpBLSEGTR N COUNTERTOP -1 __ - WOOD CABINET -1 DETAIL _ - - m _ ----- -- BACKSpLASH ALPINE CIVIL NGINEERING,INC POCKET �t O FRONT W/ TOP DRAWER SHOWER DOOR VAI COLORADO INNER `� - GYP. BOARD DOOR STONE WALL STONE TILE L,C N TILE BASE LANDSCAPE ARCHITECT PAINTED WHIRLPOOL TUB � � � , , � � �_ ____ \ ,- � TOILET � f � s E GROUP 1 ( I TUB PROFILE __J BURLINGTON,VERMONT AT SIDE WALL I __ _ REMOVABLE BASE FILL 10' 2'-0' '-O' 2'-O' 10' ILL STONE TILE STONE SILL RzEMO1/EABLE SCONE 2'-O' 2'-0" STRUCTURAL ENGINEER CABINET l5EL01 W/ STONE TILE STONE TILE ACCESS PANEL, POLISH HAYNES WHALEY ASSOCIATES, COUNTER 4 SINK) BASE 4 5 REMOVABLE CAB. 10 10. BELOW BASE TYP. ALL EXPOSED EDGES, INC SINK WOOD CABINET SHOWER HOUSTON,TEXAS SECTION CLEAR OPENING OR FRONT FLOOR DRAIN STONE TILE WOOD CABINET ACCESS TO WHIRLPOOL PUMP CONTROLS (VERIFY B'A'SE MECHANICAL ELECTRICAL MFR'RS REQ'D CLEAR PLUMBING ENGINEER DRAWER FRONT (3 FIXED TONE EQ. (1) LARGE PANEL AT TUB ABS CONSULTANTS INC DRAWERS) REMOVABB ENPANELAP APRON DENVER,COLORADO SUCH SUPPORT CLIPS INTERIOR DESIGN *2 MASTER J� ATTACH AT EITHER SIDE WILSON&ASSOCIATES 5ATHROOM 02 MASTER 5ATHROOM OF PLYWD. FACE FRAME DALLAS,Tx ELEVATION � ELEVATION *2 MASTER 5ATHROOM #2 MASTER 5ATHROOM LIFE SAFETY BCER ENGINEERING INC ARVADA,COLORADO ._ ELEVATION 8 ELEVATION 2.cq. SCALE: 1/2 =1 -O 2 cq SCALE: 1/2 -1 O jq SCALE: 1/2'=1'-O" 2•Cq• SCALE: 1/2"=1'-O° PROJECT NUMBER 2094100 ISSUE REVISION DATE 2 1 10. 10 O.G. OVER SINK SHOWER HEAD SHOWER HEAD O i 1 eATHROO I ACCESSORIES - TYR CLUB UNITS WALL MIRROR I 1'-O' — LD. RE: INTERIOR I DESIGNER A �' " - '4 TAI EQ EQ. MARK CODE SYMBOL DESCRIPTION MOUNTING HT. �,qpK - 4 f - -- --- - TAI B-O TOWEL RING 4'-3' A.F.F. (U.O.N.) CFCI T'a'1 GYP. BOARD GYP. BOARD STONE TILE AI4 , PAINTED SHOWER PAINTED TRIM 0. TA2 B-Q a ROBE HOOK 5-6 A.F.F. (U,O.K) CFCI WOOD BLKG. IN SINK FAUCET DOOR SURROUND SCONE TA3 B_M TOILET PAPER HOLDER T R 2'-O' A.F.F. (U O.N.) I'-1' GFCI �' SHOWER WOOD BLKG. A.F.F. TYP. AT M BATHR"IS i STONE WOOD BLKCx. IN STONE TILE At BACKSPLASH i i IN WALL tA� 8-N 24' TOWEL BAR 42' A.F.F. (U O.N.) r A CONTROLS CFCI BACKSPLASH WALL BACK WALL T'� I 4 COUNTERTOP 1 _q OF SHOWER i TA5 B-P SHOWER DOOR TOWEL BAR 34' A F.F. (U OK) TAro NOT USED 1 017 REV #7 10/19/07 ti. .. . ---- // �9 TAI B-R ® COINER BASKET - SOAP BASKET 5'-O' AF.F. SHOWERS (U.O.N.) ml �LL LL 4 WOOD BLKiCs. `�� \ �_ _ �_ _ � �_ � g 015 REV #6 08/10/07 IN WALL _ _ � WOOD BLKG. IN 2 4 A.F.F. MASTERTUBS (U.O. ) 6 WALL TAS MIRRORS)(O.C. ABOVE VANITY MOUNTING HGT. RE: INT. DES. CFCI 5 014 REV #5 05/04/07 \ � ' GYP. BOARD SHOWER SINK(S))(LOCATE BY RE: INT. DES. STONE WALL PAINTED DOOR STONE WALL 4 013 REV #4 04/12/07 L "I �, TILE SHOWER TILE TAq B_w 1 4'-6' A.F.F. (U.0,K) CFCI 11 WOOD CABINET i i DOOR W/ , ` �_r____ ` (O.C. ABOVE VANITYAT SIDE WALL FRONT TOWEL BAR 1 ( I RE: INT. ELEV. (CLUB UNITS ONLY ` ------ ------ TA10 B-S SHOWER CURTAIN ROD 6'-8' A F.F. (U.O.N) CFCI ILL 0•H. 2 -O STONE TILE TAII ( IRON CADDY (1)AT ALL UTIL. RMS 5'-6' A.F.F. (U-0,K) g � STONE TILE BASE 4 5 CFCI SHOWER 105 10 STONE TILE BASE 10. 10 TA12 CL CLOTHESLINE V-SHOWER.F. (U.O.N.) WITHIN I FLOOR DRAIN SHOWER BASE FLOOR DRAIN TA13 �� SAFE (1)AT ALL MASTER CLOSETS 4'-0' A.F.F. TO TOP(U.O.N.) CFCI L?1. RE: 5t6/A2.10.18 TA14 24' GRAB BAR(VERTICAL MOUNT) 4'-6' O.C. A.F.F. (U.O.N.),6' O.C. MI tJ� �1/� *J� 1� J� �1/� AT ALL SHOWERS t TUBS W/ HORIZONTALLY FROM ENTRY PROJFr 5ATHROOM HROOI I 5A I HROO I 5ATHROOM 5ATHROOI I SHOWERS WALL N R7" TTiUE NOP M VAS' I ON ELEVATION ELEVATION ELEVATION TA15 FIRE EXTINGUISHER(1)AT ALL UTIL. 4'-0' A.F.F. (U.0,K) �I PROJECT KEYPLAN 10 11 12 FE RMS REFER TO SECTION 10522 FOR cr DESCRIPTIONS 1.Gq.3 SCALE: 1/1 -1 O 1.Gq. SCALE: 1/1 -1 O I.Gq.3 SCALE: 1/1'=1'-O' TAI& 2Y{ WALL FURR OUT AT POCKET DOORS RE: 2.0 jq SCALE: 1/2°=1'-O' - - _ _ M ADJACENT TO ELEC. OUTLET BOXES ON q/A2.10.1 ONE OR BOTH SIDES N NOTES: UNIT 3 C f C) I. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FUWISHED CONTRACTOR INSTALLED INTERIOR N 2. BATHROOM M AT UNITS 000%0216 t 0218 TO BE FULLY COMPLIANT W/ANSI A111.1 TYPE A. AT ALL co REVIEWED BY OTHER UNIT BATHROOM 1,FAIR HOUSING t ANSI A111.1 TYPE B GUIDELINES MUST BE APPLIED. ELEVATIONS 0 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. v 4. REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. FEB 2 62008 SAFEbuilt Colorado SCALE.- 1/2' = 1'-0* A2 * C9 * 3 U 0 2'-0' 4'-0' 8'-0' U d' rn ....... SINK WD. CROWN WD. CROWN WD. GROWN MOLDING MOLDING MOLDING C) WALL MIRROR RE.- INTERIOR DESIGNER— GYP. BOARD 10/19/01 GYP. BOARD GYP. BOARD GYP. BOARD PAINTED ............. TA1 PAINTED PAINTED SINK FAUCET PEDESTAL PEDESTAL i i WOOD 5LKG. IN WALL STACKING 1 :11 0 WASHER 4 DRYER WOOD 5LKG. IN DRYER SINK SINK A UL BEYOND IN UTILITY CLOSE WALL P& C) OILE v- c STONE TILE RASE TILE BASE z 21-01 c) STONE TILE 4 STONE TILE BASE v u BASE POWDER BATHROOM FO14DER 5ATHROOM PODER 5ATHROOM UTILITY ROOM W '—' W I ON w cn ELEVATION ELEVATION ELEVATION K-4 E�.E1�AT SCALE.- 1/2"=1'-O" IQ--C:jq- SCALE.- 1/2'=11-0 1 Q�cjq_ SCALE,- 1/2'=1'-0' IQ�cq- SCALE,- 1/2'=V-0' OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO DESIGN ARCHITECT 4240 Denver, Colorado ARCHITECT OF RECORD GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA CIVIL ENGINEER ALPINE ENGINEERING,INC VAIL,COLORADO LANDSCAPE ARCHITECT S E GROUP BURLINGTON,VERMONT STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, INC HOUSTON,TEXAS MECHANICAL ELECTRICAL PLUMBING ENGINEER ABS CONSULTANTS INC DENVER,COLORADO INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX LIFE SAFETY BCER ENGINEERING INC ARVADA,COLORADO PROJECT NUMBER- 2094100 ISSUE REVISION DATE BATHROOM ACCESSORIES TYR CLU5 UNITS I' . MAW CODE SYMBOL DESCRIPTION MOUNTING HT. REMARK TAI 5-o JL TOWEL RING 4'-3' A.F.F. (U.0,K) CFCI TA2 5-Q z ROBE HOOK 51-61 ARF, (UOK) CFCI TA3 5-M Cj TOILET PAPER HOLDER TYP. 2'-O' A.F.F. (U,O.K) I'-I' CFCI A.F.F. TYP. AT 01 BATHRMS TA4 E3-N 24' TOWEL BAR 42' AF.F. (U,O.K) CFCI TA5 15-P SHOWER DOOR TOWEL BAR 34' AF.P. (U.0,K) mi TA& NOT USED TA-1 5-f;R CORNER BASKET - SOAP BASKET El'-O' ARF-6 SHOWERS (U.O.N.) CFCI /1�0 1�7 � #7 10/19/07 2'-4' AF.F.6 MASTERTU15S (U.O.N,) TA8 MIRRORS)(O.C. ABOVE VANITY MOUNTING Wit RE.- INT. DES. CFCI 6- 015 REV #6 08/10/07 1 SINK(S))(LOCATE BY RE: INT. DES., A4 013 REV #4 04/12/07 TA9 B-W ii,liel 4'-6' A.F.F. (UO.K) CFCI (O.C. ABOVE VANITYAT SIDE WALL INT_ ELEV_ (CLUB ONLY) TRIO 5-S SHOWER CURTAIN ROE) (01-81 A.F.F. (UOK) CFCI TAIL IRON CADDY (1)AT ALL UTIL. F41S 5'-6' A.F.F. (U.O.N.) CFCI 7TLs1,1TE_i7yL) TA12 CLOTHESLINE W-VAR.F. (U.O.N.) WITHIN CFCI GL SHOWE TA13 SAM (1)AT ALL MASTER CLOSETS 4'-O' AFF. TO TOP(U.O.N.) mi RE.- 546/A2.10.18 TA14 24' GRAB BAR(VERTICAL MOUNT) 4'46' O.C. A.F.F. (U.0,K),V O.C. cFcl AT ALL SHOWERS 4 TUBS W1 HORIZONTALLY FROM ENTRY PROJECT SHOWERS WALL NOR'M) TRUE NOFTH TA15 FIRE EXTINGUISHER(1)AT ALL UTIL. 4'-O' AF.F. (U.0,K) CFCI PROJECT KEYPLAN EE Rls REFER TO SECTION 10522 FOR I DESCRIPTIONS TAI& 2Y4* WALL PURR OUT AT POCKET DOORS RE.- ADJACENT TO ELEC. OUTLET BOXES ON 9/A2.10.1 ONE OR BOTH SIDES NOTES.- UNIT 3 C f Ln I. ALL ACCESSORIES MI U.N.O. CFCI-CONTRACTOR C) REVIENNED By INTERIOR Ln 2. BATHROOM MAT UNITS 0009,0216 4 0218 TO BE FULLY COMPLIANT W1 ANSI A111.11 TYPE A. AT �i OTHER UNIT BATHROOM M,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED. ELEVATIONS 00 C) 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. 1111111,IED By C) E26 2008 FEB 4. REFERENCE A2.10.9 FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. i:hjjjIt color SArtbullt colorado SCALE.- 1/2' z V-O' A 2 . C 9 . 4 N0 21-01 41-01 01 U rn 10/19/01 Zi l--i BALCONY SLAB EDGE BALCONY HANDRAIL u 0 u X40a'-4 12' 0. 4 ^ 21/2' 1 1/2' 12'-11' 141-01 13'-51/2' --1/2' TO GRID 54 a LINE OF ROOF ABOVE a � I A LINE OF BALCONY AND ROOF ABOVE AIR INTAKE xj 0 SOFFIT 15ALCONIr RE.- MECHANICAL ---- ------------------------------ ----------- --7=------- ----------- - if IF I __T_L F1 1— 1 6 0O 0 — 0 D - - - - - - - - - - - - - - - - - - I — — — — — — — — - OWNER/DEVELOPER 2'-0' .101 VAIL RESORTS #1 FIREPLACE FLUE TO JOG AS MASTER BRACE L V kl�s REQ'D BY STRUCT. AND DEVELOPMENT BEDROOM E-I 1_Qj IE III 1 5-1 E:D q'�� CONTINUE TO ROOF CAP 10 HEAD HEAD 0 COMPANY WALL LE -ut f--2:_ RE.- 14/A6.-I, 151Aro. AVON,COLOR-ADO _w?k --,a, kcce + - 10/A2.70.-5f-- — 1!712710, #2 IVING I I I MASTER STER 10 -011 I BEDROOM I ND ESIGN ARCHITECT qU A.F.F.AF 31 1 -91 3 -0 3 -10 14'-0' 1[ 11/2 EL 11-21 1 1/2 4240 CLOSET 76 CIO. A.F.F. -1 EQ A.F.F. Denver, Colorado DINING T T25 .00, ROOM ( 2 A.F.F. L EQ L __ __ ,\ I- 8'-O" 0 0 A.F.F. ARCHITECT OF RECORD ------- LOVER SMITH BODE,INC 0 CIA -------- S1-On OKLAHOMA CITY,OKLAHOMA - - il F w CLOSET 8 1/2' ca CIVIL ENGINEER 0 ALPINE ENGINEERING,INC _0 T12 VAIL,COLORADO al '0 ---------- A.F.F. + z T12 S_III _1717 LANDSCAPE ARCHITECT ----------- S E GROUP #1 MASTER �01 BURLINGTON,VERMONT TF_ BATHROOM KFTCHEN I ,CT3 ) -1 k T3 L IL 4 01� „i,.—R C'11 STRUCTURAL ENGINEER 1 02 HALEY ASSOCIATES, AR 1 MASTER HAYNESV 40P 0 115ATHRM 0 INC FE -------- 7- HOUSTON,TEXAS TOILET J. T12 L1 INTAKE L MECHANICAL ELECTRICAL TOILET AIR INT 0 SOFFIT 11 :o� PLUMBING ENGINEER (T( [ A 2c;d5,U2 T D(O FA I I ABS CONSULTANTS INC EJ ------ MECH'L I 'RU A.RF N i HATCHED AREA TYP. DENVER,COLORADO DESIGNATION OF R-11 INTERIOR DESIGN 0 UNPAGED GATT INSUL. WILSON ALLASSS&AOCIATES TX F7� D , :3 b A 0 C I INC ASSEMBLY ' u _+_ — ILL, LIFE SAFETY ENGINEERING INC A.F.F. ARVADA,COLORADO %41 1 T j j 0 :T— \ '\ " \ \ V BCER 4_4 0 0 E) GD_ T — ii — /Z I ''I 0 -4 11111111 11111111 w moo C) -4 51011 1 : 1" _/' I FOYER UTIL/ - - - - - - - - - - - I-oil &I-Oil I L 1-- r4 2 POWDER MECH PROJECT NUMBER 2094100 I — 'I- A.F.F. ta ��Q�10. I ROOM XCIO. CIO. 2CC1513 ISSUE REVISION DATE 111-21 0 1/2' 35'-9Y2' To 5 61-4' 4'-(o 1/2' GRID 62 46 47 48 49 50 51 52 53 46 47 48 49 50 51 52 53 54 /\ 1 REWDIMENSONS ISIO GENERAL NOTES.- FLOOR FLAN 2C:d, UNIT 0510 1. AI TO EXTERIOR WALLS REVISED TO SCALE.- 1/4"=I'-O" OUTSIDE FACE OF STUD, Iq p 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED REFLECTED CEILING NOTES.- PLAN NORTH DIMENSIONS TO NEAREST GRID (AT PLANS W1 STEEL GRIDS), REFLECTED CEILING PL AN 3, HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). 1. RE.- 9/A2.10.5 FOR TYPICAL AT UPPER COFFER TRANSITIONS AND FOYER 4. REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT Iq p 2.clo. SCALE.- 1/4"=1'-0" CEILING TRANSITIONS. REV #7 10/19/07 PLAN(S). PLAN NORTH 2. FOR RECESSED DRAPERY TRACK, RE.- 1/A2.10.5 FOR FURR DOWN TRANSITIONS 5. BALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED ADJACENT TO EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER A& 015 REV #6 08/10/07 ELSEWHERE IN DRAWINGS, 5EDROOMS, 1/A2.10.5 16 SIMILAR AT ALL BEDROOMS 4 STUDIES WITH EXTERIOR A4 013 REV #4 04/12/07 WINDOW WALLS, INDICATING POCKET. 3. RRE: 3 4 3A/A2.10.5 FOR CEILING TRANSITION TO S' CEILING AT KITCHENS. EXCEPT REVIEWED BY NOT AT CLUB UNIT KITCHENS, 4. RE.- 3A/A2.10.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND FEB 2 6 2008 WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS, 5, SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED " PER FOOT IN WHOLE 2 SAFEbuilt Colorado OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE I HEIGHT VARIES, OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM GENERATORS ARE TO HAVE LEVEL CEILINGS, EAST WING 6. EXPOSED TO STRUCTURE AT MECHANICAL CLOSETS. PROJE= GENERAL NOTES.- 1. PENDANT LIGHT FIXTURES ABOVE KITCHEN BAR TO 5E 2'-6' ABOVE BAR NORTH) TRUE 1, TYPICAL ENTRY DETAILS 4 ELEVATIONS RE.- SHEET A2.10.15. COUNTERTOP U.O.N.. PENDANTS TO 5E HORIZONTALLY EQUALLY SPACED OVER PROJECT KEYPLAN 2. REFER TO SHEETS A6.1 AND A6.1.1 FOR TYPICAL FLUE DETAILS. BAR WITH FIXTURES ADJACENT TO CABINETS, TO CLEAR CABINET DOOR SWINGS, cr 3. REFER TO A2.10.1 FOR ROOM FINISH 4 DOOR SCHEDULE AND ADDT'L GENERAL NOTES. Ar. PRE-MARK 4 VERIFY ALL LOCATIONS W/ INTERIOR DESIGNER RE.- INTERIOR 4. REFER TO ENLARGED FLOOR PLANS FOR ALUM. CLAD EXT. WINDOW 4 DOOR DESIGNATIONS ELEVATIONS. 6 8, ADDITIONAL GENERAL NOTES AND LEGEND REFER SHEET A2.0.1. 5. ALL FIREPLACE FLUE PIPES ARE TO HAVE A J/4' RISE PER 1'-0' HORIZONTAL RUN. THIS 15 A& -9. IN COFFERED CEILING AREAS, THE CEILING HEIGHTS ARE INDICATED AS 101-01. UNIT 2Cd TO INSURE PROPER VENTING OF HOT GASES AS REQUIRE[) 5Y MANUFACTURER, THIS NOTE IS TO ADVISE THAT THE INTENT OF THIS HEIGHT INDICATION IS TO INSTALL UNIT PLAN (o. PROVIDE 1/4' WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT co THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. C) & REFLECTED C) REFRIGERATORS. 10. REFER SHEET A2.0.1 FOR UNIT LIGHTING LEGEND. MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH CEILING PLAN 11. AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS MECHANICAL DOCUMENTS. REFER A6.23 FOR DETAILS. POSSIBLE W1 SMOKE DETECTORS ADJACENT. S. REFER TO SHEETS A2.10.9 4 10 FOR UNIT REFERENCE STANDARDS. 12, ALL UPPER KITCHEN CABINETS TO HAVE UNDER CABINET LIGHTING. A2 . C 10 . 1 SCALE- 114' z V-0' 0 21-01 40-01 81-01 O tY tY rn co C6 CD co cn r, cn C 47 ti C*" cn ro 10 TYP_ I STEEL V 121-ol cn 5RACKET SCREW L 12'-3' 9'-ro 1/2 ATTACHED TO PIPE 4 2'-5' 21-Ol FLOOR AT 50TH EQ. EQ. L 10' L 6' , Q SIDES FLOOR EQ EQ. OF PIPE SLOPES T TO DRAIN -11 TYP. 2- SO. L/ METAL PIPE J. A GL E DISH_ —TOP EDGE OF TA2 WASHER 15AR COUNTER- p 79 TOP cli KITCHEN _ L" HATCHED AREA FLOOR SINK UNDER STONE TOP, J STEEL PLATE WELD SLOPES VANITY ATTACHED TO TA1 7- i�% TO DRAIN TAI (R13 COUNFERTOF L] J -CIO SQUARE PIPE REMOVABLE 15ASE CA51NET (5ELOW -1 �ftw rVANITY COUNTER 4 SINK) cf) 8 w 0 q I? r COUNTERTOF O.H, L IT 2 CIO 10 2 1 16 2.00, 1 < CIO 3 V MTL. STUD 9 11 O.H. 0 --fFj w I — w Lu TOP EDGE OF 1)Min 2.C10. Z. 1 -1 EXHAUST= WORKSUWACE 12 HOOD COUNTERTOP -CIO. O.H. TA3 �1 FC-110 w -T = CA RANGE 4 C I�L tu MTL. STUD w TA4 0-4 VE WINE CHILI.ER O.H. O.H. 0 �4 , - - - - - - - - - - - - TA3 -I u 2'-0 1/2' 1/2, - - - - - - - - - - 2.CIO. TA3 U�Ajq 1 2-4 4 1/2 O.H. O.H. A (3 TU5 TOI ET TAI TU5 MICRO F-- — I I \ 1- -1 - (E)- — I 2 CIO. I F Lul i P5 CA TOILET REFRIGERATOR L _J P13 it SH EQ"- EQ.`� EQ. EQ. P2q it 1. k 0 1'-0 1/2'/,---\ 11- 31- ro'-cl 1/2' 1 r r 1 0 t. rol-2m -------If— It 51-2N ... ro'-9 1/2' 41-31 It OWNER/DEVELOPER 1/2-1 4 L VAIL RESORTS 21-01 DEVELOPMENT COMPANY E NLARGED FLOOR PLAN AVON,COLORADO ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN 5ATH *2 MASTER 5ATHROOM ENLARGED FLOOR PLAN DESIGN ARCHITECT KITCHEN 01 MASTER 5ATHROOM \k�-cjlo- SCALE.- 1/21=11-01 POWDER ROOM 5ATHROOM \��_C_10_ SCALE.- 1/2"=r-o" SCALE,- 1/2.=I,-O. SCALE.- 1/2"=V-0" 4240 UPPER WOOD C-0 UPPER WOOD Denver, Colorado r�r) CA51NET DOORS C:A51NET FIXED 2--cil L 10. cn W/ WD. GROWN 1/2' FILL FRONTS MOLDING FILL-,). 2'-0 L 3'-0 1/2y' L FILL-j EQ EQ 1'-6m rFILL WOOD CROWN ARCHITECT OF RECORD MOLDING RE., GLOVER SMI H BODE,INC 31A2.10.6 OKLAHOMA CITY,OKLAHOMA CIVIL ENGINEER J. J. PENDANT LIGHT ALPINE ENGINEERING,INC MICROWAVE AT EXHAUST HOOD-- VAIL,COLORADO OPEN SHELF STONE 5ACKSPLASH UPPER CABINET L L L LANDSCAPE ARCHITECT LOWER WOOL) W1 GLASS DOORS STONE COUNTERTOP 4 41-01 S E GROUP CA51NET DRAWER 4 UNDERCA51NET BAR TOP W1 BURLINGTON,VERMONT z 7 7 FRONTS (TYP) ILL LIGHTING BEVELED EDGE REFRIGERATOR STACKING 2'-0' TOR LL STRUCTURAL ENGINEER (VERIFY MFR'S (Dq HAYNES WHALEY ASSOCIATES, --J EQJ-T-.-r1Eq--T, i WASHER FILL Z�j I REQ'D CLEAR) �4 W tu COOK TOP w INC DRYER -!j UL LOWER WOOD HOUSTON,TEXAS CABINET DRAWER O.H_ MICROWAVE W1 5UILT-IN TRIM KIT w -1 Wo OVEN 7 7f FRONTS MECHANICAL ELECTRICAL c'i (L (3 ttj STONE 5ACKSPLASH LOWER WOOD ABS CONSULTANTS INC STONE CA51NET DRAWER (ID W/ 4' BEVELED TOP COUNTERTOP ff J ra,�\ FRONTS (TYP E: EDGE 4 EXPOSED 9) q - DISHWASHER DENVER,COLORADO W/ 5EVELED SIDES ff tu EDGE INTERIOR DESIGN WINE CHILLER K TYP, WOOD LL WILSON&ASSOCIATES LOWER WOOL) ff ............ 5ASE WD TRIM W1 Lu - DALLAS,TX (5)F CABINET DOOR (L C3 FRONTS CORNERS tLj MITERED OK LIFE SAFETY BCER ENGINEERING INC L /2 TYP. WOOD FILL ARVADA,COLORADO 0 FILLA --�ASE FILL-, V-5 1/2' ILL BASE FILL 3'-O' 4' 21-01 3'-1 1/2 7 1 bFI (VERIFY MFR'S (VERIFY MFR'S SINK CA5INET PROJECT NUMBER 2094100 REQ'D CLEAR) REQ'D CLEAR) DOOR FRONTS 1,-3 1& 2'-0.) (PER MFR'S (VERIFY MRFIRS ISSUE REVISION DATE REQ'D CLEAR) REQ'D CLEAR) 41-11 KITCHEN KITCHEN KITCHEN ENLARGED FLOOR PLAN ELEVATION- ELEVATION ELEVATION UTILITY lk�-�1:10- SCALE.- 1/21=11-01 SCALE.- 1/2"=V-0" SCALE.- 1/2"=P-O" SCALE.- 1/211=11-01, 5ATHROOM ACCESSORIES TYR CLUB UNITS MARK c:oDrz SYMBOL DESCRIPTION MOUNTING WT. REMARK TAI 5-0 _T_ TOWEL RING 4'-3' A.F.F. (U.O.N.) CFCI TA2 5-0 z ROBE HOOK 5'-6' A.F.F. (I.I.O.N.) CFCI TA3 jB_M Cj[ TOILET PAPER HOLDER TYP. 2'-O' A.F.F. (U.O.N.)11-1' CFCI A.F.F. TYP. AT M 5ATHRMS TA4 5-N 24' TOWEL BAR 42' A.F.F. (U.O.N.) CFCI OPEN To TAB, 5-F SHOWER DOOR TOWEL BAR 34' AF,F. (U.O.N.) CFCI BEYOND I TA& NOT USED /1�017 REV #7 10/19/07 PENDANT LIGHT TAI 5-R 14 COWER BASKET - SOAP BASKET 5'-0' A.F.F.6 SHOWERS (U.O.R) CFCI TILE 5ACKSPLASH L L L 2'-4' AF.F.,m MASTERtUBS (U.O.N.) (0 015 REV #6 08/10/07 EQ. EQ. TAB MIRROR(S)(O.C. ABOVE VANITY MOUNTING HGT. RE., INT. DES. Cpci 013 REV #4 04/12/07 Ea. EQ. L SINK(S))(LOCATE BY RE.- INT. DES. A4 STONE WOOD TAq 5-W <�2- I 4'-6' A.F.F. (U.O.N.) CFCI COUNTERTOP 4 SUPPORT (O.C. ABOVE VANITYAT SIDE WALL 5AR TOP W/ BRACKET RE.- INT. ELEV. (CLUB UNITS ONLY 5EVLED EDGE— RE.- A2.10,& TRIO 5-S SHOWER CURTAIN ROD 6'-8' A.F.F. (U.O.N.) c3_CI STAIN GRADE WD. j:Q. IZQ TAIL IRON CADDY (1)AT ALL UTIL. RMS 5'-6' A.F.F. (U.O.N.) acl TRIM (MITERED EQ. TA12 CLOTHESLINE 6'-8' A.F.F. (U.O.N.) WITHIN CF-Cl CL EXPOSED CORNERS) SHOWER TA13 SAFE (1)AT ALL MASTER CLOSETS 4'-Ol A.F.F. To TOP(U.O.N.) CFC1 EAST WIWG STAINED GRADE RE.- 54(o/A2.10.18 T4G WOOD PLANKS--- TA14 24' GRAB BAR(VERTICAL MOUNT) 4'46' O.C. A.F.F. (U.O.N.),VO.C. CFC-1 PROJE= NORI" AT ALL SHOWERS 4 TUBS W1 HORIZONTALLY FROM ENTRY 110R'M TYP. WOOD -31/2 SHOWERS WALL PROJECT KEYPLAN 5ASE _4 1/2' TAIrp FIRE EXTINGUISHER(1)AT ALL UTIL. 4'-O' A.F.F. (UOK) CFCI 1'-0' VARIES (RE.- ENLARGED PLAN) FF--E] REFER TO SECTION 10522 FOR DESCRIPTIONS TAI(o 24' WALL FURR OUT AT POCKET DOORS RE.- ADJACENT TO ELEC. OUTLET BOXES ON q/A2.10.1 UNIT 2 C d f1r__ ."EVIED BY 2 ONE OR 50TW SIDES ENLARGED NOTES,- 00 1. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED PLANS CD FD 2 6 2008 C) 2. BATHROOM M AT UNITS 000q,0216 4 #218 TO BE FULLY COMPLIANT W1 ANSI A111,1 TYPE A. AT ALL KITCHEN OTHER UNIT BATHROOM M,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED. 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. SAFEbuilt Colorado 4. REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD ETAILS. cn ELEVATION- A2 . C 10 . 2 SCALE.- 1/2"=V-0" SCALE,- 1/2' = V-O' U 0 H ZP� CIO _X 4 —w7 ;L0111 __`2vo-H. T PAOIL I T < 0 21-01 41-01 8'-01 I U rn STONE TILE 1 2 3 TRIM X."V C WD. CROWN SHOWER WD. CROWN MOLDING HEAD WD. CROWN MOLDING MOLDING GYP. BOARD A FAINTED WD. CROWN GYP. BOARD GYF', BOARD I MOLDING PAINTED WALL MIRROR CEILING PURR RE.- INTERIOR - - -- - - - - - - - - - - - - - DN. TAI GYP. BOARD DESIGNER GYP. BOARD EQ L EQ- FAINTED EQ. EQ FAINTED / 1 ,I STONE TUB PLATFORM TOP, TAI A14 ER STONE WALL FRONT 4 TUB 5ACKSFASH to "-'-SwOW/ / 5ACKSPLASH RE.- TUB STONE TILE WALL PANELS DOOR I A AT 5ACK A SECTION DETAIL 101 SINK FAUCET \1 STONE SHOWER WALL WOOD 5LKG. IN WOOD 5LKG. SHOWER WALL \ - 5ACKSfDLASH UNDEFZMOUNT IN WALL CONTROLS WOOD 5LKG. IN TU5 FAUCET 4 iii SINK __1 WALL CONTROLS I WOOD 5LKG. IN STONE WALL SHOWER DOOR 5ACKSF'LASH r STONE WALL ��LLL��77 .. .. ............. . ........... ........... W1 TOWEL BAR 4 COUNTERTOP 5ACKSPLASH RE TU5 SECTION MMM DETAIL STONE --------- Izz POCKET WOOD CABINET F=m I _ _ _ ® �I 5AC_KSF`LASH FRONT W1 TOP DRAWER 0 GYP. BOARD STONE WALL PAINTED DOOR /F a-01 TILE TOILET BASE FRONT WHIRLPOOL ro SINK WOOD CABINET WHIRLPOOL TU5 WOOD CABINET AT SIDE WALL TUB F'ROPILE REMOVEA5LE STONE j -ON ACCESS 10ANEL, POLISH DRAWER FRONT (3 REMOVABLE BASE r -STONE SILL L 21 ED EDGE ALL EXPOSED EQ. (1) LARGE FILL-j 2 21-&' FILL CABINET (BELOW STONE TILE 41� DRAWERS) 1 1 COUNTER 4 SINK) 4 BASE \—STONE TILE W1 STONE TILE PROVIDE 15'H X 20'W REMOVABLE CA5� 10 BASE TYF`. BELOW CLEAR OPENING FOR U SHOWER ACCESS TO WHIRLPOOL 1.4 r SECTION FLOOR DRAIN STONE TILE PUMP CONTROLS (VERIFY u 0 V BASE MFR'RS REQ'D CLEAR AND LOCATION, OVERLAP FIXED STONE REMOVEA15LE PANEL PANEL AT TUB SUCH SUPPORT CLIPS APRON ATTACH AT EITHER SIDE OF FLYWD. FACE FRAME *12 MASTER 5ATHROOM *12 MASTER 5ATHROOM 02 MASTER 5ATH fi OOM *2 MASTER 5ATHROOM W 1--1 ELEVATION 2� ELEVATION ELEVATION K�4� ELEVATION 1 _c I 0_ SCALE.- 1/2"=V-0" 1�4-cjlo_ SCALE: 1/2"=V-0" V2.-sl jo SCALE: 1/2'=1'-0' �_00_ SCALE: 1/21=11-01 2 3 OWNER/DEVELOPER WD. CROWN MOLDING VAIL RESORTS WD. CROWN SINK WD. CROWN WD. GROWN 4 GYP. BOARD -F DEVELOPMENT MOLDING MOLDING MOLDING FAINTED GYP BOARD COMPANY WALL MIRROR CEILING PURR AVON,COLORADO WALL MIRROR I'-6' DEEP OPEN RE.- INTERIOR DN. GYP. ARID DESIGNER ROD BELOW GYP. ARID F'AINTED RE.- INTERIOR SHELF W1 COAT DESIGNER 10AINTED TAI DESIGN ARCHITECT 5RUSHED TA9 GYP. 50ARD GYP. 50ARD GYF. 50ARD STAINLESS ROD FAINTED tAl PAINTED FAINTED SINK FAUCET WOOD 5LKG. SINK IN WALL WOOD 5LKG. IN STACKING SINK FAUCET— 0 UNDERMOUNT 4240 PEDESTAL PEDESTAL WALL WASHER 4 DRYER STONE — SINK SINK-------- A BEYOND IN 5ACKSf-LASH STONE WALL Denver, Colorado M UTILITY CLOSET 4 COUNTERTOP 5ACKSPLASH RE.- Ll L DRYER Ei_ -77 M F=M I TUB SECTION WOOD 5LKG. IN WOOD CABINET DETAIL ARCHITECT OF RECORD WALL GYP. 5OARD_______ FRONT W1 TOP DRAWER O GLOVER OILET PAINTED -LAHOMA CITY,OICAHOMA O WOOD SINK CABINET A u FRONT CIVIL ENGINEER ALPINE ENGINEERING,INC STONE TILE TILE BASE WOOD CABINET VAIL,COLORADO BASE DRAWER FRONT. (3 cim I 1 61 WHIRLPOOL TUB LANDSCAPE ARCHITECT - I WASHER EQ, (1) LARGE FILL 2'- -&1 21- ILL DRAWERS) AT SIDE WALL S E GROUP STONE TILE 21-01 f BURLINGTON,VERMONT STONE TILE BASE STRUCTURAL ENGINEER BASE HAYNES WHALEY ASSOCIATES, INC HOUSTON,TEXAS PODER ROOM POWDER ROOM POWDER ROOM UTILITY ROOM *11 MASTER 5ATHROOM W MECHANICAL ELECTRICAL PLUMBING ENGINEER ELEVATION ELEVATION ELEVATION ra--� ELEVATION ELEVATION ABS CONSULTANTS INC SCALE.- 1/21=11-01 SCALE: 1/211=11-011 SCALE,- 1/2 1 1-0 11 DENVER,COLORAD SCALE: 1/2'=1'-O' SCALE.- 1/2"=1'-O" 11�z-cjw_ 16�_clo_ c�10- INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX LIFE SAFETY BCER ENGINEERING INC ARVADA,COLORADO STONE TILE PROJECT NUMBER 2094100 TRIM ISSUE REVISION DATE SHOWER WD. CROWN HEAD WD. GROWN MOLDING MOLDING WD. CROWN GYP. BOARD MOLDING PAINTEp Fk EQ- L EQ TAI GYP. BOARD 5ATHROOM ACCESSORIES T'I'C'. CLUB UNITS I k1_1 YO PAINTED EQ. EQ STONE WALL STONE TUB PLATFORM TOF, MARK E SYMBOL DESCRIPTION MOUNTING HT. REMARK SHOW/EP. T FRONT 4 TUB 5ACKSF`ASH 15ACKSPLASH RE.- TUB 2 TA, STONE TILE WALL PANELS TAI 5-o -T- TOWEL RING 4'-3AF.F. (U.O.N.) CFCI DOOR AT BACK SECTION DETAIL ROBE HOOK 51-VA.F.F. (U.O.N.) TA2 5-Q CFCI SHOWER WALL TUB FAUCET 4 WOOD 5LKG. IN WOOD 15LKe. A -SHOWER STONE CONTROLS WALL TA3 15-M TOILET PAPER HOLDER TYF� 2'-O' A,F.F, (U.0 N.)11-11 CFCI IN WALL WOOD I5LKG. IN AFA TYR AT 01 BATHRMS CONTROLS 5ACKSPLASH WOOD 5LKG. IN ALL TA4 5-N 24' TOWEL BAR 42' AF.P. (U.O.N.) CFCI WALL SHOWER DOOR D 341 AF.F. (U.O.N.) W1 TOWEL BAR o SHOWER DOOR TOWEL BAR CF-Cl 1/2' NOT USED TA& 15-p, STONE TAI CORNER BASKET - SOAP BASKET 5'-0 AFAG SHOWERS (U.O.N.) CFC-I GYP. BOARD POCKET 5ACKSFLASH 2'-4' AF.F.6 MASTERTU13S (U.O.N ) STONE WALL PAINTED DOOR MIRROR(S)(O.C, ABOVE VANITY f —STONE TILE TILE IL SINK(S))(LOCATE BY RE.- INT, DES, J� ---- BASE j/1 017 REV #7 10/19/07 TUB PROFILE Z i TACI 5-W I 4'-VARF. (U.O.N.) CFCI ON 015 REV #6 08/10/07 (O.C. ABOVE VANITYAr SIDE WALL A& -STONE SILL L 2�-O' 1 L INT. ELEV. (CLUB UNITS ONLY) STONE TILE W/ STONE TILE EQ. A4 013 REV #4 04/12/07 4 5ASE STONE TILE EQ. TAIO 5-S SHOWER CURTAIN ROD V-8- ARR (U-0,K) cFCI SHOWER 10 SASE 5ELOW EQ 7 51-41 1 EQ. TAII IRON CADDY (1)AT ALL UTIL. RMS V-6- AF.F. (U-0-N.) CF_I FLOOR DRAIN STONE TILE REMOVEA5LE STONE ACCESS TA12 CLOTHESLINE 61-81 A.F.F. (U.O.N) WITHIN CFCI BASE PANEL, POLISH ALL EXPOSED SHOWER EDGES, PROVIDE 15H X 20'W FIXED STONE CLEAR OPENING FOR ACCESS TO TA13 SAM (1)AT ALL MASTER CLOSETS 4'-O' AF.P. TO TOP(U.O.N.) CFCl PANEL AT TUB WHIRLPOOL F`UMF` CONTROLS RE. 546/A2.10.18 APRON (VERIFY MFR'RS REQ'D CLEAR AND LOCATION, OVERLAF` REMOVEA5LE TA14 24' GRAB BAR(VERTICAL MOUNT) 4'46' O.C. AFA (U.0,K),VO.C, CFCI I-ANEL SUCH SUPPORT CLIPS AT ALL SHOWERS 4TU5S W/ HORIZONTALLY FROM ENTRY HROOM ATTACH AT EITHER SIDE OF f-LYWD. SHOWERS WALL #1 MASTER 5ATHROOM 01 MASTER 5A t HROO 01 MASTER SAT FACE FRAME I TAIrp FIRE EXTINGUISHER(1)AT ALL UTIL. 4'-O' AF.F. (U.O.N.) CFCI EAST WING ELEVATION ELEVATION ELEVATION RMS REFER TO SECTION 10522 FOR PROJECT DESCRIPTIONS TRUE SCALE: 1/2"=I'-O' 2.010. SCALE: 1/2"=1'-0" 2.C10. SCALE: 1/2"=1'-0" TAI& 2,V4' WALL FURR OUT AT POCKET DOORS RE.* ADJACENT TO ELEC. OUTLET BOXES ON 9/A2.10.1 PROJECT KEYPIAN ONE OR BOTH SIDES NOTES,- I. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED 2. BATHROOM 01 AT UNITS 0009,021(o 4 0218 TO BE FULLY COMPLIANT W1 ANSI A111.1 TYPE A. AT ALL CL CL OTHER UNIT BATHROOM 01,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED. UNIT 2 C d 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. INTERIOR 4. REFERENCE A2.10.9 FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. ELEVATIONS co REVIEWED BY CD CD FEB 2 6 2008 cm SAFEbuilt Colorado SCALE.- 1/2' m 1'-0' A 2 . C 1 U r*4 < 0 21-01 41-01 rn U rn j 10/19/01 BALCONY SLAB 54 55 56 58 60 61 62 64 ALCONY S L)A5 C5 C5 8 EDGE D 54 55 56 581 EE5ALCONY GI 60 61 62 64 3 HANDRAIL ANDRAIL 0', [0520 1 1 1 1 -1 114 411-011 � O !� INE 1/2 13'-2 1/2 15'-2' L 1 10'-2 1/2 21-41. ABOVE -BALCONY SLAE3 AIR INTAKE EDGE SOFFIT IR INTAKE 0 SOFFIT BALCONY BALCONY SLAB, RE.- MECHANICA RE.- MECHAN CAL HANDRAIL EDGE E �'stj U 0 5ALCONY, 11 14 BALCONY u 0 HANDRAIL u s C -------------- — ————— ——————— ————————————— ------- ---- --- 0 0 _J-1— '. - % i "I � 9 - - G -0 - - - 1 _� 0 - - - - - - - - - - - - - - - - - -- - — — — — — — — — - P21 _ _ _ � _ _ _ _ 02 2--—0 *q LIVING MASTER ib I m FIREPLACE FLUE TO JOG AS MASTER 5EDROOM ---------------- ROOM ��10 -1 V REQ'D BY STRUCT. AND BEDROOM I kG65041 ��0.I I EZ 1 T CONTINUE TO ROOF CAP I-EAD EAD WALL RE.- 141AO.-I, 15/A6.-I.1 _AALL __�IALL N4MES ALCONY SLA5, ),E A_7_4 ErTAKE _FIT _HANI.AL �L, NY io /A2.10. 9 +10'-0" 11-4 OWNER/DEVELOPER E A,F.F. 4'-5 U2' 11) L 13'-11 1/2' L 1 12'-6 1/2 +V-6111 1 A.F.F. VAIL RESORTS F 21-(oll T-0- !U- --p DEVELOPMENT COMPANY T213 GLOS. AVON,COLORADO (F -wg' n T25 :0 0_ 0 4-F ^q- DESIGN ARCHITECT cal 0 DINING -1 I-on F 1 12 7A cq 7B ROOM LIVID EF - I I /' a 1/2' 0 -00 Ce5 AZC10 O T12 12r,65021 F5 0 --IC—A.F 1 4240 --—————— --— \ _\ Denver, Colorado ro 4— ----------- rT A,F. T3 1 1 N ' 0 0 VI 01 ARCHITECT OF RECORD 1 0 A a GLOVER SMITH BODE,INC 02 E 0 FE MASTER OKLAHOMA CITY,OKLAHOMA Li L ? \�t N AST _j E. 5ATHROOM CIVIL ENGINEER GUM 12C 10 M_ I- VAIL,COLORADO 5 THR T12 ALPINE ENGINEERING,INC 1 FOYEIP, )d L LANDSCAPE ARCHITECT 0 0 BURLINGTON,VERMONT L e.. P STRUCTURAL ENGINEER HAY IV I NES WHALEY ASSOCIATES, 14�1 INC sH 0 INA li — E) ie HOUSTON,TEXAS ;;_06 UTIL./ now* 7— (3 -4 1 1 MECHANICAL ELECTRICAL POWDER MECH. P29A 14 -01 jz7 2 TOILET TOILET +5 +S -0 PLUMBING ENGINEER 2.01 b 12, CeE�Oa ROOM [2Ce512 A.F.F. A.F,F. A.F.F, ABS CONSULTANTS INC 2Cs5OI 2.Cll. DENVER,COLORADO r4 1'-1 1/2' INTERIOR DESIGN HATCHED AREA TYP. WILSON&ASSOCIATES 1��_cll_ Cl'-10 1/2' 351-cV121TO DESIGNATION OF R-11 DALLAS,TX 1-1111 1-( _91 1/2 11 UNFACED GATT INSUL. LIFE SAFETY 5 (01-41 4 11 0 GRID 62 A OVE CE I ING ASSEMBLY BCER ENGINEERING INC ARVADA,COLORADO PROJECT NUMBER 2094100 FLOOR PLAN 2Ce UNIT 0520 1 REVISION I GENERAL NOTES.- REFLECTED CEILING ISSUE REVISION DATE SCALE.- 1/41=11-01 1, WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO FLOOR PLAN 2Ce UNIT 0520 Iq D\Q_c_j11 OUTSIDE FACE OF STUD, 4 D 2.c11. SCALE.- 1/4"=V-011 PLAN NORTH 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED PLAN NORTH DIMENSIONS TO NEAREST GRID (AT PLANS W1 STEEL. GRI IDS), 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). 4. REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT PLAN(S). 5. BALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED ELSEWHERE IN DRAWINGS, REFLECTED CEILING NOTES.- 1. RE.- 9/A2,10.5 FOR TYPICAL AT UPPER COFFER TRANSITIONS AND FOYER CEILING TRANSITIONS. 1 017 REV #7 10/19/07 2. FOR RECESSED DRAPERY TRACK RE.- I/A2.10.5 FOR FURR DOWN TRANSITIONS ADJACENT TO EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER A& 015 REV #6 08/10/07 BEDROOMS, I/A2,10.5 16 SIMILAR AT ALL BEDROOMS 4 STUDIES WITH EXTERIOR 4 013 REV #4 04/12/07 WINDOW WALLS, INDICATING POCKET. 3. RE.- 3 4 3A/A2.10.5 FOR CEILING TRANSITION TO 8' CEILING AT KITCHENS, EXCEPT NOT AT CLUB UNIT KITCHENS. 4. RE.- 3A/A2.10.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND REVIEWED BY WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS. 5- SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED i' PER FOOT IN WHOLE FEB 2 6 2008 OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE HEIGHT VARIES, OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM GENERATORS ARE TO HAVE LEVEL CEILINGS. EAST WING SAFEbuilt Colorado (o. EXPOSED TO STRUCTURE AT MECHANICAL CLOSETS. = 1. PENDANT LIGHT FIXTURES ABOVE KITCHEN BAR TO BE 2'-6' ABOVE BAR NO PROJ=) COUNTERTOP U.O.N.. PENDANTS TO BE HORIZONTALLY EQUALLY SPACED OVER GENERAL NOTES.- BAR WITH FIXTURES ADJACENT TO CABINETS, TO CLEAR CABINET DOOR SWINGS. PROJECT KEYPLAN cr Ar. PRE-MARK 4 VERIFY ALL LOCATIONS W/ INTERIOR DESIGNER RE: INTERIOR 1. TYPICAL ENTRY DETAILS 4 ELEVATIONS RE.- SHEET A2.10.15. ELEVATIONS. 6 2. REFER TO SHEETS A6.1 AND A6.1.1 FOR TYPICAL FLUE DETAILS. __18. ADDITIONAL GENERAL NOTES AND LEGEND REFER SHEET A2.0.1. CD & 9• IN COFFERED CEILING AREAS, THE CEILING HEIGHTS ARE INDICATED AS 101-01, UNIT 2Ce 3. REFER TO A2.10.1 FOR ROOM FINISH 4 DOOR SCHEDULE AND ADDT'L GENERAL NOTES. THIS NOTE IS TO ADVISE THAT THE INTENT OF THIS HEIGHT INDICATION IS TO INSTALL UNIT PLAN 4. REFER TO ENLARGED FLOOR PLANS FOR ALUM, CLAD EXT. WINDOW 4 DOOR DESIGNATIONS co THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. C) 6. ALL FIREPLACE FLUE PIPES ARE TO HAVE A Y4' RISE PER I'-O' HORIZONTAL RUN. THIS IS & REFLECTED C) 10, REFER SHEET A2.0.1 FOR UNIT LIGHTING LEGEND. TO INSURE PROPER VENTING OF HOT GASES AS REQUIRED BY MANUFACTURER CEILING PLAN (o. PROVIDE 1/4' WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT 11. AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS cp REFRIGERATORS. POSSIBLE W1 SMOKE DETECTORS ADJACENT. 1= - MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH 12, ALL UPPER KITCHEN CABINETS TO HAVE UNDER CABINET LIGHTING. A 2 . C 11 . 1 u MECHANICAL DOCUMENTS. REFER Ab.23 FOR DETAILS. rq SCALE- 1/4' 1'-0* < 8, REFER TO SHEETS A2.10.9 4 10 FOR UNIT REFERENCE STANDARDS. I 0 m 70. rn 58 C 55CD 56 61 64 cn 58 ------ --- -------------------- L 12'-3 1/2' 2 1/2-1- S'-10 1/2' 10 L EQ. Q FLOOR L EQ- FLOOR SLOPES P5 P5 IY2' MEL STUD F5 SLOPES TO DRAIN ............. 3'3`-6' CLR .21-ON L 10' L am BELOW TA TO DRAIN I 10/1q/07 TOP EDGE OF CL BAR COUNTER- CL I TOP 58 CT A TYP. I I' STEEL V VANITY BRACKET SCREW COUNTERTOP REFRiGrz ATTACHED TO PIPE J4 -17- -EXHAUST 4 FLOOR AT BOTH REMOVABLE BASE 0-4 TAI CABINET (BELOW HOOD SIDES OF PIPE COUNTER 4 SINK)---\ c.1 N O ABOVE ro -HATCHED AREA - O.H. it— 3'-4' CL UNDER STONE TOP, ------- - R. 0 FC21 O STEEL PLATE WELD P1.3 ---------1411 C) ATTACHED TO RANGE 4 1 1 . I A2 CII 2 -4 A2.ClI 3 OVEN SQUARE PIPE A2 CII-3 A&2 C 3; 12 l0 11 oil 2 O.H. 2 CII 2 A2 CII 2 H. A2 CII.3 A2 CII.3 0 13 m ZIA ILL =j 70 H. 71) A2 CII 2 > O.H H. LCI1.2 A2 GII.2 TA3 1 -1 q) cli 0 0 F- I. �? ill wo NIP w O.H. ,ad W 0 TYP. 2' SQ. PEI 21-31 14 TAq IY- METAL PIPE 0 u------------- --------- 0 w TA3 to 1�4 J. im-4 ZN 6 TA3 WINE 2-' ,12'-0 1/2 1 1 w CHILLER �> c� ---------- L i 1 J4 O.H. v..' I/d- tY METAL STUD GL A BELOW p -<5D 8- 1 11_/ 1 !� W —4— S�- P29A E:1 ICJ sH 11-41 4'- 1/2' CA EQ.- EQ 0 L --I-----J i 4 O M 1 ----7 o 61-21 4'-5' 4' OWNER/DEVELOPER r r 12'-3 1/2' VAIL RESORTS r r 6 F-7 DEVELOPMENT I ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN COMPANY 21-01 1 51-11, IS #1 AVON,COLORADO T I MASTER 5ATH *12 MASTER 5ATH 4� POWDER ROOM 5ATH SCALE.- 1/29=11-01 SCALE,- 1/21=11-01 �-cll- SCALE.- 1/21=11-01 DESIGN ARCHITECT ENLARGED FLOOR PLAN 0 UPPER WOOL) 1 /--4*\ UPPER WOOD IM. ro KITCHEN CABINET DOORS CABINET FIXED 4240 W1 WD. CROWN 1 1/2' GGALIE.- 1/2"=1'-O" C--j MOLDING FILL-.). 2'-0 CL 3'-01/2' FILL FRONTS FILL I'-6" EQ EQ. Lk-FILL ..;4- - Denver, Colorado cn -WOOD CROWN MOLDING RE.- L4', 3/A2.-IO.6 'T 'T ARCHITECT OF RECORD PENDANT LIGHT GLOVER SMITH BODE,INC oe OKLAHOMA CITY,OKLAHOMA MICROWAVE AT T\ OPEN TO 1 FF E 2 2j, OPEN SHELF EXHAUST HOOD.— STONE 5ACKSPLASH BEYOND 1 CIVIL ENGINEER UPPER CABINET ALPINE ENGINEERING,INC --------------- LOWER WOOD W1 GLASS DOORS STONE COUNTERTOP 4 PENDANT LIGHT VAIL,COLOR-ADO CABINET DRAWER 4 UNDERCA15INET BAR TOP W1 41-01 TILE 5ACKSPLASH -1 L---A FRONTS (TYP) ILL LIGHTING BEVELED EDGE EQ. EQ LANDSCAPE ARCHITECT S E GROUP L REFRIGERATOR (VERIFY MFR'S 51/4 B CA J , L URLINGTON,VERMONT STACKING REQ'D CLEAR) FILL L w COOK TOP LOWER WOOD WASHER 4 LL -T, STONE WOOL) CABINET DRAWER COUNTERTOP 4 7 MICROWAVE W1 E t DRYER t d:zzb STRUCTURAL ENGINEER BUILT-IN TRIM KIT 0 OVEN 7-, FRONTS BAR TOP W/ SUPPORT H NE EY ASSOCIATES, 4 w wL A 5EVLED EDGE— BRACKET OL \- W STONE 5ACKSPLASH LOWER WOOD HOUSTON,TEXAS Im. STONE CABINET DRAWER W/ ' BEVELED TOP COUNTERTOP ly STAIN GRADE WD.Q DISHWASHER FRONTS (TYP EDGE 4 EXPOSED ff Lu TRIM (MITERED EQ. MECHANICAL ELECTRICAL W/ BEVELED Eff SIDES u- --------- ---- FF!Z= - WINE CHILLER EXPOSED CORNERS. 01 PLUMBING ENGINEER EDGE 10 0 ABS CONSULTANTS INC TYP. WOOD LOWER WOOD BASE CA51NET DOOR WD TRIM W1 DENVER,COLORADO STAINED GRADE tu 1V I T4G WOOD PLANKS INTERIOR DESIGN MITERED Fl I j I I I i WILSON&ASSOCIATES —7 —FILL FRONTS col;;�NERS 1/2 L- FILL TYP. WOOL) ,5ASE -5 1/2' 1,-! BASE FILL 41 TYP. WOOD 1/2' -31/2 L I ILL LIFE SAFETY DALLAS,TX FILL-., I 0 2'-0 3'-1 1/2' jL--DEPTH BASE BCER ENGINEERING INC O (VERIFY MFR'S (VERIFY MFR'S SINK CABINET -1'-01 VARIES (RE.- ENLARGED PLAN) ARVADA,COLORADO sH REQ'D CLEAR) REQ'D CLEAR) DOOR FRONTS 2'-0) (PER MFR'S (VERIFY MIRPIRS r REQ'D CLEAR) REQ'D CLEAR) PROJECT NUMBER- 2094100 41-11 KITCHEN KITCHEN KITCHEN KITCHEN ISSUE REVISION DATE INTERIOR ELEVATION_ INTERIOR ELEVATION- INTERIOR ELEVATION- INTERIOR ELEVATION FLOOR PLAN SCALE: 1/2"=11'—V SCALE: 1/21=11-01 SCALE: 1/21=11-01 v2.011. SCALE: 1/2'=V-0' UTILITY ROOM 'Q�-cll- SCALE,- 1/21=11-01 STONE TILE 1 2 3 TRIM 10 10. 10 2 WD. GROWN SHOWER WO. CROWN MOLDING HEAD WO. CROWN MOLDING GYP. BOARD N F , MOLDING A PAINTED WO. CROWN GYP. BOARD GYP. BOARD I I MOLDING PAINTED WALL MIRROR CEILING PURR 11-01 RE.- INTERIOR ON. TAI GYP. BOARD DESIGNER GYP. BOARD EQ. L EQ, FAINTED EQ. EQ. FAINTED STONE TUB PLATFORM TOP, /1�Or REV #7 10/19/07 TAI Al STONE WALL FRONT 4 TUB 5ACKSPASW TA9 SHOWER 5ACKSPLASH RE: STONE TILE WALL PANELS SECTION DETAIL 10 A AT BACK (0 015 REV #6 08/10/07 SINK FAUCET IL r.-JKL STONE SHOWER WALL WOOD 15L 013 REV #4 04/12/07 WOOD 5LKG. -SHOWER 4 WALL A UNDERt-IOUNT IN WALL CONTROLS 5ACKSPLASP WOOD 5LKG. IN --TU5 FAUCET 4 REVIEWED BY SINK i M I I WALL CONTROLS WOOD 5LKG. IN -- - - - - - - - - - - - - STONE WALL SHOWER DOOR FEB 8 2008 5ACKSPLASH STONE WALL ----------------------------------- - -- - -------------------------- 0 W1 TOWEL BAR 4 COUNTERTOP 5ACKSIFILASH R ME] F=--201 TUB SECTION DETAIL STONE SAFEbullt Colorado WOOD CABINET GYP. BOARD POCKET 5ACKSPLASH FRONT W/ TOP DRAWER DOOR —STONE TILE FRONT STONE WALL ------ PAINTED BASE WHIRLPOOL TUB 1.1f AT SIDE WALL TUB PROFILE EAST WING WOOD CABINET N , PROJE= SINK WOOD CABINET TILE ro T ILEE REMOVEA5LE STONE r ACCESS PANEL, POLISH NORH TRUE DRAWER FRONT (3 1 1 1 %. —+ + EQ. (1) LARGE FILL 21-91 It-,&I 2'-6K -FILL REMOVABLE BASE -STONE TILE -STONE SILL L 2'-0 2'-0' ALL EXPOSED EDGES, NORM DRAWERS) 11' CABINET (BELOW 5 4 BASE \—STONE TILE W1 STONE TILE PROVDE Ir2'H X 20'W PROJECT KEYPLAN REMOVABLE CAB, COUNTER 4 SINK) 10 10 BASE TYP. BELOW CLEAR OPENING FOR SECTION SHOWER ACCESS TO WHIRLPOOL FLOOR DRAIN STONE TILE PUMP CONTROLS (VERIFY BASE MFR'RS REQ'D CLEAR AND LOCATION, OVERLAP FIXED STONE PANEL AT TUB F;MMOVEA5LE PANEL UNIT 2 C e Ill SUCH SUPPORT CLIPS APRON ATTACH AT EITHER SIDE INTERIOR co OF PLYWD. FACE FRAME CD ELEVATIONS C) wm- MASTER 5ATH * 2 MASTER 5ATH *2 MASTER 5ATH 02 MASTER 5ATH *2 WER TO%W A2 G114 FOR BANWOM ACCESSORIES LV-00 6 INTERIOR E�.EVATION- INTERIOR ELEVATION- INTERIOR ELEVATION- INTERIOR ELEVATION 10, SC:ALE.- 1/21=11-0. SGALE.- 1/2 N=1 1-0 SGALE.- 1/2"=V-0" SC:AL;=.- 11/2"=V-0" A 2 . C 1 u rl El V ri IM. 'X SINK L W0. CROWN WD. CROWN WD. GROWN MOLDING MOLDING MOLDING (RE ENLARGE 10/19/01 WALL MIRROR RE.- INTERIOR FIR PLAN)-----3L- DESIGNER GYP. BOARD PAINTED GYP. BOARD GYP. BOARD GYP. BOARD PAINTED T,41 PAINTED PAINTED MECH EQUIP. SPACE SINK FAUCET PEDESTAL PEDESTAL WOOD 5LKG. IN SINK SINK A WALL V-ro' DEEP SHELF STACKING Z 1'�I W1 COAT ROD W14SHER 4 DRYER BELOW DRYER BEYOND IN WOOD 51-KG. IN BRUSHED UTILITY CLOSET WALL STAINLESS ROD 01 T 0 STONE TILE TILE BASE cn 2 U BASE Ex WASHER Z 1 j u u 21-01 STONE TILE STONE TILE BASE BASE W �-+ POWDER ROOM 5ATH POWDER ROOM 5ATH ROWIDER ROOM 5ATH UTILITY ROOM INTERIOR ELEVATION 2 INTERIOR ELEVATION 3 INTERIOR ELEVATION INTERIOR ELEVATION SCALE.- 1/211=11-o', IQ—r-jll- SCALE.- 1/2'=P-O' IQ_cj1l_ SCALE,- 1/2"=1'-0- 2.011. SCALE.- 1/2"=1'-V OWNER/DEVELOPER STONE TILE 1 2 3 mm VAIL RESORTS WD. CROWN 10 SHOWER CROWN DEVELOPMENT MOLDING HEAD WD. CROWN MOLDING COMPANY GYP. BOARD A MOLDING AVON,COLORADO PAINTED WD, CROWN GYP. BOARD GYP. BOARD MOLDING PAINTED WALL MIRROR CEILING FURR RE.- INTERIOR V-0, DESIGN ARCHITECT DESIGNER F DN. TAI GYP. 50ARD GYP. BOARD EQ- L EQ- FAINTED EQ. EQ. PAINTED STONE TUB PLATFORM TOP, TAI J. STONE WALL FRONT 4 TUB 5ACKSPASH A14 SHOWER T STONE TILE WALL PANELS TAq 5ACKSPLASH RE. TUB 2 T,4 4240 DO/OR SECTION DETAIL 9.10 AT BACK SINK FAUCET —STONE SHOWER WALL TUB FAUCET 4 WOOD 5LKG. IN WOOD 5LKG. —SHOWER J, CONTROLS WALL UNDERMOUNT 5ACKSPLASH WOOD 5LKG. IN (� r Denver, Colorado IN WALL I 1 0 SINK CONTROLS : i I WALL II i WOOD 5LKG. IN STONE WALL SHOWER DOOR ARCHITECT F RECORD 5ACKSPLASH STONE WALL I \ \\)' - I 4 COUNTERTOP 5ACKSPLASH RE 1/2' W/ TOWEL BAR -1 -7 GLOVER SMITH BODE,INC M TUB SECTION OKLAHOMA CITY,OKLAHOMA ETAIL STONE POCKET 5ACKSPLASH TU5 FAUCET CONTROLS A U 0 C L E S T 4 T T A I ;ET jCON T5L CIVIL ENGINEER ALPINE WOOD CABINET IL FRONT W/ TOP DRAWER GYP, BOARD f DOOR STONE WALL FAINTED WOOD SINK CABINET r_-- 7 z STONE TILE VAIL,COLORADO'INC TILE 01 TOILr=jZ FRONT BASE I I TUB PROFILE LANDSCAPE ARCHITECT f WOOD CABINET — i ON S E GROUP DRAWER FRONT (3 ------ -STONE TILE + —STONE SILL 21-01 BURLINGTON,VERMONT EQ. (1) LARGE FILL 2--cl- .1 V_&N --a 2'-ro 4 FILL WHIRLPOOL TUB 0. W1 STONE TILE EQ. DRAWERS) AT SIDE WALL 4 BASE STONE TILE /E 105 10 BASE 5ELOW STRUCTURAL ENGINEER SHOWER EQ STRUCTURAL WHALEY ASSOCIATES, z REMOVEA5LE STONE ACCESS INC FLOOR DRAIN STONE TILE PANEL, POLISH ALL EXPOSED HOUSTON,TEXAS BASE EDGES, PROVDE VH X 20'W FIXED STONE CLEAR OPENING FOR ACCESS TO MECHANICAL ELECTRICAL PANEL AT TUB WHIRLPOOL PUMP CONTROLS PLUMBING ENGINEER APRON (VERIFY t-FR'RS REQ'D CLEAR AND ABS CONSULTANTS INC LOCATION, OVERLAP REMOVEA5LE DENVER,COLORADO PANEL SUCH SUPPORT CLIPS MASTER 5ATH #1 MASTER 5ATH 01 MASTER 5ATH *I MASTER 5ATH 01 ATTACH AT EITHER SIDE OF PLYWO. INTERIOR DESIGN FACE FRAME WILSON&ASSOCIATES INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION S INTERIOR ELEVATION DALLAS,TX LIFE SAFETY SCALE.- 1/2"=1'-O" -C . SCALE,- 1/2"=1'-O' SCALE.- 1/2"=1'-O' 2.011. SCALE.- 1/2"=1'-0" BCER ENGINEERING INC ARVADA,COLORADO PROJECT NUMBER 2094100 ISSUE REVISION DATE /IV017 REV #7 10/19/07 & 015 REV #6 08/10/07 013 REV #4 04/12/07 REVIEWED BY FEB 2 EAST WING PROJECT NOR7H SAFEbuilt Colorado Nonni cr PROJECT KEYPLAN 0 CD UNIT 2Ce C'4 INTERIOR 1-1 co C) ELEVATIONS C) A2 . C 1 —4 U 01 h; BALCONY SLAB � 10/iq/O� 62 64 cn 68 EDGE cn 72 BALCONY' 39'_21/2' HANDRAIL 62 64 � 68 � 72 -i LINE ABOVE cn FIREPLACE FLUE FIREPLACE FLUE co 13'-0 1/2' 11'-3 1/2' 14'-10 1/2" HORIZ. SQ, 2'-4' TO GRID 62 I TERMINATION CAP RUN HORIZ ABOVE LINE ABOVE I I'-8' I AIR INTAKE RE: 3/A6.7 CLG, RE: 9/A6.71, I BALCONY SLAB G1 e SOFFIT 12/A6.-1.1 (SIM) Z I--I EDGE S22 � _ RE: MECHANICAL - _ _ I _ 0 BALCON' I I - - - � HANDRAIL I I I I FINININNii BRACE I E-2 BALCONI' 0 2 fLET -- - - ----- I I ..wiv mail Oonl=--- --- -------- -------- q _ ------ --------------- -i------ +�'-8" ' 1 1 I�""1 Q' I �, I G i 1 i +51-01 I G W � I � 1 - - -- .10.1 � A.F�. ° 1 LINE OF # 1 0� 1 'n - BALCONI' SLAB ( I �,,.F �,1�;� LINE ABOVE �T� H 1 MASTER ------------- 1 1 1 1 N ❑ i W 1 BEDROOM 1 1 EDGE ' 1 1 I +g'-O" N _ HEAD MASTEi? 1 _ H BATH 1 1 1 LIVING G1 m 10/A2.10.1 Cl2 1 I 1O, C 50 - - 3G 510 BALCONY I 2 1 " I _. 2'-4' I 12'-2 1/2' 1 lo'-41/2' I''}�1 I1'-6 1/2' I 2' 8' HANDRAIL I ° ' � � I MD VANITY +0 OWNER/DEVELOPER - I - - - - _ - - _ - VAIL RESORTS ° o I L I I I I L P13 � A t 10\ 1 2'_5' l - I +8'-O" DEVELOPMENT - - - - o N A.F.F. +8 e_6 COMPANY s �� O 1 ; A F F 211 AVON,COLORADO oRADo p TIO A2clola I II i_ I CLOSET ♦ KITCHEN � N O O , ; LINE ABOVE G 50 G 50 1 2.02. -� i - HN + _ DESIGN ARCHITECT r--- cal = ® 10 O SM km MD I MD HOOD A_F.F. I, - - - - - - - M POWDER P5 --- I I o I,�Imo` DINING - _ �vf; ' ' + - _ 240 1 I I _ 4 N ui �a. � i I 1 L J 4 ROOM 1 G 50 _ • 1' T3 1 1 f - N I I _ a BRACE ' -4 N 1 2.Cl2. E-3 Denver, Colorado _ NOW - - � I l 1- ® COFFER 1 ' '1 _ �� . °N �, , , = i ; ARCHITECT OF RECORD ' a o I I a ~ 1 2 -� 2 -� I ' GLOVER SMITH BODE INC I - 5'-4' 2'-2" 10'-0' 11'-6 1/2" + MD UTILITY I AIR INTAKE _ OKLAHOMA CITY,OKLAHOMA 0 I 'a SOFFIT I . RE: MECHANICAL CIVIL ENGINEER N 1 Q 1 6 �" 1 I ALPINE ENGINEERING,INC A) CLOS, I ; T2A 2 CIZ. P5 i II r P5B I ti. 1 +8'-6" I vAIL,COLORADO 000 �.... o 0 • 1 A.F.F. LANDSCAPE ARCHITECT S E GROUP P13 I P +g'-Q° �_ P BURLINGTON,VERMONT 1 MECH. 1 T3 II � o I A.F.F. I I STRUCTURAL ENGINEER Room T12 i , HAYNES WI IALEY ASSOCIATES, 1 - � = 1 BEDRM -' /' '• �3G 511 Z CIZ. N = - \ :_ ; HATCHED AREA TYf=. HousTO INC C TEXAS ;.n FOYER MECH, o �--° � � o � � `. I' ; DESIGNATION OF R-11 � TI 3C 544 o O I PI3 I i `�J 2.1011 � ` ( "' I , MECHANICAL ELECTRICAL 3C 512 T2 I UNFACED GATT INSUL. I T12 _ I � " ,.r;��I m w� ,,,�., � PLUMBING ENGINEER c _ + _ I ABS CONSULTANTS INC 6 IO 8'-6" 5'-6" Tll _ _ -1'-�" 6'-4" 6'-4 1/2` -O , I I , A OVE CEI INC ASSEMBLE' �;y1 ' - A.F.F. DENVER,COLORADO Y 3'-4" _ _ _ N I _ I - - - #1 BATHRM - - - R 0 I - - - - " - - £ " - - R INTERIOR DESIGN I Iii WILS DALLAS,MATES P5 3C 515 Ilimm am mail MEN imbilim P5 N m P5B i LIFE SAFETY O O I O , CLDS. M ' O BCER COLORADOC 0 o T2 As 3C 514 o 'C3 1' i 1 4--1 I " 1 6 1/2' S I '� VA1 IT1' � f� I a01 SOFFIT PROJECT NUMBER 2094100 (�� 1 6'-8" 5'-9 1/2' 6'-4 1/2' `r ----{� - � � .�a �� 1 I ,` RE: MECHANICAL _ I #2 MASTER _ I - I - +SI-III ( � f r - I ISSUE REVISION DATE 1- ° i - - BEDROOM I� U � ,..�'� � +8._O.. .F- �_. '� I, - U 1 T6 I n 1 a0 O J cA I 1 1 T12 4� 4 I w l 1 1 S PI3 i A.F.F. CLO . O 05 P2q ❑ 1 3C 51� P21 = I - I ❑ 1 � L I N N - - - - - - i - - Y , I r - - - - ' I 0 I �-I 02 MASTER W BATHROOM TOILET +�'-8' +g'-O' 'qU 3 3C 519 p A.F. A.F.F. _ mm 6'-4 1/2" 9" 1'-10' 10'-5 1/2' -1'-2 1/2" 12'-2" 38'-91/2' REFLECTED CEILING NOTES: t I I /,�Or REV #7 10/19/07 1. RE: 9/A2.710.5 FOR TYPICAL AT UPPER COFFER TRANSITIONS AND FOYER �\ 2 REFL E C I E D CE I L I I G FL AI�l 6 015 REV #6 08/10/07 ��OOR FLAN 3Cg CEILING TRANSITIONS. 2 c12 S "_ ,_ REVISION -i GENERAL NOTES: 2. FOR RECESSED DRAPERY TRACK RE: I/A2.10.5 FOR FURR DOWN TRANSITIONS CALF: 1/� -1 O 5 014 REV #5 05/04/07 r\ 1 UNIT 2 2 1. WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO ADJACENT TO EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER 013 REV #-� 04/12/07 OUTSIDE FACE OF STUD. PLAN NORTH Iq plik4 2.C12. SCALE' 1/4"=1'-O" 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED BEDROOMS, I/A2.70.5 IS SIMILAR AT ALL BEDROOMS 4 STUDIES WITH EXTERIOR PLAN NORTH DIMENSIONS TO NEAREST GRID CAT PLANS W/ STEEL GRIDS). WINDOW WALLS, INDICATING POCKET. 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). 3. RE: 3 4 3A/A2.10.5 FOR CEILING TRANSITION t0 8' CEILING AT KITCHENS. EXCEPT -1 4. REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT NOT AT CLUB UNIT KITCHENS. REVISION I GENERAL NOTE: PLAN(S), 4. RE. 3A/A2.10.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND 1. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED 5, BALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS. DIMENSIONS TO NEAREST GRID. ELSEWHERE IN DRAWINGS. D. SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED ' PER FOOT IN WHOLE 3. HIGHTLIGHTED TIE-DOWN GRIDS IN PLAN. OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT HEIGHT VARIES. OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM PLAN. EAST wWG GENERATORS ARE TO HAVE LEVEL CEILINGS. JOR GENERAL NOTES: 6. EXPOSED TO STRUCTURE AT MECHANICAL CLOSETS. RE NoRn 1. TYPICAL ENTRY DETAILS 4 ELEVATIONS RE: SHEET A2.10.15. 1. PENDANT LIGHT FIXTURES ABOVE KITCHEN BAR TO BE 2'-6' ABOVE BAR PROJECT KEYPLAN 2. REFER TO SHEETS A6.1 AND A6.71.1 FOR TYPICAL FLUE DETAILS. COUNTERTOP U.O.N.. PENDANTS TO BE HORIZONTALLY EQUALLY SPACED OVER 3. REFER TO A2.10.1 FOR ROOM FINISH 4 DOOR SCHEDULE AND ADD% GENERAL NOTES. BAR WITH FIXTURES ADJACENT TO CABINETS, TO CLEAR CABINET DOOR SWINGS. 4. REFER TO ENLARGED FLOOR PLANS FOR ALUM. CLAD EXT. WINDOW 4 DOOR DESIGNATIONS 6 PRE-MARK 4 VERIFY ALL LOCATIONS W/ INTERIOR DESIGNER. RE: INTERIOR ELEVATIONS. 5. ALL FIREPLACE FLUE PIPES ARE TO HAVE A Y4' RISE PER 1'-0' HORIZONTAL RUN. THIS IS 8. ADDITIONAL GENERAL NOTES AND LEGEND REFER SHEET A2.0.1. REVIEWED BY UNIT 3C Ln TO INSURE PROPER VENTING OF NOT GASES AS REQUIRED BY MANUFACTURER � 9. IN COFFERED CEILING AREAS, THE CEILING HEIGHTS ARE INDICATED AS 10'-O'. UNIT PLAN 6. PROVIDE 1/4 WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT THIS NOTE IS TO ADVISE THAT THE INTENT OF THIS HEIGHT INDICATION IS t0 INSTALL FEB 26 2008 & REFLECTED co REFRIGERATORS. 1714 1. MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. CEILING PLAN 10. REFER SHEET A2.0.1 FOR UNIT LIGHTING LEGEND. MECHANICAL DOCUMENTS. REFER A6.23 FOR DETAILS. 11. AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS SAFEbuilt Colorado 8. REFER TO SHEETS A2.10.q 4 10 FOR UNIT REFERENCE STANDARDS. -° POSSIBLE W/ SMOKE DETECTORS ADJACENT. A2 * C 12 . 1 U 12, ALL UPPER KITCHEN CABINETS t0 HAVE UNDER CABINET LIGHTING. SCALE: v4' = P-0' N V¢ 0 2'-0' 4'-0' 8'-0' .-i Q u ri 01 -r cf) cn 68 12'-1 1/2' 4'-2 1/2' 11'-2 1/2' 41-21 41-31 4'-2 1/2' 21-01 L 21-01 EQ. EQ 1 1/2' 41-Ol co cf) cn 68 68 1-01 (5D 4 sF 11-61 EQ. EQ 10/19/01 21-21 31-5 1/2 51-10 1/20 EQ EQ TU5 L -T Ea— -1 EV m TOI E —VANITY --CPI�)A 4— Ai(q COUNTERTOP TOI ET VANITY REMOVABLE CAB COUNTERTOP r- SECTION �4 REMOVABLE BASE(RJ • 1 01 L CABINET (5EI-c-3-4 TAI o COUNTER 4 SINK) CA WOOD 1) r1o) TA3 2.Cl2. TOP EDGE OF 2 C12. RANGE 4 OVEN 10 12 rl 2.C12. 2.Cl2. C12, LO WORKSUF-f ACE TA3 COUNTERTOP 2.02. KITCHE m E Cl2. WINE CHILLER O.H.o.H. SINK 2,C12,DISH A HER 4- . . ..... .. V�- MTL. STUD 3'-0 1/2' tY MTL. STUD 7� Iq \ 3 1 U C12. 1 1 - 1 04 di STA4 I 10 -1 u 0 n V-10 1/2' u C) O.H. 2,C12, 2.Cl2. L r U0 I L i tu ICI C12. ccr d) Z I--I 11< TYP, I STEEL V )__q cq 2.Cl2. ji : BRACKET SCREW L4 -----J ATTACHED TO PIPE 4 FLOOR AT BOTH TAI O SIDES FLOOR TA1 w 01 13 1 Lu OF PIPE P55 SLOPES TA3 TO DRAIN 1 r r TYP_ 2' SQ. VANITY _1\ METAL PIPE COUNTERTOP J. 41/2' E TQ 2J 1/2' 4 1/2' N - \L' ot 4 t_ O��T 2 1/2 61-10, 2 1/2' TOP EDGE OF BAR COUNTER- 1 21-IN 31-5' CLR. .11-30 TOP rz Q EQ WATCHED AREA 21-11 1/2 13'-3' UNDER STONE TOP, STEEL PLATE WELD 12'--1 1/2' 3 MTL. STUD ATTACHED TO OWNER/DEVELOPER SQUARE PIPE F- ujam I EQ 3'-11 1/2' EQ. VAIL RESORTS -1'-41/2' 31-54 4'1 DEVELOPMENT 11'_2 1/2' COMPANY AVON,COLORADO ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN KITCHEN K-2---� :01 MASTER 5AT�--� *2 MASTER 5ATH *12 LOFT 15ATH DESIGN ARCHITECT '.<�_C_122 SCALE.- 1/2"=V-0" 1�2_2 SCALE,- 1/21=11-01 1<�_022 SCALE.- 1/211=11-011 2 22 SCALE,- 1/21=11-01 4240 BATHROOM ACCESSORIES - TIP. CLUB UNITS I.D. NO MARK CODE SYMBOL DESCRIPTION MOUNTING WT. REMARK Denver, Colorado 14- NO TAI 5-o _T_ TOWEL RING: 4'-3' A.F.F. (U.O.N.) mi U) d- cn TA2 5-Q ROBE HOOK 51-61 A.F.F. (UO.K) CFCI TA3 5-M TOILET PAPER HOLDER TYP. 2'-O' A.F.F. (U.O.N.) V-1- CFCI ARCHITECT OF RECORD 1'-9 1/2' A.F.F. TYP. AT M 5ATHWS GLOVER SMITH BODE,INC 4L L I'-q 1/2' TA4 5-N 24' TOWEL BAR 42' A.F.F. (U.O.N.) CFCI OKLAHOMA CITY,OKLAHOMA I P5 TA5 15-110 SHOWER DOOR TOWEL BAR 34' A.F.F. (U.O.N.) CFCI CIVIL ENGINEER TAro I NOT USED ALPINE ENGINEERING,INC --— -— - TAI 5-R CORNER BASKET - SOAP BASKET 5'-0' A.F.F.' SHOWERS (U.O.N.) CFCI VAIL,COLORADO 2'-4' A.F.F.6 MASTERTUIBS MON.) LANDSCAPE ARCHITECT JE] S E GROUP TA5 MIRROR(S)(O.C. ABOVE VANITY MOUNTING WGT. RE.- INT. DES. CpCI BURLINGTON,VERMONT SINK(S))(LOCATE BY RE.- INT. DES. SINK TAq $-14 1 4'-6' AF.F. (U.O.N.) CFCI STRUCTURAL ENGINEER 2 (0,C. ABOVE VANITYAT SIDE WALL HAYNES WHALEY ASSOCIATES, 2.02. INT. ELEV. (CLUB UNITS ONLY) INC I HOUSTON,TEXAS 1 4-- t --- — - 4 TAIO 5-5 SHOWER CURTAIN ROE) V-VARF. (U.O.N.) Cpa 2.02. 1 _T WASHER 4 '%ZC12.� 3 a) DRYER TAII IRON CADDY (1)AT ALL UTIL. WS 5'-6' A.F.F. (U-0-K) CFCI MECHANICAL ELECTRICAL TA12 CLOTHESLINE V-VARF. (UO.K) WITHIN CFCI PLUMBING ENGINEER TOILE 2.02, SHOWER ABS CONSULTANTS INC C14 DENVER,COLORADO TA3 TA13 SAFE (1)AT ALL MASTER CLOSETS 4'-0' A.F.F. TO TOP(U.O.N.) CFCI RE.- 54(o/A2,10.18 INTERIOR DESIGN WILSON&ASSOCIATES TA14 24' GRAB BAR(VERTICAL MOUNT) 41-61 O.C. A.F.F. (U.O.N.),V O.C. CFCI DALLAS,TX FZF11 F.::_.�_ AT ALL SHOWERS 4 TUBS W1 HORIZONTALLY FROM ENTRY SHOWERS WALL LIFE SAFETY BCER ENGINEERING INC TA15 FIRE EXTINGUISHER(1)AT ALL UTIL, 4'-O' AF.F. (U.0,K) CFCI ARVADA,COLORADO FF--E] F41S REFER TO SECTION 10522 FOR DESCRIPTIONS TAIro 24' WALL FURR OUT AT POCKET DOORS RE.- PROJECT NUMBER 2094100 ADJACENT TO ELEC. OUTLET BOXES ON q/A2,10,1 ONE OR BOTH SIDES NOTES.- ISSUE REVISION DATE 1. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED 2. BATHROOM 01 AT Mn •00q,0216 4 0218 TO BE FULLY COMPLIANT W1 ANSI AIITI TYPE A. AT ALL OTHER UNIT BATHROOM 1,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED, 3. REFERENCE A2.10.10 FOR ACCESSIBLE MIT BATHROOM STANDARD DETAILS. 4. REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. E NLARGED FLOOR PLAN E NLARGED FLOOR PLAN POWDER BATH UTILITY ROOM az c12.2 SCALE.- 1/20=11-01 a2•02.2 SCALE:SCALE.- 11/2"=V-0" UPPER WOOD 4 UPPER WOOD 3 3 IM" CABINET DOORS CABINET FIXED 2'-91 10 1R 10. YO W/ WD. GROWN 1 1/2' 1. L MOLDING FILL-) 2'-0 3'-01/2` FILL FRONTS FILL i'-6"rV-r, EQ. EQ. VFILL L WOOD CROWN MOLDING RE., 31Al2.10.6 F__ 0/19/07 PENDANT LIGHT 015 REV #6 08/10/07 MICROWAVE AT 1 OPEN TO 1 i EXHAUST HOOD— OPEN SHELF STONE 5ACKSPLASH 1 BEYOND 1 014 REV #5 05/04/07 UPPER CABINET S 4 013 REV #4 04/12/07 LOWER WOOD W1 GLASS DOORS TONE COUNTERTOP 4 ci PENDANT LIGHT CABINET DRAWER 4 UNDERCA51NET BAR TOP W1 41-ON TILE 5ACKSPLASW BEVELED EDGE Ea. EQ FRONTS (TYP) LIGHTING FILL 21-01 REFRIGERATOR MFR'S U- EQ. EQ. (VERIFY 5 1/4' FILL REQ'D CLEAR) ff di COOK TOP STONE U- LOWER WOOD WOOD MICROWAVE W1 CABINET DRAWER COUNTERTOP 4 SUPPORT BUILT-IN TRIM KIT ly w a OVEN FRONTS BRACKET EEESEREER 5EVLED EDGE RE.- A -10.r LOWER WOOD STONE 5ACKSPLASH 2. KEE STONE CABINET DRAWER 1D* W1 4' BEVELED TOP ZZ= COUNTERTOP EDGE 4 EXPOSED DISHWASHER STAIN GRADE WD. EQ. EKE E=E� EQ. L L 1, W Lu TRIM (MITERED EE��j LL "o EXPOSED CORNERS EAST WlWa WINE CHILLER TYP. WOOD LOWER WOOD W 110F� W1 BEVELED FRONTS (TYP) EDGE 10 HE SIDES PROJEr CAB NET DOOR BASE WD TRIM W1 04 tu 0- STAINED GRADE RUE FRONTS CORNERS \_ JU PROJECT KEYPLAN MITERED ffv V T4G WOOD PLANKS—- I i 11 111 1 REVI cr 1/2 FILL FILL1 TYP. WOOD I / I f 1 FILL r E1111JED By �3 FILL FILL--,-- FirL 11-5 1/21 ? I.-E, 1/2' ILL BASE FILL4 41 TYP. WOOD -31/2 E 1/2' 2'-O" 3'-1 12 AS BASE 4 I —, DEPTH FEB 2 6 2o08 00 (VERIFY/MFR'S (VERIFY MFR'S SINK CABINET '11-01 VARIES (RE.- ENLARGED PLAN) 15: REQ'D CLEAR) UNIT 3Cg V_ REQ'D CLEAR) DOOR FRONTS IT Ln 2'-0 C14 AFEbuilt ENLARGED _4 (PER MFR'S (VERIFY MRF'F;ZS 00 Colorado CD REQ'D CLEAR) REQ'D CLEAR) PLANS CD KITCHEN KITCHEN KITCHEN KITCHEN CD INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION _0 K�15� K19 C14 '*<�_022 'NQ�12_2 N 1- I SCALE.- 1/2' 1'-0' A 2 * C1 2 . 2 C14 ��12_2 SCALE.- 1/2 =1 -0 SCALE.- 11/2"=V-0 SCALE.- 1/2 0 �!�_C122 SCALE,- 1/2 0 U L Ad EXHAUST N2'Cl2,7 NJ 44e H 12 1 LL1. FF < 0 21-01 41-Ol ri O u O W0. CROWN MOLDING GYP. BOARD FAINTED GYP. BOARD 2 FAINTED 10 WALL MIRROR GYP. BOARD INTERIOR WD. •CROWN PAINTED 10/19/01 DESIGNER MOLDING SHOWER GYP. BOARD HEAD WE). CROWN GYP. BOARD CEILING PURR WID. CROWN MOLDING FAINTED DN. MOLDING STONE CUB ON tA1 EQ L PLATFORM TOP, GYf=, BOARD SHOWER SHOWER FRONT 4 TU15 STONE CUB PLATFORM TOP, DOOR W/ I FAINTED DOOR 5ACKSPASH WALL FRONT 4 TUB E3ACKSIOASH TOWEL BAR PANELS WALL PANELS Z I� r -SINK FAUCET A SHOWER WOOD 5LKG. IN WOOD 5LKG. IN - O CONTROLS WALL 1\\ e III WOOD IBLKG. IN CUB FAUCET 4 WALL �q) —UNDERTIOUNT CONTROLS iii > SINK EQ. L /EQ WALL AT BACK SINK FAUCET SHOWER WALL -I �!!!� �4 FNNNNq A 711, 7 STONE WALL WOOD 5LKG. IN 5A FL H RE., IN WALL --- WALL TU5 SECTION STONE WOOD 5LKG. FM STONE ACKSPLASH 5ACKSPLASH 41� DETAIL O GYP. BOARD- UNDERMOUNT 14 FAINTED f WHIRLPOOL CUB WHIRLPOOL TU5 STONE TILE u 0 tPUMP [LET BASE F`UMF` GYP. BOARD N u fmm� Z FAINTED STONE WALL FIXED STONE L�7 TILE PANEL AT TUB SHOWER 31-ON _FI_L STONE TILE APRON 2'-ON L STONE TILE FLOOR DRAIN BASE E EQ. FIXED STONE BASE_74; EQ. EQ. PANEL AT TUB STONE TILE WOOD CABINET REMOVEA5LE STONE ACCESS -------a APRON TRIM FRONT W/ 3 EQ. SIZE DRAWERS 4 (1) PANEL, POLISH ALL EXPOSED SURROUND LGE BOTTOM DRAWER EDGES, PROVDE 15'H X 20'W x [�] CLEAR OPENING FOR ACCESS TO SINK WOOD CABINET WHIRLPOOL PUMP CONTROLS FRONT TYP. (VERIFY MFR'RS REQV CLEAR AND LOCATION, OVERLAP REMOVEA5LE PANEL SUCH SUPPORT CLIPS ATTACH AT EITHER SIDE OF PLYWD, FACE FRAME 01 MASTER 5ATH 01 MASTER 5ATH 01 MASTER 5ATH #1 MASTER 5ATH OWNER/DEVELOPER r—j --,N INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION VAIL RESORTS \Q.C�123 SCALE.- 1/21=11-01 kCI�2'3) SCALE.- 1/2"=V-0" \A!�_C12_3 SCALE.- 1/21=11-01 SCALE.- 1/21=11-00 DEVELOPMENT COMPANY AVONICOLORADO DESIGN ARCHITECT WD. CROWN STONE TILE WD. CROWN HEAD - MOLDING MOLDING TRIM 2 Denver, Colorado 10 W0. CROWN 4240 WD. CROWN SHOWER MOLDING 10 MOLDING L L A GYP. BOARD L L ---------- GYP. BOARD PAINTED GYF`, 150AFRID GYP. BOARD FAINTED D ARCHITECT OF RECORD CEILING PURR WALL MIRROR ./I STONE WALL GLOVER SMITH BODE,INC DN. RE.- INTERIOR A 5ACKSPLASH RE.- TU5 GYP. BOARD DESIGNER EQ. EQ, WOOD DLKG. 7 EQ. EQ. SECTION DETAIL OKLAHOMA CITY,OKLAHOMA PAINTED STONE IN WALL CIVIL ENGINEER TAI 5ACKSPLASH 14 STONE CUB PLATFORM TOP, ALPINE ENGINEERING,INC TAq STONE TILE A 2 FRONT 4 TUB IBACKSPASH VAIL,COLORADO SINK FAUCET A 14 AT BACK in r WALL PANELS WOOD 5LKG. SHOWER— - SHOWER WALL WOOD 5LKG. IN LANDSCAPE ARCHITECT r -0 r WOOD 5LKG, IN TUB FAUCET 4- S E GROUP ICI SINK WALL CONTROLS BURLINGTON,VERMONT IN WALL UNDERMOUNT CONTROLS STONE SHOWER DOOR STONE WALL I I'A 5ACKSPLASH WOOD $LKG. IN W1 TOWEL BAR WALL STRUCTURAL ENGINEER 7 HAYNES WHALEY ASSOCIATES, BACKSPLASH IFE11 4 COUNTERTOP /\A CUB SECTION LE INC DETAIL WOOD CABINET STONE AS HOUSTON,TEY FRONT W1 TOP DRAWER POCKET 5ACKSPLASH SHOWER DOOR m GYP. BOARD DOOR STONE WALL r STONE TILE MECHANICAL ELECTRICAL PAINTED TILE BASE TOILET PLUMBING ENGINEER z ABS CONSULTANTS INC WHIRLPOOL TUB / A DENVER,COLORADO AT SIDE WALL -TU5 PROFILE V i hi F�� REMOVABLE BASE ------ -11 REMOVEA5LE STONE 21-01 2'-O" INTERIOR DESIGN FILL---L[ ION 21-ON 21- 0 STONE TILE STONE SILL L L WILSON&ASSOCIATES CABINET (BELOW -----------_1j � l W1 STONE TILE J ACCESS PANEL, POLISH COUNTER 4 SINK) BASE I 1�7 BELOW STONE TILE ALL EXPOSED EDGES, DALLAS,Tx REMOVABLE GAB. \�-_10 5ASE TYF. PROVIDE Ir2'H X 20'14 LIFE SAFETY SECTION SINK WOOL) CABINET SHOWER CLEAR OPENING FOR BCER ENGINEERING INC FRONT FLOOR DRAIN ACCESS TO WHIRLPOOL STONE TILE ARVADA,COLORADO WOOD CABINET F`UMF` CONTROLS (VERIFY BASE DRAWER FRONT (3 MFR'RS REQ'D CLEAR FIXED STONE EQ, (1) LARGE AND LOCATION, OVERLAP PANEL AT T DRAWERS) REMOVEA5LE PANEL APRON PROJECT NUMBER 2094100 SUCH SUPPORT CLIPS ATTACH AT EITHER SIDE ISSUE REVISION DATE 412 MASTER 5ATH 02 MASTER BATH #2 MASTER BATH OF F`LYWD. FACE FRAME *12 MASTER BATH INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION C 1�2_3 SCALE.- 1/2"=1'-O' SCALE.- 1/2"=P-O" 14��_�CI23 SCALE.- 1/21=11-01 1<�_023 SCALE.- 1/2'=]'-O' _eATHROOMACZESSORIES - TYF. CLUB UNITS I.P. MARK c:or)E SYMBOL DESCRIPTION MOUNTING HT. REMARK TAI 5-0 -1- TOWEL RING 4'-3' AF.F, (U.O.N.) CFCI TA2 5-Q z ROBE HOOK 51401 A.F.F. (U.O.N.) CF-CI 2 TA3 5-M TOILET PAPER HOLDER TYP. 2'-O' A.F.F. (U.O.N.)11-11 Cp;CI A.F.F.,10 TYP. AT q 5ATHRMS OVER SINK TA4 5-N 24' TOWEL BAR 42' A.F.F. (UO.K) CFCI SHOWER TA5 5-F SHOWER DOOR TOWEL BAR 34' A.F.F. (UOK) CFCI HEAD TAro NOT USED TAI 5_R CODER BASKET - SOAP BASKET 5'-O' AF.F.6 SHOWERS (U.O.N.) CFCI SHOWER 2'-4' AF.F.G MASTERTL15S (U.O.N.) HEAD //,' 017 REV #7 10/19/07 J_ 6) WALL MIRROR 1 0 TA5 MIRROR(S)(O.C. ABOVE VANITY MOUNTING HGT. RE.- INT. DES. CFCI RE.- INTERIOR SIW,(S))(LOCATE 5Y RE.- INT. DES- 015 REV #6 08/10/07 A(o DESIGNER 'EQA L EQ TAq E3-W 0 4'-6' A.F.F. (U.O.N.) CFCI 014 REV #5 05/04/07 tAl T S 5 GYP. BOARD GYP. BOARD \—STONEE TILE f 4� Al (O.C. ABOVE VANITYAT SIDE WALL 013 REV #4 04/12/07 PAINTED FAINTED TRIM Rr=.- INC. SLEV. (CLUB LIMITS ONLY A4 SHOWER WOOD 5LKG. IN SINK FAUCET DOOR SURROUND TRIO D-S SHOWER CURTAIN ROD (01-51 A.F.F. (U.O.N.) CFCI STONE-- WOOD 5LKG. TAII IRON CADDY (1)AT ALL UTIL. RMS 5'-6' A.F.F. (U-0-K) CFCI SHOWER WALL STONE WOOD 5LKG. IN 'STONE TILE AT 5ACKSPLASH I __ I A CONTROLS //,—IN WALL TA12 CLOTHESLINE b'-8' A.F.F. (U.O.N.) WITHIN CFr_I 5ACKSPLASH WALL BACK WALL CL TA3 SHOWER 4 COUNTERTOP L OF SHOWER u .4 4" SAFE (1)AT ALL MASTER CLOSETS 41-0- A.F.F. TO TOP (U.O.N.) CFCI X WOOD 5LKG. WOOD 5LKG. IN TA14 24' GRAB BAR(VERTICAL MOUNT) 4'-(o' O.C. A.F.F. (U.O.N.),W O.C. CFCI TOILET IN WALL WALL AT ALL SHOWERS 4 TUBS W1 HORIZONTALLY FROM ENTRY GYP. BOARD SHOWER SHOWERS WALL STONE WALL PAINTED DOOR STONE WALL EAST WW-s -0 TILE '--S"Owr=R TILE TA15 FIRE EXTINGUISHER(1)AT ALL UTIL. 4'-O' A.F.F. (U.0.9) CFCI PROJECT -------- F41S RVER TO SECTION 10522 FOR NORT oR DOOR W/ WOOD CABINET e. _FRONT I I I I I TOWEL BAR DESCRIPTIONS Ll=::� A Nil TANIC? 24' WALL PURR OUT AT POCKET DOORS RE" PROJECT KEYPIAN ------ J 0 ADJACENT TO ELEC. OUTLET BOXES ON 9/A2.10.1 ILL H. STONE TILE. ONE OR BOTH SIDES cr SHOWER BASE 4 NO I FLOOR DRAIN STONE TILE 5ASE 10 TES,- —STONE TILE SHOWER 1. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED CL BASE 4 FLOOR DRAIN 2. BATHROOM 01 AT LIMITS 0009,0216 4 0218 TO BE FULLY COMPLIANT W/ANSI A111.1 TYPE A.. AT ALL A OTHER LIMIT BATHROOM M,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED. UNIT 3 C g Ln u� 1*1 BATH :01 BATH 01 5ATH *11 BATH 3. REFERENCE A2.10.10 FOR ACCESSIBLE LIMIT BATHROOM STANDARD DETAILS. ENLARGED r-, 4. REFERENCE A2.10.9 FOR FAIR HOUSING LIMIT BATHROOM STANDARD DETAILS. co CD PLANS CD INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION \A!�_Cl2_3 SCALE.- 1/2"=P-O" \<�_02_3 SCALE.- 1/2'=1'-O' SCALE.- 1/2"=V-011 SCALE.- 1/2"=P-O" o \<�_C123 \<�_Cl2_3 SCALE.- 1/2' = 1'-0' A2 . C 1 2e3 U TU5 FAUCET I 0 ve CONTROLS z V FE/V///' -- TOILET flT < It Colorado I11 S EbLi 0 21-01 41-01 rn WD. GROWN SINK WD. CROWN WD. CROWN I MOLDING MOLDING MOLDING 7-1 10/19/01 WALL MIRROR RE.- INTERIOR DESIGNER— GYP. BOARD GYP. BOARD GYP. BOARD GYP. BOARD PAINTED FAINTED tAl FAINTED FAINTED SINK FAUCET WOOD 5LKG. IN H PEDESTAL PEDESTAL WALL SINK iii SINK i i A STACKING ® �I WASHER 4 DRYER U.u 5EYOND IN DRYER WOOD 5LKG. IN UTILITY CLOSE WALL YZ� OL STONE TILE TILE RASE U ;4 BASE ,4 WASHER N V u 21-01 fool ;4 STONE TILE 0.4 STONE TILE BASE BASE W ~ F GUEST BATH (S IM. ) GUEST BATH (S IM. ) GUEST 5ATH (S IM. ) UTILITY ROOM (S II O. H. ) INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION �' � 1-4�X_12 SCALE: 1/21=11-01 '4Q-�CI24 SCALE-- 1/2.=I. 12-4 !GCr—:A 1E, 1/21 1 1 -0 14Q�C SCALrE, 1/2 -0 �124 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO DESIGN ARCHITECT 4240 Denver, Colorado ARCHITECT OF RECORD GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA CIVIL ENGINEER ALPINE ENGINEERING,INC VAIL,COLORADO LANDSCAPE ARCHITECT S E GROUP BURLINGTON,VERMONT STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, INC HOUSTON,TEXAS MECHANICAL ELECTRICAL PLUMBING ENGINEER ABS CONSULTANTS INC DENVER,COLORADO INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX LIFE SAFETY BCER ENGINEERING INC ARVADA,COLORADO PROJECT NUMBER- 2094100 ISSUE REVISION DATE 5ATHROO1"I ACCESSORIES TYR CLUB UNITS I.D. MARK c:oc)rz SYMBOL DESCRIPTION MOUNTING HT. SAW TAI 5-o _T_ TOWEL RING 4'-3' A.F.F. (U.O.N.) CFcI TA2 B-0 a ROBE HOOK 51401 A.F.F. (U.O.N.) CFC1 TA3 5-m TOILET PAPER HOLDER TYP. 2'-O' A.F.F. (U.O.N.) I'-I' CFCI A.F.F. TYP. AT M 5ATHWS TA4 5-N 24' TOWEL BAR 42' A.F.F. (U.O.N.) CFCI TA5 5-f= SHOWER DOOR TOWEL BAR 34' AF.F, (U.0,K) mi TA& NOT USED TAI WINER BASKET - SOAP BASKET 5'-VA.F.F.6 SHOWERS (U.O.N.) MI 2'-4' A.F.F.6 MASTERTU5S (U.O.N,) TAB MIRRORS)(O.C. ABOVE VANITY MOUNTING WGT. RE.- INT. DES, MI SINK(S))(LOCATE BY RE.- INT. DES., j 01 REV #7 10/19/07 TAq 5-W 1 CFCI 4'-VARF. 6 015 REV #6 08/10/07 (O.C. ABOVE VANITYAT SIDE WALL 013 REV #4 04/12/07 INT. ELEV. (CLUB UNITS ONLY A4 TRIO 15-S SHOWER CURTAIN ROD 6'-8' A.F.F. (U.O.N.) CFCI TAII IRON CADDY (1)AT ALL UTIL. RMS 51-V A.F.F. (U.O.N.) CFC1 TA12 CLOTHESLINE b'-8' A.F.F. (U.O.N.) WITHIN CF-CI SHOWER 0 T DE S UNITS TA113 SAFE (1)AT ALL MASTER CLOSETS 4'-0' A.F.F. TO TOP (U.O.N.) CFCI RE.- 546/A2.10.15 TA114 24' GRAB BAR(VERTICAL MOUNT) 4'-b' O.C. A.F.F. (U.O.N.),V O.C. CFCI AT ALL SHOWERS 4 TUBS W1 HORIZONTALLY FROM ENTRY SHOWERS WALL EAST WING TA15 FIRE EXTIW-sUISHER(1)AT ALL UTIL. 41-01 A.F.F. (U.O.N.) CFC1 PROJECT Ed Fais REFER TO SECTION 10522 FOR NOR H DESCRIPTIONS NoAtt TAIro 24' WALL PURR OUT AT POCKET DOORS PROJECT KEYPLAN ADJACENT TO ELEC. OUTLET BOXES ON 9/A2.10.1 ONE OR BOTH SIDES NOTES., 1. ALL ACCESSORIES CFCI U.N.O. MI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED 2. BATHROOM 01 AT UNITS 000q,0216 4 0218 TO BE FULLY COMPLIANT W1 ANSI AIII.1 TYPE A. AT ALL OTHER UNIT BATHROOM 01,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED. UNIT 3 C g Ln �n 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. ENLARGED 4. REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. 00 C) PLANS C) rq REVIENNED By SCALE.- 1/2' V-O' A 2 . C 1 2o4 u FEB < 0 21-04 41-Ol SAFEbuilt Colorado u Jft 00 00 cn cn 61.9 62 65 66 67 69 70 cn 72 1 . 62 65 66 67 � 72 HATCHED AREA TYP. 1 36-9 1/2' DESIGNATION OF R-11 10/19/01 UNFACED GATT INSUL. 14'-6' A Ov Y AIR INTAKE 6 SOFFIT r2 101011111111 INNIS y RE.- MECHANICAL CV _0 0 — sN 5 INNNNNNNII C) P27 0 0 CLOSET F5 A.F.F, 0 0 0 Loo, 0 #1 -11 all ry Jul A.F.F. V--j A.F.F. 1 1 MASTER =1 �e 'r - 1 04 BATH A.F.F. T12 F29 13CM5081 052 T005 01 VAN I TT' MASTER -q Cal 0 &5EDROOM 1,4 T-6 AA 0� BALCONY HANDRAIL 0 T2 P13 T I . B B TIA EM:M5_09 L \ \6\ TYP W � AN ==woe E__ CF5)1 Lik +5,-ro RM NAMES . - A M---' A.F.R FNNNNNNNI 0 0 sQ CF29 P5 HALL cl) 7 X nT12 fI 1 1 : xj W W—m-3) 0 1 0 1 Q 3Cm504 4 ABOVE EE -ME-CJ4 _17 LINE OF 5ALCONY FNNNNNI &FF \-, �17% U A.F,F. I T205 i F----------- --- SLA5 EDGE -i EE - 0 E - T FF T1 GG GG L17 - I-all + 4-4-0 1/2' +1 'to 6'-6" 11-91 1 HH & H H OWNER/DEVELOPER clr% A.F.F. ---GUESTS -1 AIR INTAKE ry SOFFIT VAIL RESORTS I 5ATHROPM J L DEN E T R 0 RE.- MECHANICAL DEVELOPMENT r4 F5 Ci COMPANY HALL 10 ---FIREPLACE FLUE TO RUN HORIZ AVON,COLORADO' _ _ _ (13CM5021 101 _LQ I — _ COVE LL _C�EILING 4 UP TO ROOF EL I i I I CAP, RE, 141Aro.-I (SIM), 151A&.1.1 0 IQ 0 1 0 1 0 (S IM) DESIGN ARCHITECT ❑ (0 POWDER *� ;,w, ROOM 0 A.F.F c 0 -0 — — , q — o(5D_ DINING GD_ _T 7 3 01 ROOM 4240 13 F., 0 El 13CM51�j LINE ABOVE Denver, Colorado 40* L isomi mmomm Nummmi memo C-0 1/2' Aro 0�1 F 5'-1 1/2'1 21-21 31-111 51-101 41-21 01-211 Z__4 I 18'-10' -c ARCHITECT OF RECORD A I i L A GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA 0524 /6 %, 5AR TI 'qU A.F.F. 0Y:= "2.1J13 01, 1 1 R +qI_OlI 1�.� 1; 2'-3- ' -3- 2.CI3. Cm 40, LIVING BALCONY HANDRAIL t1h oil < L 2' LINE CIVIL ENGINEER ROOM A.F.F. I-ON ALPINE ENGINEERING,INC Cal 10 VAIL,COLORADO ABOVE E TIO LANDSCAPE ARCHITECT 0 F. S E GROUP N_ I-ON BURLINGTON,VERMONT P +80 pp KITCHEN 21-01 21-01 — I— — — - 4 3CM514 STRUCTURAL ENGINEER sBB %.rj HAYNES WHALEY ASSOCIATES, E) =Z3 G* y 0 0- INC L___L 1% 1 1 HOUSTON,TEXAS LINE 01 0 SLAB EDGE -— -—- —- — - - - _/_r1 - % _JCT2� MECHANICAL ELECTRICAL■vo" E3 % --i - PLUMBING ENGINEER UTILITY t c-- 03 QQ . . . . . . . .. BRACE A.F.F. ABS CONSULTANTS INC 'R )_0 DENVER,COLORADO R R - - r — — I — — — — — R R —13CM519 01A E-(o CfA qr VAN I TY INTERIOR DESIGN WILSON&ASSOCIATES 34 +1 C) DALLAS,TX 0 02 1 T125 MASTER 02 a %--j A.F.F. I MASTER LIFE SAFETY 5ATHROO T3 Alclois b �k-" I A —1 BEDROOM L 0 L INE BCER ENGINEERING INC Cfl +01 # \11 '-1 'TE ARVADA,COLORADO -011 1 1 1 A50VE F f T12 N/ A.F.F. + + PROJECT NUMBER. 2094100 AIR INTAKE TOILET I O I CLOS, TY`P SOFFIT ly C�j _KF RM NAME, ISSUE REVISION DATE > RE.- MECHANICAL 0 21 10 0 3Q 6 I LE mm A.F.F. L 0 6 1'-11/2' L I-ION ql_31 11-41 �\ 1 i FLOOR PLAN 3C:m, UNIT S24 REFLECTED CEILING FLAN SCALE.- 1/4'=I'-O' REVISION -1 GENERAL NOTES.- SCALE.- 1/411=11-011 Iq p 1. WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO PLAN NORTH OUTSIDE FACE OF STUD. PLAN NORTH 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED DIMENSIONS TO NEAREST GRID (AT PLANS W1 STEEL GRIDS), 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). REFLECTED CEILING NOTES.- 4. REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT Or REV #7 10/19/07 PLAN(S). I. RE.- 9/A2.10.5 FOR TYPICAL AT UPPER COFFER TRANSITIONS AND FOYER 015 REV #6 08/10/07 5. 5ALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED CEILING TRANSITIONS. ELSEWHERE IN DRAWINGS. 2. FOR RECESSED DRAPERY TRACK RE.- I/A2.10.5 FOR PURR DOWN TRANSITIONS 013 REV #4 04/12/07 ADJACENT TO EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER BEDROOMS. VA2.10.r2 IS SIMILAR AT ALL BEDROOMS 4 STUDIES WITH EXTERIOR WINDOW WALLS, INDICATING POCKET. 3. RE.- 3 4 3A/A2.10.5 FOR CEILING TRANSITION TO 8' CEILING AT KITCHENS. EXCEPT GENERAL NOTES.- NOT AT CLUB UNIT KITCHENS. 1. TYPICAL ENTRY DETAILS 4 ELEVATIONS IRE.- SWEET A2.10.15. 4. RE.- 3A/A2.10.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND 2. REFER TO SHEETS A&A AND A6.1.1 FOR TYPICAL FLUE DETAILS. WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS. 3. REFER TO A2,10,1 FOR ROOM FINISH 4 DOOR SCHEDULE AND ADIDT'L GENERAL NOTES. 5. SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED IN PER FOOT IN WHOLE 4. REFER TO ENLARGED FLOOR PLANS FOR ALUM. CLAD EXT. WINDOW 4 DOOR DESIGNATIONS OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE EAST 141Ws HEIGHT VARIES. OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM PROJ= 5. ALL FIREPLACE FLUE PIPES ARE TO HAVE A J/4' RISE PER V-O' HORIZONTAL RUN. THIS Is GENERATORS ARE TO HAVE LEVEL CEILINGS. 110R� TO INSURE PROPER VENTING OF HOT GAGES AS REQUIRED BY MANUFACTURER (o. EXPOSED TO STRUCTURE AT MECHANICAL CLOSETS. (o. PROVIDE 1/4' WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT 1. PENDANT LIGHT FIXTURES ABOVE KITCHEN BAR TO BE 2'-(o' ABOVE BAR PROJECT KEYPLAN REFRIGERATORS. COUNTERTOP U.O.N.. PENDANTS TO BE HORIZONTALLY EQUALLY SPACED OVER T I 1. [= - MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH BAR WITH FIXTURES ADJACENT TO CABINETS, TO CLEAR CABINET DOOR SWINGS. Ar. MECHANICAL DOCUMENTS. REFER A(6.23 FOR DETAILS. A& PRE-MARK 4 VERIFY ALL LOCATIONS W/ INTERIOR DESIGNER RE.- INTERIOR 8. REFER TO SHEETS A2.10.9 4 10 FOR UNIT REFERENCE STANDARDS. REVIEWED BY 4 ELEVATIONS. UNIT 3Cm rq a. ADDITIONAL GENERAL NOTES AND LEGEND REFER SHEET A2.0.1. UNIT PLAN 1_11 I FEB 2 6 2008 co -ON, C) A& 9, IN COFFERED CEILING AREAS, THE CEILING WEIGHTS ARE INDICATED AS 10 & REFLECTED THIS NOTE 15 TO ADVISE THAT THE INTENT OF THIS HEIGHT INDICATION 15 TO INSTALL CEILING PLAN THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. SAFEbuilt Colorado cn 10, REFER SHEET A2.0.1 FOR UNIT LIGHTING LEGEND. 11. AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS A 2 . C 111 POSSIBLE W1 SMOKE DETECTORS ADJACENT. u SCALE.- IAN = 1'-0' cli 12. ALL UPPER KITCHEN CABINETS TO HAVE UNDER CABINET LIGHTING. I < G 052 0? S P13 3) C 5AL _ONY HANDRAIL 0 21-01 41-01 so-ON C% U .................. 2'-0' EQ. Q. 9' 10' L a 3'-1 1/2' E TYP. I EQ. EQ.STEEL 'Ll --- 3 V MTL. STur.> BRACKET SCREW ATTACHED TO PIPE 4 111-6 SCC TOP EDGE OF FLOOR AT BOTH 11-101 WORKSURFACE SIDES 10/19/01 COUNTERTOP 10 2.CI3. OF PIPE . 10, 10' .L 11-21 P21 P29 TYP, 2' So. EQ- L EQ EQ. 31-1 1/21 EQ 5'-11 1/2' .11-31 Z METAL PIPE 4 2 1/2' L 2 1/2' 21-IN 3'-4 1/2' TOP EDGE OF I - - 1 4. -1 - EQ. 2'-0 1/2' E - GD 4 L L BAR COUNTER- 2'-10` 4 1/2'-' 4 1/2' TOP )4 J. (D CCU ,1 TA9 TAI RR Z H HATCHED AREA - P13 \ \''' ;0 UNDER STONE TOP, -1 — VANITY - --- STEEL PLATE WELD - COUNTERTOP J. ATTACHED TO VANITY L C;LfR. SQUARE PIPE TAI to COUNTERTOP 'w"A w 14 H H 10 O.N. 0 Nj TAI e U5 IY2" MTL. O.H. CA STUD UD :0 U 2 O V u ST MTL. 2.CI 0,H, 3. > 2.03, 2,03, UD, 4 2 3 0.H. LL IS H_ > TUB E DA HER 2,C13, 12,03. > 2.CI3. N CHILLER (F2 9�- 3 O.H. > O.N. -------------- Z - N9 > �4 r--------I 2,CI 10 KITCHEN 2.CI3. /-EXHAUST cl -1 -1 2.03. 1��1�3 : 'D TUB SINK HOOD O.N. > a > ANITY —MICROWAVE ---------- RANGE-t-OVEN _j 2.03. 2.03 > W UN I r-M I OF` LLI 4 2.0I3. L-------J_ > 6 -------- --- --- > CL TAI 0 d) J. > > F_ cptdILE TAI N P5 P13 TA3 uj tu 7c� _-N TAI - F>- _I, 1 0 --- TOILr=T ILE j r 0 P5 TA3 Ea. EQ. L Lu 4 4 FLOOR ]I-rOo L EQ EQ VAIL RESORTS SLOPES L q- 5'-10 1/2' r r 21-11 51-41 3'-6" TO DRAIN 5'-0' 3'-6' DEVELOPMENT 21-11 51-11, FLOOR COMPANY SLOPES AVON,COLORADO L TO DRAIN DESIGN ARCHITECT ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN 4240 K ITCHEN :01 MASTER 3ATHROOM *2 MASTER 5ATHROOM GUEST 5ATHROO1�1 Denver, Colorado �13_2 SCALE.- 1/21=11-01 'N��_CI3_2 SCALE,- 1/21=11-01 ��_03_2 SCALE.- 1/21=11-01 SCALE.- 1/21=1.-O. eATHROOM ACCESSORIES - TYR CLUB UNITS ARCHITECT OF RECORD GLOVER SMITH BODE,INC MARK DESCRIPTION MOUNTING Ht. REMARK OKLAHOMA CITY,OKLAHOMA GODE SYMBOL TAI 15-o _T_ TOWEL RING 4'-3' AF.P. (I.I.O.N.) CFCI CIVIL ENGINEER ro'-2 1/2' TA2 5-Q ROBE HOOK 51-61 A.F.F. (UO.K) CFCI ALPINE ENGINEERING,INC VAIL,COLORADO 0 1/2' TA3 5-M TOILET PAPER HOLDER TYP. 2'-O' A.F.F. (U.O.N.)V-71' MI 41-4s A.F.F. TYP. AT 01 5ATHF415 LANDSCAPE ARCHITECT a) TA4 5-N 24' TOWEL BAR 42' AF.F. (U,OK) CFCI S E GROUP TA5 5-f=1 SHOWER DOOR TOWEL BAR 34' A.F.F. (U O.N.) CFCI BURLINGTON,VERMONT TA& NOT USED STRUCTURAL ENGINEER TAI CORNER BASKET - SOAP BASKET V-0- ARRO SHOWERS (U-0-9) CFCI HAYNES WHALEY ASSOCIATES, 2,C13, 2 - O.N.) INC 12 HOUSTON,TEXAS ❑ TA3 TA8 MIRROR(S)(O.C. ABOVE VANITY MOUNTING W-%T. R�- INT. DES. CFc1 2.CI3, SINK(S))(LOCATE 5Y RE.- INT, DES, MECHANICAL ELECTRICAL LE ' 5-W PLUMBING ENGINEER TAq �!� � , � , I� I *-WARF. (U.O.N) mi v ABS CONSULTANTS INC _ 11 O.N. (0,C. ABOVE VANITYAT SIDE WALL INT. ELEV. (CLUB UNITS ONLY DENVER,COLORADO V.H. 2.0 3. SEE, - - - - - - - (01 INTERIOR DESIGN q TAIO 5-S SHOWER CURTAIN ROD -15, A.F.F. (U,OR) CFCI WILSON&ASSOCIATES 2.03. TAII IRON CADDY (1)AT ALL UTIL. RMS 5`61 A.F.F. (U.O.N.) CFCI DALLAS,TX SINK 10 TA12 CLOTHESLINE 6'-8' A.F.F. (LI.O.N.) WITHIN CFCI LIFE SAFETY 2.CI3. C<ING SHOWER O.H. w ASHER 4 BCER ENGINEERING INC TA9 DRYER TA13 4'-O' A.F.F. TO TOP (U./.N.) ARVADA,COLORADO I F57 SAFE (1)AT ALL MASTER CLOSETS 4' RE.- E74(o/A2.10.18 r- TA14 24' GRAB BAR(VERTICAL MOUNT) 41-v O.C. A.F.F. (U.O.N.),(0. O.C. m, AT ALL SHOWERS 4 TUBS 141 HORIZONTALLY FROM ENTRY PROJECT NUMBER 2094100 r 761 SHOWERS WALL 1 2'-8" r TA15 Fin EXTINGUISHER(1)AT ALL UTIL, 4'-O' A.F.F. (U,O.K) CFC1 ISSUE REVISION DATE FF—E] REFER TO SECTION M22 FOR A I I DESCRIPTIONS 5'-31/2" TAIro 2,144' WALL RJRR OUT AT POCKET DOORS RE., ro'-2 1/2' ADJACENT TO ELEC. OUTLET BOXES ON q/A2.10.1 NOTES.- ONE OR BOTH SIDES I. ALL ACCESSORIES MI U.N.O. MI-CONTRACTOR RAVISHED CONTRACTOR INSTALLED 2. BATHROOM 01 AT UNITS FAIR,0216 4 0218 TO 5E FULLY COMPLIANT 141 ANSI AIIIJ TYPE A. AT ALL E�I L A'Tq:12;%',('0Z*`ED FLOOR PLAN ELI LARGED FLOOR PL AN OTHER UNIT BATHROOM 01,FAIR HOUSING 4 ANSI AI TYPE 5 GUIDELINES MUST 5E AF;FLIEp, 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. �0��ER ROOM UTILITY 4. REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. �_C;13_2 SCALE: 1/2"=1'-O' 1.��_CI32 SCALE.- 11/2"=V-0" UPPER WOOD 1 4 UPPER WOOD 3 5 CABINET DOORS CABINET FIXED 21-ql 10. 10 10 W/ WD. GROWN 11/2' FILL FRONTS MOLDING FILL-,), 2'-0 (L 3'-01/2" L FILL 1'-6' EQ. EQ. V-&' rFILL WOOD CROWN MOLDING RE.- 3/A2.10.6 017 REV #7 10/19/07 1__T PENDANT LIGHT OPEN TO MICROWAVE AT EXHAUST HOOP r \11 015 REV #6 08/10/07 OPEN SHELF STONE 5ACKSPLASH BEYOND & UPPER f =R CA51NET STONE COUNTERTOP 4 PENDANT LIGHT LOWER WOOD W/ GLASS DOORS I,-, CABINET DRAWER 4 UNDERCA51NET BAR TOP W/ 41-Ol TILE 5ACKSPLASH L _ L___'� FRONTS (TYP) LIGHTING j BEVELED EDGE EQ. EQ.-FILL LI 2'-0 REFRIGERATOR (VERIFY MFR'S w Q. Q. FILL <r REQ'D CLEAR) W L6 COOK TOP LL I I j_LV LOWER WOOD w STONE J= WOOD MICROWAVE W1 Y_ CABINET DRAWER > COUNTERTOP 4 BUILT-IN TRIM KIT ........... SUPPORT ff ll� OVEN FRONTS BRACKET tu 15EVLED EDGE- C'i (L STONE tu LOWER WOOD CC *s STONE 5ACKSPLASH 2,10.6 COUNTERTOP CABINET DRAWER 1414' BEVELED TOP STAIN GRADE WD. aw FRONTS (TYP) -------- E EDGE 4 EXPOSED DISHWASHER E L L W1 BEVELED (z Lu TRIM (MITERED EAST WWI U- EDGE 10 SIDES EXPOSED CORNERS PROJ= cq "4 1-D BY WINE CHILLER TYP. WOOD=R WOOD LOWER CABINET DOOR 5ASE WD TRIM W/ Lu NOR ERS CL 13 STAINED GRADE FRONTS .................. COSN _ Lu Fc PROJECT KEYPLAN MITERED k===m I T4G WOOD PLANKS cr FILLI 1, �3 1/21 1 FILL TYP. WOOD -FILL 1, 4' TYP, WOOD 1/2 3 2 Colora-0 Ii FILL FILL ASE FIL 1/2 5 1/2' ILL 5ASE FILL- 1/' do 2'-0 V-1 1/2 BASE ---- 00 DEPTH (VERIFY MFRS (VERIFY MFR'S SINK CABINET 1'-0' VARIES (RE.- ENLARGED PLAN) UNIT 3Cm Ln REQ'D CLEAR) D CLEAR) DOOR FRONTS I.-B I& ENLARGED REQ'D 2'-0) co (PER MFR'S (VERIFY MRPRS CD PLANS CD REQ'D CLEAR) REQ'D CLEAR) KITCHEN KITCHEN KITCHEN (SIM. O. H. ) KITCHEN INTERIOR ELEVATION INTERIOR ELEVATIOM INTERIOR ELEVATION INTERIOR ELEVATION SCALE.- 1/2' = V-O' A2 . C 1 u 11 1/2 ///L 0,H, >c _ ANITY UNTE TOP GL FFOT�_ < 1�32 SCALE: 1/2"=V-0I �13_2 SCALE.- 1/2 =1 -0 �132 SCALE.- 1/2 1 -0 \A �_032 SCALE.- 1/2"=1 -0- 0 21-Ol 41-01 rn X, STONE TILE 2 3 TRIM WD- CROWN SHOWER /F WD, CROWN MOLDING HEAD WD. CROWN MOLDING MOLDING GYP, BOARD 10/19/01 PAINTED WD. CROWN GYP. BOARD GYP. BOARD I 7 MOLDING f FAINTED WALL MIRROR--\ CEILING FURR I 1'-0' RE.- INTERIOR DN. 11-01 7-tAl 100 GYP. BOARD DESIGNER GYP. BOARD EQ. L EQ PAINTED EQ EQ. PAINTED E TUB PLATFORM TOP, TAI STONE WALL AIA FRONT 4 TUB 5ACKSPASH TAq SHOWER T 5ACKSPLASW RE.- TUB, 2 TA4 STONE TILE WALL PANELS SINK FAUCET DOOR A SECTION DETAIL 101 AT BACK k STONE SHOWER WALL TUB FAUCET 4 WOOD 5LKG. IN WOOD 5LKG. SHOWER 5ACKSPLASH --- CONTROLS WALL UNDERMOUNT IN WALL CONTROLS WOOD 5LKG. IN SINK III WALL III - - WOOD 5LKG. IN tAq O STONE 99 A _ _ -I 5ACKSPLASH ---sl_ ----------- .......... STONE WALL ji WALL SHOWER DOOR ;> J W1 TOWEL BAR 1/2' 5ACKSPLASH RE 4 COUNTERTOP F= LI _ EI TUB SECTION STONE DETAIL WOOD CABINET POCKET - OCKET 5ACKSPLASH FRONT W1 TOP DRAWER GYP. BOARD I I IF-r STONE WALL PAINTED DOOR I, I STONE TILE TOILET)/ 0 WOOD SINK CABINET TILE FRONT ------- BASE 11 1, 1,_4 1 m �' i I TUB, PROFILE z WOOD CABINET u 0 L u DRAWER FRONT (3 --STONE SILL 21-Ov EQ. (1) LARGE FILL 2 1-9N 21-rol FILL STONE TILE 1.4 DRAWERS) 4 4 BASE \'__STONE TILE W1 STONE TILE /EQ. EQ. 04 -91 AT SIDE WALL 10 BASE BELOW WHIRLPOOL TUB AQ0- EO 5 1-41 SHOWER REMOVEA5LE STONE ACCESS FLOOR DRAIN STONE TILE PANEL, POLISH ALL EXPOSED BASE EDGES, PROVDE 15'H X 20'W FIXED STONE CLEAR OPENING FOR ACCESS TO PANEL AT TUB WHIRLPOOL PUMP CONTROLS APRON (VERIFY MFR'RS REO'D CLEAR AND LOCATION, OVERLAP REMOVEA5LE PANEL SUCH SUPPORT CLIPS ATTACH AT EITHER SIDE OF PLYWD, FACE FRAME MASTER 5ATH 001 4 02 ) MASTER 5ATH C #1 4 *2 ) MASTER 5ATH ( 01 4 *2 ) MASTER 5ATH C #1 4 *2 ) INTERIOR ELEVATION 2 INTERIOR ELEVATION 3 INTERIOR ELEVATION INTERIOR ELEVATION OWNER/DEVELOPER � SCALE: 1/2°=1'-O" 2 C13.3 13_3 Z-jCl33 SCALE: 1/2"=V-0" '!_�CI_33 Sc:ALI=-.- 1/2'=V-0' fc�:A 6 F P f';iz b' bl'i ACCESSORIES - TYP'. CLU5 UNITS VAIL RESORTS I,[). DEVELOPMENT MAW c;oE)r= SYMBOL DESCRIPTION MOUNTING HT. REMARK COMPANY TAI 5-o _T_ TOWEL RING 41-31 A.F.F. (U.O.N.) CFCI AVON,COLORADO 2 1 TA2 5-Q a ROBE HOOK (U.O.N.) CFcI *fE T,43 8-M TOILET PAPER HOLDER TYP. 21-ol A.F.F. (U.O.N.) 11-11 CFCI DESIGN ARCHITECT L Ea. L A.F.F. TYP. AT 01 5ATHRMS z� TA4 5-N 24' TOWEL BAR 42 A.1=.1=. (U.O.N.) CFCI 4240 2'--1' (TO 2'-1' (TO GYP. 5OARI-_> TAE� 5-f= SHOWER DOOR TOWEL BAR 34' A.F.F. (U.O.N.) CFCI O TILE EDGE) STONE WALL TILE EDGE) FAINTED TAB NOT USED Denver, Colorado WALL MIRROR --------- TILE RE.- INTERIOR ------- A STONE WALL TAI CORNER BASKET - SOAP BASKET 5'-O' A.F.F.' SHOWERS (U.O.N.) CFCI Al WOOD 5LKG. IN 0' L DESIGNER GYP. BOARD WALL 19A TILE ------TAI 2'-4' A.F.P.6 MASTERTU55 (U.o,N.) ARCHITECT OF RECORD TAl GYP. 50ARI:) FAINTED FAINTED STONE WALL WOOD 5LKG. IN TA& MOUNTING HGT. RE.- INT. DES. GLOVER SMITH BODE,INC TILE [ EQ. WALL MIRROR(S) (O.C. ABOVE VANITY CFCI OKLAHOMA CITY,OKLAHOMA SINK(S)) (LOCATE BY RE.- INT, DES., SINK FAUCET CIVIL ENGINEER — WOOD 5LKG. IN ALPINE ENGINEERING,INC WALL TUB FAUCET 4 TUB, FAUCET 4 TA9 5-w 4'-6' A.F.F. (U.O.N.) CFCI III A CONTROLS CONTROLS I VAIL,COLORADO (O.C. ABOVE VANITYAT SIDE WALL III L__j O �u u WOOD 5LKG. IN INT. ELEV. (CLUB UNITS ONLY LANDSCAPE ARCHITECT -7 WALL AT BACK STONE (01-al A.F.F. E GROUP A SHOWER WALL 5ACKSPLASH TA10 5-5 SHOWER CURTAIN ROD F, (U.O.N.) CFCI BURLINGTON,VERMONT// � � STONE E7'-(o' A.F.F. (U.O.N.)IRON CADDY (1) AT ALL UTIL. RMS CFCI EQ. EQ. TAII 5ACKSPLASH STRUCTURAL ENGINEER 4 COUNTERTOP t T,412 CLOTHESLINE 6'-8' A.F.F. (U.O.N.) WITHIN CFCI HAYNES WHALEY ASSOCIATES, \ j SHOWER INC WOOD STONE TILE r, HOUSTON,TEXAS MARBLE WALL CABINET BASE WOOD 5LKG. IN PANEL TUB 1 � FRONT WALL TA13 APE (1) AT ALL MASTER CLOSETS 41-01 A.F.F. To TOP (U.O.N.) CFCI MECHANICAL ELECTRICAL 0 'K = 1 11 7777� RE.- 546/A2.10.15 PLUMBING ENGINEER FILLi 0 1/2 2'-ro' 21-01 TA14 BS CONSULTANTS INC STONE TILE STONE TILE 24' GRA5 BAR (VERTICAL MOUNT) 4'-(o' O.C. A.F.F.A.F.F, (U.O.N.), (VO.C. CFCI DENVER,COLORADO BASE BASE AT ALL SHOWERS 4 TUBS W/ HORIZONTALLY FROM ENTRY INTERIOR DESIGN SHOWERS WALL WILSON&ASSOCIATES DALLAS,TX TA15 FIRE EXTINGUISHER (1) AT ALL UTIL. 4'-O' A.F.F. (U.O.N.) CFCI LIFE SAFETY FE BCER ENGINEERING INC REFER To SECTION 10522 FOR ARVADA,COLORADO 1*1 5ATHROOM 01 5ATHROOM 01 5ATHROOM 01 5ATHROOM DESCRIPTIONS T,41(o 2,V4' WALL PURR OUT AT POCKET DOORS RE.- I NTERIOR ELEVATION INTERIOR E LEVATION INTERIOR ELEVATION INTERIOR ELEVATION ADJACENT TO ELEC. OUTLET BOXES ON 9/A2.10.1 PROJECT NUMBER. 2094100 1<_jC133 SCALE: 1/21=11-00 1<-jr-133 \<-jr-133 0=1 I I ONE OR BOTH SIDES ,Z_C�133 SCALE.- 1/2 SCALE: 1/2"=V-0" SCALE.- 1/2 -0 NOTES.- ISSUE REVISION DATE 1. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED 2. BATHROOM I AT UNITS '009, #216 4 #218 TO BE FULLY COMPLIANT W/ ANSI A111.1 TYPE A.. AT ALL OTHER UNIT BATHROOM 1, FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED. 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. WD. CROWN __Ir__SINK L WD. GROWN WD. CROWN 4. REFERENCE A2.10.9 FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS, MOLDING MOLDING MOLDING r OPEN I'-&' DEEP OPEN WALL MIRROR UPPER SHELF W1 COAT ROOD BEL RE.- INTERIOR O BRUSHED BRUSHED DESIGNER GYP. BOARD 1 L STAINLESS ROD —STAINLESS ROD PAINTED GYP. BOARD GYP. BOARD GYP. 50AFRO FAINTED T,ql FAINTED FAINTED SINK FAUCET GYP. BOARD PEDESTAL PEDESTAL STACKING WOOD 5LKG. IN PAINTED SINK III L-A SINK A WALL WASHER 4 DRYER BEYOND IN A U L UTILITY CLOSET DRYER WOOL) 5LK3. IN F 7 WALL EQ EQ. 0 L 4'-O' 015 REV #6 08/10/07 STONE TILE TILE BASE TILE BASE A4 013 REV #4 04/12/07 BASE :J WASHER f STONE TILE STONE TILE BASE BASE GUEST 5ATH GUEST 5ATH GUEST 5ATH UTILITY ROOM, NO=S IM. UTILITY ROOM, S IM. PROJE'r EAST WIW-a INT, ELEV. CS IM. O. H. INT. ELEV. CS IM. O. H. ) INT. ELEV. CS IM. O. H. ) 12 INTERIOR ELEVATION INTERIOR ELEVATION!3 NR�PRCJECT KEYPLAN SCALE: 1/2'=1'-O' �_03 3 SCALE= 1/2"=1'-O' I<-C 1 J33 SCALE,- 1/2"=1'-O' <�_03_3 SCALE: 1/2'=P-O' k4A2.JC133 SCALE: 1/2"=1'-0 REI ��!! � BI cr 4 UNIT 3Cm r< L� C14 INTERIOR o worado SAFEbUllt ELEVATIONS ri A2 . C 1 rl O 01 62 65 66 )4 67 69 70 71 62 65 66 67 69 70 71 cn INNNN* 1 '1 0 � 1Nfq 15' 4' A 1-1 o 11/2 +a'-oil 2 U 0 LINE OF 15A A.F.F. 0-4 LCONY u 0 1 11 SLAB EDGE N u c 0 1 - 0 1 L I L ; I L 0 0 JF--'T 0 1 L r=T )-NNINNI! 5ALCONY HANDRAIL 3Ch1I3 > CLOS. c� t7 -a- - -0- 133CHO4� q q. # - [�] Q T(o Lu F 1 3: 1 I I © - I I I I +8'-�0" I I I ^ ~ MASTER A.F.F. I MASTS BEDROOM 5ATHRM 2 A(o TU15 IN A50VE 052ro T3 I 0_ _ I (a E 19 SOFFIT uu -AL ANITY RE.- MECHANIC +1 POWDER T25 L OWNER/DEVELOPER 0 F ROOM ww A.F.F. 0 40S cij VAIL RESORTS ww j3ChIOI ON x x 1 �/71 DEVELOPMENT --U :- 4— - HOOD _cF cv 0 _0 xx 0 LJ2�! IL F -0 COMPANY A.F.F. I AVON,COLORADO sjj.1 +5 -ON F701 K I Q 101 L 21-(01 L 0 G- M--/ 2 O 2 CT3 #52 DESIGN ARCHITECT LIVING jrA 1INTAKE MECHANICAL 0, 31 it ;lc�� -YER I __ I i HATCHED AREA TYP.i z 7 — - - - - - - - - - I I BALCONY HANDRAIL DESIGNATION OF R-11 A.F.F. IL 7 13CHOO1 ON 0 0 " UNPAGED 5ATT INSUL. (o .21-41/2 Id. 4'-31/2' T-01/2' 2'-41/21 LINE OF 5ALCONY �—LINE ABOVE 424 Nl(� IP "�4 1111111 1111111 111111 IN1111 11111 4 j Q1 SLA5 EDGE A OV C I ING ASSEM15LY + 40 O -"-. I Tl T33 'qLo/ A.F.F. C14 2.04. I Q _ I s,; DINING 00@@@ ]1 ARCHITECT OF RECORD UTIL./M CH. i Re OWN imimii iiiiii iiiiii iiiiiiI iiiiii 1111111r F.P. I __j ROOM GLOVER SMITH BODE,INC TI OKLAHOMA CITY,OKLAHOMA CIVIL ENGINEER A.P.P.MAIM 111111 0 ALPINE ENGINEERING,INC 0 O 0 0 0 VAIL,COLORADO a Q� T25 0 1 Z LANDSCAPE ARCHITECT �, OILET CLOS. Sim. i S E GROUP I 11 1 [J'-- AIR INTAKE > 13CHO'91 I-ON BURLINGTON,VERMONT EL M_1� Iv.1 +5 0 SOFFIT C14. I I %-S) ------ A.F,F. A.F.F. RE.- MECHANICAL STRUCTURAL ENGINEER r i T12 A A 1 T INC MASTER TU5 VANITY ,,,,, 0 HOUSTON,TEXAS BEDROOM I MASTER _T3 I r MECHANICAL ELECTRICAL 13CH0,51 0 PLUMBING ENGINEER r: FIREPLACE FLUE TO RUN HO ABS CONSULTANTS INC �- ; 1 A2 c1o>8 ABOVE CEILING TO ROOF CAP, tu< + Iq i 'U A.F.F, DENVER,COLORADO ;tlkal qU A.F.F. -1�1 4) o 0 Q cli- RE. 141Aro.1 (SIM), 101A6.1.1 (SIM) INTERIOR DESIGN 1 P27 f:,D13 5RAGE WILSON&ASSOCIATES DALLAS,TX spp E-9 —LINE ABOVE 111111 111111 NNNNNi 0 MEMO' LIFE SAFETY CC spp 4 BCER ENGINEERING INC ARVADA,COLORADO C EEE 1�1114 PROJECT NUMBER 2094100 'qU A.F.F. ISSUE REVISION DATE oo� FLOOR FLAN 3Ch/ UNIT 0526 REFLECTED CEILING PLAN SCALE.- 1/41=1,-O. 1=11- I pp SCALE.- 1/4 0 PLAN NORTH PLAN NORTH REVISION 'I GENERAL NOTES.- REVISION -7 GENERAL NOTE.- 1. WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO 1. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED OUTSIDE FACE OF STUD, DIMENSIONS TO NEAREST GRID. 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED 3. HIGHTLIGHTED TIE-DOWN GRIDS IN PLAN. REFLECTED CEILING NOTES.- DIMENSIONS TO NEAREST GRID (AT PLANS W/ STEEL GRIDS). 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). 4, REVISED MISCELLANEANOUS DIMENSIONS THROUGHOUT 1. RE.- '9/A2.10.5 FOR TYPICAL AT UPPER COFFER TRANSITIONS AND FOYER /11�Or REV #7 10/19/07 PLAN(S). CEILING TRANSITIONS, A(o 015 REV #6 08/10/07 E). BALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED 2, FOR RECESSED DRAPERY TRACK RE.- 1/A2,10.5 FOR FURR DOWN TRANSITIONS 014 REV #5 05/04/07 DRAWINGS. ADJACENT TO EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER Ar7 BEDROOMS, I/A2.10.5 16 SIMILAR AT ALL BEDROOMS 4 STUDIES WITH EXTERIOR 4 01 REV #4 04/12/07 GENERAL NOTES.- WINDOW WALLS, INDICATING POCKET. 1, TYPICAL ENTRY DETAILS 4 ELEVATIONS RE.- SHEET A2.10.15. 3. RE.- 3 4 3A/A2.10.5 FOR CEILING TRANSITION TO 8' CEILING AT KITCHENS. EXCEPT 2. REFER TO SHEETS A6.1 AND A6.1.1 FOR TYPICAL FLUE DETAILS, NOT AT CLUB UNIT KITCHENS. 3. REFER TO A2.10.1 FOR ROOM FINISH 4 DOOR SCHEDULE AND ADDT'L GENERAL NOTES. 4. RE.- 3A/A2.10.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND 4. REFER TO ENLARGED FLOOR PLANS FOR ALUM. CLAD EXT. WINDOW 4 DOOR DESIGNATIONS WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS. 5. SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED " PEP, FOOT IN WHOLE 5, ALL FIREPLACE FLUE PIPES ARE TO HAVE A Y4' RISE PER 1'-0' HORIZONTAL RUN. THIS IS 2 TO INSURE PROPER VENTING OF HOT GASES AS REQUIRED BY MANUFACTURER OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE (o. PROVIDE 1/4' WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT HEIGHT VARIES. OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM REFRIGERATORS. GENERATORS ARE TO HAVE LEVEL CEILINGS. BAST " I. r-= - MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH (o. EXPOSED TO STRUCTURE AT MECHANICAL CLOSETS. PROJECT MECHANICAL DOCUMENTS, REFER A6.23 FOR DETAILS. 1. PENDANT LIGHT FIXTURES ABOVE KITCHEN BAR TO BE 2'-(o' ABOVE BAR 110RIH) 8, REFER TO SHEETS A2.10.9 4 10 FOR UNIT REFERENCE STANDARDS. COUNTERTOP U.O.N.. PENDANTS TO BE HORIZONTALLY EQUALLY SPACED OVER PROJECT KEYPLAN BAR WITH FIXTURES ADJACENT TO CABINETS, TO CLEAR CABINET DOOR SWINGS. _0 A& -'\PRE-MARK 4 VERIFY ALL LOCATIONS W1 INTERIOR DESIGNER, RE.- INTERIOR ELEVATIONS. A4 8. ADDITIONAL GENERAL NOTES AND LEGEND REFER SHEET A2.0.1. co I-of, N & q, IN COFFERED CEILING AREAS, THE CEILING HEIGHTS ARE INDICATED AS 10 UNIT 3 C h Ln THIS NOTE IS TO ADVISE THAT THE INTENT OF THIS HEIGHT INDICATION 15 TO INSTALL UNIT PLAN co CD THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. & REFLECTED CD 10. REFER SHEET A2.0.1 FOR UNIT LIGHTING LEGEND. CEILING PLAN 11. AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS POSSIBLE W/ SMOKE DETECTORS ADJACENT. 12. ALL UPPER KITCHEN CABINETS TO HAVE UNDER CABINET LIGHTING. A 2 . C 14 . 1 I It Colorado N SpVEW SCALE. 1/4' 1'-0' 2 2.04 sEE [ICE 113 L L:1NE A50VE nnni I I U- 1 o < 0 21-01 41-01 V-0, rn 12'-0 1/2 21. 5'-0 1/2' Ea. EQ. FLOOR SLOPES TO DRAIN 12'-1 1/2' 21-11 1/2' FL OOR SLOPES TO DRAIN sLL r I J4 T TAI lu f> 70 4_8 J Eg I I ____8 m TA3 F_ \'-ECCL 6 EXHAUST Lu 4 F-1 HOOD ABOVE E9 r 2.CI4. RANGE 4 OVEN 0 F1 TAI 7o — — — — — — 04 ;t w WINE CHILLER SJJ w I 3'-10 1/2' lu ~ 3'-9 1/21 rA4 0 iv 41 i I I ------------- REFRIGE___7 if F F_ 14 �00 ty2' METAL STUD 2.CI4, NL // 5ELOW 12 10 3 ).4 Jq '0001, 6, 2.CI4 CI4. 8 V2C14, 9 CIA 0 9 4 2 TYP, I J' STEEL V 2.CI4, 2,C14. cli L !BRACKET SCREW S2 ATTACHED TO PIPE I-C 4 FLOOR AT BOTH a-1-4 F 0 SIDES OF PIPE REMOVABLE ASE P13 6 0. IT-_ CABINET (BE LO u M COUNTER 4 SINK) _41/ REMOVABLE CAB.TAI 41/2 r TAq L .31 5 1/2- L 2'-0 1/2' E Q \—TOP EDGE OF SECTION 7VANITY TA2 L �2'-9 1/2 1/2' C:LR BAR COUNTER- COUNTERTOP TOP TAq -0 1/2' A5LE ASE V T? (5r NE =LO TYP. 2' SQ. 11-01 11-01 1, L—j METAL PIPE cli ii 0 HATCHED AREA F_ UNDER STONE TOP, L STEEL PLATE WELD ATTAr-WIFFID TO q' L 10' 2'-C' 0' EQ. 3'--1 1/2' L 50 SQUARE PIPE 1.-10. 41-Ol 21-01 18 o_ OWNER/DEVELOPER 4 4'-4 1/2' ------- E1�1LARGED FLOOR PLAN ENS ARGED FLOOR PLAN VAIL RESORTS KITCHEN #1 MASTER 5ATH 12'-1 1/2' DEVELOPMENT SCALE.- 1/21=1,-O. A2.Ci4 SCALE.- 1/21=11-01 COMPANY E��lLARGED FLOOR PLAN AVON,COLORADO *2 MASTER 5ATH DESIGN ARCHITECT fl42 S✓ALE.- 1/21=11-01 4240 2'_8" 51-11, Denver, Colorado 4 1/2' ARCHITECT OF RECORD P5 8 GLOVER SMITH BODE,INC 2 C14. OKLAHOMA CITY,OKLAHOMA TA3 P5 Sim. O.H. CIVIL ENGINEER f T1 L ALPINE ENGINEERING,INC Fi I I I VAIL,COLOR-ADO O.H. 2.CI4. I I 1 1 1 e, N LANDSCAPE ARCHITECT 2.CI4. 0,H. i S E GROUP r BURLINGTON,VERMONT 4 0 STAC:ING FL/ STRUCTURAL ENGINEER -Z� WAS R 4 HAYNES WTIALEY ASSOCIATES, DRY E R INC HOUSTON,TEXAS I ILI rq MECHANICAL ELECTRICAL TAI PLUMBING ENGINEER 0 _Awdp ABS CONSULTANTS INC I DENVER,COLORADO L r 2'-11/21' INTERIOR DESIGN P5 WILSON&ASSOCIATES DALLAS,TX LIFE SAFETY BCER ENGINEERING INC ARVADA,COLORADO ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN PROJECT NUMBER- 2094100 POWIDER ROOM 5 UTILITY ROOM ISSUE REVISION DATE 4 ��414 2 SCALE: 1/211=11-011 \4A2�_042 SCALE= 1/2"=1'-0" UPPER WOOD 1 4 UPPER WOOD 3 3 3 IM. 5ATHROOM ACCESSORIES - TYP. CLU5 UNITS CABINET DOORS CABINET FIXED 10 I.Q. W1 WD. CROWN 1 1/2' 10' FILL FRONTS MARK CODE SYMBOL DESCRIPTION MOUNTING WT. REMARK MOLDING FILL-.). 2'-0 CL 3'-01/2" L FILL 1'-6" EQ. EQ. I'-&' Lt-FILL TAI 5-o -I- TOWEL RING 4'-3' A.F.F. (U.O.N.) CFCI —WOOD CROWN MOLDING RE., TA3 13-M TOILET PAPER HOLDER TYP. 2'-O' AF.P. (I.I.O.N.)V-1- CpCI 3IA2.10.ro L A L. .- F.F. TYP. AT 01 BATHRMS AN NA 1 I I L TA4 5-N 24' TOWEL BAR 42' AF.P. (U.O.K) _CI PENDANT LIGHT cr MICROWAVE AT EXHAUST HOOD r\.. I OPEN To TA5 5-P SHOWER DOOR TOWEL BAR 34' AF.P. (I.I.O.N.) CFCI OPEN SHELF STONE 5ACI<SPLASH BEYOND III � I -I I T . 1/1 rl_� TAro NOT USED UPPER CABINET L J L L LOWER WOOD W1 GLASS DOORS STONE COUNTERTOP 4 PENDANT LIGHT TA1 5-R COINER BASKET - SOAP BASKET 5'-0- ARRO SHOWERS (U.O.N.) CFCI /11�017 REV #7 10/19/07 — CABINET DRAWER 4 UNDERCA51NET BAR TOP W/ TILE 5AC<SPLASH L L L 2'-4' AF.F.6 MASTERTUIBS (U.O.N.) -7 lo �\ FRONTS (TYP) -FILL LIGHTING BEVELED EDGE EQ. EQ. 015 V #6 08/10/07 MIRROR(S)(O.C. ABOVE VANITY MOUNT I a TAa MOUNTING HGT. RE.- INT. DES. cFc 21-01 REFRIGERATOR SINK(S))(LOCATE BY RE.- INT. DES.. 151/4 C'4 U- EQ EQ. 013 REV #4 04/12/07 (VERIFY MFR'S 9) <r 4 tEL?�� r__ A FILL iv 5-W pp REQ'D CLEAR) " ff COOK TOP tu STONE TAB 3 41-WAF.F. (I.I.O.N.) CFCI U- LOWER WOOD > WOOD (0. MICROWAVE W1 CABINET DRAWER COUNTERTOP 4 BUILT-IN TRIM KIT y: - - -------- SUPPORT INT. ELEV. (CLUB UNITS ONLY) ff FRONTS tu OVEN BRACKET 0 5EVLED EDGE TAJO -S SHOWER CURTAIN ROD V-VARF. (U.O.N.) STONE 5ACKSPLASH RE•- A2.10.6 5 CFCI w LOWER WOOD STONE CABINET DRAWER F77-—.7- (D F_Ei w/ 4, BEVELED TOP 77 TAII IRON CADDY (1)AT ALL UTIL. RMS 51-W AF.F. (U.O.N.) GFGI COUNTERTOP (n V STAIN GRADE WD. J: W1 BEVELED a FRONTS (TYP) �fl EDGE 4 EXPOSED _q - DISHWASHER TRIM (MITERED E0. Q. Q. TA12 CLOTHESLINE CL ww SIDES LL .10 SHOWER EDGE 10. EE�� WINE CHILLER EXPOSED CORNERS WOOD SAFE (1)AT ALL MASTER CLOSETS 4'-0' A.F.F. TO TOP(U.O.N.) CFCI LLI CABINET DOOR BASE (L STAINED GRADE RE.- 546/A2.10.18 FRONTS LOWER WOOD WD TRIM W/ TA13 F-5-1 I COWERS Lu T4G WOOD PLANKS TA14 ' AST WlWa MITERED 24'GRA5 BAR(VERTICAL MOUNT) 4'-b' O.C. A.F.F.AF.F. (U.O.N.),6' O.C. cFcJ AT ALL SHOWERS 4 TUBS W1 14ORIZONTALLY FROM ENTRY FILL FILL FILL--,,, TYP. WOOD FILL SHOWERS WALL FILL-., F1 1'-5 1/2' ILL BASE FILL4 4" TYP. WOOD r-3 1/2 /---ABASE L . 1 11 - ' ----3 1/2- L_ 3'-1 1/2 �-2 -11 1 BASE I TAIE7 FIRE EXTINGUISHER(1)AT ALL UTIL. 41-0- A.F.F. (U.O.K) mi PROJECT KEYPLAN (VERIFY M (VERIFY MFR'S SINK CABINET --- 1'-0' VARIES (RE• ENLARGED PLAN) at-- FF E] RMS REMIR TO SECTION 10522 FOR '0 REQ'D CLEAR) REQ'D CLEAR) DOOR FRONTS I.-S 1& 21-01) DESCRIPTIONS .23 TAI(o 244' WALL FURR OUT AT POCKET DOORS Rrz.' (PER MFR'S (VERIFY M F'RS ADJACENT TO ELEC. OUTLET BOXES ON q/A2.10.1 I cv W REQ'D CLEAR) REQ'D CLEAR) 'NO ONE OR BOTH SIDES Ln UNIT 3 C h r� NOTES., Ln I. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR RJRNISHED CONTRACTOR INSTALLED ENLARGED 2. BATHROOM M AT UNITS 000q,0216 4 0218 TO BE FULLY COMPLIANT W/ANSI A111.1 TYPE A. AT ALL 00 C) OTHER UNIT BATHROOM M,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED. PLANS CD 3. REFERENCE A2.10.10 FOR ACCESS ISLE UNIT BATHROOM STANDARD DETAILS. KITCHEN KITCHEN KITCHEN KITCHEN It Colorado 4, REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEV,rTION INTERIOR ELEVATION— s"""' SGALE.- 1/2"=V-011 'N 1�4_ SC;ALr=.- 1/2"=V-011 1,AI_CJ14 SCALE.- 1/2"=V-0" _Cl Y4 SCALE.- 1/2"=1'-O' SCALE.- 1/2' = 1'-0' A 2 * C1 4 . 2 U N < 0 21-01 41-Ol 81-01 rn U 0) STONE TILE TRIM 2 WD. GROWN SHOWER WD. GROWN MOLDING HEAD WD. GROWN MOLDING MOLDING GYP, BOARD A PAINTED WD. CROWN GYP. BOARD 10/19/01 GYP. BOARD MOLDING FAINTED WALL MIRROR CEILING FURR RE.- INTERIOR DN. GYP. BOARD DESIGNER GYP. BOARD '4" EQ. EQ. L PAINTED Ea. EQ FAINTED STONE TUB PLATFORM TOP, TAI STONE WALL FRONT 4 CUB 5ACKSPASH TAq SHOWER 5ACKSPLASH RE.- TUB 2 A STONE TILE WALL PANELS DOOR SECTION DETAIL AT BACK SINK FAUCET SHOWER WALL OOP 5LKG. IN WOOD 5LKG. SHOWER STONE WALL UNDERtIOUNT A I I IN WALL 5ACKSPLASH WOOD 5LKG. IN —TU5 FAUCET 4 CONTROLS SINK WALL CONTROLS STONE WOOD 5LKC-s. IN WALL SHOWER DOOR Y-1 0 W1 TOWEL BAR 4 COUNTERTOP EF 5ACKSPLASH RE- ��V/Z/z 5ACKSPLASH TONE WALL Z� - V TUB SECTION \7 7 7 7\ m rl WOOD CA51NET POCKET 5ACKSPLASH GYP. BOARD FRONT W/ TOP DRAWER DOOR 0 STONE WALL FAINTED STONE TILE (10 TILE loe BASE SINK WOOD CABINET I TOILET FRONT WHIRLPOOL CUB 4/1 MV 2 Zmm5 AT SIDE WALL i T TUB PROFILE REMOVEA5LE STONE WOOD CABINET REMOVABLE EASE 21-01 ACCESS PANEL, POLISH u 0 ALL EXPOSED EDGES, 21- 10, —FILL STONE SILL L 2'- DRAWER FRONT ------------------a. CABINET (BELOW STONE TILE N u (.3 2'-0' 2'-0' SCONE TILE W1 STONE TILE PROVIDE 15"H X 20'W EQ. (1) LARGE COUNTER 4 SINK) BASE BELOW CLEAR OPENING FOR 1.4 DRAWERS) ---- .REMOVABLE CA5. BASE TYP. SECTION SHOWER ACCESS TO WHIRL-POOL FLOOR DRAIN STONE TILE PUMP CONTROLS (VERIFY BASE MFR'RS REQ'D CLEAR FIXED STONE AND LOCATION, OVERLAP PANEL AT TUB REMOVEA15LE PANEL APRON SUCH SUPPORT CLIPS ATTACH AT EITHER SIDE OF PLYWD. FACE FRAME MASTER 5ATH 02 MASTER BATH *12 MASTER 5ATH 02 MASTER BATH *2 INTERIOR ELEVATION r2 INTERIOR ELEVATION r3-- INTERIOR ELEVATION INTERIOR ELEVATION OWNER/DEVELOPER '\A�_C14 3 SCALE.- 1/2°-1'-0° \,A -�04 3 SCALE: 1/21=11-01 fl4_3 SCALE= 1/21=11-01 SCALE.- 1/21=11-ok VAIL RESORTS E3,4THROOM ACCESSORIES — TYR CLUB UNITS DEVELOPMENT I.D. COMPANY MAW CoPF SYMBOL DESCRIPTION MOUNTING HT. REMARK AVON,COLORADO TAI 5-o _T_ TOWEL RIW% 4'-3' A.F.F. (U,O.K) CFCI TA2 5-Q m ROBE HOOK 5'-6' A.F.F. (U.0,K) CFCI TA3 5-M j:::F TOILET PAPER HOLDER TYP. 2'-O' A.F.F. (U.O.N.)1'-1' CFCI DESIGN ARCHITECT A.F.F. TYP. AT 01 BATHF41S O.G. TA4 5-N 24' TOWEL BAR 42' AF.P. (U.O.N.) CFCI WD. CROWN SINK WD. GROWN WD. CROWN TA5 5-10 SHOWER DOOR TOWEL BAR 34' AF.P. (U.O.N.) CFCI 4240 MOLDING MOLDING MOLDING TA& NOT USED TAI 5-R CORNER BASKET - SOAP BASKET 5'-O' AF.F.6 SHOWERS Denver, Colorado WALL MIRROR GYP. BOARD 2'-4' A.F.F. MASTERTUIBS (U.O.N,) RE.- INTERIOR TA5 MIRROR(S)(O.C. ABOVE VANITY MOUNTING WiT. RE.- INT. DES, CFO DESIGNER FAINTED D SINK(S))(LOCATE BY RE.- INT. DES.I ARCHITECT OF RECORD TA9 5-w Wlf� ' 4'-VARF. (U.O.N.) GLOVER SMITH BODE,INC GYP. BOARD GYP. BOARD GYP. BOARD 4;, P6C, j � ��': � i I I ;J'111 CFCI OKLAHOMA CITY,OKLAHOMA PAINTED PAINTED (O.C. ABOVE VANITYAT SIDE WALL PAINTED m spt-...INT. ELEV. (CLUB ONLY) CIVIL ENGINEER SINK FAUCET TAIO 5-S SHOWER CURTAIN ROD 6'-8' A.F.F. (UO.K) CF-Cl ALPINE ENGINEERING,INC PEDESTAL WOOD 5LKG. IN STACKING TAII EU IRON CADDY (1)AT ALL UTIL. RMS 5'4VA.F.F. (U.O.N.) CFCI VAIL,COLORADO ='E ESTAL PEDESTAL WASHER 4 DRYER T SIDE ALL A� UN 1% I PEDESTAL V WALL BEYOND IN DRYER TA12 CLOTHESLINE V-VARF. (U.O.N.) WITHIN mi SINK SINK LANDSCAPE ARCHITECT iii O UTILITY CLOSE SHOWER _U S E GROUP L TA13 SAFE (1)AT ALL MASTER CLOSETS 4'-0' A.F.F. TO TOP (U.O.K) CFCI BURLINGTON,VERMONT L: P7 RE.- 54(oIA2.10.18✓WALL. WOOD 5LKG. IN 24' CRAB BAR(VERTICAL MOUNT) HAYNES WHALEY ASSOCIATES, OILET AT ALL SHOWERS 4 TUBS W1 HORIZONTALLY FROM ENTRY INC A SHOWERS WALL HOUSTON,TEXAS TILE BASE I STONE TILE WASHER TA15 FIRE EXTINGUISHER(1)AT ALL UTIL. 41-01 ARF. (U,O.K) CFCI MECHANICAL ELECTRICAL BASE t=A REFER TO SECTION IOE722 FOR PLUMBING ENGINEER DESCRIPTIONS ABS CONSULTANTS INC TAIro 24' WALL PURR OUT AT POCKET DOORS RE.- DENVER,COLORADO ADJACENT TO ELEC. OUTLET BOXES ON 9/A2.10.1 21-ON ONE OR BOTH SIDES INTERIOR DESIGN STONE TILE NOTES.- WILSON&ASSOCIATES STONE TILE BASE 1. ALL ACCESSORIES CFCI U N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED DALLAS,TX BASE 2. BATHROOM 01 AT UNITS 0009,0216 4 0218 TO BE FULLY COMPLIANT W1 ANSI A111.1 TYPE A. AT ALL LIFE SAFETY OTHER UNIT BATHROOM 1,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED. BCER ENGINEERING INC 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. ARVADA,COLORADO 4. REFERENCE A2.10.9 FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. GUEST BATH GUEST BATH GUEST BATH UTILITY ROOM SIM. O. H. PROJECT NUMBER. 2094100 INT. ELEV. (SIM. O- H- )_ rro INT. ELEV. (SIM. C. H. )— INT. ELEV. (SIM. O- H- )_ 8 INTERIOR ELEVATION ISSUE REVISION DATE �.2 1�4_3 11 1 1 1 �143 SCALE: 1/2"=V-0" SCALE: 1/2"=V-0 \4�fI43 SCALE,- 1/2"=V-0" ��_04 3 SCALE= 1/2 =1 -0 STONE TILE 1 2 3 TRIM 10 10 10 3 WD. CROWN SHOWER WD. CROWN MOLDING HEAD WD. GROWN MOLDING MOLDING GYP. BOARD WD. CROWN GYP. BOARD GYP_ BOARD 1%1 MOLDING FAINTr=r-) WALL MIRROR CEILING FURR I RE.- INTERIOR DN. r 11-01 TAI k 10 DESIGNER GYP. BOARD GYP. BOARD EQ- L EQ. 4. PAINTED EQ EQ STONE TUB PLATFORM TOP, TAI J. STONE WALL FRONT 4 TU5 5ACKSPASH —SHOWER T PAINTED TAq 5ACKSPLASH RE.- TUB 2 TA4 STONE TILE WALL PANELS DOOR AT BACK SINK FAUCET GJ) SECTION DETAIL 10 SHOWER WALL —TU5 FAUCET 4 WOOD 5LKG. IN STONE WOOD 5LKG. /SHOWER 15ACKSPLASH —WOOD 5LKG. IN CONTROLS WALL UNDERMOUNT IN WALL CONTROLS SINK WALL WOOD 5LKG. IN WALL WALL SHOWER DOOR jOr REV #7 10/19/07 5ACKSPLASH SCONE ALL Ilk 0 W/ TOWEL BAR �9 1 5ACKF FLASH RE.- 4 COUNTERTOP 'S 1/2 015 REV #6 08/10/07 01 ru5 SECTION A& 013 REV #4 04/12/07 TAIL STONE WOOD CABINET DE POCKET 5ACKSPLASH FRONT W1 TOP DRAWER O j GYP. BOARD DOOR STONE WALL PAINTED STONE TILE WOOD SINK CABINET TILE J TOILE FRONT ------ BASE TUB PROF ILE WOOD CABINET 11lm DRAWER FRONT (3 ------ —STONE SILL 21-08 EQ. (1) LARGE FIL4. 2'-9- 4./L-FILL WHIRLPOOL TU5 H. STONE TILE W1 STONE TILE EQ. EQ DRAWERS) AT SIDE WALL 5 4 SASE STONE TILE ---a, t__ 1 10 10 BASE BELOW EQ 'EQ. SHOWER A RMOVEA5LE STONE ACCESS FLOOR DRAIN STONE TILE =PANEL, POLISH ALL EXPOSED BASE EDGES, PROVIDE IVH X 20'W EAST WM FIXED STONE CLEAR OPENING FOR ACCESS TO PROJECT NORTH PANEL AT TUB WHIRLPOOL PUMP CONTROLS TRUE NORTH APRON (VERIFY MFR'RS REQ'D CLEAR AND PROJECT KEYPIAN LOCATION, OVERLAP REMOVEA5LE PANEL SUCH SUPPORT CLIPS ATTACH AT EITHER SIDE OF PLYWD- FACE FRAME A UNIT 3Ch Iq co MASTER 5ATH 01 MASTER 5ATH #1 MASTER 54TH 411 MASTER 5ATH 01 INTERIOR co L D BY -4 L CD ELEVATIONS INTERIOR ELEVATION 60� INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION SCALE.- 1/2"=1'-0" A2.CI43 SCALE: 1/2'=V r-0- SCALE: 1/2'=V-0' k4A2CI43 SCALE: 1/2 =1 o A2 * Cl 4 . 3 SAFEbuilt Colorado U rl rn 10/19/01 O )4 31-41 11'-10 1/2' 1 1/2 51-11 �4 J L 1'-11/2' � &0 2 �I U BRACE I Fri a Iq :� L u 0 E ff-9 u spp N c� c- - - _-° - ---- - - - - Z a 0 UTIL, P21 N EEE Q CLOS. MASTER 1 W 1—I 3Cj 101 5ATHROOM 11C10 11 FOYER T3 I 1 1�OOF 1 _ W TOILET HASTER 1 BALCONY TOILET \_Qj 5=DROOM (f2�1 3Cj 112 5 i I 3 T6 13 Kci METAL FLASHING 4e A& CAP F 0 — 4 OWNER/DEVELOPER cLos 0 > T1 CMS, r4 VAIL RESORTS ep T21 T10 PI3 P5B 2.115.O� 13C;j 102] ROOF Me" I I I I DEVELOPMENT 1 T6 T12 Fi3 COMPANY AVON,COLORADO ROOM T3 T25 3Cj 101 ■ % >M T-81/2 11 5 1'-4' 271 3 1/2' L10' 4 11 1/211 0 1/2' L 10 1/2' 1 1 1 1 1 in PEI 11 ? 1 & 1 ,11-1 1 DESIGN ARCHITECT q KITCHEN T3 I 5RACE 'I ze\PS CIS A11018 E-12 T1 0 4240 0 0 F #2 MASTER J 7e BATHROOM P551 *1 i4) (s I p Denver, Colorado Aw or I W. I — I - — — — — #2 RUN FLUE UP THRU ROOF ARCHITECT OF RECORD MASTER RE. 141A(o.1 (SIM.) FOR GLOVER SMITH BODE,INC MEGH' OKLAHOMA CITY,OKLAHOMA BEDROOM HEAD C15. q ROOF PENETRAT'N. 3 Cj 11:0] f)- WALL DINING j 114 DETAILS CIVIL ENGINEER IO/A2.10.1 ROOM 2.10.1 0 ALPINE ENGINEERING,INC [3cj 108 Itq 12i f� VAIL,COLORADO -111/2 T-41/2' I_f2 II_ 101-21 L 5 5 1/2' L LANDSCAPE ARCHITECT S E GROUP BURLINGTON,VERMONT STRUCTURAL ENGINEER j IL uu. HAYNES WHALEY ASSOCIATES, INC HOUSTON,TEXAS MECHANICAL ELECTRICAL ROOF I BALCONY LIVING PLUMBING ENGINEER ROOM \I Z�j \/N N N ABS CONSULTANTS INC DENVER,COLORADO INTERIOR DESIGN ROOF WILSON&ASSOCIATES DALLAS,TX P LIFE SAFETY BCER ENGINEERING INC ARVADA,COLORADO METAL FLASHING CAP PROJECT NUMBER 2094100 ISSUE REVISION DATE l 57 61 1 . 62) 66 67 69 70 71 REVISION -1 GENERAL NOTES.- 1. WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO FL 00IR FLAN 3C:j UNIT S20 OUTSIDE FACE OF STUD. SCALE.- 1/4"=V-011 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED Iq p DIMENSIONS TO NEAREST GRID (AT PLANS W/ STEEL GRIDS). PLAN NORTH 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). 017 REV #7 10/19/07 4. REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT PLAN(S). A(o 015 REV #6 08/10/07 5. BALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED 5 014 REV #5 05/04/07 ELSEWHERE IN DRAWINGS. A4 013 REV #4 04/12/07 GENERAL NOTES.- 1, TYPICAL ENTRY DETAILS 4 ELEVATIONS RE.- SWEET A2.10.15. 2. REFER TO SHEETS A6.1 AND A6.1.1 FOR TYPICAL FLUE DETAILS. 3. REFER TO A2,10.1 FOR ROOM FINISH 4 DOOR SCHEDULE AND ADDT'L GENERAL NOTES. 4, REFER TO ENLARGED FLOOR PLANS FOR ALUM. CLAD EXT. WINDOW 4 DOOR DESIGNATIONS EAST WW-5 PROJECr 5, ALL FIREPLACE FLUE PIPES ARE TO HAVE A)/4' RISE PEP, 1'-0' HORIZONTAL RUN. THIS Is NORM TO INSURE PROPER VENTING OF HOT GASES AS REQUIRED BY MANUFACTURER oR (o. PROVIDE 1/4' WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT r_ PROJECT KEYPLAN REFRIGERATORS. 1. E= - MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH MECHANICAL DOCUMENTS. REFER A6.23 FOR DETAILS. 8. REFER TO SHEETS A2.10.q 4 10 FOR UNIT REFERENCE STANDARDS. FED UNIT 3Cj 00 u� UNIT PLAN 00 F- Colorado CD SpFbut CD rNI rt A2 . C 15 . 1 U mold 0 21-01 41-Ol V-01 rn 0) 10/19/01 Z I--1 14 O � 0 F-: j Y Y � W a __j u A.F.F sPP *T I—On r7A A.F.F. 'qu A.1=.F. A.F.F. I EEE I + A.F.F. A.F.F. F_F 'F. ,. xj L O'T L ANI TU5 V 3'1 11 (X) t F FFF OWNER/DEVELOPER 0 z� 11�_ Z VAIL RESORTS INE E, DEVELOPMENT A 5 C-) 0 E 4. AVON,COLORADO -1 �'o I I I _V �� COMPANY AIR INTAKE + A.F.F. SOFFIT RE: _ 7F F_ L A.F.F. MECHANICAL DESIGN ARCHITECT 16 HOOD I TUB 0 _ _ 0 0 210.1 --1 - cr:l ' ho 2 0 A.F.F. 1 4 4 11 r " 0 ®-------- -----------I---0 0 (0 1,2 0 0 0 sTT 0 Denver, Colorado C 'n: I "EHE R < _" K ARCHITECT OF RECORD — E3AR FIREPLACE FLUE TO EXTEND OKLAHOMA CITY,OKLAHOMA UP TO ROOF CAP CIVIL ENGINEER A.F.F. IRE 141Aro.-1 ''' ,ter ( _ _ �� 1```�� 2� �_`�_ _ - - VIV-4 c ALPINE ENGINEERING,INC QDVAIL,COLORADO L -loo I +5 I LANDSCAPE ARCHITECT S E GROUP BURLINGTON,VERMONT STRUCTURAL ENGINEER•Fo-- 0— 1 INC HOUSTON,TEXAS 0 MECHANICAL ELECTRICAL PLUMBING ENGINEER ABS CONSULTANTS INC VARIES DENVER,COLORADO INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX LIFE SAFETY BCER ENGINEERING INC AIR INTAKE AIR INTAKE p ARVADA,COLORADO SOFFIT RE.- I SOFFIT RE.- MECHANICAL MECHANICAL PROJECT NUMBER. 2094100 LINE A50V 1 0-' ISSUE REVISION DATE 61 1 . 62 65 66 67 69 70 71 ;4- cn r "-'C ED BY FT-3 2 6 2008 REFLECTED CEILING FLOOR PLAN 3Cj UNIT E720 SAFE-buOt Colorado 00�N1, - d p 2.c15. SCALE.- 1/4'=l'-O' REVISION I GENERAL NOTES.- PLAN NORTH REFLECTED CEILING NOTES.- 017 � #7 10/19/07 1. WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO OUTSIDE FACE OF STUD, 1, RE.- 9/A2,10.5 FOR TYPICAL AT UPPER COFFER TRANSITIONS AND FOYER Ar, 015 REV #6 08/10/07 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED CEILING TRANSITIONS. 5 014 REV #5 05/04/07 DIMENSIONS TO NEAREST GRID (AT PLANS W1 STEEL GRIDS). 2. FOR RECESSED DRAPERY TRACK RE.- I/A2.10.5 FOR FURR DOWN TRANSITIONS A4 013 REV #4 04/12/07 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). ADJACENT TO EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER 4. REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT BEDROOMS, I/A2.10.5 16 SIMILAR AT ALL BEDROOMS 4 STUDIES WITH EXTERIOR PLAN(S), WINDOW WALLS, INDICATING POCKET. r:,. IBALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED 3. RE.- 3 4 3A/A2,10.5 FOR CEILING TRANSITION TO 8' CEILING AT KITCHENS. EXCEPT ELSEWHERE IN DRAWINGS. NOT AT CLUB UNIT KITCHENS. 4. RE.- 3A/A2,10,5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS. 5, SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED " PEP, FOOT IN WHOLE 2 OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE HEIGHT VARIES. OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM EAST WIWa GENERATORS ARE TO HAVE LEVEL CEILINGS. PfzojE cr riox(o. EXPOSED TO STRUCTURE AT MECHANICAL CLOSETS, PROJECT KEYPIAN 1. PENDANT LIGHT FIXTURES ABOVE KITCHEN BAR TO BE 2'-6' ABOVE BAR COUNTERTOP U.O.N.. PENDANTS TO BE HORIZONTALLY EQUALLY SPACED OVER 2 BAR WITH FIXTURES ADJACENT TO CABINETS, TO CLEAR CABINET DOOR SWINGS, 2� -"PRE-MARK 4 VERIFY ALL LOCATIONS W/ INTERIOR DESIGNER RE.- INTERIOR C) ELEVATIONS. UNIT 3C 8. ADDITIONAL GENERAL NOTES AND LEGEND REFER SHEET A2.0.1. c"I REFLECTED I I-011, co A-9. IN COFFERED CEILING AREAS, THE CEILING HEIGHTS ARE INDICATED As 10 CD CEILING PLAN C) THIS NOTE IS TO ADVISE THAT THE INTENT OF THIS HEIGHT INDICATION IS TO INSTALL THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. 10. REFER SHEET A2.0.1 FOR UNIT LIGHTING LEGEND. 11. AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS POSSIBLE W1 SMOKE [DETECTORS ADJACENT. SCALE- 1/4' z 1'-0' A 2 * C1 5 e2 u m p PMR PER fIq 12, ALL UPPER KITCHEN CABINETS TO HAVE UNDER CABINET LIGHT M. 2'f7 41-01 81.01 < rl Qi u rn Lc) cn 644 ro'-2 1/2' 3'-10 1/2' 1'-8 1/2' FLOOR 9' 10' 21-0 Ea. Ea. 'Ll SLOPES P5 I EQ. EQ. EQ. I 1� 3'-1 1/2' EQ. P5A TO DRAIN L j J. J. TAI REFRIG=FZAT:;)R IL to CA C-0 Z.- Ty cn EXHAUST q VANITY TAI ---------------------- S'-81/2' ICROWAVE Coto 4TERTO 6- HOOD 31-10 1/2' tu w L V-4' TOP EDGE E 4 OVEN 0 L WORKSURf ACE )4 COUNTERTOP 2.C15. 2.C15. A6 LL V�' MTL. STUD O.H. 0 KITCHEN ro &J", .11 0 -1 DISH_ SINK C15 2.CI5. F/V io WASHER WINE CHILLER I 1____L _j [--I L 2.05. OILET TAI 0 12 10 �4 n A-f 9-cir.- 2.CI5. 0 7 q SINK TUB x\ S�TT I-ION/ MOVAeL ASE TAI Tk CABINET (BEL U 0 2.10. cli P13 - Aro 1.4 w &--t= 1 0 . T L-----0 0 COUNTER 4 SINK) X L REMOVABLE CAB. RE 4 VANITY Tm u SECTION N E_ 0 COUNTERTOP TA2 0 1 Ln J. r-1 __—DRY mom, �4 TUB VANITY s� 3 %' MTL. STUD--4/ l/2'-- EQ. [2J 1/2' 4 1/2' (0 to ELEVATION L 2 1/2' a' A It's- TAI 2 (D ro P5 O w BAR COUNTER- BRACKET SCREW O x TOP EDGE OF TYP. I J' STEEL V STT TOP ATTACHED TO PIPE 4 HATCHED AREA - FLOOR AT BOTH FLOOR r r r 1 of'55 UNDER 5TONF- Tuff, SIDES SLOPES 21-0* L STEEL PLATE WELD OF PIPE TO DRAIN 4'-1 1/2' "\]'-0 1/2' ATTACHED TO 11-61 r , SQUARE PIPE TYP. 2' SO. 31-611 4. V-10 1/2' 5'-a 1/21 METAL PIPE 111-51 f 1. 7 OWNER/DEVELOPER ENLAfiGED FLOOR PLAN ENLARGE .. FLOOR PLAN ENLAI��.>GED F COR PLAN VAIL RESORTS KITCHEN UNIT 3(::j 01 MASTER 5ATH UNIT 3(:;j ENLARGED FLOOR PLAN POWDER ROOM 5ATH - UNIT 3Gj DEVELOPMENT r2 02 MASTER �� - UNIT 3Cj COMPANY �153 SCALE.- 1/2"=1'-O' \I6I�15_3 SCALE.- 1/2"=V-0" SCALE.- 1/211=11-011 AVON,COLORADO C�15.3 SCALE.- 1/2'=1'-O' 4 1 STONE 5ACKSPLASH 3 2 1 4 3 Sim. DESIGN ARCHITECT R) L 21-qm 10 FILL 10 10 10 10 EQ a UPPER WOOD FILL 6- 1 EQ. E '-�Y' 3'-1 1/2 2 FILL FILL CABINET DOORS 4240 W/ WD, CROWN 31-21 MOLDING Denver, Colorado _ CABINET FIXED F r FRONTS PENDANT LIGHT EXHAUST WOOD OPEN TO BUILT-IN ARCHITECT OF RECORD _7 GLOVER SMITH BODE,INC 10, BEYOND MICROWAVE W1 STONE 5ACKSPLASH UPPER CABINET BUILT-IN TRIM KIT W1 GLASS DOORS 4 PENDANT LIGHT OKLAHOMA CITY,OKLAHOMA STONE COUNTERTOF 4 TILE 5ACKSPLASH UNDER CABINET BAR TOPI W1 LIGHTING BEVELED EDGE EQ. EQ CIVIL ENGINEER I ALPINE ENGINEERING,INC STONE COUNTERTOP 4 LL . � H I L EQ. EQ. L VAIL,COLORADO BAR TOP W1 EQ. E tL .' Q L-- E, 1/4' BEVELED EDGE FILL STONE WOOL) LANDSCAPE ARCHITECT LOWER WOOD COUNTERTOP 4 COOK TOP 21-0* CABINET DRAWER BAR TOP W1 SUPPORT S E GROUP C15. 'A BURLINGTON,VERMONT . ...... . (VERIFY MFR'S OVEN REQ'D CLEAR) FRONTS 5EVLE0 EDGE- RE.- A2.10. LOWER WOOD STONE 5ACKSPLASH STRUCTURAL ENGINEER W/ STAIN GRADE WE). 0' EQ. STAC4ING CABINET W1 DRAWERS 4' BEVELED TOP w D ISHW EQ. EC HAYNES WHALEY ASSOCIATES, EDGE 4 EXPOSED ASHER TRIM (MITERE L FRONTS (TYP Ef WASHER 4 V Lu o EXPOSED CORNERS) INC RYE SIDES "o HOUSTON,TEXAS WINE CHILLER 4 o CABINET FOR WD TRIM W1 W: IL LOWER WOOD -, (y a C, Lu STAINED GRADE MECHANICAL ELECTRICAL SHEET PAN CORNERS \-Im T4r_% woorS PLANKS—_,- , PLUMBING ENGINEER (V STORAGE MITERED ABS CONSULTANTS INC FILL ILL REFRIGERATOR TYP. WOOD DENVER,COLORADO PI L 1'-5 1 1/2' FILL_1\ L---,[ 1'-5 1/2' 21-Ol FILL FILL-,,,, FILL ILL TYP. WOOD 3 1/2'4 3 1/2'1 INTERIOR DESIGN 11 BASE 41 BASE WILSON&ASSOCIATES r r �-21-14 FILL �-'-O 1/2, SINK CABINET -1'-0' VARIES (RE.- ENLARGE DALLAS,TX (VERIFY MFR'S I 1/2'(VERIFY MFR'S 10 (VERIFY MRF'RS REQ'D CLEAR) REQ'D CLEAR) IM. DOOR FRONTS REQ'D CLEAR) LIFE SAFETY (PER MFR'S BCER ENGINEERING INC LOWER WOOD REQ'D CLEAR) ARVADA,COLORADO CABINET W1 TOP DRAWER TYP. PROJECT NUMBER- 2094100 STONE COUNTERTOP W1 BEVELED EDGE ISSUE REVISION DATE ENLAfiGED FLOOR PLAN UTILITY ROOM UNIT 3C:j KITCHEN ELEVATION- KITCHEN ELEVATION KITCHEN E LEVATION- SCALE.- 1/211=11-011 SCALE.- 1/2"=V-0" SCALE.- 1/2"=1'—O" SCALE.- 1/2"=1'-O" STONE TILE 2 TRIM WD. CROWN SHOWER WD. CROWN MOLDING HEAD WD. CROWN MOLDING MOLDING GYP. BOARD FF wr.>. CROWN GYP. BOARD FAINTED GYP. BOARD 1.1. MOLDING PAINTEp WALL MIRROR CEILING FURR I I RE.- INTERIOR 11-011 DN. TAI DESIGNER GYP. BOARD EQ. L EQ. GYP. BOARD IN I.- PAINTED EQ. EQ Al' 017 REV #7 10/19/07 FAINTED STONE TUB PLATFORM TOP, TAI A SHOWER STONE WALL FRONT 4 TUB 5ACKSPASH 015 REV #6 08/10/07 DOOR 5ACKSPLASH TUB //-- ---STONE TILE WALL PANELS SINK FAUCET TA9 SECTION DETAIL AT BACK (0 013 REV #4 04/12/07 WOOD 5LKG. STONE SHOWER WALL TUB FAUCET 4 WOOD 5LKG. IN 4 / SHOWER 15ACKSPLASH -A— CONTROLS WALL III UNDERVIOUNT IN WALL CONTROLS WOOD 5LKG. IN SINK WOOD 5LKG. IN WALL STONE I - BACKSPLASH MX7 TONE WALL WALL SHOWER DOOR - ..................; W/ TOWEL BAR 4 COUNTERTOP h 5ACKSPLASH RE- _Z� M-1 r I TUB SECTION _\VURM\\�_ k DETAIL WOOD CABINET STONE (L REVIEWED BY POCKET 5ACKSPLASH— >- FRONT W1 TOP DRAWER 13 GYP. BOARD DOOR ' STONE WALL PAINTED ,' cli Ile TOILET —STONE TILE WOOD SINK CABINET TIL 7 FEB 2 6 2008 F FRONT I ' J, (0 BASE 7 (T------ N' I TUB PROFILE— EAST WING A WOOD CABINET !k - I z A pRoj= NORTH DRAWER FRONT (3 ----- - \_ STONE TILE —STONE SILL SAFEbuilt Colorado------ EQ. (1) LAI;Zr-:srz FILL----4. V-3' ILL WHIRLPOOL TUB 0A W/ STONE TILE DRAWERS) AT SIDE WALL 5 4 BASE \'__STONE TILE EQ EQ. PROJECT KEYPIAN 10 10 BASE BELOW SHOWER E -,EQ. (It FLOOR DRAIN STONE TILE REMOVEA5LE STONE ACCESS PANEL, POLISH ALL EXPOSED BASE EDGES, PROVDE 15'H X 20'14 FIXED STONE CLEAR OPENING FOR ACCESS TO A4 Ln PANEL AT TUB WHIRLPOOL PUMP CONTROLS UNIT 3C ' APRON (VERIFY MFR'RS REQV CLEAR AND C14 LOCATION, OVERLAP REMOVEA5LE ENLARGE co PANEL SUCH SUPPORT CLIPS CD PLANS CD AT AT EITHER SIDE OF PLYWD, r1i FACE FRAME MASTER 5ATH *2 MASTER 5A�TH 02 MASTER 5ATH *12 M�IAS T ER 5ATH *12 GENEIRZAL SHEET NOTE: IRMR TO SI-EET A2.01.4 FOR 5ATHPOOM cn ELEVATION SECTION/ELEVATION ELEVATION E LEVATION ACCESSORIES LEC%W SCALE.- i/2"=1'-O' SCALE.- Itn2' V-0' A 2 * C1 5 * 3 U) SCALE,- 1/2"=1'-O' SCALE.- 1/2"=1'-O" SCALE.- 1/2"=1'-O" \�! 1�5_3 U -ET 0'14, L RANG STUD 0. �<H 0.14. 1OVA5L AS _(TA P� TA3 n < 7� 0 21-01 41-ol cn U rn _J 'So I M1 . SINK WD. CROWN WD. GROWN WD. CROWN MOLDING MOLDING MOLDING WALL MIRROR O RE.- INTERIOR DESIGNER GYP. BOARD 21-Ol PAINTED GYP, 50ARD GYP. BOARD GYP. 50ARD - FAINTED FAINTED FAINTED INK FAUCET Z M"� PEDESTAL PEDESTAL WOOD 5LKG. IN iii SINK SINK WA A 1'-6' DEEP SHELF A STACKING W1 COAT ROD WASHER 4 DRYER LL BELOW DRYER BEYOND IN WOOD 5LKG. IN BRUSHED UTILITY CLOSET P� -e� 0 TOILE 4e� T2 WOOD Li O 0 0 1 14 JL_ STONE TILE u 0 TILE BASE SASE u WASHER 04 d 2'-0' W � a STONE TILE STONE TILE SASE 5ASE ICI POWIDER ROOM POWDER ROOM POWDER ROOM INTERIOR ELEVATION ELEVATION 2 ELEVATION 3 ELEVATION UTILITY ROOM 2.c15. SCALE: 1/2"=1'-0" 2.c15. SCALE: 1/21=11-01 2.c15. SCALE: 1/2"=1'-0" 2.c15. SCALE,- 1/2"=1'-0" OWNER/DEVELOPER STONE TILE VAIL RESORTS TRIM DEVELOPMENT COMPANY W0. CROWN SHOWER Wr->. WD. CROWN AVON,COLORADO MOLDING HEAD MOLDING CROWN MOLDING GYP. BOARD PAINTED WD. CROWN GYP. BOARD GYP. BOARD I MOLDING PAINTED DESIGN ARCHITECT WALL MIRROR CEILING FURR I RE.• INTERIOR DN. TAI DESIGNER GYP. 50ARD EQ EQ. GYP. BOARD L FAINTED EQ. EQ. TAl FAINTED FRONT 4 STONE TU5 TU5 5ACKSPASH PLATFORM TOP, 4240 AIA STONEWALL 7x SHOWER T TAq 1-1 5ACKSPL ASH RE.- TU5 04 2---\ TA4 STONE TILE WALL PANELS 4 DOOR SECTION DETAIL AT SACK Denver, Colorado SINK FAUCET STONE SHOWER WALL —TU5 FAUCET 4 WOOD 5LKG. IN WOOD 5LKG. —SHOWER 1 -- CONTROLS WALL 5ACKSPLASH 0 UNDERMOUNT IN WALL CONTROLS WOOD 5LKG. IN III SINK WALL 111 ARCHITECT OF RECORD mill WOOD 5LKG. IN— STONE A�s__'- -I - . WALL SHOWER DOOR GLOVER SMITH BODE,INC 5ACKSPLASH TONE WALL 'c,\ W/ OKLAHOMA CITY,OKLAHOMA TU5 4FAUCET 4 CONTROLS 4 COUNTERTOP 1/2' AI TOWEL BAR 5ACKSPLASH El L=—M01 TU5 SECTION a) CIVIL ENGINEER ALPINE ENGINEERING,INC DETAIL WOOD CABINET POCKET OL RACKS GYP. BOARD DOOR VAIL,COLORADO FRONT W/ TOP DRAWER STONE WALL PAINTED STONE TILE LANDSCAPE ARCHITECT WOOD SINK CABINET TILE TOILET FRONT -------- BASE S E GROUP WOOD CABINET TU5 PROFILE BURLINGTON,VERMONT L 9 Li DRAWER FRONT (3 _t STONE SILL 21-01 STRUCTURAL ENGINEER DRAWERS) ro 4 STONE TILE /EQ. I SCONE TILE W/ SCONE TILE 61-91 AT SIDE WALL 10 EASE 5"4SE BELOW INC ---a ;I EQ /-,EQ. EQ. (1) LARGE FILL 2'-q 21-rop .4--f ILL WHIRLPOOL TU5 SHOWER REMOVEA5LE STONE ACCESS HOUSTON,TEXAS FLOOR DRAIN STONE TILE PANEL, POLISH ALL EXPOSED 5ASE EDGES, PROVDE 15'H X 20'W MECHANICAL ELECTRICAL FIXED STONE CLEAR OPENING FOR ACCESS TO PLUMBING ENGINEER PANEL AT TU5 WHIRLPOOL PUMP CONTROLS ABS CONSULTANTS INC APRON (VERIFY MFR'RS REQ'D CLEAR AND DENVER,COLORADO LOCATION, OVERLAP REMOVEA5LE INTERIOR DESIGN PANEL SUCH SUPPORT CLIPS WILSON&ASSOCIATES ATTACH AT EITHER SIDE OF PLYWD. DALLAS,TX FACE FRAME LIFE SAFETY MASTER BATH #1 O. H. MASTER BATH 01 O. H. MASTER BATH #1 O. H. MASTER BATH #1 O. H. BCER ENGINEERING INC ELEVATION SECTION/ELEVATION— ELEVATION S ELEVATION ARVADA,COLOR-ADO SCALE.- 1/2"=1'-0" �_C15_4 SCALE.- 1/2'=1'-O' SCALE,- 1/2'=I'-O' I I 'LC�154 SCALE.- 1/2 =1 -0 I PROJECT NUMBER- 2094100 ISSUE REVISION DATE GYP. 50ARD PAINTED STONE COUNTERTOP AND SPLASH W/ BEVELED OPEN TO EDGE BEYOND 017 REV #7 10/19/07 .......................... ..................... A(o 015 REV #6 08/10/07 M�1=220 J, 014 REV #5 05/04/07 TYP. ¢ 013 REV #4 04/12/07 SCHED. WOOD 5ASE CA REVIEWED BY EAST WING FEBPRC NORJE= INTERIOR ELEVATION H MME OR PROJECT KEYPLAN Colorado UT I L I TY ROOM SCALE: 1/2"=1'-0" A4 UNIT 3C CD C) INTERIOR -4 00 C) ELEVATIONS C> SCALE,- 1/2' V-0' A 2 . C 1 Ln < rl 0 21-01 41-01 U 48 50 51 57 61 S 42 I- ll 10 14'-(o 1/2" 11'-2 4 I" 1/2 9 1/2' BRACE E-1 10/19/01 0 0 += — — — — — -- OXX u— —7— � I� 0 0 0 P621 Z\ CLOS, LU< 13Ck1I0j MASTr=1;R =1 ---------. ........ METAL I BATHROOM 1 04 1 p T12 I FLASHING z j3CkII1 j c� 0 T3 C) CAP I HALL 4's Li Q GUEST I MASTER I i BATHROOM TOILET BEDROOM 3Ck119 ' i 1 C1 2) z 2 u U-1 .06 0 > 0� 04 04 > 01 BEDROOM /I-�4 'HALL' MECH l--i W -6 1/2" 0 3Ck1221 T-1 V-5 1/21 FL It 5" 4- 13'-1 1/21 T2 'k . 3, -91/211 'L-"j'4 3 0 4 - _ W I°'� A 4 A N CLOS, A. t 3Ck114 P2 O HALL C� Lu< T12 > HECH 7�7 6 01 OWNER/DEVELOPER VAIL RESORTS - - - - - - - - - - - - - - - f u I DEVELOPMENT r- cf, 0 or� I — I % COMPANY J, r AVON,COLORADO TI FOYER 0 21-1 DESIGN ARCHITECT . 2 1-51 k4 1 3'-6' '-11/2' TOILET c� 5 HALL 1' 240 2.06. c 16. L--j L--Jl F1 Denver, Colorado :D N POWDER t> I ARCHITECT OF RECORD ROOM GLOVER SMITH BODE,INC 13CkI091 OKLAHOMA CITY,OKLAHOMA 0 CIVIL ENGINEER I � — — — — — — — ; 1 ALPINE ENGINEERING,INC T3 I 0 VAIL,COLORADO LANDSCAPE ARCHITECT % 2'-21/2' 21-81 S E GROUP I \\\\ I [jK..ITCHr=N BURLINGTON,VERMONT 17 STRUCTURAL ENGINEER 0 0 HAYNES WHALEY ASSOCIATES, '}j I \ 1 I J D O I /\ 1 , — — — — — — — — — — — — — 8 " P2Z INC HOUSTON,TEXAS O *2 P5 A2 C10.18 MECHANICAL ELECTRICAL �1 D21 r). MASTER F13 Lu-q PLUMBING ENGINEER 0, ABS CONSULTANTS INC <0 BATHROOM DENVER,COLORADO Gib. -3CkIO3 INTERIOR DESIGN 40 oil WILSON&ASSOCIATES L 51-01 L2 - -&. DALLAS, rX ' 141/2'L 3'-11111 5'-] 1/2 13'-a 1/2 C DINING *2 LIFE SAFETY A(o MASTER BCER ENGINEERING INC N % ROOM ARVADA,COLORADO PROJECT NUMBER. -2094100 ISSUE REVISION DATE C14 LIVING N ROOF ROOM BALCONY ROOF 4's 13Ck1OIJ 0 YC( BALCONY HANDRAIL 6. LINE OF BALCONY METAL LAB EDG FLASHING CAP #52q 017 REV #7 10/19/07 (0 015 REV #6 08/10/07 41 1'-0 1/2' q'-10'-10 1/2' b, 1'-2 1/2' 5'-I 1/2' OIL- 10'-2/V2' TO GRID 62 50 51 57 61 REVIEVvIED By -1 1- FE3 2 8 mo EAST W1WG� TRUE PROJECT.GENEIRAL NOTES.- 110RI") I. TYPICAL ENTRY DETAILS 4 ELEVATIONS RE.- SHEET A2.10.15. FLOOR FLAN 3Ck REVISION I GENERAL NOTES.- SAFEbuilt Colorado N PROJECT KEYPIAN 2. REFER TO SHEETS A6.1 AND A6.1.1 FOR TYPICAL FLUE DETAILS. UNIT 4* 529 I. WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO 3. REFER TO A2.10.1 FOR ROOM FINISH 4 DOOR SCHEDULE AND ADDT'L GENERAL NOTES. OUTSIDE FACE OF STUD. 4. REFER TO ENLARGED FLOOR PLANS FOR ALUM. CLAD EXT. WINDOW 4 DOOR DESIGNATIONS SCALE.- 1/4"=I--O" 2, OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED 5. ALL FIREPLACE FLUE PIPES ARE TO HAVE A Y4' RISE PER 1'-0' HORIZONTAL RUN. THIS 15 DIMENSIONS TO NEAREST GRID (AT PLANS W1 STEEL GRIDS), PLAN NORTH UNIT 3Ck C> TO INSURE PROPER VENTING OF HOT GASES AS REQUIRED BY MANUFACTURER 3. HIGHLIGHTED TIE-DOWN GRIDS IN fmLAN(S). -4 UNIT PLAN co (o. PROVIDE 1/4' WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT 4. REVISED MISC:r=LLANEAOUS DIMENSIONS THROUGHOUT CD CD cli REFRIGERATORS. PLAN(S), ;4z. 1, E= MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH 5. BALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED MECHANICAL DOCUMENTS. REFER A6.23 FOR DETAILS. ELSEWHERE IN DRAWINGS. cn 3: 8. REFER TO SHEETS A2.10.9 4 10 FOR UNIT REFERENCE STANDARDS. r-1 '�Dol( I I A2 * C 16 * 1 u r*4 SCALE. 1/4' - 1'-0' O< mm I 2'7' 4'.0- 8f-01 u rn 1 ww w `I 10/19/07 XX — — I— — — — — 1 — - — — — ------------------------------ o-OH Ld _(t 0 1 1 I I 0 0 A.F.F. VAN I Tel' 1. I +8'-r°" Z ��4 A.F.F. - : - 0 -O" A.F.F. 2 TUB �I _LINE ABOVE I I wl ,.�,.I_ (,rl --- --- ------------- - --�� W O - ----- - - - - �=` - V O \+Q1_O O V - - - ; -- -- — -- -- A. 0 o Lk W � � +8'-(o° +SI-(o° .F A.F.F. { A. .F. O , — — — — — - - - - - - - - - - I �l D tr m LL1 I+1 C ° V AIR INTAKE '� SOFFIT I -M RE: MECHANICAL Sri D f -4 OWNER/DEVELOPER LINE ABOVE - -- aC��'1` '�: 8° i , I VAIL RESORTS 1 0 DEVELOPMENT COMPANY AVON,COLORADO .101 t-,0 DESIGN ARCHITECT +S -O R ' 2.1011 1 4240 A.F.F. I r +9'-O" 0 O Denver, Colorado fo V l f f + I ARCHITECT OF RECORD m -- GLOVER SMITH BODE,INC . 1 HATCHED AREA -I- 1•P. OKLAHOMA CITY,OKLAHOMA AIR INTAKE e SOFFIT ' f +8'-0",,, DESIGNATION OF R-11 i� � CIVIL ENGINEER RE: MECHANICAL A.F.= UNFACED GATT INSUL. I ALPINE ENGINEERING,INC - I TUB - - A OVE CE I ING ASSEMBLI' VAIL,COLORADO - +1 1_8 N ® ` LANDSCAPE ARCHITECT s M, 2 _ "2 a A.F.F. VANITY S E GROUP >> BURLINGTON,VERMONT .4 O 4r A.F.F. -® - --0- -- \ � C� STRUCTURAL ENGINEER 1 _OI I 001D 1 O O HAYNES WHAA E ASSOCIATES, O l 2'-6" 2'-(o'1 - HOUSTON,TEXAS "" �1'_ !�- I MECHANICAL ELECTRICAL PLUMBING ENGINEER ABS ONSULTAN S INC DENVER,COLORADO FIREPLACE FLUE TO EXTEND \ �` +VARIES INTERIOR DESIGN UP TO ROOF GAP \ +VARIES A.F.F. +8' i 2 WILSON&ASSOCIATES RE: l4/A6.-i(SIM) A.F.F. +81-0' �._ A.F: ,f ,� \ DALLAS,TX A.F.F. +8,_6„ 5 - _ LIFE SAFETY'qU A.F.F. ' f BCER ENGINEERING INC A.F.F. ARVADA,COLORADO ^_ \ �'~ , t✓ I +VARIES - VISION 1 N NO S: PROJECT NUMBER. 20941 00 A.F.F. _ _ _ _ _ _ RE CAE ERAL TE 2'-O"i2 '-O" O— 1. WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO OUTS f DE FACE OF STUD. ISSUE REVISION DATE 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED DIMENSIONS TO NEAREST GRID (AT PLANS W/ STEEL GRIDS). I 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). +VARIES O 4, REVISED MSCELLANEAOUS DIMENSIONS THROUGHOUT A.F.F. � \ I PLANTS). 5. BALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED \ ELSEWHERE IN DRAWINGS. L INE ABOVE I \ L INE ABOVE I REFLECTED CE IL ING NOTES: 1. RE: 9/A2.10.5 FOR TYPICAL AT UPPER COFFER TRANSITIONS AND FOYER I CEILING TRANSITIONS. , 017 REV #7 10/19/07 1 2. FOR RECESSED DRAPERY TRACK RE. I/A2.10.5 FOR FURR DOWN TRANSITIONS o1s REV # os/10/o7 ADJACENT TO EXTERIOR WINDOW WALLS At LIVING ROOM, DINING ROOM 4 MASTER 6 BEDROOMS. 1/A2.10.5 IS SIMILAR AT ALL BEDROOMS 4 STUDIES WITH EXTERIOR 4 013 REV #4 04/12/07 WINDOW WALLS, INDICATING POCKET. — I 1 3. RE. 3 4 3A/A2.10.5 FOR CEILING TRANSITION TO 8' CEILING AT KITCHENS. EXCEPT NOT AT CLUB UNIT KITCHENS. 4. RE. 3A/A2.10.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS. 50 5. SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED Z' PER FOOT IN WHOLE 48 57 61 OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE 51 HEIGHT VARIES. OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM GENERATORS ARE t0 HAVE LEVEL CEILINGS. �I 6. EXPOSED TO STRUCTURE AT MECHANICAL CLOSETS. EAST WwG T E I L , 1 PROJECT -I 1. PENDANT LIGHT FIXTURES ABOVE KITCHEN BAR t0 BE 2'-6' ABOVE BAR NORTH R7H COUNTERTOP U.O.N.. PENDANTS t0 BE HORIZONTALLY EQUALLY SPACED OVER PROJECT KEYPLAN 1 ��OOR ��N 3(:;k, U NIT S2d BAR WITH FIXTURES ADJACENT TO CABINETS, TO CLEAR CABINET DOOR SWINGS. G16 SCALE: 1/4"=1'-O' PRE-MARK 4 VERIFY ALL LOCATIONS W/ INTERIOR DESIGNER. RE. INTERIOR ELEVATIONS. 6 PLAN NORTH 8. ADDITIONAL GENERAL NOTES AND LEGEND REFER SWEET A2.0.1. CD 6 9. IN COFFERED CEILING AREAS, THE CEILING HEIGHTS ARE INDICATED AS 1 O'-O'. UNIT 3 C k CD THIS NOTE IS TO ADVISE TWAT THE INTENT OF THIS WEIGHT INDICATION IS TO INSTALL REFLECTED D REUSE TED BY 0 THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. CEILING P LAN 10. REFER SHEET A2.0.1 FOR UNIT LIGHTING LEGEND. FEg 2 6 2008 11. AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS 3 POSSIBLE W/ SMOKE DETECTORS ADJACENT. N � SAFEbuilt Colorado 12. ALL UPPER KITCHEN CABINETS TO HAVE UNDER CABINET LIGHTING. A2 * C1 6 * 2 U SCALE. 1/4' = 1'-0' N Q , 0 2•_0. 4•-o' 8•_0. Qi U v' rn 3; EQ. 3'-1 1/2" EQ. q" 2 -011 '-O T TO DRAIN E Q. E Q. FLOOR », 10/lq/07 it -o 1/2 P5B SLOPES 5'—S" 5'-10 1/2" 1 0.. ......... ........ ... ....�.■.■. ... noun P5 EQ. EQ. -I P5Ar------ -------------- P5 I _ V4 - -- �—r�� -t-� I O _ w rte_ - j TA3 0 o P13 1 EQ. EQ. O O C� _ ; TAI i � P5A Zj FBI _� TAI VANITY tAq �' i _ N o N COUNTERTOP ' QL-------------------- 1 CL IY EXHAUST I tA1 TOILET I � �W VANITY � r I, (o = COUNTERTOP—___ - e1 FLOOR �1 P21 -' HOOD TA2 MICROWAVE - - - I RANGE-4 OVEN - ' 5 i I I 1'—1 O" SLOPES 2 3 WORKSDU c!J 2.CI6. I t0 DRAIN = r 0.H. C16. C16. ' COUNTERTOP 6 8 I r `4 I m (n f( r 1 SINK COUNTERTOP O.H nl _ 2.CI6. 2.016 i _ - - i P13 = TA1 ( O 1.4 2CIb WINE CHILLER DIS}{- -� i 2.CI6. -� tA� I TA4 2.Ci6. P5 q TA3 L— _ O -� = 3'—O i/2 n� WASHER - TUS I - - B 12 Clb. to V V A) N i P5 I 2.CI6 2.C16. � ^ 5 Clb. Clb. a P21 \, I I I = I = _ Ili iII II i �\X�' iII O 10 �� N „ I _ CI6. TAI '7 O H I iII I III i i H 2.70. TA2 — — � A I �= =7 = J I,'' `.�, I N 'i �4 i El`10V,48LE C,48 VANITY r TA4 I P5 c�1 MCI N ---- J __ _ __ _ _ ___________ ___ ____ __ ___�`� (� I ECTION COUNTERTOP (n O ,� - E -- ----- ---- -- ------------------- - --- -- ---1 W TUg I - tA9 (9-\ P5 G [� _ \ `-� L P13 � il; TAI - � O - - - � U4' MTL. STUD c{1 tA3 cal �4 —, i rte—, E Q. E Q. 1/2" EQ. 2'— 1/2" EQ. 1/2" P5 _' — �, P5 TYP. I J' STEEL 'I- - _ 3'-5" 2 1/2" �'-10" 2 1/2" BRACKET SCREW O 21-211 CL1� �'_3" ATTACHED TO PIPE REMOVABLE SASE FLOOR AT BOTH CABINET (BELOW TYP. 2' S0_ SIDES PE FLOOR 3,- „ P5 51-1011 1'-11" COUNTER 4 SINK) ® I I OWNER/DEVELOPER METAL PIPE Clb. 3 V MTL. STUD TO DREAIN 11,_2 n 21 ' �� I VAIL RESORTS TOP EDGE OF P E Q. 3 -�0 1/2 E Q. BAR COUNTER- 3'-11 DEVELOPMENT TOP COMPANY HATCHED AREA - UNDER STONE TOP, AVON,COLORADO STEEL PLATE WELD ATTACHED TO SQUARE PIPE DESIGN ARCHITECT 4240 ENLARGED FLOOR FLAN ENLARGED FLOOR FLAN ENLARGED FLOOR FLAN ENLARGED FLOOR FLAN Denver, Colorado 1 KITCHEN 2 MASTER 5A I HROOM 01 a, MASTER 5A 1 HROOM # 01 15A I HROOM ARCHITECT OF RECORD 2.CI6. SCALE.- 1/2"=1'-O" 2.C16. SC�4LE: 1/2"=1'-O' 2.CI6. SCALE: 1/2"=1'-0" �110 SCALE.- 1/2" = 1'-O" GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA CIVIL ENGINEER ALPINE ENGINEERING,INC VAIL,COLORADO LANDSCAPE ARCHITECT S E GROUP BURLINGTON,VERMONT STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, 101-3 1/2 " INC HOUSTON,TEXAS MECHANICAL ELECTRICAL P5B PLUMBING ENGINEER ABS CONSULTANTS INC `— DENVER,COLORADO i TOILET INTERIOR DESIGN I WILSON&ASSOCIATES P21 S I K TAI _ DALLAS,TX P5 LIFE SAFETY `Q BCER ENGINEERING INC - - ARVADA,COLORADO STA KING — — — — — Tp3 I WASHER 4 DR c{1 I � P13 I ER P5 PROJECT NUMBER 2094100 2.C1b. i Ff=E it ISSUE REVISION DATE 2.CI6. 2.CI6 - --" -- --- - - - -- 4 2.C16. BATHROOM ACCESSORIES - TYP. CLU5 UNITS MARK CppE SYMBOL DESCRIPTION MOUNTING HT. SARK TAI g-O JL TOWEL RING 4'-3' AF.F. (U.O.N.) CFCI TA2 5—Q a A 51 ( O ENLARGED FLOOR FL AN ENLARGED FLOOR FLAN TAB TOILET HOOK 14OLDER TYP. 2'-O' AF (LI.O.N.)1'-l' CFCI POWDER ROOM �3ATHROOM UTILITY ROOM � 42" T1'P. AT � BATHRMS 5 6 tA4 B-N 24' TOWEL BAR 42' AF.F. (U.O.N.) CFCI Q �-Cfb- SCALE: 1/2"=1'-O" Q A �-cwo_ SCALE: 1/2"=P-0" TA5 B-P SHOWER DOOR TOWEL BAR 34' AF.F. (U.O.N.) CFCI TA& NOT USED TA-I g-R ® COFNER BASKET - SOAP BASKET 5'-0' AF.F.6 SHOWERS (U.O.N.) CFCI 2'-4' AF.F.'s MASTERTUBS (U.O. ) TAB MIRRORS)(O.C. ABOVE VANITY MOUNTING HGT. RE. INT. DES. CFCI 017 REV #7 10/19/07 SINK(S))(LOCATE BY RE, INT. DES. 6 015 REV #6 08/10/07 TAq g-W I 4'-6' AF.F. (U.O.N.) CFCI 013 REV #4 04/12/07 (O.C. ABOVE VANITYAT SIDE WALL 4 RE: INT. kLEV. (CLUB UNITS ONLY TRIO g-S SHOWER CURTAIN ROD 6'-8' AF.F. (U.O.N.) CFCI TAI1 CgJ IRON CADDY (1)AT ALL UTIL. RMS 5'40' AF.F. (U.O.N.) CFCI TAI2 CL CLOTHESLINE 6'-8' AF.F. (U.O.N.) WITHIN CFCI SHOWER TA13 SAFE (1)AT ALL MASTER CLOSETS 4'-0' AF.F. t0 TOP (U.O.N.) CFCI L?L RE.- 546/A2.10.18 TA14 24' GRAB BAR(VERTICAL MOUNT) 4'-6' O.C. AF.F. (U.O.N.),6' O.C. CFCI AT ALL SHOWERS 4 TUBS W/ HORIZONTALLY FROM ENTRY SHOWERS WALL EAST WING PROJECT TA15 FIRE EXTINGUISHER(1)AT ALL UTIL. 4'-0' AF.F. (LI O.N.) CFCI NO= �E RMS REFER TO SECTION 10522 FOR °A DESCRIPTIONS PROJECT KEYPLAN TAlro 2Y WALL FURR OUT AT POCKET DOORS RE. ADJACENT TO ELEC. OUTLET BOXES ON q/A2.10.1 ONE OR BOTH SIDES NOTES; A a 1. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED UNIT Wk k 0 2. BATHROOM M AT UNITS 400q,0216 4 0218 TO BE FULLY COMPLIANT W/ANSI A111.1 TYPE A. AT ALL o OTHER UNIT BATHROOM 01,FAIR HOUSING 4 ANSI A111.1 TYPE B GUIDELINES MUST BE APPLIED. ENLARGED 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. PLANS 00 0 4. REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. N N REVIEWED BY iu n 3 FEB 2 6 2008 v SCALE. 1/1' = I'-O' "( A2 * C1 • a SAFEbuiit Colorado 3 0 2'-0' 4'-0' U rn eATNROOI"I ACCESSORIES - T`I'C'. CLUB UNITS MARK CODE SYMBOL DESCRIPTION MOUNTING HT. REMARK TAI 5-0 _T_ TOWEL RING 4'-3' A.F.F. (U.O.N.) CFCI TA2 B=Q a ROBE HOOK V-6' A.F.F. (U.O.N.) CFCI ;'€ SIM. TA3 g M TOILET PAPER HOLDER TYP. 2'-O' A.F.F. (U.O.N.)11-71' CFCI s UPPER WOOD 1 4 3 3 3 5 6 UPPER WOOD A.F.F. TYP. AT M BAT14 fS CABINET DOORS 10 10 1 10 10 10 10 W/ WD, CROWN 1 1/2' CABINET FIXED 2 -q MOLDING I , FILL FRONTS FILL-1 1'-6` EQ. EQ. 1'-6` FILL tA4 B-N 24' TOWEL BAR 42' AF.F. (U.O.N) CFCI FILL 2 -O 3 -O I/2 TA5 B-P SHOWER DOOR TOWEL BAR 34' A.F.F. (U.O.N.) CFCI WOOD CROWN TAro NOT USED - 31A2. 0. RE: tA� g-R ® COMER BASKET - SOAP BASKET 5'-O' A.F.F. ► SHOWERS IU.O.N) CFCI IO/iq/O� 3/A2.�O,ro 2'-4' A.F.F.6 MASTERTUBS (U.O.N.) PENDANT LIGHT I I TAO MIRRORS)(O.C. ABOVE VANITY MOUNTING HGT. RE: INT. DES. CFCI MICROWAVE At - �T�� OPEN t0 SINK(S))(LOCATE BY RE. INC. DES. OPEN SHELF EXHAUST HOOD [ [ STONE BACKSPLASH BEYOND TAq 4'-V A.F.F.CABINET g-W z��L I 4 6 A.F.F. (U.O.N) CFCI LOWER WOOD W/ GLASS DOORS / STONE COUNTERTOP E PENDANT LIGHT r(O.C. ABOVE YANItYAT SIDE WALL CABINET DRAWER E UNDERGABINEt BAR TOP W/ 4'-0' TILE BACKSPLASH RE: INT. ELEV. (CLUB UNITS ONLY) FRONTS (TYP) LIGHTING [ I [- [ BEVELED EDGE ILL , EQ. EQ. TRIO g-S SHOWER CURTAIN ROD b'-8' A.F.F. (U.O.N) CFCI 1 -6 3 TAI1 21U IRON CADDY (1)AT ALL UTIL. RMS 51-6' A.F.F. (U.O.N.) CFCI REFRIGERATOR I [ [ [ �� _1 }- (VERIFY MFR'S �n " # € _ t _ _ 5 1/4' c`' u EQ. EQ. , REQ'D CLEAR) FILL �„ Ii( COOK TOP 1 € �? € € , - c�v V FGI TA12 CLOTHESLINE 6-8 A.F.F.A F.F. (U.O.N) WITHIN H u J I -1-, LOWER WOOD — iu STONE WOOD CL SHOWER O MICROWAVE W/ O U - CABINET DRAWER > COUNTERTOP d SUPPORT BUILT-IN TRIM KIT w p OVEN FRONTS BAR TOP W/ BRACKET TA13 S SAFE (1)AT ALL MASTER CLOSETS 4'-0' A.F.F. TO TOP (U.O.K) ml c� w 0 $EVLED EDGE � RE: 5E6/A2.10.18 LOWER WOOD o ® ® STONE BACKSPLASH TA14 24 CxRAB BAR(VERTICAL MOUNT) 4 b O.G. AF.F. (U.O.N),6 O.G. CFCI STONE __° CABINET DRAWER W/ � BEVELED TOP -- - � COUNTERTOP u� STAIN GRADE WD. AT ALL SHOWERS t TUBS W/ HORIZONTALLY FROM ENTRY W/ BEVELED g FRONTS (TYP) SIDES Q� u1 TRIM (MITERED SHOWERS EDGE E EXPOSED q DISHWASHER EQ Q WALL �I O EDGE .10 \\ IDE p _ EXPOSED CORNERS) X11 WINE CHILLER U m LOWER WOOD TYP. WOOD N p! p I TA15 FIRE EXTINGUISHER(U AT ALL UTIL. 4-O A.F.F. (U.O.N.) CFCI CI)01 CABINET DOOR g'a'SE WD TRIM W/ ` - m EE R1S REFER t0 SECTION 10522 FOR W O FRONTS O CORNERS � w STAINED GRADE DESCRIPTIONS 1 ICI a MITERED � T4G WOOD PLANKS r l O FILL FILL TA16 �' WALL FURR OUt At POCKET DOORS RE: (�1 `■/ V I/2 TYP. WOOD FILL ADJACENT TO ELEC. OUTLET BOXES ON q/A2.10.1 1 ONE OR BOTH SIDES FILL FILL ASE FI L 1'-5 1/2" 1'-5 1/2' ILL BASE FILL 3'-O' 4" TYP. WOOD 3 1/2 ' 2'-O' 3'-11/2' 3 1/2 NOTES: (VERIFY MFR'S DEPTH 2 -�� SINK CABINET BASE -l'-O' VARIES (RE: ENLARGED PLAN) 1. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED A/ `•T.v� REQ'D CLEAR) (VERIFY MFR'S 2. BATHROOM 01 AT UNITS 000q,0216 t 0218 TO BE FULLY COMPLIANT W/ANSI A111.1 TYPE A. AT ALL w REQ'D CLEAR) DOOR FRONTS I'-3 1/ 2'-O OTHER UNIT BATHROOM 1,FAIR HOUSING t ANSI AIIl.I TYPE B GUIDELINES MUST BE APPLIED. (PER MFR'S (VERIFY MRF'RS 3, REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. �..� REQ'D CLEAR) REQV CLEAR) 4. REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS, L W 1 i _I KITCHEN KITCHEN KITCHEN KITCHEN ELEVATION (S I M. O. H. ) 2 ELEVATION 3 L uA T I ON ELEVATION OWNER/DEVELOPER 2.c16. SCALE: 1/2"=1'-0" 2.c16. SCALE: 1/2"=11-0' 2.c16. SCALE: 1/2"=11-011 �_clb_ SCALE: 1/2"=11-0" VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO STONE TILE 1 2 3 TRIM 2 10. 10. 10 101 WD. GROWN SHOWER WD. CROWN MOLDING HEAD WD. CROWN MOLDING DESIGN ARCHITECT MOLDING GYP. BOARD 4240 PAINTED GYP. BOARD j MOLDING WN GYP.PBOA D WALL MIRROR CEILING FURR RE: INTERIOR — - - - - - - - - - - - - - - - - - - - DN. DESIGNER GYP. BOARD 4 ' EQ EQ 1'-O' I TAl GYP. BOARD Denver, Colorado PAINTED EQ. EQ. PAINTED `A_' SCONE TUB PLATFORM TOP,STONE WALL TAI �� ' AI4 � SHOWER BACKSPLASH RE: TUB 2 \ ` yl STONE TILE O WALL TPANELS BACKSPASH ARCHITECT OF RECORD TA9 '4 AT BACK DOOR SECTION DETAIL I WOOD BLKG. IN GLOVER SMITH BODE,INC A - SHOWER WALL OKLAHOMA CITY,OKLAHOMA SINK FAUCET __ STONE WALL WOOD BLKG. UNDERMOUNT SHOWER BACKSPLASH € i€ IN WALL _ CONTROLS I I WOOD BLKG. IN TUB FAUCET 4 SINK STONE iii I € WOOD BLKG. IN - - g - WALL TA9 CONTROLS A CIVIL ENGINEER BACKSPLASH 7�a ALPINE ENGINEERING,INC WALL SHOWER DOOR � - -..� � _ - VAIL,COLORADO _ _ - STONE WALL - �.� d COUNTERTOP Y BACKSPLASH RE: `Q 1 �� \ , W/ TOWEL BAR mi F7 - TUB SECTION - t11 - LANDSCAPE ARCHITECT WOOD CABINET DETAIL __ - STONE ________ S E GROUP FRONT W/ TOP DRAWER O GYP. BOARD POCKET BACKSPLASH }- BURLINGTON,VERMONT STONE WALL PAINTED DOOR STONE TILE SINK WOOD CABINET `" I TILE -- -- BASE STRUCTURAL ENGINEER FRONT I 6 ____., (p i TOILET HA NES WHALEY ASSOCIATES, WHIRLPOOL TUB . -� AT SIDE WALL i I I 1 TUB PROFILE REMOVEABLE STONE INC WOOD CABINET REMOVABLE BASE ` ------ °- 2'-O' L 2'-0' ' DRAWER FRONT l3 FIL 10' 2'-0' 2'-O' 2'-0' 10' FILL SCONE TILE ACCESS PANEL POLISH HODS ON,TEXAS IL STONE SILL ALL EXPOSED EDGES, EQ. 11) LARCxE CABINET (BELOW 5 4 STONE TILE COUNTER E SINK) BASE W/ SCONE TILE PROVDE 15'H X 20'W MECHANICAL ELECTRICAL DRAWERS) REMOVABLE CAB. 10. 10 BASE TYP. BELOW CLEAR OPENING FOR PLUMBING ENGINEER ABS SECTION SHOWER ACCESS TO WHIRLPOOL DENVER COLORA COLORADO FLOOR DRAIN STONE TILE PUMP CONTROLS (VERIFY BASE MFR'RS REQV CLEAR INTERIOR DESIGN FIXED STONE AND LOCATION, OVERLAP WILSON&ASSOCIATES REMOVEABLE PANEL DALLAS,Tx PANEL AT TUB SUCH SUPPORT CLIPS APRON ATTACH At EITHER SIDE LIFE SAFETY OF PLYWD. FACE FRAME BCER ENGINEERING INC ARVADA,COLORADO 02 MASTER 5ATHROOM *12 MASTER 5ATHROOM *2 MASTER 5ATHR00M *12 MASTER 5ATHROOM PROJECT NUMBER 2094100 3✓- ELEVATION (O ELEVATION E S ELEVATION ISSUE REVISION DATE 2.c16. SCALE: 1/2"=11-01 2.016. SCALE: 1/2'=1'-0' 2.c16. SCALE: 1/211=11-011 2.CI6. SCALE: 1/2'=11-0" 1 2 0. 10 O.G. OVER SINK SHOWER 6 6 HEAD SHOWER HEAD I I WALL MIRROR — — —�— — _ 4 � � A � -- I 4 A I'-O" I RE: INTERIOR DESIGNER I A EQ. EQ. TAI �/ GYP. BOARD TAl GYP. BOARD s;= S REVIEWED S E E D B HOWER PAINTED SHOWER PAINTED SINK FAUCET DOOR tA14GONtROLS \ FEB 2 6 2008 ® STONE TILE WOOD BLKG. A \ STONE 7 REV #7 10/19/07 STONE 9 € I 1 WOOD BLKG. IN A \ U IRROUND IN WALL /,'�01 BACKSPLASH € €€ WALL BACKSPLASH e COUNTERTOP TA3 EQ. EQ ; SAFEbu[it Colorado 6 015 REV # 08/10/07 013 REV #4 0.1/12/07 � STONE TILE AT \ BACK WALL �!%i1 4 - WOOD BLKCx. �� \ OF SHOWER TOILET IN WALL �' � _ O _ SHOWER SHOWER GYP. BOARD GYP. BOARD STONE WALL DOOR W/ STONEWALL DOOR PAINTED PAINTED N TILE TOWEL BAR TILE - WOOD CABINET - - ,------ , ------� FRONT - -- 1 I I I I STONE TILE STONE TILE FILL q, 21_91 4 5 STONE TILE 5 O.N. 4 BASE BASE EAST WW_% SHOWER STONE TILE B'A'SE 105 10. PRO,E/r FLOOR DRAIN SHOWER NORTH BASE FLOOR DRAIN SPROJECT KEYPLAN a A M UNIT 3Ck CD ENLARGED 0 #1 5ATHROOM #1 5ATHROOM #1 5ATHROOM #1 5ATHROOM PLANS 0 N " ELEVATION ELEVATION ELEVATION ELEVATION p1 q 10 11 12 2.c16. SCALE: 1/2"=11-0' 2.I_;I SCALE: 1/211=1'-0" 2.c16. SCALE: 1/2'=11-0" 2.c16. SCALE: 1/2"=1'-0' SCALE: 1/2' = 1'-0' A2 * C1 6 . 4 U ILL N 0 21-0' 41-0' W-O' 01 U a' rn % SINK WD. CROWN W0. CROWN WD. CROWN --- L MOLDING MOLDING MOLDING 10/19/01 EQ EQ. WALL MIRROR RE.- INTERIOR DESIGNER GYP. BOARD GYP. BOARD GYP. BOARD GYR PAINTED PAINTED PAINTED PAINTED 50 ARD 1'-6' DEEP OPEN �4 SINK FAUCET PEDESTAL PEDESTAL WOOD 5LKG. IN SHELF W1 COAT I i WALL ROD BELOW SINK SINK STACKIWG Li DRYER A WASHER 4 DRYER WOOD 5LKG. IN F11711� BEYOND IN DOUBLE UTILITY CLOSET �4 WALL BULKHEAD OILET CENTER SUPPORT 0 A BRUSHED 2 STAINLESS ROD U 0 77u STONE BASE TILE 1.4 --1 TILE EASE u 0 WASWEW--r— u 1.4 21-00 L STONE TILE STONE TILE BASE BASE W � L W POWDER ROOM 1=0�4[)ER ROOM POWIDER ROOM UTILITY ROOM ELEVATION ELEVATION E LEVATION K-2 E L E VAT I ON K-4 OWNER/DEVELOPER SCALE: 1/2"=1'-0" z.clb SCALE.- 1/2"=1'-0" z.cib. SCALE: 1/2"=1'-011 �_010_ SC:ALE.- 1/211=11-011 VAIL RESORTS DEVELOPMENT STONE TILE COMPANY TRIM AVON,COLORADO 10 10. AZ10 WD. CROWN SHOWER WD. CROWN HEAD E) MOLDING W . CROWN MOLDING T MOLDING GYP, BOARD DESIGN ARCHITECT PAINTED WD. CROWN GYP. BOARD GYP. BOARD 1 ; \1 MOLDING PAINTED WALL MIRROR CEILING FURR 7 1 RE.- INTERIOR ON. FkTA 1'-0' 4240 GYP. DESIGNER GYP. BOARD EQ. L EQ. PAIN BOARD EQ. EQ. PAINTED - --------------;t-- PASHP�U5 TAI xA14 SHOWER T STONE WALL FRONT 4 TU5 5ACK Denver, Colorado TAq 5ACKSPLASH RE.- TUB 2 7A4 STONE TILE WALL PANELS DOOR SECTION DETAIL AT BACK SINK FAUCET . —STONE SHOWER WALL TUB FAUCET 4 WOOD 5LKG. IN ARCHITECT OF RECORD I -j. WALL WOOD 5LKC SHOWER CONTROLS UNDERMOUNT IN WALL CONTROLS 5ACKSPLASH WOOD 5LKG. IN GLOVER SMITH BODE,INC SINK I WALL STONE WOOD 5LKG. IN 5ACKSPLASH 2i, STONE WALL WALL SHOWER DOOR CIVIL ENGINEER•XN T_ W1 TOWEL BAR ALPINE ENGINEERING,INC 5ACKSPLASH Rr=- ZZ2�_ �2 '\zs\_ 4 COUNTERTOP ZZ 5 1/2' VAIL,COLORADO Ei — TUB SECTION L STONE ETAIL LANDSCAPE ARCHITECT WOOD CABINET POCKET 5ACKSPLASH FRONT W/ TOP DRAWER GYP. BOARD DOOR S E GROUP STONE WALL FAINTED BURLINGTON,VERMONT WOOD SINK CABINET TILE STONE TILE Z FRONT TOILET 5ASE 1 TU PROFILE 5 z STRUCTURAL ENGINEER WOOL) CABINET _4 I HAYNES WHALEY ASSOCIATES, DRAWER, FRONT (3 ------ + L 2'-0' 1 L INC Ea (1) LARGE FIL4. 2'-q- V-61 21-6- ./L—FILL WHIRLPOOL TUB STONE TILE \—STONE TILE —STONE SILL HOUSTON,TEXAS DRAWERS) 41 L 5 4 BASE W1 STONE TILE EQ. EQ. T SIDE WALL 6 -q ------------------- A 10 10. BASE 5E LOW EQ, MECHANICAL ELECTRICAL SHOWER REMOVEA5LE STONE ACCESS PLUMBING ENGINEER FLOOR DRAIN STONE TILE PANEL, POLISH ALL EXPOSED ABS CONSULTANTS INC BASE EDGES, PROVDE 15'H X 20'14 DENVER,COLORADO FIXED STONE CLEAR OPENING FOR ACCESS TO INTERIOR DESIGN PANEL AT TUB WHIRLPOOL PUMP CONTROLS WILSON&ASSOCIATES APRON (VERIFY MFR'R5 REQ'D CLEAR AND DALLAS,TX LOCATION, OVERLAP REMOVEA5LE PANEL SUCH SUPPORT CLIPS LIFE SAFETY ATTACH AT EITHER SIDE OF PLYWD. BCER ENGINEERING INC 1*1 MASTER 5ATHROOM 1*1 MASTER 5ATHROOM 01 MASTER 5ATHROOM 01 MASTER 5ATHROOM FACE FRAME ARVADA,COLOR-ADO ELEVATION ELEVATION ELEVATION 8 ELEVATION PROJECT NUMBER. 2094100 SCALE.- 1/2'=1'-O' I1Q.—clib. SCALE: 1/2'=V-0' 1� o_ SCALE: 1/2"=1'-O' %,. -cllo- SCALE.- 1/21=11-01 ISSUE REVISION DATE /1 017 REV #7 10/19/07 (0 015 REV #6 08/10/07 013 REV #4 04/12/07 A 4 L_.D BY �n 2!08 ",v Ebuilt Colorado EAST WING PROD= HORITi TRUE PROJECT KEYPLAN 0 Ln UNIT 7Ck 1-1 C) ENLARGED -4 co C) PLANS SCALE.- 11'2' zl'-O' A 2 . C 1 6 * 5 U r4 < 0 21-01 41-01 rn U 0) >\5a I" N O � 48 � 50 58 � 62 64 68 72 Q "620 %620 loo'-2' � �9 a N V o H Z 7'-1 1/2' I t-� 1 w � BALCONY HANDRAIL CAST STONE BALCONY HANDRAIL CAST STONE w LINE OF BALCONY GAP T1'P. LINE OF BALCONY 25� CAP TYF. 18'-O' F"I SLAB EDGE SLAB EDGE � 2'-8 1/2' 13'-51/2' e $ 2 13 2 1 p'4L 3' CON BALCONY _ — — — T. i 113 t i O sC — OWNER/DEVELOPER VAIL RESORTS - LIVING ( \ / I ® I DEVELOPMENT MAST r ER - 4Cablb \ / COMPANY -� BEDROOM N I I I I AVON,COLORADO HEAD rs I X I I m H - DESIGN ARCHITECT 10/A2.10.1 '1'-2 1/2' 13 4 -s 1/2 �-41 3 111/2 14 -4 1/2 4s 3q 1/2 l -2 1/2 4 5'-2' 12'-1 1/2' BRACE Q P q .Rl I IL-� 1 0 I / \ 4 40 P13 F'S O O �- N Q I — — Denver, Colorado 2I_ON cil ``,;';� ARCHITECT OF RECORD E OKLAHOMA CITY,OKLAHOMA I "1/,. r r MASTER o CLOSET BATH 6- cn 3 , , CIVIL ENGINEER 4 -� 1 1/2 ,_ N ALPINE ENGINEERING,INC 11 1/2' I cd 2 6 VAIL,COLORADO 4 11 I/2 11 5 S 1/2 -5 4 -O I/2 2 11 1/2 q O 14 S 3 -41/2 - /2 1� 1 PZI T1$ o 1'-4' - LANDSCAPE ARCHITECT O - M — — — — — WA — L _ _ _ — — — — — TI$ — LO — — - — BURLINGTONOVERMONT HALL to/A2.10.1 F ITCHE DINING 02 MASTER CLOSET T ' BRACE STRUCTURAL ENGINEER MASTER MI6 2 - 0 2 q I/2 I E-3 c!J HAYNESWHALEYASSOCIATES, � � Ca60 t23 _ #1 L— I �Ca615 _ 4Ca61� BATH BEDROOM r _ BELOW - ® Pl3 N BEDROOM N ` T22 <t INC Ca62 I Q HOUSTON,TEXAS MECH. I I I �� I -' 4Ca618 0 -- ASTER Cab _`J °y 7 4Ca614 1 i� Q� N I p f .. r, 4 Q 4 •b MECHANICAL ELECTRICAL N N I BCa6O 14B P5 T J 1 T24 `� ;t z 3 _O OS E _ PLUMBING ENGINEER T1q C I .Cil, 0 o TOILET I ` N ABS CONSULTANTS INC o TI$ O — I — o p I C OSET _ CORR. - -� 4Ca61q P5 P5 o P5 4Ca62 PI3 P5 N N DENVER,COLORADO S" T24 8 ca *� -� Cabo FOYER _ T14 T23 Q Q INTERIOR DESIGN WILSON&ASSOCIATES n---, 601 ,.n 4 _0 WILSON DALLAS,TX I'd 1/2' 1 111/2' I/2' 5 PI3 ° IT16 1 -0 b,_O,1'-2 1/2' 6,-� 1�, 2 1/2 4_-I 4 -q 1/2 12'-3 I/2 M b -4 1 -10 $' _TO'�5 T� 4'-5' '-5' HALL r LIFE SAFETY 5'_1O BCER ENGINEERING INC 4Cs621 T14 ARVADA,COLORADO P M I P5 M M TI o _ T25 sH — --o —o N — — — — P5 T1$ T18 �2 r Q PROJECT NUMBER. 2094100 PzgA UTILITY N _ BEDROOM o TOILET 2 MECH. CLOSET Cab02 PzgA o P2q I 4Ca623 d-1 Q O ISSUE REVISION DATE .CIl. Cabo 2.CI1. Q i3 0 A-1 0 Ca60� I Cabo P27 7_0111 - O _ R NO 6 5 GUEST ,CI1. *2 TOILET BATH 4 4 1 TOV REVISIONUPDATE 10 05 09 4Cab25 4Ca624 5'-10 I/2' S'-8 1/2' (01-1 1/2' 1' �'-8 I/2' $'-7 1/2' RFP#s9G R1 08/11/09 1 RFP#59G 07/29/09 i 7'-6' 4'-1' 3'-1' b'-1 1/2' 11' S'-5' 22'-1' b'-S 1/2' T-1 1/2' b'-4 1/2' 10'-1 1/2' IV-4' '-6' h6 RFI#1602 06/26/09 E RFP#59E 05/11/09 D RFP#59D 03/17/09 RFI#1114 12/19/08 l REVISION 7 GENERAL NOTES: Ai 017 REV #7 10/19/07 O I. WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO & 015 REV #6 08/10/07 OUTSIDE FACE OF STUD. 014 REV #5 05/04/07 UNIT 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED 'FLOOR PLAN C:a � #6 2 O DIMENSIONS IONS TO NEAREST GRID l AT PLANS W/ STEEL GRIDS) 4 013 REV #4 04/12/07 2.G1� SCALE: 1/4'=1'-O' 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). 4. REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT PLAN NORTH PLAN(S). GENERAL NOTES.- 5. BALCONI' RAILINGS 4 FASCIA ADJUSTED AS NOTED ELSEWHERE IN DRAWINGS. 1. TYPICAL ENTRY DETAILS 4 ELEVATIONS RE. SHEET A2.10.15. 2. REFER TO SHEETS A6.1 AND A6.1.1 FOR TYPICAL FLUE DETAILS. 3. REFER TO A2.10.1 FOR ROOM FINISH t DOOR SCHEDULE AND ADDT'L GENERAL NOTES. 4. REFER TO ENLARGED FLOOR PLANS FOR ALUM. CLAD EXT. WINDOW 4 DOOR DESIGNATIONS EAST WIW I 5. ALL FIREPLACE FLUE PIPES ARE TO HAVE A Y4' RISE PER I'-O' HORIZONTAL RUN. THIS IS NRTH TO INSURE PROPER VENTING OF HOT GASES AS REQUIRED BY MANUFACTURER TH 6. PROVIDE 1/4' WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT PROJECT KEYPLAN REFRIGERATORS. 1. MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH MECHANICAL DOCUMENTS. REFER A6.23 FOR DETAILS. 8. REFER TO SHEETS A2.10.q E 10 FOR UNIT REFERENCE STANDARDS. REVIEVVED SY UNIT 4Ca OCT UNIT PLAN �AF��OEIt CaE�r�d® A2 * C17e1 SCALE: 1/4' -- 1'-0' O 2'-7 4'-0' 8'-O' 1� H O 1 O V � � r� N O cn � N V V 48 48 58 62 64 68 72 �"'� Z 1.4 H W Q F"I M OWNER/DEVELOPER ❑ VAIL RESORTS DEVELOPMENT VARIES \ / ❑ COMPANY P J I LL 1 A.F.F. P I AVON,COLORADO LL 11 /N LLI — } — — — — VARIES — G � — — — — — — — — — — — H A.R F. \ DESIGN ARCHITECT A.F.F. I FIREPLACE FLUE / \ ❑ I APPROX. 8'-O' �e i TO XTENp UP I APPROX. 4240 VARIES � � HEIGHT LINE I CL F.P•_ L TO OOF CAP I I / \ A.F.F. RE: 14/A&.7 P *5 D sF e OJ; O I Denver, Colorado 21_x° ARCHITECT OF RECORD L, +11 -6' VARI S I P "5 D I I OKLAHOMA GLOVER SMITH BODE,INC - ' t ( ;H-'N. A.F.F. 6- Lu n II � -�' �'�; CIVIL ENGINEER w — 3 0 �n �� ;; , N A.F.F. �f'r�� t k� I ALPINE ENGINEERING,INC 1 . VAIL,COLORADO 2'-1O' E 14fi � ti .: £ :: ` ° LANDSCAPE ARCHITECT �..° „.. — S E GROUP LILA — — ml — — <` — BURLINGTON,VERMONT VARIES $ -� _ ` [L STRUCTURAL ENGINEER A.F.F. _ y A.F.F. I N , Ell HAYNES WHALEY ASSOCIATES, TUB +$'-O" el I � _1 I � I INC V I X€ �' A.F.F. �-� ,' ;:� ,,C `T' -' I r c� ii VARI S o - HOUSTON,TEXAS ,,' fx= I I /' I MECHANICAL ELECTRICAL +1'_$° PLUMBING ENGINEER I I DENVER,COLORADO ABS CONSULTANTS INC J ,j•• LJ ( INTERIOR DESIGN +q'-Q° ' O O WILSON&ASSOCIATES VARIES ° `�� a A.F.F. qU A. .F. C�;��T ,�_O° DALLAS,Tx P E A.F.F. �:.�_ + t . t p. _- ' LIFE SAFETY A.F.F. P *5 - ' ° �• •� + � BCER ENGINEERING INC A.F.F. - �- �. T I I.... (°°' b a% — — — — — ARVADA,COLORADO VARIES ��II A.F.F. sH O— —Q O PROJECT NUMBER. 2094100 1 ° +$'-O' O I I° I-��-4. f' +$'- ISSUE REVISION DATE ."w:.d.�'''°°ate F.OF. -_. A.F.F. /,� HATCHED AREA T1'P. O 31 ,, L E-7 DESIGNATION OF R-11 ``4c'a '041 UNFACED GATT INSUL. ' HATCHED AREA TYP. ABOVE CEILING ASSEMBLY , DESIGNATION OF R-11 R t" © — O UNFACED BATT INSUL. iµ � � ABOVE CEILING ASSEMBLY 61 00 n E �� r !E A.F.F. I REVIEWED Y OCT 2 2 2099 I� TOV REVISIONUPDATE 10/05/09 SAFEbuilt Colorado RFP#59G 07/29/09 RFP#59E 05/11/09 REVISION "I GENERAL NOTES: FMFLECTED CEILING NOTES: RFP#059D 03/17/09 1. WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO OUTSIDE FACE OF STUD. 1. RE: q/A2.10.5 FOR TYPICAL AT UPPER COFFER TRANSITIONS AND FOYER 017 REV #7 10/19/07 CEILING TRANSITIONS. 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED Al DIMENSIONS TO NEAREST GRID (AT PLANS W/ STEEL GRIDS). � 2. FOR RECESSED DRAPERY TRACK RE: 1/A2.10.5 FOR PURR DOWN TRANSITIONS b o15 REV.#� os/10/o7 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). REFLECTED CEILING ADJACENT TO EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER 5 014 REV #5 05/04/07 BEDROOMS. I/A2.10.5 IS SIMILAR AT ALL BEDROOMS E STUDIES WITH EXTERIOR 4. REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT FLOOR PLAN 4Ca . UNIT #6 2 Q WINDOW WALLS, INDICATING POCKET. 4 013 REV #4 04/12/07 PLAN(S). �� 1 3. RE. 3 4 3A/A2.10.5 FOR CEILING TRANSITION TO 8' CEILING AT KITCHENS. EXCEPT 5. BALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED " 2.GIl. SCALE: 1/41=1'-O' NOT AT CLUB UNIT KITCHENS. ELSEWHERE IN DRAWINGS, 4. RE. 3A/A2.10.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND PLAN NORTH WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS. 5. SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED 1/2' PER FOOT IN WHOLE OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE HEIGHT VARIES. OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM GENERATORS ARE TO HAVE LEVEL CEILINGS. 6. ALL ANC IL NI l U M C AN A C ET S: IN THICK DUCT LINER O ROOMS 1 FROM GARDEN LEVEL THRU 4TH LEVEL. EXPOSED TO FIREPROOFED STRUCTURE AT EAST WMG 5tH 4 6TH LEVELS. N°Rn NO P D L F I A -6 VE N COUNTERTOP U.O.N.. PENDANTS TO BE HORIZONTALLY EQUALLY SPACED OVER PROJECT KEYPLAN BAR WITH FIXTURES ADJACENT TO CABINETS, TO CLEAR CABINET DOOR SWINGS. 1 - P -MA RI Y ALL LI N FIXT LOCA IONS WITH I E 10 EYA S ND FURNITURE PLANS, FOR OWNER/ARCHITECT APPROVAL PRIOR TO INSTALLTION. 6 A ¢° 6 q. IN COFFERED CEILING AREAS, THE CEILING HEIGHTS ARE INDICATED AS 10'-01. UNIT 4Ca THIS NOTE IS TO ADVISE THAT THE INTENT OF THIS HEIGHT INDICATION IS TO INSTALL REFLECTED THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. CEILING PLAN 10. REFER SHEET A2.0.1 FOR UNIT LIGHTING LEGEND. 11. AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS POSSIBLE W/ SMOKE DETECTORS ADJACENT. 12. ALL UPPER KITCHEN CABINETS TO HAVE UNDER CABINET LIGHTING. A2eC1 7 * 2 SCALE: 1/4' a 1'-0' 6 2'-7 4'-0' 8'-O' 62 64 58 12'-q 1/2 1'-2' 1'-O' V-4 1/2' L L i'-1 1/2' 3'-5 1/2' 5'-3 1/2' % 2'-O' 3'-31/2' 21-01 L l H1 sE.1 VANIT - COUNTERTOP TA1 _j DRY VANITY REMOVABLE BASE 0 1X2 1 MTL. STUD • U5 1 CABINET BELOW Lu TUB COUNTER 4 SINK) 0- TYP. 1 ' STEEL BLI OVAIB�.E CAB.. Aro ;t V BRACKET SCREW RE H d 7 04 SECT ON TA2 Lu 00014 ATTACHED To PIPE 4 O.H. 21-01 FLOOR AT BOTH 1 - --- --- - -- --- o L 10' L 5" CA 2.CI1._ - SIDES L I EXHAUST OF PIPE 4 -2 C4 HOOD Ar__ I k* TYP. 2' 60. 2.011, .3 M TA4 RANGE 40 N METAL PIPE O.H.VIE e'3 H. ,TI O.H. WINE CHILL R TOP EDGE OF 0 BAR COUNTER- G4 1 1 \ Ir I _j �A Lu TOP ff/ P13 HATCHED AREA - W 0 Y448-IN , -10" — �= I — I — 1-4 UNDER STONE TOP, 2. 11. u 0 STEEL PLATE WELD S—E a u ATTACHED TO 31-10 1/2' 4 6 d 4.LA 1. 2.Cli. q �K/i SQUARE PIPE %0 Lu CL in C"i r 1O 1 I \-VANITY 2.CI�. I I►/ w ►7 4j -17- w J \ 0 COUNTERTOP L——— TA II '\--MICIROWAvr= L r / 1 1 3 MTL. STUD P KITCHEN I / O 9 TA3 1 1 O x (z SINK —TOP EDGE OF 1 _( TA2 WORKSUIWACE DISH- I r FLOOR COUNTERTOP WASHER MTL. STUD F i =1 SLOPES w- IL TO DRAIN GC P29A FLOOR 2'-0 1/2' -q 1/2' SLOPES LE j P5 4 21-ql 41-ql 31-6,1 1 \� TO DRAIN OWNER/DEVELOPER 21 12 _q1 TA3 P5 m VAIL RESORTS 2' q 1/2' V-41/2' 111N. CLP_ 1cp DEVELOPMENT COMPANY AVON,COLORADO ENLARGED FL,OOR PLAN ENLARGED FLOOR PLAN �l-_2 1/2 V-51 2'-1 1/2' DESIGN ARCHITECT K ITCHEN MASTER 5ATH 01 1��_C,1_3 SCALE.- 1/2*=I'-O' l<�_C,1-3 SCALE.- 1/2'=I'-O' ENLARGED FLOOR PLAN 4240 MASTER 5ATH 02 cn SCALE.- 1/2'=I'-O' Denver, Colorado .5ATHROOM ACCESSORIES - TYR CLU5 UNITS ID 11-6,1 Ld_: I V-6 1/21 MARK rm SYMBOL DESCRIPTION MOUNTING WT. REMARK ARCHITECT OF RECORD CZb— EQ.1 EQ. TAI 5-o _T_ TOWEL RING 4'-3' AF.F. (I.I.O.N.) CFCI GLOVER SMITH BODE,INC PIC) TA2 5-Q I ROBE HOOK rp'-VARF. (U.O.N.) CFCI OKLAHOMA CITY,OKLAHOMA cn TA3 5-M TOILET PAPER HOLDER TYP. 2'-O' A.F.F. (U.O.N.)I'-1' cFcl CIVIL ENGINEER A.F.F. TYP. AT M 5AT14RIS ALPINE ENGINEERING,INC b U) TA4 5-N 24' TOWEL BAR 42' A.F.F. (U.O.N.) ml VAIL,COLORADO F-1- F I CE) O.H. TA5 5-P SHOWER DOOR TOWEL BAR 34' AF.F. (U.O.K) CFCI LANDSCAPE ARCHITECT TOI ET TA2 3 I 6 2.01. TA& NOT USED BURLINGTON,VERMONT P21 P5 2.Cl1 TA'1 CORNER BASKET - SOAP BASKET 5'-0' AF-F-6 SHOWERS (U.O.N.) CFCI 4 2 2'-4' AF.F.'s MASTERTU55 (U.O.N,) STRUCTURAL ENGINEER 2.01. 2.011. n TA5 MIRRORS)(O.C. ABOVE VANITY MOUNTING HGT. RE.- INT. DES. CFCI HAYNES WHALEY ASSOCIATES, 7 11 -- INT. DES. INC in TUB I 2.C11. I I SINK(S))(LOCATE BY RE. HOUSTON,TEXAS q TAI ZAA 1. 11w 4'-6' AF.P. (U.O.N.) CFCI TA3 .01. TAq 5-W TA3 2-c 1- (O.C. ABOVE VANITYAT SIDE L 4- 1 (9—\ MECHANICAL ELECTRICAL in L L '�51F:E MME.-_ NT. ELEV. (CLUB LMN41TS Y PLUMBING ENGINEER 10 12 VANITY P5 2.G11. Ill I — --S ABS CONSULTANTS INC 'Zil. COUNTERTOP TAIO 5-S SHOWER CURTAIN ROD V-S' ARF. (U.O.N.) CrIcl 11 STACKING TAll E29 IRON CADDY(1)AT ALL UTIL. R'S V-WA.F.F. (U.O.N.) CFCI DENVER,COLORADO 5)rm TAI VANITY HER 4 INTERIOR DESIGN TA4 TOILET COUNTERTOP S114K n;P1V';=Q TA12 CLOTHESLINE V-VARF. (U.O.N.) WITHIN CFCI WILSON&ASSOCIATES ;D SHOWER DALLAS,TX ET I cq L TA13 SAFE (1)AT ALL MASTER CLOSETS 4'-0' AF.F. TO TOP(U.O.K) CFCI LIFE SAFETY 1 -1 1 4 C-s—H M., 54b/A2.10.118 BCER ENGINEERING INC 11401 P21 Ea. r=Q. r TA14 24'GRAB BAR(VERTICAL MOUNT) W-6' O.C. A.F.F. (U.O.N.),(W O.C. CFCI ARVADA,COLORADO 110 AT ALL SHOWERS 4 TUBS W1 HORIZONTALLY FROM ENTRY CL 40m V401 SHOWERS WALL 11 31-1 m V-7 1/2' ------- TA15 FIRE EXTINGUISHER(VAT ALL UTIL. 4-O' A.F.F. W.O.N.) CFCI PROJECT NUMBER. 2094100 =E Ff F;ts REFER TO SECTION 10522 FOR 7n 1/2' TAII q,_8 1/2, 21-41 -ON DESCRIPTIONS ISSUE REVISION DATE TAIro 2Y4'WALL FURR OUT AT POCKET DOORS IRE., FLOOR q1-41 ADJACENT TO ELEC. OUTLET 50>TS ON q/A2.10.1 SLOPES 1 ONE OR BOTH SIDES TO DRAIN NOTES I I. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED ENS.ARGED FLOOR RLAN ENL,ARGED FLOOR RLAN ENL,ARGED FLOOR RLAN 2. BATHROOM 01 AT UNITS 000q,0216 4 0218 TO BE FULLY COMPLIANT W/461 A111.1 TYPE A. AT ALL OTHER UNIT BATHROOM M,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED. 4 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. -****N AT HROOM 4�2 GUEST 5ATH ROOM UTILITY ROOM 4. REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. SCALE.- 1/2'=1'-0' C11_3 ,�_Cll.3 SCALE.- 1/2'zl'-O' SCALE.- I/2'=1'-O' ENLARGED FLOOR PLAN 31-41 REVIEWED BY �. 5ATHROOM #1 4 2 3 STONE TILE M. 10 10 10. 5ACKSPLASH OCTI 2 2 2009 FILL SCALE.- 1/2'=]'-O' UPPER WOOD V-1 1/2' 1'-6' 21-91 (01 1 L L EQ. EQ. 11-61 ILL SAFEbullit Colorado TOV REVISION UPDATE 10L5/E CABINET DOORS RFP#059D 03/17/09 W/ 14D. CROWN 'f ILL ILL MOLDING RFI#1114 12/19/08 UPPER WOOD CABINET FIXED Ai BUILT-IN 017 REV #7 10/19/07 FRONTS PENDANT LIGHT EXHAUST HOOD MICROWAVE W1 - 7— STONE 5ACKSPLASH BEYOND f-1 014 REV #5 05/04/07 UPPER CABINET - 5 5UILT-IN TRIM KIT L- L- L- - b W1 GLASS DOORS 4 STONE COUNTERTOP 4 PENDANT LIGHT 013 REV #4 04/12/07 / 4 UNDER CABINET BAR TOP W/ TILE 15ACKSPLASH A 41 LIGHTING \ BEVELED EDGE EQ. EQ. J, STONE COUNTERTOP 4 Q. f Ea. BAR TOP W1 C14 U- EQ. L EQ. FILL- BEVELED EDGE STONE 21-01 COUNTERTOP 4 WOOD SUPPORT (VERIFY MFR'S BAR TOP W/ REQ'D CLEAR) BEVLED EDGE BRACKET 7 — STONE 5ACA<SPLASH RE.- A2.10.6 COOK TOP W/ ' BEVELED Top Z_ STAIN GRADE W0. EDGE 4 EXPOSED ASHeAWHal a EQ. E(; EQ. GYP. 5D. PAINTED SIDES w I L. ;D EXPOSED CORNERS)- EAST WNG LOWER WOOD LOWER WOOD I%o OVEN CABINET W1 3 EQ 4 1 WD TRIM W1 Lu cq NORTH CABINET FOR O_ 0 STAINED GRADE mil - '*- T4G WOOL) PLANKS— F__a LGE DRAWERS (TYP) CORNERS WINE CHILLER SHEET PAN PROJECT KEYPIAN STORAGE T MITERED I j 101, ILL FILL ILL FILL-, TYP. WOOD FILL REFRIGERATOR FILL 21-01 V-5 1/2' 1'-5 1/2 BASE 31-01 41 TYP. WOOD 3 31/2 14 BASE 31-0 "FILL 21--T'J SINK CABINET 1'-0' VARIES (RE.- ENLARGED PLAN) 4 (VERIFY MFR'S I (VERIFY MFR'S DOOR FRONTS 4 UNIT 4Ca .Mle REQ'D CLEAR) REQ'D CLEAR) 11-31 1 21-0) ENLARGED (PER MFR'S (VERIFY MRF'RS LOWER WOOD REQ'D CLEAR) REQ'D CLEAR) PLANS & CABINET W1 TOP DRAWER ELEVATIONS TYP. STONE COUNTERTOP W1 BEVELED EDGE SCALE. 1/2a 1'-0' A2 * C1 7 * 3 KITCHEN ELEVATION CS IM. O. H. ) KITCHEN ELEVATION KITCHEN ELEVATION 11 1l o" SCALE.- 1/2'=V-0' SCALE.- 1/2'=V-0' SCALE.- 1/2'=1'-0' 0 2 -0 4-O STONE TILE TRIM 2 3 2 WD. GROWN SHOWER WD. GROWN MOLDING HEAD WD. GROWN MOLDING MOLDING GYP. BOARD — — — — PAINTED WD. CROWN GYP. BOARD GYP. BOARD MOLDING PAINTED WALL MIRROR CEILING PURR / RE: INTERIOR I DN. I'-O' TAI GYP BOARD GYP. BOARD PAINTED EQ. EQ- STONE TUB PLATFOI•3'1 TOP, DESIGNER 4 ! EQ. EQ. TAI ;,y PAINTED Al 4 S F STONE WALL — »% O FRONT 4 TUB BACKSPASH ?A9 SHOWER BACKSPLASH RE: TUB 1 A STONE TILE WALL PANELS ' SECTION DETAIL AT BACK A SHOWER WALL WOOD BLKG. IN 04 SINK FAUCET STONE \ WALL `` WOOD BLKG. SHOWER UNDEi'J'10UNT IN WALL _ CONTROLS BACKSPLASN WOOD BLKG. IN TUB FAUCET t O SIN< III — _ CONTROLS A STONE _____ — � A � I I WOOD BLKG. IN �.. WALL A _..._ - WALL c _ _ SHOWER DOOR �. ., W/ TOWEL BAR B COUNTERTOP STONE WALL � COUNTERTOP - » BACKSPLASH RE: - � � - TUB SECTION WOOD CABINET a STONE ' , "• ,�.-- ,- DETAIL POCKET : ~•- - � '�I O FRONT W/ TOP DRAWER O � GYP, BOARD f BAGKSPLASN _ T — �- DOOR ! STONE TILE (n STONE WALL PAINTED ( _ SINK WOOD CABINET ,- J TILE 6 6 TOILET BASE U O FRONT WHIRLPOOL TUB —— _ ' I WOOD CABINET AT SIDE WALL ( TUB PROFILE _ _ REMOVEABLE STONE N V U DRAWER FRONT (3 REMOVABLE BASE t —— STONE SILL 2''O' 21'O' ALL EXPOSED EDGES POLISH F••� 7 ,_a EQ. (1) LARGE FILL 2'-q' 1'-6' 2'-6' FILL CABINET (BELOW STONE TILE ' H DRAWERS) COUNTER 4 SINK) g 4 BASE STONE TILE W/ STONE TILE PROVIDE 15'H X 20'14 H EMOVABLE GAB BASE TYP. BELOW CLEAR OPENING FOR W ;> SECTION SHOWER ACCESS TO WHIRLPOOL FLOOR DRAIN STONE TILE PUMP CONTROLS (VERIFY BASE MFR'RS REQ'D CLEAR r'r'1 t� FIXED STONE AND LOCATION, OVERLAP 1�"1 PANEL AT TUB REMOVEABLE PANEL Frl C� SUCH SUPPORT CLIPS F�iL•,�� APRON ATTACH AT EITHER SIDE OF PLYWD. FACE FRAME 01 MASTER 5ATHROOM #1 MASTER 5ATHROOM 01 MASTER 5ATHROOM 01 MASTER 5ATHROOM ELEVATION 2 ELEVATION 3 ELEVATION r4---.\ ELEVATION OWNER/DEVELOPER z.cn.4 SCALE: 1/2'=1'-O' 2.cn.4 SCALE: 1/2'=I'-O' 2.cn.4 SCALE: 1/2'=I'-O' 2.cn.4 SCALE: 1/2'=I'-O' VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO 2 SIM. � •a 3 WD. CROWN GYP. BOARD D. GROWN MOLDING CEILING MOLDING WD. CROWN DESIGN ARCHITECT SLOPED AND MOLDING GYP. BOARD FURRED DN. PAINTED -- -- GYP. BOARp GYP. BOARD - - - -- - -- -- -- -- PAINTED PAINTED 4240 WALL MIRROR 11_O. TUB FAUCET t RE: INTERIOR — PAINTED-7 11-01 TAI DESIGNER CONTROLS A SHOWER Denver, Colorado tA1 GYP. BOARD A � DOOR BAR TOWEL N ,. , PAINTED IM. , CA4 EQ. EQ. 5 A 2 �. TONE TILE ARCHITECT OF RECORD SINK FAUCET WOOD BLKG. IN ,// ' A",ti - h SCONE TUB ! TRIM GLOVER SMITH BODE,INC STONE X ' PLATFORM TOP, SURROUND OKLAHOMA CITY OKLAHOMA UNDERMOUNt '�t' �4 _ WALL BACKSPLASH t TA4 �;' FRONT 4 TUB �,, SINK A III r �9 BAGIGSPASH EQ. EQ. SCONE `p r I I ;p WALL PANELS % N — WALL BLKG. I ALPINE ENGINEERING,INC BACKSPLASH » .,. STONE WALL ;n \ \ VAIL,COLORADO t COUNTERTOP BAGKSPLASH STONE 1�1� 7 0 - � \� WOOD BLKG. IN �\\� , . '•••. . :. � RE.- TUB BACKSPLASH WOOD BLKG. IN '� -' ` - SECTION (L WALL r, - S E GROUP LANDSCAPE ARCHITECT WALL 1 DETAIL POCKET GYP. BOARD �{ _ , f BURLINGTON VERMONT ` b DOOR PAINTED '- '' %'f WHIRLPOOL TUB WOOD CABINET - f � - ` ,� �`! ` MTL. STUD WOOD BLKG. IN �7 — PUMP STRUCTURAL ENGINEER W1 TOP TO - SUPPORT WALL AT BACK I MTL. STUD ; HAYNES WHALEY ASSOCIATES, ` SHOWER WALL SUPPORT INC INK WOOD HOUSTON,TEXAS CABINET WHIRLPOOL FRONT 2'-q' I'-O' 2'-OI' ILL STONE TILE 2-_O. TUB PROFILE WHIRLPOOL TUB TYP. STONE FILL 6�_6. AT SIDE WALL BASE EQ. EQ. MECHANICAL ELECTRICAL FIXED STONE PLUMBING ENGINEER BASE SHOWER STONE TILE Q. S'_4. Q APRON AT TUB DENVER,COLORADO FLOOR DRAIN BASE FIXED STONE REMOVEABLE STONE ACCESS PANEL, POLISH ALL EXPOSED INTERIOR DESIGN AT WILSON&ASSOCIATES PANEL AT TUB EDGES, PROVDE 151H X 34114 CLEAR DALLAS,TX APRON OPENING FOR ACCESS TO WHIRLPOOL PUMP CONTROLS LIFE SAFETY (VERIFY MFR'RS REQ'D CLEAR AND BCER ENGINEERING INC LOCATION, OVERLAP REMOVEABLE ARVADA,COLORADO PANEL SUCH SUPPORT CLIPS ATTACH AT EITHER SIDE OF PLYWO. FACE FRAME PROJECT NUMBER 2094100 02 MASTER 5ATHROOM #2 MASTER 5ATHROOM 02 MASTER 5ATHROOM 02 MASTER 5ATHROOM ISSUE REVISION DATE 5 ELEVATION ELEVATION , ELEVATION s ELEVATION 2.cli. SCALE: 1/2'=I'-O' 2.cI-1.4 SCALE: 1/2'=I'-O' 2.cn. SCALE: 1/2'=I'-O' 2.c17. SCALE: 1/2'=I'-O' .5ATHROOM I ACCESSORIES - TYP. CLU5 UNITS MARK CODE SYMBOL DESCRIPTION MOUNTING Ht. MAW TAI B-O Z TOWEL RM 4'-3' ARF. (U.O.N.) CFCI 2 I TA2 B-Q z ROBE HOOK 5'-6' A.F.F. (U.O.N.) CFCI 10 TA3 B-M � TOILET PAPER HOLDER TYP. 2'-O' A.F.F. (U.O.N.) I'-1' CFCI O C A.F.F. TYP. AT 01 BATHFMS IL �VER SINK 4 SHOWER tA4 B-N 24' TOWEL BAR 42' AF.F. (U.O.N.) CFCI �o rO HEAD O SHOWER DOOR TOWEL BAR 34 A.F.F. (U.O.N.) CFCI TA5 B-P TA6 NOT USED I� TOV REVISION UPDATE 10/05/09 SHOWER TAI g-R CORNER BASKET - SOAP BASKET 5'-O' AF.F. SHOWERS (U.O.N.) CFCI 2'-4' AF.F.�► MASTERTUBS (U.O. ) RFP#059D 03/17/09 HEAD ( \ 017 REV #7 10/19/07 0 WALL MIRROR i _ RE: INTERIOR 4 PAINTED ARD 1� TAB MIRROR(S)(O.C. ABOVE VANITY MOUNTIWs HCsT. RE: INT. DES. CFCI Al DESIGNER A f_ TAI EQ" EQ. SINK(S))(LOCATE BY RE: INT. DES. TAl GYP. BOARD ;, � `� A � A(o 015 REV #G 08/10/07 PAINTED SHOWER STONE TILE ` , tAq B-W I 4'-6' A.F.F. (U.O.N.) CFCI 014 REV #5 05/04/07 P ED 5 TRIM ,. "`.. (O.C. ABOVE VANITYAT SIDE WALL SINK FAUCET _ DOOR SURROUND N. AI4 RE: INC. ELEV. (CLUB UNITS ONLY)) 4 013 REV #4 04/12/07 JOOD BLKG. STONE y WALL STONE SHOWER HOOD BLKG. T,g1O g_S SHOWER CURTAIN ROD MI r A WOOD BLKG. IN , BACKSPLASH CONTROLS 6 8 A.F.F. (U.O.N.) TA3 I I BACKSPLASH WALL / _ I I E TALI IRON CADDY (1)AT ALL UtIL. WS 51-V A.F.P. (U.O.N.) CFCI -- u 4 COUNTERTOP ( TA12 CLOTHESLINE 6'-8' ARF. (U.O.N.) WITHIN CFCI STONE TILE AT '21—z7,7-71-71117 _ CL A-, ��\� \\\� BACK WALL SHOWER OF SHOWER - WOOD BLKG. in �f TA13 �� SAFE (I)AT ALL MASTER CLOSETS 4'-O' AF.F. TO TOP (U.01.0 CFCI TOILE IN WALL `�, ` ( J?1 RE: 546/A2.10.18 E SHOWER GYP. BOARD SHOWER TA14 24' CsRAB BAR(VERTICAL MOUNT) 4'-6' O.C. A.F.F. (U.O.N.),be O.C. MI PAINTED DOOR E TILE WALL 0 TILE WALL i DOOR W/ i AT ALL SHOWERS t TUBS W/ HORIXONTALLY FROM ENTRY N TOWEL BAR SHOWERS WALL EAST WMG WOOD CABINET —— - '- —— FRONT l , ) TA15 FIRE EXTINCxUISHER(1)AT ALL UTIL. 4'-0' A.F.F. (U.O.N.) CFCI NORTH STONE l —— STONE TILE —— REFER TO SECTION 10522 FOR TRUE H FILL 2'-0' BASE STONE TILE DESCRIPTIONS PROJECT KEYPLAN 2 _q SHOWER 5 H. 4 BASE 4 5 TA16 2Y4' WALL RURR OUT AT POCKET DOORS RE: 3'-6' FLOOR DRAIN STONE TILE ADJACENT t0 ELEC. OUTLET BOXES ON q/A2.10.1 BASE SHOWER FLOOR DRAIN ONE OR BOTH SIDES NOTES. A 1 5ATHROOM 1. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR RIRNISHED CONTRACTOR INSTALLED UNIT 4C a #1 5ATHROOM #1 5ATHROOM #1 5ATHROOM O. H. # T M OCHEBATHROOM T AT ROOM �,FAIR,0216 0 1 TO BE FULLY PLIANT NESANSII TiB.1 AY1A AT ALL INTERIOR ELEVATION E ELEVATION ELEVATION 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. ELEVATIONS �l 10 i l 12 4. REFERENCE A2.10.q FOR FAIR HOUSIWs UNIT BATHROOM STANDARD DETAILS. 2.CI7.4 ' ' • .GIl.4 ' ' ' 2.GI7.4 SCALE.- 1/2"=V-0' 2.GI7. SCALE: 1/2'=1'-O' .E E b" °- SCALE: 1/2 =1 -O SCALE: 1/2 =1 -O aC� 2 2 �� SCALE: 1/2' z 1'-0' A2 . C 17 . 4 S AFEbuilt Colorado 0 T-0' 4'-0' r- 2 LE EQ. 0.C. WD. GROWN SINK WD. CROWN MOLDING WD. CROWN WD. CROWN --- MOLDING MOLDING 6 MOLDING 10/19/01 GYP. BOARD TUB HEADER 2--l. (T FAINTED T12"'--l' (TO A WALL WALL MIRROR TILE ED�E) LE EDGE) STONE RE.- INTERIOR WALL MIRROR WOOD 5L.KG. IN Al TILE RE.- INTERIOR WALL STONE WALL DESIGNER .............................................................. 11-01 DESIGNER Al 111 1/2' c� z TILE GYP. BOARD GYP. BOARD TAI GYP. BOARD 1.-0. 0 (L PAINTED- STONE WALL WOOD 5LKG. IN w I PAINTED FAINTED TILE WALL -Jo w W 4 11,4 SINK FAUCET > SINK FAUCET _ 10-01 PEDESTAL PEDESTAL TUB FAUCET 4 TUB FAUCET 4 �i� CONTROLS SINK SINK I I O L -1 TA3 CONTROLS L I 121 Z WOOD 5LKG. IN _3 tu_q WALL AT BACK WOOD IBLKG. IN U_ EQ, EQ. 5ACKSPLASH SHOWER WALL WALL STONE ri ii -10 ,I - tu , I 5ACKSPLASH th-1 4 COUNTERTOP c, cli STONE TILE 0 WOOD BASE 04 CABINET TUB WOOD 5LKC-s. IN u 0 U- L N u FRONT Ulm A WALL 51--J 04 FILL, MAR H W WOOD 5LKG. IN STONE TILE MARBLE LE WALL PANEL STNS TILE STONE TILE WALL BASE BASE STONE TILE BASE BASE 02 5ATHROOM 02 5ATHROOM 02 5ATHROOM 1*2 5ATHROOM GUEST 5ATHROOM GUEST 5ATHROOM ELEVATION 2 ELEVATION 3 ELEVATION ELEVATION ELEVATION ELEVATION SCALE.- 1/2"=1'-O" SCALE.- 1/21=11-01 \kAX_11_5 SCALE.- 1/211=11-011 SCALE.- 1/2"=1'-0" SCALE.- 1/2"=P-0" SCALE.- 1/2"=1'-V OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY 4 IM. AVON,COLORADO 10. WD. CROWN MOLDING EQ -ON EQ. L DESIGN ARCHITECT GYP. BOARD 4240 FAINTED Denver, Colorado -GYP. BOARD FAINTED _&' DEEP OPEN ARCHITECT OF RECORD SHELF W/ COAT ROD BELOW GLOVER SMITH BODE,INC WOOD 5LKG. IN OKLAHOMA CITY,OKLAHOMA A WALL STACKING WASHER 4 DRYER CIVIL ENGINEER BEYOND IN DRYER DOUBLE ALPINE ENGINEERING,INC �%f_/,%�_/,!�1�1f J_/.%� � UTILITY CLOSET BULKHEAD VAIL,COLOR-ADO CENTER SUPPORT LANDSCAPE ARCHITECT BRUSHED S E GROUP STAINLESS ROD BURLINGTON,VERMONT STONE TILE TILE BASE STRUCTURAL ENGINEER BASE HAYNES WHALEY ASSOCIATES WASHER INC Vt HOUSTON,TEXAS 21-01 MECHANICAL ELECTRICAL PLUMBING ENGINEER ABS CONSULTANTS INC DENVER,COLORADO INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX LIFE SAFETY BCER ENGINEERING INC GUEST 15ATHIROOM UT I L I TY ROOM A& ARVADA,COLORADO ELEVATION 8 ELEVATION PROJECT NUMBER- 2094100 C�11 5 SCALE.- 1/211=11-011 2._11.5 SCALE.- 1/2"=1'-O" ISSUE REVISION DATE IBATHROOM ACCESSORIES TYF. CLUB UNITS 1. . MARK CODE SYMBOL DESCRIPTION MOUNTING HT. REMARK TAI 5-0 _T_ TOWEL RING 4'-3' A.F.F. (U.O.N.) CFCI TA2 5-Q m ROBE HOOK 5'-6' A.F.F. (U.O.N.) CFCI TA3 B-M TOILET PAPER HOLDER TYR 2'-O' A.F.F. (U.O.N_) I'-I' c:r-c:l A.F.F. TYP. AT M BATHRMS TA4 5-N 24' TOWEL BAR 42' A.F.F. (U.O.N.) CFCI TA5 5-10 SHOWER DOOR TOWEL BAR 34' A.F.F. (U.O.N.) CFCI TAro NOT USED TAI 5_R COWER BASKET - SOAP BASKET 5'-O' AF-F,6 SHOWERS (U.O.N.) CFCI 2'-4' AF.F.Q MASTERTU15S (U.O.N.) TA5 MIRROR(S)(O.C. ABOVE VANITY MOUNTING HGT. RE, INT. DES. CFCI SINK(S))(LOCATE BY RE.- INT. DES. 1 017 REV #7 10/19/07 TAcI 5-W I 4'-6' A.F.F. (U.0,K) CFCI 015 REV #6 08/10/07 (0.CANWVE V�ANITYMTSIDE MAL�L 4 - INT. ELEV. (CLUB UNITS ONLY) REV # 04/12/07 TRIO 5-5 SHOWER CURTAIN ROD 6'-8' A.F.F. (U.0,K) CFCI TALI U IRON CADDY (1)AT ALL UTIL. RMS 5--6' A.F.F. (U.0,K) CFCI TA12 CLOTHESLINE 6'-8' A.F.F. (U.O.N.) WITHIN CFCI CL SHOWER VIIA TA13 SAFE (1)AT ALL MASTER CLOSETS 4--0' A.F.F. TO TOP (U.O.N.) CFCI RE.- 546/A2.10.18 d TA14 24' GRAB BAR (VERTICAL MOUNT) 4'-6' O.C. A.F.F. (U.O.N.), VO.C. CFCI AT ALL SHOWERS 4 TUBS W1 HORIZONTALLY FROM ENTRY SHOWERS WALL EAST WM FROJ= TAI5 FIRE EXTINGUISHER (1)AT ALL UTIL. 4'-0' A.F.F. (U.O.N.) CFCI 110R� RMS REFER TO SECTION 10522 FOR DESCRIPTIONS PROJECT KEYPLAN TAI& 2Y4 WALL FURR OUT AT POCKET DOORS RE.* ADJACENT TO ELEC. OUTLET BOXES ON 9/A2,10.1 L ONE OR BOTH SIDES NOTES., I. ALL ACCESSORIES MI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED 2. BATHROOM M AT UNITS #001,0216 4 0218 TO BE FULLY COMPLIANT W1 ANSI A111.1 TYPE A. AT ALL UNIT 4Cc C) OTHER UNIT BATHROOM M,FAIR HOUSING 4 ANSI A111.11 TYPE 5 GUIDELINES MUST BE APPLIED. INTERIOR 00 1-1 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. CD ELEVATIONS C� 4. REFERENCE A2.10.9 FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. 2 6 200$ SCALE.- 1/2' = 1'-0' A2 * C17 5 Colorado S�,FDUA o C 0 21-01 41-0l U 01 48 50 58 62 36'-81/2' 28'-2 1/2' 5'-8 1/2' 5'-10 1/2' q'-q 1/2' L 15'-4 1/2' 8'-1' (TO SHAM) MASTER - , ' 2 ENTRY ' ' ' .CIS 4Cb621 f PzaA c� I I N ........................... • ° T14 P5 T25 ■ O x i 1'-5 1/2' 101/2' 4'-101/2' 3'-5 10'-101/2' • M MASTER P13 ---------------------------.� ° V � I I BATHRM._ MECH. ♦ _ H 4Ck�622 T18, � O , Cb626 0 C' O N 3 I O II T24� �� - -- 2 MASTER CIB. , I-1,4TCI-IED �4RE�4 _ ■ N— SHOWS PUBLIC p - T24 BATHROOM 4 - o j P13 r� N O SPACE 2 ,4,1.6.3 � O r, 1............ wi-rww�-tw ■ ' O TOILET P13 T18 ° CORK �„ MASTER � O Cb62 • '� AGf TOILET P5 `t Cb623 CLOSET 1 Cb62 T23 - 4Cb61q ---------- ------------ r - a b I PI <t A O m w MCI CN I N I PI3 � � � � � � � � � ° 8 -3 1/2 6 -q 1/2 4 -� 1 -1 6 I AA - - - - -- - - - - - - - 1EA - - - - a - - - 10/A2.-10.1 T23 • &— MASTER OWNER/DEVELOPER 02 N CLOSET HEAD MASTER 4Cb615 VAIL RESORTS N MASTER AR WALL BEDROOM II DEVELOPMENT BEDROOM IoiA2.-to.-t I 4Cb61� I i ' COMPANY Cb625 I AVON,COLORADO O O O P5A �' f O I DESIGN ARCHITECT - MECH. - � O 4240 -- - - - - -- - ---- ---- I GE� _ _ L -0 - :T2_ o 0 0 0 I Denver, Colorado mm ELM mm mm f € J BALCONY 4� TI4B i i I ARCHITECT OF RECORD -4 1 O ■ € ■ GLOVER SMITH BODE,INC .CIS =3 OKLAHOMA CITY,OKLAHOMA BEDROOM CIVIL ENGINEER' �4 ALPINE ENGINEERING INC BALCONI' Cb60 N i T16 I UTILI '-" I ; 6 VAIL,COLORADO O 4Cb6 3 .CIS HANDRAIL ' F ---- LANDSCAPE ARCHITECT ` 6'-1' 5'-O' q'-6 1/2' #� S E GROUP LINE OF BALCONY SLAB --�- - ---- I I BURLINGTON,VERMONT 4 ' ' EDGE O .CIS O TIS Ed O ; GUEST ■ O ■ BATH I STRUCTURAL ENGINEER ASSOCIATES, CAST STONE CAP `�' ■ . B HAYNES WHAL Y ,INC TYP. P13 T22 CORR 4Cb612 HOUSTON TEXAS .w.ww. ww.w ww.w..www�f ■ ■ £ I s 4Cb611 ' J TIS CL05. ; ; I MECHANICAL ELECTRICAL ■ BATH � I Cb6O PLUMBING ENGINEER �� ............. �� ABS CONSULTANTS INC "S DENVER,COLORADO ■ ,� Cb60 CLOS. ' ■ ■ I O I INTERIOR DESIGN ' O r T22 4Cb610 °- WILSON&ASSOCIATES — , ..... DALLAS,TX ■ ° LIFE SAFETY I P13 BCER ENGINEERING INC CAST STONE CAP '� ''o • AAO ARVADA,COLORADO TYP,P. (n (n .w.. .........w.■ 1 o P5 FOYER E N_ - N - - ------ - - - - - - - ------ - _' - - - ``� O 4Cb600 - - I N\ NOT PROJECT NUMBER 2094100 T13 ' O ISSUE REVISION DATE 2 -3 I/2 THE SCHEDULED FLOORING MATERIAL IS TO BE RUN UNDER THE CABINETS AT THE 11'I 15'-8' q'-O I/2' 5'-6' 4'-5' 3'-01/2' 10 6'-4' ' REFRIGERATOR, WINE COOLER, DISHWASHER, TYPICAL. ALSO RUN FLOORING MATERIAL UNDER N . .wwww....w.w.www.ww 8�--— -—------ ----- -- THE KITCHEN SINKS AND AT WORK AREAS HAVING KNEE SPACES At TYPE-A UNITS, TYPICAL. N BALCONI' I 1 'YE „� i i r�2ga I KITCHEN/APPLIANCE MODIFICATIONS ARE TAGGED 4 CLOUDED ON THE DRAWINGS AS ASI X60. HANDRAIL - , I I LIVING DINING �,� THESE CHANGES ARE t0 BE PRICED AS PW44 AS ISSUED BY GSB-INC. LINE OF I Cb60 '� - A I# O € V I Cb6O O TOV REVISION UPDATE 10 05 09 — BALCONY SLAB ` ■ i€ ---� ■ I - RFP#59G R1 08/11/09 EDGE o ,i , I SS - - - - - - - - - - - — - - ■ �___ _ € i ■0 #59G 07/29/09 _ I 9 i € I REVISION '1 GENERAL NOTES: RFI#1624 06/26/09 N •---------------.. 2.704 ------ ITCHEN C18. 1. WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO OUTSIDE FACE OF STUD. REVIEWED �Y RFP#59E 05/13/09 4 4Cb�oOi --E -- , 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED RFP#59D 03/17/09 00 P5 ----- � 1'_4' DIMENSIONS TO NEAREST GRID (AT PLANS W/ STEEL GRIDS). OCT �d0 xirct> vnrr>>nxcE 12/12/08 ' --------'` --- 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). , G sEE - - - - - - - - - - --- — — — — 'T — -- .--- 4. REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT � ��. �as1tC�,�� ASI#60 12/05/08 I L� T14B 1'-(p'° 9: 5 PLAN(S). 017 REV #7 10/19/07 S I III �-' 7 I CAST TONE CAP I � o TYP. I I u'3 N _ � , • .CIS I 5. BALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED 015 REV #6 08/10/07 ELSEWHERE IN DRAWINGS, Aro I I I •RTC o N BATH ( APPLIANCE REVISION 5 014 REV #5 05/04/07 T6 "2 - m Cb60 �� I cil INTERIM PRINT SET CLOS, O BEDROOM ' TI$ i 6- A01 3 REV #4 04/12/07 III � ■ II Cb60 Cb60 I I 11'■ C _8 I ASI %0 (11-21-06) I-Et ° ; � BRACE E Pl3 ■ , ■ IN WALL Q I ASI %0 (12-05-05) PLANS ONLY is GENERAL NOTES - I. TYPICAL ENTRY DETAILS t ELEVATIONS RE: SHEET A2.10.15. n, I'-3 1/2' ' 2. REFER TO SHEETS A6.1 AND A6.1.1 FOR TYPICAL FLUE DETAILS. `•. ,.f -', 3. REFER TO A2.10.1 FOR ROOM FINISH 4 DOOR SCHEDULE AND ADDT'L GENERAL NOTES. u z - �, O O 4. REFER TO ENLARGED FLOOR PLANS FOR ALUM. CLAD EXT. WINDOW DOOR DESIGNATIONS easrwir )AEP;! 5. ALL FIREPLACE FLUE PIPES ARE TO HAVE A Y4' RISE PER 1'-0' HORIZONTAL RUN. THIS IS NORTH 1'_2' o I BRACE E-1 TO INSURE PROPER VENTING OF HOT GASES AS REQUIRED BY MANUFACTURER ORTH IN WALL ' 6. PROVIDE 1/4' WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT PROJECT KEYPLAN E P BELOW REFRIGERATORS. Al I 1. MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH MECHANICAL DOCUMENTS. REFER A6.23 FOR DETAILS. Q 3'-9 1/2' 3'-1' P E q'-11 1/2' 8' 1'-O' 5'-11 1/2' 8. REFER TO SHEETS A2.10.q E 10 FOR UNIT REFERENCE STANDARDS. UNIT 4Cb 42'-1' ' UNIT PLAN I FLOOR PLAN 4C:b, UNIT 06 2 E� A2 * C18 * 1 2.C1s SCALE: 1/4'=1'-O' SCALE. 1/4' = 1'-0' PLAN NORTH 8 2'-0' 4'-0' s'-o' W, 48 50 58 62 OHATCHED AREA TYP. - �, DESIGNATION OF R-11 UNFACED GATT INSUL. ABOVE CEILING ASSEMBLY 't. R O — O — e - : ; ' O A A.F.F. �•x..�, .,� - - ZH +1 1_$1 I . I T B = I A.F.F. I O � i O e• . I Qx- 1,4 N V o ��yT '�Fi a2 ' ' ( 1 . • • W f 4E� - A.F.F. .�" .. rh AA ti F f • i ti.5 w b �— OWNER/DEVELOPER l M`'k A? ; I VAIL RESORTS w LL 1,r4T VARIES € DEVELOPMENT r�y. A.F.F. COMPANY LL AVON,COLORADO } 2 } Q A.F.F. r I I DESIGN ARCHITECT A.F.F. +$'-O' Q - Q $'-O' LINE Q '- Q A.F.F. ' • '• ' ' RAE 2 0 Denver, Colorado GD- ARCHITECT OF RECORD t i GLOVER SMITH BODE,INC t , OKLAHOMA CITY,OKLAHOMA ~-� I CIVIL ENGINEER ALPINE ENGINEERING,INC F 05 � VAIL,COLORADO A LANDSCAPE ARCHITECT XN I S E GROUP BURLINGTON,VERMONT STRUCTURAL ENGINEER s " � Z HAYNES WHALEY ASSOCIATES, HATCHED AREA Tl'P. O _ _ " f \,,� O INC DESIGNATION OF R-11 r ,,v ;12 i HOUSTON,TEXAS UNFACED GATT INSUL. »A Vr W� +$'-Q'� MECHANICAL ELECTRICAL ABOVE CEILING ASSEMBLI' A.F.F. ' PLUMBING ENGINEER ? € ABS CONSULTANTS INC 1 \ t I DENVER,COLORADO INTERIOR DESIGN -4N Lr141- A. F. WILSON&ASSOCIATES A.F.F. m DALLAS,TX ALIGN SLOPE OF NORTH TO ® ` � '�., ."M err��" THAT OF SOUTH SO PEAK BCER ENGINEERING INC ALIGNS AS SHOWN. A.F.F. L ARVADA,COLORADO r� O 2'- '2'-O°) 6 SIM. P E PROJECT NUMBER 2094100 O .10.1 0 Q "' f _ ISSUE REVISION DATE zk � REVI S I ON 1 GE N ERAL NOTES.- VARIES +$ -o *B�'°� � ' 1. WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO I A.F.F. A.F.F. A.F.F. OUTSIDE FACE OF STUD. O 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED >L !` I � O DIMENSIONS TO NEAREST GRID lAT PLANS W/ STEEL GRIDS). r ' ' L-'� - p! 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). _ _,_ a � P _ ' 4. REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT J ; - � EI I 5. BALCONY RAILINGS 4 FASCIA ADJUSTED AS NOT REVIEWED F0Y ' ELSEWHERE IN DRAWINGS, N 1� T 0 V REVISIOI3 UPDATE 10/05/09 VA IES OCT 2 2 20I99 RFP#59G 07/29/09 Lk KIT -4F\ A.F. . st I SAFE-built Col re o C I ~ I A.F.F. RFP#59D 03/17/09 c ffiN mpuANm 12/12/08 x £ xir- _ C REFLECTED CEILING INCA NOTES: CHANGES # ASI#GO 12/05/08 1. RE: q/A2.10.5 FOR TYPICAL AT UPPER COFFER TRANSITIONS AND FOYER CEILING TRANSITIONS, 017 REV #7 10/19/07 A..F. � Q +$'-O' 2. FOR RECESSED DRAPERY TRACK RE: 1/A2.10.5 FOR FURR DOWN TRANSITIONS ro 015 REV #6 08/10/07 A.F.F. ADJACENT TO EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER EXTEND FIREPLACE FLUE UP TO CL *�2� � �-H �`'``�-- BEDROOMS, I/A2.10.5 IS SIMILAR AT ALL BEDROOMS 4 STUDIES WITH EXTERIOR s 013 REV #5 05/04/07 WINDOW WALLS, INDICATING POCKET. 013 REV #4 o4/1z/o7 ABOVE CEILING. FOLLOW ROOF I P G II -~ '�°� � ` ____ - 4 SLOPE UP UNTIL 36' MIN. FROM �..` -- 3. RE: 3 4 3A/A2.10.5 FOR CEILING TRANSITION TO 8 CEILING AT KITCHENS. EXCEPT b&03 / I VARIES NOT AT CLUB UNIT KITCHENS, VALLEY, TURN UP TO ROOF CAP A.F.F. 4. RE: 3A/A2.70.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND RE 14/A�.-1, 10/A6.1.1 I P E WHIRLPOOL TUBS, EXCEPT WHERE THERE ARE SLOPED CEILINGS, 1 5. SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED 1/2' PER FOOT IN WHOLE OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE HEIGHT VARIES. OTHER UNIT I - GENERATORS ARE t CEILINGS,,HAVE LEVEL PJECT NOT EQUIPPED WITH STEAM r I 6. ALL ANC IL I ( U M C AN A C ETS: IN THICK DUCT LINER 6 ROOMS I VARIES FROM GARDEN LEVEL THRU 4TH LEVEL. EXPOSED TO FIREPROOFED STRUCTURE AT EAST WWs Li A.F.F. O O b 5TH 4 6TH LEVELS. PROJECT P D L F T YE I N A T -6 OVE NORTH P COUNTERTOP U.O.N.. PENDANTS TO BE HORIZONTALLY EQUALLY SPACED OVER NORTH PROJECT KEYPLAN BAR WITH FIXTURES ADJACENT TO CABINETS, TO CLEAR CABINET DOOR SWINGS, I -MA RI Y ALL LIGW FIX LOCA IONS WITH I E 10 EVA S ND IL TO INSTALLTION. 6 FURNITURE PLANS, FOR OWNER/ARCWITECT APPROVAL PRIOR I 6 A .0. . 6 q. IN COFFERED CEILING AREAS, THE CEILING WEIGHTS ARE INDICATED AS 10'-01. 4 UNIT 4Cb � CEILING THIS NOTE IS TO ADVISE TWAT THE INTENT OF THIS HEIGHT INDICATION IS TO INSTALL REFLECTED R LE I+ED THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. CEILING PLAN 1 FLOOR PLAN 4Cb, �.FN �T #�2 � 10, REFER SWEET A2.0.1 FOR UNIT LIGHTING LEGEND. 11. AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS " 2.CI8 SCALE: 1/4'=1'-O' POSSIBLE W/ SMOKE DETECTORS ADJACENT. 0 12. ALL UPPER KITCHEN CABINETS TO HAVE UNDER CABINET LIGHTING. PLAN NORTH A2 * C1 8 * 2 O 2'-0' 4'-0' 8'-0' 2,o. 48 co '17 m co TOP EDGE OF WATCHED AREA - TYP I STEEL 'L' 11 cn U) can cn BAR COUNTER- UNDER STONE TOP, BRACKET SCREW BI-10 1/2' 1'-8 1/2' TOP STEEL PLATE WELD ATTACHED TO PIPE 4 ATTACHED TO FLOOR AT 50TH EQ. L 12'-3 1/2' SIDES L SQUARE PIPE _1 1. L BI-5 1/2' OF PIPE REMOVABLE BASE 2' SQ. CABINET (BELOW .511 ro 1-21 11-01 ----10 1/2' METAL PIPE COUNTER 4 SINK)--� -EQ, Ea. 10/19/01 5' LI L 2'-O 1/ �L 3.-31/21 2'-2 1/2 sK P21 P5 5'/ 12 v9 RANGE I r 4 OVEN RR HOLD, /-DIISH WASHER --T Lu EXAUST TUB 1j1c*-1 11,4 CA HOOD 7 (3 w I OVA LE CAB. Q�)ij T TA2 - - I P5 - - o 0' SEC ION-KITCHEN E VANITY 0 SINK '41 1 1 1 1 d I COUNTERTOP` ET u k 17 TUB 1 0.H. I 1-1 - Li 2 TAq C113 2.Cl& O.P. -1-3,-Io 1/21 4 2 TA3 A Cie Cie. ro L O.H. 0 O.H. im. CLR' Cie. -CIA- Cie. U .H. ro O.P. 1.4 0 CT, MICROWAVE 2 Cie F2 u u AT OPEN ---sl- 0-w- Zj F1 I SHELF Sim. F_t= VANITY-- WINE 01 /In COUNTERTOP 17- A ,11 I 1 .4 CHILLER f N 0 a, 10- 21-0- TOP EDGE OF I I WORKSUFir-ACE J _j w TAI COUNTERTOP FLOOR I > SLOPES 3 MTL, STUD LIS' MTL. STUD ;n TO DRAIN-- TAI TA1 lu FLOOR L C:t TA3 SLOPES I TO DRAIN--/- u + 3: 7n F i11 I 11-1. 31-01 -11-11 21 f f 7 OWNER/DEVELOPER I'-ro 1/2' ro'-ro 1/2' VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN KITCHEN MASTER 5ATH 411 MASTER 5ATH $12 DESIGN ARCHITECT SCALE,- 1/2"=1'-O' SCALE.- 1/21=11-ok SCALE,- 1/21=11-0. 4240 1. Denver, Colorado ARCHITECT OF RECORD sEE L 1'-6 1/2' GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA ;q CIVIL ENGINEER TA1 ALPINE ENGINEERING,INC TUB— E) VAIL,COLORADO LANDSCAPE ARCHITECT S E GROUP BURLINGTON,VERMONT TA2 TAI STAC<ING > .Cie. WA%EIR 4 STRUCTURAL ENGINEER 12 4 4& DRYER 2.08 2.Cla. S� 7 rip.r. HAYNES WHALEY ASSOCIATES, q Cie. [_!�N INC =\1 3 - r_ . LL T 5 Lu ji HOUSTON,TEXAS Cie TA3 Cie. 'cla \X Cie. -T===TAI cli O.N. 2 O.N. MECHANICAL ELECTRICAL VANITY _j 2.08 F PLUMBING ENGINEER COUNTERTOP 2 Cie 13 T 0 O.H. 3: Sim. 0 ABS CONSULTANTS INC Li r DENVER,COLORADO 0 TA3 INTERIOR DESIGN 2 C18. WILSON&ASSOCIATES TA3 0 _j q -10 DALLAS,TX TOf ET T" - 3: LIFE SAFETY BCER ENGINEERING INC r ARVADA,COLORADO F E r r r T HOLD I' PROJECT NUMBER 2094100 21-ON 4 5'-11 1/2 ISSUE REVISION DATE Is VANITY 10'-a 1/2' COUNTERTOP ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN 5ATHROOM 01 5ATROOM *2 GUEST 5ATH UTILITY ROOM A \�Z,cjla SCALE.- 1/2"=1'-O' Q C I ja- SCALE.- 1/21=11-01 SCALE.- 1/2"=P-O" SCALE.- 1/2"=1'-O" 5ATHROOM ACCESSORIES TYI=. CLU5 UNITS I.D. MARK CODE SYMBOL DESCRIPTION MOUNTING HT. REMARK 21-31 31-40 TAI 5-o _T_ TOWEL RING 4'-3' A.F.F. (U.O.N.) CFCI STONE 5ACKSPLASH S Im. TA2 5-Q ROBE HOOK 51-61 A.F.P. (U.O.K) CFCI 2 1 4 3 5 TA3 5-M TOILET PAPER HOLDER TYR 2'-O' A.F.F. (U.O.N.) 1'-7' CFCI 21-ql L 10. FILL 10 A.F.P. TYP. AT q 5ATHRMS .-r,. C I ---ft UPPER WOOD EQ. EQ- L 2'-O' LCIN 3 -11/21, CABINET DOORS TA4 5 BAR 42' AF.P. (I.I.O.N.) CFCI FILL FILL- W1 WE). CROWN TA5 5-fm SHOWER DOOR TOWEL BAR 34' AF.F. (I.I.O.N.) CFCI MOLDING TA& NOT USED N UPPER WOOD CABINET FIXED TAI 5_R COWER BASKET - SOAP BASKET 5'-O- AF.F.6SHOWEf;6 (U-O.N.) CFCI /1�017 REV #7 10/19/07 Fr FRONTS PENDANT LIGHT 2'-4' A.F.F.G MASTERTU5S (U.O.N.) EXHAUST HOOD - BUILT-IN OPEN To TA8 MIRROR(S)(O.C. ABOVE VANITY MOUNTING WGT. RE.- INT. DES. MI A& 015 REV #6 08/10/07 UPPER CABINET - -:T MICROWAVE 141 STONE 5ACKSPLASH BEYOND W/ GLASS DOORS 4 STONE COUNTERTOP 4 PENDANT LIGHT UNDER CABINET TILE 5ACKSPLASH L-A L-A L TAq 5-w 4'-6' A.F.F. (U.O.N.) CFCI 4 013 REV #4 04/12/07 LIGHTING BAR TOP W1 (O.C. ABOVE VANITYAT 11 SIDE WALL A BEVELED EDGE EQ. EQ. INT. ELEV. (CLUB UNITS ONLY) STONE COUNTERTOP 4 BAR TOP W1 5 1/4! L CA LL EQ. EQ. L TRIO 5-s 1 SHOWER CURTAIN ROE) (0 -8 P.P. (U.O.N.) CFCI FILL N ii 1., BEVELED EDGE— w STONE CADDY COOK TOP k 21-0@ LOWER WOOD > WOOD CABINET DRAWER COUNTERTOP 4 -VARF. (U.O.N.) WITHIN SUPPORT CLOTHESLINE V OVEN (VERIFY MFR'S FRONTS BAR TOP 141 TA12 CFCI GL REQ'D CLEAR) 5EVLED EDGE BRACKET SHOWER STONE BACKSPLASH RE.- A2.10.6 tAl3 SAFE (1)AT ALL MASTER CLOSETS 4'-O' A F.F. TO TOP IU.O.N ) GFCI LOWER WOOD (1). 77- 00, CABINET W1 DRAWERS wl 4' BEVELED TOP ff STAIN GRADE WD. RE.- 54(o/A2.10.18 FRONTS (TYP) EDGE 4 EXPOSED W < DISHWASHER Ea. L Ea. L Q. SIDES LL EXPOSED CORNERS)-- TA14 24' GRAB BAR(VERTICAL MOUNT) 4'-6' O.C. A.F.P. (U.O.N.),6' O.C. CFCI EAST WlWa WINE CHILLER AT ALL SHOWERS 4 TUBS 141 HORIZONTALLY FROM ENTRY V LOWER WOOD CA fij SHOWERS WALL PROJECT O CABINET FOR WD TRIM W1 0 ED GRADE S RUE HEET PAN CORNERS STAINED NORTH 113 STORAGE MITERED ff T4G WOOD PLANKS-- TA15 FIRE EXTINGUISHER (I)AT ALL UTIL. 4'-O' AF.F. (U.O.N.) CFCI PROJECT KEYPLAN -FILL PILL--, I&-FILL FILL REFRIGERATOR TYP, WOOD �+ �. FILL Rtis REFER TO SECTION 10522 FOR 21-01 FILL 31-01 1 DESCRIPTIONS FILL 3 1/2"---,\, 24' WALL PURR OUT AT POCKET DOORS RE: 1'-5 1/2' 1 11 1'-5 1/2' 1-0 BASE 4N 5 .E ADJACENT TO ELEC. OUTLET BOXES ON q/A2.10.1 k1-2 -11 1/2' 21-Om ) (VERIFY MFR'S FILL I 1/2'(VERIFY MFR'S SINK CABINET 1'-O' VARIES (RE.- ENLARGED PLAN) ONE OR BOTH SIDES REQ'D CLEAR) "Figicip, DOOR FRONTS (VERIFY MRPRS UNIT 4Cb o REQ'D CLEAR) V9IM. 1'-3 1/2' REQ'D CLEAR) NOTES, (PER MFR'S n !r I. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED ENLARGED LOWER WOOD REQ'D CLEAR) H. 1 UVED BY 2. BATHROOM M AT UNITS #00q, #21ro 4 $218 TO BE FULLY COMPLIANT 141 ANSI A111.1 TYPE A.. AT ALL 00 CD CABINET W/ PLANS & CD OTHER UNIT BATHROOM M,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST 13E APPLIED. TOP DRAWER i 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. ELEVATIONS TYf=. FE8 2 5 2008 REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. 4. STONE COUNTERTOP 141 BEVELED EDGE '\FEbuilt Colorado SCALE. 1/2' I'-O' A 2 • C 18 * 3 u KITCHEN ELEVATION KITCHEN ELEVATION KITCHEN E L E VAT I Ott COUNTERTOP OP 7n-1 F L-0 i II 1 Dill M_ O.H.0.H. < SCALE.- 1/2"=1'-0" 2.c18. SCALE.- 1/211=11-011 1* SCALE.- 1/2"=1'-0" 0 21-Ol 41-01 U rn STONE TILE 2 3 TRIM 2 WE). CROWN SHOWER WD. CROWN a WD.MOLDING HEAD MOLDING MOLDING GYP. BOARD A PAINTED BOARD GYP. 50ARD WD. CROWN GYP. BOARD WALL MIRROR--\ CEILING FURR MOLDING FAINTED RE.- INTERIOR I F_ DN. GYP. BOARD DESIGNER GYP. BOARD N t*�4 EQ L EQ. FAINTED EQ. EQ. PAINTED STONE TUB PLATFORM TOP, TAI SHOW J STONE WALL FRONT 4 TUB 5ACKSPASH TA9 ER 5ACKSPLASH RE.- TUB I A STONE TILE WALL PANELS DOOR SECTION DETAIL 10 AT BACK SINK FAUCET WOOD 5LKG. STONE SHOWER WALL WOOD 5LKG. IN WALL SHOWER 5ACKSPLASH 4 )4 UNDERMOUNT IN WALL CONTROLS WOOD 5LKG. IN �TUIB FAUCET 4 III SINK WOOD 5LKG. IN WALL CONTROLS STONE SHOWER DOOR 5ACKSPLASH ---il STONE WALL WALL W1 TOWEL BAR Zzz� 4 COUNTERTOP x >n f 14 CUB SECTION DETAIL 0 WOOD CA51NET F=01 POCKET FRONT W1 TOP DRAWER GYP. BOARD 5ACKSPLASH DOOR - - - - STONE WALL PAINTED FFF-----7 110 STONE TILE �1 SINK WOOD CABINET TILE TOILET BASE FRONT (,Vd WHIRLPOOL TUB 1 0.4 AT SIDE WALL TU5 PROFILE REMOVEA5LE STONE u WOOD CABINET VIC u ACCESS PANEL, POLISH 9E ALL EXPOSED EDGES, DRAWER FRONT (3 REMOVABLE BASE + 21-00 EQ. (1) LARGE FILL 21-9- 21-6,1 -FILL r STONE TILE \--STONE SILL L CABINET (BELOW \—STONE TILE W/ STONE TILE PROVDE 15'W X 20'W DRAWERS) COUNTER 4 SINK) 5ASE �EMOVABLE CAIN CLEAR OPENING FOR SHOWER BASE TYP. BELOW ACCESS TO WHIRLPOOL SECTION FLOOR DRAIN STONE TILE PUMP CONTROLS (VERIFY BASE MFR'R5 REQ'D CLEAR FIXED STONE AND LOCATION, OVERLAP PANEL AT CUB REMOVEA5LE PANEL Cn APRON SUCH SUPPORT CLIPS ATTACH AT EITHER SIDE OF PLYWD. FACE FRAME :01 MASTER 5ATHROOM *11 MASTER 5ATHROOM 01 MASTER 5ATHROOM *11 MASTER 5ATHROOM ELEVATION C. H. 2 ELEVATION O. H. , S I M. r--s\ ELEVATION C. H. OWNER/DEVELOPER .3 r4---� ELEVATION O. H. SCALE.- 1/2'=1'-O' z.c18. SCALE.- 1/21=11-01 1<2je- SCALE.- 1/211=11-011 2.c18. SCALE.- 1/21=11-01 VAIL RESORTS DEVELOPMENT COMPANY STONE TILE AVON,COLORADO 1 2 3 TRIM wo. CROWN SHOWER WD. CROWN DESIGN ARCHITECT MOLDING HEAD WD. GROWN MOLDING MOLDING GYP. BOARD Z PAINTED GYP. BOARD WD. CROWN GYP. BOARD 2 0 If MOLDING PAINTED WALL MIRROR CEILING FURR i I]-ON RE.- INTERIOR F 11�_ DN. TAI GYP. 50ARD EQ. EQ. DESIGNER GYP. BOARD FA INTED EQ L EQ Denver, Colorado 4 PAINTED I — STONE TUB PLATFORM TOP, STONE WALL FRONT 4 TUB 5ACKSPASH 9 TAl TAq SHOWER 5ACKSPLASH RE.- TUB 2 TA4 STONE TILE WALL PANELS ARCHITECT OF RECORD SINK FAUCET D06R G_/p SECTION DETAIL 40-10 AT BACK GLOVER SMITH BODE,INC SHOWER WALL -TU5 FAUCET 4 WOOD 5LKG. IN WOOD 5LKG. SHOWER STONE WALL OKLAHOMA CITY,OKLAHOMA UNDERMOUNT IN WALL 5ACKSPLASH — WOOD 5LKG. IN CONTROLS SINK CONTROLS WOOD 5LKG. IN WALL CIVIL ENGINEER STONE - ----- WALL JA 11 SHOWER DOOR ALPINE ENGINEERING,INC 5ACKSPLASH TONE WALL W1 TOWEL BAR VAIL,COLORADO 4 COUNTERTOP 5ACKSPLASH F 1/2' 4 4 E LANDSCAPE ARCHITECT TUB SECTION El - m On\ -1 STONE WOOD CABINET DETAIL _ , " , r-- . It E GROUP POCKET 5ACKSPLASH BURLINGTON,VERMONT FRONT W1 TOP DRAWER 0 GYP. BOARD DOOR STONE WALL FAINTED STONE TILE WOOD SINK C A5INET TILE TOILEj, STRUCTURAL ENGINEER FRONT A 5ASE HAYNES WHALEY ASSOCIATES, 10 A INC WOOD CABINET loll I f 71M CUB PROFILE DRAWER FRONT (3 IL STONE SILL 21-01 HOUSTON,TEXAS DRAWERS) 4 -STONE TILE \—STONE TILE W1 STONE TILE EQ EQ. MECHANICAL ELECTRICAL AT SIDE WALL BASE E _91 10 BELOW PLUMBING ENGINEER Ea. (1) LARGE F VL- � WHIRLPOOL TUB BASE EQ I-EQ. ABS CONSULTANTS INC F I L L SHOWER x REMOVEA5LE STONE ACCESS DENVER,COLOR-ADO FLOOR DRAIN STONE TILE PANEL, POLISH ALL EXPOSED BASE EDGES, PROVDE IVH X 20'W INTERIOR DESIGN FIXED STONE CLEAR OPENING FOR ACCESS TO WILSON&ASSOCIATES PANEL AT TUB WHIRLPOOL PUMP CONTROLS DALLAS,TX APRON (VERIFY MFR'RS REQ'D CLEAR AND LIFE SAFETY LOCATION, OVERLAP REMOVEA5LE BCER ENGINEERING INC PANEL SUCH SUPPORT CLIPS ARVADA,COLORADO ATTACH AT EITHER SIDE OF PLYWD. FACE FRAME PROJECT NUMBER 2094100 *12 MASTER 5ATHROOM *12 MASTER 5ATHR00M *12 MASTER 5ATHROOM 02 MASTER 5ATHROOM ISSUE REVISION DATE ELEVATION O. H. ELEVATION O. H. , SIM. ELEVATION O. H. a ELEVATION O. H. SCALE.- 1/2"=1'-O" 2.c1s. SCALE.- 1/21=11-01 2.cts. SCALE.- 1/21=11-01 z•c1s SCALE.- 1/211=11-011 5ATHROOM ACCESSORIES TYI=. CLUB UNITS MARK CODE SYM50L DESCRIPTION MOUNTING HT. REMARK 2 TAI 5-0 -1- TOWEL RING 4'-3' A.F.F. (U.O.N.) CFCI 10 TA2 5-Q Z ROBE HOOK 5'-V A.F.F. (U.O.N.) CFCI TA3 5-M CjE TOILET PAPER,HOLDER TYP. 2'-O' A.F.F. (U.O.N.) I'-I' CFCI WD. GROWN ILEQ. I L EQ. A.F.F. TYP. AT M 5ATHRMS MOLDING rO 6 q1 WD. CROWN TA4 5-N 24' TOWEL BAR 42' A.F.P. (U.O.N ) GFGI MOLDING 6 2'-'l' (TO GYP. BOARD 2'-1' (TO TUB HEADER TA5 5-P SHOWER DOOR TOWEL BAR 34' A.F.F, (U.O.N.) CFCI TILE EDGE) FAINTED TILE EDGE) A STONE WALL TA& NOT USED WALL MIRROR Q WOOD 5LKG, IN I 1 0 TILE TAI 5-R COSN' ER BASKET - SOAP BASKET V-0- AF.Rim SHOWERS (U.0.9) CFCI WALL & RE.- INTERIOR 2'-4' AF.F.6 MASTERTUBS (U.O.N.) DESIGNER Al 11 1/2' STONEWALL (21 Z 017 REV #7 10/19/07 TILE w q TA5 MIRRoR(S)(O.C. ABOVE VANITY MOUNTING HGT. Fir=: INT. DES. CFCI GYP. BOARD A 1— -1 STONE WALL 0 ft- SINK(S))(LOCATE BY RE.- INT. DES. 015 REV #6 08/10/07 PAINTED— WOOL) 5LKG. IN L" TILE WALL w U- TAq 5-W SINK FAUCET > w I 4'-VAF.F. (U.O.N.) CFCI 014 REV #5 05/04/07 (O.C. ABOVE VANITTAT SIDE WALL CUB FAUCET 4 TUB FAUCET 4 INT. ELEV. (CLUB UNITS ONLY 013 REV #4 04/12/07 I I 1 TA3 CONTROLS L -1 CONTROLS TAIO (01-51 . 5-5 SHOWER CURTAIN ROD A.F.F. (U.O.N.) CFCI 7 121 Z WOOD 5LKG. IN IRON CADDY (1)AT ALL UTIL. RMS 51-61 A.F.F. (U.O.N.) CFCI TAI w_q STONE ------------ 1— -1 --is WALL AT BACK TA12 CLOTHESLINE V-VAFY. (U.O.N.) WITHIN CFCI 6 5ACKSPLASH I IL U- SHOWER WALL SHOWER io ii uj EQ. EQ. STONE T -40 TOILET LLJ w U- 5ACKSPLASH > Lu-1 TA13 SAM (1)AT ALL MASTER CLOSETS R'-0'S RF, TTOP (U.O.N.) CFCI 4 COUNTERTOP A2,10,18 24 GRAB BAR (VERTICAL MOUNT) -- - O.C. AF.F. (U.O.K), VO.C. Cp_-I STONE TILE •TA14 4b WOOD BASE CABINET TUB WOOD 5LKG. IN AT ALL SHOWERS 4 TUBS W1 HORIZONTALLY FROM ENTRY FRONT or WALL SHOWERS WALL EAST WIW-s PROJECr FILL, MARBLE WALL TA15 FIRE EXTINGUISHER (1)AT ALL UTIL. 4'-O' AF.F. (U.O.N.) CFCI 14ORIH PANEL Ed REFER TO SECTION 10522 FOR WOOD 5LKC-s. IN wS WALL STONE TILE STNE TILE I I DESCRIPTIONS PROJECT KEYPLAN BASE BASE TAIro 2Y4' WALL FURR OUT AT POCI<ET DOORS RE,- ADJACENT TO ELEC. OUTLET BOXES ON 9/A2.10.1 ONE OR BOTH SIDES NOTES.- A4 1. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED o 01 5ATHROOM 101 5ATHROOM #1 5ATHROOM O. H. 01 5ATHR00M 2. BATHROOM M AT UNITS 0009,021(o 4 0218 TO BE FULLY COMPLIANT W/ ANSI A111.1 TYPE A. AT ALL UNIT 4Cb o OTHER UNIT BATHROOM M,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED. INTERIOR 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. CD ELEVATIONS CD 9 4. REFERENCE A2.10.9 FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. 2.618. SGALr=.- 1/211=11-011 5CALr=.- 1/2"=1'-O' SCALE.- 1/2'=I'-O' 1.�ifija- 5GALr=-- REVIEWED BY SCALE.- 1/2' = V-O' A2 . C 1 C, FEB 2 6 2008 V < 0 21-01 41-01 SAFEbuilt Colorado U 2 0 C WD. GROWN LE0. EQ. L SINK WD. GROWN --- MOLDING WD. CROWN WD. GROWN MOLDING MOLDING 10/19/01 MOLDING im GYP. BOARD TUB HEADER -I. (T FAINTED (TO A STONEWALL WALL MIRROR AI WALL MIRROR ---1, TI IE ED E) WOOD 5LKG. IN DGE) . TILE RE.- INTERIOR WALL —DESIGNER RE.- INTERIOR DESIGNER STONE WALL F7/7 TILE w q GYP. BOARD GYP. 5OARI_-D GYP, BOARD /--(JTAI TAI TAI q!rA PAINTED SCONE ALL WOOD 5LKG. IN PAINTED FAINTED r/ -U1 SINK FAUCET TILE WALL K > fu INK FAUCET PEDESTAL PEDESTAL TUB FAUCET 4 TUB FAUCET 4 CONTROLS CONTROLS SINK SINK 0 _J o TA3 Xv L k ju WOOD 5LKG. IN WALL AT BACK WOOD 5LKG. IN 5ACKSPLASH M�\ I I U STONE U�_ SHOWER WALL WALL � Lu STONE TOILET _j EQ. EQ.w u- 5ACKSPLASH 4 COUNTERTOP--- U STON F wv F— WOOD r, 5ASE E TILE WOOD 5LKG. IN CABINET _TU5 WALL u FRONT mom, MARBLE WALL 01 WOOD 5LKG. IN FILL-, STONE TILE PANEL SINE TILE STONE TILE WALL SASE BASE STONE TILE BASE BASE L W 02 5ATHROOM 02 5ATHROOM 02 5ATHROOM 02 5ATHROOM GUEST 5ATHROOM GUEST 5ATHROOM ELEVATION 2 ELEVATION 3 ELEVATION ELEVATION ELEVATION ELEVATION, SIM. 1��_C,1_11 SCALE.- 1/2"=P-0" SCALE.- 1/21=11-01 SCALE.- 1/2"=1'-0" 2.cI1.5 SCALE.- 1/2"=1'-0 ' 2C:11-5 SCALE.- 1/211=11-011 Iq.4 C�11 5 SCALE.- 1/211=11-011 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO WD. CROWN MOLDING DESIGN ARCHITECT OPEN V-ro' DEEP OPEN SHELF —UPPER SHELF W1 COAT FOOD BELOW 240 1.-&. /r BRUSHED BRUSHED YP. BOARD G STAINLESS ROD STAINLESS ROD PAINTED GYP. BOARD Denver, Colorado PAINTED 0 GYP. BOARD ARCHITECT OF RECORD WOOD 5LKG. IN----\ STACKING FAINTED GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA WALL A WASHER 4 DRYER BEYOND IN UTILITY CLOSET DRYER CIVIL ENGINEER ALPINE VAI EGINEERING,INC EQ. EQ. L,N COLORADO 7\1MR7 \\1 4,10. LANDSCAPE ARCHITECT S E GROUP BURLINGTON,VERMONT STONE TILE TILE BASE TILE SASE STRUCTURAL ENGINEER BASE HAYNES WHALEY ASSOCIATES, d WASHER INC HOUSTON,TEXAS 21-00 MECHANICAL ELECTRICAL PLUMBING ENGINEER ABS CONSULTANTS INC DENVER,COLORADO INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX LIFE SAFETY BCER ENGINEERING INC GUEST 5ATHROOM UTILITY ROOM UTILITY ROOM ARVADA,COLORADO ELEVATION 8 ELEVATION q ELEVATION PROJECT NUMBER. 2094100 SCALE.- 1/2"=1'-0" SCALE.- 1/21=11-01 SCALE,- 1/2"=1'-O" ISSUE REVISION DATE 5ATHROOM ACCESSORIES - TYf='. CLU5 UNITS MARK I. . 50L IDESGRIPTION MOUNTING WT. CODE SYMBOL REMARK TAI 5-o _T_ TOWEL RING: 4'-3' A.F.F. (U.O.N.) CFCI TA2 5-Q z ROBE HOOK 5'-6' A.F.F. (U.O.N.) CFCI TA3 B-M c:F TOILET PAFV_R 14OLlDF-R TYP_ 2'-0' A F_F_ (U.0-N-) I'-I' GFC;l A.F.F. TYP. AT M BATHRMS TA4 5-N 24' TOWEL BAR 42' A.F.F. (U.O.N.) CFCI TA5 5-F SHOWER DOOR TOWEL BAR 34' A.F.F. (U.O.N.) CFCI TAro NOT USED TAI 5_R COINER BASKET - SOAP BASKET 5'-O' A.F.F.6 SHOWERS (U.O.R) CFCI 2'-4' AF.F.Q MASTERTUBS (U.O.N.) TA5 MIRROR(S) (O.C. ABOVE VANITY MOUNTING HGT. RE.- INT. DES. CFCI SINK(S))(LOCATE BY RE.- INT. DES., 017 REV #7 10/19/07 TACI 5-W 4'-6' A.F.F. (U.O.N.) CFCI ro 015 REV #6 08/10/07 (O.C. ABOVE VANITYAT SIDE WALL SIDE (CLUB UNITS ONLY) 013 REV #4 04/12/07 I-INT. - - _% iL) 4 A TRIO e-S SHOWER CURTAIN ROD 6'-8' A.F.F. (U.O.N.) CFCI TAII IRON CADDY (1)AT ALL UTIL. RMS 5'-6' A.F.F. (U.O.N.) CFCI TA12 GL CLOTHESLINE 6'-8' A.F.F. (U.O.N.) WITHIN CFCI SHOWER TA13 SAFE (1)AT ALL MASTER CLOSETS 4'-0' A.F.F. TO TOP (U.O.N.) CFCI RE.- 546/A2.10.15 TA14 24' GRAB BAR (VERTICAL MOUNT) 4-46- O.C. A.F.F. (U.O.N.), V O.C. CFCI AT ALL SHOWERS 4 TUBS W1 HORIZONTALLY FROM ENTRY SHOWERS WALL EAST WIW_% PROJE= TA15 f 7=E FIRE EXTINGUISHER(1) AT ALL UTIL. 41-01 A.F.F. (U.O.N.) CFCI NOR RMS REFER TO SECTION 10522 FOR TRUE DESCRIPTIONS PROJECT KEYPLAN TAIro 241 WALL FURR OUT AT POCKET DOORS RE.- ADJACENT TO ELEC. OUTLET BOXES ON 9/A2.10.1 ONE OR BOTH SIDES NOTES.- 1. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED 2. BATHROOM I AT UNITS #009,021(o 4 0218 TO BE FULLY COMPLIANT W/ ANSI A111.1 TYPE A. AT ALL UNIT 4Cb C) OTHER UNIT BATHROOM M,FAIR HOUSING 4 ANSI AIII.1 TYPE 5 GUIDELINES MUST BE APPLIED. INTERIOR 1-4 00 BY 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. C) REV I ON ED ELEVATIONS C) 4. REFERENCE A2.10.9 FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. Va 26 SCALE.- 1/2' = 1'-O' A2 . C 1 8e5 01( S�,F'Ebullt Colorado u < V" 0 21-01 4'-Ol U rn 62 C6 68 72 V-I 1/2' 0 3 (ON L 3 4 "F T� ................. 01 0 So cq 2 NO 11 O % /N 2.CIc ck_j 4 MASTER o L T CLOSET cc6o o 0 0 0 4:3) F13 L @ I E --- - ---- MASTER �4 1 CIO is BEDROOM 0-4 MASTER 0 Ed MASTER BATHROOM I T-TS 9� cf% ENTRY I I I IE1 5 (01-11/2 1 -r I - J TOILET 1 11 ' (nT24 21-51) p T_j Rcaoogli7 14 LI L= O 1 1/2' :D") T14 �I V 0 0 u ONO 76 -1 25 (D CORP, -1� I BATH 1 ``t `t`� Q Rcaoo� i�l 4 N E46j�&Il 00111111 \ \ \ - — AA 2 —71 r MEC T20 CLOS. - cf) qF5 T22 -4 ANNIIIIIIIIIIIIi CLOS_ C14 @2 2 OWNER DEVELOPER 0 0 VAIL RESORTS �oi I E 1 0 BEDROOM PI ,\1\\I\ DEVELOPMENT wd cli 4E66131 . 3. 1 4, COMP 11 GUE 14 AVON,COLORADO ST BATH S T18 02 �j 3. It, CD DESIGN ARCHITECT V-4 I/ 14,4. .4t 31-1 /21 It 14�_,Icl 4 4240 I cf% Denver, Colorado 0 ON E 7V-4 1 1/ FE Ag�&O ARCHITECT OF RECORD 10,-91 GLOVER SMITH BODE,INC 0 1-01 S^ OKLAHOMA CITY,OKLAHOMA ,40 F21 15 CIVIL ENGINEER L ALPINE ENGINEERING,INC O 4 4'-10' 121-9 1/21 1 BALCONY VAIL,COLORADO KItC N DINING PROVIDE 12 /2 FURRING STUDS LIVING HANDRAIL LANDSCAPE ARCHITECT S E GROUP E AND 5/8, syf=. BURLINGTON,VERMONT ----------- 2 cq 5D. 12'-Cl 1/2' DS LIVING 4 r C 015 STRUCTURAL ENGINEER %24 HAYNES WHALEY ASSOCIATES, 5 _cI 1/21 (0 rLI I-ON INC LINE OF HOUSTON,TEXAS 0 V-1 1/2, L 2 -9)1 --- ]BALCONY SLAB FOYER OAE EDGE MECHANICAL ELECTRICAL PLUMBING ENGINEER ABS CONSULTANTS INC T13 4cc60 o F-1 CAST STONE CAP DENVER,COLORADO j @ TYP. INTERIOR DESIGN i WILSON&ASSOCIATES �_o DALLAS,TX A 0 LIFE SAFETY BCER ENGINEERING INC z QQ ARVADA,COLORADO CLOS. i'A-1 .4-1 ON E tuq PROJECT NUMBER. 2094100 E 21-21 IN" F5 k 10'-11/2- ' (0'-9 1/2 MECW. L '00 --------------------- # ISSUE REVISION DATE 1 02 �Cc&26�, I Nt 1'-0 BEDROOM 4 C c:(:o] 1413 SS A AO T20 -I E T23 F(�) I T18 A NOTE.- 4o 0 1 T CLOS. A64 T O V REVISION UPDATE 10/05/09 J�c_ THE SCHEDULED FLOORING MATERIAL IS TO BE RUN UNDER THE CABINETS AT THE I :roil] RFP#59G 07/29/09 1 REFRIGERATOR, WINE COOLER, DISHWASHER, TYPICAL. ALSO RUN FLOORING MATERIAL UNDER RFI#1609 06/26/09 sEE T14 2 02 THE KITCHEN SINKS AND AT WORK AREAS HAVING KNEE SPACES AT TYPE-A UNITS, TYPICAL.m O UTILITY I 11 BATH RFP#59E 05/11/09 4Cc625 I KITCHEN/APPLIANCE MODIFICATIONS ARE TAGGED 4 CLOUDED ON THE DRAWINGS AS ASI %0. RFP#59D 03/17/09 #2 THESE CHANGES ARE TO BE PRICED AS PR1*44 AS ISSUED BY G65-INC. REVISION I GENERAL NOTES.- MASTER 12/12/08 1. WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO P29 -'A BATHROOM OUTSIDE FACE OF STUD. %1% 1 ASI#60 12/05/08 r-4.'.'2 mono I 6'-6 1 11-31 017 REV #7 10/19/07 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED 3'-1' 31-81 L 1p 7 - L 10 -11 I'-(o 1/21 Al DIMENSIONS TO NEAREST GRID (AT PLANS W1 STEEL GRIDS). cI9. 7 015 REV #6 08/10/07 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). 05 E CORP, T14 A& 014 REV #5 05/04/07 4. REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT 14Cc.&24rp29 APPLIANCE REVISION 5 PLAN(S). F5 1 11. 01 101 INTERIM PRINT SET 4 013 REV #4 04/12/07 5. BALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED 11-81 V-& 1/2' ir-10-, (60 1 X E A tz� ELSEWHERE IN DRAWINGS, '0'I MASTER o 1 ASI %0 (11-21-06) ENTRY J I 1 ASI %0 (12-05-05) PLANS ONLY -0 6231 0 1 -0— sjj GENERAL NOTES., 1. TYPICAL ENTRY DETAILS 4 ELEVATIONS RE.- SHEET A2.10.15. 0 TOILET moo 2. REFER TO SHEETS A&A AND A6.1.1 FOR TYPICAL FLUE DETAILS. �Cc62 3. REFER TO A2.10.1 FOR ROOM FINISH 4 DOOR SCHEDULE AND ADDT'L GENERAL NOTES. [(n F13 *2 EAST WlWs 4. REFER TO ENLARGED FLOOR PLANS FOR ALUM. CLAD EXT. WINDOW 4 DOOR DESIGNATIONS 3 MASTER MOJ= 5. ALL FIREPLACE FLUE PIPES ARE TO HAVE A Y4' RISE PER I'-O' HORIZONTAL RUN. THIS IS CIIL BEDROOM NORni TO INSURE PROPER VENTING OF HOT GASES AS REQUIRED BY MANUFACTURER _ 1-1— PROJECT n'YPLAN N�111 b. PROVIDE 1/4' WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT N F13 REFRIGERATORS. o [21 41-11 T L li(o'-O' 1/2' L X10, 7. MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH 4 MECHANICAL DOCUMENTS. REFER A6.23 FOR DETAILS. MAS R r: 8. REFER TO SHEETS A2.10.9 4 10 FOR UNIT REFERENCE STANDARDS. CL ET FLOOR AN PL 4C:Ci U NIT 0624 UNIT 4Cc _ UNIT PLAN 4Cc 22 3:1 1 Clq .-SCALE 1/4'=]'-O' VV REVIEEDSY PLAN NORTH E: 2 2 2009 — - 1 �- sLL ocT Z) SAFEbuil A2 . C19 . 1 A 28'-1 1/2' SCALE. 1/4' s 9 1/2-L- .3 _5 1/2 (0 _811 101 11.011 E 40'-41/2' 6 0 2'!7 4'-0' 81.01 62 68 c6 co 72 b� � o I \�� O VARIES i� A.F.F. `"1 �T r A.F. , . m H �.✓--L �"i.�'`c + ® /1 VV I } A.F.F. �} ---- �5 w - w SIM. I I V O 5` `\ V ° I �'> Yy ,1=. IN 10.1 N V •` ' I , `` ♦ `*Q1, N. "O,\ Y ` ` `Y \ IN, INN, 'PIN \. ` w `w hw `\ `,, `\ , "c , `Y `Y A.F.F. ww\`w Y'y w',•.w ,```sw k, 4 ` y '\ , \y`\Y` APPROx t,alt w w \ w Y Q ` �'° �14'H".'J: \ ` \4 '• w \ \ ` ,`+ a€[ HATCHED AREA Tl'P. r �YY `». A.`-.F.', HIGHER NORTH ICI A dA 4,o.. b.�.� , ' ' ,, ♦ ', i ,w \ y \ ,, e :w -, , �IN ih Y w ` \'•, i \y DESIGNATION OF R-11 w \ 4 WEST LOW UNFACED GATT INSUL. w _ \ , f . ^, �Y - J Y Y ='`w S SQT _ AA ABOVE CEILING ASS 1"IBLY \ ``` ` `` ` \ Y Y rrte, Y E I � i `\ Y ` Y\ `� \+ ` y `\ . \\ i `� ,` w\`', ` ,\ w� ',, Y �`,Y 'Y'�1�c awl a`, w t `\ ``. `wy 1 (, i IN w \ ` 5,,.,/,> Y IN � � `, '\ ` `wY,Y `, .Y ` -\ `< . ? w `, Y VA E OWNER/DEVELOPER \ \ Y Y ` `\ 'Y, a\ , `, ! `` w, '\ , i ti y I , `Y `Y\ON" 'Y, Y, `Y 'w, , , Y, `,, Yw \Y `�y `w. `w : '\, w, w. Y, w `r. >��?,.F.F:`, , �` `:� ;�;''�, VAIL RESORTS Iwa Y Yl ',. \ \ 'Y, w \ w \ Y w w, \ ` A.F.F. , �? \ Y 1 ?+-V YY I``' `� DEVELOPMENT IN IN,y s, •Yw lA, w,. \\ , � Y``` � �_ ��Ah�'``.\ ` � :, � , ,`5 COMPANY I IN Y ti wY ; ` AVON,COLORADO IN'1 y ``, ,\ ,\ yy 1 ,w I ,s', 1 `, , ` ', ` `\ , `Y _ '�, ', ,�• \ ` ` w w Y ',M, A.F.F. Ku u qU A.F.F. + I DESIGN ARCHITECT l A.F.F. s it � cfj 0 ® 6 A.F.F. VARIE .io.iY S A.F.F. Denver, Colorado - O' 1 -10" 1 ARCHITECT OF RECORD — - GLOVER SMITH BODE,INC _) +SI_p° OKLAHOMA CITY,OKLAHOMA A 1# O 1 O SX CIVIL ENGINEER I- ( � I • � � � ALPINE AIL,COLORADO'INC II L LANDSCAPE ARCHITECT � I .....I'` I1`'>,�;, S E GROUP O O ( j P E I .� �, E BURLINGTON,VERMONT j $ I =f 5 D - '` STRUCTURAL ENGINEER { O _ - HAYNES WHALEY ASSOCIATES, i INC 2 HOUSTON,TEXAS A. MECHANICAL ELECTRICAL 1 F.F. F.�� PLUMBING ENGINEER ' A.F.FL— Sim. µ 1a .• ,• 6 I ABS CONSULTANTS INC I `l X01 m FIREPLACE FLUE TO DENVER,COLORADO cco EXTEND UP TO ROOF CAP INTERIOR DESIGN ca( O RE.- 141A6.1 WILSON&ASSOCIATES DALLAS,TX LIFE SAFETY _ BCER ENGINEERING INC O w N% \ y \ Y, \y \ \ w `y w \ w — — _ ARVADA,COLORADO Y \ IN ww 'Y, ww `Yw IN `` w, ,\ '`, `.� wY `w`' '\` `` ` \ I �I-p 1 : \ '\, \, y F,�j.'_� �, I,, , ,, `\, `\ Y PROJECT NUMBER 2094100 ,,��^^°° y .Y '`, � .�' t , t \ Vii-rRI,I-- A.F.F. �" w w\ \h ' Y w, : S \w `, w `Y \ w _\h f�f. REVISION 1 GENERAL NOTES: ISSUE REVISION DATE Y ' Y ED TO ; ` 1 1. WALL DIMENSIONS TO EXTERIOR WALLS REVISED wa : . w, \w ``\ `, Y\ , ww w 't, ` Y\ :w`Yh -� HATCHED AREA T1'P. w .\ ` :. ;'` '`w Y ,w DESIGNATION OF R-11 OUTSIDE FACE OF STUD. ° I `` ` `\ IN \ '` \\ `Y `*11-4@S P UNPAGED 3ATT INSUL. 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED \ \w w \ \ Y \a `w : 'Y ,` Y '~, ',, 'y, ` \w Y\ `Y! ` `\, `\, wa w \w-� F':1 ' `\ ' Y YY I« - ` -w ABOVE CEILING ASSEMBLI' DIMENSIONS TO NEAREST GRID (AT PLANS W1 STEEL GRIDS). 'wt IN YY`, ` ,`` \' w� c( 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). 4. REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT =t , w ` w` \ 4 Y Y ,`, `\ 1 PLAN(S). `w t, Y` w\ y `\ \ ti , ` I rJ. RALCONI' RAILINGS FASCIA ADJUSTED AS OWED ICI T 0 V REVISION UPDATE 10/05/09 Y ° I EVIEE JED RFP#59G 07/29/09 .� ti y *, \w t\w YY ': Yy Py ,w yl Y` Y `, ELSEWHERE IN DRAWINGS. `° °'� \ ` `\ , Y 1l Yw Y ; \ ` O w w w ,` \ Y \ w\ Yy ``R \w \ Yy Y,� L w 'w yt , , +1'-4" P E RFP#59E 05/11/09 R ®�12 2 2009 ` \ ww 'Y`a ,\ `, tiY , yt .\` y \w Yy' ,\ w ' Yw \ \ Y' A.F.F. °s` f t , \ \` ` Y''-'—}' `1,` . 1 i Y `, h Y ' y w y 1 w Y `\ Y `S Y \ \ ` sEEl��I C�437I� o ASI#077 04/06/09 N. �� SAfi ``t I RFP#59D 03/17/09 w \ ,w\� w w 1 Q 1 REFLECTED CEILING NOTES.- K TrCtEv nrruAN- 12/12/08 CHANGES \`Y` r w; w` `w \ �� ``` ` w ;w w `t ; \ ``'w ,,w 'A'F" c +1 I- E I. RE: Cl/A2.10.5 FOR TYPICAL At UPPER COFFER TRANSITIONS AND FOYER ASI#GO 12/05/08 s, A.F.F. CEILING TRANSITIONS. ` VA IT TUB ® I � 017 REV #7 10/19/07 z ° F _ h <•• 2. FOR RECESSED DRAPERY TRACK RE. I/A2.10.5 FOR FURR DOWN TRANSITIONS 015 REV # 08/10/07 ( 4G ADJACENT t0 EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER A(o BEDROOMS. 1/A2.10.5 IS SIMILAR AT ALL BEDROOMS 4 STUDIES WITH EXTERIOR Arp 014 REV #5 05/04/07 +gp' -- ��_p" WINDOW WALLS, INDICATING POCKET. S S rp 013 REV #4 04/12/07 +6 0 3. RE. 3 4 3A/A2.10.5 FOR CEILING TRANSITION TO 8 CEILING AT KITCHENS. EXCEPT NOT AT CLUB UNIT KITCHENS. + - 4. RE: 3A/A2.10.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND t O - .F F. WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS. �1�T��"� ;f 5. SHOWER CEILINGS - CEILINGS At SHOWERS ARE SLOPED I/2' PER FOOT IN WHOLE OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE _ � S�� HEIGHT VARIES. OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM GENERATORS ARE TO HAVE LEVEL CEILINGS. 1 6. ALL ANC IL NI ( U M C AN A C ETS: IN THICK DUCT LINER �► ROOMS FROM GARDEN LEVEL THRU 4TH LEVEL. EXPOSED TO FIREPROOFED STRUCTURE AT 1` 14 E e r y .—► N _ 5TH 4 6TH LEVELS. EAST WING w S EE _ " 6' 1L 1L E P D L F T I A t VE NORJ P NOATH Lc _1 1L -' COUNTERTOP U.O.N.. PENDANTS t0 BE HORIZONTALLY EQUALLY SPACED OVER PROJECT KEYPLAN } BAR WITH FIXTURES ADJACENT TO CABINETS, t0 CLEAR CABINET DOOR SWINGS. +g�_p1 G I - P -MA RI Y ALL LI H FIXt LOCA IONS WITH I E 10 EVA O S D W �A�F 6 FURNITURE PLANS, FOR OWNER/ARCHITECT APPROVAL PRIOR TO INSTALLTION. A .O. . U } I 6 9. IN COFFERED CEILING AREAS, THE CEILING HEIGHTS ARE INDICATED AS 10'-O'. Q UNIT 4Cc ' p THIS NOTE IS TO ADVISE THAT THE INTENT OF THIS HEIGHT INDICATION IS TO INSTALL REFLECTED THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. f• �� 10. REFER SHEET A2.0.1 FOR UNIT LIGHTING LEGEND. CEILING PLAN t I 11. AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS REFLECTED C E I L I I n POSSIBLE W/ SMOKE DETECTORS ADJACENT. FLOOR �, � 4Cr, 0624 I � SLL 12. ALL UPPER KITCHEN CABINETS TO HAVE UNDER CABINET LIGHTING. A2eC1 992 „ fSCALE: 1/4' m 1"-O' 2.ciq. SCALE: 1/4'=1'-0' mm� O 2'-7 4'-0' 8'-O' PLAN NORTH 10'-1' 1 1/2' 2'- '1'-2' t'-8' 1'- 2'--1 1/2' 1 1/2' 2'-0' 3'-2' L 2'-O' L 2'-0' A 1# O 62 WINE CHILLER WITH PANTRY 62 68 Q. EQ. EQ. EQ. � F P5 CABINET UNIT ABOVE — TAl in REFRIGERATOR —— O P5 - � TYP. I O e... . .., `t 1 METAL STUDS (� C,, LL I AT BAR END w 1 g (1 O � o � .� —— WALLS I I 1 1/2 U N C'1 TAl TAq MMICOROWAVE 2'-O' 10' 8' 11/2' W _ B VE I � --------- ---- -- --- -- ------ - - TA2 I I tA4 3 -� GLR _ P2q ;f KITCHEN 1 -t0 i 1 �0 t REVISE WINDOW 1� 1 I TYPE 42 TO SINK TAq 2.CIq I `t `� _ BYRPE 45 DESIGN 4 F-i IN~ V 2 I HEIGHT BUT ONLY __ — — — — TOP EDGE OF _ _ SINK O.H. 2.Ctq. 2.CICL I r V-4' WIDE. O L r + V-1 1/2' �� 4' BAR COUNTER- TYP. 1 _ 3 GLR I' 1;111 BE WN HANDLE � LLWVV=====Y===„ TOP 2.GIq. �' 2.Clq. I 10' N iv I I AND COUNTER TOP O.H. UTILITY I I' ;D 7n CONNECTION I I;fI I ( I III ` `4 N P2q O.H. 6 W/ SHORTENED --- E I :t 10 2.Clq. O DRAWER 9 -------------- = I 8 I ( I I ! r GIg3 -( O.H. BASE CABINET (- -_�_ _T_ I' Clg3 ( �( _ TA2 - - - -QIQ ®� VANITY EXHAUST I ( I' 4 COUNTERTOP O HOOD ° 1' 4 q - Ts - - \ /�; I w rAl V V ABOVE I i — o „ I \ / �' P13 _ w — — — - — P5 i-j � o 1: CIg3 I� � � � � N I I WASHER I CL O N 1�1 N ' k __----alt � I � _ .. 1-1.1 BEL __ -- W I •t I CL IE / _ ELEC. GOOK " ------------------ - O TA3 OVEN 1 I 1 MTL. STUD { O- in W - ^ - - - J Cn WALL UNDER ' BAR TOP TA3 to `^ S L _ tA� W 2'-2 1/2' 1 'n I 3'-1 1/2' 3'-q 1/2' 2'-4' SLOPE FLOOR f'S P5 t0 DRAIN 3'-5' 8'-0' 1'-8 1/2' 10 BB SLOPE FLOOR Y 13 -1 1/2 O TO DRAIN OWNER/DEVELOPER 2.10. I'-5 1/2' 5'-1 1/2' VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN 1 KITCHEN 2 MASTER 5ATH 1*1 3 MASTER 15ATH � DESIGN ARCHITECT 2.clq. SCALE: 1/2'=1'-O' 2.clq. SCALE: 1/2 1=1.-ON 2.clq. SCALE: 1/2'=1'-O' 4240 62 1'-11 1/2' Denver, Colorado 6'-0 1/2' I'-il' 11'-2 1/2' 1'-1 1/2' 4'-1' ARCHITECT OF RECORD GLOVER SMITH BODE,INC P TA1 EQ. EQ. OKLAHOMA CITY,OKLAHOMA J. TAq P5 SLOPE FLOOR Pg I1' 3'-O' TO DRAIN S K CIVIL ENGINEER P5 ALPINE ENGINEERING,INC d1 VAIL,COLORADO �► a ('� TAl LANDSCAPE ARCHITECT ,�u� N W O r S E GROUP BURLINGTON,VERMONT �' H H VANITY PI3 �` � Fm STRUCTURAL ENGINEER W 2.Ciq. 1 HAYNES WHALEY ASSOCIATES, TA4 _ COUNTERTOP SEE 6 INC -' O 2 Clq 5 cn HOUSTON,TEXAS 10 2.GIq 2.Clq. N 4 �4 2.CIq. MECHANICAL ELECTRICAL 11 q N 2.Clq. P5 SEE PLUMBING ENGINEER 2.CI9. .Clq. TA3 _ _ P2q 6 r P5A I 1 3 S V 1 — — — O ABS CONSULTANTS INC ' DENVER,COLORADO 12- - 2.GIq. 2.Clq. 2.Clq. 2 CfG'(� REVIEV �Y INTERIOR DESIGN 1 2.Clq. ' G WILSON&ASSOCIATES 4-1 TA2 w p rA4 `� rA3 t�► O 12 2 1009 DALLAS,Tx ~ TA3 I RYE � SAFE' BCER ENGINEERING INC o- - ( r P2q / b�s�lL Co1ars� �,� ( 1 ARVADA,COLORADO Lu(TAI � �, - - - PROJECT NUMBER 2094100 1'-q 1/2' 2'-q' I _6 P5 62 P5 APPLIANCE REVISION P5 10,_6 1/2' INTERIM PRINT SET ISSUE REVISION DATE VAN I Tl' COUNTERTOP 5 -2 ASI 060 (11-21-0S) ASI #60 112-05-OS) PLANS ONL'I�ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN � ENS.ARGE D FLOOR PL Al l � ENS RGE 1� FLOOR Lp � 5ATHROOM ACCESSORIES TYF. CLU5 UNITS �. 5ATHROOM #1 5ATROOM 02 POWDER ROOT"I � UTILITY ROOM I.D. pC CODE SYMBOL DESCRIPTION MOUNTING HT. REMARK z.c1q. SCALE: 1/2'=1'-O' 2.clq. SCALE: 1/2'=1'-0' 2.clq. SCALE: 1/2'=1'-0' 2.clq. SCALE: 1/2'=1'-0' TAI B-o Z TOWEL RING 4'-3' A.F.F. (u.O.N.) CFCI TA2 B-Q z ROBE HOOK 5'-6' A F.F. (II.O.N.) CFCI TA3 B-M � TOILET PAPER HOLDER TYR 2'-0' A.F.F. (U.O.N.) 1'-1' cFCI A.F.F. TYP. AT 01 5ATHRMS 3 1 q. A I# 0 7 5 6 3'-0' TA4 B-N 24' TOWEL BAR 42' A.F.F. (U.O.N.) CFCI FILL , FILL FILL TA5 B-P SHOWER DOOR TOWEL BAR 34' A.F.F. (II.O.N.) CFCI I TOV REVISIONUPDATE 10/05/09 FILL ;'_2 EQ. EQ. 2'-3' 3 -1 1 -5 UPPER WOOD TA6 NOT USED RFP#59G 07/29/09 CABINET DOORS TA-I B-R CORNER BASKET - SOAP BASKET 5'-O' ARRO SHOWERS (II.O.N.) CFCI xir�„PP„�,m 12/12/08 W/ WD. GROWN I I I 2'-4' AF.F.6 MASTER7UBS (U.O. ) C�GFS MOLDING I I I I I I 017 REV #7 10/19/07 OPEN t0 I I tA8 MIRRORIS)(O.C. ABOVE VANITY MOUNTING HGt. RJ=: INT. DES. ( 1 1 EXHAUST HOOD �._ PENDANT LIGHT I I I I BEYOND I I SINK(S))(LOCATE BY RE: INT. DES. 015 REV #6 08/10/07 k �.� �� -�' - BUILT-IN I i I � � Aro _ MICROWAVE W/ /� I� PENDANT LIGHT TAq B-W MAGNIFYING WALL MAKEUP MIRROR 4'-6' A.F.F. (U.O.N.) CFGI 014 REV #5 05/04/07 UPPER CABINET ? - BUILT-IN TRIM KIT SINK 4 FAUCET L L TIE BACKSPLASH L J L J L �Q (O.C. ABOVE VANITYAT SIDE WALL 5 W/ WOOD DOORS 4 UNDER CABINET I REFRIGERATOR EQ. EQ. RE: INT. ELEV. (CLUB UNITS ONLY)) 4 013 REV #4 04/12/07 LIGHTING STONE COUNTERTOP 4 _ TA10 B-S SHOWER CURTAIN ROD 6'-8' A.F.F. (I.I.O.N.) CFCs ,,,;;,,„;,,,,, <_:::..::.:.,:.. BAR TOP W/ TAII IRON CADDY (1)AT ALL UTIL. RMS 5-6 A.F.F. (U.0.N.) CFCI STONE COUNTERTOP 4 ” BEVELED EDGE N STONE BAR TOP W1 6 -8 ARF. (U.O.N.) WITHIN CFCI BEVELED EDGE E :Y=° � PANTRY SUPPORT �� -i "` UNIT COUNTERTOP 4 TA12 CL CLOTHESLINE ELEC. GOOK TOPE .µ O STONE BACKSPLASH BAR TOP W/ BRACKET SHOWER i_t�. _ _i f ' B V D DG RE: A2."10.6 OVEN W/ � BEVELED TOP TA13 SAFE (U AT ALL MASTER CLOSETS 4 O AF.F. TO TOP (U.O.N.) CfCI _ EDGE 4 EXPOSED M. 546/A2.10.18 SIDES STAIN GRADE WD. Q Q E LOWER WOOD I# -- TRIM (MITERED � TA14 24' GRAB BAR(VERTICAL MOUNT) 4'-6' O.G. AF.F. (U.0.N.) 6' O.C. CFC1 CABINET W/ DRAWERS I F I � 2 1/2' CLEAR 1 DISHWASHER XPOSED CORNERS AT ALL SHOWERS 4 TUBS W/ HORIZONTALLY FROM ENTRY FRONTS (TYP I ! � 6 HINGE SIDE Q �^ E f-' WALL SHOWERS easy wn� I I ,:' 6 3 V STAINED GRADE o WINE 4 TA15 Flies EXTINGUISHER(1)AT ALL UTIL. 4-O AF.F. (U.O.N.) �I NORTH I I ' REFRIGERATOR �' TAG WOOD PLANKS I y — IRMS REFER TO SECTION 10522 FOR TRUE i i ,/, p DESCRIPTIONS PROJECT KEYPLAN Mm 6 —� TYP. WOOD 3 I/2' 'a` I# 0 3 1/2 TAI6 2Y' WALL RJRR OUT AT POCKET DOORS RE: FILL 3�-1' VERIFY TYP. WOOD FILL FILL ILL BASE ADJACENT TO ELEC. OUTLET BOXES ON q/A2.10.1 MFRS REGZ D GLR 1 -6 1/2 BASE ZI.--I 2'-10' 4 VARIES (RE: ENLARGED PLAN) ONE OR BOTH SIDES-4 9 FILL FILL 2'-4 1/2' FILL 1 1/2' 11/2' 8 WOOD BASE 4' 2''0' NOTES. Q (VERIFY MFR'S CABINET FRONT (VERIFY MFRS 1. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED (VERIFY CLEAR) lM• W/ BOP DRAWER REQ'IF CLEARS 2. BATHROOM N AT UNITS 0009,"216 4 +218 t0 BE FULLY COMPLIANT W/ANSI A111.1 TYPE A. AT ALL UNIT 4C C OTHER UNIT BATHROOM M,FAIR HOUSING 4 ANSI A111.1 TYPE B GUIDELINES MUST BE APPLIED. ENLARGED SINK CABINET 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. DOOR FRONTS 4. REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. PLANS & ELEVATIONS SCALE: 1/2' m 1'-0' A2 . C 19 . 3 s KITCHEN ELEVATION q KITCHEN ELEVATION ,O KITCHEN ELEVATION INN z.clq. z.ctq. SCALE: 1/2'=I'-O' 0 21-01 41-01 81.011 z.c1q. SCALE: 1/2'=1'-O' SCALE: 1/2 =1 -O SIM. 3 „r... C GYP. BOARD WD. GROWN STONE TILE D. GROWN CEILING FURR MOLDING WD. CROWN TRIM MOLDING ON. MOLDING SHOWER GYP- BOARp GYP. BOARD HEAD PAINTED ` PANTED 11Z GYP. BOARD TUB FAUCET 4 PAINTED CONTROLS 1'-O" r , GYP. BOARD SHOWER .4 TAI 10/19/01 DOOR W/ PAINTED - TOWEL BAR AI4 O TAq SIM. GA , 2 EQ. EQ. �,�, STONE WALL SHOWER STONE SIDE WOOD SLKG. IN �, ��. STONE TUB PLATFORM TOP, WALL FRONT 4 TUS BACKSPASH BACKSPLASH CONTROLS SPLASH III TAq ,' TA4 WALL PANELS RE: TUB }J WOOD SLKG. IN DETAILN EQ. EQ. --------------- - --------- -- �- -- - STONE WALL WALL \ BACKSPLASH SCONE WOOD BLK�z. ►n ~ D RE• TUB BACKSPLASH 0 SECTION WOOD SLKG. IN i - IN WALL O p DETAIL c!J } WALL STONE TILE - ' TRIM MTL. STUD ] — WHIRLPOOL TUB SURROUND `�' WOOD SLKG. IN �f PUMP MtL. SCUD ❑� i SUPPORT WALL AT BACK I SUPPORT STONE WA —— O / — E LL �I SHOWER WALL TYP. STONE SASE TILE 2' q' I'-O' 2'-q' ILL WHIRLPOOL TUB WHIRLPOOL SHOWER o.H STONE TILE r EQ. EQ. _ TUB PROFILE 105 BASE FILL AT SIDE WALL REMOVEASLE STONE ACCESS FLOOR DRAIN N V O SHOWER STONE TILE Q. 5'-4" EQ. PANEL, POLISH ALL EXPOSED STONE TILE V FLOOR DRAIN BASE EDGES, PROVDE 15'H X 34'W (o a CLEAR OPENING FOR ACCESS TO AT BACK SHOWER WALL FIXED STONE WHIRLPOOL PUMP CONTROLS CH PANEL At TUB (VERIFY MFR'RS REQ'P CLEAR APRON AND LOCATION, OVERLAP REMOVEABLE PANEL SUCH A SUPPORT CLIPS ATTACH AT EITHER SIDE OF PLYWD. FACE w FRAME 01 MASTER 54THROOM 411 MASTER 5ATHROOM #1 MASTER 5ATHROOM #1 MASTER 5ATHROOM W h � ' ELEVATION 2 ELEVATION 3 E L E VAT I ON 4 K- ELEVATION � jjq SCALE: 1/2°=1'-O° 2.clq. SCALD: 1/2"=1'-O" 2.Clq. SCALE: 1/2"=1'-O" 2.CIq. SGAL = 1/2 -01 OWNER/DEVELOPER 2 5 5 3 0.14. VAIL RESORTS 10> WD. CROWN •� WD. CROWN DEVELOPMENT MOLDING MOLDING WD. GROWN MOLDING COMPANY R GYP. BOAD AVON,COLORADO PAINTED GYP. BOARD SHOWER GYP. BOARD PAINTED HEAD GYP. BOARD CEILING FURR WALL MIRROR 1'-O. { CEILING FURR DN. - RE: INTERIOR 1'- DN. GYP• BOARD DESIGNER TAI STONE TUB PLATFORM COP, DESIGN ARCHITECT FAINTED , `` =d FRONT 4 TUB BACKSPASH A PAINTED A� i% T'41 STONE WALL PANELS O 2 0 WOOD SLKG. AI4 T 44 Aq BACKSPLASH \` WOOD BLKG. IN IN WALL _ EQ EQ. A 1 SINK FAUCET \ STONE WALL Denver, Colorado WOOD SLKG. ' t� WALL TUS FAUCET 4 IN WALL I I I I SINK RMOUNT TAq EQ. EQ STONE TILE CONTROLS BACKSPLASH RE: TUB At BACK to SHOWER SECTION DETAIL STONE SHOWER WALL STONE WALL _-_-_- _- �.. BACKSPLASH 4 1 -' BACKSPLASH RE: COUNTERTOP ` SHOWER DOOR CONTROLS K-15ACKSPLASH ARCHITECT OF RECORD ,q W/ TOWEL BAR STONE WOOD BLKG. IN GLOVER SMITH BODE,INC TUB ECIION WALL OKLAHOMA CITY,OKLAHOMA DETAIL STONE TILE WOOD BLKG. IN 'n ;" TRIM STONE WALL SHOWER -1 CIVIL ENGINEER WALL _ TILE DOOR i ALPINE ENGINEERING,INC WHIRLPOOL TUS VAIL COLORADO 6 Zi_� SINK WOOD PUMP LOCATIONN V77q CABINET T ' TUB PROFILE LANDSCAPE ARCHITECT FRONT — S E GROUP FIXED STONE 2'-0' —— BURLINGTON VERMONT WHIRLPOOL TUB FILL 2'-q" 2'-q' FILL PANEL AT TUB SHOWER AT SIDE WALL APRON EQ EQ FLOOR DRAIN STONE TILE 4 5'-6" TYP. STONE 5ASE EQ., 5'-4" EQ. STONE TILE BASE 105 10 STRUCTURAL ENGINEER S WHALEY ASSOCIATES, BASE INC REMOVEASLE STONE ACCESS FIXED STONE HOUSTON,TEXAS PANEL, POLISH ALL EXPOSED PANEL AT TUB MECHANICAL ELECTRICAL EDGES, PROVDE 15'H X 20'14 APRON CLEAR OPENING FOR ACCESS TO PLUMBING ENGINEER ABS WHIRLPOOL PUMP CONTROLS CONSULTANTS INC D (VERIFY MFR'RS REQ'D CLEAR AND DENVER,COLORADO LOCATION, OVERLAP REMOVEABLE INTERIOR DESIGN PANEL SUCH SUPPORT CLIPS WILSON&ASSOCIATES ATTACH AT (HER SIDE OF PLYWD• DALLAS,TX 02 MASTER 5ATHROOM *2 MASTER 5ATHROOM FACE FRAME 2 M JS E R 5AHR00M *12 MASTER 5ATHROOM LIFE SAFET B ENGINEERING INC ELEVATIOi ELEVATION ELEVATION ELEVATION ARVADA,COL OR ADO V!f jjq It z_C1q SCALE: 1/2'=1'-O' z c1q. SCALE: 1/2'=1'-O' z.c1q. SCALE- 1/2'=1'-O' PROJECT NUMBER 2094100 ISSUE REVISION DATE 2 ! 10.3 EQ EQ Aro Aro 15ATHROO1"I ACCESSORIES - T` f=. CLU5 UNITS 2'-1' (TO GYP. BOARD GYP. BOARp MARK CpbE SYMBOL DESCRIPTION MOUNTING HT. REMARK TILE EDGE) Al PAINTED 2'-1' (TO PAINTED TAI B-o � TOWEL RING 4'-3' A.F.F. (U.O.N.) CFCI TILE EDGE) tA2 B-Q a ROBE NOOK 5'-6' A.F.F. (U.O.N.) CFCI � WALL MIRROR STONE WALL A RE: INTERIOR TILE — — — —' — — T — — WOOD BLKG. IN - STONEWALL 11 1/2' TA3 g-h'I TOILET PAPER HOLD)=R TYP. 2'-O' A.F.F. (U.O.N ) 1'-l' CFCI WALL DESIGNER ,41 O Al TILE TAI A.F.F. TYP. AT M BATHRMS SCONE WALL I GYP. BOARD CFCI i 1 _O WOOD SLKG. IN TA4 S-N 24' TOWEL BAR 42' A.F.F. (U.0,K) TILE AI4 PAINTEp TAI4 WALL SINK FAUCET tA5 15-f= SHOWER DOOR TOWEL BAR 34' A.F.F. (U.O.N.) GFCI WOOD BLKG. IN - --' TA6 NOT USED TUB FAUCET 4 TUB FAUCET 4 W'A'LL A I I TAI 5-R ® CORNER BASKET - SOAP BASKET 5'-O' A.F.F. ► SHOWERS N.O.N.) CFCI CONTROLS TA3 I 0 CONTROLS IN 2'-4' A F.F. MASTERTUBS (U.O.N,) - 0 '- -1 STONE tA8 MIRRORS)(O.C. ABOVE VANITY MOUNTING HGT. RE: INT. DES• CFGI 017 REV #7 10/19/07 _ _- WOOD BLKG. IN B I, WALL AT BACK _ �. ACKSPLASH � SINK(S))(LOCATE BY RE: INC. DES. 6 015 REV #6 08/10/07 OILET -' STONE SHOWER WALL 2 -O TAq S-W I 4'-6' A.F.F. (U.O.N.) CFCI o1a REV #5 o5/oa/o7 N BACKSPLASH (O.C. ABOVE VANITYAT SIDE WALL 4 COUNTERTOP 1 � RE: INT. ELEV. (CLUB UNITS ONLY 4 013 REV #4 01/12/07 WOOD TRIO B-S SHOWER CURTAIN ROD 6'-8' A.F.F. (U.O.N.) CFCI CABINET TUS TAIL IRON CADDY (1)AT ALL UTIL. RMS 5'-6' A.F.F. (U.O.N.) CFCI FRONT TA12 CL CLOTHESLINE 6'-8' A.F.F. (U.O.N.) WITHIN CFCI 2,-6, ILL SHOWER STONE TILE SINE TILE STONE Tli=E TA13 S SAFE (1)AT ALL MASTER CLOSETS 4'-0' A.F.F. TO TOP (U.O.N.) CFCI SASE BASE BASE RE: 546/A2.10.18 TA14 24' GRAB BAR (VERTICAL MOUNT) 4'-6` O.C. A.F.F. (U.O.N.), 6' O.C. CFCI MARBLE WALL AT ALL SHOWERS 4 TUBS W/ HORIZONTALLY FROM ENTRY PANEL SHOWERS WALL EAST WING TA15 F� FIRE EXTINGUISHER (I)AT ALL UTIL. 4'-O' A.F.F. (U.0,K) CFCI IORH #1 5ATHROOM O. H. 01 5ATHROOM O. H. 01 5ATHROOM O. H. # H RMS [DESCRIPTIONS R TION 10522 FOR PROJECT KEYPLAN 1 001 C. H. TA16 2Y4 WALL FURR OUT AT PocKET DOORS RE: q ELEVATION 1O ELEVATION E ELEVATION ADJACENT TO OUTLET BOXES ON q/A2.10.1 ONE SIDES SCALE: 1/2"=1'-O" z.clq. SCALE: 1/2'=1'-O' z.Clq. SCALE: 1/2'=1'-O" 2.CIq. SCALE: 1/2'=1'-O' NOTES: 0 a I. ALL ACCESSORIES CFCI U.N.O. CFCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED UNIT 4Cc 2. BATHROOM +1 AT UNITS 0009,"216 4 0218 TO BE FULLY COMPLIANT W/ ANSI A111.1 TYPE A. AT ALL o OTHER UNIT BATHROOM M,FAIR HOUSING 4 ANSI A111.1 TYPE B GUIDELINES MUST BE APPLIED. ENLARGED 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. °° REVIEWED BY PLANS & CD 4. REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. N ELEVATION S FEB 2 6 2008 SCALE: ,n' = 1'_O' A2 * C1 9 . 4 SAFEbuilt Colorado N O 2'-0' 4'-O' 8'-0' rl Q1 U Q' rn 2 io 0 C OVER SINK o� SHOWER HEAD SHOWER HEAD WALL MIRROR GYP. 50ARD 0 F RE.- INTERIOR ip FAINTED DESIGNER TAI EQ. L EQ. TAI GYP. BOARD FAINTED SHOWER STONE TILE .1 1."a TRIM SINK FAUCET DOOR�6 SURROUND A14 KG.— STONE SHOWER WOOD 5LKG. STONE WOOD DLKG. IN 5ACKSPLASH IN WALL A WALL CONTROLS\ TA3 15ACKSPLASH L 4 COUNTERTOP U � O L STONE TILE AT BACK WALL ------------ OF SHOWER WOOD 5LKG. _x TOILET mm IN WALL SHOWER GYP. BOARD SHOWER _--F=X3_--3r DOOR W/ FAINTED DOOR STONE WALL STONE WALL TILE TILE TOWEL BAR WOOD CABINET 49 /7/6, FRONT u f ------- STONE TILE u__ � N FILL 21-ON BASE STONE TILE 21-91K T f SHOWER BASE 4 5 H W FLOOR DRAIN STONE TILE SHOWER BASE FLOOR DRAIN 02 5ATHROO"I 02 5ATHROOM 02 5ATHROO"I 02 5ATHi ROM ELEVATION 2 ELEVATION 3 ELEVATION ELEVATION \<�Cjyq 1/2"=1'-O" r_lq 5 \��_jq 5 V ,��jq -0 S SOLE: 1/2 V-0 SCALE.- 1/2"�V-Ou SCALE:.- 1/2 I4 U OWNER/DEVELOPER ._rm s Im. S L WD. CROWN WD. GROWN L SINK WD. CROWN VAIL RESORTS MOLDING MOLDING MOLDING DEVELOPMENT COMPANY GYP. BOARD WALL MIRROR AVON,COLORADO PAINTED— RE.- INTERIOR IDES IGNr=R------,, GYP, BOARD PAINTED GYP. BOARD SINK FAUCET— GYP. BOARD DESIGN ARCHITECT FAINTED FAINTED PEDESTAL I,-&, DEEP OPEN SINK SHELF W1 COAT 9--- 0 ROD BELOW 4240 WOOD 5LKG. IN WOOD 5LKG. IN WALL PEDESTAL A WALL STACKING SINK L _J WASHER 4 DRYER Denver, Colorado CENTER SUPPORT UTILITY CLOSE ULK44EAD TAI BEYOND IN DRYER DOUBLE C T—< ARCHITECT OF RECORD BRUSHED GLOVER SMITH BODE,INC STAINLESS ROD OKLAHOMA CITY,OKLAHOMA 0 CIVIL ENGINEER STONE TILE TILE BASE ALPINE ENGINEERING,INC BASE WASHER VAIL,COLORADO LANDSCAPE ARCHITECT STONE TILE STONE TILE 21-ON + S E GROUP BASE BASE BURLINGTON,VERMONT STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, INC HOUSTON,TEXAS 4 GUEST 5ATHROOM A GUEST 5ATHROOM GUEST IBATHROOM UT IL I TY ROOM MECHANICAL ELECTRICAL ELEVATION ELEVATION ELEVATION 8 ELEV PLUMBING ENGINEER ATION ABS CONSULTANTS INC DENVER,COLOR-ADO SCALE,- 1/2"=1'-0 SCALE.- 1/2"=1'-O' 2.C19.5 SCALE.- 1/2'=1'-Q' V2._c I�95 SCALE.- 1/2"=V-0" INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX LIFE SAFETY BCER ENGINEERING INC ARVADA,COLORADO PROJECT NUMBER 2094100 ISSUE REVISION DATE .5ATHROOM ACCESSORIES TYf=. C:LU5 UNITS ODE MARK E SYMBOL DESCRIPTION MOUNTING WT. REMARK TAI e-o _T_ TOWEL RING 4'-3' AF.P. (U.O.N.) CFCI TA2 5-Q a ROBE HOOK 5140, A.F.P. (U.O.N.) CFCI TA3 B-m TOILET PAPER HOLDER TYF. 2'-O' A.F.F. (U.O.N.) I'-1' cFr_I A.F.F. TYP. AT q 5ATHRMS TA4 5-N 24' TOWEL BAR 42' AF.F. (U.O.N.) CFCI TAD 5-F SHOWER DOOR TOWEL BAR 34' AF.P. (U.O.N.) CFCI TA& NOT USED TAI 5_R CORNER BASKET - SOAP BASKET V-O' AF.F.tD SHOWERS (U.O.N.) CFCI 2'-4' A.F.F.G MASTERTU15S, (U.O.N.) TA6 MIRROR(S)(O.C. ABOVE VANITY MOUNTING HGT. RE: INT. DES. cFcI SINK(S))(LOCATE BY RE.- INT. DES. 017 REV #7 10/19/07 TACI 5-w (O.C. ABOVE VANITYAT SIDE I WALL 4'-6' A.F.F. (I.U.O.N.) CFCI (0 015 REV #6 08/10/07 RE.- INT. ELEV. (CLUB UNITS ONLY) A013 REV #4 04/12/07 TAIO 5-5 SHOWER CURTAIN ROD V-&' AF.F, (U.O.N.) CFCI TAII IRON CADDY (1) AT ALL UTIL. WS 51-61 AF.F. (U.O.N.) CFCI TA12 CL CLOTHESLINE 6'-8' ARP. (U.O.N.) WITHIN CFCI SHOWER TAI3 SAFE (1)AT ALL MASTER CLOSETS 4'-0' A.F.F. TO TOP (U.O.N.) CFCI f;ZE.- 546/A2.10.18 TA14 24' GRAB BAR (VERTICAL MOUNT) 41-6' O.C. A.F.P. (U.O.N.), V O.C. GPCI AT ALL SHOWERS 4 TUBS W1 HORIZONTALLY FROM ENTRY SHOWERS WALL EASTWIWa PROJE= TA15 FIRE EXTINGUISHER (1)AT ALL UTIL. 41-01 ARF, (U.O.N.) CFCI NORTH FF_E] F41S REFER TO SECTION 10522 FOR I I DESCRIPTIONS PROJECT KEYPIAN TAIro 2y4' WALL PURR OUT AT POCKET DOORS RE.- ADJACENT TO ELEC. OUTLET BOXES ON 9/A2.10.1 ONE OR BOTH SIDES NOTES.- A I. ALL ACCESSORIES CFCI U.N.O. CIPCI-CONTRACTOR FURNISHED CONTRACTOR INSTALLED UNIT 4Cc C) 2. BATHROOM M AT UNITS 0009, 0216 4 0218 TO BE FULLY COMPLIANT W1 ANSI A111.1 TYPE A.. AT ALL cn C) OTHER UNIT BATHROOM 1,FAIR HOUSING 4 ANSI A111.1 TYPE 5 GUIDELINES MUST BE APPLIED. ENLARGED 1-1 3. REFERENCE A2.10.10 FOR ACCESSIBLE UNIT BATHROOM STANDARD DETAILS. 00 C) PLANS & C) 4. REFERENCE A2.10.q FOR FAIR HOUSING UNIT BATHROOM STANDARD DETAILS. ELEVATIONS REVIEWED BY FEB 2 6 2o08 SCALE.- In' = P-O' A2 C1 REVIEWED FEB 2 6 20] 08 U C'4 ult t Colo < ISAFEbuilt 0 21-Ol 41-01 Colorado r CAST STONE CAP II ; 10/19/01 II I II - — - — - — - — - — - — - - — - — - — - - - — - — - - - — - — - - - - - - - - - - - - - - — - — - — - II I CAST STONE CAP II II I FEI INN-NNII ' II I I II I o � II I II BALCONY FIREPLAC FLUE II RUN A50VP C:LG. LINE ABOVE RE.- q/A&.V, 2/A&j. I a PROVIDE ACCESS51LE AREA DRAIN FIREP4ACE FLUE I HORIZ, I( OPERATOR ON DOORS TYP. SQ. TEIRMINATIONI GAP 0 RE 3 Aro,-I U 0 El 0 V 0 F1711 0 N u A A ------- ------ H 11 L T p F E: 21- A 1*1 MAST R \ NOTE.- PROVIDE ro P21 I 1/2' BEDROOM T ACCESSIBLE A.F.F. -Of )NNNNNNNI (r-ACE To FACE) OPERATOR ON P5 N ••• ( TWIS WINDOW d) I I_I *2 MASTER ' 2 1-ro 2'-6F HEAD WALL — - — - — - -- - - - - - - 3H - - — - — - JLL IO/A2.10.1 W o' 1O/A2. I I 1E m-,' A.F.F. OWNER DEVELOPER _ . A.F.F. ITE I irk A 51-4m -9' 1 4 L L 2' A.F.F.qUVAIL RESORTS �j K - - - - - - - - - - - - - - - - eo O— - - - - - - - - - - - - - —I— DEVELOPMENT qu COMPANY mmmmmmmmommmmom NNNNNNNNNNNNNNN mf**\�2 A.F.F. c� a �O AVON,COLORADO T213 0 A.F.F. F13■ cli DESIGN ARCHITECT z--_�\j a -oil 0 0 F GLO 'ET ■ME . C:1_04T A.F.F. II SET DINING Ln TY )E 0 ' Room 4240 A 0 T2 14'-2- 10 - 51/2 -11/2' T12 r, --1 ..... jI I- IN 3 1 __ Nk % Denver, Colorado ............ --------11 I I ■ ■ i ° ' ' ■ I 201`102 -y- ARCHITECT OF RECORD 0 GLOVER SMITH BODE,INC 0 0 OKLAHOMA CITY,OKLAHOMA *01 MASTER V *2 MASTER -ON BATHROOM - BATHROOM ............. Li I IF N -6 CIVIL ENGINEER to 11 0 1, *__1 zo I, ki_ -& -I ALPINE ENGINEERING,INC FE 12CfIO(o 41111 111 mwm_111.41111 1 0, L > NNN NNN NNN NNN NNN NNN NNN NNN NNN. —A ly VAIL,COLORADO -Al- LL t p. ..... [ic 11 mmJ6=mJmwmmmm Noun" T12 OPEN KNEE I LANDSCAPE ARCHITECT■ Low cm R E OPEN KNEE SPACE BELOW LAVATORY --------------- ■ ------- SPACE BELOW --- II BURLINGTON,VERMONT ■ -------------- -------- LAVATORY■ N ■ I ■ I ■ I I ■ ❑ O " 0 STRUCTURAL ENGINEER ::3 L\ —0 L +1 HAYNES WHALEY ASSOCIATES INC 1 HOUSTON TEXAS fim mmmmommmmo • 111311111111 won TOILET F29 MECHANICAL ELECTRICAL PLUMBING ENGINEER POWDER FOYER. UTIL,/ TOILET -01 ABS CONSULTANTS INC 2CfIO1 4 FD 4A MEC:H. A.F,F. loom 2CFIOO A.F.F. ENVER,COLORADO C20. F C20 A.F.F.AFF A.F.F. INTERIOR DESIGN 12'-2 1/2' 2'-3 3.-ON 21-5' 11-21 10'-4 1/2' WILSON&ASSOCIATES 39,-4-1/2" TO DALLAS,TX 11/21 1 401-rol GRID &2 HATCHED AREA TYP. DESIGNATION OF R-11 I I I I 1 LIFE SAFETY BCER ENGINEERING INC UNFAC:ED GATT INSUL. ARVADA,COLORADO A OVE GE I INC ASSEMB Y 46 47 48 49 50 52 53 54 46 47 8 49 50 52 53 54 PROJECT NUMBER 2094100 ISSUE REVISION DATE FLOOR FLAN 2C:f ( TYPE A UNIT) 4 N UNIT * 210 ONLY REFLECTED CEILING FLAN K-2 Iq p 2.c2o. SCALE: 1/4"=V-0" Iq D VQ�C20. SCALE: 1/4`=I'-O" PLAN NORTH PLAN NORTH *REVISION I GENERAL NOTES APPLIES TO ALL PLANS OF THIS SHEET, REVISION -1 GENERAL NOTES.- , 1. WALL DIMENSIONS TO EXTERIOR WALLS REVISED TO OUTSIDE FACE OF STUD, REFLECTED CEILING NOTES.- 2. OMITTED STEEL GRIDS FOR CLARITY AND ADJUSTED I. RE.- 9/A2.10.5 FOR TYPICAL AT UPPER COFFER TRANSITIONS AND FOYER DIMENSIONS TO NEAREST GRID (AT PLANS W1 STEEL GRIDS). CEILING TRANSITIONS. 017 REV ##7 10/19/07 3. HIGHLIGHTED TIE-DOWN GRIDS IN PLAN(S). 2. FOR RECESSED DRAPERY TRACK RE.- 1442.10.5 FOR FURR DOWN TRANSITIONS 015 REV #6 08/10/07 4. REVISED MISCELLANEAOUS DIMENSIONS THROUGHOUT ADJACENT TO EXTERIOR WINDOW WALLS AT LIVING ROOM, DINING ROOM 4 MASTER PLAN(S). BEDROOMS. 1/A2.10.5 15 SIMILAR AT ALL BEDROOMS 4 STUDIES WITH EXTERIOR /4 013 REV #4 04/12/07 �. BALCONY RAILINGS 4 FASCIA ADJUSTED AS NOTED WINDOW WALLS, INDICATING POCKET. ELSEWHERE IN DRAWINGS, 3. RE.- 3 4 3A/A2.10.5 FOR CEILING TRANSITION TO 8' CEILING AT KITCHENS. EXCEPT NOT AT CLUB UNIT KITCHENS. 4. RE.- 3A/A2.10.5 FOR CEILING TRANSITIONS ABOVE ALL BATHTUBS AND GENERAL NOTES.- WHIRLPOOL TUBS. EXCEPT WHERE THERE ARE SLOPED CEILINGS. SHEET A2.10.15. 1. TYPICAL ENTRY DETAILS 4 ELEVATIONS RE., 5. SHOWER CEILINGS - CEILINGS AT SHOWERS ARE SLOPED " PER FOOT IN WHOLE 2 2. REFER TO SHEETS A6.1 AND A6.1.1 FOR TYPICAL FLUE DETAILS. OWNERSHIP MASTER BATHS EQUIPPED WITH STEAM GENERATORS ONLY, THEREFORE 3. REFER TO A2.10.1 FOR ROOM FINISH 4 DOOR SCHEDULE AND ADDT'L GENERAL NOTES. HEIGHT VARIES. OTHER UNIT SHOWERS IN THE PROJECT NOT EQUIPPED WITH STEAM 4. REFER TO ENLARGED FLOOR PLANS FOR ALUM. CLAD EXT, WINDOW 4 DOOR DESIGNATIONS GENERATORS ARE TO HAVE LEVEL CEILINGS. 5. ALL FIREPLACE FLUE PIPES ARE TO HAVE A J/4' RISE PER 1'-0' HORIZONTAL RUN. THIS is (o. EXPOSED TO STRUCTURE AT MECHANICAL CLOSETS. PROJECT N= TO INSURE PROPER VENTING OF HOT GASES AS REQUIRED BY MANUFACTURER 1. PENDANT LIGHT FIXTURES ABOVE KITCHEN BAR TO BE 2'-6' ABOVE BAR (o. PROVIDE 1/4' WATER LINE FOR ICE MAKER CONNECTION AT ALL FULL HEIGHT COUNTERTOP I.I.O.N., PENDANTS TO BE HORIZONTALLY EQUALLY SPACED OVER PROJECT KEYPUN REFRIGERATORS. BAR WITH FIXTURES ADJACENT TO CABINETS, TO CLEAR CABINET DOOR SWINGS, 1. E= - MECHANICAL TRANSFER DUCT WALL. COORDINATE DUCT LOCATION WITH 6 _'NPRE-MARK 4 VERIFY ALL LOCATIONS W1 INTERIOR DESIGNER RE.- INTERIOR MECHANICAL DOCUMENTS. REFER 46.23 FOR DETAILS. ELEVATIONS, 6 4 8. REFER TO SHEETS A2.10.9 4 10 FOR UNIT REFERENCE STANDARDS. __18. ADDITIONAL GENERAL NOTES AND LEGEND REFER SHEET 42.0.1. I-01. UNIT 2Cf TYPE A r. 9. IN COFFERED CEILING AREAS, THE CEILING HEIGHTS ARE INDICATE[) AS 10 THIS NOTE 15 TO ADVISE THAT THE INTENT OF THIS HEIGHT INDICATION IS TO INSTALL UNIT PLAN 00 C) THE CEILING AS HIGH AS POSSIBLE WHILE MAINTAINING A LEVEL INSTALLATION. & REFLECTED CD 10. REFER SHEET A2.0.1 FOR UNIT LIGHTING LEGEND. REVIEVIED BY 11. AT BEDROOM LOCATE SPRINKLER HEADS AS CLOSE TO CENTER OF ROOM AS CEILING PLAN cp POSSIBLE W1 SMOKE DETECTORS ADJACENT. FEB 2 6 2008 12, ALL UPPER KITCHEN CABINETS TO HAVE UNDER CABINET LIGHTING. A 2 . C 2 0 . 1 u (N SCALE. 1/4' 11 11-01 < V_ SAFEbuilt Colorado cn 0 is u 48 P5 48 4 C20, 46 47 50 51 52 53 P5 3 12'-0' C20. 4 12'-2' 1/2'. 1'-O 1/2 10'-2' 2 3-- 10'-3 1/2' 11-51 1 2 C20. 10/19/01 &- 1 .31- ' TA3 w V-O' GLR. FLOOR L Q 4 SLOPES N 7 TAI r QFLOOR TO DRAIN I Li( j SLOPES TO DRAIN 0——q) z L 0 _F_ JJJJ IF'w gp)SURFACE Al tu ED -VANITY ADA/ANSI Lu (3 1 -8 LLI COUNTERTO KNEE 4 TOE ADA/ANSI 0 ADA/ANS I KN TAI BELOW SINK P21 SPACE HOLD I 4 TOE SPACE BELOW SIN< 21-01 L J� BELOW SINK C20.1,A,0 - \D LLI 2.C20. 11 �__A -1 - I O.H. fl q 2.C20 0 w O.H. 2 C20 10 Sim. q it c2o. ri 2 C20 2 C20 C20. R PLAN U 0 FF - - - o,H, TA4 /I A TA9 AIA u 0 C20 tu TA9 H. O.H. VE T 4 POWDER ROOM u 76 WAIL in tK_ = - A14 2.C20. SCALE,- 1/2'=P-0' 0-4 VERT WAL I t� - A �_4 1 Al a) 49 2'-0 1/2' TA3 TA21 21 7t� 0 — — - - - - - Lu TA TA2 r 1A A4 w c�Li (A" CA.- T 11 TO LET c� cq TAI tAl AI z�OL SOWNER/DEVELOPER EQ.-, WASHER 4 :L LOCATE P14 4'-0' r_LR. CONTROLS DRYER LOCATE HO D ; VAIL RESORTS OLS EQ. EQ"---- 4'-0" CLP_(� 8 DEVELOPMENT V-41/2' �1'-1 1/2 12'-0' C20 COMPANY AVON,COLOR-ADO 0 DESIGN ARCHITECT 0 ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN 0<ITCHEN 2 412 MASTER 5ATHROOM 01 MASTER 5ATHROOM Denver, Colorado SCALE,- 1/211=1,_0 C20. SCALE.- 1/21=1,_0 2.C20. SCALE.- 1/2"=V-0" 41-Il ARCHITECT F RECORD ENLARGED FLOOR PLAN GH ,TYP. CROWN MOLDING OKLAHOMA CITY,OKLAHOMA AT CEILING 4 -1 4 4 1 3 r4A � UTILITY ROOCIVIL ENGINEER FILL 10 10, 10 ILL .10 �.C20_ SCALE.- 1/2 1=1 1-0 1 ALPINE ENGINEERING,INC L V-1 1/2' ILL FILLIL 2'-10 111 VAIL,COLORADO GYP. 5D. EQ EQ LANDSCAPE ARCHITECT EXHAUST HOOD FAINTED .................. ......................................................... .....................- ---------- ------------------ S E GROUP UPPER WOOD CA51N T ................... GYP. 5D.W1 GLASS DOORS 4 J_ .�_i PAINTED WOOD CROWN CROWN MOLDING I T " 1 1 21-3- 1 21-31 1 STRUCTURAL ENGINEER L— . _—I' J_ MOLDING RE.-ABOVE 11 i - INC 5ACKSPLASH -T - 7 _7 UPPER WOOD CABINET PENDANT LIGHT HOUSTON,TEXAS TILE, SEE I.D. DWGS WOOD CASED- L-A L L L L GYP- 5D. OPENING DOORS SAME DEPTH AS I�Q I I EQ. EQ.ST. 5ACKSPLASH TYP. z FAINTED LOWER CABINET Imo KNEE I, STONE COUNTERTOP MECHANICAL ELL,CTRICAL W1 TRIM TILE ABOVE SPAC 1 4 BAR TOP W1 PLUMBING ENGINEER _T MICROWAVE W1 TRIM KIT tu 0 FILL 2'-b L XI'314 L JU V PANEL BEYOND ABS CONSULTANTS INC q SINK WOOD APRON FRONT 5EVLED EDGE ly- w RE.- SECT. / �4 DENVER,COLORADO BEYOND WOOD ALL SIDES STONE COUNTERTOP �J INTERIOR DESIGN FINISHED OPENING DROF` IN A.D.A SINK WILSON&ASSOCIATES = E STAIN GRADE WOOD SG IBE 5 1/2' 1 1/2 N DALLAS,TX TRIM W1 CORNERS 11/2' /2'ul MITERED LIFE SAFETY iA b bbDISHDRAWE U) A PULL OUT WORK ANGLED PANEL AT KNEE BCER ENGINEERING INC 2 EQ, SIZE 4 SP� :)E) DISH U) SHELF (2,-q, W11 WASHER 9 1 LGE DRAWER TYPE 'A' REMOVEA5LE FALSE =Q.W (L Q 01 0.C. WOOD PANELING 9T DOOR PANEL BELOW UNIT FIL /4/ -FILL LOWER WOOD APRON PANEL, FLUSH W1 STAIN GRADE WOOD L I v== cli CA5INET DOOR TRIM PROJECT NUMBER. 2094100 WOOD TRIM----FRONTS I REFRIGERATOR ISSUE REVISION DATE BRACKET PAINTED(A.D.A. UNIT)-ILL 1/21 k P �, STL. SUPPORT 2'-4- ILL I 1/2!,,, �r OWER WOOD --/ 21-61 TYP. WOOD BASE 2 1/21-4' WOOD BASE ro' WOOD BASE V-10" LL CLEAR 21/21-- TO MATCH T4G VERIFY MFR'S C FI CA51NET FIXED MOLDING WOOD REQD CLR MOLDING TYP. WOOD FRONT VERIFY `-FILL 5-J, WOOD RANGE (A.D.A. UNIT) 31-01/41 BASE TOE SPACE �'FR'S REQ D I'-(o 1/2'FILL FILL OVEN (A.D.A. UNIT) (VERIFY MFR'S BELOW F I L L-1 15/0, (VERIFY BASE REQ'D CLEAR) 3 CLEAR MFR'S REQ'D TCHEN CABINET I CLEAR) KITCHEN ELEVATION KITCHEN KITCHEN SCALE.- 1/21=1,-O. LEVATION LVATION ELEVATION SCALE,- 1/2"=V-0" a 2 1 �_C20_ SCALE.- 1/21=11-0 1 �1�.C20. SCALE.- 1/21=11-01 15ATHROOM ACC:ESSORIES ANSI- TYPE A UNITS 10 10 WD. CROWN WD. CROWN MARK DESCRIPTION MOUNTING WT. A551;MV.MOLDING (O.C. OVER (O.G. OVER CROWN HAND HELD MOLDING GODE SYM50L CODE 0 SINK) SINK) L MOLDING SHOWER SPRAY TAI 5-0 -1- TOWEL RING *-VARF. (U.O.N.) CFCI TA2 5-Q 2 R05E HOOK (01-01 ARR (U.0,K) CFCI TA3 C::F TOILET PAPER HOLDER TYR 2'-O' AF.P. N.O.N.) CFr_I WALL MIRROR WOOD 5LKG. GYP. BOARD WD. CROWN STONE WALL V-I' ARF. TYP. AT M 5ATHRMS RE.- INTERIOR ---a, IN WALL PAINTED- MOLDING TILE TA4 5-N 24TOWEL BAR 42' AF.P. (U OX) CFCI DESIGNER 2 5/0' STONE TILE GYP. 50ARD—--------- TA5 5-P SHOWER DOOR TOWEL BAR 34' AF.F, (UO.K)24' VERTICAL 5ACKSPLASH PAINTED r1F_CI �17 REV #7 10/19/07 GYP. 50ARD ', GRAIB BAR LiTAro (NOT USED) Al PAINTED 015 REV #6 08/10/07 STONE SILL (MATCH 24' VERTICAL TAI 5-R COFNER BASKET - SOAP BASKET V-0- AF.F. (U-0,R) SPLASH STONE) EQ. GRAB BAR FAUCET TAI TA14 5-X(24) 24' GRA5 BAR WALL MOUNT CENTERED 33' AF.F, (III.O.N.) MI Aa 013 REV #4 04/12/07 TUB FAUCET STONE TILE EQ. L ) /r_ TA14A 5-X(30) 30' GRA5 BAR WALL MOUNT CENTERED 33' AF.P. (I.I.O.N.) MI TYR. 5ACKSPLASH RE.- CONTROLS I OD 5L.KG- IN WOOD 5LKG. IN TUB SECTION WO Al TA145 5-wuo) 36'GI;ZAB BAR WALL MOUNT CENTERED VARF. N.O.N.) MI rv—.NL WALL WALL DETAIL TA14C 5-X(42) 42' GRA5 BAR - WALL MOUNT 5ACKSPLASH STONE V-O 3/4'4 COUNTERTOP 5 HAND-HELP SHOWER SPRAY RER I.D. PLUMBING FIX. SCHED. cFcI WOOD 5LKG. IN _/z/z/O / _/z/ z Z/Z/-/WOOD WALL CABINET 45� cq MOUNTING WiT RE CFCI cli TA8 INT, DES,ONT lk 21/� LA WOOD 5LKG. IN t S%1D'WALLAPRON 0 TOILET RE,- INT. ELEV. (CLUB UNITS ONLY FAUCET TO A2 PROJECr Al NOR I,-,I, \ TA19 5-W CENTER 5RACrET AT 48' AF.F.WOOD SINK cli INCLUDE [I*MIRROR(AT SIDE CA51NET HANDHELD -SHOWER HEAD 1 2'-0' L L 2' 11 L FRONT— 31-31 2' (OPEN'G) /-2 3/a' JOINT AT EQ, 5-X SHOWER CURTAIN ROD W-8' A.F.F. (AT ALL TUBS CFCI PANELS EQ. STONE TILE EXCEPT MASTER TUBS)U,OK_0 5'-4 2 OPEN AT BASE BASE TAla 3'X3' SHOWER STALL GRAB BAR CENTERED 33' AF.P. N.O.N.) CpCI 2TO WALL Z�a- STONE TILE TAIq 5-V2 FOLD DOWN SHOWER SEAT IV A.F.F. (III.O.N) CFCI 1.4 BEYOND FIXED STONE REMOVEA5LE STONE ACCESS Ln BASE AT PANEL PANEL, POLISH ALL EXPOSED REVIEWED BY TA12 CLOTHESLINE 14'-VARF. (I.I.O.N.) CFCI UNIT 2Cf TYPE A BACK WALL C) EDGES, PROVIDE 15'H X 20'W ENLARGED -4 NOTES.co POCKETING CA51NET CLEAR OPENING FOR ACCESS TO C) PLANS &C) DOORS FOR OPEN WHIRLPOOL PUMP CONTROLS 1. ALL ACCESSORIES CFCI U. CFCI-CONTRACTOR FUWISHED CONTRACTOR INSTALLED I FEB 2 P, 2m 02 MASTER 5ATH A.O.A (SIM. 0.W. KNEE SPACE 02 MASTER 5ATH A0.A (O.H.) (VERIFY MFR-RS REQ-D CLEAR AND 02 MASTER 5ATH A.D.A (O.W.) 2. BATHROOMS AT UNITS 021 218 4 q TO BE TYPE A UNITS. AT ALL OTHER UNIT BATHROOM q,FAIR ELEVATIONS LOCATION, HOUSING GUIDELINES 4 ANSI 5 REQUIRE-iMENTS MUST BE APPLIED. ZEFERENCE A2.10.10 FOR TYPE A UNIT BATHROOM STANDARD DETAILS. PANEL SUCH SUPPORT CLIPS 3, F 1 MASTER 5ATH 01 MASTER 5ATH ATTACH AT EITHER SIDE OF PLYWID. 1*1 MASTER 5ATH 8AFEbuilt C010rado 4. REFERENCE A2.10A FOR FAIR HOUSING,ANSI TYPE 5 UNIT BATHROOM STANDAFV DETAILS. 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GENERAL ARCHITECTURAL CSV-1 COVER SHEET-VOLUME ONE 11/17/06 4/12/2007 5/4/2007 8/10/2007 10119/2007 AO 0 0 OVERALL GRID GEOMETRY PLAN 10/19/2007 lO�lq�O7 IND-V1 INDEX SHEET-VOLUME ONE 11/17/06 4/12/2007 5/412007 8/10/2007 10/19/2007 AO 0 1 LOWER LEVEL GARAGE GRID GEOMETRY PLAN 10/19/2007 AO 0 2 UPPER LEVEL GARAGE GRID GEOMETRY PLAN 10/19/2007 GO 0 0 GENERAL NOTES, LEGEND, SYMBOLS, &ABBREVIATIONS 11/17/06 03/08/07 8/10/2007 AO 0 3 GARDEN LEVEL GRID GEOMETRY PLAN 10/19/2007 GO 0 1 FIRE RESISTANCE RATINGS 11/17/06 03/08/07 8/10/2007 AO 0 4 FIRST LEVEL GRID GEOMETRY PLAN 10/19/2007 GO 0 2 FIRE RESISTANCE RATINGS 11/17/06 03/08/07 8/10/2007 AO 0 5 SECOND LEVEL GRID GEOMETRY PLAN 10/19/2007 GO 0 3 FIRE RESISTANCE RATINGS 11/17/06 03/08/07 8/10/2007 AO 0 6 THIRD LEVEL GRID GEOMETRY PLAN 10/19/2007 GO 0 4 FIRE RESISTANCE RATINGS 11/17/06 03/08/07 8/10/2007 AO 0 7 FOURTH LEVEL GRID GEOMETRY PLAN 10/19/2007 GO 0 5 RATINGS, BUILDING AND UNIT DATA 11/17/06 03/08/07 8/10/2007 AO 0 8 FIFST LEVEL GRID GEOMETRY PLAN 10/19/2007 GO 1 0 LOWER LEVEL GARAGE EGRESS PLAN 11/17/06 03/08/07 4/12/2007 8/10/2007 AO 0 9 SIXTH LEVEL GRID GEOMETRY PLAN 10/19/2007 GO 1 1 LOWER LEVEL WEST WING GARAGE EGRESS PLAN 11/17/06 03/08/07 4/12/2007 8/10/2007 AO 1 0 LOWER LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 8/10/2007 10/19/2007 GO 1 2 LOWER LEVEL CENTRAL AREA GARAGE EGRESS PLAN 11/17/06 03108/07 4/12/2007 8/10/2007 A01 1 ENLARGED PLAN-WEST WING LOWER LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 5/412007 8/10/2007 10/19/2007 H GO 1 3 LOWER LEVEL EAST WING GARAGE EGRESS PLAN 11/17/06 03/08/07 4/12/2007 8/10/2007 AO 1 2 ENLARGED PLAN-NORTH CENTRAL LOWER LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 5/412007 8/10/2007 10/19/2007 0 GO 2 0 UPPER LEVEL GARAGE EGRESS PLAN 11/17/06 03/08/07 4/12/2007 8/10/2007 AO 1 3 ENLARGED PLAN-EAST WING LOWER LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 GO 2 1 UPPER LEVEL WEST WING GARAGE EGRESS PLAN 11/17/06 03/08/07 8/10/2007 AO 2 0 UPPER LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 8/10/2007 10/19/2007 GO 2 2 UPPER LEVEL CENTRAL AREA GARAGE EGRESS PLAN 11/17/06 03/08/07 8/10/2007 AO 2 1 ENLARGED PLAN-WEST WING UPPER LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 5/412007 8/10/2007 10/19/2007 GO 2 3 UPPER LEVEL EAST WING GARAGE EGRESS PLAN 11/17/06 03/08/07 8/10/2007 AO 2 2 ENLARGED PLAN-NORTH CENTRAL UPPER LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 GO 3 0 GARDEN LEVEL GARAGE EGRESS PLAN 11/17/06 03/08/07 8/10/2007 AO 2 3 ENLARGED PLAN-EAST WING UPPER LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 0 0 GO 3 1 GARDEN LEVEL WEST WING GARAGE EGRESS PLAN 11/17/06 03/08/07 8/10/2007 AO 3 0 GARDEN LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 8/10/2007 10/19/2007 2 GO 3 2 GARDEN LEVEL CENTRAL AREA GARAGE EGRESS PLAN 11/17/06 03/08/07 8/10/2007 AO 3 1 ENLARGED PLAN-WEST WING GARDEN LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 '^ GO 3 3 GARDEN LEVEL EAST WING GARAGE EGRESS PLAN 11/17/06 03/08/07 8/10/2007 AO 3 2 ENLARGED PLAN- NORTH CENTRAL GARDEN LEVEL GARAGE FLOOR PLAN 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 r ` G1 1 0 FIRST LEVEL EGRESS PLAN 11/17/06 03108/07 8110/2007 AO 3 3 ENLARGED PLAN-EAST WING GARDEN LEVEL GARAGE FLOOR PLAN 11117/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 v a G1 1 1 FIRST LEVEL WEST WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 Al 1 0 FIRST LEVEL FLOOR PLAN 11/17/06 4/1212007 8/10/2007 10/19/2007 G1 12 FIRST LEVEL CENTRAL AREA EGRESS PLAN 11/17/06 03/08/07 8110/2007 Al 1 1 ENLARGED FIRST LEVEL FLOOR PLAN-WEST WING 11/17/06 4/12/2007 8/10/2007 10/19/2007 N V u G1 13 FIRST LEVEL EAST WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 Al 12 ENLARGED FIRST LEVEL FLOOR PLAN-CENTRAL AREA 11/17/06 4/12/2007 8/10/2007 10/19/2007 G1 20 SECOND LEVEL EGRESS PLAN 11/17/06 03/08/07 8/10/2007 Al 13 ENLARGED FIRST LEVEL FLOOR PLAN-EAST WING 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 G1 21 SECOND LEVEL WEST WING EGRESS PLAN 11/17/06 03108/07 8/10/2007 Al 14 ENLARGED FIRST LEVEL FLOOR PLAN-EAST WING 11/17/06 8/10/2007 10/19/2007 0-1 �T7 G1 22 SECOND LEVEL CENTRAL AREA EGRESS PLAN 11/17/06 03/08/07 8/10/2007 Al 2 0 SECOND LEVEL FLOOR PLAN 11/17/06 4/12/2007 8/10/2007 10/19/2007 w G1 23 SECOND LEVEL EAST WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 Al 21 ENLARGED SECOND LEVEL FLOOR PLAN-WEST WING 11/17/06 8/10/2007 10/19/2007 ^ G1 3 0 THIRD LEVEL EGRESS PLAN 11/17/06 03/08/07 8/10/2007 Al 2 2 ENLARGED SECOND LEVEL FLOOR PLAN-CENTRAL AREA 11/17/06 5/4/2007 8/10/2007 10/19/2007 �•r� G1 31 THIRD LEVEL WEST WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 Al 2 3 ENLARGED SECOND LEVEL FLOOR PLAN-EAST WING 11/17/06 4/12/2007 5/4/2007 8/10/2007 10/19/2007 H G1 3 2 THIRD LEVEL CENTRAL AREA EGRESS PLAN 11/17/06 03/08/07 8/10/2007 Al 30 THIRD LEVEL FLOOR PLAN 11/17/06 4/12/2007 8/1012007 10/19/2007 G1 33 THIRD LEVEL EAST WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 Al 31 ENLARGED THIRD LEVEL FLOOR PLAN-WEST WING 11/17/06 8/10/2007 10/19/2007 G1 40 FOURTH LEVEL EGRESS PLAN 11/17106 03/08/07 8/10/2007 Al 32 ENLARGED THIRD LEVEL FLOOR PLAN-CENTRAL AREA 11/17/06 8/10/2007 10/19/2007 G1 41 FOURTH LEVEL WEST WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 Al 33 ENLARGED THIRD LEVEL FLOOR PLAN-EAST WING 11/17/06 4/12/2007 8/10/2007 10/19/2007 G1 42 FOURTH LEVEL CENTRAL AREA EGRESS PLAN 11/17/06 03/08/07 8/10/2007 Al 4 0 FOURTH LEVEL FLOOR PLAN 11/17/06 4/12/2007 8/10/2007 10/19/2007 G1 43 FOURTH LEVEL EAST WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 Al 4 1 ENLARGED FOURTH LEVEL FLOOR PLAN-WEST WING 11/17/06 8/10/2007 10/19/2007 G1 50 FIFTH LEVEL EGRESS PLAN 11/17/06 03/08/07 8/10/2007 Al 4 2 ENLARGED FOURTH LEVEL FLOOR PLAN-CENTRAL AREA 11/17/06 8/10/2007 10/19/2007 G1 51 FIFTH LEVEL WEST WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 Al 4 3 ENLARGED FOURTH LEVEL FLOOR PLAN-EAST WING 11/17/06 4/12/2007 8/10/2007 10/19/2007 G1 5 2 FIFTH LEVEL CENTRAL WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 10/19/2007 Al 50 FIFTH LEVEL FLOOR PLAN 11/17/06 4/12/2007 8/10/2007 10/19/2007 G1 53 FIFTH LEVEL EAST WING EGRESS PLAN 11/17/06 03/08/07 8/10/2007 10/19/2007 Al 51 ENLARGED FIFTH LEVEL FLOOR PLAN-WEST WING 11/17/06 8/10/2007 10/19/2007 G1 60 SIXTH FLOOR EGRESS PLAN 11/17/06 03/08/07 8/10/2007 Al 52 ENLARGED FIFTH LEVEL FLOOR PLAN-CENTRAL AREA 11/17/06 8/10/2007 10/19/2007 OWNER/DEVELOPER G1 61 SIXTH LEVEL WEST WING EGRESS PLAN 03/08/07 8/10/2007 Al 53 ENLARGED FIFTH LEVEL FLOOR PLAN-EAST WING 11/17/06 4112/2007 8/10/2007 10/1912007 G1 62 SIXTH LEVEL CENTRAL WING EGRESS PLAN 03/08/07 8/10/2007 10/1912007 Al 60 SIXTH LEVEL FLOOR PLAN 11/17/06 4112/2007 8/10/2007 10/19/2007 VAIL RESORTS G1 63 SIXTH LEVEL EAST WING EGRESS PLAN 03/08/07 8/10/2007 Al 61 ENLARGED SIXTH LEVEL FLOOR PLAN-WEST WING 11/17/06 8/10/2007 10/19/2007 G1 7 0 ROOF LEVEL FIRE SEPARATION PLAN 11/17/06 03/08/07 8/10/2007 Al 62 ENLARGED SIXTH LEVEL FLOOR PLAN-CENTRAL AREA 11/17/06 8/10/2007 10/19/2007 DEVELOPMENT �\n G1 71 ROOF LEVEL WEST WING EGRESS PLAN 03/08/07 8/10/2007 Al 63 ENLARGED SIXTH LEVEL FLOOR PLAN-EAST WING 11/17/06 4/12/2007 8/10/2007 10/19/2007 COMPANY G1 7 2 ROOF LEVEL CENTRAL WING EGRESS PLAN 03/08/07 8/10/2007 Al 7 0 NOT USED - - - - - - G1 7 3 ROOF LEVEL EAST WING EGRESS PLAN 03/08/07 8/10/2007 Al 8 0 ROOF PLAN 11/17/06 8/10/2007 AVON,COLORADO Al 801 ROOF PATTERN/MATERIAL PATTERN 11/17/06 8/10/2007 CIVIL Al 8 1 ENLARGED ROOF PLAN-WEST WING 11/17/06 8/10/2007 COOOA COVER SHEET 11/17/06 4/12/2007 8/10/2007 Al 8 2 ENLARGED ROOF PLAN-CENTRAL AREA 11/17/06 8/1012007 C00013 TOWN OF VAIL CONSTRUCTION NOTES 11/17106 8/10/2007 Al 8 3 ENLARGED ROOF PLAN-EAST WING 11/17/06 4/12/2007 8/10/2007 DESIGN ARCHITECT C001 EXISTING CONDITIONS PLAN 11/17/06 03/08/07 8/10/2007 A2 CO 1 UNIT TYPICAL NOTES&LEGEND 5/4/2007 8/1012007 C002 SITE DEMOLITION PLAN 11/17/06 4/12/2007 8/10/2007 A2 C1 1 UNIT 2Ca-UNIT PLAN& REFLECTED CEILING PLAN 4/12/2007 8/10/2007 10/19/2007 C003 GRADING PLAN & DRAINAGE 11/17/06 03/08/07 4/12/2007 8/10/2007 10/19/2007 A2 Cl 2 UNIT 2Ca-ENLARGED PLANS & ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 C003B GRADING PLAN (CONT) 11/17/06 4/12/2007 8/10/2007 A2 Cl 3 UNIT 2Ca-ENLARGED PLANS & ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 4240 C004 STORM SEWER PLAN 11/17/06 4/12/2007 8/10/2007 10/19/2007 A2 C2 1 UNIT 3Ca- UNIT PLAN & REFLECTED CEILING PLAN 4/12/2007 8/10/2007 10/19/2007 C005 STORM SEWER PROFILE 11/17/06 4/12/2007 8/10/2007 A2 C2 2 UNIT 3Ca-ENLARGED PLANS & ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 C006 WATER AND SANITARY SEWER PLAN 11/17/06 4/12/2007 8/10/2007 A2 C2 3 UNIT 3Ca-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 Denver, Colorado C007 SHALLOW UTILITY PLAN 11/17/06 4/12/2007 8/10/2007 10/19/2007 A2 C3 1 UNIT 3Cb- UNIT PLANS 4/12/2007 5/4/2007 8/10/2007 10/1912007 C008 EROSION CONTROL PLAN 11/17/06 4/12/2007 8/10/2007 1 A2 C3 2 UNIT 3Cb-REFLECTED CEILING PLANS 4/12/2007 8/10/2007 10/19/2007 C009 SITE& UTILITY DETAILS 11/17/06 4112/2007 8/10/2007 A2 C3 3 UNIT 3Cb- ENLARGED PLANS& ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 ARCHITECT OF RECORD C010 HARDSCAPE DETAILS 11/17/06 4/12/2007 8/10/2007 A2 C3 4 UNIT 3Cb- ENLARGED PLANS& ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 GLOVER SMITH BODE,INC C011 EROSION CONTROL DETAILS 11/17106 4/12/2007 8/10/2007 A2 C3 5 UNIT 3Cb-ENLARGED PLANS & ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 OKLAHOMA CITY,OKLAHOMA C012 SIGNAGE RELOCATION PLAN 03/08/07 4/12/2007 8/10/2007 A2 C41 UNIT 3Cc- UNIT PLAN & REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C4 2 UNIT 3Cc-ENLARGED PLANS & ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 CIVIL ENGINEER LANDSCAPE A2 C4 3 UNIT 3Cc-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 ALPINE ENGINEERING,INC LA100 GRADING PLAN 11/17/06 8/10/2007 10/19/2007 A2 C51 UNIT 3Cd-UNIT PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 VAIL,COLORADO LA101 GRADING PLAN 11/17/06 8/10/2007 10/19/2007 A2 C5 2 UNIT 3Cd-REFLECTED CEILING PLANS 4/12/2007 8/10/2007 10/19/2007 A102 GRADING PLAN 8/10/2007 10/19/2007 A2 C5 3 UNIT 3Cd- ENLARGED PLANS& ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 LANDSCAPE ARCHITECT L LAYOUT PLAN 11/17/06 8/10/2007 10/19/2007 A2 C5 4 UNIT 3Cd-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 S E GROUP LA20 A2 C5 5 UNIT 3Cd-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10119/2007 BURLINGTON,VERMONT LA201 LAYOUT PLAN 11/17/06 8/10/2007 10/19/2007 A2 C6 1 UNIT 3Ce-UNIT PLAN & REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 LA202 PAVING PLAN 11/17/06 8/10/2007 10/19/2007 A2 C6 2 UNIT 3Ce-ENLARGED PLANS &ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 STRUCTURAL ENGINEER LA203 PAVING PLAN 11/17/06 8/10/2007 10/19/2007 A2 C6 3 UNIT 3Ce-ENLARGED ELEVATIONS 4/12/2007 8/10/2007 10/1912007 HAYNES WHALEY ASSOCIATES, LA204 PAVING PLAN 11/17/06 8/10/2007 10/19/2007 A2 C6 4 UNIT 3Ce- ENLARGED ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 INC LA205 PAVING PLAN 4/12/2007 1 8/10/2007 10/19/2007 A2 C7 1 UNIT 2Cb- UNIT PLAN & REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 HOUSTON,TEXAS LA300 LANDSCAPE DETAILS 11/17/06 8/10/2007 10/19/2007 A2 C7 2 UNIT 2Cb- ENLARGED PLANS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 LA301 LANDSCAPE DETAILS 11/17/06 10/19/2007 A2 C7 3 UNIT 2Cb-ENLARGED PLANS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 MECHANICAL ELECTRICAL LA302 LANDSCAPE DETAILS 11/17/06 8/10/2007 10/19/2007 A2 C81 UNIT 2Cc-UNIT PLAN&REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 PLUMBING ENGINEER LA303 LANDSCAPE DETAILS 11/17/06 8/10/2007 10/19/2007 A2 C8 2 UNIT 2Cc- ENLARGED PLANS & ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 ABS CONSULTANTS INC LA304 LANDSCAPE DETAILS 11/17/06 8/10/2007 10/19/2007 DENVER,COLORADO LA305 LANDSCAPE SECTIONS 11/17/06 8/10/2007 10/19/2007 A2 C8 3 UNIT 2Cc-ENLARGED PLANS& ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 LANDSCAPE SECTIONS 4/12/2007 8/10/2007 10/19/2007 A2 C91 UNIT 3Cf-UNIT PLAN & REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 INTERIOR DESIGN LA306 LANDSCAPE SECTIONS 8/10/2007 10/19/2007 A2 C9 la UNIT 3Cf-REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10119/2007 WILSON&ASSOCIATES LA30 A2 C9 2 UNIT 3Cf-ENLARGED PLANS & ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10119/2007 DALLAS,TX LA400 LANDSCAPE PLAN-TREES &SHRUBS 11/17/06 5/4/2007 8/10/2007 10/1912007 A2 C9 3 UNIT 3Cf-INTERIOR ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 LA401 LANDSCAPE PLAN-PERENNIALS 11/17/06 5/4/2007 8/10/2007 LIFE SAFETY A2 C9 4 UNIT 3Cf- INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 LA402 LANDSCAPE PLAN-COURTYARD 11/17/06 5/4/2007 10/19/2007 BCER ENGINEERING INC LA403 PLANTING DETAILS 11/17/06 10/19/2007 A2 C10 1 UNIT 2Cd- UNIT PLAN& REFLECTED CEILING PLAN 4/12/2007 8/10/2007 10/19/2007 ARVADA,COLORADO LA404 IRRIGATION PLAN 8/10/2007 10/19/2007 A2 C10 2 UNIT 2Cd-ENLARGED PLANS 4/12/2007 8/10/2007 10/19/2007 A2 CIO 3 UNIT 2Cd-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 DEWATERING A2 C11 1 UNIT 2Ce-UNIT PLAN&REFLECTED CEILING PLAN 4/12/2007 8/10/2007 10/19/2007 A2 C11 2 UNIT 2Ce-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 PROJECT NUMBER. 209-41 00 DW100 UNDERFLOOR DEWATERING 11/17/06 4/12/2007 8/10/2007 A2 Cl l 3 UNIT 2Ce-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 DW101 DEWATERING DETAILS 11/17/06 8/10/2007 A2 C12 1 UNIT 3Cg-UNIT PLAN&REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 ISSUE REVISION DATE A2 C12 2 UNIT 3Cg-ENLARGED PLANS 4/1212007 5/4/2007 8/10/2007 10/19/2007 A2 C12 3 UNIT 3Cg-ENLARGED PLANS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C12 4 UNIT 3Cg-ENLARGED PLANS 4/12/2007 8/10/2007 10/19/2007 /- –` \ A2 C131 UNIT 3Cm-UNIT PLAN& REFLECTED CEILING PLAN 4/12/2007 8/10/2007 10/19/2007 J A2 C13 2 UNIT 3Cm-ENLARGED PLANS 4/12/2007 8/10/2007 10/19/2007 A2 C13 3 UNIT 3Cm-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 A2 C141 UNIT 3Ch-UNIT PLAN&REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C14 2 UNIT 3Ch-ENLARGED PLANS 4/12/2007 8/10/2007 10/19/2007 A2 C14 3 UNIT 3Ch-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 A2 C151 UNIT 3Cj-UNIT PLAN 4/12/2007 5/412007 8/10/2007 10/19/2007 A2 C15 2 UNIT 3Cj-REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C15 3 UNIT 3CI-ENLARGED PLANS 4/12/2007 8/10/2007 10/1912007 A2 C15 4 UNIT 3CI-INTERIOR ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C161 UNIT 3Ck-UNIT PLAN 4/12/2007 8/10/2007 10/19/2007 A2 C16 2 UNIT 3Ck-REFLECTED CEILING PLAN 4/12/2007 8/10/2007 10/19/2007 A2 C16 3 UNIT 3Ck-ENLARGED PLANS 4/12/2007 8/10/2007 10/19/2007 A2 C16 4 UNIT 3Ck-ENLARGED PLANS 4/12/2007 8/10/2007 10/19/2007 A2 C16 5 UNIT 3Ck-ENLARGED PLANS 4/12/2007 8/10/2007 10/19/2007 A2 C17 1 UNIT 4Ca-UNIT PLAN 4/12/2007 5/4/2007 8/10/2007 10119/2007 A2 C17 2 UNIT 4Ca-REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 _ A2 C17 3 UNIT 4Ca-ENLARGED PLANS & ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 017 REV #7 10/19/07 A2 C17 4 UNIT 4Ca-INTERIOR ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 , A2 C17 5 UNIT 4Ca-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 & 015 REV #6 08/10/07 A2 C181 UNIT 4Cb-UNIT PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C18 2 UNIT 4Cb-REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 014 REV #5 05/04/07 A2 C18 3 UNIT 4Cb-ENLARGED PLANS & ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/1912007 013 REV #4 04/12/07 A2 C18 4 UNIT 4Cb-INTERIOR ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 4 A2 C18 5 UNIT 4Cb-INTERIOR ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 009 PERMIT SET 11/17/06 A2 C191 UNIT 4Cc-UNIT PLAN 4/12/2007 5/412007 8/10/2007 10/1912007 A2 C19 2 UNIT 4Cc-REFLECTED CEILING PLAN 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C19 3 UNIT 4Cc- ENLARGED PLANS& ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/1912007 A2 C19 4 UNIT 4Cc- ENLARGED PLANS& ELEVATIONS 4/12/2007 5/4/2007 8/10/2007 10/19/2007 A2 C19 5 UNIT 4Cc- ENLARGED PLANS& ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 A2 C20 1 UNIT 2Cf-UNIT PLAN & REFLECTED CEILING PLAN 4/12/2007 8/10/2007 10/19/2007 A2 C20 2 UNIT 2Cf-ENLARGED PLANS &ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 A2 C20 3 UNIT 2Cf-ENLARGED PLANS &ELEVATIONS 4/12/2007 8/10/2007 10/19/2007 PAOJEC[ IJOR IH TTiUE NOR7Fi PROJECT KEYPLAN v a N INDEX OF DRAWINGS M �O REVIEWED BY VOLUME ONE N rl W CD CD 1 N FEB 2 6 2008 N SAFEbu11t C010rado IND - �/ 1 LU z U rn REFERENCE S*rM50LS C MINIMUM FIRE RESISTANCE OF WALLS, PARTITIONSAND OPENING PROTECTIVES (hrs) Building Code umma ■Sry COMPONENT WALLS AND OPENING GENERAL NOTES SECTION NUMBER PARTITIONS PROTECTIVES 1. CODES: SECTION Codes 2003 International Building Code (With Town of Vail Amendments) DRAWING NUMBER `' All work shall conform to building codes, ordinances, and laws having 2003 International Mechanical Code (With Town of Vail Amendments) SHAFT ENCLOSURES (including jurisdiction at project site. Notify Architect of all conflicts in writing. 2003 International Plumbing Code (With Town of Vail Amendments) stairways, exits & elevators) 11. THROUGH-PENETRATION FIRESTOP SYSTEMS.- Submit systems proposed for 2003 International Fuel Gas Code (With Town of Vail Amendments) 4 or more stories 2 1'/ use to Architect for approval, in accordance with requirements of Specifications SECTION NUMBER BUILDING SECTION 2003 International Fire Code With Town of Vail Amendments) u. Section 012-70. DRAWING NUMBER 2003 International Energy Code (With Town of Vail Amendments) WALLS AND PARTITIONS 111. QIMENSIONS.- Field verify all measurements required. Use dimensions shown on 1990 Americans with Disabilities Act (January 13, 1998 ADAAG) 10/19/01 drawings and actual field measurements. Do not scale drawings. Notify Architect 1988 Fair Housing Act (Amendments of the Civil Rights Act of 1968 with amendments and COMPONENT WALLS AND OPENING in writing of discrepancies. design criteria current as of this date) PARTITIONS PROTECTIVES A. r-)rawings are typically dimensioned to finish face of walls or centerline of M 1998 ICCIANSI A117 1 Accessible and Usable Buildings and Facilities columns, unless no otherwise. Title 9 Colorado Revised Statutes regarding Standards for Accessible Housing fire walls 3 3 B. Exterior dimensions are to outside fare of metal studs. LOWER LEVEL BA.1 2002 NFPA 70 National Electric Code within tenant space Non-combustible COLUMN GRID LINE tenant space 1 % C. Center door and Cased openings, without location dimensions or details, between adjacent walls. Locate doors adjacent to walls, but not dimensioned, NOTE Other codes and standards (I e NFPA, ASTM) are referenced in this code review summary horizontal exit 2 1'/ with door opening &-inches from face of adjacent wall. and the referenced building codes Comply with the most stringent requirements of the applicable exit access corridors 1/2 20 min �4 D. Verify all dimensions and conditions and notify Architect of all discrepancies referenced standards Where an entire code is referenced or similar conditions apply to more hazardous occupancy control areas 1 % in Writing before proceeding with work. 1 than one of the standards listed, the installation of systems and components shall comply with bathrooms & restrooms the most stringent requirements The individual units are assumed to be Owner occupied IV, CONDITIONS.- The Contractor shall carefully examine bidding and contract documents Accessible dwelling units are not required for inclusion into the project OCCUPANCY SEPARATIONS (including all Revisions and Addenda) and construction site (premises and all conditions ther n COLUMN GRID LINE Required Fire Opening �4 and therein) to obtain firsthand knowledge of existing Conditions. No extra 1. Occupancy - The project building consists of mixed-use Building Group R - Residential (310) Group R-2 Resistance Protectives payments will be given to Contractor for conditions Which can be determined by (3101), Group A2 - Assembly (303), Group S2 Storage (311), Group M - Mercantile (309), and Group B - 3 3 examining the site and the construction documents. Business (304), Group A4 -Assembly, Swimming Pools (303 1), and Parking Garage (406 2) The height 2 1'/ of the building is six stories with three basement levels below grade The building shall have a complete fire 1 U 0 CD 1.4 DRAWINGS.- The Mechanical, Plumbing, Electrical, Fire Protection 4 Alarm, Special Systems, U) suppression and alarm system in all areas complying with NFPA 13 Occupancy groups in a mixed use 0 De-Watering, Civil, Landscape, and Lighting drawings are cliaeramitical. building shall be separated from the main occupancy (Group R-2) except incidental uses within dwelling LIMITING SIZE OF WIRED GLASS PANELS N U Anything shown on the Architectural, or Structural drawings and not mom, STRUCTURAL STEEL SA units 0-4 on the Mechanical, Plumbing, Electrical, Fire Protection and Alarm, Special COLUMN GRID LINE MAXIMUM MAXIMUM MAXIMUM 04 Systems, C)ewatering, Civil, Landscape, or Lighting drawings or shown on 10-11 the Mechanical, Plumbing, Electrical, Fire Protection 4 Alarm, Special Systems, 2. Physical Properties of Building - RATING, OPENING AREA HEIGHT WIDTH De-Watering, Civil, Landscape or Lighting drawings and not on the A The project consists of one main mixed use six story residential building with three basement levels (sq in) (in) (in) Architectural or Structural shall be Interpreted as being shown on the sheets VESTIBULE —ROOM NAME The gross floor areas for the building, including balconies, are as follows 1 & V/2-hour doors 100 33 10 of all disciplines. The Contractor shall examine all drawings and specifications ROOM REFERENCE ROOM NUMBER %-hour door 1,296 54 54 prior to submitting a contract price for providing all items of work, including Lower Basement Level - 80,401 sq ft 1/3 Hour door( 20 Minutes) Not Limited Not Limited Not Limited utility connections. Upper Basement Level - 77,361 sq ft Fire Window Assemblies 1,296 54 54 Garden Level - 77,984 sq ft D Incidental use areas and spaces which are incidental to the main occupancy shall be separated, in PROJECT MANUAL.- The proj eat manual contains descriptions of performance and First Level - 61,965 sq ft accordance with Table 302 1 1 and comply with Section D 302 3 Areas that are incidental to the materials / sUstems to be installed in the projer-t- The contractor is REFERENCE TYPICAL Second Level - 63,636 sq ft main occupancy shall be classified in accordance with the main occupancy of the portion of the C>00f;Z NUMMER rwxx___� Third Level - 61,515 sq ft building in which the incidental use area is located Incidental use areas within arid serving a dwelling responsible for providing complete operational building systems, C�) DOOR SCHEDULE Fourth Level - 60,015 sq ft unit are not required to comply with section 302 Components, as indicated or specified. The drawings and project Fifth level - 59,381 sq ft manuals are complimentary. Sixth Level - 20,335 sq. ft. 7. Fire resistance ratings of specific building materials: Comply with Chapter 7 Note that equivalency OWNER/DEVELOPER Total Building Area - 562,593 sq ft calculated fire ratings apply to specific material properties as indicated in this chapter Fire rated VAIL RESORTS V. COORDINATION.- UNIT TYPICAL nxx REFERENCE TYPICAL assemblies requied for this project are indicated on the general information sheets Installation shall be in A. Review and coordinate requirements of C)rawines before beginning installation DOOR NUMBER DOOR SCHEDULE B Use Type 1 B Construction Classification for the entire building This allows for 11 stories in height and accordance with the requirements of the designs listed DEVELOPMENT of work. Report discrepancies discovered, in writing, to Architect. Work unlimited area The building code requires a complete fire suppression system in all areas of the COMPANY installed and found in conflict with requirements Indicated on drawings shall RAILING TYPE/DETAIL building It is assumed that the perimeter of the building is provided with a separation not less than 30 8. Interior Finish Ratings: AVON,COLORADO be corrected at no additional cost to Owner. REF_ A5.90 4 Ar2.ql /4> ft wide A Classification (803 1) Interior finish materials other than those applied to floors shall be classified in B. Verify that utility characteristics of operating equipment are compatible with C Separation distance from exterior walls to assumed and common property lines - Comply with accordance with ASTM E 84 Such interior finish materials shall be grouped in the following classes in building utilities. Coordinate work of various construction trades having requirements of Table 602 Opening protectives are required for those areas where the clearances accordance with their flamespread and smoke development DESIGN ARCHITECT interdependent responsibilities for installing, Connecting to, and placing DETAIL REFERENCE DETAIL NUMBER (separation distances) do not meet the minimum for unprotected openings 1 Class A Interior Finish Flamespread 0-25, Smoke Developed 0-450 Any element thereof when equipment In service, DRAWING NUMBER so tested shall not continue to propagate fire C. Coordinates pace and opening requirements and installation of mechanical 3. Building Construction - Due to the height and area of the building of the main residential building, the 2 Class B Interior Finish Flamespread 26-75, Smoke Developed 0-450 4240 and electrical work. Verify location and required opening sizes for equipment, minimum construction allowed for Occupancy Group R2 is Type 1B Type 1B construction is allowed for all 3 Class C Interior Finish Flamespread 76-200, Smoke Developed 0-450 location and sizes for equipment pads and bases, and requirements and REFERENCE OR DATUM occupancies identified as building use groups and for their associated accessory areas Group R2 is the B Interior finish requirement based on R-2 occupancy sprinklered (803 3) location of power and water or drain instailation with equipment manufacturers major occupancy classification for this occupancy The main structure is to be classified Type 1 B Fire Exits - Class C Denver, Colorado before proceeding with work resistance ratings for Type 1 B Construction (Table 601, 602 and 705 4) are as follows Exit Access - Class C D. The following GRID LINES were used throughout the plan drawings as "REFERENCE" ELEVATION REFERENCE DETAIL NUMBER Other Spaces - Class C ARCHITECT OF RECORD grids and occur on all floors, north to south, east to west DRAWING NUM5ER Structural Frame - 2 hrs Unit Interiors - Class C GLOVER SMITH BODE,INC Horizonta I -Grids M, AA, aa, and AAA (Supporting columns, other bearing walls or more than one floor) C All ski shops shall have Class A interior finish ratings (6104 8 as modified by the Town of Vail) OKLAHOMA CITY,OKLAHOMA Vertical Grids.- 1 1, 20, 25 and 62 CENTER LINE Supporting one floor only - 2 hrs CIVIL ENGINEER Supporting Roofs only - 1 hrs 9. Fire Protection Systems: The building shall be equipped with a complete fire protection system in ALPINE ENGINEERING,INC Interior Non-Bearing Partitions - Non-combustible accordance with Chapter 9 of the International Building Code and NFPA 13 as approved by the local VAIL,COLORADO VI, INSTALLATION.- Comply with most stringent requirements of manufacturer's NORTH REFERENCE Columns & Bearing Walls- building official for all occupancy group areas Instructions and final shop drawings. The Contractor shall be responsible for Supporting more than one floor- 2 hrs LANDSCAPE ARCHITECT coordination of all work to be performed under this contract, Supporting one floor only - 2 hrs 10. Means of Egress: S E GROUP A Supporting Roofs only - 1 hrs a Occupant Load (Table 10003 2 & NFPA ) - Area per Occupant BURLINGTON,VERMONT VI 1. OCCUPANT LOAD AND TRAVEL DISTANCE.- REVISION REFERENCE C= Beams, Girders, Trusses & Arches Assembly Concentrated - 7 sf net STRUCTURAL ENGINEER Supporting columns or more than one floor- 2 hrs Assembly Standing room - 5 sf net HAYNES WHALEY ASSOCIATES, A. In a similar manner to other projects in Vail the 'Occupied Floor Area" is that area Supporting one floor only - 2 hrs Assembly (Unconcentrated use) - 15 sf net INC measured within the perimeter formed by the inside surface of the exterior walls. The DETAIL SECTION SECTION NUMBER 4 HOUSTON,TEXAS area of all occupiable and nonoccupiable spaces, is included in the gross floor REFERENCE DRAWING NUMBER Supporting Roofs only - 1 hrs Business - 100 sf gross area. This area could also include any covered (under the horizontal projection of Exterior Bearing and Nonbearing Walls Exercise Rooms (w/ equipment) - 50 'sf gross MECHANICAL ELECTRICAL Horizontal Separation Exercise Rooms (w/o equipment)- 15sf gross PLUMBING ENGINEER the roof or floor above). This dimension was used the determination of occupant PARTITION TYPE P1 Less than 5' 3 hrs Kitchen - 200 sf gross ABS CONSULTANTS INC load. REF. Aro.1 4 A6.21 Over 5' to 10' 1 hrs Locker Rooms - 50 sf gross DENVER,COLORADO Over 10' to 30' 1 hrs Parking Garages - 200 sf gross INTERIOR DESIGN B. The balcony areas were excluded from the floor area in determination of occupant WILSON&ASSOCIATES WINDOW TYPE Over 20' to 30' 1 hrs Mercantile - Basement and Grade Floors 30 sf gross DALLAS,TX load for a condominium. The spread sheet has included the square footage for each REF, Al.ro THRU Al.6.3 Over 30' 0 hrs Mercantile -Other Floors 60 sf gross LIFE SAFETY unit. When the square footage is included in the total square footage there are Unprotected Openings in Exterior Walls (Sprinklered Building) Mercantile - Storage Stock, and Shipping 300 sf gross BCER ENGINEERING INC Currently only I units that exceed the 2000 square feet limitation for a second exit. CAST STONE P.C.- PLASTER Those units range from 203"1 sf - 2231 sf. The design team will identity those specific. SURROUND TYPE SURROUND TYPE Horizontal Separation Residential - 200 sf gross ARMADA,COLORADO units and request an administrative modification to delete the the balconies in the REF. A-1.1 0 - 3' Unprotected openings not permitted Swimming Pool Deck - 15 sf gross square footage calculation in those units only. DECORATIVE GRILLE TYPE 31 - 51 15% unprotected openings Swimming Pool Water Surface Area - 50 sf gross REF. A7.16 Over 5' to 10' 25% unprotected openings Accessory Storage and Mechanical - 300 sf gross PROJECT NUMBER 2094100 C. 5alconies have been included in determining the most remote point to measure the Over 10' to 15' 45% unprotected openings b Arrangement and number of Exits - Comply with 1004 (refer to list below) In buildings protected CAST STONE PROFILE TYPE Over 15' to 20' 75% unprotected openings throughout by an approved automatic sprinkler system, the minimum separation distance between two ISSUE REVISION DATE common path of travel distance from in a condominium. The common path of travel REF. A5.q6, A5,q-7, A5,018 Over 20' to 25' Unprotected openings not limited exits or exit access doors shall be 1/3 the length of the maximum overall diagonal dimension of the distance has been measured as the line of sight would allow, taking into consideration Over 25' to 30' Unprotected openings not limited building or area to be served that walls and doorway locations determine this routs, not furniture locations. MATERIALS LEGENID Over 30' Unprotected openings not limited c Maximum Travel Distances - Group R2 Sprinklered 250 ft , Group A2 Sprinklered 250 ft , Group B 11111IM1111IM1111 D. All units exceeding the 2000 square feet limitation or the common path of EARTH 5D 4. High Rise Provisions: The height of the structure does not exceed 75 feet above the lowest level of fire Sprinklered 300 ft , Group S-2 400 ft , and Group MM Sprinklered 250 ft 11- - travel limitation of 15 feet have been provided with a second exit except as , department vehicle access and is therefore not considered a high rise building d Maximum dead end corridor 20 ft modified by administrative- amendment. 6 5. Roof Assemblies and Rooftop Structures: Roof structures and components shall comply with the e Egress width per person Level 0 15" per person VIII. COMBUSTIBLE MATERIALS IN TYPE I CONSTRUCTION.- G.M.U. RIGID INSULATION provisions of Chapter 15 Stairs 0 2" per person 6. Fire Separation Requirements and Opening Protectives: f Minimum corridor/aisle width - 44 inches, 36 inches within dwelling units A, All concealed wood blocking used in this project shall be fire retardant treated. A Occupancy Separation Requirements (302 3 2) g Minimum clear opening of exit doors - 32 inches B. Wood trim as described in 15C Section 603 (S) is not required to be fire retardant CONCRETE 5ATT INSULATION Residential - 1 hour Tenant Separation, 2 hr occupancy Separation h Minimum Egress stair width - 44 inches treated as Iong as the installation complies with Section 503. Assembly - 2 hours I Minimum number of exits C. The Contractor shall provide test results for finish wood materials as required to Business - 2 hours Occupant load per story 1-500 2 substantiate required finish rating. STEEL PLYWOOD Mercantile - 2 hours 501-1000 3 IX. THERMAL INSULATION REQUIREMENTS.- Parking Garage - 2 Hours (301 1 1) as modified by building construction classification Spaces with one means of egress Occupancy Groups A, B, M, & U - 50 Occupants, Occupancy A. Roof R=66 (Rigid Board and Fiberglass Batt) CEMENT, GROUT, Boiler & Machinery Rooms - 1 hour (704 1 3 3 1), 2 hrs in areas serving Group A or H Group S - 30 Occupants, Occupancy Groups R - 10 Occupants (Fiberglass Batt Insulation, and Rigid Board) MILLED WOOL) OR SAND Accessory Areas - 1 hour (with % hour opening protective) j Stairway protection - Comply with 1019 k Stairway construction - Comply with 1009 C. floors over un- xi Access Corridors - our B. Exterior Walls 19 Partitions within tenant spaces - 0 hours (704 1 1) 1 Access to roof- Buildings four stories or more in height, except those with a roof slope greater than 015 REV #6 08/10/07 conditioned space ><1 ROUGH WOOD GYP. SHEATHING Corridors - Groups A, greater than 30 occupants - 1 hr 4 12, shall be provided with a stairway to the roof areas 012 PHASED CONST 03/08/07 or mechanical rooms R=24 (Spray on Insulation, Fiberglass 5atts/Rigid Board) Group R, greater than 10 occupants - 1/2 hr m Exit discharge and exit passageways - Comply with 1020 and 1023 A3 D. Perimeter Insulation R=& (2" Rigid Board) CEILING TILE PLASTER ON Groups B, M, and S - 0 hr in sprinklered building n Exit doors - Comply with 1012 All exit doors shall be side swinging type Comply with Chapter 10 and PERMIT APP E. Glass SHGC:=O.I, U-Factor=0.4 OR CERAMIC TILE i MTL. LATH Ski Shops - 1 Hour Separation (Town of Vail Amendments) Section 403 for special locking requirements 009 PERMIT SET 11/17/06 0 0 B Protection of openings in walls o Balconies, porches, galleries - Comply with 1014 FIRE SAFING I-ME ME GRAVEL Assembly Rating Fire Door or Shutter Fire Resistance Rating q Exit illumination and signs - Comply with 1006 3 p Residential Common Path of Travel - 75 ft (fully sprinklered building) LIST OF ABBREVIATIONS Fire Walls and Barriers having a 4 hr 3 hr q Minimum Ceiling Height - T-6" A5 ANCHOR BOLT DWGS DRAWINGS FURN FURNISHED OFOI OWNER FURNISHED SHT, SHEET required fire resistance rating 3 hr 3 hr ACOUST ACOUSTICAL EA EACH FURRG FURRING OWNER INSTALLED Sim. SIMILAR greater than 1 hr 2 hr I '/ hr 11. Accessibility - Comply with the most stringent requirements of Chapter 11 of the International Building ArDDL ADDITIONAL GA. GAUGE OP OPERABLE PARTITION SP SHOP FAINT Fire Barriers having a required Code, ANSI A117 1, Americans with Disabilities Act, and The Fair Housing Act Title 9 of the State of AFF ABOVE FINISHED FLOOR EIFS EXTERIOR INSULATION 4 FINISHING:SYS S C-;ALV GALVANIZED OPP,/OPP OPPOSITE/OPPOSITE HAND ss STAINLESS STEEL fire resistance rating of 1 hr Colorado Revised Statutes requires that residential developments comply with the standards listed in this (i GEN. GENERAL ST STAINED AND VARNISHED AHU AIR HANDLING UNIT ELEC. ELECTRICAL Gi GALVANIZED IRON P.G. PORTLAND CEMENT STL. STEEL Shaft, Exit Enclosure, and exit document Residential projects are rated on a point system in paragraph 9-5-105 This development ALUM ALUMINUM GL. GLASS PLAS. LAM_ PLASTIC LAMINATE STN STAIN passageway walls 2 hr 11/2 hr contains a total of 116 dwelling units and will require a minimum of 48 accessibility points Accessibility ANOD ANODIZED ELEV. ELEVATION GYP. GYPSUM f=,LYWr.>. PLYWOOD Other Fire Barriers 1 hr 3/4 hr points are obtained from the following Awl EQ EQUAL GYP. 50. GYPSUM BOARD PMEJ F)'REMOLDED EXPANSION STOP STOP-AGE PROJECT ARCHITECTURAL WoOC>Wof;K INSTITUTE NO= 5LKG BLOCKING EQUIP, EQUIPMENT HM HOLLOW METAL JOINT STRUCT. STRUCTURAL Fire Partitions 5M BEAM ES EXPOSED STRUCTURE HR. HOUR PPT PRESERVATIVE PRESSURE SUSP SUSPENDED Corridor Walls 1 hr 1/3 hr Accessible Dwelling Unit Type Accessibility Point Value Per Dwelling Unit PROJECT KEYPLAN BRCS BEARING EXIST. EXISTING INSUL_ INSULATION, INSULATED TREATMENT TELE TELEPHONE '/ hr 1/3 hr CJ. CONTROL JOINT EXP EXPANSION JAN. JANITOR PF PIREFINISHEID TEMP. TEMPERED Exterior Walls 2 hr 1 1/2 hr Type "A" Dwelling Unit 6 Points Each 6 x 3 units = 18 CLG. CEILING EXT. EXTERIOR PT PAINT TG TOP OF GRATE 1 hr 3/4 hr Type "A" Multi-Story Dwelling Unit 5 0 CLO CLOSET F FABRIC LM LIQUID MEMBRANE RCP REFLECTED CEILING PLAN TLWC TOP OF LIGHTWEIGHT FC5 FIBER CEMENT BOARD RD ROOF DRAIN CONCRETE Type "B" Dwelling Unit 4 4 x 95 units = 380 I CMU, CONCRETE MASONRY UNIT TRANS. TRANSIT Note.- The materials and finishes indicated on these drawings serve as the basis of design Type "B" Multi-Story Dwelling Unit 3 3 x 18 units = 452 Ln COL. COLUMN FCT FIBER CEMENT TRIM MECH. MECHANICAL RE.- REFERENCE GENERAL NOTES, ro TV TELEVISION and have been selected for color, finish, texture, durability, and design characteristics. 71 FCU FAN COIL UNIT RECP RECEPTION Type "B" Visitable Ground Floor 1 r`J GONG. CONCRETE MGR MANAGER TW TOP OF WALL LEGEND, SYMBOLS, & 1-4 CONF FD FLOOR DRAIN MIN, MINIMUM REINF, REINFORCING Please be advised that there are other manufacturers and suppliers who can provide 00 CONFERENCE TYP. TYPICAL ABBREVIATIONS C) FF FINISHED FLOOR RESIL RESILIENT equivalent materials and systems meeting the stated design objective parameters for C) CONST CONSTRUCTION MNT MOUNT UL UNDERWRITERS LABORATORIES FE FIRE EXTINGUISHER MOE), BIT. MODIFIED BITUMEN RET RETAINING this project. Full open competition is expected from those contractors and material Note.- Refer to Drawing Sheet CONT. CONTINUOUS U.N.O. UNLESS NOTED OTHERWISE 12. Design Professional in Responsible Charge - FEC FIRE EXTINGUISHER CABINET MTL. METAL RE01D. REQUIRED suppliers who can provide and install equal products and systems having the same GO,0,5 for a f cienera I CORR CORRIDOR FIN. FINISH MFR. MANUFACTURER VERT. VERTICAL Glover Smith Bode, Inc CPT CARPET FLOOR NIC NOT IN CONTRACT SAM SELF ADHERED MEMBRANE VEST. VESTIBULE color, finish, texture and other design features as well as technical equalit� as those information 1140 N W 63rd Street, Suite 500 REVIEWED BY CT CERAMIC TILE FLASHG FLASHING NO, NUMBER S/A SUPPLY AIR VCT VINYL COMPOSITION TILE indicated. Refer to the Project Manual for substitution approval procedures to be G O * 0 * 0 CD1 DG DECORATIVE GRILLE FR. / FIRM FRAME OC ON CENTER SCHED. SCHEDULE VWC VINYL WALL COVERING followed during the bidding period. Oklahoma City, OK 73116 6 CD1 DIM DIMENSIONS FRT. FIRE RETARDANT TREATMENT Ow OPPOSITE HAND SC WD SOLID CORE WOOD W/ WITH P# (405) 848-9549 F# (405) 848-9783 FEB 2 6 2008 DN. DOWN FP FIELD FAINT OFCI OWNER FURNISHED SECT, SECTION WD, WOOD The designer's samples are available for contractor and material supplier review during DWG DRYWALL CHANNEL FTG, FOOTING CONTRACTOR INSTALLED SECY SECRETARY the bidding period at the office of the Owner by appointment only. U I SAFEbullt Colorado I I 11 , � ,,, ..-,-,.-" ' _ , /' ",.- � I ,, . I I ., .,��. '' ' : ,/..,,,,, - ,,' , i z ar on esi ences 11/� :..":."'-"'-' ', . \ ' '; "" , "'." " I ."' '* * I "� ' I "�' , ."', (" - ..'. '�� , ' , " � . "I- ,, --I .. 1 , ' ' I . 1 .�'_� .. : ", � ... ' ' , " I 1 "6z ' ' System No. F-B-2002 System No. C43-5003 AMERICAN GYPSUM CO2Types AG-C, AGX-C . Design No. U419 .. .;':'::*".. ...- '/1".. '�.' /I UL DESIGN THROUGH - UL DESIGN WALL Nonbearing Wall Ratings - 1, 2, 3 or 4 Hr (See Items 3 & 4) , ".... -�." _.'_ "".."'.'.'. " F Ratings-1-1/2 and 2 Hr (See Item 8) - - - .1 CANADIAN GYPSUM COMPANY-1/2 im Ty , ' .. , , pe Q, IP-X2,, \ '.. . '� . _ . I . . I- I I (Formerly System No. 91-E) - I., .1 _. .'..- IPC-AR or WRC, 5/8 in. T)T,,e AR, IP-AR or SCX, "Ill-,-_- I ,,, T RWnq-1'_H'f"'--'_____'_ ' _ . . 1. F Rating-4 Hr CONTINENTAL GYPSUM COMPANY-Types C&C, CG5-�, For Number of Layers 4 1 10/19/01 PENETRATION FIRESTOP T Rati ngs-1 and 2 fl-r (See Item 2) ASSEMBLES CGTC-C, � and Hourly Ratings I See Item 4 1 --A G-P GYPSUM CORP, SUB OF i _____ I L Rating At Ambient - 2 CFM/sq ft GEORGIA-PACIFIC CORP-'I�rpes ,"�, C N 4-MI-�___ - I I . JANMES HARDIE GYPSUM INC-1 12 in. or 5/8 in. 1) �: ._� L Rating At 400 F - Less Than I CFM/sq ft ype I I NOTE.- 8 � Design No. U412 max"C"' � I . I I � � . 9 . .... I Nonhearing WaLl Rating-2 HR. LAFARGE NORTH AMERICA INC-Type LGFC-C, LGFC- . . C I"A. 1 2 THROUGH-f=ENETRAT ION FIRESTOf=f=ING SYSTEMS . _11_�__ ' � NATIONAL GYPSUM CO - Type F,';I,'V,-C, INDICATED ON THIS SHEET REf=RESENT DESIGNS WHICH rA - Mt -, -1 PABCO GYPSUM, DIV OF 7 4 ;4 �4 1 MAY 5E USED ON THIS PROJECT IN ACCORDANCE WITH � 1 -a-C, . I 14� '25 0--i . - . - -1- __J . 'PACIFIC COASTBUILDING PRODUCTS INC-Type C or Sf=EC:IF[CATIONS SECTION 012-10-THROUGH f=ENETRATION .� . ��.' � I . - , . . � . I 4, >' i 11 . _ '.. � ....., I I ____ PG-C� own) - Channel shaped, fabri- 0 -4!� I . - - --,---,, - -:�;.-z i�_ = � = - .- - (Not sh FIRESTOf=S. THE CONTRACTOR MAY SU5MIT ALTERNATIVE 14 - 11 4B I -' 77 '-�= "�','X'__:� -- STANDARD GYPSUM L I C ---Type SG-C. 1. Floor and Ceiling Runners . E=- -I" I - I EQUIVALENT DESIGNS USING OTHER MANUFACTURERS AND 1�1 .0 .. ,,.ja 'A. '. . .' I ZT1, .; cated from min 25 MSG corrosion-protected steel, min width to accom- �-q �� - - .01 I " ..�%': _ � ��7111 I !t � TEMPLE-INLAND FOREST PRODUCTS CORP-'h,pe TG-C. modate stud size, with min I in. long legs, attached to floor and ceiling I , . - . � ; � . 1� '�� .. _1k... . . I '�" - - - '�� I . �' �' . I .!:. ' . ' ik 'i'. )� � : �"'"1�' 'I, - M �. I - , , , I - 1, 1Z.- 'i _�' IF'1717711-15-, 'C' - -' SYSTEMS FOR Af=f=ROVAL. REFER TO THE REQUIREMENTS � I"177�__-1 "". 'r I 10, . . ' ' " ' 0 : . 19 � � 1 .4�.V' ' I " 1z -� . , ,Y, �I ,,,, , '-�' UNITED STATES GYPSUM CO -1/2 in. Type C, Ir-X2, IPC-AR 04 H ',; "'C': k4' :' %e'C�" % �11y'�/""" P , . . � " ' 4 " " . 1��%' * - . '� ?, �' , '. _� "';. - ' OF Af=f=LICA5LE CODE REFERENCES REQUIRED 5Y � 7 # < * 11 1> . 0 >A 4 1 1 ,�. �e, I � ' I . �_' ' 1,- I I ) \�' 3 � IV % 59, , .I t " I - c�r WRC, 5/8 in, Type Al�, W-AR or ,SCX� with fasteners 24 in. OC max. k . , 0 � ' ;�,h� ._ � , - I " 4-,e_'��' I 2. Steel Studs- Channel shaped, fabricated from min 25 MSG X .Jt� 0 ' AUTHORITIES HAVING JURISDICTION. - . , . � : . t , _"' , ' _�__ '�___ - 1� ------- :�;� USG MEXICO S, A DE C V-1/2 in. T-pe (2, IP-X2, IPC-AR or I . 'N ' r . -=::,-- 1 4-iz-- "' . * 10 0 I ' .- - - V . '_'.�_� _ (Q) _ik- 6. "_�" ET _-� -;=.7 _11 �� corrosion rotected steel, min width as indicated under Item 4, min . . I . I I t N � I � ,A: a 0 . -' '_ i . I L WRC, 5/8in. Type AR, IP-AR or SCX' 1-1/4 in. anges and 1/4 in. return, spaced a max of 24 in. OC. Studs .e� ,,, 2 tj " P-. ' T, System No. W-L-1002 . . � � . �. . > . . E> I 'q . 4 ' : � V , 5A. Gypsum Boar&- (As an alternate to Item 5) - Nom ,1/4 in. thi&-, 4 to be cut 3/8 to 3/4 in. less than assembly height. __r . �� ---- A.' V I 14-� 1. . I - I U ;4 0 ` 4 � . -i, zibed in It= 5 witli - ,w , gt i ,c a d to �4 . (Formerly System No. I47-B) . f I I ,I-� .. � id, .". - � �k .14 _� ; ft wide, ii stalled as desc Scre len h n ro Se 3. Batts and Blankets*- (Required as indicated under Item 4) - Min- I F Ratings-1 and 2 Hr (See ltw 3) , I I 11 � 11 . 1 1. Floor and Ceiling Runner-(Not Shown)-25 MSG (min) gaLv steeL I in. 1-11A in� eral wool batts, friction fitted between studs and runners. Min nom U 0 1 � 1 4- . I - - �� . N U 11 1. I T Rating-0 Hr _.. I � .. ........ i J,'�! 9 11,11 .1 4 high, return legs 1-5/8 in. wide (min), attached to floor and ceiling with CANADIAN GYPSUM COMPANY---- Types .A- R, IP-AR. fliickness as indicated under Item 4. See Batts and Blankets (BKNV or H Z - ____� - � . I UNITED STATES GYPSUM CO-Kypes AK, JP-AR� BZJZ) Categories for names of Classified companies. �4 �r ri I 1 3 ' fasteners 24 in. OC. 3A. Batts and Blankets*- (Optional) - Placed in stud cavities, any �lass �-_4 1 rr- USG XTEXICO S A DE C V-Types AR, IP-,&R, . --!� )0 .. ..'___%1 : _.. , ' '. '' . � 2. Steel Studs-1-5/8 in. wide (min), 1-1/'4 in. legs, 1/4 in. return, formed � i . � t fiber or mineral wool insulation bearing the UL Classification Marking g4 Pq --1 = ,c ,i , rr �> - - � 0 � 1 6. joint Tape and Compound- Vinyl, dry or premixe )Und, VA ^'. �' I I , A it 1, """ ,-"I - . . Ll��_A ' r, r I of 25 MSG (min) ga1v steel max stud spacing 24 in. 0E. Studs to be cut applied to joints and screw heads; paper tap �' 2 in. witle, einbedded in as to Surface Burning Characteristics and/or Fire Resistance. See Batts I I " , . I i _J' - I .'.�_"--- .- _.q '� 0 -**"i . I . . I I .. . V - 3/4 in. less than assembty height first layer of compound over all joints. As an alten'i,ate, nom, 3/32 in.. and Blankets (BKNV or BZJZ) Categories for names of Classified com- (::� I I . e% 1 3 1� �_' k � � 13 1 . 3. Batts and BlankeU*-(Optional,)-Mineral woot or gtass fiber bam, dilck g.�Tsum veneer �Jaster may be appBod to the entire stirface of parties. 11-Ml 0 I �' . SECTION A-A. � "� artiatiy or compietety filling stud cavity. Fasten each batt to wallboard , 4. G )s Board*- Gypsum panels with beveled, square or tapered � 11 _�_ _ 11 ------... I . - 7 Classilfed veneer basv�ioar& Juitits reinforced. eF&su, lied vertically or horizontally. Vertical joints centered over Cl) �' 1 . � I 11 b Ease layer with a min 9/16 in. Long staple. Use five staples for each 4 ft 7. Caulking and Sealanfs*- (Optional,. not shown) - A bead of acous- studs an staggered one stud cavity on opposite sides of studs. Vertical , z ;4 .. � . 0 ' Long piece. Drive one stapte in the center of each piece and a staple at tical sealant applied around the partition perimeter for sound control, . . I 1. Floor or Wall Assembly-Miri 5-1/2 in. thick reinforced [191fteight or each corner, appTax 3 in. from edges. UNITED STATE'S GYPSUM CO-'ry e AS. H 04 1 . - normal,weight (100-150 pcf) concrete. VUL may atso be be constructed See Batts and Blankets (BZIZ) categM f6r names of manumcturers. **Bearing the UL Classification Mark 1p systems) -Resilient furring channels fabricated from min 25 MSG ... . of any UL Classified Concrete Blocks*. Diam 6f opening to be I in. to 4. WaHboard, Gypsum*-1/2 in. thidc. Wattboard appried verticalty in two , corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange 2. Floor Assembly - Min 5-1/2 in. thick reinfbrced normal weight 1-1/4 In. larger than outside diam of insuLated 'pe. f4ax diam of portion attached to each intersecting stud with 1/2 in. long Type S-19- I I . (140-150 pc� concrete. opening is 18 in. .P1 tayers. (Laminated 5y5tem) Inner La T atUche4 W Auds witb I in. lopa steel screws. Not for use with Item 4A. , �� . . 2. Firestop Device* - Tub Box- Nom 8-1/2 by 13-3/4 by 2-1/2 in. deen -oncrete Blocks (CAZT) categofy in the Fire Resistance Directory Type S steel screws spaced 24 in. OT along vertical. edges and 24 in. O.e. 6A. Steel Framing Members (Not Shown)* - (Optional on one or both .. - � _.z _�� ' . pDty%n'nyt cliloride (PVC) tub box with adjustAle legs. Tub box instaLtea See C in the field. Outer tayer Laminated to inner La�f with joint compound, Design No. U438 sides, not shown, for single or double layer systems) -As an alternate - � ' I I I 1111�� by cementing the tu' b box to flie cast in coupling.(Ttem 3), adjusting tbe for names of manufacturers. a U d 'th a notched spreader producing c*ntinuous beads of compound to Item 6, furring channels and Steel Framing Members as described OWNER/DEVELOPER 2' :�'-�' :'�il_',/� . Zoo le wl Nonbearing Wall Rating - 2 HR. I 1. . -- �- tub box legs to the proper height, securing the tub box legs tD the form 2, Pipe-14om 4 in, 41am (or smatter) Type L (or beavier) copper pipe or Ut 3/8 in. in diameter, spaced not greater than 2 in. D.C. Joints of below: . I � I � I . 24 In 3 01"�;- --.,-,. Laminated outer layer offset 12 in. from inner layer joinu. Outer layer a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8 .. , -a_: IV, -te concrete and pouring the tonctete Rush with th.e. top edge of the nom 12 in. diam (or smatter) ScbedAe 10 (or beavier) steet pipe centered - VAIL RESORTS �� , �� for tl I I (600m , '� 4 .. . - Q\� - -(�4_7-- Llj " tub box, After concrete is cured, tub box connected to nonmetaftic drain in the opening and rigidly supported on both sides of the floor or wait wallboard atUched to inner tayer with 1-1/2 in. long Type G steet screws .. - ill-if" 1. �1;1 �' 4.0.41., in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to .:. 7,'_111', ,!�i�i_i I L__-,_. "P_7'L1J �1P 1 IF I'V � J;J-'" I 11, `... I :I... u L Jli - i .-, '�'I"' ' � + . � N LA _" I piping (Item 7) in. conjunction with an -extension fitflag (Item 4), a ca-5t assembly. When max 6 in. diam pipe 'I's used, T Rating is 2 hr. Wlien sPaced 24 in. O.C. along edges and center iine of each shee-L "".. �J .. studs. Channels secured to studs as described in Item b. Gypsum .:1' Li :1 J . - ".11 k ...A,I _. \ ) iron J-bend (Item 5) and a mechanical joint coupling (Item 6). Tub box pipe 'I's targer than 6 in. diam, T Rating is I hr. Optional, (Direct Attached System) WaLlboard appried verdc Ity in two 1:: t', is 11 I-I's 11 -1�- 'Ir .IH7 board attached to furring channels as described in Item 5, Not for COMPANY ' . a .:. n hed Wo - use with Item 4A. AVON,COLORADO I SECTION t�-& to be ""'4dad with a tub/oveTRovi fitting (Item 8) instalted in 3. Pipe Covering*-Nom I or 2 in. thick holtow cylindricaL heavy density Layers. Inner layer attached to studs with 1 in, tong Type S sted sicrews HORZ. SECTION b. Steel Framing Members* - Used to attach furring diannels - - conjunction with a tub bushing (Item,g), , I ith an ad se ' spaced 24 in. D.C. in the field and aLong the vertical edges. Outer Layer CEILING .� 3 (Item 6Aa) to studs (Item 2). Clips spaced max. 48 in. OC., and 1, Wall. AssemblY-Tbe 1 or 2 hr fite-Tated 9YPsum wallboard/stud walL PriaSet Systems, Inc. -Part No, P25628 (min. 3.5 pc� gtass fiber unitsjacketed on the outside M mce ...X-.4" ! . W.I 'acto - pp ied -5/8 i rt. L Type S I 11 jacket. Longitudinal joints seal-ed 'th metal fasteners orf ry a h attached to the studs over the inner layer with 1 anq 4 L' .' K� I secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, assembLy shaLL by constructed of tbe materials and in the mannor 3. Fire-stop, Device* - Coupting - Cast in PVC coupUng sized to selfkealing tap tape, Transverse joints secured with metal fasteners or steel screws spaced 12 in. 0.1. in tile field, along the vertical ecrges, anid I, I I S-12 steel screw through the center grommet. Furring channels DESIGN ARCHITECT ' I described in the individual U300 or U400 Series Watt or Partition Design accommudat� nom 2 in. diam pipe.. Coupling cemented -to tub box. 11 r. ":. are friction fitted into clips. k0th butt strip tape supplied %vith the product,. to the floor and ceiling runners. Joints of screw-attached outer (ayer I '111 3 .:.", ' in the UIL Fire Resistance Director and shaft *nctude the folLowing ProSet Systems Inc. - PaTt No, P25458 FLOO A* cons y . I 1 4. Firestop Device* - Extension Fithing - Cast iron lined, PVC sleoved See Pipe and EquiPment Covering-Materials*(URGU) category in. offset from inner layer joints. PAC INTERNATIONAL INC-Type RSIC-1 .truction features* Building Materlak Directory for names of wnufacturers. Any pipe Optional, (Direct Attached System) Inner layer wallboard applied vertically, 1. Floor and Ceiling Runners- "J"' -shaped runner, 2-1/2 in. wide with 613. Steel F Members (Optional, Not Shown)*- As an alternate to fitting cemented into cast in coupting -(Item 3). Top of extension fitting covenng matenial meeting �he above specifications and bearing the outer Layer waftboard applied honizontaLly. Inner layer attached to Studs unequal legs of 1 in. and 2 in., fabricated from 24 MSG galv steel. Run- Item 6,r i�g channels and Steel Framing Members on only one side 4240 A, Studs-WaU fta.ming may consist of either wood studs or steel. . n channet studsi Waad studs to consist of nom 2 by 4 in. tumber spaced to be recessed appToxim-ately 3/4 in.... ftom top of cast in coupling to UL Classffii:ation Marking with a Rame Spread Index of 25 or less and with 1 in. Type S steel screws spaced 24 in. O.C. along vertical edges and ners positioned with short leg toward finished side of wall. Runners of studErsrldegscribed below: 16 in. OC with nom. 2 by 4 in.- lumber end piates and cross braces. accommodate tub bushing (Item 8). a Smoke DeveLoped Index of 50 or less may he used. in the fieLd. Outer tayer attached to the studs over the inner Layer with attached to structural supports with steel fasteners located not greater a. Furring Channels- Formed of No 25 MSG galv steel, spaced - steet svids to be min 3-.5/8 in, v4de. by 1-3/8 in. ProSet Systems, Inc.. - Part ND� CP25928 than 2 in. from ends and not greater than 24 in. OC. 24 in. OC perpendicular to studs. Chamels secured to studs as Denver, Colorado spaced max 24 in. OC. 1 5� Fire!5tap Device* - J-0end - Nom 2 in. diam cast iron J-bend 4. Firestop System-The detaits of the firestop system shall be as fotiows: 1-5/8 in. tong Type S steel screws spaced 12 in, OC in the fietd, aLong the 2. Steel Studs- "C-H" -sha ed studs, 2-1/2 in. wide by 1-1/2 in. deep, described in Item b. Batts and Blankets placed in stud cavity as .8. Wa(lboard, Gypsum*-Noni 5/8 in. dilck, 4 k wide wftb square or provided v4th 90 degree PVC elbow -Htting for connection to nonmetallic & FiU, Void or Cavity M ateria Ls*-Wrap Strip-Nom 1/4 in-� thick vertical edges, and to the floor and ceiring runners. Outer layer secured fabricated from 25 M a steel Cut to lengths 3/8 to 1/2 in. less described in Item 4. Two layers of gypsurn board attached to fur- . to inner layer waliboard with 1-112 in. tong Type G steet screws Located than floor to ceiling heig t d spaced 24 in. or 600 min OC. ring channels as described in Item 4. Not for use with Item 4A. tapered edges' m wal.lboard type, thickness, number of drain piping (Item 7). 3-bend secured to extensian fit'Uny (Item 4) in intumescent elastomeric rnaterial faced on one side with alomintim midway between studs and I in. from the horizontal Joint. 2A. Steel Studs- (Not sho "E" shaped studs installed in place of "C- b. Steel Framing Members*- Used to attach furring channels ARCHITECT OF RECORD Layers, fastener type and sheet orle'ntatioin shalt be as Sipecified jin Me- conjunction with compression ,coupting (Item 6). PVC etbow of 3-bend J Y JL foil, supptied in 2 in. wide by 24 in. tong strips. Two layers of the nom - (Item 6Ba) to one side of studs (Item 2) only. Clips spaced 48 in. GLOVER SMITH BODE,INC � Outer tayer wallboard joints covered with joint tap� and min two coats H" -shaped studs (Item 2) to secure the closure liner panels at the ends individuaL U3. 00 or U400 Series N_5ign in tfie UL Fire Resistance cemented- to nonmetat1k. dra-in piping. ,biend secured to underside of 2 in, vAde strips tightly-wrapped around pipe covering (foil side I CC., and secured to studs with two No. 8 x 2-1/2 in. coarse dry- OKLAHOM-A CITY,OKLAHOMA I Direct". Max diam of opening is 5-1pt in� concrete floor, independent of Compressing COLIPLing, With Steet riser exposed) and Ald into annutar space, an each side Of the fi= Or WaU of joint compound, and screw heads covered with min two t*ats of joint of walls. Fabricated from 25 MSG all steel, 2-1/2 in. wide, with one wall screws, one through the hole at each end of the clip. Furring - . . or heavier) ctamp welded to steel rods secureLy anchare' d to concrete floor. compound. As an aiternate, nom 3/32 in. thick _gypsum veneer ptaster leg 1 in. long and two legs 3/4 inlong. Shorter legs I in. apart to channels are friction fitted into clips. OVIL ENGINEER . 2. Mpe or Conduit-Nam 6 in. dfa-M (or smatter) Scliedule 10 ( assembly such that the exposed edges are recessed 1/4 to 1/2 in. from li entire surface of Classiffed veneer baseboard. enpge gypsum liner panels. Cut to lengths 3/8 in. less than floor to KINETICS NOISE CONTROL INC-Type Isomax ALPINE ENGINEERING,INC steel nive, nom 6 irl. djam (or smattet) steel condait, nom 6 in. 4iarn (or Proset Systems, lnc�' - Part No, C22012 the ftoor or watt surfaces. Each Layer is to he installed %'Afh a butted cei1mg height. Sill and lintel of opening formed with "'J" -shaped run- VAIL,COLORADO smaller) 5epAce weight. (or Iieavier) cast iron soil pipe, nom 6 in. diam 6, Compression CoupLing - Compression type high pressure. p1pe coupling . Joints reinforced, 7. Joint Tape and Compound- Vinyl or casein, dry or premixed joint � seam secured with atuminum foil tape. ners (Item 1) secured to "E" -shaped studs with angle clips and steel (oT smatter) CLass 50 (or heavier) ductite iron ipe, norn 4 In. Mth. etastameric gasket,and a staintess .stee[jacket with stain[ess steet Minnesota Mining & Mfg. Co.-Type FS-195+ American Gypsum Co.-Type AG-C. screws. compound applied in two coats to joints and screw heads of outer lay- diam (or sm.aUer) Steel EMT or nom 4 in. diam (or smatlei) Type+++L (or band CLOMPS, Co!npression coupLing used to sc�,cure extension fitting Borat Gypsum Inc.-Type B&C. 3. Gypsum Board*- 1 in. thick gypsum wallboard liner panels, sup- ers. Paper tape, nom 2 in. wide, embedded in first layer of compound LANDSCAPE ARCHITECT heavier) copper tobing. A max of one pipe . - (Item 4) to cast iran drain piping, B. riti, Void or Cavity Mate6ats*-Cautk-Applted to MI. the annufar Canadian Gypsum Company-Type C. IP42 or WRC. plied in nom 24 in. or 600 min (for metric spacing) widths. Panels cut I over all joints of outer layer panels. Paper tape and joint compound S E GROUP "t n e BURLINGTON,VERMONT or cGndult is perm.1.tid i'. th * may b omitted when gypsum panels are supplied with a square edge. 7. Drain Piping - Nom 2 in. diameter Scltedul,e 40 RK dratn piping. Drain space (over edges. of wrap strip tayers) to a depth of 1/4 to 1/2 in., in. less in length than floor to ceiling height. Vertical edges inserted in i e , - firestop system. The annular space between the pipe or conduit and the � * Celotex Corp.-Type FRP or J. When Type J waftoard 's used, both 8. Si ing, Brick or Stucco- (Optional, not shown) -Aluminum, vinyl I. circular cutout in the gypsum walLboard layers on each side of the watt piping cemented to. PVC elbow uf J-bend and 691dLy supported away from Rush Mth both surfaces of floor or walL tayers of ypsum walLboard must be scTew-attacted1to the steel. "H" -shaped section of "C-H" studs. Free edge of end panels attached or steel siding, brick veneer or stucco, meeting the requirements of STRUCTURAL ENGINEER shall bemin 1/4 in. to max -3/8 in. Pipe or conduit to -he installed neaT 3-bend witb suitable pipe hangers� Minnesot� Mining & Mfg. Co.-CP 25WB+ studs aU floor and ceiring runners with steel saews spaced to long leg of "J" -runners with 1-5/8 in. long Type S steel screws local code agencies, installed over gypsum anels. Brick veneer HAYNES WHALEY ASSOCIATES, ' 8. Wast-elOvW11aw r-itting - Nom 1-1/2 in. diam waste/overflow fitting *Bearing the UL Classification MaMnq spaced not greater than 12 in. OC. attached to studs with corrueted n IR ties attached to each stud INC center of stud cavity width and -to be nigidly supported an both sides of i m axi mu m 12 1 n. OC at the Joi nt edges and in the fietd (1a minating CANADIAN GYPSUM COMPANY-Type SLX HOUSTON,TEXAS watL as5embly. . foTmed of brass or PVC. When PVC waste"overtlow fitfing is used, F adhesive Optional). with steel screws, not more than each sixth course of brick. Rating is 1-1/2 hr. When brass w 170'verftow fitting is used, F UNITED STATES GYPSUM CO-Type SLX. 9. Caulking and Sealants*- (Optional, not shown) -A bead of acous- 1 Firestop System-InstaUed symmetri catty on both side5 of%ratt assembly. Rating is 2 hr. Continental Gypsum Company-Types CG-C, CGS-5, CGTC-C. USG MEXICO S A DE C V, DF-Type SLX tical sealant applied around the partition perimeter for sound control. MECMNICAL ELECTRICAL The hourly F Riating of the firestop system is equal to the hourly fire 9, Firestap. lwke* - Tub Bushing - Elastameric tub bushing sized to G-P Gypsum Corp.-Types 5, C. 4. Gypsum Board*- 1/2 in. thick, 4 ft. or 1200 mm (for metric spacing) UNITED STATES GYPSUM CO-Type AS PLUM13ING ENGINEER rating of the wall assembty in which it is instatted. The detafis of the James Hardie Gypsum Inc.-Type Max'Cl. wide wallboard applied vertically in two layers. Inner or base layer *Bearing the UL Classification Mark ABS CONSULTANTS INC firestop Sy5tern shall be as �0164)5. Is accommadate nom 1-1/2 in diam brass or PVC WZ5te/0V0rFLDV1 fithing Lafarge Gypsum, A Div. of Lafarge Corp.-Type LGFC-C. attached to studs with 1 in. lony Type S steel screws spaced 24 in. OC I (Item 7). Tub bu5hl'ng seated in top of cast in cotipLing (Item 31. along the edges and in the fiel of me boards. Outeror face layer A. Fitt, Void or Cavity Mateniats*-Vlrap Stnip-Nom 1/4 in, thick National Gypsum Co., Chariofte, NC-Type FSW-G. INTERIOR DESIGN , ProSat Systems, Inc. - Part No. P25662-T or P25661-P ' intumescent elastomeric mated'at faced on one side with aluminitm attached to studs and "J" -runners with 1-5/8 in. long Ty 'Bearing the UL Ciassirication MarWn,q Pabco Gypsum Co.-Type PG-C. tge S steel WILSON&ASSOCIATES foil, supplied in 2 in. Mde strips. Nom 2 in. wide strip tightly wraPped Republic Gypsum Co.-Ty" RG-C. screws spaced 12 in. along the edges and in the field of t e boards, DALLASJX around pipe or candult with searn butted. In"rap strip Layer securety staggered from screws in inner layer. joints between inner and outer bound Wlih steet vAre or aluminum. fibil tape and slid into annular Standard Gypsum Corp.-Type SG-C. I&yers staggered. LIFE SAFETY Temple-Intatid Forest Products Corp.-Type TG-C. ter layer joints covered with paper tape and joint compound. Exposed BCER ENGINEERING INC space approx 1-1/4 in. such th,-at approx 3/4 in. of the wrap strip ARVADA,COLORADO . widtfi protrmdes from the waR sufface. One layer of wrap strip is United States Gypsum Co.-Type C, 742 or WRC. screw heads covered with joint compound. . Yeso Panamericano SA do CV-Typ,e C. 742 or WRC. As an alternate method, inner wallboard layer applied vertically, outef required. *15earing the UL Ctassification Marking wallboard layer applied horizontally. Inner layer attached to studs with I Minnesota Mining & Mfg. Co.�--FS-195+ in. Type S steel screws spaced 24 in. OC along vertical edges and in the PROJECT NUMBER 20941 00 B. FiLl, Void or Cavity t4atenlats*-Caulk or PuUy-Mia 1/4 in; diam field. Outer layer attached to the studs and "'J" runners over the imer continuous bead apptied to the wrap strip/watL interface and to the layer with 1-5/8 in. long Tvne S steel screws spaced 12 in. OC in the field exposed edge of the wrap 5trip layer approx 3,14 in. fmm the watt along the vertical edges an/d to the floor and ceiling runners. Outer laYet ISSUE REVISION DATE surface. I secured to inner layer wallboard with 1-1/2 in. long T eGsteelscrews yp Minnesota Mining & W9. CO.-CP 25WB+ Caulk, IAPS-2+ Putty located midway between studs and 1 in. from the horizontal joint. *Bea 'ny the UL CLassification AMERICAN GYPSUM CO-Types AG-C . n . Marking BPB AMERICA INC-Type FRPC, ProRoc Type C. _1/ BPB CANADA INC- ProRoc Type C. CANADIAN GYPSUM COMPANY-Type C, IP-X2, or WRC � G-P GYPSUM CORP, SUB OF 11 GEORGIA-PACIFIC CORP._Type 5. 1 1 1 � I � C) Design No. U451 LAFARGE NORTH AMERICA INC-Types LGFC-C, LGFC- U) System No. C-BJ.2003 Systern No. C-Al-6002 Nonbearing Wall Rating - I HR. C/A. I - I ," - .. (Formerly System.No,, 367) - . __ _ . ,.. .. . (Formerly Systern No. 486) NATIONAL GYPSUM CO-Types FSK-C, FSW-C, FSMR-C. I \ - PABCO GYPSUM, DIV OF PACIFIC COAST I '('g'� d_ � I F Rating-2 Hr I F Rating-3 Hr $ ('�) 1; BUILDING PRODUCTS INC-Types PG-C. ";I- I I j I STANDARD GYPSUM L L C-Type SG-C. r�_: IT Rating-2 Hr T Rating-0- Hr I i V I I .....-...I- � - I I ' TEMPLE-INLAND FOREST PRODUCTS CORP-Type TG-C _='="__71��F�' I- -- '---�------',K'�_ -- "-=�_ L_'_ UNITED STATES GYPSUM CO-Type C, IP-X2 or WRC. , ___ I I 1, �---" le- [�� '- , _% 'C' - - 1. .'� � __. ':�;�. "I .-" I . -S.- ,,, - . r, . � V U') 1 2 . �'__N - "", ').� I �% J,' /�' \ �) I ' ( I, ''i'� 0 ... I "i I�1 / , � �' 1� I -,]. L, % ill k' "'�11"�� USG MEXICO S A DE C V, DF-Type C, IP-X2 or WRC. ' I �3Q'fl' &-A __ � I ' ' \ � 11 � '\ " " _I- , �. I - � F_ - (31 11 ) "� ----..-.. .",_t, '2 , - 1. - - -------� ..' I I 4A. Gypsum Board*- (As an alternate to Item 4) - 5/8 in. thick, 4 ft _q I., " ' � '�' '_k''*11 - I I.--k?) 01 ��"__'�� , - - �_- "Z'�' " - _"r- 2�' = \ ..... I 616 I e" , 2!5��'_ '6__'1-1)___'11 '_'_ wide. Attached as described in Item 4. q . � -"" I . ., � <�� r, , ,' ) A - _V_... ", I I , 1 , 0 , 11 I fli� _; , � � ' '- I . " , - ..' - -- � - �' "I ,% -Type AR, IP-AR, IP-X1, , " I I 1-1 I-` , CANADIAN GYPSUM COMPANY k " - - . . �'� ,- - '. I.". :� �'-."--"" I I %-1 I : 11 . -1 ..-' - � 1� \ ; ' .. _9 I - - 1 I -,-- , , _" , I , , *' < I . 5 REV #6 T'_ '� I , � , " "'�-:"".'z . '��'�' �:.'. 4 . ry SCX or WRX. * .,.-. , �' "I., �" I . , ""71- , "�' �V" .'"' . .''TR-;---- �� . �............. ___" � . ..... __.X1T____ /-, I � .. I z'..." " ;;�= :_- 4A.1 4� � -1 .... 11 I z 1;. --;. I UNITED STATES GYPSUM CO-Type AR, FRX-G, IP-AR, � __ "� " , I '��"� � . , � - ' V le � 012 PHASEDCONST 03/08/07 . ' i , I / � . �-""' I , ' ' . A ".'�' - t ' � 1� -1 �_�.'.".. - I __ Y - " J �' �"�' - .' 4) ; ",.. V .1 V� : ,.. ., ep;" ;f.== Y, () � , "�,I ;.'�" ��7 .. �-'�� ,I ^;� , I I - .'."" .. - �! ' 'y �'�.j JP-X1, SCX or WRX A3 ,.", '� I '. ' I "'____'1 � V , 1� : �� , � Li - . 111i� �' "_�"' - I I -, 1 : � �M ' 17-- " - . 4 - 9-% 4�=-:=:I.,- 00 . .'�' �' , , I �' �' -I . _ ' " 11:�'E -1,17-- , V �-__'_., , � "� I , ,-, '.' I- I � . .�I . V - � � � " , -" -.�"' ' � , '.' 11 I - � I'll I- � I 1� � -Type AR, IP-AR, IP-XI, SCX � L2 � I , " '-""'.'� USG MEXICO S A DE C V, DF PERMIT APP - -- , - - , , < 'V : ,"', - 1 �-' " � ' ' ", �- - -: F" : :' I � . : V ". '�"I ".'�". �' ,"� , 'L' ", , / - I 0 ' �' 0 . , I ," - '.� -11 , . .�' - . , - - i or WRX r) V ' I J, . . . .. .- : � I - 161� I . , �'_31 1 r - 1� Studs- Chan-mel-shaped, 2-1/2 in. wide, by 14/4 im deep with 5, 16 009 PERMIT SET I- � 45 , . V .Z.-I � F, � �' A .1 5. Batts and Blankets*- (Optional) - (Not shown) -Mineral wool or I � rr, � 2 _ _ - 0 .1�'�' 0 .V 0. . . , U .. � in, folded backreturn. flange legs, Fabricated from No. 25 MSG galv glass fiber batts partially or completely filling stud cavity Any mineral '�'411 . - to L--D,-A . I .",�*".."..'_,_ ". .' I �-','4., steel. Max stu.d spacing ,'24 in. OC. Studs to Lv cut 1 in. less tban assem- wool or glass fiber batt material bearing the UL Classification Marking n .- I.- *" , IV �Ilt _' "`�_` �'_t-.'/' �` __1 .1 I .'-, ..'e, v . P � SECTION A-A - J41-11� "I _� ..I." _�' . bly heig t. as to Fire Resistance. 0_1 a . . 2. Floor and Ceiling Runners.- (Not Shown)- Channel-shaped. runners, 5A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 5) - 1. Floor or lValt Assembly-Min 4-1/2 in. thick reinforced tightweiglit or 2-1/2 in,. wide by 1-1/4 in. deep, fabricated. from No. 20 MSG ga1v Spray applied cellulose material. The fiber is appli�d with water to A zx'j normal weight rancrete (100-150 pcf). Watt may also be constructed of 2003 INTERNATIONAL steel. Attached to .floor and ceiling with fasteners, 24 in, OQ, inax. completely fill the enclosed cavity in accordance with the application I I any UL CLassified Concrete Mocks*. Max area of opening is 300 Lsq in. instructions supplied with the product. Nominal dry density of 3.0 SECTION A-A 3. Resilient Channel- 25 MSG galv ,steel ressilient chaivels spaced ver- /ft3 , I I vVith max dimansion of 30 in, -in the Fire Resistance Directory fically max 24 in, OC, flange POTtiOn attached to each. intersecting stud lb . Alternate application method: The fiber is applied with U.S. See Concrete Blocks (CAZT) category BUILDING CODE with 1/2 in. long Type S-I� pan head steel screvvs. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of 1, Floor at Wall Assembly-Min 6 im thick reinforced lightweight or for names of manufktarers. 3A. Steel Framing Mciubers (Not Sliown)* - As an alternate to Itern 3, one part adhesive to 6.6 parts fiber to completely fill the enclosed cav- n6rMat weight (100-150 pc:� concrete. WaR may aLso be constructed of 2. Busway+-Norn 23 in. wide (or sma[ler) by 4.5 in. deep "I" shaped ity in accordance with the application instructions supplied with the any UL Classified Concrete Blocks*. Plax diam of opening is 6 in. furring channels and Steel Frarning MemLlers as descrilled below-, product. Nominal dry density of 2.5 lb1fe. See Concrete Blocks (CAZT) category in the Fire Resistance Directoty atuminum encLowre containing factory mounted COPP,eT bam Tated for a, Faming, Channels - Forrned of No, 25 N4SG gal-v steel. 2-3/8 in. U S GREENFIBER L L C-Cocoon2 Stabilized or Cocoon-FRM . 600 V., 5000 A or aluminum bars rated for 600 X 4000 A. The busway shalL Table 709.2.1.1 PROJ= for names of manufacturers. - I I ,,, I bear the UL Usting Mark and shatl be installed in accordance with ail. Minimurn Equivalent Thickness (in) of Cast-In-Place wide by 7/8 in, deep. spaced 24 in. OC perpendicular to sttids, Chan- (Fire Rated Material) NOR�) - 2. Nonmetallic Pipe-Nom 4 in. diam (or smaltor) Schedute 40 potyvinyt . . ' 111"Is s �' d to studs as described in Item b. 5B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 5) and provisions of Article 364 of the National Elertrical Code, NFPA No. 71 The Or Precast Concrete Walls, Loadbearing ecuTe 6 PROJECT KEYPUN chloride (PVC) pipe for use in closed nocewor supply) piping systems annuLar space betvieen the busway and tbe peripliery of the Dpening b. Steel F'raining Members* - used to attach ftirring channels (Item a) Item 5A- Spray applied cellulose insulation material. The fiber is onty, One, pipe to be centered within t�ve firestop system. A nom annular shalt be min 3/4 in. to max 1-3/4"in. Or Nonloadbearing to studs (Item 1). Clips ,spaced 48 in, OC�, �and secured to studs with applied with water to interior surfaces in accordance with the applica- (I ' space of 3/4 in. is required 1416thin the firestop system. Pipe to be niqid�y 1-5/8 hu wafer or hex* h ad Type 5 steel screw thriough the ccnie,r tion instructions supplied with the )roduct. Applied to completely fill N 3. Firestop System-The firestop Vstem shaR consist of the foRowing Minimum Slab Thickness (in) . 11 � the enclosed cavity. Minimum d Rnsity of 4.3 pounds per cubic ft. . nng re rted on both sides of floor or wall assembly. r .Channels a ric � '7 1 2� suppo compun(mts� gromniet, Fur f .tion fitted into clips 1. . For Fire Resistance Rating of -WOOL CO INC- Ce ulose Insulation a- NU e -4 3. Fitt, Void or Cavity Material*-PuttyMin 4 im tbickness of fill A. Packing Material-Ain .4. in. thickness of Min 4 pcf minerat wool batt Concrete PAC INTERNATIONAL-Tvpe RI-ilC-1� Tearing the UL Classification Mark FIRE RESISTANCE 0 matenial apptied within the ann.ulus,, A min 2 in. thickness is instatLed insul,ation firmly packed into opening as a permanent form, Packing 4. Batts and Blankets- Placed in st�id cavity, 1-1/2 in. min t1iickness. RATINGS �� Type 1 hr 1 1/2 hr 2 hr 3 hr 4 hr r*41 flush with top or bottorn surfaces of floor ant! with both surfaces of walL material to be recess,ed from top surface of floor or from both surfaces - THERMARBER L L C-Type -S'AFB, r- 5� Cypsurn Board- 1/2 or 5/8 in. ihick-, 4 ft wide. Screw attached one REVIEWED BY co Flame Stop Inc.-Rame S-top V Putty of waLl as required to accommodate the required thickness of fRL sillceous 3.5 43 5.0 62 7.0 CD CD 4. Cover Plate-Min 0.014 in. thick (28 gauge) ga1v steet cut to -fit the Material. side to resilient or ftirring cliannels with t in. long, Type S steel screws " 4� contour of the pipes with a min 2 in, lap on th.e top surface of, the floor Carbonate 3.2 4.0 4.6 5.7 H spaced 12 in-, OC. %Iallboard on direct attached side, secured to studs " B� Fill, 'Vold or Cavity Miaterlat*_Sealant-Min 112 in.. thickness of fitt Sand-Lightweight 2.7 3.3 3.8 4,6 5.4 FEB 2 6 2008 _� assembty (and both surfaces of watt asser&vy) around the perimeter of material applied within mir with 1 in. Iong Type S-12 steel screws spaced 12 in. %lallboard joints 0) . I nulus, flusli Mth top sufface' of floor or VOMI Ughtweight 2.5 3.1 3.6 4.4 5.1 - �: Ole 0111" opening. Steel cover plate inst Ited using min 1/4 in, diam both surfaces of waR, oriented verti�alf� -, -tuds an* d offset between layers, -0 , located over s il ) by 1-1/?_ iln". long steel expansion botts oT equivatentf"n c,onjunction M't4 Minnesota Mining & Mfg. Co.--Types FB-2000, FB-2000+, FB-2003 AFEbuilt Colorado C)l ( steel nuts and washers. Max spacing of cover pLate fasteners shatl by 6 (floors only) 1 in =25.4 mm G000 * 1 C) (D i n. OC. +Bearing tho UL Listing Mark t t I I I I I � Z 4 Ll W �3�3A Fq\ k � I k I 11 :� *Beanng the UL Classification. Marking *13earing the UL Ctassification Marking I I M 2� I U Q� :� 0% �_ , I . I .'_._'...' '.'_.'.'. '�...... ,---,"'. 'I" _. / ". '�'_� '�"',� . / . '...." ". 1 z ar on esi ences 1-1 '_'�......, /". 1 1""." .. �-"-.' - , �-' -, / -"�!.�..'� - ..._1 � ' ' !.."�� _ " . .' ' " ."" ., "�_' . ( M : . I I . ' . �_ ' : ' : * - : . ... ' . ..' ' � I �, � I :. ,.. . ! ___ ' , . � , ' ', I I I I , , I` - .. I HORIZONTAL ASSEMBLIES COLUMN ASSEMBLIES - ' \ 11� ......... _"' I - Pesign No. D907 I . 11 - 13 in. for I hr rating without gypsurn wallboard (item 4) and for the Restrained Asse,,inbl�RoatHin -2 Hr. I., '' .", '.""'. "� - " "..'."' ,,, . I � 1-1/2 and I hr ratings with wallboard (Item 4) and 2.6 in. for the 1-1/2 Restrained and Unrestrained Unrestrained Spray-Applied Unrestrained Assembly Rai ng _ r�(See Items 4 and 6) ". _'.' -," - Assembly Beam Fire ResistiveWs Unrestrained Beam Ratings-1 and 2 Hr. (See Item 6) 10/19/01 INT'L. COUNCIL OF Design No. X771 UL DESIGN ROOF- ratings without gypsum wallboard (Itern 4). No limit on overall thick- Ratings,Hr Ratin&Hr Min Thkns In. I Ratings - 3/4, 1, 1-1/2, 2, 3 and 4 h ness. Boards to be installed 'with end joints staggered a min of 6 in. in For 125K Joists � I @�" - '. .I P '20 - , I ' tyw adjacent rows. Adhesive (Item 6) may be applied between the building I 1 15/16 �__"--' --�.;'�. ,---.L--, __-.-k''t'-.A'.. '%$.?' - BUILDING OFFICIALS I _'Z� . 2%"7.' to -1/2 i - 11 -1 '.. 1, I ' _..' . -.,., . I, - CEILING ASSEMBLIES units and the vapor retarder(or gypsum wallboard if vapor retarder is 1-1/2 1-1/2 1 ' V I L" ," , 2 2 2-1/16 1-1/2 . 'o , . ltw. I , not used). ..I � . 11Z Z.11 -41, . .1 .'. : 3 3 3-1/16 NATIONAL EVALUATION I �,. : i 1 JOHNS MANVILLE INTERNATIONAL INC-E'NRG'Y 2 Gvp- I - - 1% ". . .1 I "� I , I I /1� sum Composite, ".1 . I ;_�_P�_ "', " /1. ' ARABIAN VERMICULITE INDUSTRIES-Ty ' . . - Mineral and Fiber Boards*- To be applied in one ,pes Sonotex 5, SERVICE COMMITTEE I " I . " Design No. P732 3H. Roof Insulation 011 (R ... � I . ". . or more la,ers with or without adhesive applied between ,vapor barner Z-106, Z-106/G, Z-106/HY. 11 I '".�''�'..'..' I I � / ". 11 I I .1 � .1 Restrained Assembly Ratings-1, 1-1/2,2 or 3 Hr (See Item 10) ec -106, 6 .. .--�' L, "t. I,-.- "..' '-"' ..- ��w . . . , � I and roof d k units, vapor barrier arid board, and each layer of board GRACE KOREA INC-Types Monokote Acoustic 5, Z . f 1) '77-k"I 14 I �4 ,-1 � . ' �-_q REPORT NO. NER-258 (EXCERPT) I , I Unrestrained Assembly Ratings -3/4,1,1-1/2,2 or 3 Hr (See Item 10) Men more than one layer is required, each laver of board to be offset Z-106/G, Z-1061HY 4 1 , ,,, " 4 1 1 1. . . . I � , -1 n.'",e . .. W R GRACE & CO - CONN , . V 1/1 Unrestrained Beam Ratings -1, 1-1/Z,2 or 3 Hr (See Item 10) in both directions from laver below a min of 6 in in order to la .. I .11 i '�-.'.' "', "-, zall CONSTRUCTION PRODUCTS DIV-Types Monokote Acous- 1 Beam- W8x17,min size (W8x28,min size-See item 6) 0 41� ,I�. "I I "i) �'11 '�'� ,. 6 ,1 joints. Min thickness is 2 i�n. when Item 1A or IB is used Min ckness, tic 5, Z-106, Z-106/G, Z106/HY. 2 Lith.tweight Concrete- Expanded shale or slate a,,gregate by rotary- . . ZZ A/ I 1_' -A 31, is I in. o k or expanded clay aggre ate by or sLntered- -, . ".. 1 2 1, "I - . 1. ' It I I I 11 I . ,"_'�'..'�".. , " , . - &.' . "I t I , , therwise. 10B. Alternate Spray-Applied Fire Resistive Materials*- Applied by mix- I i ethod rotar4 I F_� �� . -1-1 I ", " , 11 \ BMCA INSULATION PRODUCTS INC-Permallte. I . . Ri ", ---*----.— __41 - ."". � I t�__--l-, �' I ing with water and sprapng in one or more coats to final thicknesses method, 110 pcf urut weight,3 00 psi compressive strength, I M4 FIBREX INSULATIONS INC-FBX Baseboard and FBX Cap- =ted,4 to 7 percent entrained air )4 F-� I----- '', i 1. 1� I i.# I c I - - I - - - 1. Steel Pipe or Tube Column- Steel circular pipe with diameter (013) t'. .' _____ ,____ k V , 1, . ' ' 1 as shown in the tat ,ow to steel beam surfaces which must be clean 3 Welded Wire fabric- 6x6-W1.4xWl 4. 0 I � - �' 11, - I board . . . I— 1 . �4 - - ---_-_��_- - - ____- � . I � - - - and free of dirt, lcx).se scale and oil. When steel deck is used, the area 4 Steel Floor and Form Units*- Composite 1-1/2,2 or 3 in deep alv 1:4 G, USG ca'Aty SUR Won symm ranging from a minimum of 3 in. to a maximum of 32 in. with a mmi- ___ - -__ � � � GAF MATERIALS CORP--GARTE,\417 Perlite. 9 -�� 2 1- - ", � �"'_' I 1 ". - , S' � between the steel deck and the beams top flange shall be filled. Ap li units Fluted units may be phosphatized/pamted The floor may con- mum wall thickness of 3/16 in. �_ ., �"' -'r.-.-__,' I 1� 3�"�"% __k � , � ':��- 4"..'! '�- _�;-L.-", , --- ---- �- - -, /'��.'�� -:-"�' �� !':� 'L, JOHNS MANVILLE INTERNATIONAL INC ]_ sist of the following. (1)AR 24,30 or 36 in wide,22 MSG min fluted -Ie� Cn I , - __ � -, - -A . ___'_/"��' z"---� I-,, ,-,- �' � 4��' ', cation to steel roof deck requires the installation of expanded metaF Steel square or rectangular tube with outside wall dimensions ranging I A THERMAFIBER L L C-Toprock. lath See Item 11A. Min avg and min ind density of 40/36 pcf, respec- units,(2)All 24 or 30 in.wide,20/20 MSG min cellutal units,or(3) U W 0 --I*t t'_�_ ular units 24 ol 36 in.wide units To pMvkk a fim-rCS!Slin protetthm W Conift WHinp or ft from a minimum 3 in. to a maximum of 32 in. and a minimum wall ,�-1, '. - � SECTION A-A t10 4 Gypsum Wallboard- (Not shown) - (Classified or Unclassified) - tively. For method of density determination, refer to Design Informa- Any blend of above fluted and cell 1_7_ i':�114A�1_ I � . I welded to supports 12 in,OC,30 in.wide units welded at each side �_4 Ua&nWe '0f staim thickness of 3/16 in. A_ � , - ______ Mav be used to obtain various Restrained or Unrestrained Assembly I 0 ", I tion Section. joint and 12 in. from each side joint Unless noted otherwise,adjacent U , I 1, ---)- �*- Ratings a units button-punched orivelded together 36 in OC along side joints. U The A/P ratio of the steel pipe or tube (see Item 2) shall range from 0.18 , I s described in Item 10. S,upplied in sheets nom 4 by 8 or 12 ft to 2.0 ; � ----i bv 5/8 in. thick. Min weight 12 psf. Applied perpendicular'to steel OnSleelf)eck FoT 10K1 Jaist Spated When a superimposed load of 250 PSF is desired the spacing of welds or Fm� 4 ^ . Restrained Lnmwained upre'Mralned With wiftut Nforelban buttow 2. Spray4pplied Fire Resistive Materials*- Applied by mixing with SEE ITEM 10 r6of deck direction with end joints staggered 2 ft in ad)acent rows End Cndies shall not exceed 24 in OC along side joints 1.4 rg4'jMCZ"" M WM39 VWXW I Assembly A55embly Beam GYPSum Gypsum on 4 ft 4 ft or STEEL DECK,DIV OF �� ~1M. water and spraying in one or more coats to steel surfaces which must '.' [/�' / nts. to occur over crests of ,steel roof units. Swe Gypsum WaHboard Rating Hr Rahng Hr Rating Hr Wallboard Wglboard Beam 0C LMOC )__q -.� tp_k-oo C44040'.04 .. 4 �i �'4" '� ri 'Ili ASC PROFILES INC-24in wide Types B,BF,N,NF,2W,2WF, ,:::I_ . __ be clean and free of dirt, loose scale and oil. Min avg and ind density ' ' - 1_�' ___ (CKNX) category for names of manufacturers. I I 1 9 16, 1 7/16 1-1/8 1 3W,3WF,30 in wide Types B and f3P;36 in wide Types B-36, g4 W �> T� , 1 5�'s 1 L. . ,. � ' . . __" - -1 � of 15/14 pcf respectively. Min avg and min ind density of 22/19 pcf .'.-1:r11'11___' -__ 1�-*,.--__I � � 1� * _ 5. Vapor Retarder_- Sheathing Material*- (Optional) - (Not shown) I I 1 14 1 7116 1-1/8 I 2W,2WF,3W,3WF,24 or 30 jit wide Types ASC2 or ASC3.2, 1 -.1 I - 1 1-7116* 1;2 1-118 1 -24 tn. wide Types CFD- ."" � - - I �� 4-� , k . _." 1� I __� -Vinyl film or paper scnm vapor barner, applied to steel roof deck or I CONSOLIDATED SYSTEMS INC :t I . I _— respectively for Types Z-106, Z-106/G. Mm avg and min ind density of � . *1 .. tl ' = , 1� \� 1 314 1-5116 CFD-3;24,30 ol 36 in wide Type CFD-1 5 1 jo . _� . 4 1-1,�2 1 Wf4 9/16 1-5116 �-_q . __ -,- -' , Y.- 1 -1 .------�- Fpsum wallboard with adhesive (Itern 6), hot asphalt (Item 7) or laid 1, -Type 2 � - .11-4- _: , - _'__ 19/18 pcf respectively for Types 7GP and 7HD. For method of density V - - , , 1-1/2 1-112 1-1,2 13116 1_3M 314 1-71 16 1-7,�16 DECK WEST INC-36 m wide -DW or 3-DW Side join ts — , ,� -1� _�'�" I I .�q� I : k � 1, :1�11� �_' � _4 - looselv, overlapped approx 2 in on adjacent sheets, See Sheathing 1-1:) -18* 314 1-7.16 1-7,116 � 'V � _.., - ";�1_3 ' '_ __ ';' , , - - - - .1 I � deterrnination, see Design Information Section, preceding these designs. � ';�� .Z�%�114_�___'.-U'4 1*1 Z (n Ivirrhm Imp.=*P4 �__ , _. � , , 1-1�'2 1-112 1-1/2' 1 � owfaw,c M=- C, �� - , -'��-'-';�_,�" Material (CHIZ) category for names of manufacturers. 2 1 1 1 1_V2 3/4 1-7�16 1-7i16 may be fastened together-with rmn I in.long No. 12 x 14 self- " � '"' ' -"' ' - '""' . ommmoa fw2b X 'm' -� - � I �. �. � - ". � ' drilling,self-tapping steel screws 36 in OC, / 'A - - - (Optionali- The vapor retarder, the g � a 1-112 1-1�2 I 1-1�'2 314 1-7116 1-11216 1 � _�-1 6. Adhesive* I _ypsum wallbo rd 2 EPIC METALS CORP-Types EC150,EPC150,EC300,ECP300, - ' I ' -- " - -ured wit f ) 'AW"'*',, , '_-, _'_ �' or the first layer of roof insulation may bt- ,wc EC366,EFC366 -ftL*M�A&SO�rTti. 11 is the cross sectional area of the pipe or tube and P is the heated perimeter 'I"'A-- �" I -1- I - h adbesive to the 2 2 2 1-1/8 1.11116 7 8 2-3,16 2-1 i 16 1 The hourly rating of the structural member is dependent upon the ratio of , ", 1,- ;'-.1,-# ".-t - - ,'e I '. -1 ` - W -k1m -T.W. I A/P and the thickness of Spray�Applied Fire Resistive Materials,where A : �- I \'� -S.M. -fl- �'�'& :' I,- __1 F__4 � ,". � _i _:_ ft**4 00 t U&vo VW04 I I'l The A/P ratio of a circular pipe is determined by: . -1 , 11 I 11 . I I � 1, I steel crest surfaces. Also used to attach the vapor retarder to 6-,�Tsum 2 2 2 2' 2-5i 16* 1 2-3116 Z-3j,16 GENS METALS INC-24 in. wide Types LF2,LF3 Side joints of P4 k"to 44 I � I I-I 11 121 1_)12 I-V2 2-1 I 8 1-3/16 -0-1/4 2-13116 -, I , , , , wallboard, the fint layer of insulation to vapor retarder or gypsum adjacent units must be welded together 36 in OC 1 "1- I I I . . - __ ____" .' . 3 2 2 1-111" 2-I Its 1-1/16 3-1i4 2-11f16 ' A/Ppipe=t(d-t) A ,- wallboard and each additional laver of insulation Applied in 112 in. 3 1 .1 1 5�; 2-YR H H ROBERTSON-QL Types 24 or 36 in wide,2 in 99,3 in d _"11 SEr TTFM TO - SEUION R-B wide ribbons 6 in, OC at t)4 gal/'100 sq ft. Sev Adhesives (13�1�N'R) cat- 99,AKX,WXX Side joints of 99,AKX,VJ<X may bc fartened USG 11"rurinan=aftwhed twall C*01 1. Beam- Min W6x16 or Steel Joist- 10KI or 16K2 min size with a egory for rarnes of manufacturers. *Mmimum insulation thickness (Item 3) 2 in. together with min 1 in,long No. 12x14 self-drillirig,self-tapping g hW=W[mW wrtim I Where- steel screws 36 in OC d = the outer diameter of the pipe (in.) max tensfle stress of 30,000 psi or 12K3 or 12K5 min size with a max 7, Asp6lt or Coal Tar Pitch* - (Optional) - (Not -,hown) -The vapor Restrained& Unrestrained Spray Applied Fire Resistive Mtl MARLYN STEEL DECKS INC-Type 1 5 CF,2 0 CF or 3 0 CF frawng interwacd at the bounda=- - or the a= to be prat=cd, it = the wall thickness of the pipe (in.) tensile stress of 24,000 psi. retarder, the gypsum -wallboard of the first laN,er of roof in-sulation mav Unrestrained Beam Kin Thkns In.For 12K3 or 16K2 NEW MILLENNIUM 13UJLDING SYSTEMS L L C-Type OWNER/DEVELOPER T= 7 runners aric attached 10 Itle Wairl framins =mbers be secured with as,phalt or coal tar pitch to & steel crest surfaces at ,i, 1.5CD or 2 OCD I 9 The A/P ratio of a rectangtdar or square tube is determined by: 2. Roof Covering*- Consisting of hot mopped or cold application bitu- max rate of 15 lb/100 si ft. Al,;o u,%,d to attach the vapor retarder to, Assembly Rating Hr Joist Spaced TOMEN BUILDING COMPONENTS INC-24,30 or 36 in minous materials compatible ivith the insulation(s) desciibed herein Rating Hr MoreThan 4 Ft or wide Types LXR-B,LXR-B inverted,24 or 36 in wide Type VAIL RESORTS usins mahanical fademrs sp=d at a mwdmum ot 24 inc�un t(a+b-2t) . gypsum wallboard, the irst laver of insulation to vapor retarder or acriter and M&9 M awiped ded9n lmd of MD pmnft- either A/Ptube- which provide Class A, B or C cove See Roofing Materials and 4 Ft OC Less OC LXR-3W,36 in. wide Type LXR-2W. M gypsum wallboard and each aaditional laver of roof insulation, applied UNITED STEEL DECK INC-24 in wide Types 1-1/2,2 or 3 in nnZtst�rials (TEVT). � a+b Systems Directory -Roof Covering N 1 1 15116 15116 1 dr-w or putkmt- USG C-H studs of the Mquircd pup are Where: I at a max rate of 25 lb/ I 00 sq ft. I LOK-Floor,LOK-Floor Cell,24,30 or 36 in wide Types 1-1/2 � 2A, In lieu of Item 2, roof covering consisting of sin e-ply Roofing 8. Mechanical Fasteners - (Optional)- (Not _,�hown)- Mechanical 1-1/2 1-1/2 1-1/4 1-3/16 1 in B-LOK,B-LOK Cell Side joints adjacent United Steel Deck COMPANY a = the outer width of the tube (in.) - units must be welded together 36 in OC. attacbed tn tho *P run=m at 24 indim CM canTer by ft=ns of Membrane* - that is either ballasted, adhered or mecCnically sCrew-type fastener with metal or plastic washer designed for the pur- 2 2 1-9/16 1-1/2 AVON,COLORADO b = the outer length of the tube (in.) attached as permitted under the respective manufacturer's Classifica- 3 3 2-1/4 2-1/8 VALLEY JOIST-24 or 36 in.wide Types WVC 1-1/2 or WVC M TYpe S-12, V2 huh panhtad =Vil to fra= ft walb andkr t = the wall thickness of the tube (in,) tion. See Fire Resistance Directory-Roof Membrane (CY10). pose m4 be used to attach one or Tiiore layers of ins�ulaliort to steel 2 1 soffits of the enckx= Cc=-rs of Lim end=re vhkh do = The thickness of Spray-Applied Fire Resistive Materials for ratings of 3/4, 213. Metal Roof Deck Panels*- (Not shown)- In addition to or in lieu roof deck ARABIAN VERMICULITE INDUSTRIES-Type Z-146. VERCO MFG CO-24,30 or 36 in wide Types PLB,B,BR,24 9. Steel Roof Deck- (Unclassified) - Min 1-1/7 in. dleep and 36 in, or 36 in wide Types PLW2,W2,PLW3,W3,24 in wide Types hitr=4 indaft faming are bul le Up Of two"J" ruanm tWened 1, 1-1/2, 2, 3 and 4 h of a steel pipe or tube can be determined by the of Item 2 or 2A, the roof covering may consist of a mechanically fas- a W R GRACE & CO - CONN PLN,N. 12 in.wide PLW2,W2,PLW3 or W3 units may be equation: tened metal roof deck panel assmbly. See Fire Resistance Directory- 8vi ,11v fluted steel deck, Min gauge is' No :a N'ISG. trids over- CONSTRUCTION PRODUCTS DIV-Type Z-146 blended with 24 or 36 in wide PLW2,W2,PLW3 or W3 units, DESIGN ARCHITECT 10SOdWr Ath two Typo S-12-* 1/2 Inch panhead=rem a�t 24 Irghes Metal Roof Deck Panels (CETW). la J at r,upports a min 1-1/2 i� and welded to supports 12 m, OC GRACE kOREA INC-Type Z-146 respectively Units may be phos/ptd an center. Mr. USG C-11 studs an bAcned to tht '? mnmrs h= R-0.20 1 Roof Insulation- Foamed Plastic- Polyisocyanurate foamed plastic a atsi& laps. Side laps fastened with 1/2 in. long hex liead, self- *No min insulation thicknesc; requiwd. YULCWT,DIV OF d illing, svlf-tapping steel screws spaced a max of 36 in. OC NUCOR CORP-24,30 or 36 in wide Types I 5VL,1 5VLI, 2 0 ft WCV1009Y d=dbtd. OM4OCb4bick SHEEMOCK Wmnd 4.43(A/P) insulation boards nom 48 by 48 or 96 in., to be applied in one or more 11. Nonmetallic Fabric Mesh- (Optional)- As an alternate to metal 1 5VLP,-24 or 36 in.wide Types 2VLI,2VLP,3VLI,3VLP Where: 11 ers. Boards to be installed with end Joints sta red a min of 6 in. C ssified Steel Floor and Form Units* Noncomposite 1 112 to 3 in, lath, las-; fiber fabric mesh, weighing approx 25 oz/sq yd, polyprop WALKER SYSTEMS INC-24 in wide Type 2 or 3 in WDR Gyptim 11W Panet% 24 iWha uida. il iatallcd on the intc* deep, 24 to 36 in. wide, min 22 MSG galvanized steel fluted units. Ends & mr R = the hourly rating (hrs). 'I'L thickness shall be selected from the Table begfoew. No limit on max lene labr'ic mesh, weighing approx 1.25 oz/sq vd or equivalent, may e WI-JEELING-PITTSBURGH STEEL CORP,DIV OF bw of the enckxurt within the Ads of t1w C-14 stud& Na=zw h=the thickness of Spray�Applied Fire Resistive Materials,minimum 1/4 overall thickness. overlapped at supports a min 1-1/2 in. and welded to supports 12 in, used to facilitate the spray a Ii ' . Thein�shjswcuredtoone�ide WHEELING CORRUGATING CO-30 in. wide Types SB-150, p ication -150N,-15ONR,-150R,30 or 36 in. wide Types 513-1316LF,24 or athichmenis are required, Wbere tht Gypsum. Lj�n in., maximum 3-7/8 in OC and at side laps. 5ide laps fastened -with 3/4 in long No. 12 self- of each joist web mc ge method of attaching the mesh must be 36 in wide Types S13-1`21LF,1`311,17,24 in. wide Types 513-200, Denver, Colorado . . . or rm-xl Restrained or Min Insialation Thkns In. drilling, self-tapping .;teel screws at 36 in, OC As alternate to screw sufficient to hold the mesh and the spray applied Spray-Applied Fire inlefzcM ft 7P ruan=apiol tho adA ing harbmatal and/or ARABIAN VERMICULITE INDUSTRIES-Types MR-5, MK-6/ Unrestrained With Without � -300 Types S11-150,450N,-15ONR, 15OR Lock Form Types,24, CBF, MK-6/131), MK-6/HY, MK-6s, Sonophone 1, Sonophone 5, Assembly GMUM Gypsum fasteners adjacent units may be button-punched or welded together 36 Resistive Materials material in place during application until it has 30 or 36 in wide Types 1316LF,B16LFNV,24 in wide Types vcrftt framln& 1.5)3 Ineb 1�� S =m are inmlkd ,at a in. OC along side joint.-, ' cured. An acceptable method to attach the ni�,A is by embedding the C34LF,N34LF,P34T,F,P34LFNV;12,'24 or 36 in wide Ty ARCHITECT OF RECORD Z-106, Z-106/G. RatingHr Wallboard Wallboard BOW,SIAN METAL DECK/W11FELING mesh in min 1/4 in. long beads of hot melted glue.T"he beads of glue C20LF,C30LF,C3ILF,P20LF,P30LF,P31LF,36 in wide Tyepsles wax4num of 12 1=1m* on contc.r. GRACE CANADA INC-Types MK-4, MK-5. I 1 2 CORRUGATING CO, DIV OF shall be spaced a max of 12 in. OC along the top chord of the bar joist. 1.5 SB, 1 5 SBR,24 or 36 in wide Types 2.0 SB,3 0 SB. Units GLOVER SMITH BODE,INC GRACE KOREA INC-Types MK-6/CBF, MK-6/ED, MK-6/HY, 1-1/2 1-1/2 3 may be phos/ptd. 30 in wide Type 1-1/2 in V-Grip;24 ui OKLAHOMA CITY,OKIAHOMA MK-6s, Monokote Acoustic 1, Monokote Acoustic 5, Z-106, 2 2 3 WHEELING-PI-1-rSBURGH STEEL CORP-(;al%- 'IN,pes B, F Another method to secure the mesh iq by 1-1/4 in long by 1/2 in. wide Types 212V-Grip,312V-Grip,36 in.Types 212VW3- ' Gymm panch arc atww to tho adedor surfh= of the and N, ptd/ptd units may be used for rating,; up to 2 h wide hairpin clips formed from No. 18 9WG or heavier steel wire ViRreway,312VW3-Wireway CIVIL ENGINEER Z-106/G. NTLCRAFT, DIV OF The method of attaching the mesh must be suffident to hold the mesh and Alternate Construction-Noncomposite units of the same type listed ALPINE ENGINEERING,INC framIng in the rwriner required for the fire-reshtive mting as PYROK INC-Type LD. above may be used provided allowable loading is calculated on the NUCOR CORP----Gal,., Types 1.513, I�5131, 15F, 3N and 3NI, ptd/ the spray applied Spray-Applied Fire Resistive Materials material in place I basis of noncomposite design I VAIL,COLORADO ro-lRym- SOUTHWEST FIREPROOFING PRODUCTS CO-Types 4, 5, Resh-ained or Mitt Insulation Ukas Im ptd units may be used ior rating,s up during �pplication until it bas cured An acceptable method to attach the The Unrestrained Assembly Rating is I Hr with W8x.17 nun size beam 5EF, 5GP, 5MD, 7GP, 7HD, 8EF, 8GP, 8MD, 9EF, 9GP, 9MD Unresirained With Vhftd WHEELING CORRUGATING CO, DIV OF mesh i'-b embedding the mesh in min 1/4 in, long beads of hot melted and 2 Hr with W8x28 min size beani for the followmg units.and limi- LANDSCAPE ARCHITECT " VERMICULITE PRODUCTS INC-Types MK-4, MK-5. - glue.The �eads of glt�shall be spaced a max of 12 in, OC along the top Awnibly Gypsum GYP= WHEELING-PIT-FSBURGH STEEL CORP Types B, M�,', Fiand 4 Eations' S E GROUP L 0=4=r mistractica winsisu of ow lqcr of 5/a imh W R GRACE & CO - CONN Rating Hr Wallboard waffia N, ptd/ptd units may, be ubed for ratings tip to 2 h, chord of the bar joist Another method to secure the mesh is by 1-1/4 in. (a) 1-1/2 in deep,24 in wide,22 MSG of thicker fluted with clear BURLINGTON,VERMONT SHR=0CK FIRECODRS Type C manin pawls CONSTRUCTION PRODUCTS DIV-Types MK-4, MK-5, 3 2 3 Note- TyIe Z-106 Spray-App'lied Fire Rec,v;tive Mat(mals to be used long by 1/2 in. wide hairpin clips formed from No. 18 SWG or heavier I spans not more than 7 ft 8 m MK-6/11Y, MK-6s, Monokote Acoustic 1, Monokote Acoustic 5, 1 steel wMe. (b) 1-1/2in deep,24in wide,20 MSG or thicker fluted with clear gpp4kd pagIld to the C-H EW04 with a,U vvrfiml Jc6A on RG, Z-106, Z-106/G. with galv steel roof units only. IIA Metal Lath- (Not Shown)- (Required with Item 1013, optional with sparisnot more than 8 ft 8 in. STRUCTURAL ENGINEER 4 SIUCT& MW FMIS WC f=11M tO C80 C-11 9Ud aW Wd ,� *Bearing the UL Classification Mark APACHE PRODUCTS CO-Type Apache Pyrox 10. Spray-Applied Resistive Material*- Applied by mixing urith water Items 10, I OA)-Metal lath shall be 3/8 in expanded diamond mesh, (c) J-1/2 in.deep,24 in. wide, 16 MSG or thicker fluted and 18/18 HAYNES�VHALEY ASSOCIATES, '�� ATLAS ROOFING CORP-Type AC Foam H, ACFoarn III and spiaving in more than oric coat to final thickn' esse-s as -,huwn in the MSG or thicker cellular with dear spans not more then 9 ft 11 m, INC PJ* runn=vAth I inO TYP S wmm 12 inr�tm canicr In 11* Design No. X772 CELOTEX CORP-Types L, 0 illu�trati6n above and in the table below to steel surface,-, which must weighing 2.5 lb per sq yd. Secured to underside of steel deck with Na (d) 2 in deep,24 in wide,20 MSG or thicker fluted and 20/20 MSG HOUSTON,TEXAS ft ftid and at edgm INIUS SO BMW Wds on the cuter I be clean and free of dirt, loose -,cale and oil Steel deck surface must be 12 by 3/8 in. pan head self-drilling, self-tapping screws and steel wA. or thicker cellular with dear spans not more than 10 ft 0 in � Ratings -1, 1-1/2,2, 3 and 4 h. I FIRESTONE BUILDING PRODUCTS We DIV OF '0 r -d 12 in. OC in both (e) 3 'in d 36 wide,18 MSG or tNcker fluted and 24 in wide, A=paneb am rtnWxd with SHEEMOCK Joint Tape wW '. '_ .t - BRIDGESTONE/FIRESTONE INC-"ISO 95+FK", "ISO spatter" coated with T�pe SK-111 Spray-Applied Fire Rcsistive Niateri- ers 'with an outside diarn of 1/2 in. screws space 20/18 M or'thicker cellular with'clear spans not more than 13 MEC14ANICAL ELECTRICAL I "f- , � ��'," 40, , .11 I I " 1. I , - ..' ,, � , . I-) !!,-.___.'__'_______.___ - . . � :�"'- , '-�".'I .-",I-"'�a�'-. SHEM= 10MI cmpwnd. �. r".__ I . .. ___- ____- 95+Gt:', "150 95+GW'jl , oflex Isocyanurate FK", " ex ab, prior to applicdtion of spray-applied resistive material, T��Te SK-111 . ' 11 % " ".'::J I . . F_'�' .j; .11 � 1. 11B. Metal Lath- (Optional)- (Not s own - e a a may - Ap ed by nuxi ." .,,;:�; I '%'; I 11 Isocyanurate GIf, "Rhoflex Isocyanurate GW-' . spray-applied resistive material applied in accordance with i& manu- 1 6 Sp lied Fire Resis e Materials* g I I I. , L�' "' ,_ .--, "I - al t ic es1n DENVER,COLOKADO . facilitate the spray application of Spray-Applied Fire Resistive Matefi* wat r a 5 rayin fit more than one coat to a ' ;as shown .� I�. ': �." I I, ,I F_ HUNTER PANELS L L C-H Shield facturer's application instructions, Min average and min individual P� I ,. " I on steel bar joists and trusses.The diamond mesh, 3/8 in. ex anded ab e, to steel sur aces wNch must be clean and free of dirt,loose scale INTERIOR DESIGN .,.* -4- � density of 15/14 pcf, respectively. For method of density determination, P '' Z Two-hour caratruction c=Liu of a bm bycr of 112 kw,b e . .. JOHNS MANVILLE INTERNATIONAL INC-ENRG'Y Z and oil Min nvg and mu-L ind density of 15/14 pcf respectively Min ""!: ,,, �� . "I (a—. steel lath, 11 to 3.4 lb/sq yd is secured to one side of each steel joist avg and min ind density of 19/18 pcf respectively for Type 7GP and WILSON&ASSOCIATES SHF=3 0 CK PME CODEM T)p C paric Ls appW pam I I c I I ., .�k' ISO-1, PSI 25 see Design Information Section. Thickness of the spatter coat is I 1: f- ' - � I ,. I 11 ...I . '. 'I, -T included in the total final ffiickness of the protection material. with No. 18 SWC galv stevI wire at joist ,vveb and bottom chord mem- 7HD For method of density determinahon see Design Information Sec DALLAS,TX ��. LOADMASTER SYSTEMS INC ype Loadmaster polyLwcy& . 11 .. . ft- ". , tion Types 4,5GP,7GP,7141),8GP,9GP,MK-4,VP4 may be used only I.".. I , V� ', fully - to ft C-H Studs amd 41W-hed uilh I Wch Type S Im"at k" .P-� -�I I` __&__�".' " nurate insulation OnSterlDeck Fot 10KI joist 5paced bers spaced 15 in. OC max. When used, the metal lath is to bt . I.- .11 with all fluted steel floor units or blends consisting of one or mote LIFE SAFETY �� , I " I 7'r . , - I 24 kwl= an =ter in the fleW md at edgm "'PA fift , . lci�1 4 '�� I "i-_."' RMAX INC-Type Multi-Max FA Restratned Unre0mined Unrestramed Nth Isithout MaTe[han covered with Spray-Applied Fire Resistive Materials with no min diick. fluted units to one 24 in.wide max cellular urut, 1-1/2 or 3 in deep, BCER ENGINEERING INC .. N ___ --.--------------- __ 1 1;__'_. -� ' I. - Li�� .'. , ?" :r; � .." ' C �'f�;".e Askmhh Usembl)' Beim cypium GVP5= UTI 4 ft 4Tter with cells spaced approx 6 and 8 in respectively - .- t!'d'.'-:�:',*,'-"_''*�_""��"'."_��"' ". I-- ?�'� ,.*,'J ness requirements' ARVADA,COLORADO . _ _ '. I , , , '.'�' NW Of 1/2 indl SHMROCK FIRECODES Type C I J . STEVENS ROOFING SYSTEMS, DIV OF " 0 Rating Hr Rating lir Rahrg Ift Wallboard %allhaard Beam oc Lm OC - JPS ELASTOMERICS CORP-"Stevens ISO 2OW, "Stevens 9�1t' *Bearing the UL Classification Marking Restrained Assembly Unrestrained Min Beam Min Thkns pands = apolled efter 1=1101 tr m=l to Me ON 1 Spray-Applied Fire Resistive Materials*- Applied by mixing with t. I I I 1 7 b I U,,; I Rahng Hr Beam Rating Hr Size On Re=In dud% v4th J ' Its staggcmd 24 "(* fk= the b= U�W. water and spraying in more than one coat to the thicknesses shown 150 3000' 1 1 1 5"8 1 71b I I"� 1 2 1 W8x17 I Pa below, to steel surfaces whidi are clean and free of dirt,loose scale, and 3A. Building Units* - Not Shown -As an altemate to Item 3, comp W_ I I I 1. !-;"�'* 1�2 1.1,� I Design No. U904 2 2 W8x28 -_ 1-1/8 PROJECT NUMBER 20941 00 0= aW firm-�dghths4mb Typ S =cn ai 12 k9f= on ite oly,isocyanurate foamed plastic insulation board ivith an adheiied 1-1�12 1 1 34 1-11-1 ')'�If, lAiR, 1-5"if, BearingWall Rating-3 ,1111. oil. Min avg and min ind density of 15/14 pcf respectively. Min avg . 14'11� 1�1'r) 1-1,12 lliT' 1-1,8 "'s 1-7,16 1-7"]b ARABIAN VERMICULITE INDUSTRIES-Type MK-5 na ng surface, norn 48 by 48 or 96 in. may be used with the fol.lowing I - Nonbearin- Wall Ratin--3 HIL center In tht field and at tog" wen the Ribb kyer, hints and irim ind density of 22/19 pcf respectively for Types Z-106, I-]?'- 1-1"� 1-11 Z 1-1"Z' 2-1/81 -',,4 1-7, It, I-7 if, 0 C GRACE CANADA INC-Types MK-4,MK-5 ' lim tations. These composite building units have ventilation slots intm I ISSUE REVISION DATE wd == heads an t1w outer h,q= o* = finli&d V*h Z-106/G. Min avg and min ind density of 19/18 pcf respectively for I I 1 1-112 3�4 1_7?it, 1-7�It �-"J'�*" GRACE KOREA INC-Types MI(-6/CBF,MK-6/ED,MK-6/HY, Types 7GP and 7HD. For method of density determination, see Design ,,nal to the panels. The ihickness; of tHe panel depends upon the thinnid ; 1-111'2 t-]�z I I-it 2 3 i4 1-'I'�41 f A 1--�']h I — — ——__ - __ __ __ - MK-6s,Monokote Acoustic 1 1 SHEM-ROCK JoWt THPC Wd SHEErM= Jd0t portion of the polyisocyanurate imsulation. The following dimensions 2 " 11 1-liS 1-11�16 7"9 2-3/h, 2-3�Ih � � 1 T_'_ ' _T_ PYROK INC-Type LD I Information Section,Sprayed Material -1 2� 2_�'�"�- �'>' --'.'��' -� �' '� �-':--' " � , i'�, ':71- '� "', :-,V" � f SOUTHWEST VERMICULITE CO-Types 4,5,SEF,5GP,5MD, 1 2 1 2-1"I ti 2 31t, ,� � I""" I,,I , 'n-.'�/'�s. q. . I * , , , i I k , , � i� ,I � 7GP,7HD,8EF,8GP,8MD,9EF,9GP,9MD. ,. 3 1_1'-� ,,, � -1 '�I I 1� ' C=1=ndL The thickness of Spray-Applied Fire Resistive Materials to be applied to �Rly to the polyisocyanurate insulation, min thickness is as measured : - - �-) 2, 2-1 IN -1,16 — '�� . � all surfaces of the column(Item 1)required for rating periods of 1 h,1-1/2 in accordanct with Item 3. There is no lirnit on the max insulation � I I,.,I * 3-1,4 2,13 It, 7�1 �1""" - 4 "'T' "I" vl� 7-5/8" MIN I Z 2 1-1114 2 1�8 I-1116 1-14 241 16 �-�"] � . I"*I/ I 'I" I I"'I"i I'I"I i �'I :U1 � ) thickness. ' , - - . ,I �� - IV �' H VERMICULITE PRODUCTS INC-Types MK-4,MK-5,VP4, ) _� - 'I V4 _'111"It, " IT4 't 1. - - h, 2 h, 3 h, 4 h may be detern-tined by the equation: 3 3 I 1-51'i 2_7 16 1--, R I 'J . "W" ) *k i ) �' � .P � I i VP5 f I '. 2 - - � Y� � - ype I I � '�0 1 0. v., . � , 10 GAF MATERIALS CO" T INSUL-AIR. , � �.- 11 , ", , 1. 1. .- � * - W R GRACE &CO -CONN I . _�� . T EL IUSQ Cavity Shaft Wial ft Two-Hcor Fkwk�bd h R JOHNS MANVILLE INTERNATIONAL INC-Tyre ISO-VENI f--'I-). / \ CONSTRUCTION PRODUCTS DIV-Types MX-4,MK-5, - I Unrestrained Spray Applied Fire Resib,tive Mt1 I il�) ' 7'�"" narjmjnnt�l Secficn MK-6/HY,MK-6s,Mo.nolkote Acoustic 1,R(3 . . 1.05(W/D)+0.61 313. Building Units*- Polyisocyanurate foamed plastic insu ation boar4 Restrained& 2 ) , 1 . 11 Unrestrained Beam Min Thkas In.For IM or 16K2 ' . I I himhMm W. nwi=mhd nun Wnft Fkakcaam Where: nom 48 by 48 or 96 in., faced on the top surface with oriented strand (� 111. 7 Shear-Connector Studs-Optional- Not shown-studs,3/4 in. diam 0 h = SpIray-Applied Fire Resistive Materials thickness in the range 0.25- boaxd. Min thickness of the polyisocyanurate core is 1.3 in. No limit on Assemblv Rating Hr Joist Spaced I. Concrete Blocks"- Vdnotvsdeslg'115� Classification C-3 (3 hr). � by3m long,forl-1/2m deep form urats to5-1/4 in longfor3in , V) 3.875 in. max overall thickness. Boards to be installed with end joints sta ered Itativg tir Mow Than 4Ftor S'e,-,� Concrete Blocks categuty .for ilsf o[eligible rnartufacturers, deep form units,headed type or equivalent per AISC specificabons I� Enkally the am= as d=dbcd to pwagmpb '*Gn above,, bat um 4 Ft OC I ess OC , -� Welded to the top flange of the beam through the steel floor uruts I R= Fire resistance rating m hours (1 - 4 h) a min of 6 in. in adjacent rows. Adhesive(Item 6) may be appliel I 1 15/16 15/16 -2. Mortar- Blocks laid in Aill btd of mortar, Tiorn- 3/8 iti. thick, of not *13earing the UL Classification Mark n M= by= of W hich SUMMOM FMECODEO T�[W C D = Heated perimeter of steel column in inches between the building units and the vapor retarder (or gypsum wall- 1-1/I 1-1;2 I-IJ4 1-11 16 less than 2-1/4 and 'not T"lore t1lan 3-1/2 parts (if clean sbarpsand to I ' W =Weight of steel column in lbs per foot board if vapor retarder is not used). It . 14- pawj& (Sft Rpm M-H ad ft ew of ft repom) lbc� . 2 1_9!16 1-11,41- part Poidand ceinent (pproporlIbned by VOlume) and not more than 50 MPUM W/D = 0.33 to 6.62 APACHE PRODUCTS CO,-Apache Nail-Line Roof and Nail- 3 3 24,j 4 2-1 I 8 rz� bM kl)W ft BPPW iftnftl to the bw IM)w damdw in hem percent hydrated lime (by cement vohime). 'v�ertical joints staggered, �_ As an alternate to the equation,the minimum thickness of Spray-Applied Line V. ' G-1 abom Tbc mcmd kcr fsappW ft SEM 0 ft b= Fire Resistive Materials required for various fire resistance ratings of ATLAS ROOFING CORP-AC Foam Nail Base Insulation and ARABIAN VERMICULITE INDUSTRIES -Types MK-6/CBF, 1 Portland Cement Stucco or Gypsum Plaster- Add 11 2 hr to Classifi- U-) contour sprayed or boxed columns may be determined from the table Vented R. cadoz if used Attiached to concrete bolcks (Item 1). 0 Mya�C=p 00 JdA13 = oftt 24 WbM WA 1AS Wh TW below: CELOTEX CORP-Hy-Therm Nail-Line. %M K-6/ED, MK-6/HY, NIK-6s, SK-3, Sonote\ i, 4. Loose Masonry Fill- If all core spaces are filled with loose dry I S =t= = 4 hxh= ca cepier. 7ht E= Eq= Is f=nfled Min W/D MnThkIn. X Roof Insulation-Mineral and Fiber Boards*- (Not Shown) - W R GRACE & CO - CONN expanded -slag, expanded clay or shale (�Rotamy Kiln Pnxess), water -4- CONSIRUC'HON PRODUCTS DIV-Typeq MK-61HY, MK-6S, repeltant verinictilite.masonry fill i.DSUL'AiOn, OT sibcone. treated perlite � p- ftT=dku1a to ft C-H kinds ufth 2-1/8 lath wm= 12 facha Col Size I Hr 1-V2 Hr 2 Hr 3 Hr 4Hr Optional, A.tplied in one or mom layers over the Foamed Plastic(Item RQ SK-111, Monokote Acou,qic I � I cm =ter. Butt Jobts In f= twjw hA bdw=n C-H Auds Rnd W6X9 033 1-1/8 1-1/2 2 2-1/2 3-13/16 3) to be app 'ed with adhesive (Item 6), asphalt or coal tar pitch (Item loose fill insulaticin add 1 lu- to Classification. � W6x16 057 13/16 1-1/4 1-11/16 2-1/2 3-5/16 7) or mechanically fastened (Item 8). GRACE KOREA INC-Tvpes MK-6'�03F, MK-6/ED, IVK-61HY, 5, Foamed Plastic*- (Optiona]-X,ot Shown) - 1-1/2 in. thick max, 4 ft (O 015 REV #6 = &=ro wM 1-U2 Wb Type G s=" 9 kdn on cwter. W8x28 067 3/4 1-3/16 1-3/8 2 2-11/16 JOHNS MANVILLE INTERNATIONAL INC MK-6S, SK-111, Monokote Acoustic I wide sheathing affached to coiwrefe blocks (IftnTi 1), Tmitummt of wab=M ts and Omen= Is wt wcewnq.. W10x49 083 11/16 7/8 1-1/8 1-11/16 2-1/2 3D. Building Units*- As an alternate to Item 3, polyisocyanurate foamed *No min iw;iilation thickrie,;,, requireJ. BPB AMERfC.A INC A3 012 PHASEDCONST 03/08/07 Lij join W14x228 249 5/16 1/2 9/16 7/8 1-1/4 **-Nfinimum protc�ction thickness when lt�-m 3H is used �__ W14x730 662 5/16 5/16 5/16 3/8 9/16 lastic insulation boards, nom 48 by 48 or 96 in., faced on the top sur- `-Mininiurn insulation thickness (Item 3) ') in. HPB CELOrrEX-Type Thermax PERMIT APP ' < face with oriented strand board. Min thickness of the polyisocyanurate - �Bcaring G! UL 0assification Mark M DETAIL FOR ASSEMLY HIM -TWO-HOUR HORIZONTAL MEMBRANE OR The thicknesses contained in the table below are applicable when the Spraym core is 1.3 in. for the I hr rating without gypsum wallboard (Item 4) 10A.Alternate Spray-Applied Fire Resistive Matenalst- Applied by mix- 009 PERMIT SET 11/17/06 �__ HOMZONTAL DUCr MEA"PROTECnODL Applied Fire Resistive Materials applied to columns'flange tips are reduced to and for the 1, 1-1/2 and 2 hr ratings with, in wallboard and 2.6 ing with water aiid spraying inone or more coats to final th)cknos'ws Design No. U905 ' su as �shown in the table beimN to steel bearn surface-, which mu,st be clean I I I psum 'gy board. No limit on max 0 one-half that shown in the table below: for the 1-1/2 hr ratings without gy walF and free of di;t, loose scale and oil When steel deck is used the area Bearing Wall Rating-2 HR. n Min W/D Nfin M In. overall thickness. Boards to be installed with end joints staggered a min between thv ,,teel deck- and the bearris top flange ,,hal I be tilled Min Nonbearing Wall Rating - 2 HR I Col Size I Hr 1-V2 Hr 2Hr 3 Hr 4 Hr of 6 in. in adjacent rows. ___3 '. I I I - -)d of den- r - /. ____ _____ _ _ __ _ _ � ---�W_- ........... -_ -................. -I .. _ - . W6x9 033 1-1/8 1-5/8 2-1/16 2-15/16 3-13/16 JOHNS MANVILLE INTERNATIONAL INC-Nailboard. wg and min ind densit�, of 22/19 pcf, respectively For methi - � : 02 . . . . . �'�'/'_� �_: N'. I sitv determination, refe� to Des,,gn Information Section. I J. 'O... ' , " .. [. I ; . 0 0 - 0 - .. � " , . f . USG sted E-Stud(ES) ,",1..%. I f, W8x28 0.67 13/16 1-3/16 1-1/2 1 r ", ":00� I, ,:=,, O- , W*4 J-1umma(JA .A-I � ! plastic insulation boards faced on the underside (or both sides) with Onstpdt)t�c� For Itik I to"t Sparpd F.] � 0 '. . 3') W10x49 0.83 3/4 1-1/16 1-3/8 2-1/16 2-3/4 _ ' 0 ' I . O.. 91 .", 11 , W6xl6 057 7/8 1-5/16 1-3/4 2-9/16 3-3/8 3E. Building UMW- As an alternate to Item 3, polyisocyanurate foamed V I :0; " 7-518'mlN. � . RiNtralred Unrv&ained UnrestTained Wlb INIthrikit Mom Thin TT ' ' I , . - C�7 1� -, It I ' 'I - I I 6 1. el . W14x233 mineral fiber board. Min thickness of the polyisocyanurate core is 13 t. 110, P I I I �'� o .. . , ��,t� , �? 2.49 5/16 1/2 11/16 1-3/16 1-5/8 Aswmbl) A�'Wmbh' bram G�Psum Gyrun M 4 ft 4 ft or 30 t .. . -,.- , , , , 1� W14030 662 5/16 5/16 5/16 9/16 3/4 in. for the 1 hr rating without lypsum wallboard (Item 4) and for the �_� V Y'/il ' Rahng lit Rating Hr R,ihng 14t %A'Ilixurd %allboa-d Beam 0( I r��CC 1 �4) Horizontol Section 1-1/2 and 2 hr ratings with w I lboard and 2.6 in. for the 1-1/2 hr rat- 1 2 1 u 16�. 1 - 16 1 11�_ _ � N . 11 - @ USG sud , ARABIAN VERMICULITE INDUSTRIES T MK-5,MK-6/ ings without gypsum wallboard. No limit onmax overall thickness. I 11 I -, Q I 7�1t' 119 I 1 .11, ...6--_ - vn0s I "suid(CH) CBF,MK-6/ED, MK-6/11Y, MK-6/HY Extenae'd Set, MK-6s, Boards to be installed with end joints staggered a min of 6 in. adjacent I I � 11 I .'"11�1 �.12 11 � I 1. Concrete Blocks*- Various designs. Classification D-2 (2 hr). %. Sonophone 1, Sonophone 5, Z-106, Z-106/G. rows. Adhesive (Item 6) may be applied etween the building units �_i 2 1 I 3 4 1-1 4 , I(I I 1,1'f " -" I r. See Concrete Blocks category for list of eligible manufacturers. PROJE= .'. I I I " I , P) "-7"I k- NOR%li .. �' ' I 1 2 1_1 2 1- � 1" P� 1-1 , ; �' ll _V � . M GRACE CANADA INC-Types MK-4 or MK-5. and the vapor retarder (or gypsum wallboard if vapor retarder is not I'�-' . .], ! 1,2 1-1 2 1 1 Z 1-1 12* 2 1 11* V I - 10� 1-7 1 t, 2. Mortar- Blocks laid in full bed of mortar, -nom. 3/8 in. thick, of not -Z�'�'�/�' � W R GRACE &CO -CONN .. . � Xt used). 2 1 1 1 1 "': ��'4 - 1t, 1-7, t�, less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 .. . �I � �i, ... Y CONSTRUCTION PRODUCTS DIV-Types MK-4,MK-5, - -1 2 _! I 1112 34 _7 J�N 17 1h PROJECT KEYPLAN .\1 f,- '. MK-6/HY, MK-6/HY Extended Set, MK-6s,RG,Monokote JOHNS MANVILLE INTERNATIONAL INC-Fesco-Foam. 2 1 1 - ) part Portland cement (proportioned by volume) and not more than 50 uWated tastemrs 24,o.c, i"SHMROCKbMild '.7- -.fl' Acoustic 1, Monokote Acoustic 5, Z-106, Z-106/G. 3F. Building Units*- As an alternate to Item 3, polyisocyarturate foamed 2 -1 2 I � IN ;1111 I6 7"") :--A,,f) 23 1� percent hydrated lime (by cement volume). Vertical joints staggered. (t (verfical 60014,wftmwd- gypsun lim pary.4 - It ' I stic twulation boards faced on the underside with wood fiber board. 2 2 2 21 �_7�i". 1 '�-I"It' 21 '� P- I I _0 li/.�'- k GRACE KOREA INC-Types MK-6/CBF,MK-6/131), MK-6/HY, 3 I ],,: I 2 1-112 214 1 3�'Ir) 3_1 4 2 �'I 0- 3. Portland Cement Stucco or Gypsum Plaster- Add 1/2 hr to classifi- I , . hatizanW 350 pound gar) "\:�j 2 r, '' I---------- "I Vin thickness of the polyisocyanurate core is 13 in. for the 1 hr rating I R*V�� , .�.I ft M I 2 I Y M'Ilpe,'..' "i I .1 MK-6/HY Extended Set, MK-6s, Monokote Acoustic 1, 1 2 Z 1-1,12 -, I q I ��'o 33-1 4 - ;'I,n cation if used. Where combustible members are framed in wall,plaster � - 2� . '_:�i": �' ' - � -I. *"..'- Monokote Acoustic 5, Z-106,Z-106/G. without Pvpsum wallboard (Item 4) and for the 1-1/2 and 2 hr ratings 1 3 11 1_�; � -�-, It, 1-i k' 1114 - !� �n or stucco must be applied on the face opposite framing to achieve a — 0- � , , ?�� 'r , � � . ft. - ,- ' - ,' M �. � &�;. �I�\ PYROK INC-Type LD. with walWard and 2.6 in. for the 1-1/2 hr ratings without gypsum FIRE RESISTANCE ' ' I . � 71 . �K' ,.'�d SOUTHWEST FIREPROOFING PRODUCTS CO-Types 4, 5, wallboard. No limit on max overall thickness. Boards to be installed max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). REVIEWED BY 'r . ' :1 � 1-1 : , . N Restrained& Unrestrained Spray Applied Fire Resistive Mtl 4. Loose Masonry Fill- If all core spaces are filled with loose dry RATINGS I � 1 -. . 5EF, 5GP, 5MD, 7GP, 71113, 8EF, 8GP, 8MD, 9EF, 9GP, 9MD. with end jomts staggered a min of 6 in. in adjacent rows. ' I . . . 1. ..........I........�..... r14 - __ ,�' _; ' ' I 10't I Unrestrained Beam Min Thkn.q Im For 12K3 or 16K2 expanded slag, expanded clay or shale (Rotary Kiln Process), water 1-4 , � VERMICULITE PRODUCTS INC-Type MK-4 or MK-5. JOHNS MANVILLE INTERNATIONAL INC-E'NRCY-2 Plus. .- � ._ . 1 - ; �� .;�_�;Z�'Z:04-1 4..t.�-_,4-,� , ____------- �----------- 00 , �� .� � .- I , __ I. Aiwrnblv Ratin-fir joist Spaced repellant vern-dcuhte masonry fill insulation, or silicone treated perlite � C) I � � 1 2. Metal Lath- (Optional for contour application) -3.4 lb/sq yd galva- 0 C) pl�7�� - _.�.,,1,"-!_?,'_, ,.--- I . . 3G. Building Units*- As an alternate to Item 3, polyisocyanurate foamed FEB 2 6 2008 rq � - � "'�--..'--- nized airited expanded steel lath. fith shall be lapped 1 in. and . Rating Ai SloteThan 4 Ft or loose fill insulation add 2 hr to classification. �__"-111. �r�' '_..'.0 . 'astic 4rtoc Less OC 5. Foamed Plastic*- (Optional-Not Shown) -1-1/2 in. thick max, 4 ft __ __ - "' V_ - I------ tied toge er with No. 18 SWG galvanized steel;wire spaced vertically CN N � �"= camtrdoforce=14 Face with g)Tsum board, Min thickness of the polyisocyanurate core is L-------------------J __ __ ""4-3 Wm I&SHEEMOCK 6 in. O.C. I insulation boards, norn 48 by 48 or 96 in., faced on the top sur- I 1 15,116 15/16 1-4 brand FIRECODE"C" Wnt"atrftnt - wide sheathing attached to concrete blocks (Item 1). a 3. Steel Column- Wide flange steel column, min sizes as shown in the 1-1/2 I-V2 1-14 1-3/16 SAFEbuilt Colorado 3: TA'sum Pilds and cow bW) 1) THE DOW CHEMICAL CO-Type Thermax I _0 tables below, 2 . I-4,11 6 Mi2 "'( � *13earing the UL Classification Mark 3 3 2-1,�'4 ,I,-I/8 *Bearing the UL Classification Mark CD1 - GOoO * 2 CD ! '.'_ �' ; ' ' ' ' ' ' " ' I t t I I I I I - I I - I 1�11- , .) i ' 'I* D-.1-l" 'A�7' 7t- I � � - I I de np r nj r ]a 44 ray �e - 0V I I � iI I '� -.1 4 L 0- i�"�' & i ' T1" ' I ' '* - 4_�_ 1, Itf" -L'?� _ , ,F�.. ZIL I ' 1* , 11 I, n J "I ;k� '��' '' U �� I M I iE� U 0� �' M _:_' , � " 4 , , I I -I 1. I - *' C " .. ' . .. I I , - I I ,.- � ".0 1 : Design No. U418 I ,-'I., �.. - 1. . " , I -I... ... .- Components for field-assembled cellular metal raceway units' W R GRACE&CO -CONN I Design No. D938 Design No. U425 I . (Exposed to Fire on Interior Face Only) `�,--"'..".,,"',... ,.--,., ," ... Bearing Wall Rating-45 Min,1 or 2 HR. / Raceway bottom-24 or 36 in.wide Types 212VS,312VS CONSTRUCTION PRODUCTS DIV-Types Z-105,Z-106, Restrained Assembly Ratings-1,1-112&2 Hr I (For Exterior Walls,Ratings Ap licable p ,".- U L DESIGN I Raceway cover'plate-Types CP-12,CP-16 Z-106/G,Z-106/H'Y;Monokote Acoustic 5 Unrestrained Assembly Ratings-314 Hr For Exposure To Fire On Interior Face Only, - (See Item 4) 7., -, , .,,,', 11 I Raceway divider-Types DC-20,DC-25 GRACE KOREA INC-Types Z-106,Z-106/G,Z-106/HY, Unrestrained Beam Ratings-1,1-112&2 Hr (See Items 4 and 5) Horlzontol Section 10/19/01 ASSEMBLIES Raceway isolation trough-Types T-20,T-25,T-30. Monokote Acoustic 5 Bearing Wall Rating-45 Min,1,1-1/2 or 2 HR. 24"Oc 2 1 1 I Spacing of welds attaching-units to supports shall be 12 in. OC SOUTHWEST VERMICULITE CO-Types 7GP,7HD � 0� "P It) (See Items 2 and 4) - 0. i� -- " I T� (ID5, I I ! I I a I ______ I for 12,24,and 36 in wide units four welds per sheet for 30 in 4B Alternate Spray-Applied Fire Resistive Materials- Applied by mix- . � L_�I!LJI _11-1 INTERIOR WALL 4 - �_ - wide units,6 in.CC for 18 in wide and Sec. 12 units.Unless ing with water and spraying in one or more coats to a final thickness 11 , I MAg2AAAA68L_ffi1V;, M V_ Design No. D916 noted otherwise,adjacent units button-punch 4 71��----AF., , . together 36 in OC along side joints.Adjacent or welded as shown in the tables below to steel be surfaces which must be V .,I', -b � __ 4 t 18 in wide units clean and free of dirt, loose scale and oil The thicknesses shown in the .�t P � . I �1@ Fire Side Restrained Assembly Ratings-3/4,1,1-1/2,2 or 3 Hr. table below are applicable to beams supporting all fluted floor or form 5� �11. 11. I I .. . I . - (See Items 1,6,7, 8 and 11) -welded together 30 in OC along side joints For 3 Hr.Rating, C-'!L_E1_11._. 11. -I--I I.1- .-.. 1 -,, ,/_,�". -"-" �� I__/,�:,_ (Z) r oc an (D� I I units with overlapping type side joints welded together 24 in OC units Min avg and min ind density of 40/36 pcf, respectively For den- i I (M - /'_Y_ )O M V Y I T P Unrestrained Assembly Rating-0 Hr. (See Items 3,4 and 4A) (2j � .p- \ 0�,__ , max I 11 ' 'I / ; 2 . Unrestrained Beam Ratings-1,1-112,2 and 3 Hr. , 1, r_ - N_/ I- 4 :% sity deteiminatton refer to Design Information Section CS, . - I _, - I I When a superimposed load of 250 PSF is desired the spacing of Unrestrained Restrained Concrete SprayApplied r-� ---- '-f-_- -_ , "�;,l ,,,1,,1�it - .," -"N.1 1 ,-1-4-1 , ,,, , T � :7 - . I - (See Items 4,4A,7 and 11) _,:_,__-_,� � =. � �vf!�� .�;; - At �._ W� 41�t.; QYZ84W 1.3 - I I ,f , welds or button-punches shall�otlexce�a 24 in OC along side Beam Assembly Rating Type Fire Resistive I----; , 1 1 1 joints I - . , I Rating Hr Hr Mtl Thkns 7.-, , , 4 3 " -Irs sae,Q, � @_ - . I ; +12 in wide, 1-1/2 in deep Mac-Way units may be blended with on Beam In. V12-1111 4 , 1 4 I'_`IIIIIII z , . . - __ ----= Alternate xterior Facings ' . - , 7-�-. '. i::_Ir._'. . --:`�-. # - --� I 24in wide BXorNiri wide B3C units inablend of one cell to 1 1,1-1/2,2 LW 9/16 1. Beam- WSX28,min size. HORIZONTAL SECTION T Fire Side 6V - one or more fluted units 12 in,wide,2 m. deep Mac-Way units 1-1/2 1,14/2,2,3 LW 7/8 2 Normal Weight or Lightweight Concrete- Normal weight concrete I I I '�t%--- - 0 may be blended with 36 in wide Mar-Lock 2 units in a blend of 1 1,1-1/2,2 LW 3/4 carbonate or siliceous aggregate,150 +or-3 pcf urut weight,3500 psi I EXTERlOR-WALL - I CP 91. - - .7 e. -------- SEE ITEM 3t. 3 SEE ITEM I one cell to one or more fluted units. 12 in.wide,3 in. deep Mac- 1-1/2 1,1-1/2,2,3 LW 1 compressive strength Lightweight concrete,expanded shale,clay or E � 1-4 e EE - : . NY�MAMNW �a OIL slate aggregate by rotary-kiln method or expanded clay or flyash aggrL or Z llbMLT I �-I.. .. I 1�I �6 ITEM 4 Way units may be blended with 36 in wide Mac-Lock3 units in a W R GRACE & CO-CONN 1 V89(9 8 . P ,@ P U q% %; blend of one cell to one or more fluted units The side edge of the gate by sintered-grate method 110+or-3 pcf unit weight,3500 psi com-, I'� . ,1, �"__ 1.4 T_q � SEE ITEM I CONSTRUCTION PRODUCTS DIV-Type Z-146 investigated ,..--I " 11 . _ . . , q I --Way for exterior use pressive strength - I 1 6 ----7 0 �$ �((SDI, -__... I fluted unit is placed on the top of the side edge of the Mar Restrained Assembly ' Concrete Type Coral Slab Thkns,In. : , M / _.:I Vertical Section Ev, - unit and the two are welded together with welding washers GRACE KOREA INC-Type Z-146 mveshgated for exterior use 4 �, el - , _� _v ;4�2�w!;�",41-��--� .49� .�, 1 L,�," == - , .-;_�1_7___`1 , I -----"'----Y - '7--, , Rahn&Hr Fire Side 6_6 . . I � - . . • 11 . spaced a max. 32 in OC'for Mac-Lock'2 or 3 units and a max. 5 Shear-Connector Studs-Optional- Studs 3/4 in diam by 3 in No - (D'-"' A INTERIOR(FIRE;SIDE , a ro V� 2 1 of 24 in OC for the B2C or 133C units long,for 1-1/2 in. deep form units to 5-1/4 in.long for 3 in. deep form I rrmalWei it 4 i-- ------- ----------------------1 k 3 The Unrestrained Assembly Rating is equal to the Unrestrained units,headed type or equivalent per AISC specifications Welded to the 1 Dgl hveight 3-3/4 1 cp,A. W 0 1 1-1/2 Normal 4-1/2 HORIZONTAL SECTION c 88 1 VA M 9 1-4 1 EE ITEM�i � top flange of the beam through the steel form units. .= at., - � . M J%9 I I - I I Beam Rating for a max of 3 Hr' is limited to the following 1-1/2 Lghhveight 4 1 10 .4, I 'I •U. units and limitations . I 1 6 Electrical Inserts- (Not shown) Classified as"Outlet Boxes and Fit- 2 Normal Weight 5 1 - 8 ", O.. 0 � Supports- 8x28 min size steel beams Or steel j9Asts or joist girders , - tings;Classified for Fire Resistance." I , te -- MAMR U U (a)1-1/2 in. deep,24,in,wide,22 MSG or thicker fluted with 2 Lightweiglit 4-1/4 'i (not shown),composite or noncomposite Welded or bolted to end sup- H H ROBERTSON-Preset Inserts 1 Steel Floor and Ceiling Tracks- (Not Shown)-Top and bottom - I � Dparts.Designed per S J I specifications for a max tensile stress of 30 ksi clear spans not more than 7 ft 8 in , , • For use with 2-1/2 in lightweight concrete topping over QL-WKX tracks of wall assemblies shall consist of steel members,min No. 20 ?c 4 �-� ay be either uncoated or provided with a shop coat of paint For the (b) 1-1/2 in.deep,24 in.wide,20 MSG or thicket fluted with steel floor units Installed over factory-punched holes in floor units per 3. Welded Wire Fabric- 6 x 6--W14 x W14 SWG I- MSG(a 0329 in,min bare metal thickness) steel or min No.20 GSG - Vertical Side F-1 I-0 . 2 h or less Restrained or Unrestrained Beam Ratings, top and bottom clear spans not more than 8 ft 8 in. accompanying installation instructions 4. Steel Floor or Form Units*- Composite-Nom 2 uL deep 16,24,or, (0 036 in. thick) ealv steel or No-20 MSG (O 033 in. thick) primed steel, e Fire Side I 04 � chords shall each consist of two angles with a min total area of 0.96 - (c) 1-1/2 in. deep,24 in.wide,16 MSG or thicker fluted and 32 in. wide,22 MSG min galv fluted wilts Welded to supports 12 in. %b, W �> Spacing shall not be more than one insert in each 14 sq ft of floor area OC max Adjacent units screwed or welded 36 in.OC at joints. that provide a sound structural connection between steel studs,and to I- ---------- --- --------------P and 0 77 sq in,respectively.Web members shall be either round bars or 18/18 MSG or thicker cellular with clear spans not more than 9 ft CP�11 -_ U I ,I with spacing along floor units not less than 48 in.OC.,The holes cut in EPIC METALS CORP-Type EPICORE MSR adjacent assemblies such as a floor,ceiling,and/or other wails. - angles Mm area of the end diagonal web shall be 0 444 sq in Min area I 11 in I - S "t. a insert cover for passage of wires shall be no more than 1/8 in larger 5. Spray-Applied Fire Resistance Materials*- Applied by mixing with Attached to floor and ceding assemblies with steel fasteners spaced not = I a of each of the first six interior Egonal webs shall be 0 406 slim All 0 �6�2vzbIZMN 4 111) L6 other interior webs shall have a min area of 0 196 sq in For e 3 h (d)3 in deep,36 in.wide,18 MSG or thicker fluted and 24 in, diam than wire. Restrained Assembly Rating is 3/4 hr with Tapmate water and spraying in more than one coat to The beam to the final greater than 24 in 0 C 0 %. I_- IK�_� -0 - W 0-IIIIII Restrained or Unrestrained Beam Ratings,each of the top and bottom wide,20/18 MSG or thicker cellular with clear spans not more 11-FS-1 and 1 hr with Tapmate E-FS-2 inserts thicknesses shown below When floor units are used the supporting. 2 Steel Studs- Corrosion protected steel studs,min No 20 MSG A , than 13 ft 2 in H H ROBERTSON-Taprnat6 11-FS-1,II-FS-2,Series KEB beam shall be sprayed iwth Spray-Applied Fue Resistive Wterials (0032 - A chords shall Bach consist of two angles with a n-dn'total'ar'ea of 1.74 sl 9 in,min bare metal thickness)steel or min 3-1/2 in wide,min 13 9) in Web members shall be either round bars or angles W area of each 4. Spray-Applied Fire Resistive Materials*- Applied b nuxmg with (2)Walker Systems Inc.-After set Inserts Beam surfaces must be clean and free of dirt,loose scale and oil.Min' No.20 GSG (0.036 in. thick) gale steel or Na 20 MSG(O 033 in thick) . of the first five end diagonal webs shall be 0 886 sq m.All other inte- mgr in one or more 'at thickness as shown Single-service after set inserts installed per accompanying installation average and min ind dertsiq,of 15/14 pcf,respectively.M an W water and Spraying coats to a 11 -In avg d I pruned steel,cold formed,shall be designed in accordance with the Vertical Section !, nor webs shall have a min'area of 0.441 sq in.Bridging per 5 J.1 spec[- in the below,in the tables below to steel beam surfaces which instructions in 2-1/2 in.diam hole core-drilled through min 3-1/4 m min md.density of 22/19 pcf,respectively for Types Z-106,Z-1615/G.- current edition of the Specification for the Design of Cold-Formed Steel 1. Floor and ceiling tracks- Channel shaped, 3-5/8 in or 5-5/8 in fications is required when noncomposite joists are used For noncom- must be clean and free of dirt,loose scale and oil.Min avg and nun Ind thick concrete topping to top of cell of any min 3.m deep cellular steel For method of density determination, see Design Information Section.,^ Structural Members by the American Iron and Steel Institute All wide with 1-1/2 in flanges. Fabricated from No. 18 GSG gale steel posite joists,steel filler pieces of proper.size,I to 2 in. loo ,shall be density of 15/14 pcf respectively Min avg and min and density of The thicknesses of Spray-Applied Fire Resistive Materials is shown in design details enhancing the structural integrity of the wall assembly, , � welded to and between the top chord angles at midway,between all 19/18 pcf respectively for Type 7GP and 7HD.For method of density floor unit specified tinder Item 3 Spacing shall be no more than one the table below are applicable when the beams are supporting solid I- mcludin the axial desl&n load of the studs,shall be as specified by the Attached to floor and ceiling with fasteners spaced 24 in. O.C. top chord panel points � I - r to Design information Section. insert in each 10 sq ft of floor area in each span with a min center to I er,and shall meet the requirements 2. Steel Studs- C-shaped, fabricated from min No. 18 GSG (O 051 in - I I �"1% determination,refer f concrete stabs or floor assemblies containing only fluted floor or form steel stud designer and/or produc 1. Normal Weight or Lightweight Concrete-,Normal weight concrete Restrained I Unrestrained Unrestrained Spray Applied center spacing of 16 in If the high potenhal and low Potential race- Luuts of du applicable local code agencies The max stud spacing of wall thick) galv steel,3-1/2 in. or 5-1/2 in. wide with 1-1/2 in flanges and . I , ways of the cellular steel floor unit are separated by a valley filled assemblies shall not exceed 24 in OC(or 16 in OC-See Item 5c). 1/2 in returns (stiffening flan ges.) Min yield strength 40,000 psi. See M. carbonate or siliceous aggregate,3500 psi compressive strength, Assembly Assembly Beam ' Fire Resistive ARABIAN VERMICULITE INDUSTRIES-Types MK-6/C]3F, vibrated Lightweight concrete,cx�andcd shale,,or slate aggregate by I with concrete, the center to center spacing of the high potential and Studs attached to floor and ceiling tracks with 1/2 in long Type S-12 12 of Report R7760-1,-2 date d Dec. 11, 1975 or U1 15 of Report . RatingHr Rating Hr Ratan Mil Thkns MK-6/F,D,MK-6/HY,MK-6s,Sonciphone 5, Z-106,Z-106-G. rotary-kiln method,or expanded clay aggregate'by`r6_'tary'-,kdn or I I 1 ,.f on Beam In low potential single-service after set inserts may be reduced to a min W R GRACE&CO-CONN I steel screws on both sides of studs or by welded or bolted connections R7760-3,-4 dated Aug 23,1976 for tables containing max allowable OWNER/DEVELOPER sintered7grate method,3000 psi compressive strength,vibrated,4 to 7 1 1 1/2 of 7-1/2 in Restrained Assembly Rating is 2 hr or less with internally designed in accordance with the AIS1 specifications axial loads. Report Ms available from U S. Steel Corp.,Rm. 1846,600 percent entrained air ' ' psi "Ik", I I I I 1 1/2 protected type 436 after set insert with Type M4-,M6-or M8-Series CONSTRUCTION PRODUCTS DIV-Types MK-6/HY,MK-6s, 3 Lateral Support Members- (Not shown)-Where required for lat- Grant St., Pittsburgh, PA 15230. , . I . ? I I 1 1-1/2 RG,Sonotex 1,Sonotex 5,Z-106,Z-106/G era)support of studs,support may be provided by means of steel I Concrete � Concrete Unit � 1-1/2 1-1/2 1-1/2 13/16 single-service activation fittmg 3 Steel Strap Ting- Flat stock,2 in. wide, fabricated from No. 18 GSG Restrained 1'� : _ , ,Concrete GRACE KOREA INC-Types MK-6/CBF,MK-6/13D,MK-6/HY, straps,channels or other similar means as specified in the design of a I VAIL RESORTS Assembly,Rating fir, •� , (Type), , , Weightpef ,, ,,Tlikns In. 2 1 1 1 1 1/2 WALKER SYSTEMS INC-Internally protected Type 436 after a steel. Located horizontally and attached to both sides of the studs 2 1 1 - , 2 2 1-1/16 MK-6s,Sonotex 1,Sonotex 5,Z-106,Z-106/G particular steel stud wall system g t'V s pints using o 1 1 1 1 " . Normal Weight 147-153, , , 3-1/2 set inselt with Type M4-,M6-or M8-Series single-service act[- 4 Gypsum Board*- Gypsum wallboard bearing the T,JLI Classification a the tlurd i t i one No. 6-20 by 1/2 in. self-dnffing steel DEVELOPMENT 1-1/�, " , �,, Nor&dWeight 1 147-153, . , ', 4 3 1-1/2 1-1/2 33/16 vation fitting., - � I Restrained Assembly Unrestrained Beam Min Thkns,In.(Beam) screw at each intersection. _ 2 , Normal Weight ' 147-153 -1/ 3 1 1 1 3 3 1-9/16 Rating,Hr Rating,Hr . Marking as to Fire Resistance Applied vertically with joints between ) ,e3 ,; . ; , 4 2 7. Mineral and Fiber Boards*- (Optional,not shown).Applied over 2 - � 1 layers staggered.Outer layer of Slayer construction may be applied 4 Gypsum Board*- Any classified gypsum wallboard with beveled, COMPANY 3 1 Normal Weight ' 147-153 5-1/4 lied Fire Resistive Materials shown in the table concrete floor with no restriction on board thickness When nuneral. 2 � � horizonta ly The thickness and number of layers and percent of design sguare, or tapered edges The thickness,-number of layers and method 3/4'oi 1(See Item 6) Lightweight 107-113 , ' 2-1/2 The thicknesses of Spra _AP and fiber boards are used, the unrestrained beam rating shall be 2,1-1/2 ' 1-1/2 3/4 ratings are as follows of attachment of the wallboard for the 2 1-1r, 1 Hr,and 45 Min ratings AVON,COLORADO Lightweight t , -arns' lower flange I load for the 45 nun,1 hr,1-1/2 hr and 2 hr 1 107-120 : 12-5/8 below are applicable when E thickness applied to the be 2,1-1/2,1' 1 7/16 1-1/2 ", , ., Lightweight 107-113 :, 3 edges is reduced by 1/2 that shown in the table. increased by a rranimum.of 1/2 hr. . I Interior Walls are: 2 ' "I I Lightweight 107-113 3-1/4 See Mineral and Fiber Board(CERZ)category for names of manufactur- Rating Wallboard Protection %of 2 Hr Rating- Three layers of 1/2 in. thick wallboard applied verti- 2 , , I I j Lightweight 107-116 3-1/4* Restrained I Unrestrained Unrestrained Spray Applied ers I I I 1 6 Shear Connector Studs- Optional-Studs,3/4 in diam by 3 in rally Inner layer attached to the studs and tracks with 1 in 1 0142 2 Assembly Assembly Beam Fire Resistive 8 Roof Covering Materials*- (Optional,not shown)Consistmg of mate- long headed type or equivalent per AISC Specification Welded to the Both Sides of Wall- Design Load in. diam,Type S-12 bugle head screws spaced 12 in 0 C M 'N layer I I Lightweight 114-120 3-1/2 RahngHr Rating Hr Rating Hr Mtl Thkns rials compatible with insulations described herein which provide Class top flange of the beam through the steel form units. No.of Layers&Thkns attached to the inner layer of wallboard with 1-1/2 in idd - DESIGN ARCHITECT 3 Lightweight 107-113 4-3/16 on Beam In. A,B or C coverings See Built-Up Roof Covering Materials in Building *Bearing the UL Classification Mark . of Board In Each . long,0 210 in 3 � Lightweight 114-120 4-7/16 � Layers diam,T e G bugle head screws spaced 12 in. OC and to the end studs 1 1 1 - I, � 9116 Materials Directory Design No. D940 1 45 min *1 layer,)/tin duck 100 with'1-7778 in. long,0 118 in. diam,Type S-12 bugle head screws spaced 1-1/2 1 1- "I 9116 9 Insulating Concrete- (not shown)0 tionial Various types of insulat- Restrained Assembly Ratings -1,1-1t2 and 2 hr I hr *1 layer,5/9 in,thick 100 12 in OC. Outer layer attached to studs and tracks with 1-7/8 in. long, "For use with 2 or 3 in steel floor and form units only. , 7/8 ' 2.,Welded Wire Fabric- 6 x 6,10 x 10 SWG 1-1/2 1-1/2 1-1/2 Ing concrete prepared and applied in Ne tluckness indicated I Unrestrained Assembly Ratings-0 hr(See Items 5 and 6) 1-1/2 hr *2 layers,1/2 m thick 100 0.118 in. dram, Type S-12 bugle head screws spaced 12 in OC and into 3 Steel Floor and Form Units*- Composite 1-1/2, 1-518,2 or 3 in 2 1 1 9/16 A Vermiculite Concrete- (not shown) Optional. Unrestrained Beam Ratings-1,1-1/2 and 2 hr 2 hr *2 layers,5/8 in 80 4240 deep a1v units or 4-1/2 in.deep noncomposite galvanized units 2 1 1 12 2 1-3/16 1. Blend 6 to 8 cu ft. of Vermiculite Aggregate* to 94 lb Port- I I thick or I the wallboard with 1-1/2 in long 0 210 in diam Type G screws spaced 3 1-1/2 1-1/2 7/8 land Cement and air entraining agent Min thickness of 2 in K;*� 12 in. OC. Middle layer of wallboard edge joints staggered 2 ft from Fluted units may be uncoated or phospbahzed/pa;.nted Min gauges �/ *3 layers,1/2 m. 100 joints of inner and lower layer. I are 22 MSG for fluted and 20/20 MSG for cellular units The following 3 1 , . - 3 . 3 1 1-3/4 as measured to the top surface of the structural concrete or A thick 1 Hr Rating- Two layers of 1/2 in thick wallboard applied horizon- ..-, Denver, Colorado , combinations of units may be used- � foamed plastic(Item 10)when it is used T , I T . *2 layers,3/4 in 100 tally or vertically Inner layer attached to studs and tracks with 1 in 1(1) all 18,24,26,28 or 36 in wide cellular. , , , ,-,, I ' The thicknesses of Spray-Applied Fire Resistive Materials shown in the table ELASTIZELL CORP OF AMERICA .1 4'. � --: thick (2) all fluted. , below are applicable when the thickness applied to the beams' lower flange SIPLAST INC A , f . - long, 0.142 in. diam Type S-12 bugle head screws spaced 12 in. OC (3) one or two 3 in deep,12 in.wide,18/18 MSG min cellular units, edges is reduced by 1/2 that shown in the table and the beams are supporting VERMICULITE PRODUCTS INC I , . -4 . . - SEE ITEM 2 *Ratings applicable to assemblies serving as exterior walls where Classified fire beginning 6 in. from the edge. Outer layer attached to the studs and ARCHITECT OF RECORD alternating with 3 in deep fluted or other cellular all fluted floor or form units w/lightweight concrete only 2 Blend 3 5 cu.ft of Type NVC Concrete Ag regte*or Type I - I resistive gypsum sheathing type wallboard is substituted on the exterior face. tracks with 1-5/8 im long, 0.142 in. diam, Type S-12 bugle head screws (4) any blend 7 of fluted and 18,24,26,28,or 36 in wide cellular Restrained ' Unrestrained Unrestrained Spray Applied NVS Vermiculite Aggregate'coat,1/8 in tKic ess beneath I \�� I SEE fMI 5 Exterior Walls I spaced 12 in. CC beginnm& I in. from the edge. In addition,the outer GLOVER SMITH BODE,INC (5) 3 m deep,30 in. wide cellular with 8-1/8 in.wide valley along Assembly - . Assembly Beam Fire Resistive foamed plastic(Item 10)when used,1 in min topping L-A Rating Wallboard Protection %of layer to be attached to the inner layer at the joints with 1-1/2 in. 10119, OKLAHOMA CITY,OKLAHOMA side joints may be used when 3/8 in. diam.reinforcing bars are Rating Hr Rating Hr Rating Hr Mil Thkns thickness. I I I : I 1 0.210 in. diam Type IS bugle head screws spaced 24 in. CC located placed 1-1/2 in. to each side of side joints and I in. above bottom I on Beam In. SIPLAST INC � � I on Interior Side of Design between studs. p CIVIL ENGINEER of unit. - ,_ VERMICULITE PRODUCTS INC I I I I wall- I - I I 1 1 1 7/16+ Vermiculite concrete may be covered with Roof Covering I No of Layers&Thkns 45 Min Rating- One layer of 5/8 in. thick wallboard applied hori- ALPINE ENGINEERING,INC (6) Corrugated, 1-5/16 in, deep,30 in wide,24 MSG min galv units 1-1/2 1 1 1 7/16+ Materials(Item 8). , - < of Board In Each zontaUy or vertically. Attached to studs and tracks with I in. long, VAIL,COLORADO with shear,wires factoty,welded to,deck corrugations Welded to 1-1/2 1 14/2 , 11-1/2 3/4 B Cellular Concrete-Roof Topping Mixture* ' concentrate ? I I I I Layers 0.142 in. diam Type S-12 bugle head screws spaced 12 in. OC be i i supports 12 in.,-OC through welding washers.,For shear wire 2 I 1 7/16+ � 11 ginnm� 2 2 2 1 mixed with water arid Portland cement per manufacturers specifi- SEEMM6 45 min I layer,5/8 in duck 100 LANDSCAPE ARCHITECT spacing of 8 in or less the steel deck stress shall not exceed 20 1-1/2 1-1/2 3/4 cations Cast dry density and 28-day n-un compressive strength -A 1 hr 2 layers,112 in thick 100 6 in. from edges. S E GROUP ,KS1 For shear wire spacing greater than 8 in.OC but less than 3 1 - of 190 psi as determined with ASTM C495--66 P �) P /0. 1-1/2hr 2 layers,5/8 in thick , 100 When used in widths other than 48 m., gypsum board to be installed or equal to 12 in.OC.,steel deck stress shall not exceed 12 KSI 3 3 3 , ' 1-9/16 CELCORE INC-Type Cellcore with cast dry density of 31 2hr 3 layers,1/2 in thick 100 horizontally. BURLINGTON,VERMONT . ASC STEEL DECK,DIV OF I (+ or-3 0)pcf or Type Cellcore MF with cast dry density 2 layers,3/4m thick 100 See Gypsum Board (05NX) Category for names of manufacturers. Types B, BF-24,BR, of 29(+or-3 0) pcf I ASC PROFILES INC-24 m wide T +Thickness applied to beams'lower flange edge to be 1/4 in min. �._:�L-�_�_,_- -�__- I ' I BMOD,BRMOD,N,NF,2W24,3W24,,2WF24,3WF24;30 The thickness of material required on the steel joist for,the various ratings are CELLUFOAM CONCRETE SYSTEMS,DIV OF - L-A • SECITON A A See Gypsum.Board (CKNX) Category - for names of Classified 5. Batts and Blankets't- 3-1/2 in. thick, 2 ft wide, glass fiber batty STRUCTURAL ENGINEER in. wide Types,B,BF-30,BR;36 in wide Types B-36, shown in the following table � I , , CELLUFOAM CONCRETE OF ; -B � _ Companies ofl/2in. or5/8in thick wallboard See below for Classi- inserted between each stud to fill the wall cavity. HAYNES WHALEY ASSOCIATES, I Restrained or I ii Spray Applied Fire I a ' P , /0 . . P P (P P . fired Company of 3/4 in. thick wallboard CERTAINTEED CORP INC 2W36,3W36,2WF36,,3WF36,'24 or 30 in wide Types I , Unrestrained CANADA (EASTERN) LTD-Cast dry density of 30 (+ or- . - CANADIAN GYPSUM COMPANY-Type IP X3.ULTRA- ASC2 or ASC3 � , , I Unrestrained ' Beam I Resistive Mtl 3 0)pcf. . I" . - ,__!____Y 11,i�_ -1-;-'- -- n_:t.-.- --- CODE,ULTRAC0DE SHC or ULTRA DE WRC JOHNS MANVILLE INTERNATIONAL INC HOUSTON,TEXAS --- I CONSOLIDATED SYSTEMS INC-24 in wide Types Assembly � Rating Hr , Thkns on joist CELLULAR CONCRETE L L C-Cast dry density of 37(+ I- \ ��_ L:,&- .5 N . UNITED STATES GYPSUM CO-Type IP-X3,ULTRA- OWENS CORNING , I &Bridgingln. or-)3 0 pcf. , I __ , , , & *11, CODE,ULTRACODE SHC or ULTRACODE WRC CFD-2,CFD-3,24,'30 or 36 in`wide Type CFD-1 5;24 or Rating Hr , F . /1, 1% I I I 1-1/8 ELASTIZELL CORP OF AMERICA-Type H Mix#1 of .1? I'll // N% 1v 6. Gypsum Sheathing- One layer of nominal 1/2 in. thick exterior MECHANICAL ELECTRICAL 36 in wide Types Mac-Lok 2,Mac-Lok 3;24 in�wide, 1 " I 7 , % .11, I%\ A/ USG MEXICO S A DE C V-Type 1P-X3,ULTRACODE, sheathing, applied vertically and secured to the studs and runner track PLUMBING ENGINEER I ,,, '.., " , , 1-1/2 1-1/2 1-3/4 cast dry density 39 (+ or-)3 0 pcf,Mix#2 of cast dry den- . V, .e., " I � _ Types B2C,B2FC,NC,NFC,30 in.wide Type 133C,12 in 2 . 2 2-1/4 sity 40(+or-)3 0 pcf,Mix#3 of cast dry density 47(+or !L4L==== �------ J , ULTRACODE SHC or ULTRACODE WRC with 1 in. long, 0.142 in. diam, Type S-12 bugle head screws spaced 12 ABS CONSULTANTS INC wide Mac-Way cellular 45 MOW,2-633 MTWA,3-633 3 1 3 2-7/8 )3.0 pcf I I------ smilUms 4A Gypsum Board*- (As an alternate to 5/8 in thick wallboards in Item in, OC along the studs and the runner tracks. MTWA,'2-633MTWV,3-633MTWV+,24 in wide Type I , I - _B sm rMNI 6 4)-Nom 3/4 in thick. Versa-Dek , I I .1, - i � I I C Cellular Concrete-Roof Topping Mixture* - Concentrate ,%FcTIRN H a CANADIAN GYPSUM COMPANY-Types AR,IP-AR 7. Exterior Facings- INTERIOR DESIGN I DECK WEST INC-36 in wide Type B-DW,Inverted ARABIAN VERMICULITE INDUSTRIES-Type MK-5. mixed with water and Portland cement per manufacturers-specifi- I Steal Beam- Wide flange steel beams of min size as shown in the UNITED STATES GYPSUM CO-Types AR,IP-AR. 7A. Aluminum Siding- Horizontal lap type 9 in, wide fabricated from WILSON&ASSOCIATES I B-DW, BA-DW,Inverted BALDW,2-DW or 3-DW Side GRACE CANADA INC-Types MK-4,MK-5, , , I cations 28-day min compressive strength of 190 psi as deter- USG MEXICO S A DE C V-Types AR,IP-AR 0.019 in thick or 0.024 in. thick painted aluminum. Interior face of DALLAS,TX W R GRACE&CO-CONN I mined with ASTM C495-66 table under Item 6 5 Gypsum Sheathing- For exterior walls,1/2 or 5/8 in. thick exterior I, joints of Type 2-DW and 3-DW may be fastened together � CONSTRUCTION PRODUCTS DIV-Types MK-4,MK-5, LITE-CRETE INC-Cast dry density of 29(+or-)3 0 pcf 1A Steel Supports- As an alternate to Item 1, 10kl steel joist min size regular gypsum sheathing applied vertically and attached to studs and 0.019 in. thick siding lined with 3/8 in. thick unbonded insulation with min 1 in long No 12)e 14 self-drilling,self-tapping SIPLAST INC-Mix No 1 or 2 Cast dry density of 32+3 with a max tensile stress of 30,000 psi Also as an alternate support, LH material. Attached to the studs with 1-7/8 in. long, 0.118 in. diam steel LIFE SAFETY I I steel screws 36 in OC I -MK-6/HY,MK-6s,RG,Monokote Acoustic 1 (Mix No 1)or 36+3(Mix No 2) pcf. Series steel joists of an e be used.VAien steel joists are used, runner tracks with 1 in long;y1pe S-12 bu lie head screws spaced 12 in ' GRACE KOREA INC-Types MK-6/CBF,MK-6/ED,MK-6/H'Y, bridging designed in y size OC along studs and tracks One of the following exterior facings are to screws spaced 9 in OC along the studs. A starter strip to be fastened to BCER ENGINEERING INC T_ I EPIC METALS CORP-24 in wide Types EC150,ECP150, I I MX-6s,Monokote Acoustic I 1 . I D Perlike Concrete- 6 cu-ft,of Perlite Aggregate*to 94 lb of Port- accordance SJI Specifications is required at be applied over the gypsum sheathing floor runner with 0 118 in. diam screws spaced 12 in. OC. ARVADA,COLORADO 11 EC300,ECP300,EC3615,ECP366,EC150,EC300 inverted, PYROK INC-Type LD land Cement and 1-1/2 pt air entraining agent Min. thickness 2 2 top and bottom chords I I . . A. Siding,Brick,or Stucco- Aluminum siding,steel siding,brick 7B. Steel Siding- Same description as above (No. 17 GSG) gauge 0.017 Epicore A,2 0 ECA,30 in wide Types ECB150,ECBR150, - in. as measured to the to surface of structural concrete or Normal Weigh[or Lightweight Concrete- Normal weight concrete LL_ . I SOUTHWEST VERMICULITE CO-Types 4,5,5EF,5GP,5MD, astic (Item 10Z when it is used - . ' carbonate or siliceous aggregate, 150+or-3 pcf unit weight,4000 psi veneer,or stucco attached to studs over gypsum sheathing and m. thick. I . . 1 36 in wide Type EC266.' I ,,, 7GP,7 ' compressive strength.Lightweight concrete,expanded shale,clay or meeftr�g therequirements of local code a encies When a min 7C. Brick Veneer An type 4 in. wide brick. Metal ties used as every 0 I _HD,BEF,8GP,8MD,9EF,9GP,9MD I I foamed Aggregate(CFFX)in Fire Resistance Directory for names 3-3/4 in flock brick veneer facing is used,the Exterior Wall Rat- U) I G ENS METALS INC-24 or 36'm wide Types LF2,LF3 9 - MARLYN STEEL DECKS INC-Type 15 CF,2 0 CF or 3 0 VERMICULITE PRODUCTS I INC-Types MK-4,MK-5,VP4, of manufacturers ,_ I -, � I slate aggregate by rotary-kiln method or expanded clay or flyash aggre- fourth course spaceNypin. OC horizontal)y. Fastened to steel studs PROJECT NUMBER- 20941 00 VP5.' , I . ,, • E. Cellular Concrete,-Roof Topping Mixture*- Fqam Concen- gate by sintered-grate method 106+ or-3 pcf unit weight,4000 psi com- in is applicable with exposure on either face Brick veneer wall I I CF., , , attached to studs with corrugated metal wall ties attached to each through gypsum sheathing with one No 6-20 steel screw per tie One J1A DER CONSTRUCTION MATERIAL CO LTD-24 or 4A Alternate Spray-Applied Fire Resi�tive Materials*- Applied by nux- trate mixed with water,Portland Cement and UL;Classified Ver- pressive strength . I stud with steel screws,not more than each sixth course of brick. inch air space provided between veneer and gypsum sheathing. .4- 36 in'widd Mac-Lok 3,24 in ,wide CFD-3 ing with water and spraying in one or more coats to a final thickness mictdite Aggregate per(manufacturer's application instructions Restrained Assembly Concrete Type Cor�crete Thlais,in. ISSUE REVISION DATE 't JIA DER'CONSTRUCTION MATERIAL CO LTD-24 or as shown in the tables below to steel beam surfaces which must be • Cast dry density of 33 +or-)3 0 pcf and 28-day compressive Rating,Hr I, I I I 13 Mineral and Fiber Boards*- Exterior hard board paneling 7D. Stucco- Portland cement type- 3/4 in. min thickness Metal lath or clean and free of dirt, and oil When fluted steel deck is strength of min 250 psi as determined in accordance with ASTM 1 Normal Weight 3-1/2 1 chemically treated over gypsum sheathing with primed or L., mesh base attached to studs with No. 6-20 steel screws. "T-Nails," or 36 in wide Mac-Lok 3,24 Lh'wid6 CFD-3' -- loose scale i I I - T_ HAMBRO-STRUCTURAL,SYSTEMS,DIV OF, used the area between the steel deck and the beams top flange shall be C495-86 I I Lightweight 2-1/2 fished face,7/16 in thick by 48 in.wide.Attached to studs Over staples approved by local building codes, Spaced 6 in. OC max and I CANAM STEEL CORP-36 in wide, 1-1/2 in ,Type sprayed min avg and min ind density of 19/18 pcf,respectively for CELLULAR CONCRETE L L C-Mix No, 8' ' 1-1/2 Normal Weight 4 1 gypsum sheathing with 1-7/8 in long bugle-head TEK fasteners driven through gypsum sheathing. I I P3615HB The max superimposed loadings for Tye Types 7GP,7HD,105,Min avg and min md density of 22/19 pcf, I SIPLAST INC--Mix No 3. • � 1 1-1/2 Lightweight 3 16 in OC at the intermediate supports Or,exterior lap siding, 7E Mineral and Fiberboards- Exterior hard board paneling; chemically , LO e - - (Opho - chemically treated,7/16 in thick by 8 in or 12 in wide Attached ) 0 P3615HB units shall not exceed 250,PSF For sin spans, respectively for Types Z-106,Z-106/G,Z-106/HY For method of den F Floor Topping Mixture* -nal,not shown) , App.rox 2 Normal Weight 4a-1/2 treated, with primed or finished face, 7/16 in. thick b 48 in wide the use,of the units shall be)united to 5 ft 6 in,6 ft 0 in sity determination,refer to Design Information Section- ' . 4.5 gal of water to 41 lbs of NVS Premix floor topping mixture. 2 1 Lightweight 3-1/4 to studs with 1-7/8 in. long,bugle-head Type TEK fasteners at and 6 ft 6 in. max spans for the 22,20 and 18 gauge units, d I each lap.Panels lapped minimum I in I . Attached 1 Zfasteners 16 in. I I Slurry coat 1/8 m thickness beneath foamed plastic 1(11:�rri 10) I ched to studs with 1-7/8 in. long bugle-head 14- respectively.For multiple spans,18 gauge units may be Restrained -, Unrestrained Unrestrained Spray Applied when used,1 in min topping thickness , I I MASONITE CORP-Type FT - OC. at the intermediate supports. Or, exterior lap siding, chemically I I r- Assembly eam Fire Resistive 1 3 Shear Connector- (Optional)-Studs,3/4 in. diameter headed type 'Backer Units*- 1/2 or 5/8 in. thick,square edge used on a max 7 ft 6 in.spans with a max total superim- Assembly SIPLAST INC or equivalent per AISC Specifications Welded to the top flange of the C. Cementitious treated, 7/16 in. thick by 8 in. or 12,in wide. Attached to studs with I posed loading of 240 PSF ,' Rating Hr , Rating Hr Rhin gHr Mtl Thkns � Flooi Topping Mixture maybe covered with',Built-Up of Single beam through the steel floor and form unit boards,attached to steel studs over gypsum sheathing with 1-5/8 . I I an Beam In. 1 1-,7/8 in. long, bugle-head Type TEK fasteners at each lap. Panels r_ H H ROBERTSON-QL'Typ'es,24 in "Wide 3 or 3 inverted, 111 Membrane Roof Covering . 1 4 Welded Wire Fabric- 6 x:6,WIA x W14 in.long,Type S-12,corrosion resistant,wafer bead steel screw's, I UKX,UKX-3,2 in 99,AY:X,21 or 21 inverted,121,NKX, 1 •1 , .11 1 1/2 10. Foamed Plastic'k - (optional-Not Shown) For use on with ver- 5 Steel Floor and Form Units*- Composite 1-1/2 1-5/8,2 or 3 In, I spaced 8 in OC. Studs spaced a max of 16 in OC Joints Covered lapped minimum 1 in. -A;36 in wide 1 1/2 maculate (Item 9A)or cellular(Item 9C) concretes-Rigu polystyrene nom deep galv units or 4-1/2 in,nom deep noncomposite galv units with glass fiber mesh tape. . TKX,24 or 30 in.wide GKX,GKXH,GKX 1-1/2 I �, MASONITE CORP-Type FT I L;i 99,AKX WKX;24,26,or 36'in wide NKX,I 5NKC,NKC, 1-1/2 14/2 1-1/7 13/16 foamed plastic insulation having slots and/or holes sandwiched Fluted units may be uncoated or phosphatized/painted Min gauges I UNITED STATES GYPSUM CO,-Durcick Exterior Cement 7F. Fiber-Cement Siding - Fiber-cement exterior sidmgs including 2 Board or Durock Brand Cement Board. I smooth and patterned panel or lap siding. < I AKX,2 or 3 in.TKC,12 in wide noncom Sec. 12,17 2 1 2 2- 1-1/16 between vermiculite concrete slurry which is applied to the normal or are 22 MSG for fluted and 20/20 MSG for cellular units The following D Fiber-Cement Sid' - Fiber-cement exterior sidings including n .In wide 21;26 or 28 in wide UM,875 cm.wide Side 3 1 1-1/7 1-1/2 13/16 lightweight concrete surface and vermiculite concrete topping(Item combinations of units may be used- 'smooth and patterned panel or lap siding 8. Joint Tape and Compound- Vmyl or casein, dry or remixed joint 1joints of QL,99,121, WKX,,TKX,TKC,and Metric units- 3 1 3 3 1-9/16 9 ) Max Thickness to b6 8 in (1)all 18,24 26, or 36 in wide cellular. E Mal cOmpound ayphed.m two coats to joints and screw heads. Perforated - -77-900;QLC-78-900 may bi�welded together 60 in OC. 1, SIPLAST INC ded Plastic*- Solid vinyl siding mechanicaly secured to frarrang F- Side joints of 99,AKX,WKX,GKX,GKX-X,TKX and Met- ' VERMICULITE PRODUCTS INC � (2)all fluted members in accordance with manufacturer's recommended installation paper tape, 2 M wide, embedded m first layer of compound over all 0 The flucknesses of Spray-Applied Fire Resistive Materials shown in the table _J I ric units-QL-77-900 and QLC778-900 may be fastened are supporting all fluted floor or form 19A.Foarned Plaslic"- For use only with cellular concrete. Nominal 24 by (3) one or two 3 in deep, 12 in. wide, 18/18 MSG min cellular units, details. � joints. 13L together with min 1 in long No 1204 self-didling,self- below are applicable when the beams 1 48 by max.8 in thick polystyrene foamed plastic jusulaticin boards alternating with 3 m deep fluted or other cellular. ALSIDE,DIV OF I - *Bearing the UL Classification Mark tapping steel screws 36 in OC - units w/lightweight concrete only: I Navin g a density of 1.0 � 0 1 pcf encapsulated within cellular concrete (4)any blend of fluted and 18,24,26,28 or 36 in,wide cellular ASSOCIATED MATERIALS INC NEW MILLENNIUM BUILDING SYSTEMS L L C-Type (5) 3 in deep,30 in wide cellular with 8-1/8 in.wide valley along side HEARTLAND BUILDING PRODUCTS INC - - I . 1,5CD or 2 OCD . - Restrained Unrestrained Unrestrained Spray Applied topping (Item 98).Each insulation board shall contain six nominal 3 in joints may be used when 3/8 in diam reinforcing bars are placed 1-1/2 in NEBRASKA PLASTICS INC ROOF DECK INC-36 in wide Types LOK 11/2,LOK 1 Assembly . Assembly flearn Fire Resistive diameter holes oriented in two rows of three holes each with the holes to each side of side joints and I in.above bottom of unit- 6 Fasteners- (Not Shown)-Screws used`to attach wallboard to Studs. 4 1/2 R,24 in wide Types LOK-2,LOK-3 I Rating Hr Rating Hr Rating Hr Mtl Thkns spaced 12 in. OC, transversely and 16 in OC longitudinally, (6)Corrugated,1-5/16 in.deep,30 in wide,24 MSG rrdn gaiv units with self-tapping bugle head sheet steel type,spaced 12 in 0 C First layer I TOMEN BUILDING COMPONENTS INC-24,30 or 36 on Beam In I See.Foamed Plastic*(BRYX) category in Building Materials Directory or shear wires factory welded to deck corrugations Welded to supports 12 Type .12 by I in long for 1/2 and 5/8 in thick wallboards and 1-1/4 . In 10 RE in wide Types LXR-13,LXR-B inverted,24br 36 in wide I I 1 7/16 : Foamed Plastics'(CCVW)category in Fire Resistance Dimictury for list of in OC through welding washers For shear wire spacing of 8 m or less the long for 3/4 in thick wallboard Second layer Type S-12 b 1-5/8 in. (O 015 V #6 Type LXR-3W,36 in wide Type LXR-2W 1-1/2 1 1 7/16 manufacturers. . � steel deck stress shall not exceed 20 KSI For shear wire spacing greater long for 1/2 and 5/8 in duck wallboards and 2-1/4 in long by 3/4 in. UNITED STEEL DECK INC-24 in wide,Types 1-1/2,2 1-1/2 14/2 1-1/2 3/4 11 Foamed Plastic'- (Optional,"t shown).Polyisocyanuxatee roof insu- than 8 in OC but less than or equal to 12 In OC,steel deck stress shall not thick wallboard.Third layer Type S-12 by 1-7/8 in. long. 012 PHASED CONST 03/08/07 1 or 3 in. LOK-Floor and LOK-Floor Cell,36 in.wide,Types 2 , 1 1 1 7/16 lation,applied ovar concrete floor with no restriction on insulation exceed 12 KSI 1 7 Baits and Blankets*- Placed in stud cavities of all exterior walls Z& 1 2 or 3 in.LOK-Floor and LOK-Floor Cell;24 in wide, , 2 2 2 1 1 thickness.%`hen potylsocyanurate insulation is wed,the unrestrained Spacing of welds attaching units to supports shall be 12 in CC for 12,24 May or may not be used in interior walls.Any glass fiber or mineral PERMIT APP I Types N-LOK and N-LOK Cell;24,30 or 36 in wide,Type 3 1-1/2 1-1/2 3/4 beam rating shall be imeased by a minimum of I/Z hi • and 36 in wide units,four welds per sheet for 30 in wide units,6 in OC wool batt material bearing the UL Classification Marking as to Fire - 1-1/2 in B-LOK and B-LOK Cell 3 1 3 3 1-5/16 See Foamed Plastic(CCVVV)category for Fist of manufacturers. ' for 18 in wide and Sec. 12 units. Unless otherwise, adjacent units Resistance,of a thickness to completely fill stud cavity - 009 PERMIT SET 11/17/06 VALLEY JOIST-24 or 36 In wide Types WVC 1-1/2 or I "Bearing the UL Classification Mark - - button-punched or welded together 36 in OC along side joints.Adjacent See Batts and Blankets(BZJZ)Category for names of Classified Compa WVC 2 +Thickness applied to beams lower flange edge to be 1/4 in.min 18 in wide units welded together 30 in OC along side joints I'Lles I VERCO MFG CO-24,30 or 36 in wide Types PLB,B,BR, The fluckness of material required on the steel joist for the various Ratings are The Unrestrained Assembly Rating is equal to the Unrestrained Beam 7A Fiber,Sprayed* - As an alternate to Batts and Blankets(Item 7)-' . 24 or 36 in wide Types PLW2,W2,PLW3,W3,24 in wide shown in the following table- I I Rating for a max of 2 hr and is limited to the following units and Spray applied cellulose insulation material The fiber is applied with -, Types PLN,N.12 in. wide PLW2,W2,PLW3 or W3 units Restrained- Unrestrained Type of Spray Applied limitations water to completely fill the enclosed cavity in accordance with the ' may be blended with 24 or in wide PLW2,W2,PLW3 or or Unrestrained Beam Rating Hr Concrete ' Fire Resi5iive (a) 1-1/2 in deep,24 in wide,22 MSG or thicker fluted with clear application instructions supphed with the product Nominal dry den- W3 units,respectively.Units may be phos/ptd. Assembly slab Mtl Thkns In spans not more than 7 ft 8 tn. , - sity of 3 0 lb/fO. Cocoon stabilized cellulose insula- VULCRAFr,DIV OF Rating Hr I joist&Bridging (b) 1-1/2.tn deep,24 in wide,20 MSG or thicker fluted with clear U S GREENFIBER L L C- , NUCOR CORP-24,30 or 36 in.wide,Types 15VL,15VLI, I 11 " NW or LW 1-1/8 spans not more than 8 ft.8 in. I, I Lion I 15VLP,1 5VLR,24 or 36 in wide,Types 2VLI,3VLI,2VLP, 1-1/2 1-1/2 NW or LW 1-3/4 (c) 1-1/2 in deep,24 in wide, 16 MSG or thicker fluted and 18/18 9 joint Tape and Compound- (Not Shown)-Wiyl or casem,dry or 3VLP Side joints of Type I 5VL may be fastened together 2 2 NW or LW 2-1/4 MSG or thicker cellular with clear spans not more than 9 ft 11 in. remixed joint compound applied m two coats to joints and screw with rrun I in long No 12x14 self-drilling,self-tapping 3 . 3 NW or LW 2-7/8 1 (d)3 in. deep,36 In wide, 18 MSG or thicker fluted and 24 in.wide, Ccls of outer layer Perforated paper tape,2 in wide,embedded in steel screws 36 in OC max 1 20/18 MSG or dicker cellular with clear spans not more than 13 ft 2 first layer of compound over all joints of outer layer. WALKER SYSTEMS INC-24 in wide,Types 2 or 3 in W R GRACE&CO-CONN I I 1 8 Furring Channels - (Optional,not shown,for single or double layer in systems)-Resilient furring channels fabricated from nun 25 MSG WDR. I I .11 CONSTRUCTION PRODUCTS DIV-Types Z-105,Z-106, See Steel Floor and Form Units*(CHWX) category for names of corrosion-protected steel,spaced vertically a max of 24 in OC Flange WHEELING-PITTSBURGH STEEL CORP,DIV OF Z-106/G,Z-106/1-1Y,Monokote Acoustic 5 Classified companies. I ' portion attached to each mtersecting stud with 1/2 in long Type S-12 . pRojEcr WHEELING CORRUGATING CO-3D in.wide Types GRACE KOREA INC-Types Z-106,Z-106/G,Z-106/HY, 6 Spray-Applied Fire Resistive Materials*- Applied with Type A-23 steel screws. PORE S13-150,450N,.150NR,_150R,30 or 36 in. wide Types Monokote Acoustic 5 adhesive to steel surfaces which are free of dirt,oil or loose scale to the *Bearing the UL Classification Mark � SB-1316LF,-B16LFR;24 or 36 in wide Types SB-P21LF, SOUTHWEST VERMICULITE CO-Types 7GP,7HD thickness shown in the Table below When fluted or corrugated steel -P31LF,24 in wide'Types'SB-200,-300 Type SB-B16LFR 4B Alternate Spray-Applied Fire Resistive Materials- Applied by mix- floor units are used,crest areas above beams shall be filled with Spray- PROJECT KEYPLAN may be phos/ptd Lock Form Type,24,30 or 36 in Types Ing with water and spraying in one or more coats to a final thickness Applied Fire Resistive Materials Min average density of 16 pcf with (t B16LF,B16LFNV,24 in wide Types C34LF,N34LF,P34LF, as shown in the tables below to steel beam surfaces which must be min md density of 14 pcf For method of density determination,refer I I _0 P34LFNV,12,24 or 36 in wide.Types CZOLF,C30LF, clean and free of dirt,loose scale and oil The thicknesses shown in the to Design Information Section . 2 C31LF,P20LF,P30LF,P31LF,36 in wide Types 13 SB, 15 table below are applicable to beams supporting all fluted floor or form Material Thickness,In. 2� SBR;24 or 36 in wide Types,2 0 SB,3.0 SB,30 in wide, units Min avg and min ind density of 40/36 pef, respechvely For den- Unrestrained Beam wax4o W8Xl8 W6x16 10k] a- Types 1-1/2 in.V-Grip,1-0 in RV-Grip,24 or 36 In ko sity determination refer to Design Information Section [satin I wide Types 212V-Grip,312 V-Grip,36 in.wide Types Unrestrained Restrained Concrete Spray 2 .,,Hr 1-118 1-9/16 1-5/8* 2-1/2* REVIEWED BY FIRE RESISTANCE V_ 212VW3-Wirewav,312VW3-Wire�vay plied 1-1/2 3/4 1 15/16* 2-1/2- RATINGS q Beam Assembly Rating Type Fire Resistive r4 I I 1 1/2 5/8 5/8" 2-112" 1-1 Rating Hr . Hr I Mtl Thkns - 00 I � C) . on Beam in. *-Deck must be protected within 12 in beyond the edges of the strut- FEB 2 6 2008 C) 1 1,1-1/2,2 LW 1 9/16 r1i 1-1/2 1,1-1/2,2,3 LW 1 7/8 tural member with the thickness of material required on the W6x16 V_ and on the 10kl joist I r"I 1 1,1-1/2,2 LW 314 1 _4 1-1/2 1,1-1/2,2,3 LW I AMERICAN SPRAYED FIBERS INC-Dendamix 6 *Bearing the UL Classification Mark SAFEbuilt Colorado ?: I I -0 , 1 K I G0e0e3 C) R t C It R d I I I I 44 4 W P i mill., . , 4!� __� - � i3EF52IM4 . , -Tr , 4F_�E�,T e M a , � K�_,_ 46---- PWW 4 =�,�' Z �j. r-- I - " ( ' I__] -A ma - ,_��__] , -- II *1\ 11 1�� I - __ - ====k I f.A.' i & TE ZR ::. 0) I U 0� V_ M - � I I I 11 , - , I ' . . , : I ' - . . ... . � UL DESIGN _.. . .�' '.� ... - Design No. U465 Design No. X528 Design No. X701 TABLE 721.2.1.1 ._'... . 10/19/01 ASSEMBLIES 5A Gyps - (As an alternate to Item 5)-Nom 3/4 in thick, I Ratings -1,2,3 and 4 Hr. . I Nonl�earing Wall Rating-I HR. installed Board* -1/4 in Ratings-1,2 and 3 Hr. - MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE - led as described in Item 5 with screw length increased to 1 1 - - . OR PRECAST CONCRETE WALLS,LOAD-BEARING ro_� (;3\ (�) 5 for base layer and 2-1/4 in for face layer . - . V, ,.- OR NONLOAD-BEARING - CANADIAN GYPSUM COMPANY-Types AR,IP-AR I 'll . ii _ I . //---/—/ - Design No. U443 Ll . -- , Nonbearing Wall Rating-2 HR, � I I //'�__' I I UNITED STATES GYPSUM CO-Types AR,IP-AR .. I I 111, 17. 0'7� - _tt. :.41� 1 1 MINIMUM SLAB THICKNESS(inches) its .� �' : FOR FIRE-RESISTANCE RATING OF - I - I- - -- Vf=!;__V - � USG MEXICO S A DE C V-Types AR,IP-AR. : t . . -&, ----"I , TX�M'T t . rT�111 - 11 . - CONCRETE /-_--� 6 9 I N .. ". 5B. Gypsum Board*- (As an alternate to Items 5 and 5A)-5/8 in thick, ' 11 "I 1-hour I.-hour 2-hour 3-hour 4-hour - (-,,-) : XoMb 11 I 111, . 11 � I TYPE --11_ . ' 2 ft wide,tongue and groove edge,applied horizontally to one side of it .. -_-�� ='-X_-_ __ ,I - I I - I I the assembly(as the outer layer on the two layer side) Secured as I I --------Jll--- 17JL�� 7) � 7 � r ----- . I I _______ft . .11 11 11 - ,_ �' I Siliceous 3.5 43 50 6,2 70 I- -.- -- - , described in Item 5 joint covering(Item 6)not required. - -----q 2_ _____ 1 . . - �-- � -_. 9 CANADIAN GYPSUM COMPANY-Type SHX , . M1 -1 - - . Carbonate 3.2 40 46 5.7 66 .1, � - - - __(�) I - - I / I h (9) (a) -,.. (D , T I I . . 4 04 \ - � UNITED STATES GYPSUM CO-Type SHX. -, 1 .4. � -11 ; . 11 I . �� . ., , . . i � - Sand- 2.7 33 38 4.6 54 0_- ( , , .;'- _ , . I.1 '. x )[I ..LLLL � _$ 40---)-. . (D ' . , I - . .. - , I h .( , 1 Floor and Ceiling Runners- fnot shown)-Channel shaped run- - -USG MEXICO S A DE C V-Type SHX. . 1 � � I . - , -_-c -�___ -1---------- 11", I'll, ..... .. --�;�� bi ing 6 joint Tape and Compound- Vinyl,dry or premixed joint compound, � --r-! -, , a - Typical W 10 x 49 , Lightweight , I I 4 k ners,3-5/8 in.wide (min),1-1/4 in legs, formed from min,,,To.25 1v1SG I I I F I I I F, El galvsteel,attached to floor and ceiling with fasteners spaced 24 in OC applied in two coats to joints and screw heads,paper tape,2 in wide, A I - a • -, '' � i I ,Lightwci ht 1 .2.5 1 31 , 3 6 4.4 i 5.1 1 0 -O!� " 5 6 9 max embedded in first layer of compound over all joints.As an alternate, . r Typical W 14 X 233 (�) 2. Steel Studs- Channelshaped,3-5/8 in wide(min),1-1/4 in.legs, '. For S1. I inch=25.4 mm 3/8 in folded back returns,formed friani min No.25 1ASG galv steel nominal 3/32 in. thick gypsum veneer plaster may be applied to the ! • : ; "IT ": I Spray-Applied Fire Resistive Materials'- See table below for appro- entire surface of classified veneer base board joints reinforced , I ' ' ' - spaced 24 in CC max i 11 I i I F I I priate thickness. Min avg and min md density of 15/14 pcf respec- 11 7 Caulking and Sealants*- (Optional,not shown)-A bead of acous- 11 I . if Lively Min avg and min ind density of 19/18 pcf respectively for Types 04 _q F P ? 7 T 3. Batts and Blankets*- (Optional)-Mineral wool or glass tiber batts tical sealant applied around the partition perimeter for sound control. !I . L -: I I_ -___j 11 TABLE 721.2.3(l) 1 - . � - ..()-.----- - . I ____ I artially or completely filling stud cavity UNITED STATES GYPSUM CO-Type AS it - 7GP and 7HD For method of density determination, refer to Design COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS(inches) 9 - _� ( i � F�/�X - / -1L See Batts and Blankets(BZJZ)category for names of Classified coin anies *Bearing the UL Classification Mark _:' - .. C 4.k: -— 2)I Information Section,preceding these designs. ' " . 0 - __(�D I I( 20 - I . �6 � 3A Fiber, Sprayed"- As an alternate to Batts and Blankets(Item T ' 0 q) (S� �- - ,I -RESISTANCE RATING(hours) 11 . I t ' . .- .. Min Thkns in. , 1k I F7, 7-'— Rating Hr FIRE _t . __ � Y, )__ _i X 8 ' . _..I � ' . 11 -_ Spray applied cellulose insulation material The fiber is applied with @_ . -,--,. � -I I , , I , 4 2-1/2 _., "I � _-1 , _- I 1_ I I. * -- - - -- - 4' .- - t water to completely fill the enclosed cavity in accordance with the -Design No. U490 a, - ' ' '� . " I --- Restrained Unrestrained U W (:�) � I I � � R=T '. , :'. m T_ 1- - - I 3 1-11/16 . application instructions supplied with the product Nominal dry den- Bearing Wall Rating-3 or 4 HR. (See Items 1,2,3,3A and 4) &--; - _.__111__.__'T'.._._._' 4 . 1_4---7___ 2 3 4 1 11 . I . .; 2 1-1/8 I 111 2 3 4 a '9 sity of 3 0 lb/ft'. Noribearing Wall Rating,-4 HR. (See Items 1,2,3 and 4) ---r-- I --- I T : 1-1/2 1 -2 /2 1 . 7/8 U 0 U S GREENFIBER L L C-Cocoon stabilized cellulose insula- . C D 1 11/16 Siliccous 3/4 314 3/4 3/4 '14 3/4 "/4 1 1114 11/8 I N U ALTERAtA7E CONSTRUCTION hon 2 4 3 ' 1114 1 4 - (SEE ITEMS 7&8) 3B Fiber,Sprayed* - As an alternate to Batts and Blankets(Item 3) and � Co Carbonate 114 31 4 31.3 3/4 3/4 31 "/4 11/4 mnl� 04 I I • PNER DETAILS OF WALLBOARD The thicknesses contained in the table below are applicable when the Spray- '14 4 14 1 Studs- Channel shaped,3-5/8 in wide by 1-1/4 in deep with 5/16 Item 3A-Spray applied cellulose insulation material.The fiber is � �� .. - � - - .. SUPPORT SY3TEidS WITHOUT STEEL C0VF_R$ Applied Fire Resistive Materials applied to columns flange tips are reduced to, _F314 1 3/4 1 . 1/' 1 31, 3 1 3/� 0--� W .", applied with water to interior surfaces in accordance with the a lica- F- . � N �__ Sand-lightweight or lightweight '14 /4 p - I - - - , I. Steel Column- 1,fin sizes of W-shaped and tubular steel columns one-half that shown in the table below- Land-fightwr . _L_31'� 1 I'/,. 1114 fill -, , - A/ - in folded back return flange legs Fabricated from Na 20 MSG(O 0329 tion instructions supplied with the iodic{ Applied to completely 1 'r I y 11 I V � . I 9 in,irun bare metal thickness)galvanized steel.Max stud spacing 24 in the enclosed cavih, Minimum dry density of 4 3 pounds per cubic ft W�MV NW-Ma �'. - - I - � . �'....... I which appear in the ATSC Steel Construction Manual as shown under For SI: I inch=25 4 min OC.Studs to be cut I in less than assembly height. NU-WOOL'CO INC-Cellulose Insulation , I.,-. -, _. . -_ __J Item 2, , '', I Rating Hr Min Thkns EL 2 Floor and Ceiling Runners- (Not shown)-Channel shaped run- - 5/8 in. thick,4 ft wide,attached to steel studs and - - 2. Gypsum Board*- For I lir rating,any 5/8 in.or 1/2 in. thick M- 4 2-7/8 ners,3-5/8 in wide by 1-1/4 in.deep,fabricated from No 20 MSG 4 Gypsum Board* HORIZONTAL SECTION 4 sum wallboard Classiflud for use in fire i esistu-kce assemblies.FaL gyp- I-Ir 3 1 2-1/16 TABLE 721.2.3(5) W 0__� (0.0329 in,min bare metal thickness) galvanized steel Attached to floor and ceiling track with 1 in.long,Type S steel screws spaced 8 in 3 and 3 Hi ratings,any 5/8 in or 1/2 in ti-uck g) sum wallboard Classi- 2 1-3/8 MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS OC.along edges of board and 12 in.OC in the field of the board Toints I Floor and Ceiling Runner- (Not Shown)-Channel shaped, .T. 1-1/2 1-1/16 V) floor and ceiling with fasteners,24 in OC,max oriented vertically and staggered on opposite sides of the assembly attached to floor and ceiling with steel fasteners spaced max 24 in OC. fled for use in other 2 Hr,3 Hr or 4 Hr Coluiit')Desi gns.Min total 1 13/16 FIRE-RESISTANCE RATING(hours) 3 Cementitious Backer Units*- Board 1/2 or 5/8 in thick,square thickness of la ers in inches fox the various ratings and.nun column Z P4 - When attached to item 6 (resilient channels) or 6A(furring channels), For nonbearing walls,fabricated from min No 25 MSG gaIv steel, ill I I RESTRAINED OR CONCRETE BEAM AREAP ed�e,attached to studs with 1-5/8 in long, e S-12;corrosion sizes are as follows UNRESTRAINEDa AGG14EGATETYPE A(square inches) 1 2 3 4 Ty C,joints covered with resistant wafer-head steel screws spaced 8 in, � wallboard is screw attached to furring channels with I in long,Type S 1-1/2 in deep and min 2-1/2 in.wide. For bearing walls,fabricated WShaped Ratilng(Rr) I Corner Details For Rating ARABIAN VERMICULITE INDUSTRIES-Type MK-5. 1112 F--( 0� glass fiber mesh tape steel screws spaced 12 in.OC from min 0.0329 in thick(20 MSG)galv steel,1-1/4 in.deep and 3-1/2 cojunin - _ _ GRACE CANADA INC-Types MK-4,MK-5 All 40�5 A:5 150 11/, 11/2 2 2112 - UNITED STATES GYPSUM CO-Dtirock Exteitor Cement AMERICAN GYPSUM CO-Types AG-C,AGX-1,AGX-7 in.wide NrinCcbmn I 2 ' '_ 3 1Hr, 2 jir 3 tir GRACE KOREA INC-Types MK-6/CBF,MK-6/ED,MK-6/HY, - Board or Durock Brand Cement Board BEIJING NEW BUILDING MATERIALS CO LTD-Type 2 Steel Studs- Channel shaped,spaced a max 24 in OC.For nonbear- Size ,. I � - MK-6s,Monokote Acoustic 1 Carbonate or 150<A:�300 1 1 1-1 11/2 1 1/., 1314 2112 4 Batts and Blankets*- Placed to fill interior of stud cavity,3 in. min DBX_l. 'g walls,fabricated from nun 25 MSG galv steel,min 2-1/2 in wide I I Total thi&ner,s On) � PYROK INC-Type LID Restrained 1/:Z thickness BPB AMERICA INC-Types 1,EGRG,ProRoc type X,ProRoc by 1-1/4 in deep with 1/4 in.folded back return flange legs Studs to W013 1 1-1/2 2-1/4 13 C D SOUTHWEST VERMICULITE CO-Types 4,5,5EF,5GP,5MD, siliceous 300<A - - 1 11/2 _ 11/2 - 11/1 2 - THERMAFIBER INC-Type SAFB. Type C ^ ' be cut 3/4 in less the assembly height Steel studs friction-fitted into W605.5 1 1-1/2 2-1/4. 13 C 1) 7GP,7HD,8EF,8GP,8MD,9EF,9GP,9MD 5 Bond Coat for Setting Tile- Latex modified Portland cement mortar BPB CANADA INC-ProRoc Type C,ProRoc Type X or ProRoc floor and ceiling runneis (Item 1).For bearing wafts,min 0 0329 in WIPX49 I 1/2 1-1/8 .1-7/9 A 15 ' C VERMICULITE PRODUCTS INC-Types MK-4,MK-5,VP4, Sand lightweight 150<A 11/2 11/2 11/2 11/2 2 or ANSI A1361 Type I organic adhesive applied with a 1/4 in. square Type Abuse-Resistant. thick(20 MSG)galv steel studs,min 3-1/2 in wide by 1-5/8 in deep -1-54by4 . � 1'abc Shaped tolunin I s , VP5 . 1/2 notched trowel. CANADIAN GYPSUM COMPANY-Types AR,C,IP-AR, with 1/2 in folded back return flange legs,cold formed,designed in by0 189 1 1-5/8 2-1/2 B C D W R GRACE &CO -CONN All 40 5 A:5 150 2 2 - - - OWNER DEVELOPER 6 Ceramic Tile- Tile,1/4 in thick,joints filled with grout. IP-Xl,IP-X2,IPC-AR,SCX,SHX,WRC or WRX accordance with the current edition of the Specification for the Design -141.8 by 8 I CONSTRUCTION PRODUCTS DIV-Types MK-4,MK-5, - 7, Gypsum Board*- Base layer, 1/2 in duck,applied verticall and Carbonate or 150<A!�300 11/2 13 attached with I in long,Type S-12 steel screw,spaced 24 in 9c,at G-P GYPSUM CORP,SUB OF I . of Cold-Formed Steel Structural Members by the American Iron and by 025J 2-10 5/8 1.518 2-1/2 A C D MK-6/HY,MK-6s,Monokote Acoustic 1,RG. I — /4 211, - I - VAIL RESORTS .oints and in field GEORGIA-PACIFIC CORP-Types 5,9,C,DAP,DD,DA, DGG, Steel Institute(AISI) All design details enhancing the structural integ- � I I . 1 2 Steel Column- Minimum size of column,Wl0x49,with outside Unrestrained siliceous 300<A 11/2 2 ' 3C 4c �ace layer, 1/2 in thick, applied vertically with joints offset from base DS,GPFS6 rity of the wall assembly,including the axial design load of the studs, Applied in la)erg as noted in the above iUustrations.Boards are to be applied dimensions of 10x10 in,a flange thickness of 9116 in,a web thickness --- . 1 11/2 layer joints.Attached to studs with 1-5/8 in long,Type 5-12 steel screws, LAFARGE NORTH AMERICA INC-Types LGFC2,LGFC2A, shall be as specified by the steel stud designer and/or producer,and vertically without horizontal joints , of 5/16 in,and a cross-sechonal area of 14 4 sq in - 111, DEVELOPMENT ) spaced 12 in. OC at the joint edges and in the field LGFC6,LGFC6A,LGFC-C,LGFC-C/A shall meet the requirements of all applicable local code agencies.Studs See Gypsum Board (CKNX)category tux name,;of manufacturers *Bearing the UL Classification Mark [Sand lightweight 150<A I - I 2 3c 4c COMPANY AMERICAN GYPSUM CO-Types AG-C NATIONAL GYPSUM CO-Types FSK,FSK-C,FSK-G,FSW-C, attached to floor and ceiling runners with 1/2 in long Type S-12 pan- 2A. Gypsum Board*- As an alternate to Item 2-3/1 in thick gypsum For SI: I inch=25.4 min, I foot=304.8 mm, BPB AMERICA INC-ProRoc-Type C. FSW-G,FSW,FSW-3,FSW-5 - head,self-drilling,self-tapping steel screws on both sides of the studs wallboard.For 2 Hr rating,1-1/2 in. total thickness,install in accor- AVON,COLOR-ADO BPB CANADA INC-ProRoc Type C PABCO GYPSUM, DIV OF or by welded or bolted connections designed in accordance with the dance with corner detail B For 3 Hr rating,2-114 in. total thickness a. Tabulated values for restrained assemblies apply to beams spaced more than 4 feet on center For restrained beams spaced 4 feet or less on center,minimum cover CANADIAN GYPSUM COMPANY-Type C,INX2,IPC-AR or PACIFIC COAST BUILDING PRODUCTS INC-Type PG-C or AISI specifications Where required for lateral support of studs,support installed in accordance with comer detail C.Bonds aie to be applied of I/,inch is adequate for 4-hour ratings or less WRC PG-9 . shall be provided by means of steel straps,channels or other similar vertically without horizontal joints. b. The cross-sectional area of a stem is permitted to include a portion of the area in the flange,provided the width of the flange used in the calculation does not exceed G-P GYPSUM CORP,SUB OF PANEL REY S A-Type PRX means as specified in the design of a particular steel stud wall system .CANADIAN GYPSUM COMPANY--T3 pe IPX3,ULTRACODE, Design No. U494 three times the average width of the stem. GEORGIA-PACIFIC CORP-Tvnp q. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD-Type 3 Batts and blankets*-Nom 2 in thick(Nonbearing Wall) or nom 3 in. UM RACODE SHC or ULTRACODE WRC I I Nonbearing Wall Rating-1 HR. c. U-shaped or hooped stirrups spaced not to exceed the depth of the member and having a minimum cover of I inch shall be provided DESIGN ARCHITECT LAFARGE NORTH AMERICA INC-Type LGFC-C,LGFC. EX-1 thick(3 Hr.Bearing Wall) mineral wool batts,friction fit between the UNI 171313 STATES GYPSUM CO-Type IP-X3, ULIRACODE, - I � I I . UITRACODE SHC or ULTRACODOWRC I I rA_'% n3 C/A• STANDARD GYPSUM L L C-Type SG-C studs and floor and ceiling runners For 4 Hr bearing wall rating see USG MEXICO S A DE C V-Type JP-X3,ULTRACODE, • I I I TABLE 721.2.4 1 NATIONAL GYPSUM CO-Types FSK-C,FSW-C,FSMR-C, TEMPLE-INLAND FOREST PRODUCTS CORP-Type TG-C Item 3 A I ULTRACODE 514C cr ULTIZAC-ODE WRC. , , I I __ - ___ . '. r" I MINIMUM DIMENSION OF CONCRETE COLUMNS(inches) 4240 PABCO GYPSUM,DIV OF UNITED STATES GYPSUM CO-Type AR,C, FRX-G,INAR, THERMAFIBER INC-Type SAFB 3. Steel Stud- 1-5/8 in.wide with 1-5/16 and 1-7/16 in.legs haying a ( PACIFIC COAST BUILDING PRODUCTS INC-Type PG-C, IP-X1,IP-X2,IPC-AR,SCX SHX,WRC or WRX 3A Batts and Blankets-For use when Bearing Wall Rating is 4 Hr - 1/4-in, folded flange, fabricated from No 25 MSG galv steel Length to rw, FIRE-RESISTANCE RATING(hours) STANDARD GYPSUM L L C-Type SG-C USG MEXICO S,A DE C V-Type AR,C,IP-AR,IP-Xl,IP42, Mineral wool batts nom 3 in. thick,min 4 pcf,friction fit between the be 1/2 in.less than the assembly height, �� L! . TYPES OF . TEMPLE-INLAND FOREST PRODUCTS CORP-Tpe TG-C, IPC-AR,SCX,SHX,WRC or WRX studs and floor and ceiling runners 3A As an alternate to Item 3 Steel Framing Members*- galv..steel clips I J CONCRETE 1 1112 2a 3a 4h _I UNITED STATES GYPSUM CO-Type C,IP-X2,IP -AR or 4A Gypsum Board* - (As alternate to Item 4)-Nom 5/8 in truck gyp- 4 Gypsum Board*- 3/4 in thick,4 ft wide.For nonbearing walls, two spaced 4 ft OC and 1-1/4 in.from top and butf ofco .A No. Denver, Colorado WRC sum panels with beveled,square or tapered edges,applied vertically of layers of wallboard applied to each side of the steel studs Inner layer MSG gaiv steel support angle with 1-1/4 in. ton h shall be placed over 1-11 TI , __- T . , -4. Siliceous 8 9 10 12 14 USG MEXICO S A DE C V-Type C,IP-X2,IPC-AR or WRC, I horizontally Vertical joints centered over studs and staggered one stud applied vertically with joints centered over studs and staggered on clips and secured with straws,attaching the wal raid. e angle cut 1 � I I . 8 joint Tape and Compound---- Vinyl,dry or premixed joint compound cavity on opposite sides of studs. Horizontal edge joints and horizontal opposite sides of studs Outer layer applied horizontally with vertical in. less than assembly height splices his le to occur over clips.The I I I I I I&__ I Carbonate 8 9 10 11 12 1 applied in two coats to joints and screw heads,paper tape,2 in,Nvide' butt joints on opposite sides of studs need not be staggered or backed butt joints staggered from inner layer joints or vertically with joints clips for use with wide flange columns only. a 1 2M . , . , ARCHITECT OF RECORD embedded in first layer of compound over all joints As an alternate ' I � -_ — , !O'A I Sand-lightweight I 8 1 81/1 __._9__ 1 10112 12 J GLOVER SMITH BODE,INC nominal 3/32 in thick gypsum veneer plaster may be applied to the Panels attached to steel studs and floor runner with I in long Type S centered over studs and staggered on opposite side of studs Inner I JOHN WAGNER ASSOCIATE INC,DBA __J I i entire surface of Classified veneer baseboard joints reinforced. steel screws Spaced 8 in OC when applied horizontally,or 8 in.OC layer secured with 1-1/4 in long Type S steel screws spaced 24 in OC GRABBERTypes CB,CB1Chps 1 Floor and Ceiling Runners- Channel-shaped runners,2-1/2 in wide For SI• I inch=25 min OKLAHOMA CITY,OKLAHOMA along vertical and bottom edges and 12 in OC in the field when panels along the perimeter and in the field Outer layer,when applied hori- 4 Corner Beads- No. 28 MSG galv steel,1-1/4 in legs to be attached 9 Vapor Permeable Water Barrier Sheathing Material - (Optional)- are applied vertically I zontally,secured with 2-1/4 in long Type S steel screws spaced 12 in to the wallboard with No 6 by I in screws spaced 12 in OC max. . by I in deep, fabricated from 25 MSG galv steel Attached to floor and a. The minimum dimension is permitted to be reduced to 8 inches for rectangu- As required ceiling with faiteners , jai columns with two parallel sides at least 36 inches in length. CIVIL ENGINEER 10 Water Barrier- (Optional-Not shown)-Commercial asphalt satu. CANADIAN GYPSUM COMPANY-Types AR,C,IP-AR, OC along the perimeter and in the field Along the horizontal joints of 5 Tie Wire- No. 18 SWG steel wire spaced 24 in.OC used with second 2 Stdds- Channel-shaped,2-1/2 in wide by 1-1/4'm deep with 5/16 b The minimum dimension is permitted to be reduced to 10 inches for rectan- ALPINE ENGINEERING,INC rated and/or coated felt AP-X1,IP-X2,IPC-AR,SCX,SHX,WRC or WRX the outer layer,'1-172 in long Type G steel screws to be applied mid- layer of wallboard in'folded back return Fabricated'from 25 MSG galv steel Spaced 16 or gular columns with two parallel sides at least 36 inches in length VAIL,COLORADO *Bearing the UL Classification Mark UNITED STATES GYPSUM CO-T ype AR,C,M-G,IP I-AR, way between the studs (24 in OC)and I in from the longitudinal 6 Screws- For attaching first layer of wallboard to steel studs,and 24 in.OC Length of studs to be I in.less than assembly height. ' Design No. U444 IP-X1,IP-X2,IPC-AR,SCX,SHX,WRC or WRX joint Outei layer,when applied vertically,joints staggered,secured thud layer of wallboard to 2 in by 2 in.steel angle (25 Ga) to be No 6 3 Batts and Blankets*- Nom 2-1/2 in thick glass fiber batts,supplied ' Nonbearing Wall Rating-2 HR. I USG MEXICO S A DE C V-Type AR,C,IP-AR,IP-X1,IP-X2, with 2-1/4 in. long Type 5 steel screws spaced 12 in OC along the by 1 in (or 1-1/4 in for 314 in thick wallboard)Phillips head self- in 16 or 24 in.widths,installed to fill interior of stud,cavities and fric- IPC-AR,SCX,SHX,WRC or WRX. perimeter and in the field drilling,self-tapping double lead screws spaced 24 in.OC For attaching tion held ' I 11 . I LANDSCAPE ARCHITECT 4B Gypsum Board*- (As an alternate to Items 4 or 4A)-Nom 3/4 in, For bearing walls, the wallboard is secured in the same manner except second layer of wallboard to steel studs and fourth layer of wallboard JOHNS MANVILLE INTERNATIONAL INC ,I TABLE 721.3.2 S E GROUP - I � rl'� 7 )I I thick.,4 ft wide,installed as described in Item 4A with screw length Type S-12 steel screws are used instead of Type S to 2 in by 2 in steel angle(25 Ga) to be No.6 by 1-3/4 in (or 2-1/4 in. � •OWENS-CORNING FIBERGLAS CORP I . I 11 MINIMUM EQUIVALENT THICKNESS(inches)OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa,b•c,d Q, I.......... _� - . .1 1, increased to 1-1/4 in. I I CANADIAN GYPSUM COMPANY-Type IP-X3,ULTRACODE, for 3/4 in thick wallboard)steel screws of the same type spaced 12 in 4 Gypsum Board'- 518 in thick,4 ft wide,applied vertically,attached FIRE-RESISTANCE RATING(hours) i '14 __ — -p;:&_:�=. ! ' - - —__ I . I . A a \ M_.16'1VV1AA_ "I'll" CANADIAN GYPSUM COMPANY-Types AR,'IP-AR ' ULTRACODE SHC or ULTRACODE WRC OC For attaching third layei of wallboard to steel studs to be No. 8 by to steel studs on both sides and floor and ceiling runners with 0 127 in .1, .4 UNITED STATES GYPSUM CO-Types AR,IP-AR , UNITED STATES GYPSUM CO-Type IP-X3,ULTRACODE, 2-1/4 In screws of the same type spaced 12 in OC diarn self-drilling,self-tapping steel screws, I in. long,spaced 8 in.0 C. TYPE OF AGGREGATE V, 314 1 : IV.$ �NA 2 _�:_114_ . . STRUCTURAL ENGINEER @) 3D (�)l 5 - I -ql ;along edges of boards and 12 in.O.C. in the field of the boards joints I __Ill, 131,, 2 211 211 3 3% 311, 334, 4 HAYNES WfIALEY ASSOCIATES, 77F-�! USG MEXICO S A DE C V-Types,AR,IP-AR ULTRACODE SHC or ULTRACODE WRC. 7 Finishing System- (Not Shown)-joint compound applied over centered over studs and staggered on opposite sides of the assembly. Pumice or expanded stag 1.5 19 2.1 2,5 2.7 3.0 32 3.4 3.6 3. INC 11. . - I " I,' 5 joint Tape and Compound- Vinyl,dry or premixed joint compound, USG MEXICO S A DE C V-Type IP-X3,ULTRACODE, corner beads to a thickness of 1/16 in _ I - - . Bft�'�_' See Gypsum Board (CKNX)Category for names of manufacturers HOUSTON,TEXAS - -- - A, applied in two coats to joints and screw heads;paper tape,2 in.wide, ULTRACODE SHC or ULTRACOD13 WRC: *Bearing the UL Classification Mark 3.3 1 3.4 3.6 3.8 4.0 4.2 44 4.6 4.8 . � ' JOHNS MANVILLE,INTERNATIONAL INC, Expanded shale,clay or slate 1.8 22 2.6 2.9 49 5.1 embedded in first layer of compound over all joints As an alternatb, 5 Joint Tape and Compound- (Not Shown)-Outer layer joints cov- . Design No. X530 5. joint Tape and Compound- Vinyl-based powder or premixed joint 4 -\s '�) \9 nominal 3/32 in thick gypsum veneer plaster may be applied t6 the ered with joint compound and paper or mesh tape Screw heads cov- ' Ratings-'l and 2,Hr. � I compound,applied in two coats to joints and Screw heads;paper tape :Limestone,cinders or 19 2.3 2.7 3.1 3.4 37 4.0 4.3 4,5 4.8 5,0 5.2 5.5 57 5.9 MECHANICAL ELECTRICAL 9 entire surface of Classified veneer baseboard joints reinforced ered with joint compound - - I � 2 in.wide,embedded in first layer of compound over all joints, unexparided slag, I _. I __ - I PLUMBING ENGINEER - 6 Resilient Channel -- (Optional-Not Shown)-25 MSG galv steel 'Bearing the UL Classification Mark I .' , I *Bearing the UL Classification Mark I I ABS CONSULTANTS INC T1 131 i V�-' I - 11 - .- . — - - - ___''N . - I Calcareous or siliceous gravel 2 36 1 39 I< -n - a resilient channels spaced vertically max 24 in OC,flange portion r I "' I _ I 4.2 1 4 5 _I 4.8 � 5.0 53 5.5 J 5.8 DENVER,COLORADO - 'zF,'=.s - - �� I I . 4. "' \ " I I X il stud with 1/2 in long type S-12 panhead 2 . A Z I .. I 11 '1111 f attached to each intersecting st =.== .". . I ' I INTERIOR DESIGN W, a I � I L a - 14 steel screws I FIRE RESISTANCE RATINGS-ANSVUL 263 (BXUV) 195 1 . For S1. I inch= 5.4 min. I - 1.9 4 6A Steel Framing Members (Not Shown)* - As an alternate to Item 3, . , a Values betivr-en those shown in thc,table can be deterrained by direct interpolation. WILSON&ASSOCIATES it I I -11, " I I 1'�� I I . I V I @ 1, K Where.combustible members are frained into the wall,the duckness of solid material between the end of each member and the opposite face of the wall,or be- - ,- I Me T furring channels and resilient sound isolation clip as described below I . -1 . DALLAS,TX q U—_ I �_ __ . ' f , 11-14 ��:� 419. . - -"- �/I a. Furring Channels - Formed of No 25 MSG galv steel 2-3/8 Design No. D938 . 3 3 tween members set in from opposite sides,shall not be less than 93 percent of the thickness shown in the table - .,.--. - -.,-..-.,-----------.-- — I -t' 'J., c Requirements of ASTM C 55,ASTM C 73 or ASTM C 90 shalt apply LIFE SAFETY Y 111 I " 31 "" in wide by 7/8 in deep,spaced 24 in OC perpendicular to Restrained Assembly Ratings-1, I-V2 &2 Hr 1: 11. [,i , studs Channels secured to studs as described in Item b Ends of I (I] d Minimum required equivalent thickness corresponding to the hourly fire-reststanm rating forunitswith acombination of aggregate shall be determined by linear BCER ENGINEERING INC b4 b6 �D * Unrestrained Assembly Ratings-314 Hr I & -_ " @-,[J" 1--V It- adjoining channels are overlapped 6 in and tied together with Unrestrained Beam Ratings-1, 1-1/2 &2 Hr .. I 11 -41 interpolation bayed on the percent by volume of each aggregate used in manufacture ARVADA,COLORADO double strand of No 18 SWG galv steel wire near each end of I �Zf-p�- -T�j I , - ALTERNATE CONSTRUCTION I I � -" . adjoining channels may be over- I vM�_""N_ , ' overlap As an alternate,ends of, � �13 le, A 6 - I %7-_F�—_� 1. Studs- Channel shaped 1-5/8 in wide by 1-1/4 in deep with 3/16 1 lapped 6 in and secured together with two self-tapping#6 from- , I , D ' � ---,-------.L- - y I I in.folded back return flange legs Fabricated from 20 MSG (0.0329 in, ing screws,min 7/16 in. long at the midpoint of the overlap, -_-i I i" '.. -iii-i min bare metal thickness) galvanized steel Max stud spacing 16 in with one screw on each flange of the channel 1�1 \ -."I- .. , I Steel Column- Cold formed C-shaped column fabricated from n PROJECT NUMBER- 20941 00 CC Studs to be cut 3/8 to 3/4 in less than assembly height b Steel Framing Members* - Used to attach furring channels � 1; L_'_�-'- - 0 066 in thick painted steel weighing a min 3 2 lb per foot The column 2 Bracing-,Steel bracing cut to the same length as the cavity width, (item a) to studs (Item 1) Clips spaced 49 in CC.,and secured to I - shall be-a min 70 in.deep with a min 3.0 in wide flange and 0.90 in from steel runners or studs Steel bracing,is fastened with 3/8 in long studs with 1-5/8 in wafer or hex head Type S steel screw long stifferurig flange . I ISSUE REVISION DATE Type S-12 screws,two screws at each end to each stud.As an alternate, 1_1_=�~ 2 Wallboaid Attachment Studs- 1-5/8 in. deep with nom,1-3/8 in. 6 in.wide gypsum bracing,cut to the same length as cavity width,may through the center grommet Furring channels are friction fitted *" - into clips I .�� legs, and 1/4 in stiffening flanges.No 26 MSG (min) galv steel Chan- be used in walls with a cavity width up to 9-1/2 in Gypsum bracing is ,� PAC INTERNATIONAL INC-Type RSIC-1. I eels cut 1/2 to 3/4 in less ui length than column height ' I fastened with 1 in.long Type S-12 screws, two screws at each end to I �J. . 3 Gypsum Board*'- Nominally 1/2 in thick,4 ft wide. ' *Bearing the UL Classification Mark , 1:=_ - - "_i.-____ - each stud.Vertical spacing of the bracing is max 48 in OC. " ,.--. .* . '�-�' For 1 Hr Rating-Two layers of wallboard to be used Applied vertically ) 3. Floor and Ceiling Runners- (not shown)-Channel shaped run- ;__=r_L_!L�� " studs with steel screws Inner layer wallboard ners,1-5/8 in wide by 1-1/4 in deep,fabricated from 20 MSG (O 0329 1 Design No. U466 1, and attached to wallboard layer wallboard screws spaced 12 in OC in,min bare metal thickness)gaivanized steel Attached to floor and Nonbearing Wall Rating-1 HR, 541 -4 I �...r screws spaced 24 u-i.OC,outer I For 2 Hr Rating - Three layers of wallboard to be used Applied ceiling with fasteners,24 in OC,max 4 vertically and attached to wallboard studs with steel screws Inner layer 4 Cementitious Backer Units*- 1/2 or 5/8 in duck,applied vertically � � I 1. Beam- W8X28, n-dn size. wallboard screws spaced 24 in OC Middle and outer layer wallboard or horizontally with vertical joints centered over studs Horizontal T /?� /? 2. Normal Weight or Lightweight Concrete- Normal weight concrete "!;ZZ---:S7-'--,- I ,-14� -�I-0 *� i L.�.- -, - screws spaced 12 in.OC i I � ' 11 joints need not be backed by framing Fastened to studs and bottom .Ik�__.- - - . �' �. - , I _'-':.� - - carbonate or siliceous aggregate, 150 +c)r-3 pcf urat weight, 3500 psi AMERICAN GYPSUM CO-Types AG-C. I I runners with [lie uppermost screws palced 1/2 in. to 2 in below the ' I -) I �� I I ' � 0 bottom edge of the leg of the top runner with corrosion resistant 1-5/8 -I - compressive strength. Lightweight concrete, expanded shale, clay or BPB AMERICA INC-Type FRPC,ProRoc Type C , , 31 W Cn in long chamfered,ribbed wafer head screws with a minimum head ), 774 I ;_1" slate aggregate by rotary-kiln method or expanded clay or fl ash aggre- BPB CANADA INC-ProRoc Type C 'j" 1)" -�n I ;_ -. � I ,- I --,,- - -4 diameter of 400 inch,spaced 8 in OC joints covered with glass fiber __ - -'-__� '_ ' _'_ - , gate by sintered-grate method 110 +or- 3 pcf unit weight,3500 psi com- CANADIAN GYPSUM COMPANY-Types C,IP-X2 I I mesh tape and latex modified portland cement mortar or Type I I I pressive strength. C-P GYPSUM CORP, SUB OF organic adhesive I I i I (:Z) GEORGIA-PACIFIC CORP-Type 5 1 - -It UNITED STATES GYPSUM CO-DUROCK Exterior Cement Restrained Assembly Concrete Type Concrete - , , e I LAFARGE NORTH AMERICA INC-Types'LGFC-C,LGFC- Board or DUROCK Brand Cement Board 1 Floor and Ceiling Runner- (not shown)-Channel-shaped runners, Rating,Hr Thkns,In. C/A,, 5 Batts and Blankets*- Min 1-1/2 in thick mineral wool insulation 1-5/8 in.wide by I in deep fabricated from 25 MSG galv steel I Normal Weight 4 NATIONAL GYPSUM CO-Types FSK-C,FSW-C Ir- batts,friction-fitted between studs and ceiling and floor runners in both Attached to floor and ceiling with fasteners,24 in OC,max. I Lightweight 3-3/4 PABCO GYPSUM, DIV OF stud cavities. 2. Studs- Channel-shaped, 1-5/8 in.wide by 1-1/4 in deep with 1/4 1, PACIFIC COAST BUILDING PRODUCTS INC-Type PG-C THERMAFIBER INC-Type SAFB in folded back return flange legs.Fabricated from 25 MSG galv steel 1-1/2 Norm We Weight 4-1/2 STANDARD GYPSUM L L C-Type SG-C, U-) 6 Bond Coat for Setting Tile- Latex modified portland cement mortar .1 1-1/2 Lightweight 4 0 or Type I organic adhesive applied with notched trowel Max stud spacing 24 in OC 2 Norma Wei I: 5 TEMPLE-INLAND FOREST PRODUCTS CORP-Type TG-C 1 3 Bracing- Two Types-Cut from steel runners or studs,cavity width UNITED STATES GYPSUM CO-Types C,IP-X2 - ' 7. Ceramic Tile- 1/4 in, thick,joints filled with grout. Fastened with two 1/2 in long,Type S steel screws in each stud,space 2 Ughtweig t 4-1/4 't 8 Gypsum Board*--- 1/2 in thick with square or tapered edges Base ,' , I USG MEXICO S A DE C V-Types C,IP-X2 - , I , T r studs, fas- braces max 48 in OC As an alternate bracing cut from gypsum wall- 4 Screws- Type S self-drilling,self-tapping,bugle head steel screws 015 REV #6 1 layer applied vertically with vertical joints centered over-12 steel board,length equal to stud cavity width and 6 in wide.Fasten with 3• Welded Wire Fabric- 6 x 6-W1.4 x W1 4 SWG For the first and second wallboard layers over the flanges and the first (O 'r- tenet to studs and bottom runner with 1 in long,Type S _ two 1 in.long,Type S steel screws(1-1/4 in long if Item 5A is used) in 4. Steel Floor or Form Units*- CoMpwlte-Nom. .2 in. deep 16, 24, or wallboard layer over the web areas,1 in long screws are used For the 012 PHASED CONST 03/08/07 screws,spaced 24 in OC.Face layer applied vertically with joints offset each stud,space braces max 48 in OC. 32 in. wide,22 MSG min gale fluted units Welded to supports 12 in. second wallboard layer over the web areas and the third wallboard A3 from base layer joints,fastened to studs and runners with 1-5/8 in 4 Batts and Blankets*- (Optional)Mineral wool or glass fiber batts, layer over the flanges,1-5/8 in long screws are used.For the third PERMIT APP 6i long,Type S-12 screws,spaced 12 in OC. partially or completely ftIlLnl,,stud cavity See Batts and Blankets (BZJZ) OC max. Adjacent units screwed or welded 36 in. OC at joints. wallboard layer over the we areas,2-1/4 in long screws are used � CO PIC METALS CORP-Type EPICORE MSR I AMERICAN GYPSUM CO-Types AG-C category for names of manufacturers. < BPB AMERICA INC-ProRoc Type C. 4A Fiber, Sprayed* - As an alternate to Batts and Blinkets(Item 4)- 5. Spray-Applied Fire Resistance Materials*- Applied by n-dxing with 5 Corner Bead- No 28 MSG galv steel,two 1-1/4 in. legs,attached to 009 PERMIT SET 11/17/06 r-) BPB CANADA INC--ProRoc Type C Spray applied cellulose insulation material The fiber is applied with wallboard with Type 4d gypsum wallboard nails spaced vertically 12 CANADIAN GYPSUM COMPANY-Type C,IP-X2,IPC-AR or water to completely fill the enclosed cavity m accordance with the water and spraying in more than one coat to the beam to the final in.OC - I- I application instructions supplied with the product Nominal dry den- thicknesses Shown below.When floor units are used the supporting 6 Finishing system- joint compound,1/16 in. thick,applied over cor- 0 WRC. sily of 3 0 lb/fO I beam shall be sprayed with Spray-Applied Fire Resistive Materials. ner beads,joints and surfaces of wallboard. n I G-P GYPSUM CORP, SUB OF U S GREENFIBER L L C-Cocoon stabilized cellulose insula- Beam surfaces must be clean and free of dirt, louse scale and oil, Min *Bearing the UL Classification Mark GEORGIA-PACIFIC CORP-Type 5 hon. ' ' I LAFARGE NORTH AMERICA INC-Type LGFC-C,LGFC- 413 Fiber,Sprayed* - As an alternate to Batts and Blankets (Item 4)and average and min ind. density of 15/14 pd,respectively. Min avg and C/A. I I Item 4A-Spray applied cellulose-insulation material The fiber is min ind. density of 22/19 pcf, respectively for Types Z-106, Z-106/G. NATIONAL GYPSUM CO-Types FSK-C,FSW-C,FSMR-C applied with water to interior surfaces in accordance with the applica- For method of density determination,see Design Information Section PABCO GYPSUM,DIV OF tion instructions supplied with the product Applied to completely fill The thicknesses of Spra,y-Applied Fire Resistive Materials is shown in PACIFIC COAST BUILDING PRODUCTS INC-Type PG-C the enclosed cavity Minimum dry density of 4.3 pounds per cubic ft the table below are applicable when the beams are supporting solid STANDARD GYPSUM L L C-Type SG-C. NU-WOOL CO INC-Cellulose Insulation TEMPLE-INLAND FOREST PRODUCTS CORP-Type TG-C 5 Gypsum Board*- 5/8 in thick.Screw attached,single layer side with macrete slabs or floor assemblies contahiing only fluted floor or form UNITED STATES GYPSUM CO-Type C,IP-X2,IPC-AR or 1 in long,Type S steel screws spaced 12 in OC.Wallboard on double units. WRC I layer side,base layer attached with I in long,Type S steel screws ARA131AN VERMICULITE INDUSTRIES-Types MK-6/CBF, USG MEXICO S A DE C V-Type C,IP-X2,IPC-AR or WRC spaced 24 in OC,face layer attached with 1-5/8 in long,Type S steel SA Gypsum Board - (As alternate to Item 8)- 1/2 in thick with square screws spaced 12 in OC Wallboard joints oriented vertical or horizon- MK-6/ED,MK-6/HY,MK-6s, Sonophone 5, Z-106, Z-106-G. PROJE= or tapered edges,applied vertically or horizontally with vertical joints tal,with or without offset Butt joints located over studs. W R GRACE & CO-CONN NOR11-1 centered over studs Horizontal edge joints and horizontal butt joints . AMERICAN GYPSUM CO-Types AGX-1,AG-C CONSTRUC17ION PRODUCTS DIV-Types MK-6/K MK-6s, on opposite sides of studs-need not be staggered or backed.Base layer BEIJING NEW BUILDING MATERIALS CO LTD-Type PROJECT KEYPLAN fang Type 5-12 screws spaced DBX-1. � . I I - -106, Z-106/G. fastened to studs and runners with 1 in Ong RG,Sonotex 1,Sonotex 5, Z 24 in OC when applied horizontally,or 8 in OC along vertical edges BPB AMERICA INC-Types EGRG or ProRoc Type C GRACE KOREA INC Types MK-6/CBF, MK-6/ED, MK-6/HY, * and runners,and spaced 12 in OC in the field when applied vertically BPB CANADA INC-ProRoc Type C I I MK-6s,Sonotex 1,Sonotex 5,Z-106, Z-106/G. �3 Face layer fastened to'studs and runners with 1-5/8 in.long Type S-12 CANADIAN GYPSUM COMPANY-Types AR,C,IP-AR, screws spaced 8 in OC when applied horizontally,or 12 in. OFwhen IP-X1,IP-X2,IPC-AR,SCX,SHX,WRC or WRX Restrained Assembly Unrestrained Beam Min Thkns,In.(Beam) 2� , , Ftatin&Hr CL applied vertically. G-P GYPSUM CORP, SUB OF , - I Rating,Hr FIRE RESISTANCE C) pSum COMPANY-Type Type C,IP-X2;JPC-AR or 2 1 REVIEWED BY V, CANADIAN GY GEORGIA-PACIFIC CORP-Types 5,C. 2 V_ WRC LAFARGE NORTH AMERICA INC-Types LGFC-C, LGFC- 2,1-1/2 1-1/2 3/4 RATINGS 1 UNITED STATES GYPSUM CO-'Type C,IP-X2,IPC-AR or C/A,LGFC6,LGFC6A I r14 I 1 2,1-1/2,1 1 7/16 1 ,WRC NATIONAL GYPSUM CO-Types FSK,FSK-C,FSW,FSW-5 Or co USG MEXICO S A DE C V-Ty FE C) covered C,IP-X2,IPC-AR or WRC FSW-C B 2 6 2008 CD paper tape and joint PABCO, GYPSUM,DIV OF - 6. Shear Connector Studs- Optional-Studs,3/4 in. diam by 3 in. " 9 joints - Gypsum board joints covere with I V, compound.As an alternate,gypsum veneer plaster may be applied to PACIFIC COAST BUILDING PRODUCTS INC-Type C or long headed type or equivalent per AISC Specifications. Welded to the --- r1i the entire surface of Classified veneer baseboard with joints reinforced PG_C top flange of the beam through the steel form units _1 When square-edge gypsum board is used,treatment of joints is PANEL REY S A-Type PRX . - SAFEbuilt Colorado a optional. SIAM GYPSUM INDUSTRY(SARABURI)CO LTD-Type *Beanng the UL Classification Mark -- ------------------4 3: 10 Vapor Retarder,Water Barrier or Weather Resistive Barrier - EX-1 I -vor *) (Optional)-as required STANDARD GYPSUM L L C-Type SG-C , , 0 I�_ 'Bearing the UL Classification Mark ,TEMPLE-INLAND FOREST PRODUCTS CORP-Type TG-C r 0 * 0e4 C) UNITED STATES GYPSUM CO-Type AR,C,FRX-G,IP-AR, " t t e I I I I I -, - , ii- - - - - '.- 4�*fll '� -, _ L _. - -, "" _ CM _golw��= . _.' __ -a =t - ' �� F�'(, = I]..- � ___ � ' �Mi"-- - __ ' 14.....111A - I- - . 1 I I, - -L- .-, : -7--2- F5q [=-"" � ' � ,11 7 7% ' I f i I I I F7 - Lz�i;zin�hl I "I i--G— I �' - r`rf�If - I __&I 4 I - __ , )f . , - I.. . � � - 1: __ _XR I M-) �' j I�_. I ', .:2 I �." - - . I - . . C r .-I- 1W T_- - � 0 711. M, =11 i I (D 11'-X1,IP-X2,IPC-AR,SCX,SHX,WRC or WRX :� X2_ M USG MEXICO S A DE C V-:'-Type AR,C,1P-AR,IP-X1,IP- , I I 2 ITC-AR,SCX,SHX,WRC or WRX. - I , - . U V, 1 Ch _ , UNIT AREA AND DESCRIPTIVE DATA UNIT DESCRIPTION UNIT DESCRIPTION 10/19/01 ENLARGED OCCUPANT LOAD ENLARGED OCCUPANT LOAD UNIT CONDITIONED OCCUPIABLE BALCONY BALCONY BALCONY UNIT CONDITIONED OCCUPIABLE BALCONY BALCONY BALCONY NOTES: NUMBER UNIT TYPE NO.OF BEDROOMS NO. OF BATHROOMS PLAN SHEET FLOOR AREA AREA 1 AREA 2 AREA 3 FACTOR NUMBER UNIT TYPE NO. OF BEDROOMS NO. OF BATHROOMS PLAN SHEET FLOOR AREA AREA 1 AREA 2 AREA 3 FACTOR NO. (AREA/200) NO. (AREA1200) 1. THE AREAS AND OCCUPANCY LOAD FACTORS INDICATED ON THIS SHEET APPLY TO THE INDIVIDUAL CONDOMINIUM UNITS BY UNIT NUMBER ON THE FOLLOWING SHEETS. 2. NON-RESIDENTIAL AREAS AND OCCUPANT LOADS ARE BASED ON THE OCCUPANCY LOAD �J ' UPPER LEVEL GARAGE LEVEL THIRD FLOOR(CONY.) FACTORS INDICATED IN THE CODE SUMMARY ON DRAWING SHEET GO.O.O. 5A(1ST LVL) 5 5 A2 8 1 1291 SF 0 SF 0 S 0 SF F—� 316 3Z 3 4 A2231 2510 SF 24 SF 0 SF 0 SF 13 3. EACH UNIT IS EQUIPPED WITH A TYPE 'B' BATHROOM AND COMPLIES WITH FEDERAL FAIR O 1 F 5A(2ND LVL) A2 81 1644 SF 53 SF 19 SF 0 SF 1 317 4CfADA 4 5 A2 31 1 2404 SF 553 SF 0 SF SF 13 HOUSING REGULATIONS FOR TYPE B UNITS, TOTAL 2935 SF 53 SF 19 SF 0 SF 1 15 4. UNIT NUMBERS OOq, 210, AND 218 ARE DESIGNED AS TYPE 'A' ACCESSIBLE UNITS. 318 2Cb 2 3 A2 C7 1 1351 SF 32 SF 12 SF 0 SF 1 7 5, PARKING SPACES PROVIDED: � �I GARDEN LEVEL ^I, � Q 319 2Ca 3 4 A2 C1 1 1647 SF 40 SF 12 SF SF 9 LOWER LEVEL GAGE - 162 2 3T 3 3 A21 1 1993 SF 109 SF 52 SF 0 SF 10 UPPER LEVEL GARAGE - 143 + 1 IN/ AISLES V) 2 320 2CC 2 3 A2 C8 1 1349 SF 32 SF 12 SF 0 SF 7 GARDEN LEVEL - 81 ¢ � � � 3 3Q 3 4 A2 2 1 2060 SF 108 SF 0 SF 0 SF 11 ' a 322 3Cf 3 4 A2 C9 1 1957 SF 31 SF 45 SF 6 SF 10 TOTAL - 399 o 4 3W 3 4 A2 3 1 2357 SF 95 SF 0 SF 0 SF 12 1 \ V V 324 3Ca 2 3 A2 C21 2116 SF 40 SF 17 SF 0 SF 11 ro. UNIT DISTRIBUTION: Z � 5 2X 2 3 A2 4 1 1648 SF 164 SF 0 SF 0 SF 9 325 3Cb 3 4 A2 C31 1874 SF 40 SF 12 SF 0 SF 10 � W � 6 2Y 2 3 A2 51 1962 SF 167 SF 0 SF 0 SF 10 � 326 3Cc 2 3 A2 C4 1 1828 SF 40 SF 34 SF 0 SF 10 2 BEDRM, 3 BEDRM, 4 BEDRM ro 5 BEDRM. BEDRM. TOTALS 7 2Z 2 3 A2 6 1 1976 SF 175 SF 0 SF 0 SF 10 328 3Cd 4 5 A2 C5 1 2024 SF 99 SF 17 SF 10 SF 11 GARDEN LEVEL: � � 8 2K 2 3 A2 7 1 1845 SF 88 SF 0 SF 0 SF 10 329 1 3Ce 1 3 1 4 IA2 C61 1 2274 SF 115 SF 17 SF I 11 SF 12 9 1 3AA 2 1 3 JA2 681 1 1813 SF 140 SF I 0 SF 1 0 SF 10 FIRST LEVEL: ro q 1 1(o FOURTH FLOOR FIRST FLOOR SECOND LEVEL: 11 11 1 23 402 417 4 5 A2 33 1 2837 SF 53 SF 49 SF SF 100 2F 2 3 IA2 59 1 1914 SF 63 SF 12 SF 0 SF 9 A2 33 1 750 SF 0 SF 0 SF 0 SF THIRD LEVEL: 9 10 4 23 TOTAL 3587 SF 53 SF 49 SF 0 SF 18 101 3U 3 3 JA2 57 1 1660 SF 59 SF 49 SF 0 SF 9 FOURTH LEVEL: 8 -1 5 1 21 403 4N 4 5 A2 34 1 1808 SF 34 SF 46 SF 0 SF OWNER/DEVELOPER 102 4T 4 5 A2 91 3246 SF 162 SF 137 SF 0 SF 17 A2 34 1 412 SF 0 SF 0 SF 0 SF TOTAL 2220 SF 34 SF 46 SF 0 SF 12 FIFTH LEVEL: 3 12 3 18 VAIL RESORTS 103 3N 3 4 A2 10 1 1884 SF 51 SF 61 SF 0 SF 10 405 5E 5 6 A2 35 1 2468 SF 133 SF 225 SF 11 SF 13 SIXTH LEVEL: 2 3 1 DEVELOPMENT 105 3E 3 4 A2 11 1 2331 SF 203 SF 0 SF 0 SF 12 A2 35 1 1379 SF 0 SF 0 SF 0 SF COMPANY TOTAL 3847 SF 133 SF 225 SF 11 SF 20 107 3R 3 4 A2 12 1 2300 SF 525 SF 0 SF 0 SF 12 TOTALS: 43 54 11 2 1 116 AVON,COLORADO 407 3R 3 4 A2 121 2299 SF 50 SF 11 SF SF 12 108 2D 2 3 A2 13 1 1401 SF 0 SF 0 SF 0 SF 8 408 2D 2 3 A2 13 1 1535 SF 119 SF 0 SF 0 SF 8 110 2D 2 3 A2 13 1 1411 SF 18 SF 16 SF 0 SF 8 DESIGN ARCHITECT 410 2D 2 3 A2 13 1 1523 SF 113 SF 0 SF 0 SF 8 111 2C 2 3 A214 1 1396 SF 430 SF 0 SF 0 SF 8 F ENERAL NOTES CONTINUED FROM DRAWING SHEET GO.O.O: 411 2C 2 3 A2 14 1 1399 SF 49 SF 8 SF 0 SF 7 112 2D 2 3 A2 13 1 1375 SF 16 SF 18 SF 0 SF 7 (0 4240 412 2D 2 3 A2 131 1526 SF 118 SF 0 SF 0 SF 8 13. DEFERRED SUBMITTALS: 119 2CA 3 31/2 A2 C1 1 1730 sr- 126 SF 0 SF 0 SF 9 414 2L 2 3 A2 21 1 1951 SF SF 0 SF 0 SF 10 A. THROUGH PENETRATION FIRESTOPPING Denver, Colorado 124 3Ca 2 3 A2 C21 2170 SF 91 SF 48 SF 119 SF 11 B. SMOKE MANAGEMENT SYSTEM 415 4D 4 5 A2 36 1 2413 SF 55 SF 0 SF 0 SF 13 C. GRAPHICS FOR INTERIOR CODE REQUIRED SIGNAGE 125 3Cb 3 4 A2 C3 1 2094 SF 246 SF o SF o SF 11 ARCHITECT OF RECORD 416 3Z 3 4 A2 23 1 2380 SF 15 SF 0 SF 0 SF 12 D• PRECAST CONCRETE GLOVER SMITH BODE,INC 126 3Cc 2 3 A2 C4 1 2085 SF 246 SF 52 SF 0 SF 11 OKLAHOMA CITY,OKLAHOMA 417 4C 4 5 A2 37 1 2404 SF 55 SF 0 SF 0 SF 13 128 3Cd 4 41/2 A2 C5 1 2024 SF 296 SF 0 SF 0 SF 13 IVIL EN INEER 418 2Cb 2 3 A2 C71 1352 SF 42 SF 0 SF 0 SF 7 ALPINE ENGINEERING,INC 129 3Ce i 3 i 4 IA2 C61 i 2445 1 SF 1 214 SF 0 SF 0 SF 1 13 VAIL,COLORADO 419 2Ca 3 4 A2 C1 1 1852 SF 40 SF 12 SF 0 SF 10 LANDSCAPE ARCHITECT SECOND FLOOR S E GROUP 420 2Ca 2 3 A2 C8 1 1349 SF 32 SF 12 SF 0 SF 7 BURLINGTON,VERMONT 200 2F SIM 2 3 A2 59 1 1845 SF 66 SF 29 SF 0 SF 10 422 3Cf 3 4 A2 C91 1957 SF 31 SF 45 SF 0 SF 10 STRUCTURAL ENGINEER 201 3V SIM 3 4 A2 60 1 1642 SF 54 SF 25 SF 0 SF 10 HAYNES WHALEY ASSOCIATES, 424 3Ca 2 3 A2 C21 2116 SF 40 SF 17 SF 0 SF 11 INC 202 4T SIM 4 5 A2 9 1 3347 SF 56 SF 54 SF 0 SF 16 HOUSTON,TEXAS 425 3Cb 3 4 A2 C31 1874 SF 40 SF 12 SF 0 SF 1 203 3N SIM 3 4 A2 10 1 1871 SF 46 SF 0 SF 0 SF 10 MECHANICAL ELECTRICAL 426 3Cc 2 3 A2 C4 1 1828 SF 40 SF 34 SF 0 SF 10 PLUMBING ENGINEER 205 3E SIM 4E SIM 41/2 A2 11 1 2581 SF 153 SF 92 SF 159 SF 13 1 1 ABS CONSULTANTS INC 428 3Cd 4 5 A2 C5 1 2024 SF 99 SF 11 SF 0 SF 11 DENVER,COLORADO 207 3R SIM 3 4 A2 12 1 2299 SF 62 SF 153 SF 0 SF 12 1 INTERIOR DESIGN 429 3Ce 4 5 A2 C6 1 2158 1 SF 116 SF 87 SF 0 SF 11 WILSON&ASSOCIATES 208 2D SIM 2 3 A2 13 1 1535 SF 115 SF 0 SF 0 SF 8 DALLAS,TX FIFTH FLOOR LIFE SAFETY 210 2D SIM 2 3 A2 13 1 1523 SF 113 SF 0 SF 0 SF 8 BCER ENGINEERING INC 507 4R 4 5 A2 40 1 2268 SF 48 SF 0 SF 0 SF ARVADA,COLORADO 211 2C SIM 2 3 A2 14 1 1390 SF 67 SF 0 SF 0 SF 7 A2 40 1 470 SF 347 SF 0 SF 0 SF TOTAL 2738 SF 395 SF 0 SF 0 SF 14 212 2D SIM 2 3 A2 13 1 1526 SF 113 SF 0 SF 0 SF 8 508 3D 3 4 A2 41 1 1497 SF 129 SF 0 SF 0 SF PROJECT NUMBER 2094100 214 2L SIM 3 4 A2 21 1 1901 SF 142 SF o SF 0 SF 10 A2 41 1 470 SF 0 SF 0 SF 0 SF TOTAL 1967 SF 129 SF 0 SF 0 SF 10 ISSUE REVISION DATE 215 2U SIM 2 3 A2 22 1 1868 SF 363 SF 0 SF 0 SF 10 510 3D 3 4 A2 41 1 1501 SF 130 SF 0 SF 0 SF 216 3ZA ADA 3 4 A2 69 1 2322 SF 0 SF 0 SF 0 SF 12 A2 41 1 471 SF 0 SF 0 SF 0 SF p \l TOTAL 1972 SF 130 SF 0 SF 0 SF 10 J 217 2V SIM 2 3 A2 24 1 1868 SF 363 SF 0 SF 0 SF 10 511 3C 3 4 A2 42 1 1339 SF 48 SF 0 SF 0 SF 218 2Cf ADA 2 3 A2 C20 1 1352 SF 632 SF 0 SF 0 SF 7 A2 42 1 368 SF 0 SF 0 SF 0 SF TOTAL 1707 SF 48 SF 0 SF 0 SF 10 219 2Ca 3 4 A2 C1 1 1647 SF 42 SF 12 SF 0 SF 9 512 3D 3 4 A2 41 1 1499 SF 126 SF 0 SF 0 SF 220 2Cc 2 3 A2 C8 1 1349 SF 126 SF 0 SF 0 SF 7 A2 41 1 482 SF 0 SF 0 SF 0 SF TOTAL 1981 SF 126 SF 0 SF 0 SF 10 222 3Cf 3 4 A2 C9 1 1957 SF 169 SF 82 SF 0 SF 10 514 3L 3 4 A2 43 1 1962 SF 0 SF 0 SF 0 SF 224 3Ca 2 3 A2 C2 1 2116 SF 40 SF 54 SF 0 SF 11 515 4D 4 5 A2 36 1 2428 SF 56 SF 0 SF 0 SF 13 225 3Cb 3 4 A2 C31 1874 SF 48 SF 101 SF 0 SF 10 516 3S 3 4 A2 44 1 2260 SF 152 SF 0 SF 0 SF 12 226 3Cc 2 3 A2 C41 1828 SF 40 SF 34 SF 0 SF 10 517 4C 4 5 A2 37 1 2420 SF 55 SF 0 SF 0 SF 13 228 3Cd 4 4 A2 C51 2024 SF 398 SF 17 SF 0 SF 11 6 015 REV #6 08/10/07 518 2Cd 3 4 A2 C10 1 1297 SF 40 SF 15 SF 0 SF 9 4 013 REV #4 04/12/07 229 3Ce 1 3 4 A2 C6 1 1 2274 SF I 115 SF 114 SF 0 SF 12 SF 519 2Ca 4 5 A2 C1 1 1598 SF 40 SF 5 SF 0 SF 8 3 012 PHASED CONST 03/08/07 THIRD FLOOR PERMIT APP 520 2Ce 3 4 A2 C11 1 1308 SF 40 SF 14 SF 0 SF 7 300 2N A2 61 1 1414 SF 66 SF 0 SF 0 SF 8 009 PERMIT SET 11/17/06 522 3C9 6 7 A2 C121 1868 SF 32 SF 47 SF 0 SF 10 301 4M First Level A2 29 1 1602 SF 48 SF 48 SF 0 SF M Second Level A2 29 1 1602 SF 0 SF 0 SF 0 SF 524 3Cm 3 4 A2 C131 2057 SF 40 SF 36 SF 0 SF 11 Total 3204 SF 48 SF 48 SF SF 17 525 3Cb 4 5 A2 C31 1875 SF 40 SF 12 SF 0 SF 10 302 4T 4 5 A2 9 1 3319 SF 52 SF 60 SF 0 SF 17 526 3Ch 3 4 A2 C141 1419 SF 40 SF 37 SF 0 SF 8 303 3N 3 4 A2 10 1 1871 SF 46 SF 22 SF 0 SF 10 528 3CJ 4 5 A2 C15 1 1485 SF 37 SF 83 SF 0 SF 8 305 3E 3 4 A2 11 1 2581 SF 136 SF 102 SF 10 SF 13 529 3Ck 3 4 A2 C161 2301 SF 92 SF 57 SF 0 SF 12 307 3R 3 4 A2 12 1 2299 SF 50 SF 10 SF 0 SF 12 SIXTH FLOOR PROJECT NORTH TAlIE 308 2D 2 3 A2 13 1 1535 SF 110 SF 0 SF 0 SF 8 614 2M 2 3 A2 53 1 1733 SF 0 SF 0 SF 0 SF 12 NOA H PROJECT KEYPLAN 310 2D 2 3 A2 13 1 1523 SF 108 SF 0 SF 0 SF 8 615 6R 6 7 A2 54 1 3968 SF 338 SF 321 SF 0 SF 20 311 2C 2 3 A2 14 1 1390 SF 49 SF 12 SF 0 SF 7 616 2E 2 3 A2 55 1 1784 SF 0 SF 0 SF 0 SF 10 6 312 2D 2 3 A2 13 1 1526 SF 106 SF 0 SF 0 SF 8 618 4Ca 4 5 A2 C171 2594 SF 48 SF 48 SF 0 SF 13 RA I N GS, REVIEWED BY BUILDING AND 314 2L 2 3 A2 21 1 1890 SF 78 SF 20 SF 0 SF 10 619 1 4Cb 4 1 5 A2 C18 1 2840 SF 55 SF 57 SF 0 SF 15 UNIT DATA co 315 4D 4 5 A2 30 1 2413 SF 569 SF 1 0 SF 0 SF 1 13 620 1 4Cc 4 1 5 A2 C19 1 2985 1 SF 56 SF 0 SF 0 SF 15 FEB 2 6 2008 �r N ri SAFEbuilt Colorado Ln =I G0 . 0 . 5 CD U v' rn �J��±��U �=��J^�� |`�\~��. | f�t CENTER ��7~~ � ��,�~� 1 �� ` Ista 4— STAI 0. 2.1 LofL/ 103 AREA, 1-2-tS I I t 194S UA F1 REq.'/0r->0fR WIDTH AREA, 3687 SF: TA ":B:N6:>- - - - + - -H - — - — - — - - ID VAIL RESORTS VW 7 I AVON,COLORADO -4 \ K 4240 SQ. ST�IR WIDTH Q0.2N/ 4 4 GLOVER SMITH BODE,INC @�- -T\ OKLAHOMA CITY,OKI-AHOMA R3 CIVIL ENGINEER ALPINE ENGINEERING,INC \<00"0, j 2� 3� 41 J 11 1� '41 1 q5 BRR.7 VAIL,COLORADO TT -I "e� —,Z- - (R A ><-4 ' 1000 \ / LANDSCAPE ARCHITECT J�i T- BURLINGTON,VERMONT IS BTT.9 STRUCTURAL ENGINEER INC S HOUSTON,TEXAS 3ZZ.9 MECHANICAL ELECTRICAL PLUMBING ENGINEER 9 -Q ABS CONSULTANTS INC 14EAi 1�8 INTERIOR DESIGN EIDD AT/THIS LE L.- 14,0 WILSON&ASSOCIATES rfi/ � I LIFE SAFETY BGG�.9 PROJECT NUMBER 2094100 A ISSUE REVISION DATE mmm Q FREA- )68 IF iq wo - - - - - - - - - - r RE :R6) A(o 015 REV #6 08/10/07 IPE A 1= 4TI S I PERMIT APP {�� | �� ' | ^ ^ \ | \ 009 PERMITSET 11/17/06 1 .3 1 .4 5 6 8 9 15 18 19 21 23 28 42 48 1 . 62 65 66 69 70 U1 U | LEGENID \ 111111111 1/2 HR SEPARATION WALL (CORRIDOR) LOWER LEVEL PROJE� 2 HR SEPARATION/2 HR SHAFT n ' SC,ALE 111ro - � &.!r 1040. 3240' OCCUPANTS IN TRANSIT � FLAN NORTH :c OCCUPANT LOAD FOR AREA 00 LOWER LEVEL GARAGE REVI 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE EGRESS PLAN 2 HR FIRE RESISTANCE RATING. -~ 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO 00 00 CD FEB 26 2 CD HAVE 2 HR FIRE RESISTANCE RATING 3. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE RATING 0) SpFEb 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION INFORMATION. T T T T T T 8 C5 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR GOo 1 e0 CONSTRUCTION |8 PROVIDED BY CONCRETE REFER TO STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER REINFORCING STEEL z-4 CONTINUOUS THROUGHOUT VAIL RESORTS DEVELOPMENT ` COMPANY CONTINUATION 1/2 fi Is \ KK � REFER GO.1 .2 FOR '` ' " ""' `' '`^' ` 4240 4 4 Denver, Colorado ARCHITECT OF RECORD GLOVER SMITH BODE,INC Q6 OKLAHOMA CITY,OKLAHOMA CIVIL ENGINEER VAIL,COLORADO ro 9 LANDSCAPE ARCHITECT (iD s S E GROUP 1".- 14 V Tl BURLINGTON,VERMONT INC HOUSTON,TEXAS MECHANICAL ELECTRICAL 55 PLUMBING ENGINEER ABS CONSULTANTS INC DENVER,COLOR-ADO INTERIOR DESIGN WILSON&ASSOCIATES r= #1—P� �V. DALLAS,TX x BCER ENGINEERING INC ARVADA,COLORADO PROJECT NUMBER. 2094100 STAIR 1 (03 (D (i� AREA, 186 AR ISSUE REVISION DATE FJ FTH.-- .1'. — r - 1 77. 1111LILLI LEGEND 1/2 HR SEPARATION WALL (CORRIDOR AND m��mmm��m�m�m�� 1 HR ODRR|DOR Y&4LL/SEPAR/�0N 2 HR SEPARATION/2 HR SHAFT 77 OCCUPANTS IN TRANSIT UCCUPANT LOAD FOR AREA 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE 2 HR FIRE RESISTANCE RATING. 2 ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL T0 ^-- HAVE 2 HR FIRE RESISTANCE RATING. J. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON Aro THIS LEVEL SHALL HAVE A MIN OF 1 HR FIRE RESISTANCE RATING. 4 REFER TO PROJECT GENERAL INFORMATION SHEETS FOR 012 PHASED CONST 03/08/07 OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION A3 ^~ INFORMATION' PERMIT APP / 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR CONSTRUCTION IS PROVIDED BY CONCRETE. REFER TO 009 PERMIT SET 11/17/06 Da uuu ' � STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER REINFORCING STEEL REVIEWED BY SAFEbuilt Colorado PROJECT KEYPIAN � LOWER WEST WING GA ENLARGED PLAN RAGE EGRESS FLAN LOWER LEVEL � � C�4 -" �� N� c��l| �� 1/��7o�|/—��n WEST WING —^ ~— `�.�.�� Y-��` |�'-�" 32'-�' GARAGE EGRESS PLAN GO * 1 * 1 C) | � � C*4 It 1 20 21 26 R11 32 34 35 36 39 42 43 44 46 47 48 49 56 R 10/19/01 DR H �4 IF If EG 55 LOA' HIS LEV5L.- 103 C 2 0,(o 44 AC,'-UA 7 _F _ui FF F Mil F1 TI Tf F1 11 STOR4GE 11 Lt Lt 0 0 EL-112]' REFER QO.1.3 FORCONTINUATION 4, VAIL RESORTS L11 AREA, 3687 SFJ L IM ELEC COMPANY w :" [�� I - -1 U / CD TRASH w L KLAI 267 8 w DESIGN ARCHITECT Aiz V 0 (911 1 121 14 13 12a Denver, Colorado us: INrD,>l ATES TWO GLOVER SMITH BODE,INC FA ING GARArzr= RATION FROM CIVIL ENGINEER LO FACTOR 81 ALPINE ENGINEERING,INC 20, 1 /Z/ 12 12 VAIL,COLOR-ADO 311 LANDSCAPE ARCHITECT 1 131 13 12 121 OOF BURLINGTON,VERMONT 14 12cl STRUCTURAL ENGINEER INC 74 MECHANICAL ELECTRICAL PLUMBING ENGINEER 101 ABS CONSULTANTS INC PAWING DENVER,COLORADO FV36] INTERIOR DESIGN 5 WILSON&ASSOCIATES DALLAS,TX 23 /(48) (49- PROJECT NUMBER. 2094100 LEGEND ISSUE REVISION DATE �� m� �� 1/2 HR SEPARATION WALL (CORRIDOR AND TENANT) 2 04 �m�m�m� 1 HR CORRIDOR WALL/SEPARATION � 2 HR SEPARATION/2 HR SHAFT OCCUPANTS IN TRANSIT / OCCUPANT LOAD FOR AREA 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE / 2 HR FIRE RESISTANCE RATING. 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TD | |' HAVE 2 HR FIRE RESISTANCE RATING. ' 3. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON � THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE / T 1 93 RATING. 4. REFER TO PROJE[� �ENERAL |NFORWAT|ON 8HEET8 FOR OVERALL FLOOR ARE�S AND BU|LD|N� CONSTRUCT|ON INFORMATION. 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR CONSTRUCTION IS PROVIDED BY CONCRETE. REFER TO STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER REINFORCING STEEL. A3 012 PHASED CONST 03/08/07 -- ' REFER. GO.1.3 FOR CONTINUATION PERMIT APP V. 009 PERMIT SET 11/17/06 REVIEWED BY REFER GO 1 FOR CONTINUATION FEB 2 6 2008 SAFEbuilt Colorado ENLARGED PLAN PROJECT KEYPLAN LOWER L CENTRAL � AREA G EGRESS A � 00 ENLARGED PLAN L� -~ ~- `�.~.~� 0 �'-�7" |�'-�" 3�'-�" LOWER LEVEL FLAN NORTH CENTRAL AREA CID C) GARAGE EGRESS PLAN CN r) cfl oo � cfl co ao 0 C14 r 06 06 m m m m m m m 'n 39 42 43 46 47 48 49 56 59 62 63 m 72 1 I I 10/19/01 I I III II II I I 1 I II I I I I I I 1 III II II �� H O � I III p p \ I I ,4 N H Z ` — D 1�1 - --7-F- )ND LXI —,1 111 II II i li2 I I STA R NO. 3: W io 110 �• T�l II EG ss L.CAD W - - - - - - - - I _ AT THIS LEVEL: 95 _ II I 1 , I l0 2 H RE . Do R WIDTH '9 6 ® O. 1 "/OG . = 14.2E7 " < 33 1/2 " IIS II�o 6 xxxxxxxxx ,� 3 REQ. ST fR WIDTH 0.2 / a OC — 19 II < 44" AGTI,IAL OWNER/DEVELOPER I I ' VAIL RESORTS 37 sF _ O ❑❑❑❑ o I❑ r DEVELOPMENT 11� 118 10 M 3 � COMPANY o l II I P AVON,COLORADO II°I 1 2 12 Q DESIGN ARCHITECT ® AREAS 451 2 12 11 II I 12 i 4240 128 5 AREA1 1347 I Denver, Colorado 8 O NOT WATCHEE Rr=I 122 II I 123 A NDI ES TWO HC R ARCHITECT OF RECORD GO RUCTION AND N GLOVER SMITH BODE,INC LION PROM 7 OKLAHOMA CITY,OKLAHOMA rR SHAT=T — — — — d m AB 81 CIVIL ENGINEER 12 d� 12 I ALPINE ENGINEERING,INC m m VAIL,COLORADO AREA; 165 SF ARE 614 SF BEE 6 LANDSCAPE ARCHITECT > 12 12 S E GROUP 129 BURLINGTON,VERMONT 103 BHH.9 STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, INC HOUSTON,TEXAS 74 MECHANICAL ELECTRICAL 101 O PLUMBING ENGINEER I F 1 ®00 ABS CONSULTANTS INC REFER G0.1.2 FOR CONTINUATION F I DENVER,COLORADO qq o ®o I I INTERIOR DESIGN & WILSON&ASSOCIATES gpp g DALLAS,TX _ ZEARK N _ _ _ _ _ — LIFE SAFETY L136 ,� BCER C COLORADO I I 81 q� I q8 BRR.5 — _ — — — — BRR.7 1 PROJECT NUMBER 2094100 qS 9 6 SS 8 1 ISSUE REVISION DATE I �q 81 2 84 — — — — LEGEND �3 BTT.9 q4 \ 1/2 HR SEPARATION WALL (CORRIDOR AND TENANT) 85 I 86 1 \ 1 HR CORRIDOR WALL/SEPARATION 41 3q nj�, -A 1N11 �5 2 HR SEPARATION/2 HR SHAFT ql q2 1 O OCCUPANTS IN TRANSIT qo � BZZ.9 OCCUPANT LOAD FOR AREA AM L IF 93 10 — 1 ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE ' 2 HR FIRE RESISTANCE RATING. 1 1 3 BA A 2 2 ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO _ 4 1 E ESS L AD HAVE 2 HR FIRE RESISTANCE RATING. 015 REV #6 08/10/07 ITI t *4 3. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON 6 1 I I I AT THIS LE �--' O THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE 013 REV #4 04/12/07 a a RATING. 4 38 3-1 3�0 2 Q. DOOR MID 6 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR 012 PHASEDCONST 03/08/07 1 1 47 45 . 1✓"/OGG. - 21 "< 33 OVERALL LOOR AREAS AND BUILDING CONSTRUCTION 3- 91 BEEE.8 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR PERMIT APP RE�,�,IR CONSTRUCTION IS PROVIDED BY CONCRETE REFER TO 009 PERMIT SET 11/17/06 STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER r= 09 � 1 I I I I AREA, 3631 s$ I OGG, = 2 S" <44" AG AL REINFORCING STEEL 1 I I 1 I I BGGG.2 REVIEWED By -1:1] Fi 11 2 2 6 2Q�8 BGGG.9 I I 1 11 5 FEB LL f I I { 11 SAFEbull Colorado m 49 i MMM ( W _ PROJECT y - I ( NORTH RCE D FLAN PROJECT KEYPLAN LOWE -' LEVEL EAST WING REAi 1068 F AR€Ar-65S v /N GARAGE EGRESS PLAN ELEV. I — — I SCALD: 3/32"=1'-O" ENLARGED PLAN ;: rte, 3O 31 32 33 34 QUIP. 00.1.3 0 4'-0' V-o' 12'-0' IV-o' LOWER LEVEL GARAGE co ` — — — — — — BSSS.4 EGRESS PLAN PLAN NORTH — _ I CD CD 1. 62 I 3. I 710 1 171 m m r�i m G0 . 1 . 3 CD U rn I� 00 00 U) 1`0 c0 00 � co co 00 d I- 11� rl- Gi 4 C5 cv 44 46 � � oo oo 110 m N N d- M m m m m m m m m m m m m 1 1 .1 1 .2 1 .3 1 .4 2 4 5 6 7 8 9 11 12 13 16 17 20 21 23 24 26 28 32 34 35 36 39 42 43 47 48 49 0N�a 0, J l i B B BB B R E N E R E..8 0HUR DQVC TJJ A M Q R g N HF DUJ T V J/LC J R-D H U �( --- ------I I I-_-----��---�-1 1 I 11 11 1 1 1 1 I I 1 1 1 1 I 1 1 I 1 1 I 1 f 1 I 1-�-1!I I I-/--•----_�'`�-�-�1 I'1�I I t r I!I I 1 I I I I I I I I I I I I!I I I I I I I!I I I I EI I I�I 5 d I1III 1II I I I 1II I I1 I I 1-{1 I 1 I I I I I II O I I 1 I I I I 1 I I I I I 1- 1 I I 1 I -x_I I I I I I I I I I I I I I V-O-O- 6F666_X 62 3 1_--- 2 I I 6�65 6 3 1 5 3'1 1 -6310 2 5c 1 5 o I Ir I II s 4 t- 4 2 �0 I I 1 I 1- I I I I �I I I I1 1 I I I 1 I 2 E � - 02 . 2 I I I I I I I I -I I �. --__--I- --- -_ _ -_- _- ---_ Q ' ppIS Z� L- -A-L 0� E-O- R 0 V A E- WD - I _-:D- ---- H 'a S A H I I S BMI 6 I GM I GI M I 1 G ...9 2 BLCAOERVR V E E AV 7 FR ND-S��GA M I ,I INNC.T.EC H OV A 1E� L B- RTO"OI X 1 R N D AG ElD oa I O a- ,I- ON I,1 N 110/119/01 C , o �R 6 10 CRG) \ STAIR NO, 3: EGRESS LOAD AT THIS LEVEL: Sq T REQ, DOOR WIDTH s O 0.15 /OGG.= 13.35, < 33 1/2, REQ. STAIR WIDTH a0.2'/ oc c._i- s 44 ACTUAL 6 ST I I NO. 2I., 1:JM P tH'9E I IS G 6C1' RESS LO�?T,THIS l 5 50 18 AREAI 976 sf Q 9 O Q. 0 IDTH Q 4 - - - - V 0.151/ C_= 20.1'<33 /2' ao 2'/R . STAIR(WIDTH 2 �45 AR � 114 sf C.=21.6' 44' ACTUAL A D EAI 135 43 4z 41 34 E 3 40 35 I II ICI 3-1 r r T It 31 _j 2 ---� - _A � M _ _ - I + Service .6 OWNER/DEVELOPER L� _ _ _ _ _ _ _ _ P 10- ! AR VAIL RESORTS R.2 DEVELOPMENT COMPANY S 7 II4 6 J'n" AVON,COLORADO 6 - � a V OGCP GY 8 LOAD P.STAIR NO. I O BZ.5 occuP TLOAD DESIGN ARCHITECT 286 o4 - AT HI L VEL: 1® I L4,..-/Wi BE --.6 - 1 I I I I 1 I I I I O.1 / c 13.2 < 3 1/2 4240 T '/RE 9T AIR WID BHH.9 7 _ 44-4 CU Denver, Colorado KK 25._8. 286 -j Al , ARCHITECT OF RECORD 21 66 ® O 65 MAX. COM -NN 4 4� 4 0' ® OKLAHOMA CITY,OKHOMA K K M 69 26 28 72 I 9 8 63 ® I I I I I 71 CIVIL ENGINEER T I )IS T94 6z - _ - - - -I� - - ALPINE ENGINEERING,INC 5 13 32 41 VAIL'COLORADO R B R R.5 4 1 7sf LANDSCAPE ARCHITECT 2 1 I9 35 38 54 51 B R R.7 s E GROUP 7 _ T BURLINGTON,VERMONT R 2 8 STRUCTURAL ENGINEER 146 SKIS 9 _ _ HAYNES UHALEY ASSOCIATES,TT.9 6 BTT.9 HOUSTON'TEXAS 4s s 54 51 MECHANICAL ELECTRICAL 446 SKIS 52 PLUMBING ENGINEER 6 SKIS 56 51 BZZ.9 ARE 46 SKIS 51 50 ABS CONSULTANTS INC 1 8 5S At 1291 6 DENVER COLORADO 46 SKS 6 1 1 51 48 INTERIOR DESIGN DALLAS 4-1 WILSON&ASSOCIATES A.2 AREA, 2 LIFE SAFETY low DRES 8 5O $ . N . .... 35 34 33 32 EE 8 1 REQ, STAIR WID Qo.2 PROJECT NUMBER 20911 00 e 9 1 5 26 OCC.=15.2' < 44' A A - GG 2 ISSUE REVISION DATE ® 22 I 1 14 , 21 5A 15 20 58 1 19 n 15 AREAI 1 BNNN.4 x - - - -BNN4 I QQQ NNN.8 AX. GO b PATH A-[a BQQQ.4 q am TTT 10 BSSS.3 L�j - - - - - - - - - - - - - - - -I- 1 1 1 1 17- 1 11 1 R7 1 I I SSS.4 � - - - - - - - - I - - - - - -- - - - - - - 7-7-77 -I - - 015 REV #6 08/10/07 012 PHASEDCONST 03/08/07 RE R6 PERMIT APP E s !� ING EAST 1 NG 009 PERMIT SET 11/17/06 E =E R G0, 2. 1 fRE =E f R-- G0, 23 1 .1 1 .2 1 .3 1 .4 2 3 4 6 7 8 9 10 15 18 20 22 2 28 62 63. 66 6 -.4- L0 00 c0 c14 r- 00 (J; r LEGEND M m 00 N N -d- -4- 't It co M m m m m m m m m m m m 1/2 HR SEPARATION WALL (CORRIDOR) PROJECT UPPERLEVEL 2 HR SEPARATION/2 HR SHAFT NORTH 2 HR RATED HORIZONTAL SHAFT ENCLOSURE EGRESS FLAN PROJECT KEYPLAN SG,4LE: 111611=11-0111 OCCUPANTS IN TRANSIT 6 O 80' 6'-O' 321-0' PLAN NORTH OCCUPANT LOAD FOR AREA 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE UPPER LEVEL 6 2 HR FIRE RESISTANCE RATING 1-11 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO GARAGE EGRESS HAVE 2 HR FIRE RESISTANCE RATING 00 PLAN . ( ) INDICATED ON ado Colo THIS LEVEL SHALL HAVE A MIN OF 1 HR FIRE RESISTANCE SAFEbulit RATING. 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION INFORMATION. 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR GO * 2 * 0 CONSTRUCTION IS PROVIDED BY CONCRETE. REFER TO C5 0 (50 C) STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER REINFORCING STEEL. rn u rn / | | ST IkIN0, 2 10/19/01 R��, STAIR ��41DTH e0j2 C) 0__ - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - S Z T 72 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT \ ---� --�-� -�-- � ' COMPANY AVON,COLORADO 7' DESIGN ARCHITECT REQ 2 0 0. 1 E� C�cc 13,2 11 -<3 3 1/2 11 � Denver, Colorado 44 TUAL ARCHITECT OF RECORD GLOVER SMITH BODE,INC 0000of - - - - - - - OKLAHOMA CITY,OKLAHOMA 2-1 4(o (05 CIVIL ENGINEER ALP 2& 2,5 45 47 &4 VAIL,COLORADO 10 25 29 44 4a (03 LANDSCAPE ARCHITECT 1 1 4 1,000' 11 1 24 30 43 49 1:::(o 2] PAWING S E GROUP T2__ __3TF__ BURLINGTON,VERMONT 5 13 32 41 A01-At (0 0 STRUCTURAL ENGINEER z _241 525 INC HOUSTON,TEXAS 54 5-1 MECHANICAL ELECTRICAL ;;,z - - - - - - - _00 PLUMBING ENGINEER I ABS CONSULTANTS INC FO-1 a 46-SKIS-- 5C)7ci a 7-1 1& 1E� -1473 12 (60 (�3 8 INTERIOR DE SIGN F 46 SKIS WILSON&ASSOCIATES 46 SKIS L 146 SKIS LIFE SAFETY 1 __T 4-6 SKIS BCER ENGINEERING INC I [ _ _ F ARVADA,COLORADO 46 SK S @ PROJECT NUMBER 2094100 46 SKIS ARE 7 46 SKIS 100001, 1(n 8 6 cn 46 SKIS ISSUE REVISION DATE LLj LLJ 46 SKIS -1Z t:�F' -_ ' n- r--- L I-- , L LEGEND EEE. F AREN _ 1/2 HR SEPARATION WALL (CORRIDOR AND RA 178 1 HR CORRIDOR WALL/SEPARATION 7-0- 72 DDD ' ' 2 HR SEPARATION/2 HR SHAFT <(KE]E — — — | BOV OCCUPANTS IN TRANSIT � U | OCCUPANT LOAD FOR AREA | 1' ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE / 2 HR FIRE RESISTANCE RATING ~-� ------ 2. ALL FLDOR CONSTRUCOON |ND|CATED ON TH|8 LEVEL TO | HAVE 2 HR FIRE RESISTANCE RATING. J. ALL ROOF CONSTRUCT(ON (|F APPUCABLE |ND|CATED ON 5A THIS LEVEL SHALL HAVE A MIN. OF 1 H' FIRE RESISTANCE | RATING 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR A3 012 PHASED CONST 03/08/07 | OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION —JI' INFORMATION PERMIT APP 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR | CONSTRUCTION IS PROVIDED BY CONCRETE. REFER TO | STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER NNN. REINFORCING STEEL. p TI I IG) I (D (F) REVIEWED BY mmml� � � m -�� d6 �� 4 �� ~� 1 0 cq UPPER LEVEL � � � | WEST WING � � �� LEVEL �� K� � CD EGRESS PLAN K0 GARAGE EGRESS FLAN CD 0 4'-0" 8'-0" 12'-0" |b'-O' GO . 2 * 1 FLAN NORTH 04 14- 10 Ill 13 14 ST I NO, 2[-_ E*E55 LO 51 AR Ai 139 s 49 AR RgSTAIR ��41DTH '@0j211,AlRE4 A A 1.0 5 u AREAi 135 __j 43 32 _ET 42 5- 0— -F 41 34 11\VT 40' 4 39 13(o AREAi 928 f 3-1 Dm F5_134] n134 VAIL RESORTS AR A 1i (D_ 102 AVON,COLORADO -4-1--- I -L — DESIGN ARCHITECT 72 10 > 110 1 UA__'_RC>UP(l 2 Z 4240 I =fti C%AfRAGE OCCUPANCY Denver, Colorado LOAD F.%CTOR OCCUPANT LOAD 2a& ARCHITECT OF RECORD GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA CIVIL ENGINEER 0 ALPINE ENGINEERING,INC 2 LANDSCAPE ARCHITECT BURLINGTON,VERMONT 25'-8" STRUCTURAL ENGINEER 73 HAYNES WHALEY ASSOCIATES, INC 28 HOUSTON,TEXAS 4 71 LEGEND MECHANICAL ELECTRICAL PLUMBING ENGINEER ��=��==�� 1 /2 HR SEPARATION WALL (CORRIDOR AND TENANT) ABS CONSULTANTS INC 72 PAWING was 1 HR CORRIDOR WALL/SEPARATION DENVER,COLORADO INTERIOR DESIGN . . . ' 2 HR SEPARATION/2 HR SHAFT WILSON&ASSOCIATES LIFE SAFETY BCER ENGINEERING INC OCCUPANTS IN TRANS[[ ~� OCCUPANT LOAD FOR AREA PROJECT NUMBER 2094100 - 4 1 ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE 2 HR FIRE RESISTANCE RATING. 2' ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO ISSUE REVISION DATE 1117— HAVE 2 HR FIRE RESISTANCE RATING. 3. ALL ROOF CONSTRUCTION (|F APPLICABLE) INDICATED ON . THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE RAT|NC. \ | | 4 REFER TO PROJECT GENERAL INFORMATION SHEETS FOR OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION INFORMATION. 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR z| | | CONSTRUCTION IS PROVIDED BY CONCRETE REFER TO STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER REINFORCING STEEL 72 GD a OD OD 015 REV #6 08/10/07 A0 12 PHASED CONST 03/08/07 4. PERMIT APP UPPER LEVEL - CENTRAL A GARAGE EGRESS PLAN FLAN NOIRTH I Ti Ldt NOR� C2 3 (i� � � � co ZOO UPPER LEVEL C'4 00 Cowado CENTRAL AREA r1j `^-� | `` | -- ' | | | `` | | | | | -- | | ~--OWN= EGRESS PLAN GO . 2 * 2 —_ -- -- -- __ C4 C4, / / wmw� C)l to EGRESS LOAD A I AT THIS LEVEL.- 59 10/19/01 REa, DOOR WIDTH 's FREQ. STAIR WIDTH eO,2 11 1 12 13 14 15 m N f=JT�4-(3E F11 VE is ANCr 69 41 43 32 404 4> + - 4, L----------- ---------- VAIL RESORTS 80 DEVELOPMENT AVON,COLORADO --- DESIGN ARCHITECT 4240 8 Denver, Colorado ARCHITECT OF RECORD F70 J GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA -—--—-— -— -- = V 140W I;h CIVIL ENGINEER 6 ALPINE ENGINEERING,INC VAIL,COLORADO 7 LANDSCAPE ARCHITECT (D4 (D S E GROUP BURLINGTON,VERMONT i iD STRUCTURAL ENGINEER 73 HAYNESV�7_HALEY ASSOCI ES, INC HOUSTON,TEXAS 144T j 4 A MECHANICAL ELECTRICAL __071 , PARK PLUMBING ENGINEER 01 ABS CONSULTANTS INC DENVER,COLOR-ADO INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX LIFE SAFETY BCER ENGINEERING INC 771 ARVADA,COLORADO �� 1/2 HR SEPARATION WALL (CORRIDOR AND TENANT) 2094100 1 HR CORRIDOR WALL/SEPARATION 2 HR SEPARATION/2 HR SHAFT ISSUE REVISION DATE F—_ ) � � OCCUPANTS IN TRANSIT OCCUPANT LOAD FOR AREA 55 52 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE 56 51 2 HR FIRE RESISTANCE RATING. 3. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO 5-1 Ec HAVE 2 HR FIRE RESISTANCE RATING. Ai 1291 3 ALL ROOF CONSTRUCTION (|F APPL|CABLE) INDICATED ON 59 45 THIS LEVEL SHALL HAVE A W|N' OF 1 HR FIRE RESISTANCE RATING. 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR /@A OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION |NFOR�ATON' 'S AIR 04 55 5 FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR | CONSTRUCTION IS PROVIDED BY CONCRETE REFER TO / STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER EGRESS LOAD REINFORCING STEEL. | | COMM 015 REV #6 08/10/07 III I x 1,00, 012 PHASEDCONST 03/08/07 RIDDRi 1971 s ENLARGED FLAN PERMIT APP EL B 91 FREQ, STAIR WIDTH 400,2 009 PERMIT SET 11/17/06 | UFFER LEVEL E A if- 4 ST WING GARAGE EGRESS FLAN _ - I ............. PLAN NOf;RTH BNNNAPROJECT NORTH >< PROJECT KEYPLAN REVIEWED BY ENLARGED PLAN FEB 2 6 2008 UPPER LEVEL � / | | | - ---� - | | | EAST WING -_/-- -- -- -- -- -- - ��' ~--- ' / / / |77-- _- -- -- -- / . SAFEbullt Colorado lx� 9 61.9 62 (65 66 G 0 . 2 . 3 r- 4 00 D .................. C�. CDF m m m m NORTH CENTRAL AIREA REFER.- GO. 3. 2 T---I T 0--Lo r_-C�-—_--_-----7-_-r�6—��--,----'-!I I II I r I 1 I�I I I I I I I I I I I I I I I I!I I-—s-2--_—��r---8--a��u o-_-�l 4 I I L l��o——N�,-S-0 F�F,-®----n�---=0 r--7�_——�,r�a-_=--I--_-0 r��1I I I 1 1�!I I I I I I I I I I(I�I I I�I I I I-®c�o=—=�--o--Q=_0�_-o—®-—_'•-.1-..-'I I',I,'I II''!I'T��—''i II I I I I I'I I I I I I I I i I I I I I I I I I I I_-°_. __U—P_-___�/2z0--q-a 4_I I I_-_,S-/_®_——•=N L_Y—,—__,I I I I I f I I 1 I I I I I I I I 9--,I 21—/,2 j__A--,_�-��S-C——_C/W N E y�I I I I I I,I I I I I 1 I I 1 I-�,O 4—q-I—I I'I!I'I _-1-T 1'I I I 1 I 1 I I'®524 4 6 1'I,,I I I.�a�.-•__❑�-,,I I—I, 61--_-_O-o—J 6-III 1—_L 5 I♦\4-O 5—0-dI I I I I I d�I I I I I I I!I I�I I I 1 I I I'®----O C.N°1®-4%—,—,(1 p g r I 1 I I I I I I I r I I I t I I!I I I I'I I—m N h O—1 3 I I 1 I 1 f II III I I I I I I I I I t2�—I I I I I,i r 1Iu u II I I I I I 1 I g q II n d n nu n In I I i—I�I I LI I I I�r I I I I I I 1 1 I I�I I I I I � I I I I I I I,II I Lc s O I 0 C m m 44 46 m m m m m m m 2 12 42 4 59 63 R 1 10 RG 0�1 I I,I,(I I I I( 5 A 8° L I I I I X 2�r I I I I f 4 I 1 I I r •�0 II I I I,I 1 I I• __1—•--e�II: I I I I I•��•�,--I I I �7I I I I�B I I I I I I i I rI I,1 I I I I 2 STAIR TAIR --A rEU-ti�-RCNt•p� —•_-_E•E--_T N O---D.A 4 H T.O•—I�R L 3-— ---: EGRESS LOAE. D AT THIS LEVEL.- X-��-•__- -=_L_-N- _I-- --r:5-A--AC I-U G,o L 5SF• Y�T i W 1i I<I1'_ I--R,EQ•/DOOR WIDTH- 3a ARM 261 SF 0,15' OGC,= I RJ REQ. STAIR WIDTH 'S 03� I I I�I I I I I III III I I F I I I I I I I I I I I I I I I I O .m C 2 1m/�Cg . 2\ R/ 18 OCC.-23.4 < 44 ACTUAL A2 - _O N -T------ -6_- D I N �5 T 2R--- A N �BBBBSKBBf P R"H NG ES PPK R/' NEA RPI / ENG1 .... .7.8 9 2 4 I I E _ o6 R�M B AECAN RCE RCRRH�R LHVA IEA�N�Io��a I�NTN"DGEI�'GC ATC�I A I,OT NL C N EO O�A�E�a v r,E�F LTVLR OEREl I 1 CR N ER TC AMG 1RD O0 o o , STAIR NO. 2 — - - - - - - - - - - - - — _ ECRE S LO — t - ARE 65 REQ. OOR IDTH 681 1956 SF 1 .65' 33 1/2' S ST D 50M E) OGG._ 8.2. ACT A F - E M 3 6 rSjrt.�hmg 6 I - Fo� READ 54 BJ.6 REP 214 738 M OWNER/DEVELOPER N EF VAIL RESORTC/NI S A RE Ai BR.2 � COMPANY Q REAS 77 I DEVELOPMEND l AT AVON COLORADO - - - T S/ I V 5 DESIGN ARCHITECT ® r 2 Z N18 _ 4 o 4240 4 BEE.6 O AREAS 329sf Denver Colorado 1 91 - BHH.9 DD 6RR�S55 I .QAL _ _ , GLOVER SMITH BODE,INC LIM T q C OKLAHOMA CITY,OKLAHOMA� Q, DOOR WIDTH T 0,15 /OCC,= BLL.8 KK — — — — — — — CIVIL ENGINEER St IRWIDTH 2'/ e GROUP ALPINE ENGINEERING,INC = S'< CTUAL - - - - - - - 1 - - - - - - N N I I I PAWM GARAGE VAIL,COLORADO MAX. COMMON O OCCUPANCY FACTOR COMMON - 20o E �_ LANDSCAPE ARCHITECT 1OCCUPANT LOAD 166 ` U S E GROUP dt�ta BU max on I . BLE ROUT _R3 STRUCTURAL ENGINEER 2 2 O -I HAYNES WHALEY ASSOCIATES ,O INC BTT.9 HOUSTON,TEXAS O STAIR NO. 4.- PLUMBING ENGINEER 6 T Pu TE HOR 0 BT .9 EGRESS LOAD ABS CONSULTANTS INC DENVER,COLORADO YY 462 Ir 8 AT THIS LEVEL: 124 32 INTERIOR DESIGN 6 WILSON&ASSOCIATES A / O I 0.15 /OCC,= 15.6 < 33 1/2 DALLAS,TX F REQ. STAIR WIDTH ')0,2'/ eO FIR 3 ELOW ABOVE 2 4.5 < 44 AG LIFE SAFETY BAAA. ~~ _ O -0 0 A A RAMP D LO 52 _______ ___ ____ I I PROJECT NUMBER 20941 00 Q. ISSUE REVISION DATE 15, 35.4' 2' 2 BG 0.9 f tr I 12 oce 5' 0 vel RE DOOR WIDT st f tra ❑ - MMM K a dis on path avel 65 33 6 0! ax common of travel Istance 63'- L OF DIS BNNN.4 2Y 2Z NN .8 RO II . -17 EVEL # GE 5 3T #6 ATED WA T FROM DTH EK CA E sss. UUU 015 REV #6 08/10/07 103 R E TIMATED EGRESS LOAD FROA TH 012 PHASED CONST 03/08/07 RRIOTT HOTEL (PROVIDED Si- - - 00 ARCHITECTURE) PERMIT APP 11 9 5 1 T AN E, S NT AN ESTIMATED EGRESS LOAD FR M TH 12 E I I I 009 PERMIT SET 11/17/06 EME SEM NT 15 RECORD 5, 2006 EAST (PROVIDED $Y 4242 A H,) 12 RE C E TI N 20061 112 LEGEND 1/2 HR SEPARATION WALL (COR DOR) RATIO 6 HES Y,4 f 2 HR SEPARATION/2 HR AFT 2 HR R SHAFT NCLOSURE �I E F 2 3 6 7 8 10 14 19 20 21 22 23 3 25 7. 28 48 65 1 PROJEC N d- OCCUPANT LOAD FOR AREA C0 m - CO C° M m m m m m m m m m m m 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAE PROJECT KEYPLAN 2 HR FIRE RESISTANCE RATING 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL 10 HAVE 2 HR FIRE RESISTANCE RATING.BY 3. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED N LEVEL GARAGE EGRESS PLAN R THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESSN dANCE GARDEN LEVEL Nr RATING. GARAGE EGRESS PLAN u, SCALE: 111ro =1 -0 B 2000 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOF 1714 O 8'-O IbO' 32'-O' r-1 OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION °° INFORMATION.0 FLAN NORTH 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLO Corado SAFEbullt CONSTRUCTION IS PROVIDED BY CONCRETE REFER TO STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER REINFORCING STEEL G0 . 3 . 0 CD � �I I I i i U Q' rn 00 C14 r- 00 co 00 L0 Fn r< Do r- L0 Cn 1.1 1.2 1.3 14 2 5 6 7 M 8 M 9 12 13 16 1 20 21 24 26 0— - — - — - — - I I I I I I I I I I . I I I I I I ( I I I I ' STA IF, NO. 2 I I 10/1/0, EGIRE LC 'D P L E.Aq�:,:- 9 1 F — I I I I REQ, OOfR IDTH \�� 54 A 3 1/2 11 zq I I -12 RE Q. ITAIR IDTH 'a)0,2 ll/ SI;3v�� ACCESS L OGG. 8.2 4 AGT�AL NLY tg TER 36 II f Stretching 11.4 f � I c) T_ H I 1 1 I I I I I I I I I ,I / I , , f , , i V W Q I � I , M I I � I � n u a— f ZVI � �r � I I � � � � r I 1 F _ 36 fi I I fi � � � � I 1 � i rt I I I � E w � c. A rt rtl fi l I fi rt rt fi 1 CORRIDOR N 11-0 T V _E -4— - -44 - - - - - - - 01 1 M Z OWNER/DEVELOPER BTT.9 - — - — - - - - - - - - VAIL RESORTS DEVELOPMENT COMPANY 36 I I I - - - - - - - - - DESIGN ARCHITECT -4 JJ 4240 Denver, Colorado *Ea, DOOR 141[--)TH 05>-77 n _ n ° O � I r I� ARCHITECT OF RECORD GLOVER SMITH BODE,INC I(?CC" =3 all < 4 11 GTUAL OKLAHOMA CITY,OKLAHOMA MAX. COMMON IF'd`Td OF CIVIL ENGINEER I ALPINE ENGINEERING,INC 4 TRAVEL DISTA (:;E 1 -611 VAIL,COLORADO O MET,— I - -.1 1 LANDSCAPE ARCHITECT max common S E GROUP distance ro -'ON BURLINGTON,VERMONT R3 AC�5 LE FROUT 11 L STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES HOUSTON,TEXAS 44 R2 MECHANICAL ELECTRICAL I PLUMBING ENGINEER T F T, I;P' ABS CONSULTANTS INC L E f- ISC QL INTERIOR DESIGN fRUC-T 2� WILSON&ASSOCIATES r;=n HC DALLAS,TX [�E N, 462 F _1 45 SI- AFT N5 RE LIFE SAFETY \ I f \ I , I I I f I I ( I DUN BCER ENGINEERING INC 32 ARVADA,COLORADO TILED i YWI ZTEIR015(31 Pn QTQ -000000 l000, I 1 1 160 BTS I � � I I I< 8 76 CD PROJECT NUMBER 2094100 I - 38 Elm 1 209 021 I \\ - I - Ln - C/) r (n (C)- ISSUE REVISION DATE 40 30, f-n —w Ca L'Q: -90- 7 0 f5 C)0 C)C)0 C) C) C) 0 0 nkc) �:' =F ;t 'd- Ln 1.284 SF PIA 1= LEGEND C DO LEVEL 1/2 HR SEPARATION WALL (CORRIDOR AND TENANT) u u u < V8,119 u LgL2j RA < < < h. U(061�) u [I< 1 HR CORRIDOR WALL/SEPARATION ICZ� W_ 2 HR SEPARATION/2 HR SHAFT _1�9A - _. - - -_ --- - ==___r_. I G 06 E�_ 4 2 IDOR LNEL0 4.ri nl'44 7 F 10110 F ISCHARG L OCCUPANTS IN TRANSIT --- --- ---- ---------- - REMENNEEME ---------ti, HHH OCCUPANT LOAD FOR AREA JJJ 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE 2 HR FIRE RESISTANCE RATING. El: F,I I F n. F-1\ 11.11 --Jl KKK ------ - 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO HAVE 2 HR FIRE RESISTANCE RATING. ----ajo a a lo Commor D T 3. ALL ROOF CONSTRUCTION IF APPLICABLE INDICATED ON LL ------ Comm:0 4)f tr if tr I THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE Istance 5 9 Ice 51 .0 1 LLij max, on path f a ,, comnon path 4 f ttavel RATING. 015 REV #6 08/10/07 Vh PHASED CONST 03/08/07 dirt 10 1 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR UP OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION PERMIT APP r ® 0 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR F------ INFORMATION. LcR CONSTRUCTION IS PROVIDED BY CONCRETE. REFER TO 009 PERMIT SET 11/17/06 REINFORCING STEEL.I 10 1IN STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER I- IAAA' L.0 [-111 10 0 1 2' IRAVEL FRO 3 -all 1-7EVEL E- - r loir 3T- 7 # I I F� FI I , - '> �A 1117� I N b REVIEWED By - - -- I I I I I _ R� - - - - - t 008 FEB 26 2 PROJE= NORTH \N I SAFEbuilt Colorado PROJECT KEYPLAN ------------ A_ "4 t 108 L_ RIS ENLARGED FLAN ENLARGED PLAN CD GARDEN LEVEL GARDEN LEVEL 00 WEST WING 00 51, 1.4 2 10 1 C_j 4 18 19 21 22 23.) 27 27.' 28 CD '-M0 00 ST WING GARAGE EGRESS FLAN GARAGE EGRESS PLAN CD Fn 14 15 12 SC;ALr=.- 3/32"=I'-0' 0 4'-0' 8'-0' 12'-0' 10-0' 12 FLAN NOfRTH 12 G0 . 3 e 1 C) T �E 3 /2 " T T T r 7 1 L2 �1 AL_ (D u rn t` 00 � L0 00 co 00 LO N °� 00 00 16 17 m 20 21 23 24 m 2 m 28 m \ 32 34 35 36 39 m 42 m m 43 44 4 48 m m 49 52 10 RC \ \ II I , � R it 1 1 1 H 10/19/01 I ARE I i n I I I / 151 I � I \ 10 RJ I I I II 18 I I I u I I 11 II I I q T`I I 40 _ _ _ _ 1 _ _ _ _ _ _ - - rp A� I 1 1 1 I �� I ARE 12 5 SF 1 ' ' ' Cn 2 - II u ' ' I I b AIL956 SF �■/ 31/2 _ I I I � �n� D , II o � II � I 1 ' I I l WA71=R I 2 SE ACCESS I state 40 L a ACT AL I N LY I I E I I 0-- �� 36 6 II 1 82 _ le _ _ _ - - Stretching - -5 �' I I' ' 1 x � � l i III II 1 1 � 8 . r� I REAI 738 I ,02 I ' - - \ - - - - - - - - - 8 ' M I I � I 1 � � I I a �• i I o . OWNER/DEVELOPER 8 I ____-- I � O 36 I I , 1 11 u I 1 - EF M I VAIL RESORTS 6 AREAI I I _ _ _ _ _ _ DEVELOPMENT fiI P / I I AREA, i ® 77 1 u I I I - - * - - I �C AVOON O ORADO L LE +15 1 O �— LE I , CORRIDOR I :BZ:5>\__ 1 I I _- _ - _ _ 1 6110 ® AREAI 309 )r - DESIGN ARCHITECT T - - - DOR - - - - I 1 .. I ' 13 5 I /0�1 - - - - - , - �-/ 4240 4� O O O , O O I 1 o um AIT I �2 C, Denver, Colorado � II I I ( I I I ARCHITECT OF RECORD p 11 GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA 6 I I I II I 1 CIVIL ENGINEER - —II- _ _i _ _ I ,� 1 ' -r I- _ _ (04 �o�o I 1 — _ _ I _ _ ALPINE VAIL,COLORADO'INC HH _ TE O II LANDSCAPE ARCHITECT S E GROUP I BURLINGTON VERMONT KK ' 1 ' PAW-M 1 1 STRUCTURAL ENGINEER 40 4 ' I I 5 , I 16600 I 6 I I I , HAYNES WHALEC ASSOCIATES, 1 - - - - - - - - - - - - - — � 1 - - - - - - — - - - - '� - - - - - - - - - - - - - � - - - - — - -I- - -�'- - - - - - - - � - - NN HOUSTON TEXAS NN - 1 - I I r T S I , 3 8� F It t 1- 1 1 I 1 S GROUf- I I 1 II MECHANICAL ELECTRICAL 1 II I 1 , PLUMBING ENGINEER i I .QRKINCs GARAGE I I i\ ABS CONSULTANTS INC MAX. CO1" ON POF i 1 N GUPANCY I I I I I I DENVER,COLORADO AD FACTOR I I i �� I i i I TRAVEL DI TA CC,;E 1 -�o ' I I 1 CO 1 71 INTERIOR DESIGN GUPANT LOAD - - - - - - - I - - - - - - O— WILSON&ASSOCIATES I DALLAS,TX BRR.5 i _ _ _ _ _ _ _ _ _ LIFE SAFETY BCER ENGINEERING INC ARVADA COLORADO i I i i i i I BRR.7 O i I 24 22 20 I 18 I� 15 14 13 12 11 10 O 21 , O O O O O O O O O ss o- E , I 1 1 I I , , , I PROJECT NUMBER ..0)41 00 38 36 341 I I I 1 1 O O� 32 28 1 2(o I 1 I O O ' O II ISSUE REVISION DATE - - - BTT.9 - �. Tr— I I I I —O I ` 11 I I I I 6 I 1 I , , , LEGEND 1 NsTRUCT 1 ( I 1 TED NOR TAL � ' i ' � 1=T N RE I I .■■■■■■■■■■■■. 1/2 HR SEPARATION WALL (CORRIDOR AND TENANT) _ I I I 1 I 1 1 1 I 1 1 1 HR CORRIDOR WALL SEPARATION Ck I 1 ' ' ' I 2 HR SEPARATION/2 HR SHAFT 6 25 23 I I 35 I I o O I I I I I 6 11 II 1 BRR.S OCCUPANTS IN TRANSIT O 33 31 1 2�1 I 27 1 � � 1 1 1 I O A OCCUPANT LOAD FOR AREA BAAA.2 1 1 1 BAAA 2 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE 2 HR FIRE RESISTANCE RATING. ---- - -- -- ------------ ----- -- - ---------------- -------® --'--- -- - 2 ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO HAVE 2 HR FIRE RESISTANCE RATING. 3. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON THIS LEVEL SHALL HAVE A MIN OF 1 HR FIRE RESISTANCE 015 REV #6 08/10/07 i I `10 _k RATING. 6 _ _ I I . - -----------�---- ---- -� - ----- ---------- ' ' 1 10 I - - - BEEEB 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR 012 PHASEDCONST 03/08/07 - 1 - - - - - - OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION 3 _ --- ° I INFORMATION. PERMIT APP 6 i ° _ __ix _ i -- i _° I G i i 1 Q l i 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR 1 I 11 1 1 1 1 CONSTRUCTION IS PROVIDED BY CONCRETE. REFER TO 009 PERMIT SET 11/17/06 � I , _ -- __ & I 1 ❑ � i i I I i i O STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER - - ® - —iT - - I - ---rte - - - REINFORCING STEEL. I I I I I 11/ , I ° ° X 1 ' IO ® ® ®� 15// 10 II ® - ---- 1 III REVIEWED BY I I I II i ; ----1 I -- -� 10 I __ I L--- I I I I -- - - o -- 19 0 1 +®- 1 i ---f —j -- 'L= FEB 2 6 2008 II 12 I o _ __-- I I o = I ___-- --- maid commbn 11 1 om on ath f travel ' 1 1 1 ® 1 1 distance 2 I max on path o 1 alhc p6' 1 - - 7 MMM SAFEbuilt Colorado -- uP I 10 , I I i _ I I I I ax common pat of travel PROJET NORTH cl 1stance 63'-4' I pi I common th f travel TTiUE NORTH Lance 55'-q ' ENLARGED FLAN GARDEN LEVEL PROJECT KEYPLAN ' - 2Y 1 1 ' 2Z 1 1 I I I 1 1 'X CENTRAL AREA GRESS FLAN �� 0.3.2 II I RRR I I I 1 � _ -= _ 1 - Bsss.3 SC,4L 3/32 -1 -O o a'-o' V-o' IT-o' 16'-0' ENLARGED PLAN 5 _ - I „ p , _ , I „ f- — , w BSSS4 PL,4N NORTH GARDEN LEVEL — CENTRAL AREA 0 - - _ - fi II 1 I _ L GARAGE EGRESS PLAN CD I I � ir 3 \ - - - 1 ' I I � I I I I II 1 863 1 I I 1, 1 G0s3 * 2 M�- O tr7 17 18 19 20 21 22 23 M m N 28 N 32 34 , 35 36 39 °� 42 48 49 52 rn N (2,') 24 25 N 26 27 m m m m m m m m m m m U rn r M (0 00 Lr) co 00 L O N N m r 00 00 L0 32 34 , 35 36 39 m 42 m m 43 44 46 47 M 48 m (n 49 52 56 59 62 63 m 72 cn S I I I Fr4E . DEL= 11-1 10/lq/O�I WIDTH 1�.�✓�✓"< 33 1/2 " \ I II I I II I I I I I fi�EQ. STAIfi� I�IIDTI—I '�0. 2 "/ OGG. =23.4" < 44" ACTUAL 14 \ A II I I I LINE OF ACCESSIBLE ROUTE TO SEE s�-IEEt��Ri 31OOR CONTINUATION 40 ,. �I O f C �r �r 265 SF I •� — — — — I - - -I I �, — — � - � - . — C/) 63, cc; ;68,; 72; V O A A;1,956 SF `� 50TTL ED N V o 'WATER T1 40 I I D-~ n M I I 118 E.1.' Iq'-r O W 6 I �" 81 s2 I 15 6 `.L' 1- 4 90 5 _Jjl 91 II I I I I I READ 214 PEA, 548 q 8(o GORRI L AREAr 738 I 28 14 OWNER/DEVELOPER VAIL RESORTS m EF M 3 6 AREAS DEVELOPMENT ® 77 I I I I I I - EAR - — — — p COMPANY IZ'-¢ 12 AVON,COLORADO 1 1 1 1 1 0 ® AREA, 309 — — — — — , 2 — — R I �� EAS7 1 � DESIGN ARCHITECT 0 240 �A GONStRUGt HR o Denver, Colorado i F RATED HORI ONTAL `� �I 2 I y; f� SI-1AFt ENCLOSURE B =b'{ AROUND EMERGENCY I U I II ju --- --- %" �' GxENERATO EXHAUST o L — — DUCT o ARCHITECT OF RECORD .. , GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA CIVIL ENGINEER Ai 46 m ALPINE ENGINEERING,INC 4�— —4� — — J g 1 AREA: 329sf — — — VAIL,COLORADO �8 o BEE.6 6 - LANDSCAPE ARCHITECT m � - H.9 S E GROUP — — — — — — — — — — — — — — — BURLINGTON,VERMONT KK 1 — o m STRUCTURAL ENGINEER HAYNES WI IALEY ASSOCIATES, 1660 6 ' ' �. BLL.8 INC o AREA 33 q�n © HOUSTON,TEXAS 33,084 SF I X;e °®� MECHANICAL ELECTRICAL • PLUMBING ENGINEER PARKINCs USE GROUP ABS CONSULTANTS INC I .t PARKING-: GAP-AGE I 'Valle ,'��a�a.,- na DENVER,COLORADO OCCUPANCY _ e" i;„ — LOAD FACTOR 71 I"1 1�C. COMMON F T _ �- BPP.9 :, INTERIOR DESIGN 200 — AG r_� „ ;€ — — _ — — WILSON&ASSOCIATES OCCUPANT LOAD — — — — — — — — .. :`^ 1 DALLAS,TX 12'-5' BRR.5 LIFE SAFETY ---_.1------ ° aa BCER ENGINEERING INC —f ARVADA,COLORADO lq 18 1-f 16 l� 14 13 12 11 10 PROVID G I I OO Cs14 E' J SS I 1 STEEL Cx INZx :.�...` PROJECT NUMBER 209-41 00 OVER O ENI I REF. MECH. I 6 ISSUE REVISION DATE — —r B TT.7 BTT.9 10'-1012' STAIIR NO, 4, LEGEND I I I I Gx.4� E ENTRY EG1RESS LOAD � M M M = M � 1/2 HR SEPARATION WALL (CORRIDOR AND TENANT) I 811 AT THIS LEVEL= 124 �� 1 HR CORRIDOR WALL/SEPARATION I , ' �EQ, DOOi� I�IIDTI—I e 2 HR SEPARATION/2 HR SHAFT 18.(o " < 33 1/2 * 1 1 BZZ.9 1REQ_ STARK WIDTH X0.2 "/ O OCCUPANTS IN TRANSIT B LOW ABOVE I A OGG, = 24,5" < 44" ACTUAL OCCUPANT LOAD FOR AREA AAA 2 20 P DN / 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE Ct141 I I AREA I 2 HR FIRE RESISTANCE RATING 2,20 SF 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO ❑ O i q'-8 12' � HAVE 2 HR FIRE RESISTANCE RATING. - - I GROUP o N I = \ 3. ALL ROOF CONSTRUCTION IF APPLICABLE) INDICATED ON THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE 015 REV #6 08/10/07 1 O - 1 $ RATING. 6 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR 012 PHASED CONST 03/08/07 — 1 — — OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION 3 — — BEE€-$ 30 INFORMATION. PERMIT APP DOCK L L OGCIUPA 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR 10 I O EL 09 8110 I I 8 I I CONSTRUCTION IS PROVIDED BY CONCRETE. REFER TO O ® I o LO I I STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER 009 PERMIT SET 11/17/06 II aHl BGGG.2 REINFORCING STEEL. I ® — — — — ° � ® l o o I ® I �0 10 I o 2 I — �- � — — BGGG.s L — I I 0 0 max common pat f travel s E o I I fREQ. D001� WIDTH ae clislance 52'-10' 1 I I O. 1 "/OGG. = 1. "� 33 1/2 " 10 — _ — — o — — — I _ ° — — — ° — — — MMM REVIEWED IV 6'-a 12' BNNN.4 FAOJECT ax common pat of travel NOA7H distance 63'-4' m common p th f travel FEB 2� 2Zd ante 55'-q 1 L L OF DISCHARGE BNNN.8 PROJECT KEYPLAN I I I I �. ,2,-- — — 8 I I w I BQQQ 4 built Colorado LEV ISCHARGE _ I I I I 9 I O s f SAFE 6 is - — 3 fi`. fRATED WA L _ - — Bsss.3 GARDEN LEVEL ;° — "-- — — - — — DE FIR E DAMPERS IN THESE OPENING BSSS.4 375 GARAGE EGRESS PLAN ° I I J►— I I w RE R WIDTH e X I i�OM 1-4 co a — a 0 9 _ lr _ n u - -- A 526 ENLARGED FLAN GARDEN LEVEL EAST WING GARAGE EGRESS FLAN MIS 0 42 N 48 49 N 1 1. 62 3. M M 3. 69 70 71 .3.3 GO ,93 * 3 C)l M m m m M m m m m m m SCALE: 3/32"=1'-0" O 4'-0' 8'-0' 12'-0' 16'-O' PLAN NORTH U rY rn H / 00 CD 00 NJ- c3i 06 C6 Lri Csl co 1- 4.6 1 1 AT THIS LEVEL.- IOCI 614 REQ. DOOR WIDTH 'a RJ TRUCK REQ. STAIR WIDTH 60.2V *4 11RE ftll) C I I ST 3 AREA OC;C,=2 1,5' <44' ACTUAL u 0 FrIl 0-4 Is HA #111 9 LL - HARGE.. max 5 Naim LL VAIL RESORTS �-�l 4-- - - - - - - P Q 7w I I I - /F\1I\_�::! -, -�I1r :::: ::: /_0 DEVELOPMENT Rom 1012 S F. EF b ,\hLi � �-I I S — - 11 R COMPANY N00, 44 V h DESIGN ARCHITECT IV 2 0 y 4 8 0 0 ma.commom,ra. 01 L01 Denver, Colorado AA ma) common g of travel uu -L4 KK GLOVER SMITH BODE,INC I OKLAHOMA CITY,OKLAHOMA LOAD - LL -IF - F CIVIL ENGINEER HH VAIL,COLORADO ILI 631 R WIDTH 'MO.2V a LANDSCAPE ARCHITECT IF - tQa =1ror2' < 44' ACTUAL 055, Sith tra A M M S E GROUP 1111 0 5 1 2__4_ _ BURLINGTON,VERMONT divial STRUCTURAL ENGINEER 1;ta L1 INC I - I - —t = - — - — BRR.5 L ba It - —-, I I L f MECHANICAL ELECTRICAL ax common ath trij.1 PLUMBING ENGINEER IFT \_�D DENVER,COLORADO max F-c' DALLAS TX 0 0 0 EE:j3 ��4l_rz 1 11 1 1 0 BCER ENGINEERING INC w 11 na I I ---. c Jill PROJECT NUM13EK 2094100 Box 71 BA 46 LL VA 0h of tra\ — — — — - — — EEE LJ r— d & — - — - — - —— - — - — - — - — - L#1 01 sith of tria, Ll ma- of travel L_ iL A —is FACADF_=I A3 - — — — — — - — — — — — — — — -- - — — — — — — — r — — r — I RE R13 009 PERMIT SET 11/17/06 R6 EAST L41NG ME CORDEDI JIlLr 5, �O T REFE 1 1 .1 1 .2 .3 2 7 9 10 14 15 18 19 20 22 23 op 27 8. 28 op Lo 62. -.4- .;d- 57 61 1 . ummmmmmmmm 1/2 HR SEPARATION WALL (CORRIDOR) 1 . 65 37 70 PROI�T cn M 2 HR SEPARATION/2 HR SHAFT 2 HR RATED HORIZONTAL SHAFT ENCLOSURE PROJECT KEYPLAN FIRST LEVEL EGRESS FLAN� ' OCCUPANT LOAD FOR AREA c'C++Lr=� |/|*� =| -�� 1' ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE FIRST LEVEL �j- - 2'��- 4 �' 2 HR FIRE RESISTANCE RATING EGRESS PLAN I=| AN NORTH 2 ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO CD HAVE 2 HR FIRE RESISTANCE RATING. CD FEB 2 6 2008 3 ALL ROOF CONSTRUCTION (|F APPLICABLE) INDICATED ON THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE RATING. SAFEbuilt Colorado 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION / INFORMATION. 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR G1 A . 0 / 7 QC4 15L E CONSTRUCTION IS PROVIDED BY CONCRETE REFER TO STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER REINFORCING STEEL 5 6 7 8 9 11 12 13 16 17 19 20 21 23 1 E: ::1 1\'jj 0 FED Q — — — — — — — — — — — — — — — 10/1 /O1 oRRIDOR 16 S 131 o ❑ V - - C V.1 I I I I I -� / 8 I i ►� ._ �. - o ax common pa t� f vel 1 .3 1 .4 ' �T1 O AF 8 ma common of travel N V OV 8 d is ance 4 cc — — I- — — — — — I — — ° I d 1� QD rH H — — — — C ❑ ❑ — �.T� N-I 1 1 .1 1 .2 JJ I U xj 4T THIS � � - KK — — — — — — — — — — — — — - C �EQ. I� OR l,�I I D T�-I�� 12 . 1 � < 33 1 /2 I I I I I PLI II OWNER/DEVELOPER STAIR 141DTH 0. 2 / � - - - - - - - - - - �� O max common a th I tra v o o T o o VAIL RESORTS CC. = 1 �0 2 < ,�C�I.I,�L= ° _U distance 55'p8° I I I I I I � I I I � DEVELOPMENT a O o I 6 COMPANY CR 4 U AVON,COLORADO 8 ° �- 6 1 I I I I I o I DESIGN ARCHITECT R3 dax common p t vel © 1 istance 3q'-1 o M @D95 4240 8 � I I I UL O TT I— 1 4 T ZI? Q — I I — Denver, Colorado N[ � � II 12 I I _ GLOVER SMITOH BODED,INC OKLAHOMA CITY,OKLAHOMA \ I I _ _ _ _I_ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - -I I max co ath c{fra j - \ CIVIL ENGINEER 1 distance, ��` S" I I O / / II ALPINE ENGINEERING,INC Ri VAIL,COLORADO 7 — 7\ ax comm 0n pa to f tra� 1 ( LANDSCAPE ARCHITECT I I I \ 1 istance �3'-5" 21 I I I I I s E GROUP 6 — _ _ — YY BURLINGTON,VERMONT lfL STRUCTURAL ENGINEER \ / O O I �! HAYNES WHALEY ASSOCIATES, / ALL CA TS IN KATE NIS AREA ® c INC \ ARE MO ILE 1 22 I I X HOUSTON,TEXAS 1 1 I I I o I I ®o I 1 O I I I 1 �/ MECHANICAL ELECTRICAL ma common path ® F-1 ® _ O O O PLUMBING ENGINEER f t vel I I ABS CONSULTANTS INC istan e 54 -O I COMM. -#- 136 1 I DENVER,COLORADO INTERIOR DESIGN — — — r- —I — o — — i i------- - — — — — — — -I — r - DALLAS,TX BAAA.2 �� 1- — — — 0 � � 138 I LIFE SAFETY L BCER ENGINEERING INC 6 i i OX SOX LEGEND ARVADA,COLORADO \ " 1 DDD — — — — — � ® � - - - ® 1/2 HR SEPARATION WALL (CORRIDOR AND TENANT) \ ❑ ; ; 1�ESTIBULE _ 1 ` \ I i i I I - - 13�j I I O 1 I O 1 HR CORRIDOR WALL SEPARATION PROJECT NUMBER 2094100 RA c� I L-------- - J 1 I 1 �I \ ------ max c0 on �pa�th of tra e I 2 HR SEPARATION/2 HR SHAFT IZ45 d I s t rD -�o I ISSUE REVISION DATE © 0 0 I O OCCUPANTS IN TRANSIT 1 I I I ORiRIDOR I I o J � � OCCUPANT LOAD FOR AREA 1 1 6 1 45 35 34 © o 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE - 2 HR FIRE RESISTANCE RATING. ro 0 O ® �® - - - 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO HHH — — — — �I ❑- �o I n ° - n H I _ HAVE 2 HR FIRE RESISTANCE RATING. 1 - i I I o 3. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON — I 1 0 O U (_ _ - I - THIS LEVEL SHALL HAVE A MIN OF 1 HR FIRE RESISTANCE RATING - - - - - � I - � � - © - - - 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR 11 E:M - - ` ' ° ■ - OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION K - - - - dl� - - . ° O 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR 1 I I - I I 1 1 �- I I I I1 I 1 1 CONSTRUCTION IS PROVIDED BY CONCRETE. REFER TO - - - - - _ LL © � STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER 1 Q REINFORCING STEEL. 0 9 F= ° C ❑ ❑ C — L l — — b 015 REV #6 08/10/07 I I I 1 � I � � - - - �I I � � I I ° ° I I O I 1 1 3 012 PHASED CONST 03/08/07 10 0 1 I F 0 Q(, — — — - -4 — — — — I— — — — — — — — PERMIT APP — — — O O 009 PERMIT SET 11/17/06 0 1 I I I o I I� ax common path f t av I o max co n path of tea I 1 ` distance 104'- ' I I distance, 15' R I I max commo pa of travel distance 5 -6 \ f 1 I I I I I I dill, is rice 90, a rave h 1 REVIEWED BY UUU M / \ FEB 2 6 2000 O — — W W / ^ O I T E FROJEf_T gpFEbu rroR q itt Colorado �FUE NOR IH t PROJECT KEYPLAN \ r� A I a Q, , FIRST LEVEL M I RE EGRESS PLAN CID I R6 LEVEL 11 I CD 1FIRST CD r1j N WEST WING EGRESS PLAN CD 1 ci_1.1 SCALE: 1/8"=1'-0" 1 1 .1 1 .2 1 .3 1 .4 2 3 6 7 8 9 10 14 15 18 19 20 22 23 0 4P-0 V-0 Ill W-W PLAN NORTH-I . ,� U d- rn et co co „ ri 00 06 R 12 13 16 17 20 21 23 24 25 26 m 28 29 32 34 35 36 39 41 42 43 44 46 47 48 m m 49 50 51 52 53 54 55 56 59 61 R11 ;I is ?.,., ,cfR•':`', I II I I 9 I I III III RH II 2 I I I I I III III I I "yJll I I I I , i , I NOTE: FI I / PROTECT YS FOR T �.IC TO A I Imo, :IRE II FIRE COMMAND CENTER � n I a I �EPARAtI R�'E to Z Fri ,�� N0. 12: I RATED RETAIL 1 I I I 1 OSlJRE WITEI RATED I 4F'ESS LOAD � I 100 I I 7 � 5 PANEL-AT FAN I I I I II ION PANEL DUST S I 5 11 T THIS L V�� - 18� I Q� I ' I 1 31 31 ' ' 1 fIICTED CF Pte_' _ Q._DOOk WIDTH IDTI--I- � - - - - - - - I - - - - - - - '�rJ' Vc c: 1= 2-I.(o " <3 " I I I '2 NR RATED DUCT ,+ ° ' 1 L EL 0 IS ARG ' ' FIRE ENCLOSINE ABOVE oR I W V 0 Q. ST�4I lolZ I--I '� .2 "/ - ONTROL 95 IW1RATEDACCESS 5E ION V NT _ J L _ I N I n n �E ER I IPANELS 2-NR = — I — I II I I I — L C. =36. < WALL 1 I I III ^ a I NTA — — — — — — — — r - ~ ►'� 63q S.F.SF: I _ I I I I OF'F°ICE I , I I I I I I F�+■1 - - - - _ _ wo ALQL 1 - - �— F..I 2 I ' I RO ,'- ; 53 RECEPTION 2 I \r I I III I II LL —L � — J VJ 103 I 0 i lq3 S. . I I I 101 , - - - - - - - I 148 �. . / I-- �I H I _ I-NR WALL I I i fL - -Jl `-/ - - - - - - - - - -+ LOBBY — '� 1 max I , c m t t 5 Wl C) distan a - _ J I— N ° I 8 n 1 M OWNER/DEVELOPER - A b' Y i�45 155 S.F. VAIL RESORTS 6F C IDO LE ATOR k' L BBY BEEN tl$ (� 2 �� O ROOM� 1 12 S.F. 23 ' V DEVELOPMENT COMPANY 1 El ® — — AVON,COLORADO - WALL�- 126 D L 1 1 �I - - - - - - II RRIDOR 6 I 108 4 12 0 — - ' - - 131 I I ® 0.5 DESIGN ARCHITECT r 12 WR RATED DUCT ENCLOSURE T i ❑ i I I ® E I II I I CORRID CORRIDOR 8 I I I I � I I 109 N I 2 V I 8 I _ - u I P51 6 —� r I = ® l- -J I III _ _ _ I• _ W V.1 V �; y= A I •� 120 i - I _ �� - - - i i ' Denver, Colorado � r i4 ' r 4 Z g -- l i i ' 4 i Li X I O ' it i FX_. I �I _�' , ` ' I � J ARCHITECT OF RECORD m 8 9 r GLOVER SMITH BODE,INC tirlax comon pat f vel � ,- III 113 , _ I OKLAHOMA CITY OKLAHOMA r- ma common of travel I 8 dis ance 4 ' p 80 I 1 11 L_ CIVIL ENGINEER ALPINE ENGINEERING,INC VESTIBULE L 1�E I 53 I I ® I ' FF VAIL,col.oRADo #1 1 `� o , `�` I „ESTI max mon pa h of ra 1 — 112 - _ -� - _ � I �\ % ; % 1 0 I ,�� , 140 dirt 58 -2 _ -_ ° +- - _ - GG LANDSCAPE ARCHITECT 8- - - - - - - - - �- - r - o BURLINGTON,VERMONT - __-- I II I III - - - - - - ' f ' - - - - - i- - LL STRUCTURAL ! HAYN S WHALEY ASSOCIATES, – - - - - - – _ - - - - - - - - - - - J - - - - - - a�->=-Oars ,' -xl-1 a�E - - - INC - - - - _ � HOUSTON TEXAS _ BLL.8 ' NN - - ---- - I ' ' I I 631 , ' PR I ' O I I 1 1 MECHANICAL ELECTRICAL A I ❑ -----1 - I 51 r L I I I ° i MM PLUMBING ENGINEER I r 6 ® I I mdistan common th trav I I I I I I I I I I I I 0 I I III ABS CONSULTANTS INC 43 I I0 ® DENVER,COLORADO 91. I I LI I'i I I I I I I I O 2 5 INTERIOR DESIGN i I I I D d/ I I I � WILSON&ASSOCIATES _ DALLAS,TX -�II I - - I _ - III I - I - - 1161 - - - - -I - - - 1 I I - - I - - - - - t I I - - - -- QQ r -r - di tanc 6 'pgt of travel 1 o_ iL - LIFE SAFETY ' 1 _ -—I—- - - - - - - - - - - - - - - - RR BCER ENGINEERING INC T LEGEND ARVADA COLORADO 6 I � I - I ® ' ' I I I 1 0 1 ' - J � I - - - ■■■■■■ ■■■■■ 1/2 HR SEPARATION WALL (CORRIDOR AND TENANT) II I I ( 10 17 SS 1 HR CORRIDOR WALL/SEPARATION PROJECT NUMBER. 2094100 1082 S.F. 2 HR SEPARATION/2 HR SHAFT a+, I � O BTT.7 ISSUE REVISION DATE LA 41 6 X I I II II °R e I —� I - �_, T III I I I _—_ _ o OCCUPANTS IN TRANSIT R max comrh ath df ra I �� , 21 I % UU - �J III distance ' 8"� I I 21 r"n�� • �( - - I J i® ---- I III I I .�,\ n „ I 42 I I °;� �' 1 ._. OCCUPANT LOAD FOR AREA 1 ° I ® XX 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE 21 6 _ - - I I I ® O O III ma I f ath o I . + ' 2 HR FIRE RESISTANCE RATING. 1 qr I 0 O I p _ I Ill I 2 ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO . I I I I Q I I I I _ distia -11 HAVE 2 HR FIRE RESISTANCE RATING. 3. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON 22 I d I _ - THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE k I _ I I I III I I RATING. II I I w I 6 I I I � 8 I I I O I � 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION o o INFORMATION. TOV REVISION UPDATE 10/05/09 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR CONSTRUCTION IS PROVIDED BY CONCRETE. REFER TO RFP#096 07/16/09 `J I = Q Q D = _ (] O �� = � I� � - ` ` RERNFORCING STEEL.GS FOR REQUIRED COVERAGE OVER BAAA.2 - = i ASI#32 04/11/08 } 1 � �. � I , AAA. i X BOX I - 1 _ _-� �� RFI#262 R2 03/20/08 ❑ 1 I I _ _ I _ ___ - —_ _ APPROVED 015 REV #6 08/10/07 to all - ...•.- E I — I I i I I I , t� I I I I i � Subject to Inspection and Compliance b max c on path of tra el ' O I O -� 9 48 relevant Adopted Building and Municipal Codes. 3 0 BEEE.8 12 PHASED CONST 03/08/07 _ _ _ l_ _ I _ I I _ _ dirt 61'-6' \� � — — — � — — — — — — — � — — — — — — � _ — — - I - - - I - - Changes in Plans MUST be approved. _I _ _ _ _ _ _ _ _ _ r - - - - - - - -I - - - - �- - - -1 - - - - - I —~- - - - - ' -J - - - BEEE.8 Date `-_12--Q9 By e�.%A - b(-, PERMIT APP 6 FFF 009 PERMIT SET 11/17/06 I I I - I I U V i I i �1-- � � Code: 34 I I I I I 8 E C L--J I I ------ - - -® I] I I I I ' ' ' ' El � I i SAFEbudt Colorado opejolo0 ll!ng3AVS TT ® wpm -4 :apoo i � A e;e0 LL --- O e I III t-- - 2 6 I 1 a Icomm path of v LLL _ I sue ul saBuB43 I I ' MS. , I I I t nce 3 -O M •panadde aq 1S(1W Id I 3,531 P. S DECK AREA I sa o i W ue 6u! In a,do uena a� edhlun p hI 8 p pt/ l 9 $ lie of aoueydwo0 pue uonnadsul of toai n 13 1 3 �I I _ ---J -- -- -- nddd NPROORJEH CT NI — NOR M4�I PROJECT KEYPLAN - — QQQ.4 -nth of t a I �.O,I • w nc n, p , Town ®� Vail FIRST LEVEL 1 -8 S LE � I I I \ I I I I I I � - I BSSS 3 # 105 - R r OFFEE ma common a rave - 1111111 1 I p — — — — — — — — dis�nce q8'- / I I I - - - - - - I I '4 I I I I �� SSS.4 1 C-0 OC f 0 a 2009 tr= In= � A Ira . � � I I ,'� � _�—• � CENTRAL SS FLAN ,.O I%l OF \JAILI � �? 48 50 54 55 57 N 61 S 20 23 25 27 27.8 28 ' G 1 1 . 2 o � x . . SG,4LE: 3/32 =1 -O m m m m O 4'-O' 8'-O" IZ'-O' li'-0" a PLAN NORTH | � | 36 39 41 42 43 44 46 47 48 49 50 51 52 54 5556 59 61 62 63 68 2 cp 00 00 00 '61 ` M M M ' | / / ' AT THIS LEVEL.- 109 11 r) RATED 1) —LEV—EL OF— tDISCHARGE [ON FANIEL OSUFE SMALL BE OF Fin vl� I ADXMLII::� ALL As F -1 Ilk 0 /L 4-_ - I - - I - - +1 1 1 1 1 — — _�`IIL H_ 2 j 41 11V I I 61 LA I III I I I I DEVELOPMENT COMPANY 1 142 1 44 DESIGN ARCHITECT ELEC. U jg ELEV F14-3 ] U- Lj F1481 4240 --Jl --I- _=i: I= i I I rly/11 i _1 1-j- IL F_ LOBBY max Comm f tirt e W LL- ARCHITECT OF RECORD c Istance 46' L OKLAHOMA CITY,OKLAHOMA IL Lj 53 ta, g I I — CIVIL ENGINEER IN IN I 1 11 ALPINE ENGINEERING,INC STI LEP m -nmon pal h of ra F1 111, r,3,-9, VAIL,COLORADO IN 7D— L z BURLINGTON,VERMONT w STRUCTURAL ENGINEER AL-L-GARI ip 4144-A== '11111 - A — __<� LL HAYNES WHALEY ASSOCIATES, Ell HOUSTON,TEXAS 111111111 NONE 1111 111111 To 0000 0000 0000 OOON "0' MR 14 1 6 PLUMBING ENGINE 0 ABS CONSULTANTS INC 01 0 DENVER,COLORADO 0 2 I I INTERIOR DESIGN F WILSON&ASSOCIATES ma 0 Lu DALLAS,TX t a nor-T roo I P-C'Ph of travel _X MAY 0 I= -tr BCER ENGINEERING INC distance 63' LEGEND ARVADA,COLORADO A 2Ts.Q L| � � -� 1/2 HR SEPARATION WALL (CORRIDOR AND 1 HR CORRIDOR WALL SEPARATION PROJECT NUMBER 2094100 -- -- -- 2 HR SEPARATION/2 HR SHAFT 6 1 max common Path �f_t�411 ISSUE REVISION DATE F 137.9 OCCUPANTS IN TRANSIT ~� / NINA OCCUPANT LOAD FOR AREA 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE ma j IL A a 2 HR FIRE RESISTANCE RATING.0 v j /1 - 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO HAVE 2 HR FIRE RESISTANCE RATING 3. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON ' ' THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE / RATING 4' REFER TO PROJECT GENERAL INFORMATION SHEETS FOR OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION ' INFORMATION. 5. RRE RATN�S FOR COLU�N3. BEAR|NC V&�LLS AND FLOOR - CONSTRUCTION |3 PROVIDED BY CONCRETE. REFER TO | STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER REINFORCING STEEL' 44 CORRID EE � PERMI APP �1 Low.- 009 PERMITSET 11/17/06 ONION FEB 26 Z008 nce le, I II wora o -11 AIL u PROJECT KEYPLAN � 1W �---�' u' / ' FIRST-�� FIRST LEVEL EGRESS PLAN 71 co SCALE.- 3/321=11-011 " wd �� 4��" N��" ��" ��u�" 102 ~' U � / � 7� . '7 T ` E, THIS `GA ~ � -� ' / / / | | | | | | | cn CEO � 1 1 3 44 53 54 59 1 1 .1 1 .2 1 .3 1 .4 2 5 6 7 8 9 11 12 13 16 IS 20 21 23 24 25 26 28 29 32 34 35 36 39 41 42 43 46 47 48 49 1 II„„III,,,',1 I I I I I I I l 8 1I 1 I I I f 1 I 11 1 I I I II I I I II I I I I I I I I l I R I I I I I'I I I I I I I I II❑_I��,s- _ 0 I I IIIIIII 1 II I I I I 1 I I I I,I'I I I I --5—_2—� 5I I I II I 1 5 I I I I I I I 1, _--5-_6 I I I I II I,I II —'5I I I I I I I,I I I —8 II,,IIII III1 I I I I I 1 I I,,I I 3 J_-d ls t64 - ' 6!I I I 1 I I I I I I I I, 8 7I I'I I'I I l'I I I I 2--- --- -—_- -- – K 10O►►�y-- -1/ /�. 1 9 / 01 C E � '7J 1 1 R 1 RG �4 � O max f tr el dts to _0. °_ - _ _ _ _ _ - — StA1 NO. 2., I I 11 1 I I I If d x a f travel u bp N ECs SS LOA L ° ° I At THIS LEVE 541 ,2 21 G OOR I TH " - - - - - - - - - — — — — — — — — — — — — — — — — — 3 I/2 REQ I STAIR DTH O.2 / 1&.61 c 44 TUAL D_ 2D ax v ma g. I o —�f 1 on travel dtstanee tT � - - - - 22 H max a N M OWNER/DEVELOPER- LL I VAIL RESORTS® / _ DEVELOPMENT c m o R COMPANY An, watt T / AVON,COLORADO V ® 1 V.1 — DESIGN ARCHITECT<1141 7 .000, t o N.a��'� �a THUDON VYH TJ TZ DHU T V Y Q J H/D H T U i t�_-——-- --- —_-—_-- �--j—1 I I I I I I I I I I I I I•– 6 I I I I II tI I I'I I-_/I I-_--- — --_ I l I II I I I l I I I I I r5--\'/—O---®G\fi—_/—i---G—t�a.n—c=e�L--I I I I I 1 I I I I,I I I I—_pd�——8is—/"'t-a�nc/e--E_T 9 II I I I I I I—'-®—°b\' '_--/\_---L--\—O—o\®°m—a._T 8 ix-�-c-—\o�— -V—e_—t.--i_---I I I I I I i I,I I. ' I I I I -2_- •®� I g-_-- ®-ma-x a'I','n I-_a+--t-„—--_---R®--v E 1 e 'I I 8 R Z16 4–s I I I I I I I I I ®--_aI 6—n�_• -a_•-I I -- n-3oe I I LI,I I I e 8 n e l q ,I l,I I,I I I I _--E --- �-- AIR �o S NO. 1.. ° ' a ! I d o— -- - --- - – 4240I I I 1 1 I 1 I I 1 I 1 I I 1 I I I A A — - --- -- o - 14 LH LVE 18 ma ath of travel 2C 9 CC ma ' th o — DD PT� U B EF F E U B TNROURE TC Denver, enver, Colorado olorado 11 1' �3 2 1 Q. STAIR ).2'/ ARCHITECT OF RECORD , GG GLOVER SMITH BODE,IN C_ _ _ I I 1 LATE I OKLAHOMA CITY,OKLAHO M A I 1 HIS AREA MOBx 8 ath oft l f travel iance m comet pa H H — — — — anee -8' ALPINE ENGINEERING,INC VAIL,COLORADO nLL 3 a Ole F_K K 4 trvel dista04 I I U PP LANDS ITECT -N ,o - - - - - BURLINGTON,VERMONT I J — — 00 R 3 _ _ _ _ - - - — STRUCTURAL ENGINEER/ rn ah avel max e o d—t — of travel ,- HAYNES WHALEY ASSOCIATES , � df s 81 � INC 2 max common� f travel SS HOUSTON TEXAS / 12 distance 53I — I 3 R1 3•p2 thof tra _ _ _ - MECHANICAL ELECTRICAL PLUMBING ENGINEER ABS CONSULTANTS INC x comm pa.astanee o of tra I 207 I DENVER COLORADO WW I 1 - C I! 1 1 mg ah 2 10 STAIR NO. 4. INTERIOR DESIGN T @XX WILSON&ASSOCIATES 202 EGRESS LOAD DALLAS,TX AT THIS LEVEL. RE ZZ LIFE SAFETY DOOR W D-T BCER ENGINEERING INC max of ARVADA,COLORADO REQ. N = 14.8444' AGTUAL F o; f eve EEE. h - - - PROJECT NUMBER 20941 00 r travel BEEE.8- - - - - - -� _ _ _ ISSUE REVISION DATE GG FFF s= - - - - - - - - - - - - KKK on Pa* i 12'-2' 1 11 x p th of el M M M K 0 Ce #2 ds N N N = M a s% e LLL 10 P Q Lw ve I max ,p max �a av I$ o e etenee #20R - 5 CRL RR RN _ _ — _ - - _ _ _ _ _ _ _ _ _ — 6 015 REV #6 08/10/07 - - - — — — — — — — — — — — - - L — — — R R R13 3 012 PHASEDCONST 03/08/07 PERMIT APP 009 PERMIT SET 11/17/06 s REFER•- G;1, 2, 3 REFER,- . EGEND 6 1 1 .1 1 .2 1 .3 1 .4 2 3 6 7 8 10 14 15 18 19 20 21 22 23 42 8 50 51 52 53 54 55 57 60 61 62 65 66 E -0 1 HR CORRIDOR WALL/SEPARATION 2 HR SEPARATION/2 HR SHAFT PRO,E= NORTH PROJECT KEYPLAN NOT OCCUPANTS IN TRANSIT SECOND LEVEL EGRESS FLAN ST2UC UR4L GRIDS IDENTIFIED � . o SCALE: 111611=11-0. AS Ai�cU'FXT-1ZQWW AREA O 8'-O” 16'-0' 32'-0' CONTFTOUS THROUGHOUT \I 1 5UIkDW4&AVESMI IA Y& THIS LEVEL TO HAVE SECOND LEVEL FL,4N NORTH 2 HR FIRE RESISTANCE RATING. EGRESS PLAN L To HAVE 2 HR FIRE RESISTANCE RATING 0 3. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON CD THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE Cojova& EU<<t RATING. PF . REFER TO PROJECT GENERAL INFORMATION SHEETS FOR S OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION INFORMATION. 0 5 FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR CONSTRUCTION IS PROVIDED BY CONCRETE. REFER TO G1 • • O' � ) STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER 0 f REINFORCING STEEL rn s u rn | STAI NO. 2,11 1 EGRESS LOA ' AT TRIS LEVETI- 54 _j fREQ, iDOOR IDTH Ii) REQ, STAIR WIDTH 10, 211/ )4 Oca = lro,a"< 44" JGTIJAL 11M 12 0 *4 0 max cc: nmor �ath of travel u distance 1- -1 Fib- qORRIDOR ri VAIL RESORTS DEVELOPMENT 2 1 DO COMPANY S!.;1;7—fRE55 LOAM AM THIS LEVEL.- -15 max =mmon bath of travel DESIGN ARCHITECT 2C 11 4M clistarce 48' ,4' 1H -53 1/211 #21 4240 STAIR WIDTH eq,2V 1 (00 11 < -4:4 AGTIJAZ Denver, Colorado L "VIE C:ORRIDOR ARCHITECT OF RECORD max GLOVER SMITH BODE,INC 7 —17 clist, OKLAHOMA CITY,OKLAHOMA CIVIL ENGINEER ALPINE ENGINEERING,INC 0 common path of VAIL,COLORADO 2 el distance 50'-&' 4 0 01— LANDSCAPE ARCHITECT 2 BURLINGTON,VERMONT d Is tacn 1-4 6 STRUCTURAL ENGINEER 0 INC MECHANICAL ELECTRICAL PLUMBING ENGINEER ABS CONSULTANTS INC k1l DENVER,COLORADO INTERIOR DESIGN 0 3R WILSON&ASSOCIATES Ell DALLAS,TX LIFE SAFETY ax comm n path o 11.1 07 BCER ENGINEERING INC Istance 70'-5' LEGEND ARVADA,COLORADO j AT \()(0 8 HOUSTON,TEXAS. ~~ T I — — — — — — 1/2 HR SEPARATION WALL (CORRIDOR AND � ~ —n—n—m— 1 HR CORRIDOR WALL/SEPARATION PROJECT NUM13ER 2094100 2 HR SEPARATION/2 HR SHAFT - 114tt THIS AREA— 2 ISSUE REVISION DATE OCCUPANTS IN TRANS[[ / OCCUPANT LOAD FOR AREA RA ma x common 1' ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE 3 HR FIRE RESISTANCE RATING. 2' ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO | | | HAVE 2 HR FIRE RESISTANCE RATING. | | | TRASH 3. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON THIS LEVEL SHALL HAVE A MIN OF 1 HR FIRE RESISTANCE RATING. 4' REFER TO PROJECT GENERAL INFORMATION SHEETS FOR OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION 211 1 INFORMATION. 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR CONSTRUCTION IS PROVIDED BY CONCRETE' REFER TO ' ' ' ` STRUCTURAL DRA�|N�S FOR REQU|RED CDVERACE OVER REINFORCING STEEL' I L L1770— 012 PHMEDCONST 03/08/07 F1 9 F iE3 L A\ M M- � - M .. 11 � I n 0 PERMIT APP max common path tr4 El distance IGT-5' 11 J��- 711 L 009 PERMITSET 11/17/06 Ali 7-�J L u I g Q TO ;—,777 -- !-- I JLL��i 7 I UK I i I , r- w-- Ej::::1�1 FM ILJ Li 2F a I max cotT ncn,? max common tr 3 distance! Ph of tria, I max comme) pth t Vol ;;Zu 11 7 #201 —9203 #205 REVIEWED BY NOR� PROJECT KEYPLAN FEB 2 6 2008 Cr SAFEbuilt Colorado ^^ �� | | | | | | | | | | | | | | | | U | | ` | | SECOND LEVEL EGRESS PLAN � CD CD SECOND LEVE 0ma xc stan IF L EGRESS FLAN WEST WING d '4- 112W 116W G1 o2ol PLAN NORTH 10 RG RD STAIR6 NO, 2.- max c min pa of t4el 0 dIst (60 - AT TWIS I in-ill a nT EGRESS LOA L e LEV, 54 L 12 #21 ET 21 1 L 0 REQ, STAIR WIDTH 10,211/ 11111 1.4 ------------- F), T "o 10 1 2D -V max commor path c2truv 11 1-C m rlm"&4p 12 m �Uftm # Cma Inmon �ath of travel ' 'I nL� M //17711 8 J Z ELEVATOR —11 OWNER/DEVELOPER L055Y El F2 0-3-1 ELE F2001 VAIL RESORTS 202 77 DEVELOPMENT —[A- 215 COMPANY OH LE . 21 A A - - 1- - .— —CORRIDOR El 12011 N/ 4240 El 0 Denver, Colorado S1 II E "E 7 El M T list F=7A" 1 , -� ARCHITECT OF RECORD GLOVER SMITH BODE,INC hwul r= 8 distance 48' 4' e -E 2C L -1 CIVIL ENGINEER I> 9 ALPINE ENGINEERING,INC #211, LL H F2-0b-1 max comt,on path of t 5 el THIS AREA AFEEM051L INC commO pa In f travel NN. / ' PLUMBING ENGINEER Ini" common path of ABS CONSULTANTS INC E DENVER,COLORADO INTERIOR DESIGN travel distance 50'-ro' L V- LI QQ DALLAS,TX E1:1 LIFE SAFETY BCER ENGINEERING INC LEGEND ARVADA,COLORADO 0 A ma ta 0 path 61 travel )mmg of travel # % — — — — — — 1/2 HR SEPARATION WALL (CORRIDOR AND 4f tll� 1 HR CORRIDOR WALL SEPARATION PROJECT NUMBER 2094100 2 HR SEPARATION/2 HR SHAFT ISSUE REVISION DATE Ix common path of - 3R c stande 31-21 � � OCCUPANTS IN TRANSIT un07 ~� 0CCUPANT LOAD FOR AREA 1' ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE 2 HR FIRE RESISTANCE RATING. 2' ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO HAVE 2 HR FIRE RESISTANCE RATING. 3. ALL ROOF CONSTRUCTION ((F APPLICABLE) INDICATED ON � THIS LEVEL SHALL HAVE A MIN OF 1 HR FIRE RESISTANCE RATING. 4' REFER T0 PROJECT GENERAL INFORMATION SHEETS FOR OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION / INFORMATION. | FIRE�E RATNGS FOR COLUMNS, BEARING LS AND FLOOR ^-- CONSTRUCTION IS PROVIDED BY CONCRETE' REFER TO STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER � REINFORCING STEEL PIL�UEDCONST 03/08/07 Al tu U) F-,- 009 PERMITSET 11/17/06 lop 11 F7117-7QF711 Icclis nce 12-2- REVIEWED By _j e FEB 2 6 200a WIN PROJE'r 2 lop� istance I'- � . � SECOND LEVEL � �� |#205 EGRESS PLAN co U CD | | � SECOND L | EGRESS CENTRAL AREA FLAN �2- ~C:- E.- 3/3^o=1/-0« 0' --W-0 W-0 QD 6& 1161-0 G1 * 2 * 2 PLAN NORTH ' .' | 41 42 43 44 46 47 48 49 50 51 52 53 54 5556 58 59 60 61 62 63 64 68 72 T?7 T 7, T TT 7 T El El max commo jpj .ho2CV f Cf of travel 0 rl Jt' x comm 4a e 01 q"� T I A n E III I I I 1 0 # 22 u IL 771 Al L Ell -jo LE 11' M vrr-j 7P7 a r? V4 42 EMI L" OWNER/DEVELOPER Fm 0 OR ELEV. L _j VAIL RESORTS 219 ILI E L.E C: DEVELOPMENT El S JZ E222 X COMPANY 221 r AVON,COLORADO EJ22", 1 tanc 35'-4' DESIGN ARCHITECT BB A EE 4240 distance 4 '-0' FF Denver, Colorado OF GG ARCHITECT OF RECORD r GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA THIS AREA AR MOEa3ILE ,ice 7 El 0 CIVIL ENGINEER In F 0 ALPINE ENGINEERING,INC 1113 VAIL,COLORADO LIE S E GROUP PIP BURLINGTON,VERMONT V I - I . I F_ -8, E=11 QQ STRUCTURAL ENGINEER RR INC HOUSTON,TEXAS max common _b of trave�l_ SS MECHANICAL ELECTRICAL 3vel # distance 52 6 PLUMBING ENGINEER I ABS CONSULTANTS INC DENVER,COLORADO �j INTERIOR DESIGN max common at a F travel WILSON&ASSOCIATES distance 53' 1011 DALLAS,TX ,n,r . LIFE SAFETY PER BCER ENGINEERING INC LEGEND ARVADA,COLORADO ww N IF] 1 /2 HR SEPARATION WALL (CORRIDOR AND TENANT) ma 7 o r C STAIR NO, 4.- l HR CORRIDOR WALL/SEPARATION PROJECT NUMBER 2094100 0 CD # EGIRESS LOAD ISSUE REVISION DATE AT T�415 LEVEL.- 4 0 2 HR SEPAR4J|ON/2 H� �HAFT OCCUPANT3 |N TRAN�|T - R a, L, , OCCUPANT LOAD FOR AREA 1 ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE | | i=04 El 2 HR FIRE RESISTANCE RATING N 2 ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO _j &m HAVE 2 HR F|RE RE3|�TANCE RAT|N� 3 ALL ROOF CONSTRUCTION (|F APPL|CABLE) INDICATED ON N THIS LEVEL SHALL HAVE A MIN OF l HR FIRE RESISTANCE | 5 EEE RATING / 4 REFER TO PROJECT GENERAL \NFDRw»T\oN SHEETS FOR -�--------' OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION FIFF INFORMATION N 6 5 FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR � CONSTRUCTION IS PROVIDED BY CONCRETE REFER T0 El R_ ___ - r�i STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER N REINFORCING STEEL 40 =1 5 REV #6 08/10/07 \1 I . 4 1- (9 3 012 PHASEDCONST 03/08/07 _j M common path | dis nce -12'-2' max c on path oft el PERMIT APP L31 Ce12 #22 NNN max co'm' m th el 1 92 distance N'-2 MMM REVIEWED By RN FEB 2 NO=) PROJECT KEYPLAN SAFEbullt Colorado SECOND LEVEL Ln N EGRESS PLAN CD CD | | ' N K ~�� N ~-~ �3x�~� ON D LEvEL 62 65 66 70 111111 S EGRESS PLAN EAST W-ING 50 51 61 9 69 0 *-a V-0 01-0 *'_w G 1 . 2 * 3 CV d- cn cn cn cn cn cn 47 55 y 1 1 .3 1 .4 2 4 5 6 7 8 9 11 12 13 16 17 19 20 21 23 24 26 28 29 32 34 35 36 39 41 42 43 46 48 49 50 51 52 53 55 56 58 60 61 62 63 68 72 I I I I I I »...�» ; II R11 I II 10/I-I a /O I I I I I I I I I I I 11 I I I I III II I I I ,I I I I I II I I I 10. R I I I I I II I I I I ( I I III I I I I I 1 I I I I 11 I I I ' I ' I I I I I I I I, I I I I I I I I I I I I I I I1 I I I I I I RH.1 max common th trav R J STAIR NO. distance� I el I I I I II II I I I I I I I I I I z � ® � I I I A I F s ance - A I I I II I I I I I I I I I I I ,1 I I I I I I I I I I I I I ,II , 1 I I 1 I I II I I I I Al THIS LEVEL.- s 8 I 1 I I I I I 1 1 I I I I I 1 , I_ I 1 I I I I 1 I, �1 Q. D WIDTH a 11/2' 10 L Z 13 O 15'/OCC. 13.2'<33 1 Q. STAI I TN � .2'/ 14 # 6 lI O I 1 II - - - - - - - - - e ' V11� � 0 _ ,L�� I I I I I O I 1 II / 1 - I 1 I I I I I I I D 0 1 I i I ® - r 1I - - - - - - - - - - - - - -1 - - ., 11 L Ia I I I I I I I I I II o � — - F F� II I I I I I I _ max a of travel t~of tray c I 11 1 / I I I I p I me on of travel max eem , I I I I I I 1 I I I I I I - 0 - �� - o s� -I - � ��- - - - - - #312 I I --II— I I 11 � _ � " max path of tre $ I - - - - II `+• I I I I 1 I I I I I I I I I 1 1 1 , diets -7 I , --J �1 ® , 11 C, 1 I Lr 1 ' K 1�1-111 W I_ _ _ _ F L c I I I ' Q I I I I I I , I I I I 'I , I I I I I ® 1 11 ❑ I r �� I ❑ I 7 r I _ 1 L I 1 O II I P S ' I I I � � I I I I ,� I I I ❑ 7 1 —I ❑ ' I I I I Y �-O I I I - I 93 " I 1 �7A TED comzlt>� ( I 1 R / I 1 6 AkAT10N era�1. - - - - T — - - - - - - - - ' - - - - _ -� - - - - - - - 1 24 1 - ' J OWNER/DEVELOPER I I I ❑ V - - - - L1 - - I- - - —I-I - - -L— - -I - - - - - O- a ® ® ; I I I I I' 9 I I I 1 ® COD I U I I , ' ❑ _ _ _ _ _ _ I - - VAIL RESORTS ==j=--=L- - =L - - - ' - 1 '- - - - �- X - � I - - L 1 - - DEVELOPMENT Z - - - - - - - - - - - - - - - - - - - - - - ❑ I ; _ .� --------- a COMPANY AVON,COLORADO � � a path of tray I I 1 I r I' I Ito 38'_4• 1 BB AA - - -� - -� - -� - f- - - - - - s I I - rj L max In , ath of travel C C - - r 1 I- - —� - -fi - - - — - - - $ dicta 4s I j I II i i ❑ I _ EE CIO" 1 I I I 0 O j max i nee at of travel I - - - - - DESIGN ARCHITECT max ath of travel max - - - - - - I - - I I _ distance 'p9, dtsta 'I-3 - - - I _ �F2E55+LCzA1� - - - - - - - -1 - -- I I ^, G I a L Moel I a AAA 1 r �, 'G H H t fi E�v'Et: 1 - - - - —11- - - I - - - - - I- - - - - �� " i fi o1 - 1 _ I I _ 0.15'/OCC.= 12.3' 3 1 I 1 _ 1_ _ 1 _ _ _ _ 1 - - - �` 1 I 1 I I 1, o I ° �� i HH Denver, Colorado Q. ST IR WIDTH �.2 / __ -- I I 11 I ,2rc-CC.=16 �' < ��' ,� JAL a I I 13 13 I I 0 --� 3C,a I LL IF I I 2 K K 1 �'R4- ® common path of 1 i I j ' I ,1 I I travel distance 50' 6 1 I I I I I max ath of trey I I 1 I 1 1 _ - - _ ARCHITECT OF RECORD / I #30 ❑ I dlate 61 p8' 1 I 1 1 ! - - - - - - - _ _ _ _ z _ I - _ - I - O _ _ _ - - _ _ _ - P P GLOVER SMITH BODE,INC - Cyr d 6 '-8' \ L,_ OKLAHOMA CITY,OKLAHOMA Y Ida f I 6 - - - - - - b - - - - - � - - - ---- - QQ o o - - 1 / 1 f 10 1 QQ CIVIL ENGINEER // t!J' I I s ❑ I 1 I I 1 I p I _ _ _ _ _ ALPINE ENGINEERING,INC max common of avel , max common p of travel O 1 distance 6 -I I distance 52'-6' VAIL,COLORADO - - I I 1 1- - - - - - - -I _ J 1 RR ' 1 _IJ I LANDSCAPE ARCHITECT ®! I - - - lstance'14'-2' I L J S S 404* I I _ 12 distacommon'11 wev�l S E GROUP >4 k.<�. C_� 1 'I.' _ - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - I I -� BURLINGTON, ERM T 3R I I I rr I 1 , I , I 1 I x moron path of tre - - I - - U U V ON ' ` _ I 1 sta►�e 53'-2' ®® ' lsx co"e I'-oa of tra I 1 0 / I I I 1 I 1 11 I I I I •I I _ o �` STRUCTURAL ENGINEER 2 1 I ' WW HAYNES WHALEY ASSOCIATES IL=-3 - - - - I I 1 ma ath o C INC 1 dis 6' \_/ 10 I I HOUSTON,TEXAS ' I I I I I I 1 ®® ® ® I XX I I - I I e I I I I I #�02 I 1 1 THIS AREA I -� II I I 1 I 1 1 1 1 I I I I I ; #3 6 MECHANICAL ELECTRICAL PLUMBING ENGINEER ¢ r _ _ _ _ _ _ _ _ I _ _ _ _ i _ _ _ _ _ _ _ _ _ 1 _ _ _ I 1_ - _ - ABS CONSULTANTS INC -117 Ts I I I �— 1 I 1 L� 11 I 1 I A DENVER,COLORADO distance '-8' ® i I I I i �I I /-\ INTERIOR DESIGN ' s ® I I - I r-- ® ax common,pat�.h ( ave I I I I I " �" I I I I 4 ' ® ® I _ _ _ CC WILSON&ASSOCIATES DDD I I I I I I I I I = istanee 64-O 01- 11 I A o 1 I , ® I - - - - - - - - - - - - - GG ® �� ® I - _ _ _ _ _ I — - �� - 4 i i - ma I trava�_ STAIR NO. �: E LIFE SAFETY j ( - ® I - I I� _ _ BCER ENGINEERING INC I aJD 3EEE.8 ARVADA COLORADO ,- L•- - --- I AT THIS LEVEL: 74 F > u1' -- I: ,a FF I I ■ �r I REQ. DOOR WIDTH t �I I D T SEF I e ST I `G 1 1 I 1 I ' I L 1 I 0.15 /OGC.= 11.1 <33 1/2 T ® I t,�•- I I I I � I I j j ® �®° Op I! PROJECT NUMBER 209.11 00 I r� ❑ ; t_ r 1 �� ® I — - I ST IP, WIDTH 60.2"1 _ - - ' I _ - - ' i� i� 01. 3. 1 I I I ' 1 11 I I OCC.=14,V<44 AC; KKK — O I I m common a hf trave ISSUE REVISION DATE 1 I I 1 1 11 I I dis nw 12'p2' LLL �____ - ja L I I C 2 I dsta ,o;hoftra,.el I MMM I � 1 ' ® 91_path of el I I 1 III I -� I O ® j j , I I aww I I I I❑ - I_ I I I I I I I I I I NNN - I■ rce 18 - ® ' �--- �I i I L1 1 I ' !® ❑ I I I 1 I 1 1 1 1 I I #3 I 1 ' I , 1 1 - - ---_- - - ' - - 10 - - I - - - - - - - - -I - - - i R 1 :WW:>. — I #3 1 i 1 3 N 1 I I 3 I 1 _ _ 1 o die:te coff � �p8 th of tda I max eomm path av I I / \ \`I}, I �/�/ - - _�_ _ _ ^^^ _ mex�moron o travel I I- - - - - #gp� _ stance 1 R L I I\ I I I sxx — JVv► t{J�I�,J ' TTT - - II I I I I 1 I RI I II I I vi I I I I II I I I I I -- I I I �EAST ,4 � INCA i --1. - - - - - - -� - - - - - - - - -� - � -1- - - - - 1 - - � — , I i 1 1 I I I I I I I ► I I I , I I 1 - Cz1. 3. 3 RN R14 � I 1 I I I I UUU �� I - - - I I — — ' - - - 1 - - - — — — I - - - - I - - - -'- - - - 1 - - - I —'- - - - - - - "a I - - - - - - —'—"- - '—\ — �� 1 R7 I , 1 I , I RP I I 1 - - - - - - - R13 1 REVIEWED BY 015 REV ##6 08/10/07 6 II II II II I I I FEB 2 6 2008 3 01 PHASED CONST 03/08/07 I I I I I II I I I I I I I I 1 PERMIT APP I , I I � I I I I II II II II SAFEbullt Colorado 009 PERMIT SET 11/17/06 1 1 I 1 I 1 1 .1 1 .2 1 .3 1 .4 2 3 6 7 8 9 10 14 15 18 19 20 21 22 23 25 27 28 31 33 36 38 42 48 50 51 53 54 57 61 1. 62 65 66 67 69 70 71 CI-4 cV r7 d- t17 cfl i m m m w n m 1/2 HR SEPARATION WALL (CORRIDOR AND TENANT) 1 HR CORRIDOR WALL/SEPARATION 2 HR SEPARATION/2 HR SHAFT O eROJecr NORTH OCCUPANTS IN TRANSIT roR�H PROJECT KEYPLAN OCCUPANT LOAD FOR AREA "'THIRD LEVEL EGRESS FLAB 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE 2 HR FIRE RESISTANCE RATING. N �3- SC��E: ,/,��_,i-On 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO THIRD LEVEL o O 8'-O' :'-w 32'-O' HAVE 2 HR FIRE RESISTANCE RATING. EGRESS PLAN 71 3. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON PLAN NOWk THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE 00 RATING. C) 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION INFORMATION. 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR CONSTRUCTION IS PROVIDED BY CONCRETE. REFER TO o� STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER M1 REINFORCING STEEL G1 * 10 0 d- rn u d- rn cD 1 1.1 1.2 -4 1.3 1.4 2 5 6 �' 7 8 9 11 12 13 16 17 20 21 23 24 26 28 10 2 9. 10 R9 ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I 10/19/01 II I max common��tath travel S i NO, distance q3 - O , I I I I II I I I I I I I I I I I I I I I I {I I I I - I - I � Aa - -- - - - - �� ,4 THIS LE EL: - - � - - ` , \ � I I I I I I I I I I I I I I I I I I � Q' D00iR WIDTH � I " ' I 10 I L 0 1 E�"/OCC. 13.2 1/2 Z I I I I I I I I I I I I ' I I I lz Q. S AI WIDTH Z .2 II/ L # 1 O �I ly I I I I r_-- I i V O Wa II I I O I II I I I I I I I I p Ii a - �- - - �--r- - - �- 7 - � - - - r - --�– - - - � - - � - - � - - I - I-I - - - -+ 1- - � - dcl, V I 2 ° I Z I I ®_1 I I � I �- II I I I I i i 11 #312�� I Q - � - - �- - - - - -� - � - - �- - I- -I—+- - - - - � - 1-- - max c mo ath of tray 8 I I 1 ,p , II I I I I I I I _ I I I I I I I I I I I I I I U I dicta , oe% I 1 � I- I . $ T - - - I � I 1 -- r 1 I OWNER/DEVELOPER I II I I I I ( I I r-A I I I I I I I I 1 I ' I I I � o VAIL SORTS Q - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - ---- 1 I 1 co l 0 1 DEVELOPMENT t t I DR I � 24 S - I - - - - I I - - - -I - - I - - - I - - I - - I - - I COMPANY I AVON COLORADO V 771- I D 0 7 w . .... ......... - .. .■.....■ .--.. I - - - 4_ - - - - - —� - - - I - - -- - -- - - _ - - - ® - - - DESIGN ARCHITECT --- ---IIFF--- I I ■ O ii I - - 4- - - I I I I I I I I I I I ' 7 H L - I 4240 Q rst i i t I i I I I I I ----�I Denver, Colorado CC I I r I 1 max c mmon ath of travel j ARCHITECT OF RECORD , . i I I I I I � 1 dicta ce 48 �. - - 8 I I GLOVER SMITH BODE,INC - - - 1 I - OKLAHOMA CITY,OKLAHOMA I I 1 I 1 T �T � � 1— 7 �� o I _ CIVIL ENGINEER I - ALPINE ENGINEERING,INC _ 1 max com of travel-I - distanceP.Rath q' VAIL,COLORADO I I I + Q I I I I I 1 ■ I I II' I<I< I I I I 1 ■ - - I - LANDSCAPE ARCHITECT Q. O1� WIDTH I I CORRIDOR 1 ' I S E GROUP 306 I I I BURLINGTON,VERMONT 12. 3" 3 1/2 " I 0 1 STRUCTURAL ENGINEER ■ hl I D TH 1@ O. 2 "/ I i I 1 HAYNES WHALEY ASSOCIATES, I I I I I " 11 I I I I I — I I _ � f,.. ,(� � I I I I INC �C;G, I roll 4 44 ,4�TU L 2 1 I i HOUSTON,TEXAS common path of travel distance 50'-6' 1 I I I I 1 i i I MECHANICAL ELECTRICAL I I I I I I I #30 I ® I I I II P 4 I LUMBING ENGINEER L - ____ - - - 1 - - - - {- ® - ABS CONSULTANTS INC I - - 1 I 1 d a e 6 DENVER,COLORADO max c mm p h f ve) I I I I \ I \\ I I I distan 6 I I I - - INTERIOR DESIGN ° ' ___ I 1 I WILSON&ASSOCIATES --J R3 ' DALLAS,TX I I I I I I I I _ 8 I I I I I LIFE SAFETY I - - I - - - - TT L ° I I j - - - - - - - - - LEGEND BcA vENGINEERING INC N 1 ® d I I C�rstance 74'-2' ' ■ ■■■■■ ■■■ 1/2 HR SEPARATION WALL (CORRIDOR AND TENANT) 0 12 I 1 I I I I 1 HR CORRIDOR WALL/SEPARATION PROJECT NUMBER 2094100 3R I I i I i 2 HR SEPARATION/2 HR SHAFT ISSUE REVISION DATE IY � ® - I I I I I � EAi w \ I ax comm n_ a I°t tra I __ O 307 I 1 _ I stance 1 Zp' 1 U i 1 O _ I 1 I OCCUPANTS IN TRANSIT 1-4 I I I I I „ I ' I I I OCCUPANT LOAD FOR AREA T I 1 I I I ■ I I 1 I T X - 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE _ I o I I I I I o I I I 1 _ II I I I i 2 HR FIRE RESISTANCE RATING. O2 o i i �__� I I I I 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO I I I Tl�ls A A � - I I ( 1 I 3. ALL ROOF INDICATED ON j 2 _ 1 I ( ) � I �- I I I I I THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE v _ 1 RATING. max travel 4 OVERALL O FLOOR AREAS AND BUILDING INFORMATION CONSTRUCTION R i distance •4 -8 ` I I I I I INFORMATION. ' \ ' ' 1 I ' I RA -�`•�- I 1 I 5 FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR U ave I I CONSTRUCTION IS PROVIDED BY CONCRETE. REFER TO I I stance 6�• -O 1 I STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER REINFORCING STEEL. TRASH 310 V, UI L - - _ _ - - - - ® - `� I I I I 015 REV #6 08/10/07 I 1.1.1 I I I CORRIDOR I I 012 PHASED CONST 03/08/07 9 4 I I / 3 I I I I 312 I I -- - I ' Z I I I REVIEWED BY (', - - - - - - - - - - -- ® 111 0 1 I �� 1 ' I I PERMIT APP _ 1 _ 1 _ _ � ! _ I I FEB 2 62008 009 PERMIT SET 11/17/06 H ----I i- = - ■ - - - - I -F' I 1 I I Q ® 1 11 ' � ' I � ` I I l � I� �� I I - I I _ I I SAFEbuilt Colorado 1 LLL I II o X I 1 r I I - - 1 r 1 I _ I I I I 1� I I I I I I C I I no path of r --- - - i iii =f- 1 0 ® Ill -11' p 1 El i i O _ � I I I �I - - - � �®I O I II I SWW I 8 1 I - - I - ® 10 I 1 4 - 1 NORTH ® 3 N ' i 3 o i I I I max co n�path of t o ! ( EGRESS FLAN WEST W �R�PROJECT KEYPUN max common t ravel #3 1 5 _ max commo path t av 1 1 I 1 di tanc 8 stance 7 -6 Cx1.3.1 SC,4L = 3/32"=1'-O" �! - - I '- - ' - - _ Lance-5�'p - - J— - - - - I - - ' - - - - - - - - � � . I 1 I I I WW. - 1 - 1 — _ _ - - - - - - sXX - - - - - - fl ! _ - - - - - 1 I ANN TN T I I I � I I I I 1=� 1 I � I I SYY --------- I , I I - - - - I THIRD LEVEL sZZ , EGRESS PLAN nj U I I I I I I ( I I I I I I I 1 I -, I I 1 I 00 CD CD 1 I N I I I I I 1 ( I I I I I I I I R7 I I 3 I I I I I I ,� R6 M _ N RE G1 o3ol 1.2 n �' 1.3 �' 1.4 �' 2 3 `� 6 c� 7 8 9 10 14 15 18 19 20 22 23 rn ' C. RG 0 DH_ max common path trav I StAIR NO )4 ax commo� of t1avel 111 T s I no-&--& THIS LE�EL., 55 Rra, DOO WIDTH e 1 L z E EC, 537TAI� WIDTH e 2 # 14 6 77 1 mom, -A t 2D or travel _dIr1ta;wA3_,r0p2 - --- - - - - - b- #31 2 318 OWNER/DEVELOPER COO 303 8 - - A COMPANY I, <( I L DESIGN ARCHITECT R C/ 318 OEM GO DOR ---FF, 2 0 S 24 Rod)m VEST. Denver, Colorado ID ED M WOMEN L :1-71 OKLAHOMA CITY,OKLAHOMA z 77 0 CIVIL ENGINEER X jl'H F_� - V- I I , ALPINE ENGINEERING,INC Ell Mdr -1 ME VAIL,COLORADO LANDSCAPE ARCHITECT /7- 1 ::Fmax c mmon [ath of travel BURLINGTON,VERMONT ciTstarce 45' 4' DID - max commlo eph or tra el STRUCTURAL ENGINEER an INC max ra max c th (At I �ath of travel anc� nf 1 ALL CARTE I E;)I cz;A F;u I ARE�—/ MECHANICAL ELECTRICAL ARr= M051L PLUMBING ENGINEER AMLELELELELEM ABS CONSU AN S INC Al DENVER,COLORADO LU 118 77 INTERIOR DESIGN DALLAS,TX L 4 . 1 LIFE SAFETY BCER ENGINEERING INC common path of \.-Y ARVADA,COLORADO 4C 01th 0� Ila clistan' 1 /2 HR SEPARATION WALL (CORRIDOR AND �� m�'��"��n°�"��`��'��`�� 1 HR CORRIDOR WALL/SEPARATION PROJECT NUMBER- 2094100 2 HR SEPARATION/2 HR SHAFT ISSUE REVISION DATE E 14#1 o g dIsta OCCUPANTS IN TRANSIT ~� «9|stanc s |*'-z' OCCUPANT LOAD FOR AREA / ------_ 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE | | | | 2 HR FIRE RESISTANCE RATING. ' ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO 3 HAVE 3 HR FIRE RESISTANCE RATING. | | | | �' ALL ROOF CONSTRUCTION (|F APPL|CABLE) INDICATED ON ' 0 THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE / / m RATING. 0 4' REFER TO PROJECT GENERAL INFORMATION SHEETS FOR | | | | | | | OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION INFORMATION. 5. FIRE RATINGS FOR C0LUMNS, BEARING WALLS AND FLOOR CONSTRUCTION IS PROVIDED BY CONCRETE REFER TO STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER REINFORCING STEEL .^~,. ~,~.,~ ..��^ zi T _ ]T_ A3 012 PHASED CONST 03/08/07 7b I I —I / ' / ' m 009 PERMITSET 11/17/06 max common path rave ===== . REVIEWED BY FEB 2 6 2008 F SAFEbuilt C010rado El H ;t L / . / / . / / / . / m common Patti of trave dis nos 121-21 THIRD LEVEL PROJECT KEYPLAN |) ' / / ' / / / / cr 3 - v~ � � � � � � � � SGA] E-- 3/37 0o THIRD LEVEL EGRESS PLAN AN NOfRTH co CD CD max common Pat m | ' �� ----- - -----/- /+ 7 17 T 7 s , ----& 71 ` G 1 3 2 Cn ` . . . / . . / 46 47 48 49 50 51 52 54 5 56 58 60 61 62 64 68 2 wt - - - - - — - — - - - - - - - — - — - — - —-- z 0 0 14 1 1 — - — - — - - - - - - - 2 0 04 om 7a - n :49 GGj_ - - - - - - sta� –3 3181 # #322 1 41, 7 11 El VAIL RESORTS N-- J2[ DEVELOPMENT oil Fs-FR-n-1 DESIGN ARCHITECT LOWY EAST + -3 ELEC. D��:] I 1 1 4240 ST FIEV M Denver, Colorado al L I LOBBY ARCHITECT OF RECORD -F GLOVER SMITH BODE,INC + - _7f - - — - — - — - — - — - ——- E\Lpi EE CIVIL ENGINEER 64 ------- LANDSCAPE ARCHITECT ALL GARTE BURLINGTON,VERMONT ARE M051L.= _ _T INC HOUSTON,TEXAS ............... ...........47-1-1 3Cpi- MECHANICAL ELECTRICAL PLUMBING ENGINEER LEI ABS CONSULTANTS INC :ff-1 t)A : - - - - - - - - - DENVER,COLORADO INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX I (s LIFE SAFETY 10 BCER ENGINEERING INC - - - - - - LEGEND ARVADA,COLORADO E] 11 qT11 1/2 HR SEPARATION WALL (CORRIDOR AND | CX 1 HR CORRIDOR WALL/SEPARATION PROJECT NUMBER 2094100 m 2 HR SEPARATION/2 HR SHAFT max common f travel fl ISSUE REVISION DATE L distance 53 C OCCUPANTS IN TRANSIT | �^ OCCUPANT LOAD FOR AREA m / 1' ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE 3 HR FIRE RESISTANCE RATING.10 1 2' ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO ~ | ED ED HAVE 2 HR FIRE RESISTANCE RATING. m ' 3 ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON 011 THIS LEVEL SHALL HAVE A MIN OF 1 HR FIRE RESISTANCE RATING. \ 4' REFER TO PROJECT GENERAL INFORMATION SHEETS FOR ~ OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION -N -- INFORMATION. � 71 5' FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR | CONSTRUCTION |8 PROVIDED BY CONCRETE' REFER TO ~ STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER m REINFORCING STEEL — - — - — - — - — - — - — - __@ /6�015 REV #6 08/10/07 Ef ---------- -- --- -- max co I Ralh travel STAIR NO, 4,- BEEE.8 012 PHASEDCONST 03/08/07 A3 z "M PERMIT APP El L11 F-1 T REVIEWED BY L] Ll I LEIJEBE __REQ_EiTA1R �41 )TH 00,2 V < Ex common path of trave - ~~� N � �SAFEbuilt Colorado _____ _ _____ - _____ _ __-_- _ _____ _ ____� #3 _ -____ _ _____ _ _____ _ _____ _ -___- _ � � PROJE= � - ----- - ----- - ---T- - - t--- - ----- - ----- - ----- - ----- - ---- - PROJECT KEYPLAN THIRD LEVEL /RM) EGRESS`o EAST-- | \ | | | | | | ��:— E'� 3/32 =1 -0 THIRD LEVEL � ` �� PLAN NORTH EGRESS PLAN C'4 RN TT r T G1�Rr/ �4 X�_ _ Qb 19 o3o3 / � \ GENTPAt 1REFEfR-- �1- 4- j RG F 16.1 R9' 10/19/01 EGRESS LOAD I I Gy— – G2. L�vufo TP '40 G) F-ilill I Ll L D 71 U iiiiiiiiiiiiq z Li M 41 � 1 #418 #422 distar 14' clom .r At K I IL L- ax common 7 0 20 0 VAIL RESORTS max comimon Path or t Ivel AA ft DEVELOPMENT max c 2mmon COMPANY 411 1 STAIR-NOL I,- N L DESIGN ARCHITECT Q. DOOR WIDTH a�i IM57 KK yc-C. 13, 441 ACTUAL Waof Ll 4240 NN WAI -411---—-—- - - 0 : A Denver, Colorado 0 IN I I ' 17 T' ARCHITECT OF RECORD Max C40M GLOVER SMITH BODE,INC Hl OKLAHOMA CITY,OKLAHOMA max common a travel SS 12 distance 521 CIVIL ENGINEER UU ALPINE ENGINEERING,INC VV 3R VAIL,COLORADO Ey-T -Fu7 III # HH 10 tral LANDSCAPE ARCHITECT ax al max clowon oath of tra 402 CA I TWIS AREA -Li allstance 611 p. STRUCTURAL ENGINEER L HAYNES WHALEY ASSOCIATES, 4— INC S" max commomp � a istanc ' | EEE DENVER,COLORADO / ' . INTERIOR DESIGN F— 147 A4 11 9; STAIR NO. 4.1 BEEE.8 WILSON&ASSOCIATES LO -IH | | / | | ' | ' —R L LIFE | ' n n BCER ENGINEERING INC F-1 K ARVADA,COLORADO distance J?4' Ce, e)r-r-- 1!5,41 e-441 ACTUAL MMM PROJECT NUMBER. 2094100 n Li Mix 1=2 di m of travel Ive !-a. ISSUE REVISION DATE 4N max opm / . / `--_ _. . / n . � / 8 9—� | | | | / __ -- -- -- -- -- -- | | � « S7 / 1— —� 4— —4 �— 4— | |— —�—f —1 -- -- | | | | - - - - � — - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - / - - - | _ - - - - - | T | ` | ' ' | � | | | | —� -- -- -- �— | ��~ °~ ' | '� — � — — — | | ' | | | | �� ^�� ~~ ~f � � � � � � � �~ 7771 � �'�� ~~ — — — — — ~~ 7 - - - - - - - - - - - - - - -� � ~~ � �|� � � � �~ — ~~ — � — — — - - - — ~~ — ' ' | | | | | I ' | |�� | | |� L~�' | | | / / | | / | | / / / | ~~�� | | | | | | | | �°�� | �°�||~�� / | | � | | � | | | / � | � � | | | | ' | ' | ' | ' | �� r—:;], '� ��EAST �41N ±��. , ^~�.1 .� 1 | / | / | ' � � � ' / | � | | / | / / / / | | | / / / / | / ��T—��[~� ^ �� ^��7—��[`�^ ��|. ��. | | ' / ' / / | / / / | | | | | | ^ ^ | | / | � A3 012 PHASEDCONST 03/08/07 1 1 .3 2 5 8 9 10 14 15 18 19 20 22 23 25 @ 33 38 42 48 50 57 61 1 . 62 65 66 67 69 70 REVIEWED BY PERMIT APP 009 PERMIT SET 11/17/06 CN SAFEbUllt Colorado �mmmm��mmmm�� 1/2 HR SEPARATION WALL (CORRIDOR AND m�xm�/m�xm�xm�nm�nm�nm� 1 HR CORRIDOR WALL/SEPARATION 2 HR SEPARATION/2 HR SHAFT PROJECT NORTH) PROJECT KEYPIAN v� ^� OCCUPANTS IN TRANS[[ cc � OCCUPANT LOAD FOR FOURTH LEV EGRESS FLAN o� o' 1 ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE FOURTH LEVEL CD ��N �� SCALE.- 1�1��"�1'—��" ' ��N N�' ^—~—' ' ' ' � HR FIRE RESISTANCE RATING. EGRESS PLAN N 2 ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO PLAN ' " w~��" v��o�� HAVE 2 HR FIRE RESISTANCE RATING 3. ALL ROOF CONSTRUCTION (|F APPLICABLE) INDICATED ON THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE RATING. 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION INFORMATION. \ 5. FIRE RATINGS FOR COLUWNS, BEARING WALLS AND FLOOR ,r\ CONSTRUCTION IS PROVIDED BY CONCRETE. REFER TO —L4 01 / — E�RUCTURAL DRA�|NQ8 FOR REQU|RED CDVERA�E 0VER G1 o4 * O REINFORCING STEEL < - --- -- --------- -- --------- -- | En distance ql, Al THIS LEVEL.- 'go S TH 1112 `7 -I ACTUAIIIIIIIII� 14 I L I 2D 0.4 1. 10111011101 EEME Cmax c. mot h of tra 8 F1, 0— - I low VAIL RESORTS MMMENIMMMM DEVELOPMENT L COMPANY I rl AVON,COLORADO [stance 611-41 WE 1, T1 DESIGN ARCHITECT 8 8 1 clistar ce 45"4' 4240 1 #41 1LE 000e. DD lvA TAIR-N-0. I,- _T Denver, Colorado ARCHITECT OF RECORD OKLAHOMA CITY,OKLAHOMA ZI RIEEQ, DOOR WIDTH CORRIDOR CIVIL ENGINEER 13 < 44 ACTUAL El LANDSCAPE ARCHITECT El common path f 2D travel distance 51,10-2 S E GROUP 0i 4 D BURLINGTON,VERMONT cllsance 54'. 2' I Ly/ HOUSTON,TEXAS | | | | PLUMBING ENGINEER > ABS CONSULTANTS INC DENVER,COLORADO Al OR 14 q FX1� INTERIOR DESIGN ... WILSON&ASSOCIATES ` | `` / ` `\ / | ' ' | DALLAS,TX LIFE SAFETY BCER ENGINEERING INC 3R ARVADA,COLORADO �K � | ` | '|' 1/2 HR SEPARATION WALL (CORRIDOR AND TENANT)LEGEND ~ 1 HR CORRIDOR WALL/SEPARATION PROJECT NUMBER- 2094100 8 | ' | max comm��ath'o` travel 2 HR SEPARATION/2 HR SHAFT C4M cilstance ISSUE REVISION DATE `\ | | 40 Lj 20 OCCUPANTS IN TRANSIT | �w� | | | / / ------ ------� - - ------ ------------ ------ --- OCCUPANT LOAD FOR AREA common 28 / | / 1' ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE | � / ' 2 HR FIRE RESISTANCE R/�|N� ' 2' ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO | | HAVE 2 HR FIRE RESISTANCE RATING. | / J. ALL ROOF CONSTRUCTION AF APPLICABLE) INDICATED ON - --- | | THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE 1' REFER TO PROJECT GENERAL INFORMATION SHEETS FOR OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION INFORMATION. / 5' FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR | CONSTRUCTION IS PROVIDED BY CONCRETE' REFER TO ' | STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER | / | | | REINFORCING STEEL. | | | / ' | | sRR `--_ / PERMIT APP 009 PERMIT SET 11/17/06 max commcn th f trave -14 -8' 51 REVIEWED BY f-44M 4N 1 max common path 6\f travel / / | | ' ' | | | ' m ' | | | ' N | ' ' | | it J | ' . | | C | | ----- ~ -- --------_ -- m / Szz yuVV/-' | | / 00� � � �~@ �yD �^^� ^�� @ [�� 31 FOURTH (714 ~�NLARGED EGRESS PLAN CD FOURTH LEVE 0 T T T T T 7 7 7 1 7 T qV ma sta; L CD (714 EGRESS FLAN WEST WING PL4N NORTH G1 e4ol 17 1 10 RG STAIR NO, 2 max corTim.ol. path ra el EGRESS LOAD AT THIS LEVEL.- 90 Fr O" E�11/oca = 13,Fp" < 33 1 /211 L 0 fRE'a, STAIR WIDTH e0 2 ll/ I 3Z alistancs T-10 -44" ACTUAL #2 14 k — - I 'ij c) IPIV IF ri fil I FFF 2D 9rh 6 Ld ryl 418 =max o;umo oath or tra el 8 ORRIPOR —2 7 um tt CORRIDOR )v F7-t r-\ 140fl I In rE:_1 Id 114=4 0— ELEVATOR COD El EL� :_c T 4T DEVELOPMENT 419 COMPANY HOW 742 1 u 41 CORRIDO NMI LA=j A Tim Id cv-�\ I I 4240 1 rF7 Denver, Colorado P� �T_ 7 ARCHITECT OF RECORD GLOVER SMITH BODE,INC 04t L; I I A A Awk OKLAHOMA CITY,OKLAHOMA 10*% Max cpmmon bath ravel —E clistarce 481 41 max =mmon path otr I ALPINE ENGINEERING,INC #411 1 clistlarce VAIL,COLORADO rl I r ==/T 11 4 ALL CARTE I ARE-14 BURLINGTON,VERMONT max Ccl 0 ARE M051L INC HOUSTON,TEXAS Mon path of ABS CONSULTANTS INC Ifstance 51'-2' 4D 4C max I a el DENVER,COLORADO DALLAS,TX BCER ENGINEERING INC max commo -Pith distance 1/2 HR SEPARATION WALL (CORRIDOR AND 1 HR CORR0OR WALL/SEPARATION PROJECT NUMBER 2094100 2 HR SEPARATION/2 HR SHAFT w� 0�m� OCCUPANTS IN TRANSIT ~� �� 1--", , OCCUPANT LOAD FOR AREA =x o,7npj 1' ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE \�� 2 HR RRE RES|Sl�NCE RAJ|NQ.vat� travel 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO stance--'-�5 HAVE 2 HR FIRE RESISTANCE RATING. 3. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON THIS LEVEL SHALL HAVE A MIN OF 1 HR FIRE RESISTANCE RATING. 4' REFER TO PROJECT GENERAL INFORMATION SHEETS FOR OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION INFORMATION.5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR - CONSTRUCTION IS PROVIDED BY CONCRETE' REFER TO STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER REINFORCING STEEL' _j _j ON— 012 PHASED CONST 03/08/07 A3 PERMIT APP 009 PERMITSET 11/17/06 L3 L3 Lk Am RG 1) F FOURTH LEVEL i 0 r, � EGRESS FLAN NTRAL AREA 1.4.o Is I I - V Ce SCALE,- 1/5 =1 -0 0 IV-0 V-& �� " w~��'~ .~Ov-~.14 NOR ma ommon - f travel � �7 REVIEWED BY FOURTH LEVEL CD EGRESS PLAN r'l > CD CD SAFEbuilt Colorado G1 o4o2 � �� a 41 42 43 46 47 48 49 50 51 52 53 54 55 56 58 60 61 62 64 68 72 n..... 10/19/01 A 7 o max c mm n pat f tra el istan e 55'-10 � o D ' V o P401 -Fr N I""'1 ►7 max mmon path of I G A dirt a 53'-10' ax c mmon ath of travel H a 1 is a ce 53' 10' ® u (n Cb 418 1#422 ° K L 7 ma com on path o travel C— enc -18'-6' ° ° ° M ® ® ® ® 10 OWNER/DEVELOPER�z® k � El VAIL RESORTS a ° , 17z ® � DEVELOPMENT ® 0 COMPANY co Ric 7 I0 AVON,COLORADO 420 DESIGN ARCHITECT ELEV. M LOBBY Ann U 4240 421 1 1 0 x ° 421 o Denver, Colorado ELEV. 1 Y 10 ' LOBBY 0 423 max common,?ath o vel ARCHITECT OF RECORD GLOVER SMITH BODE,INC BB OKLAHOMA CITY,OKLAHOMA EL EE ma c mmon path o f 1 I CIVIL ENGINEER dis arce 50'-2 ALPINE ENGINEERING,INC ° 1 FF VAIL,COLORADO GG LANDSCAPE ARCHITECT S E GROUP ALL CART i AREAT HH ARE M051 �, max c n path of travel travel BURLINGTON,VERMONT LL ° STRUCTURAL HAYNESWHALEY ASSOCIATES, IEW INC ® ® 1 1 HOUSTON,TEXAS 0 6 3Ga MECHANICAL ELECTRICAL U - PLUMBING ENGINEER#42.1A i,�rF-: ABS CONSULTANTS INC ° ° PP DENVER,COLORADO mapath f tra el INTERIOR DESIGN QQ WILSON&ASSOCIATES DALLAS,TX SLIFE SAFETY UAO) BCER ENGINEERING INC i-LL- 1 LEGEND ARVADA,COLORADO 4 ss ° :E] 1/2 HR SEPARATION WALL (CORRIDOR AND TENANT) Ln 1 HR CORRIDOR WALL/SEPARATION PROJECT NUMBER 209.1100 max common a travel 2 HR SEPARATION/2 HR SHAFT distance 52'- O I ISSUE REVISION DATE W UU Fpj ME O OCCUPANTS IN TRANSIT Z WW -' — � OCCUPANT LOAD FOR AREA max comm n p t f tr el u ° ° XX distance 1' 8 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE 4 2 HR FIRE RESISTANCE RATING. 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO U 1 O # HAVE 2 HR FIRE RESISTANCE RATING. max common? of travel 3. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON distance 61'p8' THIS LEVEL SHALL HAVE A MIN OF 1 HR FIRE RESISTANCE ZZ RATING. 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION INFORMATION. ° 4 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR TO 4 ® A STRUCTURAL DRAWINGSVIFOR REQUIREDR COVERAGEROVER ® ® ® REINFORCING STEEL. C 1 GORRID 6 EE 6 015 REV #6 08/10/07 012 PHASED CONST 03/08/07 BEEE 8 3 FFF y�I PERMIT APP ® STAIR IX O. 4- 009 PERMITSET 11/17/06 0 ® � 17 2-1 - EGRESS LOAD sEP °I ° ° � AT THIS LEVEL= 13 ENLARGED FLAN 0 pp�11� Lt 11 11 0. 1�" 14.(o" <33 1/2 " FOURTH LEVEL o max common payh tr v I REQ. STAiR l�IIDT�-I o.2 "/ EGRESS FLAB! - EAST WING Ce distance O'-4 M 1 OCC. = 1�✓.4" <44" ACTUAL �i•�•3 SCALE= 3/32'=1'-O" N 0 4'-0' 8'-0' 12'-0' 16'-O' I=LAN NORTH PROJECT' NORRki ..RUE ma ommon f travel NOM" dis PROJECT KEYPLAN RL \ REVIEV�Ep gY FOURTH LEVEL C) RM N EGRESS PLAN N 00 FEE 262008 0 0 N N RN SAFEbuiIt Colorado m -0 RP 50 51 53 54 55 57 61 1. 62 65 65 67 69 70 71 G1 o4 * 3 U rn | 12 19 28 29 32 34 35 36 39 41 42 47 REF 61' e), Cn max of Val dig &A AT THI 3 LEVEL. �-` REQ. =jTAIR WIDTk QO.2-1 I I J ZI 4 1 T F1 I I I I I I 1h of tra *I 5181 #520 ff F. COMPANY Vin sN 1 AVON,COLORADO fm 0 #5101 9-7�11,bove&W-0, < 8:1d nce51- ax common Path �-1 0 max commoo of trave,30 11u DESIGN ARCHITECT ALI `�_~/ | 7L 6r 7 - - I -[ IT 4RE- �j Ir sAA EGRESS LOAD max travel 3 QQ AT THIS LEVEL, 31 0 -tD y #5 ARCHITECT OF RECORD R4 mi x cloffline eoal In of trav4 0 =..-- I GLOVER SMITH BODE,INC JL 1 , r — ------------ —/�JRR REQ. STAIR WIDTH 60.27 0508 w- -1 0: CIVIL ENGINEER OCIS\=1.4' 44' ACTUAL � , - I I w I I p ALPINE ENGINEERING,INC TT � max commoril I: Of travel Ax 0 LANDSCAPE ARCHITECT di Itancd 151' 14 4R distance r,440- max cow ph of a 1 -4-J #507 ,k, travel I STRUCTURAL ENGINEER distance 0 INC SIVIM ABS CONSULTANTS INC L DENVER,COLORADO p WILSON&ASSOCIATES 7 DALLAS,TX I V .2 6 AT THIS LEVEL.- r0q LIFE SAFETY REQ. DOOR WIDTH 6 BCER ENGINEERING INC REQ. STAIR WIDTH 60,2V ALL CARTS INDICA�LD THIS 'AREA-/ I L I 13.al<441 ACTUAL PROJECT NUMBER. 2094100 THIS AREA f='OST TENSIONEI) CONC. COLUMNS tj nce forp'!4 ax on ravel --------- ~ " ------_-- -- ____----- . " i Da / � Li szz ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~~~� STRUCTIRAL STEEL CONSTRUC' [ON THIS AREA EAST 14N(:S; 012 PHASEDCONST 03/08/07 | ' | | / / / / REF - ��.1 �� 1 ��4-�7- ^ ��4 |. ��. | ±��' , ��~� �� PERMIT APP | | | | | | | | ��T-��|`�.^ �� |. ��. �� ' / ' ' \-7 ' ' ' \o� ' ^^� / / ``� /14 15 19 28 31 42 48 57 61 62 65 65 C114 CN C*14 NO Cn FIFTH LEVEL EGRESS FLAN LEGEND � m 1/2 HR SEPARATION WALL (CORRIDOR AND SCALE.- 1116 0=1 -0 1 HR CORRIDOR WALL/SEPARATION F� AN NOIRTL1 2 HR SEPARATION/2 HR SHAFT PROJECT NORTH PROJECT KEYPLAN REVIONFD BY ^�»� ^» OCCUPANTS IN TRANSIT o OCCUPANT LOAD FOR AREA u' ve 26 Z008 1 ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE FIFTH LEVEL � 2 HR FIRE RESISTANCE RATING. � EGRESS PLAN 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO Cowado HAVE 2 HR FIRE RESISTANCE RATING. co SpFEbUllt �. ALL ROOF CONSTRUCTION (|F APPLICABLE) INDICATED ON CD �------ THIS LEVEL SHALL HAVE A MIN OF 1 HR FIRE RESISTANCE RATING. 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION � INFORMATION. 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR CONSTRUCTION |8 PROVIDED BY CONCRETE REFER TO G1 * 5oO / STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER :-:VNF Z,-z A I TRA-4 REINFORCING STEEL. �� ^' O N (r) 00 a7 N LO r- 00 C14 C4 1 5 7 8 ' �' 9 `� 11 12 13 16 "' �' 17 �' 20 �' 21 �' 23 � �' 24 26 �' 28 29 32 34 C 10. 10 R9.1 RG R9 / / I 10/19/01 max c moron p�t of travel dist n e q'-O' H I I S-rA JL 04 EGRESS LOAD AT THIS LEVEL: 9(o � ° �514 o � 1REQ, 00 WIDTH � I 10 E 14-,4 — — I--� REa, TAI}R WIDT 00,2 "7 I ® F OGG, = 19, 2 " < 44" CTUAL J r L I I I I I II I I I V w � F ^ sA w Ir-1 III z - I L J ° 0 C - � J I 30 L SE I I I I I = I I 512 I � � I , w I� H 10 max t ° I I W M ist rLo 6 g6 sG — — — N � I OWNER/DEVELOPER s� �— — ;I —I o VAIL RESORTS _ ® DEVELOPMENT S I 20 31 1 COMPANY - - - - - - — - - I - ® ® AVON,COLORADO SL — — — — — — _ 1 IN I T _ I 37 III S1V1 I = 1 t o L r J DESIGN ARCHITECT - 1 VA 01 _ I 6 - 2 0 Z I p sP — —I — I — I — #510 1:�Vell- 1 I n th o Denver, Colorado L J 1 o Above 68'-O' B - - - - - - - - - - - - - - m x npm o 1 - - - - - - - sS 10 ro - 10 10 I I 10 ARCHITECT OF RECORD CC max Comm n of travel3 GLOVER SMITH BODE,INC distance O' OKLAHOMA CITY,OKLAHOMA DD ° 7 ST CIVIL ENGINEER _ ALPINE ENGINEERING,INC SU HH ( I I I I � ' L ° - - - VAIL,COLORADO KK JJ - — - - - - - - ® " " I:' -rt LANDSCAPE ARCHITECT SW i .-_ ______ ----�--- SEGROUP CORRIDOR J I 1 r BURLINGTON,VERMONT Comm ---r,,. �mwm--- -- -- --- STRUCTURAL ENGINEER NN - - - - - HAYNES WHALEY ASSOCIATES, SAA — NO: 1: — — 1 — — — ❑ 13 INC SAA ❑� HOUSTON,TEXAS EGRESS LOAD III F — 11 ° ® 7maxvel 1 �D n THIS I I 0 1 distance 48 -8 I 4D MECHANICAL ELECTRICAL �`T Trr is L VL- 31 1 pi - mx comm pa h of tray I PLUMBING ENGINEER 0 1 cl stance -O ABS CONSULTANTS INC — —D� —�° — — D — 1 — — — — ® �5- ° 1 ° DENVER,COLORADO 5,55" <33 1/2 " ® 7 L I -' I 0 INTERIOR DESIGN / I #508 ° � ° EVILS DAL AS,'I'XIATES Q, STAIR WIDTH '@0. 2 "/ ° L J OC =1,4�' < 44" AGTUAL - 1 0 st n fE m b e I ® travel LIFE SAFETY max TT S,� 1 7 distance frn o e l a I BCER ENGINEERING INC L ® 1 0 LEGEND ARVADA,COLORADO sFF — — ° — ° - - - - - - 1/2 HR SEPARATION WALL (CORRIDOR AND TENANT) SGG I 1 ® I ■ ■ ■ 1 HR CORRIDOR WALL SEPARATION PROJECT NUMBER 2094100 L7®1 0 14R 2 HR SEPARATION/2 HR SHAFT 1 14 I ISSUE REVISION DATE T O L J 507 om n path of travel VV / max comm8n� ath of av I �J ce 3'-8' I I OCCUPANTS IN TRANSIT distance O 3 O 1 1 sKK — — 7 ° ° I OCCUPANT LOAD FOR AREA 2 YY \ I I 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE \ ° ° ° �Y 1 N fi I 2 HR FIRE RESISTANCE RATING. F I 8 1 ° J 1 — I I I ( I 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO 1 •n N 1 —�� HAVE 2 HR FIRE RESISTANCE RATING. \ 1 1 L I 3. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON SMM #4 0 1 1 1 ° THIS LEVEL SHALL HAVE A MIN OF 1 HR FIRE RESISTANCE A — — — — 7 — — — — — — — — — — — — — RATING. 1 1 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR 1 1 OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION INFORMATION. ❑ I I I 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR 37 35 34 I CONSTRUCTION IS PROVIDED BY CONCRETE. REFER TO 7 I I STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER ST I � St ELEVATOR I I REINFORCING STEEL. 51 I ® ° 37 / 1 5 1 I 015 REV #6 08/10/07 i I 135 sf 130 sf 0 I 1 6 ° I 012 PHASED CONST 03/08/07 3 ALL CARTS INDIGA D THIS AREA PERMIT APP ARE M051LE ®� ° WI I 009 PERMITSET 11/17/06 ■ ma comm n ath o avel Z 1 is nce l5 O �•—•—•—I• —•—• i 7 I —i I LOOfR cc REVIEWED BY '-' I THIS AfRE OST TENS I #40 = I T SUFFORT FEB 2 6 2008 #4 3 _I I SAFEa �-I uilt C010rad0 I I 1 �I I I PROJECT NOA7H mon a travel E l i tan TO 1 -14 -8 I I I I I NOR PROJECT KEYPLAN sWW - ® WW. I ENLARGED FLAN FIFTH LEVEL N / FIFTH L EGRESS PLAN CD /� , EGRESS FLAN — WEST WING 4. SC�4LE: 3/32"=1'-O" C 14 O 4'-O' 8'-O' 12'-O' ib'-O' CD PLAN NORtH �� N N N G 1 . 5 . 1 �, al U rn ' � VNI max n p of travel EGRESS LOAD 01 0. LEVEL.- 9(o �ilsxtance 15' on AT THI! 4514 3S #516 U. i uj OWNER/DEVELOPER DEVELOPMENT Trr Ell F- L F) COMPANY SA Li DESIGN ARCHITECT Gj�� F F— <10 6 09 1 aD 4240 t512 K Denver, Colorado ELEVATOR GLOVER SMITH BODE,INC CIVIL ENGINEER ALPINE ENGINEERING,INC I I L 20 31 1 V 6 T RD LANDSCAPE ARCHITECT CQ �,-- �X T 519 S E GROUP E04:: -EK] BURLINGTON,VERMONT 78 IDOR I STRUCTURAL ENGINEER 50, 15201 1 E] HAYNES WHALEY ASSOCIATES, --- ---- -- -- -- -----t— 10 INC PLUMBING ENGINEER ABS CONSULTANTS INC EFLI 14 <6> Rh 0 INTERIOR DESIGN Above SS 10 DALLAS,TX max common :54th of trave BCER ENGINEERING INC ARVADA,COLORADO DD distance 50 -FOr 13 11" - _T.,� "I I DAm LEGEND L 4r, 4-4, Lj Ell =sR HH F7 1/3 HR SEPARATION WALL (CORRIDOR AND , HH 1 HR CORRIDOR WALL/SEPARATION PROJECT NUMBER 2094100 2 HR SEPARATION/2 HR SHAFT ISSUE REVISION DATE KK OCCUPANTS IN TRANSIT ~ — ' Li 7 13 OCCUPANT LOAD FOR AREA 4D 1' ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE 2 HR FIRE RESISTANCE RATING. m�x 2' ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO HAVE 2 HR FIRE RESISTANCE RATING. 3. ALL ROOF CONSTRUCTION AFAPPUCABLE) INDICATED ON ~—^ THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE RATING. � 4' REFER TO PROJECT GENERAL INFORMATION SHEETS FOR N OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION � INFORMATION. -- ---------- -- ---------- -- -- ---------- t— ---------- 5 FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR ' ' n N U Un . �ONSTRUC�ON |S PRONDED BY CONCRETE REFER TO STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER FEB 2 6 2008 A�7 REV #7 10/19/07 SAFEbuilt Colorado A3 012 PHASED CONST 03/08/07 PERMIT APP 009 PERMIT SET 11/17/06 ENLARGED FLAN FIFTH LEVEL KT--�m | | | EGRESS CENTRAL A PLAN NORTH PROJ= 5TH FLOOR FLAN PROJECT KEYPLAN FIFTH LEVEL � � Ln EGRESS PLAN G1 o5e2 Nr� � � co U) 48 52 53 55 56 8 u) 60 8 62 64 U) En Cn 68 cn 72 C) EA P 0 2Cd 2Ce H r% axe, vnea�h of ravel 0 :111111 4q 0 K 5-187 52ti jo # - 1 0 distance 4q'L Or 0 .~ CORRIEPnR 15 17 R Fr- 0 LOBBY inn Lo listance 55 0 1313 TMI - _@ DESIGN ARCHITECT OD SQ 0 EE El 0 #51 _0_0 0 1 F-_ sR FF 4240 WAM HH Denver, Colorado sv LL F Eli i 0 ILL. ARCHITECT OF RECORD L I t ARE MP51LE re 0 El OKLAHOMA CITY,OKLAHOMA M CIVIL ENGINEER 31 11 ALPINE ENGINEERING,INC VAIL,COLORADO 3Cb PID 5 LANDSCAPE ARCHITECT 525 1 0 0 F7 '11 131 BURLINGTON,VERMONT R R Q) STRUCTURAL ENGINEER 10 RR INC HOUSTON,TEXAS PLUMBING ENGINEER Fw� 10 L31 I 0 ABS CONSULTANTS INC clistance 51 10 INTERIOR DESIGN max common path of tra I — WILSON&ASSOCIATES 41 PUE:j I WW LIFE SAFETY El | ` w 3 1/2 HR SEPARATION WALL (CORRIDOR AND 1 HR CORRIDOR WALL/SEPARATION~~� F 61 2 HR SEPARATION/2 HR SHAFT PROJECT NUMBER- 2094100 | OCCUPANTS IN TRANSIT . ' | OCCUPANT LOAD FOR AREA ~�~ 1' ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE 2 HR FIRE RESISTANCE RATING. 2' ALL FLOOR CONSTRUCT0N |ND|C/�ED ON TH|8 LEVEL TD HAVE 2 HR F|RE RES|Sl�NCE R/�|NC' 12 69 3. ALL ROOF CONSTRUCTION (|F APPL|CABLE) INDICATED ON THIS LEVEL SHALL HAVE A MIN. OF 1 HIR FIRE RESISTANCE 3 C RATING. 4' REFER TO PROJECT GENERAL INFORMATION 3MEET3 FOR OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION INFORMATION. 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLUOR El CONSTRUCTION IS PROVIDED BY CONCRETE' REFER TO STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER REINFORCING STEEL' L 0 0 Cojo,ado � distance 65'-4' ax �nmo� ravel 3 uu. PERMIT APP � Istg A�m;� 009 PERMITSET 11/17/06 � 0 N � , FIFTH LE E L 48 r-: 70 oo 1 en EGRESS FLAN EAST WING � � �� ' ~-�" " ' "~~'`' ' ' PROJECT KEYPLAN FIFTH LEVEL � � CD � EGRESS PLAN 04 _4 CID CD ~ ` G1 * 5e3 � Qc-4 CENTfRAL AfREA C*14 IN,-) CID C114 10. 10/19/011 R9.1 I H. max n,r � AT THI� LEVEL.- 44 #61 A-cr max :ommong travel F F 1771 14 OCC. 44' ACTUAL r*A= --6:0 :3- 1% D max Pori j i of travel CEI EF si Q 1 "MP7-7.f 7 7 7 1 ILJ I 'K COMPOR I OWNER/DEVELOPER rT 1. 1 COMPANY Istaice to i OQI--4 L SEMLY c: r: EEX144AIST jX AVON,COLORADO Gs 0 1 0 DESIGN ARCHITECT #511 IH 2 0 11 N' I L L 10 A CA TS INDICATED T� IS A� A-J 15 LL y:D A I I E NN B uu ARCHITECT OF RECORD max common GLOVER SMITH BODE,INC .dtstame to sAA It :#h of travel I OKLAHOMA CITY,OKLAHOMA SS In's or travel maxcommon.-e of ALPINE ENGINEERING,INC Vylv= —I s U. VAIL,COLORADO sFF IZI #6-15 SS LANDSCAPE ARCHITECT s H ti 011 STRUCTURAL ENGINEER �:j di J I HOUSTON,TEXAS max on,p& of travel dista 51 0 MECHANICAL ELECTRICAL 4 PLUMBING ENGINEER ABS CONSULTANTS INC SO ILL DENVER,COLORADO BCER ENGINEERING INC FIR LINES ARVADA,COLOR-ADO FIRE RATING LINES 5ELOW PZO)f: IND TE FIRE J PROJECT NUMBER- 2094100 EGRESS LOAD 5EAT THIS Lt=VEL.- 45 ISSUE REVISION DATE 5ZI—=Q. DOOR WIDTH 6 FZIEQ, STAIR WIDTH 00.2'/ 403 OCC. q.0 1 < 441 ACTUAL 015 REV #6 08/10/07 �4EGT ��ING 7 31 33 42 46 48 62 A3 012 PILA-SMCONST 03/08/07 cn cun) "III: con �c FREFEFR-1 S I XTH EGRESS FLA 1/2 HR SEPARATION WALL (CORRIDOR AND SCALE.- // /ro - / -0 1 HR CORRIDOR WALL/SEPARATION PLAN ��LJ --------- 2 HR SEPARATION/2 HR SHAFT . ~~--. . . ..-.�. . . ��z ��1_'�_�� z|��F� ��1��T|/��|�� | ��LJ ��{�>/�F �l��1�� / ' PROJ= 6TH FLOOR PLAN PROJECT KEYPLAN OCCUPANTS IN TRANS[[ REVIEWED OCCUPANT LOAD FOR AREA u' 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE SIXTH LEVEL � 2 HR FIRE RESISTANCE RATING. . ' 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO EGRESS PLAN " HAVE 2 HR FIRE RESISTANCE RATING. J. ALL ROOF CONSTRUCTION (|F APPLICABLE) INDICATED ON C) SAFEbuilt Co C14 lorado THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE RATING. �� ------� 4 REFER TO PROJECT GENERAL INFORMATION SHEETS FOR OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION � INFORMATION. `o c, 5' FIRE FOR COLUMNS, BEARING WALLS AND FLOOR /( RATINGS ' �^ CONSTRUCTION |8 PROVIDED BY CONCRETE. REFER TO G1 e6oO ' STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER REINFORCING STEEL. U � z | 0-3 C14 CN Cq L 0 sj 2 sm 9:= ax common gath travel Istatir-is to L-1 14 - max ar-ommon oF distanr 1 CIVIL ENGINEER | cc sT su VAIL RESORTS COMPANY Cs--y AVON,COLORADO CN STRUCTURAL GRIDS IDENTIFIED AS 5OLD ARE 'TIE-DOWN' DESIGN ARCHITECT max comm n of trails, CONTINUOUS THROUGWOUT common 03th of travel distance to I w -Ill-I'll I J) 4240 Denver, Colorado ARCHITECT OF RECORD FM-1 GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA ALPINE ENGINEERING,INC LANDSCAPE ARCHITECT BURLINGTON,VERMONT .6 STRUCTURAL ENGINEER INC HOUSTON,TEXAS 4 F MECHANICAL ELECTRICAL Fj I PLUM13ING ENGINEER smm #402 11 1 ABS CONSULTANTS INC DENVER,COLORADO INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX LIFE SAFETY BCER ENGINEERING INC LEGEND ARVADA,COLOR-ADO FIRE' RATING 1-11',IES 5ELOW/ — — — — — — 1 /3 HR SEPARATION WALL (CORRIDOR AND 2 HR SEPARATION/2 HR SHAFT 5E OCCUPANTS IN TRANSIT - OCCUPANT LOAD FOR AREA 5 1' ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE 2 HR FIRE RESISTANCE RATING. 2' ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO HAVE 3 HR FIRE RESISTANCE RATING. 3. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON 1 #403 1 1 THIS LEVEL SHALL HAVE A MIN OF 1 HR FIRE RESISTANCE RATING. 4' REFER TO PROJECT GENERAL INFORMATION SHEETS FOR OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION INFORMATION 5' FIRE RATINGS FOR COUJMNS, BEARING WALLS AND FLOOR CONSTRUCTION IS PROVIDED BY CONCRETE' REFER TO STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER REINFORCING STEEL' I IL A3 012 PI-IASED CONST 03/08/07 PERMIT APP Q21 REVIEWED By FEB 2 6 2008 6TH FLOOR PLAN PROJEcr � � muc' ENLARGED v SIXTH LEVEL � PLAN- SIXTH 00 EGRESS PLAN C) CD WEST WING �D PLAN NORTH � G1 e6 * 1 Cn iE� _---' 32 34 35 36 39 41 42 48 28 29 46 58 R10 1 FeeeoI max mmcin pat F' ravel U 0 STAIR V i F1 I EGRESS LOAD 0 AT THIE; LEVEL.- 44 61 max ommon path ol travel B I 007(_ ro-Jro- 11<3 3 1 ILI, 11:' D_2 F I IREQ, SITAIR lo4irM4 00,2 "/ E 1=o -A.A-0 t R D OWNER/DEVELOPER FIF11 F_ I' VAIL RESORTS GsA -1 <1 0 1 DEVELOPMENT d1stance to lvelow qq,-(:), I 1:§� 1 4 Cis COMPANY Al 10 #61 1' _j DESIGN ARCHITECT 1 4240 IK ARCHITECT OF RECORD 7 ow Numoorg" s32 GLOVER SMITH BODE,INC El LSEf-ARATION WALL. C6 6 2 CIV EXTENOTO TION F_ F-= oo* LANDSCAPE ARCHITECT Istallce to gelol 80-01 n MEM51-Y ANI) C � 4ECTION� 10 F Jj BURLINGTON,VERMONT 3 D 2 2 STRUCTURAL ENGINEER 0 HOUSTON,TEXAS MECHANICAL ELECTRICAL Y PLUMBING ENGINEER _plst n IS to slow I ma Co monrath c F travel DENVER,COLORADO cc 3 C d1i anc foG; -ro Q 0 LE INTERIOR DESIGN Elm 01 9619 WILSON&ASSOCIATES #511 j 0 0 1 t---r DALLAS,TX BCER ENGINEERING INC 20 LEGEND ARVADA,COLORADO -~--~ | | 1 HR CORRIDOR WALL/SEPARATION PROJECT NUMBER. 2094100 2 HR SEPARATION/2 HR SHAFT | -- / �\ III I ,,I D 1_'_1 ISSUE REVISION DATE ' '-�� N � �p OCCUPANTS |N TRANSIT ~~'~~~'^~~ to ~^ OCCUPANT LOAD FOR AREA —IF I _ _ _ _______ _ L MAX Mon sDD � 0 1 ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE 0 ' A0e � | s ance 2 HR FIRE RESISTANCE RATING. 2' ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO N � HAVE 2 HR FIRE RESISTANCE RATING. - | 3. ALL ROOF CONSTRUCTION (|F APPL|CABLE) INDICATED ON THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE RATING. 4 REFER T0 PROJECT GENERAL INFORMATION SHEETS FOR ' / ��| N 0�ERALL FLOOR ARE�S AND BU|LD|N� CONSTRUCOUN ~ | INFORMATION. 5 FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLUOR ' ' CONSTRUCTION IS PROVIDED BY CONCRETE REFER TO STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER N U x U | RE|NFORC|NG STEEL N ' ��u UuUN / ~ ` � | | � | -- ---------- ~~~ | ' ' | | | Ld~~u UN | | | | | | / � / / / / | | | III| | | ~8�m | | | | PERMIT APP ��" ��N N 13 REVIEWED BY FEB 2 6 2008 &TH FLOOR PLAN nC4 42 ng� Cn (n En en (n En En PROJECT KEYPIAN -- --T-------- -- -- -- -- ----------- -- |-- ----------- -- -- -- ENLARGED u' FLAN � SIXTH LEVEL IN EGRESSPLAN SIXTH V �i 00 SS AN CENTRAL A C) IN SCALE.- 3/3211=11-01 Mam%mmPE06mmil �� o °~°�� NORTH K G 1 6 . 2 10/19/01 z � o � N v C14 62 64 68 0 72 1 46 En cn 48 cn 58 �I O - . 4Ca �\ '' ° � w max co on of travel I _ _ I \' I H Dante - — t I i-- H #618 \ 1� t 1 I /' \\ I sF C� sF.l xj 1 - - - - - W E 13 ® L II FF 7 U OWNER/DEVELOPER 0 VAIL RESORTS LMi 1 HR RATED CORRIDOR DEVELOPMENT 6 sEf'ARATION wAL 20 ' cu ° COMPANY ® —1— sK AVON,COLORADO CD ® ® 1 ® ° max c mmon ath tr 1 o°O 7 j i clistan a 55'- ° } + ° DESIGN ARCHITECT El' X X — — I 21 4240 o Denver, Colorado 14 U Li I ma anc m60p6 h travel 29 ® ° ARCHITECT OF RECORD I GLOVER SMITH BODE,INC 619 — — OKLAHOMA CITY,OKLAHOMA 0 HH o o 1 1 HH CIVIL ENGINEER .—.—. i SV ALPINE ENGINEERING,INC VAIL,COLORADO I , i n t LANDSCAPE ARCHITECT LL ALL GA S INDICATED T IS � A �`i � — BURLINGTON,VERMONT 15 °i sX '�� O� o ' ° I ( STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, ® L 15 HOUSTON TEXAS g l s66 MECHANICAL ELECTRICAL +• + PLUMBING ENGINEER I I — o$ ABS CONSULTANTS INC + — t DENVER,COLORADO max common,p th of travel RR — ,� _ � 4 � — RR INTERIOR DESIGN WILSON&ASSOCIATES I fit' ' DALLAS,TX IF] I SS ° t , I SS LIFE SAFETY I I BCER ENGINEERING INC LEGEND ARVADA,COLORADO El ® ® L — _ — _ — — 1/2 HR SEPARATION WALL (CORRIDOR AND TENANT) t —J —■®■—■— 1 HR CORRIDOR WALL/SEPARATION PROJECT NUMBER 2094100 2 HR SEPARATION/2 HR SHAFT ISSUE REVISION DATE M —•— ° OCCUPANTS IN TRANSIT t t ° t OCCUPANT LOAD FOR AREA max mon'-pat of travel dista c 57O' ° 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE j 2 HR FIRE RESISTANCE RATING. zA 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO HAVE 2 HR FIRE RESISTANCE RATING. 3. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON � THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE RATING. 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR 45 I OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION INFORMATION. 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR S Ij TRUCTURAL DRAWIN SVIFOR REQUIRED COVERAGEROVER -- REINFORCING STEEL. t t FIFIE RA G LINES SE W RO IND TE FIRE -a SEf R,4T10 EL OW — MO."\ b 015 REV #6 08/10/07 STAIR NO. 4.- 3 012 PHASED CONST 03/08/07 I ! I EGRESS LOAD PERMIT APP REVIEWED BY RECD, DOOR WIDTH e 6.15" 33 1/2 " FEB 2 6 200 j I REQ, STAIR WIDTH 1610,217 °I.O" < 44" AGTIJAL SAFEbuilt Colorado j 6tH FLOOR PLAN PROJECT NOF7 TRUE NOR•II1 I PROJECT KEYPLAN ENLARGED FLAN N SIXTH LEVEL 0 M _I SIXTH LEVEL EGRESS PLAN N 00 CD = 46 48 co r` rn 62 co rn EAST o c`rn /\ 1 EGR PLA � W z 6.3 SCALE: 3/32"=1'-O" O 4'-O" 8'-O' Q PLAN NORTH G1 . 6 . 3 U rn ��J^�±� � | � ±��' � \~*��| `� | ��,L~ ��,��' , 0 i-7Z— ------ MOM VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO Vie DESIGN ARCHITECT iA 14L 4240 Denver, Colorado 1:41 ARCHITECT OF RECORD GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA CIVIL ENGINEER ALPINE ENGINEERING,INC VAIL,COLORADO LANDSCAPE ARCHITECT BURLINGTON,VERMONT Ix STRUCTURAL ENGINEER zi i INC MECHANICAL ELECTRICAL PLUMBING ENGINEER ABS CONSULTANTS INC ><000' DENVER,COLORADO DALLAS,TX WILSON&ASSOCIATES LIFE SAFETY BCER ENGINEERING INC Jill IL PROJECT NUMBER. 2094100 ISSUE REVISION DATE o o ILL— THIS SHHEI IN11CATE PART 4S FROM FLOOR 012 PHAS 5ELOW ExrENDING TO TWE )F: STRUCTURAL A3 ED CONST 03/08/07 IDECK. PERMIT APP 009 PERMITSET 11/17/06 REFER,- GLIA FREFER.- G1 . 13 r mm am mm mm KOm 1 /2 HR SEPARATION WALL (CORRIDOR AND SCALE.- // /ro = / -0 1 HR CORRIDOR WALL/SEPARATION PLAN NORTH 3 HR SEPARATION/2 HR SHAFT roll-I FLOOR PLAN PRojEcT OCCUPANTS IN TRANSIT »� l� OCCUPANT LOAD FOR AREA u' 1 ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE ' | 2 HR FIRE RESISTANCE RATING. COW EGRESS PLAN 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO � \� PS HAVE 2 HR FIRE RESISTANCE RATING. co 3. ALL ROOF CONSTRUCTION (|F APPLICABLE) INDICATED ON CD �- THIS LEVEL SHALL HAVE A MIN OF 1 HR FIRE RESISTANCE Itr RATING. 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION cn INFORMATION. 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR CONSTRUCTION IS PROVIDED BY CONCRETE. REFER TO G1 e7 * 0 Ti / STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER REINFORCING STEEL I 10/19/01 I II I I I I / - I - I o �I I V cr' o i _ W o - -7 - - _ vI _ _ .5. f OWNER/DEVELOPER / I I \ ` I ' VAIL RESORTS — 1-- — — I— — — — — — — — — — — — DEVELOPMENT COMPANY AVON,COLORADO DESIGN ARCHITECT 4240 Denver, Colorado _ / f ARCHITECT OF RECORD GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA CIVIL ENGINEER ALPINE ENGINEERING,INC VAIL,COLORADO - - I - - I-, - - - - - - - - _ LANDSCAPE ARCHITECT -1011 SEGROUP BURLINGTON,VERMONT STRUCTURAL ENGINEER +� ~ HAYNES WHALEY ASSOCIATES, / I - — HOUSTON,TEXAS MECHANICAL ELECTRICAL / PLUMBING ENGINEER ADENVVER,COLORADO I \ / INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX / I LIFE SAFETY / I I LEGEND BCER ENGINEERING INC - - = ARVADA,COLORADO — — — — _ — 1/2 HR SEPARATION WALL (CORRIDOR AND TENANT) - , I I I ■ ■ ■ 1 HR CORRIDOR WALL/SEPARATION PROJECT NUMBER 2094100 = < F 2 HR SEPARATION/2 HR SHAFT t •. v I ISSUE REVISION DATE / 1_4_4 __ ■ � � . OCCUPANTS IN TRANSIT \ _7 _ OCCUPANT LOAD FOR AREA 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL N1 -'• ' `_ : _- - - - - 2 HR FIRE RESISTANCE RATING. 0 AVE 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO i HAVE 2 HR FIRE RESISTANCE RATING. 3. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE 1 RATING. — — — — — 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR ` F OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION INFORMATION. / I 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR CONSTRUCTION IS PROVIDED BY CONCRETE. REFER TO NOTE. FI IE SEPARA ION LINES INDICATED ON I STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER \ I I I I REINFORCING STEEL. THIS SHEET INDICATE PARTITIONS FROM FLOOR BELOW E TEND f NCB T THE RO F STRUCTURAL \ I _ I DECK. REV #6 08/10/07 ' ` I - I I 012 PHASED CONST 03/08/07 o . . . . . ... PERMIT APP - .:....:..... . IREVIEWED o _ o ti a - FEB 2 6 2008 -- ---------- SAFEbuitt Colorado 6TH FLOOR PLAN NOft7H TTUE IJORTH PROJECT < Cr 1 I ' 1 - ENLARGED FLAN — — ---- - - -- - - -- - -- - - - - ROOF - --- -- - -- --- -- N I I t I I \ I I — I - - -- — ROOF EGRESS PLAN N I I _ — — 0 EGRESS FLAN WEST WING — — SCALE: 3/32"=1'-O' T T — T 1 '""PLAN NORTw G 1 . 7 . 1 0) u rn / ' VAIL RESORTS DEVELOPMENT COMPANY r/ ci AVON,COLORADO DESIGN ARCHITECT NOW rf 4240 Denver, Colorado zz ARCHITECT OF RECORD GLOVER SMITH BODE,INC A-,rr Mimi, -w !6��" —I— — V - — OKLAHOMA CITY,OKLAHOMA CIVIL ENGINEER ALPINE ENGINEERING,INC //A VAIL,COLORADO LANDSCAPE ARCHITECT BURLINGTON,VERMONT STRUCTURAL ENGINEER t Af INC HOUSTON,TEXAS PLUM13ING ENGINEER F ABS CONSULTANTS INC DENVER,COLORADO INTERIOR DESIGN WILSON &ASSOCIATES DALLAS,TX LIFE SAFETY BCER ENGINEERING INC LEGEND ARVADA,COLORADO — — — — — — 1/2 HR SEPARATION WALL (CORRIDOR AND TENANT) 1 HR CORRIDOR WALL/SEPARATION PROJECT NUMBER- 2094100 /,Z/ 2 HR SEPARATION/2 HR SHAFT ISSUE REVISION DATE OCCUPANTS IN TRANSIT OCCUPANT LOAD FOR AREA 411 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE 2 HR FIRE RESISTANCE RATING. 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO F _ HAVE 2 HR FIRE RESISTANCE RATING. 3. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE 4 REFER TO PROJECT GENERAL INFORMATION SHEETS FOR Fff OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION L INFORMATION, 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR CONSTRUCTION IS PROVIDED BY CONCRETE. REFER TO NOTE.- FIRE SEPARATION LINES INDIC:ATED ON STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER THIS SHEET INC� 19ATE PARTITIONS FROM FU:)OR REINFORCING STEEL. 5ELOW EXTENDING TO THE ROOF STRUGTUfiU,L 015 REV #6 08/10/07 F A3 012 PHMEDCONST 03/08/07 PERMIT APP REVIEWED BY FEB 2 6 2008 SAFEbuilt Colorado PROJE= 6TW FLOOR PLAN cPROJECT KEYPLAN o' ' ENLARGED FLAN ROOF fn � �� R00 CD C) | | | �� /� � '� AREA' | | ��/�^�| �� ' ��/��n�1/-��n ~~---~-~-' � ' " �� //0000, ' U� V-V w~& a,-& IOLM 14 G 1 Ts 2 Li° � | ' . _- --- --- I 10/19/01 � I III I I I I I I I r / / LA ° - - - - - � _ ' - - - - - - - - L= - - — I I W F. -j x x A CJ ------------- _= z IIII _ _ OWNER/DEVELOPER i I VAIL RESORTS J — _ DEVELOPMENT _ MINES MINES +N6 INNER INNER MINES � —1I _ _ I I I COMPANY — — — — — I AVON,COLORADO MINES NINE INNER mimmm mm mimmm 1� 1111 DESIGN ARCHITECT 4240 Denver, Colorado ARCHITECT OF RECORD GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA / > " _ I I I I , •:: I I I I I CIVIL ENGINEER ■ i ALPINE ENGINEERING,,I NC , ___ ____ _______ — VAIL,COLORADO / I .•♦>, I s . ` LANDSCAPE ARCHITECT S E GROUP BURLINGTON,VERMONT _ I I I STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, :;• F I I INC / I - ��»�; I I HOUSTON,TEXAS MECHANICAL ELECTRICAL PLUMBING ENGINEER // I _ . ° �,�'•'- ° : I ABS CONSULTANTS INC -4 — I — DENVER COLORADO / - INTERIOR DESIGN / Y,,>» WILSON&ASSOCIATES DALLAS,TX — / LIFE SAFETY B ERENGINEERING LEGEND c IN c T — — — — — _ • •: — a- — — � — — ARVADA,COLORADO — — — — — — 1/2 HR SEPARATION WALL (CORRIDOR AND TENANT) jiu '»'` I �s I I ■ ■ ■ 1 HR CORRIDOR WALL/SEPARATION PROJECT NUMBER 2094100 2 HR SEPARATION/2 HR SHAFT III I ISSUE REVISION DATE I I I O OCCUPANTS IN TRANSIT ih OCCUPANT LOAD FOR AREA 1. ALL COLUMNS AND BEARING WALLS THIS LEVEL TO HAVE 2 HR FIRE RESISTANCE RATING. 2. ALL FLOOR CONSTRUCTION INDICATED ON THIS LEVEL TO HAVE 2 HR FIRE RESISTANCE RATING. 3. ALL ROOF CONSTRUCTION (IF APPLICABLE) INDICATED ON THIS LEVEL SHALL HAVE A MIN. OF 1 HR FIRE RESISTANCE RATING. 4. REFER TO PROJECT GENERAL INFORMATION SHEETS FOR OVERALL FLOOR AREAS AND BUILDING CONSTRUCTION INFORMATION — — — — — :;: •'; I I 5. FIRE RATINGS FOR COLUMNS, BEARING WALLS AND FLOOR CONSTRUCTION IS PROVIDED BY CONCRETE. REFER TO STRUCTURAL DRAWINGS FOR REQUIRED COVERAGE OVER I I I I I I REINFORCING STEEL. — — — �— + — _ '•o: : :• •: __ ` ' _ "�- ' - — �— — — — 6 015 REV #6 08/10/07 I 3 012 PHASED CONST 03/08/07 I I INOT F SE�'ARATION LINES [NIL ATE ON XI PERMIT APP I ''' THIS SHE T INDICATE {=ARTITIONS FROM FLOOR .•i l ♦ t I IBEL& XTENDING TO THE ROOF STRUCTURAL I J I 1- 01i _ ao o� _ 6TH FLOOR PLAN \\ I `` FROJECT NORTH NORR SP PROJECT KEYPLAN INNINNINNIN IN.NO .INNI ENLARGED FLAN ROOF CID - - - - - - - _ _ - _ I>� _ I I 'ROOF EGRESS PLAN co CD _ _ _ —1— — I EGRESS FLAT l — EAST WING N _ IN, I SCALE: 3/32"=1'-O" 0 mmpm 41_0" V-o■ 12'-o' ~ I I I I PLAN NORTH tv G1 . 7 . 3 I I I I I I I U Q° 01 4C: AjA F=1 L <D N R I E:> 4Z: E3 F=t I IIIIIIIIIIIIIIIIIIIIlIF 7rm s,F VA�61 C:� <D F=t JA E:> C:> Z r O GENERAL NOTES LIONSHEAr_> CIRCLE ^ I 1. Any shallow utility conduit not supplied by the respective utility company shall be Schedule 40 unless O_ /�'� noted otherwise. 2. Replacement/repair of existing hardscape or landscape features disturbed during the relocation of PROJECT ( O 1-70 EXIT 176 `/ utilities shall be coordinated with Todd Goulding, VRDC. SITE 1 r•a 3. Any slab top vaults installed under future snowmelt areas shall have a minimum of 1' from top of _ � Ea-LA �'7 N V o Z vault to rim elevation to accommodate the snowmelt system. �� J U 1=10, a SHEET INDEX 4. All 90' vertical bends in shallow utility conduits shall have a 3' minimum radius and all 90' horizontal �V O Q ° o [� ►7 bends shall have an 5 minimum radius unless specified otherwise. P' 1J P J � CIVIL COVER SHEET SHEET C OOOA 5. Refer to the Soils Reports prepared by Koechlein Consulting Engineers, Inc., dated 12-28-1998 and ��i O O TOWN OF VAIL CONSTRUCTION NOTES SHEET C 0008 fTl 7-8-2002 for compaction requirements and recommendations. All trenches shall be backfilled and qs w compacted to 95% Standard Proctor or 90% Modified Proctor with moisture content within 2% of optimum. ✓] �`_� T V,Q�` EXISTING CONDITIONS PLAN SHEET C 001 (n Backfill material shall be free of topsoil, organic material, frozen material and all non-structural material. a SITE DEMOLITION PLAN SHEET C 002 If trench backfill and compaction requirements for different entities or agencies conflict, the more 1_J restrictive requirements shall be used. d D \��Q t� GRADING & DRAINAGE PLAN SHEET C 003 co C 003B \\ ❑ v STORM SEWER PLAN SHEET C 004 6. When multiple conduits are placed in the same trench, Contractor to provide minimum 12 separation between CATV/Telephone/gas lines or conduits and Electric conduits. STORM SEWER PROFILE SHEET C 005 7. Select fill denotes native material with no rocks larger than 2" in diameter and approved by the �-� �! O C p Q 1 D �``� ��L WATER AND SANITARY SEWER PLAN SHEET C 006 Engineer. If no select fill exists on site, Contractor to use 3/4" road base. p /'�^ p q O \ V �- - C� ❑ Q / 0 � � SHALLOW UTILITY PLAN & DETAILS SHEET C 007 OWNER/DEVELOPER 8 Provide ' of select back fill v � ❑ \ 2 t i above conduits and lay warning tape as required by the Utility Companies �- o❑ � a � and the Town of Vail. _�� O IS Q / � EROSION CONTROL PLAN SHEET C 008 o � � � � ❑ � �� O VAIL RESORTS ❑ �� ,1�� Q �Q 9. Compaction and materials testing will be required. SITE & UTILITY DETAILS SHEET C 009 DEVELOPMENT 4411 0 �� 0 � [��o O � O O O HARDSCAPE DETAILS SHEET C 010 C-7 COMPANY 10 It is the Contractor's responsibility to coordinate construction with all shallow utility companies and (l EROSION CONTROL DETAILS SHEET C 011 AVON,COLORADO to have all work done by the Contractor approved and accepted by each respective shallow utility dQD CIS] �� company. C3[3 d V� �O �� SIGNAGE RELOCATION PLAN SHEET C 012 EAQLE � 11. The Contractor shall install all conduits, vaults, pads, pull boxes and pull strings. The utility lines are to be installed by the respective utility companies. - • E3 ROAD DESIGN ARCHITECT 12. The Contractor shall install conduits for the electric, phone and cable TV lines as shown on the plans. VICINITY MAP CHAIR 13 ❑ �C7 Trenching nd installation of the as lines shall be coordinated with and completed b Xcel Energy. 5� 9 9 P Y 9Y _ REVIEWED BY 4240 13. All work shall comply to the individual Shallow Utility Companies rules and regulations. THESE PLANS HAVE BEEN REVIEWED BY THE FOLLOWING LOCAL ENTITIES FOR CONCEPT AND CONFORMANCE TO LOCAL 14. The Contractor shall repair and/or replace any existing underdrains, culverts or existing utilities STANDARDS ONL Y THE REVIEW DOES NOT IMPL Y RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL Denver, Colorado disturbed by construction, and that are intended to remain, to the satisfaction of the Engineer and the HOLY CROSS ENERGY CONSTRUCTION SPECIFICATIONS QWEST COMMUNICATIONS STRUCTURAL SPECIFICATIONS ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE DESIGN respective utility company of the damaged utility. F)-VA,F RIVER WATER ND !SNJ TON' 0137RtrT CT C vy T a _A. iRSAic-1 1 TRENCH AND CONDUIT (CONTINUED) 2 SPLICE VAULT MAINTENANCE HOLES: r \ � ARCHITECT OF RECORD 15. The Contractor shall install pull strings in all conduits. A All splice vaults and maintaining holes are to be equipped with ladders and cable racking materials, as may be n � h} t.hi. _ E� - _ �eie GLOVER SMITH BODE,INC 3. Power facilities to be placed parallel to deeper utilities shall have a horizontal separation from the appropriate for specified size and intended usage 1-1CLY ity.5.� ENE G, , OKLAHOMA CITY,OKLAHOMA 16 The Contractor is warned that conflicts with existing utilities may exist, including shallow utilities, deeper utility greater than the vertical separation between the two utilities. When crossing a deeper utility , J � �� /# is unavoidable, B� '` " '�` �` ` 1 culverts, subdrains, roof drains, Irrigation lines, water and sewer lines, street light electric service Imes, the crossing will be made as close to perpendicular as possible. - r'�'` '=�--°- -° CIVIL ENGINEER etc. Prior to beginning any construction, the Contractor shall contact all appropriate utility companies for 1 Any EN COM ASS r_ s - ELY fart ,�� ALPINE ENGINEERING,INC 1 An items that deviate from these specifications must be cleared with the Qwest Communications Engineer prior to EDWARDS COLORADO line locations He shall then locate all utilities (including depth) Any conflicts with the proposed 4. If cable television or telephone facilities are placed In the power trench, a minimum of 12 horizontal y p g p , separation must be maintained between the power facilities and the other utilities. In no case will the change being made in the field by the Premises Owner/Developer. �? ,�� 1n .�' _- construction shall be brought to the attention of the Engineer so that minor line or grade changes can P P ��. _ (°~��,�-�-0 ��, i� be made to eliminate any conflicts with these existing utilities All existing utilities shall be protected from facilities of another utility installed in the trench be placed at a greater depth than the power facilities. 2. Construction work on telephone supporting structure must be completed and inspected 30-days pnor to the date � I � -c r r i ` " � " `i` `� ''' ""`PY LANDSCAPE ARCHITECT damage by the Contractor at no expense to the Owner. that permanent telephone service will be required. Should Premises Owner/Developer fall to meet this time frame, NOTE: THE SIGNATURES SHOWN HERE WERE OBTAINED VIA FAX AND TRANSPOSED ON TO THIS SHEET S E GROUP 5. Back fill and compaction shall be performed as required by the governmental entity or other agency Qwest Communications shall not be obligated to meet the tentative in-service date and shall be allowed the full BURLINGTON,VERMONT 17. Contractor shall obtain at his expense all permits and inspections which are necessary to perform having jurisdiction 30-day WITH THE ACKNOWLEDGEMENT OF THE UTILITY COMPANIES. p p p y p y period within which to schedule and complete all of its work that may be associated with this project, the proposed work. commencing at the point in time that the Premises Owner/Developer has met the requisite structural inspection STRUCTURAL ENGINEER 6. Conduit joints shall be knocked completely home during gluing. A pull string will be placed through each HAYNES WHALEY ASSOCIATES, 18. All construction shall conform to municipal or district standards and specifications and be subject to conduit and tied off in the vault at each end No unnecessary bends will be allowed in conduit runs. Any 3. FOR INITIAL/FINAL INSPECTION CALL SAM TOOLEY AT LEAST 48-HOURS IN ADVANCE. INC construction observation by their representatives. Copies of municipal and district standards must be bend allowed will not be closer than 5 feet to a vault. Changes in construction from that shown on the HOUSTON,TEXAS Q obtained by the Contractor. project plans will not be made without prior written approval from Holy Cross Energy. A wire brush will be 6 PROJECT C 0 N TA C TS pulled through each conduit, after installation is complete, to remove rocks and other foreign items. SEWER NOTES (970) 262-4003 MECHANICAL ELECTRICAL 19. Contractor shall not scale drawings for construction purposes. Any missing dimensions or XCEL ENERGY (GAS) JIM 0 NEAL PLUMBING ENGINEER discrepancies in plans, field staking, or physical features shall be brought to the attention of the Engineer. 7. Conduit shall be covered with at least 4 of rock-free soil or sand prior to back fill. Large rocks shall ABS CONSULTANTS INC P P 9� P Y 9 9� „� 1. All sanitary sewer construction shall conform to Eagle River Water and Sanitation Districts standards JOHN FARRELL (970) 418-8158 DENVER,COLORADO If Contractor proceeds with the work without notifying the Engineer, he does so at his own risk. not be pushed in directly on top of this 4 cover. Care must be taken to avoid damage to conduits or COMCAST CATV P Y 9 9 and specifications All sewer mains and service lines proposed herein shall conform to ASTM D2241 ( ) cables during back fill and compaction "Standard Specifications for PVC, pressure rated pipe SDR Series)" and shall be constructed to the lines (970) 477-5449 INTERIOR DESIGN P P P P ( ) EAGLE RIVER WATER AND SANITATION DISTRICT FRED HASLEE 20. Observations of the work in progress and on site visits are not to be construed as a guarantee or and grades shown herein. WILSON&ASSOCIATES warranty by the Engineer of the Contractor's contractual responsibilities. 8. Holy Cross Energy must inspect all conduit installation before the conduit is covered and again after (970) 947-5425 DALLAS,TX covering, but prior to back fill. HOLY CROSS ENERGY (ELECTRIC) JEFF VROOM 2. All materials and workmanship shall be subject to inspection by the districts and/or their LIFE SAFETY 21. The Owner will provide certain construction staking The Contractor is advised that this may not be (970) 468-6860 >� representatives. The district reserves the right to accept or reject any such materials and workmanship QWEST TELEPHONE SAM TOOLEY BCERENGINEERINGINC all of the stakes he will need Additional staking will be at the Contractor's expense. 9. Conduits ending outside a vault shall be capped and marked with a 4 x 4 post. Individual conduits (TELEPHONE) 22. Safety is the responsibility of the Contractor. The Engineer is not responsible for safety in, on, or shall enter each vault at a consistent location. that do not conform to district standards or specifications ARVADA,COLORADO CIVIL ENGINEER' ( )AEI KENT KRIEHN, 970 926-3373 about the project site, nor for compliance by the appropriate party with any regulations relating hereto. 10. Red trench marking tape will be supplied by Holy Cross Energy and shall be installed 18 3. The district and its engineer are to be notified by the Contractor at least 48 hours prior to any JEN BABCOCK above the utility construction. GEOTECHNICAL ENGINEER, conduit or cable during back fill. Y BILL KOECHLEIN (303) 989-1223 KOECHLEIN CONSULTING ENGINEERS PROJECT NUMBER 2094100 23. The Contractor shall provide all lights, signs, barricades, flagmen, or other devices necessary to 4. Compaction of all trenches must be attained and compaction tests results submitted to Alpine (970) 845-2355 provide for public safety in accordance with the current Manual on Uniform Traffic Control Devices or as 11 VAULTS JACK HUNN P P y Engineering, the Contractor and Vail Resorts Development Company.. VAIL RESORTS DEVELOPMENT CO. (OWNER) ISSUE REVISION DATE I required by the Town of Vail and CDOT. The Contractor is to provide a Traffic Control Plan to the Town (970) 476-8644 of Vail and receive approval of the plan prior to the commencement of an construction within the road 1. Vaults shall be installed as follows: BRENT BIGGS PP P P y 5. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully LAND SURVEYOR, PEAK LAND CONSULTANTS INC.- right-of-way A. Splice vaults shall be installed with the manhole at or slightly below final grade. indicate as-built conditions. Said drawings shall be provided to Alpine Engineering upon completion of the (970) 477-8572 B. Transformer vaults and switchgear vaults will be installed with the bottom of the pad at final grade. g P P g g P P VAIL RESORTS PHONE DON GRESS 24. The 6eneial 6ontiuctui to protect all trees that are to be pieseived dming constitiction opelatiorTS: C. Where vaults are set into hillsides or sloped cuts, the downhill side of the vault will be graded work. As-built drawings will be compiled by Alpine Engineering prior to final acceptance. Contractor is to provide at least two ties from physical monuments to all fittings, valves and manholes. TOM KASSMEL-TOV ENGINEER- (970) 479-2235 according to A. or B. above. The slope behind the vault will be laid back sufficiently to prohibit soil or TOWN OF VAIL LEONARD SANDOVAL-TOV 25. Contractor shall restore and/or replace all disturbed landscaping and sod to a condition equal to or rocks from sloughing into the pad-mounted equipment or onto the manhole. If the slope cannot be laid 6. The contractor shall verify existing pipe or manhole inverts at tie-in points prior to construction CONSTRUCTION INSPECTOR (970) 479-2198 better than the pre-construction state and to the satisfaction of the owner. back for enough, a retaining wall shall be constructed behind the vault. D. All vaults will be installed so that the top pad is parallel to the finish road grade. staking. 26. Portions of the proposed utilities will need to be staked both horizontally and vertically. Contractor E. Pads or lids will be placed at the time of vault installation unless otherwise requested by Holy Cross 7_ Manhole rims shall be set at an elevation relative to the pavement in accordance with District and shall coordinate with engineer to determine which utilities will need to be staked. Some utilities will need Energy. Town of Vail requirements. Precast adjusting rings shall be used to adjust rim elevations to final grade. WATER NOTES Cont. to be constructed deeper than normal to accommodate future proposed grading. F. All vault pieces shall be jointed with a tar type sealant (when provided by Holy Cross Energy) with The maximum acceptable vertical adjustment is 12 inches. Manhole steps shall conform to OSHA step the exception of the vault pad or vault lid. standards. 7. All water mains shall be hydrostatically tested in accordance with ERWSD standards. Chlorine testing shall 27. The Contractor is responsible to install and maintain sediment control measures to insure that be done in accordance with ERWSD standards. _ sediment-laden water does not leave the site. Certain sediment control details have been shown on the 2. Holes knocked in vaults for conduit installation shall be as small as possible and shall be grouted 8, The Contractor shall take care to properly shape all manhole inverts and benches to promote smooth detail sheet. These details may not be all the measures necessary to provide adequate sediment and closed on the outside of the vault prior to back fill. flow through the manhole. Inverts of lines intersecting at 90 degrees and at highly divergent or flat 8. Provide thrust blocks on all waterline bends per ERWSD specifications. erosion control. Contractor shall provide ongoing inspection and maintenance of all sediment control slopes are especially critical. Manhole inverts shall be constructed with a smooth trowel finish and benches features. 3. Conduit shall enter vaults perpendicular to the vault wall, about 2" above the floor of the vault, and shall be finished with a light broom non-skid finish. All concrete for manhole construction shall be made 9. Angles of water line bends are shown only as a guideline; all bends have not been identified or dimensioned, 28. Stabilize all points of ingress and egress with crushed stone to prevent tracking of mud onto public about 2" from any adjacent walls and shall have a minimum separation of 1 inch between conduits. with Type II cement with a minimum 28-day compressive strength of 3000 psi and additional bends may be required during construction. ways. The Contractor shall minimize all off-site soil tracking. 4. Conduit will be cut off 2" to 4" from the inside wall of the vault. 9. All pipe shall be constructed with pipe bedding as shown in the sanitary sewer plans and details. If 10. Alpine Engineering, Inc., assumes no responsibility for utility locations. It is the contractors responsibility P�P P�P 9 Y P P� 9 9• P Y Y P Y 29. Trenching and installation of the gas lines shall be coordinated with and completed by Xcel Energy 5. Pedestals for other utilities shall not be located closer than 10 feet to a vault on sides where trench conditions vary or if rock or water is encountered, Alpine Engineering is to be notified prior to to field verify the location of all utilities prior to commencement to any construction. Xcel energy will provide the materials. transformers or switchgear will have access doors. Pedestals shall not be located closer than 3 feet to a proceeding with construction. . vault on sides where the pad-mounted equipment will not have access doors. 11. Install 10 gauge insulated copper tracer wire along the water mains, and cad-weld, per current ERWSD 30. CERTAIN MEASURES WILL BE REQUIRED TO PROTECT UTILITIES INSTALLED AS PART OF THIS PROJECT requirements. 6 015 REVISION#6 08/10/07 FROM DIFFERENTIAL SETTLEMENT THAT WILL OCCUR IN BACKFILL AREAS ADJACENT TO STRUCTURES. 6. Holy Cross Energy provided ground rods shall be fully driven with no more than six inches of rod 12. Verify all existing pipe invert elevations prior to construction. Q013 REVISION#4 04/12/07 CONTRACTOR SHALL PROVIDE A DESCRIPTION AND DETAILS AS TO THE MEANS AND METHODS THAT WILL BE exposed above the earth within the cavity provided in the center of the vault base. Holy Cross Energy IMPLEMENTED AND/OR INSTALLED TO PROVIDE LONG TERM PROTECTION TO ALL CULVERTS, PIPES AND must approve any other installation where soil conditions will not permit the ground rod to be full driven. WATER NOTES 009 PERMITSET 11/17/06 CONDUITS THAT PASS THROUGH OR OVER STRUCTURES INTO EMBANKMENT. 13. Provide as-built drawings with (2) ties to water line valves, horizontal and vertical bends, service tap QWEST COMMUNICATIONS STRUCTURAL SPECIFICATIONS 1. Water construction shall conform to Eagle River Water & Sanitation District's standards and locations and curbs stops. 31. All inlet frames and grates shall be set to match the adjacent finished grades. specifications. 14. As part of these plans, several adjacent properties will be disconnected from the existing water and sewer NOTE: Qwest Specification notes provided by Qwest. mains and reconnected to the new mains proposed herein. Prior to beginning any construction, Contractor shall 32. EXISTING STORM SEWER MUST REMAIN FUNCTIONAL THROUGHOUT CONSTRUCTION. 2. All materials and workmanship shall be subject to inspection by the district and/or its representatives. provide n the Engineer, o sequence of construction that outlines the methods and procedures to be used that 1. CONDUIT: The district reserves the right to accept or reject any materials and workmanship that do not conform to P g q district standards or specifications. will maintain water, sewer and fire protection services to these adjacent properties. A. All conduits are to be equipped with minimum /" polypropylene pull line. 3. ERWSD and Alpine Engineering is to be notified by the Contractor at least 48 hours prior to any 15. Any service tap fees that may be required as part of these proposea utility installations are to be paid HOLY C R 0 S S ENERGY CONSTRUCTION S P E C I FI C A TI 0 N S B. All conduit bends are to be steel sweeps or no less than PVS Schedule-80 fully encased. Long radius sweeps are to prior to making the connection to the main. be used in main trench sections. Standard radius sweeps may be used at closure locations. water line construction fora pre-construction meeting. 1. TRENCH AND CONDUIT Compaction of all trenches must be attained and compaction test results submitted to Alpine 16. No fire hydrant extensions are allowed by ERWSD on new installations. C. All conduit runs are designed on the basis that each separate run will have no more than two (2) 90' bends without P P P� the insertion of an appropriately sized pull box. Engineering prior to acceptance. All pipe shall be constructed with pipe bedding as shown in the water 1. Holy Cross Energy provides all conduits, vaults and pads. The contractor provides the excavation, plans and details. If trench conditions vary or if rock or water is encountered, Alpine Engineering is to be 17. The center line of the fire hydrant discharge must be a min. of 36 above finished grade. Coordinate all installation and backfill. Trench will be excavated deep enough to ensure that the top of installed D. All conduits will be PVC Schedule-40 or better unless specified otherwise. If steel or iron pipe is used between the notified prior to proceeding with construction.. fire hydrant locations in the field with Mike McGee (TOV FD) prior to installation of any hydrant. A dielectric power facilities will be 48" below finished grade. Special care must be taken to ensure that the building and the property line, the pipe must be kept free from contact with any reinforcing steel or other conductors fitting shall be installed between dissimilar metals. top of conduits will be 48" below the bottom of drainage ditches and all other low areas. Where within the building foundation wall 5. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully initial excavation is less than 48" in depth due to planned subsequent fill, service will not be indicate as-built conditions. Said drawings shall be provided to Alpine Engineering upon completion of the provided until final grade is reached. E. Conduit(s) will be furnished and installed by contractor for the exclusive use of Qwest Communications. work. As-built drawings will be compiled by Alpine Engineering prior to final acceptance. Contractor is to 2. Trench will be as straight as possible between vaults and shall have a smooth bottom free of F. Conduit(s) placed in the same trench with power supply conductors/conduits must be separated by a minimum of 12" provide at least two ties from physical monuments to all fittings, valves and manholes. rocks A Minimum of 4" P of soil will be placed over any rocks left in the trench to cover rocks or P of compacted soil or 3" of slurry encasement and have minimum depth of cover of not less than 24" on private 6 property and 36" of cover at the property line. . Water mains shall be constructed with ductile iron pipe, AWWA C151, AWWA C111, class 52, pressure smooth out low places, will be compacted prior to conduit installation and the trench bottom rating 350 psi. All water mains, fire hydrant lines and water service lines shall have a minimum cover of REVIEWED �Y COVER regraded. G. Labs, water/gas pipe, flex conduit or plumbing fittings shall not be deemed acceptable for use by Qwest 7' unless noted otherwise. communications. 26ZO -- SHEET E -- - H Conduit(s) terminating at a utility pole must be attached to the pole and extend to a minimum height of 12 AFG F - - - SAFEbuilt Colorado ENGINEERING INC COOOA EDWARDS BUSINESS CENTER • P 0 BOX 97 EDWARDS. COLORADO 81632 • 970926-3373 FAX 928-3390 P\TOV05001\dwg\Master\Ritz-COVER dwg, 10/17/200710 28 31 AM,babcock P Town of Vail - General Notes f M6 1. Obtain a Public Way permit from the Town of Vail Department of Public Works, (970) 479-2158. Obtain all required building permits through the Town of Vail Department of Community Development, 75 S. Frontage Road, Vail, CO, 81657. 2. All contractors shall be licensed to perform work within the Town of Vail. Obtain and pay for contractor's license at the Town of Vail Department of Community Development, 75 S Frontage Road, Vail, CO 81657. n 3. The contractor shall obtain all necessary standards, specifications, permits, bonds, etc. from all applicable agencies prior to �J V commencement of construction. 4. The public and the Town of Vail will have the right occupy the public Right of Way and adjacent facilities during the entire period of construction. Perform site work operations to minimize conflicts and to facilitate use of the premises and conduct of normal operations. 5 All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Town of Vail Code, Development Standards Handbook, Construction Details and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the Town of Vail. �] 6 All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 7 0I 7. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the Town of Vail, as O beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the Town of Vail Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the rJ engineer hereby agrees to hold harmless and indemnify the Town of Vail, and its officers and employees, from and against all liabilities and damages which may arise from any negligent errors and omissions contained in these plans. L 8. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the local utility entities standards and specifications current at the date of approval of the plans by the Town of Vail. J '^ 9. The type, size, location and number of all known underground utilities are approximate when shown on the drawings It shall be the responsibility of the contractor to verify the existence and location of all underground utilities along the route of the work before v c) commencing new construction. The contractor shall be responsible for unknown underground utilities O 10 These drawings represent only the approximate location of utilities and are included only for the convenience of the contractor. N Z U Contractor shall be responsible for locating all utilities, pipes and structures. Contact utility notification center of Colorado (800)-922-1987 a to locate underground facilities. Contact Town of Vail for additional locates (970) 479-2158. Contact Eagle River Water and Sanitation District for additional locates (970)-476-7480 ext. 114. Utility locates to be performed at least 72 hours prior to any construction activity. Contractor shall ensure that work preformed in the proximity to utilities shall be according to the requirements of the Jib requirements of these agencies. The contractor shall notify the owners representative of any existing utilities which may interfere with the proposed work prior to construction. The contractor shall repair all existing utilities to remain which are damaged during construction at no additional cost to the owner. 11. The contractor shall coordinate and cooperate with the Town of Vail, and all utility companies involved, assuring that the work is V J accomplished in a timely fashion and with a minimum disruption of service. The contractor shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 12. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to facilitate construction or if any water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 13 The contractor shall submit for approval and comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, at (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 14 The Contractor shall provide and maintain approved erosion and sediment control "best management practices" (BMP) for the project OWNER/DEVELOPER duration Contractor shall inspect BMP's weekly and after every precipitation event. Contractor shall document inspection and make reports available upon request. Accumulated sediment and debris shall be removed from a bmp when the sediment level reaches one half the bmp VAIL RESORTS heights or, at any time that the bmp functionality is adversely impacted. All necessary maintenance and repair shall be completed within 48 hours of identification, unless otherwise agreed upon DEVELOPMENT 15 The Town of Vail shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of COMPANY on site drainage facilities shall be the responsibility of the private owners. AVON,COLORADO 16 The Town of Vail shall not be responsible for any damage or injuries sustained as a result of the construction of this project as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage 17 The Contractor shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and DESIGN ARCHITECT debris must be removed within 24 hours by an appropriate mechanical method (Le machine broom sweep, light duty front-end loader, etc.) or as approved by the Town of Vail construction inspector. 18 The Contractor shall notify the Town of Vail Construction Inspector (970-479-2198) 72 hours prior to the start of any construction If 4240 work is suspended for any period of time after initial start-up, the contractor shall notify the Town of Vail of reason for suspension and estimated time of suspension Contractor shall notify the Town of Vail 72 hours prior to restart of construction. 19 The Contractor shall notify the Town of Vail Environmental Health Inspector (970-479-2333) at least 2 working days prior to the start Denver, Colorado of any earth disturbing activity, or construction on any and all public improvements 20 The Owner shall be responsible for obtaining and submitting to the Town of Vail Construction Inspector material tests in accordance with the applicable standards and specifications for all work within the Public Right- of-Way If the final soils/pavement design report does not ARCHITECT OF RECORD correspond with the results of the original geotechnical report, the Owner shall be responsible for a re-design of the subject pavement GLOVER SMITH BODE,INC section All final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to OKLAHOMA CITY,OKLAHOMA the Town of Vail Construction Inspector prior to placement of base and asphalt 21 Prior to placement of H B P. or concrete within the public Right of Way a mechanical proof roll' will be required. The entire subgrade CIVIL ENGINEER and/or base material shall be rolled with a heavily loaded vehicle having minimum single axle weight of at least 18,000 Ibs Any ALPINE ENGINEERING,INC subgrade/base section exhibiting excessive pumping or deformation as determined by the construction inspector shall be reworked, replaced EDWARDS, COLORADO or modified to form a non-yielding surface. The Town of Vail Construction inspector shall be notified 24 hours prior to a "proof roll". LANDSCAPE ARCHITECT 22 The Contractor shall furnish electronic and hard copy reproducible As-Built record drawings showing horizontal and vertical locations and S E GROUP elevations of constructed improvements including all utilities, and drainage appurtences prior to acceptance of the project. BURLINGTON,VERMONT 23 The Contractor shall video camera (TV) all installed public storm sewer pipe prior to final paving and/ or other final surface treatments STRUCTURAL ENGINEER are completed A copy of the video taping shall be provided to the Town of Vail for review and approval and record keeping. HAYNES WHALEY ASSOCIATES, 24. The Contractor shall be responsible for all aspects of safety -including, but not limited to, excavation, trenching, shoring, raffic control, INC p p y g' g' g' HOUSTON,TEXAS and security. Refer to OSHA Publication 2226, Excavating and Trenching 25 The Contractor shall submit and have approved a Construction Traffic Control Plan, in accordance with the MUTCD (Manual of Uniform MECHANICAL ELECTRICAL Traffic Control Devices), to the Town of Vail Construction inspector, prior to any construction activities within, or affecting, the PLUMBING ENGINEER Right-of-Way. The contractor shall be responsible for providing any and all traffic control devices as may be required by the construction ABS CONSULTANTS INC activities. DENVER,COLORADO 26. The Contractor shall submit to the Town of Vail Construction Inspector and gain approval for a construction staging plan, schedule and INTERIOR DESIGN phasing plan prior to the start of construction. WILSON&ASSOCIATES DALLAS,TX 27. Construction sites and staging areas must be fenced and maintained in a secure condition at all times. Keep fencing and surrounding areas clear of trash and debris. Any construction debris or mud dropped into manholes, pipes, or tracked onto existing roadways shall be LIFE SAFETY removed immediately by contractor. Contractor shall repair any excavations or pavement failures caused by construction within or in the BCER ENGINEERING INC vicinity of the limits of construction. The contractor shall be responsible for damage due to construction at no additional costs to owner ARVADA,COLORADO The contractor shall remove all sediment, mud, and construction debris that may accumulate in the flow lines, private property, and public rights of ways of the town as a result of this construction project. Removal shall be conducted within 48 hours. Return all construction staging sites to their original condition upon completion of the construction project. 28. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the PROJECT NUMBER 2094100 Designer for clarification, and annotate the dimension on the as-built record drawings. ISSUE REVISION DATE 29. The Contractor shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job 30. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the contractor shall contact the Owner, the Design Engineer and the Town of Vail Construction Inspector immediately. 31 The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks for the project as well as the basis of bearings. The information shall be as follows- Benchmarks - Town of Vail Survey Control PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE". ELEVATION = 8287.82' (NAVD 88). PROJECT DATUM SCALE FACTOR: 1.00041186 BASIS OF BEARING: COLORADO CENTRAL ZONE (HARN) NAD 1983/92 AND TOWN OF VAIL MAPPING PROJECT OCTOBER 1996, STATIONS SPRADDLE N 1660652.671 E 2753950 797 AND WOODMAN N 1652148.916 E 2727065.360, SPRADDLE TO WOODMAN BEARS S72'26'53" W. 32. Locate, protect, and maintain bench marks, monuments, control points and project engineering reference points. Reestablish disturbed or destroyed items at Contractor's expense. 33. The Contractor shall be responsible for replacement of any existing materials that are damaged during construction within the limits of construction or in the vicinity of the limits of construction, at no additional cost to the Owner. 34. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. Patching shall be done in accordance with the Town of Vail Street Repair Standards. The seams of the asphalt patches shall be infrared unless otherwise instructed by the Town of Vail Engineer. 35. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 36. Standard Handicap ramps are to be constructed at all curb returns as identified on these plans. The construction of these handicap 009 PERMIT SET 11/17/06 ramps shall be in accordance to ADA current standards. 37. After acceptance by the Town of Vail, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance 38 The Contractor shall be solely and completely responsible for the conditions at and adjacent to the job site, including safety of persons REVIEWED BY and property during performance of the work. The contractor shall provide lights, signs, barricades, flagmen, or other devices necessary to provide for public safety, pedestrian and vehicular access as needed. This requirement shall apply continuously and not be limited to norma FEB 2 6 2G working hours 39. The Contractor shall not willfully proceed with construction as designed when it is obvious that previously unknown obstructions and/or grade differences exist that may not have been known during design. Such conditions shall be immediately brought to the attention of the SAFEbullt Colorado owner's representative for decision. The contractor shall assume full responsibility for all necessary revisions and repairs due to failure to give such notification at no additional cost to the Owner. 40. At the end of each working day, the Contractor shall be responsible for connecting the existing storm drainage pipes to the newly installed storm drainage system. All drainage systems within the construction limits shall be maintained by the Contractor for the entire duration of the construction project. The contractor shall be responsible to maintain all drainage within the construction site and offsite drainage which is directly affected by construction 41. The Contractor shall be responsible for maintaining the operation of the existing Town street lights within the project limits. The contractor may provide temporary street lighting approved by Town of Vail, when existing street lights are removed. 42. The Contractor shall be responsible for maintaining the operation of existing Town irrigation lines within the project limits unless TOWN otherwise approved by the Town of Vail. 43. 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No. 2 26 411 C-1 , �� , �/' ____� "," ,�_--- \ '% ARVADA,COLORADO .0ky INV T = 8109. /A�, / / ] ___ � -I----� -,,---, � _ - - ____ T- 4s�__, /I ,--vr, / -'y �, 00, ____ I \ � I , "_', , "� "�_ 'oe " I "_ Lj 'e, f�_ ,L"� 0 �,SN\-� , I N16*42'07"W - 2.08' 11 / r / . /_ \ 00`IIII` -!!5-- -`� 'I,- ' ' ,,- \ 0"' - ",,"�`,�,-�-- ^_ / / __ \ \ IIII � " �,,__/�, �,_,_, \� 11 NER \ "$ // 4�1 / / - _�, � ,,�"',z, - \ �� lcl� _____ \ \ � _/�_,,! - - 'p- ,0,5, vp- -;�r I / \ -�_' 2 , , -�,------ , I V, 11 / / \ I � oom - �/111� _�;Z�'��'C� I ^ 1z, -I'�Or - dor I b U pc-� 0 , 1V 12\ �w 0 <�,�,.,, -i --�,1�,'�,' - - X\_ PROJECT NUMBER. 20941 00 u S INV / ! \ wV I g z0) ,�"_ �_, - -,-Y,, �, $ iv � OW ju 4� X 1/,�, /( S I /� / / / \ ') " V"/ �� /I- INV I / <N / 11/ / / VII. .J�� _,-;��x,,��,'�', ,- L -_�T \-% ._0 "'14, �,w T.J V-1 / / I / ,_911�� 09� ,��/ /_T� .A ISSUE REVISION DATE I ,�/ _.� - � `�,-�,,,�� IV` I SE �R MANHOLE MH 070 �P/,- - ,�, - � V � I Aft . .1, / / _____ 00 1'1�11 1;�/J,111 , \ Ni� SEWER M 0 1 IM =\8117 9' -C�,K,,, ' A _� - ___� \ 'Arigr . 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", _V __ -, ,-,-`,,�,-�,�,-��,- ,/",s',�',,'�"""-, ,,,�,,,,, - 0 1 \ N 8" PVC INVpR� - ��,,,�� i/,�� " , , � � ,., I , .. , � , , , ______ r ,<, , \ �_ ,;�, I Z4 Hu 1-1 ____�__ 1��'� -, ��' �� 11 P <D� /I _1� \ OUT " 01_itsu�jv u ___ Lp. - �/ _:I- - VL HAND RAIL - ��11'1_�?�,%`�'111 1'��'1�111'1'L��1�11��,' '-I- � __� ___�-.-., - !I - �', , I - "� � � @ SEWER MANHOLE - -'-:,, . . \ \ � III �� - , ,""'"'��, _�V\_,_ � k�4 0 �,�/,-�,��,X,�, / ,,, �� - - I 0_1 V __71 *It�a �"_ \ \ -::::n __:�, lio�_ %.. _-44,1,,�",�?"-,�l __L_1__r1_, - STORM MANHOLE -AIR-AIR-AIR-AIR- COMPRESSED AIR LINE .�, - �� I I , @ 0 .5� 1 ,,,,, !�S;GK � , " I 1< ) �yj'/'� "I I I ,� -1 �SM_N- , I --,\, \ \ \_�_\---- __------ _1 I- ST -�,-//-�-, I, I 11 , - --,),',,' DECIDUOUS TREE -OHE-OHE-ME-OHE- OVERHEAD ELECTRICAL LINE \ . \N 0 ___ ��7 - 11 , 1� @ WATER MANHOLE c� ro /�11 1�__ "-," I I-".I-1_11� V ,,, �" '� ,0-_-,_,,<z 0` INV (S 60' * - � ___1"I _�', I _ "Ill' , ,,, , 7 �_1-11 --.1-1-,_ z 11 , f _,� ,75�� .�� / V, IX __------' ' 1___' - - -_- - I " 'I.-, x', / ,_� LOT 1 1 ,I,r, IN-V )9 � I \ \ \NNto,� __� 9 � ____ \�-,�-_--_-_-��_ - _L I, 0 BOULDER @ TELEPHONE MANHOLE - BURIED ELECTRICAL LINE _�_ C,p 95 \ "�, - I � � ---" I , , 11 - __ �, T �, I �� I- _ 'jA' �_-_-V ,%��-- . - � � U, " -1 ", � I __� - < ,� \ , �1,, - -�,� _-, i ,_ - P - ) FOUND o. 5 RE - BURIED GAS LINE �1_11 \ �� .) ft 1�1�1� �, , GUY POLE @ UNKNOWN MANHOLE ' ' ___1 1. \ "', �,-\ - -0 4 _ � I i,- WITH AL INUM �0_ , ".. - \ 1, __ _� `_� _____ U� _F1 _t\\� 'V�\N -/I�,_ I-,I "A - - /01\ - � I,1V - X lf_,�, __1\ , L.S. o. 2 E BURIED PHONE LINE 0111�11 \ I li � ��31'/Ie�11 i - FoA LIFT TOWER @ CLEAN OUT 11 1-1 ." ��_��' 4 41 11 _\\,�, \,%� ..., 'I VI] N, �\ 6 .� 0 - �� 1��S_^>, - I f 1� N1 7*37'56" * STREET LIGHT GV -SAN-SAN-SAN-SAN- BURIED SEWER LINE ' k � , A \I < 4' ,3 wV `1\ \ . %,,�,�� - FROM LO IF Ole 1;�� 3 C t - t I oe 17 1-n- I/ L \ � - 11 \ c0__) UTILITY POLE wv WAT-IFAT-WAT-WAT- BURIED WATER LINE - _`�'11 L \ " I \\� - - - X WATER VALVE A 015 REVISION#6 08/10/07 .. & C� - .5 _.-__ ..I,1,N 1�1 . I - BURIED CABLE TV LINE .'-..IIIIIIIIIIIIIIIIIIIIIIIIII� x \ V1, _____C % - __ RIM ELE� , It \ vi� �, \ __= SIGN 0 FIRE HYDRANT , 011 `,_ CTV \ (71, 1_� \ -,,-, , V, =8105 3' - I r,j_/T-_-L/_� SEWER MANH LE MH 0580 1 1�� a BOLLARD ryl�, -F0-FOM-FV BURIED FIBER OPTIC TV OR 009 PERMIT SET 11/17/06 1-1 \0 \ 4' HUF1 INV=blU!)2- I \ ?to I�Cp� 81N 1: \1 1� M GAS METER ��, - - � � \ % /_ -A-,-, 11 11, = 3 . 11 PHONE LINE I 0.1 \ \ I--," 1��', 12" PVC INV=81157' 1_� \ ,� -I IL kk 100) 24 (I 1= tsuv .Z lj�'�,�V�,\ ____ 0 MONUMENT - \ - _ . I \ I 24' �094 , I - I \11 - FE MI ELECTRIC METER -SIQW-SNOW-SN13W-SNEIW- ? , � 1� - SNOW MAKING LINE .1j C; 8" INV NE - 096. �� ,"',\ �, \ __1 \ 0�;_ \ , \-0. 12" PVC INV=8115.4' - V G%e - 11 1�1�72 �_' SNOW GUN \ \ �,- ,��,,--77-_ _" -1 m r"amm == mmmm ymm == C== CMP lz;- ,� � 'La _TA I 3TOR,�INLET � 1, \ % \ G 014 -\%, - -5, _____zA ;!,--�� - _�___ �� \ \ cp ,\ - ::�7> -� ____ !z:;��A �v 11: -- __ - - ��A T E I I __ __ __1 . wv 0 \ ,\ n - ) Tn q7 =8112 3' I � _T1 1\I \\\ �111: 1-11 ____ m BRICK PAVER WALK IEl 0 0 � 0 0 � 0 0 � STREAM I --- �=�_��, \ lt� _)3 'N RN _q RCP INV=8105 7' 'T'JE, , \ ,;r'�,' 7-1� I---- - "I--z _____�� - '� � -I;- \ t% V - _L 1� ,;r'�,' �_- . 21 TELEPHONE PEDESTAL I , 41) I - ____ � I ,V_ I t - - - __�� " "A 'IQ) \�6 �� ) UT\ RCP INV=8106 5' 1� \ % " 1_� __ �� BUILDING 11 ___, I , (;,� - V, 1 , t 0 \t��_ 1__� E __ _-__ ___ - _�L ,� � - . I- North �� a - 1 ps�A��&� -- ___ - \ 's __� - \-5� _ _ ' M STORM INLET _ _En�__', " �' ��,'') & \ ,� ....................I.. .. - __ � - // '� - - -____�__-- y I,,, , -V - A ------------ EDGE OF ASPHALT pa �_ V �� 7� \ ,TV� - __ � "A ___ A, _, (F __ -I-i�__ -,,, ,"� , N-\ N 11 \fir- __:� - �_�_� � __ - - V�- � ____ - (" ____=1 CTV _____��__.- I �I- , , \ \-;� 0 '' � - %NN \ I_1 / I \ � L'I I __ __ 0 WELL � _ ,_f`�___, 1�1�, � \ 't: �'\ \T;) , 'T I 'I- --c" __ __ _� - ,I �� TRANSFORMER \' '11-T % \ t �-_-5-v -- ------- -- - EDGE OFCONCRETE K? ", �_ - 4, , I \ - V�x-I,_- I - -I - \ \ q�7 'p-, t�,I ---A m- % " I - 11 - - - - - - - DRAINAGE of I - - rA � L 1 1 - 17 &_ _ ,� ��L -_�_� \ L�- - , ,' _,:�_ �f i!� 1-1--.10- / __� - - - - - - - r ,,,�,� ,I � �--1 4 \�\\ 1 \\�I `�\, � \ __!, G��;�'__ - 40' r--- 0 p ___ L\ - 41 , 7 \ j16�_: f - :/ ,N- �1,tA \ \ % \ � � ,<' ------ ,,--7" __�, _�� qGq0GX3(p00GG0 BOULDER WALL CURB AND GUTTER Scale: I" = 20' � M ,� Fht�Tlj!"�,;��,7//"/�"�`;",��/f�`��/��`��if�JI,�,�4i))�;s�///,/,;//,?,,'(//�,4',Iil(7�7fli.7��l,"�;-,-,-,n __ ",�, "", -��-" - %g \ "I,\ WOODEN WALL ,� - -,- �_A;!��" SEWER MANHOLE MH 0740 \ \ �� t1l �\ , \ I PNT #, NORTHING, EASTING, ELEVATION, POINTNAME �� 1�,,-:�� \ I I � __ 7�\ DECK OR PATIO Q - - �_ ,N, - ___ t"� \ in - , ___�_ I-,_Is_._.1!_1.d1.s ,'%"' " ".'.' ;:-.A -74' 1 ___ - - RIM = 8109 5' \ \"', tm I _�__ \,\,\,Co, 50,1660932.2900,2749790.6000,0.0000,LC - LOT2 CONCRETE WALL Ir, I -I __I-__ - 94NM \ i I �\I � �r ' ' � � \ 1�1 �� L i�, �� _z_:�_ZAE�� 10" INV (S) = 8096 O' V1 \ \ 10 \ V� IN, , ,_� �j �j OVERHANG -I ,f _____1�,__ -- �fi� 10" INV (N) = 8095 9' \ *1_z_ � ", 11 ----,, � _ �, �_-_� 99,1660932.1150,2749790.4900,8129.2297,AS LC-LOT2 STONE WALL _____ _�, - _ - __ __- --�_�__ _- I - � - k.,-,_)I, �/ - \ \ ,�', 6-T 71 __ I \ , \�_ I__ - -_�Z� -a \ vi -:I �A \ � -CIr TREE LINE 1 _7 � __ ,\ \ , � - +____� sArl�� 100,1660722.2700,2749857.7030,8117.7100,CP GCR-SE RITZ CHAI � - - - - �� i� � I (I 1�4 � t,\ 11 �� , I x N LINK FENCE �--��L �1103 , S81 -_ - I-- � _-_ � - - N-- ,.� 101 ,1660573.1460,2749418.5080,8117.8700,CP X-WALK ---_:�� __ -X'8109.54 1 t I '1� \ _� �I,, \ �� \ ___- G-1, __� 14§550�' __ �_ __ ___ - -- �,_ 7P POOPSTER C P's ,,, __ - IV- � , -jQ � 0- WOOD FENCE - �'_- - � , �\ m �\ \ - \ % , �_ __ SA , 0 -- - _ , I \1, ____ lq---- -- � I I - I I - 11 - , \ � \ � if - 102,1660653.2910,2749347.8030,8119.1200,CP BIKE-HEAD - - - - Im EXISTING - 1 k - - - _�__,_2� , "I 11 A \lt� , \ - ,� N� �to 9�,- G,f�� SA ...- �`__---f�--, - BY _ I � ' ' , i �s k\ x ,_ .-I-15�A'-- -- -D --- �,_, - I t_1 m 11 ISAI �, .L. E�Nj[ - -- Lffiq� - ,,� " ,,�� tA - I -, I __ _,,- __-- ___ ,_ 'e- 103,1660496.7370,2749269.6250,8109.5400,CP POOPSTER I ____ - t, \ :__- �__ � , 1�1 m \\\ " ----: , I � , I I 11 ,;,. \ � G Iloo ._11 - ___ ,�11 �,� �,, -� I m \ A'S, 1-1 . __ � CONDITIONS - � - "I � I ,- \ � I r, �.,\ , , I �_ I I . f� �� 104,1660708.4500,2749291 .4960,8120.1200,CP 133 SHOP-YARD ____ '�,,,; , \ m A 11\11\\" 4--�,- N AS 1�1 11_1� I _ I � I 'i�.�,v \_.I � � __ 1 ,-� ,_ �, I� I,�, - ,---- ,� \ �, I �\ p ____ __ W--:ji�t�� .--11�1 1-11 I-- FES 2b I., - - ,,, 1- � _ , _ _ �� __ ___ __ _____ig�� I SEWER MANHOLE MW 600 , - loll __ - neifl_� - / � ------- 11_1� ---------,- 105,1660945.4300,2749539.7480,8128.7000,CP 12 W STOP NOTE: THIS DRAWING IS FOR INFORMATIONAL PURPOSES ONLY. I I 1�_ _� I _!��--- 1/1 � - - �__�i:� - --__--- --- --- -------so � - 1* I I I ,��___ - - �__ �� 4 / , ,� I .." .11, , �- - � ______________ - _ 3�� \ � IM =�-811069' _,L� ._� 1-11 ) 'L I , - __ - - ____ � ___ ___ - - ___ -=VNI \ i�__ \ I- -�v - \ V_;:::�_ --_AIIIIIIIIIIIII�_,_,_ ----, -,- ,- ------- - - _ _ __- \lt� 'I'_1 __ I I�,�- -�'_ �__ _ -_ __ - M !��i� .,-� s - ��_ ____ __ ____ , Vq 0 - 11 _1_\__0) __��.� - CT - - --- - -- � � _ __ - - �� - - i-889.91 .0 ( V .oI GAI ,,,, _� 0,2749782.1170,8129.7649,AS 1484 REFER TO THE SURVEY PREPARED BY PEAK LAND CONSULT-ANTS � _�� _� - -I--- - _ _ ___ _ - C� - -IN V E _�,5_ _�__ . .11 ,,'� I-, -- -I- _ ____ 'I _,� I � I � � - - -__- � �L �_ � ___ - - - - "I - _� e ___� ___� _" �__ ,_____ __ ______�____�__� ____ ____ �� GAS '11I orado -� � 2-�_ ___--- � �_ - __ - , ,tA\ s W) = � � ____ 107,1660802.0860,2750145.2450,8120.1919,CP EAST GCR FOR ADDITIONAL INFORMATION AND EASEMENT REVISIONS. ALL cool 11 I I � _ -__ _ __ __ 1 $ .-A%'I � SAN .II-1 F_Y------ _. 11� -1 �, �� -- �� ip�aL___ ___ ��__ -- - SA .- . - __ - - - . - - - __ _ff _ , - z \\\--_q/ ///I/ / i - I ,0 �_ r, , ___<��, I t / , , / I \ I- � - � I AV I � I � / / , V- 1 I , / r_ A, f _ _ _j / (_) / / `� \ _�, , / / ( "\ _� � ,�, ,j/ ,� ,V , _ I _ �� \ \ " \ - i-EL �� , : I'N I i � ___�_'�_,) / \ ��, -1 �_,_______ - -��_ _ __ -- __ - 1 - ,I \ � I \ A ,� � __ .-� -7�__,- __.�q_,I ---"e __-,>___� ____ 108,1660842.8170,2750182.4410,8127.9838,AS NE LC-LOT3 SURVEY CONTROL INFORMATION WAS PROVIDED BY PEAK LAND SAFF-built cowado � �, " - -- -' I __ 11 - __ ___� ol' __11 _<� L _ I __ �, _ � � ,�,, , AN ____ I I ,�_ '' " �_ �-zx��--, ,,,, I I --- - � ,-_z- "�____� GAS _--� '0001 ,,,-, , ---- _,- � I -a - I 11 _, ____ __ I,- --- I 'A r" . ---- --- I 11, - - .-� _-w GA ::��_ ' A "." ", � / . . . , __ , - 1, _1� � - __ �%%�, -,Ixrn z4 1 S I'll . - - - ____ ___� A 14� ) ) ) I , _ _ _�A � __ � ___ ----- ��_ --I':,--- ', - Z\ . - r_ ------- I � I , LML�1.,,,��& ._.� --? ,a ,-,O, ,--, , ,,- ,----, I --- - �I 0 la_,�,_41��_ I.- __ ,-� 'T, \ , , " ,,,, �m - i..- , ) \ �_ "-\i__� � � ___� GAS ,.��_, - \ 1-1 " - � -ml\�, AN P\TOV05001\dwg\MasterkRitz-ExistCond dwg, 10/1 7/2007 10 32 12 AM,babcock I \1� 1z\ AS - - - I 1001 X N15, 0 b- ,Yj co A, 0 �'kpg ,mm n 4�_ 44 Y, F/ > .000* x gg, 12" C J�P N( 8 82 5 '-7 Z 130— 7 Cf .01 C7 COC�A 41N -7 -j DEM m:�,\ VCOVE AND -E dD SH "o, '_'FE-A STI 0 NQ "ONCRETE CURB Ile loll SAN __N D— 6U TTE_R—A N D S-tD-E WA I.,K "'i - IIIN* z A 010 4 CONCRETE 0 A DRIVE C�, — — ___1 �__ — — `w- 1!;� p"S - 1-1 Z"N 041 TEL 01 TEZ S T T TEL 1z , 1" 1-1 TEL— TEL PAVERS v, m aim V1 a Una b gw- --W T T— TrA ly AM rAT— TYAT— P&T— WA U q 1�1 PLANTER =10 VAT TYAT� WAT AD CIRULL X, I'- WAT QNSHE 'AN SAN— SAN wv S u U WAT� \Af1 S1 AN= SAN— LA GAS 13 u 9_4] SAN— SA nAS VN 7' A N_ S gg,. GAS G GAS-- _ UA51 J S_ CA AN 'WO�g"I GAS GAS 'M ANN, REMOVE I If R/_ tV>, 8 IVE M/ 0 / \ OF EXISJ R APRHALT DR If TYPIC�� :m fA V E //001/1 A� M �t/ - R p/� VN gp� qv-t A, )CK 0 & < �14 OWNER/DEVELOPER /DEMOLISH GATE ARM AND DIS B OX 1�,Of I VAIL RESORTS MEN 11 gg EXISTIN T ING DEVELOPMENT COMPANY 10 WALL AVON,COLOR-ADO C,46' N q TA 46 __1XIggxg ,_""' 0 g� N/ DESIGN ARCHITECT 0 ®r 21 M- R A YE L- -'W,-U�j Ed L X4 N, 0 1K 12/1 240 A 0,FI m �x ON _00 w,�,��,��/, 4 /V "M 3,U L"",/ Ifam g ,�"xu tn Ina/ Denver, Colorado M 2�, 'g,"'g �s�/x/c b ME, &i T ARCHITECT OF RECORD e GLOVER SMITH BODE,INC 0 U� _0 _Nw[NQRU A m/ -gg/,gg?/, p gg;gggg/g�?/:� m, ltgqgp,�-, j OKLAHOMA CITY,OKLAHOMA "o , -�GH`l N,-,----� 1`�� " �g 1,� , , I U, Qu [0,RAN-L _u N/1 1 001,All 1111 j, ,'mp CIVIL ENGINEER Q g- 5/ 0 N ALPINE ENGINEERING,INC "'N X 0, I WOR /M "M Mw na FORMER .4, ry EDWARDS,COLORADO U �110 U, 01N, b"S", ME 22 _j L OP j LANDSCAPE ARCHITECT S E GROUP 37 BURLINGTON,VERMONT /k IV NI E L R AR EV 1 12 10, STRUCTURAL ENGINEER F1 A 81 8' HAYNES WHALEY ASSOCIATES, INC HOUSTON,TEXAS 3 MECHANICAL ELECTRICAL X, REMOVE AND DISPOSE \ coop, CIO* OF EXISTING TREES PLUM13ING ENGINEER Kv/ 1j, ABS CONSULTANTS INC DENVER,COLORADO mp INTERIORDESIGN (TYPICAL) —/EXISTIW—STORM INLETS WILSON&ASSOCIATES DALLAS,TX 0 LE —A N—L) MANHOLE TO REMAIN V RI E V 8 5 LIFE SAFETY LOT 2 BCER ENGINEERING INC CP ARVADA,COLORADO CM .X (� E 3 18 A P/ TO PROJECT NUMBER. 2094100 /P/-LACE AND FUN A L R\, MOVE AND DISPOSE OF EXISTING WTIIJ FINAL STO V ISSUE REVISION DATE .00, SA D/OIL INTERCEPTOR AND uONNECTIONS A co sop-- EXI TING PIPING IN AND OUT OF Ile wow" .00, 1 N T--'- EPTOR. CAP PIPING AT $ §TO* MANHOLE. 1-5 w CUT & CAP 12" P\�C FQ NN PROPOSED FUTURE GTIQ/IC� ON I-o-00,_ PH REMOVE & DISPOSE VR_P .101 ISC. OF 12" PVC T 1z m \\ -, % I--,' "'�HATCHED AREA DEFINES > I \ . APPROXIMATE LIMITS OF DISTURBANCE FOR INITIAL CTv ----6AS ST 009 PERMIT SET 11/17/06 DEMOLITION z LOT 1 FrV GAS 1z �=) _SHALLOW UTILITY PLAN FOR REVIEWED By A 4 SHALLOW UTILITY RELOCATION ___CT V FEB 2 wV id �O AND REMOVAL CA WV G ::of SAFEbuilt worado North G of C�\ EXISTING 24" RCP TO Ile 20' 40' REMAIN IN PLACE AND Scale: 1" 20' FUNCTIONAL THROUGHOUT 1_11CT� GAS wv 0 IE- -,)3 GAS el _ CONSTRUCTION y �A CL_ dop C1_1 CA 1z CTV CA 0 CTV DEMOLITION -37 ALPONE PLAN CTV C '5- V dop TA L, ENGINEERING INC C002 EDWARDS BUSINESS CENTER PO BOX 97 5� ;01 100 y SAN EDWARDS. COLORADO 81632 970 926-3373 FAX 926-3390 SAN P\TOV05001\dwg\MasterkRitz-DEMO dwg, 10/17/2007 9 2157 AM,babcock Z '10000' \ \ II_ f r TCH LINE / m . ` -.. MATCH LINE -� THIS PLAN IS A GUIDELINE FOR THE i3 P061) , / I /,x,''° f / I ' INSPECT & MAINTAIN ALL '' ev r / LANE IMPROVEMENTS IN THE RIGHT 0 AY / J !' RAINAGE APPURTANENCES ANY WORK IN THE CDOT RIGHT OF WAY MUST / - =J EFORE, DURING & AFTER BE PERMITTED THROUGH CDOT AND ONSTRUCTION .f CONSTRUCTED PER APPROVED CDOT PLANS F IMPROVEMENTS IN THE R.O.W. \ // \/ •° ' 1 ---- -J / 1 l / w J C yt PROPOSED OVERLY ON I f_ - �/ S� // ASPHALT // t j \ / �v .$ / ' ' EXISTING ASPHAL / / `--- / / / } Ile " 11 15 1 C P �/ PROPOSED I / / ,� I 1 ,2 2 / I ASPHALT k ROPOSE 4 RCP �/ � / / / �� \/ �& I ! / FL RED END °- / I � / / / // / S� / \ SECTI f� INV. II�- 125.5 , / AN / / /�i �+ / //� t / '/REMOVE AND DISPOSE 1 = _ REMOVE EXISIIN,�ASPHALT / / d OF EXISTING CULVERT �� - <c / �,� / / g \ '- ONNEC°T TO.E�STINC�e / i / / t U 0 �-- ® (PROPOSED TYPE 13 CUR \ SAW LCtT-EXISZING ASPHALT " ~ �\ SAN °° AWE // / a A STORM S R MAISHOLE / s ►� \ `�' + W z PTO LEAVE 4 SHO f3ER'--- '--- i 5 INLET 2X3 -- INVERT =81243 / / e o { ) "- ---_. ``r /'(OTE:SITE WORK DOES NO.TFEX D / CONCRETE t V V ~-- DO NOT SNOWME T PROPOSED'2�C3 _ - _ '' /� INTO W. U NSHEAD CIR WEST / / - DRIVE t �1 RIM(FLOWLINE) = 8128. O ti 1 �I INV. IN = 8124.16 \ PROPOSED-CONCRETE VACtEY INLET a "� / � <, I / INV. OUT = 8123.96 �► � '` PANS & CURB'�c GUTTER_ RIM = 829.2 -� _ r- - - 1 :t6 THE MAR OTT DRIV EE -100 /�/,4`J / d �••�J �•,� \ / vi N " _ / _� T151' FOR LI I OF W B NDARY. 1 ,�` S 1484 , r ° v a ® TEL� I Imo: OUZ 8]25.2 - r-- \\ / / + TEL �= � i �� S TEL XIBTING ADA RAMP- REPLJ4CE � � PROPOSED A JUST VALVE 1 _ -- -� -� l ' VERS AS y EXIST! - TEL TEL TEL ---� TELL- �� CONCRETE WITH PAVERS TYPE 2 '� ( PROPOSED EOA --- L - TEL TEL ��-r RE:LANDSCAPE EXI NG ADA RAMP ® e QJIRED TYPI L ----- _._.- T �-=®= _ P P M - ' \ / ---- CON�RETE P s A ^-' f �w x 29 3a PROPOSED-2-5'___L � SHEgp PROPOSED 8' tiYAT -�1T 4T Alt AM \ ' ��P_ �PDSED 2.5/ / / / y C�RG' PROPOSED 8 1 'dONCRETE.CGRB / `- �' CONCRETE CURB - x LE EAT WAT R�� - SAN - SAN %',' °, 'i �'. PLANTER /,� -- CONCRE,TF�,A�N_ __ AN �, r T>r UTTER WV PROPOSED AT -- SAN \ A WAT-�-�(Pf � _ -- S-� N PROPOSED 81 s o y ' .30 ADA RP A SAN PROP D " 1 SAN � TYPE 2 ADA 18 RCP \ \ ------- t--, RAMP - ' �f4,T 11.. _ ,� -' I �'� `C "-�N'`� 1 �_ 7.30 � /- `\f,/"uti T r'` •, � 1I I \ \ -- - - `� I j I =11(f< /� � r" ` Y r ,�, ;''.�".�� CHy, S > �3d,;�: , � -� 29.5 R23 • _- 6,P'AVER<... 9.. r � '�' - ' 1,30 FINISHED FLOOR 8�2s aPROPOSED RETAIN G \ �,, - `= = c (�► C t 3' g;g 4` y WALL RE:STRUCTU AL 8130 3' ASPHALT DRIVE X =i' -, N r Y 7 AaNc,;af? .� � � E INTO EXISTING 18" AIL / F I I -1I I_ I ,gar t lY z��\ � o - ' V RESORTS I{ �R W 32 5 33,4 ;L R P WITH INSERT TEE CONVECTION / / � /// \\ . .� ( �t/ GUT TER nl j// I , 1 1 I<°1�=��l�i=_�I-I I a_j_�i_- r//�p v 7 � ` , o C 5°'<�-✓� -� PRO - SPOT MATCH EXISTING DRIVE REVEL OPMEN T INV. -, 8118.$ 8129 5' ,� ��` POSED CONCRETE PAN GRADE (FROM HERE NORTH)'x V i /ROPOSED TYPE 2 COMPANY /CON ADA RAMP AVON COLORADO \ !� ! W _I I--� - I a c1 _- 4 i �. !>. "•\ 7 f y �.r v ;? �5 :, y , 3 f,, .; ��,� 4 WALL / � I � �, " -1__ /c� / 2 y �, ,>> 1 J PROPOSED 8 PVC FOR 6- I _+ 1= ' Q ow 2 LANDSCAPE FOR E A \' t � S j 1� r 'f / SEE LANDSCAPE PLANS y. 6 ECHANICAL CONNECTIO ri r REMOVE EXIS ATE TYPICAL z v , ) FOR PAVER PATTERN �<' 1 r`, �' % i-` `' �'< k ARM AND IS URB K I"' EE MECH FOR INV. EL " 5 a - �,� DESIGN ARCHITECT a. Sc UTTER / I1 7 y' p. / ,g g _ , 7 & MATERIAL ` r /- >� \31. f, N \ / r PROPOSED / 1-.,, / / 4 !< f �_ ' / y' ( ` / ^ pm STx ~ 0+64.72 VAIL RESORTS pw ELEV,~ a125.29 DEVELOPMENT A.D. ~ -a50 w ~ 10 00 | pwmm ~ 1+46 � pwo�v~ mn17/u COMPANY 25' VC A.D- 667 K 750 AVON,COLORADO 50' VC 8160 L F Vi C4 DESIGN ARCHITECT Cp C4 Ld 4240 1 4' 8140 ~~~' PROPOSED w ul ( OVERLAY ON EXISTING )RIVE GRADE\ GARAGE EN rRY Denver, Colorado EXISTING Jj- EXISTING 8 DIP WA R MAIN -1 `LVZ GLOVER SMITH BODE,INC PROPOSED 2 5' OKLAHOMA CITY,OKLAHOMA CONCRETE CURB & GUTTER 8110 EXISTING UTILITIES & STORM SEWER -11�WATER�MAIN CIVIL ENGINEER LOWEF EXISTING ELECTRIC LINES TO/ MUST REMAIN FUNCTIONAL ALPINE ENGINEERING,INC THROUGHOUT CONSTRUCTION MAINT�IN 4! OF COVER EDWARDS,COLORADO �j 0 p- INSULATE WATER MAIN WHERE 7' OF/ L—PROPOSED 04 LO r, COVER IS NOT MAINTAINED (SHADED) - 0 r- 0 (o LANDSCAPE ARCHITECT I 1 00 1 00 BURLINGTON,VERMONT STRUCTURAL ENGINEER ALLEY/DRIVEWAY CENTERLINE PROFILE INC HOUSTON,TEXAS AM MECHANICAL ELECTRICAL 0 SA14 PLUMBING ENGINEER S-As ABS CONSULTANTS INC M j ° UN ~ / \ NE------ -=---- Ile DENVER,COLORADO INTERIOR DESIGN WILSON &ASSOCIATES DALLAS,-fX ' GUIDELINE___..'_ // . /' | / PLAN' _ '' FOR .._ . / � LANE IMPROVEMENTS IN THE RIGHT OF'--WAY, | ' LIFE SAFETY ANY WORK IN THE Cuy/ ruGn / OF WA/ xnySn VORE, | / \ ' / ARVADA,COLORADO BE PERMITTED`ED ""~=UG ' CDO' AND \ / CONSTRUCTED PER APPROVED COOT PLANS ~`� ' I ZZ MPROVEMENTS IN THE R.O.W. \ | ' PROJECT NUMBER. 2094100 \ | / � � | | ' \ ' / HED ON \ | / ISSUE REVISION DATE --_ --- --- -- -~_- ' ' ASPHALT! | | / / -- CIO oJ If f 1 C P PROPOSED Y � - ---' ' �h� 'm«' �� - �125'5 ~ - -~~ ~' A013 REVISION#4 04/12/07 009 PERMITSET 11/17/06 North REVIEWED BY OT 40' FEB 2 6 2003 Scale: 1 20' AFEbulft C010rado L- 11 GRADING & DRAINAGE PLAN \ ��J��|�J��|�[� |��` ��'�^�''��'^''�^^ ''�~^ EDWARDS BUSINESS CENTER - PO BOX m . °'" 926-3373 ^ FAX 9=-339" " P\TDVO50U1\dwg\K8oaoahR/tz-Grod/ngdwg. 10102OU742825 PM,babcock / ( ` - \ .00, _X 00 4) SQ 1 6 V. x -Y .000, ool rS R 1 100, If RCP XAN/ PROPOSED_ XI"G LET WITH I'LAKLU LNU- EXISTING INLET OF EXISTING CULVERT _A ONMIIZCT TO EXISTING INLET (2'X3') N1 ON '0Z CONCRETE PROPOSED DRIVE INV. OUT 8123.96 TE S EXISTING TF1- TEI CONCRETE S, UON - TEL TEL PAN ROPOSED 2. TEL (TO REMAIN) Ac, CONCRETE CURB & v PROPOSED 8' r`4 PROPOSED CONCRf:* CONCRETE PAN ,g--PAN- TVA' WA T PLANTER 4 viv GUTTER PROPOSED 8' A EXISTING EO WAT A, T AM EXISTING & N- SA AMER tT- A] SAN EL 302 6U U 2. Pill V T= 812 k� A HALT DRIVE Ic EXISTING INLET 21 RIM = 8128.9 MANHOLE 2L INV. OUT 8119.4 (18" RCP) 319 N 2 CONNECT TO BUILDING STOR If SEWER RE: Mtt;MANRU;A VVALL ROPOSED 8* PVC STOR N TO 18* RCP, CORE CP EXITS BLDG AT GARDEN LEVEL ONE WAY (8121) mi 441 PROPOSED 2 U7. 235' PROPOSED 2' PAN OWNER/DEVELOPER 18 319 CONCRETE PAN 8124- TEE EE MECHANICAL PLANS EXISTING 18" RCP STOR )A N, FOR PROPOSED FLOOR a 21 319 DRAINS SEWER MUST REMAINING DEVELOPMENT PROPOSED MOUNTABLE 32 FUNCTIONAL THROUGHOUT fS� 0 3 M TANK I I CONCRETE CURB CONSTRUCTION COMPANY 12 31 8 GUTTER 31 -7 AVON,COLORADO E PROPOSED ROOF DRAIN LET (TYPICAL PROPOSED ROOF DRAIN DOWNSPOUTS. DAYLIGHT TO DRAIN THESE 4 DRAINS INTO PROPOSED ROOF DRAIN 21 CONNECT INTO BUILDING MECHANICAL PAN CONCRETE MECHANICAL DRAIN DOWNSPOUT. CONNECT INTO STORM. RE.PLUMBING PLANS. IF NOT WALK PROPOSED 1' AREA BUILDING MECHANICAL DESIGN ARCHITECT POSSIBLE TO CONNECT IN TO MECH., 7 INLET RIM = 27.8 STORM. RUPLUMBING PLANS RUN 6" PVC AS SHOWN AT 2% TO GRADE AWAY ko INV IN = 23.1 FROM BUILDING NV OUT = 23 INLET BOX SEE MECHANICAL PLANS 6 A.. 5 INSPECT & MAINTAIN ALL FOR PIPING INSIDE THE (TYPICAL) 'n r PROPOSED VAREA DRAINAGE FACILITIES BEFORE BUILDING. INLET RIM = 27.5 424 RIM/TBOC 8124.1 Z% 26 _--28 (TYPICAL) PROPOSED GRAD 811 411 INLET RIM - 26.5 PROPOSED BUILDING +32 75 2 INV OUT = 23.8 VARIOUS SPOT GRADES MECHANICAL CONNECTION NTH 17 INV. IN 18-RCP(N) = 8104.45 GLOVER SMITH BODE,INC 7 T�I�PROPOSED 1 AREA 8* x 12" REDUCER INVERT INV. OUT (S) 8092.86 OX_LAHOMA CITY,OICAHOMA < INLET RIM = 27.5 REVISED AROUND SITE I INV OUT 24.3 %2 -5 2 CIVIL ENGINEER PROPOSED ROOF DRAI ALPINE ENGINEERING,INC /b I DOWNSPOUT CONNECT TO ROPOSED 8" PVC FC 6 CONNECT DOWNSPOUT TO STORM-., GE 16 B 8120 EDWARDS,COLORADO y" OF ENTRY I, SEWER. PROPOSED 8* PVC STORM / N R 8" 2& NEAREST SMRM DRAIN PIPE MECHANICAL CONNECTION 1;7 EXIS71NG SEWER CONNECT TO 12" PVC TRANSFORMER LANDSCAPE ARCHITECT 4 (TYPICAL) IE 8106.37 32+ 81113 +32 S E GROUP < PROPOSED 11P AREA EXISTING MANHOI E RIM 8115.0 2 BURLINGTON,VERMONT V 19 12" PVC 0�p STRUCTURAL ENGINEER INV OUT 19.4 - CMP) 10" PVC SDR 35 0 2% EXISTING INV. IN (SW) = 8105.9 (12" �1�6 HAYNES WHALEY ASSOCIATES, (TYPICAL) -11 PVC-SAND/OlL TO BE ABANDONED) INC 5 PROPOSED 1' AREA EXISTING INV. IN (S) = 8108.45 (EXISTING 6- HOUSTON,TFXAS 55 INLET RIM = 21.5 GRADE AWAY FROM PVC SUBDRAIN TO BE ABANDONED) q PVC) INV IN = 19.0 STRUCTURES AND PROPOSED INV IN (N) 8105.90 (12 It / !D TOWARDS INLETS- 0 G MECHANICAL ELECTRICAL (TYPICAL) PLUMBING ENGINEER 32 ABS CONSULTANTS INC 14 PROPOSED 1' AREA ADD 0.6' RISER 179- INLET RIM = 21.0 Ila 345+ TO EXISTING INLET DENVER,COLORADO INV IN = 18.7 1 co TO BUILDING STORM & MANHOLE PROPOSED 1' AREA INV OUT 1&6 INTERIOR DESIGN SE RE: MECHANICAL 14 INLET"RIM - 20 CON ECT INTO 2PX2' INLET BOX. AFTER EXISTING SUBDRAINS AND SAN 011 - WILSON&ASSOCIATES Mf� INTERCEPTOR ARE REMOVED. REMOVE 13 1� P POSED 8" PVC FOR'- DISPOSE OF ALL MATERIAL AND CUT C 20 TO EXISTIN)Q IN ME HANICAL CONNECTION EXISTING PIPING AT MANHOLE. LIFE SAFETY BCER ENGINEERING INC \> a. 21 INV IN = 17.4 OPOSED 1' ARVADA,COLORADO AREA INLET Z ZL � 2& LANS FOR COURTYARD STORM( INV. OUT 8114 1' 8103.20 21 X) PROPOSED 15" AREA RAINS & PIPING 3,7 6 INV. Uta tit o PROJECT NUMBER. 2094100 INLET RIM in; 19.o 345+ 5 PROPOSED ROOF DRAIN DC 0 S+34.2 EXISTING INLE 00 'PROPOSED 15" AREA INLET CONNECT M NEAREST STORM DRAIN PIPING TO B PROPOSED 2'X2' RIM = 8119.7 6 PIPE (TYPICAL) +32 13 U REMOVE CATCH BASIN RIM/TBOC = 8119.3 PROPOSED V. SUBDRAIN PLAN A TING 12 ROPOSED So PVC FOR 8" BY JEHN ENGINEERING RIM = 81 1 1 8114.04 MECHANICAL CONNECTION +342 PF OPOSED 2'X2' INV. IN V CATCH BASIN INV. OUT 8114.04 I(y PROPOSED 15" AREA INSPECT & MAINTAIN ALL PROPOSED 8" W 8112.5 DRAINAGE APPURTANENCES PVC FOR F_ INLET RIM = 18 7 MECHANICAL CONNECTION _1 SE 811.16 4 6 BEFORE, DURING & AFTER EXISTING MANHOLE S-MH8 178 EXISTING/18- CMP 197 205 INV IN 15.8 ' A PROPOSED NEW RITZ INVERTS INVERT = 8109.32 (PIPE A 4 NV. IN M 9.07 VARIOU SPOT GRADES EVR C, INV IN 15.7 CONSTRUCTION INV. IN 10- PVC (E)= 8115.0 MANHOLE) 9 co is Rl F1 .0 8108.97 REVISE AROUND SITE INV. IN 8- PVC (E)MECH= 8107.80 REA INLET 'I N CONNE T ROOF DRAIN PROPOSED 1 1 AREA INV. IN 12- PVC (W)= 8114.7 C� REMOVEAND DISPOSE GRADE TO DRAIN AWAY DRAIN PROPOSED11' AREA 8117.2 DOWNS OUTS TO OF �XISTING CULVERT N/U 0 INV. IN 24! RCP (W)= 8104.50 (EXISTING) IN IN = 8113.06 FROM BUILDING & TO RIM - 8119.7 INLET NEARES STORM DRAIN ' \ 0 1 AREA INV. OUT 811 5 17.4 120 1 PROPOSED 1'_ ~- PROPOSED,11' AREA RIM = 8117.0 DRAIN RIM=8.7 gwra INV. OUT PROPOSED 1 On PROPOSED 10" 3 19 0 00 SDR35-PVC- Or-2% PROPOSED 11' AREA SDR35 PVC 0 2% __- DRAINAGE NOTES (TYPICAL) INLET RIM = 18.6 196 1 44 1 4 A015 REVISION#6 08/10/07 / «�» A�� `� 1. All SforMM drains and culverts shall be constructed in accordance with the '~^^- Technical Specifications and TOV specifications. A013 REVISION#4 04/12/07 ~~ ~- ^ u ---- ^�- - -\\ 2, Types 88 of structures refer to the Colorado Department Of Transportation K & S 009 PERMIT SET 11/17/06 � _ oo" � Standards, CDOT Specifications, or are included In the details.J. Alpine Engineering, Inc., 000unen no responsibility for utility locations. It is the e EX WING 9 '23�&_ INV. OU 8116.0 PROPOSED ROOF DRAIN Contractor's responsibility to field verify the location of all utilities prior to *~ commencement of any construction. 4' All drain pipes ahoU be installed with the required bedding. � WV 5' Elevations shown are at pipe invert unless otherwise shown. ~*~ 6' All standard storm drain structures one subject to modification by the Engineer to CT� rn�e f�|d requirements.� 7' Maintain drainage away from oU buildings. � 8 {�ontnootor t� 'd� {�u|v�rt {}ut|�t Proteotion /oeo detail) at storm ' ' � / - droin and culvert outfuUa un|aao otherwise noted' � . North ^ Q' Inlet boxes to be oversized to accommodate pipe size where necessary. � INV. oco� nn �dota grate and Provide AASHT3 HS-20 truck load rated top o|ob to frame for oversized boxes.INTMO EX TIN 247 Z'O\NOT PLACE BARK 10' All Reinforced Concrete Pipe Joints shall utilize plastic Gasket Joints " vvhioh ohoU be in accordance with AASHTO �W1Q8 and ASTM {�44J (standard V. apeoa' for joints for circular concrete pipe using rubber gaskets) GAS I S OF PATH GOING ON AN -Tv 11' Pipe lengths indicated are slope lengths measured along the centerline of � FF OF THE TOP OF STRUCTUR �a - GAS pipe from inside face of box to inside fame of box. � bit- 12' Drainage facilities must be inspected and maintained as required to As assure the facilities are functioning properly. 1J' Contractor ahm|| cornp|y with the terms and conditions of the CDPHE STORM C,AS 8tomnvvuter Permit. SEWER REVIEWED BY ALr" PLAN SAN �hJ��|��|KJ�� INC�~ v~ �=`� ~~ ~- - ~- _~~ -- ---' `-."~^.."`-`-. ^..n~^ .."`^ \0"0 � \ �� ~� _� �� ~- � � ^ � � m � ~�� -� -� -� �� . ^ COLORADO ��nyo ^ � \ �� \ _ O��^- .�� _�� ~� � '/ ~/ �� ~� -�� ~- _� ~=� _� �� "'" ^==^ ' '^^ ^�-' P\TOVO5OU1\dwg\K800»ohR/tz-Suonndwg. 1U/19/2OD7Q3O4Q AM,babcock {/\ „ 0 a o o U W o ' o N V ~ W A W � OWNER/DEVELOPER 07 '�'L / \\ ° - �1 EI;E EL ELE- - �f —- ELE E --ELF ELE VAIL RESORTS ` L'LE 1v -..-._, DEVELOPMENT COMPANY p - ` I AVON COLORADO \ \ r \ \ , / - _ Uff CTS^7 __ PO ^` °d,,•,.,�q - �- ° , ------"' lr _ 'TV \ • - �, _ '' `_\ G,p? 't� °- - __ - "TV m - n DESIGN ARCHITECT __ - - CT tn� �` ~� �_ CT['-- CTV CT v— —�C'/L' P --' r I GA __ TEL - �' r \ p f � � _ GAS - _ �� _ TEL 1 Gds, 7 1 - C.Is C.4S -- r TF �1 4240 y IE`L_. `~ . �-- TEL ------- 1 Z� / � � -_ Denver, Colorado 1 / /�- ' / _ GAS- y FRONTAGE OAD . _ TEL _ cts--- � �UTH FR G� - _ 1v,_ SO -777- 1 EL GA -k, - ARCHITECT OF RECORD - _,_, ,L _ ___ I< GLOVER SMITH BODE,INC �� II { I FL' - T 'L T, ±�- g - s T OKLAHOMA CITY,OKLAHOMA r '� T�,' __ (jam i r It ,r Z i V �_ r_ r - - /S -`S TEL, CTV CT rt1; -s l\ r - _ ELE CIVIL ENGINEER r / tp k 1,f><tl - _ _ TEL fEL- - r 1' i - _ - _ G T --_ - , ALPINE ENGINEERING,INC /I a►` ' t1-_ � r ,° •;.�ti) �}T T _ l l'1'�- r CTV_✓ / !'y 1' l l f y� t►� �� p _ GA --_ _ - CT T T�' -- ° ✓ V EDWARDS COLORADO CTV CTI _.— — -_ _ GAS 1> / do i .�° � ,r`4 � p a... � 7��:� l p — CAS �'�� .� � = � � .T G'1, c- GAS- �Q .:- _°°- E =e'�'S' - /`` —°-fp.AS- tl QS o EL a- —Li_49 _�- d.„. -- -ELE-'� LANDSCAPE ARCHITECT L L'11 t'f41 ,I ti'.ft �,�I,ti Af —,LTa { - r \ Q �� 4 "" ELY �f i S E GROUP f1 (�' i Q ,»w - •`+. 1 y.1 _ _.-.-.. r n r _l '`'.r n I"F�0 I \, .M,n . , - / h m TM _�'' _ 1 4r , 9 : p- - `` -- r ,i - Dr• I f ELI, BURLINGTON,VERMONT '' /� iL +�4\ ��I . 77 ' J, Q7 ++,.,r,,,"'"",*�, ' •• ,rte ___ � J rr - f '_h f;�' o n - F n - � �f p�p - ,.►-^- -.-_-.., „yY. ,� .,.+® __ _ L'L, - . � ti Lam. m _ /n / LE ....., Y "� -`�_ �. 65.8 F' :8% ` _ _ ,n ° - STRUCTURAL ENGINEER a �`` 'k' lL f` HAYNES WHALEY ASSOCIATES INC L LE fix.. . I - E \� I N p r I ? L'.T L -----_. _ HOUSTON,TEXAS V' / f� / 77^. ,w .'^, .--" °.. �- • — __-. _-. _ -_-. g12 ' "w .f' E�.�.-N .,� �� r� °T c \ l 'JIV,! <i _ TX ` � 1 � MECHANICAL ELECTRICAL `� . ' PLUMBING ENGINEER ABS CONSULTANTS INC DENVER'COLORADO INTERIOR DESIGN All WILSON&ASSOCIATES Z DALLAS,TX A LIFE SAFETY BCER ENGINEERING INC / \ s 1 , ARVADA,COLORADO Al \ \ ' PROJECT NUMBER 2094100 ISSUE REVISION DATE Q / 3 o � o m � 4 � � � 0 O 6 w O Z U N o W D CD —M � � or � U 1n IF7M O)*0 a t M �17 aZ 0 •p ~ 0p0 �� a 00 add W 2N- d-W N_ XZO CD O Z.4 Go W� rr G0 jf)ZOD p ®i 0 II �� LLJ OD p U d � N II � cWi� Z p Z U°0 z�b a 0 Cn 0) I z a 8 E o0 Z� a °�,z 0 a�F? 4 013 REVISION#4 04/12/07 R W�zz Z mzz Z�'� Z » a Z�zz air ? 009 PERMITSET 11/17/06 W a' v a�?? ZZ 8140 PRIOR TO CONSTRUCTION. SUNG GR E EXISTING TELEPHONE EXISTING TELEPHONE ALL UTILITIES SHOWN ON DROPOSED, LOWER AS REQUIRED CONDUITS THIS PROFILE SHOULD BE NISH GRADE _ _ _ - - 8130 EXISTING CATV AND LOCATION. - - - - - - - - - - - - - - - EXISTING - -- - - - - ELECTRIC - , ® r �r North ft- - - - - - PROPOSED__ o 2.8X 8120 R E�'1- �°C® BY CONDUITS - - - - - - - - - - - --,- -_57111111% - PROPOSED 24" RCP 145.26 LF -2.8% EXISTING 10" EXISTING 24' RCP - •4 � a81X EXISTING 10" 24 RICE WATER MAIN W TER MAIN 8110 FEB 6 2QC 0 MAINTAIN MINIMUM 2' OF EXISTING 10' EXISTING SANITARY EXISTING 10' COVER OVER CULVERT EXISTING SANITARY STING GAS MAIN o' 20' 40' WATER MAIN SEWER MAIN WA MAIN SEWER MAIN LOWER AS REQUIRED o DATUM ELEV e100.00 SAFEbuilt Colorado Scale: 1" = 20' ,n EXISTING 10" ROPOSED CAN N 0 - LO 00 0 CO ,� Horizontal & Vertical co cfl WAS SERVICE '-,PROPOSED SANITARY �_ 0 N - N r__ m N M SEWER SERVICE 00 00 CO 00 00 00 00 00 00 00 00 00 5+00 4+00 3+00 2+00 1+00 0+00 STORM r - M SEWER SOUTH FRONTAGE ROAD CULVERT RUN =- - PROFILE C ENGINEERING INC EDWARDS BUSINESS CENTER • P 0 BOX 97 E 926-33. COLORADO 81632 COO 5 • 970 926-3373 FAX 9226-33 390 • P\TOV05001\dwg\Master\Ritz-Storm dwg, 10/17/2007 9 41 15 AM,babcock (EXISTING SE R MAIN MUST ER�A HOLE MH 0619 \\ / // LEGEND �/ 12" CMP / v 4� I 9E TELEVISED EFORE dt CONN T T R" 1 8130 3' s; PROPERTY LINE \ \ INV 8128 2 / w i _ \ / zoo �` // \\ *`,f AFTER WATER VICE EXIS Gi �/ � INV (s) 8125 8' GA / , INSTALLATION P ERWSD / — — EXISTING EASEMENT / / SEWER MANHOLE MH 0620 C n MAIN / / RFI-0060 SEWER MANHOLE / / RIM = 8129 7' EXISTING BUILDING / / �' /' `� _ I I RIM = 8140 0' / / 8" INV (E) = 8124 5' /// / j / / f► =F ' ;} EXISTING EDGE OF PAVEMENT / / / / d 8" INV E = 8133 6 8" INV (W) = 8124 6' / -- / r�`1 I / / INV (N) 81249' / / ��Z Gp�S/�'� APPROX. 50' STREAM SETBACK /' ——J a / �w \\ / \ 4� / Sari i / / ! f p c x " APPROX. 100 YEAR FLOODPLAIN / / ,- - EXISTING CULVERT AND INLET / / c�, / / // S / y SEWER MANHOLE MH 0 0 D� 8090 EXISTING 10' CONTOUR \ / ` / w m �a / RIM = 8130 1' c�, \ \'— i\k / rS/$ Gj/< i4 / CONCRETE p loll .4 10" INV (S) = 81214' w�' O ti „ ' / EXISTING 2' CONTOUR \ \ / INSTALL 12 X4 r / �l/ As�/ / DRIVE / 7 / 10" INV (N) = 8121.5 \ „ n T GAS cas—GAS cgs—cns EXISTING GAS \\ \\ / y / / 8" INV (W) = 8122 y V� ��` TEL �+..�. TEE W/12 GATE RFI 0060 �!'� \ \ / w ~4 L�- TLL �'�-� _ VALVE _ �" T i As - ��l'� / _ a ELE—ELE--ELE—ELE— ELE EXISTING ELECTRIC PRIMARY `� # vw y `' TEL---__ -' — LETE 2 12, GATE ` / � P / \\ ° EXISTING ELECTRIC TRANSFORMER \ \ / / / / .'/ _ TEL TEL— TEL TEL TEL TE = �' VALVES PER ERWSD ��5��//Q'PdE�j, 100, - _ �-�-� EM EXISTING ELECTRIC METER \\ \\ / / / �vw / y cs� v IIQSTALL 4" GATE T G $D"/10, "' ��Oolro ` g ' �W w 4 a�� _ VALVE 1trAT � / `�',.;��i ° O EXISTING ELECTRIC MANHOLE \ \ / / C� r / y — — IIAT A% / 4. / ,� — IIAT — TAT "ATONSHEAD CIRCLE sax �!N i p PLANTER EES EES EES EES — EXISTING ELECTRIC SECONDARY / /•—^ L �— TAT, L GAJ Z TEL T G�- _ WV — ��'�AT WEST a,.�� GAS —Fo Fo F0 FO F0 F0 EXISTING FIBER OPTIC / 1r'dT — saN — — c �w .� < ` � s- — SAN--- sax — '�_ ENCASE EXISTING r- ms's INS LL G � O TEL TEL TEL TEL TEL EXISTING QWEST TELEPHONE \ \ / �u � GAS ' / / ® / - AS RFI-0060 NrOINTS VA / EVR-PH EVR-PH EVR-PH EXISTING VAIL RESORTS TELEPHONE / \ \ / ._ —_ �q' / W AN SAx Sa1�T G CA's`- GAS GAS GAS � ° ,1 —- -� , J� IR WITHIN 10 OF sT o �' r EXISTING TELEPHONE PEDESTAL \ \ __ —__ — a �wv % <</y /< ELE :�, �' < - -� cTv—cTv cTV—cTv—cTV EXISTING COMCAST CABLE TV \\ \\ / I ' < < ETV-JT ETV-JT ETV-JT EXISTING COMCAST JOINT FIBER/COAXI� /, PROP D x \ '^ UT EXISTING CAN PEDESTAL �� / \ \ �/ �a /° /wy / � — — A RVICE t \ 5) WAT WAT WAT EXISTING WATER LINE / \ \\ �/ / /'� Ews Ews Ews Ews— EXISTING WATER SERVICE \ \ wv / / / �� _ 1 N V V AWA I AWAT EXISTING ABANDONED WATER LINE ��, \ \ " a /v v y v< / Q � - - ��'� �--- �` PROPOSED 36 LF 6 \ . ; � y EXISTING WATER VALVE / / a �' < 7 D.I.P. FIRE PROTECTION Z \ / \ \ vw / / 3 // WATER SERVICE ` ROCK EXISTING FIRE HYDRANT \ \ w / `" \ I ' WALL y O VV Y EXISTING WATER MANHOLE EIR EIR EIR EIR — EXISTING IRRIGATION LINE a'�',/ � ., � ,y LOWER EXISTING SAN SAN sAN EXISTING SEWER LINE / \ w / / // y / W SANITARY SEWER \ '\ ASAN ASAN EXISTING ABANDONED SEWER LINE / \ \ �a / c / % �' MANHOLE LID TO 8129.65 GA O EXISTING SEWER MANHOLE / F ` FG ml EXISTING TREES AND SIZES / / a �`� °/ < /� / / -_ CONNECT SITE WATER TO BUILDING ` - / / 0 / a , </ / O WATER-SEE MECHANICAL & FIRE \ o I Pw Pw Pw PROPOSED WATERLINE W/ FH & GV G`IS / / / W r/ `` Q V� a� / _ PROTECTION PLANS FOR CONTINUATION 1O, J j'� __G_ Ps Ps Ps PROPOSED SANITARY SEWER W/MH TANKRS� WITHIN THE BUILDING \ � EL W — Pws Pws Pws Pws— PROPOSED WATER SERVICE E� / I` a �v o OWNER/DEVELOPER Pss Pss Pss Pss — PROPOSED SANITARY SEWER SERVICE L� • / �vw / �' y / \\ PE PE PE PE PROPOSED PRIMARY ELECTRIC \• �a { �O / /w" V� ' yl I CONCRETE VAIL RESORTS V / ' rl �� \\ ` \,T�._ WALK PROPOSED TRANSFORMER / / F� a € ' ' '= 1 `� \ I L DEVELOPMENT P wv�' y I / v� W PROPOSED SPLICE VAULT / Cs / / / \ / / U Q� l' Ali COMPANY PPH PPH �- PPH PPH PROPOSED JOINT QWEST & VR PHONE / G� / w / is /p 1 ��/ \ AVON,COLORADO 1- TIA Pow— Pow Paw PQW— PROPOSED QWEST TELEPHONE �v� / r� � �� a;/ a* Q SEW MANHOL �I � w PG- PG PG PG PROPOSED XCEL GAS / A R = 8125.9 ---- PTV�-- PTV PTV PTV--� PROPOSED COMCAST CAN / 10" INV I' = 8118 6' �' / F`f v ' \ DESIGN ARCHITECT /v� / 10" INV T = 811-,,8 `? PE-PQW—PE-PQW PROPOSED ELECTRIC & QWEST n a / y EXISTING 8 WATER w PROPOSED CULVERT / /v , - PROPOSED _ / c`� ' �� _ _ MAIN-INSTALL INSULATION a - - _ 240 PROPOSED TOV UTILITY TRENCH / / / /` ¢� WHERE 7' OF COVER IS y w BUILDING PROPOSED 2' CONTOUR y NOT MAINTAINED , \ PROPOSED 10' CONTOUR / G� /`' / /wv +�� Denver, Colorado 2795 3 3% PROPOSED SPOT ELEV. AND GRADE A c, �� y v w , I EXISTING HYDRANT PROPOSED EDGE OF ASPHALT fi I I �___-_� / '' y EXISTING 10 w ____� I � � PROPOSED INLET / /k . � v � ,� EXISTING ARCHITECT OF RECORD / , �// WATER MAIN \ � -> TRANSFORMER GLOVER SMITH BODE INC ' G� / ` "m OILAHOMA CITY,OKLAHOMA \ V _x � i c / �' �v �� / d \ 1a k a EXISTING SANITARY / \ t XISTING 10" SANITARY ` 1 2x , SEWER SERVICE CIVIL ENGINEER E \ 1 ALPINE ENGINEERING INC �C A SEWER MAIN .�- � �� BT � \ / / v / r2 / EDWARD OLORADO / a / F / / LANDSCAPE ARCHITECT / �� / / �� \ �. y`=' / / S E GROUP �Q /fir ® \ . `I _ / BURLINGTON,VERMONT ,e / / STRUCTURAL ENGINEER ;9 T"° 0 HAYNES WHALEY ASSOCIATES, INC / \ HOUSTON,TEXAS MECHANICAL ELECTRICAL /„" S< Q O PLUMBING ENGINEER /4 / " / / PER MECH. REVISION ABS CONSULTANTS INC DENVER,COLORADO `�� INTERIOR DESIGN PROPOSED 8 PVC / WILSON AL ASSOCIATES PROPOSED $� / ti/ SANITARY SEWER ° .' ` SEWER MANHOLE / ��, < / ' / W P INV. ELEV = 8101 y / \ LIFE SAFETY RIM = 8'20 00 / / - G < /L S / ti // \ BCER ENGINEERING INC v \ i INV IN = 8109 69 \ ARVADA COLORADO !NV°`"OUT - 81C 9 � � --�'�'� / / �" / P / \ < / 9 4 LAO• a � / PROJECT NUMBER 2094100 F / / GA � Sti � Q � PROPOSED SEWER MANHOLE CONNECT SITE SANITARY TO BUILDING �O ISSUE REVISION DATE SE MANHOLE MH 070 _ - PLANS FOR 0 4 '} RIM ELEV 8116.5 SANITARY SEE MECHANICAL N \ O IM - 8117 9' 'stn 0 < - y _ INV. IN NE` 8097.87 CONTINUATION WITHIN THE BUILDING 0 .00o f ti INV S = 8107 5' _ Q ( ) - I 6` V O = 8107 6' A� < _ v C1 INV. IN (SE) = 8097.67 ' c INV. OUT W = 8097.36 U \ ER i / GAS � \ EXIS ESL 5 I ,6 Q / / w ITARY VR- "' PROPOSED 6 LF PRIVATE 8 ° \ „ V �' PVC SEWER SERVICE 0 2% � �NER MAID � \� ,� P k� • - A;, E T T 5 INV. ELEV - 8097.87 ' I I CONN GA o _ pQ P ° � CAF � \ ' ,1 � .,; EXISTING R o �, STUB 4 \ „ ° PROPOSED 23 LF PRIVATE 8 '' \ a YELOMINE SEWER SERVICE 0 2% MIN. 71E INTO EXISTING STUB & INSTALL �tk--�-- �LEs�-'�FA�NHOL>s\ H 0720 1 ` c � � �• / Gam- LEGEND � PROPERTY LINE C — — — — / --- -�EXISTING EASEMENT \ SA N s�� j', / / EXISTING BUILDING / / Tn ——————————————— EXISTING EDGE OF PAVEMENT / .� / a � \ \\ / SAN / X11 w � APPROX 50' STREAM SETBACK \ / W ED �� /RELOCATED TOV WII SS x w \ -- // fi/$ 00,-, j / CONCRETE \ \ / o ANTENNAE ON LIGHT OLE. wv oti _, a ' ��' /.�' DRIVE ��fi�'` - - APPROX 100 YEAR FLOODPLAIN \ \ / 7 / SEE ELECTRICAL P S FO , E� '� T / S 00'' ,. ® - / w / INFORMATION. >n ' L/ �,z ��, EXISTING CULVERT AND INLET \ \ v / / A TE � TE Al Al x L ` �"� $090 EXISTING 10' CONTOUR \ \ V`S XIS NU TOV WIRELESS W `� TELL -. - - - _ \ \ / / NTENNAE ON LIGHT \ / w TEL- TEL __ TEL- TE "W o - ,z /S/� EXISTING 2' CONTOUR TEL TEL TEL \ \ / vw / SEE ELECTRICAL PLA� �/ _ ------__ � - -- GAS-OAS'-GAS'-OAS-GAS EXISTING GAS \ \ � (� � � w a RELOCATION INFORM,�4 � � ------- --- srE—ELE--�ELS---.ELE ELE EXISTING ELECTRIC PRIMARY // a y y EXISTING (2) 4" T^_- A'A T G 301 _ ',. W �°' - � x � CONDUITS AND ROUTE TO EXISTING POUNDS SAT � �'AT ,,,� � . /� X 2s sw a m \ \ / / NEW VAULT MEDIUM GAS LINE WATt _ ; ,� PLAN / I 'lam - WAT W A �� S __-- SAN r� EXISTING ELECTRIC TRANSFORMER /0 �-- IFAT ArAT IONSHEAD CIRCLE AKIN �, ,. ,„ ,� \ \ / / � � vw / ' /� T$L ! T L _ _ Asp T--'- }'FAT_-.-- WAT WEST LSAN - SAN---- SAN A5 ° i r '``` / 0 EM EXISTING ELECTRIC METER \ \ / �' 4 " �Ay' T - IIrA - SAN - SAN G fl •y �� / � STALL 6 2)w ;` t M " 918 SAN - SAN SAN OAS 0 E EXISTING ELECTRIC MANHOLE \ \ / / SCHED. CON TS < f s V—v�� Gam__ - GAs - GAS— FU TU R LECTR / / w N SAN _ GAS GAS GAS GAS-- GAS e, - t / 1 a EES EES EES EES - EXiS11NG ELECTRIC SECONDARY / / '----- `� - 130 \ / \ \ , -F0 FO FO F0 FO F0- EXISTING FIBER OPTIC \ \ --. Z. ELE ; \ i - <_ _ , _ _ _ s ` —, .�' _l— --F _ - -z � O JJ / \ \ I > / `l ✓ ` L L < L —` 8729 9 8 x" " 129 0 130 3'D FLOOR TEL-TEL-TEL-TEL-TEL EXISTING QWEST TELEPHONE / � 8130 3' EVR-PH EVR-PH EVR-PH EXISTING VAIL RESORTS TELEPHONE / \ / �,�' / XI TIN �1 35L /� P EXISTING TELEPHONE PEDESTAL �' ' \ I r ) �a /WV ONEXI CONDUI _ _ - 1302 -o h j� \ \ / v / RIM = 80 CTV-CTV—CTV—cTv cTV EXISTING COMCAST CABLE TV / \ / g F �� r' ' /`• / -.1 1 EXISTING POUNDS 1 O / 1 0 < Tg a MEDIUM GAS LINE �I ETV-JT ETV-JT ETV-JT EXISTING COMCAST JOINT FIBER/COAXI / c� / I l f / ' TL'L� ( 1 SPOT / \ \ n OPOSE OV /1� �y` y r< / wy 1 1 27 L _ 8129 5' ❑T EXISTING CAN PEDESTAL // // \ \ / GHT P o` (TYP W �/ / < /� CONNECT TO EXISTING c► y �' _- V O TVAT yYAT WAT EXISTING WATER LINE \ / \ \ vw POUNDS MEDIUM GAS _ , , �6 ' ROCK r+ ''a / // ROPOSED TOV STREE / I 8,2 WALL O Ews Ews Ews Ews- EXISTING WATER SERVICE �� / \ \ �/ \ LINE �° /v t LIGHT (TYPICAL) \ -� / __ h N V U AWAT AWAT EXISTING ABANDONED WATER LINE "- EXISTING WATER VALVE /\( � \ \ w / �� / r < ABANDONED ELECTRIC VAULT, - - H TRANSFORMER & METERS. REPLACE / \ , \ EXISTING OTT AS METER Fri EXISTING ARE HYDRANT y / <,< _ `� / SERVICE LINE r ( ) yY0 EXISTING WATER MANHOLE �� // �r�, \ � � �v/ G � } EXISTING VAULT WITH UM1-35L VAULT \ y� 2 �, M- TOP OF GRATE w 8129 7' 9� EIR EIR EIR EIR - EXISTING IRRIGATION LINE / / y / � a • x ,T.- -� -`< Os�a 10 0' TO BOTTOM `v / / k - G H x SAN SAN SAN EXISTING SEWER LINE ASAN ASAN EXISTING ABANDONED SEWER LINE � C,gS, / / � / O / ,/ _ / a %. <' W 6 s`OE , 81 2 O EXISTING SEWER MANHOLE �\ c'4s\ / /j/ / v / `` �O /� / y r /' ' / I 3 " 2 4" _ _ CONNECT SITE UTILITIES TO BUILDING y + _ 1 GAS / / Q- E STING O 6 & O UTILTIES SEE MECHANICAL PLANS FOR ,f� ELEL TANK x ED. 40 CONDUITS FOR - CONTINUATION WITHIN THE BUILDING �tl�l EXISTING TREES AND SIZES / ELEC V� �� /� / / /' //� 'w E OCATION OF EXISTING / L , / EL TRIO & PROPOSED ELEC. THE SOURCE OF TEMPORARY 12 $- Pw Pw Pw PROPOSED WATERLINE W/ FH & GV / \C / O / / '.' PROPOSED GAS +81g� " �` / CONSTRUCTION POWER AND THE METER LOCATION 812 9 .� + CONCRETE S PS PS Ps PROPOSED SANITARY SEWER W/MH / / o / / / ,, < << • POWER REQUIREMENTS SHALL BE I \ r- - WALK -- Pws Pws Pws Pws— PROPOSED WATER SERVICE C `�' / / A� COORDINATED WITH HOLY CROSS ; Ly c�v - OWNER/DEVELOPER �, ENERGY. INSTALL TWO BOLLARDS + EXISTING ELECTRIC LOWER AS --- PSS PSS PSS PSS - PROPOSED SANITARY SEWER SERVICE / 4 / y 5 ' / ® = 82 4 + REQUIRED TO MAINTAIN 4' tW / �,� / 1 < NOTE: ELECTRIC CONDUITS, VAULTS & IN FRONT OF GAS 5 VAIL RESORTS PE PE PE PE PROPOSED PRIMARY ELECTRIC vw / <� , ,y < + TRANSFORMERS ALONG S. FRONTAGE METER W MINIMUM COVER El PROPOSED TRANSFORMER / �W `/ y ROAD WILL BE INSTALLED PRIOR TO W FINISHED FLOOR DEVELOPMENT / y �' / g RITZ CONSTRUCTION. 812 8120 8' PROPOSED SPLICE VAULT /// / ,�U cs� </ , + COMPANY PPH PPH PPH PPH PROPOSED JOINT QWEST & VR PHONE y AVON COLORADO /Cll� 5 // J / / r` EXISTING UMI-13S TRANSFORMERS w PG PG PPG PGw PG PROPOSED QWEST TELEPHONE /// �a G�` / / /wv 0� y `/� z s (1) 4" CONDUIT RUN TO & FROM P R 0 P 0 S E D W nv 8 219 PROPOSED XCEL GAS / o / / cs ` y c� TRANSFORMER (TYPICAL AT EACH) ' O5� .E a PTV PTV PTV PTV / / / / / <, �' FINISHED GRADE — 8126.2 811 FINISHED FL00 PROPOSED COMCAST CAN / / � ® BUILDING 8120 DESIGN ARCHITECT W XISTING WALL PE-PQW—PE-PQW PROPOSED ELECTRIC & QWEST y PROPOSED CULVERT / / / `'/ .� FINISHED FLOOR + �___------ � ❑0 =- PROPOSED TOV UTILITY TRENCH / G� d� + --- / / R'A / / v y �v ABANDONMENT OF THE EXISTING a + + __� 4240 8474 PROPOSED 2 CONTOUR v / G PRIMARY ELECTRIC TO BE \ W ' � '---- PROPOSED 10' CONTOUR / ' 5 / / `+r� ��< COORDINATED WITH HOLY CROSS rw- 1° \ EXISTING / / a 8» 1 TRANSFORMER Denver, Colorado 2795 3 3% a/G �� / ya / ENERGY. y + _.- PROPOSED SPOT ELEV AND GRADE / / 2+ 7W 8205 � z � / 5 / PROPOSED EDGE OF ASPHALT Gy // 'S� G� tai v� ® d 1 $ W165 81163 +5 1 ARCHITECT OF RECORD N ❑® PROPOSED INLET 6Q 1 gT GLOVER SMITH BODE,INC PROPO TO �w/ G / �� , // EXISTING (3) 6 & (2) 4 - f� a�� a�S OKLAHOMA CITY,OKLAHOMA LIGHT LE /a/ a� / 1,�' ® SCHED. 40 CONDUITS FO SAS \ o.!` �L / y RELOCATION OF EXISTING 0 w, �o \ CIVIL ENGINEER / ( ) / 0 ELECTRIC & PROPOSED E C. 4' 1 ALPINE ENGINEERING,INC �0 G� / � yap / � Q 8811 811.2 ` '° EDWARDS,COLORADO / , }8f138 o-n �/ � ` / / $/ <5, �' ,..x • _W _ LANDSCAPE ARCHITECT 811 1 8114 s 4 8114 s i S E GROUP off' Gay ' yap ' / BURLINGTON,VERMONT Gr REMOVE EXISTING \L r r rm STRUCTURAL ENGINEER ABANDONED ELECTRIC & ° � z HAYNES WHALEY ASSOCIATES, /' / TELEPHONE LINES ' !1''` INC 4�// / 1V / \ HOUSTON,TEXAS �' ' / /' ' / �y ■ z MECHANICAL ELECTRICAL / `== PLUMBING ENGINEER / ae ABS CONSULTANTS INC / /GQ$ DENVER,COLORADO ELEV U 11 ` / � / /�v ® / z' INTERIOR DESIGN $ < / O WILSON&ASSOCIATES b / \ DALLAS TX �� - o E STING (3) 6 & (2) 4 Ole \ \�ti j KGs / / G/ < �' a / ��, SCHED. 40 CONDUITS FOR -° /// p �/ /� RELOCATION OF EXISTING i x BCER ENGINEERING INC LIFE SAFETY -3 F� STING (3) 4" SCHED. / s// / ELECTRIC & PROPOSED ELEC. o ARVADA,COLORADO as ,�z�°1 ONDUITS FROM EXISTING ,�,� , CONDUIT/ `� � � .}• �" - - 1 /' AVAULT TO PROPOSED g ELE 115 EXISTING NEW RISER CABINET '�OSSBOX FOR RELOCATIO G� �'� '� (CROSSBOX) LOCATION. LOWER EXISTING 0 EXISTING QWEST PHO ` y CONDUITS FROM THE SOUTH AS D - a PROJECT NUMBER 20941 00 a REQUIRED & ROUTE TO NEW RISER CONDUIT 4 MINIMUM BURY FOR ALL SHALLOW 0 o/ / LOCATION. FINISHED GRADE=8116.9 UTILITIES SHOWN UNLESS SPECIFIC O ISSUE REVISION DATE UTILITY �/F / �� ELEV=81 � CONDUIT ELEVATIONS ARE NOTED Q EVR_p IT 1e 4 C' INSTALL FROM QWEST RISER U o C� /' \ w cPt„ Z�y N v�4 I (2) 4" PHONE CONDUIT (TO BLDG) - - v � / ��'�' s G '�� '� E E DU811 -� v (1) 4" FIBER OPTIC (TO BLDG) � Fo i EXISTING b \� A5 O l G U, Pa#✓ P CONNECT SITE UTILITIES TO BUILDING / (2) 4 QWEST C NDUI 'p �� ,- c, '� \ � 1 � I pw CONDUIT UTILITIES- SEE MECHANICAL PLANS FOR Q'' �,S / O ELEV=8115 CONTINUATION WITHIN THE BUILDING ® �' EXISTING s z G � _� -a UM1-35L VAULT '� O t 4 P� 81 08.5 COMPLETED SUMMER '07 ELE 9 C3 a\\ 4 • EXISTING QWEST PHONE s \�\ t„ �s CROSS BOX— REMOVE & d ' 199 1s s , 44 _ A ELE w i� 4"N QWEST CO c RELOCATE tea, 20 z — 196 � f SAN O \ INSTALL (2) 4" CAN CONDUIT _ - /� 0 4 2 ; > / o T / TEL A ONW \\ - d 201 �: i S CTV/iA`• L .�c (1} 4 VA PHONE CTV_--� TEL GT7'1T \ 0 47 / r ��- E�L� CTV e i�2 5 20 3 - �/ SAN CT /I TIE CONDUIT INTO o� \ VAULT TO B '_ D 5 �G URI V G . E � GAS/ EXISTING PHONE " �'y- 204 zos 7 017 REV#7 10/19/07 PEDESTAL !XISTING 6 � o � �� 7 �19 DEPENDING EXISTING D IT LOTIONS -- �� (4) 6 ELEC CONDUIT L �, 1 r 8 4 IN THEM, THE PR PO ED CQUITS SM _ Road Surface or Existing Ground 2 4-ELEC CONDUIT 0 �D .` ,s COULD BE B LED TOGE & I STALLEI3IN A - 6 ols REVISION 46 08/10/07 /BacIfill with Native Material ' 4 JOINT TR NC WEST OF ECU RT 3 /TIE RELOCATED ELECTRIC LINES CTy \ \ ,�2 + _ - -- - Do not use any Rocks greater than 6 FINISH ROAD GRADE SHALLOW REV 4/26/07 ND INTO EXISTING SWITCHGEAR y � ti - 4 013 REVISION#4 04/12/07 / " \ H REMOVE EXISTING = = - /` j , /� r ///�� ,/ s EXISTING 3 4 V ''n -- / _ %i% / i ( ) \ O \ _ ELECTRIC VAULT ANA ; \ �`\ rn z BACKFILL WITH APPROVED PHONE CONDUIT & �, `RELOCATE EX N LINES -- \ _ ,�� a '�' a SUITABLE ONSITE MATERIAL 009 PERMIT SET 11/17/06 O -� COMPLE SU ER 07 -- - / /,� , / f f OL �z OR 3 4" SCREENED ROCK. 1 4 COMCAST \ "' ` \ \\� i \� `� a_ y- . / EXISTING COMCAST & VRDC PHONE PEDESTALS. wv A \ n �' -- `;f, ; ! 'x z °z ti RELOCATE OUT OF SIDEWALK AND INTO 264-TA d _ _ \ \ .o \ G, � _ 4/\�`� �\\ �,,'`� \ o ,�-o ,� Y, t. PROVIDE 2-FOOT OF Y� cs A -- /j// r,,/! // a L!- 3/4" ROADBASE OR VAULT (SHARED BY VRDC COMMUNICATIONS & `\ o INSTALL �`' -r ,c�ate " _ \ ui \ � , / ,r Z O_z a /' Ld 3/4 SCREENED ROCK COMCAST) RIM ELEV - 8114 (SLOPE RIM TO �, ` (1) 4 QWEST- C N UIT r� / /'x/ U_V, a "� �N-JOLT TRENC EL \\� \�\'\ o z z �` -� s� OR SCREENED ON-SITE MATCH ROAD GRADE , x \\ \ \ a ) _ fi /\y//, 00 Z�F N � � 1-1/2" MINUS MATERIAL COMPLETED SUMMER 07 Q -o �,y � V__- CTV \� _ �� E Q J Q ;r1 � , AS APPROVED BY ENGINEER. INSTALL FROM E TING ' o �r j' SPLICE VAULT TOP V/ cT i j�'�i � \%� ��w ' ��:�, , /l �, \ c w WARNING TAPE 2 x3 TRAFFIC RATED HA E a \ n % 108 23 GAS Provide Clay Dams // / // // North FOR QWEST HAND HOLE \ Oct \ UMI-35L VAULT ?� CTY GAS l at 100' intervals j i r. T) x \\. K T" 0- SEE PLANS(THIS SHEET) MUST BE LO - VER E ` (3) 6 ELEC CONDUI I �> Tv �A , '\ ,\ FOR ACTUAL CONDUIT / + 8107.6 0 - „� l� <� ; COV - 8112.5 \\ c� r \ , (1) 4-ELEC CONDUIT ' o \� _ �\il`�/ 1 j �� 1 �v ELECTRIC NUMBERS AND SIZES COMPLETED SUMMER 1 = / �/ / % ice C " 0 20 40 9 O 9 g V i i / f r/ ` , , cn (2) 4 CONDUIT 4 MINIMUM BURY FOR ALL SHALLOW \ v' ,. j oT �� \! �\ \\ _j UTILITIES SHOWN UNLESS SPECIFIC , ~� �� TV 5AN / SEE PLANS FOR ti// �// / z CAN/PHONE & F.O. " „ - , S S EC C C / / / //, 6 MIN SEPARATION BETWEEN Scale: 1 - 20 CONDUIT ELEVATIONS ARE NOTED \ a \ \ `� �t�� / CONDUIT SIZES AND #'Sim � j\ \\� r, U� / �V/ 5�'I � � ,� \/ (2) 4 CONDUIT ELEC. & CAN/PHONE CONDUITS cn c, - CT N r ' �\ \ EXISTING POUNDS / \ J PROVIDE CLAY CHECK DAMS 0 100' \ � SW UIT— '.;. �, / '. SA � � GAS// /� \ � �.. .-s', -/ \ MEDIUM GAS LINE \ — / / i //,/ H \ CUT FO USE �' TV SA �/ /\r%j !��! . �' INTERVALS IN AREAS OF HIGH GROUND WATER ISE �\ /SAN w r �� -}- + - G \`� �, " �`i �`` TYPICAL JOINT TRENCH 0 / i /, ,f ,/ /, /, / \ a �a ! ,� -; �� /, - SHALLOW MAINLINE SECTION CT CT, 5 G - # UTILITY N / / / / / SEE THIS SHEET FOR CONDUIT SIZES AND 'S Scale: 1" = 2'-0" / TIE CONDUITS INTO \ �' �\ \\ N/ / G /j 3 Mln. Separation EXISTING SPLICE VAULT \ x \ sAN/ sA / GAS _ //' 16" Minimum - = PLAN REVIEWED BY LOT 31 a c —�i / G GAS - = = DETAIL t, \ A \ \ AN / GGAS --�'__ ___ / i PRIMARY ELECTRIC TRENCH �j �{ ENGINEERING INC /►� VAILVILLAGE x \\ T A � __- __-- ,/ , / /' Approx Scale: 1" = 1' 0" FEB Z00" EDWARDS BUSINESS CENTER • P 0 BOX 97 c o EDWARDS, COLORADO 81632 -1-55-- A P P R • 970 926-3373 • FAX 926-3390 • SECOND FILING \0 2N \ \ f___ �� / / / 0000010 SAFEbuilt Colorado P\TOV05001\dwg\Master\Ritz-Utilities dwg, 10/18/2007 1159 18 AM,babcock Do Yray* y d.r a / / w � EXIS1TN81 N INV. OUT = 124. / / t % / CONCRETE t DRIVE e WV �rG6gSTING INLET { 1 RIM = 8128.7 ^— -- INV. IN (N) = 8123.2 wmw�\ ; -----._--_ INV. IN (VII) = \/� ei� — / f-4.► INV. OUL= 12 INSPECT AND MAINTAI _ y PLANTER I G --CULVERTS AN WV DRAINAGE PP�NES — \ INSTALL A AIN SILT SACK / \ / OR APPROVED EQUAL IN INLET Cn � \ \ / � � ...�j-Fief;-' i p� � � — / � -- -- '• , o (SEE DETAILS ON SHEET C011 ) V W a INV. N 81 — ASPHALT DRIVE V Y EXISTING INLET 7 a , RIM = 8128.9 1�-i INV. IN, \ \ INV. IN E) = 8119.9 (18 PVC ) H EXISTING STORM \ I —�- INV. OUT , 8119.4 (18' RCP)) ! 1 MANHOLE � ROCK WALL 8126 I V I t _ GM 8124 9 CO J�v/ • / I // / I# 3 / / / ®1 / 1 a I , OWNER/DEVELOPER • TANK o �,'' CONTRACTOR IS RESPONSIBLE 81 1 MAINTAIN STORM VAIL RESORTS A/ a1� ' , , SEWER OUTFALL TO • / / = f / / FOR INSPECTING AND DEVELOPMENT / / •� / l f - _I--/ / f - I PASS OFF—SITE MAINTAINING EROSION AND 7021 `' ' a CONCRETE COMPANY - STORM RUNOFF SEDIMENT CONTROL DEVICES I 3 \ t AVON,COLORADO / N ��/ / / / / / R L 8 1 THROUGH SITE AS t� / -- / / INSTALL AND MAINTAIN STABILIZED 120 4 NECESSARY. CONSTRUCTION ENTRANCES DURING � 22 DESIGN ARCHITECT CONSTRUCTION. LOCATIONS MAY ` } CHANGE DURING DIFFERENT PHASES 1 \\ /TN ' ALL/#A D TAIN- OF CONSTRUCTION SEE DETAIL C011 . 8118 4240 EXISTING TYPE D INLET ® RIM = 8114.5 \\ / ANLC I AND k'-'!D NS / //w / - INV. IN 12-PVC(E) _ 81os.s3 / y 12 INV. IN 12 1111 � = 8106.44 Denver, Colorado /THFt /ARE C STR ' D. / // w NO SILT LADEN WATER SHALL, CONTRACTOR SHALL COMPLY -7 INV. IN 18-RCP(N) — 8104.45 / / /- BE ALLOWED TO FLOW FROM WITH THE TERMS AND \� INV. OUT (S) = 8092.86 --___� - u`, �` ° CONDITIONS OF THE CDPHE \\ ---- ARCHITECT OF RECORD ` \� \ x / / / THE SITE THE CON TOR oy �____- -- GLOVER SMITH BODE INC �-- / _/ / / / / / / `� STORMWATER PERMIT ' _� , \ \ / `•, // —�/ SHALL BE RESP IBLE FOR \ 1g.� 1 _ 1 8120 OKLAHOMA CITY,OKLAHOMA % \ i ,f / / / - _ / / / o // --1 FOR ALL DA�IA-GES INCURRED, �� -' \ ' -- \ "`X / / / / -- / // `'" 2 CIVIL ENGINEER C_AU D—BY SILT LADEN WATER \ h r a , �* _ M EDWARDS,COLORADO LEAVING THE SITE , ALPINE ENGINEERING INC `f J — 811 W ' ,,,,•,, ' LANDSCAPE ARCHITECT EXISTING MANHOLE RIM — 8115.0 a, ---r �' � � � /� � u, w�� '" S E GROUP x X / INV. IN (N) 8109.64 (18 RCP) \ ' u� / BURLINGTON,VERMONT \3 INV. IN (N) - 8111.2 (12- PVC) ,,_ EXISTING i f /A 1 / / ® INV. IN (VI) - 8111.7 (12" CMP) t a F p INV. IN (SW) = 8105.9 (12- PVC-SAND/OIL) " \ S0 = IN - STRUCTURAL ENGINEER INV. IN S = 8108.45 6' PVC-EX. SUBDRAIN HAYNES WHALEY ASSOCIATES, INV. OUT (E) - 8105.70 (18" RCP) sT EbsnN 1 \ / i INC / �/ I t, `=•G 18. HOUSTON,TEXAS I N STALL AND MAINTAIN MECHANICAL ELECTRICAL _t ;�•-'" , , 1; -� - PLUMBING ENGINEER SILT SACK 0R APPROVED --' " f - / ABS CONSULTANTS INC EQUAL IN INLETS (SEE \ / / / / / O� DENVER,COLORADO / i / DETAILS ON SHEET C011 ) 9 INTERIOR DESIGN WILSON&ASSOCIATES '�' _ DALLAS,TX ! / ± LIFE SAFETY BCERENGINEERINGINC / / / / ®' I \ \ O / i ;s> F' :%'!`Y -- \ \ I J f ARVADA,COLORADO Xx -T- 2-, 41 \ / // // 0�/ ' 'z f ;; s y PROJECT NUMBER 2094100 y / ISSUE REVISION DATE / INSTALL AN MAINTAIN / O p/ SEDIMENT LOGS f / s> ti OR WATTLES % / NTIL SIDEWALK S ` � f ,/ � ,' x% A DRAINAGE / CI ES ARE .1 ' IN ALLED _PH EXISTING 18" CMP 8770 ` � �' J4 r 6 / / `r e / - ,- - - R-., t y� `,� 1�,,�`, <' �!?,s ,^1- l_ 1 , I�STALL A�D MAINTAIN - , .. .; y�,�� - - �/ ,6 4 S D id ENTiOGS SEE 16 bETAILS ON SHEET C011 ) 19 s' f — • r 4�r.c r SL-' � <1 wv \ 14 \ d _ �- s j - - z_ \ :\`r` 1� / / // A013 REVISION#4 04/12/07 WV 1w N - � / ._(_ � / / �� / / �' 009 PERMIT SET 11/17/06 WV CL- f ____ _^//i==- -- ` _.-- I / i / ,— / / North Wv \ \ ,� `�- / \ - - - - - .� `°``., 7� " / / / rte- _„I- 'f'' '' `_ /•' -� / I' _`— p / / / /_ - -- / Scale: 1 — 20 too TA \ \ ° \ ` ( -" ', I I / ter,+•° - .f` / / / \ W, EROSION V1 CONTROL NU REVIEWED BY = — PLAN �� \ / / j / / / ____ -f f /aw FEB 2 6 2008 C _ _ dom ENGINEERING INC loll EDWARDS BUSINESS CENTER • P 0 BOX 97 EDWARDS, COLORADO 81632 �I/ / �� i � ' • 970 926-3373 FAX 926-3390 � • / / / / / / / � SAFEbullt Colorado C008 P\TOV05001\dwg\Master\Ritz-Erosion dwg, 10/17/2007 9 20 01 AM,babcock Road Surface or Existing Ground 82" 84" Road Surface or Existing Ground Backfll with Native Material Do not use any Rocks greater than 6 C Backfill with Native Material _ _ 6 Do not use any Rocks greater than 6" \ %\ / ;\ / 264-MTA / t / / COVER WITH CODE No 0206715 84" 84 15" 10 r" F a X/\, µ , \ US WEST STANDARD ADJUSTABLE FRAME US �s \�\ PUBLIC SERVICE COMPANY Rp,D\ /�\ / \//\/ \✓ \ f / No 7403240 PTl COMMUNICATIONS / / 340 Ibs s \�\ \� \ > GALVANIZED COVER 00 r ; GALVANIZED FRAME 1 6 STEEL TREAD PLATE 4 " O 1'-11 1/2" X 5'-11" PAD CENTERED ON VAULT /j` � /\ / CLEAR OPENING °Q •°o o°°°o o e°°po° VAULT CENTERED ON BASE \/J\ �\ E �J' t , `'\/y J�,\ , i \J\ % C `\, '✓\\ DOOR OPENS X/ 180 DEGS E Provide Clay Dams aa,e°e a•e a o°e°°°°o°a o°�:a`°°°°a e°ea,° 1 1/2" p at 100' intervals \j~ '\ \ ' - ` // / °°°° i e°i° PAD PLACED ON VAULT AS SHOWN TRANSFORMER ON PAD �%' a A 11 Fill Select (4) P4000 UNISTRUT SEE PLANS FOR Read Pipe Bedding 2 EA SIDE 56" �j Section (Typical) No 8350015 ' ` .t '/` O CONDUIT SIZES AND #'S y f`\ Trenching and gas line / 1, 4'-1 1 2" 11�--Ilkl,- ! �„ r 48 16" Minimum installation by Xcel Engery. 4 \\ ! OVERALL -°" �� 1 , _ 5 N O GAS TRENCH z'-6" 5f ,O _f 9 \ / VAULT 7 Scale. 1 1'-0" 3,800 Ibs U') O SEE PLANS FOR 4'-0" 1t ' '` _ , , ` Q " CONDUIT SIZES AND #S m 3 Min. Separation Cl'4 = N 16" Minimum FINISH ROAD GRADEt ` VAULT CENTERED ON BASE PRIMARY ELECTRIC TRENCH ,.,,,; . D SECTION /"/X/ BACKFILL WITH APPROVED 0 0 SPLICE VAULT U M I—35L (FEEDER) Approx. Scale. 1" = 1'-0" !, x `�.� ,-"�E°� SUITABLE ONSITE MATERIAL y OR 3/4" SCREENED ROCK. O THREE PHASE TRANSFORM A & VA U LT, " = 3-0" ,, yX 4" DIA TERM-A-DUCTS (150 K VA & SMALLER U M I—13S NOTES cn 4 EA/ SIDE 8. GRADE RISER. ya y PROVIDE 2-FOOT OF 8 REQ'D -1" 1. BACKFILL SHALL BE WELL COMPACTED 9 CONDUIT(S) INSTALLED THROUGH KNOCKOUTS x 3/4" ROADBASE OR NOTES Scale- 1" = 3'-0" AS REQUIRED SHALL BE GROUTED IN PLACE, SHALL BE SPACED AT LEAST 3/4" SCREENED ROCK 2. SOIL UNDER BASE SHALL BE UNDISTURBED OR LEAST 1" FROM ADJACENT CONDUITS AND SHALL BE OR SCREENED ON 264—TA—COMMUNICATIONS VAULT 1• TYPICAL TRANSFORMER OUIUNE 9. CONDUIT ENDS SHALL BE SEALED WELL COMPACTED. CUT OFF 2" - 4" FROM THE INSIDE CONDUITS, THE VAULT FACE 1 C,1 , � 1-1/2" MINUS MATERIAL 2. BACK EDGE OF TRANSFORMER OPENING (WITH OR WITHOUT CABLE) 3 WET SAND SHALL BE COMPACTED AROUND 10 GROUND ROD ? = AS APPROVED BY ENGINEER 3. 3/4" HOLE TOTAL OF FOUR 10. FOUR KNOCKOUTS 16" X 16" GRADE RISERS (REPLACES UM-467—TA) 4. LIFTING HOLES 11. FOR CONSUMERS INSTALLING SECONDARIES, CABLE TAIL 4 ALL PIECES (EXCEPT FOR PAD) SHALL BE JOINED APPROX. WEIGHT H_C_ MAT'L # WARNING TAPE 5 BACKFILL TO BE COMPACTED TO SHALL BE 60" LONG MEASURED FROM TOP OF PAD WITH A TAR TYPE SEALANT. 95% STANDARD PROCTOR 12 BOND #2 COPPER INTO GROUND SYSTEM WITH 5. SIX KNOCKOUTS 8" X 14" IN EACH PAD = 4200 LBS 40420 7 �L� SEE PLANS FOR ACTUAL 6. SOIL UNDER BASE TO BE UNDISTURBED OR ROD AND NEUTRAL VAULT SECTION. COMPACTED TO 95% STANDARD PROCTOR 2' VAULT SECTION = 3000 LBS 40800 CONDUIT NUMBERS AND SIZES 6 LIFTING HOLES IN PAD AND BASE. ~_:c C c' t{" a�� 7. SECONDARY CONDUIT PER NEC MAX. OF DESCRIPTION APPROX. WEIGHT H C MAT°L # 7. LIFTING HANDLES, (4) PER VAULT SECTION. (MINIMUM OF 3 SECTIONS) (9) 4" CONDUITS LOCATIONS TO BE EL T CONDUIT SPECIFIED BY H.C.E.A. PAD = 3400 LBS 40500 BASE = 3600 LBS 40200 OWNER DEVELOPER ELECTRIC CAN/PHONE & F.0 S. CONDUIT OPENINGS IN VAULT SHALL BE VAULT = 3500 LBS 40700 VAIL RESORTS (2) 4" CONDUIT 6" MIN. SEPARATION BETWEEN GROUTED WITH NON-SHRINK GROUT ELEC. & CAN/PHONE CONDUITS FINAL GRADE CONTRACTOR TO VERIFY EXISTING BASE = 1100 LBS 40150 DEVELOPMENT NOTE, ELEVATION OF CULVERT AND LOWER PROVIDE CLAY CHECK DAMS ® 100' CONDUIT AS NECESSARY TO ACHIEVE COMPANY INTERVALS IN AREAS OF HIGH GROUND WATER CLEARANCE FROM TOP OF CONDUIT TO TYPICAL JOINT TRENCH f / f' y` `r - BOTTOM OF EXISTING CULVERT. -4" AVON, COLORADO ` , ! \�:\ / j`; 'Z , 1 1/2" (1/4") 8" 5, 5"1 2 O.0 MAINLINE SECTION ' Flush with Curb / " `/, DESIGN ARCHITECT Scale 1" = 2'-0" ' i , face TYPE 2 1" LEG Thread 3 1/2"//'/'/' EXISTING CULVERT \ i- / / \ 24" MANHOLE RING 4" or 6" downspout circular pipe /.` `\, ,'\ ' '' Po„ 00 p and COVER \ \ l� "` - 8 [ 8.5 18" Long 4240 4" section of 4"or 6" pvc: with pvc plug (flat , ` 1 \ ` 1D 27 2�' N0. 4 BAR 7/ Finished grade top) installed with 3"f hole cut and calked. r7 C) �— Install 1" below finished grade in landscape 24" MIN 1 1/2" Pipe Spacer areas and cover with topsoil -- and 1 1/4" Lock Nut Denver, Colorado U O PVC Plug, below grade in Y $o Back of Curb landscape areas, flush in— PROPOSED SHALLOW c 1 1/4" Dia. x 24" ARCHITECT OF RECORD hardscape areas I, UTILITY CONDUITS Galy Steel Rod GLOVER SMITH BODE,INC 2'-6" 0 C. OKLAHOMA CITY,OKLAHOMA 2"x3" rectangular ° o downspout 6"x4" reducer CULVERT CROSSING OVER CONDUIT w 1/4" ;" 4 . E {" q Flowline CIVIL ENGINEER OR Scale 1" = 2-0" - One 1 1/4" Dia. , 6"x6" connection . . • • 2 ALPINE ENGINEERING INC 4" 3"0%3/8" Plate �° 1 ROD in 5' INLET '' � EDWARDS,COLORADO A g" _ -� 6q ---- WATER LINE RFI-0060 CURB FACEDETAL LANDSCAPE ARCHITECT Install 1" below finished grade in "-` ` Place entire assembly before pouring concrete BURLINGTON,VERMONT landscape areas and cover with ' 6" PVC topsoil Install flush with finished N " 3'-0" 18" 30" 3'-0" A = /4 � � � A 2 DIAM TEMPORARY HOLE Gutter Transition grade in hardscape areas. TYPE 16 VALLEY I.�I L a ° FOR DRAINAGE SHALL BE PLACED To Sta Gutter Transition STRUCTURAL ENGINEER 6" PVC FRAME AND GRATE .3' I 1 0_ AT SUBGRADE ELEVATION OR A Point Inlet Pay Length 2 3/4' N r ° MINIMUM 3 INCHES BELOW ROAD PLAN A2and When a Type-R inlet is used with Mountable Curb HAYNES WHANC ASSOCIATES, Notes �- BASE. THE HOLE SHALL BE PLUGGED q HOUSTON,TEXAS 1. Verify downspout size with Architect d a WITH CONCRETE BEFORE ACCEPTANCE Gutter, 5' transition shall r required OF THE INLET 2% (2)#6 HOOP 30" Diam Transition shall be payed as Curb and Gutter. °d G See CURB FACE DETAIL with 12" Lap MECHANICAL ELECTRICAL SCALE' NTS JOINT DETAIL 6" TYP. 3'-0" • .< - PLUMBING ENGINEER ABS CONSULTANTS INC ROOF DOWNSPOUT CONNECTION RISER 4-0 Q ° a DENVER,COLORADO LIFTING INSERTS 1•-6" PLAN VIEW SANITARY SEWER LINE #4® 11" 0 C 4Q X � INTERIOR DESIGN (2)PER SECl10N , NO 5 ® 5 1/2" O.C. #4® 11" 0 C. ENCASE JOINTS IN CONCRETE WILSON&ASSOCIATES ° _ 100 Scale: NONE - DALLAS,TX 4 SEE JOINT a a s o LO y� IF WATERLINE IS 18' OR LESS ABOVE SEWER OR Al LIFE SAFETY 4 ° �� DETAIL w� IF WATER LINE IS BELOW THE SEWER LINE, INSTALL BCER ENGINEERING INC �� 0 �F CONCRETE ENCASEMENT. ENCASEMENT MUST EXTEND UNTIL ° #4® 9"0 C. v = ARVADA,COLORADO _\ THE WATER AND SEWER PIPE ARE SEPARATED A N v ° A •" BY MORE THAN 10 FEET. 4° ° to #4® 9" 0 C LIFTING Q PROJECT NUMBER. 2094100 FLOW ,� I N SER TS 3 ° IN2T x 4 , 1.5 1.5' 4 '. _ ISSUE REVISION DATE N WATER STOP (A-LOK `v " `v „ II N iv WATER STOP FOR SMOOTH a� #4® 6 O.C.LI 20" 42" a� #4@ 6 O.0 L.I 20" VAR " WALL PIPES- WEDGE ° ? EQUAL) OR APPROVED 4 a to ° SECTION PROFILE s EO TYPE R STORM WATER INLET PLAN °• • 1'-10" 1'-10" __7 Scale- 1" = 2'-0" NON-SHRINK MH FRAME AND COVER 2'-0" • " ° GROUT D & L A1043 OR EQUAL RING & COVER-SET TO 6" 6" 9 1/2" 2-° 9 1/2" PARALLEL FINISHED SURFACE SANITARY SEWER LINE ° ADJUST TO REQUIRED GRADE WITH A 9 °LEFT SIDE VIEW SECTION A—A 4 ° NON-SHRINK GROUT ENCASING N Q MAXIMUM OF ONE-2" THICK REINFORCED BASIN RISER CATCH CONC. GRADE RINGS SET IN NON- �\o; H HEIGHT CODE WEIGHT 4 ° X SHRINK GROUT �� 1' C8231R 930# �\ - \ .� WT. 3,74°# CONCRETE JOINT ENCASEMENT Trench Backfill Z X T � PRECAST ECCENTRIC CONE 2� CB232R 1,860# ° ° 2'x3' CATCH BASIN 3 C6233R 2.79°# Scale: 1" = 2'-0" �\\ d Class 6 ° Roadbase \\ 0 , `.. .` \� N ° o 4 ° INSTALL 1" DIAMETER RUB'R-NEK N T SQQ' / I 9" NOTES: iv ° (OR EQUAL) JOINT GASKET AND GROUT \\ 0 0 4 JOINTS INSIDE AND OUTSIDE, GROUT LIFT 1. CATCH BASINS ARE DESIGNED TO MEET ASTM C858 WITH AASHTO HS-20 LOADING. Undisturbed \\/\ HOLES ON INTERIOR, INSTALL 1 1/2" 2. OPENINGS MAY BE LOCATED AS REQUIRED. \�\\ DIAMETER RUB'R-NEK ON MANHOLES \ �'} r \' a 6 015 REVISION#6 08/10/07 MANHOLES LARGER THAN 48" 3. CHECK HARDWARE SECTION FOR OPTIONAL ACCESSORIES. 1350" /\\\ \ .4. m p C9 " 5 0 DRAINAREA = 62 7 SQ INCH PIPE / 'O \' a 4 013 REVISION#4 04/12/07 i? 6 GRATE HAS H-20 (HEAVY TRAFFIC) Pipe Subgrade Z PRECAST REINFORCED CONCRETE \ \" 009 PERMIT SET 11/17/06 J � C� DOT RATING - 4 MANHOLE BARREL PER ASTM-C478 N o o QUALITY MATERIAL SHALL a a „, oo \\ \\ \//\ ,o CONFORM TO ASTM A48 - CLASS 308 Z 0 5" MIN WITH STEPS � C= PAINT CASTINGS ARE FURNISHED *(1) i ��j��\/��\ m O U ° *(1) WITH A BLACK PAINT ME ° o C® O N INSIDE LIP TO BE HIGHER HINGED GRATE COVER 4'-0" DIA THAN OUTSIDE LIP FOR EASY ACCESS *(1) ADAPTORS CAN BE *(1) ADAPTERS CAN BE MOUNTED ON ANY ANGLE MOUNTED ON ANY �� o " 0 0' TO 359' �\` SEE SPECIFICATIONS FOR /\J UI� \ ANGLE o0o n m COMPACTION REQUIREMENTS 0' TO 359'. ® TRENCH BACKFILL ALL MANHOLE STEPS TOP OF BENCH 12" CAST IRON GRATE *0) HAND SHAPE AS WITH BITUMINOUS OR ° NECESSARY AROUND PIPE PENETRATION GASKET DUCTILE IRON GRATE W PRU,EG PLASTIC COATED PIPE TO PROVIDE PLACED IN CORE TO ACCEPT / CAST IRON FRAME "�1� CAST IRON H-20 1j �{ / NOR„ 5 PIPE, KOR-N-SEAL, A-LOK, RATED GRATE �/ ORI' MA INDUSTRIES DRAINAGE ° CO OR EQUAL ° OR EQUAL _ �, PROJECT KEYPLAN I 15" o N z INLET AND OUTLET w J BEDDING ZONE FLOW ADAPTERS AVAILABLE 4" _ a o= :✓ \\ SEE ABOVE it Z0 40 d ADAPTORS AVAILABLE THRU 15" INLET AND OUTLET �- 8 < w 4" THRU 10" Z o* X w J PIPE SUBGRADE, STABILIZATION/ , - f- Q�� MATERIAL IF REQUIRED � w2MMQ 8" MIN W " TRENCH ZONES � a m d 3 63" VARIOUS TYPES OF a I a=�w O ° ° ° VARIABLE VARIABLE OVERALL = o SITE & =o ° ° °° ° ° °° ° ° °° ° ° °° INVERT HEIGHT *(2) OUTLETS WITH a HEIGHT 4"-15" WATERTIGHT ADAPTORS > R�1/�C��IED �� w ° ° PRE-CAST MANHOLE BASE AND VARIOUS TYPES OF OUTLETS FOR: V C f/ UTILITY a w ° ° FIRST BARREL SECTION CAST WITH WATERTIGHT ADAPTERS CORRUGATED POLYETHYLENE = CULVERT BEDDING 2 6'-4" MONOLITHIC ASTM-C478 FOR. SDR-35 SEWER ADS N SDR-351 SEWER ULTRA-RIB PVC C FEB 2 6 2008 = = DETAILS r GENERAL NOTE SCHEDULE 40 DWV * 2 MAXIMUM 6"MIN q " _ M SECTION A—A 1 ALL CONCRETE WORK SHALL COMPLY CORRUGATED PVC RECOMMENDED 12 DRAIN BASIN _ C WITH LATEST ACI-318 SPECIFICATIONS RIBBED PVC OVERALL HEIGHT 10' SAFE ENGINEERING INC b u I I t Colorado EDWARDS BUSINESS CENTER • P 0 BOX 97 STANDARD MANHOLE 15" DRAIN BASIN O Scale: 1" = 2'-0" 12" AREA INLET ( EDWARDS, °OL?R FAX 6'632 C009 • 970 926-3373 FAX 926-3390 P XTOV05001\dwg\Master\Ritz-Details dwg, 10/17/2007 1124 27 AM,babcock 1p Cy} Gutter VARIES ® 12.1 MAX 14 1 Curb Transition f' i NOTE: ALL SIDEWALK CURB CUT Sidewalk Transition PART OF PART OF RAMPS SHALL BE ADA ° T WING OR WING OR s' 24' s' COMPLIANT -`� �� L4" CURB WIDTH OF RAMP CURB DOMES (TYP.) as r 6"' a ° A 3• DETECTABLE WARNING T Permissible Joint with Epoxy coated deformed 8. d _ - ° PAVERS No 4 by 18" bars conforming to ASHTO M284 6• ° ° ° ° 1' ° 4' W SAND FOUNDATION°d at 18" spacing "' ' Paid for as Paid for as Concrete Curb Ramp _4 �'^ 3/4' DW DRAINAGE WEEP HOLE 0.Curb and Gutter • • • • °d SECTION A-A • • • • • • • • • • RAMP SECTION VIEW 24' . . . • • • . . . . . . . . 36• Scale: NONE • ' • • • • • • ' • • • • • r ��O 2'-6" ° ' • • • • • • • • • • • • a CURB // Z 2'-6" 6' MIN TO m `� d° d FLOW LINE a f� , Q Wing Surface CURB FLOW LINE Sidewalk (SEE NOTE 3) DETECTABLE WARNING WELL fool A Flowline / ;j // • A: ,sr, e6 PLAN VIEW OF Pd w°�k ii DETECTABLE WARNING AND WELL ��/� (PAVERS NOT DRAWN TO SGU E) 6" DETECTABLE WARNING & 1 ` /f y r": •7 '�'.�:':�':•:• !�I O WELL 2 ® 20:1 //� / - - -- • . . ••• • 1�, r TYPE 2 CURB RAMP ,f� Scale: 1 = 4'-0" '� i P �Q' 1 '�= -t'�P ,:„ ;�!'�`�'"' WING SURFACES SHALL BE TEXTURED WITH GENERAL NOTES: NOTES /% _ A COURSE BROOMED SURFACE ONLY 1 THE DETECTABLE WARNINGS SHALL BE INSTALLED 1. Ramp and wing slopes shall not be steeper that 12.1; dimensions shown AT SIDEWALK/STREET TRANSITIONS. THEY SHALL BE NOTE: RAMP CROSS SLOPE SHALL BE LIMITED shall be modified, as necessary, to meet this requirement. Ramp cross slopes MADE IN PAVER FORM WITH A TRUNCATED DOME SURFAC TO 1:48 (2%) THE DOMES SHALL BE PLACED IN A SQUARE GRID. rTl shall not be greater than 1:48 (2%) 2 THE TOP OF THE DRAINAGE WEEP HOLE SHALL BE LOCATED w 2. Concrete shall be class A or B, with WWF (Welded Wire Reinforcement) in ramp. AT THE LOWEST POINT OF THE DETECTABLE WARNING WELL. 3 ALL DETECTABLE WARNING AREAS SHALL START A MINIMUM OF 6 INCHES FROM THE FLOW LINE OF THE CURB AND 3. Normal gutter flowline and profile shall be maintained through the ramp area. NOT BE MORE THAN A MAXIMUM OF 8 INCHES FROM ANY POINT ON THE FLOW LINE OF THE CURB. ALL DETECTABLE 4 Ramp surface shall be textured with a coarse broomed finish and scored with WARNING AREAS SHALL BE 24 INCHES IN LENGTH AND grooves (1/4"t by 1/4"t) spaced at 9 to 12 inches. COVER THE COMPLETE WIDTH OF THE RAMP AREA ONLY. 5 Wing surfaces shall be textured with a coarse broom surface only N T S OWNER/DEVELOPER VAIL RESORTS J Road section Road Section 4" 6" ''-8" DEVELOPMENT RE: LANDSCAPE FOR PAVER DETAILS & TYPES COMPANY R=1/8" to 1/4" Flowline R=1 1/2" AVON COLORADO o Existing Roadway Surface, Width Varies 30" Snowmelted Sidewalk, Width Varies Finish Grade ' o ° R=1 1/2" to 2" Curb and Gutter See Plans and Details for Proposed Sidewalk See Plans CNI 04 C-4 12 R=1/8" to 1/4" See Detail & Plans 2% \aw\\�e o F/ow/one = d 4 1/2 Slope DESIGN ARCHITECT c� ° and Bedding per Paver Manuf. N d ° 3;lu ° 4" Concrete Section d e ° ° ° ° 4 ° as Specified on Plans 'd d° ° °° ; 4 ° ° ° d d and Details 10" N TAPER CURB FROM 6" ° d°° d° 2" Sand Bedding With 4240 FULL HEIGHT TO ZERO 6" Welded Wire Fabric and SPILL SECTION Suitable Compacted Subgrade WIRSBO Tubing Wrapped Curb and Gutter Section Pan Section Curb and Gutter Section P 9 in MIRAFI 140N Fabric Denver, Colorado Length = See Plans 3'_0" Length = See Plans 3'-0" Length = See Plans 4" 6" V-8" (See Soils Engineers Recommendations) 4" Aggregrate Base Course Compacted R=1/8" to 1/4" R=1 1/2" In Depth as Specified on Plans ARCHITECT OF RECORD Flowline and Details GLOVER SMITH BODE,INC CURB & GUTTER TO 2' PAN TO CURB & GUTTER TRANSITION R=1 1/2" to 2" R=1/8" to 1/4" OKLAHOMA CITY,OKLAHOMA ° 12 Sale '" = 2'-0" ' TYPICAL ROADWAY AND CURB AND GUTTER WITH ATTACHED SNOWMELTED SIDEWALK CIVIL ENGINEER cV ° d ° a ALPINE ENGINEERING,INC d 3z 0 EDWARDS,COLORADO d a m 48" CL 48" d d LANDSCAPE ARCHITECT 10" S E GROUP 24"' „ BURLINGTON,VERMONT 1 a a° 2 ° 4 ° CATCH SECTION 4 4 4 ° ° MOUNTABLE CURB 4" 8" STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, 4 NOTE: °° Note. HOUSTON,TEXAS Scale 1" = 1'-0" RE. LANDSCAPE FOR PAVER DETAILS & TYPES CONCRETE SPECIFICATIONS; 8" When bars are required to tie to Roadway, the gutter thickness shall be 4000 PSI, 564 LBS/CY 2 Install #4 Rebar at 18 increased to the pavement thickness T . Bars shall be epoxy-coated 4 Existing Roadway Surface, Width Varies 30" Snowmelted Sidewalk, Width Varies Finish Grade On Center Both Was O # MECHANICAL ELECTRICAL WATER CONTENT LESS THAN 0.45 Y conforming to AASHTO M 284 and spaced at 2'-6" o.c. They shall be Mountable Curb and Gutter See Plans and Details for Proposed Sidewalk See Plans PLUMBING ENGINEER AIR CONTENT = 6% +RA SEE LANDSCAPE PLANS FOR COLOR inserted T/2 and 1/2 length into the gutter P ABS CONSULTANTS INC 1-1 2% 3 4" AGGREGRATE AND SURFACE FINISH REQUIREMENTS See Detail & Plans 2% Slope / / DENVER,COLORADO 1.5 LBS/CY FIBERMESH ADDITIVE Sand Bedding per Paver Manuf. > >f INTERIOR DESIGN CONCRETE PAN — 8 WIDE— 2 DEPTH ° ° ° e" Concrete Section 2'-0" 1-1/2" 4-1/2" ° ° WILSON&ASSOCIATES g °' d Welded Wire Fabric ° DALLAS TX 5 O ° ° a ° °° ° •° 6X6W1.4XW1.4 ' /7\//� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � p ° ° °° � d ° 2" Above Bottom LIFE SAFETY 2 ///\//\/\��\/�7 o,° °° ° of Proposed Slab BCER ENGINEERING INC Q _ 2" Sand Bedding With ARVADA,COLORADO - - -- - - Suitable Compacted Subgrade Welded Wire Fabric and Road Section Road Section. 4 (See Soils Engineers Recommendations) WIRSBO Tubing Wrapped _ d ° 3° in MIRAFI 140N Fabric co A C', d °d °° 4" Aggregrate Base Course PROJECT NUMBER 2094100 o N ° Compacted in Depth as = N N Specified on Plans E\o,\VXe o Fjow//ne NOTES: and Details ISSUE REVISION DATE r 2 BLOPE L, SEE DETAIL OF CUT/FILL SLOPE TYPICAL ROADWAY AND MOUNTABLE CURB AND GUTTER WITH ATTACHED SNOWMELTED SIDEWALK \ � — 2 SLOPE AT 1" PER FOOT J) r 3. 1-1/2" RADIUS TYPICAL 61. 4. SLOPE TO MATCH ADJACENT PAVEMENT TAPER CURB FROM 5 PAVEMENT, SEE TYPICAL PAVEMENT SECTION FULL HEIGHT TO ZERO 6" 6 PROVIDE CONTRACTION JOINTS 12' O.C. MAXIMUM Curb and Gutter Section Pan Section Curb and Gutter Section 7. PROVIDE EXPANSION JOINTS 100' 0 C. MAXIMUM Length = See Plans 8'_0" Length = See Plans 81_0" Length = See Plans 6" VERTICAL CURB AND GUTTER REFER TO LA300 FOR PAVER DETAILS AND MO.0.6 CURB & GUTTER TO 8' PAN TO CURB & GUTTER TRANSITION. Sale: 1" = 1'-0" FOR SNOWMELT ZONES AND AREAS. CONTRACTOR Scale: 1" = 2'-0" TO PROVIDE PIPING LAYOUT PER MANUFACTURER'S 4" HBP (Typ ) CONCRETE APE FOR E RECOMMENDATIONS AND SUBMIT TO ARCH., RE.LANDSCAPE FOR TEXTURE N� 12" CL 12" AND FINISH 2% or 12„ " 2% or EXPANSION JOINTS REQUIRED EVERY 30OFT n MECHANICAL AND CIVIL ENGINEERS FOR REVIEW. See Plans 11I 1" 12 See Plans 10" a ° n Q d G ° d 4 ° d 44 Q° Slope — 1/4' per Foot a ° d ° < m ° ° DUMMY GROOVE JOINT, CURB & GUTTER ® 10' O.C. C ° 4 d ° ° ° PROPOSED CURB AND GUTTER CONCRETE PAN ® 5. O.C. i0 _ 6 X 6 W1.4 X W1.4 I E° d° CONTRACTION JOINTS Welded Wire Fabric `O .1 a - ° ° `4 ° o 0 0 0 0a ° SUBMIT SNOWMELT SHOP DRAWINGS TO AEI, MECHANICAL ENGINEER AND CONCRETE PAN — 2 WIDE s• CLASS 6 ROADBASE ,. ARCHITECT FOR REVIEW, TO SHOW LOOPING, ZONES, MANIFOLDS, ETC. 4 013 REVISION#4 04/12/07 `��`��oU��o 0 0 6 0 o POURED JOINT 1/2 PRE-MOLDED Scale: 1" = 1'-0" SEALER JOINT FILLER GENERAL NOTES: CURB & GUTTER 009 PERMIT SET 11/17/06 — — — — — 1 ° On curves 3' and sharper, curbs and curb and/or gutter are to be placed on the arc of the curve 4 d a l � unless otherwise noted on plans A maximum chord length of 10 feet may be used when the degree a q d ° ° of curve is less than 3. ° ° f 2. Concrete in sidewalk shall be Class B with fiber. ° ° d c .1 4 I 3 A tooled pint is required when the curb and sidewalk are poured separately or monolithically. I— w CONCRETE SIDEWALK/BIKE PATH SECTION Scale- 11 = 1'-0• EXPANSION JOINTS — REVIEWED BY Of Width per Ian RE: STRUCTURAL PLANS INSTALL EXPANSION JOINTS EVERY 300' O.C. I } FOR DESIGN & CONCRETE INDIVIDUAL SECTIONS LESS THAN 300' REQUIRE AN EXPANSION JOINT I� — — < — — -, 08 SNOWMELT TUBES REINFORCING Y FEB 2 6 20 PER MECHANICAL Scale: 1" = 1'-0" — — - — — -I PROML V ° ° Q C ° 6" Concrete Section NORTH TREE 5 If CONCRETE a a POURED JOINT SEE LANDSCAPE PLANS FOR COLOR Welded Wire Fabric SIDEWALK AND CURBING JOINTS L 0— , �" SAFEbuilt Colorado NORTH Q SEALER AND SURFACE FINISH REQUIREMENTS 6 X 6 W1.4 X W1.4 PROJECT KEYPLAN HIGH DENSITY STYROFOAM �— 2" Above Bottom > _ _ > PER STRUCTURAL a a ° o �' a a ° ° ° ° a ° a ^' of Proposed Slab a ° a I J I M SPECIFICATIONS SHEET S4.05 C d ° Q - - — — — — 1/2" PRE-MOLDED a . . a - a - 2" Sand Bedding With ° a JOINT FILLER Welded Wire Fabric and I� r— — — — — — WIRSBO Tubing Wrapped MANIFOLD 91" CONCRETE SLAB Welded Wire Fabric %\\i\\/\\ \\ \\ \\ \\ \\rte\ \i,\ \ \ \ \ \ \\�\\ \ \ L — — — — — 1 TYPICAL(— —) PER STRUCTURAL PLANS 6 X 6 W1.4 X Wbr \\\/\\\/ \/�/\/\/\/\/' i\ in MIRAFI 140N Fabric — — — — — — — — 2" Above Bottom ° NOTE; Suitable Compacted Subgrade — — — — — — — — HARDSCAPE of Proposed Slab CONCRETE SPECIFICATIONS; (See Soils Engineers Recommendations) 4" Aggregrate Base Course 4000 PSI. 564 LBS/CY Compacted in Depth as - 0 = DETAILS CONCRETE WALK AT BUILDING WATER CONTENT LESS THAN 0.45 Specified on Plans Refer to Mechanical Plans for Maximum Snowmelt Zone Area — — — AIR CONTENT = 6% +/- 1-1/2% and Details Typical snowmelt tubing loop layout. Submit shop drawings for review - 3/4" AGGREGRATE SAND BEDDING DEPTH MAY VARY Make as few crossings with tubing between areas as possible. C NOTE- 1.5 LBS/CY FIBERMESH ADDITIVE BASED ON SNOWMELT TUBING DIAMETER Coordinate finish, color & texture with Landscape Plans. ENGINEERING INC Colo PROVIDE ISOLATION JOINTS AT STRUCTURE- SNOWMELTED CONCRETE DRIVE SECTION SNOWMELT SCHEMATIC EDWARDS DS BUSINESS CENTER • 0 BOX 97 EDWARDS, COLORADO 811632 • 970 926-3373 FAX 926-3390 P\TOV05001\dwg\Master\Ritz-Details dwg, 10/17/2007 9 16 26 AM,babcock a GENERAL NOTES FOR SEDIMENT CONTROL p NOTES: 1. REVEGETATE OR LANDSCAPE AND STABILIZE ALL DISTURBED AREAS =z' 1. Contractor shall install and maintain sediment control measures in strict �° .L accordance with these approved plans AFTER CONSTRUCTION IN COMPLIANCE WITH THE SWMP/BMP FOR THIS / ob 2 All proposed sediment control measures are temporary measures unless specified PROJECT. 'tJ; Fo7o otherwise on plans 3. Sediment control measures may require minor field adjustments at the time of 2. INSTALL EROSION/SEDIMENT CONTROL MEASURES PRIOR TO 0 construction to Insure that their intended purpose is accomplished. Engineer's COMMENCEMENT OF CONSTRUCTION ACTIVITIES. approval will be required for any other deviation from the approved plan 3. REFER TO THE GEOTECHNICAL STUDY PREPARED BY KOECHLEIN 0 4 Contractor shall provide continuous Inspection and maintenance of all sediment CONSULTING ENGINEERS. control measures to Insure that maximum sediment control efficiency is obtained until final stabilization of site has taken place. 4. STORM PIPING LENGTH AND INVERTS ARE MEASURED FROM INSIDE 0 5 Contractor shall install sediment control measures at the onset of grading FACE OF STRUCTURE (MANHOLE) TO INSIDE FACE OF STRUCTURE. operations so that effective sediment control can be achieved during the entire 04 0 grading operation 5. STORM DRAINAGE STRUCTURES NEED TO BE PERIODICALLY Z 04 6 Contractor shall stabilize all points of Ingress and egress with crushed stone INSPECTED AND MAINTAINED TO INSURE ADEQUATE DRAINAGE. O (SCE) until just prior to paving operations to prevent tracking of mud onto public ways. T FLOW 0 7 Contractor shall prevent all sediment from entering any constructed storm drainage structure by blocking shut the structure with sandbags, boards, or by any L, D D other acceptable method unless shown otherwise on plans. rl 0 0 EROSION LOG 8 If stabilization of disturbed areas Is to be accomplished during the months of �1 0 POINT B October through April, the stabilization shall consist of mulching. Seed and mulch X11 and landscape as soon as the season permits 9. Contractor shall stabilize all disturbed areas at a grade less than 3. 1 and not ( 1 USE 2 PINE STAKES 1 1/2" x 1 1/2" x 12 AT ALL covered by paving as soon as possible by permanent seeding and mulching and �•/ w a POINT A POINT A EROSION LOG ENDS OR JOINTS, OTHERWISE landscaping as per "Standards and Specifications". USE A STAKE EVERY 24 IN. AND CONTINUE 10 Contractor shall protect all trees to be preserved during construction operations. TO ALTERNATE ORIENTATION THROUGHOUT 11 Approval shall be requested upon final stabilization of all sites before removal of inn, Z a THE LENGTH OF THE EROSION LOG. sediment controls PLAN VIEW 0 BEAVER DAM° PLAN VIEW EROSION LOG WETLANDS OR FEATURE Installation and Maintenance Guidelines ,�. �. '9pp THAT NEEDS PROTECTION 50' Min. 00 Installation: The empty Beaver Dam® should be placed over the 40�i O ROk Earth Mountable Berm (Optional) 3� r-10' m E grate as the grate stands on end. If using optional oil I C 9 - S N o absorbents; place absorbent pillow on pouch, on the bottom 1� \; ti 0 00 MIRAFI 140N Filter Cloth �� --2-- Wa (below—grade side of the unit. Attach absorbent pillow to tether POINT A POINT A fj T \/\ 1 loop. Tuck the enclosure flap inside to completely enclose the i��/i%/ ///////\//i\//i\//%//%//��/ grate. Holding the lifting devices (do not rely on lifting devices POINT B � - `�,�- - `'.�,�.:�,�,�' _":�s to support the entire weight of the grate), place the grate into OWNER/DEVELOPER � �.�.�" `��^�"I `y `;�' ��%�: ° SECTION Edge of Pavement its frame (street side first), then lower back edge with dam into ° ° place. The Beaver Dam® should be partially blocking the curb VAIL RESORTS - :- - °�' t- ° ° 50 Min. hood when installed properly. ENTRENCH 3" ;` '•; =�;y_ = ; ` - - '1 %�ti o ° ° DEVELOPMENT POINTS A MUST BE (HIGHER THAN POINT B ENTRENCH 3" ��`° i�,��-° o ° ° ° Maintenance: Remove all accumulated sediment and debris from ° ° 10' ' surface and vicinity of unit after each storm event. Remove y COMPANY �`j� Min. sediment that has accumulated within the containment area of SECTION D—D -= �= V .2 E AVON COLORADO �!j, .� ! -F- '\'r_�, Existing Ground 0 m the Beaver Dam(D as needed. If using optional oil absorbents; ' SECTION A-A -'= t� v 06 remove and replace absorbent pillow when near saturation. DITCH INSTALLATION TYPICAL STAKING PATTERN AND °�Q)o °6�°� �° o °° BEAVER DAM DESIGN ARCHITECT EROSION LOG APPLICATION 2" Crushed Sceened Rock O� O� 8� °O �� SEDIMENT REMOVAL SHALL BE PERFORMED o �° �� °� STANDARD FABRIC IS AN OVERFLOW GAP 4240 CONTINUOUSLY FOR PROPER FUNCTION (5 0� oQ, 0 0 p ORANGE WOVEN MONOFILAMENT o Denver, Colorado Existing Ground EROSION LOG DETAILS PLAN ARCHITECT OF RECORD GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA STABILIZED CONSTRUCTION ENTRANCE ° ' CIVIL ENGINEER CONSTRUCTION NOTES Scale: 1" = 10'-0" ALPINE ENGINEERING,INC un LOW PROFILE WITH . , b EDWARDS,COLORADO AND CURB APPEAL 1 STONE SIZE — USE 2" CRUSHED SCREENED ROCK GUTTER FOR SAFETY CURB AND rn GUTTER INLET LANDSCAPE ARCHITECT 2 LENGTH — AS REQUIRED, BUT NOT LESS THAN 50 FEET SYMBOL ON PLANS DESIGN CONFORMS S E GROUP 3 THICKNESS — NOT LESS THAN SIX (6) INCHES. TO ALL SHAPES OF BURLINGTON,VERMONT CONCRETE CURBS 4. WIDTH — TEN (10) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS N T S STRUCTURAL ENGINEER OR EGRESS OCCURS. HAYNES WHALEY ASSOCIATES, 5. FILTER CLOTH — WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. BEAVER DAM CURB INLET PROTECTION INC HOUSTON,TEXAS 6. SURFACE WATER — ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5 1 MECHANICAL ELECTRICAL SLOPES WILL BE PERMITTED. PLUMBING ENGINEER 7. MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING ABS CONSULTANTS INC OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS—OF—WAY THIS MAY REQUIRE PERIODIC TOP DRESSING DENVER,COLORADO WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES INTERIOR DESIGN USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC WILSON&ASSOCIATES RIGHT—OF—WAY MUST BE REMOVED IMMEDIATELY. SCE SHALL REMAIN IN PLACE UNTIL PAVING OF ENTRANCE DALLAS,TX COMMENCES 8 WASHING — WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC LIFE SAFETY RIGHTS—OF—WAY WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH BCER ENGINEERING INC STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. ARVADA,COLORADO 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT NUMBER 2094100 SEE DETAIL 2/15 SEDIMENT LOGS WOOD STAKE SILTSACK® ISSUE REVISION DATE WATTLES SPECIFICATIONS W W \ W W W W W W NOTEi THE SILTSACK o WILL BE MANUFACTURED FROM A WOVEN POLYP ROPYLENE SEDIMENT LOG WOOD STAKE FABRIC THAT MEETS OR EXCEEDS THE FOLL❑WING SPECIFICATIONS, (WATTLES) SEDIMENT LOGS W W (WATTLES) 2 EACH W INSTALL WOOD STAKE SEE DETAIL 2/15 ° 4' ON CENTER ° ® ° DUMP STRAPS CHANNEL ° ° ° EXPANSION RESTRAINT REGULAR FLOW SILTSACK FLOW (FOR AREAS OF LOW TO MODERATE PRECIPITATION AND RUN-OFF) r W W O W W W O BOTTOM FLOW (1 /4" NYLON ROPE, 2» FLAT WASHERS) PROPERTIES TEST METHOD uNrrs \ TF GRAB TENSILE STRENGTH ASTM D-4632 300 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 + x, // PUNCTURE ASTM D-4833 120 LBS MULLEN BURST ASTM D-3786 800 PSI W W W STORM SEWER z v W W W W DROP INLET W W g z � TRAPEZOID TEAR ASTM D-4533 120 LBS UV RESISTANCE ASTM D-4355 80 APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE FLOW RATE ASTM D-4491 40 GAL/MIN/SQ FT �• W W W � W N INSTALLATION D ETA I L BAG DETAIL PERMITTIVITY ASTM D-4491 0.55 SEC -1 �F W W W W W W u• Q, STAKE DETAIL DUMP STRAP s �Fo NOSCALe 15 STAKE DETAIL z HI—FLOW SILTSACK e Doti No scALe 15 1 " R EBAR FOR BAG (FOR AREAS OF MODERATE TO HEAVY PRECIPITATION AND RUN-OFF) r ,�, REMOVAL FROM INLET Qo13 REVISION#4 04/12/07 WOOD STAKE, PLAN VIEW 11b This sediment barrier is designed for low surface flows not to exceed 1 cfs for small areas, slope flatter PROPERTIES TEST METHOD UNITS SEE DETAIL 3/15 than 3:1. Straw Wattles can also be installed on contour on steeper slopes to reduce surface, spread water DUMP STRAP 009 PERMITSET 11/17/06 STORM SEWER flow and capture sediment. The following is a brief description of the Straw Wattles, their uses and _ GRAB TENSILE STRENGTH ASTM D-4632 265 LBS installation. GRAB TENSILE ELONGATION ASTM D-4632 20 DROP INLET - ' PUNCTURE ASTM D-4833 135 LBS 1. The height of a Straw Wattle is 9 in. The installed height is approximately 5 —7 in. The standard length ® _c MULLEN BURST ASTM D-3786 420 PSI SEDIMENT LOG W W W of Straw Wattles is 25 ft., however other lengths will be made upon request. TRAPEZOID TEAR ASTM D-4533 45 LBS S I LTSAC K r , UV RESISTANCE ASTM D-4355 90 (WATTLES) W W W W APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE W W 2. Straw Wattles can be installed on contour of slope, with a slight downslope angle at the end of each FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT p row to allow for slow drainage during heavy precipitation. They can also be used at the top of slopes to OE PERMITTIVITY ASTM D-4491 20 SEC -1 ° W prevent sheeting over the edge, and they can be used at the toe of slopes. Straw Wattles can also be used h° j W W W W along sidewalks and curbs and around storm drains and inlets to prevent sediment pollution. p W W W 3. Straw Wattles can be used to replace silt fences, straw bale dikes and sand bag barriers. They can also W W W be placed in drainage swales to slow flows and capture sediment they can be used as level spreaders to OPTIONAL METAL HANGING y W • W W W W W W W prevent concentrated flow, and in place of earthen berms or dikes. FRAME FOR TRAFFIC �� ❑IL—APS❑RRANT SILTSACK 4. Straw Wattles should be installed in shallow trenches, 2 — 4 in deep, depending on soil type and slope CONDITIONS 4 v v �' (FOR AREAS WHERE THERE IS A CONCERN FOR OIL RUN-OFF OR SPILLS) EGA\ON `��p steepness Dig the deeper trench for soft, loamy soils and steepest slopes: dig the shallower trench for NORTHI p\R hard, rocky soils and gentler slopes. Use maddox and shovel to dig the trench, throwing excavated soil to NCR pW �F DEPENDING ON YOUR PARTICULAR APPLICATION, THE SILTSACK a CAN BE MADE FROM OR F\- the u hill side to prevent run off from undercutting the Wattle ti a NORTH SURF p,GE p p g wry 4 o EITHER ONE OF THE ABOVE FABRICS WITH AN OIL-ABSORBANT PILLOW INSERT OR, v Q PROJECT KEYPIAN 5. Lay the Wattle in the trench and stake with wood stakes at each end and 4—foot on center. When c MADE COMPLETELY FROM AN OIL-ABSORBANT SILTSACK®, WITH A WOVEN PILLOW INSERT. SEDIMENT LOGS (WATTLES) installing running lengths, Straw Wattle ends should be buttoned firmly together to prevent leakage, and DROP INLET PROTECTION securely staked together. DO NOT OVERLAP 4 a V a NO SCALE a 'D REVIEW"ED BY EROSION FEB ZoQ = _ t -r Ile Ar C i F 1 ® f / / .00, PROPOSEDxv�� ;� / _ I // / ASPHALT _;f" � - EXISTING i // \ \\ / 41 ` ° INFORAMATION ' n `\ ` // /' � ' / // _ . --__ - SIGN i `, ,// / - - TO REMAIN // , loll / EXISTING STOP I ,',/ /' O / SIGN , , a . z / 1 — --' / ' ' C� / f/ �� \\ TO REMAIN EXISTING NO EXISTING LIGHT POST ® / `� PARKING SIGN �� ' �' /� CONCRETE ' n REMOVE - -' / 11 _ DRIVE N Vj u / r� EXISTING TRAIL �/J r/ _��\ ® _ �` + �� / _�s ✓ �\ F_i Q14 / SIGN -, '/ OEM( W i/ RELOCATE TO LIGHT POST / � ------- ____®—r` QP�/' - -- -- -- -- � A LIONSH ------------------- \ / j PROPOSED 2.5' f' / — A� CIRCLE ' n � S // // / ' PLANTER v J \ / CONCRETE CURB _ _ x / & GUTTER I I , ✓� � _ — i j�i..� WV \ — _ ____— � f�° �1 i®{ I / ° � yJ.Y° 1 'J Y u,. �Y� ;^a�`r.'`✓S.'� `�.;' /\Y>< _ ' � _-` ,,��> n�'` ��'y � EATING PEDESTRIAN ' - � OWNER/DEVELOPER ASPHALT DRIVE -`�i`a j�- ,..�✓��'� �r��: .;�J'{°'f 'i Y- , I �°n.7` 1 if 7- / CROSSING SIGN \ 'rti X�Y<�,\v'' X V AIL RESO R T S RELOCATE DEVELOPMENT PROPOSED 2.5 O .�(� —1 r Y 1 �� y! r�� I ? i�-1�. r COMPANY' CONCRETE CURB / THIS PLAN IS A GUIDELINE FOR THE P OPOSED \ GUTTER ,. n r / '- • _ I j fir. {�� AVON COLORADO ' WALL r LANE IMP,�OVEMENTS IN THE RIGHT 0 WAY, �- ANY W RK IN THE CDOT RIGHT OF �A Y MUST `I k a� ` DESIGN ARCHITECT BE PERMITTED THROUGH CDOT AN CONSTRUCTED PER APPROVED C T PLANS FOR PROPOSED---_ IMPROVEMENTS IN THE R.O.W. LANDSCAPE MEDIAN GM j PROPOSED GM 4240 ASPHALT \ / / 65, EXISTING EDGE / / / , f'- / </ ` Denver, Colorado OF ASPHALT • / t • TANK L y JJ !\ V ARCHITECT OF RECORD • PROPOSED-,, / II -� < o - • OVERLAY ON W �' L L i / ti_ I GLOVER SMITH BODE,INC • / OKLAHOMA CITY,OKLAHOMA EXISTING �, { ASPHALT -'�' �' �u�- l4f'� , CONCRETE CIVIL ENGINEER / PROPOSED ASPHALT I x. ALPINE ENGINEERING INC I EDWARDS,COLORADO _ L r- C LANDSCAPE ARCHITECT S E GROUP / -i BURLINGTON VERMONT L/ I � r'r'�< \ STRUCTURAL ENGINEER PROPOSED BUILDING \ , I -_ < _, vu '_`°r HAYNES WHALEY ASSOCIATES EXISTING NO / / �='\ _ L / < �y ter;. ;�` INC V / PARKING SIGN HOUSTON,TEXAS � _f RELOCATE �I\�� ` / I;-�i </ / MECHANICAL ELECTRICAL L ` _ , �__----- -� L PLUMBING ENGINEER ABS CONSULTANTS INC < y Y �, �_---- ', � '� o DENVER,COLORADO INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX LIFE SAFETY �, I I=, I— L < /' _ ri° I \7 X7 •`1` r BCER ENGINEERING INC ARVADA COLORADO ® PROJECT NUMBER 2094100 '// ' III-1 � / _ � \ / �, t ,� '�r-, `��`� r �4 �i• �° ISSUE REVISION DATE PROPOSED 2.5 /✓ / �F'.�caP/ , r�� ! �\ / ' y / CONCRETE CUR 21, _& GUTTER -- � .IT•! ^'.,�'�-�{ iZ�j.c-rJ_ f{�--_�tF t/��" .1, , 114 , , •j r / � J� Y.Yf / y i l rib'' loe EXISTING NO PARKING SIGN REMOVE 100, Z. ,/ EXISTING NO .� /' PARKING SIGN 100, ` RELOCATE EXISTING TRAI L STOP SIGN � ♦ � i=�' M\� � �. ,, ,�� .� /// � / t ,-> >V }��. =°�-- ;- �-;---L �� , OS RELOCATE N�f d EXISTING STOP / o ', \t, , Z - �l \� / �' ' ` f - 4 013 REVISION#4 04/12/07 SIGN le TO REMAIN EXISTING TRAIL SIGNSf, ON LIGHT POST TO REMAIN ..•-�- � \ y �'� � ,�� \.. / REV, / � ^ri'-'1'yTcj�✓"�y�yS. j�i :i?Y�.a i :/r�`� �' ' \\ f -_ y // \ - d y�. m r,sy✓7. f y r fP�/r ry `\ / %/ p t}(� 75 / ` .a'�, „� i S 4', ' Y/✓' �? YSC z ! LL / �1� G.V� F b'0 •'"?✓ �i ''•' ;'��•_�' _v - "a,o a, r PROJECT NORTH / rr butlt I I' NORTH d'6 / PROJECT KEYPLAN SpFE y WV 0 / WV "V / C15— SIGNAGE �i Noon = RELOCATION .00--\� -� —'' PLAN wu \ 11 ;- 2 \� 0 20' 40 ENGINEERING I C� \ 11 f r Scale: 1 = 20 r / EDWARDS BUSINESS CEN7��, PO BOX 97 / EDWARDS, C940R�Do 81632 ` \ i _ \\ . 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I I,,, 11 - - - - - - 7� _ _ ,� " m BW + � 1 C4 � 11 __ - - , � " �, �11111 I - - �11__ �1, � - 1111111 - - - � I I "11 , !, �� &illl , - A � / � f __ � - - I I - - - I I � - - - 1, k - � 11 - , � - I" - " �,, I I I "I "I",__,�"I'11, \ , I - - I - - - - �111111111 - - ---I I I __ - 11, I-I L,A __� I I _1�- I'll I 11 1�� -I 111l__.>-- �',��," L� '' -, I. 3� 1. REFER TO THE CIVIL ENGINEER'S PLANS FOR OVERALL SITE GRADING. BOTTOM OF WALL " - - - �- I I - I - "Al - - -I - - - - I I I � � 'I,' " / ,� __ ,......�_�_ ) , - - - I I '1 � I I 1� I , I-* _' � ' � 1 17,17 � - I ilk ��v , \ L� �,�Fl 1� - - - I I "I" - , L I - ",I J, __� 1,1, tl ;" I,-_ - __ I, I 11 I - I 11 I _ "'," I I �I,,,� , " ,,� ,,I, -------�11 I " ,� 1 '' ,\ , i�K___, �I� ( - _�� L- ,\1 2. REFER TO THE LANDSCAPE ARCHITECT'S PLANS FOR MICRO GRADING AROUND THE SITE. - I - , ___ , i , , , , � � _�:��_ F , I , � I �I'll,I ,V - I I � , I � \ __ - �_� %( �� ,_---,/�__ I,I)11 I 11 , I , - -- / ____ I �,4 " 1 , � I 1, 1 �M,�-t�� ,"" , , _� - 31 /�___ __ MICRO GRADING IS RELATED TO FINISH ELEVATIONS OF HARDSCAPE SURFACES, \ , �i 1z __ " . , �, , ,:, ": 1 4'I" 1 � - I � � -.� N " I�--� -_ " , �� - �\' , 11� I, I ,--� --- _, - - ____\_� - _\ � EXTERIOR SITE STAIRS, SITE WALLS AND RAMPS, UNLESS NOTED OTHERWISE. REVIEWED GRADING , '' 'Ir -" Jn �lc�_(_ I I \ I , :�� / I I "I I I � ,� 1��_' '' I " I ,� '_� ,1 111��t:��-_4_, I - � 11� �� , ' ' L'' , \1 - * \ ") , \ P��-I, - , �' ,� 111�",� ,"' , ""I I "�, " Ilk, \ `L� \�, H + HIGH POINT - - 1- - I " �� , - - .__ 11 I__ __ nl_,�I- r- - - ____ ___ __ / , 1_� ____ ____ - _ __, _�__ ___�_ - L=:L - - - - - - - - - - __ - - __ __ - , , ______ \, - --- j �', " L _ __ ___ __ -1 - - ,,, I ,,,, , L , �, , .4 - - - �� - - - - - 11 �,.16 -),, � __ _�__ -CARLTON SOUTH PROPERTY AREA MUST BE MAINTAINED FOR 4 \ ,_ I '1i �_j , _ 1 , " " "I' 2::�_ �I> I- - V,�,. ,'I "', I, I , " � D_ ," I "I, ,- .�,, , , �,J� &t� � ::,7� \_ V1_ ___ �� , - � �,F \ - - A �___I�� I,,,,- �, I I I I 11T �, L + 7 " I � � k� , , �V ,I I 0 0 ' t - t I � ,,.- L,I - I � F LOW POINT I I _�k ��I_ - , -A - - -_�_] 3. 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I ISSUE REVISION DATE 2 I V� A J j if d j 'op i0o fit < PATI "o 7 or < It ELEV T1 Nx P FO L W/ it F W, OPING C*4 �j WATERL �Z \,71K\_,/> _� 'i: F-7 Tr j" ��3�O4 T T --*-PATIQ,,( L \A 4 F17i g INE T1 _ES STONE C It J t J 41" "j 51-611 30 J- - - 1, _�, _7 _�,I,- - ` -,—, -,I- it fi 4--e- -7 SNE X: L I- , I " i VE oil LL= ' H�EIGHT NEER R LA-301 3 6'_ J f It t LJ AVER, D E, -B it �PRF- CAST c ESTRAIN CPNCRETE�PAVER8�� RETAINING WALL ' 30 ,F C f 0),,OVER:�STRUC Till E T A JiM_� 49)v' , -_- -I', - ri�__' _l___ �I, /'//kL1\4 , , -I A� -'S I -,j t 4' PATIO GATE ? �ONE VENEER-j' L ISECTION, RETAININC T WN LAWN Jr �01 ��#303 CF) ,VA- LA L 4 iSTEPPING PATH 016 REV ISION #7 10/19/07 A� D CA 135000 E --A if ELDSTONE I T_4 - V S3 iNb5CA voo Q) ALN ALN .-N ALN 14' �LIPI H UR _L �l - u I A-'Anl 015 REVISION #6 08/10/07 [o C) 7_ SEE ARCH.-DVV%..-.7 Fill 71, POOL ' 013 REVISION #4 04/12/07 I I A ."AL ORNAMEI I ERr A Ck, CIIA ki il,�4 S�Al LANDING,-AND 7 HIP -ING= LA f - -- t Ati4 NP-RAIL 009 PERMIT SET 11/17/06 WA-L INFORMt EGRESS G 0 �a_ c 4- CONCRETE WAL K- ,SEE--- L-::EENJd- �N E�E !��P -4'-PATI O-GA 26 STONE LAN GAT� � GAT D§CAPE 4' PATIO CIV_1L_ENG1_NEERiiS-_P_LA CURB -oil 21 LA 7 7 7�7 X > V X, -STONE- 4' PATIO ri�\11 > > /,z, < x A /A Fi bb D 4' PAT 10-GATE > V\,,V X x, /X, �� / / �< " /I > > xx y X > I I I I )( I , /\'Y X -T \A, X -- — I"_,:;�/ ,, X L Lk-3 x ER-GRAD -30 �6 -PAVING LA fill"" A _\X y > /< X FIELDSTON FIELDSTON r) H S PSTC _TONE\, - 11 -FIELR_ Z x\ 7-- > '30 G-' _:A L�-30 PAVING 1%_o%1l- - - — \ ;> � / /',,' " \1 \ `�, ,PAV I N -PAVING' 7 < PAVI Lk LA-3 -A 00 A < 211 ,x "x"Z 22 X111 x 0 51 10, 20' >/ > > > I it memmmmmoll > BY XK _X 7 REVIEVVE < /N//� �A - , , 11, /1 145 Y X y x FEB 2 6 2008 N LAYOUT Ix P, olorado -::::�S�FEbuilt C PLAN LA-201 E zd Pr)l P 1=r)nTl1\1r, 7-2- J 00 SEC ��-301 FREESTANDING WALL STONE VENEER A I LIGHT P - H STONE ENTRY PIER C) 24 1 1 uj 744:�-� - [ /---,\ A, I 1,-, 11 1,- 1 - -\ ,, I" 'j, 77 Th iA' 1 N Q) I -- - - I I,1, ) ,"A I 1 1-1- 'k— I, i —--:::=— �A, j y A I F + 20'77" .70, x s' 'T10y 31-51' > 411 7 7 w/ 4 j PR :-:-CAST CONCRETE i Vj-, z X 5 \,,'PAVERS - /- \111 1 ". />,\ " x -4-- v �3�00 N yy J -T 91 B CONCRETE STAIRS -�-J302 T _4, z 10 7�PRE-CAST- '/C) A �o Q;,e F t CONCRETE PAVERS 0 00 jq A LIGHT POLE 0 G 4A-305) 24 INCH L7 rA STONE V NEER k N PLANTER WALL �ioi T11 J\ 1-011 0 T- < 24 T < cy) ItB STONE VENEt=K u 0 u cr) RETAINING'WALL A\IA-k1 CD -STONE ENTRY PIER 4� L 04 -7 001- F v' LN 4'-7" ou t j 10' >\ Z5 1 u, t;f-VENEER- X -PLA - - - I I NGIN ER'& NS tREAINING WALL CONCRETE DRIVE, SEE--CIVILE LIGHT POL BASE rc IN CONCR E tRA1LING---36`HEIGHT ItZ- - c .,H A t IF, STONE VENEER`,` c VAIL RESORTS 7' RETAINING WALL 01 6 H T x POLE FOOTING ��-305)-24 CONCRETE STAIRS MPANY INCH co 00 ------- LO PAVER 302 L�300 7 1 61 D-'�4PATIO GATE DESIGN ARCHITECT �0\ —91- 'Lo D: -4' PA :F of 51-011- 6-0 51-011 - 51- ��-J303 3 co F t24 + r ---ALN 00 CY) Denver, Colorado --c) cy) "1,4 U KAI L RIA, IUD H U-) LO VV ()_p A�N U K- AI 21-011 I IN'GRAM N E P 6 All F D S&T GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA Nq- CIVIL ENGINEER ALPINE ENGINEERING,INC 77, tT L L tVAIL,COLOR-ADO LAYOUT: WEST SIDE LAYOUT: SOUTHWEST CORNER tLANDSCAPE ARCHITECT SCALE 1" 10'-0" SCALE 1" 10' S E GROUP BURLINGTON,VERMONT STRUCTURAL ENGINEER IALEY ASSOCIATES, FIA I'NES Wf < INC HOUSTON,TEXAS > S LING' MECHANICAL ELECTRICAL G SI PLUMBING ENGINEER or ABS CONSULTANTS INC TS"PLAN ARCH ITE x BASE I T DENVER,COLORADO 3 - BTT ? 4 PA j 3 21 INTERIOR DESIGN LL FWILSON&ASSOCIATES DALLAS,TX tLIFE SAFETY BCER ENGINEERING INC ARVADA,COLORADO EXISTING WALL PROJECT NUMBER 05208 cl AIR ISSUE REVISION DATE \IA.�02) -) STONEVENEER RET 9NING WALL 47 > I ONE VENEER 5-8" > t ---EQ. ---EQ. , [TER WALL,- 70 t > 28" RAILING EE- <-ARCHITECT'S PLANS tX' x A/ �LIGHT POLE F T -MODIF CATION WALL \4k�0 -EXISTING GARAGE EGRESS r) 24 INCH NOTES ON -KKK� 01 1.- INFILL OPENI TH WALI 1TH T I tM'U PATCH WATERPROOFING 016 REVISION #7 10/19/07 C. 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E �=- - -_- ,, 1 �\ / / /r /r ��; \ \ A ' '-9 `- Vfit I \ /� \ \ \ \ \ / ! _ _ I !Ij - I t "?,T __ __ __ - t) ,,,,I- I/ v , v / �'/ �� r v/ I I Ij- i � I Y - 1'� 11 / / �\ \ ' �� A _ _ - _ ' - - } c �11 1 � 240 ' _ I 1 i� r i�� r/ � � ��\\�� i \ v A I1� 1 } 1 7_7\ / �,/ � ti� y �; v y , y / y 1 / _ 11 _ _ > . � \; �, \ ��-✓ I ,`° > \ ,Vr �' -� _ \ v �j - I _ - _ _ - ,1 i - - _-....-_- r mow.. = _ 1 �� a ; i / / C< / �i // / _ 1 - - ° - - - - - = t ------ - _ Denver,Colorado > i I --r. ___ 1 II _ - _ - -=----�-__- -_ v, - 1II - - - - !_- / iI! - - - - - - -! - - PAVING PATTERNS: LANE AND SIDEWALK r _ - � a _ 1x(.HITHCTOl- RH( ORD I t- - - � - — B SCALE 1/4" = 1'-Q" �== _ - - _ - - _ _ _ - - r :-a. _ c�LOV1.x 5.�11T>� >3OUl.,INC F '- I ! ! OKL,1 H',Nf,1 CITY,OKI,1H()AI 1 " �- \ \ SQ�,,LpIER U S�--� / - , - -. - _ _ _ - j 1- - -_�__ E / VLO , �/I C6I RS S' ' I / E\ r -�'_� -1- I - _-_.___. _- -.____-- _ _ CIVIL INGI'�HHR 1 / III I i +� I --------------I _ ___ - iI '1LP1'�II� hNGI'�EERING,INC I I n„ ;t1 - ! I / / \ /' l I __---___-__._. __--w__-___- ___.______------__________ - , f _ V 11L (.()L()x'1[)() �.3 ,, z I I i f / �. ` ' ! i I '' i ------ �— - -. J - ` '' t'r i t j I- - ! ; - - - I(] �I—`> 'PA�71 N G _YPE< ,v �'—� f'�� ?�` �v , _ ! - - - - - --- - ' - _I— 1 - j I - ' % ! ��; ---- -I' i 1 j - - I I )vi I ' t " r I v '' y�/ � / - _ I{ t 1 a`°;it I��` �;,i / 1, � i ! ;i L'k�11�5(-1PI: 1x(.H1TI�(,T 11_ I __ , ,I--_ -,f -_�� - � _ �j -- �,---- � ; - I �P�'J=� AtT�RN:)B&_0P� AT ; � ? - - I° , ' r � , -- _ _ _ -_ - -- - j I - _ - �� C' LOR!DA lIS COLORS �S DvS'TON E',AEB LE _ _ 1 - - I 1 1 1 _ __ I 11 GROUT �P \ - I - I 1 I V I y v< .I Y 1< v \' - ��a: - - - �'; �� l L'l.xl,h](�TO1l,VERMONT } , I ! �� / ,rJFWEVC' 011 O RA I 'C CORS�SfLVEF SMQI E / y i - ' ° - ---- - - -------= -- -- -- - ;v �' ,�; i I I _ „I v v v _ - ,= / - r 3 _ i / \� / r /' / € t , l i -r�_._ -_� — 1---� - r*- l �' > _ I �( - - ,`' STxI�(,Tl!x'1L IiVU1VI�Hx _ 1 - -1 t---- -- 1 \ /T. / \ / l i - - - H 1Y\lI 5 H 1LI 1 1S5O(,11TI 5, - /� I i �_ I ' - - F_ - I IV ��POOL� III � � ' A / ?/ - i�, - I-1 , I �� _ 1 , �x� INC �_c ] _i i -I r -1 I 1 I, / _ - - ___}.- -� I i - _ - - - T.� �� / �v /'�' k �- • - i� -�i II it ai I - ' !1 i _ 1 HO[!STOAT,TI:�'15 /� v`\� / ' ! �`'��f i 1 1_ i I a -�� - 11 - II i I ! �� s {! 3\ C - �, �� r, _ - 1 I I . 1 1I I '':_'� {i i I / v v ✓ �\ I ( I 'I , IE - I' �' 1 'I }I ;i} I�' - 1 _-_----_1 NIHCH'1'V1( ,1L ELHCTRI(,'1L -�' �� ;� I ---5 1 L,< ,r, , j ; 1�- > r > V / f - r - - I 1 1' j ' I i i `�-�; { �y t -1f j PL[�.�I131V cr I;vc�IV I+I:x I -1 ! 1 1135 ( ()V5[.LT1�IT) INC / 1,� \ � 1 - - _ � - - 1 - -� �� w` r v � v< _ (i' ] NOTES C CONDITION VARIES CONCRETE OR 1 SLOPE TOP OF CONCRETE BASE 3'-6"± STONE PAVERS OVER STRUCTURE, 2 SEE ACCORDANCE WITH GRADING FOR LAN IN STEEL LOG GRATE TO BE NOTES: 4" SEE LAYOUT PLAN SNOW MELT SYSTEM INFORMATION + MANUFACTURED WITH 1" 1. FIRE SCIENCE TO CONFIRM BURNER N 3 PROVIDE 1 2" TOOLED JOINTS IN CONCRETE d. SQUARE SOLID STEEL SPECIFICATIONS LISTED BELOW PRIOR TO --�� SLAB 10' o c EACH DIRECTION 1" WEEP AT LOW POINTS, COVER WITH PEICES. CONTRACTOR TO MANUFACTURE. PLANTER FILTER FABRIC r SUPPLY SHOP DRAWINGS 2. THE BURNER WILL BE FABRICATED OF `o ELEVATION FOR LOG GRATE, TO BE SCHEDULE 40 STAINLESS STEEL PIPE; ROLL STONE LANDSCAPE CURB, 1/8" MAX SAND SWEPT JOINTS APPROVED BY FORMED TO AN OUTER DIAMETER OF 30" AND AN SEE SPECIFICATIONS PRE-CAST CONCRETE PAVER LANDSCAPE ARCHITECT. INNER DIAMETER OF 15" 71 INSTALL FINISH SIDE UP 3. THE IGNITION/SAFETY SYSTEM INCLUDES A ° ° Q SEE SPECS FOR MANUFACTURER SOLENOID GAS VALVE, HONEYWELL IGNITION — — — — —s✓ rD PAVER EDGE RESTRAINT > MODULE, HONEYWELL 120/208/240-VOLT 50/60-HZ PRIMARY 24-VOLT SECONDARY POWER LA-30 1" SETTING BED TRANSFORMER, TARGET TYPE IGNITER WITH FILTER FABRIC ° ° CONCRETE FILL SLAB CABLE, AND DUAL FLAME SENSING TECHNOLOGY. MIRAFI - 140N C�7 a 4. BURNER UNIT WILL BE ASSEMBLED AND SHOP Z ° Z H TESTED PRIOR TO SHIPMENT. SEE ARCH./ B.E./ STRUCTURAL w � PLAN w Q °°tea ° ° DWGS. FOR SUB-BASE � °°°° � °°°o° o ° •° ° SNOW MELT TUBING, SEE CONDITIONS, WATERPROOFING & J °° o°o ° °°o O° o °o°O o°O MECHANICAL DRAWINGS LOG GRATE ° CONNECTIONS. > °Oo°�°o1 - o . . °°°o ° ° . ° °° P o°° o o° °°� °°gyp° EXTRUDED POLYSTYRENE INSULATION 16 O OUTDOOR GAS BURNING LOGS a ° �i = MODEL 30 SIERRA LOGS - 7 PIECE SET MANUFACTURER: FIRE SCIENCE, INC. www.fire-science.com 1-716-568-2224. STONE LANDSCAPE CURB I �-I - ll o NATURAL GAS-FIRED DUAL RING E _ SCALE: 1 1/2" = 1' 0" d_stone landscape curb dwg Z a DRILLED PIPE BURNER SYSTEM BY FIRE SCIENCE, INC. STEEL LOG GRATE. PRE-CAST CONCRETE PAVERS �i W INSTALL BURNER PER MANUFACTURERS - A RECOMMENDATIONS. REFER TO SCALE 1" = V-0" d pre cast conc pavers dwg H MECHANICAL DWGS FOR CONNECTION W_ TO GAS LINE. 3/41' WALL OR STRUCTURE SEALANT 3/4" NOTES #3 SMOOTH DOWEL BARS 18" LONG 1 SLOPE TOP OF SAND SETTING BED LINE BOTTOM AND INSIDE WALLS W/ FIRE @ 12" O C AND PARALLEL IN ACCORDANCE WITH GRADING PLAN 1/8" MAX. SAND SWEPT JOINTS BRICK, COLOR TO BE DETERMINED BY ° ° ° ° ° ° 2 SEE MECHANICAL DRAWINGS FOR LANDSCAPE ARCHITECT SNOW MELT SYSTEM INFORMATION PRE-CAST CONCRETE PAVER 51 ° �° INSTALL FINISH SIDE UP EQ EQ ° o SEE SPECS FOR MANUFACTURER C OWNER/DEVELOPER. VENEER FREESTANDING SIMILAR DOWEL CAP W/ LUBRICANT THIS END owNER/DEVELOPE LA-301 WALL (SIMILAR) 3/4" w 1" SETTING BED 1'-2" PREFORMED JOINT FILLER SLOPE ACCORDING TO VAIL RESORTS FULL DEPTH OF SLAB Q FINISHED PLAZA GRADE B PRE-CAST CONCRETE ° DEVELOPMENT �-300PAVERS OVER STRUCTURE !e I COMPANY dl ISOLATION JOINT @ STRUCTURES ° ° ° ° AVON,COLORADO GAS LINE, SEE MECHANICAL a — — — — — — — DWGS. FOR SIZING, — p °d ` °�` ° �- — SEALANT 3/4" _ CONNECTIONS, ETC. ° ° 3/4" Q p 1 1 1 SNOW MELT TUBING, SEE ° d ° d'° ' ° #4 SMOOTH DOWEL BARS, w w MECHANICAL DRAWINGS DESIGN ARCHITECT J AREA DRAIN a ° d °° ° 18" LONG @ 12" O.0 AND PARALLEL w m ' 4v Lti-300 ° ° ° ° °° ° ° °°° J ° ° EXTRUDED POLYSTYRENE INSULATION REFER TO ARCHITECT'S DRAWINGS SEE ARCH./ B.E./ STRUCTURAL DWGS FOR ° ° = EQ° EQ ° DOWEL CAP W/ LUBRICANT THIS END ° ° a ° ° ° SUB BASE CONDITIONS, WATERPROOFING & ° SECTION ° U Denver, Colorado CONNECTIONS. PREFORMED JOINT FILLER FULL DEPTH OF SLAB �- p FIRE PIT V-2" 1'-2° w ARCHITECT OF RECORD I - w GLOVER SMITH BODE,INC SCALE 1/2" = 1' 0" d-fire pit dwg OKLAHOMA CITY,OKLAHOMA DOWELED EXPASION JOINT CIVIL ENGINEER JOINTS - CONCRETE PAVEMENT PRE-CAST CONCRETE PAVERS OVER STRUCTURE ALPINE ENGINEERING,INC F — - — VAIL,COLORADO SCALE 1 1 0 d concrete points dwg SCALE 1 1 -0 d-conc pavers over structure dwg LANDSCAPE ARCHITECT ®❑❑❑❑❑❑❑❑® E GROUP ❑❑❑❑❑❑❑❑❑❑ 1-1/2" FIELDSTONE PAVERS BURLINGTON,VERMONT ❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑ WITH 2-3" MAX JOINTS ❑❑❑❑��❑❑❑❑ STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, ❑❑❑❑�T:j❑❑❑❑ 2" MIN. STONE DUST SETTING BED INC ❑❑❑❑❑❑❑ AREA DRAIN - SEE PLUMBING HOUSTON,TEXAS ❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑ DRAWINGS FOR SPECIFICATIONS 3" TOPSOIL, MIN ®❑❑❑❑❑❑❑❑® MECHANICAL ELECTRICAL PLUMBING ENGINEER LAWN ABS CONSULTANTS INC PLAN SEE ARCH./ B.E./ STRUCTURAL DENVER,COLORADO DWGS FOR SUB-BASE INTERIOR DESIGN CONDITIONS, WATERPROOFING & WILSON&ASSOCIATES �� DALLAS,TX 1 MINUS CRUSHED STONE CONNECTIONS. GRAVEL DRIP EDGE, INSTALL FLUSH LIFE SAFETY WITH SURROUNDING GRADE BCER ENGINEERING INC AREA DRAIN - SEE PLUMBING COLOR TO BE DARK GRAY ° � - ARVADA,COLORADO LAWN ° oo ° ° o0 _ ° °° ° � Do DRAWINGS FOR SPECIFICATIONS °°°° ° °° ° o °°� °� °o° ° 8" MIN COMPACTED PAVERS _ Q CRUSHED GRAVEL PROJECT NUMBER 05208 w w U) m FILTER FABRIC ISSUE REVISION DATE _ MIRAFI 140N FILTER FABRIC, MI AFI - 40 —� OR APPROVED EQUAL d ° ENCASE DRAIN AND PIPE I 3/16" RYERSON GALVANIZED STEEL EDGING ° ° ° ° IN CONCRETE FOR OR APPROVED EQUAL, ° ° d ° ° ° ° PAINTED BLACK W/ 18" SPIKES M ° O O O STRUCTURAL SUPPORT v ° ° d ° COMPACTED SUBGRADE ° ° ° d ° ° ° Cn o SEE PLUMBING DRAWINGS w FOR DRAIN CONNECTIONS co o ° GRAVEL PAVEMENT @ TRANSFORMERS FIELDSTONE STEPPING PATH G �� _ � d-gravel @ transformers.dwg „ _ „ SECTION OVER STRUCTURE SCALE 1/2 1 0 SCALE 1" 1 -0 d fieldstone stepping path dwg AREA DRAIN J _ � p` PRE-CAST CONCRETE Q SCALE 1 1/2�� - 1 -0" d-Area Dram LA-300.dwg Q PAVERS 016 REVISION #7 10/19/07 DRAINAGE ROCK (1 1/2" DIA. MIN.) WRAPPED IN MIRAFI - 140N FILTER 1" MIN MORTAR JOINTS MULCH s 015 REVISION#6 08/10/07 FABRIC. MIN OF 12" ABOVE AND 1-1/2" FIELDSTONE WITH 1" MAX JOINTS PAVER EDGE RESTRAINT, A013 REVISION #4 04/12/07 ON ALL SIDES OF DRAIN BASKET. FLEXIBLE OR RIGID AS 009 PERMIT SET 11/17/06 U) REQUESTED, INSTALL PER PLANTER DRAIN - SEE PLUMBING ww MANUFACTURER'S DRAWINGS FOR SPECIFICATIONS > SPECIFICATIONS 1" MORTAR SETTING BED FILTER FABRIC -WRAP OVER PLANTER COLOR TO MATCH PAVERS _ PAVER EDGE RESTRAINT CONCRETE FILL SLAB AND EXTEND UNDER FIRST 2' OF SAND SETTING BED FILTER FABRIC, MIRAFI - 140N z -� oa ° ° ° o oa- ° ° 0 00� ° ° ° ° W Q ° °°�o° °°o°° ° ° oo Q ° RIGID INSULATION (DEPTH VARIES) °° O° ° ° a Q ASSEMBLY. SEE ARCH. j °0°0°0°0°0 o 0 - °��° a ° ° ° ° ° ° °°��° PLANT SOIL MIX STRUCTURAL SLAB U = °�°I °I I° -- ° ASSEMBLY. SEE ARCH. ° AND STRUCTURAL DWGS. IFT, -I -, I --- ---- --- SEE PLUMBING DRAWINGS -' '- -' ' _ !_! _-' �- ° SECTION FOR DRAIN CONNECTIONS I-- REVIEWED BY o Oct o ---= -- - - — — LANDSCAPE FEB 2 6 2000 DETAILS PLANTER DRAIN OVER STRUCTURE FIELDSTONE PAVING C K .. _ . .. _ „ _ , „ SAFEbu�it Colorado PAVER EDGE RESTRAINT SCAL 1 1/2 — 1 -0 r - D SCALE 3" = 1'-0" d-paver restraint dwg E. d planter drain over st ucture.dw SCALE 1 - 1 -0 d fieldstone paving.dwg LA-300 D /7\ D CAP STONE POST BEYOND LA-301 3/4" SQUARE BAR 1. RAILING SIMILAR TO TYPE ONE-A RAILINGS. CAP STONE 1/2" SQUARE BAR PICKET SEE ARCH. DWGS & SPECS FOR DETAILS AND ��- � BACKER ROD & SEALANT PLANTING SOIL MIX 3/4" SQUARE BAR 21NCONTRACTOR TO SUBMIT SHOP DRAWINGS /� ` DRIP CHANNEL MULCH TO BE FLUSH W/ FOR LAYOUT AND SPACING OF ALL FENCE ° BOTTOM OF CAP STONE I° CAPSTONE POST LOCATIONS. 1d 2 _ 3. SMOOTH WELD ALL CONNECTIONS. i w J 1 ° STONE VENEER 4. ALL METAL TO BE PAINTED GALVANIZED. 5/8" u� a I STAINLESS STEEL DOVETAIL f RAILING POST ANCHOR 5. ALL SPACES IN BETWEEN RAILING w z SLOTS CONT. 2' o.c. W/ LA-301 OPENINGS SHALL BE LESS THAN 4 \e ,/ °a TES PER SPECIFICATIONS. 6. ALL COMPONENTS BY INDITAL USA OR APPROVED EQUAL. �� -�'� > ° 6" STONE VENEER I ° a SEE SPECIFICATIONS H H SECTION DEEP RAKE MORTAR JOINTS O DRIP CHANNEL - SCALE 3" = 1 �° ° TO APPEAR LIKE A DRYSTACK WALL — TOPPER: 128/35 VARIES ° ° NOTE: r , r°I 3/4" SQUARE BAR EQUAL EQUAL CAP STONE WASH o SEE STRUCTURAL ENGINEER'S DECORATIVE COLLAR. 35/2 TOWARDS LAWN d d s�oo ° ° O DECORATIVE COLLAR: 37/3 DRAWINGS FOR CONCRETE FOOTING 1�_g�� AND REINFORCING INFORMATION. POST: 3" SQUARE TUBE WITH TOP CAP CAP STONE FLAMED FINISH ° a ° ON TOP W/ ROCK FACE ON EDGES V �T�� O 1/2 SQUARE BAR PICKET _ 1/8 Wash DRIP CHANNEL ° F JOINTS-CONCRETE PAVEMENT W a4 3/4 SQUARE BAR `_° ° LA-300 ISOLATION JOINT @ STRUCTURES N V V WALL CAPSTONE ° ~J a STONE VENEER _ V 00 N I I 6" STONE VENEER OR CONCRETE a ° EDGE OF CONCRETE CORE WALL - I I - _- 1" 6" 6" I 6" 111, STAINLESS STEEL TEE ANCHORS I A (° AT EACH CAP STONE JOINT - - FBI I RAILING POST ANCHOR LA-301 ELEVATION STONE VENEER WALL CAP STONE - SCALE 1" = 1'-0" W POOL RAILING - 18" HEIGHT CAP STONE SECTION: STONE VENEER PLANTER WALL, TYPICAL G _ D _ A d- stone 1/2 - 1 -0 d pool railing 18.dwg AS SHOWN d cap stone dwg SCALE 1/2 - 1 0 d stone veneer planter wall.dwg OWNER/DEVELOPER VAIL RESORTS LAWN/ OR PAVERS, SEE PLAN 0 DEVELOPMENT U) COMPANY uj AVON,COLORADO Q rD CAPSTONE 4.. � � LA-301 DESIGN ARCHITECT i � l '� PLANTING SOIL MIX OR LAWN U) 0- 4 ° STAINLESS STEEL DOVETAIL 1. RAILING SIMILAR TO ARCHITECTURAL GUARDRAIL TYPE ONE-A. SEE z_ o US SLOTS CONT. 2' o.c. W/ ARCH. DWGS & SPECS FOR DETAILS AND FINISH. w p STAINLESS STEEL VENEER Denver, Colorado 2. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR LAYOUT AND SPACING d- PLANTER ; TIES PER SPECIFICATIONS. OF FENCE POST LOCATIONS. a 6" STONE VENEER 3. SMOOTH WELD ALL CONNECTIONS. STONE LANDSCAPE CURB, ARCHITECT OF RECORD ° 4 SEE SPECIFICATIONS GLOVER SMITH BODE,INC 4. ALL METAL TO BE PAINTED GALVANIZED. SEE SPECIFICATIONS ° DEEP RAKE MORTAR JOINTS OKLAHOMA CITY,OKLAHOMA 5. ALL SPACES IN BETWEEN RAILING OPENINGS SHALL BE LESS THAN 4" CONCRETE @BASE, a TO APPEAR LIKE A DRYSTACK WALL 6. ALL COMPONENTS BY INDITAL USA OR APPROVED EQUAL —CONTINUOUS CIVIL ENGINEER Q - ° ° ° NOTE: ALPINE ENGINEERING,INC VARIES, NOT GREATER THAN 6'-0" °° ° ° SEE STRUCTURAL ENGINEER'S vAIL,COLORADO p o_ cam-°v ° FILTER FABRIC ° DRAWINGS FOR CONCRETE FOOTING AND REINFORCING INFORMATION. LANDSCAPE ARCHITECT MIRAFI - 140N ° a ° S E GROUP BURLINGTON,VERMONT 1-1/2" SQ. TOP RAIL ° ° STRUCTURAL ENGINEER 1-1/2" SQ. POST SEE ARCH./ B.E./ STRUCTURAL I ° ° ° F JOINTS-CONCRETE PAVEMENT HAYNESWHALEYASSOCIATES, q DWGS. FOR SUB-BASE ° ISOLATION JOINT STRUCTURES INC N " CONDITIONS, WATERPROOFING & °° ° ° LA-300 HOUSTON,TEXAS 1 1/2" SQ. RAIL � a ° d a CONNECTIONS. _ MECHANICAL ELECTRICAL 1/2" SQ. BAR PICKET M Q PLUMBING ENGINEER Q Q I ABS CONSULTANTS INC CAPSTONE DENVER,COLORADO STONE VENEER ---_ _ IN ERIOR DE I N Li - a0 WILSON&ASSOCIATES DALLAS,TX STEEL RAILING POST, CORE Q = STONE LANDSCAPE CURB - 12 INCH DRILL INTO CONCRETE, LIFE SAFETY a d NON-SHRINK GROUT H SCALE : 1 1/2" = 1'-0" d-stone landscape curb-12 mch.dwg BCER ENGINEERING INC ARVADA,COLORADO Z 0 SECTION: STONE VENEER RETAINING WALL BOTTOM OF WALL, o J B SEE GRADING PLAN \ SCALE 1/2" = 1'-0" d stone veneer retaining wall.dwg W PROJECT NUMBER 05208 RAILING - 36" HEIGHT CO LL ISSUE REVISION DATE SCALE 1/2" = 1'-0" d-railing 36.dwg 3/4" SQUARE BAR 1. RAILING SIMILAR TO TYPE ONE-A RAILINGS. SEE POST BEYOND ARCH. DWGS & SPECS FOR DETAILS AND FINISH. 1/2" SQUARE BAR PICKET 2. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR LAYOUT AND SPACING OF ALL FENCE POST LOCATIONS. 3/4" SQUARE BAR 3. SMOOTH WELD ALL CONNECTIONS 4. ALL METAL TO BE PAINTED GALVANIZED. CAPSTONE 5. ALL SPACES IN BETWEEN RAILING OPENINGS STONE VENEER SHALL BE LESS THAN 411 . 6. ALL COMPONENTS BY INDITAL USA OR APPROVED I RAILING POST ANCHOR EQUAL. I ,; L�4-301 3" SQUARE TUBE RAILING Q I POST a ° SECTION D CAPSTONE a a VARIES LA-301 3/4" SQUARE BAR 016 REVISION #7 10/19/07 + � 1/2" 0 HOLE IN POST FOR EQUAL EQUAL PLUG WELD TOPPER 128/35 FINISH GRADE STAINLESS STEEL DOVETAIL 4 013 REVISION #a oa/1z/o7 ° 1/2" SQUARE BAR PICKET _ SLOTS CONT. 2' o.c. W/ STAINLESS STEEL VENEER I 1 N EE GRADING P � 009 PERMIT SET 11/17/06 a l N STONE CAP w 6" 6"I w TIES PER SPECIFICATIONS. ° DECORATIVE COLLAR- 35/2 0 w REVIEWED BY Q SILICON CAULK AT BASE DECORATIVE COLLAR: 37/3 > °� 6" STONE VENEER OF POST, COLOR TO POST: 3" SQUARE TUBE WITH o � SEE SPECIFICATIONS MATCH STONE CAP TOP CAP = - w O FEB 2 6 2008 ° DEEP RAKE MORTAR JOINTS N z U o o° a TO APPEAR LIKE A DRYSTACK WALL EPDXY GROUT 3/4" SQUARE BAR M w SAFEbuilt Colorado °=° o° CAPSTONE Z .J o°o'oeoo - STONE VENEER O a STONE VENEER - 0 CONCRETE WALL Zo 0- 00 la 2 5/8" Q1 x 3/16" WALL METAL I RAILING POST ANCHOR "' p rF —III III III I ° NOTE: (6 w JOINTS-CONCRETE PAVEMENT ° SEE STRUCTURAL ENGINEER'S ° DOWEL IN 3 CORE LA-301 w o ° DRILLED HOLE, FILL LA-300 ISOLATION JOINT @STRUCTURES a DRAWINGS FOR CONCRETE DOWEL WITH CONCRETE ° ° d _ FOOTING AND REINFORCING a a BOTTOM OF WALL, � °° ° INFORMATION. a ° TO SEAL ° — SEE GRADING PLAN ° NOTES: — 1. SMOOTH WELD ALL CONNECTIONS ELEVATION - - LANDSCAPE 2. CONTRACTOR TO SUBMIT SHOP DETAILS DRAWINGS OF CONNECTION DETAIL. RAILING POST ANCHOR POOL RAILING - 36" HEIGHT STONE VENEER FREE STANDING WALL ,. _ , ., „ _ , ., C „ _ . ., _ I _ _ � _ _ SCALE 1/2 - 1 -0 d free standing wall.dwg SCALE 3 - 1 0 d railing post anchor.dwg SCALE 1/2 - 1 0 d pool railing 36.dwg 9 LA-301 C STRAIGHT LAMB'S TONGUE HANDRAIL FITTING "S" CONCRETE WALK OR PAVERS, 80 STEEL HANDRAIL, PAINTED SEE LAYOUT PLANS CATALOG #4441, USED WITH 14" F G TYPICAL ORNAMENTAL A STEEL CHANNEL ISOLATION JOINT STRUCTURE LA_302 HAND RAILING I SMOOTH WELD ALL JOINTS LA-300 MANUFACTURER ° CD F 1-1/4" x 1-1/4" PAINTED Julius Blum & Co Inc o ® o ° d �, ° TOP & BOTTOM STEEL POST b P O Box 816 — d a d ° CONCRETE TREAD/RISER LA-302 OF STONE STAIRS 2'-2" SMOOTH WELD ALL JOINTS Carlstadt, NJ C) (800) 526-6293 0 000 d ° STONE STEPS 14" STONE TYPE TO N � (201) 438-6003 Fax �°ooh°000d � ° ° MI MATCH WALL CAP STONE - OR APPROVED EQUAL - ° 12" 3/4 x 3/4 PAINTED STEEL RAIL ° ° 14 STONE TREAD o c� o° �o o,°��ooe° ° SEE STRUCTURAL ENGINEER'S �/� '1 1 1/2" MORTAR BED MIN SMOOTH WELD ALL JOINTS �oa� DRAWINGS FOR CONCRETE FOOTING / 1 1-1/4" SQUARE SLEEVED • ° AND REINFORCING INFORMATION 8" MIN. INTO CONCRETE ° r I� - OR - d 1" x 1" PAINTED STEEL POST ° ° ° d / / F TOP & BOTTOM a LA-302 OF STONE STAIRS O CONRETE TREAD, SMOOTH WELD ALL JOINTS CONCRETE TREAD/RISER SEE DETAIL E/LA-302 F JOINTS - CONCRETE PAVEMENT G / F ISOLATION JOINT STRUCTURE SEE STRUCTURAL ENGINEER'S ° ° ISOLATION JOINT STRUCTURES O z / LA-300 DRAWINGS FOR STRUCTURAL CONCRETE ° LA-300 °� / 1/2" SNOW MELT TUBING, SEE MECHANICAL V O a W a GROUT SOLID W/ NON-SHRINK °„ ° O 2 MIN aG 1. CONTRACTOR TO VERIFY DRAWINGS N V U 10 11 GROUT COLOR TO MATCH o� d °° NUMBER OF TREADS AND GRANITE TREAD a Z a CONCRETE WALK OR PAVERS, RISERS ON THE LAYOUT AND ~° O ° SEE LAYOUT PLANS GRADING PLANS. W SEE ARCH./ B.E./ STRUCTURAL DWGS. ° d 2. CONTRACTOR TO PROVIDE FOR SUB-BASE CONDITIONS, ° NOTE A ° ° ° SHOP DRAWINGS FOR /C> WATERPROOFING & CONNECTIONS. HANDRAILS. 1 ALL RAILING COMPONENTS TO BE GALVANIZED & PAINTED BLACK ° o °d ° 3. CONTRACTOR TO PROVIDE 2. ALL JOINTS TO BE WELDED AND GROUND SMOOTH SEE STRUCTURAL ENGINEER'S SHOP DRAWINGS ILLUSTRATING �U° DRAWINGS FOR CONCRETE FOOTING STONE TREAD INSTALLATION. AND REINFORCING INFORMATION TYPICAL ORNAMENTAL HAND RAILING TOP & BOTTOM OF CONCRETE STAIR SECTION: STONE STAIRS TYP. G " - '_ " in Detail w �� _ � �� d-stone stairs.dwg SCALE 1 - 1 0 D-Typical Ornamental Stair Railing eta dwg D ALE 1 - 1 -0 d-to & bottom of conc stair.dw SCALE 1/2" = 1'-0" SC p g OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT G TYPICAL ORNAMENTAL COMPANY LA-302 HAND RAILING AVON,COLORADO DESIGN ARCHITECT Z40 D EQUAL EQUAL TOP OF CONCRETE STAIR 2'-2" LA-302 �- Denver, Colorado CONCRETE WALK OR PAVERS, HANDRAIL POST SEE LAYOUT PLANS ° � ° ° ARCHITECT OF RECORD INC 2" OD PAINTED STEEL o° °o e 1'-2" OKLAHOMA CITY,OICA 4 HOMA SEALANT, COLOR TO MATCH 14" CONCRETE TREAD 0 _ o CONCRETE. CREATE POSITIVE LA- 2 30 W/ 6" RISER °° d o m ° CIVIL ENGINEER ALPINE ENGINEERING,INC DRIANAGE AWAY FROM POST. o VAIL,COLORADO II o d ° o� FINISH GRADE E HANDRAIL POST ANCHOR o° �.o ° o eo d ° d e LANDSCAPE ARCHITECT 4 L S E GROUP BURLINGTON,VERMONT 2'-8" d CONCRETE TREAD & RISER LA-302 0 �° 'a VERMONT= I o ° �o o r _ _ _ _ _ - - - _ _ - oo - = o� °o —III STRUCTURAL ENGINEER 2'-0" 4 ° =_o o° - COMPACTED _ HAYNES WHALEY ASSOCIATES, I ` EPDXY GROUT - o — r - - - - - CONCRETE FOOTING BEYOND ° ° 1111 CRUSHED ° INC I GRAVEL HOUSTON,TEAS o0 00 ° ° ° NOTES: o — PLUMBING ENGINEER I I oo B STONE VENEER ° 4 ° ° a ° INSTALL SLEEVE TO 1. CONTRACTOR TO VERIFY rD BOTTOM OF CONCRETE STAIR, TYP. o o ABS CONSULTANTS INC - LA-301 RETAINING WALL ° ° LA-302° ACCEPT HANDRAIL POST. NUMBER OF TREADS AND = ° o DENVER, COLORADO I - - - - - - - a ° ° ° d COORDINATE SLEEVE INSTALLATION RISERS ON THE LAYOUT AND d ° o INTERIOR DESIGN - - - - - a ° ° d W/ SNOWMELT LAYOUT, SEE _ WILSON&ASSOCIATES CAP STONE FLAMED FINISH ° MECHANICAL DRAWINGS GRADING PLANS °o °-0 0 0 o DALLAS,Tx ON TOP W/ ROCK FACE ON EDGES ° ° 4 O 2. CONTRACTOR TO PROVIDE I _ _ - ° SHOP DRAWINGS FOR SEE STRUCTURAL ENGINEER'S i i Iii i I LIFE SAFETY " CER ENGINEERING INC " 1/4 1/4 B ° HANDRAILS. DRAWINGS FOR CONCRETE FOOTING ARVADA,COLORADO REFER TO LIGHTING PLAN FOR FIXTURE a ° a 21 AND REINFORCING INFORMATION LIGHT FIXTURE ° O � PROJECT NUMBER 05208 SPECS AND MOUNTING DETAILS Z HANDRAIL POST ANCHOR SECTION: CONCRETE STAIRS, TYP. ISSUE REVISION DATE Q „ _ B �� — �� d-concrete stairs dwg E ALE - 1 - d-handrail o anchor w - - � sc 3 o post dwg SCALE. 1/2 1 0 cD z w = LIGHT POLE CONCRETE PAVERS REFER TO LIGHTING PLAN FOR POLE O SPECS AND MOUNTING DETAILS F ISOLATION JOINT STRUCTURE Of w LA-300 it INSTALL BASE PLATE AND ANCHOR BOLTS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. TOP VIEW d _ d UJU CAP STONE FLAMED FINISH � �° STONE TREAD 4 ON TOP & CHAMFER W/ ROCK FACE ON VERTICAL EDGES d ° o - DRIP CHANNEL, SEE DETAIL E/LA-301 ° a °° ° °� STONE VENEER °� ° � d ,� s 015 REVISION#6 08/10/07 �r 1/2 14 14 14 = c„ I° l LA-301 RETAINING WALL U) I °I 1/8"WASH 4 013 REVISION#4 04/12/07 ° °� STAINLESS STEEL DOVETAIL _ ° . 009 PERMIT SET 11/17/06 Uj I SLOTS CONT. 2' o c. W/ 16�� CO ° a 1/8"WASH 1/2„ CONCRETE RISER AND TREAD w STAINLESS STEEL VENEER STONE TREAD ° ° ° 1/2" RADIUS ON NOSE I ° I � I I TIES PER SPECIFICATIONS 14 11 ° ° 1/$"WASH 1/2" r 6" STONE VENEER 1/8"WASH F FINISH GRADE, SEE d° - - - T _- SEE SPECIFICATIONS ISOLATION JOINT STRUCTURE ° ° 1/8"WASH #4 REBAR TYP GRADING PLAN 6 ° 1' " ° 6"° DEEP RAKE MORTAR JOINTS LA-300 d° a d �L4 TO APPEAR LIKE A DRYSTACK WALL °°° ° a °b d II1=1I II1=1I I1=111=1 STONE SHELF BEYOND 11=I I I=1 1 1=111 42,_6 I I I I 1-I 1-i 11-I 11-I 1-I PLANTING SOIL MIX ° -III=III-III ° I-t I I=1 I I=1 I I=1 I I=1�1=1 11=1 d NOTE: o °N ° ° d d -I I1=1I -I I1 a e ° 1=111=111=1I I-III-III-III-I SNOW MELT TUBING, SEE 1=1 11=1 1=1 I III-I 1=1 1=1 1=1 1=1 1=1 I SEE STRUCTURAL ENGINEERS ° I1=1I -1I I- ° I-111=111=111=111=111=111=1 DRAWINGS FOR CONCRETE FOOTING d ° a ° MECHANICAL DRAWINGS AND REINFORCING INFORMATION ° d =—I1II 1-i1i 1 1 i_II ° BY I ° NOTE FOOTING BEYOND SEE STRUCTURAL ENGINEER'S° Oa ° C) LANDSCAPE °o 0 SECTION o ° AND RIEINFORCI G INFORMATION FEB 2 2003 DETAILS STONE ENTRY PIER TOP & BOTTOM OF STONE STAIR 14" CONCRETE TREAD W/ 6" RISER SAFEbuilt Colorado " = " d-stone entry ier.dw „ _ ,� " - " SCALE 1/2 - 1 -0 rY P 9 � _ 1 - D-T Bottom SCALE 1 - 1 -0 d-concrete tread dwg SCALE 1 0 op & Otto Of Stone Stair dwg LA-302 6'-0" or F POOL RAILING 2"x8" LINTEL NOTES: 1) LINTELS TO BE WESTERN RED CEDAR, L—301 36" HEIGHT 1'-0" 4'-0" 1'-0" 6"x8" GALVANIZED PAINTED SELF-CLOSING --_;; STEEL BOX BEAM, PAINTED 2) EXPOSED FASTENERS TO BE STAINLESS HEAVY DUTY HINGE j 10"x7' PLAIN, ROUND STEEL TOPPER: 128/35 WORTHINGTONCAST COLUMN 3) PAINT ALL WOOD WITH 3 COATS - USE + - BUILDING WINDOW COLOR "SW 6070 - BY WORTHINGTON _y� 1 E+t- ± + ; HERON PLUME" BY SHERWIN WILLIAMS - _ _ 4 (www.worthingtonmillwork.com) SATIN FINISH. 3/4" SQUARE BAR ��` � -' �� ,-r-a,�- + ' �� ,-' 'r"-' '-, � ' , �- OR APPROVED EQUAL A /9 I I -t -1 r+� 4) ALL ADHESIVES TO BE WEATHERPROOF. WIRE CLOTH ON INSIDE OF r `�;! 't T; f _r T' - -�-' -r' r" GATE STEEL .120 DIA. WIRE, - rtt " �' '] - - Ji-I --I� t-i{r l-' "�' 1 --t-I r-i-�-+T�{ Tom.--r i +fit 1/2 O.0 GALVANIZED & '� y _ fi, PAINTED BLACK -, -- - . I � :-' ,_ '- �; , -- -J - ^ 1 J - —I I � I McNICHOLS OR APPROVED EQ. - *'�--}~4 � ELECTRIC CARD READER , r �-I-I- r-Imo-,'- �y-,��- � I � MOUNTED MIN. 54 ABOVE ter_ ,; _; SECTION I fir I-; I - , r r FINISHED GRADE ON OUTSIDE OF GATE 3/4" SQUARE BAR _—_ � Q r l , I Y'-T� , I-f .r A DECORATIVE FIXED PULL - L ON OUTSIDE OF GATE O .:c:,.. -c%.t�c.��c.;��% °lam�..� �$.1:.... •<,,,,r•• I I -i r---I t-�-I-� t -, }-II-, -t �+, +-I+� ,y-1 ,i -- -- _ PANIC BAR ON INSIDE OF + '� ^^ ��' �-t= ,`-��- I-1 � _ t- 1 7 I�'�, 1� �-,- V o GATE MOUNTED 40 1/4" I �� I I ' � -��-�' � i .,1- �-�r ,�-r�, ��=�-;� �� ,-�,- �,----�--� ELEVATION ABOVE FINISH GRADE. _ J J T r N v HOOVER FENCE CO. D-6004 �- �� T" ] ;; �� V CAST COLUMN DETEX SURFACE MOUNT _ ' i; 1'-411 51_311 1111 EXIT BAR OR APPROVED EQ. +,T ~T + -t , y-y] �]'--' I ,�T � nom- nT_17- -1-l_r _ 211x8" LINTEL = y { t} +_ - - �� ~ rT, 04 h POST: 3" SQUARE TUBE WITH - �- � I � -i-t- r-r*�- _ 6"x8" GALVANIZED STEEL TOP CAP - 4-; ___ A BOX BEAM PAINTED _,� J_ T " 11 - �f T r 7 7 _ 2x8 LINTEL 1 " �- r�Y - "T r ` ; T ,T +�T EDGE OF CONCRETE WALL I ', I I +'__*-_�_-_'-_J +-+i-+ i-1 I I~ t -r-r-t-r-•-- ;-,-r tom-' 1_�-,-I j , ' ^�-�-, T - - - i--i-r 71 --s-i ^ r ^- 1 5 6"x8" GALVANIZED STEEL - - I BOX BEAM, PAINTED � I j - 11 1 1/2" SQUARE BAR PICKET _ �= - 10 x7 PLAIN ROUND Q - WORTHINGTONCAST COLUMN BY WORTHINGTON - -{-+-�ice- '-+-H--, _ 7�+i y'JJr!_ �-•--r-� 1-r-',- -- --I -r- 1�-+,-,� � I (-t-_"_ www.worthin tonmillwork.com R21 Tt+T ( g ) ELEVATION 2 DECORATIVE COLLAR: 35/2 - a_ OR APPROVED EQUAL _ OWNER/DEVELOPER B PRECAST CONCRETE PAVERS 6'�- DECORATIVE COLLAR: 37/3 VAIL RESORTS LA-300 OVER STRUCTURE I - -- ; � � !. - ,-- -. i '�- - _ ; ;r�r-'--�-;'-� ,tr I.� DEVELOPMENT I I ,tea-' I I ��-,-- �.r, I � -t-) - _ __ -I -t-f�l 1�1-'-�r �—�-I -'-i-�r-}-, +I I 00 E STONE LANDSCAPE CURB STEEL ANCHORS BOLT TO — — - >> �- _r I rt a - J i; — — E STONE LANDSCAPE CURB - CONCRETE WALL, WELD -'-' - - ' -' - � *� � ' + �T r` r+� COMPANY I I LA-300 - TO GATE SUPPORT POST c� I AVON, COLORADO LA-300 I K PLANTER DRAIN OVER jqSTRUCTURE 3/4" SQUARE BAR DESIGN ARCHITECT j �' FINISHED GRADE NOTES. h f �l ° FILTER FABRIC 1. ALL RAILING COMPONENTS TO BE GALVANIZED & PAINTED BLACK. SEE ARCH./ B E./ STRUCTURAL 2 ALL JOINTS TO BE WELDED AND GROUND SMOOTH. N. DWGS. FOR SUB-BASE CONDITIONS, 3 CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR GATE ASSEMBLY, LAYOUT, ATTACHMENT TO STEEL POST, AUTOMATIC CLOSING WATERPROOFING & GATE SWING MECHANISM, LOCKING MECHANISM FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT. Denver, Colorado ANCHORING CONNECTIONS. 4. ALL GATE DIMENSIONS & COMPONENTS NEED TO COMPLY WITH STATE OF COLORADO & LOCAL POOL CODES. '64 1dr SEE ARCH./ B.E./ STRUCTURAL 5. ALL SPACES IN BETWEEN RAILING OPENINGS SHALL BE LESS THAN 4" ARCHITECT OF RECORD DWGS. FOR SUB-BASE CONDITIONS, 1 6. ALL COMPONENTS BY INDITAL USA OR APPROVED EQUAL. GLOVER SMITH BODE,INC ° ° ° WATERPROOFING & CONNECTIONS. = 5° OKLAHOMA CITY,OKLAHOMA -�-�P� 60 6 POOL GATE FLUSH MOUNTED LIGHT A 11 _ 1 11 1 CIVIL ENGINEER FIXTURE, SEE LIGHTING 150 SCALE: 1 1/2 - 1 -0 d-pool gate 6 .dwg ALPINE ENGINEERING,INC PLANS VAIL,COLORADO SECTION PLAN LANDSCAPE ARCHITECT S E GROUP PERGOLA BURLINGTON,VERMONT STRUCTURAL ENGINEER SCALE 1/2" 1 -0 Q d pe goad g HAYNES WHALEY ASSOCIATES, INC HOUSTON,TEXAS G POOL RAILING 8'-0" MECHANICAL ELECTRICAL or L+4-301 1811 HEIGHT PLUMBING ENGINEER ABS CONSULTANTS INC DENVER,COLORADO 2'-0" 41_011 2'-0" SELF-CLOSING INTERIOR DESIGN HEAVY DUTY HINGE WILSON&ASSOCIATES TOPPER: 128/35 DALLAS,TX LIFE SAFETY -r I a- n- 7 -- IA - BCER ENGINEERING INC , ;--I �y _ I 1 ARVADA,COLORADO 3/4" SQUARE BAR � _ -1-I ;-i 7 , t .- -.-,-��- yTt -r r•-T r- -r ELECTRIC CARD READER �I + IJ r r �r 1 r� -I ] � r' � � = PROJECT NUMBER 05208 11 T Q MOUNTED MIN. 54 ABOVE T;_'-� �-" FINISHED GRADE ON Y �� y % TIII } ' � � - -- jrt ® -P { IT7 t �� { r �I I F -Hr T ISSUE REVISION DATE OUTSIDE OF GATE T,7 - + + TT��_ ��.� - yc�/+.'�t , -T T_ - - y Il ' � NOTES: WIRE CLOTH ON INSIDE OF GATE, 1. ALL RAILING COMPONENTS TO BE GALVANIZED & PAINTED BLACK _] - STEEL .120 DIA. WIRE, 1/2" O.C., 2. ALL JOINTS TO BE WELDED AND GROUND SMOOTH. JIIr r �� a- GALVANIZED & PAINTED BLACK _� - I; r_ r h ' - 3. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR GATE ASSEMBLY LAYOUT, -' -r1 - McNICHOLS OR APPROVED EQ. r -� ATTACHMENT TO STEEL POST, AUTOMATIC CLOSING SWING MECHANISM, LOCKING - ; -�-, , -t-'{+ +- , ' 7 { ,-r-• -r } T -+r 1 r r r-r r I / r '-^- MECHANISM FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT. DECORATIVE FIXED PULL _- -'� +~J' ___ 9Rf" -,-1r-' Ir , IT I --a_r-rl -i _G_;-'_, 'Tty J �I 4. ALL SPACES IN BETWEEN RAILING OPENINGS SHALL BE LESS THAN 4 ON OUTSIDE OF GATE �_ , - + i T + �, i l —5. ALL COMPONENTS BY INDITAL USA OR APPROVED EQUAL. - - T _r, r j__ ;�4'-0° PANIC BAR ON INSIDE OF fIF, �l n r-1 _, �-I _ _f-rT r �-^�T � -T� -��-r-m -1- - -C-y -t-1 � I � lo lo 1 GATE MOUNTED 40 1/4 ; +� T T' -� - T ;- T - --rt-i -+�]- -s---r-,- --j- -r-' -(T-', r-I T-I 1-,- , 1-I 1- + +, a T f r1 ++ , -,- -I-r-- ,-,-ry ,- t i ti •--{-�-� +i-'-''--,. ��.-t-�-, ' , F� ' - ABOVE FINISH GRADE. 7 +_ T !co T} �r r JJ 14- _ HOOVER FENCE CO. D-6004 _ _ - _ �= rT I-ji_ �I �-,- �J�, I Tom--. + �� i +-,�- -I-j•-t i�;-� t-'-I-�j-1 - 1 � -I-�-r-�- IT'�-�-('►7- 1-j T I�t�IL- ^�-' I 1 rT _ _t-7 +rt1 -r-' F -'- '1-1 T I-� , I]� ''-l- I -r'-r- M I-t , ,t I �] 7 }-' i� DETEX SURFACE MOUNT ]- - a ;T .r, 7 + _ ; I ] -i-r�T� ,--1-»-�-•-• �-• E�-r-1 {-.-.�lJ `^ 1 *T '� .-. TM -,- •-r-^TY'-� r-'-� EXIT BAR OR APPROVED EQ. I ^ , ^ - r , J� + J J T - + 1 +1 r `T t Imo- 1 I - J t-1 -+ -r- TOPPER: 128/35 1/2" SQUARE BAR PICKET '{ �- i - ,- - rl-� -+-a-1-I-, -r-r- +i a •- ,-I-; �,��I �-I - I. i- , �- , 4 --. rte' 'Tom-' �� rt ` � �-,-�- +-t-T i�- I_' - {� FJ - I-, I-t- ��- =rte+""--- �+�- ,T} �-• ;- ICI ' + -- 3/4" SQUARE BAR SELF-CLOSING -�-j Tlr J r � �-` '-l- i��' -,-I �-{ �-I� EDGE OF CONCRETE WALL TT _r, r}rt-'- , :,-; t i �� - �� ` �T r i;T =- ; " r I - HEAVY DUTY HINGE 1 + 1 + ;-; - -r f~- - r - TI -, — — — -, r + ,a- ; -� I { + - - { - + y co STEEL ANCHORS BOLT TO — — — t J -} , r-, SELF-LATCHING HANDLE - ; ,] I - - ^r,, 1 1- - I s l _ TTI yI M I-+--r �- I „ _T-r + � � � *_r +r � � 1 +,� I`� �� -- 015 REVISION #6 08/10/07 , CONCRETE WALL WELD ~ T Y , I --1- t, Tr--'-' 1 f- -1 r-r 1 I- ri �l rT7-, � { � ,_y_, -r-- t,-,-� , r TO GATE SUPPORT POST �I a - _' { + - _ -I - - r ��+ -'� ] T 7 {; 4 013 REVISION #4 04/12/07 l -L+ �Tr 11 POST: 3 TUBE WITH ;-I-,- r-t } -r ;T ~ -� I �` I 009 PERMIT SET 11/17/06 TOP CAP -+- - {- }-T-� ' `�' -r,f- -" t--+a�� r-�- +r•_`- ,, T-,- r,, t ,�J1,�, , --H `Iti J I - -�yJ�, 7 -i-,J t Ec -'--�- _r. -1---t- 1 �-a-1 T-�-I-1 1--t r{- -I-'-«---r -r; r- '- 1 I-+� _I�_I r I-1-r I-•-n r j -r-f-I--4 i-r, I-,- -, DECORATIVE COLLAR: 35/2 *� -t - T-rt r ,- - ROSETTE: ART 26/C1 _ - I �- 4'- -� +T �T AL 7, }- - r "--I- ® � t-}- -�y,-r i I-II - -r ; r-I -J -I I -_-%1 J J I-tT a I_ '-' -� �I } 7 �r 1-{ -- ry I y I �J I �T� -1 I {� --r-r- �T -` ,-•-j , -s r- , r-i t-;- - t-1- ° DECORATIVE COLLAR: 37/3 �T - -II — — — C` _' �r �co - - --r- 1 1 1 y_ _��j'- ' I� l��-'i Ji _(_I � -+-'-M�- -r-I I I y-If �i �rt{-' 'J��i I] � � 1/2" SQUARE BAR PICKET G J `'�' POST: 3" SQUARE TUBE WITH N TOP CAP co I 3/4" SQUARE BAR 3/4" SQUARE BAR NOTES. SEE ARCH / B.E / FINISHED GRADE 1. ALL RAILING COMPONENTS TO BE GALVANIZED & PAINTED BLACK. STRUCTURAL DWGS FOR 2. ALL JOINTS TO BE WELDED AND GROUND SMOOTH. SUB-BASE CONDITIONS, SEE ARCH./ B.E./ STRUCTURAL 3. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR GATE ASSEMBLY, LAYOUT, ATTACHMENT TO STEEL POST, AUTOMATIC CLOSING WATERPROOFING & GATE DWGS. FOR SUB-BASE CONDITIONS, SWING MECHANISM, LOCKING MECHANISM FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT. REVIEWED BY LANDSCAPE ANCHORING CONNECTIONS. WATERPROOFING & GATE 4. ALL GATE DIMENSIONS & COMPONENTS NEED TO COMPLY WITH STATE OF COLORADO & LOCAL POOL CODES. N ANCHORING CONNECTIONS. 5. ALL SPACES IN BETWEEN RAILING OPENINGS SHALL BE LESS THAN 4" DETAILS 6. ALL COMPONENTS BY INDITAL USA OR APPROVED EQUAL. FEB 2 6 2008 Njn 4' PATIO GATE 8' POOL GATE SCALE: 1 1/2" = 1'-0" d patio gate dwg SCALE 1 1/2" = 1'-0" - gate 8' dwg LA-303 I C � POOL DECK EXPANSION JOINT PLAZA ol PLANTING BED WALL STEPS WALL RAMP WALL PLANTER WALL HOT TUB PLAZA BETWEEN ADJACENT lo WALL OR POOL DECK 3/8" MORTAR JOINT, TYPICAL STONE COPING Q G POOL RAILING F POOL RAILING - LA-301 18" HEIGHT - LA-301 36" HEIGHT A STONE VENEER TW 8138 0 OL LA-301 PLANTER WALL HOT TUB, SEE SHEET W1 2 PLAN - STONE COPING B STONE VENEER . j{ rB Z POOL DECK RETAINING WALL i', sue" ` �= PRE-CAST CONCRETE PAVERS r, LA-301 .�' OVER STRUCTURE EXPANSION JOINT E STONE LANDSCAPE �' \t,',r _� ,'ry TW 8136 0 LA-300 �j. BETWEEN ADJACENT CURB �`� �' "{ ' LA-300 ,f� WALL OR POOL DECK 14" ti. r f , r TW 8134 5 ° FINISH GRADE, SEE GRADING PLAN �+ i !i y y Ir STONE 1 L d d ° ° SLOPE TO 2 STONE COPING, SEE > '� � � �;, ,: �� ° � ° d °° ° PRECAST CONCRETE PAVERS �, '__ (n DRAIN, °iF SPECIFICATIONS J , � � �'y ,' I I° I d ° e r 0 �-300OVER STRUCTURE j r -� j r a ° V a �rr'��wr� I SEE ARCHITECT'S DWGS ° d ° FINISHED GRADE, �� ° d N o SEE GRADING PLAN ;f I° FOR WALL & ° ::.,: ,,�,j " d _ d d I ''� d ° o p T IR INFORMAI Tt6 . M. { T d WATERLINE HHH d ° d WATERLINE TILE ° °° e °° °dd POOL STRUCTURE BY ° d d e_ d ° o ° ° d �I ° d d 1. d e d O d ° ° d ° ' � e POOL CONTRACTOR d a e° ° ° ° e 4.4 ° R ° d d x 1 ° b °° d a °4e ° d e° d ° rK PLANTER DRAIN ° a °d ° ° ° ° d 4 FOR SUB B SE CONDITIONS,RAL DWGS L d ° L LA-300 OVER STRUCTURE ° ° °° °° d d 4 a WATERPROOFING & CONNECTIONS. SECTION STONE COPING WITH WATERLINE TILES Q SECTION A a SCALE 1" = V-0" d-pool coping dw / � SCALE 1/2" = V-0" s-section a.dwg p p g g c)\�,vl,x/ul.vI:LO1�I:x VAIL RESORTS DEVELOPMENT COMPANY RETAINING WALL WON,C,OLOR'\11C) FOUNTAIN SPITTERS, REFER TO POOL DESIGNER'S DRAWINGS FOUNTAIN DESIGN '\xC,H1THCT STONE SCUPPER B STONE VENEER FOUNTAIN COPING LA-301 RETAINING WALL HOT TUB 4240 _ STONE LANDSCAPE CURB Denver, Colorado ° ° LA-300 �� , 1 �V�813$,d' io 1'-3" 1'- " 1'-3" 1'-3" ° °o ° i A ' I� t/ f NRCH1THC.T c)1- RFC,ORD B ULOVHR 5,\11TH 130I)H,IN(, PRE-CAST CONCRETE 6 I �. �, �i / ,( �\,_ � � ( t ` r A C)ILI.,\HO.\t'1 CITY,C)KI.\HOAt 1 LA-300 PAVERS OVER STRUCTURE ° I I `��\��,! /�;�� STONE VENEER °`� �,�, ` Y ` �` �,%' PLANTER WALL CIVIL IINGINHHR �, �,, I `!r \ t, ; ,'- LA-341 d .x � , � \Ll 1NH I,N(TINHHR1NCi,1N(, z � �1 � �, �TVV 835.5 ,� v vu.,(,oLOxU�c) Q ° FINISH GRADE, �t�I: ��xc1H1TI:c.T p PRE-CAST CONCRETE PAVERS o d d ° I rB 131 xL1NC7TON,V I:x.\tONT G., SEE GRADING PLAN OVER STRUCTURE TW 8133.5 LA-300 e ° ° '� el STRUCTURU. HNGINHIHR ° °a _ H\Y' f tI \\'H 1LI:Y \SSOCI °I d d � ° { INC HOI!STON,THX\S ° ° I ° ° d FINISH GRADE, ° d ° a ° I .1fI,C,HINIC kI, HI,HC,TRI( M, / 4p pp° SEE ARCH./ B.E./ STRUCTURAL DWGS. ° ° ° ed SEE GRADING PLAN rLl ,\t131NC7 HNCTINI'sl:x WS CONSUJLT\NTS IN( 00° gyp' FOR SUB-BASE CONDITIONS, d ° ° l)HNVHR,COLOR W0 WATERPROOFING & CONNECTIONS. d° °° ° ' e d °" e ° ° d d °d d 1NTI:x1OR t)I,S1C7N K PLANTER DRAIN �\ 1LSON 1550(.1�TI:S 0 0 LA-340 OVER STRUCTURE f) LI°I.15,TX L1IH S 11HTY LOW DENSITY FOAM B(.I,x I,N GIN HHRING INC 1xV U)1,COLOR)0 / ( SECTION B B SCALE 1/2" = 1'-0" s-section b.dwg PROD HCT N t N1BI7R 05208 1SSUH RHVISION 1)IM", PLAN � RETAINING WALL FOUNTAIN SPITTER, FOUNTAIN & SEE POOL DESIGNER'S DRAWINGS HOT TUB FOUNTAIN COPING POOL POOL DECK HOT TUB FOUNTAIN PLANTER WALLS PLAZA STONE SCUPPER TILE - SEE SPECS N V-3" 1'-3" V-3" V-3" HOT TUB B STONE VENEER �, FOUNTAIN SPITTERS, SEE POOL �1� I8138' �' �� LA-301 RETAINING WALL DESIGNER'S DRAWINGS � �, � N — - — .� e , I 7 016 RI?VIS10N #7 10/19/07 B PRE-CAST CONCRETE PAVERS WATERLINE TILE I I RETAINING WALL BEYOND - LA-300 OVER STRUCTURE I I s 015 RI,VISION #6 08/10/0, FOUNTAIN COPING 8136.10 COPING 8134.5 STONE SCUPPER, `� ° II �� ' '� STONE VENEER cICI9 PI:x�I1T SIiT 11/1 /cI6 I 5 LOCATIONS °III PLANTER WALL DRIP CHANNEL, SEE ° I�aI � LA-301 DETAIL E/LA-301 d °'�I I I HIM III d I TW 8133.5 ° ° HOT TUB, e d °I -� �� B PRE-CAST CONCRETE 11111-9 - '4 ° SEE SHEET W1.1 d ° ` ° °° 4 r. , - ° ° I LA-300 PAVERS OVER STRUCTURE POOL, ° d d °° I _ -- REFER TO d d FINISH GRADE, DRAWING W1.0 4 d , ° ° e I T ° SEE GRADING PLAN A d d e A° d ° d d d ° °d 'a e ed d d ° 4. d ° ° ° A d d ° ° d a NOTE: ° e ° d 1. SEE ARCH./B.E./STRUCTURAL DWGS ° ° d e e° d ° ° d ° d ° d d ° d FOR SUB-BASE CONDITIONS, e d Qa d ° a d d ° %�® `�� WATERPROOFING & CONNECTIONS. SECTION/ELEVATION SECTION R � - 2. REFER TO E/LA-304 FOR ADDITIONAL LANDSCAPE SECTION E SECTION C FEB 26 208 INFO. DETAILS E " _ '-0" s-section e.dw � SCALE 1/2" = 1'-0" olora SCALE 1/2 1 g SPFEb��1t C s-section c.dwg LA-304 NOTES- 1.1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR STEEL MOUNTING PLATE AND THREADED CONNECTOR NOTE: POLE BASE IS TO BE ONE CONTINUOUS POUR. ASSEMBLY. 811 PRE-FABBED CONCRETE POLE BASES WILL NOT BE 2. ALL PHYSICAL CONNECTIONS AND PENETRATIONS OF ACCEPTED. (ALL POLE BASES MUST BE POURED ON SITE) THE CONNECTOR AND SLIP FIT ADAPTOR TO BE THE CONTRACTOR WILL TAKE SPECIAL CARE TO WEATHER PROOF. ENSURE CONCRETE POLE BASES ARE POURED 3. THREADED CONNECTOR AND MOUNTING FRAME ABSOLUTELY VERTICAL AND LEVEL. TO BE PRIMED AND PAINTED Q PATHWAY LIGHT FIXTURE VA POLE z REFER TO LIGHTING PLAN I m FOR FIXTURE SPECIFICATIONS POLE BASE WITH 1" GROUT C7 w INSTALL LIGHT POLE BASE LIGHT POLE BASE TO BE BASEPLATE AND ANCHOR BOLTS z = COVER FLUSH WITH TOP 2 ABOVE FINISH GRADE Z COPPER STEM (AS PER MANUFACTURERS SPECS.) CO OF COCRETE PAVERS W/45° CHAMFERED EDGE a j z 2" H O 0 O ~ 2 PLANTING SOIL MIXTURE - — WIRE ANCHOR RODS u- 0 BRASS SLIP FIT ADAPTOR INSTALL LIGHT POLE PER INSTALL LIGHT POLE PER CLAMP SUITABLE FOR _ I TO REINFORCING �..� W LL N MANUFACTURER'S RECOMENDATIONS MANUFACTURER'S RECOMENDATIONS DIRECT BURIAL THREADED CO CONNECTOR WELDED J TO STEEL MOUNTING PLATE. CONCRETE FOOTING 3500 PSI Qr ' • . ' - LIGHT FIXTURE'S BRASS SLIP FIT ADAPTOR #8 BARE GROUND WIRE TO SCREW INTO CONNECTOR. ° SEE DETAIL A/LA-300 FOR DIMENSION = = r , �T�� O _ a ° ° o ° RIGID GALVANIZED ELECTRICAL Vj W O a - LOW VOLTAGE POWER ° — — - CONDUIT SUPPLIED BY ELECTRICAL w w SUPPLY LINE ° a < ° ° ° ° ° ° < ° ° a a ° d °° d° 4a° N V V d o ° a d 3/4" 0 x 8'-0" COPPER CONTRACTOR j 18" DIAMETER 3/8" STEEL '�° o�Qo °oo� ° '�° o Sao °oo� ° CLAD GROUNDING ROD = - I-"+ ' MOUNTING PLATE ° ° ° go g0 - d -3 �° d d ° 6-#5 BARS WITHIN A ~ W y ° O O ° d O ° .° ° O ° a O ° ° •° Oa ° oo ° °° ° 6x6 10/10 W.W.F. CAGE c) c 00 0 °o°O o0 0 °°� STRUCTURAL SLAB °�o ° o ° °�° °�°o ° ° °° °°�° I n A = MAINTAIN A 3" MINIMUM F� Q ° d d °� ° _ a d ° °°� ° 1'-6� a -- ---° A LIGHT POLE FOOTING __ ! ____ ___ A LIGHT POLE FOOTING - COVERAGE ON ALL BARS hrl Cn a W/WATERPROOFING ° °; -- ° d a d°° --''-i -- d°° ° --I - — 24" (SIMILAR) i _ I '!_ d I ! 24" SIMILAR a ° ° I ---; ° !-- { i LA-305 ; I -{ I LA-305 (SIMILAR) 2' SEE ARCH./ B.E / STRUCTURAL DWGS. FOR - -' -- _-_ -1 I I ! ! - � a a a a SUB-BASE CONDTIONS, WATERPROOFING & CONNECTIONS. PATHWAY LIGHT LIGHT POLE BASE IN CONCRETE LIGHT POLE BASE IN PAVERS LIGHT POLE FOOTING-24" D d- light- 1 - r w SCALE 1 - 1 -0 d li ht ole m avers dw SCALE 1/2 - 1 -0 Light Pole Footin 24 .dw SCALE 2 - 1 -0 d light-pathway.dwg SCALE 1 0 d light pole in concrete d g g p p g g g g OWNER/DEVELOPER VAIL RESORTS PLANTER WALL STEPS PLANTER WALLS STEPS PLANTER WALL DEVELOPMENT 61 COMPANY AVON,COLORADO f ," LIGHT POLE REFER TO LIGHTING PLAN FOR QL�E - G ` POOL"RAILING'-- �I DESIGN ARCHITECT SPECS AND MOUNTING DETAILS 4� - - LA-301 '18" HEIGHT I� G POOL RAILING a ,' �I,'//- _ - ' - _ -, _ � B STONE VENEER t �" --- -_LA-301 18 HEIGHT _ _ -- ------ _ - - --- - ( RETAINING WALL, - _ -- - - ---- 8' POOL-GATE I - LA=303-� _ �, `� = -- - - — __A STONE ST-AIRS LL A _-STONE VENEER --- - _ _ Denver, Colorado - - _ - PLANTER WALL _- - - F POOL RAILING- �- -301 i= LA-301 36" HEIGHT =__ ---- -- - - -- a — ARCHITECT OF RECORD _°_ - _ - r l„ , I; GLOVER SMITH BODE,INC TW 8138.0 K.4, /,, v,,, YI, n n, �u 1 u/I, i,u4/,I, �dY/!, I�flk,l, I !t, i/tl, I ;J, IXtll, it 1,t, „IIIY lu„ \{Ixl�l./ 11 k t/ „l _ -- ---- - _ 5 TW 8138.0 > > OKLAHOMA CITY,OKLAHOMA - I _ - CIVIL I C VI ENGINEER -- - — - _ -- - i - - •n - i 1 r / _ v 1 1, -_ - "I 'i _"u ---- - _- --_- ALPINE ENGINEERING INC .TW 8135.5 1 4 L'1 Vi 9 / 1 I I/ J,I I I I! ri �1 I� III , I — TW 8133.5 � LANDSCAPE ARCHITECT pt1 S E GROUP BURLINGTON VERMONT STRUCTURAL ENGINEER • SEE ARCH./ B.E./ STRUCTURAL HAYNES WHALEY ASSOCIATES, DWGS. FOR SUB-BASE CONDITIONS, INC WATERPROOFING & CONNECTIONS. HOUSTON,TEAS ELEVATION A MECHANICAL'ELECTRICAL PLUMBING ENGINEER E SCALE 1/4” = V-0” e-elevation a.dw ABS CONSULTANTS INC g DENVER,COLORADO INTERIOR DESIGN WILSON&ASSOCIATES DALLAS,TX RESTROOMS RAMP PLANTER HOT TUB PLANTER STEPS WALL STAIRS LIFE SAFETY BCER ENGINEERING INC ARVADA,COLORADO I r � /'' ,� .� //v / ;¢ PROJECT NUMBER 05208 c I� x,,� ISSUE REVISION DATE �j �� /� ��; �� ' LIGHT POLE REFER TO LIGHTING PLAN FOR POLE - � v I -; SPECS AND MOUNTING DETAILS B STONE VENEER -�>� G POOL RAILING LA-301 RETAINING WALL `` v �� LA-301 18” HEIGHT v� � I , ;�;j A STONE VENEER � `, ��, B 8' POOL GATE B STONE VENEER '�j° % PLANTER WALL �'? � ; % LA-303 LA-301 RETAINING WALL LA-301 �! / A016 REVISION#7 10/19/07 T AO15 REVISION #6 08/10/07 HOT TUB, SEE SHEET W1.2 G TYPICAL ORNAMENTAL 4 013 REVISION #4 04/12/07 LA-302 STAIR RAILING 009 PERMIT SET 11/17/06 TW 8138.0 A STONE STAIRS I — LA-302 F TW 8136.0 i l, —aw= _c+_ -5r. t Y +w qry .v \Q ,r,Y—•xwi^ `s- A i_E, TW 8135 5 SEE ARCH./ B.E./ STRUCTURAL DWGS. TW 8133 5 FOR SUB-BASE CONDTIONS, L _j WATERPROOFING & CONNECTIONS. LANDSCAPE REVOEV�ED DY DETAILS ELEVATION B 6 2008 C � SCALE 1/2" = 1'-0" e-elevation b.dw g LA-305 SAFEbuilt Colorado G TYPICAL ORNAMENTAL STAIR RAILING '��, �,� STONE VENEER LA-301 PLANTER WALL TW 8132.5 \ - - - - - - ,;,III,;III;III;,III;,III;,I I I,;,II III II I II�1=III=111=111=111=111=111 ° ° ` I / \ I I►I-1 I ITI 11,-1 I I-III-III=__- °°• — _ -1 _ A 9� , -' I-I i I-III-1 11=1 I I-1 11=1 11=1 I I - ° I, I i I, ,I I II I I I I I i i=1 11=1 11=1 I I III III I I i I I 1=1 11 11=1 I I III I I 1=1 11=1 I I I I I L _j /1'11 =1_ ! SECTION: RETAIL RAMP I� SCALE 1/2" = V-0° s-ramp retall.dwg O I NOTES: 1. ALL RAILING COMPONENTS TO BE GALVANIZED & PAINTED BLACK. ; 3" SQ. POST 2. ALL JOINTS TO BE WELDED AND GROUND SMOOTH. 3. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR GATE A 6' POOL GATE TW 8138 0 Q ASSEMBLY, LAYOUT, ATTACHMENT TO STEEL POST, AUTOMATIC LA-303 Q CLOSING SWING MECHANISM, LOCKING MECHANISM FOR REVIEW V AND APPROVAL BY LANDSCAPE ARCHITECT. B STONE VENEER 4 ALL GATE DIMENSIONS & COMPONENTS NEED TO COMPLY WITH F LA-301 RETAINING WALL 0.4 STATE OF COLORADO & LOCAL CODES. I POOL RAILING - 5. ALL SPACES IN BETWEEN RAILING OPENINGS SHALL BE LESS LA-301 36" HEIGHT THAN 4" j 6. ALL COMPONENTS BY INDITAL USA OR APPROVED EQUAL. G TYPICAL ORNAMENTAL H TW 8134.5 LA-302 STAIR RAILING [�] . a ° d SEE ARCH. PLANS FOR DOORWAY AND ° ° A EQ' 3'-5° EQ' • • ` ° ° A ° O ° a `° ° ° STONE STAIRS ° LA-302 ORNAMENTATION SELF-CLOSING °a d °° ° HEAVY DUTY HINGE — — — °" ° d ° . ° c)\�iNHR/DI3VHL()PI.K d° ° ° ° TOPPER: 128/35 SEE STRUCTURAL/ B.E. ° ° °. • ° ° ` ° J VAIL RESORTS 11 1111111 DRAWINGS FOR POOL ° ° ° ; 14 ° " ° °° ° ° • ° a° ° - ° ° ° ° ° SEE ARCH./ B.E./ STRUCTURAL DWGS. DEVELOPMENT GATE CONNECTION ° �° ° 9 3/4" SQUARE BAR `v a °a ° °° ° °`° ° ° ° FOR SUB-BASE CONDITIONS, COMPANY ° ° ° ° ° a ° °� WATERPROOFING & CONNECTIONS. NVON,COLORNDO WIRE CLOTH ON INSIDE OF °° ° ° ° ° Q 4 ° GATE, STEEL .120 DIA. WIRE, - -- 1/2" O.C., GALVANIZED & - SECTION: POOL STAIRS WEST PAINTED BLACK _ _ _ - - _� _ _ d. ul:SlcT�v �\KC HITH(.T McNICHOLS OR APPROVED EQ. ------ ...... ------- - B SCALE: 1/2" - 1 �-01� s-section stairs west dwg 3/4" SQUARE BAR I -+ - - - - _+ Eo i --- 4240 DECORATIVE FIXED PULL -- - --- ON OUTSIDE OF GATE - G TYPICAL ORNAMENTAL Denver, Colorado LA-302 STAIR RAILING LAYOUT �RCHITHC 01- RECORD ELECTRIC CARD READER I I F TOP & BOTTOM ULOVHK SMITH BODE,IN( c)IU.1HO,til 1(,1T1',OK1,NHO�\IN MOUNTED ON OUTSIDE OF I - OF STONE STAIRS LA CIVIL H�](T1VI:I:x GATE, ALIGNED WITH PANIC - - ' -302 BAR I I ` STONE STEPS �I.PIVIi Ii�I(TI�IIiIixIV(T 1�](, H FIELDSTONE PAVING 14" STONE TYPE TO V�IL,c.c)LC)x\DC) PANIC BAR ON INSIDE OF LA-300 MATCH WALL CAP STONE GATE MOUNTED 40 1/4" - '- - L\vusc,lPl: 1xc,HITI:(,T 14" S 11 GROUP ABOVE FINISH GRADE. _ + _ _ _ _ _r _ 1 1/2" MORTAR BED BI1RLIN(rTON,VI:RAIONT HOOVER FENCE CO. D-6004 - -r - - ° do STK Tx 11. I � 71�HI K DETEX SURFACE MOUNT F kSS0 TOP & BOTTOM H kYNI,S N\'H v.I: EXIT BAR OR APPROVED EQ. " ° �r .I Mis' -� _ OF STONE STAIRS INC II I-111=111=III=III=III=III- _ ° . LA-302 POST 3" SQUARE TUBE WITH - - - - - �- III=III—III=III=III=III—III=III—III=III= Hc)[ STC) ,TI:x\S - i' I I E1 11-1 11=111=111=111=111=111=1 11=1 11=111= < ° m TOP CAP - - "'- "'-"'-"' -111=1I\I=1I I-III-I I - '=1 i 1=1I I- ° °- - F JOINTS - CONCRETE PAVEMENT `II:c,H vlc.LL I:LI:c,Txlc.\L _ SEE STRUCTURAL ENGINEER'S '-II I=III=III _acs$; °' ° m °°o� �a PI,[ .�t13IVCT I vctl�I:It ISOLATION JOINT STRUCTURES k 5 CONSUL T\VTS INC 1/2" SQUARE BAR PICKET - - '� i DRAWINGS FOR CONCRETE FOOTING =III-III-1 � o� 000 Qo�oo-�$a LA-300 @ - I - AND REINFORCING INFORMATION =III=III=1 11=III=III=III=III=III=1 - ' - - '=111—I I II ° ° III—I I1=111=111=111=111 IvTI_xlc)x uF:SICT - - _ _ i 1=111=1 =_- 11=111=111=111=111=111=1 WILSON & 155c)(,I NTI:S DECORATIVE COLLAR: 35/2 -------- NOTES -I 111 I I1 11 I II 111 i I I I II II I II I II 111 II 111 II 111 II 111 I I 1 111 t) \LI.\5, rx - I � 1. CONTRACTOR TO VERIFY LII�Ii 5�1I�HTY DECORATIVE COLLAR: 37/3 - T - NUMBER OF TREADS AND B( 1xV )( RISERS ON THE LAYOUT AND I GRADING PLANS. HEL 441 3/4" SQUARE BAR _ _ 2. CONTRACTOR TO PROVIDE -� - -- - - - - - - -- - - �- -- - - SHOP DRAWINGS FOR Pxc)jI:(,TVI�.\I13Iix 05208 `\1 HANDRAILS. FINISHED GRADE r ISS(1I,' KI.VISION 1)IM 3. CONTRACTOR TO PROVIDE SHOP DRAWINGS ILLUSTRATING SEE ARCH./ B E / STRUCTURAL-------- TRUCTURAL STONE TREAD INSTALLATION. DWGS. FOR SUB-BASE CONDITIONS, WATERPROOFING & GATE SECTION: STONE STAIRS OVER GRADE, TYP. ANCHORING CONNECTIONS. SCALE 1/2" - 1'-0" d-stone stairs over grade.dwg POOL TERRACE EGRESS GATE E SCALE: 1 1/2" = V-0" egress d-pool terrace a ate.dw p 9 9 g RESTROOMS LANDING 01 RAMP 01 GATE WALL F POOL RAILING - LA-301 36" HEIGHT � 7O16 KIiV I51OV #7 10/19/U TYPICAL ORNAMENTAL LA-302 STAIR RAILING ZL015 RHVISION #6 08/10/07 0A 13KHVISICY�I #4 04/12/0% 4 009 Pl RMIT SHT 11/11/06 } � J r rB_"�STONE VENEERq 1x III I fi IT7 , t, LA-301 RETAINING WALL t s,� t 1 K ( Jl t TW 8134.5 8134.5 qu r FINISHED GRADE r' h SEE GRADING PLAN A 6, POOL GATE ° r rpm LA-303 °�_° Q -�_ ° }iT� rr la Sri ,rFf d SEE ARCH./ B.E./ STRUCTURAL ° P ° ° ° — —4- DWGS FOR SUB-BASE CONDITIONS, a - y d ° d WATERPROOFING & CONNECTIONS. ° ° ° LANDSCAPE SECTION: POOL RAMP REVIEWED BY DETAILS C D SCALE 1/2" = 1'-0" FEB ED 2 6 2008 s-ram p p ool.dw g LA-306 SAFEbuilt Colorado .� h\ Q4'-0" 10'-0" 31-41' ill, k 41-811 41-811 1 1/2" SQUARE BAR _ _ _ NOTES:11-- - - t - - I- - --- - - - - - - - - -- - - - -- - _ -- - - - - II - - 1.1 1 .I I I I I I I I I I I I I. I. I.I � -I I I I I' I I I ;-,--y IT.f, -•- -1- -+_ -I _ _ ,-;�-I -1-t-{'-1 ---'' - ��-, �---" - �� -�-� �7 -YJ� -1 -r -1-^-t-�_t -t-� y-J-� _ -�( 1 I-I T 7-"-' - T -- -- -�7 _ _ . '-+l _ '-t-t' �-I --- - , � I- -' i� +� r rt - t - - + , - =� - - 11 T, I_ tt 1-1 -4- I- - r- I -_ � 1. ALL JOINTS TO BE WELDED AND GROUND SMOOTH. 1 I- T-1-- l l <-�L' = - 'J-� �1-- I y� _ _ _( -_ .T .-1 l_ -�1 i. 'T�- t __,_�T- rtirt` - r - -y-�-;-i _ _ `-I-, -, '-__i _ --`_ _ -I - I �__i��--i r-�-" I. _- �._'_ -C--I_ __ �--r��T ---��'�'-- J-- �-+- _-_-a 4- I=_�__' rr-r - r "r -1 I' r 't _ --1 1= 1 1 r 1 `i -_ I - r I- - I -I I-' _:;_ I I -1 - + --I - T T' -` '-' -,- _t ±� J = .-I -I -,=]= 1-1 1 '�- I I - - -I r -� -+ + -F - - - TI IT !+ --- I- ; _ _ r _L1 2 ALL RAILING COMPONENTS TO BE PAINTED GALVANIZED. TI I C - -- - -,, +-r +TFT L,_ -I : -, - + t -I� �- - - T 1 - y r µ + -, -'"-' -- - � I, -' -'- 1+ Tr 1 , - - '--I-, -jt "__."T --li. 1 TIT 1 �' i _I__ L_ 11 __ __ 1__ _l _. - __1_«�; _ _ __1_ _ --- -- T1 _ L I_ _ _ - +- L_ _ I . _ L_'�_ L - - r�-_""""",=-,�,_Y ~ -_ I ± 1_ ~1 ~- _ _ILL'_ +, }_ __�: -� - 3. ALL SPACES IN BETWEEN RAILING OPENINGS SHALL BE LESS THAN 4". -- -_t '- �1 t f - --I+- - - i ' i I t I _ I� t- ' I � '} X4_1 I i tt I I -- - t T ' i+ I T , �_ I r � -�- - I 7. J=Y - - _F -1- '-`� �-�--i 1 '_�' -Ll �I _ I �- �-` - i._7_ i I _ 1-�- L j _.1'_ __'-I-r-i T~ !I-1--J _ _ - _ �`-`-', - -1_ r'-, __- LI -',--I-LT '--�TI�-j ^I� _ _� I"�T, -I I IT~ __._.I �-r- I_ _Y-L._' l_ '' j _ _ L__LI_._ _�I 'TI 1 . i_I _I - 1_•--• ' --L- I �-+� 'iI {-i_ _� i _1 , 1 T 1 1 1 ? =r ' _ TI� `" T -i 't-� 1-� ,,-I =1� 1 r 1 ---T-'-r f �I- ! - T --T., fi-�, -'�--� �'-�' .�-r'-f._ - - - -t-I t -1 I.. - _I iTl _ - - - --r---_I ,� ,- T T` fi' 1 ,II - '-�j T_.J -T'�- -+ I- r _T_ iTr-� T -,-1-i y ,_ "., �..__ j_1 �_I_i _, {_ ,_t_.-- , T' -Ll� -'A_1 .-. _-i 1,__ _ —� —i r 1 t t -t ` �rT,- ---- _ I, _ _I ~ _ 1 1 _ - r I_ , - i-i + + ,_ _I_I _I 1-1 VARIES 4- I 11 --_ ___ _ -_ -I--._,_,-L �_ 1_.-.- ,. _-r , I .�� .i�l ,_, _ - _ _ T ___-__ ___ _ - ___ _ _{_� I _ _�i- �,.I _ __{-..._r _ .1_ _ _ -1� -_1� _ _ I J_, f"' - --- - Z I T 1 `r -�1-- t- .I�_ _i - % - - - I _ i' - - r- - 1/2 PICKET - -I;+ -' _L I -- - - - 1 I I - - I_T I T1 '- Tom` - I - -r+-- -I TI �= �1- --- _r -i-Y-�--' - lJi- - - --+- - , +r-I �-{--I-'-- --1- - -- - - '-t- ---;�= --'J�� - 1�- .`-_. I ;I-I- � f I t_I_ _ __ 1_ I, 7"i TI J. -;_i�i1 1 _1_]-1 -,-t-� .-i-I-) �� -L 1. i,-`- -- - -I - - ,- -` t - +- -' -- - -+-'ir +'--I t--i T I-j- --'-I-+-+ 1 I + -- i - -- -, � -+-, •- -- - - - - I j 'i-I 1T -r I I' -r -'_r -I I 1 ,._-�•.}_I I-'- -Irt _ -- - .+.� - --h-�-�� ~ - - - - f-rl i-r 1- - r-'- - - { - i' - =i ~ l i} = _--� -� _ --f- 1-1/2" ARE BAR rt _ _ Q a_L _�' _� - - - - -- - -- - -- - - - - _ _ - - - -- - - - - - - - - T + T I I 1�-I � - - II 1 1 1 I 1 I � ��- I 1 - T - - 1 T r F 1 - t L 1 f" I 1 I I 11 Ti I i _ - - L -'- - - - - - 'x;; -_ ___ + __ _ _ r, �-`--�-� I T r t - - I i I �i`Y i � 'T I LIB- - I I i-r I I I� III-� I �I I I I I 1 1 I - - - - - - 11 Tr-' '�'-1�~ 1 in-I r � r 1 �+- I t r7 � I r T' TUBING P T -� T�' I _ 6 S U G OS __ _ i �- +� , J - I j I _ - - 1� I- _ - ra I�" 1 TI I 1 I - '-1I �r - _ 1�r- 1 `'T _ I � i T- � �- -, r. WITH TOP AP _ - - 1 - r I I { �-I I I I -�{ I I' _ 1/2 PICKET Iii _ _ _ - +--- -�-- ,r - - -1' . -- I ( ` Imo` 1 I I I I rt- Ty ^'I-' --- �- 'ter �� _ 'T I �� i I I TI I 1 I 1 I I - 1 T�1i 1 _1. _ _ _ _ _ _ _ _ __ �_�� T __ +_ - 7`" 1 1 'i I I I-' TI 11 I I I i f r'-I 1 1 1 I �T �' _j t - - - �--1- PSI I r _ �-r I _ UBING POST - _ __ -,�-r-, 6 S UARE T �t Q 1 -1 l I 1 I I - I -I I --i- - I I� - t r -r t � r- I 1 ice' I ^i I - I -1 -L �-'--r - I - 1 -I-raT -r`j ,r �-`- ~T-t - �-r, +T,— �-'-r�T' �,--,7 i- 1 -� 11--r- I _+_11-x1 11 � I 11 1 ' � -��1 � '-'-,-, � I 1 �" �`- L- - - -_ T'�': Tom'- - - 1 � 1T I r.-4 _ - - - -- --i - - - - - -- - - - - - - -1 i - - - - - _ WITH TOP CAP __ - - — -- - _ - _ L� i� �l - - - - -=1 t- 7 ' I - I I I �-1� I �I II _ - - - 1 1 y-~_ �� I_T �. ��_� __ - _ _ stir I t_' - _ _ - TI- 0 71!� r I t� - M -- T T O T T +1 _i - - -- - - - - r-ri —, - t-'-I _ `� - 1 1 r�� -r ��-, `�- Y I-'-T rT 1 I i I i �, _ —, - - - I I I A - - � WIRE CLOTH N INSIDE OF GATE, �,�;- t O O S - �� i�'�r - - - co I I I I _ - n -T I-- - _ _ - �r- TEEL .12 DIA. WIRE 1 2 O.C. L L �-' _- S 0 / "-I I I �I I I� I I � 11 PIP ui rt - f--q - 1` "� I i i I ' 1 1 `i'�l II 1 11 _ - - - - - _ ALVANIZED PAINTED BLAC _ _ _ I � 1 I -- - KRING _ _ -1. _ _ PADLOCK � _ _ ALL _ I --�-j -r i �-I=r --1T , - I - i T F-. 1 1 lu_ ��_ ._ �;__ � �� =a' �. _ M NI H L RAPPROVED f--q _L_ c C O S O i ' -tom--� l-' _ _ „r�� O T TYP 2 _ -- _ - - _ _ - - �L, - - - - - -= - - - -- -- — — - - _ _-�-�-_� _ J _ �-. �---' - - - - -- Imo- Imo- I I I - 1 I _ �. 1 _ - _ _ _ _ _ + - - - - - AR ch �]- - 1 1/2 SQUARE ARE B -r- _r C� Q h 49� Cl) 2 �_t YTI �� I.- I I 1 1 h 1 1 i`ilii � 1- - 1 I i I I I Il ___4 _ - _ _ -1 �'--I -- - ', -- - i -'-rte - ---j' ' , - 1 r _ =1 l -- _L_T 11� -as 1-.-.--a- _t_,-- _ _`-1 _'1_ -- - = - , ---+i - - -�-i i-� I -'-� -t.;-� L. t-T--`- '--7-1- i-'�''-'1= -- - '�-'-`� - - - -- - I-- --, r-f i-' - - -- - - *-1- --�-{- - �` - - - -f--� �7E - - - - - - - - - - - +-r -- - r - - - _-7-- .I1a-.-, = L - - - - - -- FINISH GRADE, - - - - - - - - - - - - - - T, - I I _, -- - - - — — — — — —_ — _— — — - _ i T - - -' _ -I — — — — — — — — — —_—_ — - 0 _ - -� _' _ — -__ - t ~_ -1._ ,_a -III 1 I 1-I 11-111-111-111-1 I 1-III-III-111-I 1- . WIRE CLOTH ON INSIDE OF -: —^ ~ _ _ _ -_-_-_-_-_-_ -_- - - F- V V •,'-•--,--r -._,-1 , lip I TI I ( •I k `. GRADING PLAN I III I° III-III N __ - .___r_,_- t T _ _--_L _ - _ _ I I-!I I-III-III-I!I-III-III-III-III-I I I_I I I-111_1 I !-I I -t _-~ - �-- T - - - I-- ' '- - -1 ---'--- - `-i __! ��_ _ -__ +-`-_ - - '-``-_ - _ -t--± _ __ i_a- .r ,. L�--TJ �_i-T,- _-- _ _ I_L_ - - - - - - - - - - ' - _ ,T�1�1 L .12 DIA WIRE -- T - -- -- --- _ - ----- -- - _ - - - III-III-III-III-III-III-III-III-I -III ° III_ GATE, STEE 0 I - --, - ~I- - 1- -- I -1 iI --;a_. _ -- - - - - - -I, �T __ _ T _�_ _ _ _ _ - T ,- - __ - — _ _a-_ _ - - _ -- _- I _ — — — — 1 I ' 1� I I �l fi' �'I --'1�;- -�-C�rtr T_•__ _ -u.,-t I 'I'I- I T _.I--i I_ _ I I'- I'_I 1 - r� I �i�-- 7 - �_- �_+ � -- __�- ;_ �� ' '-' _ _ >_-,_ _ , _ •I-111-111-111-I�I_I�1-1 11-111-1.11-111-11 I-11 ,L^• 11 - �'-,-t--� - - - 1._....- -- - - _ f 1 -t--.._, '-�I I I �� - - f_,--T�l '�' __ - 1--1 _ ` 111 _ _4 _ _ Y SEE STRUCTURAL - - - - _ - - - - - F-� ' _ - - -- -, - - .I ' 1 � .1 1 1/2 O.C. GALVANIZED & - 7- 1 ; I I = t III-III-III_III-I I1-1I I-III-III-III-III-I I I --�_ _ - - _ -1 _ - - - - - - - - - - - 1 u � -; ' _ - _ - _- -!= - - , j _ _ - -- -III=1I I=III- - - - _ __ ,-� III-II I_I -II I_III_I -I —ice _ . - -_ - - __ - __ _ __ ___ _ _ __ _ __ _i _ _a- - __ _ ENGINEERS DRAWINGS FOR - i . :1 - - - - - - - • I,". •f PAINTED BLACK - - - - - _ - _ 1-_ - --- 1- - 1 1 - __ t T - -- _- - __ _-__ - - - - '�} rrt - r r,y - - - - -- -- �T Yy ' - - T- - - r, ' -I - - -1- _ -,- - -' n - 1 1-I I 1-111-1 I 1-1 I 1-111-111=11 I-111-111 - - - - - - _— -- - - -- - I' 1 1 W �- - -' - -I - =_= ' +�'- �-- - - �- - - FOOTING INFORMATION _111-111-III-I - - 1 - l _ -- - - r_ - —' -_L. ~�_ _ _ _ I III I III-III-I I L- McNICHOLS OR APPROVED EQ. - - - - -- - - - Lam- - --- - f I � I !T. -- - I- - - - - =1 11- -I I II 1 I-I I I—I I I-1 I I �� I-L- ,�_-_, -- -- t lI { - -y�.� _ ' ' _1.,_, li 1�._. --- I'_ 1 _ 't_` -, , - -L 1 11 -,_�_- �, - II _ I , - - . �— --� — - - _ - — y_I, _ - _ -' - --i , =771=: '1. :I• -�- :i � 4 -I -'_F_ _ ' L_ -- �'J-�-- �- -' _j-,,-i-,- - T 4 •-._ �.-. .-- _-��- r,___ -,-' -, - I T ,�I -7 �- �1,. 1- _-lI-_-4 ..L- ..�_it , TI-r •-rr-; - -r-,F_ I 11 I_,-,. --1-1' t- - - t `-i+i r t, -1 ;- t--,-,- -r--r-, -- - - =-� - �i_ �1 - -' L, � _L+T� _ _ rt-� -_ i- �- TTT_ r - -�- -[--,- -'--�I - _ -,-,,- 1 -_ 1. 'l I. I • C) ' TI ".L.�_.I .I f -�T`"{- j I I I. '-I_ 7.-'-I _ 1 --J -�- •- �T _1.,_, 1 _ r` 1 1 ----IT --,- t-tJJ-{ I T-�-,-•--1 ,-I-'�� -T-j-,-i--'- I- --1--1 I I I ' 1 _ i�-� _ I_l.' �- i� T r._�t - , I -�"I� s -t_,.-L_t 1 - ,-•-•_ -i-, -'�-r-~-' 1 - +r- 1-' _j - - --I,+ fir- -- -- - 1�� 1 - --i-�-1 j--1 - -�-YT 1 (-i _(-''_ 1 - x L.1 -' - -- -L- I-t - - - I ' _ _I • 1 ' a I 1 T=i-:-T 1 "l-`! --+"�i �� 1 i r i i 4 -- - I I - - -- - w HEAVY DUTY HINGE j 1 - _ '-�---- - - �-1 '-, _ I I I� I ii- 1 1 - ,-'--h'-r-' - ,' - -- - ,i- -- - ��- -- -- r',- - - - - - -- +- -� _ - 1 �_ - - 1 I I I,� IL I_ t -I� . °. L^ I - '-f-T -� 1� -'-1- !-• _ _ -� t-'-' I I _ _ r��.-:- T ' L �,- ,+ f -t-T-t y - r -,- �- , -----'-I- T� it--i-~ � -r�'� 11-� , '--'+r- ,'�.--- --i-i- , - -- i r_- - -+�-~ I ��---1-I i _,__I ,- � IJI --1-1 - -- i-rt-rt I i�-I I I `1-� f -; f-, r y-i , - - - - J -J-_ ,'-��--1--, --4-� -1-- �+r J ` J-, -- - j-�-+- =�-t' +I -� �J_-+' '_' �rl - -- - - _1:.�, y_--_ .__t '_-!-,--.! ±,-1-� - I-"-'_, - --I- -I-f-r- t '-'- 1T 1 r 1 j ; L, - °-f-- - _ ; PERIMETER TREE AND SHRUB LIST SOUTH FRONTAGE ROAD MEDIAN PLANT LIST lKey Botanical Name Common Name Quantity Size Remarks I Key Botanical Name Common Name Quantity Size Remarks SHRUBS TREES CLp Cotoneaster lucidus Peking Cotoneaster 20 #5 Cont B&B, Plant 24" o c JHw Juniperus horizontalis 'Prince of Wales' Prince of Wales Juniper 18 #5 Cont B&B, Plant 36" o c CG Crataegus crusgalli 'lnermis' Thornless Cockspur Hawthorne 2 2 5" Caliper B&B, Full PMb Pinus mugo 'Big Tuna' Big Tuna Mugo Pine 26 #5 Cont B&B, Plant 30" o c RTs Rhus triloba Three Leaf Sumac 1 1 #5 Cont B&B, Plant 24" o c PP Picea pungens Colorado Spruce 9 10', 12', 14' High Green only, B&B, Full RCs Ribes cereum Squaw Currant 47 #5 Cont B&B, Plant 18" o c LAWN PPb Picea pungens Colorado Spruce 2 20' High Green only, B&B, Full Schizachyrium scopanum Little Blue Stem + 2" & 2 5" Caliper B&B, Full PT Populus tremuloides Quaking Aspen SHRUBS #5 Cont B&B, Plant 60" o.c 4 CS Cornus sencea 'Baileyi' Bailey Red Twig Dogwood 16A JP Juniperus procumbens 'Calgary Carpet' Calgary Carpet Juniper #5 Cont B&B, Full PO Physocarpus monogynus Mountain Ninebark #5 Cont B&B, Full-RTs 0 PF Potentilla fruticosa 'Jackmannii' Jackman's Potentilla 51 #5 Cont B&B, Full 4 0 8-JHw 0 PM Pinus mugo var mughus Dwarf Mugo Pine 84 #5 Cont B&B, Full QZ4000P 0 RB Rosa foefida 'Bicolor' Austrian Copper Rose 42 #5 Cont B&B, Full 0 SN Spiraea nipponica 'Snowmound' Snowmound Spirea #5 Cont B&B, Full 0 SB Spiraea x bumalda 'Froebelii' Froebel Spirea #5 Cont B&B, Full A 4 400'0 121 U 0 0 NOTE ALL LANDSCAPED AREAS TO BE IRRIGATED THE IRRIGATION SYSTEM IS TO BE DESIGN BUILD CONTRACTOR TO PROVIDE U U SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE ARCHITECT SEE SPECIFICATION SECTION 02810 UNDERGROUND IRRIGATION 6-PMb SYSTEMS 400P 22-RCs I40OF -el— 6-4 24 40/00 n,3-PT 8-CLp- _CG 4-PMb 0-PO__4r 20-SN -4.'001, 4 4000' 6-P/O C;--A/C 0�1 OWNER/DEVELOPER `-1 7-PO I�or _�_`l -SN PT 4 VAIL RESORTS 7.IIROVIDE,' R 6AT 11 OlN, 'O f DEVELOPMENT I \-4-PT,LP ANTER 1_JP 573 3-PM, 'A COMPANY -RC — OF AVON,COLORADO 40�1 U 'S 3-PM lDESIGN ARCHITECT II,.0� I.000, __ I-PM, IIIWATER 6- Mb ROOM 6187 4240 IDenver, Colorado IIt 23-SN-_ I-h IARCHITECT OF RECORD 100 -73-M- 9 I GLOVER SMITH BODE,INC OKLAHOMA CITY,OKAAHOMA CIVIL ENGINEER T 00, IiALPINE ENGINEERING,INC IL F VAIL,COLORADO LANDSCAPE ARCHITECT it28-SN IS E GROUP IBURLINGTON,VERMONT --5-PM'2-SN STRUCTURAL ENGINEER 3-SB - ----- -- HAYNES WHALEY ASSOCIATES, 4 3-PIVI L INC 4 SN IIIHOUSTON,TE 8-SB 3-SB t ITvIECHAN1CAL ELECTRICAL -3-SN Fl=t�f-IIL 1_PP PLUMBING ENGINEER 4-PM,' ' DENVER, COLORADO _�7 IINTERIOR DESIGN t 'VlLSON&ASSOCIATES I >)IA 17 DALLAS,T ej, LIFE SAFETY IBCER ENGINEERING INC I �it,2 I ARVADA,COLORADO —4-t2T 10 It IL 3_JP 1P 00o I-3 ' 5-SN I, , " �, V^ t, — — I�—I- — - - i L,- PROJECT NUMBER 05208 X-PP _PM 7, IKo I y P _3-PT: - ISSUE REVISION DATE P 3-i t J L IIfIIy 31 PO FT 1-:8--SN 3-SN\ -3 P 3-P 3-1_PP IEll i2 I -7 >II_PTI 5 PF -6-J P 1 O-SB _1 JP- PT 7 L 7_4 5 7 CS y- -JPl I - - 7-PM 0_%jr, 3 P IIt7 P 8-SB -2-RB- 4' PM /7 PPb 137P'�6 PT-PM�-SN IF I V_�a___ 6 L 6-PT 32—IV—i 0-i P 6.II�7.PT 3-PT 4i P IkB`C 0� 016 REVISION#7 10/19/07 I-T I015 REVISION #6 08/10/07 IL 5 014 REVISION #5 05/04/07 013 REVISION #4 04/12/07 009 PERMITSET 11/17/06 IItW> �7 0 10, 20' 40' F -6-REVIEVVED -BY PLAN ILANDSCAPE PERIMETER 5 -EEBI-6 42008 TREES & SHRUBS 'A P SAFEbuilt Colorado LA-400 p PERIMETER PERENNIAL LIST Key Botanical Name Common Name Quantity Size Remarks PERENNIALS Achillea millefolium 'Moonshine' Moonshine Yarrow 40 #1 Cont Plant 18" o.c AY AM Aquilegia 'McKana Hybrids' Columbine 143 #1 Cont Plant 18" o.c AS Artemisia schmidtiana 'Nana' Silvermound 98 #1 Cont Plant 18" o c AA Aster alpinus Alpine Aster 177 #1 Cont Plant 18" o c DE Delphinium elatum Delphinium 162 #1 Cont Plant 18" o c EP Echinacea purpurea Purple Coneflower 76 #1 Cont Plant 18" o c Gaillardia grandiflora 'Burgundy' Burgundy Blanket Flower 84 #1 Cont Plant 18" o c. GG HE Hemerocallis hybrids Daylily 59 #1 Cont Plant 18" o c. Hosta seiboldiana 41 #1 Cont Plant 18" o c. HO Plaintain Lily Is Iris sibirica Siberian Iris 83 #1 Cont Plant 18" o c Leucanthemum x superbum "Becky" Shasta Daisy 231 #1 Cont Plant 18" o c LS LR Lupinus 'Russell Hybrids' Lupine 248 #1 Cont Plant 18" o c OL Osteospermum 'Lavender Mist' Lavender Mist Sun Daisy 56 #1 Cont Plant 18" o c PA Perovskia atriplicifolia Russian Sage 19 #1 Cont Plant 18" o c RF Rudbeckia filgida 'Goldstrum' Black Eyed Susan 315 #1 Cont Plant 18" o c SX Salvia nemorosa 'Ca radon na' Garden Sage #1 Cont Plant 18" o c 78 U0-0 U GROUND COVERS U 0 oo- -ursi 15 #1 Cont., 15" 0 C Triang Spacfng-(Typ AU Arctostaphylos uva Kinnikfnnick op, Galium odoratum #1 Cont , 15" 0 C Triang Spacing-(Typ GO Sweet Woodruff 51 NNUALS' ---------th PS Phlox subulata Creeping Phlox 173 #1 Cont 15" 0 C Triang Spacing-(Typ VM Periwinkle 52 #1 Cont 15" 0 C Triang Spacing-(Typ Vinca minor V V, 14-LS 22 SOD LAWN ANNUALS .00 AM, 8-GG 11-OL 1 7-LS POA Compressa Canada Bluegrass 4,500 SF 8 E F OWNER/DEVELOPER 7 M 1 b NOTE: ALL LANDSCAPED AREAS TO BE IRRIGATED THE IRRIGATION SYSTEM IS TO BE DESIGN BUILD CONTRACTOR TO PROVIDE VAIL RESORTS AM SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE ARCHITECT. SEE SPECIFICATION SECTION 02810 UNDERGROUND IRRIGATION 18-1 S, 41-FiP' COMPANY P VIE ANNUALS AVON,COLORADO 'BO rER, DESIGN ARCHITECT 00001F 3-HE VM 11-GO U 3::L /' - - Ll F T f4240 WATER SUPPLY -DE -ROOM "11-AM Denver, Colorado L L 5-AA' 6187 27;� R I10-DE >23-RF, ARCHITECT OF RECORD GLOVER SMITH BODE,INC 5-AM ' IOKLAHOMA CITY,OK-LAHOMA 14- fI t CIVIL ENGINEER ALPINE ENGINEERING,INC 8-AA 11-IS VAIL,COLORADO 1 O-LS LANDSCAPE ARCHITECT 6-IS E GROUP '00 BURLINGTON,VERMONT 1-RF \9'AM STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, INC 4 --- -------- - HOUSTON,TEXAS t 13-AA 12-LR MECHANICAL ELECTRICAL 16 . PLUMBING ENGINEER L A I r DENVER,COLORADO U 12-10L E' -HO 13 INTERIOR DESIGN V, M WILSON&ASSOCIATES DALLAS,TX U-LS I8-AA f It)4-IS BCER ENGINEERING INC ARVADA,COLORADO -dE--J 't HE 6'RF PROJECT NUMBER 05208 fitt ISSUE REVISION D E 777 10 L t __EP 12 <RF- S' X b E' 17- 9 LR 19 AM 14-sx 4-PS -OL 8 13-AA 9 DE� ,C 19-PA 7-AM 15-�X 2 1 f'11-GG 7-LS 7-DE L] S -LR 6-LR-5 -DE 8 0_VM 8 f - I - -LR 12-SX 1 O-AM 5 AAA- 8- 9-sx� 8-AAj j6'5-,�,S 1-ZA M, 184 L 7 & -AIVI ")/ - —0 LR 12-AS-- LR QL 'S' 5-A -18 -20-�PS- -LR 814-HO -L% c'14-AM 014 REVISION #5 05/04/07 _j , \\ 013 REVISION#4 04/12/07 009 PERMIT SET 11/17/06 > W, Y 0 10, 20' 40' _R VED -BY LANDSCAPE Ov tv PLAN PERIMETER 10 01 tit Colorado PERENNIALS SAFEbu — — — — — — — — — — - - LA-401 I I - I I -_ - � t- . - - - - I -- - _ - -1 - -I - - - , " 1 1-1 , � � I -_ I - - I _-, - -- I - -1 - I -- - - I - - I , , , I I I , ,,, , I , ,, I I - - � I __ - , - - ,� , �, , I , , - , I - , \�I '/ � , 11 �',� \ , " ,,-,-,,,,,-, , , , �,-,��,-.`-��-,'�4_ 1, I ,N�, " ,i,,��1'1 -I- - - - I - I - - - - _ I --- =�7 !_ " f -" "", -, , - -, I ,_ , 1 '�_ - I - - - - 1\ - - - I " COURTYARD PLANT LIST I 'i ,-i-t- " - - - - - - , 0 - 11 - -.- - -f "I - I -1 //I , /I - - I - - - - - -1 - I - I - " I " "", I �, _' , I I I I - - 1�1 , , I , 1, , � , , ,� , - I I'- I L I j- ,, 1- � - - I - --- - I- - - -_ __� - - , , ,,, -, - ", -,., �, ,- - , - -, __ - - I - 4 � - - I , I I- , i -11 - __�\,\ - I.- 11 r - -- I I- - 11 � I- - .�� _ _ I ,! 1, -I - I - '_ -I - � , - - \ ) X I - - I � i, - , - - \_ -- _� U=1 -i-I - � - _,/,/,/ /,�' - - I I I )J , �, I 1 , - ,I-- IP--' � 1 ) "I ),�,jll ' � - ), I'll - - I- _ r '_ I ( I�,�-/;��-�N� I - . , i t , -:-I I -1 J - � , - I - _',1 �-,,,-�,\�2�`,��,,�,, _,�,""" "",� X "/�,,,,,_'/ ' I - I - , , - - -1 i ----------- � - � - --I, I - - - I - � 1 - - - 1, -- H " - " - ,,,, ,� " - I I I IE7---, � � I- -� , � - - � - - I - - I , - - - -/ ,,�-"-"v ,,�, --- _,�_, I Ic -1 ']I - � - _j " 1, I __ �i- I __ � ,�, ; � __b1n____j_ F - i I/ I � 4 ,,j - I "I , -- -I - - � - - I , - - - -7- , - � 1� , , ,�'," , , , �,,, � 11�_� Key Botanical Name Common Name Quantity Size Remarks )", , - -1 I - - IT, k t -I .11 - A - I I I . L______7 - I �__ 1�� /� I , - . ___., � , I � A - -- - L - - - - - I -- I - : "I � ..--11 , - .I . � I , 1 7 , 1,/�, \� �l-1 '_ - - I - -�- I - - I - I 1, 'I",-, it- I 114"d � I I 1 //I __ I l' f - - I I - - - -L, - -:if "-,-":-"�-,�,,,,,� _� Z . 11 - - _t% _1 - - - - - --L ,,,," _________- , -1,� -,,,, 11 �;�l I 11�"1'11�1 � I - -_- , �-- - -- -_ ,- 7 - - - � I It ]I It i - / -- I I - � j, -- - - � - , -_----.------------ - . �X/,, -_ "�/<�,,\/-, ,\ , X, 11 I I 1\ 11 4. - I - U - I- - - I ,;� -1 r / , � 1:��1�1 14_,� ,, � I I ) rl - - 11 - - L I I, I I , ,��. , � "I , I - - I I � - I " I 1, I � , , - - " � - " t"_---____ - . � - I � - - n - -I - , "-7- -��, - ,�,7�-,�,,,�',' - ______ - - - - ,` - I - - I - - - ----�j"- -_- ,�', " I - " - ,�/, , , TREES I � __ � - - I I - - " I I 1� I - - �_ __ _=� - I - _�� I - - , , ." �, - 11-j-_ " -��, ; 11,111;Ht��,// �,�, I D i F -4 _ _ 4�=� -�_ - -__ I - - - , f - - , , -1*11/ -j -",�, , , ,� , , ,,,�- ,7`,7` ,' \�',-,,',�.� � - - - -, , _ . 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A - I- __�__� - r,�=:7_1 _,L1 , 11 -- - � " � �, �,> " I , �,/ , F, --k- _1L [---- - I ' IN , 1, I - - 11 % _X1^111 � �-�',',, � , ,��,;�',;��,,,��', ,,"',I , � 11 I I , - , _� - - - , � -- - � , , . ,�, - -i_:_-_:__ - - I - - "'L - �� - ,� I I ',�"-,,/",�'/�, ,,,,,� ,,, , lx-�V� I , ",I , � ,_ � � ",,,� "'." , . � I � , 4�-� 3, X,/ "%, I f I - i - rjj_j I 1;,-=q- 1 �q,�- __ , L__1 - � __ - ii 1,i�_ - - __1 �- - I - -1/I I - \ ,��, �,,,<�� / , � � � ,, >, , -, .- - , N�, 3�,Ij ,- I- - - /� L -, - - 11 ".1 ,1,\ �_,-, -,,,_--,�,,�X, I I I I 4,",/."1, "" "��""�/", , �� """ - 1 -5 - - - / -, - , X'-�-�-,,,-x,-�:, �-_-� �,_, / - I - I I - � - - - - I __ I, - - I � - - / - -1 - I - __ - -�/ ,,:/� , ,X"�'%' 1�1�1�1�" ,, , , I I_ I Ll_ J 1__,N�_'_ I I-]' I I - , 11 I - - __ - I -- � I- I \- - �, �,A/�",�',/,'�-W,`, ,X�,X ",,-,-,,,, I 11 � �� , '41� , - I I - , , - � - _�,-�� , ',`�,-�,Y�,"�N� 1, 2 , �� 'I ,I 1�,t"t.im'.�_�t 1 - v- -, r - - --- - - I 1, N I __�', I - _, - ,x",P, IWIlf I / ::�� , - .K_ I , I - , - I - - , i - I ,-, CG Crataegus crusgalli 'Inermis' Thornless Cockspur Hawthorne 12 2.5" Caliper B&B, Full � - i --------__--- - I I -, - I - � , '-" - " , � " , I � T - ; I - - - I - / 11 ___ . ..I-.- I ; - 11 " . , , I , , , - ,� I - - \/ 1�1 1�, ,�,��/�_,,,�,,,,'�,�,,-,,,,,1, I'v ,-,��/, -.',�,-,N,�,, --- - , I I �> - "- ,/ " �,,-,,,,,- ,/,�I , � -�� - - ,,, , I -I - � I - - - - -- " �1>1 11 I I - -------I-- _ 1 4 - - , < -,�' �I -\ � i -, ,-�-_,,,, � I I, 01`�,"�,1�1_1,111'i�,",\ -- , j �� - 11'4, _--] , "' ', ,� �, ' ' 0 , , �' ,/_,\� �\�, L ! I - � - I - / - 1 7= ,,,, V �r I �, - �_�'__ - I i 1�____� �_ �- , -- [ - - -- I I - � r __ - I I - N-1 __ -- - - -±' -�I , I �/,� --< , - �_1J_ - - - I �, \ -1 11 � P , I I I I I I - - - "I >,�, ',�� ,�X � , -, i �,'L�K _K1 - "/j _� , � � ,�, I - - - - ,_ pi-) 1, 'i� - - __ - - I I'll -, / .1 -__- - _ , ,,�` > y,�, , ,,�, "-/--,,,, , f 1� � _� , ,� 7. 1 1 -, I - - - I-r__ - - - - J '1_1�1_�_, '�111��11�/'�/,_,>- ",` " e - ,�-,��,,�,, r ) --:p , / i- - , 9)r - I I __ - _� - � I -- __ � - , W ,,N "",,,, ,� �� / I , , I � , ), ,,LA,�_ -, - , �:) - '� I Ll. I'L j I - - - __ - \ ��= I ;,<"\ -' ' � �)",-,� � ,, \ � - - - - I - - - ��,� ,* 1_1�_, , 11, I I " \ - - - I - --il, I 'N, "I � , 1,,'_ 5/" 1 11 " I - � ,"f I I I I -I - � - - I- - - i 1/ ! " y �, , - - ___ - - -1 I - - �� - , _T==�=� - - , I - � '_ - � \ �=, r,L, ---I -� � � "',",11 r- ,\--, _/_ N�, / , I _�111 -, - - - __ - F - - __ I I � - - __ 11 � I ! _- -- -,- --- - - - - I I ��, - ��-�'5�,Xx/,- ,>,>,Z�I_y , �21XNY'"� � ,,,, 't � , - - - , � I I \', '5� "'X"- N,,��- � - - - , - - --I I i ,::�� ,x", -- �",�\,-�',.'�,,��, �X -I- / , , ,. /\�, , � I'll- I - � - ,- -- ,I - ,= f - , - Z - I- -__ __ I 1('1<10 , - - __ �L-",\\ - , , V ��,� - I - � T,-�iK 0i, - . 11 I— I 4- - - r- I - - - __ t- _'_ Ill � � � I --1 - I - fl , L -, " - I I __ - - - L 1�� - " - -" " - �,,,�, 1-- I"6�1 1, - __ - - I i .,--:q --- -, 1 _ -�;,L_, _�,',I -,"\- P-_ - - - - I - - I - I _�,� - _r , - - �_ � .-----, �1, - - � I - - I _,�Z ,11 - 11 � ,------,,, - - __ I -� - ��_ - �t___�, --- ____ - --- -� - � -,,z- I , - I -V� _71 I r-, ,,-,� 1 - - � - j - 1-1 1 77 - - -1 f= 11 I I � - ..... _= ---i__ -:,V- ,,� / i'll - I- iI - - - ^"�- _�� - - , ��_�_�', I � �k , `4�_�� - �!�� - �,�_� i I - - - - -� - � - __ I - // , ,/�� I�11 _�� - -- 'I / -I - - - _[�_ , _�� I �,�_,I �, I ,11� _,�, - �,,", ,-,, , � - I - PT Populus tremuloides Quaking Aspen 89 2" & 2.5" Caliper B&B, Full X , I ,�,� ) I - I - ,4_\,\,�' - j � - -�� , ,� �`, `\ /1� bii.' - " ,_10_),�'� ,�\,' i / ; - � - f - -_�_rl L- .1 , I I - - &�L�� r U.� � L2��f 0 4,1-7 y 7- , I ,!'-,\ � �7,,,�� F6 1'1 - , -1 �L� -1, - ____ -__ 1, L --L_� �&- ------- �- ---- ------ - I - _V ,�,, I - - A � _,�� - 7 , - - -- , i I, - __1 1111 - I I - -- - - - 1 - - a - - - - --- -- - I . I I � - I- - -1 jr,,�, 11 l , - - ,I - - - - _ _ - - I - - I Z i I _ _ - � - ,;�'� / " , -, , ,\ I 1-1 - ��___ -�:!,a , 1, - I . - / __ i - I __j I �11 _ _1 I - � - - - I - I I� I 1 , �-,- 1�_. , " �\)� I I , L-1 - - - III ff" -1 , , , - I � I # / -�� Ilk - __ I I- ��r -�!'-� -- I �,,I,I �,AHI 11 - I �- , __ - H,- ,J I- - , L,�', j �- - - - I - , - � t � - ME Malus sp. Espalier Espalier Apple - I , /' _�� i 11� �_11 - _L:7'1r� -1 I I -ji _/ il � ; , " - I - - - I t'4�," 1� " L �_� I _�, - - - � - � - -1 I - L � I I - , - - - I -1 � � L-i i, I I�-�,""< 'i - -,_- --- - - I- - -- 1-1 - - - - - - � � - �__ -- - __ - I --- I - - - - --,�, I I - __1 I - - - - I I , -A-- - - - �_i - N - - 'cl, ;,'F- ---__ ,-"i� -i$J_,, - _-_ / � - I - - - -- I I _ _ * V,�,,`-:4''�Z�, / -,<�, , -� - - - - -1 - , � i , 1 -1 ,er,* /, A- / _i _____Lu�_ _,_�__ .,, ., ... , -- _ . .. . _ __ ----------- _ -I----- I - - I I , - , � \.�, - - I I' - I - - ,)\,/ /�,), _� - �� jj �7z I! � __ -�,,� - I " i , - I - - - � _� - -,,-- __ _Y' , - I - - 11 ! 1! , _� I , I " -_I I - V-1 - I -I - --- I - - I , 'I', - - - � - / ,\ f�[' - - I - __ - , I , , >,, ---, - - L I I - - �, "I -I , I - / ,/_\� - , 1 4 1 1 �, � � ��_,,� I - - � - - - - I - I I -, � - /, - I! "i It IY X -, 1_,� I - - - t -M�j I - - - - � - - - - , - I � . � � q I - - - I - � ,_ - I 1111 - � , - - , I - - - I - In- I �1_ _� � - I I - I 1 _ _ t 1: � - - - - , I - I - , - - - - I I'- 4)r/,7T-\, [if � - - I I ,�'!L�AZ_ - IV-- ,_LL -i I - . __ 11�I, ,,- I I � - - - I -__ - - - I / , � __ - � - � - I I � - ---: -j - - �- J � � - � , - - r___ �, - I SHRUBS , -e-" '�/ - - - I I I I � �';t-,l - - 4 - -�,,, __ - __L�: I , 1, L, ,,' .-', )' - I , 'd ,t�,-:'i 11 C_-�� - - , I - 1. ,1 , - - , ,__:� _,- ��,__,', � � - I I � _____ - 1H____ _ ___ " - , - " �,_ J� ,--/, � ,,-�- -, - I � I " r 1,J I __ I i - I - 1 .I 1Z - -I � _; ,t�,,�� I - I , -1 - , , � � __, : - -4 1 - � W ____ - 1'� �V, , I I I -�, � / - - -------,-- ---, ____ =1i - _--l' --,----,---- - ,--T- -------�-------, - � 1 d, I -1 I I I , , ,,, -7, - - 1 I , ", - f�,_ _� - 1j, - -��=� - - r -, _ - - -",--, I ____-1 I __ �,_ ��,,j _?11 - ,� I - N - � T - I --,.,I.-- - I� - , ,�,- vl�- k - _ - � 11 0 BM Buxus microphylla 'Wintergreen' Wintergreen Boxwood 62 A #5 Cont. B&B, Plant 30" o.c. - - 11 N I� I I __ ,� .�-7 - i i T- -1� I � --- I -r-1 - 4 - " 1 - - I - I � � IL-L L_ ,_ I I - -, � � ��, - � - I I --- I L/__j -, -______ - - - - I I I I - I I ___-] , , A�I - - ji,-,- -- '. 4 -." , � I I - __ I - J- ---� - � --l- - I_11_1�:!,__r��_l -, - ,,__,.__ . - ----I - ----�--- �- -- 1 ___ ___- - ___ =-- - i 1� __ __ - --- I i - - - - � 1� I fT I [� - - .-1 , '' 1- il - - 173 � IZZ, 1;v�!I � I [__ I I , -11,� ,::5___ff -- -1 r - - - - I � - -1 ��" I F___.11 - -----=- __ --- 77-7 I ii __ � �L-,,`_, ___ - - - __ - Z - I - - - 1 "��4 - 4 I' I __I r I ---_-__T� -- , , 1 JF �,_�� -------- -'-----I - ,_ - " L_ 'i - - - I . i , 1' _1 I . _]=� _L��!__,,__�_,C�== - ;I,. I I - ir,� 1 -I --F , - I - - - L - , � I I I /III I I—-------- - -'- 'I I I I -1 I i - - - - I - - j__-_J , I i t ___ - I - , - I __[1 -I- 11,I,- I �� I - I 'Ac- I 1-i - - - - I - - - - I _`1 I - __ [ i -1, i[\\ - I --� - - I - - - I I � � � �� I - - - - In 1'� - - - ,� I 1� l,,,::1 - I - - - IF 0- I - , 4 " - � - - ll� - 1_' - I I - I'[ I I , - I 1 7 '\ 11 __ �=1,__1',,1_ri!�_ ___1F - ,-- - __ I I - I - , - I - .=7 71 ,a,_ 1, -, ,- - __ i - I - __-;",t/l/ -I 11[ - 'I lt_:;:��l -_ - , I ]L___LrL�E�41 'F I � f � I I- �11, <, I I I ,,, , t � - -I 1, j ,;:! \ - -��,_H I I�- - I I - - 'I, 4�� TX Taxus x media 'Dark Green Spreader Yew 8 #5 Cont. B&B, Full �! ___l ! i 11 ) - __ I - __ - F ---------- I I U�. - R , 'I I , / '\, 1 i I - I 11 "I . i 11` , , , / -1 4 1, I f�-- �Ijj r-"T 1-1 ____ , - I'k,, ,�--,' 1, - - ,-- 0 RA Ribes alpinum Alpine Currant , , - _j ;: �,l , jl� 1 ffT - � - 1-1 Ll 11 #5 Cont. B&B, Full T_E�-, li,J d I /, I , " , � i "I , (O - , - ',� - - - - - -- - -_ --I., I ,� ,I ', . t., - I I = - j,,__E_1/1�j - I , I I - I - - - I _j _!-=_�-� I L-1-11-1.- 1� 11 I , i - - I I I - - I - � - - - - - I - I - - ---I . - - , I - - - I I I 1, , - �1'1! i , - - __ - - - 1i -- " - ; - - "I 't, - - - - - I I - - 1: N - - - I I � ,1_ ,-,' - -cr-- V I I - - - - , - -- I I - I - ,;� ; - - 1:11- \ I,,,,,- , - , T--�_--11 I i- s-,-- -"- I � - _3 I , I - - , - - - 11L _,_j I i It " , L"1- - ,F i - - ,r- I - - - - __ I __ _,--I,-__�___ __,J I � - - _� I , ___, - - I L------ L-------,--------- I -1 - - I I - illl: _1 I - 11 I I t � R ,�, jl--- __ __ '. -� - - - - - �____ ___ ----�, __ ----.If-------T_ -7--- - I I � / - - - - __.____j 1 L_' III, ___ - - _,�_��, " I" - F __ " ---I / __ __ - I - T -__ ---I � ,, i 11 I I - Z I , - � I --- ---,,-=,,--- 3, -- H- - I - 417---- - I � I � , f _fi(1,C4____, 41"I u� I I I 1--4 - 1, - - 11 q,", 0, 1�,,,�,,,�ill ,J� I', -f - - � , , , -1 -) " , , 11 __ , "11 -1 i , _� - __,_1)______ __ /� , , , I r- I , I - - I- ` 1 - i 0,�� , - - -_/ - - i i - - I ,�Lli ,,,, 'I --1 �=-1-1 - - [I - - - I I I - - I - - C_ i � I � - ____�,_!�_ _j I � I I - - - i 1`1 I,'-'i I ,-,-ill F__ ' I- ___ , -- - __ r-___i I - __ � - [, i� -\,\,�, _� - 'i,J - ,-- - , _ 1 � L L��_,,/ �L_, I __�`j'____1 I 11 / "�L , 1` ,�_ -3 __ /, - I I ly ,,rl , / I � I t, f - 4 1 i - i 11' I - I I 1.-(:?_--_( � � "-,- --I__ ,!,, _\ 1 "," r, -__r__ . - - - - I - L , _- 1� V I I - -- � I I - I L__T=__T � --,-- - � C ,ZI- � - - i"! --, 1, it,- - I I - 11 I I I , "' -,L--'- � 11 ___. 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"I _)L 2i" I , I --- _j .�l'0 I � i e,� I "-, , --T I !( - __� -I/ � I � - - I I I I ,-:�D I F; � � , 4_�� - � - T, - I I I i , ;_�_�l - I ,�_l " - - I - - I - - I - - -- w - - � i - - _� lj I - I I I - - f I t - 11�-,�'j , - - t��1"11\ � I- - I - I - - I - _1-__ 1 I H- I � - __ - L_ 11 __ - - I I 1�� ,- - - - �"17 -1 - - I 1. I - - �______ - - - - �,�_ - __ -1 i I 11 - ,/ - - - - - -------4 11 - I t_1 t V, .'i", � __ - - - I - �_ 1 j - -, , It Ili - I - � I 1i - � __ - fl - - I - - - I I - I I - I I- - _r - - - - - - - 4-- __ - � I - ___L�:: I ____1 I I rz-�,�r-� ll�,,�! I _____1 - 4____1 1 - / - I - � - � = Funq �> - 11 tz�ll ---- - - I J'� - - i jl,�, I _7q1 , - IHI ��i _=1L, _=� - `I --,I � ,=�---;- __ - I - I �i, - ------,I -----------I , -��,_ __�_ I 1 ,7- I - ----j I I - ___��,L_�__i__ -. I ly-11 I - - I / -- ` L-_=_7�,� ,I -� " I. 1 1 1 I - -�-_,l L---- -1 _-I-___ _______j -1 _____ _1�1 -_', T_ = 1 - I i I - - - I I .,�- - I , - , " j '\ , I - \ "_,L-�-��:�,L""-----��-�-�--��', 1 - - -_ ]1 11 �t_ 11 " 1, - - 'Ir ��_, I :T,f�7 -- _Pt,-1_- lL' �,11 i \\ I - - V ,�� AM Aquilegia 'McKana Hybrids' Columbine 83 #1 Cont. Plant 18" o.c. I Z - - :j P -- i , I ii ,�,,J,% , --- I I - 11 i I�Ell \ - � - -- / - ,,,/ I - I - i F:, tj - H - I I , -- , 11 __ il 1, ,_j -- - ,_ I I - I i I ! I - I I I I 11 u I --i �___ _- 1,--4 - - - -1 It - �� ,�i_'�,- j I I \ - - - - - �f 1- ,�4[ - - \ ---d,,! - - _______�Z= I - , ,� I I ,Ll F-i I � \ -, - - - , - , �1�I q," I �,--A - __ I ! , ji - - i I ( - I-- ______ __ __ - --- I- -_-M - - - � �, I AS Artemisia schmidtiana'Nana' Silvermound 70 #1 Cont Plant 18" o.c. 0 ! , I _-" __ I - - , ) - - I - - / ,�,I=-=__j � J_� -__ - - - - __ � " - , - 1�= - - I I- - , �_ I - -- �_ -1 - __ - IF I I -Er--- I � � - =_ - I j , - - I - I 1� __ - ! - �_LS�li `i� - L�____:�� - - r -_ I - _� - __1 - 11 I - __ ,1_, -41!� I Ij I I r -7- - I I - 1� . I , - I , I -l", 1, ji� - i, - - f I, - - I—-1 - - i - I -j \� - . � __L_ I - Alpine Aster 104 ,� - - - � - - - 1 , _ � __ I- 11 - I I ____� I � I,I � : - -, I I- , ---. -- - - 1 / - , - I I - , - - - I - ____ I - - - I J� AA Aster alpinus #1 Cont. Plant 18" o.c. I - - - - - - - � �_ I I -1 - -1 � , � - - � - i __ - _ ! -,-==11 I 11 - - - 7 - I _ _j � I __�, I - - - 4 I - I I - -,!� 'n 2 W - - -I,--- - I � I � - - - - - 11 i, -_�,1 - / - 11- - - - - - I - n - - ,. ! ,_ - - - , � - � I - - - =-=:-� �----'l-- - I t , 1, ;��, - - - � I - - , - ,�', I 11 I - I - 11 I - - . � I - 11 - - ____]I - __ I I - - , - I G_ - - - -Ili - ! - - f - __ - - - _____�__ __`1 - _1 - - - I I EP Echinacea purpurea Purple Coneflower 138 #1 Cont. Plant 18" o.c. - - . - � - - - - - - - - - - - - jl`,-_-�-19 - I - I f - - - - I - - - I __ - __I U W 5 - __ � , - "- 1\ - " 1 - - - :l I - - - 1, __ - - - I - - �,,J,,11 - - - - - � __ - � , - It - [�", / - I - � - / _--�l - - - - I I - - - - I -- - rj, --Fi --i -J", I - "I , ___ , 1, , I' I- - I I Ili- - ,-,I - - .� - \ - I - � I I i1fl -V_ Z, � � - \� - - - ,U) I - _____ 4- - - - ,i,- - I - 'I[ 'I I C�r--,jjj I - -1 - - - - - __ - - - i - - - - I - , I .14 - � - - -- -- -- - - - - - - - I 11 I - - - - - , �,, . I - -- I I - - - =71. - - - - - - I � GG Gaillardia grandiflora 'Burgundy' Burgundy Blanket Flower 49 #1 Cont. Plant 18" o.c. �4 "I I __I,- __ - __ - f - - - , 11 � L_ :;��f- , I - - , - __ - L -I - -1 --_tP �=_?1�-1 I - - � - - I P 'I- - - v I �,__51_- -11 -, --� - i -1 - I Ili-, - , - - 11 - - - - i - - / I I - - - - - - - r, - � I - - I - - - - 11 I I, , , I !:_�_ __�_ f . I - I -I 11 I,, - - - i i I - - 01 , - - I - I I - I - -i - - -S - - - , i - , ,17_7 1`7 - ! I tl�'r "\ 11 __ - I - - � � - - -- I � - L_ - - - - � - i 1 ,7 _. -1 y- I I ll�' - �, , -- __ - - ,,,, , I -- ,�� - -1 -it - I ii I _ I I - - --- - - - -I - - - I I _.- I- ..___t____� i - - - __ --- I AT - I � �- Z t - �F I - _i�t=� ------1 -__._=l - ---- ,,___. h \ , it-_,� I I _d - I _)_ - i -, ,� - I—. I �, j i,,- - I HO Hosta seiboldiana 'Elegans Blue Giant' Plaintain Lily 117 #1 Cont. Plant 18" o.c. 6 -_ � , -q -, ,X, l - / " I ,, - - I 1 �i - -- - , ]'--- tIt-Z - - 1 - - - - � - - , -- - - , f-, - - � I - I ,- i I� - -- I i- ,I[ i , I - �__ - __ � 111 � � - 11 -1 1! 11,I � __I ft ,f,_�-� 't-, U - 4", _& j__j_j - - . - - __ � - � -1 - __ - - - - __ - - �I -� - I - - - - - , , - - 1,, , I - '_- - - - I - I - - -� -- I- = - -- - I, �- - - I - - I - __ , , 11 L_ I� � ,1, - I I __ - - I ?11�r - - - - I il, 't - , - j,t�": ;�6,'_, , - - - " - _ . - _� I 11:7�1 - - - 11 i - L _ HA Hosta ventricosa 79 - - - - - � - I ., "[ - �/,__ - li I I'll - I,--------- I - __ I - - I - - - - ) - __ - - - - -, 1, - I - - - I Hosta #1 Cont. Plant 18" o.c. , I - - � -_ - \_J11 I - - - - I I, - __�_I L__� I - - 1- � , �, ,,-',I _j - � __ JH - - - � I � 4 Li - 1, - - I -1 ,I ,-,-, J_ 1-1 I - - - � il - __ - - -it- - I � - - - j - , - - 11 ,I�Vll - � - - - - -,.-- __,_ , - - -_ - H 4 ^ T - ,, I'_ �J,t�� ,j - , H--�- - - - i I - - - I I �!L_ I I L_ - - 3-AM - - _____ - -E, _�� - - - i-1, - 11"IL , -i -j- - - 11 � It - - t � _ 7 - - - - - - i it i - __ I - -i - - - - I - - - __ - N U 0 - ___,�__� -1 J - - I- d - - I - JI , �__ - - ___ IL4 - - - - I-q - - - - - __ - I - 1 -1 __ __j I - __ I �_ I - __ 1-4 1� - f - - � �_ I - - I- -1- - - z. -,- - Is Iris sibirica Siberian Iris 130 #1 Cont. Plant 18" o.c. 04 It" - - \ - - - - - - � - - - - , , � . j I � - - - - - - - - �_ I - __ - II - \1- - - - - ---- -- - - - I , - - � - __ - - _� - , I - - - � I - - - __ - -_- _!� - - I I ; _f____i�_i -t __- 1-=_ __ , - - 11 I I --_-_- _-r-j.., 4,Yj, - - I 7 __ - I I - - , - ,I I __ - _11i � - I - 18-15 1 - ,I _____ - �� I i - _ __ I - ;z - -1 ' ' I - __ - -1 � - - - �, - 1 I - I i 6' ---- P" � - �, _ I ll , ___ - - 11�, I I - -- - � - I- . ______i - = -I----I - - - � i - Z,4 1 - - - 1 �� - - 23-L - 1 LR - � - -11 - -1 - - - - __ it I I - - - Ay - I - - I , I " -"- - �,_ i-1 " i�F� - = I 1� , - - I - - I � 1'i I" . 1P11 1,I, - R - - L , I - - I Ll I' - -- I - - - -I- , - I I - I - / -if; - , -_', - I I i - ___ 11 I , �_/ - ll=::L�� - � I . I` LA Lavandula angustifolia 'Hidcote' Lavender , ,, 0A #1 Cont. Plant 18" o.c. �> I'll E , �t - I I _ _ I - - ____ __ - , � __ I I t, I I __ __ �A I - i - t,�jk: - - H -_ 1 W -_ - __ --I f Y-f-- 1�_jl Lj - �, - i - - - - - - I - __ - I- -1 - I - - I __ __ _j It Ill - - - - i , _LM � ---'- - Leucanthemum x superburn "Becky" Shasta Daisy 134 Jill - J_ �___u _x__45 I N -- T'l,L_j ,��, - � i H __ - - - I - ff - -1 I I 1 13 - �� _4 � - - __ __ --- - - , _ - I, - i- - - - '_ - - - �_�_ - � .1 I I ,I - 'L I'l � , - ; �'/ f ("i",, - I - . . - .I- - - - - - ll - , i -1 - I -EP LS #1 Cont. Plant 18" o c. 9 P _____� - �,�T\,_l I �rll�_i____J__�, I � - fr -- i,L��_�-�,'L--�____I-1 - U_�_J,__, - - T I I � - - i L - - - __- � - - ! �, I - - - - - - 0 � -L , I I il 10-ls- - -- - - - . - I _\- - j" � � - I -=11' . ��- - -7i! jL __ i ;;; 11 J - - � � � ---I- - __ I .�-,;,�i -1 - - __ fr'l; 16 - ___, j,,I - 9� __�f7il-LL -,_� - I � I - 1, 6 1 - - - - __ - �, - __ - - - - __ - i I � I t, � - ___ - ___ - - - I-- F-1 - � - - - - � -1 - - � - -1 ___1_1 . - 1: 1 - I - - _1 � 9-EP -,- Ll Liatris spicata 'Floristan White' Gayfeather #1 Cont. Plant 18" o c. 11--al - - - - - I I - I 1_:�j I �jl - - - - � � W - - - - - - - - Li-i- - I - - � - - -- - - - - - - ,_ I - --- - - ,-- - I I - - I I � , - __ - i + =�l -7 LR Lupinus 'Russell Hybrids' Lupine 125 #1 Cont. Plant 18" o c. - - __ - - I - I __ __±!� - 14 - - - - -_ - -- -- ll - - - _ -_ - - - - - -,-I]- - - I- -_ --- - - I! - 1 I I I � -HO --- - - - - - - - - -A, , , ," 'i I 1 -T�,71� ,I " - - - - - � ,,,, - I - - A, S -q- t, - V) I - - __ � __ 7 , I I - 1 � - - - -__ - __ - - _ _ _ I- I - __ - - - V, - - - - - I _1 ,I - _ _ - 1-1 - - � _L_L-� - - - I - __ _ - i __ - -1 NE Nepeta x fussenii 'Six Hills Gianf Catmint 86 #1 Cont. Plant 18" o.c. - � - - - - - It. � ' ' I ' l - F�1, __ - � - __ - - __ - - - --- - � I --- -1 , - -- - __ 1 #8m. *"41A � - --I - Z ;4 - I - __ - __1 I-- I 1p, -1 1 -1 - - _ - , I I- I I � �__ � - - - I - __ - _��___� - ,_ ___� - __ - 0:� - - _��_ ____ - - - -- - -1 , - - r- --I - - - I I I I I I I � � - - - - - - I - - - _ _ � = - - - -, - __1 - - - - r ==,-, - - - � �_ _______ - - - I __ - - - - - 11 - I - - I -11 _ _ � - - 11 _ _ - - . - ,ill I � - - - __ - - - i _ _ I � - 1---------,- ---- __ - - , -- I � - I I - � - i �,.� I - I I - ,i F I - - �"_ - - - - -,-f - - __11 I _� ___ , ! k�l - - - , I - -, I _-- �IT I [I- � I - - - - - OL Osteospermum 'Lavender Mist' Lavender Mist Sun Daisy 128 #1 Cont. Plant 18" o.c. - - I I � - - -- - - - - - 98 - , , ,��' ��'11 ___,__-. I __- - -I"�� I - - - I � i - 'i - I - I - I - _- , __ - - __ - __ , 'A -I - - - - - - I - I I RA - I I I , j - - � ( I - _ _ � - - __ __ - - _ _ I - - -1-1 4 , - I- - - '_,�,; Sx Salvia nemorosa 'Caradonna' Garden Sage #1 Cont. Plant 18" o.c. J11 �* g , , , o 1, - ----I-_ I - __ � I - \ - , I - I L __ :�.l -- - - I - 1 - -11 � , : Ili - - - / I % - - ` �� I - ,- - - � I , --- � - -, -,__ + F� - I I - , - - , �__ - __ __ - � _ - - - - I - , - � I � . -1 I I < __ 1 F_K� � - - r - 1_1 - I - I - - I -- - - - - I - - - - __- I I I - - / � 1�- - - L-,i __ -�__ - I 1--i 71 " ��) , - I , - -, I ��- j - - - - - - -- - \ I - I 13 - � = ' 1. - - I - I / - - - - I - I _ � z__ - Fl_]��,, i - - _ _ - � , 1,- - I - I - -, - --- I - __ - ,_ , - - - t - - - --- __ � - _ If - - � _ �_ =--� lil� GROUND COVERS - - - - I -1 - - - ; , � - - - --- ---lit= - - - - - �, I , - - I - - I - I I ,11 ,,WE,:1, 1 F� I I - - - __ - � - - - I T __ , I - , � -- - I - - � L-7 - __, __j- - [ -_(__,::11 U � I - I i " - � - .,I _J�_ - - I - ___:= I --- - � � - - I - - - - � I - I 11 - - -1 I -I I- - �� I I - I - - - __ - -- � -- I -I-�_ I - � - - 1 _:_�7___�If I Z__1 - - - . _T_. - - - - - I I -- - \ __I I - - � - I i r I �11� -7 . � - 1+ - - - -- � , I - , I __ � - - - __-- I I - I- Il -- 11, - -- � - - - -- - ---- - - -- � - __ - A -- _.,L� __ - - I " I- - -- - 'l, + . - __ - V_ - - I " 11 - � - - - I -� - i __� - - - - I I � - f - I . - I U L-, , - I __ I - - - - __- I I'll - I - I �� ... -- I � -F-I__ -1 -- - - - I - - __ - --- 1�j _ _ I - - L211--_�_�__ I- - - A .T::1` , , , I 11 I I __ - -, __ - - � - I - I I -_____-- - - - � - W I 1;t_ - 171�7_1 I i - - , I __ - _� I "_,I - - - � - L -I - - - - - __ ,_ . - . 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HLOPH - � - 1� i�1 , I - - I -1, L r_ j � " - - I - - I C=) I , � � _��, - I L_-______=_ _________ P - I I I i - - - I - - I - - i F I . b - - - - - - __ -__ - �_ ________________ - - , � - - - - - I - ___ - - -L .. - "J[ I - - I - .. - I I - 1-i I , - - e I - I I - - - - - II-1-i - I - - - - -�El,--0,r,T i I __11 - - - - � � - __ � I - - - - � - - I d 11 11 I ..... - - - - I � - - - - I - - __1 i I I I I ` - - - I � .i ,�, -, - - - 1 - - I - I ) t - L_ - 1��_j_, - __ - - - _t I - 11 - - __- - � - __ - � _ _ - --- __ _j, - - i 1", - � - ____ L A I - - - - I I I k I + T I F-1 I- - -I - __ - - - -- I - - -.1 i I - PS Phlox subulata 'Blue Eyes' Creeping Phlox 128 #1 Cont., 15" O.C. Triang. Spacing-(Typ.) - - __ 1_ - ___ I - i - 1� r I a-- L - ��,� - �. - - -, I I - I - 11�I I - ,_ - - IE I I _T Fill t -_[T�l I- 4 � - , -1 --- ------'---TT-7,--1-r--------- - - -1 , J! I - - - - L - � - � �;4 1 - I -.� , - - - - - , - - - , I - -f-,-,---__ - _::] I - - - - I - - - I 1'� , ii�,,_In I I , 4 / 7- , I � I i - ,Z , if : - - � - r ---- 7 I - I - '_ - - - I - - - - I - I - � -- I E - / I- �] r I I V_L�LL4_L�l 11_� -I - - � �- � - - - - - �- - Z , L__ - I- - _� - -- , L], I -, - - J-1 - - - I L - _L � I - - - -1 - r-,-, VINES COMPANY ,V_ _'_1 I , 11tj"j I __ - I I - I 11-1-L11-1 � - - I __1 I - I - - - - - I . - - - - . , - 4 j / I I!F-__�1' I - I - 11, --H I I - - � - - - I ,f - - - - - I � - _ � !I- I[! - � - -- - - 1, - __ . I- - I - - - I I I I -- - + :I- __i - - - j 1'�<! �V()N,coj�()R,U)() I, I 1� , I I __ - - - � - I - - I - - __ - - I I il-I - I - I I`_;�� - __ -11 I I - I/ i-I j - ____-_---- - �, ___ I 1 ____�_p_L I_i__J- ---- - � i�i- 1�1__,___l .. -�. . . r - ___�_ , �" �_ - � I I I I T g,__ 17 ,I':-_ --___1 I =tL_-` ,I,-I - - I - - _T i-r�i I - ;I--------,- ___ ____-i L_11-1. I I I - I- �, -I ,,1i - I F-- 3 I 11"I' - == �____- - ------ I I _L - IT'r iff- .1 I - - - - - - I j - -I ll:A - - - [_E5R14,T I -1 � __ ema is arow arr ar ow arr em is on . I - T - - JL In_ %�___l V/ '- - - - - - I , -,I J-D, N - - - H �;;Ilj�l- - I a� �, ' '-1--'44 rj4 T LrL I-L--'7 -1 � ,10: , - � - if- DhSIGN ,W HITUCT - _L I - - ,,, ,I -J, � I I I "I - il - - T-, I 7�11 F j , I - I ,_� , - - ___11 I - I I - I - �- - I T_ . - �A - 4 ( T - - I - 3�!_�u -A L-111--l-11 I I -- - I i - I . ._�r _T , 7 -111 - _r I L___11_ - I - -1 2: I . - I - I I ; I I . : 11 - I � - - I __A'S` - - 4 I- -Gi . - I T_ I . - I , I -- 1 4 / Lpf r _,�� - I - - __---- -I - - I- - i I CV Crocus vernus Crocus 76 Bulbs, Plant 6" o.c. Plant in clumps of 5 or 7 J! �, I - - ,_ - I - I LF4 � - I - - - � I I T - . rr _:� 11 � I I I i,(. ,:� I r I - ----,------, I .� _ 11 4-:_ - --- , � I I I 11 - I - - ,------ -I I - - - � - --- � __��,_', �__ - -��_,_,'I-I t __ _� P I � I T-1 1, , -i_,_ 1�1,� -_ T_; . - _� - ---- ---.----- , I�--- 1 I - - - I q�,Isl , - . 11 T - I . I L 1�ILL ,T I T I i, �-1L,F,T Hl"", I - - 11 ___�, i'lL �_--___I,--------------___ ------J,�j DF Narcissus 'Giante Yellow Trumpef Daffidils 260 Bulbs, Plant 6" o.c. Plant in clumps of 10 - - I � - _L " I I �I'll I � I I - i ,I 11 f IU�l �,lf o,�i��F, :::�,,,, --------- P'- ----I- ----,---- _4 I"'.__ __ �j __ I - I I - I I - ,.� - i _,,�,LL,,,,,-'tu0;A"�L,-, - k, ,____________ I - I Tulips Bulbs, Plant 6" o.c. Plant in clumps of 10 a - � I I - I I TU Tulipa pulchella 312 - - � - I - - �__ -1 ,11 /�,,,_,_Ai __ - - - I - I I I I ,��!_ - - I 11 -1 I � I I I _-_ I I I enver, o orado "I - � I - - - I � ___ - + + I -Y I � t - - I - - I I - - 1% I __ ��, - - - I f - , I)= - - - I , 11 fill - I ,I.J1 - _- - - - 4_� __1 1, -11 11 � , -:�---�,�--J,l-�,,'�,',�--, !-.--,-'-' -,- --,7- " - I I - - I - 1 '4 11 11 - - -C-I - -�, '1� � I " I - I - -__- I - -I . ". 1�$ 1_�-,h",7- � - - - - - 4 1� I ', , I�Itl �7__,/1_! � ,_`� I I - - - -, - ,_11 , _� - -, , - - - , - --, -i"Cc,"�-, , -" ___r__1 - _j, - - , - - - -f - -, , 1 �� - SOD LAWN - - - _-___j - - - -,_',-,4A�--__:,�,�!�Le,,,�,-�,,�,�:-,�_'�%,,,'-��_ . - ---I _,,� _,_ �,y ,,jz�, ��j.�� I ,, I - - - " 11, j I - - - - , - - - __7 r__"__,__________ ____ y,-, �" � I - -:-- 155 , _i / 1- - � - , - . - "", 1--i 11 I__I I - I Z I j - . - - I J� - - - - - ! I -- li - I - I - -1 7- 1 rl� - � - 7�:, It" - - - - , I � I - , � - � - � - - _Rl . i _-, __ I �_ - - 11 __ - - I 11 -15 ,�,", - I - - - - � '' - - "'i - - - - I U I 1�, __ - �RCHITHCT 01- RhCORD � - -1 �� 61, .- � .. 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Ul"INH HNGINHHRING,INC ,I - -L! ,-- - - :� 1� '41�, / I , I -I I - - � I I � ��J - I - + . I , /�' S�,IMA,5�11, �1 E7 �, __11 ,, I I -- � - - �41 - '- I I Y\, - I �� __ I - I - I ___;�-I---- -__11/ �� -,,, -,I- __-I------ I - ,�,) � 1� , __�, __ I � - zl� I.` - -- __- _ - VUL,( OLORM)0 - -1 V :_ -, -,"1 __ ___ __ - ----- ' ' - I - , �1�,,I, - r y l,/� " , , - - I -- - ,it - , - _F � �1�-I - ,��, , � ),1� ..1::->j ,�""/, I r) - I - - - I - "0I," - ___ __-__ ---__-_____-�--_________�--- -__ ---- - --1; - '�_ __�_ - T, - - I � 1-11 1--l--I e;- -- _ - \ ,,,, IT -1-1 - -! NOTE: ALL LANDSCAPED AREAS TO BE IRRIGATED THE IRRIGATION SYSTEM IS TO BE DESIGN BUILD CONTRACTOR TO PROVIDE - I i; ___1_1 __1_______1 -1 __ - � I � I- >__�'-,_ ,,�-4_�,� I I 11�_ , I I I -I I ,, � 1�_I�T �P - - '-, ,t->,-4,--��- l�,- Y,- I I" -1 1. ��,,,-,,-5,",-I-,,,- ,_ ---- - . ,�,, I '1/ - I - . � I I I - I -, ,_L=_1 - - 11 I +)" ,, -,-,- �.'N 1, /" . 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C PLANT SPACING PLANT CENTER NOTE' EXAMINE ENTIRE TREE AND REMOVE A D PLANT ROW ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE + D + GIRDLING ALL EQUAL OR SURROUNDING SOIL SHOULD NOT D D AS SHOWN ON EXCEED 80% COMPACTION, DRAINAGE A PLANTING PLAN WILL BE REQUIRED IF COMPACTED D SOILS ARE PRESENT NYLON STRAPS, SEE SPECS TOP OF ROOTBALL TO BE PLACED AT NUMBER OF SAME LEVEL THAT IT WAS GROWN SPACING"D" ROW"A" PLANTS/SQ FT IN NURSERTY. SLIGHT ROOT FLARE SHOULD 510 c 51 96" 004 FASTEN STRAPS BELOW POINT OF BE EVIDENT. 4'0 C 41 52" 007 MAJOR BRANCHING OR TO MAJOR Z 36"0 C 31 20" 012 OUTSIDE TRUNK. 2" WELL COMPOSTED BARK MULCH 30"0 C 26 00" 018 2 1" HARDWOOD STAKES. ALIGN CUT AND REMOVE BURLAP 24"0C 2076" 028 2 TREE UPLIGHT, SEE LIGHTING PLAN STAKES PARALLEL W/ ROAD/WALKS FROM ROOTBALL 11 NOTE QUANTITY OF SHRUBS AND SPACING OR PARALLEL W/ DIRECTION OF I®•t SEE ARCH. DRAWINGS FOR AS NOTED IN PLANTING SCHEDULE PREVAILING WIND RE DETAIL C/LA-403 PLANT MIX 0 WALL DETAIL ALL STAKES TO BE CONSISTENT. - 3 PARTS NATIVE SOIL �y FINISH GRADE TEMPORARY WATERING BASIN - 1 PART WELL COMPOSTED COW MANURE PRE-CAST CONCRETE PLANTER f— FINISH GRADE �`j �•T� � W/ RESEVOIR SYSTEM MULCH, AS SPECIFIED - MODEL: TF4305 CARGILL PLANTER W ~ i�i��i BREAK APART EDGE OF EXCAVATION r`'�" - "I ( FILTER FABRIC V W/ SHOVEL AND BLEND PLANT MIX 1'-0 ;�� '��.> ,....5 GRAVEL Z a WAUSAU TILE 1-800-388-8728 W o .�i\\�i SHRUB ROOTBALL MIN fw�,�, ° + - ( ) W ,� �\/j\ W/ EXISTING SOIL TO PROVIDE - OR APPROVED EQUAL � \\� — - \\ TRANSITION TO UNDISTURBED GRADE — 4 PERFORATED PIPE WHERE �/ y PLANTING MIX APPLICABLE. PERFORATIONS I�f ELEC. CONDUIT FOR TREE UPLIGHTS iii \ice\�� \�� \��\��\i�\ \�� , AS SPECIFIED LAID DOWN UNDER DRAIN 1� (SEE ELEC SHEET E.10 1.3) ��\i��\i�� \i�� \i��i��\i��\i��\i��\i�i��\\\, UNDISTURBED GRADE 1'-0" SEE PLAN SUB GRADE EXCAVATE ONLY TO SPECIFIED 1'-6" AS REQ'D 1'-6 }•� PRE-CAST CONCRETE PAVER MIN FOR SPACING PLANTING DEPTH TO ENSURE INSTALL FINISH SIDE UP STABLE BASE V-D" MIN 111=111=111- ^lit SEE SPECS FOR MANUFACTURER I I I I—III—III I I III I I I I—III—I I=1 I I=1 I I I I I IIIllll�llllllll III=IIIII�IIIIIIITIIIIilll�ll�ll�lllIII 1" SETTING BED SHRUB PLANTING TREE PLANTING PLANTING SOIL MIX d - 11 A 1' ' ° a SCALE: 1/2" - 1 -0 SCALE 1/4" = -0" p-decldtree.dwg g ° E STONE LANDSCAPE CURB - 12 LA-301 INCH O\\w 1:R/D 1�V HLOI'HR NOTE: VAIL RESORTS TREE PLANTER @ POOL TERRACE EXAMINE ENTIRE TREE AND REMOVE DEVELOPMENT " - ,. -tree planter pool terrace.dw ALL NURSERY TAGS, ROPE, STRING, OR SCALE 1/2 - 1 -0 P P @ p 9 COMPANY SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. 'WON,( 0L0R'MO SURROUNDING SOIL SHOULD NOT EXCEED 80% COMPACTION, DRAINAGE 1)1,'SI(7N 'M,HITHCT WILL BE REQUIRED IF COMPACTED NUMBER OF SOILS ARE PRESENT SPACING"D" ROW"A" PLANTS/SQ FT ` 36"0 C 3120" 12 12" X 1 1/2" NYLON/COTTON WEAVE TOP OF ROOTBALL TO BE PLACED 4240 30"o C 26 00" 18 STRAPS WITH 3/4" GROMMETS AT SAME LEVEL THAT IT WAS 24"O C 20 76" 28 12"0 C 10 44" 115 1/8" 7 X 7 GAC FASTENED �� GROWN IN NURSERY Denver, Colorado 10"0 C 864" 166 W/ ZINC PLATED CABLE CLAMPS. • SLIGHT ROOT FLARE SHOULD 8"O C 6 96" 260 COVER GUYS W/3' OF 3/8" DIA SLIP BE EVIDENT — '1xC,H1THC,T 01- RH(,OxD 6"0C 516" 461 PLASTIC TUBING. 4 2" WELL COMPOSTED BARK MULCH (7L()v1:x S.\t1TH BOU1:,1NC, OKI.°\HO)NV CITY,OKL\HO.\I,1 NOTE 3/8" x 3" ZINC-PLATED TURNBUCKLE. CUT AND REMOVE BURLAP PLANT QUANTITIES DETERMINED BY MULTIPLYING AREA(SO FT) INSTALL W/ TURNBUCKLE (,IV N 1iN HHRI :R BY NUMBER OF PLANTS/SQ FT FOR REQUIRED SPACING IN OPEN POSITION FROM ROOTBALL 1LP1NI 1:N( ()j,O R1NU INC V�111�,(,OLORIDO PLANT MIX PLANT SPACING - TEMPORARY WATERING BASIN •3 PARTS NATIVE SOIL I.�NUSC '11'11 \x(,H1TI�c T • 1 PART WELL COMPOSTED S H (7ROU? PLANT CENTER 13[ RJAN(TTON,VHRAtONT A p ° (3) DUCKBILL ANCHORS, SEE COW MANURE PLANT ROW SPECS. •A p SEE PLANTING PLAN FOR SPACING FINISH GRADE STR[!c,T[!x 1I,1:kSS0C HR 1,,,.� ,,.,.:'<,,,, �� H ll'N1:S\\H'1L1'Y' '1SS0(,11T1'S, AND QUANTITIES ;,. INC "J FILTER FABRIC H0UST0N,T1:x'lS SEE PLANTING LIST FOR PLANT SPACING BREAK APART EDGE OF EXCAVATION AIhCI- 1N 1( 1I, HLHC.TRIC,IL SET AT ORIGINAL PLANTING DEPTH W/ SHOVEL AND BLEND PLANT MIX GRAVEL W/ EXISTING SOIL TO PROVIDE \ \ \ �\ PJA1AIBIN(-, HN(71NPHR FINISH GRADE TRANSITION TO UNDISTURBED GRADE. \/ / ////// /\ / 4" PERFORATED PIPE WHERE kBS CONSI!LT ANTS IN( \ \ \\ \\ .\\ .\ �\ / D1'NVFR,c,OLOR 1D0 N MULCH AS SPECIFIED UNDISTURBED GRADE LAID DOWN UNDER DRAIN.PERFORATIONS 1NTFRIOR DHSIUN ESCAVATE ONLY TO SPECIFIED \\rILSON �� 'lssOC I1THS PLANTING MIX AS SPECIFIED PLANTING DEPTH TO ENSURE T-61 AS REQ'D 1' 1'-6" L11-1:S M'1:TY SUB GRADE STABLE BASE min. see specs min- BCHR hN(71NHHRIN(71NC 1RV MN,c,OLOR 1 )0 EPERENNIAL PLANTING EVERGREEN PLANTING 1'RO,H(,TNU1NIBhR 05208 - B SCALE 1/4" = V-0" -evertree,d SCALE: 1/2 - 1 -0 p wg 1SSUH RHVNION DAITH NUMBER OF 180' SPACING"D" ROW"A" PLANTS/SO FT _ ALIGN STAKES PARALLEL 12"O C 10 44" 230 \ 1 80" / W/ ROAD OR WALKS 10"O C 8641 322 8"0 C 696" 520 \1 EDGE OF WALK OR CURB 6"0 c 5161, 922 NOTE 1 BULB QUANTITIES DETERMINED BY MULTIPLYING AREA(SO FT) BY NUMBER OF PLANTS/SO FT FOR REQUIRED SPACING THEN MULTIPLYING THE TOTAL NUMBER OF PLANTS BY 2 A. TREE STAKING ALONG ROAD OR WALKS 2 QUANTITY OF GROUNDCOVER AND SPACING AS NOTED IN PLANTING SCHEDULE DIRECTION OF PREVAILING WIND PLANT SPACING + + PLANT CENTER \ 7 016 RHV1S1ON #% 10/19/0% • A • • • D TYP BULB PLACEMENT IN DRIFTS 1 ALIGN STAKES PARALLEL A013 RHV1SION #4 04/12/077 \ W/ DIRECTION OF PREVAILING 009 1'1?RA11T SHT 11/17/06 . + PLANT ROW WIND. ALL STAKES TO BE D CONSISTENT. B. TREE STAKING IN OPEN SPACES SEE PLANTING LIST FOR PLANT SPACING O SET AT ORIGINAL PLANTING DEPTH 0 , / FINISH GRADE � a POTTED GROUNDCOVER PLANTS / \ MULCH AS SPECIFIED 120° 120° 1 3" CALIPER TREES �' • SEE PLANTING PLAN FOR ' OR LARGER - DEPTH OF BULB ALIGN 2 STAKES PARALLEL PLANTING MIX AS SPECIFIED O \ 120 / O W/ ROAD OR WALKS EDGE OF WALK OR CURB SUBGRADE REVIEWED By PLANTING C. TREE GUYING FEB 2 6 2000 DETAILS I GROUNDCOVER PLANTING WITH BULBS TREE STAKING LAYOUT CSAFEbuilt Colorado SCALE: 1/2" V-011 NO SCALE p-stake.dwg LA-403 -- - - - - - --- - - - __ _ _ -- - � - - C - - - _ � � _ _ _ � �T / � � � - - � _- - - - - I - -- - - - _ - _- - _ - _ -- - _ _ - i� ` / / , // / I -� / _ - - _ - - - _ _ i d� � / V - - - - -_ _ - -/ / , / �/ // / I/ - -_ _ �� // / /i / / -- I -_ - - __ - - ; - _ --- - - -. 1 — — / � / / / i / / /, �, - = - - - - - - - �/ � 1 / / � / �' I/ / / f � / / T/ '�' / �/ /` 11 - ____ � / / _ - - - - -- - - - I I / // I , / / �' / " I / / I - - , - - - - - - -_ � -- -- - - - �� I i _� — `/ , �' i ` F / // j/�/� / - l l - - � � �__ > �� i / / 1 -( / %' /i-- ,� // '/ - �� , � y // /,. / << ��/ � i Ir (; / - - — v� - / / . i / // - _ -- _ -_ /, / - / ' I / ��' �� l 1 � V / / - - / � 1 / / -- " - 1 - � 1 __ --- _\ __ --_ -_ ) 1� �k /-�' "'/ I ,I / '/ I//// / /I/ \�� I/ /, I I \ � / / - - -_ - / I ��; /,� � / /; A I 4/ / / - , - H 1 �/ -v / _ / / r / / - // �....I 11,_ _ I / - -_ /, ( ", C) .41� ___11 -___ __ - - _ - - / �' � �- - \_, f--�I , -,____ - __ - I 1 1 �` ' �y /^ ,-�l�� / I \ \� --' -- `� I - - - - _ --J ` / / /mil \--� _ - __ _V -- � I I � � O u � ' \ / '� / / ` \ H ___:�__ _n __ __ ___- � I � 1 _ i ___ 1 1 A �, , , - A \ \ / / \ l n 2 � / 1"\1� I I I I I ____ 11 I- '_� '_ __ - - I \ \ ,_- --- .00 000 � ;,40) ;4 0 I _� � " k� . /Z / / / Z / �'\ / / / , - - �� -'%_--�_ '� - - -_ 1 , ,I ____ _ 77" ' -_- _'\' , _/ \ __'� I- 1 `�1 3p" 1� '/ - �� - , / '� / / / / �_/� 7� �� _�� \ a' /I � I /� - '%�_< 1, - . - _� ------ __� __ 77- - __ I _�__ I '/ / / / / / � ,/'" j"�'� 0 SOMME - - �:= �� ::::::= P4 \\ � �_ // T-ilVl,' ® /�/ �/ I / \ / 1{I _- - i I / ' ,F.(�� . ` / \\ -if t^ % � '- �,' 't= '/ / \\\ y �- , i/ / ,J l / / ' - � / -I I i � ' 1 y / /" \ , i / // / , \ l / 04 11 Y \ / - - \ \ \ / \ , 1 \ _ 1 / j' / - v _ _ / �- ; , i - _ 1 / -'7- (\w'\_`,/" /il \ \ - - _ - �) _ — �\ �\ / / / _ __ - I - - r, �� _ \ v / ' / / ,' ' - _ - - - _ - - -- — _ - `yam �� OWNER/DEVELOPER 11 ) \ V , / / ",/� - - I - \' v ■o■■■■■■ � � \ �\ \ - � / � , ' - - _ ■ ■ — – – – � � VAIL RESORTS / v �' - , ,/ / - - , t I \ / . " / - -__' __ - - -_ -_-=4 - _ __ _ - ■ I -- DEVELOPMENT 1-1\ -� A / �� / / / //�' -- - - ' �� - - ;-- - -- - �- - - ,, . vv - ,',�,�V� � � v> �� 1 ,� ' A, , J � � -- ,, -,,- - P� - _ - - _- - - - -- - _� �, 1 v1 - _ _ - COMPANY =>��,;h,� �� V /' - _ _ PROVIDE ATION FOR _ \ k\ \ / ,f / _ C - - _?'li - - i ■ ,_-57 I AVON,COLORADO �� A �_' ,'\� \ �. �i, - - _ __ ---- PLANTER BOXES @SECOND _ ■ �� i, y�r I "�; 36HN - j ENGINEERING J= F� � / I=�\ 2142 _6:® 7m,ml 5855 WADSWORTH BYPASS,SUITE 100 mm ' ARVADA,COLORADO 80003 %`= V .0 ° PH (303)423-6036 FAX(303)467-9438 095'1 �- """"""""""""VVVVVV""""""tsoss'o') (095 95'48; 093Dj � 183'0 RE'l\ Dip s m SD"> - 0950• a� i95'0' m "P J O A 1 _ ?8009111: _ <8as5'D•> 20 0 10 20 40 � � q 8 (809}'0'}-n O �r1 & (8093-0-)B �..,.� "-�-�4.."_ ""°'�.�^.; ti L___ o0 5 o J o �- ---- <809 0•> oss'o•> _ ORIGINAL SCALE: 1 =20 O <8088 4"> b <8p95'0"Y>> 09 6" (8091 809}'0• 90 O "",i`� _ (8084'10•) €{ (8091'6') �8a90'6'� /q O � 8093'6" -I-- -L..�' 80 5' Imo' ' 2 ,m _ _._ L (8091 s') _ i �=(eta° �,,w3 9382 I ' _ L II L L 9° -D INV. I_ �" /,),�03 �Om___,_..._ DW INV. 9332 X11 _ m, X086 9>( / 3 (� r ®oss' <aas7's•> (808,e69•) ' � I /�, °° 89 3 _; 11 _ ✓ s — (aos0'0') so'D'> �-� °,,, ., -; 1'"1 ►-a I(BO86'o•) L_ �a �°` l • eoas � 7 V ., i4 I �O J I\ �es'9�b .a.E s( "';;i� PL 1144.1 N 94.18 I(80819') f° ya s I Irs I ° { a DW INy 93.88 f - N , MATCH LINEA A _ ," � � ��^�—�ca:arr��," _R.�s°� �' ��--' --eyl� 089} 1 I <808T8•> �f I { — _ 2 (eoaa2`) p 11 7' l I 90 39� doslo'> A �osa'o}- <sosso•> � f 1:=` �41 � - �.I�`\ I � ��_'I�®._emu � � l I � f o,`� _�._� �— �1 � (8D93b•)�i�0950>(- - I I s. -,.,�_—I I �fr�0 I (8093'0•) } I � R p 1 09D'3•> = LEGEND 1'n I PL INV. 93 30 �� % (8086'9•) ( I Ul L - �7 PL INV. D INV. 9275 I _ I =s PL INV 93 80 L W IN ' C 8 ,T4 0 (`' l - - €j DW INV 93 30 '\ 8 V I 9 ,,., ) f i = �. �� 1 '' ' �09,0> <8095'OS _ �'J i .9 O / �' 1 (8493 rDl�10.)> IB094'0;> �\� I '� 1� �O J �/V (8D89'0') xX_ 3 : X DEWATERING PIPE INVERT ELEVATION 9S � I(aosl _ ,I _ ; I I 4 -_$ 3 �'� cl 9A 00 � 0 =° I 1 I �9 9 PL INV 9415 �$ 8 8g 20 �J 9 �NJ DEWATERING PIPE (SEE PIPE CHART FOR SIZE AND TYPE) 1 0 /ti �� DW INV. 93.38 \� 46 f ,— ° i I 095;0 , t" � I ^� 4 S9 I I ! i 1 ® O DEWATERING CLEANOUT ?soso3 �0�, alr lw",,, -- �4'�, �os4'o•> �I /� - -- I I 1 � ) I • DEWATERING ANGLE POINT I` �L 66 8095'0" �p95'0;> 8089'6• r<6094'0'> <Sp 6> 1 I X089'6• I .__„ w.yr.rl, - - 8090'6' (80916) ( ) 1 80906 I 8090'0" 1 1'a d�,rer _ a (808563 (BO9 6' ; os4'a"> �'\�� ,( )r ( ) (6oso'e•j —� _ , �1" <8oxx'x> TOP OF FOOTING ELEVATION <8D95'0'> I �� 1 809x6 V. 93 82 - L 3 i ,- 1 s' `J i Iy, 1)h OWNER/DEVELOPER 809,'0') 2e';I' I„” ® I 1i — 11 I I ^9S (r.,,,,?,I,r„"I�; ; ., 1 , _�..,. I 3 � 6 I - c._,, ( ;; I _ _ 'f I (aoxx'x•) BOTTOM OF FOOTING ELEVATION @01 Gd-4 / I� r®o9s'0•>� -<8-0)95-,o e' I e (8093'0')_-`°0',0"> >Z,-, - - _�- I I® _-,_ _ ! VAIL RESORTS (s09rD'} -v(a0 ' $- I __ _� _____ 89 N 8/ - ._., DEWATERING PIPE LABEL DEVELOPMENT <8095 D' _ COMPANY 1 �4 I h I ,' �;��,,, I I (sosls")I � — — — — — — — — DRAINBOARD �<8095'0•>pp 87 5 I J J 0 /N V I __ _...,, „ti"^ r,lu ^y;ll,,,rc (8093'0')N J '\', 4 _ tb J ___ �b _ 00�J �O J PL INV. 9295 �k ,I3 s -° _®'°}" 00 \/ X0946"> ,� \ <8095'0•> \ <8095'0'> I I — _ _ (8 '0') — _ _s I®�; w I _—µ.I ' n1-- _ I / FLOW ARROW AVON,COLORADO 4 1 <8D94'6"> ( ) 8091'6• 1 (8095'0') 6091'6" (8092'fi� 7 1 <8095 0•> X094'0;> I 1 <8p95'0"> ) ( ) 1 8092'0' -� ( I) <8095'0'> O 1 € I(8092'6•) 1(8091^6) I (8092'D) I I',I 9.'� (8092'6) __- _- i, __ . 99 M___!_7 TI_._ - 0, 1 I !a; ml -__-..- I _7 K'I n° I aiw- 8 I 3- I - I ( HP HIGH POINT a r iF 76 ,/ I @8i i I<6094'6'> _' ,""" r" ' O sD91'o y` _- / ._ �., . L� J ®' _ 1( ) I<sos2'6" ( _.� 0"> I, I _ # ,_ soso'a• (80�.p. '�oss'D•> DESIGN ARCHITECT S �095'0'> 0946•> <8095'0” - -1 O i I ( 095'0"> I 8091'6°) (8092'6) 1 �� r� ,_ __a <BD94'6'> t ff(800960 0,> I 11' f I - I 11 1 owl N� O - (9092'0`) 8091'6') _ f (8092'6' 9 <8095 0> <8095'0°> <8095 0"> , 8091'6•)" •) 11 R I PL INV 93 44 PLUMBING INVERT AL L.L Z_— —_— I 1 '_ l 11 �' qa _ 4 (eosz'6`) -- (8082'8) a--_ _ (eosz's')_ - _ � 1, � - ! �, v ( DEWATERING INVERT (80956") 6 6 _ - , r - m (80926) ,. w"` _ - 1`_ q j I `I PL INV 93.44 a11i4`I DW INV 9294 4240 $80 95'0"> ;i I 9'' 1 €g __ .. I L. �� ,w / 8J I ! I I I DW INV 9294 92'6.) © _ - _ I � �__ __ @� F m S DW INV-925' a I ti Li a 1'a !� �'! J �� J �,5 / SS / 6J / 9° �� / 19 ;;; 't'�°9 � � \ 61 59 15 5� I•° 5� I 51 ti� 49 1i ti� s ®-ti�� 21 0 � �� ® ti� °_, ® �� w {°�� NOTE: PLUMBING CROSSING ARE APPROXIMATE. CONTRACTOR TO NOTIFY JEHN ENGINEERING ^/%�eos2'6•) I € ; I c� �' 9S Denver, Colorado tK IF PLUMBING CROSSING VARY FROM WHAT IS SHOWN ON PLAN. 'b Al A �� D95'0"> _ 1'(8'0'9'0':60:)> INV 9253 8092'fi ( I (80819') p �D 6•� 094'0' \ 8D91 fi �)� 1(80 2 0'� � (8092 Oe \ (8092 D M (809 6)^^ � (8086' INV. 92 03 3 Ds si os:> ®6850;> G _).. /`!( ) {B � 092'0'�� i 111+ `11,y!'µ.1'1 a ^ " ( �) (8os a ARCHITECT OF RECORD _ fi ,3 :.._ cw,^r w:y,^ 'll a I 't. Zaoss;o rd` EI as s'� }; 1;. _ 6 6 s © �� _� 5 _ - _M- 5 .___ _ 5" _ m M._.M I 1 ! I m ._ _- - GLOVER SMITH BODE,INC (e,Dazs•a r � r3LL. ^ ' uy� ul. a3� I _.__ �— _ _ 4 OKLAHOMA CITY,OKLAHOMA _ __ —, <80950�> <BO 4'0'> <8094'fi ®. No - M1, ( 71 :'r"" )I 8D90'6' S 0' 95'0"> p<8 95'0" <8095'0• <8094'0•> (8091 ) (a0�0`6• - E ( I (�� 12'6' s2'6') ;I(eos2'6'� I eos2'o'� (6091'8") L; I I ® CIVIL ENGINEER 1. r O, "hrl^ R O I I „d,” 8 � IBDS�v slul',M1� �� r�l :� n-�"�____ �� ,e1�•:� � _ �,� � I 1 PL INV 19111 tY8 Ll 9�, 9 �`\ o ALPINE ENGINEERING INC 1-- _ m^�.: �r ^� --- ^^ w ! �) IN . 1 __ 86 !�L 2 /�L �� I L_ .—.. _ VAIL,COLORADO ®095'0• - �o J �� 089'3•> -t- _ (8092'0• PL INV. 93.93 � - ------ ------- _----� PL INV. 93 36 °-^ � � �j " �+u�°� � 8� 1�--- (BDaXJ') S ( _ 3 '�US9 1 '�� 3 r_� `LO O 1 c O �o oN "1',l .N117 \ 89 I LANDSCAPE ARCHITECT OUR i f S E GROUP 0 8 ^� PL INV 93.43 O J E O- h K Vic O 2 <8095'0;> /N 24 "-V,rrl...1 BURLINGTON,VERMONT A � � , O � � � � EL._I 609,8091'0 V I 1 O 9 120 <B091'2"> a 1'_c- � \ \ <8095'0" <8093'6'> d IIy a r�'-�P» <eoso'1 > <BD94'D7 �DSS D> <eDSa'o'> <eoss'o'� (BD9'o" 2 9 F` moss o> 1 �1 I� /N °O STRUCTURAL ENGINEER I I Cj -,_._ _ -P .. .,M e� ,I.I (6088;44) (8091'6•) (8092'6') (8091'0•) (8092'6' �' .V 3 t (80910 ®095 0>> /i L IN11 9287 (8087'8") M�^ ryL (8090'rL"") <8094'D;> <80955�> 10 q O <B094'p•> , 8695'0;> c1' n 21 1 1 I `i(80926' HAYNES WHALEY ASSOCIATES s°1 7 Yt�,11'., l _f 0 11 O (8090'6,) (8091'6) 1 �(e09os') 1 eo91's) .) ") . � .•"," � '" I ! O S i m. X095'0"> _ 1 h 15 O ( (so9z'0' INC _u. Cpl _ —f r. ', NHS° HOUSTON,TEXAS I<eoss'o'> I1 ®oss'D•>— 0 _ 7 24 88 06 ao920. 'I 8092'0• °"-- $ 3 -„ I �° INV -' _m �( ( ) d ,� <soss'o> ��V ss'a,> � <609s'o;>� ,µ�o9so;>�,_ _ <ao95;o;>, � MECHANICAL ELECTRICAL NV <80ss'a'> I, (aosz's') -- _ _ __ ___�_ 5•p•> _ _ 1 (SD92'0') z (p 3 �M ="� r u y' _(8093'0); a ,-�{8093....,)'_ _ 8093'4).W°M". v`(80924)r 8092'6 I Cw 5'm �_ ( •) _ I _ _ �oss'D'> �oss'D'>1 � 950'>l �oss'o'> '€- - PLUMBING ENGINEER (sos3'p') �. °,-�- .( 30) �. ua_ �,r," " Y X00 A ..� ABS CONSULTANTS INC _ I. _ .�_ .(09' -. V` — — 1 , DENVER,COLORADO z-0'} =— o �aDSs;O _ c s 8093 I�__1; ` F '� INTERIOR DESIGN SEE MECHANICAL WILSON&ASSOCIATES ' > PLANS FOR SIZING AND SPECIFICATIONS OF DALLAS, VAULT AND PUMPS LIFE FE BCER ENGINEERING INC ARVADA,COLORADO PROJECT NUMBER 2094100 ISSUE REVISION DATE PIPE CHART ( ,S 3 24 LF 4" PERFORATED PVC @ 84 57% ©25 37 LF 6" PERFORATED PVC @ 1 00% rj4 37 57 LF 4" PERFORATED PVC @ 1 00% ®28 30 LF 6" PERFORATED PVC @ 1 00% 11 21 64 LF 4" PERFORATED PVC @ 3 77% ®17 59 LF 6" PERFORATED PVC @ 1 00% ®79 81 LF 4" PERFORATED PVC @ 1 00% ® 26 29 LF 6" PERFORATED PVC @ 1 00% rjj 28 30 LF 6" PERFORATED PVC @ 100% O 37 90 LF 4" PERFORATED PVC @ 1 00% 11 0 90 LF 4" PERFORATED PVC @ 27 26% 46 50 92 LF 6" PERFORATED PVC @ 1 00% O14 58 LF 4" PERFORATED PVC @ 1 00% 24 00 LF 4" PERFORATED PVC @ 1 00% 56 37 57 LF 4" PERFORATED PVC @ 100% 80 2754 LF 6" PERFORATED PVC @ 1 00% 11 11 90 LF 4" PERFORATED PVC @ 1 00% ®6 70 LF 6" PERFORATED PVC @ 1 00% © 1458 LF 4" PERFORATED PVC @ 1 00% 30 25 55 LF 6" PERFORATED PVC @ 1 00% 025 71 LF 6" PERFORATED PVC @ 1 00% 81 4290 LF 6" PERFORATED PVC @ 1 00% 11 29 52 LF 6" PERFORATED PVC @ 1 00% ®29 52 LF 4" PERFORATED PVC @ 1 00% O2456 LF 6" PERFORATED PVC @ 1 00% (33n7 96 LF 4" PERFORATED PVC @ 35 67% 1'j$ 42 57 LF 6" PERFORATED PVC @ 1 00% ® 5092 LF 4" PERFORATED PVC @ 1 00% 1i 9 42 LF 4" PERFORATED PVC @ 55 73% @43 56 LF 4" PERFORATED PVC @ 15 33% ®3544 LF 6" PERFORATED PVC @ 1 00% 34 5 73 LF 4" PERFORATED PVC @ 1 00% 59 26 09 LF 6" PERFORATED PVC @ 1 00% ®42 90 LF 6" PERFORATED PVC @ 1 00% 13 45 LF 4" PERFORATED PVC @ 1 00% 15 12 65 LF 4" PERFORATED PVC @ 1 00% O14 58 LF 4" PERFORATED PVC @ 1 00% 58 91 LF 4" PERFORATED PVC @ 1 00% **©39 57 LF 8" NON-PERFORATED PVC @ 1 00% ®37 90 LF 4" PERFORATED PVC @ 1 00% @17 64 LF 4" PERFORATED PVC @ 28 78% 15 28 75 LF 4" PERFORATED PVC @ 1 00% 1 34 28 LF 6" PERFORATED PVC @ 1 00% 46 55 LF 4" PERFORATED PVC @ 1 85% 61 2341 LF 6" PERFORATED PVC @ 1 00% 86 16 54 LF 4" PERFORATED PVC @ 1 00% 12 19 38 LF 4" PERFORATED PVC @ 1 00% ** SEE DUAL PIPE DETAIL 11 19 34 LF 4" PERFORATED PVC @ 1 00% 39 33 37 LF 4" PERFORATED PVC @ 1 00% © 37 57 LF 4" PERFORATED PVC @ 1 00% ®2300 LF 6" PERFORATED PVC @ 1 00% 32 30 LF 4" PERFORATED PVC @ 1 00% 12 8 24 LF 4" PERFORATED PVC @ 94 26% 41 0 31 LF 4" PERFORATED PVC @ 28 37% © 22 75 LF 4" PERFORATED PVC @ 1 00% ®3428 LF 4" PERFORATED PVC @ 1 00% 25 00 LF 4" PERFORATED PVC @ 1 00% 4 013 REVISION#4 04/12/07 12 26 94 LF 4" PERFORATED PVC @ 1 00% ® 35 11 LF 4" PERFORATED PVC @ 1 00% ©18 52 LF 4" PERFORATED PVC @ 10 85% $g 3596 LF 4" PERFORATED PVC @ 100% 12 2378 LF 4" PERFORATED PVC @ 1 00% ** 14 19.65 LF 8" NON-PERFORATED PVC @ 1 00% ® 24 59 LF 4" PERFORATED PVC @ 1 00% (66)50 01 LF 4" PERFORATED PVC @ 13 36% @ 2952 LF 6" PERFORATED PVC @ 1 00% 12 1873 LF 4" PERFORATED PVC @ 1 00% 1 1'j 26 29 LF 6" PERFORATED PVC @ 1 00% ®35 04 LF 4" PERFORATED PVC @ 1 00% ©22 85 LF 4" PERFORATED PVC @ 1.00% (p 1397 LF 6" PERFORATED PVC @ 1 00% @28 92 LF 4" PERFORATED PVC @ 1516% ** 16 2309 LF 8" NON-PERFORATED PVC @ 1 00% ® 3555 LF 4" PERFORATED PVC @ 1 00% (6814 60 LF 4" PERFORATED PVC @ 45 24% @ 42 44 LF 4" PERFORATED PVC @ 1 00% 13 3068 LF 4" PERFORATED PVC @ 100% 17 24 00 LF 4" PERFORATED PVC @ 1 00% ®2555 LF 4" PERFORATED PVC @ 1 00% 30 47 LF 4" PERFORATED PVC @ 1 00% QQ 5439 LF 4" PERFORATED PVC @ 1 00% 54 34 LF 4" PERFORATED PVC @ 0 80% REVIEWED BY 25 71 LF 6" PERFORATED PVC @ 1.00% ®3555 LF 4" PERFORATED PVC @ 1 00% 71 42 57 LF 4" PERFORATED PVC @ 1 00% QO 1204 LF 4" PERFORATED PVC @ 1 00% 14 75 LF 4" PERFORATED PVC @ 1 00% FOR, N(IRTH I RLF N(]R1H 21 23 34 LF 4" PERFORATED PVC @ 1 00% ® 25 37 LF 4" PERFORATED PVC @ 1 00% @ 30 01 LF 4" PERFORATED PVC @ 1 00% 101 2502 LF 6" PERFORATED PVC @ 1 00% @31 21 LF 4" PERFORATED PVC @ 1 00% FEB 2 6 2008 PROJECT KEYPLAN @28 30 LF 6" PERFORATED PVC @ 1 00% �35 55 LF 4" PERFORATED PVC @ 1 00% 42 90 LF 6" PERFORATED PVC @ 1 00% 10 5688 LF 4" PERFORATED PVC @ 100% 39 31 65 LF 4" PERFORATED PVC @ 1.00% �A9'E�.3�'R1$ '�'Y3Ipx,�LjC3 930 80 LF 4" PERFORATED PVC @ 24 21% 51 26 29 LF 6" PERFORATED PVC @ 1 00% 57 68 LF 6" PERFORATED PVC @ 1 00% 10 701 LF 4" PERFORATED PVC @ 1 00% 41 21 87 LF 4" PERFORATED PVC @ 1 00% 27 54 LF 6" PERFORATED PVC @ 1 00% 42 57 LF 6" PERFORATED PVC @ 1 00% © 37 90 LF 4" PERFORATED PVC @ 1 00% 10 21 96 LF 4" PERFORATED PVC @ 25 98% ®24 50 LF 4" PERFORATED PVC @ 1 00% UNDERDRAIN 24 00 LF 4" PERFORATED PVC @ 1 00% @ 27 54 LF 6" PERFORATED PVC @ 1 00% © 42 90 LF 6" PERFORATED PVC @ 1 00% 11 40.83 LF 4" PERFORATED PVC @ 1 00% ® 39 12 LF 4" PERFORATED PVC @ 0 80% DW100 zr ENGINEERING J_ ' 2142 � 5855 WADSWORTH BYPASS,SUITE 100 MEN f ARVADA,COLORADO 80003 0 PH (303)423-6036 FAX(303)467-9438 �� a /�O •.,• �, aaegqe• s6'ao__P✓J 20" MIN. 20" MIN. T.O,C, y T.�'C. . FBId ,\` °;'`. , i /;\ \ ,"\ r `/> l.'"+%:`,r, \\/�\/\\/ /\ „' /�!\`/; /\�%�\/�\/\ TOP OF SLAB g RE: GEOTECHNICAL RE: GEOTECHNICAL 6" C.I. VALVE BOX ENGINEER FOR BELOW ENGINEER FOR BELOW /� //��/j OR EQUIVALENT SLAB SUBGRADE SLAB SUBGRADE � y SEE TOP DETAIL (RIGHT) LID FLUSH WITH TOP OF SLAB (n 4" P.V.C. RISER a V-y �"/ ""', 1// q ? 4 �/\ \ DO NOT PROVIDE A WAl ER TRENCH BACKFILL TRENCH BACKFILL 45' BEND TIGHT PLUG TO 4" RISER. �l 1/2" WASHED f r 1�2 WASHED WATER MUST BE ABLE TO BE F■� ROCK ROCK - RELEASED IN THE EVENT OF ° y o _ Za PLUGGING. » W » WYE 4 P.V.C. ~ 8 NON-PERFORATED PVC (n 4 (MIN. PIPE SLOPE 0.750 � � �� DU RISER �vnLl� �Jr OHO�Q Cdr _�C�,1 Ln�n� (° P.V.C. UNDERDRAIN 4" PERFORATED PVC PERFORATED ( 4"AND 6") PVC PROVIDE GEOTEXTILE (MIN. PIPE SLOPE 0.7570) PROVIDE GEOTEXTILE (MIN. PIPE SLOPE 0.75%) FILTER FABRIC FOR FILTER FABRIC FOR SIDE VIEW TOP DETAIL TRENCH TRENCH OWNER/DEVELOPER TYPICAL DEWATERING PIPE BEDDING TYPICAL DEWATERING PIPE BEDDING VAIL RESORTS DUAL PIPE DETAIL SECTION A-A TYPICAL UNDERDRAIN CLEAN-OUT DETAIL DEVELOPMENT N.T.S. N.T.S. N.T.S. COMPANY AVON,COLORADO DESIGN ARCHITECT 4240 Denver, Colorado ARCHITECT OF RECORD GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA CIVIL ENGINEER ALPINE ENGINEERING,INC VAIL,COLORADO LANDSCAPE ARCHITECT I S E GROUP RE: ARCHITECTURALS FOR BURLINGTON,VERMONT WATERPROOFING DESIGN STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, INC HOUSTON,TEXAS 1 B MECHANICAL ELECTRICAL 1 PLUMBING ENGINEER RE: ARCHITECTURALS FOR ABS CONSULTANTS INC DRAIN BOARD DESIGN EXCEPT--,,,,,,,,c DENVER,COLORADO FOR THE BOTTOM 2.0' INTERIOR DESIGN 1 WILS RTES cl DALLAS, 1 CONNECT THE BOTTOM 2.0' , OF "TOTAL-DRAIN" TO THE LIFE SAFETY DRAIN BOARD ABOVE I CONCRETE SLAB°' 4 BCER ENGINEERING OR ; a, ARVADA COLORADO u CONCRET= °SLAB a F 0 PIPE CONNECTED TO DRAINBOARD PROJECT NUMBER 20941 00 ON OTHER SIDE OF WALL ISSUE REVISION DATE Z Z l EXISTING TOP J OF FOOTING r OUTLET & SUMP REF: MECH A ° Al d A A A° d A° ° a A BOTTOM 2.0. TO BE AMERICAN y WICK "TOTAL-DRAIN" DRAIN BOARD OR EQUIVALENT AS SEE✓ PLAN F INSTALL SOLID C900, CLASS R FOR P APPROVED BY THE ENGINEER IP E S LOP E S FOOTING FOOTING 150 PIPE FROM DRAIN BOARD GROUT SOLID TEE CONNECTION THROUGH END OF DESIGN A END OF DESIGN AROUND PIPE FOOTING AT LEAST 3' BEYOND FOOTING EDGE INV EL. 92.03 INV EL. 89.76 8" NON—PERFORATED PVC DROP FOOTING AT PIPE LOCATIONS (TYP) 8" NON—PERFORATED PVC 4" PERFORATED PVC NOTES: 4 a 1. THE FOOTING WILL BE POURED DIRECTLY OVER THE 4" PVC UNDERDRAIN. 4" PERFORATED PVC SEE DETAIL FOR PIPE SPECIFICATIONS AND LOCATION. THE "TEE INVERT" • CONTRACTOR SHALL INSTALL PIPE ELEVATION SHOULD EQUAL THE BOTTOM OF FOOTING ELEVATION AT ALL A 4" PERFORATED PVC UNDER B PERIMETER LOCATIONS. 8" DEWATERING PIPE FOR 10' OUTSIDE OF SUMP 2. THE 4" PVC UNDERDRAIN TEES DIRECTLY TO THE "TOTAL-DRAIN" PERIMETER 10'-0 013 REVISION#4 04/12/07 DRAIN BOARD. THE BOTTOM 2.0' OF "TOTAL-DRAIN" WILL CONNECT TO THE SPECIFIED DRAIN BOARD ABOVE BY OTHERS. 10'-0 3. SEE MANUFACTURER'S SPECIFICATIONS AND INSTALLATION PROCEDURES FOR ADDITIONAL REQUIREMENTS. NOTES: 4. CONTRACTOR TO INSTALL AMERDRAIN 520 (OR ENGINEER APPROVED EQUAL) BY AMERICAN WICK DRAIN CORPORATION IN ACCORDANCE WITH 1. SEE MECHANICAL DETAILS FOR DEWATERING SUMP VAULT MANUFACTURERS RECOMMENDATIONS. CONTRACTOR TO PROVIDE SUBMITTAL TO JEHN ENGINEERING A MINIMUM OF 2 WEEKS PRIOR TO INSTALLATION FOR 2• WATER LEVEL SHALL BE 1' MIN BELOW INVERTS APPROVAL. FOOTING DETAIL WHERE PIPE PASSES THROUGH FOOTING SECTION B-B OUTFALL INTO SUMP DETAIL PROJF N.T.S. PIPE TO WALL BOARD DRAINAGE MEDIA N.T.S. NORILi IRLF N.T.S. NOR"` PROJECT KEYPLAN IL REVIEWED�D s- BY UNDERDRAIN FEB 2 s zoos DW101 C sAEEbuiit COiO ra do 00 00 L0 r") to 00 U-) CO 00 .4- LO n Cn C=) (-4 W) C14 C44 C14 .4- qd- q4- !s: w M M M M m M M M M m M m M 44 51 55 64 f 12 11 24 2q 1 32 �34) 35 A 42 43 1 46 41 4q 50 . 52 53 54 56 (6�1 q62 ir 1 , I II I II , , I ( I I II I II II I . 11 I. III III I I � I 1 � I � .II I ,.. . 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'T OWNER/DEVELOPER F.I W` ar� - VAIL RESORTS R-MITI TZI, 77.1 DEVELOPMENT COMPANY AVON,COLORADO ------------- t T i I DESIGN ARCHITECT COO ----------L_ —Zi F_- rG-u) T 6) 4240 V ----------- M? x V.1 43 7 Denver, Colorado <=BZ' .................... - - --------- ................... 1 -/-4- - - _j_ X, ARCHITECT OF RECORD Z_j EE BEE.6 GLOVER SMITH BODE,INC cz OKLAHOMA CITY,OKLAHOMA COO z;,:a F` C� CIVIL ENGINEER ............... M u- ALPINE ENGINEERING,INC VAIL,COLORADO cz LANDSCAPE ARCHITECT F_ cli S E GROUP LT BURLINGTON,VERMONT Cfx -,4-" l ir Bpp.9 STRUCTURAL ENGINEER L HAYNES WHALEY ASSOCIATES, INC P,3 HOUSTON,TEXAS 4= i I t 11 MECHANICAL ELECTRICAL BRR 5 L PLUMBING ENGINEER ABS CONSULTANTS INC cli TT in DENVER,COLORADO - - ------------------------------- - --------- ---- ------- Cfl INTERIOR DESIGN 4UU WILSON&ASSOCIATES L 8 L DALLAS,TX ww I LIFE SAFETY 1.3 4- BCER ENGINEERING INC % xx ARVADA,COLORADO C14 L t PROJECT NUMBER 2094100 _ I J - -, a Q 4- I -tt ISSUE REVISION DATE _j -4- f tI =J I =1,=-i Eqq7 t -1 6 0:2 E1[ r HWH _rT I k 4- LINE OF 1�t LE'ollEL 74 re LLL :T c BUILDING F00PR1111I I Ij- C, 7�5VF SL-- — — — — t —— — — ==i:= — �_l- — — re LINE OF A E ------ -- T LEVEL, 5 LOW 3 _1-44-f". ---------------L_ T_ < --------- -------- .............. 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C) Fn Rj 4 __z VAIL RESORTS LLI- F_ DEVELOPMENT — ------------- T COMPANY AVON,COLORADO cli DESIGN ARCHITECT c� 4240 Denver, Colorado E2 E2 ARCHITECT OF RECORD GLOVER SMITH BODE,INC OKLAHOMA CITY,OKLAHOMA CIVIL ENGINEER VAIL,COLORADO KK LANDSCAPE ARCHITECT F, BURLINGTON,VERMONT cli STRUCTURAL ENGINEER INC R3 HOUSTON,TEXAS MEC14ANICAL ELECTRICAL PLUMBING ENGINEER LEN `:� ABS CONSULTANTS INC cli 0 DENVER,COLORADO U —z: I WILSON&ASSOCIATES Z�j I DALLAS,TX 13 LIFE SAFETY BCER ENGINEERING INC ARVADA,COLORADO I F-1 PROJECT NUMBER 2094100 7:� �A2 ISSUE REVISION DATE RA CIJ ZZ iD LINE DRAWING LEGEND: 1 1 L FOOTPRINT, ABOVE EXTENT OF LOWER GARAGE NCR� PROJECT KEYPLAN 1.1 12 15 19 20 21 1 q 62 GRIDLINE - RESIDENCE LEVELS � Dm | TIE-DOWN' GRIDL INE co LOWER LEVEL GARAGE CD CD L REVIEIVED BY OWER LEVEL GARAGE GRID GEOMETRY FLAN STRUCTURAL GFRIEDS IDENTIFIEZ) SCALE.- 111ro =1 -0 AS 50LID ARE 'TIE-IDOWN' A0 * 0 * 1 CONTINUOUS THROUGHOUT FEB 2-6 2008