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HomeMy WebLinkAboutWest Day Subdivision Lot 3 Building 8 (4) 1 2 3 4 --- -- _ © 2004 4240 ARCHITECTURE, INC. coloR� ytiQ OD E. RANDAL JOHNS 83 I A381 1 $4 W � - - - I o > v 16'-7"f -�' _` �f Of V 10X 14 w � t 9 -8 2 5 -�; �. �� f�` j�� � w " 8'-O'• r 10X14 50L 'F"� 'fF 16 -5i Q SOLID WD. o • :- ;= - . � - BEAM WD. RIDGE e,i s'f d`r'f ` f_ ao 6,- " Cn BEAM, W !j r�� `r i� T l\irf /-` to 4� �. D. MASTER BEDROOM 10x14 SOLID "a 10X14 SOLID F� WD. RIDGE ® is WD. � � 1 "• r BEAM -- 1 i BEAM I �. � :�� � f1 F �' , 1 385 0'-5 1/2" cvi =' 10x8 SOLID EQ EQ 85 c0 -� WD.RAFTER N m io " 1 OXS SOLID WD. a f f '`-!r :�� r I WD CROSS I I 8X8 SOLID RAFTER w ��' i�r `', `n cn } 59-11 8X8 SOLID 1 -,a /�'` F =fir .-= 2' 6" TIE Q TYP.- — _� w WD. CROSS ` ", `{`' , _ @--L _- -- -- an r`1 w EQUAL EQUAL --- - - -, OWNER/nEVFLOM A BATH 4 A rn PARTIAL SOLIDR 81-0" u a 8�-0.. VAIL RESORTS a NP PURLIN, EQ fQ. EQ. EQ. EQ. EQ. I DEVELOPMENT 7 b ~ %- — C COMPANY LLLE ­4 CLOSET 3A ._o» a i °; 8'-0" AVON,COLORADO ® 2l-6" — ® 8'-0" A A 31—Cm $'-0" ARC�UracrarRECOan zK w 8'-O" CLOSET 4 CLOD Q � b'-6'. d HALL O ® c� v I 311 d 8#—Opp w C4 O I 2 ® w 8'—O" w 8'-0" I I /UI�TECTURE . O 8'-0" A I __-- BATH 3 ® a - osnver,caoaao in ' SOFFIT 8'-9" '-6 EQ. EQ. EQ. i� MASTMPLANNM I 7'-9" a ;� 8x8 WD. TYP. € k — � DESIGN ARCIfl'PECI' [ 5,_2" A w HEADER W HARTIHOWERTON ? EQ. EQ. Y�61 NW YOM NEV YORK I CEILING --- w 'CIO '-0" HALL 2'-fi" EQ. EQ. 6 S7*- ,. I � ACCESS � ® TYP. W STR[ EMANEM PANEL, TYP. ® 2'-g" 9'-0" QFFI� A a�oNUOS&NE�vM ENGiNEERS,mvc AVCmr,aQioxAno of " —g MASTER BATH AVU;f IM ELECMCALENGINMM EQ. EQ. EQ. EQ. io ® iv C� l[EENGINBEBS,1NC I AVON.COLMAW 1 / p (k N Q go—off—O (MLENGDUM CLOSET 3B i I I w M2M ENGME UNG,INC. 8p-O" N ® BATH 3 VAU,C010RAD0 ., 8 -O BEDROOM 3 BEDROOM 4 B'-0 w ® � 7'-0" 6 ,r'; _ �xo► ® ® EQ. EQ. 8#—Opp w PROJECT NUMBER 20900.00 Cy EQ. EQ. EQ-7 EQ. _ w ISSUE REVISION DATE r f Q 1 11 FINAL CONS'T. 01.03.05 382 t 5 ADDENDUM 4 04.29.05 82 51-309 Q 1 {T$- 16 ADDENDUM 5 05.16.05 r A ° _ r I " 4'-0" , - MSTR. CLST. — — 9s-0•! to A — J BEDROOM 3 w I �9" A v 4 0 Lj I w NOTE: 1. REFER TO M/E/P DOCUMENTS FOR FIXTURE TYPES, LIGHT SPECIFICATIONS, I CIRCUTING AND ADDITIONAL 1 X81 I ! INFORMATION. 83 I 2. ALL CEILING HEIGHTS ARE FROM s F.F. TO BOTTOM OF FRAMING. I a 3. ALL EXHAUST FANS TO BE CENTERED ON TOILET FIXTURE, U.O.N. CL I 1 I 84 4. ALL LIGHT FIXTURES TO BE e CENTERED IN SPACE, U.O.N. BUILDING 8 5. SEE ADJACENT UNIT FOR NOTES 25'_11" 14'-1 2fi._7" AND DIMENSIONS NOT SHOWN. UPPER LEVEL REFLECTED CEILING co -7y2" LAN a m 1 2 3 4 m E 0 c to UPPER LEVEL REFLECTED CEILING PLAN m /4�� _ V-0- ARC03.dwq m ' N Q 2004 42142JAICHITECTURE, INC. tv C 01,0 E. RAND JOHNS ti 0 wa >4 Un 0 V w � � 0 U 1 T 2 3 T 4 PQ A VEn z 0 COPPER CHIMNEY ROOF CHIMNEY REFER TO ROOF PLAN O I(RE: 3/A534) (RE: 5/A534) FOR ROOF SLOPES A., EL +28'-7* V A Lj- T.O. MAIN RIDGE I f : -1OVNWDEVMXWM Lit I ------TIMBER BEAM ENDS - TYP VAIL RESORTS WOOD TRIM TYP .1-M L11 I ULI Ll WOOD SHAKES DEVELOPMENT WOOD FASCIA COMPANY AVON,COLORADO �� i —- ARCHffWr CM RROCaD - 2 TY 0 �k5J 10/ P E / . 1 I fill] WOOD SIDING TYP Denver,Cabredo 11 GC cc MASITIRPLANNER O C R DESIGN ARCHrrECr TIMBER BEAMS I L= I L lk (RE: STRUC.) HARTIHOWERTON 7 L111UU L COPPER ROOF LL L] STRUCrURALENGINIM UPPER LEVEL EL +10'-4" MONRM&NEB_ENGINIMS,INC Jt 4 AVON,COLORADO 11 H 11 I-LLj I I 111T11 T T.O. PLYWOOD SUBFLOOR MKIIAN11CALELF9CTRICALENGINEER M-RENGDOMRS.INC AVON,COMRADO MEENGI .INC NEERING I L 1L L-1— jy AL __-----STUCCO -TYP VAHC0LD1MK3 CURVED STONE VENEER JL RETAINING WALL O � M AA METAL RAILING(RE: LAND.) PROJECT NUMBER: 20900.00 FINSH FLOOR Ll===] ILI ISSUE REVISION DATE (RE: LAND.) SEE CIVIL FOR GRADE L I - LQ I I FINAL CONSE 01.03.05 ELEVATION REFERENCES, TYP. -0" ADDENDUM 1 01.12.05 MAIN LEVEL = EL 0' T.O. PLYWOOD SUBFLOOR ADDENDUM 5 05.16.05 UNIT A UNIT B STONE VENEER TYP - EXHAUST REFER TO SHEET LOUVER, WALL SCONCE TYP A751& A752 FOR WINDOW PAINTED TO MATCH TYPES, SCHEDULE AND SILL AJACENT WALL FINISH. —WOOD TRIM & HEAD HEIGHTS. (RE: MECH.) TYP. All exterior vents, louvers, and other CL penetrations shall be painted a color which CL compliments the surround exterio r material color. BUILDING 8 NORTH ELEVATION co R—jl ELEVATION E A281 0 ti Q 2004 42140 rARCHITECTURE. INC_ E. RANDJI- JOHNSAIJ li G/1 W z H 0 w � i 4 3 2 . V I I I A I �� A w STUCCO CHIMNEY. D CORA71VE TIMBER TAIL ( ] Z OVERFRAMED TYP, �■/ EXTERIOR GABLE WALL NOTE: REFER TO ROOF PLAN F� FOR ROOF SLOPES --- TIMBER BEAM W 0 (RE: STURC.) � p"I II ii II EL +28'-7" l�J �.L�_�__.1J.__ l T.O. MAIN RIDGE - - - III �� - - NOTE: MAJORITY OF EXPOSED mil_ _ I �'', I _ - TIMBERS TAILS ARE DECORATIVE. _ -- ---- -- � J I E I I I i L� - - k f - -- I I REFER TO STRUCTURAL DRAWINGS — -- - L� u�� J�-1- �I FOR ACTUAL TIMBER BEAM _ u 1.�� -- , ,�- ---_�!-�1 .f=1 Iffl-1�_ lL.11i } l� ! -�1JJ1.1-1 I� LOCATIONS. III _Iii _ �_I�1_ _ _ .,1: �I _J1l- ! - �I�� -J 111�._� °, ,DOPM 11-ALLL ___LLtL.IH-I I11- IJ�L �!_.: :.i-(-L_LI L- �I 11-,I-I1 L - _� I�L-_1_ WOOD SHAKES VAIL RESORTS SNOW FENCE �i_1 L �1_�� 1 l -L _. - k I! I �1 - �-L1 (RE: ROOF PLAN) 8 ii � I I DEVELOPMENT A521 fit _ LIT-jj-1J.--�� � -- -- WOOD FASCIA COMPANY I I I AVON,COLORADO COPPER GUTTER & LLIL11 1 t ARcHn*scr OF RECORD DOWNSPOUT (RE: ROOF PLAN) L� 1L� ]d TIMBER i ! TIMBER BEAM ENDS - TYP FA II XAUT O i 9 I MUMPLMINER WOOD SIDING - TYP NN PP1 R M C .) p� � • _ d% UPPER LEVEL = EL +10'-�4" - -. - - _ I - - - --- • � - - - - - - - -- - HART 111 STUCCO TYP RR T T.O. PLYWOOD SUBFLOOR NEW YOM TNMBWw OAK O OPERABLE NG I I I STRXPCTURALENGDMMR WINDOWS WOOD TRIM -TYP �to�oE Esc O VP NECHAMCALEMCFRICALENGOHM WOOD GUARDRAIL & O 2 \ tdVON.0 IAMAD c BALUSTERS � A522 1 � WOOD GUARDRAIL & AVOi1•CO"'OEA°O RE: DTL. 5/A522) A536 �n RE?4i?wc C,1NC CrMENGMIER { / ) \ / BALUSTERS I I r I I r {RE: DTL. 5/A5Z2) VAM COLORADO E ' " r' ` FINSH FLOOR SEE CIVIL FOR GRADE ITT 1111 t mtj �� � � - � ELEVATION REFERENCES, TYP. PROJECT NUMBER: 20900-00 µ GAS F.P.' ! : � l,�4, � _ IN. FLUE EXHAUST F=�- � .. � .__ MAIN LEVEL = EL 0'-0" — — — — — — W DECORATIVE — — — — ISSUE REVISION DATE I COPPER COVER _.--- - T.O. PLYWOOD SUBFLOOR '_ _ 11 FINAL CONST. 01.03.05 STONE VENEER ; J ----- is ADDENDUM i f11.iZ05 PIER - ADDENDUM 5 05.16.05 - _ OPEN _ \ / _ - \ / \ f - _ - _ \ / \ N = _ STONE CAP - TYP - I ILA I �L=Al J L�i I I LA STONE VENEER - TYP - - - GARAGE LEVEL - EL -12'-0" T.Q. PLYWOOD SUBFLOOR UNIT B UNIT A NOTE: REFER TO SHEET COPPER DOWNSPOUT A751& A752 FOR WINDOW (TIE INTO STORM DRAIN, TYPES, SCHEDULE AND SILL TYP.) & HEAD HEIGHTS. Y C M n E v c .-s p BUILDING SOUTH ELEVATION N [3 U v xi i F n 1 SOUTH ELEVATION A282 a 0 o j 4 m J © 2004 42140 ARCHITECTURE, INC. ov coCO9q E. RANDA.L JOHN" N ` p '7 C4 . V] V z H F04 W a I � , W H D C B A ^/ p O � V Q © I I I W z NOTI REFER TO ROOF PLAN TIMBER BEAM ENDS TYP 0 I I FOR ROOF SLOPES 1 a f EXHAUST OUTLET I (RE: MECH.) — — EL +28'-7" -. T.O. RIDGE 11A.Vt ,�.� ULILLL La -IL -U _.1.__._U�LLL LL .I_L - i_ ��I-I _L L�L � VAIL RESORTS DEVELOPMENT .UL 11L!LL J_.LLL A-u 1 1 111 I _.1L l! WOOD SHAKES LLI1 -i-�►.- ►-i Li--J a t ,1 Ll_1�L1_ LLL-�-f-L_[-L.�_ ! i L1 I III __-__--`- -=_ COMPANY SNOW FENCE �_LLLI LI�LlL.l -L L I I f �Lt1l {RE: ROOF PLAN) u u L X11 L�_L I I I I � I I I ■ fi _..1�- -� I � K - -1---�L�-� V� II II II �1--!_1-I� �a�recru WOOD FASCIA _LLU�LLLLJ LLL ALE-LLL_1L�L RE MASTER PLANNM WOOD SIDING - TYP I f I DESIGNARCHrrBCT KjTC HEN j EX U RIL - " HART HOWERTON jj �1�ii -1- UPPER LEVEL - EL +10 4 NEV ® H L L_H_11-� T.O. PLYWOOD SUBFLOOR SMUCIUML ENGNaM WOOD TRIM - TYP = �_��_� �� MONROE Ac NEWEII.ffi�FGINBEBS,WC JE - - - I AvoN,COLORADO KCAL E ECMCAL ENGI v = M-E ENGME MS.ENC AVON,COLORADO F O F H EQ EQ. . I I A�r� ,MCI VA1L,ccaxvvw L ILJ I I FINSH FLOOR PROJECT NUMBER: 2090000 SEE CML FOR GRADE ELEVATION REFERENCES, TYP. MAIN LEVEL = EL 0'-0" ISSUE REVISION DATE 1 i FINAL CONST. 01.03A5 _ _ I T.O. PLYWOOD SUBFLOOR - =-=-_ - --�__-- ' , _ _- _ tz ADDENDUM 1 01.12.05 AADDENDUM 5 05.16.05 • � - - TIMBER BRACKETS (RE: 3/A537) D DASHED LINE OF r_ - CONC. RETAIN'G WALL i --- - (RE: STRUC.) STONE VENEER - TYP — - — - I (RE: MECH.) GARAGE LEVEL_w EL -12'-0" — — — I CRAWL SPACE GAS METER (MAINTAIN T.O. PLYWOOD SUBFLOOR I EXHAUST TERMINATION CLEAR MIN. 4' TO BOILER (RE: MECH.) EXHAUST & INTAKE) BOILER COMBUSTION AIR INTAKES BOILER FLUE (RE: MECH.) STUCCO - TYP (RE: MECH.) EXHAUST UNIT A (RE: MECH) aOTES: WOOD SIDING MAKE-UP AIR INTAKE 1. PAINT ALL EXPOSED MECH. (RE: MECH.) TERMINATIONS TO MATCH ADJACENT WALL FINISH. 2. REFER TO SHEET A/51& p` ' Q A752 FOR WINDOW TYPES, B V ILDING S Q SCHEDULE AND SILL & EAST ELEVATION HEAD HEIGHTS. 'E' A283 f N U H EAST ELEVATION I © 2004 42140 ARCHITECTURE, INC.T colo�� h�4 DD E. RANDAL JOHNS S V] W V wo A � A.3 A.7 c - © D 0=4 A � NOTE: REFER TO ROOF PLAN �■�1 (/� FOR ROOF SLOPES Q W � EL 30'-D" - - - - WOOD SHAKES T.O. RIDGE L-�. J_J J.�LI-L_11__�_L_��_1__I��--.11__...?...is---I��I I Ll--�--�I-�II1-l-LI. f��1._��-.1-_1-�-� � �` r I J � -�L_1_-11- u ��-���1� U --� 11�I-.I.��._F1L_IU�-�_L_L��I--�L�L_L� �1�-lJ -�-� I TIMBER BEAM ENDS - TYP w 0 _�-�__1..��J_�j__� LIL -1-1_l-� tit i�l---d L-1111_�a JJ l -fl- - -- WOOD FASCIA �✓ 1� BATHRM. EXHAUST(S) I _JJJJ I HILL 1�-��_J1JJ J�-IJ--�I.-,.l ! -1_ .J�l_-�J.MAL �- L �_1 11_ �1J� _�1-1_..�.--� ' (RE: MECH.) L __.1LL� --J SNOW FENCE O SNOW FENCE .1 it I 00 -- LILU- 00 00 1111 1 Jill . 11 11 11 H2 11 U HII 11 I-Lill Hill I 111 1111 1 0WKWDEVMDM WD. SIDING ! ; I - I l r i VAIL RESORTS srucco I j KK LL DEVELOPMENT I COMPANY WOOD TRIM I I I I i I i AVON,COLORADO j WOOD SIDING AACIUI•E17rCW7MC0RD E r l l l WOOD TRIM ICA UPPER LEVEL = EL +10'-4" T.O. PLYWOOD SUBFLOOR COPPER DOWNSPOUT Denver,Colorado STUCCO L _1L :1E JL I L _1L -TYP rumnvEll DESSIGN ARCIETECf r =N a O HR O HART HOWERTON EQ. EQ. \ / II JJ II NEwIYORR;NEwYORK EQ. E. c�' i I.1 1 1 -r- w . __ I . - I - I [Jill dk FINSH FLOOR �I (n FMUCrUXALENCa+ I MONWIR&NEWEM ENGEVEI;RS.INC SEE CNIL FOR GRAD ELEVATION REFERENCES, TYP. M E ENGINEERS,INC MAIN LEVEL = EL 0'-0" AVON,C01DRAoo T.O. PLYWOOD SUBFLOOR --_ WALKWAY --= _ - - -- - weAn ooLOR oo'nJc (RE: LAND.) - ___ -- --r - - ---- - -- _� -- - - -- - PROJECT NUMBER 20900.00 DASHED LINE OF - - - UNIT (DECK) BEYOND ISSUE REVISION DATE CONC. RETAIN'G WALL - (RE: STRUC.) 77:_- - - ) - = DD EE - - - 11 FINAL CONST. 01.03.05 FF-- - FF BATHRM. EXHAUST(s) - - ' -* _ _ - _ _ — 12 ADDENDUM 1 01.12.05 (RE: MECH.) _�� ---_- �'� A ADDENDUM 5 05.16.05 GAS METER (MAINTAIN CLEAR MIN. 4' TO BOILER --- EXHAUST & INTAKE) -------- - - _ - - _- ---- - -- -=- -- _ GARAGE LEVEL = EL -12'-0" (RE: MECH.) - — T.O. PLYWOOD SUBFLOOR STONE VENEER- TYP CRAWL SPACE CRAWL SPACE EXHAUST TERMINATION VENTILATION INTAKE (RE: MECH) UNIT B (RE: MECH) NOTES: BOILER FLUE BOILER COMBUSTION 1. PAINT ALL EXPOSED MECH. EXHAUST AIR INTAKES TERMINATIONS TO MATCH (RE: MECH.) (RE: MECH.) ADJACENT WALL FINISH. I MAKE-UP AIR INTAKE 2. REFER TO SHEET A751& (RE: MECH.) A752 FOR WINDOW TYPES, SCHEDULE AND SILL & HEAD HEIGHTS. m m I p E 0 N d O/ N BUILDING 8 WEST ELEVATION A284 a ro a i m V r r n 1 WEST ELEVATION x m m U v © 2004 42144 ARCHITECTURE. INC. �ti Do E. RAND ,JOHNS s�D w . A.3 A.7 C D � 0 Z'-gw 23'-11}2" 1 S'-S}2" a A �' A Fill W 1 SIM. 1 SIM• I I I#0 A416 !� O ru A413 *� wiws�wwwwwwrrwr� wwwww�wwwwwww; V _ � wwwwwMrnwwwr�wrwwwwwwwwww ww wwwww�% � ,` +26'-7 1/2" T-------------- --------- RIDGE BEYOND RIDGE BEYOND +25'-9" _ - I i +25'-8" z RIDGE BEYOND t — 1 11 11 ill 11 11 111111 111111 11111 -11 -H _W HH1 i .. . . .::_..._ ..,,. _-- _ _ _ _ RIDGE 1 � � �� j �� � I II II II II ff�� _ 1 rr••i E 4G. TF JSS / _- ROOF BEYOND i 1 f AMC i I i DECORATIVE f f WD. BEAM — ' +19'-0 3/4" oil 1 f (RE: RCP) f - - ------_—_------�—_ - - - 1 T.O-PLATE 1 1 II II 1 � VAIL RESORTS MSTR. CLSL i MSTR. BATH MSTR. BDRM DEVELOPMENT i COMPANY i f FRENCH BALCONY 1 1 AVON,COLORADO ' BELOW) IM TO DECK f - AncHIr]=0FSSOOBD 1 f d4 UPPER LEVEL - +10'-4" 1 �- _____ ------------------------� T.O. PLYWOOD SUBFLOOR , ' 1 f 1 1 1 I f DECORATIVE TIMBERS FIREPLACE i i '� f (RE: INTERIOR) (RE: INTERIOR) 1 f °e""°,c°'°"°° s 1 1 R U&STF1 PUNNM 1 1 1 ENTRY PORCH B FAST 1 KITCHEN DINING RM. f DECK i I DEMN RCHM®cr i (BEYOND) 14 OPNG i era �aa 1 BI07 1 1 f r HART I HOWERTON FINSH FLOOR NEWY011I�NBWY�RK 1 1 SEE CIVIL FOR GRADE 1 LET _ _ _ i ELEVATION REFERENCES TYP. �&NEWeL��IM i-1 11=1 11=1 I I I I�l 1=I 11=1 11= i!IF!!I=!I 1 /� AVON,COUMAM 1 11-1 I H I I-1 11-1 11�I i=1 I:_7 I I-J 11=1 I! 11=1 I is 11=1 i — 1 ---- —' � _� MAIN LEVEL = 0'-0" G,,g, ,,1=4H M'Emmammuw- f I I I-1 11=11 I�IH I I-1 I I=1I1=III=1 11-1 l i=1 11=11 I=III=11 I T.O. PLYWOOD SUBFLOOR avoN,cor�o�uoo I!I-1 f 1=1 I I=1 11=1 f 1=1 t 1=1 fI 11=III=1 l 1-1 I I-1 11=1 I I-1 I CLG. ,JOISTS, 1 a 1 I I-111=11 I- l - i TYP. 1 i 'EMANERIL A�n�rlaaNC,u�u�c,�NC. VAUL cowReoo 1 - 1 PROJECT NUMBER: 20900.00 - CLOSET R s ISSUE REVISION DATE BATH 1 BEDROOM 1 BATH 2 BEDROOM 2 1 OVERED TER E 1 E ® ® ® 1 ® f 11 FINAI,CONET. 01.03.05 GA RAG f RE: TUNNEL f f 1 to ADDENDUM 2 01.19.05 ' CONSTRUCTION ' 16 ADDENDUM 5 05.16.05 1 i 1 - _ _ i 1 PACKAGE 1 1 - �_�_� ___—_—_-------------_—_-- _ - _ - - i j GARAGE LEVEL -12'-0" f WW !H 11-11 H I G I i=_A 1=1 11-1 11=l I 1=1 I I-1 I H_' IH 1 H 11=1 I H---I I,-, T.O. PLYWOOD SUBFLOOR i III-IIHII III-I I I 11=1 11=1 11=f 11=1 I I--1 11A I F-71 I l-I I I-=1 11=1 I r-{I A, ��4WL SPACE I�I I-I 1 I-I I I�l I -I 11=1 I�l I!=1 11=1 I I-11 H 1 I-----1 I I=l I rI 11-1 11=1 11-='' ! �� wwwwwwwwir �rwwwww wwwwwwwrr� % I I IIIIIII I IiIIIIITIEiIF11��111iI1 1I111I1I... II=I''- ' TYP. FTC. ELI�I I"�I �!I I*ir..w w MEMO C=11 I7:111---I 11-111=1117111=1 I H I 1=1 I , RE: STRUC. I 11=1 11=1 1 1=111=11 E!11=1 I I=1 11=1 11='''- . I!=1 11-1 11=1 11='"- 1=1 I I--I 11=1 11-11 I-111=" - -- - —HEM 1 I.-I 1�I 1�I I HT-1 I I-111-111=1 I I=1 I I-III-1!I-!I I-1 i fl!1-1 i IC1_f6_1 - I'- - 1 4 x__111-III-I S 1__111-111 1 1-III-1 l 1-111-N 1-111-1 I H 11=1 I�i 11-1 I l=1 IF= III-1 -I I I M I!=I I F—I I FI I I-1!1=l 11=1 I i=1 I I-1 I ra 11=1 1 1-1 11=1 11-1 11-1 11=1 i I 1 I I- I 11=1 11 1 11�1 I!-1 11=1 11=1 11-1 I! "'�11-=III-1 I Cl I i=1 I I I 1 I=III=1 11=111=1 11-1 11=1 I IrI!I--I!1=1 I I=111=_kl I!=1 11=111=1 I I=1 I I=1 11=1 I I-1 11=III=ill=1 11=1 I LJ I IE 1 I 1=1 I M!1=1 11=1 11=1 I I-1 11 '-" I I-illy IIII�I E I-!I I-!I I-1 I I-!11=1 l I 1 I-1 11-1 I I-k I h1_l I_I I--1 I i-1 I I-i 11=1 11 -1 I ICI I I 11 1,111=1I 1=1 11=1 I I-III-!I!-1 11=l I ICI 11=1 11-1 I I-1 I!�H I I I,;,I [ QIEi 1. COORDINATE WITH FIRE PROTECTION I r-1 l I=III=III-I 11-III-I 11=1!I-III_.I I I I I I III -I 11--III-III-I 11-==III=111-1!I-I 11=1 I�I I!-I 11 I I 1=1 11=111=1 i 1-I 11=1 l —III=' "' -'�I-1IH11;,111III �fll�lllll�Il!II-I - CONTRACTOR DURING FRAMING RE: �- I PROVISIONS FOR ACCESS TO CONCEALED SPACES AND INSTALLATION OF FIRE SPRINKLERS /OR ACCEPTABLE ALTERNATIVE PROTECTION METHOD. REFER TO DESIGN & / GARAGE TUNNEL UNIT B CONSTRUCTION TOOL FOR CONCEALED SPACES, SHEET R003. ri 2. REFER TO TUNNEL CONSTRUCTION PACKAGE z FOR TUNNEL / GARAGE. p 3. ALL ROOF SLOPES REFER TO ROOF PLAN. s. Attic speloe with eI 0011 he BUILDING of fh►e fleet (5') or Ease, as rnneasure BUILDING SECTION o from •� (5) Crawl Spaces: Crawl spaces 4. REFER TO EXTERIOR ELEVATIONS FOR We of ft structural accessible through an opening WINDOW AND DOOR LOCATIONS. members of the floor to the iunderlside not greater than twelve (12) ' of the structural members of the roof directly abme• Attic areas created by square feet in area, with five feet % 5 or less of ceiling height, as oonstroctlor! $ roof with trues members will be excluded from calou- measured from the surface of latlon as aRFA, provided the trusses the earth to the underside of � $ - SECTION (UNIT B E are spaced no greater than thirty Inch. structural floor members of the (DB UI LDIN es (30 ) apart. floor/ceiling assembly above. ,i4" = �•_c" &SW1.dw9 0 u v v © 2004 42140 ARCHITECTURE, INC. � OO E. SANDAL JOHNS s�- A.3 A.7 C D 2'-6" 23'-11,V2" 16'-6Y2" w © u z �~ 0 00-4 w � 1 MAINTAIN ACCESS-'\ I _ I V J ~ o Full I X"1 0.H. BETWEEN ATTIC A533 TYP. ' RIDGE � � -------------�------- ---- I I� , � +28'-7" 12 12 o 4 ri _ •, ��4 II II x � u RIDGE TYP. " +25'-9" ------ ----1------ I I I I -- -� 53 _— —_ - — ---- d4 RIDGE BEYOND Q� 1 — E . TRU +25'-1 I ( I I 4f (R STRU 1 - AmQ — RIDGE u RI GE LINE --1--------� `------ - z (R 'RCP) 1 +22'-3 1/4" O 1 SPRING LINE— (RE: `.,�.;..� MEMO RCP) � 1 SIM. �i i i i i i i i i i i i i i i A416 � r3-'\\sim. BEDROOM 3 I BATH 3 1 HALL I 1 I I DECORAT ® I I GZ12 I ® 1 TIMBERS, min _ A417 TYP. ♦'_— �, — i a a OWNEVDEVELOM 1 I 1 1 I I I I I 1 VAM RESORTS 1 I I I 1 1 UPPER LEVEL = +10'-4" DEVELOPMENT -�- -- ----- -- -- +-----_ _� _ _-�- -I -t ----- -�- ----- ----------------------- ----- 1 1 1 T.O. PLYWOOD SUBFLOOR COMPANY I 1 1 1 1 I I I I I 1 AVON,COLORADO 1 1 I 1 CONFIGURA �\ I LMNG ROOM f W O' ° � 1 I 1 1 1 IS NOT ACCU 00 1 P YO 1 I IN THIS SECTION. 1 I 1 i EVA 1 BEND ENTRY PORCH ' MAIN ENTRY I SEE DTL. 5/A81 I 1 1 ° ck~l c fmoo, 1 moo,; 1 FOR COR 1 1 1 FINSH FLOOR CON 1 1 — 1 SEE CIVIL FOR GRADE � ELEVATION REFERENCES. TYP. DffiIGNARCH[1'6(.� HART HOWERTON --------�- - - -- - --- - MAIN LEVEL = 0 —0 I1f0 ,N�, ,{ = T.O. PLYWOOD SUBFLOOR i li-1l1=1ii=lif =11i_lI - -.. 1 Ell 11=1 11=1T 1 _ 1 1 � �_�S 1 1 _ SClt[ACRIRALffi1GINlr'ER )dONROEd<NEWSiL @1GIIV>li�S,INC 1 o a �' • ° - o - - AVON,COLORADO 1 — o I• 1 1 1 I MCNAMCALELBC UC.,Ai fNGRQ= STAIR AVON,COLOR&aO 1 1 + I I %mum ALYINRE GG .1NL i i i ii i Plll i i l� i -- -- � -- -- I I 1 COLOMM `4 LOWER ENTRY 1 1 FAMILY ROOM 1 1 G61MQ ® 1 I �� 1 1 PROJECT NUMBER: 20900.00 RE: TUNNEL C:)NSTF UCT ON 1 1 1 1 II 1 PACKAGE I 1 I I ISSUE REVISION DATE i 1 1 1 11 FINAL CONST. 01.03.05 -�- ------- ------_-------- ------- ----- - ------- - 1 ------------_____--..------..------� --- ---- rV GARAGE LEVEL = —12'—Q" �3 ADDENDUM 2 01.19.05 T.O. PLYWOOD SUBFLOOR — — 16 ADDENDUM 5 05.16.05 i i i 1=III-1 I I-1 11=1 11=1 11=1 11=1 I l l IF F;=-: I ICI I I=1 I I- 11=1 I I 1 I I -- �\ © I Imo_ _ hI I�-I LLI-�I _ _�I W.�1 =f I!-1 11=1 l 1=1I 1=1 I I-1I I-1 I I= I I-1 11-III-I I I�I-117-1 I' - 1 �I I I_I I I- I I-1 I I I I!=1 I I-1 I I EII-1 i I-11 1 I�I I I-1II=1 I F!I!=1 11=1 i 1=ill-111=1 11-I I 1=f 11-1 11=1 11=1 1I- i= - - _ = III=111 TYP. FT . 1 I CRAWL SPACE 1 I I-1 I I= 11_.-.I I I-1 11=1 I F1 I FEI I I=III-1 11 -I 11_1 I f.-1 11-1 I I=11 I-1 f f=I!1=III=III=III=1 I I-1 11=1 I H I 1-1 1I- I I IEEE IF7I i 1-1111!I.TI I I 1II-1 f I-1 11=1 11=1 i IHI I ICI I t=I i ° RE: STRUC. r_ i �I _I 11=1 11=1 I I-111=11 I---!11=1 11=11 hI 1 i-1 11-1 11=111-i I I-1 11=1 I I-I I I-1 I I-I I F9 11=1 11=1 11=1 11= 11=1 f 1-I 11=1 I I-I 11-I 11=1 1-1 I_ I I -I 11-I 11-1 11=1 11-1 I -I 11=i 11 1 1 111=1 11_ I IA I I-1 I Ed I IA 11E1 I El I I=IIB 1 =1 11=I I F=.111-7111 1=1 11E11 1=11 I-1 11=1 11-=1 I Ed 11-III=1 I F 1 la 1-11=11 l--I I�-il! 1 11=1 I I�=1 E I=1 11=1 11-I 11-III I f=1 11=1 I 1 i 1 I I-IIi=1 I I _l!1�1 I! I l 1=1!l-i 11-i 11=11 I-i 11=111WI 11=1 i X111-11HI�111=111=111=1I1-1 I l 11�11=1 I ICI I I-=1I1-1 - - - --I I I-=1 I I-1 I _I 11=f1 1 I 1=11r f=fll-i 11=1 I I=1 11-1 I�I 11-1 11=1 11-1 11=111-1!ICI 11=111-!11=1 11=1 11=1-[I -!1 I-1 I I-I I I- I I i I I-1 11=1 11=1 I I-11 FA 11=I I I I I-!I Ed I I;I I I-! - _ _ __:r;-ter __ _ _ _ =1 11=1 I I_I 11-1 I I-1 I Q 11=1 I i=1 I I-1 I EI I I-.=-1 11=1 11-1 11=1 11=1 11-1 I I-1 I I-1 11=1 11=1 11=1 i 1=11 i "`- 11=I I l III-1 11=III=1 I 1=111=1 . - a I 1 L--I i 1-11 =1 i I I 1�I I I-f11=1 1 1-11x1 I I-1 I FA I I Al — — -- _- -- - --.i - - —-- - -- - _ - - —— - - - -_ - - - - - - m° - _ I- =11 . - 1 I 11 I I I_: I !11= I I IWI I I� I �k I -111= �I 1-i I I-!I I- _ - I - F-9 -1 I I= i-1 I -1 I I-1 I I-1 I I-1 I I-1 I I-1 I Ell I�I 11-1 I I-I11_ _ - =1I ° - -• ' 11 -1IHI I1-1 HIf-!IP=l iE I1=1I1=III-1IImo!Ii� II iI1=1!I� 11II I !fI�1I i _ IfI 1= I - I!I I _ = 11- Ii--I I _ I!1 l = = III III II11 III III I , . �l _` _ _ _ = _ _,.. I I 1 I!r I i i 1 I 1 1 1191 I I ° _ _ _ - _ = 1 I 1- I I- I_ ___ __I I_ 1 I =111.__I1II_II1-1 I I-1 I I_I 11 I I I_1 I I;III-III-J 1 I_I I I_I 1 I-1 11 111=1 1=1 I _I 11-11 1 1 I I_I I ITI 117--1 11-11 I_111--1I 1=1 I i_I I I.-._I 1 I_ _I1!_111=1 I III=1 I I I I=1 I l-I I 1-111-1 I 1=1I IE111=1 I 1=1 I I-III-1Ii _ _ - - =_L- _ _ _ _ - - - _ _ _ _ _ - 1 MITI-� �1!1 =1 fi_�1 I--1 i I=- _ii I. I - =1 11-1 I I 11=i 11-1 11=1 I F-I 11=11 F I 1=1 1 1111=1 11=1 11=1 f 1=1 I -11 I I 1=i I ITI I I 1 11-1111=1 11-1 I I-1 I I-1 I I-III-1 11_1 I l-1 11=1 I r I -1 I I-111=11 H 11-1 11-1 i -1 I H!I�I H 11=11 I-11 f I I 1=11 ICI 1 I=1 I I-1 1=1 11 111=111=1 I I I 1-1 11=1 11=1 I f.=1 11=1 11=1 I L-1 I la I IE I I I- - _ _ _ - - - - _ -_ __ - - - - - I 1 — - I-I 11-!I�I I I-1 11=1 I I=1 I�f 11__I I I-1 I I-1 I I._1 I ICI I I-1 I i�I I�11-1 I I-1 I I=1 I I-1 I I-11�l I I I-11 I-1 I I-1 I I-1 I i-11!=1 I I�I I I x=11 - -` =1 T111=1 11�1 11=1 I.F-I 11=1 I I-^1 I I-1 I H 11- 11-11 I-11 I-11 I=1 I I-1 I 1-1 I 1=1 11�I H I I�I I-1 11�I I.1 11� 11=f I -1 11-1 11-1 I I-1 I I I I-1 I 11-111-1 11=! = - _ _ - _ _ - - = -- _ _ _ -- - - - - - - - �- - - _ _ - -1 - - !�I i-I 11 ELL 17=1 I I-I 11=11 i-I I l_I 111 11TI 11 11 i__I I k-111 I!! "I 1 I_I!I�I I !I 1=1 11=1 I�I I Irl I H I I� I I I�i 11=1 11 11-L-1 I I-1 11-III-III-1 11=1 11_I 1I- 1 11-11 l�11= !1=1111=1 i 1-=111-1 i 1 1 i 1=1 i I-!i I i 1 111T1 i 1=-11 111=1 i 1=1 i Iwl I i�l i I-11 111 1 I 1-1�1 -_l I I-1 I El i E_-11 1 11=1 I I;1 i - 1- � f= - r=f --f =_ _ - - _ - �1 I!14 -N I!�-N 1- -i I =N 1= - _ -IHIH 1 r=111�11-1 11-i 11 I H I _I I, _I 1 f I 1 f I H 11-1 I H 11-I 11�1H I H= I H I HiFI i F--111=-IIH 1 I II�f 1�I 1 I 1 111-111 1 HI1 1 1-f11- 1 _ I I 1 �_- - i I 1 I- 1I I I 1-1 11=1 i 1-1 i 1=1 I I-jl 1-11i=1 I f=1!1=11 III- I I i=1 I I, ,I 11=1 I I-I I I_ 11=1 I l i f1-1 1=111- 1 I= I I-111-111=1 1-1 l 1=!I I=I Imo!11=!I!=1 f I 11 Iii -k I i-I I I-1 11-1 11-1 I!-1 11=111= 11=1 I I-!11=1 I - I I -1 I I-1 = I—)11-1 I! I I 1=11 I- 1-1 11=1 11-1 11-1 I I .11%I I�I 11= III ill 11 1 I l r III f l l 1 4 I-1 I I I I 11 1 I I 1 11 1 1 1 1" 1 11�1 1 r�--.' I 11>=1 I 11=►11= �=I 1 I-1 11-1 I ITI I F-1 11=1 I I=III-1 I-1=1 I I=i I I=1 I H I 1=111=1 f i=1!I� 111-i I�I 11=111=1 11=1 1 1=111=11�I 1 -I 11=111=1 I I I I�I I�I 11=1 11=1 �I 11-1 I I I I 1=1 11=1 11=111# 1 = -111= 5 I�'11 1=111=1 E 1.- I I I-I i I -1 i I I I I=1 11=1 I I-III=1 I I- 1 11-1 11=1 11=1 I I=111-1 l 1=1 f I-1 11=1 I I=1 f 1-1 l 1=11 =11 I-1 11=1 11=1 I I 11=1 11=I I =1 �_"'-"' '' -::�—I•I I,�111-�lll�lrl I I III I 111 111 �I i i I I 1 I I I--I;�-- A812 A A511 TYP. NOTE: 1. COORDINATE WITH FiRE PROTECTION CONTRACTOR DURING FRAMING RE: PROVISIONS FOR ACCESS TO CONCEALED / GARAGE TUNNEL UNIT B SPACES AND INSTALLATION OF FIRE SPRINKLERS /OR ACCEPTABLE ALTERNATIVE PROTECTION METHOD. REFER TO DESIGN & CONSTRUCTION TOOL FOR CONCEALED SPACES, SHEET R003. 4 2. REFER TO TUNNEL CONSTRUCTION PACKAGE FOR TUNNEL / GARAGE. 3. ALL ROOF SLOPES REFER TO ROOF PLAN. BUILDING 8 to BUILDING SECTION 4. REFER TO EXTERIOR ELEVATIONS FOR WINDOW AND DOOR LOCATIONS. A382 a W fi to N 1 BUILDING 8 — SECT N I eSC0l.dwp V C 3 O x V V U © 2004 4214 ECTURE, INC. of c01aR�o c.,~ O E. RAND AL JOHNS sF c� wj D C B A u N O 16'-6,V2" 19'-7,y2 7'-10" A � W � o 1 SIM. MAINTAIN ACCESS _\ I I BETWEEN ATTIC 1 SIM. .0412 AREAS, TYP. .0414 V r54 (RE: STRUC.) 1 1 -- ---- 12 ---------------�--------- - 28'-7" W > 1 1 1 1 RIDGE �yy ROOF 26'-7 1/2" 1 1 i14 BEYOND 1 RIDGE BEYOND 1 1 1 _ — ----------- _ 25'-9" z 1 1 1 RIDGE BEYOND O 1 ROOF BEYOND 1 � � - , , -:: � .,. ._:-_ �,, 1 __✓ � 22'-3 1/4- 1 1 t 1 --- -1- - ------ — 1 12 ENG. 1 RIDGE BEYOND t t 4 r' 6MIQ TRUSS 1 1 RIDGE LINE 1 1 t 1 (RE: RCP) 1 _ — - 1 i•) �_ t L SPRIN LINE BEYOND 1 awNex�n 1 1 t (RE: RCP) 1 1 1 1 f 1 VAIL RESORTS jBATH 4 BEDROOM 4 DEVELOPMENT W =.� ® t 1 COMPANY 1 EXHAUST LOUVER 1 1 EL=+11'--7 1/2" 1 (RE: MECH.) I t 1 TOP PLATE V-1 ` - _�_..�._—_T-- _-- - ---------- _ UPPER LEVEL — +10'-4" � , RE: RCP • T.O. PLYWOOD SUBFLOOR 1 TUBE STEEL 1 ARCHrM7 PIE (RE: STRUC.) ARCM I Porww,CoWnWb 1 UNIT B 1 J I > » 1 1 t , 1 t (BEYOND) . I � nasrcNAaaarecr 1 MSTR. BDRM. I MSTR. BATH MSTR. CLST. 1 UTiury t_ — ( 1 i l I t OPNG. 1 o HART I HOWERTON New Yas[c,msv x0w 1 1 1 1 FINSH FLOOR TU qTEEL 1 I �• SEE CIVIL FOR GRADE MONA=&NEWML IMMMUNIM INC (R 5 UC.) I = — — — — — -1I I-1I I-11 F— — ELEVATION REFERENCES, TYP. AWNCODDRADD t t t I 14l 11=l{1=l 11=111=1 I I=l I I=1 1 1=11 I--- 1=14 C -1 I -I i f-1 f I-1!f-1 I I-111-l 11=11 I�f f I 1=f=f I I _ j MAIN LEVEL = 0'-O" Avg C !F- I f=1 I I=!I f=1 I f=III-1 I I=1 I 1=1--1 11= — 11-1 I H 11=T11=I 11=11 I-{11 T.O. PLYWOOD SUBFLOOR civuswonam I I-f 11-11 I-111 l =f!I I=1—i 11= VAUMCOIDRADO td -v - a _ A _ _• ` • a a - 8 - _ a a 1 t 1 PROJECT'NUMBER 20900.00 GAS F.P. FLUE 1 1 _ EXHAUST W/ 1 l I � 0 ISSUE REVISION DATE I 1 L.: DECORATIVE 1 FAMILY ROOM FLEX SPACE MECHANICAL 1 N 11 FINAL CONST. 0.1.03.05 - - � COPPER COVER to ADDENDUM 2 01.19.05 RE: TUNNE CON!TRUC. 1 1 FIREPLACE 1 PACKAGE t 16 ADDENDUM 5 05.16.05 1 (RE: INTERIORS) GARAGE LEVEL = —12'-0" _ -_= =N I�f I I-I I 1=111=1 I H I I�I I�11=1 I!=�I �� i� ti , 1 - 1 — — T.O. PLYWOOD SUBFLOOR I I 1-1 I I�I I f=1!1=1 I f=1 I I—i 11=T-III i I 1=1 I F-I f 1=111=1 11=1 I I—I f G F —111-=''1-11=111-411=I 11=111=1 I!=111=I I I-IIII I -I 1—I f I-111lll=111-1 I I-11k!1I-llk—!1I l lk T�lll—I I=lll—i! I=l 11-III=11—I I_I 1 1 1 ` TUNNEL LEVEL — T.O. CONC. SLAB - - - "1-111-III-111-I I-III--I 1 I-III-III-III=111=1 I H I 1=1 I I--!I NP. G_ � R�: TUNNEL CONSTRUC. PACKAGE RE: RuC. QmwL �pACE Ir _ 4 Ell i—I 11—1 I!—I I�I i —1 I_ II!—I I i-111=1 I I=1 I I-1 f 1= _ _ _ __ 1 11-1 I If I I-1 I !I! I 11-1 I Imo!I i=f 11=I ait 1 1-111-1 i-1 1 i-11 i - — — — �— — — __ _ _ _� ri_ _ _ I f-III-11 I III-1 I I-1 I I�I I-1 I I^I i 1 11f-1!f=_I 11=1TI=1 I I-11 1=11 H I I912 11 A 1=11 f-1 11-1 11=1 f I !11=!I I !.I I-1 f I_-1 f Iii f 1=111—!I I-1 I I-TI-1 I I= a �_ • I-1 I I—III-1 11- -' 1-1 I I�I I III-III 1 I-III-1 I-1 11=1 I I�I I-1 11=1 I I�11-f 11=1 I I-lII-1 11-1 I-E.I EI I I=11 H I IA I! III-_I I i=111^I 1 f=i I!r1-I I!_-I 1! -!I I-111-1 i I-TI 1-1!f�1 11=1 I f-111-111--III=1 I _ °- a Q° a III 1''- '= 11-1 I I-1 f 1-1 I lEl I I 11=I I IE:- f�ll1=111 11=1 I I-1 I I�!H 11-11 I-9 11=111 11=!f I-1I=1 1-1 11=1II1f 1011_I,1-I I IE-1 I!_I 11=1 I I-1 I -�I I-1 11=1 I II l i-III= I I-1 11=J . 111=111=�==111=I I im I r 1 I 1=1I1=i 1 G 1 1411 r!I If IM f 1�I 11-11=11 i-1 i 1 I f 1-I 11 i i 1-1 i l�l 13-I f 1=111-1141 i I�l 11�11=I N I l-i 11-1 I - IIf-III-I!ICI I I-!11=1 I I-1 i 1=1 I I-1 I I=1 I l=1 1 141 I I-i!1=1 II!1=11 ICI 1 JII=1 11-1 f I-1 I I-f I-i 114I 1.1.-1 11=1 11-111=111=_f I I---I I I-1 I I-111= I i-1 11-I 111 1� 1. COORDINATE WITH FIRE PROTECTION -1 IYI I I—flk�l I-1 114I I I�I I-11 I=1 I ICI i=1 I I=1 I I=III-1 I I I I IE—d I!=1 E=11 1=1 11=11!=-1 I i--11 I—_I I!=1 I II I H I I-A!_I-=I II III=I I I-1 f 1=1 CONTRACTOR DURING FRAMING RE: I li f11� ,I l 1,;;111---1 I l=1 I l I l=I 1 l-1 I l^!I I-i f I=I!!=1!11 1 111141 l I-1 l-1 l 1=111—I 11=111== l IEl I Il!1-=l!I--1 I I-1 l i-1 I L I I I--I I I_�I I a—i+ "'—'''- -,,, „ �� III—III SPACES PROVISIONS FOR ACCESS TO CONCEALED SPACES AND INSTALLATION OF FIRE SPRINKLERS /OR ACCEPTABLE ALTERNATIVE PROTECTION METHOD. REFER TO DESIGN & CONSTRUCTION TOOL FOR CONCEALED SPACES, SHEET R003. 2. REFER TO TUNNEL CONSTRUCTION PACKAGE UNIT A GARAGE TUNNEL FOR TUNNEL / GARAGE. 3. ALL ROOF SLOPES REFER TO ROOF PLAN. BUILDING 4. REFER TO EXTERIOR ELEVATIONS FOR BUILDING SECTION WINDOW AND DOOR LOCATIONS. 1 BUILDING 8 — SECTION UNIT A d� A383 2004 42140 ARCHITECTURE, INC. c 01 E. RANDAL JOHNSON �sC W D C B A 19'-7Y2° 7'-10" 0 W � A � 1 SIM. .■�I O A411 3 SIM. A411 +28'-7" Q �� 1------------- RIDGE BEYOND rrtl f I- +25'-8 1 2" 1� +26'-7 I 2" RIDGE BEYON ----1---------------------------- _ RIDGE D I 1 _ 1 1 - -- ---------- -- ----------------.. _ -- -- ---------------- � --------- Z +25'-1 RIDGE " NEW 1 `J 1 W 1 1 � 1 1 1 ATTIC � I 1 1 f 7 ATTIC 1 1 1 1 1 RIDGE LINE 1 1 _ E . TR S 1 (RE: RCP) 1 -- 1 1 1 SPRING LINE BEYOND 1 r- 1 I I 1 I(RE: RCP) UNIT B 1 1 11 BEYOND 1 owNSwDav>:�ort3R BEDROOM 3 1 VAIL RESORTS 1 1 5 1 A UNIT STAIR \ 1 ® 1 1 1 I A811 © CONFIGURATION I f DEVELOPMENT i 1 1 LFOR OT ACCURATE �, 11 1 COMPANY i f i IS SECTION. 11 1 AVON,COLORADO 1 1 1 DTL. �A$1 ,` UPPER LEVEL = +10'-4" ��* �'ISOM -----f----------------------------- - --�- ----- ----1- ------ ----------f- —_ - CORRECT - 1 - - - ------- - -- f 1 I I IGU 1 — T.O. 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LVL _�__ _ _ -7- oa =+10'-4" tt N wsi_! s� sir rirw�_`_—_ a ME T.O. PLY ----------- UPPR. LVL — z `•, =+10'-4" T.O. PLY .0753 1OWNER/DEVELOPER e VAIL RESORTS ® DECORATIVE WD. I DEVELOPMENT TIMBERS I (RE: R.C.P.) COMPANY I —_ MAIN LEVEL EL=±O.o WINDOW HEAD/SILL AVON,COLORADO (TOP OF PLYWOOD) DETAILS AXCrCW"MOO= RE: SHEET A753 ■ J 1 A I 1 I ♦ xA.sraRr�tar»x A753 DEUMAAICIOr cr ' I HARTI HOWERTON i I , NW>M[c.WWY0Rx 1 E i STONE VENEER BIONRM&NUMLENGROMSE a FINISH FLOOR AVON,COLORADO SEE CIVIL FOR GRADE M� fRE STRUCTURAL M _PLY ELEVATION REFERENgF -EE, i I RE STRUCTURAL _— M I T.O. PLY Aiarn�c i RE STRUCTURAL VAD,COLORADO i CEILING JOISTS I i MANurGs STEEL STUD PROJECT NUMBER 2090000 r r 08 I ISSUE REVISION DATE r I �, 06 CONST DOC r ® FOR PERMCI` 08.13.04 N I \ Q BIDG.2/CONST.'.09.02.04 MAx I ' STONE VENEER ®BIDG.3/CONST. 09.24.04 • o�-�o oho RE STRUCTURAL ®BLDG.4/CONST. 10.11.04 O I to BLDG.S/CONST. 10.25.04 z 4 oa no 2 � / � I 6.0/7.0/8.0/9.0/10,/11 a o WALL TYPE i N RE: A611 FINALCONSr 01.03.05 a is ADDENDUM 5 05.16.05 SIM. 4 I (O.H.) .0532 1 - I GRADE 1 RE: CIVIL a 1 GRADE 1 I RE: CIVIL -- LOWER LEVEL EL= -12'-0r -- (TOP OF PLYWOOD' " o7 _ ICI I I-1 I �=1 I ��I I I= 1t OWL S E 11 1___[ I I_1 I I_ - I I II I I_I I --1111 I I�I I I---I 111 I I_I I ^' ' QmwL 11=1 11=1 1=1 II 1=1 1- BUILDING =1 [ I=1 I 1=1 11=I-I1 I E1 1 I; WALL SECTIONS 2 WALLDtlSECTIQN UNIT tA� IR EP�LA CE WALL SECTION UNLT�B TNALL SECTION A415 3 1 1 © 2004 42140 ARCHITECTURE, INC. G01 ytiQ °o 1 (O.H.) iL E. RANDAL A531 JOHNS r 1 DRAKE. 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PLY — MAIN LEVEL = +0'-0" CIMMOGROM T.O. PLY AUNMEW.DWERDI ' VAD9OOLOYADO ♦ ` .. PROJECT NUMBER: 20900.00 .w...♦ ♦ I ISSUE REVISION DAM ® "Mom= om A r m EILDG.2/CONSr. 09.02-M -- - ®BLDG.4/CONST. 10.11.04 NOTE: REFER TO FLOOR — _ PLANS FOR WALL TYPES 3 o BiDG.S/CONST. 10.25.04 e 753 6A/7A/W9A/10A/11 FINAL CONST 01.03.05 16 ADDENDUM 5 05.16.05 T.O. WALL — 7 GRADE A7 (RE: CIVIL) — — GRADE VARIES - (RE: CIVIL) CONCRETE TERRACE (SLOPE TO DRAIN) 11=1 I Ed I 1=111=1 I 1=I I 13 1 - - - - - � - 4 - I - -121-0" M\ tvt KAUF o o. a F�fl I 1-1 - - I—^ A -111 I I I-1 11-1!ICI I I-1 I l-� I ICI I �I 11=1 I ICI I ICI I ICI 11=1 I F1 I IEI 11=1 I I^! 11=1 11=1 1=1 I i=1 11=1 I F I 1=1 I E WALL SECTIONS CRAWL Y� 1=1 11=1 11=1 I I=1II-1 11=1 i 1=11 I1 � •� _ -- I I 1 1=111=1 I I=1I1=1 11=1 i 1=1 1 1=111-1 i I-1 I I III-1 I I=f I I-1 I ICI I Irk 1 FIII I:A 11=1 11=1 ! 1=1 11=! 11=1 11=1 I I=f 11=1 I I;1 I I 1 I 1 I 11=1 I iii 11=1 11 1 1=111=1 11=1 l i=11 I-! 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I — = i i I I 11 I--i I I-—1 1 I—I E µ I I 1 is ADDENDUM 5 05.16.05 \ ENTRY DOOR R _____ __— I I 1=1 11=11 1=1 11=1 11=1 11—i I I-EI 11=1 11=1 1 1�1 i 1 o 4 (RE: A711) —I 1—I I E�I-1 —III= 1 I l— I I E - —I Hl I —ll 1-- —I U 1 rl SIM. A I 1=1I—=1�1=1 I ICI I ICI I i=i I ICI E 1=1�ICI 11=1�iii ( 1=111=1 I I—=11 i--=1 I =1 I i F. M I I-1 I I—I I I-111=11 I-1 I I=1 11-1 I I 111=111—I 11-111=1 11=1 I F1 '- - -1 11-I I I-1 1 1=111-111-111-1 I I-1 11-1 I I-1 11-I I FINISH FLOOR +3* — _ _ — — — — — — y A MAIN LEVEL = +0'-0" Q Q 4 T 0 PLY t a 11 1 I F- d I Q ` a I II-1 I I-1 I=111=1 11=1 k 1=1 11=1 11=I 1 I=I I i=i 11 1 I I=1 1= RE: TUNNEL CONSI. Q PACKAGE I a b Q a a WALL SECTIONS a o RE: TUNNEL CONST. IF PACKAGE PARTIAL WALL SECTION UNIT ��� WALL SECTION UNIT B 2004 4 CI O INC. E. RAN;PL joHN N A kk (O.H.) LJ I I I I I I I I I I I I I ... ......... - o WJ ,� ROOF BEYOND Uz � o wj 0-4 F BEAM 0 (RE: SrRUC-) ILL== r6 (O.H.) UPPR- 1A T.O. PLY VAIL RESORTS DEVELOPMENT COWANY AVON,COLORADO AXCNTEWr(WZW= SOUR WD. BEWS r. (RE. STRUC.) D9rww.C4kmWo Cro SKI TO UTILITY MASTEXPLANNU CLOSET DESIGNARCHMSCr HAILT I HOWERTON wY0EXNWT0W STONE TERRACE (RE. LANDSCAPE) SMUCTUMLEMANM I M0NWH&kJHWlUBNGBQMMS.M AVONCOLORADO MAIN JM -+Q'-Qp WCHANIXALPLUMMALENGMM T.O. PLY M-EENGM994= AVON.COLORAM aVrLENGW= I 11-1 111 VAU�001DRAW L 4 "1 Ff PROJECT NUMBER: 20900.00 MUE REVISION DATF, 08 BII)G.3/CONST. 09.2404 AJBLDG 4/CONST. 10.11.04 10 BLDG.5/CONST. 10.25.04 AW7A/8A/9A/10A{1l ( NEL FINAL CONST 01.03 05 RE. TUN CONSTRUCTION PACKAGE) 16 ADDENDUM 5 05.1605 -A6-GWAGE LVL.--1 2'---r---- - --------------------------- --- Lul v T . PLY 0 II=I IA I M I F C> I I M I IHEI i 1= Mi I M I Fi 11=I I El I I 0 0 M I M I 1EE1 I El I lEl I I 111E I lHHl I F1 11=1 11-1 11 -11 El I 1- 16 -11 M] I IE- BUILDING M I lEl 11=i I lEd 11 a WALL SECTIONS i—ri i-J I 1=1 11=1 I 1�1 I I I El I M I M 11-1 I I I-El 11=111-I I M] 11-1 -11 El I M I M II-_- WALL SECTION A418 JUMT A) �WATJ, W-CTTON (T TNTT A C 2004 42140 ARCHITECTURE, INC. tf Colo E. RAN DAL JOHN N t INTERIOR CORNER REINFORCEMENT OUTSIDE CORNER REINFORCE ,RENT 3" SNOWMELT SUPPLY do 5TEF I A RETURN (SEE NOTES 1&2) STEP I ��LL.. {L 7YP. PIPE PIPE STAINLESS STEEL BAND CLAMP UNCURED NEOPRENE FLASHING -- W S" (SEE NOTE #3) w CLR- NEW 2" HIGH CONC. CURB. CLEAN dt ROUGHEN TOP OF CONC. SLAB Z O i c ` DOWEL EPDXIED INTO CONC PRIOR TO PLACEMENT ' .. ` PRIOR TO IN5TALLATION OF W.P. a HORIZONTAL WATERPROOFING i� ' ` RE: 5TRUCT DWG5 MEMBRANE (SEE NOTE 4) DETAIL WATERPROOFING I r PROTECTION , AROUND DOWEL PENETRATION �Q V J a•: i , +. •; . .. -a _. : . .= �, : . ::• C �v WATERPROOFING MEMBRANE i • CONCRETE WALL OR SLAB ^/ *Q a 4 11 11 .4 C.I.P. OR PRECAST CONC. SLA9 � � y t •� - 4 -. - �a I� 11 Q-4. -- - FIRE—RATED CAULKING MATERIAL ' -- IL e I I 4 > • - } , O - - - II 11 - - Q � Z t it W. .40 Q T4 IF 0 NOTES: a 4 4 Q Q W Q L1 /� d 1. PIPES SHALL BE CAPPER. POLYETHYLENE TUBING SHALL NOT F4- _ BE USED FOR PENETRATION. v '4z, O 2. MAX. OPERATING TEMP. . 135'R MAX. TEMP. ALL CONDITIONS 180'F. 3. REFER TO MANUFACTURER'S DETAILS FOR ADDITIONAL INFORMATION. a Q 4. OTHER LAYERS OF HORIZONTAL WPM SYSTEM NOT SHOW FOR CLARITY. a a SEE TYPICAL DETAILS SHEET A505. ALL. OTHER DETAILS OF HORIZONTAL & �'3 COMPLETELY ENCMWLAX ALL RGNFORCING STEP 3 �P�,Y>51CAP55ULATE ALL BiP� Rg1NFORGLNG VERTICAL TRANSITIONS APPLY PER MANUFACTURER'S DETAILS. WITH A TOP COATING OF"OT-APPLIED WP. *01 A TOP COATING OP#104F mim w,. NO REINFORCING SHOULD BE LEFT WOW OVERNIGI]'T. NO REINFORCING SHOULD BE LEFT OP'D: ED OVERNIGHT. OWNSR/17EVADM VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO AlCHrn rr on&Ba= F NOS T N T UT MO DETAIL D CON R NFO C G D TAILS T DOS �P� E E N D AILS AMW ,� � B ■ J Denver,Colando MAS'VL PLANNER Dew ARCHnWr HART I HOWERTON NA'41JY�NelW YQ1teC CMUMPRAL en*RM= AVON.COLORADO ABICHANMAL ELBCTXXAL UNCURED NEOPRENE HCf-APPiIED VP REINFORCEMENT °. PLANTER WALL OR CURB HIT-APPLIED,W.P. evOK COLORADO Levu.�+iGp+tB101 UNCURED NEOPRENE FLASHING d a 4 CONTINUE PROTECTION nac BOARD#DRAINAGE MAT HOT-APPLIED WP g" 4 CONTINUOL)5 UNDER a - °a FOUNDATION WALL TO Q PLANTER WALL OR CURB PROJECT NUMBI3R: 20900.00 FOOTING 4 DECK ° ISSUE REVISION DATE DRAINAGE MAT ° a :4 ° _ JOINT IN DECK--- RE:3TRL CT 04 CONSI'DOC a 4'MIN. EXTEND HOT-APPLIED W.P. _ FOR PERMIT 07.23.04 REINFORCEMENT 5TRUCTURAL AND CONSTRUCTION JOINTS DOWN UPPER PORTION 14 Q DETAIL WATERPROOFING 05/06 CONST DOC NOT REQUIRED AT SHRINKAGE CRACKS AT ALL CHANGES- t OF WALL FACE TO MEMBRANE AROUND REM ROUGH CONCRETE >1/1 G' <114'IN IN-PLANE ENCAPSULATE THE d 4 FOR PERMIT - 08.1104. OR CRACKS UP TO WIDTH CCW 711-90 SHEET 4 4. .1119 BLDG.2/CONST. 49.0204 d ^ 4 CLEAN SURFACE OF W.P., "%--REBAR FOR PLANTER WALL 4 �I d PRIME 4 INSTALL SHEET OF WALK CURB TO DECK 08 BLDG.3 1CONST. 09.24.04 Q CCW 711-90 12' MIN ONTO Q SPRAY APPLIED W.P.AND 09 BLDG.4/CONST. 10.11.04 Q UNCURED NEOPRENE UNCURED NEOPRENE 9' MIN PAST JOINT 114 DECK 4 FLASHING ° 10 BLDG.5/CONST. 10.2504 FLASHING - a 5PRAY-APPUED W.P. 5B FINAL CONST 01.0105 -4 a = EXTENDED TO WITHIN CONDUIT OR ° 4 3'OF TOP OF WALL 4 6A/7A/SA/9A/l0A/11 PIPE LE�55 PIPMENT GREATER THAN OR a ', THAN EQUAL TO 1' S . 'v EMBED 61 WIDE FABRI Q FINAL CONST 01.0305 Q 4 a _ .a _ °a Q BTWN 2-30 MIL. Q _ 16 ADDENDUM 5 05.16A5 NOTES:50ME PIPE MATERIALS (COPPER, BRASS) MAY REQUIRE ROUGHENINGJSANDING. e " � a" 4 ° n OF SPRAY APPLIED W.P. Q Q IN ADDITION TO PRIMING W/5URFACE CONDITIONER, FOR PROPER ADHM90N OF WATERPROOFING. = METAL PIPES MUST BE FREE OF ALL OIL AND RUST. - a a e 'v I3' '�2i•a-rte •y:�:r.F-'4.-<�t�.. RD NOT SHOWN FOR CLARITY. - - PROTECTION BOARD -mss :ter. T I 4 Q I •=I..,... EXPANSION JOINTS UP TO 1"IN EXPANSION JOINTS 1'TO 2' IN 4 WIDTH AND MAX. 50%TOTAL WIDTH AND MAX. 5096 TOTAL ^I I I WATERPROOFING MOVEMENT ANTICIPATED MOVEME=NT ANTICIPATED '�". DETAILS TYPICAL VWA0S=RE_C N U T PE E ON DETAIL C I A WATER R DFING DETAILS Q P OOF G D TAILS N(1 SCALE �' W SOME A505 2004 42140 ARCKITECTURE, WC. col'o � FOR TRANSITION DETAIL AT FOR TRANSITION DETAIL AT RESIDENTIAL WALLS Nff ABOVE RESIDENTIAL. WALLS A8( VE E. RANDAL TUNNEL — RE: D/A511 EXT WALL SHEATHING TUNNEL N RE: F/A511 JOHNS STUCCO FINISH SUB--SILL FLASHING W/ RE: WALL SECTIONS DRIP EDGE AND END & SPECIFICATIONS DAMS AT EACH END LAP BLDG FELT PAPER OVER LEADING EDGE OF SEALANT 81TUTHANE EET FLASHING SPRAY–APPLIED W.P. EXTEND BITUTHENE SHEET MD W.P. UNDER SUB--SILL FLASHING ALL FASTENERS FOR DRIP W STONE VENEER AND SET IN BED OF LM3000 EDGE. FEASHINGS, ETC SHALL LIQUID MEMBRANE TO EXTEND BE INSTALLED THROUGH 3" MI DOWN FACE OF WALL S SOLVENT WIPE FACE OF Q H N SHEET W.P. a ca SPRAY—APPLIED W.P. PRIOR COPPER CONT FLASHING BED COPPER FLASHING SET 3 TO INSTALLATION OF SHEET W.P. 4 -a .4 ° FTC a IN CONT SEALANT BED w GRADE RE: CIVIL STONE VENEER a RE: STRUCT ALL o -•----III - z - [..� cd AT WALL BEYOND WINDOW SET BMJTHENE SHEET W.P. 4 EXTEND SHEET W.P. 12" MIN IN BED OF LM3000 LIQUID m _ O ABOVE STONE VENEER. MEMBRANE EXTENDED 3 MIN z ° THREADED ROD ANCHORS 0 BITUTHENE SHEET W.P. LAP FELT PAPER 6" MIN OVER EACH SIDE OF JOINT BTWN z —III ° EPDXIED INTO FDN WALL SHEET W.P. N TYP CONC AND WOOD FRAMING a c PRIOR TO INSTALLATION x V_ OF W.P. – RE: STRUCT �+ d d � � • SET BITUTHENE SHEET W.P. IN BED OF L.M3000 LIQUID —I W W MEMBRANE EXTENDED 3" MIN - - ° - a . STONE VENEER . - ° . - '� EACH SIDE OF JOINT BTWN ° a ° e , � a 94 m CONC AND WOOD FRAMING ° © ° 3 I I I 4 d DETAIL W.P. AROUND ROD V W CONT 36" WIDE STRIP OF d °w --I °-. PROTECT EXPOSED THREADS e BITUTHENE SHEET W.P. ° I I III BEYOND FACE OF ANGLE TO F�r1 O APPLIED DIRECTLY OVER 4 . s IL ! ° ° KEEP CLEAN & FREE OF W.P. 1-4 GRADE N RE: CML 4 . = SPRAY–APPLIED W.P. AND a in APPLY CONT SHEET W.P. OVER I ( I d ° Ia ° EXTENDED 12" UP ONTO q W r ANGLE AND EXTEND 4" MIN ° EXTERIOR WALL SHEATHING w a ONTO SPRAY—APPLIED W.P. EXTEND SHEET W.P. a 'a . °. LAP 4" MIN AT SEAMS 44 . N I I 12" MIN DOWN ONTO - ° ° .44 0 ° SPRAY APPLIED W.P. ° FACE OF HOT–APPLIED W.P. EXTENDED TO TOP OF o o LEDGER ANGLE INSTALLED CONC FDN WALL PAINT G RE: STRUCT TWO COATS HOT–APPLIED W.P. � � OF PREMIUM A!KYD ENAMEL N PRIOR TO INSTALLATION N TYP OWNWOBVELOM TERMINATE RIGID INSUL VAIL RESORTS AND DRAINAGE MAT AT BOTTOM OF ANGLE DEVELOPMENT W.P. SHALL BE CONT FULL HEIGHT OF WALL COMPANY AVON,COLORADO F �_M T N SID WINDOW D •W.P.M. T W T NSI TION 3 Fli ■ 'I V*MN L—SHAPED COPPER FLASHING 2" X 5" WITH 1/2" HEM R�NM DIRECTED AWAY FROM FACE OF W.P. IMMAYEEnTECr BURN—OFF POLY SHEET VENTILATED HART I HOWERTON FILLET BEAD OF SEALANT FACING ON SHEET MEMBRANE CRAWL SPACE PRIOR TO SETTING THRESHOLD AREA TO BE PROTIrCTE[' - - 4 ' rxc�NSaoraaRc WITH HOT–APPLIED W.P UNTIL ! I d 4 EXTERIOR WALL OF RESIDENCE IS CONSTRU :TED. 2" RIGID INSULATION OVER I d° IF RESIDENCE IS CONSTRUCTED WATTDiPR04FING SYSTEM I -4 Boa CO s.n�c BACKER ROD AND SEALANT RESIDENCE AT TUNNEL WITH TUNNEL., ELIMINATE WATERPROOFING DOOR THRESHOLD � I • . ° - - CONT TERMINATION BAR TO BE PROTECTED WITH SET IN BED OF MORTAR HOT—APPLIED W.P. FROM AREA INDICATED "HUS: — e a AND SEALANT '� T� AVOK COLOUDO PAVERS INDICATED THUS: .° a v CONC FDN WALL PROVIDE END DAMS IN a EXTEND SPRAY APPLIED crim SHEET MEMBRANE ° - SETTING BED AT JAMB CONDITION ° WP & DRAINAGE MAT TO RE: STRUCT mHavam wLPME SMDU ffim�nac °- vAU,oo�.oRADo AND TURN UP INTERIOR BOTTOM OF FOOTING ° - 4 EDGE Q . a. - INTERIOR OF RESIDENCE �� BARRIER sL:AL.ED a EMBED 6" WIDE FABRIC ° TO FDN WALL - TYP PROJECT NUMBER: 209MOO % = REINFORCEMENT SHEET PROVIDE CONT INSUL BD BETWEEN 2–� MIL. ° OVER VAPOR BARRIER ISSUE REVISION DATE EXTERIOR OF RESIDENCE SEAL. coNSTRUenoN JC NT MEMBRANE a d d TO PREVENT DAMAGE OVER TUNNEL CONST a coNSTnoc a a ° POR PERMIT 08.13.04 _ }` ° / V ° Ic a- ° 4 a a I III I I I I I I 1 I — .2/CONST.' 09.0204 va FRAMING RE: STRUCT 4 &BLDG 08 BLDG.3/CONSr 09.204 d W Z 4 ° - s I I III Q a ] 4 a 4 09 BLDG.4/CONST. 10.11-04 � 0 _ III m p –III III I ° d EXTEND BITUT 14ENE SHEET EXTERIOR WALT OF RES DENCE / lI �' i0 BLDG.S/CONSI: 1025.04 °z W.P. UNDER THRESHOLD I I I 7A A i 1 Z AND SET IN BED OF SPRAY—APPLIED W.P. IAN CATED PROTECTED S a / /8A/9 / OA/1 I I ° LM3000 LIQUID MEMBRANE. c�1 QU FINAL CONST 01.03.05 I I Led d4 -- ° BED OF LIQUID MEMBRANE 04 a : 4 - ° n ° TO EXTEND DOWN FACE a ° d 16 ADDENDUM 5 05.16.05 d OF WALL OVER FOUNDATION TUNNEL DECK TO BE PROTECTED ' ° a a a WALL W.P. WITH HOT–APPLIED W.P. :a FOR ADDITIONAL INFORMATION a - RE: TUNNEL W.P. DETAILS 4 °a LAP SPRAY—APPLIED W.F . a - • d ° - - SOIL FILL N RE: CIVIL FOUNDATION WALL OF 12" MIN. ONTO EXPOSE!, HOT—APPLIED ° d d _Q a AND LANDSCAPE DWGS 4° RESIDENCE N RE: STRL W.P. (SOLVENT CLEAN CC JRFACES PRIOR ° a 0 a ° TO INSTALLATION OF IN!). ° d : d ° REMOVE PROTECTION BOARD 4 e n . n ° FROM SURFACE OF FOUNDATION WALL OF T INNEL O � ° FOUNDATION W.P.. SOLVENT TO BE PROTECTED WITH WIPE, AND LAP BIMHENE EXTEND SPRAY W.P. s SPRAY—APPLIED W.P. IN ACATED �� ° ° SHEET W.P. ONTO FOUNDATION 12 MIN ONTO HOT–APPLIED W.P. THUS: O p0 0 WALL W.P. 12" MIN. `0 O FOR ADDITIONAL INFORM AMON L FOR CRAWL SPACE RE: TUNNEL W.P. DETAIL S UNDERDRAIN SYSTEM ATERP ROO FI N G DRAINAGE MAT AND PERIMETER DRAIN IN RE: CIVIL RIGID INSULATION FREE DRAINING GRAVEL DETAILS PARTIAL PLAN & WRAPPED IN FILTER CONC FOOTING FABRIC - RE: CIVIL RE: STRUCT RESIDENCES W.P-hL T TUNNEL SIDE DOOR THRESHOLD C W.F• SID N U -I[N O TUNNEL -- PLAN VIEW A P.M. TERMINATION T FTG A51 I 2004 42140 ARCHITECTURE, INC. fif col 0 LAP FELT PAPER OVER FLASHING E. RANDAL JOHNSO 4 ENCAPSULATE END DAM STUCCO W/ CONT WEEP SCREED l IN HOT—APPLIED W.P. EXTEND HOT—APPLIED dol = COPPER FLASHING W/ HEMMED W.P. MIN 8" ABOVE FlNf f-0 FOR ADDITIONAL INFORMATIO EDGE SET IN CONT SEALANT FLR ELEV OF TERRACE COPPER END DAMN RE: B/A512 BEAD ON TERRACE PAVERS z RIVET & SOLDER ALL JOINTS WATER TIGHT TERRACE PAVERS TERRACE PAVERS OVER 3% SETTING BED AND UNCURRED NEOPRENE CONC TOPPING SLAB FLASHING EMBEDDED PROVIDE BACKER ROD IN HOT—APPLIED W.P. CONT FACIA TRIM BOARD AND SEALANT AT LAP FELT PAPER SLOPE TERMINATIONS OVER W.P. N 6" MIN J 5. Q • : ...r 1 TO DISSIMRLAR. . � • ' Z O MATERIALS• TYP END DAM ISOMETRIC W STONE VENEER _ 7 USE HOT-APPLIED W.P. TO >i a v STRIP-IN GUTTER FLANGE INTO 4 a 4 O EXTEND HOT-APPLIED W.P. HOR1Z DECK MEMBRANE or MIN 8` ABOVE FIN FLR ELEV DRAINAGE MAT N TERMINATE (� OF -TERRACE LAP 4" MIN ONTO DECK W.P. AT VERT FACE OF WALL. h !� AND 2" MIN OVER VERT FACE O Awx iox8" HIGH OF GUTTER N TYP w COPPER END DAM w TYP � O AT TERRACE DECK EDGE HOT-APPLIED W.P.MEMBRANE REINFORCED (� ti UNCURED NEOPRENE FLASHING AT ALL JOINTS IN 1�! j EMBEDDED EDDED IN HOT—APPLIED W.P. PLYWOOD SUBSTRATE W- � BACKER ROD do SEALANT TONGUE AND GROOVE r a 1 PLYWOOD E: STRUCT � 4 "-- :t:r�'`•r:l Usi" TERRACE PAVERS OVER 2 _ 4 TOPPING NG S1 AI3 D CONC w 0 DRAINAGE MAT N TERMINATE AT a VERT FACE OF COLUMN RIGID DRAINAGE SPACER a COW W/ DRANAGE MAT HOT-APPLIED W.P. MEMBRANE TO ALLOW FOR DRAINAGE REINFORCED AT ALL JOINTS BELOW PAVERS IN PLYWOOD SUBSTRATE TONGUE AND GROOVE COPPER GUTTER PLYWOOD DECKING SOLVENT WIPE & PRIME RE: STRUCT FLANGE AS NECESSARY TO °V''ZVDN'ZX&M PLYWOOD SHEATHING OVER RECEIVE WP MEMBRANE VAL RESORTS WOOD FRAMING N RE: STRUCT DEVELOPMENT COMPANY AVON,COLORADO V_E —W-9 F As� �ON COLUMN D CE T O N EDGE ® R A E W ES /WALL IVA m Darner,clotaroo NOTE: SHOULD CONNECTION OF WOOD RAILING VARY FROM WHAT IS SHOWN $ HEREIN. CONTACT WP CONSULTANT DBMN� TO CONFIRM WP INSTALLATION DOOR THRESHOLD SET 1N HART HOWERTON CONT BEAD OF SEALANT 3/4" WOOD RAILING POST (NOT SHOWN FOR CLAR" NSwyamNlrwycoK CONT SAWCUT REGLET- IN L SHAPED COPPER FLASHING sMvcnout.maGDUM 2"x5" WITH X" HEM -DIRECTED MaNMW&NS�r.� .M RAILING POST W/ BACKER ROD do SET SHEET W.P. INTO COW. BED AVM�- N SEALANT AWAY FROM FACE OF W.P. OF LM3000 LIQUID MEMBRANE N r-AL ffi,EMWAL MM STONE VENEER 1/8-IN. ASPHALTIC PROTECTION I3C ARD CONT BITUTHENE SHEET W.P. LIQUID MEMBRANE TO COVER FULL A WE 14C WRAPPED UNDER THRESHOLD HEIGHT OF WOOD BLOCKING COPPER FLASHING N COUNTER HEI! TURNED VERT ! JAMBS civm mocmem & SEAL ALL VERTICAL JOINTS N H :M FIN FLR OF RESIDENCE V Au, LAP FELT PAPER TO CREATE END DAMS N TYP OVER BITUTHENE LOWER END AS SHOWN N PROVIDE SNAP CLIP AS-SHOWN Tr,SHEET W.P. N 6" MIN ANCHOR METAL INTO REGLET BACKER ROD AND SEALANT - SPRAY-APPLIED W.P. I BACKER ROD & SEALANT PATIO SLAB N RE: STRUCT PROJECT NL3MBER 24900.00 ° TERRACE PAVERS OVER 4 SETTING BED AND ° � CONT 36" WIDE STRIP O .a n v 4 F i ,w_;;$r;•„• iy, , .•;+-• CONC TOT'PR G SI AB v ISSUE RBVISION DATE a BITUTHENE SHEET W.P. �''•�`` ` _ .v DRAINAGE W T N TERMINATE a 06 CONST DOC v . - APPLIED DIRECTLY OVER ( 2 v v e v SPRAY-APPLIED W.P. AND f ° AT VERT FAC E OF POST Q a EX'T'ENDED 12" UP ONTO map .4 . FOR PERMIT 08.1304 4 EXTERIOR WALL SHEATHING ° �Cf A�NLDG.2/CQNST. 09.0204 -q 4 LAP 4 MIN AT SEAMS '- �Iff fff • °- HOT—APPLIED W.P. MEMBRANE V OS BLDG.3/CONST. 09.2404 SOLVENT WIPE FACE OF REINFORCED AT ALL JOINT'S a ° e CONC FDN WALL 09 BLDG.4/CONSI: 10-IL04 CONC PEDESTAL FDN e 4 d SPRAY–APPLIED W.P. PRIOR IN PLYWOOD SUBSTRATE N —; f f f v RE: STRUCT RE: STRUCT TO INSTALLATION OF SHEET W.P. EXTEND a VIN ABOVE FIN v - _ � � � � 10 BLDG.S/CONSI: 10.204 ° EL.EV OF TEF RACE PAVERS EXPANSION JOINT MAT•L a 6A/TA/SA/9A/10A/11 BACKER ROD & SEALANT SHOWN FOR CLARr 4°� 4' e ° ° a ° PATIO SLAB RE: D/A512 TONGUE ac [ ROOVE " A FINAL CONST 01.03.05 a RE: STRUCT RE: STRUCT PLYWOOD DE+KING REMOVE PROTECTION BOARD N a 16 ADDENDUM 5 05.16.05 FROM SURFACE OF FDN W.P.. , e SOLVENT WIPE, AND LAP ° e THREADED ROD ANCHORS a° a BTT'UTHENE SHEET W.P. ONTO EPDXIED INTO FDN WALL ° .v PRIOR TO INSTALLATION 4 v d e a ° UNCURED NEOPRENE FLASHING FDN WALL W.P. 12' MIN OF W.P. RE: STRUCT v 4 e WOOD FRAMING 'TYPICAL 3 S DES N OMIT ON v v RE: STRUCT EXTERIOR FA:E OF POST DRAINAGE MAT ° °a a f f Q ° d _ a a RIGID INSULATION v _ d a ° v - DETAIL W.P. AROUND ROD Q - - PROTECT EXPOSED THREADS : 4 ' BEYOND FACE OF ANGLE TO 4. s KEEP CLEAN & FREE OF W.P. e 4 ' OWN UET & EP DOW FACCEO D SHEET WATERPROOFING LEDGER ANGLE INSTALLED DETAILS AFTER W.P. - RE: STRUCT RESIDENCES PAINT ANGLE W/ TWO COATS OF PREMIUM ALKYD ENAMEL PRIOR TO INSTALLATION N TYP iRRAC .P. . M ING POST A)F N W.P.M. AT T IMO WALL A A512 GRID GRID © 2004 42140 ARCHITECTURE, INC. NOTE: BAY WINDOW ® O� COl�9 OCCURS • SOME B 1'-6 WOOD RAILING ASSEMBLY, g" SEE DTL. 2/A532 �4 UNITS ONLY. (RE: E. RA AL I FLOOR PLANS) JOH ON -- �' 8X8 WOOD NEWEL POST, LAG GRID f ti SCREW TO WALL STUDS W/ A4�C���� tvQ I 04 o (2) X�"0 x 12", TOP & BOTT. I • — zl• F ''� < COPPER FLASHING W/ I STONE CAP 712 I I 4 . HEMMED DRIP EDGE, OVER STONE TERRACE ! 1 EQ.T EQ.1 SHEET WATERPROOFING SET VJ RE: LANDSCAPE I © I ( 11" IN LIQUID MEMBRANE BED. SEE 1/A512 FOR SIM_ ENTRY APPLICATION. _ _ 7 DETAIL OCCURS AT Q I" B10T 1•_9•• I 3 BAY WINDOWS ON NORTH WALL ONLY 21x" X 7" STONE CAP. Q l 1 GRID - -- - -- - � - - - --- - (SINGLE PIECE BETWEEN W la 1 - OPENING NEWEL POSTS) I � ABV.. _- CEDAR GUARDRAIL AND WHERE OCCURS t� ENLARGED BAY WINDOW (2) Am RIM BOARD DECORATIVE BALUSTERS O RE: EXT. ELEV'S 2 1/2" = 1'-0" (WHERE OCCURS) A-DT-17.dwq �i O (RE: ELEVATIONS FOR 4 FLOOR ABOVE I { ) 1 GUARDRAIL TYPE) I A712 W t!� •• ••. I & I 6 X 12" FIR TIMBER, IH. ...... I' ® I , I A533 %�� .. W/ X"O x 8"`LAG _ _ A 1 I �"'�'� SCREWS AT 2 --0 o.c., w MAIN LEVEL -- 0' 0" # _ RECESS & PLUG 0 OPENING ABV, — — i I T.O. PLYWOOD S FLOOR WHERE OCC 1 J L - ® 1 z'-1 „ ! WOOD TRIM, RE: DOOR �, (RE: EXT. EL 'S) 1�" GIiIE ICE STONE +r ` — — " l _ 1 ! HEAD CITE. 3/A753 � '''♦ I rn f B�NC o _q» 2'-74" 4'-44„ 1 I I W -1 COPPER GUTTER W/ I I ! - - ® HEAT TRACE � i.1 1' 1'_$" 1 " � WOOD TRIM, WHERE I I 1 [/� 3/A532 1 x , I 1 I FRENCH BALCONY DETAIL (� 2x WOOD TRIM ® I f _ OCCURS - 7 'Z 1 - RE: EXT. ELEV. - 1 - t -0 1SCD1 dwq I _ u'r'r 00 O c° ® I ONE PIECE STONE .� I II 6'-4" a SILL TYP. f K) iv ® - I WOOD RAILING ASSEMBLY, ---- o, I - - - _ _ - - _ _ - - SEE DTL 2/A532 6x8 ORNAMENTAL TIMBER I - - - - - - - -- - - - - - - --- BALUSTER DESIGN VARIES, 7 BRACKET I SEE BLDG ELEVATIONS & DTLS 5, 6 & 7/A522 _PA A521 1 (RE: GARAGE LEVEL R.C.P. VENEER CAP — — — — — — - — I FOR OCCURANCES) STONE, TYP. © STEP WALL OCCURS 0 SOME— ' I 4 "B" UNITS, RE: ELEVATIONS RECESSED & PLUGGED STONE VENEER 1 " A533 9 ® LAG SCREW I I I I I I I I I I I I I I I I I I I I I I I �'-6" '--3" 3'-6" PIER I I I I I I I I ! I I I I I I I I I I ( I I _ - y 8x8 WOOD I I I I I I I I I I I I I I I I I I I I I I VAM RESORTS NEWEL Posy I I I I I I I I I I I I I I I I I I I I I I DEVEIAPMENT LOPENG ABV.,WwERE occuRS I (RE: EXT. ELEV'S) An X 7" STONE CAP, I I I I I I I I I I I I I I I I I I I I I I COMPANY I (SINGLE PIECE BETWEEN AVON,COLORADO NEWEL POSTS) I I I I I I I I I I I I I I I I I I I I I I ARCHrOCrOPRBCO n 5 ENLARGED GUARDRAIL ELEVATION 4 ENLARRGED ENTRY PLAN UNIT B 17.dwp - - It, 1/2" = 1`-0" (O NIGH PIER CONDITION) a►—DT—s1.d,� RECESSED & PLUGGED EL 10'--4 LAG SCREW T.O. PLYWD. SUBFLR. GRID GRID II AM 6 X 12" FIR ° , ® TIMBER MA51'11R PLANNM 5 WOOD TRIM, RE: DIMGN ARCHrn= DOOR HEAD DTL. HARTIHOWERTON I A A As21 3/A753 ° ° NSW YOR[�NSW YORK COPPER GUTTER 3 ® ® 6 W/ HEAT TRACE 32 A532 rrE r. s �� MONBOBA N6W M*3nQ= C RE: ARCH. FLR. PLANS � '� 'r` .�w �� RE: ARCH FLR. PLANS PA RS AvoN,ca0 FOR COLUMN LOCATIONS, TYP. FOR COLUMN LOCATIONS, TYP. BEYOND JAMMC&L ELECrRW.AL W4GOOM AVOK COLORADO ! Q r FRENCH BALCONY ENLARGED ELEVATION M., 1 1 ! 3/4 = 1'-Om Elt.d+ro UNG VAU,COLORADO IL 1 ! rROfiECT NUMBBR: 20900.00 1 t2M= ! ! ! EQ.1 1 ! - EQ. ! bSSUE REVISION DATE 1 ! 06 CONSr DOC 4" MAX (TYP 2 _711 ® �1 "' PERMrI' "08 I % FOR .1304 cm C=13 A712 ! `� •• •, ++" A Q BUG.2/CONST...09.02.04 EQ.2 EQ.2 1 ! : I 1 I ] 1 ®BLDG.3/CONSr. 09.2404 GRID BI DG-4/CONS'I'. 10.11.04 X X1111 Iii , A A! 40' 10 BLDG 5/CO114ST. 10.25.04 I tn� N I 8 ^ z o r 753 e 6A/7A/8A/9A/10A/11 ° n f FINAL CONST 01.03.05 m STONE DECK I ® 4 _1 �4 3'-5" 1 2'-7" r 2'-9 4 AADDENDUM 1 01.1205 � STONE DECK �ou 1 " „ Az z 1'-102" I 1s ADDENDUM 5 05.16.05 U � I ® _ 2 STONE T CE ..o 414 I STONE BENCH .- f (RE: D) Ir I (RE: 1/A534) _ _ _ SKI 0 LL_ CLOSET CONC. STEM WALL FACE OF FRAME I BELOW BENCH I WALL AT STONE CAP _n HEIGHT. WALLS ARE BATTERED BACK ENTRY " AT 2' AT SOME A101 IT I a Q UNITS RE: ELEVATION 2X4 WALLS, 00 I � DRAWINGS TYPICAL - - 4 r A71 I 1 °•H ) r ENLARGED PLANS 0 , .. RESIDENCES 1� ® STONE VENEER 2X4 WALLS, A CAP, TYPICAL TYPICAL n 1 1 � 1 1 ! 2'-11y2" 1 a'-3" 2'-11y2" E 0 x A521 c ]c 3 ENLARGED DECi� � UNIT A UNiT B SIM. 1 ENLARGED ENTRY PLAN UNIT A 1/2" = 1'-0" (® HIGH PIER CONDITION) A—qT—IB.dwg 1/2" i'-0" A-0T-1s.dwp V " O © 2004 42140 ARCHITECTURE, INC. CO1fl�� � av E' RAND 4" VOID 2" ORNAMENT JOHNS AL Z� 2" ORNAMENTAL WOOD PANEL `/� WOOD PANEL 4" VOID r7 \� r 1"x 3" NOTE. WOOD 1. NO VOID TO ALLOW TRIM A ' SPHERE TO I PAS 3 THROUGH - V Zo w � A >4 J GUARDRAIL DETAIL -� C 7 p c 1/2„ 1'-0+ A-DT-70.drp 74 1" VOID " ORNAMENTAL O WOOD PANEL " ORNAMENTAL V 3 ID VO �* WOOD PANEL NOTE: w 1. START LAYOUT OF RAILING AT CENTER OF DECK AT CENTER OF 3" VOID V Z 2. NO VOID TO ALLOW I A 4" SPHERE TO w O PASS THROUGH p ^/ a 6 GUARDRAIL DETAIL B 1/2" = o A—DT-70.dwq OWNEUDEVELOPM i U"x1 U*' wUUt3 1rL)51 VAIL RESORTS 1" VOID 7" ORNAMENTAL DEVELOPMENT 7" ORNAMENTAL WOOD PANEL COMPANY WOOD PANEL 3" VOID AVON,COLORADO NOTE: ARCHnsCrOFISCO>sD 1. START LAYOUT OF RAILING AT CENTER OF DECK AT CENTER . �J OF 1" VOID 2. NO VOID TO ALLOW ARcHnicnm A 4 SPHERE TO PASS THROUGH I arASI�aI�rT.Arnasx DE5MNARCFQrWr HART f HOWERTON TOM 7 5 36 sravczvani.maGnvse� Sri � � w■ � �aNxO A nac GUARDRAIL DETAIL ""' A I GUTTER DOWNSPOUT— ��� 1/2" = V-0" A-0T-70.dwg M M4ffENGDB3MWC ' AVON,COMIADQ EQ.2 EQ.2 ` I r CIVIL$liG]GM ALPINE MG + G,INC. VAnti QOLOSADO RANDOMM,, PATTERN SANDSTONE OPPER GUTTER - r OVER 1 " SLOPED LIGHTWEIGHT W/ HEAT TRACE CONCRETE SLAB r1toJECrNUMBBR: 20900.00 //-EDGE OF DECK ' r r ISSUE REVISION DATE r r CEDAR GUARDRAIL AND DECORATIVE BALUSTERS 07 BIDG.2/CONST. 09.02.04 i r (RE: ELEVATIONS FOR � r BLDG.3/CONST. 09:2404 I GUARDRAIL TYPE) BLDG.4/CONST. .1011.04 pm mm L/ 10 BLDG.5/OONWr. 10.25.04 MAIN LEVEL = 0'-0" AW7A/8A/9A/l0A/11 T.O. PLYWOOD SUBFLOOR 10"x10" WOOD POST w Or FINAL CONST 01.03 6" COPPER GUTTER W/ 1g ADDENDUM 5 05.1&05 HEAT TRACE I I BEAM 2x WOOD TRIM Q (RE. STRUCT.) � 7/A536 S. to 6x$ ORNAMENTAL TIMBER -C" BRACKET 1 (RE: GARAGE LEVEL R.C.P. _ _ FOR OCCURANCES) 0 I cI 2'_5" LiJ STONE PIER I j- 1 SIM./ (O.H.) N .0535 _+- ENLARGED PLANS & ko Iowa da DETAILS RESIDENCES N N tl1 / ENLARGED GUARDRAIL ELEVATION + ENLARGED DESK 1/2" = 1'-0" (O LOW PIER CONDITION) A-DT-70.dwg 1/2 -1 O (8 LOW PIER .CONDITION) A—DT-18bdwg E 0 r c 3 O 11L— A522nn�j N s m m U m O 2`-1034 © 2004 42140 ARCHITECTURE, INC. 5y4" " 43/$" 43�" AS NECESSARY QF CO[QA� lm STONE THRESHOLD SET ON BED OF MORTAR 3/4" STONE TILES SET STONE (RE: LANDSCAPE) E. RANDAL ® ON MORTAR BED JOHN 11 CONT. WATERPROOFING < �� 1 1/2" TOPPING SLAB WRAPPED UNDER THRESHOLD 1_Y4" „ 134„ do TURNED VERTICAL ® JAMBS ------__- __ ---------- -- - ----------------- ------ -------- --------- ---------------------- TO CREATE: END DAMS (TYP.) - __� ------------------ ------ ------ = ----- ------------------------ .� - (RE: WATERPROOFING DETAIL E511) FINISH FLOOR r ? SEE CIVIL FOR GRADE MATCH TO WINDOW SIZE ELEVATION REFERENCES, TYP. 4" TYP. ' RE: LANDSCAPE VJ i MAIN LEVEL = 0'-0" F � k �1 � I I I I I I T.O. CONC. SLAB T.O. PLYWOOD SUBFLOOR l � 2 X 6 ROUGH SAWN TdG , V V-GROOVE CEDAR I I I I I I z I I I I I I a I I I I I I I i I I I I 4k SLAB ON GRAGE I I I r 1 I 1 r1R (RE: STRUCT.) w 2 X 6 ROUGH SAWN T&G CEDAR 8 )�T��Y�TMRMSMO�L RAIL W/ -Y4" CHAFFERED ENDS O � o 3 4 H GRID " U z 10� a w LARGER SQ. MTL NAIL HEADS 0 10 1/2" NET EXPOSURE (TYP.) 5�„ I""I CORNERS TO CONCEAL %" a LAG SCREW ATTACHMENT T SIDING WALL FA ����&�Sl DNG DEAIL TYP+__� )® 3 � �/'1 ® A-FIT-2D.dwy DECORATIVE BLACK MTL SQ. NAIL HEADS ONE AT EACH PLANK ® SEALANT do BACKER ROD ® (DO NOT PENETRATE BACK SIDE) 1 xfi VERTICAL SIDING 2x6 WOOD TRIM 2x VERTICAL SIDING ® BAYS WHERE SHOWN WOOD SILL OVER WOOD SIDING (RE: EXT. ELEV.) o7 NERMEV OM (RE: 1/A753) MTL FLASHING WEATHER-RESISTANT VAIL RESORTS WOOD SHAKES " NOTE: OMIT JAMB CASING WHERE BARRIER WEATHER--RESISTANT DEVELOPMENT - 1y2 SHUTTER OCCURS SHEET MEMBRANE WATERPROOFING MTL GASKET BARRIER - COMPANY EXTEND & WRAPPED UNDER WINDOW SILL DRIP EDGE AVON, OLO AXCHIrBCrorlHCXND W 5/8" PLYWOOD SHEATHING SHUTTER '- " RAP WEATHER--RESISTANT D_,_�FIXED" � " UPPER LEVEL EL = +10 4 J, FA , BARRIER UNDER WINDOW /2 = -Q A-DT S7.dwy T.O. PLYWOOD SUBI=LOOK SEE WALL TYPES SWEET 3/4" STUCCO SYSTEM aarnw.Cdbrxb SEE WALL TYPES SHEET SEE WALL TYPE SHEET MASTUPIANNA Ix WOOD EXTENSION WINDOW DWkMNABCHrrWr (RE: EXT. ELEV.) BLOCKING SEALANT & BACKER ROD HART I H4� N COW. WEATHER-RESISTANT 1 x4 WOOD TRIM BARRIER 2x6 wooD TRIM � ST �%O WOOD SIDING TRANSIT ION f9.dw0 H ONILOBt ,M 3" HIGH DENSITY SPRAY at s�u�s,INC RIDGE BEAM (RE: STRUCT. FOAM R--7/IN. 3/4" RABBET �vorl.FCODo 1x6 TBcG FINISHED DOUBLE 2X4 FURRED `n FROM BELOW r- — — -- W_ALAFOR P.LUMQLNG — — — 1x WOOD TRIM CIM I PIPES PROTECTION FLEXIBLE (LASHING W/ 12" WOOD SHAKES Ai�g nac , 3/4" STUCCO SYSTEM I io OVERLAP I WRAP WEATHER-RESISTANT R © SHEET WATER ROOFING BARRIER UNDER WINDOW (TYP.) 1r ° 3" THICK AA , \ PROJECT NUMBER 20900.00 WINDOW SILL ABOVE ENTRY ROOF UNIT A STONE SILL T.O.C. SNOW FENCE WHERE OCCURS r \ ISSUE REVISION DA'T'E I STONE VENEER ` N - ,• A °� z�'"9 (RE: STRUC.) SEE DETAIL 3 & 4/A536 � � \ � STONE VENEER ANCHORING WEEP HOLES 0 12" O.C. CONSTDOC SYSTEM ti l \ Z FOR PERK rr 08.13.04 � ty2" GRADE VARIES (RE: CIVIL) � � \ I 2" SOLID GROUT GRID L 5/8" PLYWOOD SHEATHING �BLDG.2/CONST. 09.02.04 WATERPROOFING SYTEM \ A (SEE DETAILS D&F/ A511) ®BIDE 3 1CONST. 09.2x.04 I GALV. STL SUPPORT ANGLE ® ! 09 BLDG,4/CONST. 10.11.04 STUCCO SYSTEM 3/4- EXPANSION ANCHOR so BI.I)G.5/CONST. 10.25.04 (RE: STRUCT.) EXTEND W.P. MEMBRANE I Q I ® " OVER FLASHING A6A/7A/8A W10A/11 � CAST-IN--PLACE CONC. 3�" � 6:( _ I FINAI,CONST 01.03.05 BATT INSULATION I WALL (RE: STRUCT.) FLASHING „ } ® EL VARIES 5 1/2" R-38 HIGH QPI.AN REVIEW V. 4 u " k K � , � UPPER L = +10'--4" I INTERIOR FLOOR FINISH ti. DENSITY SPRAY CORRBMONS 04.07.05 - — I (RE: ID DRAWINGS) N SH FLO R 2x WOOD FASCIA TOP PLATE POLYURETHANE �6 ADD1aNDUM 5 05.16.05 i0p�L6 D SUBFLOOR I BAIT INSULATION S C L OR GRADE {RE: 3/A531 FOAM _ FOR PATTERN) - ATI N REFERENCES, TYP. BEAM (RE: STRUCT.) � WEATHER-RESISTANT L L -� 6" 0 COPPER GUTTER " 4 R-13 BAIT BARRIER 1.0. PLYWOOD SU FLOOR PLANE OF ROOF BELOW TI THE FOAM /6 " HELD IN PLACE FLOOR JOIST (RE: STRUCT.) 1 ® LOWi USING STICK �-��F POINT" �. PINS V Y N �7j - — GLASS MATT PAP r +� FACED GYP. 4 1 ROUND CORNER (R = 1/2") -- s SHEATHING FRAME LEG L OR 1 1 5/8- GLASS MATT FACED © A 1 W. SHEATHING 1 1/2" LIGHT WEIGHT G 1 x6 T FROM FINISHED BELOW (RE: STRUCT.} ARESIDENCES DETjc�LS 3/4 STUCCO SYSTEM ON CONC. TOPPING � 1 1 WEATHER-RESISTANT BARRIER WOOD FRAMING 1 x WOOD TRIM �L, 2x VERTICAL SIDING 1 FLOOR JOIST (RE: STRUCT.) �I ' 1 y i x 10 WOOD TRIM SEALANT & BACKER ROD TERMINATE RIGID INSULATION do DRAINAGE 2'-0" NP_ LO M MAT AT BOTTOM OF STL ANGLE 3 SIM. WATERPROOFING SYTEM SHALL CONT A71 WRAP WEATHER-RESISTANT {RE: WATERPROOFING DETAILS) SEE ROOF PLAN BARRIER OVER DOOR STRUCT. FRAME A531 c: o ENTRY HEAD UNIT A 4 UTILITY ROOM WALL UNIT A S�y��PE TAIL TY 1�2N = 1 —0" A-DT-28.dwg y 1��" = 9�-ON A-DT-23 dw9 1 A--V-15,dwg v u