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HomeMy WebLinkAboutWest Day Subdivision Lot 3 Building 4 (4) 2004 42140 ARCHITECTURE, INC. 01 E- RAIN-DAL j ON N' N, 0 w a � A � pj 0 w .� D-3 C.3 B-7 A.3 AA NOTE: REFER TO ROOF PLAN Z FOR ROOF SLOPES 0 EXHAUST OU1 LET ^ 04 (RE: MECH.) I I 04 WOOD FASCIA ,- _ _ EL +28'-7.25" T.O. MAIN RIDGE TIMBER BEAM ENDS. LLJL� Ij _41 .1111 -.11 ILtil L A.1-FILE, IT Typ. J L_ -tR 1 1-11. -1 L1__I 1. J-1-ILT Lttl AU IL-,, Ji JILL J_1i_ -1 1 WOOD SHAKES tj L.I L-11-1 LH it-L I u__ 11 j ! i� f R, Z LLL, L, _114 1 1 I LIU 111i t-111 11-.1.1 [1 j L...11 LULL 1--- --1_I L fl-11II-t . Lfi I H __ L:0_LL1_ IJ 1A IL 'L ttULi I 11H 11.1 t t 11 L1_' L] [1 1 bUil 1 1- It- _E-_u L J-1 1.� t 1111. 1A VAM RESORTS I tt__L L WOOD SIDING- TYP it-ji ill Llj -1jul AMIL I]--.. _1111-L ILL DEVELOPMENT LU - L.1-1 I! I -flAw IL11-11- L L tt LI-Ed. I _]_Ul H tRUH -11LI-L-11111- 111 I a I COMPANY 'E AVOK coy ORADO LtLA]J_11%t_W-L 11 A[__ I IJ LU L I L jL 7_11 ARCHrrF.CTCWPffiMRD UNIT BEYOND WOOD TRIM- TYP - T_ IL tL1 J 1. 1- MCHHEMM ■ itjU. K Lt ItLR__ I _1111t r __L� t I --wiL DOWN,Colorado L1 H 12X12 SOLID WD. I i i MASTMPIANNTR COLUMN DMGNARCtH= HART JMW�RTON UPPER LEVEL EL +10'-4" KITCHEN EXHAUST GRILL _114-L-41 T.O. PLYWOOD SUBFLOOR SMUCIURALIONGNM (RE: MECH) A . ..... ..... MCM0S&NMMUENGMM%]NC AVON.COLORMX) STUCCO- TYP OPEN NMCHwce.L EtrcrfaCa Emnalm AV0N,C0UXUW0 MMENGDOM _j F F H ALKNE ENGMMUNG,lNC_ m EQ.... EQ. fOPEN� VM COILORAW :z of PROJECr NUMBER VENEER FINISH FLOOR PIER, TYP. 06 NVIL FOR GRADE _j Z SEE ELEVATION REFERENCES, TYP. ISSUE REVISION DATE -7 MAIN LEVEL EL 0 09 RUDG.4/CONST. to>104 24 t MIN. T.O. PLYWOOD SUBFLOOR STONE VENEER AL CONST. .0 01.035 FIN RETAINING WALL O1 1205 (RE: LAND.) ANDDENDLYM 1 _j STUCCO - TYP A ADDENDUM 5 05.16.05 LE J DASHED LINE OF CONC. RETAIN'G WALL (RE: STRUC.) D 1111Z1 r T u BATHRM. EXHAUST(s) (RE: MECH.) L_J L GAS METER (MAINTAIN GARAGE LEVEL = EL 20 CRAWL SPACE CLEAR MIN. 4' TO BOILER T.O. PLYWOOD SUBFLOOR EXHAUST TERMINATION A EXHAUST & INTAKE) NOTES- BOILER COMBUSTION (RE: MECH.) (RE: MECH.) 1. PAINT ALL EXPOSED MECH. AIR INTAKES BOILER FLUE TERMINATIONS TO MATCH (RE: MECH.) EXHAUST ADJACENT WALL FINISH. UNIT A (RE: MECH.) MAKE-UP AIR INTAKE 2. REFER TO SHEET A751& BOULDER RETAINING WALL A752 FOR WINDOW TYPES, (RE: MECH.) (RE' CIVIL) SCHEDULE AND SILL & L HEAD HEIGHTS. BUILDING 4 EAST ELEVATION EAST ELEVATION V-13" 4ELdwg A243 10 2004 42140 ARCHITECTURE. INC. zf c 01 C-3 E RAND;L JOHN' N Z � 3 r"D 0 A � C1) A *° I A B c D krk NOTE: REFER TO ROOF PLAN x f FOR ROOF SLOPES STUCCO CHIMNEY, TYP. > .......... WOOD SHAKES EL +28'-7.25t Il T.O. MAIN RIDGE ...... I I t t I IJ o __LL A [_111-L- -111 J I- �_-IJUI URI H. -M L] I J-1-1-Llt]I [I-- I- --1-1 -1-1 j --- --- L[ LLILLEI-111AA-t-lidd I 1 11 LH ] I I tL I !Lai 11 -.11--ul- U-11 1- - I I i JI-11 -1- 11-1-1. LL I - I ]II - t L SNOW FENCE H U.-II-J- I"LU L ILLU 1 A 1 1 J [LILI -1 i I -HLI H-HULI L 'I WOOD TRIM;�J]_ I J Lt-H t I tL_u lal _A 1111 i 111 11-IL 11__ it.11-1 _1L L HA Lt_ WOOD SIDING Ut- H-1 HMAL -il 11 dL11 1J_1- I IL-1-1-11 III OWNWDErMOM 11-JIJ Jui R.-ttiu-M �_U_ I if, 7FFI VAIL RESORTS I r f 11 i i Ii 1111 11 111 1 t 1� H f UtALL FRENCH BALCONY A DEVELOPMENT COMPANY TIMBER HEADER ARCBYrECr0PXE(XAD STUCCO KK LL LL UNIT BEYOND EVA WOOD TRIM 0 ARCHED OPENING 1 I j i I ( Denver,CoWado MASTER PL&NNM & ARCHrrECr UPPER LEVEL EL +10'-4" J DESIGN T.O. PLYWOOD SUBIFLOOR KITCHEN EXHAUST GRI ffiWTjH0VMRT0N OPEN NEW YOM NEW STONE PILLAR (RE: DTL. 2/A532) STRUCMUL WCANM AL I _1L IL MOMOR&NEWM ENIGMEMS,INC CL AVON,COLORAM EQ. MCRAMCAL F_LFZMCALENCMqFMK a- EQ. m-]&mr_mmm%1Nc AVON,COWRAM C Of co a- CIM HNIGH41M A., FINISH FLOOR In G.1NC . I k IL 11 V_ LI__ IF VAIL,C01MADO ID L SEE CIVIL FOR GRADE T_ A 7 ELEVATION REFERENCES, TYP. j- ploy- PROJECT NUMBER. 20900.00 MAIN LEVEL EL 0'-0" A, F T.O. PLYWOOD SUBFLOOR_ m-IKV ISSUE REVISION DATE 09 BLDG.4/CONST. 10.11.04 _f7 J - FINAL CONST. 01.03.05 DASHED LINE OF CONC. RETAIN'G WALL ----------- 12 ADDENDUM 1 01.12.05 (RE: STRUC.) 7)= F AADDENDUM 5 05.16-05 DD F_ BATHRM. EXHAUST(s) EE FF k (RE: MECH.) _.......E I I J_t I I I I STONE VENEER- TYP z -if GARAGE LEVEL EL 12'-0" Dc T.O. PLYWOOD SUBFLOOR CRAWL SPACE J UNIT B NOTES; CRAWL SPACE AA XHAUST TERMINATION VENTILATION INTAKE (RE: MECH-) 1. PAINT ALL EXPOSED MECH. (RE: MECH.) TERMINATIONS TO MATCH BOILER FLUE ADJACENT WALL FINISH- BOILER COMBUSTION EXHAUST AIR INTAKES (RE: MECH.) 2. REFER TO SHEET A751& (RE: MECH.) A752 FOR WINDOW TYPES, SCHEDULE AND SILL & MAKE-UP AIR INTAKE GAS METER (MAINTAIN HEAD HEIGHTS. (RE: MECH.) CLEAR MIN. 4' TO BOILER EXHAUST & INTAKE) (RE: MECH.) BUILDING 4 WEST ELEVATION WEST ELEVATION T T T T I I LL ILLM.1 E um -LIM' R1 V-0" 4ELdwg A244 (D 7004 42140 ARCHITECTURE, INC. C01 Z LE P A IL L cl- 4- A E3) C D 2'-6- 23'-11Y2" 16'-6y2" U z_-70 COPPER >4 OVERFRAME J­ CHIMNEY CAP. (RE: STRUC.) CHIMNEY CAPi T MAINTAIN ACCESS RE: DETAIL 5/A534 (RE: DETAIL_J. 3^534) 2 SIM- BETWEEN ATTIC 12 AREAS, TYP. i 4 3/8F— A412 —-—-—- +28'-7 114" moo W -,jjT-,.I raq Lit-- 0 _;j RIDGE U OPP. I Ltl ��33 HAND 00ta m tat att tat tat tat m tat m tat m Now L +26'-2 1/2" Q 11 11 Fi -1-1 11 1 1 T i RIDGE ------------------- -—-—-—-—-—-—-—-— M Iffi'm V �Wo% ; N 'V� AW, +25'-9 1/2" 1 - — ROOF BEYOND > II I II � __==_-f -� i A Lt 11_ftl ..................... ATTIC �� 1 ���_�_--_ ��.�1__�_�__.1--[_f._�U Z ENG TRUS'� 0 % I am 11001 m min no 14 fl _1 1 OWN Wom 11011 am lifts WIN hodill MOO at I umm FF '_..__._.. STAIR ------ I - - (.� r3 SIM- BEDROOM 3 BATH 3 HALL A CONFIGURATION IIII�7 DECORATIVE IS NOT ACCURATE TIMBERS, I K I OKI 0WMHRMI1VEWWM Elul TYP. SEE DTL. . M 7A'81 VAIL RESORTS FOR CORRECT ONE IGURATION. DEVELOPMENT 4_ UPPER LEVEL +10*-4 COMPANY T.O. PLYWOOD SUSFLOOR A0 M LIVING ROOM AVON,COLORAI)O ARCHITECrOFRECORD LOPE� DECK ENTRY PORCH MAIN ENTRY Demer.Cohado FINSH FLOOR I J__ MASTERPIANNER & ARCRUEM' ELEVATION REFERENCES, TYP. SEE CIVIL FOR GRADE DESIGN X HARTIHOWERTON MAIN LEVEL 0'-0" NEW ,N YORK TAMAIIAAI�J�J) STRUCrURALENGINM IF- =-f-u-L -11 1J I 1=1 I I T.O. PLYWOOD NEWHIL ENGDMERS,INC L f AVON.0010RADO STAIR I CIVILENGWEE11 =EW AMNRENGnWMM4G VAII.,CCIIADRADO 41=a ame ona atp lain WIN ImS Who 101 MW M 111011 =11 NINE OM MM 111011 mml� j- FAMILY ROOM LOWER ENTRY GARAGE PROJECT NUMBER: 20900.00 RE: TUNNEL CDNST C. I Yr ISSUE REVISION DATE PACKAGE 09 BILDG.4/CONSr. 10-11.04 -A GARAGE LEVEL -12'-0" AFINALCONST. 01.03.05 dill V T.O. PLYWOOD SUBFLOOR ADDENDUM 2 01.19.05 AADDF Z7 M I 17 11 rrr,— A, %got= mo am am r7MM IWEIr j I-411=-1 __m I!r M I I 1=1 I 1-= ---111:-11 If M I Iii FRI 16 ADDENI)LIM 5 05.16.05 I I I=_I 11-7 111-11 1=1 I I-- _111---11 Eil I [�l I F1 117-11 I_=_I I I­ I I,--. I I I - I F CRAWL-SPA 1: 3 1 I�z 111=11 1=1 I 1=1 I F 7__ IIF I=— _1 __:�]I F I I I1-I I L�d 1131 I=i I I I I I-1 I F��i I I_:=I i I-1 I I-1 I I E_I I I I I II I-I I I I I I 110 11-1117 11 TYP. FTG. ELEV. mom am L=_ RE: STRUC. 11___1 15711 J I F_== I —I i, -11 1_1 I FA I=_- I l= F-1 I iEj I I H-_i F` .111 I-_-j!!=- F19 I I-I I I I -I I[�I!--_-I I I=-- 1: 11 E--1 Fd I Ll�d I IE-1 11:7111-__111= i I ICJ I I I I_-J I F---A I F-I I F I I___I I[=�111 I I _1 I L�]I F-I I I E:71 I iE11 I I =1 I 1=1 I I___I F I I=[I 1=1 I I I 1=1 I LEI I i=11 1­11 H_ I F=I I -I I[=I I E_:.I I= I I I k�l I IE-7-1 I E�l I F-I I 1=1 I I::.=I I I H- I-I rrr I Ed I R_ I F]I 1 11 -=--I I Ed I 1=1 I F-1 I F�-1 =1 =IIFIII I Ti—r=:Fir f--- f 1 — I E-4 I F 1=1;!N __IIII L---1 I F-i 10 F_--iliAllEAlF91E711L� z I=--- 111--dirEd-17: I I i__-_I I I F ---I I U-1 I 1=1 I A =1 I IE I__I I F1 I I I 1=-7-i I I I=1 I 1=1 I i-A I 1-1 F- 1-- 11-.11 :R 11=1 il--:d iFI IF-A Ill= I I I=_1 I I -I I II I I=_ I 117.11 I=_I I[___i I IIE71 I -7-11 JEJ I J-ld I F I Fl I L�l I I 'I I e I!I:-A I P:I 1=1 I LJ I F�I H� I I=_1 I1__J 117-i J- L. d)1=1 i JA_ I F M r I JEJ I I- M I E-J I 1=1 I F)I JEJ I 1�3 I FI I I=-]I I_=1 J�Jl 11 I= Ila j I I I I I I EA U." II - — --11 F1 117111:-:::: 11 I=— -11 F1 I I!---!I 1=1 1 1=7:'' 1 I VI-1 I Ed I F P '. , 1 11 =1 i i:71117=1 10 1 Ej 11711 1=1 I 1=1 1 F I 1=1 I I 1=1 I I-.'I F I-- _!I� -I I I-i L�i __I I I---]I L -ilF -1 1 E�]I F 4 LI I: 1�171 —1=7ri= I li-_I I Q I PI tr----TT- E�l I Ij I L-1 i - I i I I 1=1 I I= I I 1=1 I L 11!F:A'l I=-]I 1=1 I 11 7�-:l 1 I_'I 1 r=- -1 LI Y,1-1 1 F1 I I__i I FiA I Ili FI['I -=I 1 1=1 -11 F- i I-- -IIE= _111HIHIBIF I I L- I F-A I H 117-11 1=-1 I F.I I - 1! Ill- I FE1 I F]I A :11 1=3 1[711 F.-I I F9 I IE]I I LI `11�i - --]I AA 11A ll� _.-A I F_: ----1117-:71 IL IIE7111 ill 17-1. 1=-]I F1 I[�_- 1 I I FIT - — 1��Ti r--:]I -I;! ;=Ill ill I I I__I i 1=1 I Ed I F-7-1 I 1=1 I I ill ill- 1-11 F__ -11177111 -11 IE]I EJ I F_'-:1 I I-El I I-111= E F- Ill Ill . 111 IIIEKIIE111=111 -'I I E11T-III-=1 110�1_ 111=111 - I 5 =F111K A A81 A511 TYP. 1. COORDINATE WITH FIRE PROTECTION CONTRACTOR DURING FRAMING RE: PROVISIONS FOR ACCESS TO CONCEALED SPACES AND INSTALLATION OF FIRE GARAGE TUNNEL UNIT B SPRINKLERS /OR ACCEPTABLE ALTERNATIVE PROTECTION METHOD, REFER TO DESIGN & CONSTRUCTION TOOL FOR CONCEALED 4L SPACES, SHEET R003. op- ik rpm ku I 2. REFER TO TUNNEL CONSTRUCTION PACKAGE Ing left a. Atfio apeoe with a Will 111 511! ._. All FORTUNNEL / GARAGE. of five feet (5.) or ins, as measu i (5) crawl Spaces: Crawl spaces from the top 1111de of the 01111uCturall 3. ALL ROOF SLOPES REFER TO ROOF PLAN. BUILDING 4 1: ; accessible through an opening members of the floor to the underside not greater than twelve (12) BUILDING SECTION of the struotural members of the roof with five feet 4. REFER TO EXTERIOR ELEVATIONS FOR square feet in area, directly above. Attic &rORG omted by rs of ceiling height, as WINDOW AND DOOR LOCATIONS. construction of a roof'with truss type or le., surface Of measured from the members will be excluded from 0alcu- the earth to the underside Of latlon as GRFA. PrO"I the trums structural floor members of the LLR���ELM JU Ld Illy are spaced no greater than thirty Inch iloor/ceiling'assembly above. GS (301 -low: BUILDING 4 SECTION (UNIT B ) 1/4' = I'-D" 45C61-dwi; (g) 2004 42140 ARCHITECTURE, INC. E. RANPAL JOHN ON o COPPER CHIMNEY CAP (RE: DETAIL MAINTAIN ACCESS 1 Sim. BETWEEN ATTIC AREAS, TYP. CHIMNEY CAP A411 r3_")IsiM. 5/A534) m mom BEYOND RIDGE If ji RIDGE ATTIC ATTIC LRIDGE LINE At WOOD TRUSS DETAIL INL_- LI SPRING LINE BEYOND .4t VAMRESOR'n STAIR CONFIGURATION DEVELOPMENT BEDROOM 3 if IS NOT ACCURATE COMPANY I IN THIS SECTION. AA AVON,COLORADO r5 SEE DTL. 5/A812 +12'-6" ARCIRTECT OF PMCORD LLCON FIGURATION. AI UPPER LEVEL +10'-4" IFA LIVIL LOM MAIN ENTRY FI AVON.COMMADO SEE CIVIL FOR GRADE IT,__ ELEVATION REFERENCES, TYP. 3) 0 t Lzj m AVON,COLORAW MAIN LEVEL = 0' cAqL ut STAIR PROJECT NUMB& EXHALST W/ DECORATIVE FAMILY Lm L%UIEL REVISION DATE COPPER COVER 09 BLDG.4/CONW. 10.11.04 TE A ADDENDUM 2 01.19.05 RE. TUNNEL CONSTRUCTION 16 ADDENDUM 5 05.16.05 PACKAGE GARAGE LEVEL -12'-Om 1dr- 11 Ajuj� .11 F-I i IA I M I P-1 I 1��l 1 1 18Vuvuu4( w T.O. PLYWOOD SUBIFLOOR .4 1111111 444 RE: STRUC. F Ir .:--.I I!HI 1- 1 1 RQM 1. COORDINATE WITH FIRE PROTECTION CONTRACTOR DURING FRAMING RE: R_1 I PROVISIONS FOR ACCESS TO CONCEALED Ti SPRINKLERS /OR ACCEPTABLE ALTERNATIVE PROTECTION METHOD. REFER TO DESIGN & CONSTRUCTION TOOL FOR CONCEALED SPACES, SHEET R003, UNIT A GARAGE 2. REFER TO TUNNEL CONSTRUCTION PACKAGE FOR TUNNEL / GARAGE. 3. ALL ROOF SLOPES REFER TO ROOF PLAN. BUILDING 4 4. REFER TO EXTERIOR ELEVATIONS FOR BUILDING SECTION WINDOW AND DOOR LOCATIONS. BUILDING 4 SECTION UNIT A A342 © 2004 42140 ARCHITECTURE, INC_ i r E. IAINr� L � 1 ✓ 2� � j 1 2 3 4 I r� 25'-11" 14'-1y2" 26'-7" u ! I I r�rwwww ,� w �nwwww wwww ww. ww. w No"* ,viiiiiiiiii mum wris mm" ` I r 5b SIM. 1 SIM. >y A415 I ^ <SQ SIM. 1 # 1 A905 ENG. TRUSS �r ^ Q A905 1 `�-- I ;I RE: STRUC. I 1 f 1 1 1 1 MAINTAIN ACCESS --- ------------ --- ---1-_—_ _ RIDGE 1' 2 1 2" 1 j 1 1 1 1 BETWEEN ATTIC 12 1 I 1 1 1 # AREAS, TYP. 12 { 1 EL.=+2B -7 1/4 1— I 1 # 1 1 +z8'-7 1 4" �y r` _—_----------------------------- ---- ------- ------------- � - �-__..__ _--- V RIDGE --- �- _--12-------- ---- ----- -- -- - �� RIDGE ! I OVERFRAME 1 1 F.P. VENTING 1 6 - 1 ' l- (RE: STRUC) 1 1 TO CHIMNEY INI " W 12 ' i RE: SHT R003 FOR I1 FOREGROUND 1 - ----- - - - - - - ___._______._.__�-�-- `� RIDGE 2 1l4 w ' CONCEALED SPACE 1 6F— 1 r'".- . 12 FIRE PROTECTION 1 ! 1 \ 12 1 +26'-2 1/2 2 1 �: 6 ALTERNATIVES Z A415 _ � ° � _' 1 �\ _- � . �12 # RIDGE i 1 0 k �rirwwwwwwwww ,� � wlw� www�A* , � , 1 I 1 1 TTI I -__ _ - ENG. TRUSS � � 1 1"4 =� EL.=20'-7 3/4" 04 �K 1 1 �- T.O. BEAM / BEAM 1 1 " 1 ENG. TRUSS �:I EL=19 -6 3 B ! / E: STRUC.) -�- _-----_---,--_ - T.O.I � i T.O. PLATE 1 1 I 1 --ENG. TRUSS ' , T.O. PLATE EL=+14'-2 1/8" TOP PLATE j j --_- M5 DR I I j 1 VAL RESORTS DEVELOPMENT EL=+10'-6 3 4" COMPANY l MBERS, Y TOP PLATE T� 1 1 P. 1 i I ; 1 - - 1 1 1 I 1 ���_T 1 �, ._- __----1----- ----- � -------- ----- - -� �—._�..-- -- -----�� �-- I--- - - - -------- ------- - -- --- - r - -- ---_---- _-_ -- —_ �_.._.. _--- UPPER LEVEL = +10 -4 AVON,COLORADO y ARCI11ECr OF RECORD ]� T.O. PLYWOOD SUBFLOOR LIVING RM. 1 I BD 1 11 i I 1 fJi/fIVG RM. _= - J A110 * j 1 _ ARCHnF TORE ININ M' A1a9 1 I , B9�B 1 uenver,Cubmdo DINING RM. A101- I � � 1 I I ! � '.I _ I I � 1 � l 1 ' e # # MASrBIC&ar�NER DF&C-N ARoctuma-r I , FINSH FLOOR HART I HOWERTON CIVIL FOR GRADE NEWYORI�NEWY08K ELEVATION REFERENCES, TYP. -- - - —� .. = I 1----- — ---- - -- 1 - - - - - __ _—_ i MAIN LEVEL - 0'-0" MUCTURALENGnv� — — —- - _ MONROE&NEWELL ENGDMMS,INC a T.O. PLYWOOD SUBFLOOR Av0[+I,COIARAI)Q 1 __ --- _.: �_ _ I _ r I�c1lnNicnl.+�TF•-r<�,,,»nom H M-E MgGIN�A S NC AVON.COLORAM , AL�nvE cCwRnna'mIG 1 I 1 EDROOM 2 FAMILY RM. 1 ! I ; I AMILY I BEDR +M 2 PROJECT NUMBER 20900.00 N ISSUE REVISION HATE 1 1! 1 09 BLDG.4/CONSr. 10.11.04 -_� _-_�- _ J - _ _ 1 Q FINAL CONST. 01.03.05 13 ADDENDUM 2 ..... 01-19.OS 1 ------ - -- _ ,_ _ — r - - -- 1 r-� --_ - -- ---- ----- -- - 1—_-- --- -- ---- 1 GARAGE LEVEL = -12'-0" Q 1=i I I Ws 1 2004 42140 ARCHITECTURE, INC. v Coy E, RAND JOHN N 2 3 4 25'-11 26'-7" u z 8_4 CHIMNEY CAP COPPER CHIMNEY CAP 0 (RE. DETAIL 5/A534) 70 (RE: DETAIL 3/A534) tv OVERFRAME 164 (RE. STRUC.) MAINTAIN ACCESS RE: SHT. R003 FOR A +31'-2 1/2" 0 CONCEALED SPACE FIRE ------------ A BFTWEEN ATTIC E-4 I ENG. TRUSS V RIDGE u 12 3 sim. PROTECTION ALTERNATIVES 2 Sim. ------- \,A412 16 O.H. I ("1 16 +28'-7 1/4" -_--r___=� i .- ...--1 AREAS, TYP. A4 12 v > P?� 1A 61 ofs RIDGE ENG. TRUSS RIDGE OL _F1 Ir-11 +25'-8 1/2'"'F 0 A ENG. TRUSS OVERFRAME AA ENG. TRUSS ATTIC ATTIC (RE: STRUC.) 6 LT LIC EXHAUST LOUVER—,,! (RE: MECH.) ----------- --------- -- ----------- f I-- +19'-6 5/8" to TOP PLATE T.O. PLATE OL +221-2 3/8""F OWNERMEVEWM EXHAUST LOUVER BATH 3 (RE: MECH.) CLOSET 4A CLOSET 413 VAIL RESORTS =A20:1 MSTR BATH DEVELOPMENT COMPANY AVON,COLORADO Now* ARC-1UTECT OF RECORD EXHAUST _)JI110 . . -./ r N535 I . El I--- -_- / ____ _01 I L[ UPPER LEVEL +10'-4' ----(RE Q I f.1 4�,VWVVV�l I T.O. PLYWOOD SUBIFLOOR --- ----------- A U-U ARCHnSCTURE T-t Dewar,Cokwaft ------+-EXHAUST LOUVER Muslu PL&NNAR MAIN OPNG I : . & ENTRY OPNG KITCHEN (RE: MECH.) ANG ROC DESIGN ARCHrVfCr KITCHEN A10mg j MASTER BATH 3 1OPNG fURTIHOWERTON OPNG MWYORK.NRWYORK Al 11 rn I F dh FINISH FLOOR A SEE CIVIL FOR GRADE MUMIRAL INGNBM moo" M0NR0fi&NRWffi.LENGD4EWM ELEVATION REFERENCES, TYP. AVON,C-010RAW ..................... I I c� MAIN LEVEL 0'-0" ?,fflCHAMCALELf_�CALENGRQM t-fl —-—-—- M r&ENGFNIFFItS,INC VIV. my AVON,0DIAMU10 o T.O. 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P Y ALPINE na nvG,INC r VAV� COLORADO j F PROJECT NUMBER 20900.00 N I ISSUE REVISION DATE 1 .:° — I 07 BLDG.2/CONST. 09.02.04 QBLDG.4/CONW. 10.11.04 NOTE: REFER TO FLOOR - - to BLDG 5/CQNST. 1025.04 • i +-- r-- PLANS FOR WALL TYPES 3 53 L//�� I� 7 �6A/7A/8A/9A/10A/11 I µ FINAL coNST 01.03.05 16 ADDFNDUM 5 05.16.05 i T.O. WALL STRUCTURC I 7 GRADE A7 I (RE: CIVIL) -- �- GRADE VARIES I - ° �1 r (RE: CIVIL) i _.f r CONCRETE TERRACE _ r (SLOPE TO DRAIN) I= - .. 12'--0" -- ` �- CRAWL SPACE I I-= 1 _; I f f- 1—1 1 =1 I ;I 1= 1 1 i;,.:_ ALL SECTIONS '.�. 1 �I �-=�__� I i��=3 I-��i i 1 111===! l !.--_ -I. i�� � •,� _ = 1 I I 1=1 11=-1 11=111=11 I�I I 1=1�1=1 11=1�i—i 11=111=1 11=111=1 i 1=1!I=1 l 1=1 i 1�_I all—k:_:��=�; f ?_ :� i ICI I f•�f_� �=!� _��I� ' I1' = 1 I=111=� 11=111-�1 11=1 I �=111—I I f=f l 1=11 f=1�I=I 11=1 11=1 I I=11 f=1 ( I--� 1 f�---�I =1 1 1 1 1 1- _I !__ f ' 11=111=11 I—I 1 1-;;I I I=111=1 11=111=111=1 11=1 I I=1 I L-111_-_I 1=1 1 1 1 I I=1 11=1 11=1 I I- I=—I 11 -= 1 I ! 1 _=111=i 11- I=— 1=111=1 I I=1 I ' 1 11=1 I ICI 11=111=1 I ICI 11=1 11=111=i I I1 11=f 1 I—`I 1 I'El I F a '- �� �- WALL SECTION _ � • WALL SECTION UN T B - 2SCD1.dwg 2004 42140 ARCHITECTURE, INC_ S SIM. ® �, of Col UNIT BEYOND A533 O.H. � � �*—. E. RAN At 1 1 JOH i j i I 2v /! r A I Ll T. _ PLY — — ARCH :OCCURS T I I RIDGE HEIGHT _ -SOME BUILDING ! o (RE. 'ELEV. AND RCP) _ 1 a Amm( Una a raw I 533 I 3 \- 2 IM A533 I I A533 i Q I OPNG_.4000RS I I Q ® I (RE: EXT I ENTRY. PORCH t Wood ELEV.) . Ca STONE EIGHT VARIES - (RE: ELEV.) A533 I �I + j ... .. .r.....sn....� .owl (� '� .. a LZ —I � UNIT BEYOND (VARIES) i—l I F� — -- , 1� 1� RE: PLANS f i iii I ICI I !� ! � _ I i _ _ �= - - ---- - _ a. ti ;���� � J �'�-� = I I- v D to I OWNER/DEVE OPAR a p 6 o o T1 -___ ° a' VAIL RESORTS I DEVELOPMENT COMPANY PARTIAL WALL SECTION (UNIT B }_ # AVON,COLORADO — 2scoldwo AACHrrWrOPRB4Y1ft1) i 2 i 6 "m so grain mams momi comm cdorado i n�cH►�u� a33 MASTER PLANNER son i � `a now ! _ _ am raw ram DPSIcaa ARC,HP[fiCf T. PLY 1 HART IV WERTUN I YOB NEW XORK I1 1 ■ I MONROO STRUCTURAL NEWM ENGUdMn WC AVON,COLORADO final Wall I MRCHAMCAI,E FLT itAr. = — AVON,COLORADO UPPER LEVEL i -T.0. PLY ArPZr��c�ni G,nv� - I� A532 VAII_,COLORADO PROJECT NUMBER: 20900.00 3 OPEN ISSUR REVISION DATE RE: CIVIL IES) - - I7 m BLDG.2/CONST. 09.02.04 A532 I o� BLDG.4/CO11W. 10.11.04 I - BEAM (RE: STRUC.) 1 I . so BIDG.5/CONST. 10.25.04 STUCCO , 6A/7A/8A/9A/l0A/11 ENTRY PORCH PNG OCCURS. _ 8161 i (RE: EXT. ; — l._-- I RKU,CONST 01.03.05 Et-�.) I _ —i } iLl I ;='-} i I-TI I Iii } 1 } } f —_—_ _= =i i . - ENTRY DOOR — �s ADDENDUM 5 05.16.05 I - -I I III I ICI I I =i 11I ICI 11-1 l Q I �- (RE: A711) - ___ SIM. l i IYi�ii I Iii 1 Iii I 1 i ii I II i lei i Iii 1=i!iii i it I iii I 1=i 1 ICI iI i �_ 1I PEI I I^I I El I ICI I--1 i ��Ii�i 11 I iii I I_i i }�i ( i=1 I 1A 11=i i i—f I ICI I=f III 1 I ICI ICI i f=1111 I I fl►=ill l i !�I I=1 I ICI I IEI I ICI I ICI I ICI 117?i� ° ��-� FINISH FLOOR +3 (RE: CIVIL) -- lI'- - - - Q �. MAIN LEVEL — T.0. PLY W Q a a T an AWaroms morms 4m worried GARAGE Q r 11 ICI 1 Iii I Il I it i-=1 I I�-i i l 1 11 i it i II 11 RE: TUNNEL CONS G } • - a . •. e- .' - - -�—_ �—-- -a ������ �. _ .�_. PACKAGE 4 Q WALL SECTIONS a IRE: TUNNEL CONST. PACKAGE PARTIAL BALL SECTION (UNIT B o BALL " SECTION UNIT B A417 1/2 1 0 9 I © 2004 42 E, INC. Ll L .A v♦ ff # i i I Sim. 1 (O.H.} A533 i 1 t �i t 1 I o i � l I E I € Omni d A G � ROOF BEYOND •--{�- i I � � � 1 O ' * v W A WW > i I z Wo A 1 SIM. BEAM O I 33 (RE-. STRUC.) A5r6.31 (O.H.) son =mob It UPPR. LVL =+10'-4" �_-- _ -- _ OWNER/DEVIbPER T.O. PLY VAIL RESORTS DEVELOPMENT I COMPANY "!"* AVON,COLORADO UcMTWr OF RECORD SOUP WD. BEAMS FA Itj (RE- STRUC.) Dove,Cho (To SKI TO UTILITY MAS ERPLANNER CLOSET I DESIGN ARCIRTBCT ® HART I HOWERTON �a®v YOxx,NEW YORK STONE TERRACE ' (RE: LANDSCAPE) / M0HFtOE&NRWFJ.LENGD0MMHqC AVON,rAMORADo T.O. PLY M-E ENGDOWS INc AVON.COLORADO —i -1 C L ENGINEER ! !=111=1 11=1 11=1 11=1 11=1 I I-1 I ICI 1-1 1=1 11-1 I !-1 11=1 11=1 l I VAn.COLORADO G � - i PROJECT NUMBER 20900.00 D � d o D ISSUE REVISION DATE 08 BLDG.3/CONST. 09.24.04 Q BLDG.4/CONST. 10.11.04 10 BLDG.5/CONST. 10.25.04 A 6A/7A/8A/9A/l0A/11 GARAG� (RE: TUNNEL ° FINAL CONST 01.03.05 CONSTRUCTION PACKAGE) 15 ADDENDUM 5 05.16.05 OIL GARAGE LVL_=-12' `---------------------------- -------- - -- --�-- -- --- --- ----- T.O. PLY o 1 s V li Ad 11=1 I i=1 i I p Q 1. A o i I 1=1 11=1!LEI I ICI 1=1 I I=1 I1 I �°`� =1 I I--I i—=1 1=1 11=1 I 1=1 11=1 I Iii I i.=1 11=1 . 111=1 I I-111 X 11—� I I I III– –III I D d 11 i—I I f—III—III—III D I I—III—F I—I I Irt� i I _ 1= — =1 I I� — BUILDING = 1=III— _ — _ =111—i -�.IF_1. d �. =1 I Fj I 1=1 WALL SECTIONS A418 A d d .o —III i11---11I-�---I11�111-1II�� I I� I I=1 11=1 11=1 11=1 11=1 11= � 11 III—III—III—III—I f i—! WALL SECTION (UNIT A) WALL SECTION (TWIT A) Q 2004 42140 ARCHITECTURE, INC. co11o�4 �� ao E. RAC! L JOHN N INTERIOR CORNER WNFORCEMENT OUT510E CORNER REINFORCE RENT 3" SNOWMELT SUPPLY & STEP i RETURN (SEE NOTES 1&2) STEP I Mme• PC Ik PIpE STAINLESS STEEL BAND CLAMP UNCURED NEOPRENE FLASHING w .. W 6" (SEE NOTE #3) CLR. < NEW 2" HIGH CONC. CURB. CLEAN - %.& ROUGHEN TOP OF CONC. SLAB ,. k DOWEL EPDXIED INTO CONC PRIOR TO PLACEMENT , < < c PRIOR TO INSTALLATION OF W.P. HORIZONTAL WATERPROOFING �� RE:STRUCT DWGS J L J '** r MEMBRANE (SEE NOTE 4) ' DETAIL WATERPROOFING AROUND DOWEL PENETRATION I� 0 �J PROTECTION � WATERPROOFING MEMBRANE ISTEP 2 = , CONCRETE WALL OR SLAB 0 Q 1 ' Jill I I C.I.P. OR PRECAST CONC. SLAB V ` a ° a a I I l l ° d FIRE--RATED CAULKING MATERIAL - , < < `� LL j_j N t a a ° a 0 a F� 1. PIPES SHALL BE COPPER. POLYETHYLENE TUBING SHALL NOT - - a - - � • - -� - °- a BE USED FOR PENETRATION. a 2. MAX. OPERATING TEMP. = 135'F, MAX. TEMP. ALL CONDITIONS 180'F. 3. REFER TO MANUFACTURER'S DETAILS FOR ADDITIONAL INFORMATION. a a 4. OTHER LAYERS OF HORIZONTAL WPM SYSTEM NOT SHOW FOR CL4R17Y. A a SEE TYPICAL DETAILS SHEET A505. ALL OTHER DETAILS OF HORIZONTAL_ & STS 3 CpMPLl�TELY ENCAP5UU4Tl±Ala. REINIrOWC#NG 5W 3 CORAr.ETM.Y ENC�P5ULATE ALL 00VW REINFORONG VERTICAL TRANSITIONS APPLY PER MANUFACTURER'S DETAILS. MW A TOE'COATING OF HOT-dMED WP. VM A TOP COATING OF HOFT-APPLIED W'. NO REINFORCING 5HOLIID BE L EFr DfP019W OVI Off. NO REIN LNG ShOULD BE U!tT Ma 1=D OVMWT. OwNmt/b$vsLc*m VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO AWVn'9CT OF ML= VND P SNOB LT P ETR TIC DETAIL D TYP CORNER REINED C G DETAILS P TYP DOT+ L PENE R TION DETAILS IIw srw No 9*pm Itj AROMMM BMW,CDWN* At �PL,ANN�R 1)SSIGN ARC�iPI'HCP HART I HOWERTON MM YORE 14OW YMK SMUCTURAL ENCAMEsx momm&NBWALLSN6 ,mc AWN,COLORADO n(BC1LORCAL HLECI MAi MGDUM HOT-APPLIED WP UNCURED NEOPRENE REINFORCEMENT °� PLANTER WALL OR CURB HOT-APPLIED W.P. A OLORADO MAL IM24m UNCURED NEOPRENE FLASHING a ALPINEENG1NBMUW% He ' ® ' °• .• CONTINUE PROTECTION vAU,COLORADO BOARD 4 DRAINAGE MAR' HOT-APPLIED WP g" 4 CONTINUOUS UNDER CLR. 4 . ° d PLANTER WALL OR CURB PRO ECI'NUMBER. 26900.00 e ° °a.•. ° e ° : :• • a r FOUNDATION WALL TO FOOTING DECK ° : a• ISSUE REVISION DATE DRAINAGE MAT a :4 _° JOINT IN DECK--- RE- STRUCT • - a 04 CONST DOC d 40MIN. EXTEND HOT-APPLIED W.P. • FOR PERMIT 07.23.04 REINFORLEMENT 5TRUCTURAL.AND CONSTRUCTION JOINTS DOWN UPPER PORTION �+ 'r + p DETAIL WATERPROOFING 05106 CONST DOC OF WAIL FACE TO NOT REQUIRED AT SHRINKAGE CRACKS �AT ALL CHANGES- � © � MEMBRANE AROUND RE9AR ROUGH CONCRETE >1/1 G" <1/4' IN IN-PLANE ENCAPSULATE ET a FORPERMIT 08.1304 4. OR CRACKS UP TO WIDTH CCW 71 I-90 SHEET a _ --- I l I CU &BLIDG.2/CONST. 09.0204 Q CLEAN SURFACE OF W.P., �] BAR FOR PLANTER WALL � Sr. Q Q d PRIME 4 INSTALL SHIM OF WALL/CURB TO QWr 08 BLDG.3/CONST: 09.24.04 CCW 711-90 12' MIN ONTO Q Q 5PRAY-APPLIED W.P. AND A 09 BLDG.4/CONST. 10.11.04 d UNCURED NEOPRENE UNCURED NEOPRENE 9' MIN PAST JOINT IN DECK FLASHING FLASHING BLDG.5/CONST. 10.25.84 4 Q _ T- 5FRAY-APPLIED W.P. 5B FINAL CONST 01.0105 a ° EXTENDED TO WITHIN CONDUIT OR ° a 3' OF TOP OF WALL - •4 1 4A/7A/SA/9A/10A/11 PIPE LE55 PIFF4VENT GREATER THAN OR a 4 v THAN I EQUAL TO 1' 0 ° ; EMBED G'WADE FABRIC FINAL CQNST 01.0305 a" REINFORCEMENT SHUT Q a ° e n °a ° ' BTWN 2-30 MIL. LAYERS 4 16 ADDENDUM 5 05.1605 NOTES: SOME PIPE MATERIALS (COPPER, BRASS) MAY REQUIRE!ROUGHENINGI5ANDING, ° a ° 4 a ° Q ° ° OF SPRAY APPLIED W.P. 4 IN ADDITION TO PRIMING W/5URFACE CONDITIONER, FOR PROPER ADHESION OP WATERPROOFING. a - METAL PIPES MU5T BE FREE OF All OIL AND RL15T. PROTECTION BOARD NOT SHOWN FOR CLARITY. EXPANSION JOINTS UP TO 1'IN EXPANSION JOINTS I'TO 2' INI [! VADTH AND MAX.MOVEMENT ANTICIPATED L AL MOVEMENT ANTIO PATE© J�IIi WATERPROOFING DETAILS TYPICAL E T P CONDUIT PIPE PENETRATION DETAIL TYPICAL WATERPROOFING DETAILS T �WA TRM RM OW I MG�D MAILS NI, A O S A505 Q 2004 42140 ARCHITECTURE. INC. I u r-,V [/ 4 FOR TRANSITION DETAIL AT FOR TRANSITION DETAIL AT ��r h RESIDENTIAL WALLS NOT ABOVE RESIDENTIAL WALLS ABC VE E. TUNNEL ^� RE: D/A511 EXT WALL SHEATHING TUNNEL RE: F/A511 SUB-- STUCCO FINISH 51LL FLASHING W/ RE: WALL SECTIONS DRIP EDGE AND END & SPECIFICATIONS I = DAMS AT EACH END - e r, LAP BLDG FELT PAPER OVER LEADING EDGE OF BITUTHANE SHEET W.P. SPRAY-APPLIED W.P. SEALANT r� EXTEND BITUTHENE SHEET AND FLASHING W.P. UNDER SUB-SILL FLASHING ALL FASTENERS FOR DRIP AND SET IN BED OF LM3000 EDGE. FLASHINGS, ETC SHALL STONE VENEER LIQUID MEMBRANE TO EXTEND BE INSTALLED THROUGH v 3" MIN DOWN FACE OF WALL SHEET W.P. SOLVENT WIPE FACE OF �1 a is SPRAY--APPLIED W.P. PRIOR ° 4 . a Q COPPER FLASHING SET TO INSTALLATION OF SHEET W.P. 4 a IN CONT SEALANT BED COPPER FLASHING SET - .,6 �,j� 1.4 IN CONT SEALANT BED GRADE N RE: CIVIL STONE VENEER Ul ° .r 4 z _ I I ° a CONC FDN WALL ~i q O = Q -- ! I a RE: STRUCT AT WALL BEYOND WINDOW SET BITUTHENE SHEET W.P. z g 4 EXTEND SHEET W.P. 12" MIN IN BED OF LM3000 LIQUID m o a. 4 - 4 w *Q ABOVE STONE VENEER. MEMBRANE EXTENDED 3 MIN o z f e ° THREADED ROD ANCHORS 0 BITUTHENE SHEET W.P. LAP FELT PAPER B MIN OVER EACH SIDE OF JOINT BTWN z - .! I EPDXIED INTO FDN WALL SHEET W.P. N TYP CONC AND WOOD FRAMING f 4 PRIOR TO INSTALLATION u OF W.P. RE: STRUCT { X11 SET BITUTHENE SHEET W.P. IN BED OF LM3000 LIQUID �i■! 4 MEMBRANE EXTENDED 3" MIN ° 0 4 STONE VENEERS d ° EACH SIDE OF JOINT BTWN 4 a a: �y CONC AND WOOD FRAMING _ �° ._ .. CONT 36" WIDE STRIP OF - 4 •� . - • - '° � o - _� . e a..- � - Q _ PROTECT EXPOSED THREADS HREADS � �r a d APPLIED BITUTHENE SHEET W.P. - a 4 : � BEYOND FACE OF ANGLE TO LIED DIRECTLY OVER a — r a KEEP CLEAN & FREE OF W.P. GRADE N RE: CIVIL . 4 - SPRAY--APPLIED W.P. AND a a a APPLY COW SHEET W.P. OVER d 4 ► 4 ° EXTENDED 12" UP ONTO q " ° ' a ANGLE AND EXTEND 4 MIN ° O EXTERIOR WALL SHEATHING �a ONTO SPRAY–APPLIED W.P. 4 ° 4 LAP 4" MIN AT SEAMS d z a EXTEND SHEET W.P. 12" MIN DOWN ONTO SPRAY–APPLIED W.P. 4 a 4 m 0 — a 4 FACE OF HOT–APPLIED W.P. EXTENDED 70 TOP OF z LEDGER ANGLE INSTALLED — 00 EMU HOT-APPLIED W.P. CONC FDN WALL z _H A PAINT ANGLE W/ TWO STRUCT t OF PREMIUM ALKYD ENAMEL a PRIOR TO INSTALLATION N TYP oWN>�lnavBrarsit TERMINATE RIGID INSUL VAIL RESORTS AND AT AT BOTTOM OFGANGLLE DEVELOPMENT W.P. SHALL BE CONT FULL HEIGHT OF WALL, COMPANY AVON,COLORADO ARCH I T OPAROORD E �_y, AT TUNNEL SIDE W WINDOW "3*- .P.M. AT WALL TRANSITION W.P,.~M, AT LEDGER �ANGLE `-••0' � / L-SHAPED COPPER FLASHING rarado 2" X S" WITH 1/2- HEM DIRECTED AWAY FROM FACE OF W.P. A DESIGN AACHxrwT 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 PROTECTDI' q NBWYORI�NEgVxoxrt WITH HOT–APPLIED W.P UNTIL a a EXTERIOR WALL OF RESIDENCE IS CONSTRU;TED, 2" RIGID INSULATION OVER' 4° $"R -Im HACKER ROD AND SEALANT IF RESIDENCE IS CONSTRUCTED I i– MONROR&NMYSM]INGINEW,INC DOOR THRESHOLD RESIDENCE AT TUNNEL WATERPROOFING SYSTEM 4 AVON,COLORADO WITH TUNNEL, EL.IMLNATE WATERPROOFING _ SET IN BED OF MORTAR TO BE PROTECTED WITH FROM AREA INDICATED ` HUS: _ ° CONT TERMINATION BAR MBCHAHWALMSC17ICALMGINBSR a 4 AND SEALANT MEENGINBBRS.INC PAVERS HOT--•APPtJED W.P, � �� • d AVC*k COLORADO INDICATED THUS: CONC FDN WALL PROVIDE END DAMS IN a� EXTEND SPRAY-APPLIED . a - - ° SHEET MEMBRANE d Q RE: STRUCT C" ENGM " SETTING BED AT JAMB CONDITION ° VAM,C DRAINAGE MAT TO AI.MIS BNGnMWMG,INC. BOTTOM OF FOOTING 4 AND TURN UP INTERIOR a - - EDGE INTERIOR OF RESIDENCE 4 q - VAPOR BARRIER SEALED - 4 a" EMBED 6" WIDE FABRIC ° TO FDN WALL - TYP PROJECT NUMBER 20900.00 % r REINFORCEMENT SHEET PROVIDE COW INSUL BD - BETWEEN 2-30 MIL. ° OVER VAPOR BARRIER ISSUE REVISION DATE EXTERIOR OF RESIDENCE sEAL coNSTRUCrLON JC`NT LAYERS WP MEMBRANE 4 - 4 a TO PREVENT DAMAGE OVER TUNNEL CONST 06 CONST DOG 3 3 d 4 d % I FOR PEMIT 08.13.04 tn n_ STRUCT � 4 _ 4 i REW FRAMI NG ABLDG.2/CONST 09.0204 4 0d F - 08 BLDG.3 1CONST. 09 24.04 tI � I a i 1 09 BLDG 4/CONST. 10.11.04 O °4 _i a ° EXTEND BITUTHENE SHEEP EXTERIOR WALL OF RE5 DENCE i© BLUE 5/CONST. 102504 z o W.P. UNDER THRESHOLD ° AND SET IN BED OF BEYOND TUNNEL TO BE PROTECTED WITH z bA/ /7A/W9A/10A/11 k ( ° LM3W0 UID MEMBRANE. SPRAY APPLIED W.P. IN NCATED THUS: m a d N / .4 Q d d FINAL CONST 01.03.05 I I °4 d BED OF LIQUID MEMBRANE N ° - 4 ° - a ° TO EXTEND DOWN FACE �- a - a • 16 ADDENDUM 5 05.16.05 i { d OF WALL OVER FOUNDATION TUNNEL DECK TO BE PROTECTED ° Q d ° 4 a Q 4 WALL W.P. WITH HOT–APPLIED W.P. ° =° a FOR ADDITIONAL. INFORMATION ° 4 : ° a ° a a RE: TUNNEL W.P. DETAILS _ ° ° a LAP SPRAY-APPLIED W.I. SOIL FILL RE: CIVIL FOUNDATION WALL OF 12" MIN. ONTO EXPOSE[: HOT APPLIED d a Q ° Q AND LANDSCAPE DWGS 4° RESIDENCE N RE: STRL W.P. (SOLVENT CLEAN SJRFACES PRIOR TO INSTALLATION OF LAI )• d REMOVE PROTECTION BOARD - a -4 FROM SURFACE OF a FOUNDATION W.P. SOLVENT FOUNDATION WALL OFT 1NNEL Q 4 ' ° 4 ° WIPE, AND LAP BITUTHENE TO BE PROTECTED WITH O �O 4 v 4 -4 a EXTEND SPRAY-APPLIED W.P. SPRAY-APPLIED W.P. IN ACATED 0 O ° n d SHEET W.P. ONTO FOUNDATION 12" MIN ONTO HOT-APPLIED W.P. THUS: � O oq 0 WALE. W.P. 12" MIN. FOR ADDITIONAL INFORM NTION \\\ I FOR CRAWL SPACE DRAINAGE MAT AND RE: TUNNEL W.P. DETAILS UNDERDRAIN SYSTEM ATE R P R OO FI N G PERIMETER DRAIN IN RE. CIVIL INSULATION h FREE DRAINING GRAVEL DETAILS PARTIAL PLAN V & WRAPPED IN FILTER RENTING FABRIC N RE: CIVIL RESIDENCES E W.P.M. AT UN EL SIDE D00R THRESHOLD G W.P.M. RESIDENTIAL TIE--IN TO TUNNEL PLAN VIEW A W.P.M. TERMINATION AT FTG A51 I © 2004 42140 ARCHITECIUKt. Mr. cola LAP FELT PAPER OVER FLASHING E" RA DAL JOH SON STUCCO w �._ AA ENCAPSULATE END DAM CONT WEEP SCREED EXTEND HOT—APPLIED �/�, �,'` IN HOT-APPLIED W.P. COPPER FLASHING W/ HEMMED W.P. MIN 8" ABOVE FIN F�, �c• FOR ADDITIONAL INFORMA110.-J EDGE SET IN CONT SEALANT FLR ELEV OF TERRACE RE: B/A512 BEAD ON TERRACE PAVERS z COPPER END DAMN z RIVET & SOLDER ALL JOINTS WATER TIGHT J ``"` • a TERRACE PAVERS OVER co TERRACE PAVERS SETTING BED AND UNCURRED NEOPRENE VJ CONC TOPPING SLAB FLASHING EMBEDDED W PROVIDE BACKER ROD IN HOT—APPLIED W.P. CONT FACIA TRIM BOARD AND SEALANT AT _ LAP FELT PAPER SLOPE TERMINATIONS Fo Fo OVER W.P_ N B" MIN TO DISSIMILAR MATERIALS, TYP. .�., : =:va END DAM ISOMETRIC , ~~ a STONE VE NEER '�•s:-; :' r- _ • ..z.�_ '� L' .�. :y.te: ^r' ' '• rys•t-S:-'•.. t- a=r- d >4 d• USE HOT—APPLIED W.P. TO •Q a-• a - EXTEND HOT—APPLIED W.P. STRIP--IN GUTTER FLANGE INTO a MIN 8" ABOVE FIN FLR ELEV HORIZ DECK MEMBRANE N � Q � OF TERRACE LAP 40 MIN ONTO DECK W.P. RAINAGE MAT TERMINATE VERT FACE OF WALL AND 2" MIN OVER VERT FACE _ W x31 x$" 1-NGH OF GUTTER N TYP w COPPER END DAM N TYP HOT--APPLIED W.P. Q( I AT TERRACE DECK EDGE MEMBRANE REINFORCED { UNCURED NEOPRENE FLASHING AT ALL JOINTS IN 1� � EMBEDDED IN NOT—APPLIED W.P. 2 PLYWOOD SUBSTRATE *� 1 BACKER ROD do SEALANT iv TONGUE AND GROOVE PLYWOOD E.©ECG TERRACE PAVERS OVER V 1 a SETTING BED AND CONC z d " TOPPING SLAB 0 DRAINAGE MAT N TERMINATE AT VERT FACE OF COLUMN RIGID DRAINAGE SPACER CONT W/ DRAINAGE 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 owrtsnroav[storax PLYWOOD SHEATHING OVER RECEIVE WP MEMBRANE VAIL RESORTS WOOD FRAMING N RE: STRUCT DEVELOPMENT COMPANY AVON,COLORADO Axcfn mcrCFRRCnxn TERRACE WT A. AT STONE COLUMN TERRACE W.P M. AT OPEN EDGE D B TERRACE , .M. AT THRES OLD/WALL FA Id NOTE: SHOULD CONNECTION OF WOOD RAILING VARY FROM WHAT IS SHOWN sraxRr.�ata� HEREIN, CONTACT WP CONSULTANT DES]"ApicHrrwr TO CONFIRM WP INSTALLATION DOOR THRESHOLD SET IN CONT BEAD OF SEALANT HART I HOWERTON WOOD RAIUNG POST (NOT SHOWN FOR CLARITY) NEWY ORK N8W YOQUC CONT SAWCUT REGLET IN I—SHAPED COPPER FLASHING STRUCTMAL RAILING POST W/ BICKER ROD & 2x5" WITH )�" HEM -DIRECTED MoNWg � .04c r SEALANT AWAY FROM FACE OF W.P. SET SHEET W.P. INTO CONT. BED AVON,COLORADO `� OF LM3000 LIQUID MEMBRANE N MCRANICAL BL8C=CAL EZ, a STONE VENEER 1/8--IN. ASPHALTIC PROTECTION BOARD CONT BITUTHENE SHEET W.P. LIQUID MEMBRANE TO COVER FULL AHD . COPPER FLASHING N COUNTER HEM WRAPPED UNDER THRESHOLD HEIGHT OF WOOD BLOCKING AVON,COLORADO & TURNED VENT o JAMBS �W- LAP FELT PAPER & SEAL ALL VERTICAL JOINTS - Hm:M TO CREATE END DAMS N TYP OVER SITUTHENE LOWER END AS SHOWN N FIN FLR OF RESIDENCE v.+u,COL oRwo PROVIDE SNAP CLIP AS—SHOWN TO SHEET W.P. ^+ 6" MIN ANCHOR METAL INTO REGLf:T BACKER ROD AND SEALANT SPRAY APPLIED W.P. BACKER ROD & SEALANT PATIO SLAB �► RE: STRUCT PROJECT NUMBER 2090000 ° TERRACE PACERS OVER Q d i SETTING BED AND ISSUE REWSION DATE 4 -1 CONT 36" WIDE STRIP OF Id CONC TOPPIP-G SLAB a 4 BITUTHENE SHEET W.P. z •__` .- .°..-:�.._' a ° . APPLIED DIRECTLY OVER a . DRAINAGE Mf T TERMINATE e n: - ° SPRAY--APPLIED W.P. AND g a a AT VERT FAC_- OF POST Q g 06 CANSTDOC EXTENDED 12" UP ONTO a _ FOR I?ERwT 05.13.04 dQ 4 EXTERIOR WALL SHEATHING ° �! &BLDG.2/CONST. 09.0204 a Q 4.- LAP 4 MIN AT SEAMS - a HOT—APPLIEC W.P. MEMBRANE 08 BLDG.3/CONST. 09.24.04 SOLVENT WIPE FACE OF REINFORCED AT ALL JOINTS a ° d CONC FDN WALL 09 BLDG.4/CONST: 10.11.04 CONC PEDESTAL FDN d 4° SPRAY APPLIED W.P. PRIOR IN PLYWOOD SUBSTRATE N ° RE: STRUCT 4 4 10 BLDG.5/CONST. 10.25.04 RE: STRUCT ° - ° - TO INSTALLATION OF SHEET W.P. I� OF TEL;"LRAC�RS EXPANSION JDINT MAT'L � 11 ° BACKER ROD & SEALANT COPPER GUTTER NOT — —w- ` 4. Q. = GA 7A 8A 9A 1 f SHOWN FOR CLARITY a 1 va 4 / OA/ 1 4 PATIO SLAB RE- © A512 TONGUE & GROOVE _ a FINAL CONST 01.03.05 a RE: STRUCT PLYWOOD DE JKING REMOVE PROTECTION BOARD a 16 ADDENDUM 5 05.16.05 FROM SURFACE OF FDN W.P., a SOLVENT WIPE, AND LAP ° d THREADED ROD ANCHORS -411 q BITUTHENE SHEET W.P. ONTO EPDXIED INTO FDN WAD. •- d - - a FDN WALL W.P. 12" MIN � PRIOR TO INSTALLATION C _4 a UNCURED NEOPRENE FLASHING a OF W.P. N RE: STRUCT ° d a WOOD�FRAMING STRUCT TYPICAL 3 S DES N OMIT ON d . c _ EXTERIOR FA.E OF POST DRAINAGE MAT ° °a a a d d 4 RIGID INSULATION ° 4 d ° DETAIL W.P. AROUND ROD PROTECT EXPOSED THREADS : 4 BEYOND FACE OF ANGLE TO ° d. I KEEP CLEAN & FREE OF W.P. ° -- EXTEND BnUT1-iENE SHEET W.P. a ��1 Id ° ° 4 i DOWN FACE OF FDN & OVER ANGLE WATERPROOFING - LEDGER ANGLE INSTALLED DETAILS LS AFTER W.P. N RE: STRUCT RESIDENCES PAINT ANGLE W/ TWO COATS , a� OF PREMIUM ALKYD ENAMEL PRIOR TO INSTALLATION — TYP E W.P.M. AT STONE COLD N BASE C TERRACE W.P.M: AT RAILING POST A A FDN W.P.M. AT THRESHOLD/WALL A 3"'* 7'—D. 3. 3"-w 1140 A512 GRID GRID _ 2004 42140 ARCHITECTURE, INC. A NOTE: BAY WINDOW WOOD RAILING ASSEMBLY, 9„ OCCURS @ SOME B 1'-6' SEE DTL. 2/.0532 . UNITS ONLY. (RE: qp I F_" PLANS) I �,� A 8X8 WOOD NEWEL POST, LAC GRID I I , ° SCREW TO WALL STUDS W/ ,, N �a. I (2) X-0 x 12-, TOP & BOTT. e� - I 2 ✓ - _ ��p2 I �d `7'f COPPER FLASHING W/ I HEMMED DRIP EDGE, OVER STONE CAP I I .0712 EQ.1 EQ.1 �` • SHEET WATERPROOFB ET N STONE � � ® [� 1 I 3-111- IN LIQUID MEMBRANE W I I I I SEE 1/A512 FOR SIM. I ENTRY — _ _ 7 DETAIL OCCURS AT Q APPLICATION. CID s101 �I BAY WINDOWS ON 1.1 1 -9" I r .0532 NORTH WALL ONLY 2 X 7" STONE CAP. Q ! ---- - - - (SINGLE PIECE BETWEEN -A I NEWEL POSTS) I I OPENING ABV., A CEDAR GUARDRAIL AND I WHERE OCCURS ENLARGED BAY WINDOW (2) 1Y4" RIM 130ARD � �-f DECORATIVE BALUSTERS 0 I FLOOR ABOVE f (RE: EXT. ELEV'S) 2 ��2„ �,�0„ {WHERE acCURS) A-DT-s7.dwg A (RE: ELEVATIONS FOR , I 4 (� GUARDRAIL TYPE) ! I .0712 ar.w 6 X 12" FIR TIMBER, W/ X"O x 8" LAG r� ♦ SCREWS AT 2 -0 o.c., I I _ RECESS & PLUG MAIN LEVEL = 0'-0" 1 OPENING ABV, -t ----- T.O. PLYWOOD SWFLOOR WHERE: OCCU S L - ® 1 ffFl � �1� hA 1 WOOD TRIM. RE: DOOR A �,.y (RE: EXT. EL 'S) 15 >, ONE I CE STONE +� �+ B�NCI-� _ � � HEAD DTL. 3/.0753 in m I r -I COPPER GUTTER W/ I I - - Q HEAT TRACE � � g" 1' •' I WOOD TRIM, WHERE 1'-S"1 I �OCCURS - _ I I ry FRENCH BALCONY DETAIL � 3/.0532 1 f ® I I r i" = V--0" ISCOI.dwg z � I _ 2x WOOD TRIM _ - - - I 1 RE: EXT. ELEV. _ O ONE PIECE STONE .I I I I L. 6'-4" a I 7 . c%q Q I _ , - - - - SILL TYP_ - - - I WOOD RAILING ASSEMBLY, F� ={ / -I SEE DTL. 2/A532 6x8 ORNAMENTAL TIMBER I - - - - - -- - - _ -. -- - - BALUSTER DESIGN VARIES, 7 BRACKET I o SEE BLDG ELEVATIONS & -PATIO IXPORS (RE: GARAGE LEVEL R.C.P. — — — — – — — DTLS 5, 6 & 7/A522 BIwYOND A521 I VENEER CAP --- ---- I _ FOR OCCURANCES) STONE, TYP. z-- - - - - - - - - -I 7 2'-5" I A STEP WALL OCCURS 0 SOME 4 "B" UNITS, RE: ELEVATIONS RECESSED & PLUGGED STONE VENEER 1 A533 LAG SCREW I I ! I I I I ! I I I ! I ! ! ! ! I ! I -�" ' -3" 3'-�" I I I I I I I I 1 1 1 1 I I I I I I I I I I VAM RESORTS PIER — -- I LOPEN'G axa wooD NEWEL POST DEVELOPMENT ABV.,wHERI~ OCCURS I I I I I I 1 1 I I I I l l I I I I 1 1 I I I (RE: EXT. ELEV'S) A" 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 COMPANY I (SINGLE PIECE BETWEEN I I I I I I 1 1 I I I I I I I I I I I I I I AV014,COLORADO ENLARGED ENTRY PLAN UNIT B NEWEL POSTS) ARCHrrBCr 0F ° ENLARGED GUARDRAIL ELEVATION 5 1/2" = 1'-0" (0 HIGH PIER CONDITION) A-DT-5l.dwp RECESSED & PLUGGED FL 10'-4 GRID LAG SCREW — T.O.Puywo. SURFER. GRID lei fi X 12" FIR �C a Denver,comado A TIMBER MA5M PLANN68 do 5 WOOD TRIM, RE: DMGNARCHrf5CC I .0521 DOOR HEAD DTL. HART HOWERTION COPPER GUTTER 3 ] 3/A753 ° 6 W/ HEAT TRACE E xsW�o>�c,�w�c ® A .0532 A .0532 wwl�are err erg a� tee, eea, r s s rera,� MMMOB de NEWRIL 043-WaM%FNC STRUMaUMiGniM RE: ARCH. FLR. PLANS �' �" ..e ♦ RE: ARCH FLR. PLANS PA AVON.Cp7ORAD0 FOR COLUMN LOCATIONS, TYP. FOR COLUMN LOCATIONS, TYP. BEYOND ADMUCCAL I 1 1 AVON,COWRAno Q 1 -� 1 FRENCH BALCONY ENLARGED ELEVATION crmmauam EL1.dwp ALpA! E?WHZMMUW,MCI 1 1 1 VAn,rolneeno 1 1 O ® PROjECT NUMBER: 20900.00 1 r 1 0 1 E D.1 EQ.1 ISSUI? REVISION DATE 1 iy 1 1_ 06 CONST DOC (TYp - ' 1 ♦ , 2 er• ewe... _ •a.� ` .� A712 ® ♦ FOR PERMiT 48.13.04 EQ 2 A A BLDG.2/CONST. 09.02.04 EQ 2 - - 1 , --- 1 f 1 f 1 oa 13LDG.3/CONST. 09.24.04 ♦... �. .e. �w rw ee.e .� .,a r<,w _ ... GRID D BLDG.4/CONST. 10.11.04 x a � i �aeeeee eaar� � � a� r��� 1 1 o BLDG.5/CON5T. 10.25.04 g o I A753 A6A/7A/8A/9A/10A/11 o / FINAL CONST 01.03.05 p STONE DECK to ¢ STONE DECK �o / I 4'_1 I 3'-5" 1 2'-7" 2'-9 4" 12 ADDENDUM 1 01.12.05 16 A A I4' "-10,2 " 1s ADDENDUM 5 05.16.05 I Ax o f 414 f t It CE I STONE BENCH I (RE: D) A(RE: 1/.05.34) :4- SKI I – – – CLOSET FACE OF FRAME I CONC. STEM WALL 6, ,rte^ •. I WALL AT STONE CAP I BELOW BENCH HEIGHT. WALLS ARE BATTERED BACK ENTRY AT 2' AT SOME co I Q UNITS RE: ELEVATION 2X4 WALLS, A101 ... I I 4 DRAWINGS TYPICAL - - IF .0712 I X 35 ° P } ENLARGED PLANS RESIDENCES aa� A STONE VENEER 2X4 WALLS, A ° CAP, TYPICAL TYPICAL ILI A52 1 1 v 1 1 1 1 ENLARGED DECD Gay UNIT - A UNIT B� SIM I ENLARGED ENTRY PLAN UNIT A - 1/2" = 1'--0" {� HIGH PIER CONDITION) A-DT-1e.dwg - 1�2 — i 0 A-DT--1G.dwg 2004 42140 ARCHITECTURE, INC. Qv COlQp9 E. RAN' L JOHN ;! 4 VOID �� ID 2,. ORNAMENTAL 2" ORNAMENTAL WOOD PANEL VOID" WOOD PANEL 4 a "X 3" NOTE_ WOOD 1. NO VOID TO ALLOW TRIM r^ A ' SPHERE TO r V.a PAS 3 THROUGH . V 0 � a GUARDRAIL DETAIL ORNAMENTAL � � O 1' VOID ENTAL d WOOD PANEL , V 3 " ORNAMENTAL 3" VOID ^ �� WOOD PANEL NOTE. w 1. START LAYOUT OF 0 w RAILING AT CENTER ■„r� xj OF DECK AT CENTER OF 3" VOID 2. NO VOID TO ALLOW C A 4" SPHERE TO W Q PASS THROUGH I GUARDRAIL DETAIL OWNEMEVELOM 0'-x,o" wuOu VAM RESORTS 1" VOID 7 ORNAMENTAL DEVELOPMENT 7" ORNAMENTAL WOOD PANEL COMPANY � WOOD PANEL 3" VOID AVON,COLORADO N TE: AlCmr Ec r OF RECORD 1. START LAYOUT OF RAILING AT CENTER lei OF DECK AT CENTER � OF 1" VOID a>tC�rrEC> e 2. NO VOID TO ALLOW A 4 SPHERE TO Denver,Cokra& PASS THROUGH IMSMR MANNER DESM ARClUr r HART J HOWERTON NEW YORl�t�IEWYORIC 7 STRUCrURALENGDaM M� bdomon&NEWELL ENGzumt.NNC AVON,COLORADO ARD AIL DETAIL - A GUTTER DOWNSPOUT hIWRANlCALfXECnUCALENGANEZR b MrR EXGlN0=,lNC AVON.COLOMO Q EQ.2 EQ.2 ` cNVU srNGneR ALPINE RNGDMNlNG,lNC. n �- -y � vnuR oonoenno cn RANDOM, PATTERN SANDSTONE - -- -- -- ® OVER 1p SLOPED LIGHTWEIGHT COPPER GUTTER PROJECT NUMBE W/ HEAT TRACE R 20900.00 �- CONCRETE SLAB EDGE OF DECK ISSUE REVISION DATE CEDAR GUARDRAIL AND DECORATIVE BALUSTERS - 07 BLDG.2/CONST: 09.02.04 (RE: ELEVATIONS FOR 4 BLDG.3 CONST. 0924.04 GUARDRAIL TYPE) ow as BLDG.4/CONST. 10.11.0+4 PIER M ._,_._ - 10 BLDG.5/CONST. 10.25.04 MAIN LEVEL = 0'--0" _ � _ _ A 6A/7A/8A/9A/l0A/11 1._p.. T.O. PLYWOOD SUBFLOOR 10"00" WOOD POST l-=� FINAL CONST 01.03.05 6° COPPER GUTTER W/ 46 ADDENDUM 5 05.16.05 HEAT TRACE I BEAM r 2x WOOD TRIM I cy (RE. STRUCT.) 7/A536 'o Q CL ' _ I 6x8 ORNAMENTAL TIMBER �7 DRACKET t (RE: GARAGE LEVEL R.C.P- FOR OCCURANCES) UA V 2'-5" - STONE PIER L 1 SIM./ (O.H.) A535 ENLARGED PLANS & -4- - DETAILS x RESIDENCES ENLARGED GUARDRAIL ELEVATION I ENLARGED DECK 1/2" = 1`-0" (� LOW PIER CONDITION) A-OT-70.dwg ' 1 " 2 = -0" 1 / (0 LOW PIER CONDITION) A-N?T-18b.dwg A522 2'--10�74" cQ 2004 42140 ARCHITECTURE, INC. 4" 336" 4%" 443!8# REPEAT PATTERN 4 AS NECESSARY 1 STONE THRESHOLD SET ON BED OF MORTAR STONE (RE: LANDSCAPE) A3/4" STONE TILES SET ON MORTAR BED . RA^' HL CONT. WATERPROOFING 1 1/2" TOPPING SLAB WRAPPED UNDER THRESHOLD 1 4" " 13I4" & TURNED VERTICAL 0 JAMBS ______�----- --------- ---,�� ---_--------- --- -__- - --- -- _ ____ ----------------------- f TO CREATE END DAMS (TYP.) ------------------- --_-- - - ------ - ------- ------ -- -- ----- ----------------------- (RE: WATERPROOFING DETAIL E511) l` FINISH FLOOR SEE CIVIL FOR GRADE ELEVATION REFERENCES, TYP. MATCH TO WINDOW SIZE 3�4" k , TYP- MAIN LEVEL = 0'-0" 4 RE: LANDSCAPE NC SLAB W T.O_ PLYWOOD SU3FLOOR 2 X 6 ROUGH SAWN 7dcG i � ' ' I I 4 ""V—GROOVE CEDAR Li } I I I I 1 1 I I 1 1 I r �T1 l I I I 1 ❑ SLAB ON GRAG£ (RI STRUCT.) w 2 X 6 ROUGH SAWN T&G CEDAR Q )�T�YY�TMR�ES�HO�L W RAIL W/ �4" CHAFI=ERED ENDS 0 zY z 3 3 4" W o GRID a 1 Oy2" z 0 LARGER SQ. MTL NAIL HEADS ® 10 1/2" NET EXPOSURE (TYP.) 5 " CORNERS TO CONCEAL Not LAG SCREW ATTACHMEN SIDING WALL FASCIA & SIDING DETAIL TYP . � DECORATIVE BLACK MTL SQ. NAIL HEADS SEALANT & BACKER ROD co ONE AT EACH PLANK (DO NOT PENETRATE BACK SIDE) A 1x6 VERTICAL SIDING 2x6 WOOD TRIM 2x VERTICAL SIDING BAY'S WHERE SHOWN WOOD SILL OVER WOOD SIDING (RE: EXT. ELEV.) ov�x�tltlDEVEIDI a (RE: 1/A753) MTL FLASHING VAIL RESORTS NOTE: OMIT JAMB CASING WHERE WEATHER-RESISTANT WOOD SHAKES 1y" SHUTTER OCCURS MTL GASKET BARRIER WEATHER-RESISTANT DEVELOPMENT SHEET MEMBRANE WATERPROOFING BARRIER COMPANY EXTEND & WRAPPED UNDER WINDOW SILL DRIP EDGE AVONCOLORADO ARC3dY1'CiCf of RECORD 5/8" PLYWOOD SHEATHING FIXED SHU 1 TER UPPER LEVEL EL = +10'-4" — _ — WRAP WEATHER-RESISTANT 1 t/2" = t°-o" A-DT-s7.drrp T.O. PLYWOOD SUBFt OpR BARRIER UNDER WINDOW J SEE WAIL TYPES SHEET 3/4" STUCCO SYSTEM Uerner.Colorab SEE WALL TYPES SHEET SEE WALL TYPE SHEET MASnsgPLANNU 1x &OOD EXTENSION WINDOW DMGNARCHUEff BLOCKING (RE: EXT. ELEV.) HART�HOWERTaN SEALANT & BACKER ROD xaR »yogic CONT. WEATHER-RESISTANT 1 x4 WOOD TRIM 2xf WOOD TRIM %�O�BARRI ER @S_T� WD0D SIDING TRANS1TM2 N MOMIDE&NEWBU BNGII+ikMINIC AVON.00LORADO 3" HIGH DENSITY SPRAY 7 rnr>rcnL R,Au,,,.kmacnneeR 11,4-B ENGIK$W lP1gC RIDGE BEAM (RE: STRUCT. FOAM R--7/1N. � 3/4" �BR� 1x6 T&G FINISHED DOUBLE 2X4 FURRED nvdN,cosoRA>aa WALL FOR PLUMBING _ _ 1 x WOOD TRIM WOOD SHAKES niPtsys clym cn�,n�c. FROM BELOW �`— "�— PIPES PROTECTION T vAEGDflMWno 3/4" STUCCO SYSTEM I _ FLEXIBLE FLASHING W/ 12" I io OVERLAP I WRAP WEATHER-RESISTANT � SHEET MEMBRANE c� A WATERPROOFING � =� AA PROJ$crNVMBER zogoo.�r T T BARRIER UNDER WINDOW (TYP.) 3" THICK WINDOW SILL ABDVE ENTRY RDOF dw VN1T A STONE VENEER STONE SILL T.O.C. gNp�f FENCE WHERE OCCURS \ 15�5UE REVISION DATE A DT s. e I (RE: STRUT.) SEE DETAIL 3 & 4/A536 \ �: 06 CONST DOC STONE VENEER alvcSY�MM . 6 " WEEP HOLES ® 12" O.C. l \\ 1y2 GRADE VARIES (RE: CIVIL) (l Z FOR PERMIT 08.13.04 � 2" SOLID GROUT I _ PLYWOOD SHEATHING WATERPROOFING SYTEM \ ABLDG.2/CONST. 09.02.04 \ 1 \ ® 9.24.04 A (SEE DETAILS D&F/ A511) BLDG.3/CONST. 0 l \ I GALV. STL SUPPORT ANGLE f I J \ 09 BLDG 4/CONST. 10.11.04 STUCCO SYSTEM 3/4" EXPANSION ANCHOR 18 BLDG.5/CONST. 10.25.04 • y l EXTEND MEMBRANE (RE: STRUCT.) A vv? OVER � I A6A/7A/8A/ A10A/11 CAST—IN—PLACE CONC. 3YGATT INSULATION 2 WALL (RE: STRUCT.) FINAL CONST 01.0 3.os FLASHING EL VARIES " n PLAN REVIEW - — I 5 1/2 R--38 HIGH CORRECTIONS 044 X17.05 UPPER L = +i0' -4„ I INTERIOR FLOOR FINISH �. _ TOP PLATE DENSITY SPRAY K K RE: ID DRAWINGS IN SH FL R 2x WOOD FASCIA T.O. PL DD SUBFLOOR I ( ) I POLYURETHANE t6 ADDENDUM 5 05.16.05 (RE: 3/A531 FOAM 1 BATT INSULATION SEE CIN L ffOR GRADE FOR PATTERN) AT N REFERENCES, TYP. BEAM (RE: STRUCT.) � I WEATHER-RESISTANT - 11.4 L £L 6" 0 COPPER GUTTER 4" R-13 BAIT BARRIER .O. PLYWOOD SU FLOOR INSULATION APPLIED PLANE OF ROOF BELOW THE FOAM HELD- CT. � _ 1" ® LOW � - USING IN CE FLOOR JOIST (RE: STRUCT.) POINT PINS r . .. •..._ . . _-:44:44_-.:-:. _.:_ -:.'_'_ 41 IN#r — — - / " PAP£ GLASS MATT LA FACED GYP. 5/$" GLASS MATT FACED I ROUND CORNER (R = 1/2") - 4 SHEATHING FRAME WALL OR GYP. SHEATHING A 1x6 T&G FINISHED (RE SSTRUCT.) DETAILS 1 1/2" LIGHT WEIGHT d _ — _ FROM BELOW 1 RESIDENCES 1 3/4" STUCCO SYSTEM ON CONC. TOPPING ,. I I WEATHER--RESISTANT BARRIER WOOD FRAMING 1x WOOD TRIM �11�, ✓I 2x VERTICAL SIDING FLOOR JOIST (RE: STRUCT.) 1x10 WOOD TRIM SEALANT & BACKER ROD TERMINATE RIGID INSULATION & DRAINAGE - 2'-0" TYP. 3 SIM. MAT AT BOTTOM OF STL ANGLE WATERPROOFING SYTEM SHALL CONT PLAN A712 WRAP WEATHER-RESISTANT (RE: WATERPROOFING DETAILS) SEE R001= BARRIER OVER DOOR STRUCT. FRAME A531 C6 ENTRY HEAD UNIT A UTILITY RD OIVI WALL UNIT A A-OT-23.dwg SAVE DETAIL TYP • A_Dr-15_dw — Y-15" ® TOP OF PIER BELOW CAPSTONE vil s © 2004 42140 ARCHITECTURE, INC. GUTTER DOWNSPOUT CONCEALED RAIN GUTTER IvQ�- ' ' COLLECTOR & DOWNSPOUT �,`�, 099 G.L BEAM BELOW ' ' I r (RE: STRUCT.) I BATTERED STONE VENEER 3" E. RAID �►�- - I 1.5' SLOPE ,SOH vI ' PIER 3" BATTERED STONE VENEER 2" MORTAR SET PASTS `jam ,tVV 2' SLOPE Ld 2" MORTAR SET ' WEATHER-RESISTANT BARRIER (RE: W.P. DETAILS) 1/2" PLYWOOD SHEATHING LLJ 1/2" PLYWOOD SHEATHING WOOD FRAMING (RE: STRUCT.) k , COLUMN (RE: STUCT.) k DASHED LINES OF r i - � BEAM BELOW r t (RE: STRUCT.) I COLUMNS (RE: STUCT.) k - k - f k k 0 10x10 WOOD POST � I � � 1� 1 1 EDGE OF DECK BELOW f i3 � GUTTER DOWNSPOUT � I ' COPPER GUTTER BELOW ' = k [0 0 I i V COPPER RAIN GUTTER I � 1/2" HEMMED EDGE ' o 1 10x10 WOOD POST z GRID 1 COPPER CLEAT EDGE OF DECK BELOW / STONE" PILLAR C OUTDOOR DECK) 2x WOOD SIDING A•-6A/7A/,9A/9A/10A/1] 6 STONE PILLAR ��0H i}IOUTTDOOR DECK 3 1 1/2 = 1'-0 (0 HIGH PIER CONDITION A—DT—ta.dwg } COPPER ROOFING ) z STONE CAP Q EE WALL TYPES SHEET GRID � � SH�ET' MEMBRANE WATERPROOFING � � a 5/8" PLYWOOD SHEATHING NTERIOR FLOOR FINISH RE: ID DRAWINGS) I RANDOM SAND STONE IY4„ �4„T.Yp ® ® 12 1/2- - 3/4" SETTING BED A ONC. TOPPING SLIDING DOOR SYSTEM 6 (RE: MANUFACTURE) 1 X" CONC. TOPPING Q �+ " " MAIN LEVEL = 0'-0" SLAB 1 D X 10 WOOD POST -°1p � E - - -� - -- - INTERIOR FLOOR FINISH WATERPROOFING MEMBRANE T.O. PLYWOOD SUBFLOOR (RE: IQ DRAWINGS) (RE: B/A512) FINISH FLOOR 1x6 WOOD TRIM _ c� SEE CIVIL FOR GRADE �� - -- ELEVATION REFERENCES, TYP. " _ W©. BALUSTER DESIGN VAIL RESORTS F-. z f - _ ., - MAIN LEVEL = 0'-0" VARIES 1 x10 WOOD TRIM E: 5.6.7/A522) DEVELOPMENT WRAP WATERPROOFING `4 `` F 4F.r• F L F 5 4 4 T.O. PLYWOOD SUBFLOOR ! 1y" 1/V2>. (R 7. . F F COMPANY OVER SUBFASCIA LET RAILS INTO POSTS r� I 1�2 2" TOP ac L3TTM. AVON,COLORADO BA INSULATI N z ARCHM-Cr OF RECORD O E: STRUCT.) 3/4" PL OOD 2% SLOPE RANDOM SAND STONE " GH DENNSIT( SPRAY TAPPERED FURRING STRIPS ° 3/4" SETTING BED POt�yu ANE O 4" R--13 BAIT NS T10N APPLIED � ! CONC. TOPPING venrrer,colydo 1 x WOOD TRIM BELOW THE FO AA H LD IN PLACE DECK J01 (RE: STRUCT.) WATERPROOFING MEMBRANE SEALANT & BACKER ROD USING ICK PIS =LOOR JOIST (R£: STRUCT.) (R£: W.P. DETAILS) MASTHRpiANNHt BATT INSULATION 3/4" PLYWOOD 2% SLOPE DMGNARCHnmcr 5/8' SEE WALL TYPES SHEET 1 xfi T&G =� HART HOWERTON 3x8 WO D TRIM 3/4" STUCCO SYSTEM MAIN LEVEL W 0'-04 ifO ''" °�° 1 x W00 EXTENSION x % SLOE - T.O. PLYWOOD SU61 L00 _ STlUC,URaENGU4EM _ MONROR&NfiVMAKGZ sEB r%M AVOKC01DRADO $ BAY WINDOW HEAD OUTDOOR DECK C SLIDING DR 2x WOOD TRIM 3/44 . r '� M-S�NECrRICLE r ° -F bdf3Gi3A.N7Cl,I.�S�CTRICAL E4dGII�F�R AVON,COLORADO GRID 6" COPPER HEAT 7RAG AUHNE IWc� ,TNC. GRID TAPPERED FURRING STRIPS WRAP WEATHER-RESISTANT TIMBER BEAM (RE: STRUCT.) PROJECT NUMBBR: 20900.00 BARRIER UNDER WINDOW (TYP.) x� 1 DECK JOIST (RE: STRUCT.) SEALANT & BACKER ROD SEALANT & BACKER ROD ISSUE REVISION DATE WD. SILL WD. SILL 1 x6 T&G FLEXIBLE FLASHING WRAPPED (RE: 1/A753, SIM.) (RE: 'I/A753) FLEXIBLE FLASHING WRAPPED A UNDER WINDOW & TURNED UNDER WINDOW & TURNED 06 CoNSTDOC VERTICAL 0 JAMBS TO CREATE r VERTICAL 0 JAMBS TO CREATE 2x8 TIMBER TO ACCEPT A ( FOR PERMIT` 08.13.04 '� END DAMS (TYP.) COPPER DOWNSPOUT, SIDE BRACKET) END DAMS (TYP.) t T. .C. 1 RE: ELEVATIONS 1 ' (RE: STRUC. U ! ORNAMENTAL TIMBER L°�BLDG.2/CONEY. 09.02.04 3" THICK STONE SILL 4 ( ) BRACKET BEYOND ®gam,3/CONST. 09.24.04 � (WHERE OCCURS) SEE 4/A532 FOR STONE " AIRSPACE 3" THICK STONE SILL STONE PIER QBLDG.4/CONEY. 10.11.04 BEYOND 10 BLDG.5/CONST. 10.25.04 VENEER SYSTEM 1�~ Q SEE WALL TYPES SHEETS 1y2" GRADE LEVEL (RE: CIVIL) 2 6" 1 2X FURRED rUD WALL GALV. 5TL SUPPORT ANGLE WEEP HOLES 0 12" D.C. (TYP.) . 4 w/ cw6 RE. DTL. B/A511 _ . 6A/7A/8A/9A/10A/11 - 3/4" EXPANSION ANCHOR WRAP WEATHER--RESISTANT � DECK-aGUARDRAIL A_Dr-ate. FINALCGIIVST 01.03.05 C BARRIER UNDER WINDOW (TYP.) / a� (RE: STRUCT.) _ 16 ADDENDUM 5 05.1b.OS TERMINATE RIGID INSULATION STONE VENEER 4" GATT INSULATION, & DRAINAGE MAT AT BOTTOM 3/4" STUCCO SYSTEM SEE WALL TYPES SHEET I 4_ OF STL ANGLE WATERPROOFING STONE VENEER ANCHORING SYTEM SHALL CONT SYSTEM DRIP SCREED INTERIOR FLOOR FINISH (RE: WATERPROOFING DETAILS) RANDOM SAND STONE (RE: ID DRAWINGS) 2" SOLID GROUT 1 1/2" Q INTERIOR FLOOR FINISH 3/4" SETTING BED CONC. TOPPING FINISH FLOOR - -` </ 4 (RE: ID DRAWINGS) 1 1/3-. BHT' WEIGHT - - 1 1/2" CONC. GRADE LEVEL (RE: CIVIL) MAIN LEVEL = O PING _ . ; SEE CIVIL FOR GRADE TOPPING SLAB T.O. PLYWOOD SUBFLOOR t '` •t. - - - SEE DTI,. Q&F/A511 ELEVATION REFERENCES, T'1(P. � - - :. -_.;._ _..__ _. •-.:.._..._:;.;. �..-;_.::-_- . :. •..• F _ _. FOR WATERPROOFING _.4 . , r. A, MAIN LEVEL = 0'-0'� Y ` { y s L 4` 4 =kF - `5 ,_ ' .a._ ;y.... F.._ — 4 GARAGE LEVEL -12'-0" T.O. PLYWOOD SUBFLOOR T.O. PLYWOOD SUBFLOOR WATERPROOFING MEMBRANE DETAILS I . (RE: W.P. DETAILS) ARESIDENCES 3/4" PLYWOOD 2% SLOPE TAPPERED FURRING STRIPS FLOOR JOIST (RE: STRUCT.) DECK JOIST (RE: STRUCT.) BATE INSULATION FLOOR JOIST J(RE: STRUCT.) FLOOR JOIST (RE: STRUCT.) 4 I WEATHER-RESISTANT BARRIER SEE W L TYPES SHEET $~ RE: WATERPROOFING DETAILS CAST--IN-PLACE CONC. WALL --� f I 1x6 T&G 3/4" STUCCO SYSTEM A532 �%��L�S TONE WA LL NORTH ELEV, PA ��L�S RTTON WALL SOUTH ELEV. OUTDOOR DECK A-DT-32 dwg 4)4/ " = 1 A-DT-29.dxg 1 1 1/2" = V-a" A-01-24.Owg (g) 2004 42140 ARCHITECTURE, INC. tiv CD10 GRID - r JOHN s IL SEALANT & BACKER ROD '<I • a 2x6 WOOD TRIM -y SEE DTLS. D&F/A511 OVER WD. SIDING FOR WATERPROOFING WOOD SILL 1/2� PLYWOOD SHEATHING (RE: 1/A753) MTL FLASHING WOOD SHAKES W 2x WOOD STUD RIPPED 3/4" STUCCO SYSTEM AT A 2' ANGLE SHEET MEMBRANE WATERPROOFING MAKE A" AT TOP WEATHER--RESISTANT BARRIER W/ 6" VERTICAL OVERLAP UNDER �4 SEALANT ® WRAP WEATHER-RESISTANT WEATHER-RESISTANT BARRIER o BARRIER UNDER WINDOW ® j,� 1.4 5/8" PLYWOOD SHEATHING �� SEE WALL TYPES SHEET �DOOR MEAD C ENTRY UNI T B A > 1 1/2" V-0" A-DT-37.dwg 3" THICK STONE SILL CONT. WEATHER-RESISTANT A 5/8" TYPE "X" GWB ON l WEEP HOLES 0 12" O.C. (TYP.) BARRIER 1 x STRIP FURRING ' � �1 0 �t 1�w FLEXIBLE FLASHING UNDER STONE SILL INTERIOR FLOOR FINISH 0 CAST-IN--PLACE CONC. WALL WEATHER-RESISTANT BARRIER BEHIND (RE: tD DRAWINGS) (RE: STRUCT.) W A .mow 1 1 1/2" CONC. SEE 4/A532 FOR STONE WOOD SHAKES .y EXTERIOR FINISH TOPPING SLAB (RE: LANDSCAPE) �f� - . !r+■� k VENEER SYSTEM BAIT INSULATION !�■� SLAB-ON-GRADE SHEET MEMBRANE WATERPROOFING (RE: STRUCT.) FLOOR JOIST (RE: STRUCT.) 41 GRADE LEVEL_ (RE: CIVIL) RA ER (RE: STRUCT.) 5/8" PLYWOOD SHEATHING 0 FINISH FLOOR ENTRANCE 4 _ UPPER LEVEL = +10'-4" UPPER LEVEL = +1O'--4" II�■1 a SEE CIVIL FOR GRADE � I _. T.O. PLYWOOD SUBFLOOR T.O. PLYWOOD SUBFLOOR ELEVATION REFERENCES, TYP. Z_I MAIN LEVEL = 0'-0" T.O. PLYWOOD SUBFLOOR - - 1 A531 SIM. Alk T 0 B>=i4M o�rsRLvBVhr�r,�k - ♦ VAIL MORT5 I 1 1x6 T&G ON 5/8" N 5 8" 1 / RE: DETAIL 4/A533 — - GLASS MATT FACED GYP. 1 x6 T&G 0 / DEVELOPMENT FOR WALL_ & WATERPROOFING I GLASS MAT SHEATHING T• FACED GYP. REQUIREMENTS SHEATHING COAY AVON,COLORADO BEAM (RE: STRUCT.) �- (WRAP W/1 x WD. r Acr OF RECORD ® �-- TRIM-WHEN EXPOSED};�] SOFFIT ENTRANCE UNIT B f ,, `-" 1 112" = 1*-0" A-DT-34.dwg COLUM BEYOND m • ARCW'fEGTiJRE ARCH OPEN'G penver,Coforedo RE' EXT. OCCURS EV S} MASxft PLANNER. WRAP WATERPROOFING nxA&ncxe�ecr STONE ONE-PIECE (WIDTH) OVER SUBFASCIA HART I HOWERTON CONT. WATERPROOFING EAVE [? ENTRANCE UNIT B NMYOMMMYORK OVER CONC. WALL ® /z" � 1'-0" a-DT-35.awg nucnr�AL R4GR M CAST-IN-PLACE CONC. siMONRO1E &NRVm.Lm4Gft4P RJC � BEAM RE: STRUCT.) ® AVON.COLORADO �- T.O.C. WOOD SHAKES g � STONE (RE: LANDSCAPE) w " (RE: STRUC.) _ AVON.COLORADO SHEET MEMBRANE WATERPROOFING iy2" 2:-. Z" 1 " CONT. THROUGH WALL 5/8" PLYWOOD SHEATHING 'nvF�n+rsG,nvc MTL FLASHING 5 M2" (R-38) HIGH DENSITY VAH� COLORADO SLAB ON GRADE �w SPRAY PO!<YUREfHANE WRAP WATERPROOFING PARTIAL STONE WALL ® ENTRANCE UNIT A (RE: STRUCT.) FOAM '� �� � OVER SUBFASCIA t 1/2" = 1'--0" A-b7-43.dwg 2 cr SEE 4/A532 FOR TONE 4" (R--13) BAIT INSULATION 1 PROJECT NUMBER: 20900.00 VENEER SYSTEM APPLIED BELOW THE FOAM 5/8" GLASS MATT HELD IN PLACE FACED GYP. SHEATHING ISSUE REVISION DACE GRADE VARIES USING STICK PINS OVERHANG FINISH FLOOR ® ENTRANCE 1 (RE: CIVIL) (RE: ROOF PLAN) A531 06 CONSTDOC SEE CIVIL FOR GRADE I-SK PAPER ELEVATION REFERENCES, TYP. FOR PERMl'I' 08.13.04 MAIN LEVEL_ = 0'-O" -. _... �.�_ �.. � _ � �BLDG.2/CONST. 09.02.04 T.O. PLYWOOD SUBFLOOR ®BLDG 3/CONSI'. 09.24.04 STONE SILL BELOW d 1 t 09 BLDG 4/CONST 10.11.04 STONE VENEER LIMIT BELOW � 1 IO BLDCC.5/CCTNST. 10.25.04 1 I ' A6A/7A/8A/9A/IOA/11 x WOOD TRIM RE: WATERPROOFING _ _ _ FINAL CONST 01.03.05 - - DETAILS AND TUNNEL i 4 CONSTRUCTION PACKAGI~ �. „r.,. QFLAN REVIEW 2x8 WOOD TRIM I 1 I I >7 -- cORRECnONS 04.07.05 I �j ® 1$ ADDENDUM S 05.16.05 A VAPOR BARRIER FR M BE FINISHED - 1 0 l PROVIDE 3"0 DRAINAGE 2x VERTIC SIDI - WALL TYPE PIPES THROUGH WALL (RE: PLANS) I ` 0 24"o.c. WEATHER-RE S AN BARRIER 1/2" PLYWOOD SHEATHING ® WALL TYPE 30' h (RE: PLANS WEATHER--RESISTANT BARRIER P d v 3/4" STUCCO SYSTEM I I Q Q a a a a o� DETAILS RESIDENCES DECORATIVE 10x24 TIMBER TAIL_ RE: EXTERIOR ELEV.S WOOD TRIM ARCH OPEN'G UNIT S) PART�L�S MNE WALL O ENTRANCE UNIT B 1 1/ � A-DT-36.dwg GRID © 2004 42I40 ARCHITECTURE, INC. r--- --- -___--- --- ---.------- pt cota� VERTICAL TERMINATION CAP I (RE: MANUFACTURE) E. RAtiD I I GRID JOHNS r COPPER COLLAR ,� ` ! WOOD SHAKES { 20 I ( SHEET MEMBRANE WATERPROOFING „ Ey a I 4 I 3/4 STUCCO SYSTEM 5/8" PLYWOOD SHEATHING L._.._-----_._...__... ---..- ------ -J I CONT. SEALANT r------- ------- ---'-`„-'--- WEATHER-RESISTANT BARRIER I - I ON 1/2" PLYWOOD SHEATING 7� BATTERED 2x6 WOOD FRAMING w I I ® 7 ANGLE (RE: STRUCT.) U COPPER CHIMNEY =� I COPPER FLASHING W/ I o 1 I CAP ¢ I 6" VERTICAL EXTENSION a a _n __ I I ON TOP OF WATERPROOFING & BEHIND WEATHER-RESISTANT _ _ I � I �--���- -�- -v,, T^ I BARRIER (RE: W.P. DETAILS) r L- _-;._..___.--- _ r� _ wooD SHAKES v - H F I I SHEEP MEMBRANE WATERPROOFING I r.s I (RE: W.P. DETAILS) 2 2 O 5/8" PLYWOOD SHEATHING EL +8'-2" _ _ _ Q DRIP COPPER FLASHING N zr; i I i T.O. BEAM ,■� BLOCKING I 3� L--- -_--------__--------- -j � w � 3/4" STUCCO SYSTEM z WEATHER-RESIST BARRIER ON 1/2" TIMBERS IN FOREGROUND (RE: STRUCT.) w PLYWOOD SHEATtNG a EDGE OF STUCCO COLUMN ATTERED 2x5 WOOD FRAMING IN FOREGROUND I 27 ANGLE (RE: STRUCT.) 1 x6 T&G I 3 BEAM (RE: STRUCT.) 4" STUCCO SYSTEM I / WEATHER-RESISTANT BARRIER 3/4" STUCCO SYSTEM ON MINOR CHIMNEY CAP CHIMNEY BASE @ ROOF TYP . 1/2" PLYWOOD SHEATHING 1/2» PLYWOOD SHEATHING , / " '° $ ROUND CORNER (R = 1/2°) 1 1/7. = 1'-0' a--DT-aadw9 "� t 1 2 = i'-D A-nT--�s.a� o'cvN�/DBV�tor� 2x WOOD STUD RIPPED AT A 2' ANGLE VAIL RESORTS DEVELOPMENT DETAIL @ ENTRANCE UNIT A COMPANY 2 1 1/2" - V-0" A-DT-45.dwg AVON,COLORADO ARC,EMCT OFOC.OlAO cRiD Q r ,le A Q WALL TYPE w . (RE: PLANS) l �� Demrer,Colorado 2" x 4" T.S. (NOTE: WALL BATTERS BRACING (RE: STRUCT.) 0 SOME LOCATIONS- DES AR 7 o VERTICAL TERMINATION CAP SIM. RE: EXT. ELEVS.) \ / .0533 r----._..._.._._..- -_.--- ----- _...--- � ♦ / HART I HOWERTON I I STONE BENCH ATTACHED NETYCRK NTSWYORx \ / FROM 3 SIDES I --I- (RE: STRUCT.) SMUG OUALnqcngm I �' I } \ �--•- OPEN— �/� 1/4" BENT PLATE 1 T.O.C. NONR0 avoN oWsAno 'INC `\ Q I/ (RE: STRUCT.) + (RE: STRUC.) acHAN�cALaLEcrn�cAL>9acna�R COPPER C01_LAR I � 90 M-B BNGDWM%WC I a I \ 4x4 T.S. CHIMNEY CAP AVON.COLORADO I i FRAMING (RE: STRUCT.) 3 -1 �GOLO&ADO,n�c 4" -------------------� ` / �--_ L--------- ---- ----_...-� � r _ _ - � - \ / - - - - - 1 <�. # r- PROJECT NLf14IBER: 2090D.00 I `� ... - - ._ .--- ---- — 1 » I 1 ISSUE REVISION DATE, I , u COPPER CHIMNEY CAP ; GALV. STL. ANGLE Ob CONST DOC i _I I CAST-IN-PLACE CONC. 0) i 4x4 T.S. CAP 1 1 1 WALL (RE: STRUCT.) _I FOR PERMIT 08.13.04 I COPPER BULLNOSE Q �, POSTS (RE: STRUCT.) I o�BIDG.2/CONST. 09.0204 STONE (RE: LANDSCAPE) I I 1 1 ®BLDG 3/CONST. 0924.04 I 1 1 B O I DRIP -----�---- RL� RU GRADE FINISH FLOOR 0 ENTRANCE 09 BLDG.4/C01�ST. 10.11.04 ( STRUCT.) mv I -3/4" I GALV. CHANNEL -- ! X11 SEE CIVIL FOR GRADE 10 BLDG.5/CONST. 10.25.04 L---------- -J � '� � ELEVATION REFERENCES. TYP. — 1 _ 1 1 A6A/7A/SA/9A/l0A/11 - _._ I o Q _ - -A � - - _ �► MAIN LEVEL - 0'-0" Q I CONT. SEALANT # 1 <f [ </ ` +� T.O. PLYWOOD SUBFLOOR FINAL CONST 01.03.05 IL <� 16 ADDENDUM 5 05.16.05 I COPPER FLASHING I = 1 1 I � k--20MIN --- `�, I # � 1 r I C I TO COMB. L_- ------.._._- - --J FRAMING 1 � DRIP - I # 1 <1 1 _ F--- ----------------- 1/2" PLYWOOD SHEATHING — I } I BLOCKING DETAILS I r g I VENT PIPE 3/4" STUCCO SYSTEM # 1 RESIDENCES COPPER FLASHING I I ( 3 1`-104,. 1`-10y4" _" ON 1/2" PLYWOOD TSHE�i4TlNG I 4 i t-- - --------------J rk BATTERED 2x6 WOOD FRAMING 0 2 ANGLE (RE: STRUCT.) A534 3 MAJOR CHIMNEY CAP PARTIAL STONE BALL @ ENTRANCE UNIT A -- 1 `' 0 � ® 2004 42140 ARCHITECTURE, INC. WOOD SHAKES 0 � WOOD SHAKES SHEET MEMWD �PROOFING , CONTINUOUS 2x2 LEDGER d SEE WALL TYPES SHEET SHEATHING , CO(��90 LE:pGER TO SECURE 5* E X GYP. BOARD lx WOOD FRAME 5 X R-38 GYPSUM BOARD PER 4 — E. RANDAL HIGH DENSITY SPRAY IBC 705.8-EXCEPTION 4.3 5/8„ PL D SHEATHING JOAN N POLYURETHANE FOAM tam . 1 5/8” TYPE "X" GWB 4 via " R-13 BAIT INSULATION APPLIED , 1 _ _ _ G�••r , �4 BELOW THE FOAM HELD IN PLACE qX`, USING STICK PINS -- 4,. HEAD WOOD TRIM - 1 ABOVE 1 1 ' 1 1 s 40 1 1 INSU[ATIO_2 PLIED DENSITY BSP AY INTERIOR WALL JAMB V 1 OVE FOAM POLYURETHANE , 4 1 1/2" = 1'--0" A—OT-ss.dwg {.y ' I 1 HWIN PLACE FOAM 4%# Z USING STICK , tr'! O PINS A r' SLIDING DOOR SYSTEM # 2' CONT. SEALANT & BACKER ROD ~ 4 2x� T&G ROOFYITHIN 4' OF SEPARATION WALL (RE: MANUFACTURES / p VERTICAL SIDING � `� 0 FRAME WALL OR ' 1'--0" A-nT-sB.dw9 INTERIOR FLOOR FINISH CONT. W.P. WRAPPED UNDER TRACK tv TRUSS LEG . (RE: ID DRAWINGS) DAMS TURNED VERT. AT .IAMBS TO CREATE END W r0 7 GWB FIRE PROTECTION ( ) Q Alp . 38 4'--0" MIN_ . CONC. SLAB W INTEGRAL COLOR V PROTECTED ROOF & OVERHANG PROJECTION • / 1 0 1 1/2" _ 1'-0" 5/8" PA � _ .. � .., -No �. � �. � ....�.. � ...,..�� _ N (RE. STRUCT.) ' "`Dr���'g . SHF.ATHIN I = �` GARAGE LEVEL = --12'-0" !� r- . . _. T.O. PLYWOOD SUBFLOOR W 7/A535 le FRAMING AS OCCURS • 41 W EXTENSION OF , I � SEPARATION WALL (1 HR.) 5/8" TYPE '>**I B I I jj i11 i I- o 1 1 A,;*AHAKES - � f fff flf Iff fff fff� SHEET MEMBRANE WATERPROOFING � w. BAIT INSULATION • CRAWL SPACE 5/8" PLYWOOD SHEATHING W OR @ 'SEPARATION ON WALL FLOOR JOIST (RE: STRUCT.) - - 2 x 2 LEDGER TO SECURE 5/8" TYPE "X" GWB 7/ GYPSUM BOARD PER 1 1/2" = 1'-0" A-DT Si-dwy ♦ — CAST-IN-PLACE CONC. WITHIN 4 OF IBC 705.6–EXCEPTION 4.3 WALL (RE: STRUCT.) f f f f 0VNCRJDEVMoLM AIL--- SEPARATION WALL A, , 5 X " R--38 HIGH 5/8" TYPE "x' GWB GRID RE:- W.P. DETAILS VAM RESORTS DENSITY SPRAY , POLYURETHANE DEVELOPMENT SLIDING DOOR THRESHOLD GRADE COMPANY 4" R-13 BAIT FOAM 40 , T N _` SEE WALL TYPES SHEET A531 1 BATT INSULA 10 SEPARATION WALL SLIDING 1 1/2" = V-0" A-DT�6.dwy AVON,COLORADO 4%p SEPARATION APPLIED "" ""^ ""� � '�"`s CONT. MINERAL WOOL 0 F� GRID ARCk rf=OFRBaORD BELOW THE FOAM 1 APPROVED AS FIRE BLOCKING INTERIOR FLOOR FINISH HELD IN PLACE TO FILL AIR SPACE USING STICK (RE: ID DRAWINGS) a 1 I i Piles 1 I _ ENG. TRUSS 1 x6 T&G FINISHED I dk El. = VARIES Colorado FROM BELOW 1 2x VERTICAL SIDING T.O. PLYWOOD SUBFLOOR WASMPIANN R �- , -. . # I 3/4" STUCCO SYSTEM I DESIMARCHMECr RIP CUT 5/8" RAFTER TAIL WHERE I IS REQUIRED IN ORDER TO 1/2" PLYWOOD SHEATHING HARTS HOWERTON GYP. I , 1 NM YOM NHW YORUc MAINTAIN FLUSH SOFFIT CONDITION I rRLSCLUA[ALBNGDQ= 1 x1 S D WOOD TRIM uOuMZ&NMnMLENCvR4 W1NC GRID AVON,COLORADO SEE ROOF PION ` "" "" "" �"'"'— �` �' � � 1 1/2" LIGHT WEIGHT evoLV,coL,oaADo PROTECTED ROOF & OVERHANG PROJECTION ' CONC. TOPPING FLOOR JOIST (Rh: STRUCT.) vaEKG LNG 1 1/2" = V-O" A-DT-67.dw® A BAIT INSULATION . SEPARATION WALL CONT. MINERAL WOOL APPROVED AS FIRE BLOCKING SEE WALL TYPES SHEET PROJECTNU11rIBER: 2090Q0(} " CONT. MINERAL WOOL TO FILL 4 FROM ALL BLOCKING APPROVED FIRE BLOCKING ISSUB R>f?VISZON DATE TO FILL AIR SPACE 5/8 TYPE 'X' GWB 06 CONST DO_C WHERE OCCURS WITHIN FLOOR @ SEPARATION WALL 4' OF AREA SEPARATION � 1 1/2" = 1'—D" A-DT—ss.dwg � J FOR PIt3RMIT 08-13-04 WOOD SHAKES WALL SHEET MEM WATERPROOFING RIDGE CAP DEMISING WALL E 0 N A BLDG.2/CONSr. 09.02.04 T INATI WOOD SHAKES 1 1/2" T 1'--0" A-0T-50.dwg BLDG.3/CONST. 09.24.04 5/8" PLYW ODN4WHING GRID 09 BIG 4/CONST. 10.11.04 SHEET MEMBRANE 2 X 2 LEDGER TO SEC% WATERPROOFING A 10 BLDG 5/CONST. 10.25.04 GYPSUM BOARD PER I EDGE OF AW7A/8A/9A/10A/11 !BC 705.6-EXCEPTION 4.3 -- ., 5/8" PLYWOOD I � TERRACE A SHEATHINFROST E BIB FINAL CONST 01.03.05 5/8" TYPE "X" GWB A 5 1/2" R-38 HIGH a"CO xEM T.O. RIDGE (RE: MECH) I � I L� CORRECTIONS 04.07.05 DENSITY SPRAY RE: ELEV. 1 1/2" RIGID D 15 POLYURETHANE INSULATION BOAR" , 10X10 ADDENDUM 5 0516.05 A531 , FOAM (R-7 PER 1 ) � NEWEL POST I F E DECK BEAM I , 4" R-13 BATT (WHERE OCCURS) 1 - INSULATION APPLIED GRID BELOW THE FOAM HELD IN PLACE 1 Ii USING STICK I 1 x6 T&( , PINS � FSK PAP ER 1 - 2x VERTICAL SIDING FRAME WALL. OR TUBE STEEL I 1 RIP CUT 5/8" RAFTER TAIL WHERE TRUSS LEG 4" R--13 BATT 0 B UNIT GYP. IS REQUIRED IN ORDER TO INSULATION APPLIED ) MAINTAIN FLUSH SOFFIT CONDITION _ {RE: �TRUCT. BELOW THE FOAM DETAILS HELD IN PLACE I RESIDENCES � ����� USING STICK `- SEE WALL TYPES PINS SHEET A611 5 Yz" R-38 HIGH SEE ROOF PLAN DENSITY SPRAY POLYURETHANE 4# FOAM A535 sy4" �8 T�C UD AVE PROJECTION -- DETAIL RIDGE(5 �DEMAIL TYP .1 1/�" = A DT-BS.dwg A,-DT-60.dwg