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Home My WebLink AboutWest Day Subdivision Lot 3 Building 6 (5) © 2004 4240 ARCHITECTURE, INC. OF Cold RESIDENTIAL — BLDG 8 Type: R-3 T onc Occupy yp GORE CREEK �� E. RA,NDAL JOHNS .N ow nn i RESIDENTIAL — BLDG 7 / Occuponcy Type: R-3 — _ ® BUILDING 8 \ UJI 1=4 ed \ \ RESIDENTIAL — BLDG 6 Occupancy Type: R-3 / ® ' -7 ,O \ 00 ^ V RESIDENTIAL — BLDG 5 ' � 9r ' / W 0 \ / \\ 0 � W Occupancy Type: R-3 10/ _ \ 7 zBUILDING 7 \ oho \ \ NIT �o BUILDING 6 X11 7y �1 \ / \ / OWNEWDEVHIAPRR UNIT 6 VAIL RESORTS �N� / DEVELOPMENT fop No % 000 \ \ / COMPANY AVON, COLORADO i ARCHrrECf OPRECDRD --i NIT BUILDING BUILDING 5 \ � / ARIffECIIINE DeR , cwowAo UNIT i DfMGNAECHnECT \ $ O\ HART HOWERTON G \ \ \ NEW YORK NEW YORK 917RUMBLALENGROM HONRO L L W SNC AVON,COLORADO \ / ` HRCHANI -R N m INMS . RNGII.ffi� / AVON. COLORADO C\ ALPINR RNGRaWJW4G DlC. VAR,COLORADO PROJECT NUMBER: 20900.00 O \ / ISSUE REVISION DATE 04 CONST DOC j \ \ / FOR PERMIT 07.23.04 05/06 CONST DOC 08.13.04 / 07 BIDG. 2/CONST. 09.02.04 FIRE SEPARATION RATINGS 08 BLDG. 3/CONST. 0924.04 / 1 —HR FIRE RATED WALL 09 BLDG, 4 CONST. 10.11.04 2—HR FIRE RATED WALL 10 BLDG. 5/CONST. 10.25.04 3—HR FIRE RATED WALL ` i i i i i i FIlQALCONST 01.03.05 I 6A/7A/M/9A/IWI I 1 FINAL CONST 01. 16 ADDENDUM 5 05.16.05 d -Sa" x y Mw ' KIP EXISTING =s � � 3 z1v MARRIOTT � CODE s # x £ O� r PARKINGA - a , STRUCTUREkyr REFERENCE j ��` � , PLAN _ . w . / —8 BUILDINGS 5 F.: ,y> .. ..? UPPER LEVEL CODE REFERENCE PLAN SC 1 UPPER 1 LEVEL - BUILDINGS 5 -- 8 = �r: - Rl 06 N I �� ® / 00000/ ' © 2004 42140 ARCHITECTURE, INC. F Cp :ERLl 11 ' N ,i J 1 / i . f C-'.� A o tom• A tOt\ RESIDENTIAL - BLDG 4** ' ' O r^ 1� // Occupancy Type: R-3 � ' / \� 7 V) , / w . � ' / V H zRESIDENTIAL - BLDG 3** Q Occupancy Type: R-3 / i / A�00 W a F`P •• >4 ' ' F�1 vo A`- O L ro 7� ® [[ '''' Soo �p W � y va I �vN6 N O% � �- RESIDENTIAL - BLDG 2** / 5/ 1 , \ O w Q "'00 Occupancy Type: R-3 �O \ O W W "�%I °;o P4 x A� V z I RESIDENTIAL - BLDG 1 ** ' ' 6 '� <2 W O Occupancy Type: R-3 � l7 F FBI� � % �Ar \ 1 ;4 04 I sG \ / ---rte '� 4 7 >5 >5 ROvq \ OWNER/DEVELOPER OPER I a'-Ib" I F a i VAIL RESORTS N - , ' o _ DEVELOPMENT I 1. � ; \ 0 0 \ COMPANY ❑ I �� AVON, COLORADO 1 �i � p , '\ `\/ vclffrecrorascoRn ,- O F % / // I Q" // p r i . s` 2 // I �/ // z EXISTING I r _ _ - - ` ry MARRIOT mmmP . 04M I - 1 / � r PARKING DffiIGN AAQBlHCf f4 ! { { ' 1 / // ® STRUCTURES ° °N I Q t 1 / s" S y�hr // -, .oo�\ - -, . t FX / r �,._ <i s - '° Ak / / - / ' .t; t - '-' MOdJRO8a N8WBlL�BNGHrIDffiS.ATC s ^x - ^ / ' AVON,COI.ORADO 1 , / / x g. _ MH(''HANI 8 INHFAS>> J I v - 1 -__-- // ' ,, AVON.COI.OBAW wo ,n*> _ '•€ ,� // CIVIL HIiG8i88H r // ALPHIH ffidGIId�RBVG,ING EXISTING ® // w °��°' "°° /i 3 ANTLERS // / tVy f � � // e � I bA3 # e: a I ' ti { X3 P J NUMBER 20900.00 llll v _ _� RO ECT 1.�r :. . r 1. 4: ' �.:: u. '_...: x . :, .. . - , x _ �F u -macs v: - 1, e: ISSUE REVISION DATE All a .. . -� °-' Y „ ,-4_ f ° .°i - .'�Sry _c`sii y `+. .a. .._' `, =T. " l. _li:4ri4i•- . :.--, < -.:: :v: --_pr. - - - r' •3K'_, "A 4 .:=: •r : ._ � - Y -_ , . > - . .:aa: s, -:M. a . - h• _ d+ 3� -. ..- : .. ., �'� .- - ..:1 - s ,}' .,... ..,:,.,,yy _,<x. - . -s_4s YY-�.:. - !i' - } % ^.t A, d }t y` _ .-.. .,- �- �� s ,t -. - :.. - y _ Lam:.- �. ,. _ e.., =z - F e {�.- . . - . - - - - F. . . -. . - nc� :, . . T -_`-4 s:. . t.,.... _:::-: ,_.,� _ �.,_. -. - . . .. 5>. . S a. ,,�.>.< S, :. ....: six. r. . _ x[ - + rY - _i .- - :- _ - ._- ._. _-._.a - - -.,. . -. -`s- Via . .r' f- . ---k-.. _.. , _ r_x a . ._ _ 04 CONST DOC . - . ,.. e-: - _ "_:- .. - . _-. . _.. a-: » -.e S-. - . .,. - ,- ,_. . .. v. _ 'rv., .. 3. v_. . . .< ,.-. £•.'bC - 4sr .i �� Y �-.( +,H - I :: ,_ . ._..rc:. -. - ,- v ,! . .. -. . . 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C- . _ - .:z. .,.,.-� 3 sLS a A,. a...F . .ya $ yY �a -_t � � �� f. . 1 _ ._. - _ . _ _ a : , 1 ,._ �- , ,.� _� `'�i,t :, � �:r�>r =v �:Y 08.13:04 _: _.. a._ - - -. - 3 r-. OS CONSTDOC _. - Y x, k" �r - I +-- > v !. 3 Ya. A, _. _:.. . - , �, . d,f,... _x .. . '49f '.. . :. z_e.r'l :.:r.•- . .":.'. F' ;:.v.,-:,:: . _ -_ . . at , •.: r;.-- - ,-i:: _A-. �. .. 'a - m: -- _ - ..b�t"v „e....- ,t _ _ > , _ .. . _,--,. 1 s"_ 3'k _ °'z . . „s,. s ._�,a.: �•r.. .r - T'C.: :,[. :.ii`. _ # - ' 'n _ as�4 t _ - a �,"_ u 0204 _ iag ., : _ 07 BLDG. 2/CONST 09. . . -.'x.. ,..:: _ .F�taN=�. . s�»..e .-, ♦. . . 2 r..; - S _ { . '-,�:-a 5. hs. :..-, .�:3'� Z� eR'_ \ S y : ..r ... !_.. .. . c _ . .. .. .. . . . ... .- . . . n - _ . 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BLDG. 3 CONST. 0924.04 11_:m- _ ; :-- - =ate:?? .y -_ -,._ _,. _: -;w - -.,✓- .., `. -::::_ _.i' . - ,.s-. . {'mar .b ;,»fir. sue_ . .: - '- . - - _ _. +i_ ._a•^3ir x . . ..gy - . t-.. - I I I I a+>: •- �:: , : „ - WALL - ,,15, - ' ,' :.. __;._ .- ,. .,, ., a: s 1 HR FIRE RATED "'.::Z] - _ t- cF s ,. .._.. q..-:{ - R s. .S .a a. _ R` . . , . . :,T, .-a _$. s nY' . _ . ; i. _ _ s.: .: ,, , - r ,� ,<_ t, 09 BLDG. 4/CONST. 10.11.04 l.-. .. .. ..,.,,.. . ,.- c . - ,. , Fes: _ a.t , 4 ,. :'Y .,I:: -� n r - ., a .. w �yy' ,.y -.p1- °< .. �: F>. y s 4lF R. - - �ax- 1 }F Y : - ..v:c,- 1 - I I - I I - + <R ,...v _ i- 4; _ , <,-> - WALL � • w;- 2 HR FIRE RATED > z , . a x $ r._-a_. K - : EXISTING / N:,. .. s:: - -: , , `. 10 BLDG. SICONST. 10.25.04 > ., , •- . _ y � � 3-HR FIRE RATED WALL I I I �� I I I I I I I = , t - a Y MAR R OTT .. ::> p Ru� :__ .5 - . r,: 01.03.05 . ,. _ _ _ . _ . � _ .- : -. - . - a r- _ .., s : - - f _ -> - FINAL CONST _ . .. _ , 6A 7A SA 9A ]OA 11 L . b ya . ._ : . .. _ . - - s _ � I r� . , .., ._ . a .. n .. r . . -Y -s . , ,X.4 . _ - -. _ -< , ..:t _e .:.. - .. .. ._ _ >. _ . . . T ... _ .,a. . . ._ > 3o- -._. .. -p . -- _. n , . x ,-s .,_... . - r. rS r .. _ s _ _ . _ _ xF t- _. : . . , ,. . . x - . . , .. -". . . -. . . r- . _ . _ .. . . . . _ . _. . . - ..� ,, . ,rte ' ' _ A._ . .. CO 01.03.05 :-.. . „ _ y k _, .l - _ _. - FINAL NST 11 M . . - -< - . - _. : -_ . >_- : , < c- _ •. 1 - t- - . v -< ,;. ._.,. . . - . . . .,.rte 4 -- - - _ . :: . - . {. r > , - NOTE. ALL BUILDING HEIGHTS ARE . . _, ._ -.- ,� _ , . - . .� _. . . .. . . _ __. , ,,, . _ ,._. -�. - . .. . , _ , . . . . . . .. . _ _.__ %t• ' _ t -i 16 ADDENDUM 5 05.16.05 3r .. . - --- zt - - ° . . _ .: . . . „tea . t - ,.. _,_t . . . - - .. _,.. - -. Y C " s- .. $ a ..� - ..: - - -. .- . s s. .-..- . . .r. ..-. -:. r �.: . - 't ../ \ , : A .. .•_ . . 0 GRADE PLANE IBC r.}. 1 ._ . . _ >; , �. . . _ _ ?� . BELOW 6 ABOVE _ �:,,., � . -a., _�; .�=. . .. -. .. „+'_ ,. . /' - .< :_ - . , „rc . - -. , >< a. . . _ - > . .['�'g t"ms's "- " -: . .. _ - _ _ ..- - -f , - A} . . .. - ,. .. - :. .. -., _ 4, - ..._>. . .. .._,Ew-.6..z2 • as -..>:i•• - ,� 4 ^-+. : Ex' ;aR- Y - _-.�Yi,._ : -`�'�:n_ - . .. ft2,. > fir. -. - _.: _ . . . ,x-'..1- - :>'.... x. . _. 6 .._ . ,� _ 3jj'sJ:. :.ar' S .::,<> .•,� -2-• --s:: _ . :a V ` T'' fsT tt:.n 14._._ .. . . . � ,, ,. ...- ,. . .. > .a - . _ . . .- �.. - 504.2 _ . x.,._, _ . _ , . . - t _ r - Sect �f Cs -. , ,:-.- _ '.-:. . 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N __-J RESIDENTIAL BLDG 8 0 2004 42140 ARCHITECTURE, INC. / GORE CREEK / - ~p�E Of col p9�O0 Occupancy Type: R-3 / E. RANDAL / JOHN .J l Lx. r 1 ED At\��\�� [W) / RESIDENTIAL — BLDG 7 ' Occupancy Type: R-3 O 75 w H � _ RESIDENTIAL — BLDG 6 Occupancy Type: R-3 RESIDENTIAL — BLDG 5 Occupancy Type: R-3 >o o \\ 75 �0 V z woo LL i 7 O [ � (\ i ' i / I \\ \ \ 0 \ �� ! VAIL RESORTS DEVELOPMENT ® COMPANY AVON, COLORADO // 'o,� i i \ � Axci¢rinc,-rorxrscosn / / \ <� *ARO� Dearer, Cdaado MASM PLANNER DESIGNARCFRITiGT �o I HART HOWERTON 0 / , i NHIP YOMNEWYOER MONSINNEWE LCOI[MA M NECHA uCALKLISCMICALENGDIVER "ENGII•IImm i AVONOOLORADO CIMENGIIIII _ AIPM HNGINEER]ING,@1C. !/ I VAII.•COI.OBAW PROJECT NUMBER: 20900.00 ISSUE REVISION DATE 04 CONST DOC FOR PERMIT 0723.04 / 05/06 CONST DOC 08.13.04 / 07 BLDG. 2/CONST. 09.02.04 / FIRE SEPARATION RATINGS 08 BLDG. 3/CONST. 09.24.04 / 1 -HR FIRE RATED WALL I 09 BIaG• 4/CONST. 10.11.04 2—HR FIRE RATED WALL 10 BLDG. S CONST. 10.25. 3—HR FIRE RATED WALL i A FINAL CONST 01.03.05 6A/7A/8A W10A/11 h r 1 FINAL CONST 01.03.05 v ' 16 ADDENDUM 5 05.16.05 La �., +'� NOTE: ALL BUILDING HEIGHTS ARE i A%- � � n �� n A BELOW 60' ABOVE GRADE PLANE (IBC Sect. 504.2) 0 20 EXISTING } � § E - � g ` MARRIOTT 4 ` 4 m x PARKING x ; � � ' CODE STRUCTURE REFERENCE � . K PLAN - . _ _ BUILDINGS 5-8 n , ROOF LEVEL CODE REFERENCE PLAN 1 RAOOF LEVEL - BUILDINGS 5 - 8 R108 Sc N ' 00 / © 2004 42140 ARCHITECTURE, INC. i ��• OF � !'1!�9 I JCH:vS J n.^-a / l ti / e� .} I � / I i ' V zo W4 imi Aqll� i w 0 x , u Pao w � vNE '0000, V z i PRGPER�� mow/ 0 \ .F 't9 owNLDVDISVRL.oPRR \ 6. VAIL RESORTS .6 DEVELOPMENT COMPANY +1 \ \ cs AVON, COLORADO 6• ARCHrrECr OPRECORD A5 �Ik ARNDILCIDRE / ® Darner, Coba b }• LtASTBA I'I11NN&t \ }. DENGN ARCIRTECf \ � '} HART I HOWERTON ' --- i Nm YORKNBW YORK: +Z c srx&NEWALffi• 4GUHEL MONROB @NEW8IL RA DdfiHtS,LNC AVON,COIARADO NRCHANICALELBcTRwA aNGDB3ER M-RENGOISE ,INC O• AVON. COLORADO CIMENGINEER i B I S,l 10 ALPINE ffidGMRElJNG,]NC- I I I PROJECT NUMBER 20900.00 c,.. B ISSUE REVISION DATE 1? _ r-r 04 CONST DOC 1 �-r 4'5 FOR PERMIT 07.23.04 4.2 05/06 CONST DOC 08.13.04 r-..• 'r-e 3 M BLDG. 2/CONST. 09.02.04 I 2 t +'4 5® TUNNEL REV. 09.10.04 08 BLDG. 3/CONST. 09.24.04 AA 09 BLDG. 4/CONST. 10.11.04 10 BLDG. 5/CONST. 10.25.04 ® FINAL CONST 01.03.05 6A/7A/8A/9A/l0A/11 FINAL CONST 01.03.05 16 ADDENDUM 5 05.16.05 s a p SITE GRID REFERENCE PLAN BUILDINGS 1 -4 y SITE GRID REFERENCE 1 PLAN ° � BLDGS 1 THRU 4 R111 oSCALE. 1 /16 — 1 0 AFPGt N �© 2004 42140 ARC%jt_CTURE, INC. OWL o ?4 PRpPER �� W tv 00 go SOL , i B V owl / \ VAIL RESORTS DEVELOPMENT ,j .� ,s ° '� 3g AVONY COLORADO ARCHMECTOPREOMD �� 33 G *ARC� Uerwx, Gdaado MASTER PLANNER �e DESIGNAAflE1E(.T \ \ I HART HOWERTON NEWYOR14 NEWYORIC r' SfRUC11RALE NGINEER. / \ T 6 9;'d 19 \ MONROEA# 1 VO COLD 1 R / \ \ 4f - WKIUNICALELEC,RWA ENGINEER \ g- 1�E ENGE`NEERS,ox �f� 28 AVONCOLORADO ER. \ / d^ '� .j•N ALPINE ENGE�IH+IRNQ DW. sfA 24 6 6• PROJECT NUMBER: 20900.00 ISSUE REVISION DATE 04 CONST DOC s-' FORPBRMTT 0723.04 05/06 CONST DOC 08.13.04 \ � 07 BLDG. 2/CONST. 09.02.04 ATUNNEL REV. 09.10.04 \ \ rs r qo 08 BLDG. 3/CONST. 09.24.04 ,If 09 BLDG. 4/CONST. 10.11.04 10 BLDG. 5/CONST. 10.25.04 �e s � FINAL CONST 01.03.05 s. 6A/7A/8A/9A/10A/11 FINAL CONST 01.03.05 AI 16 ADDENDUM 5 05.16.05 6- 9 E a oS SITE GRID REFERENCE PLAN BUILDINGS 5-8 SITE GRID REFERENCE 1 PLAN � BLDGS 5 THRU 8 E R112 t /16 - 1 -0 ASPRP N SCALE. t GENERAL NOTES 1 I/2"- 2 1/4" 1 - GENERAL NOTES TOPPING RE. ARCH 2Xb PARTY WALL Q 2004 42140 ARCHITECTURE, INC. 1 . LIVE LOADS USED IN DESIGN: WITH SHEATHING PER STONE VENEER 6 . CONCRETE 2X6 EXTERIOR WALL PER ARCH STANDARD HOOK REP PLAN RE: ARCH. WITH 5HEATHIN6 PER A . ROOF 60 PSF A . ALL CAST - IN -PLACE CONCRETE SHALL BE MADE WITH TYPE 1 / 11 PORTLAND CEMENT , SHEAR WALL SCHEDULE STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS FLOOR JOIST PROVIDE STANDARD B . TYPICAL FLOOR 40 PSF RE: PLAN HOOK D! 2X6 TREATED PLATE CONCRETE ITEM F'C MIX TYPE AMAX W/C RATIO x AIR RED. Q RE: PLAN WITH 1/2aOXIO- C . EXTERIOR DECKS 100 PSF w FOOTINGS 3000 psi STD - - - .. _. - - a • - J BOLT PER D . IMPORTANCE FACTORS FOUNDATION ION WALLS 3000 psi $TO - - - - - - - - e ° - • O ANCHOR - . . . SHEAR WALL SCHEDULE INTERIOR SLABS ON GRADE 3000 psI STD 0 .50 - - - CATEGORY I 1 - - - - SEISMIC FACTOR IE 1 .0 EXTERIOR CONCRETE (• •) 4500 psi STD 0 .45 6% -8TF „ J • • ••a ° 4. Z a •� •° (2)-N5 CONTINUOUS SNOW FACTOR IS 1 .0 . . MAXIMUM SLURP SHALL NOT EXCEED 1• . RE: PLAN • JO WINO FACTOR IMP 1 .0 � - ° � 1 E . WIND B . CONTRACTOR SHALL SAVICUT OR TRONELCUT JOINTS IN SLABS ON GRADE . JOINTS • � 3 SECOND GUST 100 MPH SHALL BE SPACED AT 15' -0" MAXIMUM AND SAWCUT OR TROYELCUT 1 /4 OF SLAB DEPTH ° X 3/16• WIDE WITHIN 12 HOURS AFTER POURING . CARRY ALL SLAB REINFORCEMENT - " • H i FASTEST MILE 80 YPH (3)-*5 GONTIWC7US - ° EXPOSURE B THROUGH 'DINT ' TOP AND BOTTOM - - - " I- I ° 2X6 TREATED PLATE - - - I II ... : ° Imo: ARCH FOR (XXX'-XX" Z - - a - L4X4X3/B" WITH "ry C . SLABS , TOPPING . . ANY BEANS MD WELLS SHALL NOT HAVE JOINTS IN A WITH 1/2"4 ANCHOR v WATERPROOFING F . SNOW 3/4"m EPDXY GROUND SNDW LOAD P 60 PSF HORIZONTAL PLANE . ANY STOP IN CONCRETE AIDRIK MUST BE MME AT THIRD POINT OF N 0 BOLT AT 4'-0" J - _ j ° TYPICAL FOOTING ANCHOR AT 2'-O' Y SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE 5 AT 1'-b" X I : 0. • e, . - - M FLAT ROOF UROW LOAD Pf 100 PSF Jry - - • .+°• - REINFORCEMENT rT, SNOW EXPOSURE FACTOR Cc 1 .0 StDWIi . All CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEYEO By THE _� . � W - - - I w THERMAL FACTOR Ct 1 .0 ENGINEER , 6•• a REe PLAN - - + . - (2)-2XI2 LEDGER r TOP OF y (WALL SIDE TREATED) v D . ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE - - - STANDARD II_ BARS TO MATCH G . SEISMIC - GRAWLSPAGE Q WITH 3/4"m EXPANSION 2 1/4" CONCRETE WITH ACI BUILDING CODE 318 LATEST EDITION , UNLESS NOTED OTHERWISE . USE - - Q -•° - W EN51ON LAP TYPICAL FOOTING SITE CLASS D STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE . ALL EXPOSED EDGES OF 0 m W BAGKFILL J ANCHOR E FRI TOPPING O CATEGORY C J .. ° J REINFORCEMENT FASTEN LEDGERS WITH SS 0.35 CONCRETE WORK SHALL HAVE 3/4 INCA CHANTER . U (3)-ROW5 I" NAILS 23 St 0 .08 = - 8T AT I'-O• - • - a 7 . REINFORCEMENT .I - - a sos o .3s TYPICAL STEPPED SDI 0. 128 RE. PLAN BASIC SEISMIC FORCE RESISTING SYSTEM IS LIGHT FRAME SHEAR WALLS WITH A . ALL REINFORCING SHALL BE HIGH -STRENGTH DEFORMED BARS CONFORMING TO ASTM FOOTING DETAIL NS AT I '-b• QI WOOD SRUCTURAL PANELS A515 , GRADE 60 EXCEPT TIES , STIRRUPS AND PLATE ANCHORS WHICH SHALL BE (3)-N5 CONTINUOUr.� `/�'+'� r/-�_ HORIZONTAL - �+ SEISMIC RESPONSE COEFFICIENTS CS DEFORMED BARS , ASTM DESIGNATION A615 , GRADE 40 OR ASTM A705 GRADE 60. C T I ON v v T I ON ° 0 .05 N5 AT 1'-4" N5 AT 10- RESPONSE MODIFICATION FACTOR 6 .5 8 . WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE TRANSVERSE VERTICAL LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER . 3/4" = 1'-O" 3/4' = I'-O' [�] ANALYSIS PROCEDURE USED SIMPLIFIED METHOD F� ((n i�•l C . REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: H . LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE . W 1 . CONCRETE POURED AGAINST EARTH 3" NOTE: FOR HD2A AND HD5A USE SIMPSON 557820 ANCHOR ROD Iz' D IBC 16 2 . CONCRETE POURED IN FORKS (EXPOSED TO WEATHER OR EARTH) 20 RE: ARCH FOR WATERPROOFING FOR HI HDBA AND HDIOA USE SIMPSON 55TB28 ANCHOR - O 3 . COLUMNS AND BEMIS (TIE BARS) 1 - 1 /20 ROD. FOR HD15A USE 1 1/404) X 2'-O• THREADED ROD WITH ? Z v 4 . SUBS AND WALLS (NOT EXPOSED TO WEATHER) 3/4• 1/4" X 4" X 4" PLATE WASHER AND NUT AT EMBEDDED END WITH ^ 2 . DEFERRED SUBMITTAL 2X6 TREATED PLATE WITH MINIMUM 11-b" EMBEDMENT DEPTH. Q r A . DEFERRED SUBMITTALS PER SECTION 1063 .4 . 1 SHALL BE SUBMITTED TO THE BUILDING 0 . REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH 1/2• ISOLATION JOINT ANCHOR BOLTS PER 4" w •� SECTIONS 7 .5, 7 .6 AND 7 . 7 OF ACI 318 . LATEST EDITION . SHEAR WALL SCHEDULE CONTRACTOR OPTION: IN LIEU OF SIMPSON 55TO ANCHOR, USE � I OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION . 3/40 m HILTI HA.5. ADHESIVE ANCHOR WITH MINIMUM 10• EMBEDMENT. 05 X I AT 2'-O" d1 , 1 1/2'- 2 I/4" CONCRETE W E . NO SPLICES OF REINFORCEMENT SHALL BE MME EXCEPT AS DETAILED OR TOPPING RE: ARCH M RE: PLAN B . DEFERRED SUBMITTALS ARE: AUTHORIZED BY THE STRUCTURAL ENGINEER . LAP SPLICES, WHERE PERMITTED , SHALL THRU-BOLT IN STUDS T.O. CRA 4.5PAGE 1 . PREFABRICATED ROOF TRUSSES BE A MINIMUM OF 48 BAR DIAMETERS FOR /6 BARS AND SMALLER AD SHALL BE A RE: PLAN PER 14D• MANUFACTURER b" BAGKFILL r ) (I� MINIMUM OF 80 BAR DIAMETERS FOR /7 MO #5 REINFORCEMENT UNLESS NOTED T.O. SLAB v z OTHERWISE . MAKE ALL BARS CONTINUOUS AROUND CORNERS . XX'-XX" C . ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE LICENSED 16 WALL FRAMING AND O PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PREPARATION OF THESE DOCUMENTS . SLOPE SLAB PLYWOOD PER SHEAR F . PLACE TARO /5 (PER 8" THICKNESS) WITH 2• -D• PROJECTION AROUND ALL OPENINGS IN w 3 . TESTING , INSPECTIONS AND OBSERVATIONS: CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X 4' -0• DIAGONALLY AT _ _ _ _ WALL SGHEL'rE :• _ I h'•'1 EACH CORNER . • " I` /''1�'1 I I M••� A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION - G . CONT INIIOIS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS 4 1/2" I RE: MFR. RE: MF 4 I/2' ° . . - O STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE vo 0 O�n�°o_ °p*1 W # a + Wi " CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED FOLLOWS TOP BARS AT YIDSPAN , BOTTOM BARS OVER SUPPORTS . 0 00�' O a r ml INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS •SPECIAL - (4)-K 5 CONTINUOUS 8 . STRUCTURAL STEEL - - INSPECTIONS• AS MAY BE REWIRED BY CHAPTER 17 Of THE INTERNATIONAL M - - BUILDING CODE ' A . ALL STRUCTURAL STEEL SHALL CONFORM i0 ASTM A36 EXCEPT WIDE FLANGE BEAMS 4" SLAB ON GRADE WINCH SHALL CONFORM TO ASTM 992 , (50 KSI ) AND EXCEPT PIPE COLUMNS WHICH WITH 6X6/1^12.1 COL B . THE FOLLOWING WORK SHALL BE INSPECTED FI THE SPECIAL INSPECTOR UNLESS AN ARCH FOR COLOR RE: PLAN SHALL CONFORM TO ASTM A53 AND TUBE COIUMVS TO ASTM A500 , CRAPE B , LATEST SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL . EDITIONS . STEEL SUPPLIER MAY PROVIDE ASTM A572 , GRADE 50 AT HIS OPTION . AND FINISH REQUIREMENTS) FLOOR JOIST, RE. PLAN a 1 SOIL PREPARATION MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL . • • [XXX'-XX") A w RE: 2/51 .01 FOR WALL REINFi e e . EARTHWORK EXCAVATION , PLACEMENT AND COMPACTION OF FILL B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT AND FOOTING INFORMATION TA. WALL - 0VMnI/DF.MAVFW CONDITION . ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED AT STUDS S E C T I ON i AND IN -PLACE Dltr DENSITY OF THE COMPACTED FILL FOR CONFORMANCE AT EACH END SIMPSON HD WITH THE APPROVED REPORT . OTHERWISE ' fy. OF SHEAR WALL PER S14EAR WALL 3/4" = I'-O" VAIL RESORTS C . STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE SECTION 8 I/2 SCHEDULE 2 . CONCRETE CONSTRUCTION LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION . ' 3/4' = r-o• DEVELOPMENT a . REINFORCING STEEL , INCLUDING PLACEMENT . b . CONTINUOUS INSPECTION OF PLACEMENT OF SHEAR FORCEMENT . D . EXCEPT WHERE DETAILED OTHERWISE , FABRICATOR SHALL SELECT STEEL CONNECTIONS PER COMPANY AISC MANUAL OF STEEL CONSTRUCTION (ASD) , TABLE 11 -A AND/OR AISC SIMPLE SHEAR c . TO AND DURING INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR CONNECTION MANUAL WITH A325 N BOLTS (OR WELDED EQUIVALENT) TO SUPPORT LOADS STUD WALL WITH SIMPSON HOLD DOWN AVON, COLORADO TO AND DURING PLACEMENT OF CONCRETE . 5HEATHIN6 PER SHEAR INDICATED ON THE STRUCTURAL DRAWINGS . WHEN MOM$ ARE NOT SHOWN , SELECT RE: PLAN AND SCHEDULE d . PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX . WALL SCHEDULE ARCHI"fFCT (WRFCARD e . CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO CONNECTION TO SUPPORT UCTi THE TOTAL H GIVE LOAD CAPACITY M SP PER RISC FABRICATE SPECIMARS FOR STRENGTH TESTS , PERFORM SLUMP AND AIR MANUAL OF STEEL CONSTRUCTION? FOR EACH GIVEN BEAM AND SPAN FOR NOM -COMPOSITE TREATED PLATE 2X6 EXTERIOR WALL 11/2"- 2 IRE CONCRETE CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE . MEMBERS. WITH 1/2"0 ANCHOR WITH SHEATHING PER TOPPING REP ARCH 51MP50N SSTB AIVGFHOR SHEAR WALL SCHEDULE : f f . PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE BOLT PER SHEAR WALL FLOOR SHEATHING I , WARD TECHNIQUES . E . ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY SCHEDULE OR THREADED ROD STANDARD QUALIFICATIONS TESTS AS OUTLINED IN ANS -01 . 1 . CAST INTO FOUNDATION STONE VENEER WALL RE: ARCH. 3 . STEEL CONSTRUCTION F . MINIMUM WELDS TO BE PER RISC TABLE J2 .4 BUT NOT LESS THAN 3/160 CONTINUOUS RE: PLAN ARiHREK.'FUIE Colivado a . ALL YIELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION FILLET UNLESS NOTED OTHERWISE . W M (2)-NS GOAT. ewer, EXCEPT THE FOLLOWING: CONTRACTOR OPTION: HN LIEU I . WELDING DONE IN AN APPROVED FABRICATOR'S SNP IN G . FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT °. OF SIMPSON 5STB26 CAST MAJHHRPI.AK.SNB SLOTS IN CONNECTION MEMBER ONLY (117 -SECTIONS , ANGLES OR SHEAR PLATES) . INTO FOUNDATION WALL USE ir ACCORDANCE WITH SECTION 7704 .3 . 3/4" m HILTI ADHESIVE ANCHOR Dulc� nRUArrlu;r b . THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT H . STRUCTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS PER I WITH 10• MIN. EMEEDMENT [XXX'-XX" WRING WELDING OF THE FOLLOWING (TENS , PROVIDED THE MATERIALS • LOOSE LINTEL SCHEDULE OR AS SHORN OTHERWISE ON STRUCTURAL DRAWINGS . ONE - Z - 11ARTI HOWE:RTON MELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO ALLOW FOR ° F VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE ELONGATION AND SHORTENING . •I ° vL�vY°aK VCwvoRK MME OF WORK IN PROGRESS: AND A VISUAL INSPECTION OF ALL WELDS ,. IS MME PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP I , THE TERMINOLOGY I"CONTINUOUS' YEAH$ QUANTITY , PROVIDE THE NECESSARY JOINT - 1 . SIC . DETAILS TO ALLOW FOR BUILDING MOVEMENTS. COORDINATE LOCATIONS WITH FLOOR JOIST RE: PLAN GL& lY%%UJ_ L GI2M x 7 . SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16• IN SIZE . 1 + MoHWOK:t �L'wmtUawLUUiRS,K*1c 2 . WELDING OF STAIRS AND RAILING SYSTEMS. ARCHITECTURAL CONTROL AND EXPANSION JOINTS. 5 . EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1 /2" EXPOSURE I PLYWOOD OR _ 2X4 TREATED FLAT BLOCKI AVON, C(L.GRADO c . VERIFY MELD FILLER MATERIALS CONFORM TO AIMS SPECIFICATIONS AND 058 SHEATHING NAILED WITH 8d NAILS AT 6" ON CENTER ALONG PANEL 3 1/2" I 4 I/2" AT 2'-O- J . PROVIDE ANCHOR BOLTS FOR BEAMS BEARING ON MASONRY UNLESS OTHERWISE EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE MFCHAI%ICALN7.F.f. TC.AT.FNGIAF.FR MANUFACTURERS CERTIFICATE OF COMPLIANCE IS REQUIRED . NOTED . ON SHEAR WIND SCHEDULE . ALL PANEL EDGES SHALL BE BLOCKED . - d . PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE WITH 6 . FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN FLOOR J015TS RUN AVOKICOLLIADO PERPENDICULAR TO AvoK, couPWADo THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS SUCH K . PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED . FOUNDATION WALL AS BRACING , STIFFENING, MEMBER LOCATIONS MD PROPER APPLICATION OF SECT ION ANNA JOINT DETAILS AT EACH CONNECTION . STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AD/OR LATERAL 7 . INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS , TONGUE AND n AT 51MILAR AIPIN�ENC�G.wc e . VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS . L4X4X3/B WITH VAI1, COLORADD AND DECKS ARE IN PLACE . 3/4" & EPDXY a • 2X6 TREATED PLATE SPECIFIED N THE APPROVED CONSTRUCTION DOCUMENTS AND H . PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AD ANCHOR AT 26-O" B•• WITH 1/2" m ANCHOR MANUFACTURER'S CERTIFIED MILL TEST REPORTS . L . STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP SWILL BE LPI - ,D 1ST AS MANUFACTURED BY LWSIANA PACIFIC CORPORATION . & E C T I ON 5 Z BOLT PER SHEAR WALL f . PERIODIC VERIFICATION OF STANDARDS STRENGTH BOLTS, NITS AND WASHERS FOR DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS ALTERNATES SHALL BE REVIEWED BY THE ENGINEER . TO BE CONSIDERED , SCHEDULE PRO ECT NUMBFR 6285 CONFORMANCE TO DOCUMENTS TSAM MA SPECIFIED IN THE APPROVED TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS . ALTERNATES SMALL HAVE A LOAD CAPACITY IN BENDING , SHEAR AND DEFLECTION 3/4• = I '-O• F NS AT I '-6" X 05 AT I'-b" VERTICAL CONSTRUCTION OOCIIENTS AND MANUFACIUNER'S CERTIFICATE OF EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS . WEB BLOCKING ry AND HORIZONTAL COMPLIANCE . g NON -SHRINK GOUT AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER . 1 1/2" CONCRETE 0 g . PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH 13/4" X 12" LVL RIM TOPPING b" ISSUE REVISION DA1'L STRENGTH BOLTS . (xxx'-xx") RE: PLAN A . WIN GRUNT SHALL BE PROVIDED: 1 . LAMINATED VENEER (WEER MEMBERS SHALL HAVE THE FOLLOWING STRESS BOARD AT DECKS FLOOR SHEATHING TOP OF 1 . BETWEEN COLON BASES AND CONCRETE OR MASONRY SUPPORTS . CAPACITIES: FB = 2800 PSI , E = 2 ,000 ,000 PSI . FC = 750 PSI , FY = 285 PSI , BUILT UP 11 FTNAI, CONST. 01.03.05 I . WHILE THE WON IS IM REQUIREMENTS THE SPECIAL INSPECTOR SHALL CRAWLSPAGE 2 . BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS I I/2' STONE AND GROUT BAGKIFLL QYLAN R1~:VIJ!:W DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NITS , WASHERS MD RE: PLAN PAINT , BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH SUPPORTS . RECOMNENDAT IONS . CONTRACTOR SHALL HAVE THE OPTION OF USING 3 I /2" OR OVER 11/2" CONCRETE CORRLCTIONS 6N.HY7.U5 STANDARDS ARE MET . FOR JOINTS REQUIRED TO BE TIGHTENED ONLY 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH 5 I /4• WIDE MEMBERS . ON 3/4" 746 OF 6000 PSI PRIOR TO ADDING BUILDING LOADS AROVE . PLYWOOD DECK TO THE SNUG -TIGHT CONDITION , THE SPECIAL INSPECTOR NEED ONLY J . PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO FULFILL STRESS SLOPE PLYWOOD - - _ - I ® AllD1::NDUM 5 05. 16.05 VERIFY THAT THE CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER 10 WOOD REQUIREMENTS AID/OR MOMS NOTED ON DRAWINGS . SLOP DRAWINGS SHALL I/4"/FT. Q AND PROPERLY SNUGGED . INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER . PROVIDE - - __ _ _ __ _ __ _ ,. - ` ` ` - -- - - (2)-#5 CONT. 4 . FOUNDATIONS A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH , GRADED BY BRIDGING AND BLOCKING PER MANUFACTURER'S RECOMMENDATIONS UNLESS _ _ WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING OTHERWISE NOTED . PROVIDE CONSTRUCTION BRACING AS REQUIRED ERECTION NOTE: CODE AS FOLLOWS: CENTER WALL STUDS UNDER CENTER OF TRUSS LOCATIONS . A. MAXIMUM SOIL DESIGN PRESSURE 4000 PSF m V RE: PLAN S . CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT AN. 02 -057 2 " THICK - 4" TO 6• WIDE (WALL STUD ONLY) STUD Fb = 700 PSI 11 . NON -STRUCTURAL ELEMENTS BY KOECHLEIN CONSULTING ENGINEERS DATED ,ANY Be 2004 . 20 TO 4" THICK - 6' AND WIDER NO. 2 Fb = 900 PSI 5" THICK - 5" AND WIDER No . 1 Fb = 13M PSI A . ELEMENTS SUCH AS NON -BEARING PARTITIONS , ETC . ATTACHED TO AND/OR S C T i ON 2 C . ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED . EXACT BEARING NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND FLOOR JOIST ALLOWABLE STRESS INCREASES . OTHER STRUCTURAL MOVEMENTS . RE : PLAN ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY DECK J015T CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS RE: PLAN 3/4" = 1'-O- SHALL BE A MINIMUM OF 480 BELOW EXTERIOR GRADE . B . WHEN PRESERVATIVE TREATED LUMBER IS REWIRED BY CODE ALL CONNECTIONS AND B . FIRE PROTECTION FOR ALL STRUCTURAL PARTS SMALL BE PROVIDED AND SHALL MEET 1-JOIST BLOCKING MAILING SHALL BE ADEQUATELY GALVANIZED (DOIBLEDIPPED OR BETTER) . ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE 2X4 BEVELED AT 20-O" D . All FOOTINGS ARE TO BE PLACED ON FIRM, UDISTIKBED , NATURAL SOIL OR ARCHITECTURAL DRAWINGS . STRUCTURAL STEEL MEMBERS $HALL BE CONSIDERED SLEEPERS PROPERLY FOOTINGS ARE T BAGKFILL , APPROVED BY THE SOILS ENGINEER . OIL OR C . TREATED SILL PLATE LUMBER MAY BE HEM-FIR , STRUCTURAL i1 GRADE . UNRESTRAINED UNLESS NOTED OTHERWISE . AT I'-4" SIMPSON A55 CLIP � COLUMN AND PAD SHALL BE COMPACTED TO 95X (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D . PROVIDE METAL CROSS BRIDGING NOT OVER 8• ON CENTER FOR ALL 2X WOOD JOISTS. 12 . GENERAL 51MP50N U HANGER PER SHEAR WALL D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE WITH 16d COMMON SCHEDULE SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL A . ENGINEER 'S ACCEPTANCE WST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS . NAILS TO LEDGER 2X6 EXTERIOR WALL REPORT FOR DESCRIPTION OF BEARING SOIL) . IS REWIRED . AND RIM WITH SHEATHING PER 1 STEEL COLUMN RE. PLAN I 1 E . FASTEN ALL WOOD MEMBERS WITH COMMON MAILS ACCORDING TO THE IBC SCHEDULE B . VERIFY ALL OPENINGS THROUGH FLOORS . ROOF MD WALLS WI1H NECIUN ACA AND SHEAR WALL SCHEDULE WITH 3/4•' X 10• X 10• BASE 1 I E . CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 2X12 LEDGER WITH I I TABLE 2304 -9 . 1 UNLESS NOTED OTHERWISE . ELECTRICAL CONTRACTORS . VERIFICATION OF LOCATIONS , SIZES , LINTELS AND PLATE WITH (4)-1/2" dP X 10" I I INCH MAXIMUM VERTICAL LIFTS ON AS RECOMMENDED IN THE SOILS REPORT , REFER C4)-Ibd NAILS AT B" REWIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY . ANCHOR BOLT AND MINIMUM I I I TO SOILS REPORT FOR BAGKFILL MATERIAL . TO 1 3/4" LVL RIM BOARD I I F . LAMINATED BENTS 1• SHIM AND NON-SFIRINK GROUT I I F . NO 8AMF ILL ING SMALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER I . ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 C . PRIOR TO INSTALLATION OF MECHAN ICAL AND ELECTRICAL EQUIPMENT OR OTHER I I LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED . PERCENT MOISTURE CONTENT IN ACCORDANCE WITH TCLIB . ALL SIZES SOWN ITEMS TO BE ATTACHED TO THE STRUCTURE , ENGINEER'S APPROVAL OF CONNECTIONS S E C T I ON _ CONCRETE SLABS SHALL BE PROPERLY CURED . ARE NET . AND SUPPORTS SHALL BE OBTAINED . UNLESS SPECIFICALLY DETAILED ON 2 . LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE ARCHITECTURAL AND STRUCTURAL DRAWINGS , RESPECTIVE SUBCONTRACTOR 3/4" I I - G . CENTER ALL FOOTING$ UNDER WALL$ , COLLANS OR GRID LINES WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF SHALL FURNISH All HANGERS , CONNECTIONS , ETC . , REQUIRED FOR INSTALLATION OF J/Ib I i - �• '_` O UNLESS NOTED OTHERWISE ON PLANS . STRUCTURAL GLUE LAMINATED TIMBER , LATEST EDITION AS PUBLISHED BY AITC . HIS ITEMS . 3 . PROVIDE UNITS CONFORMING TO AITC 117 , 24FV8 , D .F . FOR CONTINUOUS - i 1 i _ -,•'O • • MEMBERS AND CANTILEVERS AND 24FV4 , D . F . FOR SIMPLE SUPPORT MEMBERS . D . PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL . H . CONTRACTOR TO FOOTINGS AN AT HIS EXPENSE , FIELD DENSITY TESTS ON COMPACTED i I FILL UNDER FOOTINGS AMD INTERIOR SLABS -ON -GRADE . MEMBERS SHALL BE DESIGNED WITH ZERO CABER WITH TOP SURFACE CLEARLY MECHANICAL , ELECTRICAL AND STRUCTURAL DRAWINGS . MISCELLANEOUS EMBEDDED �, PLAN 1 " I 1 " -, : � BL'ILDING #6 STAMPED ON EACH LOSER . ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED I I BY CONCRETE CONTRACTOR . STEEL SHALL FULFILL ASTM A36 . TOP OF I I I .• � GEMRAI, NOM & Di?TATIS I . NOTIFY SOILS ENGINEER MIEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY FOOTING I I BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE . C . PLYWOOD DECK AND/OR ORIENTED STRAND BOARD . I • ,O 1 . PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING . APPLICATION SHALL E . PROVIDE ASPHALTIC MUST IC -COATING ON ALL STEEL AND TD00 EXPOSED TO EARTH . 1 c 5 SLAB ON GRADE BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD P ASSOCIATION . F . SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL S - - 2 . EACH PANEL "SHALL BE IDENTIFIED WITH THE GRADE -TRADEMARK Of THE STEEL . THE MANUFACTURING UN FABRICATION Of ANY ITEMS PRIOR TO WRITTEN REVIEW 'd ° • I a O i A. THE PREPARATION OF THE SUBGRME FOR THE SLAB ON GRADE SHALL BE IN STRICT 0! - • _ . • a S ACCORDANCE WITH THE PROJECT SOILS REPORT REFEREN ED ABOVE . THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR . Z Q ° U .S . PRODUCTS STANDARD PSI , LATEST EDITION FOR PLYWOOD . ALL PANELS - ° °- - - CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SIBGRADE PREPARATION Q f0 W WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE C . WATERPROOFING , VAPOR BARRIERS, WATERSTOP , ETC . , SMALL BE AS SHOWN ON THE J _ REQUIREMENTS 70 THE GEOTECN ICAL ENGINEER . s- • WEATHER SHALL BE OF THE EXTERIOR TYPE . ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS . V _ B . MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED 3 . FOR FLOORING USE 3/a" TANG STURD - I - ttOOi SHEATHING GLUED AND NAILED _ I Fi 70 BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE . ISOLATION WITH IOD NAILS AT 6• ON CENTER ALONG PANEL EDGES AND AT 12" ALONG H . ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR RE: PLAN j DETAILS FOR PARTITION WALLS, BASEBOARDS , PIPING AND OTHER ITEMS MAY BE INTERMEDIATE SUPPORTS . WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE . REWIRED . REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE 4 • FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED REINFORCEM T RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH WITH IOD NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 120 ALONG 1 . ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND REJ PLAN Qo THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE . INTERMEDIATE SUPPORTS . ARCHITECTURAL DRAWINGS . SECTION 3 3/4" = 1'-01 iN iN U ® 2004 42140 ARCHITECTURE* INC. aq'-II•• 30-5' 105-1 5/641 4'-4' 26'-II 3/b• 40 0 776-2 3/6' 0 0 4'-4" 101-1 5/0" 3'-5- 3 31114' 13'-3' 14'-0' b 14'-0' 130-2 I/a' 3 3/4" b I I 1 - - - - i li I I Cn Ck PIER - - *. ;t2 - - - - - - - Qa PIER ", _ - - - - - - - -I- I „ I I I I 11 O Iffir PIER ' _ 4 _ _ J , OPP b 3•-q" X s'-q° X 10' ' 111,10012 FRAMING NOTES, I HAND A (-Ib ") FOOTING WITH (4)-05 16 L ALL WOOD FRAMING JOISTS SHIALL E! LPIJ32 TYPE JOISTS AS E-I I'$•] 3 ' 3 ' 0 LO MANFAGTIRED EW LCIJISIANA PACF16 CORFIORAT1oN. ALTERNATES L _ _ - I LONGITUDINAL AND �-1 SMALL HAVE EM AL OR GREATER GAPAGITY AID SHALL SE 1 ' r - LL , - - - ((TY 5 B ) ARSE ' 1 1-16' ") F� REVIB•ED BY THE ENGINEER OF RECOR7. � [112•-O•] -11'-b•] I I I I 3• 1..",f n -2. 1 VL- INDICATES LAMINATED VENEER LUMBER SEAM& AS MAdRFACTIR[V BY 4 TS 4X.4XI/4 W' 6 1/2' '-'T 3/8 11/2 I I • ' " 1� O L0111 NA PAGFIG GORAORATIOIL ALTENATM SMALL HAVE THE SAME OR 1 I GOLUNN ! -� - - - - - - - - - - - - - - - - � PIER "'� GREATER NOTE CAPACITY AS LISTED IN THE STRUTnRAL GENERAL 1- b 1 I •-q $/a• q'-8 41' I n - - - - - - O I I - - - - - - - - _ o r(f 2 IF 3. dR RTES COLUM DOYN way- MILnml FRAMING NOTED r I 4' 5LAS-ON I 10 L _ - � J n 1 I - - - - - Q I I _ •1 ¢ PIER � W O WITH 6X6 Ill X .1 1 4. R NOIGATES GOLWR UP AND OQW UNLESS IT BEAM ON I C42LOR"REGIUIRE NT5 - - - - � b [-II' °] � I I - - - - - - - � C V ZQIGRETE n4f OR POOTM6 BELOY'l OR IT IS LAS UP ONLY. I I D - - - - - - - - - - - - - - - - - - - - 5. t 1, INDICATES III OF BEAM B.EVATWIN OR PLATE MIGHT VLEVATIOR 1 °° � ' 1 _ _ _ � L I. Adk -11 '-I 1 11/2• / " I 11 -16'�' (-16'- ) 1-_i 6. +--IMMATES TOP OF STRIGTURAL FLOOR SHEATHING / _ _ I ( T TOP OF •• - - - - - - - - - - - - - - - - - - -' I L-11'-6' 3' X 3'a' X 10" •-631t''] �R •.-1 eLEVwrTDN I SLAB / / � (-Ib'�) T 1 , ! 11 I I F ING WITH (4)-« I rT, �y (� 7. HEADERS SHALL BE (11-7x6 L94AM NOTED OTHERWISE, ALL 1 I F�11 IEADEtS SHALL BE BOLT OUT TO s Mr b IQ•) MUM BY WALL STEP / / I I T.S. 14X4X1/2 ! ' 1 10 E WAY (TYPE A ) , r ■, > ADDING PLYWOOD SPACERS AS RE4IRM. / / I I COLUMN 1 1 1��i E-12'� 1!4'1 1 Ii1 TS 4741X1/4 b b I r F4 D. ALL GDUIMS SHALL BE [?J-77012 W.ESS NOTED oT1ELY��E. - - - ------------ ----------------- --- Fool 1 I , I : i ' 1 COLUMN / I 4" AB-ON-&RARE T' / TES_ - - - - 1 h ' I I 1 ` WI 67re W2.1 X W2.1 , ,. .DOD GoL/N+NS SHALL BE Gw7TW1GK FROM FI.Owt D• 3 I - - - - - - 1- 1- pl 1 E D , RE. ARCH. FOR I O W FLOOR OR FLOOR TO•ROOP. TRIW ERS SMALL BE ADDED TO - /I I I J 6 -m I. L�L _ _ __ _ _ _ _ _ _ ■ _ _ _ _ REQUIREMENTS NOTED COLUMIN SAES AS REQIMED. O - - - - 1 t' i : . -1"�--- '--- - --- -- •' -- - -- - ---- - --- --.- - lo. NDICATES MIEROR BEARMG MALLS. FLOOR JOISTS 1 , (-16' °) I I I - ! I i - -- ----------- - ---- -- II . 11 ' 11•--1 NG LOGATTONS SMALL LINE UP WITH STIRS SELOML - .1 / 1 J JI I I I I - - - - - - - - T3)4I - - - - - - - - - - \ ` 1/2 I H-1 11. ALL EXTERIOR WALLS SHALL BE COHSTRJGT� LISINISM6 ' •� / / - In F / / 1 Foor1N6 E ` r - - (-16 2^) � \ ` AB J STUDS. REFER TO EXTE OR WALL DETAILS FOR ADDITIONAL , IT I 1 TS.NFOR4AT10K. EXTER10ft STUD" CAN GE SPAGED7'-O- FOR J . �I I 1; I \ WALL STEP WALLS 91NOR7BR THAN 10•-0•. STUDS SHALL BE SPACED r-a• ■ / STEP J a ° '� !WALL COLUMN `1.OR WALL SMtlRTER 7HNAN 14•-0• AND TALJFR THAN 10•-0'. // 1 I i I I - I STEP FOOTING-31 R2. ALL BEANIOEAM AND BEAMIGOLUMN GOMEGTTONS SMALL BE I , I „ h I I I I J T.S. 14X4X1/2 ------MADE WITH SMM PSM STEEL PLATE C0NEGTORS ULESS NOTED I ry 1 Q 1 ��-- I I. - STEP ` •orHERwSe. 1 € I I I I ' - 1 ! - -;- C I 0.13. RE• ARCM117ELTIR7AL DRAWINGS FOR LAGATION AND 512E of 12' LPI/32 I -. 1 `\ I I 12- LPI/32 D _ _ _YIOIBH OPEaMGS IN wooD STUD FALLS. Ar r-4' 1 • I AT I•-4- b i l ' I 0 1 - - - - -(-116'�') ........._..............._..................._......_...__..._.....14. Re• ARCHITECTURAL ORAWIND FOR HANDRAIL AIO STAIR I I _ '�' I 1 L _F'Rl1M/N16 DETAILS. , ;p 111 ---}; --- .-- -. - _._-1._ 7-._- -, 1 1 FOOTING �IS. ALL EXTERIOR WALLS SHALL HAVE CONnNIO1JEi STIR^ FROM 1 ' 1 - ------ STEP--" .... ........ . :f--- a \ \ Ifl OWNER/OEW:IAPER FLOOR TO FLOOR OR FLOOR T04WOF ONUJIVING-RAKe F ALLSP - I p• ! i I i ^ \WALL 5TEP n IJ I \ VAIL RESORTS DATION NOTES. 12" LVL IN-LINE � - `23y-4 I I : ; ry �F 1. DAT/M eLeVAT10N oo- E4ALS USGS R°LlVATION 6116' -. \ \ ' SoE T1N6 WI i SHEAR WALL ry1 ° - < 1 , DEVELOPMENT 1 \ i ' ! i I - I I ' I COMPANY�. GDac-7N7 MDKAlES roP ar FOIIDATYON WALL CLEA/ATIO/L \ STEP BOTTOM 51 HD15 T5 4744X1/4 I I I 12' LPI/32 ry ry �' 0' 12' LPI/32 OF FOOTI ( p) ON b)cb COL. COLUMN •p • 1 ! b Ar 11'-4' I Ar 1'-4' I I ry AVON, COLORADO 3. (XXx'-x7 INDIGATM TOP OF FOOTf1G lLlVA71pN. ` _ STEP TTOM r , �- I '�'4. CONTRAGW R SHALL FOLLOW ALL REOURE EATS LISTED IN SI • OF FOo I NG I I I .. --- -. AF(1-Ul'ECl OF RFWRD ReP1DRT. : I - I ---r--- tf :-.. j •-7 s/b' 1 q•-O 1/2• 5. CONTRACTOR SMALL PLACE CJJ-05 VERTICALLY qLL HEIGM► OF . _ . - - STEP BOTTOM I I WALL AT HIGH SIDE OF ALL WALL STEPS HIGH EQ THAN 4'-0' M C . 3 - _ _ - _ ( _ _ _ - _ - I I T I f I ! 1 le ADDITIw1 To WALL Re1NFDRGeMeNr yIDMM OnEla+Se. - - - 12'-0- 1 I < WALL STEP i _ _ I I*ASIMP50N HD � 12' ✓L IN LINE 6. ALL FOOTINGS 1N CR.AMLSPACES SHALL BE BACK Flu ED MTN SIMPSON ! __----------,-_-_i ON 6X6 GOLF 11TH WALL : ! L• TOP OF 1 I 1 1 WIT SHEAR WALL FOOTIN,S ! / IEilU1lE COMFACRD STIOX RAL FILL TO THE TOP Q THE FOOTING HDSA I .- _.._----------------------------- MMWI•t IILES:S NOTED oTER MSE ON FLANS OR SHOWN ON 3'-O• DEEP FOOTING I PLYWOOD T 1 1 jT� I I , I I STEP / / : SECTIONS, I ! I WITH (3)-05 TOP AND - a I ■ ' 1 I T54X4XI/4 I I I / / AM D ' , c made FOOTING 1 JI 1 I J 1. 4'-6' X 4'$^ X I=2' �TT ° 4�,� -0'-O' S1 HD15 STEP BOTTOM / 1. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB OR AT TOP OF STEP I I BOTTOM I J H O�IA J I GOL MN ON b COL. I I I / ■ PLYWOOD FLOOR SIlATHIIIG. 1 1 A: ! C: g FOOTING WITH (5) I .'. TOP OF' F r 1 D OF FOOTING I / MASMAPI.ANNER I X 1 SI EACH WAY r1 PLED STEP TTOM ' � L / • I I I I I _ _ _ _ _ _ _ DESIGN ARQRT'ECI' 8. FOOTING ELEVATIONS SMRpWI1 ARiE MA%MM5 AND MAY /�D TO - 1 I 1 I In : : - `�1A( I 3•-b' X b• ■ Q of F TIN& BE LOWERED Due TO SOL GOIDIT1ON15. VERIFY CHANGES WITH Q II 0 ` ` _ _ _ STRIEw RAL Bi61NEl4l. , _ ' _y_ ! i} DEEP FOOTING _ _ _ -, ry I � 1 13J-05 EACH WAY I I STEP BoTroM _ _ . _ . _ - - o HART IHOWERTON 4. FLAGE SLAB ON GRADE GK STRiGTIRAL GGI PACTED FLL OR I [ I T - 1 < I - - - ORFB9-FIN6 _ _ _ _ _ _ _ _ _ _ _ C NEW YORK,NEW YORK NATURAL GRADE AS 01ITL/CD IN 5011.5 REPORT. ! --------.....----------------- _bl -,_-...-- ------ I I I - 1 i= Y I MP50N HDI W. UNLESS OTHERWISE NOTED - ALL SLAB ON GRADES ARE 4• Tin(JC I-.-......_------------------------ . . - -' ----- y. WITH 6x6 r12a x HQ7 MlLDeD WIRE FABRIC. ^ I (27_12 L'VL - . I i --------------- -------- ! b1 I I L J 4WITH ABOVE) 67(6 COL. 51MPC N BELOW SHEAR WALL ABOVE Q i� I I r -I s'-4 11/2' I HDSA SIRIICILRAI.F'.NGINI ER 11. PRONDE CONTROL JOINTS OR LONLriTR11GT10N JOINTS AS 9M1oMaN '` I I 6 --- - .. I r _ .-0 3'-o- DEEP FOOTIN6 I WUNROE &NEWELL.ENGINEERS•INC 1 ' 1 - I I •w I J I 1 : I J I WITH (3)-05 TOP AND I FOOTING AVON CDI:DRADO 1 ` -- oN FQIIVATION PLAN. MAIaHIM SIZE OF EACH AREA SHALL NOT - I 1 F 1 '0 f SIMPSON HU wj I I 4'-6' X 4'-b- X I'Z J 1 -. 5 MPSON I BOTTOM I I FxG�v72s Fr ? h ' 1 n i < I HANGER I - FOOTING WITH (s)-05 I I 0 . N SA I I STEP nR crlAnRCAI EI crwcal ENCmEER 1 I _ I 11 EAGH WAY 1 a I I I I nt-E ENGINEERS INc 12. CONTRACTOR To GDDROw.TE ALL D1r.EM51ONS AND DETALS r WALL `I ,p I �- ----"""-- -y : , I H END I 1 I I X I AVON,COLORADO WITH ARCHITECTURAL DRAWINGS. I I X i 7� `' 'I , I in Q STEP 12 -8 1/40 I 011 1n - I L 1 3'-6' X 3'-b' X b' I 11 0 ►_ 1 I , 13. CENTER FOOTINGS UNDER WALLS AND COU11WIN N UNUMS ^ - ' ; DEEP FOOTINLS WITH CIVIL L'NGINiER Dff4eN5 x4w OTHERWISE ON PaIDATION PLAN. I I I �- L J I <- - I (3)-05 EACH WAY 1 It 11, 3 } .'N AIMNE ENGINEERING, INC 44. R&I TO ARCHITECTURAL PRAYRNBS FOR STAIR PRAFNG DETAILS • „ 1 4•-0" 4'-I- I I < . �J46 I 1 I VA[I.COIARAIJO L 1� --------------------------------------------------_-_.----- AND LANDING SLAB ELeVATWNS. Q : I 1 , ATI 8-4° 1 I I 1 I ! i 1 N7 �------....- --- 1 ...... -...--------- 113. ALL SITE WALLS HDr 51NOMN ON THIS FLAN SHALL GO BUILT PER „ I i i- I I " I I i n BELOW SHEAR WALL ABOVE PRO CI• NUMBER: 6285 51'R7e w s `SMw.LL"NDr BE" �Gw�aeANSGTm DETAILS, EAi1piILDMGAUa" `e5s r I ' I 12' GoLUrtN I I : ' r 1 I^ I - � I , JE I -13'-0 1/2- I '� ry 1 I AT 1'-40 NOTED OTHERWISE. h 16. I DUCAT lSC0NCJMTEAHDFOOTNGCONSTRUG7W I ' 1 I -16'x• YIN6 - - _ PLYWOOD I 1 In HANGER < t : < 1 „ R-�JIr - ---- (J ; I I IS6UE REVISION DATE 1I0lR SEPARATE PeRMr. I I I I OF STBP- I l -- - W-9 1112" LVL I SwALPL �I EA�GH END I I r. _ I ,p I ;. I ` 1 WALL r, Lee I I SPACE I I - J 1 1 in - I-- - - Iry I ' I STEP Q n. X INDICATLt SMEAR WALL. 'AE. SGEOULE FOR ANCHOR BOLT SPACING FALL (_117 5/8 - - I ^ I - 11 FINAL CONST. 01.03.05 SPACING AND MOLD-OMA DS. "I I I L A 1 I - CORREC�PEI 04.07.05 In I I 2x10 -116'�" I ,n . L - - - AT 11 '-4" _b' TOP OF I I ry ®ADDENDUM 5 05.16.05 21 B.3 - - - - -Tn ( f )2X6 GRAWL5P E 1 -13'-01/2' I 1 1 1 I FOOTING I BAGKFILL I � I " I ------ OPENING FOR TOP OF le q I I DUMB WAI SHAFT; PIER (2)-q 1/1'L�/LOD �' 1 i GRAMLSPAGE _ - .....---------------- i 3'-o' 3'- ° CONCRETE ACC -55 OPENING , I g I I 40 _ TOP OF PI R1 E-130-21 (2•-6' X21-6m) 12' LPIr32 -------- ----------� ----- ------ --- REINFOl PIER AS •0 .'. -11-1'-e ') 1 I <_ I I AT 11'-4" PER 6754 1 2X10 TREATED RE• TUNNEL ATION PLAN LEDOM WITH TOP OF SLAB AT GARAGE 5/b"ND EXPANSION i0 ANCHOR AT 1'-6' FOOTING OPEh11NEY FOR r7FEP - - --� I " GRAWLSPAG � WAITER SHAFT: i Al OPENING :J'-CJ� X 3'-O' GONGRET 1 4 f J OPI • T OF Fell 1-13'.2"] ' t WALL f ' b 1 RE = CJl�o2 FOR i` 1, REI74FORGE PIER AS - ------ : :::---.__-_--.. ----- 12' LPIr32 STEP I f b PER 6/54,61 1 AT 11'-4' I I p1 SNEAK WALL SGHEI > LE RE. TUNNEL I FOUNDATION PLAN r '. 1 i 1 ' TOP of 5LAB AT GARAGE n I i v i 1 , f i I f -- f (5) Crawl Spaces: Crawl spaces accessible through an opening ! f ' ! ............. . -................. ................. ........ ................. not greater than twelve (12) J I ; t I b b STEP ' BUILDING # 6 In area with five feet square feet 13 �" 1 -i 1 _ ■ 11 (51) or less of ceiling helght, as 26`-q 1 13'-4• - MrtNLEVEL 3 � measured from the surface of FRnnmvcl'LAN the earth to the underside of 1 I I I 111111 ■ ■ � I T�"� S E structural floor members of the T _ ; floor/calling assembly above. I B U I L D I NCB #& F O U N D A T 16N PLAN m 25•-11 " 14'-1 1/2' 14•-I 11/2' 25'-"" gry7 �I 1 71 IF 1 O '-1" mNMI, 0 U _ ...... _..----_- . 1 2 3 4 5 1 - WOOD FRAMING NOTES . 7. HEADERS SHALL BE (3)-2X8 UNLESS NOTED OTHERWISE. ALL 11 . ALL EXTERIOR WALLS SHALL 13E CONSTRUCTED U51N6 2X6 14. REe ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR HEADERS SHALL BE BUILT OUT TO 5 1/2" (3 1/2") WIDTH BY STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL FRAMING DETAILS. 2004 42140 ARCHITECTURE; INC. ADDING PLYWOOD SPACERS AS REQUIRED. INFORMATION. EXTERIOR STUDS CAN BE SPACED 2'-0" FOR I. ALL WOOD FRAMING J015TS SHALL BE LPI/32 TYPE JOISTS AS WALLS SHORTER THAN 10'-013. STUDS SHALL BE SPACED 1 '-4" 15. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM MANUFACTURED BY LOV151ANA PACIFIC CORPORATION. ALTERNATES B. ALL COLUMNS SHALL BE (3)-2Xb UNLE55 NOTED OTHERWISE. FOR WALL SHORTER THAN 14'-0" AND TALLER THAN 10'-0'. FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY THE ENGINEER OF RECORD. A. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR 12. ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO MADE WITH 51MP50N STEEL PLATE CONNECTORS UNLESS NOTED 2. "L.V.L." INDICATES LAMINATED VENEER LUMBER BEAMS, AS MANUFACTURED BY NOTED COLUMN SIZES AS REQUIRED. OTHERWISE. RE ' 51 .62 FOR LOUISIANA PACIFIC CORPORATION. ALTERNATES SHALL HAVE THE SAME OR NOTES.NOE TER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL 10. BEA®LOCATIONS SHALL INTERIOR L NE UP HIT6H STULDS BELOWR JOISTS 13. R' ARCHITECTURAL ENINGS IN WOOD STUD HALLS. AND SIZE OF 6� 4EAR WALL SCHEDULE 3. Q INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED ON PLANS. 4. 0 INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON (k COLUMN AND PIER 4� COLUMN AND PIER CL COLUMN AND PIER CONCRETE WALL OR FOOTING BELOW OR IT 15 LABELED 13'-3" 14'-0" UP ONLY. 6 ' bXb 5. < > INDICATES TOP OF BEAM ELEVATION OR PLATE 1 ' 1/ is I II COLUMN 1 1 1 HEIGHT ELEVATION. b 6. INDICATES TOP OF 5TRUCTURAL FLOOR SHEATHING ELEVATION. 1 1 bXb bXb - r 1 i COLUMN COLUMN 8X14 �WJ Q !_ -- - &X14 9 '-5 1/2" '-8 1 06" Cll. COLUMN AND PIER � COLUMN AND PIER 41 COLUMN AND PIER F7 F904 -_ ry 14'-0" 13'-3' !`/"y. O 6X6 W F� 1 (2)-2X12 - - 2X12 N , 1 1 COLUMN 11 b AT I '-4" AT 1 '-O` 1`1 I/4" STEEL SADDLE WELDED TO STEEL 1 10 1 COLUMN 1 8X14 I COLUMN COLUMN - ^ FINN b b - - - - - - - 1� T5 14X4XI/2 ry LLI -O'-2 1/2' I I FRAME COLUMN X TOP OF i : : i i i ' 8X14 I I % (/� 1y I J PLYWOOD -8 1/2" ry tXV i V - - N 2X12 (2)-2X12 1/2" L.V.L. <-0-3 3/4"> I " STEEL SADDLE AT 1'-0" D AT I '-4" WEL EF14X4XI12 O EL TS 5X5XI/4 TS 4X4X1/4 GOL COLUMN UP; LUMN (5)-2X6 DN I FRAME COLUM II J ONLY _ l�J N I ! 1 I ry a 1 I I/4" STEEL I ry SADDLE " b TO BEAM TOP YWOOD 1 ry z \ I $ UP <-0-3 3/4`> (3)-9 I/2" LVL PL W O (4)-12" L.V.L. I J ONLY O 12" LPI/32 J I I Q TS 4X4XI14 AT I '-O' COLUMN ( L 1 l� 5 - Ifl I I ry 1/4° STEEL - - - 1 - - - - -- - - ----- - -- - - - I ? b � - - - --- -- -- - - -- ---- - -- ---- - -SA_DDLET�LVED- --- - - -- - - _ - -- - -- - __� -: I - --- - - -- - - 12" LPI/32 ry N I [,•�' i , D AT I'-4" 12" LPI/32 X ` Q I TO BEAM WEB )-9 I/2' LVL N ! - ' AT 2'-O" ry I I , I PROVIDE 1'-6" MIN. _ ; 3 (4)-12" L.V.L. "' OPENING FOR FLUE p - - _ 1 b I ,p SIMPSON PROVIDE I '-b° MIN. - -- jI f4)-12" L.V.L. HGUS 410 OPENING FOR FLUE J oart+FR/DFVeTaur:R (2)-12" LPI/32 HANGER I 12' LPI/32 AT ImNNNN4 EACH END I 1/4" STEEL SADDLE - 5 VAIL RESORTS 1 WELDED TO BEAM WEB 1 I - b I In N Q 12" LPI/32 DEVELOPMENT FIN 14 0 -O. U Q I X - 12" LPI/32 b AT 1 '-4" - TOP OF I - O LY . I ry AT 2'-O" ry COMPANY SHEAR WALL b PLYWOOp ry ' �" (4)-12° L.V.L. ' I ! \ % 1 ( ABOVE I I I S1MP50N I 3 Q AVON, COLARADO i ! l RE; ARCH. FO - UP I - b AB<•.Hlftif,T OF RFf.ORD - - (3)-12" LV,t- - LANDING - NL HGUS 410 EL TIO 121, LPI i I EANGERI f2T12" L. V4" STEEL SADDLES D , - - - _ UP ONLY WELDED TO BEAM WEB ■IN (2) SIMPSON MST 12 2X8 (2)-12" LPI/32 STRAPS (WRAP (2) SIMP50N M5I AT I'-4" T 4X4XI/4 O AT 1 '-4" AROUND LVL BEAM STRAPS (WRAP UMN 1 O._O.. I Da r, Cobrado TO STUDS ABOVE) - ! AROUND LVL BEAM ; N I 14 SHEAR WALL O ! TO STUDS ABOVE) 12" LPII (3)-2XIO "I OF ABOVE - AT 1'-4" = Pl WOOD 'b -. i _ A1A5nsR&Lnt.Ntrx p RE; A OR 1- 13)-12" LVL i DulcsnRUILTLCr 1 M) 2X4 ; ' 12" LPI/32 LANDING .- - = `_, ' --- ! _ - AN - - —eLeuA�IO--- - x)_12- LoL- - - - _ C HARTS HOWERTON A7 I�-4" n - - -- NcwxuaN, cwxoarc - - . N . � y D J ry I . 4 1 AT P-4" -- - - . .- - -- I (2) SIMPSON MST-72 "OPEN '. ! TS 4X4X 4 1 (2) SIMPSDN MST'72 i STRAPS (WRAP S RU(:Il.7AT. FINGINFFA N II i1 ; .6 i i I MONROL & NL•1VLLL LNGLVLIAb,NC COLUMN STRAPS (WRAP AROUND LVL BEAM IF - - - -- '; [ AROUND LVL BEAM e TO STUDS ABOVE) AN (;0LaLU)o b (4)- Xb (3)-2X10 12" LPI/32 TO STUDS ABOVE) ! B uricNAN�cAI.Fa.> c �uu.fvcml t; �1:' L.V.L ' i � COLUMN - kAT 1 '-4" ! I u-LEPIG1NL9F$LNC G rl+ .-. J AVON. COLDRADO UP AT 11-4d' — C� 2X4 . .- - _� ;J j Y cnm.i:lucrrt C QLUMN , E_ 1 VAIT, COr,e�It�xci.lNi. f\ R - - - - - -- - - --- - ' S PSON HU ;r-i` I Q. UP (2)-12' L.V.L. HANGER 9 ONLY f3)-2X4 UP SIMP��ON z OPEN I I 7 PROJEC MI1F.R 6281 b COLUMN HUS ; (2)-12" LVL (3)-2X4 '' 1\V II ONL ry 12" LPI/32 HANKER - - - --_ _ ' COLU MN --- - --- - i.i AT I'NNNN48B I 2)-12" L. ISSUE REVISION DA I'E III(4)-2X6 r!� Ifii ' `.:. COLUMN C: I q LY ' ; N : h 12' LPU32 - _. - . - - - _. _ _. _ .. 12' LPI/32 1 4 2X6 • LUMN A , AT r•-4- -- - P - -- - NLY TI -4 +X4 AT L_4.. O � . REVIEW 0 A " • , I 11 A S 01.03.05 �iARIN6 WALL ON — — — — _ . __ -_ --- - - - — — — — — - — - 6. 3 _ - - - -- --- - --- - — - ---- - - - 1 tEf.AST�tABfS �6 -� - _ ^ ' a : ; - - z._ HANGERN HU I i NS 040705 r! ry P ONRREM. O (2)-12" L .L - 3 ry ADDENDUM 5 OS.1G05 MAXIMUM SPACING -- 2X6 _ - ONLY [ ONLY 4 UP - - - - " - --- -- 4 I OLUMN (2)-12° L.V.L. ' ONLY - - - - ' 1 1 ; )-I L.V.L ' 12" LPI/32 J - I : 12" LPI/32 AT I '-4" L-4 BLOW ( ELEVATED -- -- -- INN TRUGTURAL SL 11 J ('{I ! I I Q (4)-2X6 IyEVATED SLAB IZ" LPI/$y O (CANTILEVER - BELOW AT 10-4' T ' T COLUMN T j OVER WALL) I : - 2Xb (5 -2X6 ' ! h1 r WALL - AT I' - - ----- - ! OPEN - GO_LUMK I-- - - --- - i �' FIN 2X4 AT P STEP - — —, _ _ _. — — - — - - STEP 1 -a - - - -- - - - - - - - - - (2 12' L.V.L. -- -- - - .- - - �>REGikSfi AG '$� - - - - -- - -- --- - ----- - ---- - — - -- -y CS / 1/2"1 . - [O O [2'--7 1/2") - I-- i 1 - IN..�. __ - - --- .: MUM BETl"IEEN ONLY ' I1I ( 2 L 2 2X4 AT I '-4" } - ELEVATED WALL BELOW AT 1'-4" 1 ELEVATE 5LA ' 1 BEARING WALL ON RUCTURAL SL 1 - WALL 1 _ (CANTILEVER 0 b 1 PRECAST SLAB (5'-6" EIELOH _ EIELOH b STEP + MAXIMUM SPACING b 2X6 OVER WALL) ' NA D BELO �i STUB WALL ABOVE 1 - ry BETWEEN WALL5) - AT I ' 4" i r HALL ELEVATED SLAB ELEVATED SLAB 1 - HALL Is [2'--1 I/2" [O O [2' 7 1/2") - I f I ALL STEM WALLS OVER •-� A IF I UNIT 6 PRECAST SLAB ARE b i j STEP ! b" THICK I 2X4 AT 1 '-4" WALL - 1 r �E i 1 1 b BEARING WALL ON f b STEP _ PRECAST SLAB W-N-b b 7 Q LL ABOVE 10'-2 1/2" � '2'-6" 11 '-2" 2'-b" I MAXIMUM SPACING STUB WALL 1 AjD BELOW BETWEEN WALLS) ELEVATED SLAB .D E EVATED SLAB WALL 4 V 13L'ILDINCY #6 26'-4 1/16" STEP MAIN L17YU3. = UNIT 5 I fv IRAMINGPLAIN m a BUILDING , 1�IAIN LEV L F: F, ,41„IING FLAN % 1 12'-6" II'-2" 2'-6' 10'-21/2" 8 I 1/4" 1'-O° a i 25'-11 " 14'-1 1/2" 14'-1 1/2" 25'-11 ° 0 OFF i Ni jU Vls O <q 1 2 3 4 5 un « c 1 0 N 2 � 0 SHEAR WALL SCHEDULE WOOD FRAMING NOTES: _ TYPE REQUIREMENTS FASTENERNPGATTERN BAND ATTACHMENT TOT BOARD BLOCKINSMM SILL ATTAGHMENTETO FLT TO FLOOR FOUNDATION ANCHOR BOLTS 0 200 42140 ARCHITECTURE, INC. (U.N.O. ON PLAN) ROOF OR FLOOR TO WALL PLATES FLOOR SHEATHING I . ALL WOOD FRAMING JOISTS SHALL BE LPI/32 TYPE JOISTS AS 12. ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE SHEATHING MANUFACTURED BY LOU151ANA PACIFIC CORPORATION. ALTERNATE5 MADE WITH SIMP50N STEEL PLATE CONNECTORS UNLESS NOTED (2)-LAYERS 5/8" SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE OTHERWISE. 2X6 STUDS AT GYPOSUM BOARD 1 V4" RIM BOARD (4)-IOd TOE-NAILS (2)-ROW5 Ibd 112" m X 6" REVIEWED BY THE ENGINEER OF RECORD. 1'-4" WITH ONE SIDE OF WALL OR I-JOIST WITH IOd AT EACH BLOCK NAILS AT 61 -N/A- -N/A- EXPAN51ON 13. RE: ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE OF 2X SILL PLATE WITH bd COOLER NAILS AT 3• ANCHOR 2. "L.V.L." INDICATES LAMINATED VENEER LUMBER BEAMS, AS MANUFACTURED BY ROUGH OPENINGS IN WOOD STUD WALLS. NAILS AT 9• AT AT 4'-O" LOU151ANA PACIFIC CORPORATION. ALTERNATES SHALL HAVE THE SAME OR 14 RE. ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR 2S0 BASE PLY AND 8d GREATER CAPACITY AS LISTED IN THE 5TRUCTURAL GENERAL ER NAILS AT 7 NOTES. FRAMING DETAILS. AT FACE PLY 3. Q INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED 15. ALL EXTERIOR WALL5 SHALL HAVE CONTINUOUS STUDS FROM 1 1/40 RIM BOARD OR ON PLANS. FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALL5). 2X6 STUDS AT 15/32• PLYWOOD I-JOIST WITH (2)-ROW5 IOd TOE NAILS (2)-ROWS Ibd V20 m X 10" 1'-4• WITH WITH IOd NAILS AT IOd NAILS AT 4• AT 2" OR SIMP50N NAILS AT 4" RE: PLAN RE: PLAN ANCHOR BOLT 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON II 16. OB INDICATES SHEAR WALL PER SCHEDULE. i 2X ILL PLATE 4" AT PANEL EDGES OFFSET ROWS 1/2" A35 CLIP AT 1'-4" AT I'-6" CONCRETE WALL OR FOOTING BELOW, OR IT 15 LABELED UP ONLI'/. 460 MINIMUM II 5. c > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. , ' SIMPSON MST60 SIMPSON H06A 6. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING I ' - - -- I 3X¢ STUDS AT 15/32' PLYWOOD 1 3/4• L.V.L. WITH SIMF` A35 CLIP d STRAP EACH END EACH END OF 3/4'0 X 10- ELEVATION. I 1-. : - -!_ - I C 1y 4" WITH WITH IOd NAILS AT (2)-ROW.5 10d NAILS AT 6" WITH 8d NAILS T 3" OF WALL U.N.O. WALL UNION. ON ANCHOR BOLT ' ' i Xb SILL 2" AT PANEL EDGES AT 3" OFFSET ROWS X 1 1/2" NAILS ON PLAN PLAN AT 1'-6" ' I 1 I PLATE I/2" MINIMUM I w 1. HEADERS SHALL BE (3)-2X8 UNLESS NOTED OTHERWISE ALL ; • I I 110 HEADERS SHALL BE BUILT OUT TO 5 1/2" (3 1/2") WIDTH BY ADDING PLYWOOD SPACERS AS REQUIRED. ' _ , ' - I SIMPSON LTP4 SIMPSON MST60 SIMPSON HDbA L 8. ALL COLUMNS SHALL BE (3)-2X6 UNLESS NOTED OTHEQQr�,,1I 3X6 STUDS AT 15/32• PLYWOOD (2)-1 3/40 L.V.L. WITH AT 6" WITH 16d (2)-ROWS Ibd STRAP EACH END EACH END OF 3/4•m X 10" " 1 UF 1 -4" WITH EACH FACE WITH (4)-ROWS 10d NAILS _ NAILS NAILS T 3" OF WALL U.N.O. WALL U.N.O. ON ANCHOR BOLT Z O 9 . WOOD COUMN5 SHALL BE GONTINUOUS FROM FLOOR - - LATEL AT PANEEL EDGES AT /2• MINIMUP4M (VERTICALLY � ON PLAN PLAN AT q" �TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TQ NOTED COLUMN SIZES A5 REQUIRED. ¢ 9'-b 1/2" 9 3/8' 9 9/16,1 q'-b 1/2`10. ® INDICATES INTERIOR BEARING WALLS. FLOOR JOIST�J : PI PANEL EDGE5 BACKED WITH FRAMM& C REQUIRED STUD THICKNESS. �) BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. , 2. AL Li P,LYJ'f101C PANELS SHALL BE APA RATED EXP 1 ATHINS i '' 1 3. RE: Y�'O_J.E °.� ON THE •GENERAL NOTES AND DETAIL hISHCOR TYPICAL HOLD-DOWN INSTALLA -DETAIL. 11 . ALL EXTERIOR WALLS SHALL BE CONSTRUGTED USING 2X6 1 4. EX F- O�SFJEAR WALL DENOTED BY STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL (2)-2X6 TRIM STUDS TUB STE Q 5. IN �OF-3X FRAMING, DOUBLE 2X STUDS GLUED AN NAILS WITH (2)-ROW5 Ibd NAILS AT - I W r � INFORMATION. EXTERIOR STUDS CAN BE SPACED 2'-0" FOR I (5)-5 I/2" L.V.L . SX5 1/4 Ib ' , 8• AY BE USED AS A GONTRAGTORS ALTERNATE ' ' ' - ' l ' WALLS SHORTER THAN 10'-O". STUDS SHALL BE SPACED 1 '-4" KING STUDS Op GO UMN + b. ALI WA TOP PLATES SHALL HAVE A MINIMUM 5PLIG�IJ I I-I OF 4'-0" WITH (Ib)-Ibd NAILS IN (2)� rl FOR WALL SHORTER THAN 14'-0" AND TALLER THAN 10'-0". (2) Xb -TRIM I --- - -- - - - - - - - - - -- - - - - : IO%47CtIZ - -_ __ _ -f- - Imo, ' --- - - -- -- V (I)-2X6 TRIM STUD - (2)-5 1120 L.V.L. +: (KING STUDS - . " _ I I i ' TS 5X5XI/4 COLUMN 1'nl� T.S. 14X4XI/2 I (2)-2X& TRIM STUDS W FRAME COLUMN �2)-2X6 TRIM STUDS _ _ _ J/4 5TFF1 J _-_ _ -_ 6 UP 5)-5 1/2" L.V.L. .. SADDLE I ONLY ' KING 5TUD5 _ : IO _ 4XIL UP ONLY , - _-- Q - / - I (1)-2X6 TRIM STULV / 1/4" STEEL 2)-5 1/2" L.V.L. I t\ SADDLE WELDED * STUDS O < a PREFABRICATED TRU55E�> TO COLUMN i I - T.S. 14X4XI/2 ! ABOVE (RE: 51 .63) FRAME COLUMN - - - - - - - - --- - --- - -- -- - ----- - - - - -- - - -- - - - -- ONL Q J (3)-2X101 l�V I ! OPEN I LOP X ONLY .. (4)-2X6 -- - (4)-2X(> FABRICATED TRUSSES m - r , OVLMF.UDF.VF7APF.R I i i COLUMN ICON ABOVE (RE: 51 .63) s - - 'F. I VAIL RESORTS UP _ W1OX22 <IO _i 3/a > __ - - -- - - -< - t-- _ - ! - - I I UP > ppp j ONLY 2 j ARING WALL ABOVE - Q ( ONLY DEVELOPMENT ¢QLUMN 2X4 BEARING X' 4 OPEN ry COMPANY WALL TO MAIN • i p AVON, COLORADO LEVEL FLOOR ARCHITPCrcM: RWORD N ' , - - - - -- - (4)-2X6 (4)-2X6 [3) 12 L: RE: ARCH COLUMN COLUMN - �� -- FOR LANDING _ -- - C . 3 - ! t1, ELEVATION - - _ _- -- - - - - - T2" LPr/921 AT I'-4 • WIOXa2 <IO'-I 3/4•> - - -- - I J*PA ,P1/32 <, - -- --- ------- -- - -- - - -- - II IN AT�'-4" BEARING WIiO}LL A I > ' i I TKfURE B i $ 2X4 BEARING 8 Drover, CoRxedo WALL TO MAIN G1MN SIMPSON (3)-2X10 LEVEL FLOOR AwriRFLANNu Up LS90 CLIP -- - - ! O MCI- - - - J - _ _. _.. RE: ARCH ! DESIGN QILCI - _J , - - - FORLANDIN6 - 2i1.V.L. - v -ELEVAT ON - - - - -- - - - - - - C HART HOWERTON v - - - - -- � .. r - - - _ _ - _ aV NLWYUBK, NL•WYORK IN :�1! _ 1a L /3a J W 5TA1_R _ _ %�NLY .b.T I '-4• - _ l.. �_ _. ._ _ i - -_ { MUCTURA7 WGINFFA J : - _ � - a/UNRUl: ANL•lGT•L.1?1GLVI•�7LSLVC 2X6 Z _ - I _ (3) 2 AVON. COUHUpD AT 1' 4• `-Q , -._ _ _ _ _. _ _ -__ __ - __ -__ _- t• - -� --- - - - _ - --- (3)-2X10 SIMP50N NF.CHAMCAI.£A.Rf.TR7CAI.F'VG7NF.F.R `• _ BEARING WALL ABOVE 1 r ---- L540 CLIP MLI:NGINI]]IS,LVC 0' 12" LPI/32 B I _ _ . . . _ - -. - . _ . .. - - I _ - - 0 AVOK, COLORADO Ir r V CONN FNGI.VF.FR • - - -- - - -- L - �` . ^ - Y ALPISB ENGINURLING,INC 0 li - ._ X b - .i VAIL CA7ARADU UP 3 t • _. ry ON Y --- - - --- , -- - - IIR "> --- - .._ _ . .__ - I+ STS AT I' 4" F I (2)-12 LVL - '} I _ Q .-. _ -__ -_ i-r - hi b J __ _ _ .- . _ _ IN _-_ .. �. _1 IV PRO]A(TN[ MBF.R 6285 . IN 07 - - - - O y -- - - --- - -- - O Q 1 -' ISSUE REVISION DA'Z'E - IN (2)-I2" LVL r - - BEARI WALLA (4)-2�}b . . . - - - - _ Q r I � U 11SL FINALCONST. 01.03-05 12" LPI/32 AT 18-4" COLL114 - _ _ - - - - - _ - - - _. , - Q L . 2X12 SIMPSON I ! - QP AN RR CTIONS (11.07.0 I - _ _ 4)-2X6 (4)-� m � , - - AT a'-o FiII :RANGE Y, - ''j _ - _ - - _ , COLUMN CoL )7MN = 8 . 3 - - - - - - - - - - - -- - a� - ! - NI ® AlllllNlll'M5 01. 16.05 (2)-12" LVL b �� _ - : IO'-4" ONLY i 2X12 I _ , OF OIL iol-4" AT 2 ; _ IV i - RLYWOOD F - _ -- . LVL O r ; OPE T = I _-i I2" LPI/32 -- - -- --- -- -_ _ n PLY .12° -L-MA52 , • - -- -- "J _ . . _ AT P-4" i I 2X4 N AT I'-O• _ - . _ . _ _ _ _ _ _ LUM 12. 41 /32 AT I '-4" 4- _ NONNI 3 ., (5 2X6 1 _ ' UP _)•_� UP �i= -_ - - -� _� -- - _ -_ - -F-'_ - - M HAN61�_ _ - ._AT12,_O. Xk2 -- ._ € GOL N 0-2X6 --- - - - - - --- - --- - - - AT--r-0 € i �ONL " ONL ! - - - __LUMN - ------- --- -- -- - .._ 1 a• -- _ _ --- - : . • (3)- I12 L.V.L. - - - - - - 12' LPI/32 UP - - - 7 - - _ - -- -- - _ . _ _ . - - - _ f _ T 2 AT I' 4• I H TGH 8X " J ' ONLY 12AXI2 O- • I PREFABRICATED BLOCKING - AX -12-"_LfNo?2 ATi1-0 J O PANEL DE5IGNED FOR 110 PLF I 2X12 AT BEAM LOW ROOF ' �- - -- lV - - - - -- - -- /1j(-\- --- - ! lV OPEN ! ' WITH SIMPSON A35 CLIP AT b" _ I - TO WALL PLATES. FASTEN AT 2'-0" - I I 1-y . ' � r ROOF SHEATHING TO BLOCKING F-Ir>- Ix PANELS WITH 8d NAILS AT a• - - - ' -' ' UPS ' 2X12 - 'r I GO UM GL.UMN j 2X12 ._ • I ' (3)-II I/4• LVL AT 2 :" ------- ------ -. __- ------ -- - I _-- - - i �-- - ---- - - - -- ONLY ! " - - 4 ° ROOF FRAMING NOTES : PREFABRICATED ROOF TRUSS NOTES: 4. SIMP90N H25 CLIP ANGLES SHALL BE INSTALLED AT ALL EXTERIOR WALL TRU55 BEARING LOCATIONS UNLESS NOTED ® 2004 42140 ARCHITECTURE, INC. I. ROOF SHEATHING 5/6" (40/20 SPAN RATING). 5TA66ER PANEL END JOINTS I . PREFABRICATED ROOF TRU55 LOAD5: OTHERWI5E ON ROOF DETAILS. AND FASTEN WITH IOd NAILS AT 6' MAXIMUM ALL EDGES AND 1 '-0' MAXIMUM LIVE LOADS AT TOP CHORD= 810#/FT2 5. DETAIL ALL PREFABRICATED TRUSSES TO BE ALIGNED WITH WALL OTHER SUPPORTS. DEAD LOADS AT TOP CHORD= 20#/FT2 STUDS BELOW. DEAD LOADS AT BOTTOM CHORD= 15t1/FT 2 2. RE: ARCHITECT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS NOTE: DEAD LOAD AT BOTTOM CHORD 15 5 P5F 6. TRU55 SUPPLIER TO CONFIRM ROOF AND CEILING 5LOPE5 AND 2X6 BLOCKING WITH NOT NOTED_ WHERE HEAVY TIMBER BEAMS ARE LOCATED CONFIGURATION WITH ARCHITECTURAL DRAWIN65 PRIOR TO (2)-1641 NAIL5 AT 3. ALL HEADERS SHALL BE (3)-2Xi0 UNLESS OTHERWISE NOTED. ALL WIND LOADS- SEE STRUCTURAL GENERAL NOTES. FABRICATION. RE. ARCHITECTURAL FOR TRUSS PROFILES. I '-O" TO WALL PLATES HEADERS SHALL BE BUILT OUT TO 5 1/2" OR 3 1/2" WIDTH BY ADDING STRESS INCREASES OR LOAD REDUCTIONS ARE NOT PERMITTED. PLYWOOD SHIMS AS REQUIRED. (CHECK SPECIAL ATTIC LIVE LOAD REQUIREMENTS) 1. RE: SHEET 51 .06 FOR GENERAL NOTES. _ 3/8" STEEL PLATE PARTY HALL WITH 2"m SCHEDULE 40 SHEATHING PER SHEAR 4. ALL HEADERS LONGER THAN b'-0" SHALL REQUIRE TWO TRIM 2. SHOP DRAWINGS SHALL BE SUPPLIED BY MANUFACTURER AND m PIPE WALL SCHEDULE STUDS AND TWO KING STUDS EACH SIDE UNLESS NOTED OTHERWISE, REVIEWED BY CONTRACTOR, ARCHITECT, AND STRUCTURAL N ENGINEER. PROVIDE (2)-2X12 OR 5. ALL JOIST HAN6ER5 SHALL BE SIMPSON LUP, WP OR LSSU TYPE 3. THE TRU95 SUPPLIER SHALL BE RE9PON51BLE FOR THE FOLLOWING _ 11 1/4" LVL AT EACH UNLESS OTHERWISE NOTED. ITEMS: � - BRACKET 6. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM A. EN&INEERIN6 OF ALL TRUSSES AND TRU95 TO TRU'U55 CONFECTIONS _ - --- -- ---_- 5/8" PLYWOOD SHEATHING SHALL USE SIMPSON PLATE CONNECTORS VNLE56 NOTED AND 5HOWIN6 OF ALL ON SHOP DRAWINGS. C �jt � � --- - -. PREFABRICATED TRUSS OTHERWISE ON DETAILS. ' B. DE516N AND SUPPLY OF ALL TRU55 BEARING RE ' "' I •ro2 FOR tllh (+) TH PLAN WITH SIMPSON + THA2g HANGER V J 7. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM PLACIN CONNECTORS AND HOLD DOWNS. SNEAK WALL SG EDULE W (b)-3/4"m THRV-BOLTS rTl G. PLACING OF TRUSSES TO ACCOMMODATE MECHANICAL rrl FLOOR TO ROOF (INCLUDING RAKE WALLS). I EQUIPMENT WITHOUT GUTTING TRUSSES. i � (� I i 8. ALL PREFABRICATED TRUSSES SHALL BE ALIGNED WITH WALL I I V STUDS BELOW. I I O q . < > INDICATES TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT. ' 9X18 CANTILEVERED OVER ' I WALL BAGKSPAN 8'-O" MIN. RE, 2151.63 FOR w laa� 10. SEE SHEET SI.Ob FOR GENERAL NOTES. (2)-11 1/4" LVL WITH SNOWOUAR0 BRACKETS SNOW FENCE VERTICAL RE` w I EQ. EQ. 2 INVERTED 51MP50N HU , RE: ARCH. FOR Ian ° SUPPORTS AT 2'-0" PLAN 'rl�ll I1 . RE: ARCHITECT FOR CHIMNEY SIZE5 AND LOCATIONS NOT NOTED 46 HANGER EACH END LOCATIONS 3° MAX. 12 - ON STRUCTURAL PLANS. 3°I 12. OVER FRAMING SHALL BE 2X6 MINIMUM AND SHALL BE POSTED II I/4" LVL SUB-FASCIA 2X12 LET-IN LEDGER /1 O / •, WITH (4)-1641 NAILS 2X12 LEDGER WITH rVVf jJ1 1�1 DOWN TO MAIN TRUSSES ON A GRID NOT TO EXCEED 4'-O' X 4'-0" (Ib FT2)I I, 3' S C T I ON 2 AT EACH STEP iS E C T ION 1 AT ROWS 1641 NAILS tv 13. ALL COLUMNS SHALL BE (3)-2X6 UNLESS OTHERWISE NOTED. ! 1/4 STEEL SADDLE Q AT 1 '-0" TO LET-IN �I WE OED TO COLUMN I LEDGER (n O Il '4" STEEL SADDL SIB 2X12 iNELDEO TO GOL N COLUMN 2X12 _ dj Qj 11/2" = 1'-0' 3/4' = I'-0" W IL PIN I AGH END T T 2'-O' I ATI2'-�' LL IN�EART MP50N - LSS V A AT O" W 111/4 LVL SUB-FASCIA i _ i b - - - - - _ — _ -- ED - I 51M N _- - - - m 1 3 51 " 1NVERTE O P50 O - , UlLVL H NI 1 O SIMP50N HU 0)-51MP50N L II 1/4" LVL ff5)-2X6 J b b \,�.• HANGER 5UB-FASCIA STUB COLUMN T5 5X5XI/4 SIMPSON y �/1 COLUMN HUS HANGER J 11 1/ SUB-FASCIA II 1/4' LVL SV - ASGIA W �1 J I • '- TS 5X5XI/4 W s 2X12 J COLUMN I I ' Q W Q _ 2X12 AT 2'-0 7 AT 2'-0` _ t I (5)-2X6 (2)-111/4" LVL I - ry � WITH SIMPSON 2X12 AT 2'-0' I i 77 COLUMN � 11 / V � LSSI/ HANGER WITH SIMPSON (2)1.2X12 IT 2'-O" - - _ .-- -- - - - - --- 12- - -_ IT - (2)-11 1/4" LVL WITH - - - � - - - - F - - - - - - - -- - - - - - 1 _ _ L55UHANGER WIYFI51 N X Now X Y` 2X1-2 AT I '-4" ! ryry L HA ER 51MP50N INVERTED HU ATI2'- 2X12 II 4 _ SIMPSON ( ' (3Jc1�' I HANGER EACH END O In __ __ _ _ O 2X 2'-O' b 2X12 FIU412 MAX. - - - - - - - - -- -- Y = (4)_2 11 I/4" LVL SUB FA5G1 Fay W ry HANGER - - - - - - - c)� STUB GOL 11 I/4" LVL 1� - - - -- - - - - - - AT 2'-O" �- EXTERIOR WALL ABOVE I 1 __vim V�z x T5 5X5XI/4 STUB I 2X1 SUB-FA501A ( II 1 ' LVL OU RI66E i - I , COLUMN GOLUM AT '-0' O FN HATE R IMPSON i _ s J ! I 51MF50N L5g0 CLIP b _ GIRDER T OVERFRAMIN}S SIMPSON Ji6115 ' - ' WELDED SA UMN p I f U.N.OjTMPIGAL HANGER NOTCH I I �. EACH EN J R000000 4T LVL I I/2" MAX. , _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ INV RTED 51MP50N Q (2)-11 1/4" LVL WITH 1/4" STEEL AT HANGER SEA ar r - J TS SXSXI/4 J - R N6ER INVERTED SIMPSON SADDLE 450# UPLIFT w , W I -'y SIMPSON COLUMN INVERTED 51 ry HANGER EACH END 28`•-0# DOWN _ - ~ $ I 2X12 ATI2'-O" Fill HANDER Q 0 EXTERIOR I = HU412 MAX. 0 LL 2X12 W K WALL ABOVE J HANGER _ - AT 2'-0' `fl I PREFABRICATED T r AT 1 '-4" H ~ i .} - -r. owH R/ F.vFILtPFR Q F F. D I WITH 2X12 OUTRIGGER - - Vry W 7 GIRDER TF2iJU VAIL RESORTS •6 AT 2'-0' - ' J { % X p p n © C2)-ll 1/4" L OUTRI Q b " s 3 w x iv DEVELOPMENT r , _ T - A onnnn,(2) 2X6- A 2 tj" I � j Q L � ! # UPLIFT Q 12 COMPANY BEARING WALL ' F # DOWN TO \ AVON, CO1ORAlJO W= 1234 PdF (4 5 I/2" LVL PREFABRICATED TRU55 ' HAND AT 2'012 OUTRIGGER ARCrrnrcroFRFC0Ro ( I I i/4" OU RIGGER - C . 3 - - --- - - - - - - - - - - GH MNEE�WALL - ©- — FA EXTERIOR WALL - - - - 9 Q A VE T SE5 UNDER CHIMNEYS © b _ ■ , IN RTED SIMP50N P=700# I I , _ - _- - _-- - -. L_. 1' OF I 5#/FOOTDOF«GH MNEY� HU ANGER , : U _ - - I - . - ._-.--- _--- \ WAL (RE. 10/54.62 FOR -- - - - -- - ""-. ._ - I _. (2) 2X6 EXTERIOR WALL - STONE VENEER If RE: ARCH 440TH 1/2" PLYWOOD RE: ARCH STONE GAP 3/4" PLYWOOD SHEATHING 0 VARIES L 4X4X3/8 WITH 2004 42140 ARCHITECTURE, INC. 5/8" 0 X 6" EPDXY TOP OF LEDGE ELEVATION A ANCHOR AT 2'-O" 2X6 EXTERIOR WALL RE: ARCH GAP 2X6 PARTY WALL WITH WITH SHEATHING PER 1 1/2" STONE a SHEATHING PER SHEAR = TOP OF WALL AT DOORS STONE VENEER SHEAR WALL SCHEDULE RE: ARCH FOR GROUT OVER 2X6 EXTERIOR WALL RE: ARCH WATERPROOFING 1 1/2" CONCRETE WALL SCHEDULE 2X8 TREATED LEDGER IXXX'-XX" WITH 1/2" PLYWOOD (2)-2X8 TREATED TOPPING OVER WITH 1/2"0 X b" EXPANSION RE: UNIT MAIN SHEATHING STONE VENEER PLATES WITH 1/2"0X WATER PROOFING LEVEL PLAN RE: ARCH. 10" ANGHOR BOLTS PER ARCH ANCHOR C ETE (4) 8d TOE-NAILS - AT I '-O` STONE VENEER 1 I/2" CONCRETE 1 1/2" GONGRETE 1 I/2" CONCRETE RE: ARCH. TOPPING TOPPING TOPPING n (2)-05 GONT AT EACH 5TUD L 4X4X3 1b WITH 3/4" 0 RE: PLAN 3/4" Tt6 THRU-BOLTS AT 1'-6" 2X4 AT I '-4" PLYWOOD OVER 6" WOOD HEADER — TOP OF RE: PLAN FLOOR FRAMING TO WOOD HEADER 6 BATTERED PIER WALL 2X4 BEVELED RE: PLAN RE: PLAN 1/20 X 4" LAG SCREWS PLYWOOD W1TH 1/2" PLYWOOD SLEEPERS RE: PLAN AT 2 -O TO WOOD TRIM SHEATHING TOP TOP O ' " PLYWOOD - Z PLYWOOD - 1/2"0 X 8" - - WATERPROOFING ` -. - - :. .-.. .. _- . ' •. (� RE: ARCH. FOR AqG-BOLT 2X4 CR055 BRACE SLOPE PLYWOOD • AND PROTECTION �jQZ [XX'-XX"] WITH (3) Ibd NAILS BOARD " Q ry _ . I I . b" 4" TOPPING Q ' EACH END AT 8'-0" 4 lY VERTICALLY EACH U' ry �a� DIRECTION = 05 AT I'-6" WWF•IN • SLAB WITH > - OOD TRIM FASTEN EACH JOIST HORIZONTAL I1 2" ISOLATION JOINT W �: q� (RE: ARCH) TO SILL PLATES WITH WOOD BEAM 5 VERTICAL T I '-b" 1' I I/4" RIM BOARD (b)-8d TOE NAILS RE: PLAN w EPDXY GROUT b` INTO SLAB r 1 TOP OF ° [XXX'-XX'. 1+ v HEADER WITH PER SHE A-35 FLOOR JOIST FLOOR JOIST �; FND. - i ` , /"I CLIP PER SHEAR RE: PLAN ,� 0 WALL SCHEDULE RE: PLAN pLgN _ y: _ loss SECTION 1 1 (2)-05 CONTINUOUS O RE WOOV PLAN o 0 � -- ' RIGID INSULATION � 3/4 10 L4X4X3/8" WITH SCOLUMNNCAP AND RE: ARCH. 004 1-1/4" RIM BOARD CONTINUOUS 3/4"0 EXPANSION GB COLUMN PER JOIST MANUFACTURER `F PRECAST FLAT SLAB Q O ANCHOR AT 2'-0" BASE WITH 51MP50N A-35 CLIP I�t 2X4 AT 1'-0" CHIMNEY _•5 RE. PLAN WALL WITH 1/2" PLYWOOD - 1 PER SHEAR WALL SCHEDULE EMBED PLATE SHEATHING (RE: ARCH FOR a 2X4 TREATED - Z BY PRECA5TER BATTER) PLATE WITH 1/2"0 � _ _ � 40g L 4X4X3/bX0'-b" O RE: ARCH FOR FIRE- _O L bX4X318 (LLV) ANCHOR BOLT - WITH 3/4" 0 THRU-BOLTS RE : I/5t.05 FOR A7 2'-0" - SECTION RATED WALL ASSEMBLY NIP AT 1 '-4" TO (2)-2X SOLID RE: 5/54b1 FOR HEADER LEDGER CONNECTION - ° • lV - BLOGKING AT FIREPLACE OPENING m \ [XXX'-XX"JT - _ PLATE WITH (2)-3/4'0 3/8" X 8" X O'-8" EMBED r ' n 14" R T I 05 AT I,_6., N • • • • • _ 3/4' = I'-O" t \�w�j .Vi 4 2 / CONCRETE OPP NG N CONCRETE PIER HORIZONTAL N TOP OF (RE: PLAN WITH (8)- ° mitt Q PLYWOOD 05 VERTICAL a (3) ' . 4 05 AT 10" - TIES AT 1 '-4" - _ - - 06 AT 1 '-4" :" VERTICAL - - - W (8)-05 X 12'-O" ° • • - VERTICAL SHADED AREAS DENOTE x FLOOR JOIST 6„ - ° 2" CLEAR 3/4x0 EXPANSION AING ` " UNDER SEPARATE RAT CONSTRUCTED IT A 06 AT I'-4" UNDER SEPARATE PERMIT r I RE: PLAN PARTY (RE: 4/54.ID v z1� TYPICAL AT 1 '-b" MINIMUM 6" FR M HORIZONTAL :� f F•+ 2 4 . - - - EDGE OF PIER 2X4 AT 1 '-4" CHIMNEY .' as - ° . WALL WITH 1124, O ° RE: PLAN FOR - - - a ° PLYWOOD SHEATHING '� •: 1�1 FOOTING - _ 2X4 BLOCKS EACH 0 O 4" 4" REINFORCEMENT _ _ - 0 0 O (XXX'-X") RE: ARCH. FOR SIDE OF JOISTS 5 X r I AT 2'-0" .I I ° k [XXX'-XX"] CHIMNEY BATTER - N ° RE: PLAN RE: PLAN STONE VENEER r M� 2X4 AT I '-O" BEARING WALL REINFORCE FOOTING K 4 v WITH o5 AT I '-b" EACH WAY 6" ' T.O. CRA441LSPACE Q al RE: ARCH.III 2X4 TREATED PLATE BAGKFILL T I O1� I / J ry WITH 112" 0 ANCHOR (XX'-XX") I f(� V h II (2)-Ib" LVL AT 3 - BOLTS AT 4'-0" 3/4' = I'-O' - II ill FIREPLACE OPENING ..,: L&X4X3 1B (LLV) WITH ° - :• AT TO L�LTF3EAM '-. i. (2)-2X10 LEDGER • 4 - _ PLYWOOD SHEATHING (WALLSIDE TREATED) ' RE: PLAN 1 - - a . ° - - SCHEDULE WHERE WOOD MANTLE 1"llTH 3/4"0 X 8" TOP OF PLYWOOD OWNF.R/DFVF7.OPFR EXPANSION ANCHORS I O - - • 4 INDICATED ON PLAN RE: ARCH. AT 1'-6" a I/2" ISOLATION VAIL RESORTS - - (4)-05 CONTINUOUS 2X6 INTERIOR BEARING 1/4" X b" STEEL PLATE - JOINT as BLOCK JOIST SPACE WALL ABOVE WITH 1/2"0 X 8" LAO-BOLTS I �" CONCRETE z DEVELOPMENT .1, SECTION 12 SOLID IO COLUMN T PPINLS TO MANTLE AT 1 '-6" - 4" SLAB ON GRADE 1� ,f7] �T LOCATIONS 2 1/4" CONCRETE TOPPING (WELO TO STONE , . WITH W.W.F. COMPANY Y K ON 3/4" TaG PLYWOOD VENEER SUPPORT ANGLE) _ _ , -- U* :v RE: PLAN 3/4" = 1'-O" J RE: PLAN 5UBFLOOR - '- RE: PLAN AVON, COLORADO U OVERFRAME HEARTH WITH --,v- _, • RE: PLAN 111 AT - ZL nRCHIIr. RF M IIIIIII 1 1/2" CONCRETE TOPPING SECTION a. . . -. . . ._<. :.- . . . .- . ... . . . _ .. . .. - Q POST RLOG�A ITION 2Xb. BLOCK LID cr ov ib PLAN WITH SLAB SLOPES ■ , �,I 5/4n 14..om F _1 A SIMP50N IUT —.a -+= •- ■ � ■— _ - I ,. I HANGERS F R FRAMING = - •p; °v. • 0•: ° • ' ° ° 0•: ° �i 1 1/2" CONCRETE PLAN Oo°.O Q•Oo°� Oo°.�.��Oo°.�° '� TOPPING RE �� r - s I III lV Denier. Gdaado <XX'-XX"> 10'-10 I/2" I I/4" RIM BOARD 1i L, - GRAWL� AGE 06 AT 1 '-4" X I '-0" ems7rie&1N.'N!R BLOCKING li' 'I BACK ILL - DESIGN AKCAOYL'Cr (RE, SHEAR WALL SCHEDULE FOR ATTACHMENT) �j (XXX'-XX") HART IHOWIRTON PLYWOOD SHEATHING �- .. ): NLWYOHK, NGWYORK PER SHEAR WALL : 2X6 BEARING WALL VVVVVVVVa STEEL BEAM (RE: PLAN) _ _ __ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ SCHEDULE WHERE L6X4X5A6 WITH (2)-1/2"0 X 6" FLOOR JOIST, RE: PLAN WITH 2X RIPPED TOP I I INDICATED ON PLAN LAG-BOLTS TO WOOD WITH 51MPSON ITT HANGER PLATE AND 1/2" 0 THRU-BOLTS - - - -- - - -- - - - - - - -- - - -- - - - - - - 2X6 TREATED PLATE STUDS EACH END ' ,.y; a ¢- a -' sL' &IN[ Ra LGI ME- AT 4'-0" (STAGGERED) j : i i WITH 1/2"0 ANCHOR - ` 'c` - • TRANSVERSE G.P. G.P. BOLT PER N � 3 4R 05 AT I '-4" NRx<ROLmNUw,.: : I:NCLUUac,INc t I I I LVL BEAM O - evoN, u�wlLwo E T I ON 1 SHEAR WALL SCHEDULE RE: PLAN s : s ` •f (4)-05 GONTINUOUS - - VR(FAnICAi. F7 FS•IRK:N.F?IC.mFFR STEEL BEAM IN FLOOR I4-L ll<G1ni1JL5,LUt ST ON ER f;= ' AVON, CALORADO 3/4• = 1 •-0., I t t I RE. ARCH I � . .r. s-a x� _ . - . I I I WHERE OCCURS jn CIVQ.FNGIVFF.R "INL' FNGIN1ARLNG,WI:. I I .5. IOX4X1 12 WITH t - - • • _ L6X4X3/8" Low ) RE: PLAN RE: PLAN I I 3/4" 0 X 2" I V4D, colna�,no P - - WITH 3/4'0 2X4 AT 1'-4" RE: ARCH. FOR CHIMNEY I I THREADED STUDS ' (3)-05 THIRD BOLT SECTION 1 GAP ABOVE AND ALL I I I - II - - _ ' I BATTERED WALL PRO fi(,"I' N[iMBF.R 6285 CHIMNEY DIMENSIONS i i AT 9" i _ _ICI CONTINUOUS AT 8" RE: ARCH I i I I I I (0 , I • -JL WITH 1/2" PLYWOOD t T5 4X4X3Ab AT I I I I I 3/4" I'-0" EACH CORNER RE: PLAN SHEATHING ISSUE REVISION DA"1'L•• I 1/4" STEEL BASE PLATE \ I WITH (2)-1/2"0 X 4" t S E C T I Ol V LAG-BOLTS I I I I - (3)-2X8 11 FiNALCONS"I'. 01 .03.05 I i ARC - BLOCKING QY PLAN REVIEW S Oi.07.05 t 3/4" = I '-O" 1 1/2" CONCRETE WAL i 3/4" PLYWOOD GAP I i t 1 / i i i i <XX'-XX"> G WITH SHEA ITH NGL FLOOR I I I I I t 3/4" SUB-FLOOR �! _ I '' j PER SHEAR WALL SHEATHING ADDENDUM 5 05.16.05 I I I I I 1 I [XXX'-X '] ' SCHEDULE I - I I I WITH %2�"0 X 6"LEDGER I LVL BEAN HoRlzoNrAL SECTION ANA �j EXPANSION ANCHOR NOTE- ICI _ I I - - - - - -- - - - - - -- - - - - - I AT 2'-O° LAP WALL 5HEATHING (2)-05 CONTINUOUS OVER RIM JOIST' SECTION 5 ` -- - - -- - - - - - - - - - - - - - -- - - - - - I 1 1/2" CONCRETE I TOP AND BOTTOM MINIMUM 1 '-0" TOP jl 1 I — - 3/8" i i TOPPING I/2" ISOLATION JOINT AND BOTTOM AT � - j I I EACH END I I FLOOR FRAMING 5FIEAR WALL$ = I I I I 3/4" = 1'-O" I I I I R6 PLAN PAVERS RE: LANDSCAPE - 2X4 AT 2'-O" BATTERED I I EACH END I I - -. - - - -_ . . 4" SLAB FOR PAVERS CHIMNEY WALL WITH Q I i i / i i I-JOIST 1/2" PLYWOOD SHEATHING I t I I 1 1/4" RIM BOARD RE: PLAN 05 AT 1'-b' —s — R ■ N O) SIMP50N A-35 CLIP SECTION G - G I I I GROUT b" INTO SLAB RIM BOARD TO WALL 1 1/2" = 1'-O" b° ° 1 II• I SLAB WITHOW.WI .FF.. a tfJ � SECTION 2 PER HEpSNUE ER WALL E C T I ON 1 I EMBED PLATE VARIES DRAIN BOARD � 0 RE: ARCH. 3/4" = 1--O" I I I I BY PREGASTER W ZQ i I 3/4" = 1'-O" i i T.S. 14X4X112 F I t I I [XXTUNNE • ' ' � � EXTERIOR IH EATHM6 CONCRE o2R•,-•. • . fib• RE: TUNNEL p PLAN � -- ' r � �„ - _ � : PER SHEAR WALL TOPPING �:• •: ", SCHEDULE ' � - L I '-2' i i i I -,- - s'. Y�, - .'." M= z -. y:. t FLOOR IV X I THREADED RODS - -_ - RE; PLAN I I/4" RIM BOARD I I WITH 4X4X3/8" FE t I fix•.. 4 y -. - - s- _ . . .. - o O N i i NUT AT EMBEDDED i _ BEARING PAD , d � - ` f g- y U NOTE: LAP WALL SHEATHING ! o• I I END BY PREGA5TER ' •:� _ �. s. ` OVER RIM JOIST MINIMUM lij Q` BUILDING #6 _ _ I t t E L4X4X3/8 X 0 ...e ' IR G DRINSUO AFIN& AND ,I o - `" "' _ 1'-0" TOP AND BOTTOM �A\ AT SHEAR WALLS D1iTAiIS �r RE: ARCH. SECTION A � J'-'-t MIN. 3/4" . n I t/2 1 I/2" i i SHIM 6 NON- i - 1/4 3/8" X b" X O'-b" - = 4 u i I I SHRINK GROUT I -•., INVERTED PRECAST o �+ EMBED PLATE WITH - , • $ '* + TEE BEAM 3/4" = 1'-O" RIM A-35 CLIP _ - RIM BOARD TO PLATES I s"s4 (2)-3/4"0 X 6" RE: SHEAR WALL SCHEDULE 0 3/4" X 51/2 X I '-8" - - e ° f2E+ PLAN e i BASE PLATE ' - _ 4 •. n �4 AT 4'-0" OI I FOR SPACING I-JOIST Y Is n u ° ° ANGE BARS AS REQUIRED ( SHADED AREAS DENOTE 2J0IST BLOCKING AT ' SECTION B - B E DE - STRUCTURE CONSTRUCTED _ r , TO I IN H A 0 0 _ UNDER SEPARATE PERMIT FRAME ELE�/ATION r SECTION 5 SECTION 3 N 4 , 8" CAST IN PLACE WALL �p S E G T I O N 10 WITH REINFORCEMENT PER 3/53.0 ° $ - V E C T I ON- r 3/4" = I'-O" 3/8 - � � 0 I O `�. 2X12 BLOCKING 12 ADDITIONAL GYPSUM FASTEN AN TO TOP REV ARCH. FOR cA WITH (4)-6d TOE-NAIL5 BAGKSPAN TO TOP CHORD O TO PLATES RE. ARCH BOARD LAYERS AND 5/EI- ROOF 16d NAILS AT I '-0" RE : PLAN FOR 'J' V WITH GLUE AND (2)-ROWS 2004 42140 ARCHITECTURE, INC. MOMENT APPLIED p�,lpp 12 UNDER-FRAME SOUND CONTROL SHEATHING TO TRU55 END t REQUIREMENTS SOFFIT AS EACH TRU551t5EaERiAT G11 I mo` H REQUIRED 26X CANTIILEVER LENGTH (OR 12 � P� ` s , FULL LENGTH OF TOP GHORDJ "Oa M A . = Y 2X12 BLOCKIN99 V PREFABRICATED _ TRUSS (RE: PLAN CLIP TO WALL PLATES • _ -- j_, . . ' PER SHEAR WALL LU SCHEDULE y 1 . _ y IN ARCH _ PREFAB = ' f - TRUSS, RE: PLAN 12 N SIMPSON H25 CLIP Ill op RE: ARCH W _ _ _ _ _ _ __ _ _ lr�, LVL SUB-FA56IA PREFABRICATED 2X6 STUB WALL - - - -- - - - - - �< �� - - - - -- - - -- SIMPSON H25 AT EACH TRUSS V TRV55, RE: PLAN 2X6 BLASTING E WITH SHEATHING En,4 2'-0" FASTEN SHEATHING INVERTED HANGER TO BLOCKING WITH L PROVIDE BEVELED BLOCK RE: PLAN BEVELED BLOCK NAILS AT 4" LVL OUTRIGGER (2)-2X6 WALLS WITH IF WALL STUDS CAN UNDER EACH OUTRIGGER FF�� O WHERE INDICATED &YP5UM SHEATHING NOT BE FULL HEIGHT Wi UNDER EACH LVL F•a LVL OUTRI&&ER EACH 2X12 BLOCKING ON PLAN PRE SHEAR WALL DUE TO LENGTH, WALL SIDE OF TRUSS GLUE AND SCHEDULE MAY BE SPLICED AT RE: ARCH FOR ALL CEILING LEVEL. CEILING SLOPES NAIL TO TOP CHORD OF PROVIDE 2X4 FLAT TRU55 WITH (3) ROWS OF Ibd 2X6 EXTERIOR WALL BLOGKING AT 2'-O" ~ n NAILS AT 11-O" AT PLATE LEVEL. v, r� WITH SHEATHING RE. ARCH. 2X6 EXTERIOR WALL ro GIRDER TRU55 40 WITH SHEATHING PER F1111114 tu SHEAR WALL SCHEDULE !^ (n AI''�9ID tIBLARI"I Tr�� 2X12 SUB-FASCIA WITH N)1 911111101 SECTION 12 SECTION (4.N.O. ENFLAW5 c r , N.N.O. ON PLAN) 1! V 3/4- = 1'-O" 3/4- = I'-0- SECTION 1 A u ROOF TRUSS _ _ w 2X6 BEARING WALL (RE, PLAN) SECTION 9 WITH (2)-BdKTOE-NAIL5 RE: ARCH. � M EACH SIDE TO RAFTERS 11/2' CONCRETE TOPPING 3/4-' = I'-0- AND (4)-E+d TOE-NAILS 12 r RE: ARCH FOR TO BEAM 12 2X12 5M-FASGIA WITH (4)-Ibd v RE: PLAN CHIMNEY BATTER END NAILS AT EACH RAKE JOIST lr=Avr= •JOIST AT SIMILAR b 6 (U.N.O. ON PLAN) C-QUAL EQUAL W O 1� RAKE J015T, RE: PLAN f•'� 2X4 AT 2'-0" CHIMNEY O - RE: 14/54.61 FOR WALL WITH 112" PLYWOOD CHIMNEY GAP SHEATHING SHEATH TRUSS ENDS - WITH 1/2- PLYWOOD ' 12 RE : ARCH ROOF RAFTER 51MP50N 2X12 FLOOR J015T (RE; PLAN) r > WITH 4)-E9d U HANGER E CONTINUOUS WITH SIMPSON ITT HANGER '{s - -� '' TOE-NAIL5 TO EACH RAKE JOIST TOP CHORD OWNF.a/DF.VF]IDPFA WITH (3) BEAM - 2X6 BLOCKING AT 1 '-4" RWOOD BEAM RE: ARCH. y2X1 5 OCKIN A_35 NAILS Ibd VAIL RESORTS WITH SIMP50N - WITH (2)-1/2"!•X12" CLIP PER SHEAR STEEL BEAM (RE. PLAN) - A-35 CLIP EA. WITH 2X RIPPED PLATE AND END UNDER LA& 5CREW5 TOP 2X12 BLOCKING WALL SCHEDULE DEVELOPMENT I/2" THRU-BOLTS AT 4'-O" t CHIMNEY AMP D BOTTOM 1/204P FULL-HE16HT RAKE WALL COMPANY STAGGERED a?'> WOOD BEAM (RE. ARCH TIMBER BEAM WITH SHEATHING PER SHEAR SECTION 13 � v FOR DABOVE AN BE TO WALL SCHEDULE BEAM ABOVE AND BELOW (RE: PLAN) AVON, COLORADO WITH (4)-1/2"m X EI- LA& AAT1/E F SLOPE OE BEAMS 3/4' 1' 0 _ - f SCREWS nacHlrrcroFarlxTan FASTEN FLOOR PREFABRICATED ; - E C T I ON ��*MCHrr[l 5HEATHINS, TO TRU55 WITH 51MP50N x STUB COLUMN AT SIMILAR LVL BEAM WITH H2.5 CLIP SHEATH - - 3/4- P-0"GLUE AND (2) TRUSS ENDS WITH 1/2- ROWS IOd NAILS PLYWOOD FASTENED AT 3" WITH 8d NAILS AT 6" 2X6 SHEAR WALL WITH 2X6 BEARING SECTION 2 SHEATHING PER SHEAR WALL 5/8" ROOF LVL RIDGE BEAM MMLIMNANNEX WALL SCHEDULE. RUN 5HEATHIN& RE: PLAN 3/4" - I'-0- MslG.\ MaIrLwr SHEATHING TO TOP OF LVL "D" (RE: ARCH) Ls X "D" MINIMUM HARTS HOWERTON NLW YORK, NEW YORK (2) 51MP50N M57`72 12 y } 12 STRAPS EACH END OF y. 12 SI MMTRAI.W6GI4FM SHEAR WALL ABOVE. RE: ARCH. i �, q� SIMPSON LS-GO CLIP FASTEN BACKSPAN MIMROL&NIMEU 14GIlNli1JkSI.%JC (WRAP AROUND LVL BE RE: /v�� r/-► T PREFABRICATED - AT EACH RAFTER 9 TRUSS CHORD t AVON. COLMADo !/ V I I ®N 1 O TRUSS, RE: PLAN WEBS WITH (2) ROWS 16d ARCH MRCHANIC.AI FI F.CMTCAI.F-NCvlh- a FASTEN FLOOR NAILS AT 6" SHEATHING TO LVL NLLN, COLORADO DRAG STRUT WITH GLUE 3/4" = I'-O" nvon, cowanoo AND IOd NAILS AT 3" iS • CWH. FW..NF.F.a 2X BLOCKING '�• ' • - AIPINc1NGWEL NG,ING LVL RIDGE BEAM '�� • VATT, CODMADO (RE: PLAN) WITH R6 PLAN SIMP50N HUG • _ - .: HAN6ER ROOF J015T (RE. PLAN) 2X4 FLAT BLOCKING PRO F.CT N[IMNF.R 6285 i WITH 51MP50N L55U AT SHEATHING ROOF J015T WITH I HANGERS LVL SUB-FASCIA PANEL EDGES SIMP50N L55U I 2X BLOCKING a3"12 ISSUE: REVISION DxIfE HANGER RE: PLAN - I _2X6 STUIB WALL % SIMPSON A-35 i 3 SLIP O b- I I 1 EACH TOENAIL AT ALIGN STUD5 W1TH i } i i � EACH JOIST AND 1 RAKE JOISTS I 11 FiNAT. CONST. 01.0305 PROVIDE (2) SIMP50N _ 7 I/2" BLOCK U , 1 MST72 STRAPS AT 12 ' W OC Q CORRI4 TIONS 04.07 05 2X6 SHEAR WALL i ENDS OF LVL BEAM ?�� 1 2X12 5UB-FA5GIA TIMBER BEAM OC a 1 _ PREFAB TRU55 PLAN RL'•V1t.3V RE: ARCH �: PLAN PER SCHEDULE TO COLUMNS BELOW RE= ARCH. H55�STS ON PLAN) i2 ADDENDUM 5 05. 16.05 (BEYOND) 1 ( 12 END NAIL EACH T I ON 14, I ,p ( ROOF JOIST. 2X12 BLOCKING 2X6 BEVELED STUDS ALIGNED RE: ARCH. WITH RAKE JOISTS 3/49 = 1'-O- POST DOWN TO MAIN I 2X6 EXTERIOR WALL TRUSSES ON A &RID S E T T ON WITH SHEATHING 5/E+" ROOF SHEATHING NOT TO EXCEED 1 _ 4'-O"X4'-O" AT OVER- 3/4- - I'-O` 2X12 BLOCKING FRAMED AREAS LVL SUB FASCIA (6)-6d TOE-NAIL5 i AT EACH RAFTER SECTION 3 1 12 —� RE: ARCH. SHEATH TRUSS ENDS 12 WITH 112" PLYWOOD - s Y� RE: BEVELED PLATE ARGH .Q 5/Et" PLYWOOD - '� _ ,' sr SHEATHING G.L. BEAM y O RE: PLAN E OD 4" PREFABRICATED RE: ARCH TRUSS BEYOND SIMPSON THA "x , 2X12 LAID - '_ HANGER AT EACH C 2X6 STUB WALL FLAT AT ng ,,:s > TRUSS _ - WITH 5HEATHING 12 VALLEY _ -; < r � � Nk PREFABRICATED 5/E+" ROOF b TRUSS RE: PLAN - _ ,,,• �1 f' f �s. �c 5 5HEATHIN6 PREFABRICATED TRUSS RE: PLAN j P' BUHDING #6 r4 DPTAIIS 2X BLOCKING i BEVEL CORNER 1 112 m 1 IMP50N U a BEVELED BLOCK i HANGER e ALIGNED WITH <.- f - v STUDS ABOVEa 3 GEILIN& SLOPES � r -� a- "- 21/2" I/4" STEEL SADDLE WITH �" -�-t - Q •''7 - RE. ARCH FOR ALL °s IN BACK 4" 4' LATH-BOLTS ? ? z 4 �^ WOOD HEADER THRU-BOLTS IN BEAM m y � Jr .. Rg = _ 6 RE : PLAN l= SECTION A - A 35 ' s RE: ARCH. 4 aF_ TOP CHORD BEARING o I 3/4- = 1'-0" z r 4 CEILING HT TRU55 (RE: PLAN)Y R `� yy TRV55 MANUFACTURER TO PROVIDE , ` VERTICAL WEB MEMBERS AT BEAM i HANGER LOCATIONS TO ACCOMMODATE HANGERS AND LOADS SHOWN v i° LVL BEAM RE: PLAN " o SECTION 15 SECTION H. SECTION 0 SECTION 4 1 2 rikkil6k 3 4 5 © 2004 42140 ARCHITECTURE, INC. 61 A362 13' -3" 14'-0" � 0 coldj�,�o 13/4 „ h G E. RANDAL JOHNSON o q FRAME COL gg 20 ti E PIER a I A362 H. I 63 n _ rC FRAME COL �— CONC. SLAB DE SLOPE DN 1 /4 "/FT w 33/4" TO SOUTH . INTEGRAL COLOR, BROOM FINISH TO MATCH SITE CONCRETE SIDEWALK & BANDS 2 SIM. 00 IN TUNNEL PACKAGE, TYP. 7" A535 I 8' -7 24' -OY2 2' - 5 - 6' Y2 4' -4" y4 r 4 0 GE 1 , fTl Is V o COVERED TERRACE r 13' -3y4' 7' -0)/2 " 2 J CONC. S B . Omf AgO SOOPH 1� , I `* K RE:MSTRUC. oI 0= 1 ^ O 1 10 D . 3 = — — ---- A007A — — — I I J2 K4 K COVERED TERRACE Lj� wo o K O i cx i I r -- — --- --- — -- — - -- O RIP ^1 0 � ' ,`L V l _ __ 1 1� ® FLOOR OUTLET I ' r P� V L I (COLRD. LOCATION I `O ` i ( P I A ,.y W/ I.D. CONSULTANT) w I I I I I MOMEENNT FRAME Aoo7A �.T� r , c�a i I I R I RE: STRUC. — — - D W 1 I 64 w 1 �� !� D_ 1 I I I K V C) L Q7 BEDROOM 2 FAMILY M 2 1 I l I � % o \ r+ � + PPPPPP tO `� a A905 FLOOR OUTLET O ♦ � � � � � ( ' (COORD. LOCATION a W/ I.D. CONSULTANT) �. O EEQp PP qq�� \ 1 —7y2„ REyIb1ECH CESS I I R I I I I 1 I 1 2. \\ 6 3 - 13/4 2 5 -5Y4 3s- 73 5 I -Opp 13' - 61/2 I 1 d A364 + CPT 1 FAMILY ROOM Q1 L " - -- - - - - - _ I BEDROOM 2 N M1 \ '- —� '' 2 O.H. �no� I -- - - - -- ------ i ® cZ> ADMB A004B All to o _ I A905 a - - - - --- - ---I WIN am � � � .r OWNWEIRVEWPER 3 i Q1 TI ILEA A007B WIN MEN SIR _ I I EQUIP�E CMCH VAIL RESORTS 1 1 ' -6" N BA� CPT ; I STAIR M 1 A811 I i I I CPT I DEVELOPMENT 4PI FLEX 1 i 1 0 31-5 i 1 M — 1 SPACE I M1 A0048 ® COMPANY A365 0 n 1 1 ® I I AVON, COLORADO on J N 0 STN 1 1 I 1 211111 WIN Artcxuecro2ttecoaD 1 — 1 I R ' TI TILE 01 C 1 p. sommoop N1 1 — 1 A007B 1 CPT A � 1 BATH 2 00 1 WD. — 1 A811 I M STAIR M 1 N 1 1 FLD( 1 1 Darner, Ca"„a" �' _ _ M1 I UP 19R M1 M1 I I SPACE 1 I BEDROOM 1 o LOWER I — 1 — I O N J A365 0 , ® I ENTRY ' — 1 1 STN 0 1001 % UNFINIS ECI� 1 1 0 DE4IGN AeCFRH3[T CL � � T.O. PLYWOOD SUBFLR I 1 — I HARTSHOWERTON T.O. PLYWOOD S FL C31 STORAGE EL.= - 13'-0 1 /2" NtwroxtcNU1vrox,c U -2y2• 2' -6" 5'- 2" 1 -7 EL.= - 12'-0 A0018 noto 1 MECHANICAL o I N1 Q1 A001A A901 Cott R I w0. 1 MoNaosnNEwsu� ups me B&D A511 40 i I UP 19 M1 SEE EAST UNIT FOR n AVON, COLORADO A366 EE(Q� IMECH CESS CP STN M ' i M1 M1 1 — LOWER ENTRY BEDRODOM 1 DIMENSIONS NOT SHOWN N_gL ELECT KALE RE: L g C V crp rsr.. ffiiGINPAR A003B = N o iv I CR A CESS CE I I TN �aot AVON,COLORADO M N T07 �— I T.O. PLYWOOD SUBFLR %U FINISHED INISH�� CPALENGINSER _ FACE OF CONC I _ a EL.= - 13 -0 1 /2" STORAGE T.O. PLYWOOD SUBFLR ALInNEENGAII�QJG,DiG 6. 3 I F A�2A -- 7 MECHANICAL 1 wto A001B EL. - 12'-0" B&D/A511 pop DUMBWAITER TO D b,t A901 � � , A001A 01 U PROJECTNUMBER: 209MOO <8> TILE 1 D 1 ' STN PTEQUIPkEACCF8H A366 o BATH 1 1 M t M Mt ISSUE REVISION DATE ® CRAWL SPACE — O A0038 n O T.O. ONC. 7' - 113/4 " ACCESS Tp7g Il FINAL CONST. 01.03.05 spossom N N1 J B to ADDENDUM 5 05.16.05 N EL - RE: 1 003 T07C ADD2� M Its nnaaaan DUMBWAITER .� � � FACE OF CONC D I - - FPP ' — T07D N N 1 I C r I— g • DASHED LINE OF I TILE A511 I 2'-3" 2'-0" 2' -0" I BUILDING ABV. BA7 1 � o ° � I T.O. CONC. SLAB O L II I EL = RE: 1 /A003 N1 N N L L 1 — A DASHED LINE OF I C N`� I ' BUILDING ABV. I I I I A511 i 1 PLAN NOTES: A361 1 I I J I 1 . REFER TO EXTERIOR ELEVATIONS A362 FOR WINDOW TAGS. UNIT A 1 1 [ 2. DIMENSIONS ARE TO FACE OF SIM. STUD OR TO CENTERLINE AS A362 O. H . A363 INDICATED. 3. 2X6 AND 2X4 WALL WIDTHS ARE 4'- 7}�2° 8'- 3Y2 " 5'-0" 4'-8" 3' -4" 2 '- 114 10 - 13/4 7" GRAPHICALLY INDICATED (U.N.O. ). if K UNIT A 4. REFER TO INTERIOR DWGS. FOR ALL 5J/2 I I I FIXTURES, APPLIANCES AND FINISHES. u 5. REFER TO SHEET A611 FOR WALL f") TYPES BUILDING 6 6. REFER TO SHEET A711 FOR DOOR 25 _ 11 ° 14'- ty2" 14'- ty2" 25 _ 11 » SCHEDULE. GARAGE LEVEL PLAN 80'- 1 ° GARAGE & TUNNEL PLANS RE: 1 /A003 Tt Lop 1 2 3 4 5 GARAGE LEVEL PLAN A161 —on AIPPOLDING 3 N TERRACMME: J OVVEERO12 SLOPED LIGHTW EGHT 161 2 3 4 5 @2004 42140 ARCHITECTURE, INC. CONCRETE SLAB a 3 to (�E CD(n 1N -3 /4 - - - - - - a —1- - - - - - - - - Rommel� ~p� 3 • E. RANDAL i ; A362 63 JONN� A521 — - - - •• — 111111 O - - - - - -I / 1 RRA E GLS�. b / RANDOM PATTERN SANDSTONE l/ I 1 I I OVER 1�!" SLOPED CONCRETE LIGHTWIEGHT rL PIER 3 It iy 1 a 1 a DECK 1 r - - - - - - - - - - - - � ' A,UR 1 1 1 !In 1 3 1 SIM. 1- 6 ' 4' -7" 4' AV 6 _2" 6' -9Y4" 6'-5 /4" 2 A362 O.H. 1 `•c%j^ K 1 V 3 % 4 TIT 1 lk m 1 SIM. . ♦ 1 ° O 1 N 1 w a 45 TIT TV It* 1 EMOMENT 1 a 1 GAS FOR FRAME 0 1 1 ♦ GRILL (RE: STRUC.) 1 1 ; a DECK 1 40 D .3 0 1 — ' — M1 1 1 1 K 1 k K — — !* - - - - - - - - - -� 1 m 1 rl A107A — — SIM_ — ' 1 O ti Miami r — RIP `O I 1 OPP. I FLOOR OUTLET 1 I, �♦ I It (COORD. LOCATION 1 I MASTER BEDROOM ♦ GAS FOR A535 W/ I.D. CONSULTANT) 1 i I Allo R MASTER BEDROOM ♦ GRILL ' ' 1 [�] •ft ♦ ^ W — 1 D 64 o L 10'-OY2" 1 I I M1 ♦ ♦ 7-OyF K �/ CA rt 1 I NOTE: JAMB ` V Cj o DINING ROOM LMNG ROOM 1 I I RETURNS TO BE I �' - - - ♦ oc t A1o� A,W _ 4�" TYP., U.O.N. — — , ^ O N -- I 1 FLOOR OUTLET Py- - - - r• O T R W( �/ I. D. LOCATION A110A CPT W/ I.D. CONSULTANT)A111A DASHED LINE OF CEILING I A364 2'-SY2" 3'-3 �4•' 4• -0 4" 2•- 10Y2 WD TILE RIDGE ABOVE, v7Y2.. 3 _ 2., NP LMNG ROOM DINING ROOM(RE: R.C.P.'S) ( t/M1 A111B i -- - I 1 4 - -- �' i N --- _ � ^ - - - - - - - - - CPT A905 C . 3 — — CPT At 1QA � — — — r O.H. OWNEIVDEVEIOPER \ \ ' N I A111A ICRO. ; VAIL RESORTS MASTER BATHROOM R 3' -5" - I \\ \ WD N1 1 I "", I TILE ° I DEVELOPMENT 2 1 i I FIXTURFOR&&(BATH I O N A111B M I COMPANY o TN A811 I I FINISHES, TYP. i M1 a I I AVON, COLORADO 1 I 1 - 7Y2 /`!� C AactnircrorRCCOw A365 I N MASTER BATHROOM I N 1 WD ICRO ■ �� ,I COW 1 WD N1 N A111 1 / / I ARwitECruRe n n KITCHEN 1 LINN TILE N REFER TO ID • 1 N1 ( c � 1 A,� W UUS EEF$$��R&& ATH I SEE EAST UNIT FOR o, I M1 ; u t6R MINSHES, TYP. I 1 1 ST DIMENSIONS NOT SHOWN o MASTER PLANNER GG STN P A112A 1 ( I DESIGNARCHIICT 00 K J KTCH�N°WEQ 11 OR I 1 I I 14 1 2 I NARTIHOWERTON & FINISHES, _r D ao N 1 MASTER CLOSET II I 1 1 A811 O 1 NEV7roauNewtoxtc DD A511 PANTRY ' N 19R A11z N1 TILE w0 1 H. A365 " REF. C BINET MAIN ENTRY ♦ .� - - - s1t1 - - - ... , N M1 I N LINE J 1 KITCHEN ^ MONROEn� •INC 1 A103 1 66 M M 2 `� — — —� uP t R 1 ao6 I AVON, COLORADO a MECNANICALEIECTRICALENG INFER A901 1 P I A112A CPT M ; STN — i M1 M-EENGINOM M STONE WAINSCOTT =N AVON,COLORADO LEDGE coo T.O. PLYWD. SUBFLR. 1 1 I I RE: ID ��pEWG�SE�F�OR J K EL.= 0'-0 — 1 1 BENCH R II MASTER CLOSET II 1 w0 1 & KFINISTiES, IYP. ALPINE Al UTILITY A,u I ' I � 4' -OY2 — — — Al 3A A113 9' -3Y2" I DIN 9R PANTY D A511 M ,,'/ 3' - 6Y4,. E M1 , a. — — r — — — — — r CABIN T REF. 1 PROJECT' NUMBER 20900.00 BREAKFAST ROOM I -n N �/4 Y2., Pj F ' FOR I ` SIP ' A366 REFER TO 2/A521 D _ _ _ M M 0 o FOR DIMENSIONS ® I A1os WD TN "I I A104A IMS. , & FI I E�' p E i BAY, SIM. T.O. WD. SILL ® A1038 A103A d P 1 2 MAIN ENTRY LEDGE WAINSCOTT ISSUE REVISION DATE " - - - - - - - - - - 1 1 A901 Afo3 11 FINAL CONST. 01.03.05 30"± A.F.F., TYP. N1 BENCH A113A 1 DE K ALONG NORTH WALL, M � � O PO ER � w D I � \ B to ADDENDUM 5 05.16.05 U.O.N. — — — — — a A. 3 ----- , w -- -- - - - -- l �A103C � T.O. PLYWD. SUBFLR.UTILITY E = 0'-0" BREAKFAST ROOM _ E E M A�os — I -- — ---� - J - - f42"OFF RWGSR FOR I UI N A103B TN WD 0 I o 1 = ENTRY PORCH SKI 1 _ 8 � A104A IMS. , & Fit, H $' A103A Q I I 1 Z Alm I CLOS 1 I K O K4 T.O. WD. SILL ® 1 ' 1 1 m RE: 1 /A521 FOR A102A 1 D In N 1 - - - - - - - - - - - I / i I A,oz 30"t A F.F., TYP. i K3 1 DIMS. THIS EA 1 ( — PO ER O I — M U.O.N.G NORTH WALL, 1 A a Ld A ABV. - ♦ - - - - - - - - - - - - - - - t42" AFF J 1 SKI m ,,'/ 71 Y ' 4'-y4" I I I 7 6 2 I ; LOSET I ENTRY PORCH z I 1 A521 SIM. to K I ; aoz A10 U7 I Alo1 = I O. H. 1 K3 Ia_ 1 PLAN NOTES: E CI 1 I J1 K2 1 . FOREWIT OW RR ELEVATIONS 1 DASHED LINE 1 1 ' ADV. 2. NSIpNg ARE Tp FACE pF " A361 OF ROOF A362 1 I ♦ I I U �$ TO CENTERLINE AS ABOVE, TYP. — - - - - - - - - - - - - - - - - � I DI AANto2 LL yy� 2' -OY4 ' 10'-2Y2" A362 SIM I I DASHED LINE 3 �cPHICALLY4INDIICATED°(U NAO RE: TO LANDSCAP'G O.H. K1 ABOVE,s FOR STONE WALKWAY EE EE pp LLLL I I —I — — — — — — — I 4. FIGURES AP PLRIANCESWANb FFOINISHES. r 1 UNR A UNIT A A363 5. EF�ES TO SHEET A61 1 FOR WALL BUILDING 6 25'- 11 " 14'- 1Y2" 14'- 1Y2" 25 - 11 ° 6. SCHEDULE. SHEET A71 1 FOR DOOR MAIN LEVEL PLAN 60'- 1 " I to I v i , 1' A162 MAIN LEVEL PLAN 1 /4 - , AFP02.DWG 1 uo N SEE MAIN LEVEL FLOOR PLAN 2 3 4 5 © 2004 42140 ARCHITECTURE, INC. FOR WINDOW DIMENSIONS NOT SHOWN ON SOUTH WALL THIS 1 ,x t` t /) _ LEVEL T' A361 A362 Ly f- DECK BELOW --�' , - O H. 362 \ 8' - 7Y " 4'-4" wj L _ i- : Q i �- DECK BELOW -,,, - w D .3 0 - - \ L, L I L� DASHED LINE OF W � ROOF ABOVE, TYP. ^/ � o FIREPLACE FLUE - \\\ ATTIC RE. 4/A905 % L I -1 w 64 7" ` : I OPEN TO O 3' - 6" / 6' -8Y2 � 3, _4„ ��L-j�rr tD o L LIVING GLOW OM z /i ATTIC/ - FIREPLACE FLUE I �T.1 O RE: 4/A905 I a Q2 ` M4 \ II / ` � I , O A364 7Y4,. 1 .-�j4 „ N1 N / %, \ LIVIPENR10 L I ?� 5' - 1034 " 5' -4A91 3 o O BELOW I fO - -- io o I K M 1 A811 BA� - ' Q2 � 4 oWNLn/DEVEL.ormc L - - ! ' ' N A206B N 1 %3'-s° 1 ' —s CLOSET 3A �" O 1 -- --- VAIL RESORTS ® I 1 M 1 1 06A Fm 1 CL�r A c — II ja.� N N, I DEVELOPMENT n N 1090 \....JJ 3 I VOMPI�NY o I A203A N 1 1 A 1 4 A81 1 0 H. N 1 M 1 AVON, COLORADO I �y 4'-9 1 1 Mt R 0 - - - - K o i _g3 A2o5B N 1 A2068 _ N - C , cg�j IN ARCHITECTOBRECORD All m 1 BATH 3 M 1 l -�J LOSET 48 1 O O CLOSET 3A Y*MCHR� 65 .N a ® i A206A 1 Ml A202B 1 r1 PT 1 I lmm ' cobvAb i I � • _ � 1 A206A 1 1 A203A � WD. � N ILE ° M1 1 i O O M1 A 1 N1 I p NIASIERPLANNER. A202A N1 1 DN R 1 1 DESIGN ARC}IffB4T N CPT I I 1 1 I HART HOWERTON CC % 411111111 A2058 �� ACCgSS A201A _ A204A I {` CLOD 4 J 1 1 BATH 3 I NEW VORLC NEW YORK Mcol L_ _j 3B '_51/2" CPT c�- I I 1 ® A365 �N Smucr "LENCu� I I M2 I MONROHANEWISIXENGAffi.4,INC Lo 1 N 1 I i AVON,COLORADO M I 1 WD 1 TI MECHANLCAL.ELECIRICALENGINIM A366 M 1 M-E ENGINL�S INC L 4' -gY2" 5' -4" 3' 4" M CLOSET 4A M 1 1 SEE EAST UNIT FOR AVON, C0I.ORADD - 1034 M 4' 9 I A20SA ON N1 N � I DIMENSIONS NOT SHOWN CPT A203B ALININEENG EERwc,Ex M4 M3 BED I A204A A202A CLOSET 36 I \ / I I VAiL CoLO1tAD0 M2 CPT ® L_V PROJECI' NUMBER- 20900.00 T.O. PLYWD. SUBFLR. M — 1 ! BEDROOM 3 T.O. PL D. SUBFLR. EL.= 10'-4 A.F.F. — — — A366 p EL.= 10' 4" 1 I ISSUE REVISION DATE L 11 FINAL CONST. -01.03.05 7 _7y2" 7, -OY4 „ BAY ROOF BELOW rR ADDENDUM 5 05.16.05 IN i R BEDS 4 3 BEDROOM 3 >4 A. 3 ' DASHED LINE OF CEILING --- o RIDGE ABOVE, 1 — — I �0 O N - - II 1 A531 - _ p I !-L 1 1 - - = - REF EE 7E tow lot -- - - - - -- _ ° 1 FORE WINSOWX TAGIS R ELEVATIONS 6: 1 -- -- I rg p E p �E pr) A361 1 - - - -- - - - - 2 INDIATN OACENTERIiNE ASF I 2' - 4Y2' A36 _ _ _ - - - __ - 3. 2Xg AND 2X4 Wq�L yyIDTHS A ° 17 - 7Y2 -_-- _ - GRAPHICALLY INDICATED (U. N .O� --- _ - EE pp GG pp LLLL 2 -- - I 4. FIGURES APPLRANGESWAND FFINISHES. 18' -0° FFE 5. WIS TO SHEET A611 FOR WALL M BUILDING 6 » 14 _ 1 14'_ ,1/ • 6. REF TQ SHEET A711 FOR DOOR UPPER LEVEL PLAN \ 25'- 11 X2" 2 a 25 - 11 " S H DULL. 80'- 1 " 0 1 UNIT A 2 3 SIM. 4 UNIT A X63 5 O H. E A163 UPPER LEVEL PLAN s 1 /4" c 1 '-0° AiP03.DWG N 1 2 3 4 5 © 2004 42140 ARCHITECTURE, INC. 1 1 y�p1E pF CO(p99oo '-0" 8'-2" 12 _53/4" 361 A362 12'-53/4 12'-53/4" 6'-7y2" 3'-6" - -� E. RANDAL 1 1 SNOW FENCE, TYP. SNOW FENCE, TYP. /" A362 63 a 3'-6" RE: DTLS. 3 & RE: DTLS. 3 & 4/A536 I 4/A536 DECK BELOW -- COPPER RAIN I / --- — --- j COPPER RAIN r ^ DIVERTER , I j DIVERTER Ii W - - - - - - - - - - - - - - -,I I O / DECK BELOW w ra I Q / c Q o D . 3 W 0 — � - - - � o 1 6: 12 — — — — — — — — — C V / N 1 A531 TYP. 0 6: 12 o F+� 1W1 A364 6: 12 5/A535 TYP. $ ARE SHIFTED ` D W OFF AXIS WITH =N I FIREPLACE BELOW. v �"� SEE SECTION DRAWING w e O 1 I FOR GENERAL PATH o W V.I.F. " DESCRIPTION. V.I.F. i 1 > H OVER-FRAMED w \ 1 /A531 TYP. !� 104 EXTERIOR GABLE \ 1w WALL 1 O ® I N I Q � 6: 12 ® I I t A364 o DASHED LINE j 1 I OF BUILDING I — - -- -- - -- -- ------ iI I CHIMNEY CAP WALL BELOW, RE: 5 A534 TYP. WOOD SHAKES, TYP. ( / ) oWNERInsvELOrEx / VAIL RESORTS jon I y tO CHIMNEY CAP DEVELOPMENT (RE: 1 /A537) I I I COMPANY o a COPPER CRICKET `� AVON COLORADO I (D I RIDGE: 29'-7" ARCLHTECCOFRECORD 1 RIDGE: 26' - 1 1 /2" I N : 65 " (0 N '-D" Dalrver, ColaatlR N i MASf6R17ANN� I & DESIGNARCIQIECT WOOD SHAKES, TYP. HARTIHOWERTON NEW YORK, NEW YORK RIDGE: 26'-0" 1 _-4 A365 STRUCTURAL ENGINEER 1 N i MONROEa NEWEILENGDR�1S INC AVON,COLORADO 66 -6 lil O) MECHANICAL EL ECTRICALENGNtEER U' WEENGINEEBS,INC O AVON, COI�RADO "1 ALPINE ENGINEERING,INC. (D VAII , COLDRADO 1 A531 TYP. _ o _ PROJECT' NUMBER: 20900.00 6: 12 6: 12 I 1 z (D I A366 p N ISSUE REVISION DATE i COPPER ROOF ® BAY WINDOW BELOW (RE: _0 0 11 FINAL CONST. 01.03.05 ELEVATION DRAWINGS) \ Nt tz ADDENDUM 1 01.12.05 6: 12 6: 12 I A ADDENDUM 2 01.19.05 -- - -�— I 1 /A531 TYP. to ADDENDUM 5 05.16.05 I 0 I COPPER ROOF ® BAY r` / WINDOW BELOW (RE: ELEVATION DRAWINGS) a ' 24'-7y" 1 ' 3y2" 11 '- y4" 2'-54' a i I I ROOF BELOW (RE: UPPER LEVEL PLAN) tn M 18'-3h _ t A362 I A361 I i NOTE: ALL ROOF RIDGE N " ' HEIGHTS ARE FROM EL= 0 -0 . h BUILDING 6 14'- 1 14'_ 11 " ROOF BELOW (RE: ROOF PLAN 25'- 11 " Y2 " 25'- 11 UPPER LEVEL PLAN) I Q i 3 80' - t " r 1 1 n 1 2 3 A3s2 ¢ A363 5 v 1 ROOF PLAN A164 UNIT A UNIT A /4" - 1 '-o" Lw-AR'.a"R N 1 2 3 4 5 1 © 2004 4214 , RE. INC. pF (F 10 61 A362 E. RANEIAL SOH , ON TIMBER BRACKETS (RE: EXT. ELEV'S.) BEAM D ------ hEO3 (RE: TRUC.) - - - ---- - - ---I - -- - - AVt❑[3 \� - A362 s3 STONE PIER — - - - - -- - -- -- - - --- - ----- -- TdcG CEILING, TYP. _ UNDERSIDE OF DECK ABOVE - _ _ __ _ (NOTE: 0 BRACKETS THIS St ) �- _ 1 0 I --- - — _ 2x8 DECORATIVE TIMBER - -- - -- -- - - - -- -- — -- -- - -- -- 0 -- --- --- -- - 0 i HEADER (TO ACCEPT - - - _ -- BRACKET) -- - - -- -- - ---- -- --- WD. BRACES (RE: EXT. -- ----- ---- ELEV'S.) - - - - --- - -- --- - -- -- - W D . 3 -- -- — $OF_F � - - - -- -. - D -- --- - ® FAMILY ROOM ® 10 *-on w S FF - -- - - - - — -- — y^16L N $� 6�T -- -- -- - Q V BEDROOM 2 t" 0 0 A O z ® i 9'-0" FAMILY ROOM 0 fO 7'- 11 " 12'-0" 1 ® a N 10'-0" �0 ® A � 1 SQFFI A364 a - 6 SEE OPPOSITE UNIT FOR ALL NOTES AND BEDROOM 2 -- — — - DIMENSIONS U . N .O. 9 '-0" 0 A - A FLEX EQ w °N SPACE A VAIL RESORTS ! EQ, EQ EQ o AT CEILING w ® fFI� a O � a°R 1o' -O"I a -6 I I DEVELOPMENT BATH 2 A ® LANDING COMPANY ® AVON, COLORADO 7OFFp1T w w a' –p" I Q — — — — o — AArtErACrorterdbAn EQ EQ FLEX ® BATH 2 8'-p" C 1 SPACE ® � � A3 CEILING w - $65 A 10' -0° ABOVE •_O p^ STAIR _F A LANDING-/ De gCawado o, BEDROOM 1 ,+I -- - O ® I O , 0 MASraA&etutme 9'-O" EQ, 4'-0" EQ. 1 '- "'O Q W* nFStcNAAamECt HART HOWERTON LOWER NEW YORK,NEW YORK ENTRY EQUAL EQUAL 0 ® ® 1 soot N A365 STRUCTURAL.ENG@1M M 9' -0° STORAGE A n Mo1VAOERNEwELL eNCtNE�t$INC 1 ADtO MECHANICAL I AvoN,cotonnm A366 BEDROOM 1 b, ��CA �CALENI � 0 10' –9 " sort ® M-E ENGMEW M i� 12 ' -O"t 9' -0„ AVON,COLORMO ALCMILENGRam INC. O O LOWER O . ENTRY vAE,coL,oAAOo 8' -0" �t BATH 1 ® STORAGE 9'–O" , PROJECT NUMBER 20900.00 o Or ® W 0 MECHANICAL A010 7 a• -p•• r°tt 10' -9" 0 X66 ISSUE REVISION DATE i ' -0"f 8'-O" i EQ. EQ. 12 11 FINAL CONST. 01.03.05 °i w m In A ADDENDUM 4 04.29.05 I N a.-0" J 5 B %A. 3 — — I I I 16 ADDENDUM 5 05.16.05 ® BATH 1 ® $RFOT o 0 8'-O^ O ; NOTES i i I i I UNIT A I I I UNIT A I F�I�XRTCUU�TYPgE /LOPACIFICATIONS, I22NFOLRLLMA1EJOAN AAUUEEII 1 17T05S RREE 1 1 1 1 F.FATO BOTTOM 116F1SRAMpINgGE. FROM A361 362 A36 A363 hNALL EXHAUSR TOINETTFIXTURE, U.O. N. RELLID OVE UU SS T CENTERED FIN SIPACEEU.b N BE BUILDING 6 25'- 11 " 14'- 1}y2" 14'- 1}Y2" 25'- 11 " GARAGE LEVEL SD _ , ^ REFLECTED CEILING PLAN le 1 2 3 4 5 j GARAGE LEVEL REFLECTED CEILING PLAN T BR-AR(bi.dwg A165 N --- 2 3 4 5 i© 2004 42 A CTURE, INC. 61 A362 1 I 1 I Ll 62 63 ` - I VJ I ii W I ! ® V H { I Z 11 '- 0 >4 II EQ. _ EQ. j II D. 3 — — — F IfN r7 O i 14' - 1 "f 1MAWR BEDROOM A ® w 64 Ano 0 — — — — D DINING ROOM LMNG ROOM 1 '—O" z j I A10B AtOY O t0 W FOR CEILING IN ° SCIFFIT THIS AREA - SEE 10 -0 ' O UPPER LEVEL m MASTER BEDROOM R.C. P. 'O I Ano 1 _ ` A364 8x8 WD. HEADER w 8'-O" =N (BTTM. TO ALIGN o O 0 LMNG ROOM DINING ROOM � J " A W/ DOOR HEADER, 2' - 10" Aia AfOE I — — --- -- 1 ' -8" '-10 TYP.) d tO _ w �f C . 3 — — O I BO ! O O 1 " °w EQ. E . EQ. EQ. f _ r I DEVELOPMENT r-o" r-o" o AoF fir p o o I COMPANY O O ' MSTR. BATH w 0 d 8x8 SOLID WD. �F61• AVON, COIARADO _ BEAMS, TYP. 9 ,_O — — — '` — ARCttnECrora2CORD A31 6 5 = I °e d I o w 1 -0" - � SOFFIT w Ld O J O O O C w z \ HOOD O O _g"(RE: INTERIORS) O ' "�9O O ® TYP.— , • N�ppT�E�� SR TO EgST UNIT FOR O \ O DBBVB., GBbradD o> ` IN COVE BAY, MSTR. BATH DTAIENSIONS AND NOTES MASTER CLOSET I — Attt O Mns16R�IAI�a, 8x8 WD. HEADER n KITCHEN TYPICAL o __ _ _ (BTTM. TO ALIGN ° d At07 w Ant % O `� � DffiIGNARCnnwr � 4x8 SOLID WD. d W/ TYP. DOOR O ) BEAM ® A ® HART NMY0MN ERTON HEADER) I PERIMETERS, 9' -O KITCHEN \ Newvoax NLwvow I TYP. a O A,m i O O 1 2'-O" w EQ. 6'-0" EQ. sraoclvRAL�cDISmI I 8 -0" 2'-0" \. n A365 MOMM&NEWEMENGDB&t INC 1 FFIT A I AvoN,c01ntuDo A366 A - O1 NHCHANICALP3ECMCALRNGD,13[FB[ � �- MAIN ENTRY O� i M-&CNGINRRR RX AVON,COLORADO i N A1W C[VD.BNGIN®R 00 = N " i \ M 9' —D I O O M2DW ENGFNEER G.INC. 9'–O" ® VAH, COLORADO I B . 3 — 2'-O" 4'-2 EQ.d`-0"— EQ. BREAKFAST ROOM I ® Afas MASTER CLOSET PROJECT NUMBER: 20900.00 j 12: 12 1 1 - 1 12: 12 I � i � A A Q 1 I 0 9. _ ,. E.Q. E.Q. EQ. EQ. UTILITY A l A366 Ana MAIN ENTRY ISSUE REVLSION DATE i. A 9' –O" \ A103 11 FINAL CONST. 01.03.05 POWDER N O At04 A rn A ADDENDUM 4 04.29.05 " SOFFIT m " — — — N 8 -0 9 -0" 8' -0 BREAKFAST ROOM I A fo ADDPNDUM 5 05.16.05 O O A106 n' H 1` ® UTILITY 0 0 IT Znv WO WALL SCONCE , _ SKI A113 j (TYP. TO 2) - — -- CLOSET A POW ` 0 (CEILING – SLOPES) A I _ SKI I - I CLOSET C ) I Alm I I - C A of \ -4 J > N9TE: 1 . REFER TO M/E/P DOCUMENTS FOR FIXTURE TYPES, LIGHT SPECIFICATIONS, CIRCUTING AND ADDITIONAL INFORMATION, 1 1 2. ALL CEILING HEIGHTS ARE FROM A361 A362 II F. F. TO BOTTOM OF FRAMING. f i 3. ALL EXHAUST FANS TO BE II CENTERED ON TOILET FIXTURE, U .O. N. UNIT A I 4 1 I 4, ALL LIGHT FIXTURES TO BE A362 CENTERED IN SPACE, U.O.N. UNIT 5. SEE ADJACENT UNIT FOR NOTES BUILDING 6 25 _ 11 • 14 y2" 14'- ty2" 25 _ 11 " AND DIMENSIONS NOT SHOWN. MAIN LEVEL UNIT A Bo' - 1 ' REFLECTED CEILING PLAN 1 2 3 4 A363 5 I I MAIN LEVEL REFLECTED CEILING PLAN i A166 1 1 /4" = 1 '-0" B6-ARCO2.Wy pI 1 61 2 A362 1 3 4 5 I© 2004 42140 ARCHITECTURE, INC. u G 7 ILL 0 CO(p �REA MECR h�P��c �q E �� E. RANDAL ROOFS FRAMPNGW/TYP. JO Ne N 20 OUTLINE OF ROOF J ABOVE, TYP. A362 6 I Fys A TIMBER RAFTER TAIL. TYP. -- - - - -- If t Emil - -1 I � O - -- ; j W �, to 16 7 c Ir 10X14 ti w 19' -8" 2' g" •' (1! I Q L`' 1OX14 SOL � � BEAM WD. WD. RIDGE BEAM I G w y ATTIC'TIC. , ' it I ® 1 W IN .00, f 6'_6. 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EQ. - - NEW YORK,NEWYORF.O O 37B �t °I ® O _ A365 srR&NEWELsN GDO ® 2'-2" NONROE VOK C .L COLORADO tS,7NC 1 8'-0" A NOTE: REFER TO EAST UNIT FOR --- --- f°°NCOJOBADO 66 8' _O» DIMENSIONS AND NOTES NOT _ - o� e�CHAMCAL"•"•-•-v-•• ENGWEER M-E ENGIN®'iRS,INC BEDROOM 4 SHOWN AVON, CDLORADO AtrE+E�cc.tNc VAD,COLORADo _ O O O O -_ opt 8'-0" 8' _O•, _y ® CLOSET 3B PROJECT NUMBER 20900.00 I ATTIC BEDROOM 3 ® 1 Nhk ;' I A366 ° X01 BEDROOM 4 1 ISSUE REVISION DATE ® � Y 11 FINAL CONET. 01.03.05 IN I IN is ADDENDUM 4 04.29.05 `I s 4 16 ADDENDUM 5 05.16.05 A 3 I I i I BEDROOM 3 \ \AfiTIC 0 � I 11 H \ ti IF i II , I — A A361 UNIT A A362 UNIT A NOTES FfxTCUUF R�IYPEgM/LEGPHTDSP 1EI T FpS IN 10 ADD TIONA� F T tJ 1 1 F.FATO &IWG HOF FRAMING. FROM LL A36 I A363 I 3 ALL EEXHAUST FAN TO gE Ct TERED OVER TOILET FIXTURE, FUJI » U . .N• GHT FI Eg TO BE BUILDING 6 R 25'- 11 14'- 1y2" 14'- 1y2" 25'- 1 1 " 4 q�� C1=N' TER � IN s � U.O.N . UPPER LEVEL $O•- 1 •• REFLECTED CEILING ' PLAN 1 2 3 4 5 2. V it to E UPPER LEVEL REFLECTED CEILING PLAN , 1 1 4" = t 9-0" 96-ARC03.d»p A161 N v V © 2004 42140 ARCHITECTURE, INC. pF CU(p9�oo E. RANDAL JOHNS ! 2`9 W ' Zo A wH � 1 2 3 4 5 � V I I I I I W Aw"' � x > U z STUCCO CHIMNEY W/ I I I I W O COPPER ROOF CAP hA (RE: 1 /A537) lO I I I I I NOTE: REFER TO ROOF PLAN FOR ROOF SLOPES & OWNEVDEVELOM I I RIDGE HEIGHTS I I VAIL RESORTS DEVELOPMENT T.O. MAIN RIDGE ; I I I i 1111ll _1.1l� IILIIIIII_II_IILLlL111_II1I1ll�1�� 11;, , 11111_�Il _I_1111 �11_1LIL� II�ILIILL1IILI I�_I�111_ COMPANY -1 ll-- 1 1_L1_iIl- II II I I I I �1 L_lIl -ILLIIIJ I I I I�ILI LI L'�I Iu�I 11 11 f I -I I AVON. COLORADO ORADO LlJ II LLl_L�L � j1�1�II —1 l ' 1J�ll_ L ..�j- I WOOD TRIM — TYP Aectstscromasco><D _ - _i1_I� 1L IJU 11 J1. 111Lll � 1Lll 1111111 i 11 _1Lll-- -1LIl .l1 lll�-ll_1ll11�_ll_ 1�1 ;1 i ! ' � J11i_l - tAJ i I WOOD SHAKES - TYP 1111J1111L1111 -_ll_LI.1 .1 JJ�I��L�- Ill _1LII1 lIl_ll _IIILI 1J I1JJI 111111 _ II _ 1�ll11_Illl_I I 1LI Lk -�1-- I 11 , 1_ l l J L 1J IEEE J1 I I Ell LJ_1-- J1_Ll ll �1 �L�J1 L_L_ 1_ j J_ 1i ll It-�_�_ L1_IL D'ma`. C°a°d° 1 1J11_ll_1-1_� i I �11I ' i U11.11_ 1_11LaJ�JJ_l I - -�i-J l>-_- I P.,NNER ' j1iJ111 i i_11ul�IJ_Lll---1llLlL 1L1_ l _ll WOOD FASCIA - TYP DESIGN ARCFHIECI 7 I I i I ' j I TIMBER BEAM ENDS - TYP HART I HOWERTON l ; i NEW YORK,NEW YORK I i II I • D S1RI7(.7VML EENGMMR A/ONROSak ON,C01 RADO 6RS,INC AVON,CAIARADO 1 `. r C O `. NECHANICAI.RILBCO ALENGINM TIMBER BEAMS � i I i � _ WOOD SIDING - TYP AVON,coInRADo (RE: STRUC.) I i I I I i I • AlrwsENc aC_COLORAW Z Lb Te I I ( I COPPER ROOF O BAY A UPPER LEVEL = EL + 10>-4" _ — A 3 PROjEGTNUMBER 20900.00 T.O. PLYWOOD SUBFLOOR ; ; ❑ I1 ISSUE REVISION DATE CURVED STONE VENEER -- �L LL j STUCCO -TYP i t FINAL CONST. 01.03.05 RETAINING WALL (RE: LAND.) i I tz ADDENDUM 1 , 01.1205 n MTL. GUARDRAIL MTL GUARDRAIL BEYOND A I I B O A (RE: LAND.) to ADDENDUM 5 05.16.05 i (RE: LAND.) 00 I li FINISH FLOOR \ / `O - IL 11 --- SEE CIVIL FOR GRADE d - =_ - — _ - = - - - - ELEVATION REFERENCES, TYP. F$17 MAIN LEVEL = EL 0>-0" - T.O. PLYWOOD SUBFLOOR EXHAUST - - I I GRILL I (RE: MECH.) FINISHED GRADE UNIT A (RE: CIVIL) UNIT A I i NOTE: REFER TO SHEET STONE WALL A751 & A752 FOR WINDOW (RE: LAND.) TYPES, SCHEDULE AND SILL & HEAD HEIGHTS. E I BUILDING 6 TYR All exterior vents, louvers , and other NORTH ELEVATION penetrations shall be painted a color which compliments the surround exterior material color. ' a " N NORTH ELEVATION /� AE 114" = 1 >-0" BELd" 3 © 2004 42140 ARCHITECTURE, INC. E. RANPC L JOHN A RC�\�� w V � 5 4 3 2 1 W 0 0004 A � po A O L33 E04 V ST CO CHIMNEY W/ Qt COPPER ROOF CAP EXPOSED CHIMNEY CAP I (RE! 1 /A537) I Fq�/1 fr•,4•i (RE: 5/A534) EX OUST LOUVER NOTE: REFER TO ROOF PLAN (R : MECH.) FOR ROOF SLOPES & O RIDGE HEIGHTS DECORATIVE F+� 0 ! I I I N I TIMBER TAIL A o I I I I I I °: _ _ — _ _ EL +29'-7" O rT=in I_��_1-L1 .L1-L-l❑ 1_I--I_I- I.1_ ❑ T.O. MAIN RIDGE r n l.J❑❑❑❑❑I I❑1❑ I_❑I 11 I I 1❑L v ! ❑❑11111❑❑.❑-11-❑ I❑LLJ - ❑� � � � I 1 ' I ❑ TIMBER: STURC� -- - - -� 11 L ❑ I II I I I ( I L-IL-LIL -ILLLLU MLtl_ J--Lt.L� 1 II ❑ -J _I-LI I- U- ❑.-❑ NOTE: MAJORITY OF EXPOSED i iH� i ILL ! L i TIMBERS TAILS ARE DECORATIVE. °t't'WDE"°O �JJ �� I I ' I FOR EACTUAL TT MBER BEAM WINGS VAIL RESORTS%i�i�I i1111❑ L I I �1 I❑❑� 1 I1 11 11 11 ! 11 ❑lJ❑111LjJ I LOCATIONS. DEVELOPMENT '4 WOOD SIDING, TYP. COMPANY AVON, COLORADO ARCHMICr OPRBOORD ❑❑ . ❑IL ARfa1ECTURE Ll ❑ WOOD TRIM- TYP MAMTRPLANNIM I ! DIM&W AROUTI[Wf R� O ❑ ❑ O ❑ R HART I HOWERTON NEWroMNEVY011IX T T T.O. PLYWOOD SUBFLOOR SMUCLUMLEMAM0l MONROE&NEWOL814MIM 6,UX I I - - ! 1 . AVON.COLORADO WALL SCONCE MECxANicm.ELfi,,-,• C•• ENCIINeM S M-E PldGLNffiCR,LNC 4A STUCCO AVON, COLORADO CMILENGENEER Do 0 O WD. GUARDRAIL & BALUSTERS DVAIL cmtoRADO m (RE: DTL. 6/A522) iD FLOOR PROJECT NUMBER 20900.00 I SEE CIVIL FOR GRADE F in ITI MIL GAS F.P. — — M ELEVATION REFERENCES, TYP. ISSUE REVISION DATE FLUE EXHAUST I ,l MAIN LEVEL = EL 0'-0" 11 FINAL CONST. 01.03.05 I — T.O. PLYWOOD SUBFLOOR tz ADDENDUM 1 '_01.12.05 to ADDBNDUM 5 05.16.05 _ — — STONE VENEER PIERS N N - - IF GARAGE LEVEL = EL — 12'—O" T.O. PLYWOOD SUBFLOOR STUCCO UNIT A UNIT A COPPER DOWNSPOUT(S) COPPER DOWNSPOUT(S) STONE RETAINING (TIE INTO STORM DRAIN, (TIE INTO STORM DRAIN, WALL BEYOND TYP.) NOTE: REFER TO SHEET TYP.) E (RE: TUNNEL CONSTUC. A751 & A752 FOR WINDOW PACKAGE) TYPES, SCHEDULE AND SILL 0 & HEAD HEIGHTS. BUILDING 6 SOUTH ELEVATION 3 N N SOUTH ELEVATION 0 1 A262 " 1 /4" = 1 '-0" 6ELd"R L c © 2004 42J40--.MZC tfffl ,jURE, WC. .: V Z o wa A � v� A to D.3 © C . 3 8 . 3 A. 3 p w A V I I I w EXHAUST OUTLET © NOTE: REFER TO ROOF PLAN � En (RE: MECH) FOR ROOF SLOPES V O I I I I a WOOD FASCIA EL +29'-7" C ! I I I j I �L T.O. MAIN RIDGE O TIMBER BEAM ENDS, I J L LJ f J J 1 J II LII lll I I I I I I I1I1 I I I I I r TYP. ALLII - -- 1L11-L1L l L U.111 _ -- WOOD SHAKES, TYP. Lil SNOW FENCE — I I I I I I I (RE: ROOF PLAN) -� - �IU VAIL RESORTS L I DEVELOPMENT i COMPANY l� I I I I I I ll I -lJ_J_L I UNIT BEYOND AVON, COLORADO WOOD SIDING- TYP __�_ --�-1-�L 11�-� �1�J-��- ll I _ - AncHrrE .-ra+EEmEo ,1 Ill li l P*mo I_� IectunE WOOD TRIM- TYP oenb.. caa.ao —LL�1 L�J -_ll�l L L 11J Ll� l� !l�ll__I1� uASYMR rlwr>sIe DESIGNARCHrtECf ,l UPPER LEVEL = EL + 10'-4" HART I HOWERTON KITCHEN EXHAUST GRILL T.O. PLYWOOD SUBFLOOR NMWYOMNEWYORK � (RE: MECH.) SMUCNRALINGR M6E STUCCO— TYP uONR08 k NBWMI].>$tGW�R EaC - --- AVON,COIARADO NECHA QM HLRCrAW nENGDQM ol F O F H EQ E0. I O 1 -- - u-VON,CO�s.we AVON,CO CIVE.MNGINMO[ _ - MAgI MENGMMMRgG.JNC VAH.,CGIARADO STONE VENEER - FINISH FLOOR _ SEE CIVIL FOR GRADE PROJECr NUMBER- 20900.00 ELEVATION REFERENCES, TYP. PIER. TIP. - — - _ - - - M _ 4 MAIN LEVEL = EL 0'-0" ISSUE REVISION DATE _ _ = I T.O. PLYWOOD SUBFLOOR _ - - STONE VENEER 11 FINAL CONST. 01.03.05 RETAINING WALL -- - - _ - - - (RE: LAND.) Qz ADDENDUM I OY:12.05 - - -- STUCCO - TYP A ADDENDUM 2 01.19.05 - = to ADDENDUM 5 05.16.05 (RE: 7)KETS 3/A53 DASHED UNE OF CONC. RETAIN'G WALL - (RE: STRUC.) BATHRM. EXHAUST(s) (RE: MECH.) GARAGE LEVEL = EL - 12'-0" UNIT A GAS METER (MAINTAIN T.O. PLYWOOD SUBFLOOR BOILER COMBUSTION I CRAWL SPACE CLEAR MIN. 4' TO BOILER AIR INTAKES NOTES: EXHAUST TERMINATION EXHAUST & INTAKE) (RE: MECH) 1 . PAINT ALL EXPOSED MECH. (RE: MECH) (RE: MECH) TERMINATIONS TO MATCH BOILER FLUE MAKE-UP AIR INTAKE ADJACENT WALL FINISH. EXHAUST (RE: MECH.) (RE: MECH.) 2. REFER TO SHEET A751 & A752 FOR WINDOW TYPES, SCHEDULE AND SILL & HEAD HEIGHTS. BUILDING 6 EAST ELEVATION I 1 EAST ELEVATION .0263 1 /4" = 1 '-0" aEL.tl"y © 2004 42140 ARCHITECTURE, INC. OF C0l�9�0 D E. RANDAL JOHN AkC�\��v V H A B C D w O I I I © W164 0 NOTE: REFER TO ROOF PLAN � FOR ROOF SLOPES z EL +29'-7" I I I a I O T.O. MAIN RIDGE - _ - - - _ - - _ / om BATHRM. EXHAU WOOD SHAKES, TYP. (RE: MECH.) a Lt �� l�J- -ll-lllLl1 C� TIMBER BEAM ENDS, TYP. ol I I I I-11i-L1 II 1_l1 LLB �u� SNOW FENCE -- - --- - -- - �L 1L —� owNmVnavmoeaR ilu J11L VAIL RESORTS WOOD FASCIA -�- -�- � � ILA I-� j DEVELOPMENT ' COPPER ROOF U 11L 1L Ll 11 1I_l �«� I UNIT BEYOND COMPANY COLOR JLL-11 � Li I I ARCIIITL+(T OPEEU7RD WOOD TRIM, TYP. ARwrtccruRt¢ WOOD SIDING, TYP. 0 , Cotaaaq _ J ��_- 1,T7 _ A UPPER LEVEL = EL + 10'-4" _ _ _ _ _ _ _ _ _ MASTERPIANNER T.O. PLYWOOD SUBFLOOR II II I IIIII � I' I KITCHEN EXHAUST GRILL WOOD GUARDRAIL & DE RGNARCl9r8C[ 1 LLL_J J�J�LI L1 (RE: MECH.) —�® BALUSTERS HART I HOWERTON II (RE: DTL. 6/A522) NfiV YOM NEW YOM STONE PIER sraucrumLmacwemc (RE: DTL. 2/A532) MONROE&NBWmL RNGwamIS,wC STONE WALL AVON. COLORADO (RE: LAND.) O H EQ. Q. F O F AdECHA uCALMACMCALENGw mn I J 1 M-aeNCweeas,wc AVON. COLORADO FINISH FLOOR CWMENGROM SEE CIVIL FOR GRADE _ _ _ _� VALL, COLORADO ELEVATION REFERENCES, TYP. _ - _ - - _ _ _ - - _ urwamvcDaamlwc,wc MAIN LEVEL — EL 0'-0" — - — _ _ —�" - _ _ PROJECT NUMBER: 20900.00 T.O. PLYWOOD SUBFLOOR = _ - - - — - - - ISSUE REVISION DATE - 11 FINAL CONST. 01.03.05 TIMBER BRACKETS -- - - i2 ADDENDUM 1 01.1205 — — A ADDENDUM 2 OL19.05 I _ tts— D _ ADDENDUM 5 05.16.05 DASHED LINE OF \ / D CONC. RETAIN'G WALL - BATHRM. EXHAUST(s) GARAGE LEVEL = EL — 12'-0" (RE: MECH.) T.O. PLYWOOD SUBFLOOR GAS METER (MAINTAIN UNIT A NOTES: CLEAR MIN. V TO BOILER EXHAUST & INTAKE) CRAWL SPACE BOILER COMBUSTION 1 . PAINT ALL EXPOSED MECH. (RE: MECH) EXHAUST TERMINATION AIR INTAKES TERMINATIONS TO MATCH (RE: MECH.) (RE: MECH.) ADJACENT WALL FINISH. BOILER FLUE EXHAUST MAKE—UP AIR INTAKE 2. REFER TO SHEET A751 & (RE: MECH.) (RE: MECH) A752 FOR WINDOW TYPES, SCHEDULE AND SILL & " BOULDER RETAINING WALL HEAD HEIGHTS. E (RE: CML) a BUILDING 6 WEST ELEVATION a- 1 WEST ELEVATION A264 s 1 /4" = 1 —D" ML.d"q © 2004 42 t TURE, INC. �� OF C 01 h E. R-N L JO�tfd. 7J 22. r J At D. 3 C. 3 B .3 A.3 (n 16'-6y2. 19'-712„ 7'- 1 o" i V � z o %, \ COPPER r 1 /A537) F�1 CAP (RE: I w Ent ENG. GIRDER TRUSS _. TRUSS (RE: STRUC.) �I I I 1 SIM. OVERFRAME OPP . HAND (RE: STRUC.)R � (RESTRUC.) ----- --- --- --- --- - RIDGE " f W W F~V w I 1 Wj > ROOF BEYOND GIRDER TR SS W (RE: STRUC.) 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Colorado 1 1 I I ONFIGU ON j I _ �/ - =�- MASTER MANNER 1 DECK 1 LM G ROOM 1 MAIN ENTRY 1 _ --- F - 2 SIM. 1 e,RR I a e,aT 1 1 -r- a = DffiIGN ARCH[fBCf i -o HART I HOWERTON � , 1 1 1 / R 1 NEW Nnwmwc OPI G 11 FINISH FLOOR ENGIMEER MONROE a°Nfi�W81 .RVC SEE CIVIL FOR GRADE wON, COfA)RADO ELEVATION REFERENCES, TYP. _ MAIN LEVEL = 0'-O" MecxnNHB�� DIRER -- --- -�-- - - - _ _ -_ - , � _ _ --- - = i— 1 - _- -- -- —� T.O. PLYWOOD SUBFLOOR cIVD.ENCwEFx IL 1 1 _ —, 1 I I L==III- I H I I-III=III © 2004 42140 ARCHITECTURE, INC. OF CO(p9q© E. RANDAL JOHINS J 2:a D . 3 C . 3 B .3 A. 3 16 A 19'-7}Z" 7'- 10" W © V H a \\ i COPPER CHIMNEY I A CAP (RE: DETAIL 1^ 1 /A537) ~ Q O - --- - 1 stM. w cd - A414 �/ O - OVERFRAME -n Z- : STRUC.) V V W r FIRE ' % V4 ! � 4 - - - - - - - - � - - - RIDGE ^ W 1.11J LI LaIJ L L -� I,l L LLJ1_ I ROOF V .=+26'-5" _� �1 '■ J u u 1 BEYOND z EL — — 1 L� L RIDGE BEYOND ROOF BEYOND 12 6F' ATTIC I I O ENG. ATTIC 1 \ 1 T RUSS - 1 1 { RIDGE LINE 1 (RE: RCP) I 1 4e % 0i OWNWDEMAVER 1 1 51M. SPRING LINEI BEYOND I I ATTIC ENG. A4 (RE: RCP) 1 1 VAIL RESORTS 12 1 _ I TRUSS DEVELOPMENT ( EXHAUST LOUVER JJI BATH 4 / 1 BEDROOM 4 { COMPANY (RE: MECH.) - ( I 1 ® I 1 AVON, COLORADO 1 I ■ \ 1 - 1 ,l nxcxrrecroraecow EL.=+ tt '-7 1 /2" T.O. PLATE — — ; — -- — — — /— — —i — — — — — — — — 1 — ----- I ---- — — — — — — — 1 � -- 1 _ UPPER LEVEL = + 10t-4" { RE: RCP 1 — T.O. PLYWOOD SUBFLOOR 0e . cohNub TUBE STEEL 1 1 RE: STRUC. --- - -- ---_-i I 1 MASrr PIANNEn { D6WGN ARCHD11LT 1 1 I I I I 1 I — - --- 1 -- �� HART I HOWERTON { { III BDRM. MSTR. BATH I I MSTR. CLST. URUIY A110 A111 A112 ; At13 - - _ ; O 116WYom Nwyo1x FINISH FLOOR SnUCnJRALENGRA R MONROR&NRWM ENGDERRS,M SEE CIVIL FOR GRADE AVON, COIAMDO _-- =111=111=1I = — — ELEVATION REFERENCES, TYP. INIMI MCALBLECIMCALeNGR4MIL 1 1 1 I _ II ! 111 !IIII�!1111111111 11111=1111j111111111!IIIII!II!�11j11111j11111j1 1 / AVON. COLORAW _ _� _—_— _—_� MAIN LEVEL = 0'-0" III=III=III=III-III=III=III=III=III III=III=III= 1 T.O. PLYWOOD SUBFLOOR ALMMEdGIIJ9MR41GR.IG 1 - 1 II-III=III-111=III=III III-III=III-III=III=III=III 1 a VAQ,COLORADO _ 1 " PROJECT NUMBER: 20900.00 - / 1 RUBS E L ISSUE REVISION DATE 1 1 1 - I GAS F .P. FLUE . 1 1 r 11 FINAL CONST. 01.03.05 1 '` - _ 1 EXHA ST W/ FAMILY ROOM FLEX SPACE MECHANICAL 1 GARAGE 1 1s ADDENDUM 2 %61.19.05 1 > I DECOF ATIVE ® ® Aall 1 = ICOPPE R COVE RE: TUNNEL CONSTRUCTION 16 ADDENDUM 5 05.16.05 1 1 1 PACKAGE = - 1 ----- ---- - — -- - 1 — — — GARAGE LEVEL = - 12'-0" = I-1 =II1=111=111 11=III=111=III=III' 11 — I I T.O. PLYWOOD SUBFLOOR - -III III III III=III III III III 111_111 III III=III-III-III-III- I TUNNEL LEVEL = - 13'-6" 'III, III=III III=III III III—I III 1=III 111 11 ml I !—III III III — — -- � — — — " III I 1—III—III—III—III �I1� EMI h�141• iii�M F"I — / T.O. CONC. 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