Loading...
HomeMy WebLinkAboutWest Day Subdivision Lot 3 Building 5 (5) C 2004 42140 ARCHITECTURE, INC. 1 2 3 4 I 10•� 3/4" 4'-3" 271"1 I/_2 I 4'-4 1/4' q'-O I/.2" 4'-4 I/4' 10--11112" L# 3'-5" dr v 3 4" 13'-3" 14'-O" q`-O' 6 14'�' 3 -4 110 RESIDENCE I 1 .5 I FOUNDATION WALL 1 4•" 05X O AT 1'-0' ` I -7 11" 2' 11' 3'-q" X 5'-4- X 10` t 3'-O' is ALTERNATE v RE. PLAN a SECTIONS PIER a COLUMN ER a GOLUMN5 PIER a COLUMN DEEP FOOTING WITH LEE{, ) FOR REMAINfNG WALL REINF. ( - (4)-e5 LONGITUDINAL I I I [ I I r 1 - _ a (b)-#5 TRANSVERSE I 1 " ' b I € «���y> :�= I _ Nom- -, �. Z .• _z I I I =ri q W Q 11! I I �rimixixi I • -2'f II" ;,;...- sY n - - - - - - (k PIER 71 ' -q- X 3--q-- X 10" II" ' I -- 1 (� ... : ..k.„. . DEEP FOOTING L - - J € <> : - - - ER I WITH (4)-#5 EACH - ------ r - , I Ib� ) - - - - - ;riff,... CONTRACTOR'S ALTERNATE. r.:N: ' WAY _ - EPDXY GROUT *5 X 3'-0` 6" INTO v - -------------- FOUNDATION WALL AT 8" HORIZONTAL - - - - _ _ - _ = _ -: - - _ _ ® -16'�) % 0 AT RESIDENCE WALL CONNECTION 1 - - - - 6 _ - I ':.I ry fQ _ rT� m 4' ill I 6 SLAB-ON GRADE ¢ PIER' - =i '• - - - - _ - WITH &X6 li X W2.1 �'-8 I/�' I 3/ In �i n n - - _ - : :: :< -J . . ;I I€ == . Y I 3'-q" X 5'-q'• X 10' I -[Bbl'-�"] 1 W_W_F REI ARCH. FOR W SECTION :< ~-.:::H: 4 - INA - GOLOR`REQUIREMENTS RAMS COLUMN GO O DEEP FOOTING WITH 1 �1' 8 Ill � '-�I 1/4" L I_- -J L:_- J 60 e5 LON&ITUD L [ F n I'-O' ( 16 ) (-Ib'fir) m a (6)-#5 T'RANSVER5E WOOD FRAMING NOTESz _ � 8 1 I Io / - - - - - � \ T. 0. 5LAB to � �j w 0 ' 4- SLAB-ON- I 543 r C-16' I 5 0 1. ALL WOOD FRAMING JOISTS SHALL BE LPI/32 TYPE JOISTS AS WITH 6X6 li K .I .! 1 I ry 1 k / \\~x \\ ' .5. 14X4XI/1 COL V MANUFACTURED BY LOUISIANA PACIFIC, CORPORATION. ALTERNATES �, W.W.F. REI ARCH. FOR N / HALL �] SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE - I COLOR REQUlREM NTS - - - - - - - - - t - - - - - - - / / \\ \ I-12' I/4"] - - - - - r REVIEWED BY THE ENGINEER OF RECORD. - - ------ _ - - - fi-- / -- - - - - -- .�- .r..l x...x.. : :. 2. "1" INDICATES LAMINATED VENEER LUMBER BEAMS. AS MANUFACTURED BY -II -11 I/.� .. .: ::: L D 3 1� / = HALL ` STEP � w LOUISIANA PACIFIC CORPORATION. ALTERNATES SHALL HAVE THE SAME OR I TOP OF =_ - - - - - - - - - - - - - - - - STEP h - !'••"1 GREATER CAPACITY AS L15TED IN THE STRUCTURAL ISENERAL - SLAB / _ /r' (-16'�') - _ I _ FOOTING I r - ME 0 ! 1 I I TS, 14X4XI/� NOTES. WALL STEP Y .5. 14X4X1/1 I =x I -�'-Or I I COLUMN I N C :. N:: U z 3. Q INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED [_L2•,2 1/-4,] rn COLUMN - I 8 I ON PLANS. ---I T ---�--�- J // FOOT I I T.5. 14X4XI/� I L ;"� PLYWOOD '� _ _ -_ - ^ - D - 5 EP __ L / T COLUMN � I :t 1: I I \�x ::::. ` sy I I I \ 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON _ I = -- CONCRETE WALL OR FOOTINIS BELOW. OR IT 15 LABELED UP ONLY. W. 0 - - - - - - - - h I 5. < > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. +•� / FOOTING I 0 -J I b. INDICATES TOP OF Sl'RUGT1yRAL FLOOR SHEATHING STEP I I I I -- - Imo" LPIr33 _ / ' in o• I " I I I �; (2)-12" LPI/'.#2 I I AT I ELEVATION. AT 1'-4•' In € 7. HEADERS SHALL BE (3)2X8 UNLESS NOTED OTHERWISE. ALL HEADERS SHALL BE BUILT OUT TO 5 1/1" (3 I/1") WIDTH BY ADDING PLYWOOD SPACERS AS REQUIRED. !n 0 Q T I I O _ :: - -------------- -L1: I .. 5. ALL COLUMNS SHALL BE C3) .2Xb UNLESS NOTED OTHERWISE. �- 0 .. :: I- ! I ' 12" LPI/l I I ry n1 I I 12' LPI/32 II '^ h - I I AT f'-4' AT I'-4' "' '-O" FOOTING t = oWN1:R/nrvl:l�)YI:R q. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR : :R I .5 €I r•; I I STEP TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO _ I I " I I =L.,.�__- - 3'-O" E ----FOOTING NOTED COLUMN 51ZES AS REQUIRED. ;p I I I 17'-q I NAIL RESORTS ID. BE®INDICATES INTERIOR LINE UPUPRIN67 WALLS. LDS BELOW. JOISTS I Q•-O 3/4 -- I TT 13'- 3/4r q r WITH )-` TOP AND = DEVELOPMENT I ----------------------­ 1 WALL STEP I Q - -•---�_=_=_ ------------ ------- --- -_:� - - - I ��, N D - 5 � ---- - - - I " LVL IN-LI E 5 ------------- J HD O1V11 A i I. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED U51NG�Xb I WITH SHEAR L r - ' I I �L. O STUD5. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL _ _ _ :.. INFORMATION. EXTERIOR STUDS CAN BE SPACED 2'-0" FOR = \ '<. \ STEP I I I I �.I , ' ___-------- _ _ - _ - C.3 AVON,COLORADO \ FOOTING ~ T- � .kk ry = `� `I N CD WALLS SHORTER THAN 10"i STUDS SHALL BE SPACED I -4 , \ _ \ I I 3I_7 3/,4r S MPSp HDI5 TS 4X4XI/4 I I ' _ -- - k STEP WALL AR CII[IECI OFRFLI)w) FOR WALL SHORTER THAN 14'-O" AND TALLeR THAN 10'-O". \ STEP BOTTOM 6X6 COL. , I - .� 51P BOTTOM In \+~ ST FOOTING I COLUMN '01 1 I � - - - SI HDI� :_ SAP 1.2. ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE _ ♦ 1 - - - - - J D - I n - - r I ;FOOTING 8x6 COL.I •'I FOOTINRS T NOTED T _ -- - - :T5 4X4XI/4 MADE WITH SIMP50N STEEL PLATE GONNEG ORS UNLE55 I { OTHERWISE. = -- - _ I - _ STEP BOTTOM I ---• �I COLUMN '� :;. 0 - - I LOCATION F - - I r - - - - I I OF FOOTING I u -�- r -�L 11 Ai1G7�QfEC11JIiE G I 13. -REI A;tCHITEGTU7RAL DRAW Nl FOR AND SIZE O C _ i - r1 ROIUGFi OPENIIVGra IN WOOD STUD WALLS. = t - - - " - - - - - - ; ,' - - I � ~w s -_ Denver,Colorado SIMPSON H 5 - - � IO>N �_ U hIO •�• �_ err k 14 51MP50N -- ON 6X6 I STE -ro1"I L I - - ' - f OF-1m thG-- - - --------------------- '•.I 14. REI ARCHITECTURAL DRAWIING5 FOR HANDRAIL AND STAIR HDSA I' �r -----�-- _ T 'I W-O" DEEP FOOTING I OF 00 IN15 °-_ ------- :_ _.?i Iv1Atif1'R 1'f ANM R FRAMING DETAILS. r; € a I - --- 111 I WITH (3)-#5 TOP AND €€ s - 1 " v - - - _ J IMPS J °°' �? 1 DIN�ICN M( n u'C r FOOTING I I :: : 0-. I 4 -b X 4-6 X I I - _ _ _ 15. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM STEP I :: I1 BOTTOM (C.ONTIhIJOUS) J + -m J I FOOTING WITH (5)-�5 - :li- - - �' } I FLOOR TO FLOOR OR FLOOR TO`ROOF (INGLUDINS-FL^KE WALLS). I: v: I I I - I X I I _L -rte. ;I W ON A k :< �- _ -. : : Y :. I EACH WA h . ••i ____ HART I HO I :.- { - : : t3- } :_ ,6" X 4'$" X I m wYOIUC,M wvc KK .. I I I :I - 3} I FOOTING WITH (5)-85 - I EACH WAY _ -,. . OF . . . . -�`_--.� --- ---------� .- 13 D TOP : n ;> :- 4' - tiw �Ix(xrultALr.NC:[NI'I.It FOUNDATION NOTES. I :n: _ : : _ _ Id l PLYWOOD h I I I<1 MDMZ(M:&NI:N7t11.1{NGIM'FILS INC 5 I I _ i-° - _ _ - ` 1N CI) (�7=1 LV� 9� LPI I I. DATUM ELEVATION O'-0" EC+a1JAL5 SITE ELEV. 8117'$ 5/8` USGS. -- _ _ I I _ - nauLM,1C711.r.1.t'cllz[cAI.FN(:INFFI( �_ 1 ;p I BELOW SHEAR WALL ABOVE r- 2. A I I I �) [XXX'-X"] INDICATES TOP OF FOUNDATION WALL ELEVATION. _ ' I= =___ I I _I - _r -------- - I I I •: Q E R►A 1fN[_-(3l1?ILS,INC If1 AV(NCLI ow�lx) :- _ I€I - - - I SIMPSON HU 3'-6'X3'-6-X6 DEEP N _. : ...... - ^I CIVIL EMANFYR 3. (XXX'-X') INDICATES TOP OF FOOTING ELEVATION. _ I : HANGER I CONCRETE P D r 1€I `, - -^------------------- I EACH END I�' WITH - 5- ++ Y I -16' WALL I A11'IM'. MANI-TRIK- IN X: ,u I _ T -------- -- _ 1 WALL .,.. I I d i- - ---F--, : I I = ? I (°..!') I STEP = I �`1 4. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS STEP I' v I X J- : --- XI _� FOR MEG' lit I TOP OF v , t)LC)Rntx) I 1- i REPORT. I 1r I = - ----------------------- -------- - �_.._ I - ___ _ � A[R C � � ------�.r-� ----L Yom.------------ �� �� 41 I GRAWLSPAGE � Il1 I I ;�= ;I p1 - ------------- --------- I 13ACKFILL I L -- I -< Y1� - -- I n , I __ ' PRO]ECT NUMBER 6285 5. CONTRACTOR SHALL PLACE (3)-05 VERTICALLY FULL HEIGHT OF :'_ I ' WALL AT HIGH SIDE OF ALL WALL STEPS HIGHER THAN 4'-D' IN = I I 4•'-O" -- �- --- ; ' _2XIO AT " I -. - I � I ADDITION TO WALL-REINFORCEMENT SHOWN OTHERWISE. n ' I I -q I/� I.�r t m . ..... . r • 5 � I•I 6. ALL FOOTINl55 IN C.RAWLSPAGES SHALL BE BACK FILLED WITH 12'-7 I/4' I , I � I ® •� � � ) I �'-� -13• Ir1- __ _ ' I �I _ �€I a 0 I%UE REVISION DATE � - GOMPACTED STRUCTURAL FILL TO THE TOP OF THE FOOTING - - T OF I I FOOTING- 8")� ---- - MINIMUM. UNLESS NOTED OTHERWISE ON PLANS OR SHOWN ON �`I I: .............-- __ <'>` " I- - STEP L AT I'-4- - ---- - 10 CONST DOC 10-255-04 15' I • :. _ PL WOOD r: I 1 .:.. -------------------- SECTIONS. I .;.> € I I I -Ib� OO.TIN6 I �. ._ � :F' -IZ" LVL I --------�------_ -----------•--------1--= - ». - TOP OF STET.--- I P FINAL CONST. OL03.05 I � 7. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB OR AT TOP OF a I CRAWLSPAGE - /8 XPANSlO I I I I >< ` x EDEaE� WITH I I I II REVIEW PLYWOOD FLOOR SHEATHINEa. l��►GICFILL :v /'1 �'1 a _J I PLAN 5 I I HQR T 72 1.-4- - 8. FOOTINEs ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO FOOTI I II CORRECTIONS ��� BE LOWERED DUE TO 501E CONDITIONS. VERIFY CHANGES WITH ?I STEP E T P '- FOOTING ©ADDENDUM 01516 05 STRUCTURAL ENGINEER. w = :::::: ...M . T P g . ._ 5� �� _ - - - g or q. PLACE SLAB ON GRADE ON STRUCTURAL COMPACTED FILL OR LV / - NATURAL GRADE AS OUTLINED IN SOILS-REPORT. - _ - - - - 1 1 °- .n PIE OPENING F i INF I ' ry " CRE � . • � L STEP x � - - - :<�• - 4 TH I DUMB WAI ER AFT :.. :::; :.:::: 10. UNLESS OTHERWISE NOTED ALL SLAB ON cSRADES ARE IGK I: , _ `- I SPACE _ ,,: ;;n : : :... PER 6 .5 ) - - A.7 WITH 6X6 W2.I X W2.1 WELDED WIRE FABRIC. I I ? 3' O' K 3' O" CONCRETE ACCE OPE NG I i : ___ ___ ::.... . I 11. PROVIDE CONTROL JOINTS OR CONSTRUCTION JOINTS AS SHOWN 0 I; -':- I Imo" LP1/3. <`>' -_-__ _ - --------- ---:- _ TOP OF PI -15'--2' ) --------------------------J !:L/_ - - :::-. ON FOUNDATION PLAN. MAXIMUM SIZE OF EACH AREA SHALL NOT ' I I I AT 1'-4" `• 1 T.O. PIER?C EXCEED 225 FT? � I >= I REI TUNNEL FOUNDATION PLAN I 1 Q. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS TOP OF SLA AT GARAGE WITH ARCHITECTURAL DRAININ&S. 15. CENTER F TINES UNDER WALLS AND COLUMNS UNLESS - _ : I t DIMENSIONED OTHERWISE ON FOUNDATION PLAN. A -° --- �............ - ----- - 14. REFER TO ARCHITECTURAL DRAWlN�yS FOR STAIR FRAMING DETAIL UNIT AND LANDING SLAB ELEVATIONS. WALL _ 114L. ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER STEP r I 5 n ARCHITECTURAL LANDSCAPE PLANS DETAILS AND ELEVATIONS. I i I�.._________�---.--•-_..�----------- �� `" SITE WALLS SHALL NOT BE GONNEGTED TO THE BUILDING UNLESS 5 it NOTED OTHERWISE. € - --------------- ------ INDICATES CONCRETE WALL a FOOTINCPS CONSTRUCTED UNDER I I I t "_4] > I -0. ---------.............................................--.--...._................. SEPARATE PERMIT. -- -- 14'-3 I/�' .O INDICATES SHEAR WALL. RE. SCHEDULE FOR ANCHOR BOLT SPACING ' 9E •a SPACING AND HOLD-DOWNDS. t T 5UILDING #5 GARAGE 1___ � VE L F RAt'-1 I NCB �� -- "r � �- ,� - ■ Q BUILDING '•.V GARAGE LEVEL FRAMING AND FOUNDATION PLAN AND FOUNDATION f'L Al l I � � � • .� I I I •��- E (5) Crawl Spaces: Crawl spaces r accessible through an opening I C not greater than twelve (12) 1/1" 00 CM square feet In area, with five five feet {5') or less of ceiling height, as o measured from the surface of I 66'-7 1/1" v the earth to the underside of � structural door members of the s fll,000 icing assembly above. 1 2 3 4 ® 2004 42140 ARCHITECTURE, INC. ROOF FRAI"iIN(S NOTES: I I. ROOF SHEATHING 5/b" (40/20 5PAN RATING). STAGGER PANEL END JOINTS I I ! AND FASTEN WITH IOd NAILS AT 6" MAXIMUM ALL EDGE5 AND 1'-0" MAXIMUM I 1 OTHER '5UPPORT5. 2. RE: ARCHITECT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS NOT NOTED. I I k 6 1 3. ALL HEADERS 5HALL BE (3)-2X10 UNLESS OTHERWISE NOTED. ALL f HEADERS SHALL BE BUILT OUT TO 5 112" OR 3 1/2" WIDTH BY ADDING GbLUMN AND PIER III COLUMN AND PIER CL COLUMN AND PIER ! , 6X6 PLYWOOD SHIMS AS REQUIRED. I 13_3•' 14'-0" COLUMN N^� 1 4. ALL HEADERS LONGER THAN 6'-0" 5HALL REQUIRE TWO TRIM 5TUD5 AND TWIG KIN& STUD5 EACH SIDE UNLE55 NOTED OTHERWISE. i I , r bXb - - - - 6X6 COL - 6 1 I (2)-2X12 - COLUMN COLUMN 5. ALL J015T HANGERS SHALL BE SIMPSON LUP, WP OR LSSU TYPE - UNLESS OTHERWISE NOTED. 6. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM 5 _ CO - - 5HALL SIMP50N PLATE CONNECTORS UNLE55 NOTED I I COLUMN I C2)-2X12 U15 V OTHERWISE ON DETAILS. 7. ALL EXTERIOR WALL5 SHALL HAVE CONTINUOUS STUD5 FROM 6X6 6X6 !; ! -. �••"1 FLOOR TO ROOF (INGLUDING RAKE WALLS). _ - COLUMN - - COLUMN v (2)-2X12 I �� AT1*-4" -- C2)-2X12 AT 1'-4" , O 5. ALL PREFABRICATED TRUSSES SHALL BE ALIGNED WITH WALL I [ I W STUDS BELOW. _ I (2)-2X12 q, < > INDIGATE5 TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT, SIMP50N LS�iO CLIP _ 9 -b I/2" q I/4" .. . � X ` I,OS -I'-8 I/2" I' 3 R TYPICAL AT SUB-FASCIA 10. SEE SHEET 51.05 FOR GENERAL NOTES. i _ I 0 - (2)-2X12 1 - TS 14X4X112 - 11. RE: ARCHITECT FOR CHIMNEY SIZE5 AND LOCATIONS NOT NOTED �- I - (2)-2X12 O AT 1'-4" , I I - -- " - G UMN I N � ON 5TRUCTURAL PLANS. hl I AT 1'-4" 10 FRAME COLUMN ( j-q I/2 L.V.L. 12. OVER FRAMING SHALL BE 2X6 MINIMUM AND SHALL BE POSTED TO MAIN TRUSSES ON A GRID NOT TO EXCEED 4'-O" X 4'-O" (16 FT2) �i I J 6 545 I I `q TOP or- DOWN I O Q 105 I TS 4X4X114 ' *v !- 1 PLYWOOD I I 13. ALL COLUMNS SHALL BE (3)-2X6 UNLF-55 OTHERWISE NOTED. COLUMN A�1ry "� TSI4X4 FRAME COLUMN IO �114 %% PREFABRICATED ROOF TRUSS NOTES: - - (mil-Iz" LPI/32 - T- - - - _ L7 AT 1•-4" TS--14X4�LJ/2 I� T FRAME D-`� W ►� (3)-q 112" LVL 5 IOX4XI 12 <-O'- 3/4'•> I Hw�y1 fr I. PREFABRICATED ROOF TRUSS LOADS: I OP OF J <-O'- 4"> I SIMPSON ' W LIVE LOADS AT TOP CHORD= 50R/FT2 LYWOOD v ^ I UP (5)-2Xb HC7US 410 DEAD LOADS AT TOP CHORD= 20#/FT2 �ry !-� � I O ONLY � GOLUM HANGER DEAD LOAD5 AT BOTTOM CHORD= 15*/FTC ! {1}, A STEEL N I 12" LPI/32 ! EACH END i rr! SADDLE WITH TOP COLUMN NOTE: DEAD LOAD AT BOTTOM CHORD 15 5 P5F FLANGE SKEWED AT 1 -4" (4)-12" L.V.L. WHERE NO HEAVY TIMBER BEAMS ARE LOCATED AT CEILING [] - - - --- - - -- - - - - - -- - Ar 45 W O WIND LOADS- SEE STRUCTURAL. GENERAL NOTES. " (3)-2X10 , I 12 LPI/32 : 12" LPI/32 � a I V I w AT 2'-O". I i AT 1'-0" ® I I STRESS INCREASES OR LOAD REDUCTIONS ARE NOT PERMITTED. (2)-12" LP1l32 (GHEGK SPECIAL ATTIC. LIVE LOAD REQUIREMENTS.) 12 LPI/ 2 O AT I'-4" AT I'-4" 2. SHOP DRAWINGS 5HALL BE SUPPLIED BY MANUFACTURER AND I I Q PROVIDE OPENING _ REVIEWED BY CONTRACTOR, ARCHITECT, AND STRUCTURAL ! (4)-12" L.V.L. Q ! FOR FLUE BELOW ENGINEER. VERIFY WITH MANUFACTURERS 12" LPI/32 N 5 SPECIFICATIONS 1 .� 3. THE TRU55 SUPPLIER SHALL BE RESPONSIBLE FOR THE FOLLOWING AT I'-4" N ITEMS: (4}-12" L.V_L A. ENGINEERING OF ALL TRU55E5 AND TRU55 TO TRU55 CONNECTION 5 Z ' - 12" LPI/32 n I r ; TOP OF AND SHOWING OF ALL ON SHOP DRAWINGS. _ AT 1'-4•• �, 12" LPI/32 x I I Q (5)-2Xb PLYWOOD (5)-2Xb ! B. DESI&N AND SUPPLY OF ALL TRUSS BEARING A ^ AT 2•-O" n 3 I m COLUMN COLUMN I owNFRInFVFJnpFR GONNEGTOR5 AND HOLD DOWNS. - C. PLACING OF TRU55E5 TO ATE MECHANICAL (4)-!2" L_V.L- (4)-2X6 W 51 N M5T7.1 EOVIPMENT WITHOUT GUTTIN5 TRU55E5. 1 , COLUMN f2)_12" LPI/32 [STRA (WRAP VAIL RESORTS I 4 AT 1'-4•• 51MP50N AR LVL BEA i I/4" STEEL SADDLE U HU HANcsER TO $ D5 ABOVE} 3 4. 51MP50N H25 CLIP ANGLES SHALL BE IN5TALLED AT ALL WELDED TO BEAM WEB I ONLY DEVELOPMENT .5 (3J-12" L.V.L. N EXTERIOR WALL TRU55 BEARING LOCATION5 IJNLE55 NOTED O_O" I - OTHERWISE ON ROOF DETAILS. 3 ' : O I I COMPANY 1 (2)-12" LPI/32 TOP OF 2X8 J a AT 1'-4" PLYWOOD AT I•_4•• 1 5. DETAIL ALL PREFABRICATED TRUSSES TO BE ALIGNED WITH WALL i RE; ARCH. FOR- - - - - �= AVON,COLORADO 5TU05 BELOW. I ARC#il"l F?t:l'Oi+RFyl(3RD 2X4 BE LL I I 7 4X4X1/4 LANDING ! 12" LPI/32 6. TRUSS SUPPLIER TO CONFIRM ROOF AND CEILING SLOPES AND I ELEVATION - - (�1 ' AT I'-4" X , CONFIGURATION WITH ARCHITECTURAL DRAWINGS PRIOR TO I -SHEAR WALL S FL L R R L I I COLUMN = = ) - _ = - _ - _ _ ' IIII ABOVE 2X4 BEARING WALL (3)-2X10 ^ FABRICATION. RE: ARCHITECTURAL FOR TRU55 PROFILES. 1 RE: ARCH. FOR I TO LOWER LEVEL i UP ONLY 1/`}" STEEL SADDLE R , , z-- LANDING FLOOR i - ,f : WELDS TO BEAM WEB ■ IVA 7. RE: SHEET 51.04 FOR GENERAL NOTES. {3)_12" LV1_ - - _ - _ - - - `- ELEVATION - - - - 1 I ? TS 4X4 I/4 ! ONLY . /11ll7 dTBC1 URE - - - - - - : - - - - -- ,-, --- - - - - - OLUM I C (3 +2X4 J 12" LPI/32 ; G N I O 1 r p ( 11 L V r r i;' ry AT 1`-4" Deewer,Colorado X OPE1at ( ) SIMPSON MST-72 i ' J. UP ONLY �` - 12•' LPI/32 A UP ONLY >4nsnaPUU+ t RAPS (WRAP (2) 51MP50N MST 12 2Xb AT I'-4 O f2)-12 L i I g I : I AT I'-4" I I DESIGN ARCUr ECl' ROUND LVL BEAM STRAPS (WRAP ;-; 1 SIMPSON 5 T 5TUD5 ABOVE) I AROUND LVL BEAM LPI/32 I I J F HART HUWF:RTON O• TO STUDS ABOVE) 12" LPI/32: ; (3)-2XIQ (3)- X4 J '. AT 1'-4• HANcSER `= AT 1'-4" , G LUMN I - I II VE-WYOW-W-YVYORK hL (2)=12 L.V.L. I I 5 slatxn aAr->�:cr,uxxx I i ry iac�rlac>t AVON,CO ;ivc ® - 1rFW.HANIC.AT_FI.F.r. IC AL F_vGIt%FFR ! n OPEN i as-L 12:c1t:ISl71s.�vC I I I B 5 O I I n n AVON:,COWIRAM UP ONLY cnm.Frlr,IxFFx .. Aun�li Ulclrlu�vc,u51C. VAII,GOTDRADO 1 - 12" LPI/32 ! J ONLY AT I'-4' fV , - I ! , [2' LPI/32 I I I PRO)F'.(T NUMBER- 6285 . LD SIMPFOON HU ' AT 1'-4" I 12" LPI/32 - - - - HANGER AT 1'-4" i UP (2)-12" L.V.L _ q iS_Slul~: REVISION DA'1'�: ONLY h (3)-2X4 ,5 COLUMN 0 (2)-12" LVL UP 4NL . i 12" LPI/32 I ! ; ' I ONS'1'DOC 2 .04 rq - : AT 1'-4" I I I ! 5 FINAL CONST. 01.03.05 ! 2X4 BEAIQIN6 LI I I - - - 12" LM/32 N PRECAST 5 I PLAN REVIEW ^ i !UP _N 'AT r-4- ; I I CORRECIIONS 04.07-05 'ONLY F 2X6 I I ^ 2X4 AT 1'-4" - ! T 1'-4" BEAR 18X50 ; Qd ADDENDUM 5 Oa.16A5 IbEARIN6 WALL ON ! t _ - -- - - - -- - - - - - - - - - - --� A AB j I�RECAST SLAB-(5'- - - - - .._ .� .:. _. - _ - - - - - -- - - I - - - _ - _-- - - -- - - -- - --- - - -- g - - - MAXIMUM SPACING )-12" i J T F STUB LUMN I 1 L 5 : DUMBWAI ER BETAEEN.WALI,S) I s (5)-2X6 COL N I ` I I 1 wA L`STEP -: I OPENING IN CAST - 'n 5LAD AN FL R I L - 12" LPl/32 +. ELEVATED ' - - -----: - - - - --- - A. AT I'-4" ! LI, BELOW _ I VATED SLAB TRUGTURAL 5L I I - i - O (GANTILEVER I M1 1 BELOW OVER wALL) I I • - 2X6 L.V.L r _ AT 1'-4' ! {°'°�°] 11 [2•-7 I/2°] 1 14" STEEL STONE VENEER 1 ADDLE RE: ARCH WALL I 8 1 S B WALL ABOVE STEP. SLAB b" WIDE CONCRETE GRADE II-11 II-i _ BEAM WITH (2)-#5 TOP AND _ E - » , . - � «... ..: _ _ 2X6 TI �5 AT �� � II I --II A - -- - ------ - -- --� _- .. : -- - -•--° :- . � .� AT 1.-O.. � L ATEI� TB �I'EP 54.5 E TU BOTTOM (CON(CONTINUOUS), (2'--7 1/2 ] LO O ] (> [2'-7 1/2"] I'-6" VERTICAL AND #5 AT )'-0" v, I } ! 2X4 AT I•-4" - HORIZONTAL IXXX'-XX_l I 8 1- I I ;^. � WALL BEARING WALL ON I '_O" 3'_11• ` STEP 4S PRECAST 5LA13 f5'-b" 5 I 16 PAVERS - 54.5 MAXIMUM SPAGIN& _ n „b "'r - WALL ABO�-� RE: LANDSCAPE I L 4X4X3/b" WITH AND BELO STUB WALL BETWEEN WALLS) 5/5"m EXPAN51ON ELEVATED SLAB WALL k ANCHORS AT 2'-6" ELEVATED SLAB STEP WALL I 11 L 1 i STEP WALL n , 4" TOPPIN15 SLAB 1 ry� STEP ! STEP WITH W.W.F. I UNIT 8 °X �_T �" X X: Iz - ��� BUILDING#5 i f I \ / f /� [2-II V2°] [2'-5 I/2"l _ [2'-11 I/2°] 0 MAIN JILN 1. I I �l �( I �`-� ` : 0 r�ANC PLAN 1/4" P 1'-0" 1 1I • • O 3 a U. a � 51.51 �• UNIT -1 R161D INSULATION 10'-2 r/Z" 2'-6" - 11'-2" REt ARCH ���/// 1 ✓✓/ 14'-1 I/2" 26--l' RE: ARCH FOR PRECAST SLAB - - WATER PROOFING RED MAN 1/2" ! SECTION 1 4 314' = 1'-0" r ! ! @ 2004 42140 ARCHITECTURE, INC. WOOD FRAMING NOTES; SHEAR WALL SCHEDULE c _ j WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR WALL FRAMIN& S EATHIN& AND BLOCKING REQUIREMENT BLOGKING/RIM SILL PLATE FLOOR TO FLOOR FOUNDATION ANCHOR BOLTS 1. ALL WOOD FRAMING JO15T5 SHALL BE It.PI/32 TYPE J015T5 AS ; TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO ! TYPE REQUIREMENTS FASTENER PATTERN AND ATTACHMENT TO BOARD ATTACHMENT ATTACHMENT TO HOLD- HOLD-DO1rWr' MANUFACTURED BY LOUISIANA PAGIFIG ORPORATION. ALTERNATES NOTED COLUMN 51ZES AS REQUIRED. N.N.O. ON PLAN) ROOF OR FLOOR TO WALL PLATES FLOOR SHEATHING SHALL HAVE EQUAL OR GREATER GAPP5CITY AND SHALL BE SHEATHING REVIEWED BY THE ENOINEER OF RECORP. 10. I'TTfTlJ INDIGATES INTERIOR BEARING WALLS. FLOOR JOISTS (2)-LAYERS 5/8' ! BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. r a. "L.V.L." INDICATES LAMINATED VENEER -UMBER BEAMS, AS MANUFACTURED BY 2X6 STUDS AT FYPt-�lH L30ARD 11/4" RIM BOARD (4)-10d TOE-NAIL5 (2)-ROW5 Ibd i V2" m X b' LOUISIANA PACIFIC GO�'PORATION. ALTERNATES SHALL HAVE THE SAME OR I1. ALL EXTERIOR WALLS SHALL BE GONSTRL<,TED USING 2X6 I'-4' WITH ONE SIDE OF WALL OR I-JOIST WITH IOd AT EACH BLOCK NAILS AT 6' -WA- I -WA- EXPANSION GREATER CAPACITY AS LISTED IN THE TRUG7URAL GENERAL STUDS. Fl. WEFER-T�• EXTERIOR WALL DEPKTAIL5 FqR ADDITIONAL G 2X SILL PLATE WITH bd COOLER NAILS AT 3" r ANCHOR NOTES• i i INFORMATION- - E! 4TURIOR 5TUC7�i..GAN iEDE 5PAG�D 2'-O" FOR r NAILS AT q' AT AT 4'-0" WALLS S• IRT�R-THAN 10'-^0": $TkJD✓✓HA4Ll,,B SPACED 1'-4" BASE PLY AND Sd I 3. Q INDICATES COLUMN DOWN ONLY- MUL�IPLE 2X FRAMING NOTED FOR WA F$HG RTER=THAN 14'=O' AT�Q7 TA 1- 1 gHAN 10'-0". 250 ER NAILS AT 7 4 ', I AT FADE PLY ON PLANS. ! ! 12.1 ALL BEAM/_ �/1M AND BEAM/COLUMN GONII'IF�CkTiON5 SHALL BE I I/4" RIM BOARD OR 4. 0 INDIGATES COLUMN UP AND DOWN UN E55 IT BEARS ON MADE WITH j IMPSON 5TEEL PLATE GONNA :ORS UNLESS MOTED ' GONGRETE WALL OR FOOTING BELOW, R IT !S LABELED UP ONLY. OTHERWISE.`: : 2X6 STUDS AT 15/32" PLYWOOD I-JOIST WITH (2)-ROWS IOd TOE NAILS (2)-ROWS Ibd 1/2" 0 X 10" - _- i !; J. B I'-4' WITH WITH fOd NAILS AT IOd NAILS AT 4" AT 2" OR 51MF'SON NAILS AT 4' RE: PLAN RE: PLAN ANCHOR BOLT: 5. > INDIGATES TOP OF BEAM E( EVAT1ON OR PLATE HEIGHT ELEVATION. 13.! RE: ARGHITEC;TURAL DRAWIN&5 FOR LOCATION AND SIZE OF 2X SILL PLATE 4" AT PANEL EDGES OFFSET ROW5 V2" A35 GLIP AT 1'-4" AT 1'-6" ROUeSH OPE01bi6S IN WOOD STUD WALLS. MINIMUM 460 6. INDICATES TOP QFr STRUG FKLOQR SHEATHING ! ELEVATION I R ARGHI RA DRAWINGS OR HANDRAIL AND STAIR I I 4. E. GT L 1< W 15IMP50N Mir 6o 51HP50N H06A :' ! FRAMING Pi fllwL5. ! 3X6 STUDS AT 15132" PLYWOOD 1 3/4" L V.L. WITH SIMP'50N A35 CLIP (2)-ROWS Ibd STR14P EAG1-� ]ENI2 EAGF{END OF 3/4'�P X 10: 7- HEADERS SMALL BE (3)-2X8 UI�tLE55 NO, ED OTHERWISE. ALL i G 1'-4' WITH WITH IOd NAILS AT (2)-ROWS 10d NAILS AT B" WITH 8d NAILS AT 3' Off;H+�LL; UN.O. WALL U.N.O. ON ANCHOR BOLT HEADERS SHALL BE BUILT OUT TO 5 I/2; ( V2") WI{7TH BY 15.) ALL EXTERIq� WALLS SHALL HAVE CONTINUOUS STUDS FROM , a 3X6 SILL 2" AT PANEL EDGES AT 3" OFFSET ROW5 X 1 1/2" NAILS OIS=PEA PLAN AT f'-b" ADDING PLYWOOD SPACERS AS REQUIF D. FLOOR TO 1 LooR OR FLOOR TO ROOF (INGLUDINEE RAKE WALLS). j 770 PLATE 1/2" MINIMUM 11 I ! r ! 8. ALL COLUMNS SHALL BE (3)-2X6 UNLES -NOTED OTHERWISE. 16. OB INDICATES SHEAR WALL PER SCHEDULE. O •i �=i 51MPE N LTP4 5IMP56H M4Tbo 5IMP50N HD6A 3X6 STUDS AT 15/32' PLYWOOD (2)-1 3/4" L.V.L. WITH AT b' WITH Ibd (2)-ROW5 Ibd STRAP !� END EACH END OF 3/4'm X 10' ! '. I " D '4+G � � (3)-12 L.V.L. 1'-4" WITH EACH FACE WITH (4)-ROWS IOd NAILS NAILS NAILS AT 3" OF Wig U. .O. WALL U.N.Q. ON ANCHOR BOLT q'-8 1/2" '-4 1/2" �I" 7'-8 1/2" 1' 3X6 SILL IOd NAILS AT 2' AT 3" OFFSET ROWS (ORIENT PLATE: 01 AT PLAN AT q" i -- __ PLATE AT PANEL ED6E5 i/2" MINIMUM VERTICALLY) ,� r�� 1340 ! (2)-2X6 TRIM 5TUD5 (5) 5 1/2'-' LVL A 3 :v (2)-2Xb TRIM STUDS T5 NOTES: i t (5)-5 112" L.V.L. ;GdLVMN I ��� 5)-5 I/2" L.V.L. �•L UP L I. ALL PLYk4000 PANEL EDGES BACKED WITH FRAMING MATCHIN5 REQUIRED STUD THICKNESS. KING STUDS I I 1 KIN& STUDS I IOX4X1/ I W C m 2. ALL PLYWOOD PANELS SHALL BE APA RATED EXPOraURE I SHEATHING. I ! r �. ; I ONL SAM I I E ! T.S. IOX4Xt/2 3. RE. SECTION 5 ON THE "GENERAL NOTES AND DETAILS" SHEET FOR TYPICAL HOLD-DOWN INSTALLATION DETAIL. ; i (3)-q 112' L.V.L. -- - -- -- --- - - - - - - -- - - ---- - --- - ---- - ----- - --- - D.3 y ,0 4. EXTENT OF SHEAR WALL DENOTED BY 5. IN LIEU OF 3X FRAMING, DOUBLE 2X STUDS GLUED AND NAILED WITH (2)-ROWS Ibd NAILS AT j ` Jv <11'-4 I/2"> <10'-O I/4"> B" MAY BE USED AS A GONTRAGTOR5 ALTERNATE. ! (I)-2>(b TRIM STUD V 6. ALL WALL TOP PLATES SHALL HAVE A MINIMUM SPLICE LENGTH OF 4'-0" WITH (Ib)-16d NAILS iN (2)-ROWS. ! (2)-5 I/2" L.V.L. v O UP I I UP L KING STUD5 ONLY ONLY T. 4X4X1 ��� FRAME COLUMN I (�2 MN ^ I I ONLYJ` rT� Q "�tM ! T.S. 14X4X1/2 ! I I T5 14X4X1/2+ s� W �j _tv lry FAME COLUMN FRAME +�O W !rte COLUMN (3)-2X10 f ! UP UP r v v I ar ! ONLY i i ! ONLY W O ul d _ PREFABRICATED BLOCKING RE: 51.53 FOR OPEN a PANEL DE510NED FOR -1'70 PL 14J1 _ ROOF FRAMI ! I I AT 1'-4" ! Q SHEAR LOAD I O WITH SIMP5ON A35 CLIP AT b" UP ! I b I J TO WALL PLATES. FASTEN ONLY W 13 X I I m ROOF 5HEATHING TO BLOCKING J_jPANELS WITH 8d NAIL5 AT 2' _ } <oPEN � ' J X I � I ! Z i +�0 N I 'y 12 iI V RE: ARCH i f 4 r �j�� 6 iI �_ I 2X4 BEARING FOR LANDING )-2X6 (5)-2 WALL TO MAIN ELEVATION (2) COLUMN GOLUM I LEVEL FLOOR O 1 I MST-72 N <XXX'-XX" �II , ! 6X8 ONLY MST 12 O r 0wNFR/nFVF3,0p R < 1 WIOX22 COLUMN E ,� ___________---__________ FRGOI` FRArIINCx NOS_ ® 20D4 4240 ARCHITECTURE, INC. I. ROOF 5HEATHIN& 5/8" (40/20 SPAN RATING). STA66ER PANEL END JOINTS AND FASTEN WITH IOd NAILS AT 6" MAXIMUM ALL EPEES AND 1'-0" MAXIMUM { OTHER SUPPORTS. 2. RE: ARCHITECT FOR ROOF 15LOPE-5 AND BEARING PLATE HEIGHTS ' + NOT NOTED. f HEADERS SHALL BE (3)-2X10 UNLE65 OTHERWISE NOTED. ALL 3. ALL E HEADERS SHALL BE BUILT OUT TO 5 1/2" OR 3 I12" WIDTH BY ADDING ' ' PLYWOOD 5HIM5 AS REQUIRED. • 5i 4. ALL HEADERS LONER THAN &'-Q" SHALL REGVJRE TWG) TRIM STUDS AMP TWO KING STUDS EACH SIDE UNLESS NOTED OTHERWISE. ��. 5. ALL JOIST HANGERS SHALL BE 51MP50N LUP, WP OR L55U TYPE - UNLESS OTHERWISE NOTED. 11 + HIP TRU55 WITH (3)-11 I/4" LVL 6. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM - 5 I OUTRIGGER FULL LENGTH 5 VJ SHALL USE SIMP'�ON PLATE CONNECTORS UNLESS NOTED j+ f RF: 51.52 FOR RE: 2/5><. 3, FQR -` � I OF TOP GHORP � ---- ` OPP. OTHERWISE ON DETAILS. ;, :` SHEAR WALL SNOW GUARD -BRAGKETS i ` HAND iI- SCHEDULE RE: ARG ; FOR LOCATIONS ',` li-I/4'--' L�/ rr�IJB�FA��G#A T. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS 5TU05 FROM FLOOR TO ROOF (INGLUDINC7 RAKE WALLS). t _ 91MP5p1E L IQ CLIP u . _.i i 'j ' i r �` � t EACH �a++DE E I � I l ' i + F-4 B. ALL PREFABRICATED TRUSSES SHALL BE ALIGNED WITH WALL ` JACK TRU55 WITH (2)-2X12 � • i SIMP'��ON LS�IO CLIP i ' RE: 3/51.52 FOB ! Q f _ \ i ZXI AT;,�7'-O" WITH TYPICAL AT SUB-FASCIA STUOS BELOW. I 4.5 1 . . OUTRIO&ERS AT 2' O � TRU55 BEARING _ SI 1►l LSSU HANGER INTERSECTIONS - i CONDITION E H IiJQ q, < a INOIGATES TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT_ i + If I/4" LVL SUB-FASCIA cj 2X12'• I I/4" LV - - ASGJA 10. SEE SHEET 51.05 FOR GENERAL NOTES. ! '. I i _ PREFA13RIGATED TRU 2X#2 /� '`j !/2" L-� A7 2'-O' 18 FT-K l WITH (2)-2X12 OUTRIQ�iFrRS AT 2*-C M=IS -K M= tHRJ-BOLT �y If. RE. ARCHITECT FOR CHIMNEY SIZES AND LOCATIONS NOT NOTED I ' f AT 2'-O" , ' ♦♦ 2X12 `$ _ ax12 ON 5TRUGTURAL PLANS. STMT=5OH L CLIP �_ < -_ - � T 2'-O" (4}-2 e - (4)-2X6 v I AT 2'-O' 12. OVER FRAMIN& SHALL BE 2X6 MINIMUM AND SHALL BE P05TED TIrPIGA T 11B-FA5GIA � ♦, 11 1/4" LVL EACH 51Di i 5TUE53 G �' < STU QL M DOWN TO MAIN TRUSSES ON A GRID NOT TO EXCEED 4'-O" X 4'-Q" (16 FT2) INTERS T�10 i - FULL LENGTH OF TO i O L � - �l - CHORD G! r• `` I G; (n 4 13. ALL COLUMNS SHALL BE (3)-2X6 UNLESS OTHERWISE NOTED. I#!I,(4" LVL SUB-FASCIA _ _-- . __-- - _ I?.)-1�" -- _ _ --- _ - - - 3 r+O (3 4 I/2" LVL - �� � - -- l- (GANTILEVE Q JACK TRU95 JACK TR 2X12 FA IGATED TRUSS u 17 (2) 2X12 OUTRIGGER -� (5)-5 I12" LVL FULL AT 2'-D" AT 2'-0" AT 2'-0" V M=14.1 T 2'-O HE16HT AND (2)-2X6 f PREF,4BRlGATEC7 ROOF TRUSS NOTES- - 2xI2 TRIM sruos 11 I/4" LVL i AT 1'-O.. 1 _ : 4] �j • I. PREFABRICATED ROOF TRU55 LOA05: �� ��p + =O -j + INVERTED 5IMP50 HU HANGER LIVE LOADS AT TOP CHORD= 80#/FT2 - - -- - - --- - - - - &I RDE T"92-7-:30# Q _ �i _ r7 DEAD LOADS AT TOP CHORD= 2O#/FTC (3)-2Xi2 4-180# ON �1 DEAD LOADS AT BOTTOM CHORD= 15#/FT 2X12 i IV -310 .UPLIFT 1 I -1000# UPLIFT ffl i n 1+1 OVER RAMS F- NOTE- DEAD LOAD AT BOTTOM CHORD 15 5 P5F AT 2._d.. STUB ry PREFAB TRUSS WHERE NO HEAVY TIMBER BEAMS ARE LOCATED AT CEILINF3 C'S IM HG�Ur - 4 W M 6b rT-K COLUMN � AT 2--O' jY 2X12 lz WIND LOADS- SEE STRUCTURAL GENERAL NOTES. v� AT 2'-O" 5TRE55 INGREA5E5 OR LOAD REDUGTION5 ARE NOT PERMITTED. �- r riL� O (CHECK 5PEGIAL ATTIC LIVE LOAD REQUIREMENTS) Ca1RDER TRUSS I _ J` PREFAB TRUSS (3)-12" L 2. SHOP DRAWINGS SHALL BE SUPPLIED BY MANUFACTURER AND (2)-11 I/4' LVL OUTRIc-j&ER _ - a 12 Q WITH W--O" BAGK5PAN PREFABRICATED TRUSS AT 2'-O r REVIEWED BY CONTRACTOR, ARCHITECT, AND STRUCTURAL WITH 2XI$,DUTRI6GER ENGINEER. 5 I 630# RE, 14/54.51 FOR _ AT 2'-0" _ _: = OVE2FRAME - 3. THE TRU55 SUPPLIER 5HALL BE RESPONSIBLE FOR THE FOLLOWINEs Q ® CHIMNEY CAP II 7 0�0 ITEMS: n ly ' CONNECTION - ' �'I T 5 (4) I (COLUMN C m *44&E A. ENGINEERING OF ALL TRUSSES AND TRV� TO TRUSS GONNEGTI - PREFABRICATED TRUSS U}�� I J (U ,p. (TMTa k41TH 2X12 OUTRI6'EER 10 i` 1'C12 r� AND 5HOWING OF ALL ON SHOP DRAWIN65_ rl i + AT �# ; B. DESIGN AND SUPPLY OF ALL TRUSS BEARING ,IJ 7 AT 2'-O" 5 ' CONNECTORS AND HOLD DOWNS. U G. PLAGIN6 OF TRUSSES TO ACCOMMODATE MECHANICAL / i• z r INVERTEQ SIMPSON i ' nWNF.R/DF.VFIC]PFR EQUIPMENT WITHOUT GUTTING TRUSSES. _ ® - N HU HA R TRUSSES UNDER - CHIMNEY WALLS (2)-2 AT 2'-0" BEARING WALL : 4. SIMPSON H2.5 CLIP ANGLES SHALL BE INSTALLED AT ALL HAVE AN ADDITIONAL _ _' -� _ - - - , _ �CAF� _ _ _ _ - _ -� _ - C.3 VAIL, RESOR'T'S EXTERIOR WALL TRU55 BEARING LOCATIONS UNLESS NOTED Q LOAD OF 1"15#/FT tZ OTHERWISE ON ROOF DETAIL5. OF CHIMNEY WALL II DEVELOPMENT 5. DETAIL ALL PREFABRICATED TRU55E5 TO BE AL149NED WITH WALL I I I 3 J I 2X12 STUDS BELOW. (3)-5 E/2" LVL - PREFAB WITH j COLUMN ; !' pxl2 oU7 ER INVERTED SI COMPANY EXTERIOR WALL ABOVE T 2'-04 AVO OiARA©O 6. TRUSS SUPPLIER TO CONFIRM ROOF AND GEILIN6 SLOPES AND ( - 1/4" LVL T 112 PLF GIRDER TRUSS - - - - y♦ 5 `: '_I ' ; ! C4 N Hu HANGER N,(- CONFI6URATION WITH ARCHITECTURAL DRAWINGS PRIOR TO - - - - - - - - - - _- - i 'j AR(-.H1 R RIx.ORD FABRICATION. RE: ARCHITECTURAL FOR TRUSS PROFILES. - - - - '' r - -- - - - - - - - - A !1" !n x h ��-Or+ �• RE: SHEET 51.05 FOR GENERAL NOTE5_ f v.� � Q m PREFAB TRUSS i�ID6f� R � EQ. EQ. OVERFRAME 1 .. , AI�HRECTURE Q( + Demrer,Colorado W X u&V EL - W1'REF�BRIr�TERC� TRUSS f�j + 1/4" E O H DOWN SA E AT Z'-Q" uruarinl;w 3�c PREFAB rtz j S P F i t + -- USS AT 2'-O' AT 2'-0" i - - n n1a1GN nac 11r1'�cl' s + --- P HART I HOWERTON a[ Qr REF TRUS X I � AT 2'-0" NEW YORK NMYORK - F x -- STEP-00 , TRUSSES m _ I _ SfRiIC f1.RAt.tG1NRF.R ' MUN &I% LLN DOVI�L+LS V%JC: 3/f3" STEEL PLATE i aT 3 _ y._< OVERFRAME-- JACK TRUSS W1TH AVON. a �^2 I ,` -- 2X12 OUTRIGGER � rO`o 2"� SCHEDULE 40 I , _ ±ur?cx _ ,nrR l nnlcnt >:cx nt 1 yr 2�_O .. AT M k LN,CO1UXA LVC PIPE -- - - - - t AVUIti,COLC]RADO _ 5 - PROVIDE (2)-2X12 OR II I/4" LVL AT EACH Gi`m.r1NVugi at y i ALpItL'1.1JG1NL:IBL\G,1N4 BRACKET C4)-2 r q (4 vntt,cnrtxannc� = U 5 JACK TRUSS WITH CAL N L UMN .; (4)-2X6 I (4)--2X6 + b 5/6' PLYWOOD 5HF-ATHING COLUMN COLUMN I y II 1/4" LVL OUTRIGGER . ° i TGH LVL 2 I/2" � 1.53 � L PRO]F.(,T N[;Mf3F,R 6285 41 �Q X. AT SIM .: H 5 HANGER a :. A ' l �b1 (3) IF'— L_— — — — (3)-16" L HU HANGER IMP50N In W (8)-3/4"W THRU-BOLTS — —— --y 'b �o�py� i r P#T�BREAK I (F UgI� K _ ISSUE, RJrVLSiC7N DA"1 L XT RIOR WA L / J 4 5 L A Z•-O" ol 4 10 CON91'DOC - 10-25-04 ! 5 � = — PREFABRICATED RU55 IL PREFABRI ATEP TRUSS i - - - - - - -- -- V41TH (2)-2X12 OUT IGGE Y�IITM 2X1a 1 �- -- - - -- - - ^- - - - - - - - - - FINALGnNST. 01.03.05 - - _ -- - - - - -- - - X PREF B TR F AT 2'-O" i Q AT 2' O" - AT 2'-O" - - PREFA�2IGATED T - W PI�iN RF:VII:i1i S I � WITH X12 OUTRIO&- t SNOW FENCE VERTICAL �." _ 1 SUPPORTS AT 2'-O" Q AT 2'-O" i I j I/4" OUTRI R - 0 _ � 3" r cSIRDE TRU55 _ _� _ _ _ /� 7 ®ADDENI3il:M a 05.16-05 S'_ MAX. _ II I/'r4;' LVL TRI ER ; ... - PREF TRUSS :_j pUTf310ER X 61RD!<R T 5 i EFAB WITH R T O" FAB TRUSS T 2'_O" AT SIMP�SrON HHUI 2._O.. INVERTED SIMP50N W Cf z J 2X12 HANGED ." HANGER (TYP. - HU 'U Q AT 2'-O" EACH END) I AMP50N L NGER (TYP,) I _ _ _&ECTION 2 1 n SV (3)-2x#a 0 E I 1 1/4° LVL riq -- x t PREFAB rIRUSS wires I Ill"'= 1'-011 A _ - OC 2X12 DUTRIE�GER E # II 1/4" LVL AGH SIDE p W i �1 I� i AT 2-O" i I + 1S FULL LENGTH OF TOP Z i J7 Q� (CHORD J (3)-3/4%m THRU-BOLTS - i2 2X12 I AT LVL CONNECTION (TYP)Cp PITCH BREAK 4 LVL BEAM W UJ T AT 2'-O" —T J (3)-2X12 I i tll I C� INTERIOR RIDGE I II I/4" LVL SUB-FASGI -- II 1/4" LVL 5U5-FASCIA ; N �' AT12-� RE a ARCH � .. r BEVELED 2X'S WITH 1I E/4" LVL EACH SIDE 1 PLYWOOD SPACER INVERTED SiMP�_�ON I 2 FULL LENGTH OF TOP 4 LVL SUB-F - - i 1/ 5/8" PLYWOOD 5HEATMIN6 HU HANGER (TYP. 5 : CHORD - • V ASGI EACH END) I. '� - I (3)-3/4"m THRU-5OLT5 `V II I/4' LVL EAGF1 51DE 12 AT LVL CONNECTION {TYPJ - RE: 51.52 FOR FtJL L LENGTHS TOP 1 LOW ROOFS CHORD 4 k F _ • UNIT 8 ' UNIT '1 ' ' a 13UU-DINC#5 '`. r .#' - � I I � ROOM FRAMING P1..1\ LVL BEAM b � _4 25'-II" 14'-1 112" -- 26'-�-1" /2" 2 1/2" RE: PLAN 12 P - — — -- b6'--a 1/2" - d 51MP50N THA2q HANGER PREFABRICATED TYPICAL TRU55 WITH (2)-2X12 oUTRI65ERS ! 4 PREFABRICATED TRUSS 0 SECTION I E;> FROOF FLAN. - - — 1 112" STONE AND GROUT OVER 1 112" STONE VENEER IOXIO NEWELL P05T ---- GONGRETE TOPPING 2X6 EXTERIOR WALL LYWOOD RE, ARCH P41TH 1/2"(RE: ARCH FOR LOCATION) OVER WATERPROOFING? SHEATHING VARIES L 4X4X3/5 WITH ® 2004 42140 ARCHITECTURE, INC. NOTCH POST AT RIM PER ARCHITECT OVER 2X6 EXTERIOR WALL JOIST AND FASTEN WITH 3/4" T4G SUB-FLOOR RE: PLAN 5/8" O X 6" EPDXY Y�EITH SHEATHING PER (2)-3/4" m X 8" __31121 OVER 2X4 BEVELED 2Xb PARTY WALL WITH TOP OF LEDGE= ELEVATION ANCHOR AT 2'-O" STONE VENEER SHEAR WALL SGH PER LAG-5GREW5 MIN. SLEEPERS ALIGNED WITH SHEATHING PER SHEAR =TOP OF WALL AT DOORS JOISTS WALL SCHEDULE [XXX'NIT MAIN 2Xb EXTERIOR WALL ---- RE: ARCH (2)-2X12 RIM 2X8 TREATED LEDGER WITH I/2' PLYWOOD (2J-2XS TREATED SLOPE PLYWOOD LREEVELtPLAN t--._ WITH I/2"m X 6" EXPANSION SHEATHING STONE VENEER PLATES WITH I 12"mX 2X12 BLOCKING-- ANCHOR AT 2'-0' 1 1/2" CONCRETE 1 1/2" CONCRETE RE: ARCH. 10" ANCHOR BOLTS EACH SIDE OF NEWELL - i 112" CONCRETE (4) 8d 70E-NAILS AT 1'-O" P05T WITH (8)-Ibd - TOPPING TOPPING _ (2)-05 GONT AT EACH STUD L 4X4X3/b WITH 3/4" m RE: PLAN NAILS TO POST N - i TOPPING 6" e THRU-BOLTS AT I'-b" WOOD HEADER ---- TO wC70D HEADER d TOP OF (2)- 518"V X 18" � . i RE: PLAN RE: PLAN FLOOR FRAMtN6 . RE: PLAN 4 RE: PLAN 1/2' X 4" LAO SCREWS PLYWOOD LA6 SGREknlS _ _ i TOP OF TOP OF _ AT 2'-0" TO WOOD TRIM PLYWOOD PLYWOOD - N? :. iy1 r r r r WATERPROOF NI15 • 1 _ AND PROTECTION Lu [xx'-Xx"] t II BOARD 4" TOPPING Q #5 AT I•-6" LAB WITH _ o u II 1 3/4" 1 3/4" HORIZONTAL 112" ISOLATION JOINT #5 VERTICAL T I'-b" WOOD TRIM - FASTEN EACH JOIST In � � I . RE: ARCH (RE: ARCH) TO SILL PLATES WITH - _ \—DECK JOIST EPDXY GROUT 6" INTO SLAB 1 1/4" RIM BOARD (6)-6d TOE NAILS u (RE. PLAN) WITH :..;;�. VFLOOR JOIST 1 RE: PLAN O W1TH SIMPSON A-35 bXb COLUMN - -- [XXX'-XX" TOP OF a SIMPSON U HEADER HANGERS RE: FND. ° 4 Z CLIP PER SHEAR WITH SIMP50N _ WALL SCHEDULE GB COLUMN BASE FLOOR JOIST - • (2)-#5 CONTINUOUS RE: PLAN a WOOD BEAM PLAN ` � _rte '�;;� , 111 W &ECT I ON 11 _ a -STONE VENEER Q 3/4" = 1'-0" 2X4 GRO55 BRAGE RE: ARCH. [XXX'-XX"] (2)-fib R a A INSULATION ,l WITH (3)-16d NAILS 1-1/4• RIM BOARD CONTINUOUS +'° RE: ARCH. L4X4X3/8" WITH 2X4 AT I'-4" BATTERED EACH END AT 8'-O" .r t• PER JOIST MANUFACTURER - .r. PRECAST FLAT SLAB 3/4"(P EXPANSION PIER WALL WITH 1/2" ;-* p " VERTICALLY EACH WITH SIMP50N A-35 CLIP ` RE: PLAN ANCHOR AT 2'-0 PLYWOOD SHEATHING PER SHEAR WALL SCHEDULE 2X4 AT 1'-0" CHIMNEY DIRECTION s: EMBED PLATE WALL WITH 1/2" PLYWOOD 11.4 5HEATHING (RE: ARCH FOR :' ' BY PREGASTER 13ATTl=f� 2X4 TREATED i l ip Z E C T O>� RE: ARCH FOR FIRE- L 4X4X3/8Xo7 6" W L hX4X3 18 (LLV) a 3/4" - I`-O" I PLATE WITH I/2"� i III .�_ RATED WALL A55EMI3LY 0 W 1 TH 3/4" m THRU-BOLTS RE: 1/51.05 FOR L- -� � a` y_ AT I'-4" TO (2)-2X SOLID RE: 515451 FOR HEADER LEDGER CONNECTION ANGiHOi1z BOLT BLOCKING AT FIREPLACE OPENINGS _ AT 2'-O" 4° A• - [XXX'-XX"] 3/8" X 8' H (2)-5 EMBED PLATE WITH (2)-3/4"0 n (V X 6• HA.5. a \I 05 AT I'-b" • � RE: PLAN ° °' � �__ � W 2 1/4" CONCRETE TOPPING HORIZONTAL N TOP OF CONCRETE PIER PLYWOOD L6XbX3/8 (LLV) WITH 6 AT 1'-4" � (RE: PLAN WITH (8)- a ° x VERTICAL � •� SHADED AREAS DENOTE #5 AT lO" � *5 VERTICAL d (3) d Q 3/4" +9 EXPANSION � 5-{RI�TI�E GONr-�TRUGTED VERT#GAL ° TEES AT I'-4' r ANCHOR AT t'-b" FLOOR JOIST 4 (8)-#5 X 2'-0" n • 4 MINIMUM b" FROM #b AT 1'-4" _ = UNDER SEPARATE PERMIT RE: PLAN e ° EDGE OF PIER PARTY WALL (RE: 4/54.11) l� . . HORIZONTAL lr-1 2" CLEAR 2X4 AT 1'-4" CHIMNEY O TYPICAL WALL WITH 112" ° PLYWOOD SHEATHING 1+�1 4° 4" RE: PLAN FOR • • a d 9 • ° ° _ ° A RE: ARCH. FOR s 2X4 t3LOGIC5 EACH #5 X O, AT 2'-O' FOOTItVG • • O SIDE OF J01575 (V a REINFORCEMENT ��■� � ^■ •• - CHIMNEY BATTER I- L A N O RE: PLAN I � °4. 1E (XXX'-XX') 2X4 AT 1'-0" BEARING WALL REINFORCE FOOTING b" - 4 7.0. GRAWLSPAGE Iii �r i1 a.l STONE VENEER WITH #5 AT I'-&" EACH WAY RE: PLAN =� RE: ARCH. 2X4 TREATED PLATE BAGKFILL -- - WITH I/2" ANCHOR (XX'-XX") W I (2)-lb" LVL AT BOLTS AT 4'-O'• II rr ` ' �I FIREPLACE OPENING e 4 • a 1 m ii a 3/4"tP TTHRU-BOLTSITH (2)-2X10 LEDGER 3/4' = I'-O" y+kLL3 DES TREATED) • II- 1 1 AT 1'-4" TO LVL BEAM RE: PLAN Q ! ° - + ° ° 0Q,'NF.RJDFVF9DPFR IT, a r d ° PLYWOOD SHEATHINE� - WOOD MANTLE EXPANSION ANCHORS TOP OF PLYWOOD • e PER SHEAR WALL RE: ARCH. AT I'-6" /4 - o °. e WHERE —� 1/2" ISOLATION VAIL RESORTS v r o (4)-015 CONTINUOUS INDICATED ON PLAN 2X6 INTERIOR BEARING 1/4" X b" STEEL PLATE I /2• CONCRETE .JOINT WALL ABOVE WITH I/2"� X 8' LAG-BOLTS DEVELOPMENT IA &ECTION r� TO MANTLE AT I'-6" T PP#NEa //��WI SLAB ON ,,�-GRADE rr� A�.�2 BLOCK JOINT SPACE 2 1/4" CONCRETE TOPPING fi LD TO STONE / WITH W.W.F. CQ1v111itVY OC SOLID AT COLUMN ON 3/4" T4G PLYWOOD VENEER SUPPORT ANGLE) a / RE' PLAN AY()N COLORADO 3/4' = 1'-0" V RE: PLAN LOCATIONS SUBFLOOR OVERFRAME HEARTH WITH y RE: PLAN ' 2X8. BLOCK SOLID AT - .'1RCH1•l'F:�:1'OIL RECORD RE: PLAN !n POST LOCATIONS = O I I/2" CONCRETE TOPPING SECTION 4 I + I6 FLOOR FRAMING SLAB SLOPES , 3/4" = I'-O" /� RE: PLAN WITH A i A SIMPSON IUT �_ x�li�a ■ IRV I I HANGERS - � I F R FRAMING •p.;Q {a�•.d•;o 0•:0 0•;o+r. � 1 I/2" CONCRETE PLAN Qc°.0�COo°0. a C�. a 0 �U TOPPING RE: PLAN +. �_ I II� Oo .O„�Oo�. .,, 1 Denvrr.Catorddo N ® TOP OF -� , elAylliRPLAK�I1t <XX'-XX"> lO'-10 112" AT UNIT 8 11/4" RIM BOARD I #6 AT I'-4" X I -0" BLOCKING GRAWLSPAGE DI.SIG.ARClultilI' �I �` BAGKFILL = 8-10 I/2" AT UNIT (R& SHEAR WALL SGHEDULE i °;.F. FOR ATTACHMENT) :I (XXX'-XX") HART HOWL,RTON PLYWOOD SHEATHING --r 1/4" PER SHEAR WALL i _.F NL•-WYURK?ltsfwYORIC STEEL BEAM (RE: PLAN) ----------- --------------- --- 1/4" SCHEDULE WHERE 2X6 BEARING WALL LbX4X5 116 WITH (2)-1/2"0 X b" _ .. FLOOR JOIST. RE: PLAN WITH 2X RIPPED TOP I I NDIGATED ON PLAN LAG-BOLTS TO WOOD ' WITH SIMPSON ITT HANGER PLATE AND I/2" THRU-BOLTS -2X6 TREATED PLATE --------------- -------- __— " a SMICTLRAT,WGINFFR AT 4,-O" D 1/2"�aERED) i i I i WITH 1/2"m ANCHOR STUDS EACH END a• a TRANSVERSE G.P. G.P. BOLT PER = ' • 5 AT I'-4" MoNROI;&t`L•vd7_u.la�IC:L�II;�RS,l�c ALVON.COI.iMAM I f I I RE: PLAN - !: \WCHAMCALM-Fc:TRICA1.fN_ Glh F.R i E I I SHEAR k 4ALL 5GHEDULE LVL BEAM 0 e s - :• r r I r • , (4)-#5 CONTINUOUS 5ECTION 13 i t STON _ . L . S - , _ �o STEEL BEAM IN FLOOR I, " = I I r i AT UNIT '7 ONLY, _ m GIVII.FNGIVFFR 3/4 1'--D" RE ARCH WHERE OCCURS I I I r r I PROVIDE 5/16" X ° AU•1\L+1:NGIN11Rl.\G,lNC I I .5. IOX4XI 12 WITH I , • LbX4X3/8" LV) SAN RE: PLAN VAII,C0UAADO I I 3/4" m X 2" I i b" X R P SINGLE _II ° WITH 3/4'1/ RE: ARCH. FOR CHIMNEY SHEAR PLATE WITH O 2X4 AT 1D GAP ABOVE AND ALL i i THREADED STUDS i i (4)-3/4"O THRU-BOLTS =III I 1 CONTINUOUS THRU BOLT BATTERED CHIMNEY DIMENSION�� i AT A' I _ -ill GDNTINUOUS AT 8" - &ECTION r RE: ARCH CHIMNEY WALL i I I I I I r rya I ,I I, I WITH I12" PLYWOOD r TS 4X4X31I6 AT i � + PRp FL`T NL'MBF.R: 628$ EACH CORNER RE: PLAN 1 SHEATHING7 3/4' = 1'-O' iSSl:l=: REVISION DATE r i i 1/4" STEEL BASE PLATE C t I /�� I f3)-2X8 I I i WITH (2)-1/2'4' X 4" I L/I �l �-' - - lO CONSI'DO(: 1x25-Q4 LA&-BOLTS A i 1 I I I I r t r f BLOCKING CONCRETE I r I I r 3/4" = I'-O' I I/2" CONCRETE ; . I; TOPPING ®FINALCONST_ 01.03.05 TOPPING 3 ! EXTERIOR WALL I i I I r I Ql'LAN RE?VIF NV 3/4' PLYWOOD GAP I / " I i i <XX'-XX"> 5 WITH SHEATHING FLOOR rORRIvCllo�vs t�F07-03 3/4" 5t)5-FLOOR r PER SHEAR WALL I I I i I I I SHEATHINS [XXX'-XX"] SCHEDULE r I i i 2X8 TREATED LEDGER- #5 AT I`-b" LVL BEAM ADDENDUM 5 0"3.16.05 H ^ WITH 1/2'V X 6" HORIZONTALRE' PLAN EXPANSION ANCHOR T �N �.Q NOTE: Q I i I r AT Z'-O" / LAP WALL 5HEATHIN6 (2)-#5 C.ONTINUOUE OVER RIM JOIST 1,711-1 ------------------------- I I 1 1/2" CONCRETE- TOP AND BOTTOM MINIMUM 1'-0' TOP II SECTION TOPPI N6 ✓ AND BOTTOM AT I�I EACH END � � k/2" ISOLATION JOINT "k i 1 I I ; FLOOR FRAMING PAVERS RE: LANDSCAPE 3/4" = I•-p" SHEAR WALLS I I i I RE: PLAN 2X4 AT 2'-O" BATTERED I i I 3/8" EACH END i + CHIMNEY WALL WITH 4 i I I i I 4" SLAB FOR PAVERS 1/2" PLYWOOD SHEATHING I I I I I-JOIST LLy + r I r CU N," RIM BOARD a i i i i 05 AT I'-6" EPDXY - - -- mss'--- —s---;!'a s�--a—.x SI PLAN I I I I &ROUT 6" INTO SLAB °° RIM A-35 CLIP SE GT t ON �,--� � RIM BOARD TO PLATES " - 1 !i_ SLOPED T N.W.F. 0 Q SECTION 2 SCHEDULE R WALL 1 112 I`-O' b.a i I SLAB WITH W.W.F. aC d J I I i I VARIES DRAIN BOARD 1 EMBED PLATE RE: ARCH- �►� •. Od, &ECTION 1 i i i i BY PREGASTER 6 Q 3/4" = I'-O" i t T-5. 14X4X1/2 i -*+ -"It«.!r-; t X '-■+[- I4 '1< Q [XXX'-Xx" ' EXTERIOR WALL a: V t 1 I + 4 WITH SHEATHING C,ONCR RE. TUNNEL -- 4 -.`.° - .- g PER SHEAR WALL TOPPIN& O Aa PLAN ° SCHEDULE ° I i r I . • :.: , i- = . FLOOR �. I/4 i i (2)-1" 4V X 2'-0' i i " n .- _n ° : RE: PLAN �k r I THREADED RODS r I °y i I/4" RIM BOARD I WITH 4X4X318" FE 0 o ry i i NUT AT EMBEDDED i ; BEARING PAD NOTE: LAP WALL SHEATHING + I END r I Z BY PREGASTER I i i f xr —L4X4X3/8 X O'-8" 4 $ WATERPROOFING AND OVER RIM JOIST MINIMUM A i I A A I I A _ +> RATE INSULATION I'-O' TOP AND BOTTOM BUILDING#5 Cxx'-xx"] AT 5HEAR WALLS DTI i MIN. 3/4" . "! a" RE: ARCH. i c 11/2' I I - I/4 4 4 i r SHIM 4 NON- r I r 1 —3/8" X 6" K O'-b" r r SHRINK EE�ROUT i I EMBED PLATE WITH 4 ° INVERTED PRECAST SIMF'c�ON A-35 CLIP > " 4 D.A.S. TEE BEAM RE SHEAR WALL SCHEDULE 3/4 X 5 I/2" X I'-8" a C2)-3/4"m X f7" RIM BOARD TO PLATES BASE PLATE Y ° - ° - RE: TUNNEL PLAN ° d -.' Q i FOR SPAGIN& I-JOIST ffi . 4 _ AT 4'-D" r RE: PLAN 54 . 51 I-JOIST 13LOGKIN& AT SECTION A^�► ANGLE BARS A REQUIRED SHADED AREAS DENOTE r STRUCTURE GON5TRUGTED V 1. xs_.:�,. TO FIT IN HEAD ti OD UNDER SEPARATE PERMIT R E ELEVATION SECTION 3 F AM VAT I ON sT , -8" CAST IN PLACE WALL G T I O 1\l 10 WITH REINFORCEMENT PER 3/53.0 0� 3/4• = 1'-0- ��8::l , :_o:: — " ETION 8 (2)-2X6 FULL HEIGHT FASTEN OUTRIGGER WALLS WITH SHEATHING BAGK5PAN TO TOP CHORD PREFABRICATED TRU55 RE: PLAN -- PER SHEAR WALL SCHEDULE WITH GLUE AND (z)-ROWS Ibd NAILS AT 1'-0" ® 2004 4240 ARCHITECTURE, INC. OVERFRAME 5/8" PLYWOO© 2X6 LEDGER WITH 2X6 LEDGER WITH FASTEN RAFTERS EACH END SHEATHING (2)-16d NAILS AT (2)-Ibd NAILS AT 2XI2 OUTRIGGER AT WITH (4)-8d TOE-NAILS FOR 1'-0" TO PLATES 1'-0" TO PLATE5 EACH TRU55 WITH SPANS UP TO 2'-O", SIMP5ON FASTEN EACH TRU55 FASTEN EACH TRU55 SAGKSPAN EQUAL TO (3)-3/4" d) THRU-BOLT5 �r A-35 CLIPS UP TO 4'-0" d WITH (4)-Bd TOENAILS WITH (4)-Sd TOENAILS 2X CANTILEVER LENGTH (OR 12 WITH 3" 5PAGfNI6 e�ti FOR—�P. 550 R U HANGERS l2 AT EACH TRU55 AT EACH TRUSS RE: .' + (CENTER BOLTS FULL LENGTH OF TOP CHORD) , PREFABRICATED PREFABRICATED 2X12 BLOCKING ARCH VERTICALLY) a COUNTERSINK I" MAXIMUM LVL 5015-Ug-FASCIA 6ERDER TRU55 GIRDER TRUSS WITH SIMPSON A--35 RE: PLAN RE: PLAN CLIP TO WALL PLATES < SHEATH TRU55 PER SHEAR WALL j ENDS WITH R r„ SCHEDULE 1/2" PLYWOOD AT SIMILAR, TRUSSES ARE PARALLEL TO 2 4 n WALL THIS SIDE BEVELED BLOCK EACH SIDE 4 RIO 1V y NOTE: JACK TRUSSES kx L "1 W REOUiREO ONLY WHERE t r - SIMPSON H2.5 AT EACH TRUSS BACK5PAN OCCURS OVER Q F INTERIOR SPACE. ALL - HIP TRU55 WITH u TRUSS TO TRUSS LVL OUTRIOeERS J 2X12 LEDGER CONNECTIONS SHALL BE PROVIDE BEVELED BLOCK (RE: PLAN) E RE: ARCH FASTENED TO LET-IN UNDER EACH DUTRIEaEaER SPECIFIED BY TRUSS �7• tQ CEILING HT. O MANUFACTURER. LEDGER WITH GLUE AND im. ARCH FOR ALL(5) ROWS OF 16d NAILS AT 3" FOR 1'-O" EACH ILINB SLOPES SIDE OF STEEL i SADDLE. FASTEN WITH - ----------- -- V (4) ROWS Ibd NAILS AT I'-O" AT THA HANGERS RE' ARCH. 2X6 EXTERIOR WALL r -- LVL BEAM, RE: PLAN WITH SHEATHING PER CIO O I I 4" I SHEAR WALL SCHEDULE �T 7 � � Ohl 1/4" STEEL SADDLE SIMPSON HANGER 2X12 SUB-FASCIA WITH w WITH TOP FLANGE AND RE: PLAN (4)-Ibd EW7-NAILS W JACK TRUSS WITH i i 3/4" = 1'-O" (10)-Ibd NAILS TO LEDGER (U.N_O. ON PLAN) SECTION } r 2XI2 OUTRIGGER I AND (2)-3/4"0 THRU-BOLTS f V RE: PLAN i I TO GIRDER TRU55 3/4" - 1'-0" t r r 2XI2 BLOCKING 12 WITH (3)Ibd NAIILGSER I WITH (4)-$d TOE-NAILS 2X12 SUB-FASCIA WITH (4)-16d AT EACH STUD END NAILS AT EACH RAKE JOIST EAVE JOIST AT SIMILAR TO PLATES EQUAL EQUAL = w r RE: ARCH F �,� (U.N.0. ON PLAN) EXTERIOR(RE.BELOW. (REs PLAN UNDER-FRAME } SOFFIT AS RAKE JOIST, RE= PLAN V z FOR WALL LOCATION REQUIRED AT SIMILAR O SECTION 5 W 3/4" SECTION 11 3/4" = 1'-0" Iti ' = - SIMPSON 2X12 U HANGER AT GONTINNJOUS EACH RAKE JOIST FA5TEN TO PREFAB 2X12 BLOCKING TOP CHORD TRUSS, REs PLAN REs ARCH. WITH (2)-8+d TOE-NAILS WITH (3) 2XI2 BLOCKING ROW5 Ibd a — 51MP50N H25 CLIP EACH 51DE TO RAFTERS RE= ARCH' WITH SIMPSON A-35 NAILS AT 6" AND (4)-$d TOE-NAILS 12 TO BEAM 12 CLIP PER SHEAR WALL 50HEPME 6 OWNFR/DFVH.OPFR RE: ARCH 6 FULL--HEIGHT RAKE WALL ��+�+ WITH SHEATHING PER SHEAR VAIL l�I SOWIS 2X6 5LOCKINO AT 2X6 5TU5 WALL WALL SCHEDULE RE, PLAN FOR �jfO (( 1 2'-0" FASTEN SHEATHING WITH SHEATHING DEVELOPMENT MOMENT APPLIED ��.P G 12 TO BSOGKING WITH 8d COMPANY TO TRU55 END F �Q LVL OUTRICEsER Ill�l �Q ; WHERE INDICATED AVON,COLORADO RE �� ARCH ON PLAN 1RCHI'!1?Cl'ON Rf•]CORD M 4 ROOF RAFTER &ECTION 2 GIRDER TRU55 (RE: PLAN 3/4" = 1'-0" , WTH (4)-eO ■ �J TOE-NAILS TO 12 ARCHnS TUItE WOOD BEAM RIDGE BEAM AT SIMILAR WOOD BEAM RE- AT Colorado RE: WITH (2)-I/2" X12" ARCH ARCH MAS11M PLANNIM LAG SCREWS TOP Q 12 AND BOTTOM 2X32 BLOCKING OVER FRAMING :=:, ©LSrcaMCalrlWI' (RE: ARCH FOR DIMENSIONS) TIMBER BEAM ON RE INDICATED : i ROOF TRUSS WOOD BEAM RE, PLAN ZA (RE: PLAN) = I /Nll, HART HOWERTON (RE: PLAN) 5ECTION BEVEL TOP OF BEAMS WOOD OUTRIGGER ' NEW YORK,-4 M YOM AT ROOF SLOPE 51MP50N A-35 CLIP (RE PLAN) }r AT (3) OUTRIOOERS LVL SUB-FASCIA PREFABRICATED RE: ARCH FOR 314" = I'-O" TRUSS, RE: PLAN CHIMNEY BATTER CLOSEST TO EAVE srxC�catRAr.Fa.rrnlF�.aC &ECTION � MoNaoL do ON,C l ILAD Lk+RS.i?4c II AVON,c:OLc]1L930 1I 3/4" = 1'-O" n MECHAKIC,�r.M.FrrercAr.r�rcrn-FFa INVERTED HANGER BEVELED BLOCK u M-L 1-2%Glx INKS,LV C RE: PLAN UNDER EACH LVL ° WOOD OUTRIGGER COLURAW AVON, LVL OUTRI6<5ER EACH 2X12 BLOCKING 2X4 AT 2'-0" CHIMNEY REs PLAN. BACK- SIDE OF TRUSS FLUE AND RE: 14/S4.51 FOR WALL WITH 112" PLYWOOD 4,-O" SPAN OUTRIGGER crvlr.xaltr AD NAIL TO TOP CHORD OF CHIMNEY GAP SHEATHING nlrl�Llnrcll+lu�L�c,INC. 2X CANTILEVER V,�n,car,Danr>a LENGTH R FASTEN TRU55 WITH (3) ROWS OF Ibd 2Xb EXTERIOR WALL SHEATH TRUSS ENDS TO TRUSS WEBS NAILS AT I'-O" WITH SHEATHING _ WITH I/2" PLYVdOOD OVERFRAME RIDGE BEAM 12" LVL SUB-FASCIA (U_N_0. ON PLAN) WITH C7LUE t (4) I RE: PLAN I6d NAILS AT 2'-0" PROJFLT NUMBER: 5285 2X4 STUB WALL 1/2" PLYWOOD 5HEATHINS RE' BELOW CHIMNEY ARCH Y�IALL FASTENED TO TRUSS ENDS . AND 2X6 OUTRIGGER SUPPORT ISSUE REVISION DXfE SECTION 1 2 _ y OVERFRAME No 12 PER SHE WALL SCHEDULE x OVERFRAME 10 CONSY'DOC 10-25-04 AT SIMILAR) 2X6 OUTRIGGER SUPPORT 3/4" = 1'-O" T. 6 WITH (2) ROW5 Ibd NAILS AT 2X6 BLOGI�ING ®FINAL CONST. 01.03.05 WITH SIMPSON 6" TO TRU55 UNDER EACH A-35 CLIP EA. OUTRIGE�ER <RE= gRGH> QPl AN REVIEW END UNDER 2X10 BLOCKING CORREC!'lONS 0.07.05 HIMNEY � - SIMP90H H2.5 AT EACH TRUSS AADDENDUM 5 05.16.05 ROOF JOIST WITH TRUSS MANUFACTURER �•. SIMPSON LSSU HANGER TO PROVIDE VERTICAL WEB MEMBERS AT 2' D" FOR OUTfUO&ER FASTEN FLOOR SHEATHING TO LVL BEAM WITH GLUE AND PREFABRICATED TRUSS s ATTACHMENT (2) ROWS IOd NAILS AT 3" WITH 5IMP50N H2.5 CLIP SHEATH TRUSS ENDS WITH &ECTION 3 1/2" PLYWOOD FASTENED ` WOOD COLUMN (RE: PLAN) WITH 8d NAILS AT v" '' 3/4" = 1'-O" WITH 2X6 KIN67 STUD EACH SIDE 12 2X6 SHEAR WALL WITH 2X5 BEARING _ SHEATHING PER SHEAR WALL WALL SCHEDULE. RUN A RE: t F BEVELED PLATE ARCH SHEATHING TO TOP OF LVL 2X6 B=ARINC7 WALL d ` ' RE . BEAM ;{PLAN 1/2" CONCRETE TOPPING <RE:ARGH> SIMPSON THA , (2) SIMPSON MSTT2 TO. PLATE -- STRAPS EACH END OF RE: PLAN HANGER AT EACH SHEAR WALL ABOVE. RE: ARCH ' TRUSS {d' (WRAP AROUND LVL BEAM) - PREFABRICATED TRU55, RE: PLAN FASTEN FLOOR 12 5HEATHING TO LVL DRAG STRUT WITH GLUE A C: AND 10d NAILS AT 3" &ECTION 1 O PREFABRICATED TRUSS BEYOND Bi LLDING#3 • _ 2 v2° DETATTS RE: ARCH F P 2X4 FLAT BLOCKING CEILING SLOPES AT SHEATHING SECTION PANEL EDGES FLOOR JOIST (RE: PLAW I I TRU55 (RE: PLAN) ■ I I WITH 51MP5ON ITT HANGER 3/4" = I'--O" TOP CHORD BEARI 51MP50N A-35 r I CLIP AT 6" I I _ _ I I PROVIDE (2) SIMPSON M5rl2 - - 2X6 SHEAR WALL i I STRAPS AT ENDS OF LVL BEAM STEEL BEAM (RE: PLAN) PER SGHEPULE r TO COLUMNS BELOW (BEYOND) WITH 2X RIPPED PLATE AND I/2 14) THRU-BOLTS AT 4'-0" STAGGERED 5ECTION 14 6ECTION 13 SECTION 4 3/4" = 1'-0" 3/4" = I'-O" 2004 42140 ARCHITECTURE, INC. 2 3 4 of cot 41 F E. RANDAL 53 77 GL PIE '--]F- JOHNS rt FRAME COL 11 - - - --�" FRAME COL 0. 0. 13'-3" 14'-0" �L' FRAME COL 't' PIER 3 COVERED 1E17 FRAME COL PIER A351 BRN?,74 L,�VVOGMSLOPE F 'OL 4'-4y 8'-7y4" FRAME 4 13'-4Y4" 4 kf 7 7 41-4,Y41- 4'-6" 4 -6 4'-7Y2 NI �r' PIER T % 1 1% L FRAME COL 352 COVERED TERRACE S 0NF;,4SLjA ZVVO GWH S LOPE - - -... . - __._.T t r h N 01) -4 11-1 1y2" 14'-4y2" )'-6-, 8'-7Y2 4' 6 2" 6'-2" 9Y2 6'-6" 1 OY2 3'-4Y2 5 -3y L �f- Sim o 2 q 11 WMA ��5.35,/ I � ME* - .1 % K w" Now* Mwft X, in 4f % 40 0 Z po I --A • IN -A -------lik D-3 -64 t rl K 0 if 1mo*# 04 A007A A535 #01 1� b, K CRAME % aliiiNii n @Now u NURIAME FAMILY ROOM IM Simi \A!3�5 > BEDROOM 2 tK 0�- 40 FLR. OUTLET (RE: ELEC.) wj C) \�5 4 Epyl CESS 01 L !787F OF2 -2Y2 op 4'-4" 2'-4" 1, 2'-1oy2 L2'-oy2",X-oJ/2" 2'-9" io L 01 -8Y BEDROOM 2 3' 2" 0006B_ • � O f 21 1 A005 FAMILY ROOM r2 bt ED ��54 9 ��05 % NI %E*.CESS BC 3A CP Jim% if 11 1--- C.3 OWNER/DEVELOPER. STAIR e------ 2'1-5 1-3. I . I i )/4- "�2 -1 3'-7Y2 5'-1 2 5 -8 L Eo) 'Y�L- I I I I .0. BATH 2 VAIL RESORTS C 6" DEVELOPMENT A cpr COMPANY WD. SILL OVER AVON,COLORADO E --------- 0 CONC. FDN. WALL L AlCiffrECrOFIRECORD BATH 2 TILE 41f' AUU/t1 ADO I------- CPT CPT R STN <e> STAIR �55 PAF < > lei WD ED ---; --<M > !--4 -1 ISTN ��l 2 1 1 ! i -- --- I to FLEX 1 1 -- Dwww.Colorado SPACE UPA9R ___Ij BEDROOM 1 [_ MWER PLANNIM 01 TN & it % DESIGN ARCTIrrECr 'n HART IHOWERTION 4> I WD T.O. PLYWOOD SU18FLR C14 NEW Y01K NEW"K P 1V9R ]IN W%ACESS LOWER I STRUCrURAL ENCJNM -In 0001A MONROE&NE ENGINEMS,MW- g 1 BEDROOM I ENTRY % 0 �,j -0, 7Y2 2 AVON.COLORAW t \ 5�5 to STN C bIRCHANICALELECrRWALENG941GER 114 :��TN — UNFINISHE) T.O.- PLYWI>OD SU1BFLR L IN M-EENGINEERS�WC U Q1 EL= -13'-0 1/2- AVON,WLORAM T.O. PLYWOOD UB STORAGE LOWER EL.= -12'-0- M1 C ENTRY 7 M UVIL EMRQMR I 1 00 ALPINE ENGMEERING,INC T.0- PLYWOOD SUBFLR C-4 VAH,COWRAMO TEL= L — J cv Q*l EI '4 r STN MECHANICAL InLE 2'-6" 2'-6° F Cpf-' A ?Ak =Bc SRAW N PROJECT NUMBER: 20900.00 M T I UIU.E4§CESS; MOM AWC MECHANICAL AC STN I BATH I u ISSUE REVISION DATE Affl-1131 so + a I rrui IN B 10 BLDG.5/CONST. 10.25.04 C TOOB N1 N14 L M Ulu "CID IN- IN I FINAL CONST. 01.03.05 41 N1 N TEL DN 3R A.7 AADDENDUM 5 05.16.05 D 3R-A A356 1 8c '\A9-0�1 T_ 2'-4" 44" 2'-3Y4"2'-0"1 2'-5Y2" 0 N N L A E 71 T.O. CONCRETE T EL.= RE:1/A003 PLAN NQTES T.O. CONCRETE 1 .REFER TO EXTERIOR ELEVATIONS LINE OF DASHED LINE OF EL= REA/A003 FOR WINDOW TAGS. BUILDING ABV. 2.DIMENSIONS ARE TO FACE OF T`Upp.!��W STUD OR TO CENTERLINE AS INDICATED. -�7Y2 3. 2X6 AND 2X4 WALL WIDTHS ARE F GRAPHICALLY INDICATED (U.N.O.). 4.REFER TO INTERIOR DWGS. FOR ALL A FIXTURES, APPLIANCES AND FINISHES. F 5.REFER TO SHEET A611 FOR WALL TYPES -1 6.REFER TO SHEET A711 FOR DOOR SCHEDULE. DASHED LINE OF BUILDING ABV. j 353 52 A351 51 BUILDING 5 4'-1 IY2" 3'--OY2" 1)12" 41-5Y2" 1 2 91 2 4'-7 10'---3Y2 7 10" N5 6' Oy2" y 4' y2" ---- ---------- --- GARAGE LEVEL PLAN 14'-1y2ft 25'-11" 26'-7" GARAGE LEVEL PLAN I 7 44-L't, >X7A UNIT A 2 3 UNIT B 4 I/ 66'-7y2" © 2004 42140 ARCHITECTURE, INC. 91-0.. 14'-2" i 3 - 4 co/o 1 2 13'-83 4'-4 8' 7y2 1' ERA i 14'-0" — �4 4 _ (�DAL 14'-0" --- —�_�. .. — 9, 0„ 13'—fi/34.: — 11. JOHNSON ol N 1 TERRACE: I ♦r Imm _ smi'-"m _ _ _ _ _ RANDOM PATTERN SANDSTONE LIGHTWEIGHT Q 53 CONCRETE„SLAB ; rt PIER I NOW NINE MEN MEN MEN MEN MEN MEN oft mom to NNN A522 ' a �� - - - __:_ ...:_ A35 E SIM NOW NOW mild sompol; 1 ! DECK 1 5 , I - - iM 1 1 1 3 „ 4'-8 ., 4'-s" 4'-s" 4'-4y4" 4'-5b 4'_2" I 0 1 \ ! rt PIER _ 6'-5/4 7 _6y4., �_ — 1 A522 r i t FRAME COL I 1 1 rn I ' 1 6.. 8'—7Y2 4, 4„ 1 —11y2" - Q K Fp I I w 6'-2' 6' g2- SIM ` SIM I 1 DECK I 1 2 �° _ _ _ _ _ _ _ _ .. �` FQ SIM _� I 04 ' I A535 I A535 ♦ 1 , v A q ro 1 � ¢ K 1 ram v= raw "~ ,% � A535 I GRILL FOR r _ wj !� Ti 1 4'—' 4'-0 „ ` I ♦ ♦ 1 Isis — T — " 1— — ,mom � V '� _ �.. _ _ _ _ _ _ _ _ _ _ _ 6108A a � ` i = 1 ♦ I ♦ _ _ _ —�♦ l � i - ^ I GAS FOR I - - - ?� ♦r� r, ci am � _ _ [r] F1 GRILL !�� t I i I 1 I W A535 ° K o A107A I 1 o�ET I 1 i iw _; _ _ _ _ r ■ i w ;vown mom MEN NOR mm" am _ _ � 1 OPP. ' ' " ''l MASTER BEDROOM I 1 3 tMNG ROOM I A535 I Ai 10 R DINING ROOM A354 FLOOR 1 1 - ---� I A905 8106 L OUTLET , I , J ! I eioa W O —g I L I 1 42'-1yq„ '-7y4 '-734„ 5' 11y2.. _ _ r� I 10'-Oy2" 1 It it ° 1 DINING ROOM LIVING ROAM .� 1 I 1 — Isis R 2 4'-9 2'-10 „ 4'-0 3'-3� 2`-8 `� ___ —_ --_-... A$1 y4 y2 Y4 �4 j'z �__ -- ��_ T �O _ a I - 54 o A107 `° 4 L N 2 - I � A905 � `" I MEN r7 Cp a . u ) M 1 �, �� _ _ _ - ^� ° OWNER/DIEVELOYER - - I � i ' - - C.3 VAIL RESORTS A110A WD I 1 - 4-1 K 2, 2' 8�2" 3'-334,. 4'-(=%4" 2'-10yz" TI -I �n M M - N ; DEVELOPMENT �G A111B N I I -6" 3'-5" COMPANY USTRUC.) AVON,COLORADO .- ,-. — - 1 a � ARCHIIECTOFRECORD 1O/ I \\ ;� --12 - STI CEILIHG AT31/. OF C:) I I \\ wD N MASTER BATHROOM ■1 I 1 3'-5" I A11i 1 I 1 1 I Cpl M 1 N 1 F {� (RE: STRlu1C _ �Oy1.�,E��•�1���TOHH FIB( WRNS D 1 I i3AS�EILI I ABVF i , I & FlIVI,HES. TY�'. — 1 0 _ _ _ — A355 — Dwww.Colorado E' s-rN 2 , � °� u t sR � aD KiTCHEN D 0 A81 1 Isis- ;�, ` MA598R ru►rnvsR STN J I 8109 E DESIGN A�RcHnT= i = ff I N _ _ .. •• _ _ _ _ ••• HART If _ I ♦ 6 � �C w _ 1 STN M 1 I dt FI H P_ w NEW YORE NEW YORK Ni N —5" D A511 Tl N t O KITCHEN I(jr - - 1 LI TILE I STRUCrURALEPWRNEM ° REF K MONROE&NEW$LLENCEWEF]tS,BVC I I 1 A106 I N 1 PANTRY AVON,col�oRADo o> 55 I gl oR I M1 1 — 1 I Al 12A i ` IN M MBCHANICALELECMCALENGBC" &IT�SHil*Wp. STN M C Isis M-EENGINEfR%lNC K J AVON,COLORADO CIVIL.ENC.UQMR wo ; MASTER CLOSET II , M AUU,,COLOR�ADOG�` 3' 3" 1'-s° Aii2 � ' 6105A "' D ° I PANTRY D A511 REF. $IN STN 1 f _ ~ M 1 II MAIN ENTRY BREAKFAST ROOM STONE wAINiSN M M � _ _ _ _ _ d ' POWDER STN WD 8110 PROJECT NUMBER. 20400.00 Bias 10 - - - - - - ,a 2 P _ I I s ISSUE REVISION DATE MAIN ENTRY 1 1 A9O1 M M T.Q.E O_ PLYWOOD SUE3FLR 1 0 A9D1 I ¢ �o Ai03 A356 N 10 BLDG.5/CONST. 1025.04 f pDE�K N � 1 -I BENCH � _ _ _ _ _ _ _ _ _ _ _ _ _I IN 1 10 N i ,Z - B FINAL CONET. 01.03.05 N REFER TO DTL_ 2 A521 L' T.Q. PLYWOOD SUBFLR 1„ 3' 2y2" _ / _ _ All 1 I B103B f30'AFF , FOR DIMENSIONS • I _ EL.- 0 —0 2y4" 1 I f P , 2'-5" �� 1 'C-4 1B ADDENDUM 5 05.16.05 BAY, SIM. "cr — s BREAKFAST ROOM , UTILITY Isis — _ , 1 uos M y2,. N A103A N II R j 1 A.7 A35B I I WD STN i - _ A1i3 1 I \ i A1038 A10 81045 �.. B104A I 1 \ ' _ r, _ _ Now Now _ _ _ N1 I -- ♦ o r POW)E I I I UTILITY N N p� SQL M - Isis Ai W D 8104G CT ._5y2„ 1 PLAN -MOTES: FL — 1 X42"AFF I 1 — All - , 1 .REFER TO EXTERIOR ELEVATIONS A — i,, BENCH , FOR WINDOW TAGS. 10A ! I 2.� _ _ _ _ _ ""' _ _ _ DIMENSIONS ARE TO FACE OF 1 ' I ENTRY PORCH SKI J ' 1 ' SKI CLOSET I STUD OR TO CENTERLINE AS INDICATED. o < i ! : Z Al 02A CLOSET , K I I ei� 3.2X6 AND 2X4 WALL WIDTHS ARE M ° 4 _2y4„ , �" 1 I I m Aioz 1 1 I ENTRY PORCH I GRAPHICALLY INDICATED (U.N.O.). 8102A - K3 �_ Isis Isis - 1 I E _pp 4.REFER TO INTERIOR DWGS. FOR ALL i HEADPHEICHIT .F.F) K1 FIXTURES, APPLIANCES AND FINISHES. 5. REFER TO SHEET A611 FOR WALL TYPES 6. REFER TO SHEET A711 FOR DOOR Alwas _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 SCHEDULE. IK1 I 1' 10 I ! I ' K2 TYP. Q a ' 1 PIERS 1 N 53 352 A351 BUILDING 5 MAIN LEVEL PLAN I I i 25'--11" 14'-1y' 26'-7' MAIN LEVEL PLAN ! j UNIT A 2 3 UNIT B 4 I 66'-7j/2" N .--N Hg) 2004 42140 ARCHITECTURE, INC. 2 3 4 t� Colo 13, 4'-4,V4 -83 8'-7Y2 4 -4" 12'-1 1Y2" 14'-0" A Le e- E. RANDAL 8'-7y2" SEE MAIN LEVEL PLAN FOR JOHNS 2N WINDOW DIMENSIONS NOT SHOWN inn ON SOUTH WALL THIS LEVEL 1y2" 2 el if 3 JoAl 5 5 DECK BELOW DECK BELOW 0 �-2 T CIO 10 W< K O u J B204B in F F J-1 D Y OPEN TO % 7 woo E7/6m iRRom INNER 11 ' o LIVING ROOM 4 —1 0 ATTIC BELOW MASTER BEDROOM u En �05 z Lo 0 r3 - 0 to �O5 RR ��5�4 L i 1 : 0 4 MM _ _ n. _' OPEN TO 3 4 6'-5 _-3'-4" LIVING ROOM 3 BELOW A812 ED (o 3'-3Y4- %MRiiimRi 4 iimim iiiis imis iiiis meiv 11111111p mi M4 OWNERMEV� I it VAIL RESORTS 5,-O�, 1'-03/4' 6'-2)14" 3 4, %'� 20 __j DEVELOPMENT r3 C14 CPT — — — — — - - COMPANY BATH 4 K N1 A811 I I I AVON,COLORADO N 11111111 11111 MINN 111111 111111 111111 MINE 111111 111110 101111 tn v- TILE *6 N TILE N 1 ARCIRTECT OPRECORD O FOSET 3A -1 t a 1 ' I �- T 814' 1 =s.. 3.-5„ t mi CPT 8205A PAF 3'-P' p'-6" m lei 7jr-- �q 10 A20 op 4 QY� to I I - I I CLOSET 4A CLOSET 11, — [� I j I 0 WOOD Domm.cokwacb ko C> MASTER BATHROOM MASTER PLANNER 2 C.) BM DESIGN A&CFEITECT CPT 40P HALL op HART JMW TON NEW m�R -n-�J/U BATH 3 MINE 111111 111111 111111 111111 1111111 Ono 4)/2" 8'-3Y2- 3'-0' AC S 16" BENCH N 0 .1 tq co RR I IN MUCTIMAL INGRQWK MONROR&NEWEL.ENC.UeM.INC A355 I '01 1 AVON,COLORADO A202A -nL C14 <�A LE N 1 IIII' m I B203A j 16R I M-1RENGffaMMD4C N AVON.COLORADO N I —I I m I N 1% CPT -F N 01 2 Z A203B ACRES 8111111 MINE 111111 ANNE now MINE 111111 111111 1111w m1qp A204A NVI PT Cnu INGoama I A HALL uvi A L P R G D C R 6 R H-1 G.R-1 C- CLOSET 3B CPT BATH 3 VAUL,COLORADO v TILE 2'-2-- 2 33/� A201A N1 S Lo 4 1 1 C13 I B202A u 2A �S PROJECT NUMBER: 20900.00 4'-6 -4" 2'-iO3/4p M 3 ISSUE REVISION DATE 5Y2 5'-4" MASTER CLOSET 1 1 4'-.3 �5 6 Y2" F—mm-71 CA B 10 BLDG.5/CONST. 10.25.04 BEDROOM 4 ATTIC M4 MR. BEDROOM 3 1 161 FINAL COT-Sr. 01.03.05 I ��-MR, PLYWOOD SUBFLR -c-4 Ik" T.O. PLYW Is 5 05.16.05 TEL.= 10'-4" \e5,6 BEDROOM 3 4 L T.O. PLYWOOD SUU11-1-K T! N N COPPER ROOF 4, RE: B/A532 J T L 7'-QY4" - BY2' co__ A i PLAN NOTES- 1 . REFER ELEVATIONS L t-1-21 c1c TO EXTERIOR FOR WINDOW TAGS. 4— J 2. DIMENSIONS ARE TO FACE OF STUD OR TO CENTERLINE AS _ �_ - - I -- ...r I - I � I � � 1�- J t INDICATED. 3. 2X6 AND 2X4 WALL WIDTHS ARE GRAPHICALLY INDICATED (U.N.O.). 4.REFER TO INTERIOR DWGS. FOR ALL FIXTURES, APPLIANCES AND FINISHES. 2'-0" 18 O'Y4d 2'-9Y4 5.REFER TO SHEET A611 FOR WALL TYPES 1)/2" A351 6. REFER TO SHEET A711 FOR DOOR j SCHEDULE. 4'-8)12" 5__s. BUILDING 5 L 8'-1y2" 8'-1V2" UPPER LEVEL PLAN 15'-3" 14*-3" 16'-3" 10' 2Y'. 25'-11" L 14'—lY2" 26'-7" Y53 -J eZ ,A111 I UNIT A 2 3 UNIT B 4 66'-"7y" UPPER LEVEL PLAN A153 1 1/4" = V-0" 05-AFP03.dwg 2004 42140 ARCHITECTURE, INC. 3 4 lav col/ 6'-1034" 129-0" 12'-0w SNOW FENCE, TYP. ERANDAL 2'-103/4" RE: DTLS. 3 & 4/A536 ► JOHNSOIN Af. 53 352 SNOW FENCE, TYP. COPPER GUTTER AND 53 RE: DTLS. 3 & 4 A536 DECK BELOW DOWNSPOUT W/ HEAT / TRACE, TYP. Lo COPPER GUTTER AND DOWNSPOUT W/ HEAT -i i i i i i i i M+ DECK BELOW TRACE, TYP. C) CA to rj 0- 0 0 0 v-Z --------- D 0� OVA D in L) tv I > X U- to Lo 0 >o 6:12 6:12 -534 w 24'-7 1/2" Z 2'-03/4" IN, 0 V.I.F. 11 04 V.I.F. 6:12 04 cD A( 1 CHIMNEY CAP c3J (RE: I/A537) 36-0" 1 ZA5311 TYP. NOTE: CHIMNEYS 00 FLUES ARE SHIFTED -1 L� OFF AXIS WITH C14 FIREPLACE BELOW. 42L OWNStMEVEWHM 'q- LL: SEE SECTION DRAWING 7, > FOR GENERAL PATH CHIMNEY CAP VAIL RESORTS 0 DESCRIPTION. V.I.F. (RE: 5/A534) DEVELOPMENT PC) COPPER I COMPANY CRICKET '-O AVON,COLORADO ADO L2 ;JN 5 RIDGE: 31'-9 1/2 In ARCHrMrOFRBCORD WOOD SHAKES, TYP. WOOD SHAKES, TYP. 6:12 6:12 '000011� lei \�55 Dorww.Cokmdo MWER mmaim DESIGNMcnTr7cr DASHED LINE OF RIDGE 25'-9"6:12 BUILDING WALL HART I HOWERTON �55 BELOW, TYP. N NEW YORK,NEWYORK F SMUCTURALENGBC O AlONJEDE&NEWELL ENGINEERS,INC 1/A531 TYP. f AVON,COLORADO NECMMCALELECrRWALRNGMM WE ENGDaMRS,INC CA AVON,COLORADO CBMENGENEER co AXPME ENGINEAM0,INC. VAU COLORADO 5IA535 TYP. 24'-2 1/2" PROJECT NUMBER: 20M 00 04 C4 ISSUE REVISION DATE co �56 10 BLDG.S/CONST. 10.25.04 (14 6:12 6:12 1110 6:12 EN A FINAL CONST. 01.03.05 ADDENDUM 1 01-12.05 r 612 6 AADDENDUM 5 05.1 0 4- 04 — WOOD SHAKES, TYP. 4'-0" A co COPPER ROOF 0 BAY o BELOW (RE: EXT. ELEV'S.) COPPEk GUTTER AND DOWN POUT W/ HEAT TRACE, TYP- to 4'-Opl SNOW FENCE, TYP. to RE: D LS. 3 & 4/A536 NOTE:NOTE: ALL ROOF RIDGE HEIGHTS ARE FROM EL= 0'-0'. ROOF BELOW ROOF BELOW (RE: 53 352 (RE. UPPER BUILDING 5 LEVEL PLAN) ROOF PLAN UPPER LEVEL PLAN) lie 3p-0" 7'-2Y2" I Ar L 25'-11" 14'-IY2" 26'-7" ROOF PLAN 1/4' = 1'-0" 05-ARP.dwg (:2 3 UNIT B 4 66'-7Y" 7Y2 ZTN 6 A154 I N F--- -------- ------------------- 1 2 3 4 V 2004 42140 ARCHITECTURE. INC. .0351 c 01 ERANDAL 3 JOHNSW4 F131 STONE PIER 7==7 I 3 13 T&G CEILING, TYP. DE-OF-DEC"BOVE Fid L-0-i STONE PIER D. BRACKETS 'i UNDERSIDE OF DECK-AB-OVE--------.-.-. 2 (RE: EXT. ELEVS.) 0 T&G CEILING, TYP. A 0 WD- BRACKETS D.3 (RE: EXT. ELEVS.) 0 eta ------ S'�FFI.F—-0 D 0-- CF FAMILY ROOM ui 10'-0"—0. 00. FAMILY ROOM cy BEDROOM, 2 U Z 2'-6- 1 p'—O" �,�5 4 A 0 A I BEDROOM 2 -cq EQ EQ A354 20 A Ln AT STOR. T-11" 12'-0" CEILING it BELOW —0. 4'-5- (> LANDING I I -8.-011 FLAT AT CEILING S 0-�ABOVE 8RFF T---0 6, EQ EQ EQ EQ OWNSWDEVELOPER Ik ui LANDING STAIR A 0 VAIL RESORTS E BATH 2 7 L ci 2'-0',' S�FFIJ DEVELOPMENT j- w __0 8 t-O. COMPANY BATH 2 FLEX AVON,COLORADO cy 14- i w SPACE $O„ 11V FLAT ARCHrrECr OF RECORD 0 AT CEILING SOFFIT - 0ABOVE w lot-011 7 ci I 0 Ljj 0 EQ EQ STAIR ��55 A LANDING ci 16 EQ. Lli r ARCHITECTURE EQ EQ —0" 4'-0" Denvw,Cdarado 1 2 ci MASTEK PLANNER BEDROOM 1 T & 55 EQ .10 0- DESIGN ARCtffrECT C! —opt 04 w 9 IIMTIHOWERTON I A NEW YOWNEW YORK BEDROOM 1 r ML'CTURALEk4G04EER 8,- 2 MONROE&NEWELL ENGINEERS.INC 9 -0 EQ. 4@-0- EQ. LOWER AVONCOLORADO ENTRY q MECHAN1CAL918CMCALENGR4EM LOWER M-EENGMMMSR4C 2'-6- ENTRY EQ EQ AVON.COLOUIDO +_0 0" 9' 0" —=8 -C AjMNEENG1NEEMCjNC- STORAGE EQ EQ VAU.GOUIRADO auto MECHANICAL I L I I lot-go R EQ EQ io 10'-9"± PROJECT NLU"FR- 2M.00 12'-O"±- MECHANICAL EQ. EQ. �56 BATH 1 f F L cri ISSUE REVISION DATE B 8'-0..L—J 8 -099 7P-O'p 10 BIDG.S/CONST. 10.25.04 ----------- FINAL CONST. 01.03.05 A BATH i A.7 14 �FFI,T w __O 2 —0 -f- 11 7fl 2-—J6- 'ARCH �4EQ ob ADDENDUM 4 04.29.05 �- o A LEQ L EQ .0351 O 16 ADDENDUM 5 05-16-05 r, CO) I L EQ 353 I �A 1. REFER TO M/E/P DOCUMENTS FOR 352 FIXTURE TYPES, LIGHT SPECIFICATIONS, CIRCUTING AND ADDITIONAL INFORMATION. 2. ALL CEILING HEIGHTS ARE FROM F.F. TO BOTTOM OF FRAMING. 3. ALL EXHAUST FANS TO BE CENTERED ON TOILET FIXTURE, U.O.N. 4. ALL LIGHT FIXTURES TO BE UNIT UNIT B CENTERED IN SPACE, U.O.N. 5. SEE ADJACENT UNIT FOR NOTES AND DIMENSIONS NOT SHOWN. BUILDING 5 14'-Ij/2" 26'-7' GARAGE LEVEL 25'-11* REFLECTED CEILING PLAN 2 3 4 66'-7y" Al 55 A�M�qE LEVEL R E M L EC TE D CE I Ll NG P L�A 1 2 3 4 © 2004 42140 ARCHITECTURE, INC. �f Cpl°'p9 � daa E. RANDAL JOHNSO I I I I V 1 I A35 1 1 53 352 w Ui i I I I Z o A W 04 I D:3 A 0 E.Q. E.Q. 10X8 DECORATIVE ® - , 0 FIR TIMBER, rl M ® z �" COVER O I u D tO FLOOR GIRDER • '1 .. r•i )`, w J w*y I :.: ® w x I L!VlNG ROOM ,�'� DINING ROOM 1 acv � 14 -1 f N aloe etas � A354 1 • g'-O" id I MASTER BEDROOM .-3" IA110 / 9y4" w o Q A354 I DINING ROOM LIVING ROOM I 1 '-0" 1 A1a8 A1a9 FOR CEILING IN THIS AREA - SEE 1 I Q UPPER LEVEL FOR CEILING IN w SOQFFi�, R.C.P. '/ THIS AREA •- SEE - 0 UPPER LEVEL ° ® 1'-1n" 1'-g' - 8,. R.C.P. ___ --- -- COLUMN �= = - - _ — - -- - 6 (RE: STRUC.) o :� 8x8 WD. HEADER `( 8'-0., 8'-0" O 0 O I OWNER/DEVELOPER (BTTM. TO ALIGN FEQ 1'-s 1'-s 1 -10 W/ DOOR HEADER, EQ EQ z - N VAIL RESORTS TYP.) 2,-a„ DEVELOPMENT a O RATIVE ° COMPANY E"Q EQ Ea EQw w MBER AvoN coLOR�no f ,_1 ` ' r ARCHITECT OF RBOORD k j TYP. _ KITCHEN i o a 1 2 —0 ETA_ 2' 0" o ® H QF6Ta FLOOR A OVE - 0 w 0 ---, A355 Q FFI �+ MSTR. BA z' 0°' I a ' o I 8X8 SOLID WD. 7Q 6 ( Ant t o '-0 0 LLj "' J 1 _ BEAMS, TYP. g r_09i , _ - , artc�rrcrul� �ti I �-- 1 \. Denver,cabo a ' l ! ci 2'-0" 1 1'-0" KITCHEN 1 SOFFIT I � w , o N , s 1 N - 355 w At07 HOOD °0 O TYPO 2'-p" D MASTERPLANNER ° O i O (RE: INTERIORS) ° 3'-8" i N jtC14 It -9,_p„ I� N a x8 SOLID WD. B NM' cio- PER METERS, TY HART HOWERTON `'' �'P CENTER FIXTURE FLOOR ABOVE ``' NEWYOWNEWYORK o °N _ -- IN COVE BAY, TYPICAL _ � - ---89-0" 8x8 WD. HEADER -1: w° MASTER CLOSET �= _ STMp�T STRUCTURAL ENCANMR (BTTM. TO ALIGN = 4x8 SOLID WD. Ant A z AVON,COLORADO W/ TYP. DOOR o Q :I BEAM 0 ® e�oNROS�NEWEIl.ENOINEExs.nac r rr NWHAN1CALp,LEC�ICALENGWEER HEADER) I - PERIMETERS, g -0 EQ EQ M-EENGINEFIS,INC ® AVON,COLORADO 'r TYP. MAIN ENTRY _ i 2'-D" 2 -0 w EQ. 6' 0" EQ. I �. ALI'M 61G1N6ERV4G,INC. 11 11 SOFFIT _I ® - -- .'_ POWDER g st O„ � VAU,COLORADO I e1o5 a ® MAIN ENTRY Q� 8,-0" L' _ BREAKFAST ROOM 1 cy A1a3 � J B1to T- 4 2 " 9r_Orr A356 PROJECT NUMBER: 20900.00 N91-0 g'-0„ I o B ISSUE REVISION DATE T _ BREAKFAST ROOM i x 3'-7" 2•_p" 4°_2" EQ 4'-0" EQ. f cp - 'y LO i i 1 10 BLDG.5/CONST. 10.25.04 1 12:12 12:12 0 �, N A356 J ,n I ® Fl% l — A•7 ®FINAL CONET. 01.03.05 j E_Q. E.Q. EQ. CQ._ UTILITY Ana ° - _-. - 15 ADDENDUM 4 04.29.05 n © w° g'-0" I Q. - - - -- -- - A ® POWDER ® EQ. - --- - --- -- 16 ADDENDUM 5 05.16.05 T A104 —_ SOFFIT D - r 8'-0„ 9'-0„� - - a 8`-0” ° UTILITY s1o4 �ITR`_ _ ARCH i i g,-0„ _..__- _�__ PENING FIXTURE TYPES,/LIGHTDSPECIF CATIONS. EP I T 0 CHI I i _-- _ - - _ CIRCUTING AND ADDITIONAL 1 ! i I CLOSET i I ® 8'-0" f --"- ---- -- ' INFORMATION. WALL SCONCE 4 i __-_- _— SKI eloz 2. ALL CEILING HEIGHTS ARE FROM (TYP. TO 2) ? CLOSET -- -- ----- - -- F.F. TO BOTTOM OF FRAMING. { I 1 1 1 � $' uoz - ------- -- -----��Q EQ I (CEILING - - -�- - 3. ALL EXHAUST FANS TO BE --.- -- SLOPES) WALL SCONCE CENTERED ON TOILET FIXTURE, U.O.N. (TYP. TO 1) 4. ALL LIGHT FIXTURES TO BE CENTERED IN SPACE, U.O.N. � 5. SEE ADJACENT UNIT FOR NOTES i I I - - - ---------- ---- -- --- -- AND DIMENSIONS NOT SHOWN. I 53 I 1,A 352 I A A351 ® I UNlT A UNIT B C� Q BUILDING 5 25'-11 14'-1y2" 26'-7" MAIN LEVEL REFLECTED CEILING PLAN 1 2 3 4 66'-7y" A156 i 1 MAIN LEVEL REFLECTED CEILING PLAN BS_ARCO2.dw 1 2 3 4 - -- © 2004 42140 ARCHITECTURE, INC_ k �.f4v col �q ES SS�� ; E. RANDAL ROOF FR OPNGW/TYP. 1 JOHNS I � � 1 I A35 �;,, ti OUTLINE OF ROOF ABOVE, TYP. 1 1 WD. RAFTER TAILS 353 352 - -- - ) -- — - - - --- ----- TO LOPE W/ - -- _ S EAVES, TYP. - - _- I f _ - --- - - - , - - 1 f I i 1 i I i I � 1 _ J ' I - - - - I '® - � k IfI a� 16'-8 i t � l O MASTER BEDROOM I D — 12 S LD 4X p I ra I12d4 ° - j}. WD PURLJN. lip 10X 14 \ _ SOLID ;� 1 2�_ rQT,y O -� 1 Cb 4 SOLID N -- --- 1 8X 10 SOLID. I W EAM i:-� - - - ••y W LL)11 -5 3/4 # ? �i r }; J .0354 ®� �� ATTIC ;f, I - TYP. 13•Di - MTER " OLiD WD. 1 DX14 SOLID S; �{ 8X8 ID WD. S S L F� If N 54 I� BEAM ' w WD. RIDGE t. I ROSS TIE. �Vf1t�3 •Mni73 A3 :I BEAM �BTTM. 17 -10 ) j, ---- -- 1 1 2 I ;3' ° - f FLAT I �' ca ® 'l o SX SO��I WD. Co - 0" W l W FA M.®11 4''0" 4'-0" Y 9'-7" 9'-7" 6' 10y,}" °cam f BATH 4 8X 1 SOLID 2 -6" w° 8'-O" WD AFTER -- f.. ® Q I r6 n 8' NEVF�L�IPR 4X12 SOLID N 8 -0 ® Q I WD. PURLIN, a O I EQ. EQ. EQ. EQ. EQ. EQ. w I } _ E - EQ EQ EQ EQ VAIL RESORTS + I I W I i I r I C — — N o DEVELOPMENT E I _ COMPANY I - CLOSET 3A 2'-0° j ��' MSTR. BATH ' -_ 8,-0» - ® _ - a -0 or 2'-�" 9.-0» ° -0 i AVON,COLORADO ® W 8 -0 ! CLOSET 4 a ! , ,I ' 1 ARCHrrECT OF RECORD I HALL CLOSET 4 ;•, 8X8 WD. i TYP. f I .0355 II ° 2'- O _ a 0 a ® HEADER o I ' r [V W 8r—on W or—pn 8'—p„ ® W I FA l - BATH 3 HALL EQ. EQ. t' 71-6o Ir EPA J - - ® 2'-0° ® 2'-6" TYP. w i I = nRn�rtrctre - fl '-6° EQ. EQ. EQ. Denver.Colorado 1 -- - SOFFIT ``' 8,-9» TY 11 I I 9�-0" 4F61� 355 ---- � Tl ® 6 O a 1 WD. HEADER '`' a�+srsR> r'r�` V�-fi° 5'-2" io io ^s_= a M TO ALIGN W N a. �cv - EQ. EQ. I I �tj bOOR HEADE� flES>ICNARCHerECr I CEILING + N a I ACCESS W M w CLG. ACCESS I TYP-) .HART I.HOWERTON Rlic,NW YORK I. NEw YO PANEL, TYP. - -- 8,-0»# PANEL, NP. 2 " A w BAT 3 w 7'^p.. w I I MUCTURAL ENGr f EQ. EQ. EQ. EQ. 8'-o" 0 W I I ]MONROE&NEWEM ENGINEERS.INC BEDROOM 4 8,^0„ I I AVON,COLORADO f- - EQ. EQ. - , Iowa<cnr>Ft�c-rRrc�v ErrcnvEER -- L^V� + o �^ A2o3 EQ. EQ. E EQ. n l w i I + i evoN,c�oO I I t - CLOSET 3B 2'-2" ® W W I 1 1 C l]L ENG O" ® ! AI�INHENGINF�1lWG,ING --_---.- r $,—p„ N :?,-6° Car C'1 Y CaGGC1RADC? i Qr—pn I I 1 .M .0356 E ® MSTR. CLST. ` PROJECT NUMBER 20M 00 1 B _ 3-0" _ B - g.-0,. j s ' I ISSUE REVISION DATE I I 1 BEDROOM 3 - 1O,- 1'• I I ` ►�� 9• p„ - - - ! N 14.7 16 BLDG.5/CONET. 10.25.04 j 1 f o ' ®FINAL CONST. 01.03.05 W t s ADDENDUM 4 04.29.05 e{ f 8'-0„# 72'—crr BEDROOM 3 1 ! -- -- - ! I 16 ADDENDUM 5 05.16.05 i I __ 9l-T'C"f -- _ :: - - T W NOTE• I 1. REFER TO M/E/P DOCUMENTS FOR ! FIXTURE TYPES, LIGHT SPECIFICATIONS, -- -- - - - -- - D ADDITIONAL INFORMATION. I ` 1 2. ALL CEILING HEIGHTS ARE FROM F.F. TO BOTTOM OF FRAMING. 3. ALL EXHAUST FANS TO BE ' CENTERED N FIXTURE, U. . i 4. ALL LIGHT FIXTURES TO BE CENTERED IN SPACE, U.O.N. 5. SEE ADJACENT UNIT FOR NOTES AND DIMENSIONS NOT SHOWN. 353 352 .0351 UNIT A UNIT B I z5,--1 1, 14.-1y” 26,_7. BUILDING 5 UPPER LEVEL REFLECTED CEILING 1 2 3 4 I PLAN 66'-7y" I ! I I UPPER LEVEL REFLECTED CEILING PLAN 157 N l --- - --° - -------- i©-2004 42140 ARCHITECTURE, INC. i cot i E. RANDA.L JOHNSON 2® 7 i RC I I W V I H Z o w I � o o V � STUCCO CHIMNEY W/ W A . i COPPER ROOF CAP (RE: 1/A537) 2 w Uz i � 3 4 ~ 0 WOOD SHAKES-- TYP ' - i r I WOOD FASCIA EL +31'-9 1/2" — — — - — - - — — — OWNER/DEVELOPER T.O. MAIN RIDGE VAIL RESORTS NOTE: REFER TO ROOF PLAN I I I j i i s i 1 I I I I I I I SNOW FENCE _�.� .a I I i i �} i 1 I , _ L._ t i-�I DEVELOPMENT FOR ROOF SLOPES & - - 1 ' � RIDGE HEIGHTS I__ i I � ;i � i I .� i- -1 ' � , ' �--I _ COMPANY i , I ( j COPPER GUTTER & AVON COLORADO ' - I I ! l., --�I -� I ; _� i 1; 1 1 - _! ! I I. 'l L i j I I �E 11.I LI' - DOWNSPOUT I i I'' ARCEUTEGTOFA6CORD i a 1 I j I� 1�— l ' a I I J I =! a�—�-I__I I I L i— �. t� ' -i 1 ! I {v I - I IL � I i I ! I I I 1 ! I I I I I L! ) —1. L l a– I I i L – 1-11 I 1 : . I – - 1 -- a — I i I i.I- I �.I L I I' i I i ' 1 f i ' I I*ARCH j l I l I 9 I I Ii I - ' �� ' I 1 - I cowraw _h 'I L - 1 7 - } ` i I I j 1 j I � I i I �I —iI - .. TIMBER RAFTER TAILS, I _l1_J� —�h__1.l 1� �' I I �...�_.l' 11 I I I I ! i s I j 1 1 pL1"�I"�" TYP. I 1 i i 1 j I j I { j I — 1.-4��1 1 I I— 1 1. k I — I p L — 1_ DESIGNAACHrIFiCT f; +I I I 1 , HART I HOWERTON I NEW YORK NEW YORK • I W i s — SMUCPURALENGINEER ! I i MONROE&NEWELL ENGINEEL%INC I EQ. E.Q Ii- j I I AVOT1 COLORADO 1 1 c f y. c0 I cc i j woOQ SIDING — TYP l I I —� MBGHANICALELfiC'CRICALENGINEER TIMBER BEAMS I i j TYP. f . .� i I I ! I AVON,COLORADO �[E E NG INC 1H TYP. (RE. STRUC.) CIVIL.ENGINEER I I ? I COPPER ROOF ALPINE ENGINEERING.INC. . I � � 1 I ` � p ,o ® BAY VAII.,COLORADO p 1 s I-.��__I—L J1- �I l� I l i I I UC TYP. UPPER LEVEL = EL +10 —4 — — JI A753 �_, J �---�_--- � �`_ _ �_ ` ,_ --�_ �_ .. _-. ,_-`-- :��� I I �, _ ST CO— PROJECT NUMBER 20900.00 �. - T ] � T.O. PLYWOOD SUBFLOOR • l` - 4 ISSUE REVISION DATE 10 BLDG.5/CONST. 20.25.04 ! CURVED STONE VENEER RETAINING WALL \� � i I 1 BB .(RE: LAND.} A I j I AA AA (RE: LAhD.)(jB) � I { O is ADD23NDUM 5 05.16.05 / -, / I , I --- -- FINISH FLOOR --- - - �- — �L- I - - IL SEE CIVIL FOR GRADE �. -- = - = - _J_ ELEVATION REFERENCES, TYP. - - - - f MAIN LEVEL_ = EL 0'-0" — — — — — — — — — — -- — -- — — — -- — — — — II I T.O. PLYWOOD SUBFLOOR EXHAUST LOUVER { PAINTED TO MATCH AJACENT WALL FINISH. UNIT A (RE: MECH_) UNIT B i WALL SCONCE — TYP NOTE: REFER TO SHEET i A751& A752 FOR WINDOW STONE VENEER — TYP j TYPES, SCHEDULE AND SILL & HEAD HEIGHTS. j STONE WALL (RE: LAND.) j I BUILDING 5 TYR All exterior vents, louvers, and other SOUTH ELEVATION Penetrations shall be painted a color which compliments the surround exterior material color. 1 NORTH ELEVATION 4E4d�rg i A251i i i i Ike 2004 42140 ARCHITECTURE, INC. Cot E. RANDAL JOHNSO W u i I 0 I. W a Q � I I' 2 O ! I EXPOSED CHIMNEY CAP 4 3 (RE: 5/A534) 1 ^ W � STUCCO CHIMNEY W/ � COPPER ROOF CAP W NOTE: REFER TO ROOF PLAN = (RE: 1/A537) FOR ROOF SLOPES & © I V I RIDGE HEIGHTS = _ O w NOTE: MAJORITY OF EXPOSED I —_ C-4 — — — — — ,` EL +31 -9 1/2 - 0 TIMBERS TAILS ARE DECORATIVE. _ _ -t..._ ____ ':. All LIE T.O. MAIN RIDGE REFER TO STRUCTURAL DRAWINGS I I I I I SNOW FENCE FOR ACTUAL TIMBER BEAM !-l�._l_�-1_ 1 _41_ .. i,�_i k (RE: ROOF PLAN) LOCATIONS. DECORATIVE TIMBER . ii II � I I - - I. RAFTER TAIL(S) -ra-i�.L.� -I 1 1_1... 1j_1_L _J-1 - I ----- - - - --- -- I �I X1 .1 11 l _1 I I_ _-1!_:1. 1_-I I I - - -- --- ---- - WOOD FASCIA I I ° I I I I i ,_L L.LL l '�, I I I ' - I OwN�vnvorsa , , it y�- t I E+ I I .I' I I I I i I E I ._J I -! - — - - �, I ! I I! -�-!- 11111 I- - - - L. 11 l I l 1 !Ll I.J..a._ � 1� 7�TTLI I 1.1 l J��1 WOOD SHAKES ! i i I I I I = 1 - - I I i I j i 11 I ! I I I VAIL RESORTS aT r _ -s- ! i it "i I` � I PME I I I i L �kJ �_- 1. 1�� __� L I-- I -J1 - II ! I I J!- . 1. �_ i� 1 I Ei I �l 1 I t. �1 - J I I II i. � � � DEVELOPMENT I I I I I ! - I-! �1--. I � - 1_1 �- ! 1 - � I , I~ i - I I I I , I I i � II t� All COPPER GUTTER & s 11-1 - -- . . -i L� L =I- L i _ .1-1 �!fit_l - -1 E I �_�- - '1 - - - COMPANY _ _ _III - ! --_ _ I - _ I DOWNSPOUT 'I I I I t I I I _ =F-t __ _ _- -_ _ - AVON,COLORADO (RE: ROOF PLAN) -ull - L. I l�- i i.-�. l I _ - -_ - I I I I I - R & I r _ E I`I r - COPPER GUTTER Ak[CHiiEC7Of'RECORD E DOWNSPOUT ' WOOD SIDING ' ! k f I I I ' ' rlZ i I ij6 I I I t I _ ARCHffECPJRE FRENCH BALCONY I ! ! I I WOOD SIDING IN A521 ' , i I 0 ! I i 1 I I Ex us.. E� -- I ,cdo►� \ I I I I I PAINfE[� T T H i AC[EW SID G. I I ` MASMRKANNM , (FE:I MECH k t I I WOOD TRIM- TYP D�sECxAxcE�rr�Gr Tl I' ll I I'll I I -_- ( } t I O HART HOWERTON NEW YORE:.NEW YORK UPPER LEVEL = EL +10'-4" _ I I ' T.O. PLYWOOD SUBFLOOR i MONRO&NEw� ,H-r 1I I - 01T AVON.COLORADO 1 T� 5 _�� i • __ 2 i I /!�\ _ _____ �� NEi('�EANICALFr�rr�rra�_p�;�rR -- -- ----� WALL SCONCE I �-s ENGUrs naC I AVON.COUMADO O RR QQ MILENGMER 2 STUCCO ALEnNEiRNGnJnG aa� MTL. RAILING 00 0' 7 A522 v WD. GUARDRAIL do BALUSTERS v�COLA� (RE: LAND.) ip - \ I PROJECT NUMBER 20900.00 Fr= AN--i 111 7 N -11 r LL f FINISH FLOOR k ' I — SEE NI FOR GRADE I � I CIVIL RAE ISSUE REVISION DATE iELEVATION REFERENCES, TYP. FLUE F EXHAUST I ---- — - � -- I _ MAIN LEVEL = EL 0'-0" 10 BLDG.5/CONST. 10.25.04 T.O. PLYWOOD SUBFLOOR ®FINAL CONST. 01.03.05 STONE WALL BEYOND I - ADDENDUM 1 01.1205 (RE: TUNNEL CONSTRUCTION PKG.) _ - - - --- es ADDENDUM 5 05.16.05 STONE VENEER PIERS i JL - L--� �.. 00 O O = - GRADE - - �} (RE: CIVIL} _ ; _ __ - - - - - - - - - _ -- ^C _ - t - --- =L l - L� -r� t : GARAGE LEVEL EL 12'-0" I _ T.O. PLYWOOD SUBFLOOR i UNIT B UNIT A COPPER DOWNSPOUT NOTE. REFER TO SHEET COPPER DOWNSPOUT ++� (TIE INTO STORM DRAIN, A751& A752 FOR WINDOW (TIE INTO STORM DRAIN, I TYP.) TYPES, SCHEDULE AND SILL TYP.) & HEAD HEIGHTS. ' i BUILDING 5 SOUTH ELEVATION SOUTH ELEVATION 1 1/4" - V-0" 4Et.dxy r I I i t f A252 i (I© 2004 42140 ARCHITECTURE. INC. k �� ao E. RANDAL JOHNS N I W it u � Z p D C B A W Q � H � W o o oil - I ` W A J N�TF-. REFER TO ROOF PLAN -, FOR ROOF SLOPES & RIDGE HEIGHTS I I r z 0 - _ T.O. MAIN RIDGE W 0 BATHRM. EXHAUST i I Tt (RE: MECH.) I I t- I L -� I ; s 1 TIMBER RAFTER TAILS. J i. ..1. _-- ..1. 1 till... 1H _ _!-;._::1..=_, . ..:. _ UNIT BEYOND TYP. ; -�- _ 1 :_1 _1 l ! 11 _l._.. WOOD SHAKES I j � I l i ' i l i 1 ; -a[AL-it-�[1 J-11-M -a I i !-L11- -1 J�-���� � � � - . I I i � i .�! 1 � I ► __ ----- --- -- --- - - -.-- -- i -- ILL111 L - _11_. 1.: _ ! 11.i 1..1- --1�._ .� I -- — 1-1-1 } . _1__� - ' 1 ; I i ; , L- i I I 1 1 �_ awN�,�> > i I. I : ----- - -- - WOOD SIDING-- TYP -� � l _ i ! I ' I j Lit � " I 1 - I I_ iI - } 1_ �I � i .L v.�zL RESORTs 1 l 1 I � 1_l�t_� z f� �l J-- 1 1 I - l_ ' 11 _ �1-I� :- - - 1 1 11.1_ X1.11 I . _ - - I _)l.a I _I I .1.1 I ; ----- - -- - s- 44 I ` _ - -1-! I ! ! . ! I i I ! i- 11_ mil. 1--L�1 -1 -- 4�I ( ' I'' 11 I �i f I 111.1 DEVELOPMENT - -1- l 1._L___ I. I_.I---1] 1..1.1-11-_>1Al Al l . _i_11 ! i' - rJ 1 !..11L ! I_,_1-11,-.__l L _�_ ___J__a I COMPANY - r 1 I a I UL ��--1-- - ! - - - -- -- _ I -1 i- - � -- I� i AVO OLORADO 11 111 I I 11 I I I 11 WOOD TRIM- TYP _-. - L i 1. l-1. I 1 1._�.-�-�1 - - -1-1- f - - _�.� - -{- - I I.1 U_-1_ _L-L 11J_1. ,u�ctirrscr a> n +� i i 1.l 111_I !i L I� I H � I � ' ! l 1 1 1�_I- i t 1 ! l-' K a � 1.1..1_.1. ;� >_� ��1�11.1.1�� �,► , � I ' I I ' 1 I' 1-` �� ! '__;__�_l ' I -1 1.1 I UNIT BEYOND -- �- I- - Y - 1 r}. �r -- J 1_ I I I i -- _> l_ l__�1,1 J 1-11u1 ��1-- ! 4 �— �— ,= l l 11_t 1 _1 L UL-1-1 i , ; I Dernrer cotoOao I >1de M PLA NM 1- !1 ILL : - I 11 1 UPPER LEVEL = EL +10'-4" DBSIGNARCH[[PrCI - —- — -- — - =— — -- -- = - — � HART I HOWERTON > - - _�l _ ! I I KITCHEN EXHAUST GRILL I I T.O. PLYWOOD SUBFLOOR N>�w,roN>raY°iac I - - (RE: MECH.) 11 L ! 1 11 I 1 i 1.__k -� STUCCO- TYP I � __1-i s ' - >�oNnoM��sNG ,�rc ! r AVON,GOLa8AD0 � I 1fEClilllJIMELECMC# _ENGH4F" F O F H 1 EQ EQ. I O I a BNGU ,n AVON, 1 coLOenoO MM ENGDOM ALPM HNGINBIBMG.ENC - . - FINISH FLOOR a. . __. I F_ i _ - - Q ELEVATION REF ERENDCES, TYP. PROJECT NUMBER 20900.00 H11 F MAIN LEVEL = EL 0'-0" f MIN. ISSUE REVISION DATE STONE VENEER I I n `i� _ _ - — T.O. PLYWOOD SUBFLOOR i 1 1 ,-_- 1 L r - 10 BLDG.S/CONST. 10.25.04 STONE VENEER PIER, TYP. ! j _- i RETAINING WALL (RE: LAND) ®FINAL CONST. 01.03.05 I STUCCO - TYP ,s ADDENDUM 5 05.16.05 TIMBER BRACKETS - -- - - ¢ - i - (RE: DTL. 3/A537) � - _ J _ I _ a _ I` - DASHED LINE OF rr - = _ CONC. RETAIN'G WALL - x-- BATHRM. EXHAUST(s) (RE: MECH.) I MAIN LEVEL = EL -12'-0" 1 - - GAS METER (MAINTAIN T.O. PLYWOOD SUBFLOOR UNIT A CLEAR MIN. 4' TO BOILER BOILER COMBUSTION CRAWL SPACE EXHAUST & INTAKE) i NOTES: �'� AIR INTAKES EXHAUST TERMINATION (RE: MECH.) 1, PAINT ALL EXPOSED MECH. (RE: MECH.) (RE: MECH.) 0 TERMINATIONS TO MATCH BOILER FLUE ADJACENT WALL FINISH. MAKE-UP AIR INTAKE EXHAUST 2. REFER TO SHEET A751& (RE: MECH.) (RE: MECH.) I i A752 FOR WINDOW TYPES, SCHEDULE AND SILL & HEAD HEIGHTS. BUILDING 5 ; EAST ELEVATION EAST ELEVATION I j 1 1/4" = 1'-0" 4EL.dwy A253 i f r 2004 42140 ARCHITECTURE. INC. cocogq E. RANDAL JOHNSON 20 Mk Zo 11.4 ". A.7 B Z D.3 u NOTE: REFER TO ROOF PLAN FOR ROOF SLOPES & ad RIDGE HEIGHTS WOOD SHINGLES 0 EL +31'-9 1/2" WOOD FASCIA Z T.O. MAIN RIDGE � ` �, ; w 0 1 w I j- WOOD SIDING SNOW FENCE (RE: ROOF PLAN) TIMBER RAFTER 0 L � J m Hill-!1--.11 il TAILS, TYP. t t L 01 It---I I I LI H T I- .2 . -_ I. 11_!! _Lj 11---L .-] 111 I 11 . 111AILI 'l J _J 1_. JL 1 1- !1. 1 i 1_1 I.. L1;__j L l 1 1.] . il 1 1.1- OWNWDEVELOPER;II I H i ! ILI -1 _11-] 1-i L] J Hd.... 1- 1; 4 VAIL RESORTS DEVELOPMENT H lix'. 11tiffill tHflP 11 1 i - Ut 11 1 . 1 ; 1 11 1 COMPANY AVON,COLORADO '� - —�— 3 ` i i,— J — I i -y_ I 1 — — — ARCFUTEC•r OF RECORD m AKK LL FRENCH BALCONY BATHRM. EXHAUST(s) le (RE: MECH.) J Darrow.c4braft m I ' I i I I I I 1 I I ( WASTER PLANNER m & DESIGN ARCIMEC117 UPPER = EL +10'-4" HART HOWERTON T.O. PLYWOOD SUBFLOOR I F LLET a L= - KITCHEN EXHAUST GRILLNEW YOM NEW YORK --- ] WALL SCONCE SITUCTURAL ENGINEER MONROR&NEWELL ENGINEERS, INC AWN.COLORADO 1WsC11A?UQU EZEMPICAL MqrRQM M E ENGINSE&%W AWN,COLORADO O EQ. EQ. CrVM ENGMEER ALPINE ENGMff=WGMC. co VAH,COLORADO FINISH FLOOR 00 L� SEE CIVIL FOR GRADE co I a- =A PROJECT NUMBER 2090D.OD c\1 T-11 ELEVATION REFERENCES. TYP. 7 .- MAIN LEVEL EL 0'-0" ISSUE REVISION DATE T.O. PLYWOOD SUBFLOOR .. ..... DG.5/CONST. 10-25-04 WAY k-N 10 BL A (RE LAND.) COPPER FINAL CONST. 01.03.05 DOWNSPOUT ................. 1 L i :- 01.12.05 ir DU AADDENA4 DASHED LINE OF ADDENDUM 5 05.16.05 CONC. RErA]N'G WALL Jc (RE: STRUC.) FfT FF T T L OPEN (RE: MECH.) BATHRM. EXHAUST(s) 1'� A GAS METER (MAINTAIN CLEAR MIN. 4' TO BOILER EXHAUST & INTAKE) (RE: MECH.) dk GARAGE LEVEL EL 12'-0" A, T.O. PLYWOOD SUBFLOOR VENTILATION INTAKE CRAWL SPACE STUCCO UNIT B 0 (RE: MECH.) STONE VENEER NOTES: CRAWL SPACE _j BOILER COMBUSTION 1. PAINT ALL EXPOSED MECH. EXHAUST TERMINATION AIR INTAKES TERMINATIONS TO MATCH (RE: MECH (RE: MECH.) ADJACENT WALL FINISH. .) BOILER FLUE MAKE-UP AIR INTAKE 2. REFER TO SHEET A751& EXHAUST (RE: MECH.) A752 FOR WINDOW TYPES, AND (RE: MECH.) HEAD SCHEDULE HEIGHTS. SILL & BUILDING 5 WEST ELEVATION WEST ELEVATION V-0" 4EL.dwg A254 f@ 2004 42140 ARCHITECTURE, INC. l ! I I cotoA� E. RAN3DAL A.7 B C.3 D.3 JOHNSON 2'-fi" 23'-11 2" 161-6)/?- l/� �C>, I COPPER CHIMNEY • /A537)E: DETAIL r I CHIMNEY CAP o RE: DETAIL - I fi 5/A534 MAINTAIN ACCESS BETWEEN ATTIC T[� I I..._ I I y - �In■ RIDGE _�--- ----------- -- ----- --- - ------ --------- -- ---- AREAS. TYP. - _ -- ---- - - - -- 12 I I VJ A O +31'--9 1/2' 6 I I I l 1 iH I OVERFRAME 12 1 TYP. (RE: STRUC.) 6 GIRDER TRUSS RIDGE A531 (RE: STRUC.) } � r 06 -� - --- --- -----------_------ - ----- - � . I I I y - n +28'-1 r'�[`F I! ill l 1 4' ry r w w w w w w w w w w w III ft ft1C]r ,?.; I +� % j , ,,, q �n ', 'i `, I�; 12 RIDGE 12 "+ �: ,r �„r-�1lJt c I'y.kSUiJiu�± x- �] s 1 O.H. ^ r7 f s� A531 ' w w w w w iw w w w w w � T.O.PLATE 1 1 � LIM T i z +23'-0" ---- - --------1 - - - - GIRDER TRUSS - ------ -- - - -�--- -- -------------------- ----- +22'-4 1/8- E w o RE: STRUC. I ' - ' RIDGE RIDGE LINE ( ) 1 I 04 I , � wwwwww www + (RE. RCP) RIDGE L1 IE- ♦ 1 Sim. r/ II SPRING LIE BEYO D RE: RCP ; � w w w r w w w w w rrr r �� www wwww „1 wwrrarww w �wwr � _ (RE: RCP) ♦ A416 r3,N Sim. BEDROOM 3 BATH 3 I HALL A417 ® ® �Q1 I I I d wwww www � , wwww .F. _ � www. � wwwwwwwwwwww� ww wwww � rww � SPRING t INE BEYOND ECORATIVE ♦ RE: RCP TP.MBERS, r c>aaNSRro>EVFiorrNx 1 - - ---- I I 1 2004 42140 ARCHITECTURE, INC. qf co, ERANDAL JOHNSON 21 D c 16'-6Y2" 19'--7Y2" 7'—10'-' COPPER CHIMNEY CAP. (RE: DETAIL /A R 1-37) '' 0 CH MNEY CAP RE: DETAIL 5/,k534 7 . TOP CHORD OF TRUSS TO BE FLATTENED WHERE INTERSECTS HIP LINES. j4 EL.= 31'-9 1/2" —-—-—-—---- RIDGE b 12 ROOF BEYOND 1 Sim. A4114 dN EL.= 28p-1" • ROOF BEYOND RIDGE BEYOND > 12 6 F_ . - - - - - - - - - u z mom ATTIC 12 40' 0 II ENG. TRUSS PJ C*4 ENG. TRUSS EL.= 186-4" —-—-—-—-—--- -A T.O. PLATE Sim. OWNWDEVELOPER \,tl�2 -UNIT B WALL VAM RESORTS BEYOND BATH 4 BEDROOM 4 =AM DEVELOPMENT COMPANY A., EL.=+11'-7 1/2" AVON,COLORADO T.O. PLATE UPPER LEVEL = +10'-4" X 08 P 7L _1R, Tt RE: RCP, o 1 T.O. PLYWOOD SUBFLOOR —TUBE STEEL 11 I I RE: STRUC. AR11 Denw,CokmWo L MASTER PLANNER & MSTR. BDRM. MSTR. BATH MSTR. CLST. UTILITY OPNG 1 DMGNARCHrrECr flARTIHOWERTON FIN ISH FLOOR NEW YOM NEW YORK .J I ' 11' z 11 A I El I I---!!I I 1=1 I j II ,i' - — SEE CIVIL FOR GWE ELEVATION REFERENCES, TYP. STRUCTURAL ENGR4EER Fit -I I Ef I I' -'11! LSjNC ::_- 1 __ 3 MAIN LEVEL = 0*-0" MONROE&NEWEU EKG24MF r -Jill I I I AVON COLORADO Ll-1 T.O. PLYWOOD SUBFLOOR WE ]UNK T ji It.. i AVONCOLORADO HL --i - 11 ill M—ILI CXVM ENGRLIBER AUPINE ENGINEERUs.-G.INCI VM COIDRADO Al 77 TUBE T EEL ;- F RE: S UC. PROJECT NUMBER: 20900-00 P. U E* LUST I I I 1 1 _04 DE C RAT FAMILY ROOM FLEX SPACE MECHANICAL i i — ISSUE REVISION DATE I I E_ QARAGE 5 COF I"ER I 10 BIDG.5/CONST. 10.25.04 RE: TUNNEL CONSTRUCTION PACKAGE FINAL CONST. 01.03.05 16 ADDENDUM 5 05.16-05 ■ GARAGE LEVEL —12'-0" zs v v PLYWOOD SUBFLOOR T.0 d I Ii —I lEdiliEdII-] 1-911=111=PI:---I I lEd I 1---:::l I 1=1 I IA I L�� :--,I El�1=1'1 F l i�--I I ITI I[=I I 1EEI I IH�l I 1=1 I 1 -11 1=1 11=EI 1 1-�7-1 1 1=11 1=1 I r=_ =............. ....................................... -I I P:-1fr1 :A I 1=1 I El I I7:_::::I I I�q 14r--- I* I�I E.b Now E71 I L I I El I F-I 11-1 I I I 1=1 -3] _iml I 1=1 I F=l —_._I I I FTG- El1r. CRAWL SPACE I 1A I 1=1 I I F�: F --i I I T I m m imp R E: STRUC. I! =1 I L ----I I Ul i I:Ll I I=ml I 1__� I I I-A I I I—I I FA I FV, iiii; 11=L11 11-111-111- H1 Ill =!]I -d I F I:L.- !;I ___ffl dil- Ir I I F!I F-i I 1=1 I I=_I I-_--I I I I Ti °4 � wt J.- :i 1__ 1 11 -I. 'm ... — --_1 11, JI! I I __J - - 1. 1 1... - I I F—I I I-J I I-A 'I Ti fli d I A I_ H I Al 1- -1117 �Fuj 1 77 �T!I -I I IF]I r_-_ -JIF I I- i-11 --d 1=111= --I I I Ill---III_III­ !�.I i III VL --I I _1 ILL -111 j j I[LI I I--=_I I i�=_[I I'--H I Ill I' I - Iii-ji: k! -I I IA I I I _--I_! -I I I--I!I-111. I_)II U I I I I--_-I I)-_-I I J-jIL PI_ J!I -))I T 1 177! 1=1 I 1=1 i FA I I-_,-i I I_=__I I 1_1 I 1 11 1 1 1—1114111_ I N -111 -ill I;, �l F_ I.- :1 ,- lil F_-I I I --.I 11:11 1---11 1=1 I I- I'IC I I-=iil--c 40 1 J 1i -M V 7i MQIL 1. COORDINATE WITH FIRE PROTECTION CONTRACTOR DURING FRAMING RE: PROVISIONS FOR ACCESS TO CONCEALED SPACES AND INSTALLATION OF FIRE SPRINKLERS /OR ACCEPTABLE ALTERNATIVE PROTECTION METHOD. REFER TO DESIGN & UNIT A GARAGE TUNNEL SPACES,U CONSTRCTION TOOL FOR CONCEALED SHEET R003. 2. REFER TO TUNNEL CONSTRUCTION PACKAGE FOR TUNNEL / GARAGE. 3. ALL ROOF SLOPES REFER TO ROOF PLAN. BUILDING 5 4. REFER TO EXTERIOR ELEVATIONS FOR BUILDING SECTION WINDOW AND DOOR LOCATIONS. BUILDING 5 SECTION (UNIT A) A352 JL 1/4- = 1'-0' 5SCOI.dwo 2004 42140 ARCHITECTURE, INC. tv cot E, RAND"L JOHNSON OHNSON ell 202 D c B A 169-6y2" 19'-7Y2" 7'-10" u COPPER -CHIMNEY I z CAP (RE[ DETAIL 1/A537) 0 >4 +� ,rJ : CHIMNEY CAP (RE: DETAIL 5/A534) F`- +31'-9 1/2' ........... ............ N RIDGE BEYOND I Ii SIM. ROOF BEYOND i.L 1-1 1 . ROOF +25' GE A A Z OVERFRAME F BEYOND -9" ROOF BEYOND 'i i r1-- STRUC.) RID 3 SIM. (RE: SHEET R003 FOR CONCEALED SPACE FIRE T S ECTI N ALTERNATIVE A41 1 0 LTERNATIVE ------ Ong I 0 H EL.=+24'-7" --—-—-—-—-—-—- -—-—-—- +24'-2 1/2" r ------ RIDGE I:v ZP-W 01191,1&1 -1 md W RIDGE ATTIC ATTIC Q -� �V _ I _: �� , I t 1 s l 'I'al OWNER/DEVELOPER 4- - ; SPRING LINE BEYOND T VAIL RESORTS (RE: RCP) MAINTAIN ACCESS UNIT WALL BETWEEN ATTIC DEVELOPMENT SPRING LINE BEDROOM 3 BEYOND AREAS, TYP. BEYOND COMPANY (RE: RCP) AVON,COLORADO J +12'-8" 1 ----------------- ARCHMECir OF RECORD RIDGE 5 STAIR CONFIGURATION A a f UPPER LEVEL +10'-4 IS NOT ACCURIO�T -I-L'Lr I ----------------- -- ----- -- ------------- '1 �l I IN THIS SECTI - T.O. PLYWOOD SUBFLOOR _� N. I. 65' SEE DTL Dower.Cmkwoo FOR CO� MASTER PLANNER CONFIGU, & LMIl (ROOM MAIN ENTRY 113RUGN Sim. I I DECK 1 A,OB i 1 S�e HA�jj HOWERTON E PORCI YOMNEWYORK ,�536 A101 Ophe. FINISH FLOOR STRUCTURAL ENGINEER MONROE&NEWELL ENGINEERS,INC SEE CIVIL FOR GRADE AVON,COLORADO ELEVATION REFERENCES, TYP. 9160U"CAL ELECTRICALENGINEEK M-19 ENGRaM INC AVON,COLDRADO MAIN LEVEL 0•-0" SUBFLOOR V T.O. PLYWOOD HI 11, -2 VAU,COLORADO 1- ­12-11r—'j 14" STAIR PROJECr NUMBER. W900-00 E� h E A Wk D 0 US T ISSUE REVISION DATE RA IVE C pp ER COVI[R FAMILY ROOM EPCI 10 BILDG.5/CONST. 10.25.04 FINAL CONST. 01 IL7- > I OWER ENTR ARAG f 01-19.05 I 1 I Q 1 1 I A ADDENDUM 2 RE: TUNNEL CONSTRUCTION PACKAGE 16 ADDENDUM 5 0516.05 STORkGE J r L 4- —-—-—-—-—-—-—-——_-------— —-- GARAGE LEVEL 12'-0" A. E-I!I j I t T.O. PLYWOOD SUBFLOOR AlFlzfirf =111AI 7� IM. III-1 I A i I--I I FA 11­11[7I I I i=1 I I.A 1!---1 I I I I I r--I! 1111 1 kd I I--- F71 11`70- 1EA 11711 1:1J 1 117]!L 6.i 11 [111=11[Ll EIII dk TYP- FTG. ELEV. CRAWL SPACE A I I I I 17A I I-A I I=111 ;111-1 I Ll I 11—I I I F--I I!=1- I I-1 I lEi I LJ 1 :7-- I III-111-111_-III-- I I IIEI I I- Ii:::�-= - / I I RE. STRUC. I F-I ill . 1. -1 1 ..!;: ilk !, III ICI --11 k 1=1 I --III H'' 1 W-N 111 -.1 -111 li-m-1117d 111--- HIA! Il- 1! .-111 1:1 F 11 F I I I I F-I I F---f I I I I F---I I I= I . 1:-- - :1 - 1 1 m Ilf Him Ill fll- 1. COORDINATE WITH FIRE PROTECTION rL IL All—E-Ill- I .-L66. A I I i=l I I=-I I I-_--I I I-Ei I I A I] v CONTRACTOR DURING FRAMING RE: -I 10 1 1=1 I iE- -I I FA A HI - i.5 I -- -= - -111 W- -fll-d... PROVISIONS FOR ACCESS TO CONCEALED A I SPACES AND INSTALLATION OF FIRE ­771 I III ML- SPRINKLERS /OR ACCEPTABLE ALTERNATIVE PROTECTION METHOD. REFER TO DESIGN & CONSTRUCTION TOOL FOR CONCEALED SPACES, SHEET R003. UNIT A GARAGE TUNNEL IRK 2. REFER TO TUNNEL CONSTRUCTION PACKAGE FOR TUNNEL / GARAGE. 3. ALL ROOF SLOPES REFER TO ROOF PLAN. BUILDING 5 4. REFER TO EXTERIOR ELEVATIONS FOR BUILDING SECTION WINDOW AND DOOR LOCATIONS. J- 1��PI�NG 5 - SECTION (UNIT A) A353 SSCOI.dwg i--- _ �____ _-- -_F Q 2004 42140 ARCHITECTURE, INC. 1 ! I 1 i I ov coo I 1 I E. RARDAL JOHNSOi 1 2 3 4 S 25'-11" 14'_12„ 26'-7" "mmam mommommum + am am amomm ammomm moommo somiamm mom vomm mom ins aw mmmiumb vows am mom mus wasto ? I I i tr i I 1 1 5b SIM. Z O A905 5a sIM. i jl �O5 to 0 I I Ili i I � d EL.=31'-9 I 27 • I1 i ! � I - _... � �•I• i � _�_ -I , -T, ---------------------------------_-------- -- �-------------------- � RIDGE W - - OVERFRAME 1 SIM. 1 II II II - j OVERFRAME 6 (RE: STRUC.) A415 r RE: STRUC. I II II I I 1 i Ni: I I I 1 I I ' {RE: SHEEP ROfl3 fir► ( } l� `.1 I --- �_._t -1-1 > FOR CONCEALED EL.=27'--5 1 2" �+ (RE: SHEET R003 I + I" !6' r! 'i 1 ---- --- - ---- -- -- -------_-- _---_-..-----_ } 1 TR FOR CONCEALED i r. - - I r ! I li.' ''-- -1-1_ J _ _ _ SPACE FIRE '� i �, RIDGE �� I Q i SPACE FIRE I 1yF�y,li:,5 iE fctir i,irl-Q. J �c:?, 1'u. °!*,1- ° .:�, I I I 1 t 1 I PROTECTION � pTE --- - {{ r ! :!�'I _.l__ �...�L�_ ! i ALTERNATIVES.) 2 AL T1�VI£9.- EL.=24'-7 1/2" I � - --I--- RIDGE O �; ! . A415 1 � �1-J _1 ' i- I� ! k�i[� 1 1 I i I 3 r, > !+ i 1 low mmommom ` � - - K111 ENG. TRUSS RIDGE LINE(RE• RCP.)Arnc I �� II _J- l __ '� ENG. TRUSS_�1-- 1 L 1�_!�!ii.11 I1J 11_1�_1 $`` - ' I - I SPRING LINE 1 :\` (RE: RCP.) r- M owNl3xro>�vt��o»e 1+1749" I i - - '- �� . 1 t l - - - -- 1 - �� T.O. PLATE VAIL RESORTS I r DEVELOPMENT r -_ ��-�—_ — �-- •��-.- � i i `w:, � v �`��y r ,�" --�� -�-�� � n � --i EVELOPMEN 1 - - o 11 COMPANY AVON,COLORADO ARCHrrEC.-rOPRECORn dk EL=+11 --6 1 2 1 INTERIOR RIDGE TOP PLATE l ENG. -- CORATI -- ----� Ef710 iDG 1 TRUSS + li I. LINE BEYOND I1 1 1 I r' ( 1 \ - l MBERS, P. I U I' i; I I i1 !''1 �; I i Ord 1 ! j� \I UPPER J _ +10 -4" l r � � PPE LEVEL - 1 T.O. PLYWOOD SU BFLOOR Donvw.Cokwmb I MASTER PLANNER I I 1, 1 1 I {h f DESIGN ARCHrrP-C r I 1 LIVING RM. ! ( MS Bl) M. 1:: I_ I l f �� 1 1' I`I I 1 1 :I'1 LIVING RM. �- I I I ING ;1 1 All I : l I R HAR D HOWE RTON � 1 DIN RM. ; \t ; � �. II SS 1 MoNROS RUCIUM INC — -IL,._ i ' — 1 1i 1: f+f III 11 11 _—- — -- { It I i / 1 ENG�R ` f I �- ' I i' ' E do NEWEIL ENGII�&RS, FINSH FLOOR AVON.COLORADO I - - T _ i 1 I .I - i SEE CIVIL FOR GRADE a+ECHANE�c''°''x�` ! ELEVATION REFERENCES, TYP. ' , AVON,COIARADO r MAIN LEVEL = 0'-Om ALME ENGINEERING INC T.O. PLYWOOD SUBFLOOR I 1 1 111 fl i ' k- ; PROJECT NUMBER 2090000 - I ISSUE REVISION DATE 1 ;mot- 1 10 BIDG.5/CONST. 10.25.04 I I i Y. FAMILY R . 1 I I != I l i AMILY i BED M 2 I`I!I I = 1 FINAL CONST. 01.03.05 EDROOM 2 I� MIL M fI I � ,� Y _ "N ,3 ADDENDUM 2 01.19.05 .- I ��zu r 1 �:� = 1 ,s ADDiENDUivt 5 Q516 0$ ! GARAGE LEVEL i 1 I =!j 1=l j I I J I I I F-7111-51 I IOC 2004 42140 ARCHITECTURE, INC. ! I ��pF C 01 E. RANDAL JOHNSOW i 1 2 3 4 �C�r�S `'`���► COPPER CHIMNEY CAP `+ i • {RE: DETAIL 1/A5 37) -- CHIMNEY CAP 1 �.I■� I i j 7 ENG. (RE: DETAIL 5/A534) ----- TRUSS 1 � I � I 1 I ----------------------------_------�--- I ___ - -------------------_.�.-----_ _ +31'-9 1/2" !I �✓ � ,y0 �1 MAINTAIN ACCESS I 12 I -,: �:;•::- RIDGE j BETWEEN ATTIC I 6 '] fi, l` _.- (::` 'ti r 1 i5''.i. . .:5! i I MAINTAIN ACCESS AREAS TYP. ;;L BETWEEN ATTIC 3 SIM. , I 2 SIM. ,/„� L {' ;-',� AREAS, TYP. A412 W AO I ' �16 O•H OVER FRAME E I _ !� to � wwrwwwwwwwlww � (RE: STRUC.) t W �' 1 " �� 12 � ww � wwwwwwwwlrnw� � W {RE: SHEET R003 FOR .':-' I x ♦ ENG. �.I , fi , TRUSS CONCEALED SPACE FIRE %;.: I I I u EL.=25'-9" ------ - 1 ------------- -�--- 1 -------- PROTECTION ALTERNATIVE 1 1 I RIDGE 1 1 12 1 1 I 1 OIL 1 1 fi ENG. - ! ` 1 _ j l 1..: 1 W I ATTIC ATTIC J-�_I T I ! I ~ I. 1 JACK TRUSS 1 TRUSS -1- ,� 1 (RE: STRUC.) �. I II 1 ,• ENG. TRUSS l I f f 1 ,, •r 1 i r � ATTIC ATTIC EL=+19'-3 5 8" 1 ,r^T_ �- - - I !I I - - ----------- TOP PLATE - a +19'-6 5/8" I 1 EL.=+22'-2 3/8" T.O. : ---------------1------ PLATE - - -------- T.O.PLATE ---.... - -- - - _--=--- -- i EXHAUST 1 I �� L�1 ,-- -_ - ---- - j �� I EXHAUST 1 OWNERMEMOM 1 LOUVER - `� . , ��, _ . 1 (RE: MECH) 1 BATH 3 _ _ti___ CLOSET 4A CLOSET 48 --" - - _ =� 1 ' � � ', �' OVER 1 1 1 ►�� T �� - ® I, I - _ I `\ Ir I E. MECH) VAIL RESORTS a --- MSTR \ R I Lt BATH I I 1 DEVELOPMENT ® ' I 1 1 1 ! 1 i ! MP A535 I I CO' ANY .... AVON COLORADO 1 li - ARC OF RECORD 1 �✓ j i --1---------- - UPPER LEVEL - +10'-4" IirrECro : : - - - - - -------- ----m-------------------- � �' )�1 - -- -------- T.O. PLYWOOD UBFLOOR lei :r i 1r4• '- i -------1--------------- --- —�_ : � 4 , i . 1 ' : I rr 11 I I -_ _= i i _ I ' F.L_.-.-_ - --__- ,I EXHAUST 1 ,,� I n`Rw•;rrECa� LOUVER I �'v'� oen,rer.cameo 1 1 1 I MAN 1 II {RE: MECH) OPNG 1:1 OPNG I} 1 I jl::' 1 =_ I UASERPIANt" 1 1 1N != I I°I ENTRY KITCHEN KITCHEN 1 etoa 1 e,aa �1 `_. _. 1 I I DENGN ARCNLT cr 1 1 MASTER BATH i i_ 1 1 OPNG ! OPNG 1 I 1 HARTIHOWERTON ,►,,, 6 L I. NEWYOLIK,NL3WYORK S 35 FINISH FLOOR h ♦ - - -- - i 1 /- SEE CIVIL FOR GRADE srgucYVRnr nvcnR ELEVATION REFERENCES, TYP. L�oNROENHW9 GD INC AVON, i I - - ' --- M--- - -----�� ,` MAIN LEVEL = 0'-0" MECtAN�cAi Fret-rRrCU.Enrc=nrmt — - ------ — fi-- ----- -- - — n�-fi13PIGIN8ER5,INC 1 -�---- - -- T.O. PLYWOOD SUBFLOOR AVON,COLORADO i I I I I CIVIL ENGWEER 1 ' ' 1 ♦ , 1 I ' ' ' I ALPINE ENGINEEI[ING,LNG wr I I_ 1, r VAII,COLORADO i 1 I _ i 1 M 1 I p FIREPLACE BEYOND 1 !1:= . I i 1 PROJECT NUMBER 20900.00 6 1 I 1 11 I� ! ' I ! E REVISION DATE LOWER LOWER 1 I I 1 ISSU S BEDROOM 1 ENTRY STORAGE FLEX SPACE ENTRY BEDROOM 1 1 y I �I i 1 N I E - I 1 10 BLDG.5/CONET. 10.25.04 FINAL,CONST. 01.03.05 I 1 j-� ,3 ADDENDUM 2 01.19.05 _ 12, Op I 1-1 GARAGE LEVEL = { -- - - - 11-T17�?l�'I�*1=rt?1�1-1=1 , . '�:�s, is �. I. 5 , -' ��: �' '�• �ti�', �� C _ . ; I I__-I!I I 1=- I I I I I ---_—� i1�ITl-T _ [ )L ��:::.(.•, jn�1(?n`, `�� �' �'. 1 !�/�] , ,` . ; -- --:r-- �Tr_-tr►-"7�rr--1r=-t��lt�tl=*r-- -k 19-1 I I-1 11--III- 11=1 i T.O. PLYWOOD 5UBFLOOR 1.1---111=11 I-111-11 =1 I Ld I I=_ 1 I 1-1 I I_---19 9___I!i-I I!. 111;119-I Il--111 11-I I I==1!I- 111-1_1-11 1;�I!ICI I I I- I I I III= I '� II III 1I kl_1T111 ,II 111 ill 1I I I�!I 1=1 11=1 I I--1!I I --I I! I I I O _ _ ILL I III .III II .. 'I II I III mom L�!-I 1, 1 i I 11 I I I I._ ,I I L I I �.I L• I., :L I. {I I I I I I I!=1 11=1 I I-. I 1=1 I IA 1�I 1!�=1 11=1 I I I I I I 1=1 I I I I I= I 1 11= I I I _111=111=11 III=11!_!i 1=1 1 1=111 -FIT _ I 1'. II 111 1'! III 111; I I!I =- - -- - - -- - - - _ - -- - - - -- - - - -- - - - - -- I9 I I II- III, 0 _! 11 _III --lll�l9 ._ _ - - 91I III_ II I -- '-.. -- -- -- ;I I - - -I.' -- r - ';._-. —• :__.I I _ I__.. ;__._I: _ :. .- I ._._ i -1 I i I I I X91 :!I III III11 I-=-f I I I I 1-_I I.__ 1 _.I I L.__.I.L_-!I I I - � _ _ i - .__ _ __. ,:_._.I I- I I 111 -L,1-...III _1 I __I 1 1__11 .___1 I-III-I I I�I I I�I I l I 1 I III I I III I_I I!: III III I 1 I - _ _-. -.- ' — -- - -- — — — — — ! - - - - I -_ __ -_ _.- —1 __ ..-_I --I! - _ `- ! 9 I I_T111 1 - I- :I :I I: :I Ili III III I I 111 , 1 .I 11 111 !11___111 .!I III I I . .- _ 1 l I I I I- I -- -_ - _-111 -1:1__111 ,.-119-111_111-_-II.. -III-_ .II _ .:, !Ir 111 I I II fll 111 I II 1 I I I I- - .. - -- ._ _-•. _. - . -- _ -- -- -- _ -- _ .I III I I I�I I _ -- - , _ _ _-- _ -- - -- -- -- - -- — 1-- — -- - - - - i - II '--" Ir " - --I W. I=- - =- -- - - - - -- -- --- '-- 1 _.. _._ � .. _. - - - - .: I - i 1• !:_` --- I =' � - I�- �-- ��- - -! -I -: - �__ I- _=-I _ : ._ _�1I I- 1 I L.. i I I_ I I,_..i I .--•.1 111_-I f 1 III __111 --I.I I-- III- .__ _._ _ i__ __ .-_I , -:: --- II-_II --1I! II _I I9__.1II_.III_..IIHIHII-III-111-111__1 : III. -.111__._1: ._1II___111.-_.•11__.1I9_._I:L_.III. .1 . I I. I _I:I I.. III II. I I. . I. 111.=.!!I-:_..III-II:_ .II .II III -II_I:. II III II III. _III - . --__ _ ... -._ . . . ___. III-III-I I I__I I I_..I I I�I I I 9I I 1 I I�I III I I .I 1 I III I, I i� I!I I : -I I _ _._ _ __ _ - - - _. -___ .. _.. _-__ _- __ __-- ,__ __ . _ ,. -_ _- _ _ _ __ _ _ _ _ _ _ _ _ - , I - - — - _ - I--- •_- 1 ---- --- 1--- -- --= 1=-- -- -- -- — -._ -- - _ --- _I I --!! -- 'I - -- ' - , -- - =-- I ! - ----, - ! -- --- I J _ I � W _. __. . _._. I - _.I L_ I _- . - _._ __ I:- __ -III---111-111-_I11__II!__.IIf=:__111___1:!__..:1. -III--III .I. I. I I I I II 111-_111 :I II_ II. ' I _.__ _..- I _ _ 1.- [,L-I I l_-Ilk-I I,- L___. I_. I.-._.11 __.III III III III I_I 111 111 III . I•f I.! I.. I I I .I I III I 111 III .___ -- _ _ _._ __ _.__ __-: __. _ _ _ -- - - -_ I, LI_I !LI 111 111 1 9 III . - . 111 I- III - -- -- -.. . .. _.- _ - -- I -- -._ •I- _ -1,1- 11 --- ' --_I ._ ,I,_ :_ -- - ' -- - - - - ' ''-- '--- --- '• — 1-- -'i I- -- ---I !-- --- -- -- —I -- -- --1 — — 'I- : ---- I -- - -- -- ' I .-- - .I 1 ,1. „ - -- �'— — --- -- - 1 -1 - - 1 - I _l I I_-_!1 I_-I I L-111 111 -III 111 I I 1 1 I I---111__1 I I__f I I--__!11 I I I I I 11 I 11__1,L___I I I-I 1 _..I I,- I - 7= -- -- -- F-11 - I I 1 -- __ ,,I._III__, I I 1 I,I I I ___I I 1-f 111 I 1 111 I 1 III . I _ I f I ._I . _I__ _ _ _ _ __ ___ _ _ F-] __ _ _ - - - ;I I WITH FIRE PROTECTION f --• -_ __ -- --- ---• - - �, • : --• -- -� �-- -- .. , -- '--- --- -- = -- _ -- --� +-- � -- -- - - --. 0 E• 1 . COORDINATE -I I - - -- -- 1-- --- -- --- I I --- -- --- - - -- - _ I --- I---Iii -- - --- __ --I f lr I:-�I I I�I I I---i I Ii I I�:_I 111 I 1 1 l i.�l l i_=1 i I l 1==1 I I--111_... 1!'-- I -I I I 1---I I- 1 11_1 I I :I _I!_ _III I I - .1 I. -,i.__:I9-.11-III-I I�.I I1_.__I l I_._I I�__I I I !I I 1 I I I.I-._III. I i. III III . . _I I. -- 1 ___ _._ _._ -_ .__ __. __ _.. _._ . -._ ..-- __ _ .___ _ I1I 111 1il 11_ III III ILL I_I . I I- : _- ; _... _.. -1 =- _ _ = - — — • --1: — - :--1 — — I 1 II _- ! 1_ _- • - : __ I_ _: 1 I _- !._ L_- i =__ ___ I'__ -_III €_._ -1! - I - 11 II! -111 11_ -111_-III_._!.L.-._III__III__I,._.I., -111,111___1 I. .III=III CONTRACTOR DURING FRAMING E. !!__ .._._ 1 .._ ._.._ 11 I -f l f l I_-III _i I I_I I I___I III-III-_.1.1___.1,. I U I_I I._.1 I__.I L.__I I I__-I 1._111 III I.I I.I I I :. III III 11 I I J I 91 11 i 11 1 : . I I I I I I I I 11 I _ ,.. I ,!11 111_,1 I I.-1 I II I!__I I i- I I I I 1 -' -�� -- � : :- - -- - -- • --- --- � - -- - � --� -- -- -- -- - �1- - - - - � I III ::. ::.--1 I I—I� --- - -- - -- f I --.,,:. 1 If 11, I 11 IIr_111-111=III- - - - I I` I I. = -- I 1!I I 1 -_11;-111__,1 _ :1__111 III--11!=-11 !_1 II ===III -_111 PROVISIONS FOR ACCESS TO CONCEALED II-II:-,l91�I91J11 III 111___111_-I._L_. I I...: ,III,- IIf--1. 111__111 III , I€1 I I-_.!!! ! I:I .I„. .I .111_ 1 PRO ISIO S I I'1 --111==1II 111111-111 . 1 1; 1 'il °;I; III I!I :iI�..I,I Al..=11 SPACES AND INSTALLATION OF FIRE SPRINKLERS /OR ACCEPTABLE ALTERNATIVE PROTECTION METHOD. REFER TO DESIGN & UNIT A UNIT B CONSTRUCTION TOOL FOR CONCEALED SPACES, SHEET R003. i 2. REFER TO TUNNEL CONSTRUCTION PACKAGE FOR TUNNEL / GARAGE. 3. ALL ROOF SLOPES REFER TO ROOF PLAN. BUILDING 5 4. REFER TO EXTERIOR ELEVATIONS FOR BUILDING SECTION WINDOW AND DOOR LOCATIONS. i I S BUILDING 5 - SECTION UNIT A & B 1 J/ SSCO,.dwg i i (g) 2004 42140 ARCHITECTURE, INC. pi co, E. RANDAL JOHN N A., 2 3 4 IR 25'-11 14'-IY2- 26'-7" 01 COPPER CHIMNEY CAP (RE: DETAIL 1/A537) 0.4 0 • CHIMNEY CAP T (RE: DETAIL 5/A534) w II //oo, 0 ROOF BEYOND I iiI y - I 1 E 0 ------------ +31'-9 1Z2" Ij RIDGE BEYOND 12 pwr I I -,-; � I II- J 1 A535 A OVERFRAME it, ;: � 1.- 1. L 61 t i Ll J L__1 107; (RE: STRUC.) Li i H H. J W4 WA-1 LPL(RE: SHEET R003 m 1 12 U 1, 1L I FOR CONCEALED t 16 SPACE FIRE J. ------------------------------ v BEAM 5 PROTECTION RIDGE 1 t tv] (RE: STRUC.) ALTERNATIVES.) z A535 r3 ILA-1 fl V% -HIP TRUSS 0 J (RE: STRUC.) 6 4p� 12 ARI-C ��l 2 JT Lt jt� -2 1/2" F 01 1 1 +24' OIL m Fj m� mono RID ENG.L L - -, --- 4 . i- i j I - - ' � _--P!J_ Ik J -4 GE � I 11A !..'11 L A . , t T . r2 SIM. T 1 ! _U1. iffil v TRUSS LI u j _.Fnklo� :c tuti j Mob ATTIC �4 4� i I IL it H 7J, ATTIC + A -020'-7 5/87_/ -iTO. PLATE MN"MEVEMPER j, RIDGE LINE %.P +1B'-6" OIL ENG. ATTIC SPRING LINE T.O.PLATE TRUSS (RE: RCP.) VAIL RESORTS ENC TRUSS (RE: RCP) BEDROOM 3 MSTR. C1ST. DEVELOPMENT BEDROOM 4 BEDROOM 3 COMPANY ATTIC ACCESS—\ AVON,COLORADO FROM CLST. OPNG r6 BEYOND ��3 5 ARCHrrECrOIRRECORD +11'-4 7/8" OL ------ UPPER LEVEL +10'-4" T.O.PLATE I I I ' u It I I —-—-—---—-- • -—-—-—- -—-—-—-—-—- a _ �_�)"A T.O. PLYWOOD SUBFILOOR 1 Denwr,Cokwaft MASTER PLANNER & DESIGN ARCHITECr MONO HARTIHOWERTON kAIN ENT OPNG, NEV YORr,NEW YORK MAIN UTILITY POWDER ENTRY _4 6 FINISH FLOOR MUCrURAL ENG1NEER r MoNROP&NEMEU E14GINEM,INC A A535 BIRM AVON,COLORADO SEE CIVIL FOR GRADE % r ELEVATION REFERENCES, TYP. )JECHAN]CAL raFj=CAL ENG1NM M-E ENGMEERS.INC AVON.COUAUM -—-—-— —-—-—- MAIN LEVEL = 0'-0" -- ----------— —-—-—- )A Itt T.O. PLYWOOD SUBFLOOR ALMM ENGINEEMQ,INC ouuu b _86 � )f 7- J.. % # PROJECT NUMBER: 20900.00 �_ n 1 �_. ��-I-l�����1 i 1 ISSUE REVISION DATE 10 BLDG.S/CONST. 10.25,04 LOWER LOWER BEDROOM I ENTRY STORAGE MECHANICAL MECHANICAL ENTRY BATH I AGI I FINAL CONST. 01.03-05 A ADDENDUM 2 01-19.05 16 ADDENDUM 5 05.16�05 Fl I I-_j I LEVEL 12'-0" IF _71i: IWI III=III III-11 -11 IZ7111 a, GARAGE Ed A 11 ill-1 11--1=1 11 11 -—-—-— —-—-—-—-—-—-—-—-—-—-— ��rj�Q - w If, 1� ? - j.- ----- =11 F I I-- FAII M 1117-11 F1 I I -A --1 1. Jift, _id I 11=1 I T.O. PLYWOOD SUBFILOOR 'jmf�' 1=--I --I I --I I LEI I I--- —I ��LLq I I ___� 1-11!---- - __ I I F1 I Ed I I _'u 1 1=1 I 1=1 I I=i I Ed I 'u 1pik IW-Ill III:-I I L-I I El I I—A I F 1171111 k), Um )( )U % 5 TYP. FTG. ELEV. _-I 11711 F-11! 1! 11-. - Tim L�111'r-41 I)Pi I ---I 1 1 111-111711 Fill-1111 RE: STRUC. t __7_1 1 F- I El 1_1 11-1 I I 1_1 I IH-1 I 1=1 I 1:�] CRAWL SPACE AR I SPACE .11 E ll-=-Il = -111 7J11=111AIF—All -I I I=_i I I- I I F-I I 1�� = I I -1117-711 il�___l I 1--11 1=1 I E-1 I El I I -111 111Iii 'I i El "I I I�A I I 'rl_r" I v i!r 1!F-1 i F-1 1 1 FE-1 I I I Ti i I F, ..i I r I I AI Ff I _J]I r- I-H-111=91 F-1 I-- 1 -=i -1h =-111 I! AI 11 -1 IL�IIFLII F!I I F I!=:!I I i I Ed I I---I I IL- _T j flI• RUM 1 . COORDINATE WITH FIRE PROTECTION Ill k! ii II_-_ =1 I F=_1 I 1_=�� I I IA_ i]-=I:I-A A I I�El I Fl 1 F__ T I J I —I MEW -1 13 1 I= EJ I 1=1 i i I I - CONTRACTOR DURING FRAMING RE: A I F�: I I I F�j I F I I - i 1. - . 7�111 --h! J -I I IE_:I I I-- I I F1 I I___ I I I�El I F1 1 1177 i I I I!��_l I .,-I I P I I I!. = -_I . ii - 111�11 H �� = _.i I=_:11 -7- i;-.A I F-11 'I I F-1 IF- I I I F I I PROVISIONS FOR ACCESS TO CONCEALED SPACES AND INSTALLATION OF FIRE :J j F-I j 17-d j F-7-1 j 711 11 -j�.-tj.j- I.I ji--., R.. ji, Hp- !!_i i;:Z:I F T I I 1=1 I I 11 1 1�1 A 1 -7:11 m I[=1 !Il ill -1 1 1 FA;1 -1 Hill 3 SPRINKLERS /OR ACCEPTABLE ALTERNATIVE PROTECTION METHOD. REFER TO DESIGN & CONSTRUCTION TOOL FOR CONCEALED UNIT UNIT SPACES, SHEET R003. 2. REFER TO TUNNEL CONSTRUCTION PACKAGE FOR TUNNEL / GARAGE. BUILDING 5 3. ALL ROOF SLOPES REFER TO ROOF PLAN. BUILDING SECTION 4. REFER TO EXTERIOR ELEVATIONS FOR WINDOW AND DOOR LOCATIONS. rl A356 2004 42140 ARCHITECTURE, INC. I � � I A51 ®S SIM. E HNS� 33 .�� E 1 l I I I 1 _ r -1 -_. - I j� O.H. log IIFF2'� 1 OEAVE I I A531 TYP. W f� 1 � li � 2x CLG. I - JOISTS � f � A753 a 1 - u ROOF FRAMING W A VARIES A �T� Q� @� Y O.H, A531 ♦ ♦ w (RE: STRUG) w '� UNIT WALL � BEYOND � SOLID WD. 1 z TIMBERS I RE: ELEV'S 1 ~ - ^ a SOLID WD. BEAM DECORATIVE 1 `� CLG. 1 ENG. TRUSS (ROOF TIMBERS ( 1 FRAMING VARIES, 1 (RE: STRUC.) 1 RE: STRUC.) 1 A DECORATIVE METAL STRAPS T.Q. PLATE RE: BUILDING SECTI 1 _ OWNBAJDI3S�g[.OL�R UPPR. LVL _ , �_—_�_ ------ - +10'-4" ------ -- - - - - - ------- _�. _ UPPR. LVI_ — - - - - - -- --- - — -_ - ------- - --- �- - - -- - --- - - - 'gip---- + 10'--4" I t TO. PLY VAIL RESORTS T.O. PLY T.O. PLY �;i z (RE. R.c.P.'s) DEVELOPMENT 2 COMPANY ® 2x CLG. FRAM'G ! - A AvoN,col.oRnDo _.. T ARCtffrWC OPRE CORD UNIT BEYOND ® is --- VARIES fl � �__ � � A (RE: PLANS) UNIT BEYOND ll; I 1 1 , I ■ VA VARIES c / (RE: PLANS) 11f A53 i Derw.Ccmrado MASM KIM" II I D�[GN aCHrfWT 2 �� I WD. SOFFIT ..,.��.�. _....i�.�. 32 36 + ; / DECKING HART�HOWE TON ENTRY STONE COLUMN 3 a Pte_ 1 HEIGHT VARIES 37 it E 1 (RE: EXT. ELEI/'S) -- -- .. '� _ •• i �♦ srR�t�G 1�ONRORAtNEMUENGW RS,INC SOLID WD. PURLIN AVON,COLORADO (RE: STRUC.) A$CFLANICAL,� � ® I I I � 1 ' M w I I 1 8 SOLID WD. BEAM �, # DECK A532 1 (RE: STRUC.) ALPI1+V G.Lt<1c PROJECT NUMBER: 20900.00 M LVL -�'-_�" I _ c� c� ---c—�--- c�---- -- T.O. PLY r ;nn I S ) n Q c�C���Vv Vc�U �o� c�UU c�C� c� o° � c 1 f i �' ISSUE REVISION DATE 1 1 � ! � " �l ;r 1 1 �� 1� 1 I =�- -- 1 =-1 - �U� j- T.O. PLY TOP PLATE 111=� 11-1 � =rll=fPl � Ik � l =k � l—IIk=kll—_ 06 CONSTDOC �^ -- �L FOR PERMIT 08.13.04 o BLDG.2/CONST. 09.02.04 _L_ I O a G I a 4 d 4 a , oe BLDG.3/CONST. 09.24.04 a -- �� 4 1 4. BLDG.4/CONST. 10.11.04 BLDG.5/CONST. 10.25.04 � � 1 I; 2x Ff1iZRING #---RE: TUNNEL T�. 6A/7A/SA/9A/10A/11 t CONSTRUCTION PACKAGE FINAi.CONST 01.03.05 i C 16 ADDENDUM 5 05.16.05 COVERED I ' TERRACE € OL RE, STRUC I I 1 1 K 1 4 T.O. WALL 7 SIM. ' A532 -- , � � GARAGE A532 IM SIM �; � .� � RE: TUNNEL O.H. - 1.- CONSTRUCTION _ - -- - ? PACKAGE T.O. GRADE -! 1 1 RE: CIVIL r- 1 1 =1 i I __ BUILDING -------- ----- - —_ --�- ---- - ----- --- — �+ i - { - - -� ---�-�-- --- -_ _ ---- WALL SECTIONS lit lit -� -- - ------ ------------------------------------ ---- -- — ------------- _-1 I I=1 I I=1 I I=1 ! =j=1 I k=k I I-=k I f=1 k !�I 11=k I IEi 1=1 f i t I� I =1 f ICI I lY� k I-9 1= -1 I=j 1 , 4 , , 1 a �UUU- ,��Du 1 UFTq T� L] III I I I Ld 1 Lil 1 41 -1 14-U, Fdl X111=111=1 ! 1=1 11=1 l 1=I 11=111=1 I i=1 I I�1 I ! I f I=1 { 1 1 k I=1 1=1 ' � " I �I • -,i ....•� as � d a Q]-a 11 1=1111=1 1=1 I FE I I=11 l 111=1 I =1 I F9 [ l=l!i=1 I l=l fi4g o0yO0oQ�� ooQ� - o, Q -- - � _ r � � I_��{ -- f ----- i � i-- -.— UC�V'" C�C.��vLJ- C� ° ° ' d �O O� C�� �� C�C� C� C _I 11II 1I IfII [-� —, 1 ---I —I J�I k - -- _I -k 1 o /�00 001/ 0 /� /�/^I//��[ �//���\) (/�j 11! I I I I l i 1 1 I f I 1 I I I 1 I k I I k k I F 1! I k 1 1 I k I I 1 1 k I I 1 1 1 k 1 1 ,k I 1 1 i k I F I 1 1._-_l ! 1 �1 , i I I I��, , ,�_--, 3 I-I , !I k I I , - I - I I ' -_--I - O fl ! //1/l0�/1(l�l! i/1/1 ! !/l /- / .I (l`." ;��U/ l.,o�.-goo ! IOOI I`r l1011l+! loon OV ! 1/� WALL SECTION U NI T A 9-)WALL SECTION UNIT A WALL SECTION UNIT A A41 I `� --- 1 /7" = ,I--n', 1SCOI.drg � 2004 42140 ARCHITECTURE, INC. j4 28'-7" E RAN Al o ri Sim C4 g mlus 11111 MIN.111411 -Tj I FRENCH BALCONY 0EAVE VARIES (RE: DTL_ 7/A521) TYP. (RE: STRqcT.) EXHAUST LOUVER - UNIT BEYOND VARIES A0VNWDWV&0M TUBE STEEL VAM RESORTS UPPER LEVEL +10'-4" UPPER LEVEL +10*-4" (RE; STRUC.) MV T.O. PLYWOOD SUBFLOOR T.O. PLYWOOD SUBFLOOR DEVELOPMENT /' COMPANY UNIT BEYOND VAR(ES FA 3 (RE: PLANS) lei MASM PLANNER UNIT BEYOND VARIES GUARDRAIL DESIGN DESIGN ARCHrrECr (RE: PLANS) VARIES (O.H.) SIM. HA�I&CMLTON I (;5�KO 111111 now RIMCrURAL MGM= MCMROE&NEWELL ENGDa3M INC AVON.COLORADO If Ej MQJWr NUMIM MM-00 T.O. PLYWOOD SUBFLOOR Ks W_ T.O. PLYWOOD SUBFLOOR 06 CONSTDCC TUBE STEEL FOR PEF2&r 08.13.04 (RE: STRUC.) ABLDG2/CONST- 0902-04 i Fill 6 10 BLDG.SICONST. 10.25-04 BLDG.4/CONST. 10.11.04 ADDENDUM 5 05.16.05 GRADE BUILDING I _Hd I H ____uA I F=1 I FEEIGARAGE LEVEL -12'-0 GARAGE LEVEL -12*-0"- WALL SECTIONS --fir III T.O. PLYWOOD SUBFLOOR T.O. PLYWOOD SUBFLOOR IE:-::l 1177:7-11 [A I [ELI 1 F-I Mr I =H I A412 rq_`�WML�L �SE MT MO N��UN UT�B C2_9_-�WALL SECTION (UNIT __j (I ----------_------------------ -___------------------------_---__'--_--__--_----_--__---_---_--- � © 2004 42140 ARCHITECTURE, INC. ov Cot/o�� A533 1 (O.H.) sim A533 E. RANDAL I f JOHNSON 1 . f 1 M2 w i w I MEMO, I 1 GIRDER TRUSS V 'O.H }I SIM. z O 1 1 wP-4 >" A753 IF ■.r po F.i f 1 I ' ■■y W ,G O RE: ROOF FRAMING BEDROOM 3 I 1 II UNIT BEYOND VARIES (RE: PLANS) A753 f f ] ? V I - I ll W 0 1 I .ter p T.O. PLYWD. AA 3 2 A5 2 "room i ,. i A712 A533 � I Ys HBO 4 Mt aw i iiiiiirrwA 1 _ UPPR. LVL _ ■ =+10'-4" OWN"EVEC.OP n i f T.O. PLY ; i f VAIL RESORTS 1 1 1 1 DEVELOPMENT 1 CONTANY r in � AVON,COLORADO AXCfffrfICrOFRECOW FFA I . IVA STONE WALL ; ' ry ENTRY I - � . ��O BEYOND HEIGHT VARIES R�KFAS OPEN �RNrNTRY ENTRY PORC (RE: EXT. ELEV.) 7 M&TMNIANNER I p,532 DMGN ARC UTWr I HART I HOWERTON A533 GRADE 'N NaWY0 WTMK RE: CIVIL -- — nTIJGLYISAL ENGDOM n MONROE&NEWMLM4GDnMMWC AVON,COLORADO MECHANICAL.ELECTRICALENGIj.�� I I s I 1 I== = — = 1= � 1 eE9 A531 1 I I—I 1 1EHI I I—I I l—IIII I II I — l l—I I II IT! I I 1 I^I I ICI II I ICI ! A,��E . MAIN LyL =+0'-0" I �TC- - T =1 C -` T1 - TIC=-1�TI`=� I -��-I~T -� - - vAnt,c:oLA3nADO 1 T.O. PLY —� _ i ICI l—I �' 11 ICI I I—I 11_ 11 I� I li�l 1 I—I I I�11 II I-1 11� 11 I-1 I I— 1 I I A PROJECrNMMER 200 �-- -� — - - — — —� I I I—I I I—I 10�I I i —% I � �_--__I I la_.III-�I 1 I�.I 1�� REV+�ON DACE a 06 COW DOC ° ° FOR PERMIT 08.13.04 ° ° ° oQ BLDG.2/CONST. 09.02.04 a 1 Q BLDG.4/CONSI'. 10.11 A4 BLDG.5/CONST. 10.25.04 � �----RE: TUNNEL i A6A/7A/8A/9A/l0A/11 CONSTR CTION PACKAGE FINAL CONST 01.03.05 t 8 ADDENDUM 5 05.15.05 (' RAGS I RE: TUNNEL .4 CONSTRUCTION PACKAGE BATH 1 GAR 6G RE: TUNNEL CONSTRUCTION PACKAGE I I 07 " GARAGE T.O. PLY ,�°----- ----- ---------- _ ------- -- - _.._ -- --- --- - --- -- =-12'-Q" __ ------ `T.O. PLYYUD. —_ a BUILDING WALL SECTIONS < 4 I l a�doo a o 0 00 0 0 0 0o C WL PA E � � ����� � �6jjtlu'r o° o 0o a o 000� 00�0� Do0 0°0 o o �o ���o o�� �� �� �0 000 000 00 0 00 00 00 o0 0 A413 rq__ WALL SECTION UNIT B WALL SE CTIOIV UNIT B