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West Day Subdivision Lot 3 Building 3 (6)
2X12 ENLOrKiNO OVER 5TUD WALL 2X4 AT 1'-4" STUB WALL Q 2004 42140 ARCHITECTURE, INC. ROOF FRAMING MOTES: PREFABRICATED ROOF TRUSS NOTES: 4. SiMPSON H2.5 CLIP ANGLES SHALL BE INSTALLED AT ALL ROOF AN K EXTERIOR WALL TRV55 BEARING LOCATIONS UNLESS NOTED 12 12 RED PLAN WITH i I. PREFABRICATED ROOF TRU55 LOAD5+ OTHERN15E ON ROOF DETAILS. � 51MPSON LS5U I. ROOF 5t1EATHING 5/8" (40/20 SPAN RATING). STAGGER PANEL END JOINTS ARCH. ARCH. NP`NGER AND FASTEN WITH IOCI NAILS AT 6" MAXIMUM ALL ED6E5 AND 1'-0' MAXIMUM LIVE LOADS A` TOP CHORD= 80#/FT2 5. DETAIL ALL PREFABRICATED TRUSSES TO BE ALIENED WITH WALL 12 OTHER SUPPORTS. DEAD LOADS AT TOP CHORD= I019/FT 2 STUDS BELOW. - 2. RED ARCHITEC DEAD LOADS AT BOTTOM CHORD= 15#/F-x72 T FOR ROOF SLOPES AND BEARING PLATE HE1G11TS NOTE: DEAD LOAD AT BOTTOM CHORD IS 5 P5F 6. TRUSS SUPPLIER TO CONFIRM ROOF AND CEILING SLOPES AND NOT NOTED. WHERE NO HF-A`,/Y TIMBER BEAMS ARE LOCATED AT CEILING GONFIGEJRATIDN WITH ARCHITECTURAL DRAWINGS PRIOR TO ARCH. 1 _ WIND LOAD5- E�EE STRUCTURAL GENERA!. NOTES. FABRICATION. RE: ARCHITECTURAL FOR TRUSS PROFILES. 3. ALL HEADERS SHALL BE (3)-240 UNLESS OTHERWISE NOTED. ALL STRESS INCREASES OR LOAD REDUCTIONS ARE NOT PERMITTED. - I HEADERS LL BE BUILT OUT TO 5 1/2" OR 3 1/2" WIDTH BY ADDING (CHECK SPECIAL ATTIC, LIVE LOAD REQUIREMENTS) 1. REt SHEET 51.03 FOR GENERAL NOTES. PLYWOOD SHIMS AS REQUIRED. 4. ALL HEADERS LONGER THAN &'-0" SHALL REQUIRE TWO TRIM 2. SHOP PRAHIN65 SHALL BE SUPPLIED BY MANUFACTURER AND STUDS AND TWO KING STUDS EACH SIDE UNLESS NOTED OTHERWISE. REVIEWED BY CONTRACTOR, ARCHITECT, AND STRUCTURAL EN61 NEER. 5. ALL J015T HANGARS SHALL BE 51MPSON LUP, WP OR L55U TYPE 3. THE TRUSS ��UPT'Li1=R SHALL BE RESPONSIBLE FOR Tf1E FOirLOW1N 2 3 ROOF JOIST UNLESS OTHER"15E NOTED. ITEM5. BEVELED BEARING RE: PLAN PLATE j 6. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM A. ENGINEERING OF ALL TRUSSES AND TRV55 TO TRUSS G EG ONN IONS 3/4" 7d Ca SUBI=LOOK OTHERWISE ON DETAI PLATE CONNECTORS UNLESS NOTED AND S&<)WING OF ALL ON SHOP DRAWINGS. RE • 51.32 FOR - VJ 8. DESIGN AND SUPPLY OF ALL TRU55 BEARING I` STEEL BEAW4 RED PLAN SIDE X12 EACH I CONNECTORS AND HOLD DOWNS. I -� 11 II WITH 2X RIPPED TOP SIDE OF BEAM � �! 5 i-1 E A R WA L L S E U L E PLATE AND 1/2"m THRU-BOLTS WEB �I -!. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM I ,- " FLOOR TO ROOF (INCLUDING RAKE WALLS). G. PLACING OF TRUSSES TO ACCOMMODATE MECHANICAL EQUIPMENT WITHOUT GUTTING TRUSSES. A7 2 O (STAGGERED). REMOVE BOTTOM rrLANGE AT CANTILEVER 8. ALL PREFABRICATED TRU55E5 SHALL BE ALIC7NED WITH WALL I - -7 -O" -7,-0 I AND FASTEN 2X12'5 TO EACH I 1I SIDE WITH (2)-ROWS I/2"m I I 5TUP5 BELOW. 5ECTION 1 1 R6 51.33 FOR THRU-130LT5 AT 2'-0" q. < > INDICATES TOP OF ROOF BEAM OR TOP OF PLATE Hr=1OHT. raNOW6UARD BRAGiCETS 3/4" ` I , W 13 i REc ARCH. FOR j4 10. SEE SHEET 51.03 FOR GENERAL NOTES. (3)-5 1/2" LVL I ry� LOCATIONS DELOP4 BLDGKINC� RE, PLAN JOIST KING STUDS A I IY\a 4 5 O [I. REi ARCHITECT FOR CHIMNEY 51ZE5 AND LOCATIONS NOT NOTED I (2)-2X6 TRIM W 0 I 2. ON STRUCTURAL PLANS. 5TUD5 p(f �( O N ' 12. OVER FRAMING SMALL BE 2X6 MINIMUM AND SHALL BE POSTED I r2X1� 2X12 Z 1110 I I 3/4" - 1'-O" W !� DOWN TO MAIN TRUSSES ON A GRID NOT TO EXCEED 4'-0" X 4'-O" (16 FT 2) AT 1'-0" AT I'-a" I Q 1- I -1 \�.' I (3)-3/4"42 THRU-BOLTr.J' I rl 13. ALL COLUMNS SHALL BE (3)-2X6 UNLESS OTHERWISE NOTED. - - 't F- � � WITH 3" SPACING ll I/4" LVL I -FASCIA (3)-i LVL. CI0'-8 3/8"> ---- --- 12)-J�1/4"-k•VL �SGI -- ------___ -_---.- _- -- V 2X12 A7 2'-O' - (41-5 I/ LVL �- INVERT SiMP50N STUD k. I KING 5 5 AND HUH ER (6)-2X6 TS FRAME BELOW i I (2)-2X6 TRIM 2X12 d I 2X12 COL JMN v - COLUMN STUDS AT 2'-O" w 1/ \ r-' E/4` 5 Eft!;,S�.pDLE _ RE: fO/54.31 (2)-2X12 - AT 2'-0" �Y " . .� STUB J WITH )-3/4"m T!3k 5X5X114 't --COLUMN THRU- LTA ~ GOL�IMN T D.3 '� _ �3)-2X12 u - - - - - - -K - - - � - - -- I I .�?3 2X12 - 0 - - - - - - 3 - \ / - ra 2X1 4 AT 2'-O" i (21-SIMPSON (41 1MP50N f11JG41 (2)-SIMP50N AT O EI NGER HT530 i TS FRAME B�W h Q ( r••, HT530 RE s 10154.3 �-z L 4 ® _ ,�' GIRDER TRL55 - _._.. . Z' - - - "� _ I PR -(2)-I 11/� V EREiL _ - .. --.-._. .. - I EFABRIGATE S5 PREFABRTGXTETTTRU5 h 0 7 D (2)- 1/4" L1 V.L. OUTRIGGER + AT 2'-0" WITH 2 \ AT 2'--0" "TH 2X12 0 Qx I 1 L I 1/4" STEEL 4504 VPLIFT j OUTRIGGER (2)- OUTRIOOFEk (2)- AT - I I r.> _ SAGDLI= 2850 DOWN � I : F`` q. 4sr .�` aNOW6UARD B ETS -. SNOWRD BRACKET 3 !NV RT IMP 41 # UPLIFT .I I �� _ $•_ =Q lV E D SIMPSON 30 10 - `. HIJ HANGER 2600 DOWN 4 T5 4X4XI/4 COLUMN �t X' h I f'REFABRIGATED TRU55 AT 2'-0" WITH 2X12 ' - - � > :f --- � � � �\ Q .0 \ ry OUTRIGGER h I /RE, Id 4.32 SIM. I ODfTiFRrDEVFI OPfiR i RE c 14/54.31 FO , ; CHIMNEY GAP FOR G MNEY WALL Ij �� SIMPSON LS �'- TRUSr�E�a UNDER CHIMNEY CONNECTION GON5TTION tiq �f'' MAIV��ER -_ _-- i z Vt1IL RESORTS WALL HAVE AN ADDiTONAL 2X6 AT 2'-0" EARING WALL I % + Ir INVERTED SIMPSON 4.3 LOAD OF 1-750 ER LINEAL i. i ` r 1/4" STEEL 5A LE I ] 1 HU HA ER FOOT OF GHIM -Y WALL --�__ . __ - i -- WELDED TO AM DEVELOPMENT '.. -- -.. .- - - - - _ RIGAT D US5 �. .:-. �. WEB PREFAB TR .� I OiI�PPl11r Y {fir_ '•.: `� AT 2 --O WITH X 12 (�1 } ,� I OUTRi66ER I p J _ AVON,C01 OR All0 1260 320 .3 I- 1 r� -- IY ARGH1['F(i OF;Uh'Otw X I 2X6 AT 2'-0" BEARING WALL W 4.3 (2.)-11 1/ V OUTRI ER - - _ GIRDER TRUSS -- XT IqR WALL IN _- - 3Xt2=- _ 6 ■ { 1Y AT 2'--0 (4)-2 6 2X12 # ', !i - - ! ' - SIMPSON L550 I COL N I t ARCHITECTURE AT 2'-0" . :.. . 1 I \ - -3 - - - ! : HA R (TYP) I i . �,` $ PREFABRICATED TR - PREFABRICATED TRUE Denver,Colorado AT 2.'-'0" i AT 2'--O" V PREFABRICA D BUSS (3)-1 1 _L (CANTIL- ER) -_• \` I - - - - AT 2'-O" - - 1 L.P'/32 ..��a 'Qr- - \ - - EXTE O WALL ABOVE L)LSIGN AlLc:firrLCi' '1' 1/4" 5TEEL 51MF 5ON 1 5 � _ -._-_ _ - I � p T I,- 0• '< P G ; SADDLE I - -- !t�►`ivR- -- - --- �1 I ! H,�RT FTU�i�I�.RTUN PREFABRICATED TRUr� I ATTIC FL AT 2'-0" , 7r r+: - - J _ i - - - - I I " '� �� i 5 PG.�O k a O NLW YL)R&NLa YORK Iq'-4 5/8" - Oil DER TRUSS I GIRDER TRUSS ux -- - -- IM - ; N HANGS I TOP OF P�,Y,{�JOOD/�v RIDG I :� - -__NaTGH Vk:BEAM ( , sTRtx:n Ad,F-:c►vV . AT-ATTIC;':_, . - - - rte' :cstvaotart,t LILLMC,_11RS,Lt TS 4X,w4Xf/4_..._ - - i 1 1/2" M . A7 of �vcR,Col oR�Do uj n I � '• f II" - -- - - -_II i~-/f'f-\ -' I I - - -'•-Y- _ }_- _ �i _V1 iA\ - l¢ .a• HAN�7E 0 21 L . $ I _ � - x.y�y - - - �=. F' n I �SFCNnK1CAI.F]F.{-IRIGV.FVC:iX}sF:A i E` O i AFB-4T_-� -- - - + - -- - - � s; i Mf 1�Gil+1iRS,LVC I I (4J-2X6 �' -- - --- - 4.3 - - - r 4 ` r z (4)-2X6 W AVON,COLORADO COLUMN _ f` I PA l�r RUSS COLUMN o-° o - - - IY CI�`i7,F3JC[v}7A - - 1l1 L•liNGi]V -.RLlG,L1C X NOTCH LVL BEAM 'LC _ ..__ - = F III,COI OBADC] 1 1/2" MAX. AT ._ //,�.5 2 O I I y HANC7E�R,- :-- _ 1 f'�Y` - PREF BRIGATED T rl �+ ( PREFABRIG ED U 5 !H / - AT 2 WITH 2Xi2 (4J- x6j��` 9iM N 0V5 �'� I OUTR1 ER 1 F - - - - - - _ -- r A7 2`-O" r I PRO F.(-."1'NL,1�iBF.R 6265 q HAN R GOL MN - v 43 1 4 ><'12f , " IGATED TRUSS _ , ' GI TR i 3f5 PLF _ - -- PLF - x ISSUE REY1S10�] ll�'1'E U ONb1R 9 x 8 C DOC .24.04 ATED TRUSS TE R WALT-A i; - PRE I Y X AT -4 N (4)-2X6 = NOTCH L BFAr24)-2X6 . ®FINALCONST. 01.03.05 Q I ; 4 s ILL 3 COLUMN fi I I12" MAX. T COLUMN SIMP N THAI ` . ¢ ! SON THA2q HANGER { .'' P1r1N Rt?V1I-'.W ,3 Q CORREC11ONS 0-1.07.05 I `CP "„"� _ _ _ _ _ _ - > i NGER (TYP., UN.0) W _- 51MP50N HGU5 J� .4�a� \` I j W I HANGER t _-_-1 Zl�!LVL -- __ __-- ®s AllllhNllL'M 5 05.IG.05 INVERTS Si N �; 4 f 1 HIb h 0 DL SIMPSON THA - - HU HANG R \ n�' Q .._ ICTE WAlrL P.f30V� j; AC '" `4 PREFABRICATED TRUSS HANGER (TYPa } v x - `9 k n I A T 2'-O" lh \ 4~ 0 J C�i TRUsZS I GI iIZUr =_ t EL W IMP50N H16 4 K I `\ _Q - ry `• I j K 4.3 � PREF�.$RI ATED TRUSS � �INVER��E lM N 2X12 X :tN E TED SiMPSON ; W AT 2'- H NGER \- I I SlMP50N L55U m AT 2'-0 m ' n! I ! R I I T (3) 1/2" LV F IRDER TREJS II I/4" LVL o - (4i-2XE? ! r_' . I f_ i i w (4)-2X6 I 1' 2X12 I COLUMN - - ---- - I +v COLUMN 5TEEL PLATE W 04 2"m 5GHEG)LLE 40 )-2X10 I, \ _X - - - `� PIPE - - -- _ - Iy; _ I 11 I/4' LVL SUB-FASCIA 1 4' LVL SuBFA IA r PROVIDE (2)-2X12 OR SIMP501y LSgO j 12 ATI2'-O" I ' 2X12 i 2X12 II 1/4" LVL AT EACH CLIP (TY IGAL 2 I 1 _ BRACKET ALL LVL' SUB-FASCIA 1 ; J ' vI T 2'-O° �- - - - - � - - - -'� AT 2'=�" AT 2'-O" e W CORNER ) _ ! 43 I� .-- - r--- �((yyy off 516" PLYWOOD 5HEATHING 11 L SURF (B)--3/4.0 THRU-BOLTS 11 i/4" LVL SuBFASGIA A A CLIP LS�1O 51MPSON LS40 i W 1, 1 1 INVER.Tt12.SIMPSO - - �- ` { 1 SUBFASGIA AL A7 RC�t]i t It�'a1NG Pl3tir RE: SHEET 51.32 FOR : ; HU HANGER CORNERS) n LOW ROOF FRAMING INVI�RTED SIMPSON EACH END I j I INVERTED SIMP ` I I HU EiANGER I 1 HU HANGER >> Z�2 n� i I RE: SHEET 51.32 FOR a LOW ROOF FRAMING EACH E -, 1 •.•vim j i ✓NOW FENCE VERTICAL j v• 'F4•0p 3" PORTS AT 2'-0" I _�U I L D I N 3 O O F A� I N� PL N I I , o r �3" ' MAX. 1/4" = 1'-0" A �E - ,1 �. - - I 25r-kl 14'-I 1/2" i•4'--I 1/2" I 2GJ'-II" � �• 00 -,� .• 4 t�04 r, , r• `a SECTION .3 � 2 3 (4) 5 U I j� a k 1/2" STONE AND GROUT OVER 1 1/2' IOXIO NEWELL POST CONCRETE TOPPING $TONE VENEER ® 2444 4240 AF2CHIFECTJRE, INC. (RE, ARCH FOR LOCATOOW OVER WATERPROOFING 2X6 EXTERIOR WALL RE. ARCH 2X6 EXTERIOR WALL NOTCH POST AT RIM PER ARCHITECT OVER WITH 1/2" PLYWOOD 2Xb PARTY WALL WITH VARIES L 4X4X3/,3 WITH v-UTH SHEATHING PER J015T AND FASTEN WITH 3/4" Td Ey 505-FLOOR SHEATHING PER SHEAR EA I - 5/8" m X 6" EPDXY STONE VENEER SHEAR WALL SCHEDULE (2)-3/4" m x 8" 3 1/2 OVER 2X4 BEVELED WALL SCHEDULE REr PLAN 2Xb EXTERIOR WALL RE: ARCH LAO-SCREWS - MIN. SLEEPERS ALIGNED WITH =TOP OF WALL AT ODORS TOP OF LEDGE ELEVATION ANCHOR A7 -O WITH 112" PLYWOOD '2)-2X8 TREATED J015TS [XXX'-XX"] SE±EATHiNG 5TONE VENEER PLATES WITH I/2"mX (21-2X12 RIM -,LOPE PLYW00D Ri=. ARCH. iO" ANCHOR BOLTS RE+ UNIT MAIN + AT 1'--O" 2X12 BLOGKiNO I I/2" CONCRETE 1 1/2' CONCRETE WITH RE X 6°LEXPANSION POER LEVEL PLAN EACH SIDE OF NEWELL TOPPING TOPPING ANCHOR A7 6" A E TOETUIP 5 L 4X4X3/8 WITH 3/4" m RE. PLAN P05T W1TH (81-Ibd At EACH STUD NAILS TO POST - — I RE, Ti-{RU-BOI..TS AT I'-6" WOOD HEADER TOP OF I RE: PLAN I l/2' CONCRETE (2)-#5 GONT TO WORD HEADER a PLYWOOD f RE: PLAN 1/2" X 4" LAG SCREP�IS C2)' 5/b"cp X 18" ;Q I S TOPPING a J AT 2'-0' TO WOOD TRIM LACE SCREWS _ • ; JI TOP I LIrk400D FLOOR FRAMING bw N z V ` RE r PLAN I/2" X 15" LAO-BOLT ry RE: ARCH. FOR .. I!I1 III AT 2'-O" o I i it AND PROTECTION1 j WATERPROOFING _ ry O II II @CARD I 6' 4" TOPPI NO Q 4 —+ 8A . FASTEN EA H JOIST 1 3/4" 1 314",t I I I1 SLAB WITH < _ W000 TRIM TO SILL PLATES WITH _ #5 A7 !' 6' 1 W.W-F. w RE: AR (RE: ARCH) I I!4' RkM BOARD '61-gd 70E NAILS tl1 HORIZONTAL 1/2 ISOLATION JOINT —DECK J0157 FLOOR JOIST "_�_ 1 I TOP OF WITH SIMPSON A-35 1 a - #5 VERTICAL T I'-& HEADER CLIP PER 5,HEAR (RE: PLAN) WITH FLOOR JOIST RE: PLAN EPDXY GROUT 6" INTO SLAB s•--=•x-= -x I WALL SCHEDULE 6X6 COLUMN _ SIMFSON U RE, PLAN rr _ ell, r + (2)-+5 CONTINUOUS WITH SIMP50N HANGERS [XXX'-XX" — 1 I GB COLUMN BASIr � .f WOOD BEAM RE: FIND. s y � _ A >4 STONE VENEER PLAN � -x 4 � �- � � € ,� t a: � - � RE: ARCH. 1-114" RIM BOARD L4X4X3/8 WITH 2X4 GROSS BRACE PER ,J015T MANUFACTURER x '! RIGID 1N5L1LA�IDN � r/� � Q 3/4"m f<XPANSEON WIC {3)-Ibd NAILS I 2X4 AT 1'-4" BATTERED WITH SIMPSON A-35 CLIP (2)-#b !• -. REr tiJJ ARGH. ANCHOR AT 2'-0' EACH END AT 8'-0" PIER WALL WITH I/2" PER SHEAR WALL SGHEDL1L.t�'.ONTINUOUS +€ I 2X4 AT I'-O' CHIMNEY VERTICALLY EACH WALL WITH I/2" PLYWOOD DIRECTION PLYWOOD 5HEAT'HING ._ PRECAST FLAT SLAB I SHEATHING (RE. ARCH FOR Tn RE. PLAN 0 Rl=: ARGH FOR FIRE- -;� l � O L 6X4X3/8 (LLV) BATTER) _ RATED WALL ASSEMBLY r EMBED PLATE WITH 3/4" (P THRU-BOLTS RE, 5/g4.31 FOR HEADER Tlll _ RE. 1/51.03 FOR TI 2X4 TREATED I . I C — Z A BY PREGASTER r�' AT I` 4" TO (2J-2X SOLID AT FIREPLACE OPENING _ I LEDGER GO NEG ON PLATE WITH 1/2"m �- -� _ �� . L 4X4X3/eSXO'-6" V BLOCKING _ - ANCHOR BOLT " a . r� u .wT_ _: x AT 2'--O" 1 5ECTION Q n � RE■ PLAN a` s I - [XXX'-XX �-. �,�� 3/b" X 8" X O'-S" EMBED 0*„i I k I/2"-2 I/4" CONCRETE TOPPING ' PLATE WITH (2)-3/4"(P CIS RE. ARGH. BA ry �LYi�000D _ 3/4' = 1'-0" p X 6' HA.5. CONCRETE PIER ° pY • •• (RE+ PLAN WITH (8)- p • ' L6X6X3/8 (LLV) WITH - Y • #5 VERTICAL d (3) - ° - 3/4" EXPANSION TIES AT 1'-4- ANCHOR AT I'-b" • - PARTY WALT- (RE, 4/54.11) #b AT I'-4" � FLOOR JOIST #5 AT I'--6" 3 SHADED AREAS DENOTE RE: PLAN HORIZONTAL � + � - .' � MINIMUM 6" FROM VERTICAL ;. � � : (8)-#5 X L2'-O' a EDGE OF PIER 2X4 AT I'-4" CHIMNEY ei a STRUCTURE CONSTRUCTED � y . a, a6 AT 1'-4' UNDER SEPARATE PERMIT - 05 AT 10" r e 2' CLEAR WALL WITH 1/2' [�] • 6" PLYWOOD 5HEATHING lZON7AL VERTICAL a • +. - TYPICAL -_•� ' _�. 4" 4' RE: ARCH. FOR 2X4 BLOCKS EACH #5 X Oi AT 2'-0' - RE, PLAN FOR a` ' i° + ' CHIMNEY BATTER SIDE OF JOISTS (V a FOOTING . . ° F _ RE, PLAN r • 2X4 AT 1'-0' BEARING WALL ■- REINFORCE FOOTING 6" -i a ' ' - . • T.O. GRAWLSPAGE REINFORCEMENT RE: ARCH. WITH #5 AT I'-6" EACH WAY p ` 2X4 TREATED PLATE BAGKFILL II� -li 1- ; RE: PLAN h WITH 112' m ANCHOR (XX'-XX") M 1- I " (2)-16" LVL AT I` FIREPLACE OPENING • , BOLTS AT 4'-0" ?N I -II L6X4X3/8 (L.LV) WITH --/ 3/4"m THRU-BOLTS - SECTION L .. • �+ I I AT I'-4" 70 LVL BEAM �A 4 O R • . • " _!. + a e WOOD MANTLE= (2)-2X10 LEDGER PLYWOOD SHEATHING e ' - - �— RE: ARCH. (WALLSIDE TREATED} { a+ I r p '. •, ; - PER SHEAR WALL IT'H 3/4"O X 8" _ r * RE: P1J�.N VA IL SO TS - s� (4)-#5 CONTINUOUS SCHEDULE WHERE 114' X 6" STEEL PLATE PANSION ANCHORS r__,l '"r TOP OF PLYWOOD • INDICATED ON PLAN WITH 1/2"0 X 8' LAG-501-TS 1�_6• DEVELOPMENT - TO MANTLE AT I'-6' °'a_ 1/2" ISOLATION i�, 3 E C T I O I 12 2Xb INTERIOR BETAKING - ("ELD TO STONE ± JOINT COMPANY I �/1 BLOCK 10157 SPACE - WALL ABOVE V2'-2 1/4" CONCRETE 3/4' = 1'-O" _ VENEER SUPPORT ANGLE} RE. PLAN SOLED AT COLUMN OPPI N6; RE. ARCH. ~�� � ■ AVON COLORADO V - - LOGATION5 2 k!4" CONCRETE TOPPING OVERFRAME HEARTH WITH ff.. '4 SLAB ON GRADE .. WITH W W.F. ON 3/4" TOG PLYWOOD 2X8. BLOCK SOLID AT � �` '" RE. PLAN (1) st 1$CF111'h'(i()r' U'tx) I I/2" CONCRETE TOPPING - SUBFLDOR POST LOCATIONS --- w �� RE. PLAN RE. PLAN EPECT I ON 9 x 3!4 - 1'-O" 16 FLOOR FRAMIN�y A `°4 - 1 • _ RE: PLAN WITH 0 II A SIMP�S-ON IUTr u` HANGERS ■ J SLAB SLOPES Ill' GONGRETI= Alt(?11TECTURE is TOPPI NG .x-- x 11 v—x--�. x Denver,Colorado OOR FRAMING .. •�:ov ° �: x.° 0:0 ° ?:o. ` - - PLAN -X O /2" I I vll x I cXX' X") 10'-I i ?. RE: PLAN '' I EE 1 ry DL4IG�':1RLr1!':Ltil' #b AT 1'-4 x I -O" 11ART I10WERTON 1 1/4" RIM BOARD • ; TOP OF , BLOGKlN6 is CRAWL5PACE (RE: SHEAR WALL SCHEDULE 13ACKFII-E_ a+ti _ NEW YOMtiL'VGYORK STEEL BEAM (RE: PLAN — - -------------------------------. =- FOR ATTACHMENT) LbX4X5/16 WITH (2)-!/2"� X 6" (XXx'-XX") FLOOR JOIST, RE: PLAN PLYW000 5HEATHING a WITH 2X RIPPED TOP I I LAG-BOLTS 70 WOOD PLATE AND I/2 THRU-EBOLTS PER SHEAR WALL a SCltUG1LTi.A1.FltiGTvF}R WITH S1MP��ON ITT HANGER ----------------------------- 2X6 BEAR�N!a WALL STUDS EACH END I 1 IE - i 56HEOULE WHERE r=1- ? : � , AIONAM&Alf111LL L 1GLV1-1�L1 Luc AT 4'-0" (5TAC7&ERED) � , L INDICATED ON PLAN 31 II ' I Ill I ,.VON.COLOILU)O G.P. I , G•P• 2X6 TREATED PLATE LVL BEAM I i WITH I/2"m ANCHOR RE PLAN :' - .. ,€� - %iF.CHAT%JC.al.t-�F.(:T[(IC�1.>:vGt�Fr�t O N i i i BOLT PER u5 AT I,-4. I I I SHEAR WAIL 5CHEDULE STOIN ER STEEL BEAM IN FLOOR 4 3 y TRANSVERSE N L �'� `�� I I I RE ARCH 3/4' _ !-O" RE, PLANS z x : ; I I I (4)-#5 CONTINUOUS c,Rn.FNC�.'iTR I 1 I WHERE OCCURS 1 ; T.5, iOx4Xi12 WITH , ; L6X4X3/9 LV) + i FA1t,ColOkADO 1 I 3/4' m X 2" i I — * I_ 1 >: — :111 L.L•L:NGINLLFd-\G.LNC. RE: ARCH. FOR CHIMNEY l 2X4 AT 1'-4" tll iv THREADED STUDS I I THRU 3BOL7 RE: PLAN GAP ABOVE AND ALL I A7 9" ' I • ' RE. ARCH - GHIMNEY DIMENSIONS i i p AT 8" - CHIMNEY WALL I E-1 - .$ r� (3)-*5 I WITH E/2" PLY -�---TS 4X4X3/16 AT I I I I II •. !� # PROJF.C."T NL''�itiF.R 62$5 EACH CORNERS CONTINUOUS SHEATHING &ECTION -1 m EFL ITT T 8A 1SS l:E REV 1S ION DA'1 E I/4' STEEL BASE PLATE — RE: PLAN _ r 3/4" = 1'-0' WITH (2)-V2"m X 4' OA CONSTR D( 9.24.04 LAG-BOLTS , ARC, f3}-2X8 1 1/2" CONCRETE is �OGKING CONCRETE TOPPING I I: TOPPING ®FINAL CONST. 01.0305 3/4' PLYPdOOD GAP I E / t I cxx'-XX"a SECTION W !' W TH �5HEATWHAING FLOOR -do do 1 I I 3/4" SVB-FLOOR Pl AN Rh:Vll~.1�i' I I 1 I I I 3/4' = I'-O' t , PER SHEAR WALL_ _ -..`. 5HEATHING-a CORRErC"1"IONS 0-1.07.05 [XXx'-Xxt') SCHEDULE ' 2X8 TREATED LEDGER #5 AT 1' b" LVL BEAM AADDEINDL 1,i 5 05.16.05 WITH i/2"m x 6" REr PLAN 14 – — \ ----------------------- ---� TI HORIZONTAL SECTION A-A EXPANSION ANCHOR h1pTE. !�� - - _ I , AT 2'-O" LAP WALL SHEATHING- ! __. (2)-�5 CONTINUOUa OVER RIM JOIST -*� ' " - ---------------'---------- , 1 1/2' CONCRETE TOP AND BOTTOM MINIMUM 1'-0' TOP TOPPING SECTION AND BOTTOM AT E/2' I�aOLATION JOINT EACH END I I SHEAR WALLS FLOOR FRAMING — P AV€Rrr Rte: LANDSCAPE 3!4' I'--O" 1 I EACH END I RE r PLAN 2X4 AT 2'--O" BATTE=RED I , ; 3/g° I 4" SLAB FOR PAVERS CHIMNEY WALL WITH 4 I I i I '1!► 112" Pt-rV4000 SHEATHING i i i J _ - (U1/4" RIM BOARD RE PLAN I R i I #5 AT I'-6' EPDXY t --tx'---- --s--,x•---t--4t SI MFaON A-35 CLIP SECTION ,4 I I I I CyROUT h" INTO SLAB ' a RIM BOARD TO PLATES kl I� 5LOPED TDW.W.F. -Q SECTION 2 SCHEDULE WALL I I/2" = 1'-0" _ 6"e �- I SLAB WITH W.W.F. J �-•-- I I VARIES DRAIN E30ARD Q i EMBED PLATE RE, ARCH. 1V 314 - I O SECTION1 I I I BY PREGASI ER -Z4 3/4" = 1'-O" I-�- - T.5. 14X4X112 i I d "+ f"r x � 'r► � x r " # It I I i I [XXX'-XX" } I i RE, T1)IINEL EXTERIOR WALL ' � ..,�, •-;v�,f .. .-� � wl TH 51-+F�arHI NCB PLAN _; :` = 2 r mot~ ,_ PER SHEAR WALL CONCRETE + '. a , TOPPING - FLOOR SHEATHING 1/4 /� i (2)-1" 4p X 2'-0' RE, PLAN I I/4" RIM BOARD THREADED RODS I x .Y WITH 4X4X3 1B" It d r A ------ M NUT AT EMBEDDED , I BEARING PAD # NOTE= LAP WALL SHE:AT'HINF •` ; •, • '..•� # c i I END i i Z 13Y PREGASTER € f a OVER RIM J015T MINIMUMS A + �. 4 _ 1 -O TOP AND BOTTOM �M BUILDING#3 L4X4X;S/8 X 0'-8" x WATERPROOFING AND r + AT SHEAR WALLS DT TAI1.5 '' r � RIGID INSULATION k ■ I I L I } � - - - RE, ARCH. I I MIN. 3/4 I I — . ■ INVERTED PREGA5T o I i/2 I i/2 I I SHIM d NON- ; ,. I/4 EMBED PLATE WIT}# I I SHRINK GROUT � I ��'�.•?~ 31B` X 6 X O'-'6" - �� �� � � � :: SiMP50N A-35 CLIP------ •ti? •`�, ,••,,p4 3/4" X 5 I/2" X I'-S' a' r V - RE. TUNNEL PLAN , r - 4 TEE BEAM (2)-3/4"m X - 6° �.��-° � .. ;.' A� _ RIM BOARD TO PLATES �Q- •�rC•' i BASE PLATE a Y?,_.!: RE SHEAR WALL SCHEDULE F COL 8 \� • - 4t DA.s. 0r FOR SPAGINGy 1-JV15r • ® • ^-��^ a i 4 .- AT 4'-O" loll ! RE r PLAN 54 . 31 ` •. ' a •. + . � . c a I-JOIST BLOCKING AT 0 SECTION A-A �� ANGLE WNFF AS REQUIRED SHADED AREAS DENOTE 2'-D' TO FIT Irf`I+ HEADER STRUCTURE CONSTRUCTED FRAME ELEVATION •, - UNDER SEPARATE PERMIT SECTION 3 _ 8' CAST IN PLACE WALL t WITH REINFORCEMENT PER 3/53-0 o SEGTIQN ICS SECT I ON a [FEI P LVL RIDGE BEAM ROOF J015T (2)-2X6 FULL HEIGHT FASTEN QUMOC-eR (REV PLAN) WALLS WITH 5HEATHING BACK5PAN TO TOP CHORD (REe PLAN WITH WITH SIMPSON PER SHEAR WALL SCHEDULE WITH CPLUE AND (2)-ROW5 SIMP50N HUG J, REe PLAN T LS5(J HANGER Ibd NAILS AT I'-O ® 2444 4240 ARCHITCCTURE, INC. HANGER "'- 2x6 LEDGER WITH 2x6 LEDGER WITH I (2)--I6d NAILS AT (2)-16d NAIL5 AT AT ROOF JOIST WITH I WORK POINT 2EACH�TRU5�5�r TH I`-0" TO PLATES I'-O' 70 PLATES FASTEN EACH TRUSS FASTEN EACH TRUSS SIMPSON LS5t1 � BAGKSPAN EQUAL TO HANGER REe PLAN WITH (4)-8d TOENAILS WITH (4)-J3d TOENAILS 2X CANTILEVER LENGTH 12 2 2 AT EACH TRUSS AT EACH TRU55 PREFABRICATED PREFABRICATED REe 4 r/2' REe ARCH. REe ARCH. GIRDER TRUSS GIRDER TRUSS 2X12 BLOCKING ARCH 2 e=k WITH SIMPSON A-35 mwx `R a PLAN -R P AN .x .v.: ,_. E EV L si xµ ` CLIP 70 WALL PLATES -- -- - n��'-, PER AR WALL. -- :� --- SHE - - ARCH. : .: REe G ..x: v.::.>;;_::--:::.. .:�:_ ::, .:: .... -w.:.:.:............. 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TOP PLATE WITH 2X RIPPED .�.ww,��...:.;...x,..:i:-•iii x . , .�. Y.. ARCH 2K9 S MPSON AT EACH TRUSS .. .YY... v.; - xwxx.xw„ ....xx...... ..wW:wx .. HZ5 .xx:.xxx. maim- L2=i......x...x.- _. :�m,-,:.m - D SOLID OWOODAWEB AND I/ ,.Mww L2 m:xkk:::: hwWYy: ...x:...:.:.:.....x..,:..:.: '�:.:.xx__., PACK WITH ROW5 I/2 m (23 ..:wxx.:.:.:........>.x....xx .:::: m:.:.:.:.:.:.:...........: N xx.....- :::kiiiiiii,_:y::W .ix..... m PROVIDE BEVELED BLOCK iii: .,. T1iR1J-BOLTS AT-2'--0" %;� _ :vw Y......,........w.. vY- MvMNm.... �-` .�,.-x... � .xww..,.x.......-.� UNDER EACH OU R GGER F Yom_.nxh FASTENED TO LEr IN LEDC-�R WITH GLUE AND xm o ..wwvw. _ x...x... .. .- (5) ROWS OF Ibd MAILS I REe ARCH FOR ALL T f---1 -- - ...-x_-...:'k2.2>:: AT FOR 1'-0* EACH E LI SLOPE SIDE F STEEL O SEE -- - .=:.;:-.:<,.....,......._.F: - .vim-- h��;-;:_:gym - _ SADDLE. FASTEN WITH A >"z z 4 R i NA! AT �I PREFABRICATED TRUSS C OWS bd L5 F..ri - -- R e ARCH. 1' O' AT SIM N THA 2X6 EXTERIOR WALL WITH Sf MPSON LS5U --- _ - - - - P50 O 4' PREFABRICATED "'>> `` '»>N> ' .. "--- °�- --- HANGERS - WITH SHEATHING PER TRUSS BEYOND MANGERS, REe ARCH FOR SHEAR WALL HEDULE CEILING-a SLOPES �4" h I" w [� ` I/4" STEEL SADDLE SIMPG.�ON HANGER 2X1.3 5118-FASCIA WITH O SECTIONWITH TOP FLANGE AND `REV PLAN (4)-Ibd END-NAILS W(10)-16d NAILS TO LEDGER N.N.O. ON PLAW &ECTION 11_p. AND (2)-3/4"(P THRU-BOLTS rO�1. - GIRDER TRU55 1'-0' v In - 2X#2 LET-IN LEDGER 2X12 BLOGICING 2 WITH (3)-Ibd NAILS 2X12 503-�FA5GIA WITH (4)-Ibd r WITH (-4)-gd TOE-NAILS y'„% AT EACH STUD END NA11-5 AT EACH RAKE `101ST - TO PLATES m„ : „ (U.N.O. ON PLAN W REV ARCH EQUAL EQUAL .<:.:ti.:.. wY. - �'{ UNDER-FRAME 114” STEEL SADDLE WITH REQUIRED m RAKE .JOIST, REe PLAN u (4)-3/4” m THRU-BOLTS k IN BACK PLATE AND (2)-3/4" m m 5ECTION 5 w o THRU-BOLTS IN BEAM I� SECTION A-A :.. x 3/ -0 �-] m 4" I' • " REe ARCH. FOR TRU55 MANUFACTURER 70 PROVIDE �` �- VERTfGAL WEB MEMBERS AT BEAM 111 k ADDITIONAL GYPSUM HANG R LOCATIONS TO ACCOMMODATE BOARD LAYERS AND 5/8' ROOF SIHAN&N 2X _ U HANGER AT CONTINUOUS SOUND CONTROL 5HEATHING EACH RAKE .JOIST FASTEN TO HANGERS AND LOADS SHOWN H x_: =- S' -REQUtREMENTS TOP CHORD PREFAB " > x TfW5S,-REl PLAN WITH (3) 2X12 BLOCKKING -ROWS Ibd tJ 51MPSON H2.5 CLIP - REV ARCH. WITH SIMPSON A-35 NAILS AT 6' SECTION ! CLIP PER 5HEAR WALL SCHEDULE REe ARCH PREFABRICATED FULL-HEIGHT RAKE WALT. r i��+�r� TRUSS (REe PLAW WITH SHEATHING PER SHEAR VAIL RESOKT 2X6 13LOGKtNG AT 2X6 STUB WALL WALL SCHEDULE 2'-O" FASTEN SHEATHING WITH SHEATHING DEVELOPMENT TO BLOCKING WITH 94 CO Q A� rA\N' NAILS AT 4' 1 AN 1 f"�r r��'ON,C�LORi�DO � t? :�M ff]FGT OF RCLURD M=6.6 FT-KIPS REV ARCH . MOM- x GIRDER TRUSS - -- FF , SECTION 2 a0 '`_�M1„ ----------- ------- -- - - ------- 3/4' = I'..p- ARCHIT ECltiltE WOOD BEAM Cenv�.Colorado • =x = _ AT SIMILAR - (2)--2X& WALL5 WITH IF WALL STUDS CAN 5/e" ROOF SHEATI LING GYPSUM SHEATHING NOT BE FULL HEIGHT 14t _'lRl'!4V1e!_R PRE u +==` RED SGHEDULAR WALL DUE TO�LS�I�,ED AT 2X12 BLOCKING PER ARCH CEILING LEVEL. HMT IIHOMlZT0N G SHEAftYqAL L SCHEDULE -ROOF TRU55 PROVIDE 294 FLAT L2 2 I .ti YORK,NEW Y0kK L2 (REe PLAN) BLOCKING AT 2'•-O' ROOF J0157 `�' Y-, x REV PLAN AT PLATE LEVEL. G\/`t Pl—Y1�lOOp S1ItUCl'LCt•xL.FVC;iV7:E:R REV ARCH FOR {.SHEATHING (REe ARCH 1x�tilu sr�lLw�.0 F t,tip Fls .�c CHIMNEY LATTER 3/4" i'-0' FOR EXTERIOR GYP. AVUNv COU R-UX) REQUI RELENTS) BEVEL TOP OF BEAM NTOONICALEU-CllUC\LL\KiNl_I_R LVL SUB-FA561A PREFABRICATED TRUSS AVON,C77OWRA\JO REV PLAN AT ROOF SLOPE >v>-f:L�fGLtiFI:RS,ttiC INVERTED HANGER BEVELED BLOCK ___-- 2X4 AT 2'-O' CHIMNEY 3/4' = I'-O" �.� :u;��NE L.L,�cLIM:I H W.I`- REe PLAN REV 14/5431 FOR WALL WITH I/�" PLYYdOOD UNDER EACH LVL CHIMNEY GAP SHEATHING ��� r,.r'cz)tx? A[�o i LVL OUTRIGGER EACH 2X12 BLOGICING -_- .=- .., SIDE OF TRUSS GLUE AND =` m <. h<:;:.. LZ UNDi=R-FRAME 1ROJEC NL�iBER 62&5 NAIL TO TOP CHORD OF 5/8" ROOF LVL RIO&E REAM CEILING AS REQUIRED TRUSS WITH (3) ROWS OF 16d - '~ -> ':"x'`'`ry R e SHEATHING REV PLAN 2X6 EXTERIOR WALL :=__ :'ffi- - E NAILS AT 1'-06 WITH SHEATHING ARCH .2X4 STUB WALL REe ARCH wok WOOD OUTRIGGER ISSUE REVISION DATE BELOW CHIMNEY WALL CANTILEVERED OVER EXTERIOR WALL n....�.x<iz M OS CONS I"R 1 X?C 9.2 .04 .::<"n— °n:iri�:.„:_;;. OVERFRA E REV PLAN; RIP TO 5 I/2” MCI - WIDTH L2 L2 W D AT BA {CSPAN - vw. G w -:w v . 3: Trilti,t�L C'O�eS i. 01.03.05 - - - :�_�;-;�•:N.mow;;;:-�:>Y::::-.-,.m..:A:..: I I "m - 2X6 BLOCK N6 W1TH /2 X 8' LA65 SECTION 2 �w=-.w....m .... -.-> ..w.. .. .m ROOF I T Y ---- - RE. ARCH. REV ARCH. Y[A.N RE VIEW >' ri ;;::. ti;: »;_: N<: x� =m. SlMP50N A-35 CLIP ......., x..xt .. REV PLAN AT 2'-O' 4• = 1, _ ...:�_ .,.:„>v�w....�-w EACH END UNDER CHIMNEY q CORREC]�TO\5 04.07.05 WHERE TRUSSES ATTACH is ADDENDUM 5 05.16.05 T AM O WOOD BE USE --- -- -- -- --- - I 2Xb AR WAL SIMPSON THA HANGERS WITH SHEATHING -•.�:;:� «:k::::: ri:_*== PER SHEAR WALL x SCHEDULE FASTEN FLOOR SHEATHING �` �I TO LVL BEAM WITH GLUE AND PREFABRIGA7 ED TRUSS __-- - `' ROOF J0157 REV PL E V T I O I � 3 (2) ROWS IOd NAILS AT 3- WITH SIMP50N H2.5 CLIP ~......- ( AN) SPHEATH TRUSS; ENDS WITH WITH 51MP50N LS5U 3/4' - 1'-0' I/2” PLYWOOD FASTENED HANGER5 WITH &d NAILS AT 6" L2 2X BLOCKING 2Xb SHEAR WALL WITH t 2X6 BEARINS A (4)-8d TOE-NAIL AT REV t� BEVELED PLATE ARCH SHEATHING PER SHEAR WALL EACH ,JOIST AND x � WALL SCHEDULE. RUN BLOCK O.L. BEAM SHEATHING TO TOP OF LVL 2X12 5UB-FAQ IA TIMBL�R BEAM -REe PLAN 2Xb BEA121NVr' WALL UNLESS NOTED (REV PLAN) OTHFRK15E ON I/ RA=TE TOPPI PLAN WITH (.4)-Ibd FIAN RATE H = _ x:...:.....xm TRUSS; r¢i(2) 51MP5ON MST7.,2 END NAIL AT EACH d ROOF JO S . 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RE: STRUC. ------- -- r� I `1' (COORD. LOCATION �' # I f- 1� PO W/ I.D. CONSULTANT) I � K I1 � a� . ,� s � 333 c 1 i I i FLOOR OUTLET A045A I� L Q1 BEDROOM 2 FAMILY ROOM LL. 1 �V: 1 I (COORD. LOCATION ® anon ! 2 W/ I.D. CONSULTANT) Lo A905 Q `J I 1 ; A333 ' 1 ' 7 RuIMECI�CESS I 1 0 s 6,. 3'-13/4" 2._5y " 2 3,-73 �I_ I. ,. " i r� 1 FAMILY ROOM BEDROOM 2 Q1 L 2.; 4 �4 1 2 -3" 5'--8 13 -6/2 R �_ � I 2 O.H. ® ® I AW 10 10 r ID _j 905 N �♦ OWIvER/bE� UFR I M 1 .- I ! � �05B 46 �-y � � I EQUIP. E ACCESS ---- i V��. RESORTS ms � als � I 1 Q1 L _ TI ILE-- j CPT j DEVELOPMENT ` BAS AOD A CPT 1 AD07B M 1 lil I M1 I COMPANY V-6" 1 I 1 As 11 R�-- AoD4B A0058 AVON,colo>z�Do N U�- _ M STAIR 1 FLEX I i I ARC:�u rECr OF RBCOFM a■ a■ Y MI ar as as 1 0 - 3'-5" i 1 — SPACE I —` r �s � �, -- = � 1 1 ►,cos � � I � � -TI E -I J N :STN 1 1 r 1 A0079 1 . I 1 CPT A004A BATH 2 / o '� O M STAIR 1 N L ARCHn EMM FLEX �— 1 _ Denver,Colorado WD. 1 1 C� 1 e A336 1 I ® o �ti� co i-c:4 - - �' M 1 1 UP 19R ) - � 1 STN I � 1 0 � n>:stcrr ARra4rr>;c.�r BEDROOM 1 0 LC WER 1 --- 1 HART I FiOX%RTUN waa ENTRY ° c.wo1 UNFINIS Eaj ! 1 1 N1 * ' sae Y a. .r arr Ra .eea ,,,,. _ T.O, PLYWOOD SUBFLR I — " !;; WD 1 s N S11MI ti RAL EIGRNME T.O. PLYWOOD S 8FLR C� STORAGE EL = '13 -0 1/2 �,! 1 _____ a�O�ucoE�NLw x tac xs, c -'�2 2'-6" 5'-2" 1'-7' EL.- --12'-0" A�D018�' '!i — UP 19 M1 AVOW COLORADO T t� 1 MECHAI�tIC& 0 � M1 M1 — 1 LOWER BEDROOM 1 a� h"c�ICALELECnUCALEN-GL� U Q 1 A001 A _ as YI Y `A901 wit °- �! ENTRY aous r I.: 1 - CP t-,S-N — _ NUN F, ✓ clVmI_ XGiN--fx 334 EE: IP A!(�GESS c� _ `�c - T.O. PLYWOOD SUBFLR �. �. as sa„w m. ,. m ENO NCE � R MECn M 5t 1 _ i ! ' EL.= -13'-0 1/2 STORAGE — r T.O. PLYWOOD SUBFLR VAU.LOLOLiDO 6&D A511 036 - I CRA SPACI; �� AD41B EL -12'-0" c., T07 N 1 AIL GESS � ' MECHANICAL - ` m 1m ..I AU01 A 2 _ FACE OF CONC / / 'I -_ — , _ - J 4 — % Q 1 U PROJECT`UMBER: 09(10.00 L M I TD7 r STN �--- - PT EQUIP, ACCE S 1 „„o DUMBWAITER M RE: ME H e A334 j ISSUE REVISIOIN DATE T07D , CRAWL SPACE I 1 AD03A A0038 B&D/A511 N1 N D ACCESS �� 1 T078 08 BLDG. 3/CONST. 09.24.04 TH 1 T E ! ° ® a - 9 — _ — B Q FLNAL CONST. 01.03.05 Y 1` �n 0 7' 1 13/4" DUVBWAITER .,a � � ® ADO?A M I — J t6 ADDENDU.M 5 05.16.05 - o N N N 1 e T07D N N I -1.- P I - TILE FACE O� CONIC T— I DASHED LINE OF I 2'-3" 2'-O" 2'-0" BUILDING ABV. I A511 I 8 I N 1 F~ °--1- N N I ! - - - - - j T.O. CONCRETE t� A EL.,- RE.I/A002 DASHED LINE OF � � C _ BUILDING ABV. I A511 PLAN NOTES, p I I 1 1 , REFER TO EXTERIOR ELEVATIONS ' R / I FOR WINDOW TAGS. 2. DIMENSIONS ARE TO FACE OF 1 1 1 STUD OR TO CENTERLINE AS 332 I INDICATED. I I A331 A331 O H' A335 I 3. 2X6 AND 2X4 WALL WIDTHS ARE GRAPHICALLY INDICATED (U.N.O.). U!JIT A 4. REFER TO INTERIOR DWGS. FOR ALL 5�2" UNIT A SEE EAST UNIT FOR FIXTURES, APPLIANCES AND FINISHES. �„ DIMENSIONS NOT SHOWN 5. REFER TO SHEET A611 FOR WALL 4' 7y2" 8'---3�2" 5'-0" 4'-8" 3'-4" I 2' 11y4" i0'-13I4,• / TYPES -_ -- 6. REFER TO SHEET A71 1 FOR DOOR 25'-11" 14'-1Y2" 14'-1)2" 25'-11" SCHEDULE. BUILDING 3 GARAGE LEVEL PLAN 5 BUILDING 3 GARAGE LEVEL �11�AN Al 31 = 1'-0" iI (D 20" t tp �tAtjl 'E, m-1. f AE, 2 4 E. RA N D A L 04 332 A331 -i C H�N F N D.H. A331 33 'or-A 2121 had ONE -00 a" Mimi 11110 we so 90 DUN ad! No aml =01 am now =w* TERRACE- 1 Z RANDOM ' ATTERN SANDSTONE A522 C14 qpms MAN uAl WN WN WN SAW ft. MA an wis tam Mml an no wwo OVER 1 f" SLOPED CONCRETE U SLAB io INE WON am IMS ENS VA me now a" wid mmeno " " Som � mm msow= ■om WIN Not TERRACE: INS 1101 111 ca RANDOM PATTERN SANDSTONE DECK OVER I I SLOPED CONCRETE SLAB OPP. u 4 6'—9,Y4" 4'-7 -0)2 or 6'-2 r 6'-53/4 0 CA Q K ! 1 � � ".] >4 N INS am 100 M ME mas sms eam No am umm mom mom mal 0112 M DECK 4 Q, I 3y4" 01 MOMENT GAS FOR FRAME *I K GRILL (RE: STRUC.) SIMI 40' 1 0 - 1 1 u La.0 .Or .0 nim Miff.0 lam .0 .0 1111110 Ing MOE aift ow OEM Suff aw 0 1111111 OWS MEW rNl, <�K �— %. �= I 7 ft& 01 WIN NUM US OFA WAS WM SM SAW! 0101 100 VMS am mus nim MEW& Mi % GAS FOR♦MASTER BEDROOM GR)LL % > FLOOR OUTLET 7 Ln (COORD. LOCATION MASTER BEDROOM A D W/ I.D. CONSULTANT} K aimme ami %wo mom mong, �33 0 0'-OY2 7— NOTE- JAMB I RETURNS TO BE FLOOR OUTLET a DINING ROOM LIVNG ROOM (COORD. LOCATION _4p_TYP_,U.0,M R W1 I.D. CONSULTANT) L r4 o ��05 T PT N OF CEILING A333 n we A1 10A A111A RIDGE ABOVE, Typo (RE: R.C.P.*S) 2'- 3'-3-Y, to 2'-10y2" TILE f �Y2 Lo 4 L. —OY4" 0 D r4 CPT ji IN Aftim =01 mum am maim CPT AI10A M Aill VAIL RESORTS 11mum " WRI 010NOMME wimmis mom R D N TILE Ic %,,\ 011 ZO. M COMPANY L A MASTER BATHROOM A111B AVON,COLORADO 3'-5" > W r_ M1 .0 REF To ID ARCRITEu�oF � RD pj� �w ion unk som mms an some mom %a 1010 popma G F?R BATH T R NJ TIN FINIS So Typ. FAF 0 N.OrN ICRO MASTER BATHROOM I f -•1*• W [FAA (E /,y2 Al WD 11 1 ARCHMEMM Denver,Cabrado N1 EFE TO ID w WGS FRR BATH SEE EAST UNIT FOR 336 PIXT DIMENSIONS NOT SHOWN MR N1 N LRE T1 rN JES IS Typ. NIASrU PLANN IN N 1 , & KITCHEN DESIGN ARQUML-r UP 16R F it r• M N 2 NP-W YOM NLW YORK ON STN q�o RE: ID DWGS FOR y^1 KITCHEN EQUIP. K J I TI LE 1,�3 3�15 & FINISHES, TYP. NI Sr*UXIMMAL airiNMR I N LI EN wo. MONTtDP&14F%TU M AAL WD 1�0 11I KITCHEN AVON,C0101LADO MASTER CLOSET L m I I UP ISR_b/A51 1' PANTRY ��N 19R i LO STONE WAJNSC OTT cw mom MM REF. CABINET HAIN ENTRY %ftud no Now MEN Join No ON omm INS NoVoit q M AV0`%k COWRADO A1a3 Ste'LEDGE No CPT" S_rN I mi Qi��D M 'N I i RE: ID DWGS FOR UIVM ENGLNEU 334 L 7 KITCHEN EQUIP. AUNE&4(MNEERD*,Nr_ ol 2 MASTER CLOSET & FINISHES, TYP. VAa,COLOILADO P WD, ) I A901 UN 19R T.O. PLYWD. SUBFLR. PANT Y I D -1 — D/A51 1 EL. 0'-0 BENCH W.0 no 6V INS so pam mom no Mrs CABIN 17 EF. PROJECT NUMBER:- 201".00 Mi s M AID UTILITY MAIN ENTRY 100 WN moo, g'-3)12' ISSUE REVISION DATE 4'—QY2 CAI 13A� 2 STONE WAINSCOTT 3'-6y4" R LEDGE 14- BREAKFAST ROOM 2y " A" �01 O8 SLDG.3/COVST. 04,24.04 REFER TO DTL. N 4 REFER TO ID I AD (q�OD0 OR E p BENCH DE�K BWGS FOR IMS., N1 EN�� 'ST. 01.03.05 2/A521 FOR : A FR�AL CON DIMENSIONS 0 BAY, T.O. WO. SILL A103B r— B SIM. 30"± A.F.F., TYP. a own 1111M 1010 am aml INS 100 No an IM. I UTILITY A103C T.O. PLYWD. SUBFLR. ,6 ADD 5 05.16.05 I I I jqvwm NEW mom magoo EL.= ALONG NORTH WALL BREAKFAST ROOM POW)ER omq> E-a♦ U.O.N. F_ Al 1 REFER TO ID N S <�iTN WD G FOR EQUIP_ C1 D -�A) &- FINISHES L==V 1r__r 1% N, A_ T.O. WD. SILL 0 I wa INS X• MEN a L*& T�l SKI ±42"AFF ENTRY PORCH 1 J: % 30"± A.F.F., TYP. CLOSET �0 PO DER ALONG NORTH WALL, U.O.N. K3 A102A K 1004 N11 A102 [RE: D 2 FO TL 1 IVEA1 DIMS. THIS cool K2 J1 SKI ±42" AF 11 1 PLO AID ENTRY PORCH A521 PLAN NOTES K IT A102 1 . REFER TO EXTERIOR ELEVATIONS ♦ aws am MAN wm MEN an momi pa mom Ems OWN MIND 100 on moo NOR K3 SIM. FOR WINDOW TAGS. 4 01 2)V 1 '0 7'--6Y" —Q] O.H. 2.DIMENSIONS ARE TO FACE OF I STUD OR TO CENTERLINE AS A521 J1 K2 INDICATED. DASHED LINE 3. 2X6 AND 2X4 WALL WIDTHS ARE GRAPHICALLY INDICATED (U.N.O.). x Maio OF ROOF O.H. ABOVE, TYP. 4. REFER TO INTERIOR DWGS. FOR ALL DASHED LINE 1 FIXTURES, APPLIANCES AND FINISHES. OF ROOF A,331 5.REFER TO SHEET A611 FOR WALL ABOVE, TYP. -TYPES 2'-0/4 RE., TO LANDSCAP'G 6, REFER TO SHEET A711 FOR DOOR FOR STONE WALKWAY A3-35 SCHEDULE. 13UILDING 3 25'-11* 14'-1)/2" 14-1-1y2" 2,5'-11 MAIN LEVEL PLAN T! 5 3>32 CA3 3>1 L A( DINING ROOM E BUILDING 3 MAIN LEVEL PLAN A13 AFP02.DWG p 2o04 42143 A C;H-LcTuRc-. SEE MAIN LEVEL f L40 i PLAN 2 3 4 5 FOR WINDOW DIMENSIC-4S NOT 1 1 SHOWN ON SOUTH WALL THIS 332 A331 4 LEVEL E. PAND.L E nISov _ 1 1 Imo- I — ---- _�-- A331 0.H. 33 /A' A��1��� i DECK BELOW LA I F— W4 $.-7 21, I 4, 4" ' I ,TT I -DECK BELOW ' I L1 1 I DASHED LINE OF —_ I L C/] a' ROOF AI3av>=1 T�rP. 0 I- i :1 T FIREPLACE i FLUE ATTIC \\ u Lo I I ~ 7" I 333 I i ATTIC FIRJ ACI_ FLUE 3'-6" g'�8Y2" 3 -4" OPEN TO RE; /A905 L L IV.NG ROOV P1 1 13 E LO'W ; h V `o I I Q2 { I A333 4 I , i OPEV T I ° ! LIVING ROC M L r � B ELOW I V N i I 5'—103/4 51—4/4 Y4 /4 - 3 K M 1 <9> A811 }� 4 BATH 4 I i C.3 cl I � :•• .. ". n:w. ra .. .:.. .o: � Tr?� �I ���� N 1 • v1�IL RESORTS L N I N N1 1 3A O �� 1 3 i BATH 4 DEVELOPMENT azolA 1 M 1 1 0fiA BA 811 1 cto 4A c ® O.H. . ____ N1 M1 i COMPANY A203A 1 1 ® !' — 1 ro.■17. a �:�— — C A`TON,COLORADO M4 - N 1 1 �' A I C 1 NI A206B TI I N 1 1 , CLOSET ' -83 1 11 / A2QSA " - A245B A20fiA 1 M 1 1 A2028 �� 1 L - PT 1 Q I 1 LOSET 413 ' 1 1 BATH 3 1 - , � A2QfiA 1 1 A2Q3A ® J A336 a `N C)i �zoz 1 � +1 AT I 1 .I M 1 r N 1 I Denver,'coloreds 1 � Al.-�-�c �5--- I ?ARCH4TECNftE � � � r� W D. ; r I M 1 1 A205A 1 1 o i MASTER���Ea ILE 1 1 i A205B 11 l �` DESIGN AF{LI CiTB(.7 A207J1 N 1 1 i DN 16R 1 M M i! CLOSET 4 --- ® 1 I BATH 3 ( I , ��ART HOl�'ER'TON N cPT 1 1 / A203$ I C II ,.,. .� .�. " �. ., .� A204A A336 NEW YURtC NEW Yoxtc A201A _ Q 1 I co CLOSET 38 5Y C PT �� ^`V 1 ' T1 L ' o� srRUCT�anr. csvrr s I 2 . `�T M 1 MUItiROE ar VEWTiI L ENGLtiI3ER5,uac ;,� = I [ 2 i M I CLOSET 4A M 1 DN 16R 1 ' AVON,COLORADO J �V� 4 II N1 SEE EAST UNIT FOR 1 DIMENSIONS NOT SHOWN ! I �IA�u�ai EI.FcmcALN4c—i.V�R 334 A CPT A2 39 N .s- VGL�IR11tSc 11 '' � 1 I I AMN,CULURADO X I 4'-5/2 5'-41, 31 .. .. �. .. .. .. �. A202A Lv 1 034» M 41- S1 i �. I A2Q4A A2Q1 A CPT CLOSEF 3$ A1XD; G.� 'i T.O. PLYWDI SUBFLR. DASHED LINE 1 q�'' — M i I 4 M3 BEDROOM 4 I EL.= 10'- I � CEUNG� A334 l I PROJECT NUMBER 20900.00 RIDGE ABOVE, L I _ T.O. PLYWD. SU FLR. 1 (RE: R.C.P.'S) M BAY ROOF BELOW , ISSUE REVISION BATE a TTI � BEDROOM 3 EL.= 10'--4" ?� I Y ! I I ® B OS BLDG. 3/COI45T. 09.24.04 BEDROOM 4 M3 BEDROOM 3 4 7'-7Y2" 7'—CY4' E � I �FI��]ALCONST. 01.03.05 i s ADDB2N1)U1 f 5 05.16.05 O A.3 — _ —r— -- � L1 I I I I _ iII L Y --- - - I I P_iAiV N4T_F�: --� 1 A531 - 6 T I -- - i 1 .REFER TO EXTERIOR ELEVATIONS N*r � — �_ -- _ Imo'== — ____ --: — I J I J `�--- t? —� --' FOR WINDOW TAGS. 2. DIMENSIONS ARE TO FACE OF I STUD OR TO CENTERLINE AS INDICATED. '- — - - 3. 2X6 AND 2X4 WALL WIDTHS ARE GRAPHICALLY INDICATED (U.N.O.). "� 4.REFER TO INTERIOR DWGS. FOR ALL ! FIXTURES, APPLIANCES AND FINISHES. 332 A331 5.REFER TO SHEET A611 FOR WALL I.tlj i 18/_D^ H 1! f 11 - E L7 Y4 2'—�Y4 2 -4y2 17 7/ TYPES . � ��-_- 2 �c 6.REFER TO SHEET A711 FOR DOOR i M ' 25'-11" 141--1y" 14'-1IV2" r� 251-11" SCHEDULE. N BUILDING 3 Lo 0 i UPPER LEVEL PLAN , A331 O.H. A335 " i fl t I v BUILDING .3 — UPPLR LEVEL PLAN A133 Q 2004 A2140 ARCHFECTURE, INC. i I 332 Z A331 3 A A331 H 4 335 5 5'-7y2 13'- 5" 13' 6" r. f� Nr--'AL I ..'-5 N SNOW GUARD, TYP. RE: DTLS. 3 & 4/A536 �— lell SNOW GUARD, NP. fey A �lq„ COPPER RAIN DIV>=RTER I� �� ��—� � I' COPPER GUTTER AND RE: DTLS. 3 & 4/A536 �__s-- — I DOWNSPOUT W/ HEAT Epl _ i ,� TRACE, TYP. Lo Y i D CK BELOW a i - -� - '--6" 5'-5" j DECK BELOW 0 3'-5" I F� I � � N 6.12 6:12 i =N may/ O COPPER RAIN F� D.3 D N/ERTER C yo I I � 333 WOOD SNAKES, TYP. r �- 10 " A F I 1 A531 TYP. 2 CHIMNEY CAP 1/A531 TYP. RE: 5/A534) COPPER CRICKET- CHIMNEY W/COPPER ( +► I . t° ROOF (RE: 1/A537) I I r COPPER CRICKET 6:12 1 333 5/A535.. TYP. r I R c7 UW�eT:R(DEVt�.OYF�t I I r " ; \ wooD SHAKES, TYP. -� 2P—Ow—� VAIL RESORTS DEVELOPMENT 1 COMPANY cv I A VO�I,COLORADO 3'-5" '-6 p, i ARCI6"-[LiU OF RECURD FA , 21—O" ;ARCHFfEGTURE [�! - Denver.Colorado RIDGE: 25'-8 1/2" T.0 RIDGE: 29'-3" I 1 dl; 336 R o I I` Q D�sicr A$fH TEGT r z� E HART �� I HOWERTON N_ Q. N RIDGE: 25 -8 1/2- c0 / COPPER ROOF ® BAY 1 OE&NL: RAID rr� 335 I �aor Roy .: uc � sc BELOW (RE: EXT. I aaoN,ca�oxwo ELE1l'S.) NWCH-AMCAL ELECnUC4L � ERiCi�.IIlr.RS.IIvC ! r AVON,COL,OR.ADO DASHED LINE OF f BUILDING BELOW, TYP, ALPINEENGIN .Nc WOOD SHAKES, TYP. -/ vn�.,COLIDRADO cia COPPER ROOF ® BAY �j BELOW (RE: EXT. PROJECT NUMBER. 20900.00 B.3 ELEV'S.) I N ISSUE REN'ISION DATE 1 I o 334 08 BLDG, 3/CONST. 09.24.04 FINAL COINST. 01.03.05 I� N �a ADDRNL DL. 2 01.19.05 16 ADDENDUM 5 05.16.05 1 I 6:12 6:12 334 A.3 i F 6:12 6:12 I I N 4o _ A 2'-ow 04 I r n to I ; 4 N INN 2'--0" 4'-0" ,n 4'-0" I ROOF BELOW SEE UNIT A I I L UPPER LEVEL - ROOF BELOW SEE NOTE: ALL ROOF RIDGE I I PLAN (SWEET A133) UPPER LEVEL HEIGHTS ARE FROM EL= 0'-0'. r PLAN (SHEET A133) ' BUILDING 3 A 25'-11" 14'-1y2" 14' -1y2" 25'-11" ROOF PLAN 7 V I a I a r 1 1 1 A331 O.H. 1 a � 332 2 A331 3 4 335 5 A134 u n i 1 BUILDING 3 - ROOF PLAN I u u 2004 42o �H# JRE' l'i c "rte 09" 2 3 4 5 E ilANDAL N?ON f \�A332 e0i BEAM r] A331 (RE: ST RUC A331 OPP A335 I ❑ j STONE HER U) jU DERSOE OF D E9K AVOK VE T&G CEILING, TYi lu IA 1 T I . WD. BRACES EXT. >4 i v i It � � I �I I � I � �i � � � 0 J-4 ;-4 0 SQF�� j 7 j 0 0 0 FAMILY ROOM SQFFil D lop I I I Or Lij 0 0 A U) Q 1 1 1 u z ® 0 T \�33�3 BEDROOM I FAMILY ROOM 0 go—on ED 7k-11'9 12'-0" V Q 1 A333 BEDROOM 2 10 91—ops _mm a 6 Lo 3>32 (RI A3>3_1 A335 Lu Al 0 SEE OPPOSITE UNIT VAIL RESORTS aYFFI'T 0 _lqu ai 2 FOR ALL NOTES AND FLEX SPACE DIMENSIONS U.N.O. DEVELOPMENT EQ, EQ, EQ EQ A .,i CEILING Cr LLA COMPANY V L AIT30VE s i or—OP AVON,COLOKADO �'r" 0 STAIR 7 0 A LANDING FLEX BATH 2 I %L SPACE ® _ ® ® 1 t EQ AT CEILING-,,_ at—on RA� Q EQ 109�00 ABOVE U (�FFIT STAIR C) !3 1 7 0 LANDING A A336 21 A A Denver.c0i 0 A zMAST U KMNEK & C( HOWAROBEDROOM I HARTIERTON NLW YOM NEW YORK EQ. 4'—Dm EQ. L. L. c I LOWER 61--ml STRUCTURALENGuli NGII , ENTRY EQUAL EQUAL MONRIDE&NEWHUF NEMLNC d mot AVO,4,CoLmAi BEDROOM 1 go K-IMIC -NGLNr AM-GILLNICAL ELL- _AL STORAGE gp—ow At-E FINGMEERS,NC AWN,CUISALADO 0 00_90± ED MECHANICAL TNI-EK 0 0 LOWER 0 CIVIL INGI ALKNE&NGLNIMPLING,INr_ K) 12'—O"± ENTRY VAII.COILORAW _On STORAGE PRPJE-L-r NLNBR&- 20900-00 MECHANICAL 1 OP —90 0 BATIK 1 ISSUE REVISION I)ATH. cy 12'—Ow± 1 S(�f -- __ .-I [ —.13 0 34 F11 A 08 BlJ)G.3/CONST. 09.24-04 0 0_' L ol EQ. L EQ. 13 FINLAL CONST. 01.03.05 —7 =13: ir jxl im C3 La - AA_DDF.NDUNf 4 04-29-05 BATH 1 Sil�F A334 16 ADDRI)U. NM 5 05.16.05 7 _FIJ 0 —opt 0 0 m \A,332 I A331 A A331 OPP NOTE, 1. REFER TO M/E/P DOCUMENTS FOR 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 CENTERED IN SPACE, U.O.N. 14'—ly2" 4'—'Y2 25'-11" 5. SEE ADJACENT UNIT FOR NOTES 25'-11• AND DIMENSIONS NOT SHOWN. P BUILDING 3 GARAGE LEVEL REFLECTED CEILING PLAN [ UNIT A UNIT A E BUILDING 3 -- GARAGE LEVEL REI{�LECTED CEILING PLAN ' 1 Ln and Al 35 ,re] 2 TURD, NC. 1 2 E. RAN CA JGHk SON __0 A 1 1 i 332 A331 E All 1 OPP 1 A331 335 ® o 0 EQ. EQ. ® ' -�- - ,0 D.3 � o 0 � V N r 14'-1"f — _ _ D -o o { MASTER BEDROOM MASTER BEDROOM I z i = 333 DINING ROOM LMNG ROOM 1 '–0" i � I A,OB A1o9 ` FOR CEILING IN '� 1 THIS AREA -- SEE - 0,,FFIZ, UPPER LEVEL Fri 10 - A333 R i R.C.P. WING ROOM DINING ROOM � i A109 8X8 WD. HEADER ' w O� A WBTTDOOR HEADER - / a 2' 10" � SEE OPPOSITE UNIT -8"1'-1p" Typ.) Or FOR ALL NOTES AND L' DIMENSIONS U.N.O. r C.3 - _ y �//�� F -- ,r 1" _ VAIL RESORTS ' L V I i EQ. E EQ. EQ. O DEVELOPMENT' 01 TYP. ? _ ® COMPANY '-0" 2F–O" SOFFIT _ AVON,COLORADO I MSTR. BA �' C ARCwTx.'f OF RECORD 3x8 SOLID WD. o_6• A„1 !' O 0 O 1 _ SEAMS, TYP. 9,-0. -� –11 i ® 1 ,. c i ® pp J 1 1 –0 KITCHEN SOFFIT �i ® I ARCt!lr�cn;ne A33E w n ! -IQOD o 3'-$" M5TR. BATH Denver,Colorado , O 'RE: INTERIORS) i N A,1, : � MAS'fE.tl t•r.Atr-� ' d- & t nc>ti ARCUrr�cr ,lb TYP + NCO£FIXTURE FL OR ABOVE � 1, _ � o� �~J TYPICAL a I KITCHEN � 8x8 WD. HEADER r MASTER CLOSET 0 Al07 1 �11RT���o O� ERTC3N (BTTM. TO ALIGN xd 4x8 SOLID WD. A,t� A 0 0 336 e i W/ TYP. DOOR Q BEAM A 9'–0" r HEADER) I PERIMETERS, !I MOtr'RORftNEWUL NG mss,¢.;C ci 2'–Om L,J EQ. 6'_0* EQ. . 10 10 L. AVUN,CUFQg�nCt r � a 2.-0. - �SCA FiA�TIGAI ELE(TRICAI E1dt;Lt[SL M-B h'tvGj]tiP�RS,QVC SOFFIT A AvoN,co>oRwo 1 • MASTER CLOSET &.pLN_>�•�r*ri rt e,No- CV AtD3 j i A!12 �II VAU%COLORADO D■ O■■ �1 B.3 BREAKFAST ROOM 2'-0» 4•_2» EQ. 4 '�J EQ. �0 ® ® E{ PROJECT NI)MBER 20900,00 ® A,OB MN ENTRY 1 12:12 12:12 =" I I Al03 —� J �_ I ISSUE REVISION DATE 334 9._ E Q. E Q EQ• Eq, UTILITY A I 08 BLDG.3/CONST, 09.24.04 Q I » Q FINAL CONST. 01.03.05 POWDER 9 A BREAKFAST ROOM A 0 0 A106 j 15 ADDENDUM 4 04.29.05 0 z 0 , R 9 _0 0 8 ^0 ® UTILITY A334 i QADDENDUM S' 05.16.05 i PO � �7 WALL SCONCE �.. SKI A, (TYP. TO 2) I CLOSET i 1 (CEILING A 5 I: LOPES) SK! E t ! CLOSET NOTE] 1. REFER TO M/E/P DOCUMENTS FOR I (CEILING FIXTURE TYPES, LIGHT SPECIFICATIONS, I r _ i ( SLOPES) 1 V I I I NIFORMATIONND ADDITIONAL I 1 I I __ 2. ALL CEILING HEIGHTS ARE FROM F.F. TO BOTTOM OF FRAMING. I 3. ALL EXHAUST FANS TO BE 1 i i i l 1 1 I OPP __ CENTERED ON TOILET FIXTURE, U.O.N. 332 A331 } A331 F 4. ALL LIGHT FIXTURES TO BE CENTERED IN SPACE, U,O.N. I I � 14'-1y2» I 14'_11/2» 5. SEE ADJACENT UNIT FOR NOTES 25'-1 1" p AND DIMENSIONS NOT SHOWN. 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EQ, EQ. a - -- � I c° I I LV e7 CEILING , I I 0 I MVC-MPLU Er,'(;L�EP1's3 ' CLOSET 36 ,. LA I MUNROE&NEWEML&.Ncn��s,DJC ® 2,--2” -I 8 --0 oo � AVON,COLORADO '- � EQ EQ I I 81-010 I ME[ U.NUCAL Fs7_PicP&CAL iavGL�ILEle i � tI 9d-�.L•�iG�lt,r�e,IIsC BEDROOM 4 ,. 1 I AVON.COLORADO AM 12'-2" Q 0 0 CLOSET 3$ nt Pegs�•3t;LVEExiuc,t*zC BEDROOM 3 L___VJ i I ; VAHI COLOR-DO CIL —0114 BEDROOM 3 BEDROOM 4 PROJECT Nv�F.x: 20900.00 I � ���IC� f v f� A201 A203 11 '"_9 1/2i if �f I i •� �7 /! ISSUE REVISION DATE I 09 BLDG. 3/CONST. 09.24.04 f "/ ` ',•ff}° f _=�F I ' Q CONS 1. 0$ ' `� r ••��,f f 8'-0"f g -0 80 $ _0 " , l 1 FlltiAI. T. 0 03. fr ' mil, ' • AT 1(;� i A334 i s ADDENDUM 4 04.29.05 ��, ~` ��f ./ r P I 0 _ `: r 1 lb ADD>E,1DU�i 5 05.15.x5 I � � l i � � I . I E I F I • ' ' , 1 � — A ! I Ili I ,I - i I li I NOTE: 1. REFER TO M/E/P DOCUMENTS FOR , i I 1 I FIXTURE TYPES, LIGHT SPECIFICATIONS, CIRCUTING AND ADDITIONAL INFORMATION. I i 2. ALL CEILING HEIGHTS ARE FROM SEE OPPOSITE UNIT I F.F. TO BOTTOM of FRAMING, FOR ALL NOTES AND t DIMENSIONS U.N.O. 3. ALL EXHAUST FANS TO BE l 1 1 I OPP CENTERED ON TOILET FIXTURE, U.O.N. 332 A331 A331 E 1 4. ALL LIGHT FIXTURES TO BE - - - a A335 CENTERED IN SPACE, U.O.N. 25'-11 14'-1y2" 14'-1y2" 25'�-11" 5. SEE ADJACENT UNIT' FOR NOTES ' r AND DIMENSIONS NOT SHOWN. I BUILDING 3 1 2 3 4 5 UPPER LEVEL REFLECTED CEILING i UNIT A UNIT A PLAN / v 9 A A y 3 1 BUILDING 3 UPPER LEVEL REF'LEC�I'ED CEILING YL�N� i A137 x N , P ___ — IQ 2004 -42140 ARCHITEC-I.RE, WC. E. RA JOHIO?N ^- C pf V. r�F �VV , N 0 ur) A C D U 1 2 3 4 5 I 0 ' I I I I UVF.NF.lt/DEVELUPLR r I VAIL RESORTS STUCCO CHIMNEY NOTE. REFER TO ROOF PLAN FOR ROOF SLOPES I DEVELOPMENT COMPANY I I I I AVON,COWf ADO EL +29'-3° I N T.O. RIDGE — r — _ — s Axc:EU-:ECrOF�nn J L1L�L L I I , I _ ; Ll l' ' I Ll�� L 1 I LL�J_1 I : ' { L � -�- LLI I woov TRIM nr� Ir 1 J ' ' Lai + I I i I �"_ L , —' �-- L �_�' Denver,Cofaado ! LULL I ' 'LPL ` U ! 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PLYWOOD 5UBFLOOR I :1 — III 11 I I III i QFINALCONST. 0 .03.05 16 ADDENDUM 5 05.16.05 sin i B STUCCO —TYP E ' 4[4[ I FINISH FLUOR + I 1 SEE CIVIL FOR GRADE — — I T '� - — = N I _ — �_ —— —_-— �-- _ — _ +1 ELEVATION REFERENCES, TYP. r r — MAIN LEVEL — EL 0'-0" T.O. PLYWOOD SUBFLOOR I UNIT A 1 I UNIT A —� — EXHAUST LOUVERS, WOOD) TRIM 0 NOTE- REFER TO SHEET I PAINTED TO MATCH ARCHED OPENING A751& A752 FOR WINDOW I AJACENT WALL FINISH. TYPES, SCHEDULE AND SILL (RE: MECN.) STONE VENEER — TYP & HEAD HEIGHTS. GRADE i 0 (RE: CIVIL) a e-A TYP. All exterior vents, louvers, and other BUILDING 3 penetrations shall be painted a color which NORTH ELEVATION compliments the surround exterior material color. A231 ! ^o N b �vo��rH �L�v�7�loN 0 C j C O E- 2004 42jjD,.-.ARCh.°EC"UR_, I"4& I 0 F� 5 4 3 2 1 0 / ro O Del , w i I f I STUCCO CHIMNEY W/ I ! O EXPOSED CHIMNEY CAP COPPER ROOF CAP ! (RE: 5/A534) DECORATIVE (RE: 7/A537) TIMBER TAIL �A NOTE: REFER TO ROOF PLAN EXHAUST LOWER FOR ROOF SLOPES I TIMBER BEAM j f I (RE: MECH.) (RE: 5T•URC.) EL +29'-3p -- --- -- ---- — l 1--;J� �--�_ - --- ! RIDGE T.O. WN p 11 ' a---' I {_ VAIL RESORTS NOTE MAJORITY OF EXPOSED LI i l 1 TIMBERS TAILS ARE DECORATIVE. ._ � I._ ._I - ( ��1 I I �i I ' I I f I I I I I 1-�I ✓1 _! ''! I. I I _ F I �� !�! I I I I I j�� REFER TO STRUCTURAL DRAWINGS DEVELOPMENT ` I ! I I , 1 ,i I 1- r ' �, FOR ACTUAL TIMER BEAM 1 Lj I _ �I I I I I I 1 I I I 1 I 11 U L, I J I L _U-L�� L t 1_ I _ � ` __�I 1_l. I 1_ I_� !mil I I I LocArlolvs. COMPANY _i ' I i I ' '! I _L Ll! U-111-11 I �'� i-C i ! !' ! 1 I ' _ ' ' -! I' ! i i I l� _.l _' I __I I Avon,�Or on ono I I �J--� J1 -LJ 1�_ 1.� ll I- I -Li-1_ I I -L�L I I -. --1� !� I I I��-r 4 - I L-- - �'� I I ; j �I i I ARCFilTE(T OF RFCORA 21 Iti.'I!I ' WOOD SHAKES -TYP I I I it I I 1 1 i I I I I I ! 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PLYWOOD SUBFLOOR f d COPPER DOWNSPOUT I STUCCO COPPER DOWNSPOUT ' STONE VENEER PIER TYP (TIE IN-0 STORM DRAIN, (TIE INTO STORM DRAIN, ARTT A UNIT A TMP' o I Q : , NOTE i REFER TO SHEET 13 U I L D I N G 3 A751& A752 FOR WINDOW I I TYPES, SCHEDULE AND SILL I SOUTH ELEVATION & HEAD HEIGHTS. I N I i N I L = SOUTH ELEVATION Aft m 1/40 = 1'-0' 3EL.dw9 A23Z 6 i 0 ! i I 0 r Y - Iirc 2004 47140 ARCa.TECTU4t, INC. f tf C E. RA NDA! JO' 'NSON i 0 � I W U) v A B c D � U ' Ilk i W s , I 1 1 I � U) 0 w I STUCCO CHIMNEY j I 1.4 NOT REFER TO ROOF PLAN - TYP FOR ROOF SLOPES EXHAUST OUTLET, I i l : PAINTED �O MATCH - SIDING. (RE: MET.) EL +29'-3" — — - - - T.O. RIDGE i i .�_ I j I -w _. ! _ 11.1.1x_ .1_ ' . —; OWN�bEVMD" -_ _I j I` I ; -�_?1 _ I I.l L��l � a_ �.Ittt i I I I , ; : I : : I VAIL RESORTS JtrL[ _.�_1�1_ I _ i i ' l _L_ I_ __ ' L -; i I Lf . L am- ;T - T�-I� J T T ��SI�T�I�_ 'LIU I � I I ! -�.� M 1�- � I ��_ 'i._�' !i_! 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PLYWOOD SUBFLOOR �. x. --- T.MBER BRACKETS ® DASHED UNE OF �r - C__ COt;C. REIAIN'G WALL .__ - �= _ r E _ � �-- _�-- =ter � . .------- -i D _ _ -- - - -- -- - (RE: STRUC.) L D �� -- - BAn RM. EXHAUST(s) (RE: MECH.) - GARAGE LEVEL - EL. -12'--0" _T — - T.O. PLYWOOD SUBFLOOR UNIT A f 1 ® GAS METER (MAINTAIN CRAWL SPACE I EXHAUST TERMINATION NOTES: [ CLEAR M.N. 4' TO BOILER BOILER COMBUSTION (RE: MECH.) AIR INTAKES r EXHAUST & INTAKE) 130ILER FLUE 1. PAINT ALL EXPOSED MECH. B U LD N G 3 n (RE: MECH.) EXHAUST TERMINATIONS TO MATCH (RE: MECH.) (RE: MECH.) ADJACENT WALL FINISH. WEST ELEVATION ` 2. A752REFER FOR WINDOW TYPES, MAKE-UP(R MECH.) SCHEDULE AND SILL & N HEAD HEIGHTS. ,I g s f 0 1 WEST ELEVATION 1/4 V-0" EL3.dw% A233 c f 0 io 2004 42140 ARCHI-CC-URE, INC E. 6?AN' L l�cr 1z' 1 ' I D C B A COPPER SHEATHING STUCCO CHIMNEY rrpy� I WOOD SHAKES TYP V NOTE: REFER TO ROOF PLAN rY1 FOR ROOF SLOPES TIMBER BEAM ' TYP WOOD SIDING - TYP l I EXHAUST Ott ET, PAINTED TO 14ATCH . � SIDING. i (RE: MECH.) _ _ EL +29'-3" O I I I f I Y T.O. RIDGE i_L LPL L1L 1-[I L1 J1�L I _ , I I I i ` I 1 i I I � I ! ` ' ( II 0 JLl LI 1 -hi L_ —111 U.1-11 I.__I ��.-Ll L. L 1 ! L� ! I I I i �� I '- ' I I ,� I I III Ij i I `!i1 �� 1 II. 1.1ULI LL f i L �1-1. 11��_f ' —! f 111-L�f I�ul=!I J - _ -�i i I ; u I LI 11-UL L1 L1 1 L4i L`�1�u II - E� �I � � � I �;� { � � 7 �� � � �� � I I � I I M ! I _ � I � � � ` � II � I SNOW FE NCE L-�--�--I-.-LL 1 .LID -1-- ��3w1-LL.L���_L f.LJuli f I � ��f rl 1_I :I Li�L JJ�L 11 I L-LEL �-- ; -� z- - - 'i il L uL f �_ ! ;I I L c : , I I t 1�1 I ��l.L I ! I ( l 11._U 1 I L1 L I I I I ' ! I I ; I' ' I I I I I 0ViN JDEV L' PU I I I ,I I L �LLLL L J} _ _LLLL L_J 1 L�L I i f I -�_J -I I �L� L! `. L Ell ! L ! _ -L�t� 1L�! ' �� �J u! � L�L�� ' '— =' 1 - i VAIL RESORTS 1 I LJJ__�L! L_.L— ti I� 1_!_ L�1�.�—:J-L�l�L � , I , I � I -- i I f ,f , , ; � I : DEVELOPMENT LL I L I [IL�L 1 t -L1111 LL f_L. co��n�,zv l � � I I I II I I II II I� - 1L_LL_1-u U111.L1-�11 A-1_l J� I L. .L I I I J 1_LI---1_L�-L J - LJ..L 1J —�__ I ANION,COLOIL�D0 + N, L I I I L� I i 1A-1-1 CJ__L.1 I I �;;.. + L�' i i _ ' �J I L��_�'I ! I _ ��- 4 �1 � ._� II L , 1�J , 1. 1 �J_ I ���u � ) L lL LL_ I J U_11-11 �! i I ! --- t I I , I+ I I i i .i I ;, ;�� I K I - I 1 I ±�_ i lJ .L-.. I I L I 1 _ I I - WOOD FASCIA - TYP vteHr�en.tcE WOOD TRlt,ll — TYP Denver,Colorado I I ( - Lil STUCCO — TYP J j a�.�szrx n`xr I L11 _1� �d-L !U. _ " I — OESI[G jRC 1i1TELT — '� I I—€ - - — UPPER LEVEL EL +10 4 - - KITCHEN EXI IAUST GRILL HURT HU��i ERTOIv T.O. PLYWOOD SUBFLDOR I III I I Rof AVOM,COLORADO I F I f G F I ' H Ck ! J I Esc H&�' �Nu�'M.ZIC c�aerae I EQ EQ. AVON,COLORAW I FINISH FLOOR nirDVA9,COM��` ; I I Y - - SEE CIVIL FOR GRADE ' ELEVATION REFERENCES, TYP. PROJECT�LIwiBER 20900.00 MAIN LEVEL =_ EL 0'-0* T.O. PLYWOOD SU BFLOOR 1i5St�S REVISION DATE 08 BLDG.3%CON5T. 09.21.04 STONE YE1�1£R FfNALCONST. t11.03A5 i RETAINING WALL ( t 5 ADDRNDUIM 5 05.16.05 - _ --= .`�I - - -- _✓� Y _ STUCCO - rYP i - -- - _ D D - - DASHED LINE OF -�� CONC. RETAIN'G WALL BATHRM. EXHAUST(s) (RE: MECH.) GARAGE LEVEL = EL -12'--0" — — — — NOTES. — CRAWL SPACE — T GAS METER (MAINTAIN T.O. PLYWOOD SUBFLOOR -- EXHAUST TERMINATION 1 . PAINT ALL EXPOSED MECH. (RE: MECH.) CLEAR MIN. 4' TO BOILER I EXHAUST & INTAKE) BOILER COMBUSTION TERMINATIONS TO MATCH BOILER FLUE (RE: MECH.) AIR INTAKES ADJACENT WALL FINISH. EXHAUST i (RE: MECH.) (RE: MECH.) 2. REFER TO SHEET A751& MAKE-UP AIR INTAKE A752 FOR WINDOW TYPES, BOULDER RETAINING WALL SCHEDULE AND SILL & (RE: CNIL) .n (RE: MECH.) HEAD HEIGHTS. a I i I N BUILDING 3 il LI-L ry EAST ELEVATION a 0 n I u I u A234 t n n '• 0 LAST EL�VATI4N x 1@ 2004 42 r{Gvl. CTJRE, INC. '�f CO10�� E. 4?A DAL I J0HNc-,4bN I l�F to i € I D.3 C.3 B.3 A.3 16'--6y2" 19'-7y2 7'-10" 1' I cn o ! 1 SIM. I. o 12 A41 4 I' STUCCO CHIMNEY GIRDER 14 ♦ I'd TYP TRUSS RIDGE ----_----- ---- - - ---- ------------- --- - ------- _ ---- -- --- -= - ----------1--- — - +29'-3' . .. . - = 1 I � € € 1 I�L�L LLL�LLL. �L Y-1L II 111 -�L i "- � € I ROOF BEYOND PREFABRICATED ' = ;.A_. Ll L-L I I i 1 TRUSS II III { � � 1 I -ILL IL UL.! 1 I ��-•,,, _ # ill PREFABRICA-El) 1 1 I t 1 I' ' 12 TRUSS 12 12 I ! 1 I 1 6 s ! 6 1 SIM. ATTIC i � .. . �. � �. .. .� � � �s .. r�., 1 I ! °r° EL +18'-6- 3/8" ATTIC T.0. PLATE r- -- - 1 PREFABRICATED 1 I 1 II ow'�liiR;DeVEwrLkA ! 1 ! 1 1 TRUSS 1 1 I ! VAIL RESORTS i. 1 # BATH 4 BEDROOM 4 # 1 DEVELOPMENT COMPANY r T - rT— AVON,COLORADO DEL - +11'-7 1/2" 1 # �`` ARCtucrOFR>cox� - -- ----- — — I ;i T.O. PLATE � ` 1 # UL 1 ---------- -- ------r I _ UPPER LEVEL +10'-4" - ---------- I !, 1 EXHAUST LOUVER I r - RE: RCP - :; ` y C�[s L tom^ # T.O. PLYWOOD SUBFLOOR / lei 1 ! (RE: MECt1.) 1 r--TUBE STEEL ' 1 I ``�, ■1 !n�rrECnr RE: STRUC. F j 1 I ■ I Denver,Colwado 1 1 � -MA$1 Pt�►w> li 1 ! MS1R. BDRM. III BATH I MSTR. CLST. UTILITY � STUCCO 1 H HO��VERTON ART 1 1 A11a A1t1 A112 1 A113 1 YOPX ! 1 �I 1 �- --•- --- _ - - � � � 1 FINISH FLOOR SEE CIVIL FOR GRADE SrRUCll'RgLIGYh'13T1t ! - —T� 1 / i 1!(3NRUP do 14L'WELL D GLVEL-RS,LAIC € I _ E '-- 1 FERENCes, TrP. !' _ -- '- ��I i --F I - ELEVATION R I ; 1 I ►I'-I 1=�I I I !I_1 I -1 I=1 I!--I I I ,VAN,COLOMDO ! 1 11-1 I I I-1 I I 1 I'�I LI 1: I I --1'` - — r " I NMC IUMCnL�rRICAL ENGLNELR 1 -- --- -.. -- - -�}.-� _-_ _ - � " - -= MAIN LEVEL 0 -a I I – I r-I i�-—-I�-I I'==k =1 ��`I€ �! –�- 1 I M E -4,GOL0111,A 0 �kLJ —I 1 I I 3 AVOY,COIARADO I-1!1=_I-E -1�E Ti -I �i T.o. PtYwooD suBFLOaR I CIVIL L'IdGLNTMR !! r�.-€��-�----�°:�3 L�I�E.GI.�[I��RL�K';�:vG ` V&a,COLORADO [� GAS F.P. FLUE - - 1 TUBE TEEL I 1 ! I FROJEC-r NU:,BER 20900.00 1 EXHAUST W/ 1 RE: S UC. DECORATIVE 1 - 1 1 ® 1 1 ° 1 ISSUE REVISION DATE I' COPPER COVER FAMILY ROOM FLEX SWAGE MECHANICAL 1 I 1 cv 1 - 1 A01 1 GARAGE 1 08 BLDG.3/CONST. 09.24.04 RE: TUNNEL CONSTUC. FUgAL CONST. 01.03.05 i PACKAGE ! 16 ADDENDUM 5 05.16.05 { 1 1 GARAGE LEVEL 12'-0' ! I' - i1;�•„- -:� T.D. PLYWOOD SUBFLOOR `h—' "ill-� f,- I! I��-k !!=1� 1' -I! -ll5 �lllk�lk�lli= i # - �= I�11 !I- ':i r -- )' >( �- ; -.Y �: -, �� - I ----- �- -_--- ------ -- -- TUNNEL LEVEL - -13' -6” iA I,!- 1 ��1 II I-a,1- ^r lI I ,.. .".. j I I I I I1 1 111=1 i=1 I I I I�I11= -T.o. CONC. SLAB �R_"I I�11A I I�1 C11'-�1 I E91:�1!=W I €R €'A TYP. FIG. EL CRAWL SPACE II=4 I!�Jlf f-1 I:-+ . �� I I_ , A � —r' � (_! t-!1-= I i��I I�-I I j -k�fl - R E: STRU C, - _- a - ;I�i1 !I�'I� _ _ 1 _ _ 1�1�111-��1- _ll I�.'1��1�-7.1--k � a — �h I I _ I`i_�i�'i I-1 �^II:: � MY!' I� !�� =t 'i �' —,' � --- �I 11-_ • • ._ a�� A iI _----I a ����.1 i• �=1�€11=1 I i�i '�" €I 117 ; FI I°�I !-! I I- ! 1-i 1�! �I i�'i'_ - - - ' �I-1 1=!I; 1 1 -1 I=' ICI!I_ i 1- "a a Ir-L=CIF--- FA-;F- 1 = 1 ;1 =1IF.1 i - Il :t I T_-iT�� � 1:i -i I_1 l r-� C,!I -- -- - '' 11� �€�-�.11^.II€- 1�1�!r �� .I = 1--- - I 7 �!iilll :l -=1' NOT 1. COORDINATE WITH FIRE PROTECTION I' :Ily l_I 1 'IL 1 1i=III €.II I .C_I �IJ�;Ir:I�! � �? I�'i=� r� � I'� I -1 - i�== _-: -.I�Ii �I,I-1 �1`= "� � CONTRACTOR DURING FRAMING RE. T�T .j; I I�1 STAIR SUPPORT PROVISIONS FOR ACCESS TO CONCEALED SPACES AND INSTALLATION OF FIRE ! RE: STRCC. SPRINKLERS /OR ACCEPTABLE ALTERNATIVE PROTECTION METHOD. REFER TO DESIGN & ! UNIT A GARAGE TUNNEL CONSTRUCTION TOOL FOR CONCEALED ! 4 SPACES, SHEET R003. - - 2. REFER TO TUNNEL CONSTRUCTION PACKAGE FOR TUNNEL / GARAGE. -"-- - a. Attic space with a calling he ------- --- �- of flue feet 5 ) or less, &s meastar$ � � � i! y ( BUILDING 3 (5) Crawl Spaces: Crawl spaces � s 3. ALL ROOF SLOPES REFER TO ROOF PLAN. I from the top side of the structural BUILDING SECTION € members of the (loot' to the underside 4. REFER TO EXTERIOR ELEVATIONS FOR ! accessible through an opening I 3 not greater than twelve (12) of the structural members of the roof WINDOW AND DOOR LOCATIONS. square feet in area, with five feet directly above. Attio areas created by ! p (5') or less of ceiling height, as construction of a roof with truss type ' measured from the surface of members will be exoluded from caicu- the earth to the underside of lation Qs GRFA, provided the trusses 1 structural floor members of the are spaced no greater than thirty Inch- , floor/ceiling assembly above. es (30°) apart, BUILDING 3 �- SECTION UNIT A Ij - # 4 � �' 0 3SC01.dwy I r I IO 2'304 42140 ARCH-TECTIUPE. INC. �s ,t E. IlANNBA L j J 0HI S0N 012 lip G� I D.3 C.3 8.3 A.3 II � 16'-6,V2 7'-10'9 o 1 ----- I I ✓ � o I -- 1 SIM. i 0 3 SIM, I A4i 1 II V I am m I ww " m won= we mo mm =m " r I .r I m wmm A411 I Ij J:) �• •O ®• •• •+ now + ENG. GIRDER TRUSS R! - 1 TRUSS (RE: STRUC.) 1 ---------- ------_—I—_�._._._. ___�-- — ---�-- ----- -- - — RIDGE i �---- --- ---- I I ;- — — — - JJ ! - =l a 11 I L 1-11? L L LL ldL�- _-! C� ii I I Ll I ; ; I I L!_�L 1 l l_L 1 �IU I_LLL +26'-5* € ' I j - , I 1 I , i ; I _ +25'-11 7/8" I -__�-- _- -=_r _ - I i I I I I I 1 I III I III I I I I - I= 1T1 _-_-_-_-_ -�---- ��t• i w RIDGE f Tom: :� i scc �`? �5 'n�(?�y� � "r3 •'kkt' r r x CY is e k i kJ _._ '1[ tJU!v. y' t;, 1 -- -w _ � � G• �— � --��\ I I LLd I I I 1 1 IR ER TRI ISS L I 1 : I TR SS P TRUS 1 I ATTIC _ I j I i I I 1 i R j (RE: TRUC. I ATTIC TR C. pp UWB1Tft/QE47�UPGlI I r r VAIL RESORTS f DEVELOPMENT COMPANY 1 r 1 1 I I AVOv,COLORADO I AROU•EC'to RECORD ! 5 1 STAIR r r — - 1 1 / 10 CONFIGURATION 1 I . L I I A81 1 IS NOT ACCURATE 1 1 I I _ — — ------- —_ r---_-------- — ----1 - ----- ---- - ---- ---------r-- 4 IN_ THIS SECTION. _ -I , R LEVEL = +10'-4" ® I lei 1 SEE DTL. 5/A - I ` ��: — 1 T.O. PLYWOOD SUBf LOOR DBn� C*rado r FOR CO RR _� �- _ I LL L ' 1 I I 1 I CONFIGURA� MASTU PLAN-NER MIGN ABCHTrWr I 1 AG IROOM r MAIN ENTRY � _ O RT 1 sIM. HART F ��i]E O N 1 r �, I �, 1 ! i -qE.w Yom NEa Yom A536 *"jq nam .,. I DECK r i j El IT fj PORC o ' ♦ 1 a,oe I o O P�!G I r a,o, 1 s�x�c-rc ICI��rGa U. i1 I 1 1 1 FINISH FLOOR NK)NROE&NEWMIENGLNEIMM 1 ... - kvoN,W.Lop uno �EE CIVIL FOR GRADE MMH_ANXALELEC > CALW<�LNEL ELEVATION REFERENCES, TYP. Avo-1,COWMDO I � I-- ---- — -— -— : _ — MAIN LEVEL _ 0'-0" ALPLN?aVIL EN ( r ` J' --- — — ---- UJ, L� .fir �, (' — ! _ �— `- --'rt R— . w_ �` 1 - T�0 PLYWOOQ SUBFLOOR vnu,cows,flo I -�.. - i r - -i 1-- # . - ��I � ��.� ' -_E r-- ;I-,,I-_I I ri _� � g-�. - - �x4S�Fl�F1 �;r..�+°Cs —=' = e PROJECT NUMBE 20900.00 r. Ill STAIR 4 1 1 R 1 G s F.P. F UE 1 1 - 1 1 8 • __--'- __-- ISSUE REVISION DATE 1 1 I ! ----� =-- 1 + E HAUST W FAM Y ROOM I I I r f ti 1 Q I 08 BLDG.3/CONST. 09.24.04 D CORATI'��E I I I I I I a 1 C PPER ER r # I I r I I 1 r I I' 1 FhNAL CONST. 01.03.05 - k r C.= 1 7 TERRACE 1 r WER ENTR 1 1 I I 1 ,3 ADDENDUM 2 01.19.05 I 1 1 GARAGE 1 1 I 1 1 RE: TUNNEL CONSTRUCTION 1 16 ADDENDUM 5 05.16.05 r 1 1 1 I PACKAGE 1 GARAGE LEVEL 12'-0" ----- - €}_--�_-- ,I --r1---------------------- — -- — - i�1.0. PLYWOOD SUBFLOOR -I =7 I I I I I� I=�i I 1-- 1 I y; aI 1IIWIII�IF -�I1---lI iF -1i-I I j-I;�'I -- 1 r-- r-I I-�-1 11-�I{=�I I=-�1 I�I�i�I i�1�I�I I 1=i i=1 I-1 11=°�:- 1 I 1 q. • � �-'--,---- 1 _ 911 III=Ii = II!-:AII_IFl I"I�ME EIIrI! I;_=i11_., -II - -; II �1-Till ! I�I I I I I��r I I I I i I v:11 I= TYP. FTG. ELEV. CRAWL SPACE 1 1 - _ ""I"' it n! " —t.' RE: STRUC. "= I I I I_ 1.!-=—q I F11 r= 1-I I�i I Ill I I=: — I I-1 4 . ;11=I11=11I$Iill ' i=ill - I ' i. .i- _ I - 0 F- 1 Ir I -- I- _ -I, 11 I I I.�'"—III=1 I!--I 3]�1-1'1�=_I 11—f�I I-1 I 1�1 1 I 1 II r-I.=-1 I-1-1 1-I--I1-1 11 1€1-��I-;II_--i I -I I I-111_+ -I/i I I1_---_€I i I_--1f.'!I-�r r ��, I'-y I I�i _�1---..- i. ',-i�,I Y'-_r", -1'I_ice- 1r•i : F I i�.I-_--I-i I��i�;,;,I I =i-I I�-•i--;, r�-i- I'��;I-1.-I�i i I,_-i e _'I 1=-I t I I 1 I--_-I: -i---�--- !----'---__-------__.I::I'----�f----f C I:iI i.---I.---..I_'�_!�;.I'.i 1 i-I_-I I--I_1'I i,�I h 1'-`I i I i I_�LI_-�-_-. _I I I'_I I i I IIE_�i---f Ci I I I'-I I:�I!�--_i i _I-_I I I€I I I�---I:i:_1.=I I1 I Ii:I E-�i i_-i�i I,I I-!-''I!1"i-• _s �I-.�--rI--�' --,' r -I--_-�_'i �'�-�I'�I !—a .• r • a •I ' .�a 1 �i-i .-_1�1�-__ - -] - :—- • 1 I— - I I I=i I �_i I I I_' NO E 1. COORDINATE WITH FIRE PROTECTION ION Yi' IIE]11-11�1'�-I IFE-' I-IIl-=z `.I— iI T-D L—I I CONTRACTOR DURING FRAMING RE,I I -A I I=_3 1 h 'r- I--I_I ;I h 1 P: I - - -' - -- �----- I-111; PROVISIONS FOR ACCESS TO CONCEALED I r--;`r--•I r-- r--I I- �I r +-"i i- i I-' i. I , r- I- I- :r- r� r .�I��=1if=-�I��il"� '-- �I �- - •,r I i—-,1 =1 �i .I = SPACES AND INSTALLATION OF FIRE _ D i SPRINKLERS /OR ACCEPTABLE ALTERNATIVE - PROTECTION METHOD. REFER TO DESIGN & CONSTRUCTION TOOL FOR CONCEALED SPACES, SHEET R003. UNIT A GARAGE TUNNEL 2. REFER TO TUNNEL CONSTRUCTION PACKAGE Ae FOR TUNNEL / GARAGE. 3. ALL ROOF SLOPES REFER TO ROOF PLAN. BUILDING 3 BUILDING SECTION 4. REFER TO EXTERIOR ELEVATIONS FOR a WINDOW AND DOOR LOCATIONS. i I A 7 J I l 5 A b 1 0 f I I BUILDING 3 SE CTION UN 1� A� A332 k } , '0 2004 42142140 4RCHI-XC-I R_, INC. P E. 0 14 �" 1 2 3 4 5 -° 25'-11" 14'--1y2" 14'--1Y2" 25'-11" r� E OF VJ rya IO NOR NO me ON IIn no Ilw Pm w BMW M min Iw tl IM No mmi; mm ON no` r"r NO Io IO � NO on =0 I� No ® v t� dr maw mW mmi Id � r d We I I 11 1 I 1 5a SIM. I '�`' Q 11 • A905 1 _. 1 1 kA 1 A905 0.H. 1.2 >'' S O I i I = II 1 G I • i 1 II I 1 # # I 1 I I I 1 ® +26'-5" / ----------------------- 1---- ..- - -�- - - --- k - -----�-.-----�------_.__--.--- �_� ---_---_-_-------------- --- ------- -- -- ---------- -- � 1 # 1 1 CROSSTIE RIDGE U(RE. RGP) i HIP BEAM 1 I I I (RE: STRUC.) 0 1 1 1 1 r~ 12 1 � k ~� �7 ?€t t r r- r r rn �rx:: j7_ ,n,�(rx�rl?fY ,.t 12 2 c IM. ATTIC �' 1CAYJ t ixst�[C kX t<�_ i z i_a, L' J � 1IYy�€ 4x1lIXllCk(( Ci ` akM. ' Is D.H. A Z S I 6 1 ENG TRUS # I # �- I A415 1 i 415 ENG. TRUSS �d . .d �. .M .m. m ". m.. .�. .m ��.` 1 I — ENG. TRUSS (RE: STR G.) _ r —�- 1 1 I 1 I TO PST �# 1 ATTIC -- r- 1 _ 1 CROSSTIE 1 11 # 1 1 1 1 1 (RE: RCP) - 1 � � �' Ov�•rrat;t�EVEUjP�x VAIL RESORTS I 1 , DECa THE �. 1 1 1 I _ I I ;� �,_, 1 " DEVELOP T\fN r EL.-10'-5 5 8" 1 II 1 I I' 1 # ' I �� T.O. LATE COMPANY I I AVON COLORADO T.0. PLAT T I I _ 4" UPPER LPL +10'—- - i oiv — r 1 1 �I ll III I Y€ ! .1 1 �: , ,1 ,I I I 1 1 T.O. PLYWOOD SUBFLOOR I iI ; i l� ?{' L.—J!Jl �I' I:' _ll_.._.�.� I f i 1/ / i �p�l1TTJ��I�p� IGLE41E LYING RM. 1 'I I S R B' I I 1 TR. �DRM, '. j` 1 LIVING RM. i'' i! I �: 1 i 1 Denver,Colorado 1 �' 1 � 1 �' � I•I 1 I ! I 1. 1 �I I I �' �' ,�I+1 � ' � 1 _ � �.,s�rEa r1a.`�.n ' I, I I ; I `� 1 t I —IrF-- I l _ I I t I II LF—/ 1 FINISH FLOOR HART I HO��rERTON 1 I 1• ! € €. f T� — 1� 1 - 1 t D;EWYOMNEWY`JRK 1 FL y: . _ I SEE CIVIL FOR GRADE I ! ■. # 1 1 1 I I 1 1 / r�Lr<vATkoN REFERENCES, P. MUCT �USIGLNUR MONRO>E&N-EW U1&-AUNMS,'� �_ __� ------��-------- --- - II ------ I— - I --- --- AVO?d,COIAAADO MAIN LEVEL 0'-0" - -—- ME(1{ANiC.&L El l@["C1ucAi lca1 F -------- =1011 T. PLYWOOD SUBFLOOR >: 1 1 AVON,c�t,MADO 1 I 1 III I I CIVIL�GZT--ZR 1 VALiti aowRADo 1 - - - 1 _••---, I � I�-I Il [� -�''II -�I� 1 1 �.��`' I�I; �' [I- , �� �. I =-- - - I PROJECT NL KBER. 20900.00 II EDROOM 2 FAMILY RM. I �: I! I ,- , I FAMILY RM. { BEDROOM 0 i j; cv I ,� ISSUE RED SION DATE _.. : .: - 08 BLDG.3 CONST. 09.24.04 I• I I °k ! I = !± _ FINAI.CO�IST. 0!..03.05 1 _ r r I i I I 0 ,� ADDF.ND�j'M 2 01,.19.05 i 1 1 is - I -- _ -- r 1 - -- - ' ,; — ----- GARAGE LI�VEL -12'-0" I }� -ADDENDU'M 5 05.15.05 !i!=1` = T,O. PLYWOOD SUBFLOOR Ed I Il�lli�l!' i- :-� �l i 1-111 1 11-I 11 11 1'a 1. . . I I I I-�I I I;III,,-_! 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I Ih n M i ! a 0 c ,n I UNIT A. & A A 3 A 31ft 35C01.dwq _r ; 7(D 2004 42140 ARCHFEC`URE, INO. � rr R4t� E. 1 2 3 4 5 , f 25'-11" 14'-11/2" 14'-1y2" 25'-11" VJ 1 i I I I OVERFRAM E > (RE: STRUC.) ! (RE: SHEET R003 5 I� FOR CONCEALED A535 O SPACE FIRE ,m an lima laim war imiiiiii PROTECTIONy V ALTERNATIVES) C _ +29_� -------,----- --—- -—-—-------------------I----------- -- ---------- -- •► ----- --- --- – 4 �; BEAM �_ i I _�-!_� - T�!�TI T� 1 �f rt?- -;-J I l t-I i _ I RIDGE A535 , i I III I I t - RE: STRUC. an we � as �. �s "M i pkoo f .L 1 I 1 - ?!- --� I I - z= a-�! I ' ' ` I BEAM I ! I I I " (RE: STRUC.) 2 SIM. ,>!! L1� 7` !_I_l-S 1_-1 I !.LTi LT_.�L1_-�- _ ��" ' I r +25'-11 7/8" -Ll L�_.,�� I� �-T����1--�-J-�L�1- , 11- _------—----___________ __ _.---_�_-�----—-—-..,___����`-,�._ ,��.��may—_---_--_—_—_�_..._..._—_---—- _.._ g�_ _._ -. � Z � A411 I I II I T III I I I I I ! li - { -! 1 - = I- 1 I I I _ I i i -I ] - = I I I I ATTIC 1 !I ! I u �� I__L ! I I f I 2 SIM. RIDGE 0 ! 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PLATE I "'� `� I I 1 BEYOND 1 1 =- EL=+11 --5- T �35 I COMPANY PLATE AVON,COLORADO -----_- -- ----- ----- ��IT I-- - -I - -_-- - - - -- - - - ----- - - - _ - - UPPER LEVEL --' +10'-4" I -• 4 I r l .f 5 ' ] i i� + S x t x '}�t - -�` fir` �(r� ] yl 7�. - I IFA irClU�gZ'b(�.fjwuC UU �U � 00" �]UU(SUU UU U Ut�CU I I I T.O. PLYWOOD S U B FLOG R I rA it, I i ` - mss, '' / I I Damror,Cdorado *ASTER 17.XNNER 1 _ & _ r I i ptSiG3�Al[(:Fd1TEC[' j BREAKFAST ROOM MAIN ENTRY TER CLO ET �R CLO ET ----, -__v_ MAIN ENTRY BREAKFAST ROOM i, 1 p HART HOWL- �! A106 A1Q3 All 1 A112 Al U3 AtpO I N>W YOitK.ivEVQ YORK 1 FINISH FLOOR 1 A535 Ij .T 1 1 - EE CIVIL FOR GRADE ! ELEVATION REFERENCES, TYP. uo ROF i •�tc�'n� ;LUC AVON,COLORADO MAIN LEVEL - 0'---0" I -- - — air�CHAI zcu crR>cAt Y; ----—-—�----�—- ------`----- r �• r� f � - — j� =-r=--r - - - - -- j�' � -E E:�iGLV L�7C /' I i iS rr %1 i / ` i �' i '.r , y s AVO_ ADO 1' V COLOlf« • !�'E'�' d r`1'°' { �I'��� � W( 4 c 1 ' , '1'r`•'� }} ��}(())[[�� (( tt ����� �•' 1 i" i i• �`` �• r 4 li; � ''�i�i� '- T.O. PLYWOOD SUBFL R I )i.�.Jt _,f I i�J.�l)Cy(){i�) )()t}iy[� 4) ]tSUL t �, i1t�_].�. __�)_J(.�)_ { I, 1 Grua,.ratct*%�x e ALPLVE a�1c;Lyl Ravc,,Nc. COi.C.1RADO PROJECT NUW- ER: 20900.00 � I 1 I 1 I o i I f ISSUE RENUSION DATE I I s f LOWER >� ! LOWER 1 r 1 N 1 i BEDROOM 1 ENTRY MECHANICAL MECHANICAL ENTRY BEDROOM 1 I 1 08 BLDG. 3/CONST. 09.24.04 1 1 woa ® Aol t rw I t Aoot ® I 1 LI I Q>"�,�cor;sT. 01.03-05 STORAGE STORAGE 1 _—� 1 Aoto Ao10 A i 13 ADDENDUN2 2 01.19.05 �1�� 1 17�Ti� I .I 11� 16 ADDENDUM 5 05:16.05 I' - �IY GARAGE LEVEL - -12'-Ow --- J��*�ti _ ---' .��lr-;+-=-'' ="!?= --` j�l;T�: .� - - —____ _-_— — --- -- --------- --------- 1-�- - - - - - T �I '1�'r�- =`-! hlw�j_ -- - - - -.,� -_ :1�, _ -:I_ :1. � -S 5 ll r. ', -�5 •5 r ( } !: ,y 1 .S r 1 -=J -"� R:!'-,.- ! i- i � i;' I r it �-: I --i 5! l 4/1. iF•!tl 5) + 1 S '� :.�•'`,� " �'.f' I I. ; - T.O. PLYWOOD SUBFLOOR '�I_`.'I: Yr_: �I. -t_— J•J J\- -_�.Ji 1[)+` ���l Jt 311 1 J _ _ J`, - Ji :Ir-i!I- II�I�IIr_=d1I1-11I✓ I iiTt i� , .ti I F " - I I - Il- l-ll}��lu il= �=X11-I� i� ?II IL I! -�1 is 44 l� 1 ' - 'I�1! I��-III=IIr=lli-I I I I [- ) J( N ) )I R J '- �i .w: _. �. f -=�!',_ 11=;•! !! I I T•YP. FTG. ELEV. ♦ -' ;_::;_ - _ CRAWL SPACE E!. f 3'-0 f 2" 0 cR,awL SPACE '°' fi"1 �'T " `�t-'"t�-'"'• _ ". , 1277 I I I if'Imo! -! _ T.O. PLY. 1 _� If lI1=1I�111=II I :iI �I= -I I.-III--1!F II1=-: ' kA I I 11=1 I- I- - ! �I 1 i- �'II�I - • I'r _ °' I=II° _11 - _I'i :I .'111� 1111;11 i�1111 �i I f� IE1 I I I —7;: i� i-1: -S- �-7 1: i - - 'I• -^I - I, i I ,I' - - {---II7I --� `-�� ter=-: .r-'; -'1----� 1-� °1= r r-=- -+ r-., _ I- _ _ 1: t _ --j' t=--•:1- :r- 'i--'�I— r,r 1= I'— I—t .I j�: ,-+ I— I� •i- �1---' I= - -- I� ., -i�. I I i ,�, � J L-:I I�. - - I I: I:-7 i!-—;I r I;-,;�_�,,.�.-I:-.I I_--, I:-- =I I.T! I. .I� _ -I:1�i!L-;I. --•I I-� �,� -1 IT" -'i i I-` i i- -- _ I E]! I-• !r-'° -'I I :I— I i 'i -;:!-' !_.-� i - ;._..,• _.�, -�, �I I�: ,_ . 1�' �I�-F r_-,I � '� !� '� �� .� I��:. : _ _I E.I: -+ '!=A .� -- - I�• -1 I i i-�! l I_ - -; I- I� I _ 'I � I-! 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I'r-.'•I_�„i-.•- - - _II: _ill-,1 PROVISIONS FOR�-� SIO R ACCESS 70 CONCEALED I k—I I 1=;E�� ��I�'r'�1-'-:'1----I I'.'_.I I._••,I�I I�I�'I I -- -- ... : i SPACES AND INSTALLATION OF FIRE -- - SPRINKLERS /OR ACCEPTABLE ALTERNATIVE I I D PROTECTION METHOD. REFER TO DESIGN & UNIT A UNIT IT A CONSTRUCTION TOOL FOR CONCEALED SPACES, SHEET 8003. 6 2. REFER TO TUNNEL CONSTRUCTION PACKAGE FOR TUNNEL / GARAGE. 3. ALL ROOF SLOPES REFER TO ROOF PLAN. BUILDING 3 4. REFER TO EXTERIOR ELEVATIONS FOR I BUILDING SECTION WINDOW AND DOOR LOCATIONS. i r k 3 l 1 ! i D 0 7 BUILDING 3 _ SECTION UNIT A & A J A334 L �4” = 1'-0" 33COl.dwy I p zr � ZI A �' E, INC. i E. RANI-?AE JOHN` '*11-14 i j3 A B C D �! 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PLYWOOD SUBFILOOR T.O. PLYWOOD SUBFLOOR DEVELOPMENT IM ft"ftmMms,I WON MEMO c> COMPANY 3 �F % AVON,COLORADO � rxF � t � � i ♦ A753 ARf.JUTECr OF RECORD i [ UNIT BEYOND VARIES 3 eA (RE: PLANS) n-ECMRE **SAM 0 Wn 7 Denver,Cdara& A 712 A ,�LA_ST U- nANNU & UNIT BEYOND VARIES GUARDRAIL DESIGN DEKGN ARUJUTUCr (RE: PLANS) VARIES NERTON (RE: EXT. ELEV.S) (O.H.) SIM. I MART I HON NEW YOM NEW YORK 0-4 no une wo wo Win mow H.) 7 (A753k 0 =11 mmin,MMw S7RLC777AALENGN)Ml 11 75 ♦ MONRop-&NLEWBU ENGMM-M M L 40p AVON,COLORADO MBCR&lllCALU2CnUCALENGNEElL AVON.COLORADO CAU13NUD41MR VAU,COLORADO Aftor War off M Win Wwo Q I ! I � ..� 5 1 r��-- I � ! � � I I ! I -T NU E PROJECT MBEF, 20900.00 r-—-—-—-—-—-—- LEVEL 0'-0" MAIN L 'MAIN LEVE' 0'-0* :Dc ISSUE REVISION DATE 06 CONSTDOC _wl C . T.O. PLYWOOD SUBFILOOR T.O. 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