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Home My WebLink AboutWest Day Subdivision Lot 3 Building 7 (5) ® 2004 42140 ARCHITECTURE, INC. SHEAR WALL SCHEDULE WALL FRAMING SHEATHING AND BLOCKING REQUIREMENT BLOGKINW RIM SILL PLATE FLOOR TO FLOOR FOUNDATION ANCHOR TYPE REQUIREMENTS FASTENER PATTERN AND ATTACHMENT TO BOARD ATTACHMENT ATTACHMENT HOLD-DOWNS HOLD-DOWNS BOLTS (O.N.O. ON PLAN) ROOF OR FLOOR TO WALL PLATES TO FLOOR 5HEATHING SHEATHING (2)-LAYERS 5/6" 2X6 STUDS AT GYPSUM BOARD 1 I/4° RIM BOARD (4)-IOd TOE-NAIL5 (2)-ROW6 Ibd 11 m X b' 1'-40 WITH ONE SIDE OF WALL OR I-JOIST WITH IOd AT EACH BLOCK NAILS AT 61 -N/A- -WA- EXPANSION I 1 O 2X SILL PLATE WITH bd COOLER NAILS AT 3° ANCHOR - - NAILS AT 9" AT AT 4'-O' 250 BASE PLY AND bd COOLER NAILS AT IN AT FACE PLY I 1 d __ 4 1 I/40 RIM BOARD OR - - - O2X6 STUDS AT 15/32° PLYWOOD I-JOIST WITH (2)-ROW5 IOd TOE NAILS (2)-ROW5 Ibd 1/2" m X 10° 1'-4" WITH WITH IOd NAILS AT IOd NAILS AT 4" AT 2" OR SIMPSON NAILS AT 4' RE: PLAN RE: PLAN ANCHOR BOLT i ' _ ` , • - - - - --- --� 2X SILL PLATE 4" AT PANEL EDGES OFFSET ROWS 112" A35 CLIP AT I'-4` AT 16-6" MINIMUM - - r 460 � COLUMN I -J ' t� V 9IMP50N M5T60 SIMPSON H 06A I ' Q 3 ?'-8 I/2" COLUMN i -, U 3X6 STUDS AT I5/32° PLYWOOD 13/4' L.V.L. WITH SIMP50N A35 CLIP (2)-ROW5 Ibd STRAP EACH END EACH END OF 3/4'm X 10' (2)-65X9 ][ - o CO 1'-4° WITH WITH IOd NAILS AT (2)-ROWS IOd NAILS AT 8° WITH bd NAILS AT 3" OF WALL U.N.O. WAIL U.N.O. ON ANCHOR BOLT COLUMN 3X6 SILL 26 AT PANEL EDGE5 AT 3" OFFSET ROME X 11/2° NAILS ON PLAN PLAN AT 18-6" TTO PLATE U2" MINIMUM I I (42)-2X6 TRIM 5TUD5 * I (I�1 (p)-5 ST UDS L.V.L. I 'y ING ST I ! 51MP50N LTP4 51MP50N M5T60 51MPSON FiDbA O3X6 STUDS AT 15/320 PLYWOOD (2)-1 3/4° L.V.L. WITH AT W WITH Ibd (2)-ROWS 16d STRAP EACH END EACH END OF 3/4 00 X 10° I i - l (2)-2X6 TRIM STUDS + i I 1'-4° WITH EACH FACE WITH (4)-ROW510d NAILS NAILS NAILS AT 30 OF WALL UND. WALL UNA. ON ANCHOR BOLT 'T I � - -- -- - - -- - C3)-12" -L.V.L. /2" L.V.L. 3X6 SILL IOd NAILS AT 2° AT 3" OFFSET ROWS (ORIENT PLATE ON PLAN PLAN AT 9' - - - ---- KING STUDS PLATE AT PANEL EDGES 1/2" MINIMUM VERTICALLY) I ( I ! [� 1340 i ,�?' j _ _ _ 4� COLUMN C,I COL )MN TS r - -_. L.V.L. . - l'-8 1/2" r ,y 1. ALL PLYWOOD PANEL EDGES BALKED WITH FRAMING MATCHING REQUIRED STUD THICKNESS. T.S. 4X4XI/4 I I IOX4XI 12 UP O 2. ALL PLYWOOD PANELS SHALL BE APA RATED EXPOSURE I SHEATHING. GOLUMN UP; FRAME ONL 3. RE: 5/51DI FOR TYPICAL HOLD-DOWN INSTALLATION DETAIL. (3)-2X6 DOWN BEAM - - - - 4. EXTENT OF SHEAR WALL DENOTED BY - • - • - • - • - • - D. 3 - -- - -. - ---- -" - - -- - --' __ __ - - _ - 5. IN LIEU OF 3X FRAMING, DOABLE 2X STIV GLUED AND NAILED WITH (2)-ROWS I6d NAILS AT I <101- 1/4•1> I C' L I UP DRAM, I T•5. 4X4XI/4 w 8" MAY BE USED AS A CONTRACTORS ALTERNATE. I II/2" X b" X I '-O" 'C, ONLY COLUMN UP; b. ALL WALL TOP PLATES SHALL HAVE A MINIMUM SPLICE LENGTH OF 4'-0° WITH (II NAILS IN (2)-ROW5. ? I SINGLE SHEAR PLATE ' ?- ----- --- - - - - ---- - BEA�'1 - - - - - - )-2X6 DOWN � - - - - W f 7 W >UP T.S. WITH (4)-3/4"m THRU-BOLTS 6 ONLY 2 (RE: 10/54.21) <IO'-O /4" T FRAME O Y - iy .5. }' 14X4XI/ COLUMN I - - - 1/2" X 6" X P-O" I I FRAME 8T +--+ -- SINGLE SHEAR PL TE i T.S. UP I ' z COLUMN - _-- -- WITH (4)-3/4"m TH - TS 14X4X1/2 ONLY COLUMN 14X4XI/2 (RE: 10/54.21) ( FRAME T.S. J o ��O__ I I v UP I - -- : 13 I J FRAME UP J' I ONLY ' ONLY ' OPEN ' t I COLUMN i 0 Lei 1�" LPI/32 Q O OPENS ONLY ^ UP AT I '-4" I '�' i Y �. ONLY 1 m WOOD FRAMING NOTES: ! x 13 pI I 12" LPI/32 IL Li �,- `� 2X4 VEiARING z ' 1 I AT L_4„ 0 LEVELLTFFLOOR 1. ALL WOOD FRAMING JOISTS SHALL BE LPI/32 TYPE JO15T5 AS �� • ! , MANUFACTURED BY LOUISIANA PACIFIC CORPORATION. ALTERNATES +�� W RE: ARCH �A 2X4 BEARING owNFa/nFVFTrnxa SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE - - - -SIMP50N m FOR LANDING WALL TO MAIN REVIEWED BY THE ENGINEER OF RECORD. --,' _(2) I I UP ELEVATION LEVEL FLOOR �� .y+ . -�-- VAII.. RESORTS of 2. `L .V.L." INDICATES LAMINATED VENEER LUBR E BEAMS, AS MANUFACTURED BY I i i (D) I ONLY M 8X8 _ . _. __ - ___ ____ _ ____ __ - i RE: ARCH ' I < Y ; LOU151ANA PACIFIC CORPORATION. ALTERNATES SHALL HAVE THE SAME OR *; - i /J1 GOL FOR LANDI I I d -- -- / T GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL C 3 - _ — - - _ - _ -- - - i _- --_ 'Ey. .- : 2X8 ELEVATION W (2) r _ NOTES. - —r - _ , '-c:- --- -- - - - - -- - AT P_4„ UP I I m SIM i� //'•�'�) COMPANYN . 51MP50N 1'�i, ONLY 8 i ONLY MST 72 i `-rt i { HU HANGER - X8 I 3. E3 INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED : (SKEWED) - . 0 12" L.V.L. 2X8 j GOL - - ' AVO , COlARALX) (2)-SIMPSON ,L I VMHJII AVON , COLORADO PLANS. MSTl2 ! { EACH END J ry - f3)-2X10 ' ONLY I_ _ 1 I ' S1 4. INDICATES COLUMN UP AND DOWN UNLESS IT EIEARS ON II - i AiSG (2) 4{'� � - .1 -- - -- HANGER V CONCRETE WALL OR FOOTING BELOW, OR IT 15 LABELED UP ONLY. •� - d : 12` L.V.L. ANGLE J J _ __ _ _ _ %� I (SKEWED) I 2)-SIMPSON - (r,ONNECTIQ 4 - -- (33� X4 N EACH END MSTl2 OAF 5. < > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. ! i I P ry Q CO�r - - - (3)-2X10 I`1 " J i 1 w10X22- -- - - -- - `- - `�- - 1--. -. - _. .._ I - : - _ .. ._ . ---- - v >. 19rts AISG (2), ■ b. �— INDICATES TOP OF 5TRUGTURAL FLOOR SHEATHING - — - - -__-- _----- ----- -- XS -_ _ .- - . .._ i ! - _. - d ! -� i, ANGLE _ ARiQfECfURE ELEVATION. ;.I <IO'-I 3/4`> 3 - _ (3)- X4 GONNE it i 0m . Cobatlo J _ g ' I -STAIR - - -- - i ---- _ - _ _ 7. HEADERS SHALL BE (3)-2X8 UNLESS NOTED OTHERWISE. ALL V _ _ _ _HEADERS SHALL SHALL BE BUILT OUT TO 5 1/2" (3 1/2") WIDTH BY j I (4)-2X6 - ti - _ _ __ __ A _ NASfLR PLANNeR ADDING PLYWOOD SPACERS AS REQUIRED. t J 12" LPI/32 COLUMN 4 ___ __-if <I0'-1 3/4"> n a AT 1'-4" 1 -- - DESIGN ARCIUrWf _ l STAIR -- -- .. ry J e. ALL GOLUMN5 SHALL BE (3)-2X6 UNLE55 NOTED OTHERWISE. - I r4)-2>(b ONLY j H RTI f10WERT N 9 . WOOD COLUMNS SHALL BE GONTIN/0U5 FROM FLOOR m 14 ' _( I . - - - - -. — - - I1 I COLUMN 12" LPI/32 J ART 12"- L.V.L. : - i _ TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO AT I '-4" NOTED COLUMN SIZES AS REQUIRED. STRIX7l'+RAr. FXGROTA 10. INDICATES INTERIOR BEARING WALLS. FLOOR JOISTS + (4)-2X6 - - -- - - - '1- ' {3J..12'_hFL_ 14 1dGNAGek NI'WL•LL WGLYIililL1,LVC ® I AWN, CoLoMm BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW. COLUMN ' (4)-2X6 -/ ---- - c,>' 4•T ry NRCHMICAi.F.I.F.GIAICAI.FUGRSF.F.R 11 . ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 4'T 1 ! COLUMN 51MppNI I' - N-su:clN STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL ! (4)_2X6 {; = AvoN, co R r INFORMATION. EXTERIOR STUDS CAN BE SPACED 2'-0" FOR O I ! - -- -- -' WALLS SHORTER THAN 10'-0". STUD* SHALL BE SPACED 1'-4° I ; 12" LP1h$2 (4)-2X6 COLUMN h1 crvn f>ucr a I .T ry ALPINE' DIGW113WNG,INC FOR WALL SHORTER THAN 14'-0" AND TALLER THAN 10'-0". j I - ! AT 1 '-46 ' COLUMN j i I n, axnaAOG 12. ALL BEAM/BEAM AND BEAM/60LUMN 60NNECTIONS SHALL BE VA TI, WITH SIMP50N STEEL PLATE CONNECTORS UNLESS NOTED C5)-2X6 OTHERWISE. COLUMN I i PROJEC NUMBER- 6285 13. RE: ARCHITECTURAL 0RAWING5 FOR LOCATION AND SIZE OF I - - - --- - - L ROUGH OPENINGS IN WOOD STUD WALLS. s (4)-2X6 UP ---- 14 +� I. _ 54J ONL j I ISSUE REVISION DKI'E 14. RE% ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR t COLUMN IT"I _ _ -_ 1 't LPI/32 (5)-2X6 - FRAMING DETAILS. UP 10'_4- + WIOX22 <Id'-l3/4 > T I '-4" I'. COLUMN I 11 1TINAT. CONST. 01-03.05 ONLY -- (4)-2X6 QP1 AN REVIEW 15. ALL EXTERIOR HALLS SHALL HAVE CONTINUOV5 STUDS FROM TOP OF 1 BEARING L 1 I FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALL5). _ UP - -- -_ -_ - - COLUMN CORRECTIONS 04.07.05 I PLYWOOD i N 1 i-- J LY 10 -4" 16. OINDICATES SHEAR WALL PER SCHEDULE. 6b#,Y- _ _ -__ I 1�y' _- - --- -- - - _ 1;-.-- - - - I TOP OF I I - - -- --- - -- - - - - -- - - - - - T = f - - - — -- 1 I PLYWOOD Z I tl ONLY A& ADDENDUM5 05.16. ' I _,- - 1 'COLUMN - i LOP . .�:+. . � I : J _ �.' { I t . , ONLY � 1 _ (2)-Q I/2" L.V.L. - _-I-- - 1 - - -- t __- --_ONLY,- i IH rOC- -- -- -- - - _ i + _ A !2)-'I I/2 L.V.L. f i -- -- . kk 2X12 � 12" LPI/32 AT 2'—O" AT LPL/ —1 HIMP50N L55V ANGER Up i COLUMN 2X12 'ry (4)-2X6 ONLY 12" LPI/32 AT 2'-0" ONL T IICOLUMN AT 1'-4" (4)-2X6 J I j . `. EX'(EA IBOVE - COLUMN L 4 nI f CONTI jOu 4J ,' ' ONLY ONLY EXTE41OR nI I ONLY I . X ! WALL BOVE 1 - - - - - - 2 2 2X12 2X12 C ry I 2X12 (3)-12" L.V.L. I""I I A 2' 1' AT 2w-C 0 AT 2'-0 AT 2'-0" CONTINUOUS 2X12 N i II AT 2'-0" 'X ' C3)-9 LVI 2 2 I I� A 2'-0" I ; LOW - - -- - ----- ._ . . - _ ._ _.. . --- -- - - - - ' ROOF TUB J (3)-Q I12" L.V.L. BUILDING #7 LUMN Q O�✓ OS� LOW : � • Q UPFIiR IA?VIJ. ROOF i Q 0 J FRAMING P1..1\ UNIT 4 � • � N ' a n ' i ' ' • � •(Q�O 12'-II ° ' 13'-8" 131_81• 12'-11` IL `/1(�., I . � jU o �3UILDINC� #7 UFFEIR LEVEL Ff;P. A *IINrz LAN t.n 1/4" = 1 '-0" i � u © 2004 42140 ARCHITECTURE, INC. 1 2 3 4 5 , f I I - , INVERTED 51MP�Q� HV HANGER (TYP ) ! RE : 51 .12 FOR V SI--IEAR WALL SCHEDULE n - 1/a ' LVL F4�GIA z (3)-5 I/2" LVL GOLUol I I O 2X12 FULL-HEIGHT AT Ij df COLUMN 2 2 (3)-g I/2' L COLUMN ^ I A 11 I A7� 2_I " I I ULL-HEI II 1/4" LV 505-FASG (3)-12" LVL - -- � (3)-2X1 R TS 5XSX1/ 2X12 w - j 1••'1 O 11 I/4" LVL 1 I 1 1 GOLUNN AT 2'-0" > b SUB-FASCIA J 2X12 qA � ry i 1 )-2 ' (3)-q 112° LVL _J d1 ' I C(n" • R Z I ' TO BE PREFABRICATED IN6 O SIMPSON L5g0 AT 2 O' 1 1/4" STEEL SADDLE Z Q I ! W CLIP (TYPICAL) : ,r I_- _ - - - 1 V' LDED TO �.OLUMN i ? STUB i /� V TRUSS AT 2'-O° U.NO.Q (2)-I L J i U.1 E GOLU � 4 V D . 3 -- _ _ - -- -_-- _ -- _ -- - -- - - -- - --- - ---- - -- I 114 " STEEL SADDLE I Fj - PREFABRICATED 61R ER ♦v��' = _\ �t1 1-, p 2X12 R > LDED TO COLUMN - TRU55 AT EACH HIP AND ry I J W \ AT 1'-O` - ' W i j- - -. + --- - _il I BETWEEN HIPS AT 3' •n•I ROOF FRAMINCs NOTES: iJ T5 4X4XI/4 COLUMN LL 2x12 STUB - - R J4� U i -- FROM PEAK WITH I/2" X b" KNIFE 1 AT 2'-O" �OLUMN �V (0 0 - - 'R FZ - _ -- _ _ _ _.- _ . _ 312-LV1 - - D W 1. ROOF SHEATHING 5/B" (40/20 SPAN RATING). STAGGER PANEL END JOINTS - PLATE AT OUTRIGGER .� - . V 3`// Q = � n 3 - -...� Z � 2X12 W AND FASTEN WITH IOd NAILS AT 60 MAXIMUM ALL ED6E5 AND I '-O" MAXIMUM M i \, W V W 7 -- �- I V AT 2•-0" - 511AP50N HU Y, i OTHER SUPPORT5. (2)-II t/4 ' LVL A. ry �� ZZ�j � y HANGSR1 _ Z (�nj 2. RE: ARCHITECT FOR ROOF SLOPES AND BEARING PLATE HEI6HT5 < lry Z 2 6. 0 SIMPSON I- 1 ; - 1 X - - , n (1�)-2X6 z �. ppp -- a- CCff NOT NOTED. STUB - f Q � �.. . - BIRDER TRUSS OLUMN INVERTED SIMP50N \ GOLUI�N V % = Q 3. ALL HEADERS SHALL BE (3)-2X10 UNLESS OTHERWISE NOTED. ALL HU HALER (TYPJ _ 2X12 I" f t \ 7 I I O11 HEADERS SHALL BE BUILT OUT TO 5 1/20 OR 3 1/2" WIDTH BY ADDING - AT 2'- � J = PLYWOOD SHIMS AS REQUIRED. ' 3/4 X Ib I/2" 6L C3)-II 14" LVL I 4. ALL HEADERS LONGER THAN 6'-0" SHALL REQUIRE TWO TRIM i -- - - + °-'s' i! STUDS AND TWO KING STUDS EACH SIDE UNLE55 NOTED OTHERWISE. 12 1 _ -- _-- ' SIMPSON H 1HP50N Ait 2'-O' t5)-2 73 (5) 2Z(b HANGER -W N6ER i k� N 5. ALL JOIST HANGERS SHALL BE SIMP50N LUP, WP OR LSSU TYPE (4)-2X6 2X12 rT ara , _ . .ZXI2 AT -4 \ ITH GOL COLUMN �kc;�. ";" IMP�jONCOLUMN AT 2'-O" i s LSST) HANGER UNLESS OTHERWISE NOTED. Q Fo (4)-2 - - - - dr �. ;is 1 .1 AT BAGK'SP (TYP.) b. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM �, X12 GOL PREFABRIC T 5 _ ; .� _ �_SHALL USE SIMP50N PLATE CONNECTORS UNLESS NOTED It %9 \ 2'-O" ( AT 2'-O" PREFABRI 6 OTHERWISE ON DETAILS. LL C �� - AT 2'-O" --- - 7 - - LLI R+ 7. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM INVERTED 51MP50N C FA5 EN LVL'S WITH ' ' � B ' 1 ' owN>:a/DRVriArFa FLOOR TO ROOF (INCLUDIN6 RAKE HALLS). (3)-3 4"m THRU-BOLT5 HU HANGER (TYP.) -NB - b. ALL PREFABRICATED TRUSSES SHALL BE ALIGNED WITH WALL - I„U..IN I (3" AGING) j '7 r -fin` A. (- 1.73 `,l•• STUDS BELOW. IM 1I . Gus _ . VAIL RESORTS q. < > INDICATES TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT. LVL • SigI -- - -- - � -. ` ��' © DEVELOPMENT T T1LEVERE� - - - - - - , to. SEE SHEET 51 .01 FOR GENERAL NOTES. AT 2'-0" - a - - t - I AVON, OIARAllO - -- - --- --- $'RDER 5 I 4•II -- - - --- p,- )_2X10 N, C 11 . RE : ARCHITECT FOR CHIMNEY SIZES AND LOCATIONS NOT NOTED ON STRUCTURAL PLANS. - --- - - - -- - - - - -- _ ,� AR(.HIfF:CI' (N+ RHCARD 12. OVER FRAMING SHALL BE 2X6 MINIMUM AND SHALL BE POSTED -" I - - -- - ,� • _ j n_ DOWN TO MAIN TRU55E5 ON A &RID NOT TO EXCEED 4'-0' X 4'-0" (Ib FT2) I - - ' � I - - f. J % ! I - - r j . 13. ALL COLUMNS SHALL BE (3)-2X6 UNLESS OTHERWISE NOTED. i � � I ' � , , 1 N 2X6 UMN IOU PREFABRICATED ROOF TRUSS NOTES : I Q� u1O117 '� Denier, Coaauo 1. PREFABRICATED ROOF TRU55 LOA05: u - -.- -- - - - - ��- - - - - -- 11. MAS'IERPAR4l•A LIVE LOADS AT TOP CHORD= 5O*/FT2 _- _-- ---- _ , -_. _ _ _ P- Dlswanlwmul 1y�1 , t, Ii T PREFABRICATED DEAD LOADS AT TOP CHORD= 15x/FT -- - - " -- ': ' - - - - 1 , Ir ' DEAD LOADS AT BOTTOM CHORD= 15p/FT2 I - I , I - , � W1TH 2X12 OUTRI - R PREFABRICATED TRUSS ;- ---- - - -- - - I - - -- - AT 2'-O" HART HOWERTON NOTE: DEAD LOAD AT BOTTOM CHORD IS 5 P5F , I F . --- - s[- - � WHERE NO HEAVY TIMBER BEAMS ARE LOCATED AT CEILING WITH 2X12 OUTRIGGER - - ' - ' - - __ I NLW YOBK,�1L•W YORK WIND LOADS- SEE STRUCTURAL GENERAL NOTES. AT 2'-O" STRESS INCREASES OR LOAD REDUCTIONS ARE NOT PERMITTED. !- (CHECK SPECIAL ATTIC LIVE LOAD REGUIREMENTSJ ~ Q ; • ST9LlCM-RAT. FNGINMA Z V _ ,I. MONROL R NEW"LNGDJUAS,LNC 2. SHOP DRAWINGS SHALL BE SUPPLIED BY MANUFACTURER AND I 3 ' - - _• > _ nvon,cowR.wo REVIEWED BY CONTRACTOR, ARCHITECT, AND STRUCTURAL ,7 pO b �' 1 AIF.CHAMCAL 77 F.(CIAICAL F_VGIRF.gI ENGINEER. _.- _- - _ N LL fV .7 HU 3. THE TRV55 SUPPLIER SHALL BE RESPONSIBLE FOR THE FOLLOWING W `- - R •7 ! AVON,v .Fwvr.RADD ITEMS: 'n d -- ._-. OX I £, � N cnm.FNGTNIo-a -- . _._ AIYI\L• INGWLIRInG.WG. .. -- VAII, COTARADO A. EN5INEERIN5 OF ALL TRJSSE5 AND TRUSS TO TRUSS CONNECTIONS - _ `- i - PREFABRIG TED TRUSS AND SHOWIN6 OF ALL ON SHOP DRAWINGS. _ - 'WITH- 2X12- _ RIGGER - - - - -- B. DESIGN AND SUPPLY OF ALL TRU55 BEARING - I - .r -t CONNECTORS AND HOLD DOWNS. i j `TNe ' --j PROJR(TNtiMBF,R 6285 G. PLACING OF TRUSSES TO ACCOMMODATE MECHANICAL - = q I � ._ _ . EQUIPMENT WITHOUT CUTTING TRUSSES. 4. SIMPSON H2.5 CLIP ANOLE5 SHALL BE INSTALLED AT ALL INVERTED SIMPSON REVISION llA'I'E !Y ISSUE H1 HANGER EXTERIOR WALL TRUSS BEARING LOCATIONS UNLESS NOTED -- QI-T H -BREAK (2 12 L SIMPSON THA j I I 11 TTNALCONST. 01 .03.05 OTHERWISE ON ROOF DETAILS. 5. DETAIL ALL PREFABRICATED TRUSSES TO BE ALIGNED WITH WALL BIRDER TRU - ( � - (2)-2X AT 1'-4° RING WALL HANGER (U.N.O.) PLAN REVIEW STUDS BELOW. Q - ffi9 O�.11Z06 1/4" L RIGGER ADDENDUM 5 05. 16.05 b. TRUSS SUPPLIER TO CONFIRM ROOF AND CEILING SLOPES AND B• 1 - --- - - -- - -- - - -� - - - - - ---- - - CONFIGURATION WITH ARCHITECTURAL DRAWIN65 PRIOR TO - " _ - - -- - _ --- - - - -- - II I/4" LVL pUTRI R LL STUB BIRDER TRUSS FABRICATION. REI ARCHITECTURAL FOR TRU55 PROFILES. �' 0 COLUMN J " r 7. RE: SHEET 51 .07 FOR GENERAL NOTES. B - -- - --- - --- --N -- - - -- - ------ - --- - - I - --- - --. - - --- - - - 2X12 - - - - - - - - - --- - A. - - -- - - - X F _\ AA - PREFABRIG TED TRU55 AT 2O•N Q ' - 2Xi2 AT 2'-O"AT 2'-O" 'RE: 5/S4.-I2 FOR \ + ` t e 1 2X12 i - --- - - - -- - - - -TYPICAL RAKE ` ` AT I '-O" SIMPSON HU5 CORNER FRAMING - .� ° -- - - HANGER GLUE AND NAIL RE:IMNEY CAP ` 1/4" LVL SUB-FA5GIA • PREFABRIG TED TRUSS �� `i KT 2'- 130TTOM PLATES J I I [ AT 2'-O' _ -__- - - - WITH (2)-ROW5 , � '? Ibd NAILS i +N � GIRDER I Jail RE, 5/54.12 FOR TYPICAL RAKE (2)-II I/4" LVL WITH - � Q I 11 114° LVL 5U� SGIA CORNER FRAMING 2X4 AT 2'-O" INVERTED SIMPSON 1 ,'� I 11/4° OUTRIGGER I CHIMNEY WALL WITH HANGER EACH END - N i (3)_2X12 (2)-II 1/4" LVL ITH I 2 112" PLYWOOD SHEATHINGv INVERTED SIM N HU j RE; ARCH FOR J I I HANGER EACH ND I .l (2)-II 1/4° LVL WITH CHIMNEY BATTER Q > Ip 1 I 1 INVERTED SIMPSON Hl 2 -2X12- - - - - (� NN (3)- XI ( '. ; N HANGER EACH END 7( F (2)-2X12 WITH 'AT INVERTED SIMPSON U HANGER EACH END 1 2X12 ' .,. '' .� AT 2'-O° Ir" LVL 5UB-FASCIA UNDER CHIMNEY CHIMNEY 15 AT RIDGE INVERTED 511••I,PlON ' '7 11 /4f LVL SUB-I'ASCIA II 1/4" LV SUB- -AISCrA J -•- " •X04, B ILDINC #7 WALL AT 2'-O" - ....._ �__z-- - d ; AT SIMILAR HU HANGER _ _ .___. . . . _ - . - . _ _. _ \S :(40 R001+ 1'RAAIINGPLAN ' .7 ' FOR LOW ROOF UNIT 4 _. ___ z RE: SHEET 51.72 c = a If P 12'-I I " 1 13'-b" 13'-8" c REEPLLAARNIGA7ED TRU55 1 Z 3 4 5 i SECTION I a 3,4" = I '-0' 8UILI� INCB 7 fROOF PFRAtN IINC; FLAN �m va° = r-o" _ � a 2X6 EXTERIOR WALL STONE VENEER 1 1/2" STONE AND W1TH 1/2" PLYWOOD RE: ARCH GROUT OVER 1 112" SHEATHING VARIES L 4X4X318 WITH IOXIO NEWELL POST CONCRETE TOPPING 5/8" m X 6" EPDXY m 2004 42140 ARCHITECTURE, INC. RE: PLAN TOP OF LEDGE ELEVATION ANCHOR AT 2'-O" 2X6 EXTERIOR WALL (RE: ARCH FOR ROGATION) PPER ARCHITECT OV ER 2X6 PARTY WALL WITH = TOP OF WALL AT DOORS [XXX'-XX"] WITH SHEATHING PER NOTCH POST AT RIM SHEATHING PER SHEAR STONE VENEER SHEAR WALL SCHEDULE J015T AND FASTEN WITH 3/4" Tt6 SUB-FLOOR WALL SCHEDULE 2X6 EXTERIOR WALL RE: ARCH (2)-3/4° m X 8" 31/2 OVER 2X4 BEVELED REs UNIT MAIN 2X8 TREATED LEDGER WITH I/2" PLYWOOD (2)-2X8 TREATED LAG-SCREWS MIN. SLEEPERS ALIGNED WITH WITH 1/2'm SHEATHING STONE VENEER PLATES WITH 1/2"mX JOIST'S X b" EXPANSION PLAN LEVEL REs ARCH. 10" ANCHOR BOLTS (2)-2X12 RIM SLOPE PLYWOOD ANCHOR AT 2'-O' (4) 8d TOE -NAILS AT 1 '-O'• --- 11/2° CONCRETE I I/2" CONCRETE 1 1/2" CONCRETE AT EACH STUD L 4X4X318 WITH 314" 0 REs PLAN 2X12 BLOCKING - TOPPING TOPPING TOPPINFi 6" a (2)-NS CON THRU-BOLTS AT I '-6" EACH 51DE OF _ WOOD HEADER -- TO WOOD HEADER t TOP OF NEWELL P05T ry _ I RE: PLAN RE: PLAN FLOOR NRAMINS RE : PLAN 1/2" X 4" LAS SCREWS PLYWOOD WITH (8)-Ibci = " TOP OF TOP OF AT 2'-0" TO WOOD TRIM NAILS TO POST No _ Z � - PLYWOOD PLYWOOD - , . .. . . . .. .- . . lfl NZ > ry i REs ARCH. FOR • Y I/2" m X Be " LAG-BOLT [XX'-XX"] �$ I/4" T-PLATE WITH AND R PROTECTION AND PROTECTION W Q z ry _ (2)-3/4" m THRU-SOLT5 BOARD 6 " a 4" TOPPING j d AT 2'-O" ';F AND (2)-3/4" m X 6" - i SLAB WITH -: � N LAS BOLTS TO COLUMN l0 ; •5 AT I '-b" W.W.F. K 01 HORIZONTAL I/2" ISOLATIO JOINT WOOD TRIM FASTEN EACH JOIST •5 VERTICAL T I '-b" RE : ARCH (RE: ARCH) TO SILL PLATES WITH 11/4" RIM BOARD (6)-8d TOE NAILS EPDXY GROUT 6 INTO SLAB HEADER WITH 51MPSON A-35 •a FLOOR JOIST [XXX'-XX" - - a * �+ {+ 1 . '*- `/ L Ilk CLIP PER SHE FLOOR JOIST l^ DECK JOIST RE: PLAN (REs PLAN) WITH RE: FINI WALL SCHEDULE 6X6 COLUMN SIMP�-SON U RE PLAN PLAN a7 ,� - _ W (2)-05 CONTINUOUS v WITH 1/4" T-PLATE HANGERS - 4 SECTION 11 AND GB = O 3/4° = I'-0" COLUMN 5A5E WOOD BEAM (2)-Nb RIGID INSULATION > L4X4X3/8" WITH STONE VENEER \\- 1-1/4m RIM BOARD CONTINUOUS RE: ARCH. 3/WW EXPAN510N 2X4 GROSS BRACE (~� RE: ARCH. PER JOIST MANUFACTURER PRECAST FLAT SLAB ANCHOR AT 2'-O° WITH (3)-16d NAILS r /\ Q 2X4 AT 1'—O" CHIMNEY EACH END AT 8'-O' WITH HEAR W LL S CLIP RE. PLAN V J . I I . 2X4 AT I '-4" BATTERED PER SHEAR WALL SCHEDULE WALL WITH I/2" PLYWOOD VERTICALLY EACH PIER WALL WITH I/2" -' EMBED PLATE SHEATHING (RE: ARCH FOR - DIRECTION PLYWOOD SHEATHING BY PREGA5TER W RE: ARCH FOR FIRE- 3, O L 6X4X318 (LLV) BATTER) RATED WALL ASSEMBLY • L 4X4X3/BXO'-6" r.l v = 1^ WITH 3/4" m THRU-BOLTS RE, 5/54.21 FOR HEAVE RE: I/SLOI FOR 318" X 80 X O'-B" EMBED AT 1 '-4 " TO (2)-2X SOLID AT FIREPLACE OPENING LEDGER CONNECTION 2X4 TREATED I - Z PLATE WITH (2)-3/4"O V BLOCKING A ry PLATE WITH I/2'm � - - � ,0f SECTION 4 =- X 6" H.A.S. P00� U M 05 AT I'-6" RE, PLAN ANCHOR BOLT 4 1 1/2"-2 1/4" CONCRETE HORIZONTAL N TOP OF AT 2'-O" a . - [XXX'-XX"] 3/4" = 1 '—O" rTl Q TOPPING RE ARCH. PLYWOOD - - _4 - N ��r71 05 AT 10" • - 06 AT 1 '-4" t3 rrl VERTICAL - CONCRETE PIER - - - -< VERTICAL _ ,. SHADED AREAS DENOTE _ wj (RE: PLAN WITH (8)- - o - L6XbX3/8 (LLV) WITH - STRUCTURE CONSTRUCTED r^7 05 VERTICAL t (3) • 4 3/4" 4+ EXPANSION PARTY WALL (RE: 4/54.11) 06 AT 1 '-4" UNDER SEPARATE PERMIT FLOOR JOIST TIES AT 1 '-4° - ANCHOR AT 1 '-6" HORIZONTAL RE: PLAN - - MINIMUM b" FROM 2X4 AT I '-4" CHIMNEY Ir-1 (8)-05 X 12'-O" a • • EDGE OF PIER WALL WITH 1/2" 4 a a 2" CLEAR PLYWOOD SHEATHING `" W 6° TYPICAL ~ 2X4 BLOCKS EACH -- O 4 4 - • REs ARCH. FOR 05 X s AT 2'-0° a CHIMNEY BATTER O am SIDE OF JOISTS ry a RE. PLAN FOR - - " a ° a Ili 2X4 AT 1 '-0" BEARING WALL REINFORCE FOOTING RE: PLAN FOOTliVEs _ 0 STONE VENEER 6" T.O. GRAWLSPAGE REINFORCEMENT 1 RE: ARCH. r • ' WITH 05 AT I '$" EACH WAY - - - - 4 - - _ (XXX'—XX") 2X4 TREATED PLATE BAGKFILL - - (V II I, a WITH I12" m ANCHOR (XX'-XX") ' RE: PLAN ' LVL AT r IF BOLTS AT 4'-O° _ Q a j I,. FIREPLACE OPENING t _ Iu L6X4X318 (LLV) WITH AT 1 '-4" TO LVL BEAM ° 4 3/4"0 THRU-BOLTS ((�2XIO E TREATED)) fir. SE C T I ON RE: PLAN WITH 3/4°m X 8" OWNER/T)FVFI.OPFR I a . • a m WOOD MANTLE EXPANSION ANCHORS r .4 IF TOP OF PLYWOOD 3/4" = 1'-O° RE, ARCH. AT 1'-6" O PLYWOOD SHEAT'HIN6 + .' • I/2" ISOLATION V - (4)-05 CONTINUOUS PER SHEAR WALL 1/4° X b" STEEL PLATE y„. - JOINT VAIL RESORTS SCHEDULE WHERE NO WALL ABOVE WITH I/2"m X 80 LAS-BOLTS 1 /2" CONCRETE INDICATED ON PLAN AT SIMILAR TO MANTLE AT I '-b° T INEa 4" SLAB ON GRADE DEVELOPMENT S C T I ON 1 2X6 INTERIOR BEARING VENEER SUPPORT ANGLE) _ • �RE,"PLAN COMPANY 3/4" = 1'-0" J RE' PLAN BLOCK JOIST SPACE WALL ABOVE d4 _ `- U SOLID AT COLUMN OVERFRAME HEARTH WITH , AVON, COLORADO RE: PLAN 111 LOCATIONS 2X8. BLOCK SOLID AT +r = RE: PLAN 1 I/2" CONCRETE TOPPING E C T I ON 9 t 14 3/ V4° CONCRETE TOPPING - - ON 3/4" Tt6 PLYWOOD POST LOCATIONS - - 0 ARCHrRCcroPRFC.ORn SUBFLOOR (REs ARCH) 16 FLOOR FRAMING J 3/4" = 1'-0' - RE, Ax WITH - - SLAB SLOPES - .: ... .. . . .. . 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PLAN ,4 -; • ° C.AI.000wR.wo I I 1 - 41RCHAAIf.AI.F7.F.("IAI(N.F-VGA�F.FR 1 I I WITH I/2�"m ANCHOR STON ER a � � (4)-05 CONTINUOUS STEEL BEAM IN FLOOR I. aeu:clnwls,L�c 5/16" X 6" X 1'-0" BOLT PER RE: ARCH t <, - - I AYOA, COu. ,L%j 3/4" = 1'-0" I I I I SINGLE SHEAR PLATE SHEAR WALL SCHEDULE WHERE OCCURS I I I I WITH (4)-3/4" m THRU- RE, PLAN RE: PLAN cwff.FNcP«n ' I BOLTS L1TH 5/ 8" LV) AIP,SL' LNG1NLUU.NrjN6. I I T.S. IOX4XI/2 WITH I I WITH 3/4"m B B I 3/4" m X 2" I I 2X4 AT 1 D THREADED STUDS THRU BOLT vAn, co,nanno STEEL BEAM --� i AT A" i i I/4 _ - °_ • AT 8° fV RE: ARCH BATTERED SECTION 1 (RE: PLAN) WITH 2X CHIMNEY WALL RIPPED PLATE a 1/2 " m I I I I PLATE I5 ON \ SHEATHINSLYWOOD J O ? 1 3/4° = 1 .0 PRO E(.T NL'II 6285 THRU-BOLTS AT 4'-O'• _ I I I I - CONTINUOUS Q OPPOSITE SIDE =III - I 1 AT UNIT 4 �1GI CONTINUOUS ISSUE REVISION DAlE REs PLAN (3)-2X8 11 FINALCONST. 01 .03.05 I I I 1 _ BLOCKING CONCRETE 3/16" I I I I I I/2° CONCRETE s y EXTERIOR WALL TOPPING I I . SECTION TOPPING PLAN Rl:."Il O CORRECTIONS O4.07A5 LVL BEAM, RE: PLANT - WITH SHEATHING FLOOR 3/16' I I I I j <XX'-XX"> I I I I 3/4" = I '-O° 3/4" SUB-FLOOR - i PER SHEAR WALL 5HEATHIN& ADDENDUM 5 05.16.05 B" i i i (XXX'-X '] LVL BEAM SCHEDULE _ — 1/2° X 8" BENT I 1 I 2X8 TREATED LEDGER 05 AT I '-6" RE: PLAN I I/2" 1 112" PLATE WITH (2) ' I I WITH 1/2"m X 6" 5" I I I I HORIZONTAL 1/2" m X 6" LAG I I I I EXPANSION ANCHOR SECTION A — A NOTES SCREWS TO LVL I - - - - - - - - - - - - -- - - - - - - I I AT 2._0.. 'ir I I I I p OVER RIM JOIST HINS I� I I I I 11/2" CONCRETE TO 5 CONTINUOUS � � r T I ON 5 AND I __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I TOP AND BOTTOM `./ MINIMUM I '-O" TOP � R i i i TOPPING 1/2" 15MATION JOINT SHEAROWALLSAT i� - - - - I H END 1 I FLOOR FRAMING 3/4° = I'-O" I I I RE: PLAN PAVER RE: LANDSCAPE IN VEArC AC H END i i - - - - . : ,- - • • - 4" SLAB FOR PAVERS 1 1/4" RIM BOARD I-JOIST RE, PLAN I 1 (U.N.0) SI P50N A-35 CLIP I I I I 05 AT I '-b" EPDXY •�R= —s —� ■ - - a —a —R RIM BOARD TO PLATES SECTION B - B I I GROUT b' INTO SLAB a SLOPED TOPPING Zz //�► PER SHEAR WALL b„ a ' I SLAB WITH W.W.F. OWC Q J SECTION 2 SCHEDULE E C T I ON 14. I I EMBED PLATE VARIES DRAIN BOARD qC 0 3/4' = I'-O° I I I I BY PREGA5TER z I. RE: ARCH. t1) I 3/4" = I'-O I 1 J X37IQIf Y ` ` T.5. 14X4XI/2 i �' {� W V EXTERIOR WALL [XXX'-XX" - • - I WITH SHEATHING CONCRETE RE: TUNNEL 4 _ _ PER SHEAR WALL PLAN - 5 - t _ jp"i. - - SCHEDULE TOPPING �} FLOOR 5HEATHINGe I/4 i (2)-I " m X 2'-0" t t y ` ' "4 ? . a •� ;�' _. RE: PLAN 1 1/4" RIM BOARD 1 THREADED RODS WITH 4X4X318" f. t I - - Q'a •OO 0 o n I I Z -,- B BEARIII PREGAS ER _-� T4 _ i OVER RIM PJOIST MINIMUM d tS�•��'O I I NIT AT EMBEDDED 4� I I END I I r a� k, ,v. h 11-0"A �HTOP AINARBOTTOM Q : . , f �„ L4X4X3/8 X O'-8" WATERPROOFING AND -i, r - dl I I I I `- �-_ (� B DIT'TAT S� A i I [XX'-XX"] A i i A - "� '�{ - ' - ` a RIGID INSULATION RE: ARCH. u; Z 4. MIN. 3/4" I/4 O o 11/2' I I/2" I SHIM 6 NON- 1 I 3/8" X 6" X O'-b" - _ �= 51MP50N A-35 CLIP S 1 SHRINK eIROUT I I - EMBED PLATE WITH �- '* y ,. y INVERTED PRECAST RIM BOARD TO PLATES • P~ TEE BEAM 3/4" X 5 112" X 1'-8" o (2)-3/4"m X b" RE, SHEAR WALL SCHEDULE i BASE PLATE - t RE. TUNNEL PLAN a DA.S. ryr FOR SPAGINEa I-JOIST 54 . T AT 4'-O" , f RE, PLAN 4 • - - • _a - I I-JOIST BROGAN AT SECTION A - A a a # TO FIT BAR A HEADER EOUIRED SHADED AREAS DENOTE 2'-O ,�, 9/4•.r-o• ; ' ' - UNDER SEPARATE PERMIDT FRAME ELEVATION SECTION 3 CAST IN PLACE WALL _ EMENT PE 3/53.0 WITH REINFORC ° = SECTION 8 = aa g + FASTEN OUTRIGGER BACK5PAN TO TOP CHORD WITH 6LUE AND (2)-ROWS 16d NAILS AT 1 '-0" ® 2004 4240 ARCHITECTURE, INC. 2X12 OUTRIGGER AT = 12 EACH TRU95 WITH 5/8" ROOF LVL RIDGE E)EAM BACKISPAN 2X CANTILEVER EQUAL TO LENGTH 12 ,D SHEATHING RE, PLAN 5/8" ROOF SHEATHING BEVELED BEARING PLATE K 2X12 BLOCKING ARCH ; - SIMPSON LSSU HANGER WITH SIMPSON A-35 CLIP TO WALL PLATES - 3/8" STEEL PLATE '° 'b PER SHEAR WALL _ 12 12 SCHEDULE 2"m SCHEDULE 40 I � '-1 ROOF JOIST s RE, PLAN RE: ARCH. - ry PIPE RE: ARCH. - ii ; PROVIDE (2)-2X12 OR 11 1/4" LVL AT EACH - BRACKET , r 5/8' PLYWOOD SHEATHING W (8)-3/4"4P THRU-BOLTS w ROOF J015T (RE, PLAhU SIMPSON H25 AT EACH TRUSS W� WITH SIMPSON LSSU HANGERS PROVIDE BEVELED BLOCK 2X BLOCKING WOO BEAM UNDER EACH pUTR166ER D Z O (4)-bd TOE-NAIL AT RE, PLAN RE: ARCH FOR ALL w 04 SNOW FENCE VERTICAL EACH J015T AND RE: ARCH FOR ALL " SUIPPORTS AT 2'-O" BLOCK PRE-FABRICATED TRUSS TRU55 PROFILES CEILING SLOPES 4 MAX. 2X12 SUB-FASG IA TIMBER BEAM /(011 41 3'I 1 UNLESS NOTED (RE: PLAN) RE: ARCH. 2X6 EXTERIOR WALL n OTHERW15E ON �^ /'-3" PLAN WITH (4)-16d SECTION �I• H WITH SHEATHING PER END NAIL AT EACH SHEAR WALL SCHEDULE rT , RE: 1/51 .23 FOR ROOF JOIST, w 3/4" = 1'-0' 2X-I d END-NAILS WITH � I 1ST CHIMNEY FRAMING (4)-Ibd END-NAILS � � ^ T I O I `l 1 r O N.N.U. ON PLAN) /C SECTION 10 SECTION 11 3/4" = 1 '-0' x A u 3/4' = 1 '-0' w , 112" X 6" KNIFE PLATE (2) 2X12 BLOCKING AT WITH (3)-3/411rD THRU-BOLTS (2) JOIST BAYS IN-LINE 2X6 EXTERIOR hW*1 TO WOOD OUTRIGGER WITH T.5. COLUMN. FASTEN WALL BELOW (COUNTERSINK AND PLUG) SHEATHING TO BLOCKING WITH 8d NAILS AT 3" 2X6 BLOCKING V ROOF FRAMING IN WALL OVERFRAME L.V.L. OUTRIGGER 2X12 SUB-FASCIA WITH (4)-Ibd z RE: PLAN NO OVER-FRAME RE, PLAN END NAILS AT EACH RAKE JOIST THIS SIDE AT SIMILAR FASTEN ROOF SHEATHING - J N.N.O. ON PLAN) EQUAL EQUAL W a TO BLOCKING WITH 8d w NAILS AT 6". TYPICAL W RAKE JOIST, RE: PLAN O 0 SIMPSON HANGER 12 12 R1. Z ` �-'R'N W AL16N JOIST E RE. � WITH EXTERIOR RE: WALL ARCH ARCH _ s3 _.: - - -- - - - - - - -- - - - - - - 1 SIMP50N A-35 CLIP ` ' i EACH SIDE ;D I • • • I I ^ C T.5. COLUMN (RE : PLAN) ' F a mo.'s - - - - - - - - - - - - - - - - - I - - - RAKE WALL 5 I/2" WITH I/2' X 5' X O'-10" - _ , ' - U HANGER GAP PLATE AND (2) 3/4"0 _^> r �z _- "F i - t �(� U HANGER AT FASTEN t s A S EACH RAKE JOIST TOP CHORD owNFx�DFVFrnPFR 1 T'HRU-BOLTS TO TOP PLATES s f ` -_ - f SLOPE TT i7 RESORTS WOOD OUTRIGGER j 4' 3 � r f _ 2X12 BLOCKING ROWS Ibd vL •.SOl� 1 `7 RE: ARCH. NAILS AT 8' RE, ARCH 1 �> X RE: (/54.22 WITH SIMPSON A-35 1 4" x < _, :' §x - ; f, �, '� p Q FOR TYPICAL CLIP PER SHEAR DEVELOPMENT �'- ' _ *' - a-� :.0 = F SUB-FASCIA WALL SCHEDULE A RE: ARCH L t - � �` s - SIMPSON CONNECTION COMPANY LS-90 CLIP INVERTED FULL-HEIGHT RAKE WALL ' m WITH SHEATHING PER SHEAR AVON, COLORADO HA R S E G T I ON 11 PLAN WAIL SCHEDULE AacnnE.:roPREUIRD 1 3/4" L.V.L. SM-FASCIA REQUIRED RE: PLAN ■ ,J \!\ - fir• D• r, Cobrado 2X6 EILOGKIN6 BETWEEN EACH TRUSS. FASTEN TRU55 �� 12 WITH 2)ROWS Ibd NAILS 1'-p" NAS'ILRPLiNNER 2X12 LEDGER WITH e M=6b FT-KIPS (4)-Ibd NAILS AT 1 '-0" TO SIMPSON THA29 SECTION 5 SECTION 2 RE: LET-IN LEDGER. HANGER AT EACH TRUSS 3/4" = 1'-0' OuICARaIn'ur P�\A) ARCH } WITH 16d COMMON NAILS 3ia" HART HOWI'4RTON NEW YORK, NEW YORK 2X12 LEDGER .Q LET-IN TO BEARING (2)-2X6 BEARING WALLS WALL WITH (4)-Ibd NAILS WITH SHEATHING PER MONRSIMU 'RAT. WEIL�EN( LYP RS,iVC - AT EACH STUD SHEAR WALL SCHEDULE 5/8" ROOF SHEATHING Avon, COLhNG CONTINUOUS TO UPPER ROOF DECK MECHANICAL FIRXCMICAI.FNGFmFFA NOTE= AT GIRDER T'RU55 2X12 BLOCKING PER MEENCINEI•AS,i*IC _ J RE HANGERS, FASTEN OUTTER 5HEARWALL SCHEDULE \I -- ARCH LEDGER TO LET-IN LEDGER 12 QVII.F.Ncvr4 .R WITH (4)-ROW5 Ibd NAILS RE: ARCH. FOR = AIPI\L' LNOWla2L%G.1NC. Q 12 AT 4'• FOR 1'-O" EACH SIDE ADDITIONAL GYPSUM `' ROOF JOIST VAII, COIARAOO W OF HANGER SOUND CONTROL AND SHEATHHN6 pQ� RE: PLAN I/2' PLYWOOD E T I ON REQUIREMENTS SHEATHING EXTERIOR ARCH PROJF.CTNLMBF.RC 6285 FOR EXTERIOR GYP. W OVERFRAME REQUIREMENTS) ,- 3/4" BEVELED BEARING LVL SUB-FASCIA PREFABRICATED TRU55 _ PLATE ISSUE REVISION DXI*E RE: PLAN 5/8" ROOF SHEATHING p >_. 11 TWAT. CONST. 01 .03.05 INVERTED HANGER BEVELED BLOCK a r PLAN REVIEW W RE, PLAN UNDER EACH LVL Y CORRECTIONS 0-.07.05 LVL OUTRIGGER GLUE 2X12 BLOGKINIS AND NAIL TO TOP CHORD OFD., AT FLUSH HEADER _ PREFABRICATED TRU55 - - TRU55 WITH (3) ROWS OF Ibd - " � � - BEYOND, HANG TRUSSES _ , ® ADllLNllL'M 051605 NAILS AT 1'-0" 2X6 EXTERIOR WALL 12 WITH SIMPSON THA RE, ARCH HANGERS AND ROOF WOOD OUTRIGGER WITH SHEATHING .rf 6 JOISTS WITH SIMPSON - r ' - CANTILEVERED OVER 'r u - L55U HANGERS z _ - EXTERIOR WALL (RE. PLAN) 2X12 BLOCKING FASTEN FLOOR SHEATHINGS ` - "• ' .1 _ TO LVL BEAM WITH GLUE AND SECTION 12 - 4 - - _ LAGS (2) ROWS IOd NAILS AT 3" ` £ � RE PLAN T AT 2 -O p c > Y: 3 ROOF ,.1015 I/2"m X 8•, M f WHERE TRUSSES ATTACH TRU55(�REIGPLEAW 2X6 PARTY WAL TO WOOD BEAM, USE _ IF WALL STUDS CAN SIMPSON THA HANOER5 2X6 SHEAR WALL WITH _ - NOT BE FULL HEIGHT WITH SHEATHING - SHEATHING PER SHEAR - DUE TO LENGTH, WALL RE: BVS4.72 FOR PER SHEAR WALL WALL SCHEDULE. RUN - MAY BE SPLICED AT SHEATHING TO TOP OF LVL LEDGER LOCATION SCHEDULE 2X6 BEARING WALL _ x " __ CEILING LEVEL. �, �/ T I ON " PROVIDE 2X4 FLAT I I/2" CONCRETE TOPPING _ BLOCKING AT 2'-O' (2)-2X6 WALLS WITH "`" _ GYPSUM SF�ATHING 3/4• = 1•-O• Y }� ROOF cE015 RE: PLAN AT PLATE LEVEL . PRE SHEAR WALL (2) 51MP50N MST-12 SCHEDULE STRAPS EACH END OF RE: PLAN -- - - - _ �66wo"ELED PLATE SHEAR WALL ABOVE. '� UNDER ROOF J015T (WRAP AROUND LVL BEAM) TOP CHORD 2X4 BEARING WALL SECTION K/ FASTEN FLOOR BEARING SHEATHING TO LVL TRUSS AS REQUIRE GEILII� _ DRAG STRUT WITH GLUE AS REQUIRED 3/4 = I '-O" AND IOd NAILS AT 3" RE: ARCH. FOR CEILING HEIGHT AND SLOPE ��OE '•+ OO �O .� '•. b� BCILDING #7 i)FTAUS � � O CIA 2X4 FLAT BLOCKING z ; a o' AT SHEATHING a PANEL EDGES FLOOR J015T (RE, PLAN) WITH 51MP50N ITT HANGER 5 E C T I ON 9 540 � 2 �: 51MP50N A-35 I i CLIP AT 6" 3/4" = 1'-0' i I I� -- PROVIDE (2) 51MP5pN MST-72 STEEL BEAM (RE, PLAN) 0 2X6 SHEAR WALL i I STRAPS AT ENDS OF LVL BEAM n PER SCHEDULE M I TO COLUMNS BELOW (BEYOND) WITH 2X RIPPED PLATE AND o I/2"m THRU-BOLTS AT 4'-O" i STAGGERED wig uI SECTION 14 SECT ION 13 -0" 3/4" = I '-O" mmo 1 1 © 2004 42140 ARCHITECTURE, INC. 1 1 2 A373 3 A372 4 A371 5 �C ©F CO(O9 14'-Z" 9._0„ �'L 41-7y4' E. 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ACCESS VAIL RESORTS w — TILE OPP. 1 ® ' 1 B003A ' CP — i RE: MECH ��, 2 I A812 1 R 1 STORAGE - I DEVELOPMENT CPT 1 - 1 B0° COMPANY ® 1 1 0 ' 1 1 A812 TIL BATH 2 AVON, COLORADO o N o N 1 1 — _ 1 RoR� all [F., _ 1 1 1 CPT � 1 1 1 O SEE EAST UNIT FOR Or M N1 ; — 1 N1 0 N DIMENSIONS NOT SHOWN O : M STN N M1 1 D 1 iA"a"EC7M WD - R - I; - ' STN L< N 1 DSFW, Colorado BEDROOM 1 EDGE OF ♦ P 19 BOQ1B W_/D M 1 M1 DR9cxnitcxrrnsr f N O FLOOR — — WD 1 �N ST" z z"- " i - - BEDROOM 1 I HART HOWERTON U Q7 - BO01B UP t9R � � NRwroRKNRwvOax N a T.O. PLYWD SUBFLR ♦ STN EDGEER F B&D A511 I MONROE NEWS LENCid�IS,RVC 1 3'- 7 3'- 10 - - BOOIA T.O. PLYWD SUBFLR 01 ° U 0 AVON,COIDRADO 2YZ" - yZ Y2 N o o M1 I EL= - 12'-0•, c� PT STN n I 8001A , imRCxAancA�.��u �. RNGDJEF$R AAVONGINFERfi,R.PC a i AVON, COIDRADO i I - N uo B&D/A511 CaVD.�IM CPT LOWER MECHANICAL I' M1 AIPINBRNGINEW1NG,]NG RE: ACCESS 8008 �— M ENTRY ® I F STN C VAD, COLORADO N _ J eom T.O. LYWD SUBFLR LOWER B009B !; t 12 M1 MECHANICAL ENTRY CPT _ N r 1 ® RRpI r M _-I 80086 PROJECT NUMBER 20900.00 L EQUIP. ACCESS A375 IL E STN `- -^COWL I T.O. PLYWD UBFLR L _ RE: MECH BATH 1 o I I ACCESS I EL.= - 12' -o STN TILE B ISSUE REVISION DATE aL - - - - r B 1 FACE OF CONC - ACCESS I �� 1 ? 1 11 FINAL CONST. 01.03.05 N N N1 N T088 TOB ® ! A375 1s ADDENDUM 5 05.16.05 I 1 FACE OF CONC FACE OF CONC a a I A. 1 B — 7N - 11 TOBB N N 1 N N C FACE OF CONC A511 — TOBC L J I A901 looll' I A511 T.O. CONCR E TOBC EL. = RE: 1 /AO01 A901 I I PLAN NOTES, 1 . RR R R INT p OW XT WTEAG R ELEVATIONS — p S E Tp C LINE OF 2. $,pUAEpNTOACENTERLINEEF BUILDING �i22lrvryV C 22 yyyy F ABV. I 3. GRAPH D fX4I WALL PI(H N AR L LINE OF �� RR p pLLLL BUILDING DING 1 F -1 1 4. FI TURES APP�IANCESWAND FFINISHES. L — L — V A372 J I A371 5. TYPES TO SHEET A611 FOR WALL 1 6. R HT UL SHEET A711 FOR DOOR SCHEDULE. s 67� •• a -5 " 2'-5 �2 BUILDING 7 c 4,-7y2" 2,-9y2„ 5, 6" O" 2 Y2" 5'-4Y2" vi 13'-8 13'-8" '- 11 "2 0 12 BASEMENT PLAN UNIT BI UNIT B 4 5 1 2 a 53'-2" i v 5'-3y2. 2.-5y2.. 4'-Sy2" 2 0" 5'-6" 2 -9y2" 4'-7y" 6 A171 E N GARAGE LEVEL PLAN 1 N 14'-2" 9'-0" ------ ----- ----- ------- © 2004 42140 ARCHITECTURE, INC. 1 1 3 1 4 1 5 , � pf co//? A373 N , A372 A371 a TERRAC E- RANDAL RONDO PATTERN SANDSTONE 0 OVER 1 SLOPED LIGHTWEIGHT I JOHNS 'U N , �. _ _ _ _ _ _ _ _ _ _ CONCR SLAB % ^oL1 I tV PIER 8'-7Y2" 4'-4y" 13'- 10Yq" 1 DECK 1 1 w OPP. 3 1 3/a" 1 3"71 - I V 1 r A522 4.-2. 4, 5Y2.. a'-2Y2" 5'- 1oYq° I -9Y2" I DECK I (~If 8107 I t '- 11Y I 1 3 OPP. 0 K I I 4•-4Y4•• 4•-5Y2- a. 2.. I, , I A1522 ETA a K H m r ^ Q o i I GAS FOR I �vTJ� _ GRILL m fir _ _ _ _ _ _ _ — _ _ � 1 rB�l w it 2 D. 3 — — 553 - 1 1}2" ` I GAS FOR I I a o - � � - - - �. % _ I GRILL I a V %r B108A �- - r r _ _ _ � , _ D !�1 A535 I A905 1 I R _ �, �, ,L — 8108A I (,T,� i � SIM LIVING ROOM 1 I I _-1 k� 1 A905 V etas I I I A535 z DINING ROOM I T.O. PLYWD SUBFLR I I I I I SIM w 0 Btae EL.= 0'-0" 1 I I I LIVING ROOM �1 04 A374 I I I I I 8108 O I DINING ROOM a 0 ' L I I I T.O. PL$—o SUBFLR Btos O I I I I I EL. = 0'-0" I I I t m M I L A374 tO 2 11)/2" - - 2'-BY2 3'-33/4" 4'-OY4' 2 - t0Y2" 4'-9Y4° 5'- 11Y4° I L M R I M1 � A812 I SEE EAST UNIT FOR El OwNEWDEVeOt�tt j IV DIMENSIONS NOT SHOWN — - I — — — — — — — — — VAIL, RESORTS fK r- o 1 I i I DEVELOPMENT COMPANY K AVON, COLORADO WD ARCLIPIECT OF RECORD 0 N RE: ID DWGS FOR 1 I KITCHEN EQUIP. STN I I I 1 —s" I & FINISHES, TYP. I 1 I I I - STN RE: ID DWGS FOR �j ,WD I KITCHEN EQUIP. i+I [01 & FINISHES, TYP. pww, Cokwado KITCHEN A812 I STN UP W0 yyp I MASTER PLANNER. 8108 I I 1 I 101 DESIGN ARCHITECT N � N UP 1 O - - - - - - HART HOWERTON N STN I WD TN I KITCHEN O M _ _ _ _ 8109 NEW YOM NEW YORK I ND A51 1 4'-5.. DN 1 I ?N S17NCIl1RAI.Lad( EJfpA REF STN ' ( MONROE& NEWEILENGINEERSONC ' K J PANTRY T.O. PLYWD SUBFLR N1 M1 ; AVON, COLORADO EL.= 0'-0" r _ _ _ _ _ _ _ — _ r D�A51 1 CABIN M MECHA N NICAL ELECTRICAL ENGINEER M-H ENGINEERS,INC REF AVON, COLORADO i ;a N1 PANTRY ° N 0 IN M N AIPR9E LE), 1a3pIDIG'INc M a�DN a 'I VAD. COIORADO SK M POWDER BREAKFAST ROOM I O MAIN ENTRY MAIN ENTRY - B105 ` N atW 8105A T.O. PLYWD SUBFLR M PROJECT NUMBER 20900.00 atto EL.= 0'-0" DES ,N POWDER 1 i WD STN 1 1 R etas B105A BREAKFAST ROOM ISSUE REVISION DATE j o A375 M M < A901 I ano - - - - - M 12 STN W D 11 FINAL CONST. 01.03.05 t o tB ADDENDUM 5 05.16.05 ' *30 _ _ — _ _ _ _ _ _ _ _ ..�. A901 M A375 i i B10 1 - P N I 2'_5Ya" I`7 B I — B10 .r _ _ _ _ Bt 3B }30%1FF , to — -- / B104A P 1 II - N i U104 81046 6103A I A I 1 --- RECESSED ELECT B104A .n 3'-7" w PANELS RE 18104B D eta i K Q Ml BENCHI IREECN�EDRE LEC \ ❑ I I _. , I ELEC. dRWGS me ENTRY PORCH I SKI CLOSET 1 I I I Btot B102A �� 1 I BENCH M1 Q1 J K I I — ' ! — PLAN NOTES: 1 . R�FER TO EXTRIOR ELEVATIONS _ 1l.. I SKI CL ET F R IN GS. I I - KIT �N Btoz ENTRY PORCH I 2. p! jN pp1 NS AREE Tpp FA E OF 1 WI I BtOt ( I NDICAT TO CENTERLINNC AS g L 4 A373 I I I I� K1 - - I I 3. RAPHIJ�ALLY4INDAI�ATEDD(U N OI Y. A521 oil --- -- - --- z 1 1 ER N E p p p LL OPP. I , 1 _ _i_. A372 I A371 4. URES APTPLRIANCESWAND FFINIA S. o - - -- ---- -- - - 1 - ---- -------- -- - --- — I 1 4 5. REFER TO SHEET A611 FOR WALL TYEEPES pp - A521 6. REF, LE. SHEET A711 FOR DOOR TYP. ® K2 , — - -- - — - - - - — PIERS _ BUILDING 7 J1 - - - - - - - - - - J MAIN PLAN 12'- 11 " 13'-8" K2 13 12'- 11 " z TYP. PIERS r 1 2 UNIT B 3 UNIT B 4 5 53'-2" 6 F 1 MAIN-0 LEVEL PLAN AIPOI.dwg V I�'71 A172 s a: 53'-2" © 2004 4240 AR HITECTURE, INC. 1 t t h�p�E Of Cpl09 1 2 0373 3 0372 4 5 O 12'- 11 " 13'-8" 13'-8" 12'- 11 ° 0371 E. RANDAL JOHNS 8' - 7yZ" 4' -3y2 " 1y2 " 4, _3y2„ 8 7Y2„ 2u SEE MAIN LEVEL PLAN FO WINDOW DIMENSIONS NOT rlWN ON SOUTH WALL THIS LEV — - - - - ___ I _ _ SEE M IN LEVEL PLAN FOR - - WINDO DIMENSIONS NOT SHOWN- Fs_ -_ ON SO TH WALL THIS LEVEL --- - -- -- DECK BEL W �/ — i "— DECK BELOW F--i F-i > 4 q,-z. Lt'-5y" ROOF OVERHANG ABOVE A O / I -J - - � E'" cu _ // I V FIREP,N I B2046 I (RE: 8905) I( I 62048 K W FIREPLACE r ww — (RE: A905) OPEN TO LIVING ROOM O / R t BELOW OPEN TO 0374 I — — — — — I 1 -- -- O LIVING ROOM BELOW L I M1 I I - I Ji% I I \ I I t / r \ 74 20-2Y2 " 1 '-8}z° -- I M1 / / \ \ L L - -------- ----- — / \ ?` 0672 I I �d 3 I \ / / OWNER/OEVELOPER S- Mt I 0612 K / VAIL RESORTS DEVELOPMENT l,'-6 o f 1 - - - 1 I I ' ' I M 1 N t K — _ _ COMPANY N O 62056 I I 1 1 I I C AVON, COLORADO _� _ - N 1 i -� T 1 1 1 0 I Aaclmsc roPREmRD o N B204A rn 1 1 1 I iv I o'�ry TIL 1 CP 62058 I I I , ! 1 3'- 1 4 1 i I B2 O SEE EAST UNIT FOR o J 62050 Nt I 1 1 TILE I DIMENSIONS NOT SHOWN I ARaurECnRtE 1 1 1 0 0R r, Cawmo swim 1 Nt B205A I LaASLeaPLaNNRR ww im win p 1 1 I DESIGN ARCHrf= °° I ' DN HART HOWERTON ?� C T NawroRLCNRWrouu I I L N 16" BENCH M DN Zoo � ( � MONROE NEw�I EN ,Rac 3•-0^ N I AVON.COLORADO N1 L i I MECHANLCALffiECCRLCALENCYI[N W LINEN Mt TIE 16" BENCH N I N AVON.COLORADOO N B203A N1 p N Q1 0 N I B203A TIL Mt LINEN I �P VAlL.Con ' I B206A N T N Q t N 62060 I PROJECT NUMBER 20900.00 I I _ � I 82020 C T t z'— it q" _3 z'- 103/4" I 82020 t W/D I ISSUE REVISION DATE All "� 0375 I M I N �N R C TI E M 117-�ICC 11 FINAL CONST. 01.03.05 I 9CCES M I 1 16 ADDENDUM 5 05.16.05 ' I 0375 I I I I i.I H WIN M T.O. PLYWD SUBFIR M N I EL= 10'-4" goggi BAY L M 7 I L BELOW OF B203B T.O. PL D 5 BFLR 00 I R EL.= 10' 4" 62036 I 1 '-0" — — — — DASHED INE ROOF ABOVE cl I I PLAN NOTES: p 1 FORE WINDOW TAFji�R ELEVATIONS OIL I N �� CCOPPEER I I I a 1 - I , - 2 . RIM NSIRNj ARE Tp FACE pF QIVERTER I - 6. 12 f J I I I I ! I ! I I I STU pR TO CENTERLINE AS OX - - _ _ _ 1_1-- � 4 _I_I_, �_L_ �- J1_l_l _ L uL J— - 1 1 INDI APED. 7 1 3. 2X AN 2X4 WA L IDTHS A0. GRAPH ALLY IND yy IN IL I I 4. REFER TO INTERIpR pWGS. FOR ALL --j - -- __-� - ! , I I I - I FIXTURES, APPLIANCES AND FINISHES. ' f �` �--I I ENTRY ROOF I 5. REFER TO SHEET A61 1 FOR WALL to -8yZ 107/2 i I 13 -8tj —8 ' BELOW TYPEES p BUILDING 7 I� 0373 IQ 6. SCHEDULE. SHEET 071 1 FOR DOOR UPPER LEVEL PLAN to 5'-6" 2'- 11 ° 5'-5" 3'- ity" 3'- 17�° rC 5'-5" 2'- 11 " 5'-6° or All a 8'-5" 1 9Y2 2,—W2^ 9'-4Y2" UNIT B 4, 2" q, 5" UNIT B 9'_4Y2^ 2 -�" , -9y2^ 8'-5" i t i 10'- " 16,_3.. 16'-6" 10 All UPPER LEVEL PLAN N 0173 1 2 1 T- 1 1 4 1 5 - i© 2004 42140 ARCHITECTURE, INC- i A373 A372 A371 �� pF col 3'-6" 4'-2" 5'-7Y2" 13'-8" 1 " 4'-6304" 81 64" 4'-434" 2'- 1 " E. RARn L -- - Jo N ' iv — 1 I 22: - -- - COPPER GUTTER AND A `t� - - - - - -- - DOWNSP UPT W/HEAT TRACE, SNOWFEN X. TYP. -- --- RE: 1 /A5 31 -- -- -- I COPPER GUTTER AND ECK BELOW DOWNSPOUT W/HEAT DECK BELOW I TRACE, TYP. W V a 7 o SNOWFENCE, TYP. I F-1 Q i I RE: 1 /A531 0 0 \6*. 6: 12 / 6: 12 6: 12 \ r~^ Q p D. 3 Emj to %1 164 VJ 5 5 A535 csj N go to NOTE: CHIMNEYS / N FLUES ARE SHIFTED 1 /A531 TYP. \ o W OFF AXIS WITH a \ J �� FIREPLACE BELOW. CRICKET SEE SECTION DRAWING ( � cn FOR GENERAL PATH V ^06L 1 RIDGE: 3'-8" DESCRIPTION. V.I.F. P K: 33'- 10 1 3 —0" I w O CHIMNEY W/COPPER ROOF t 04 1 i ID 74 (RE: 5/A536) 12: 112 04 i 1 1 1 1 CHIMNEY CAP 1 TY 1 i O (RE: 5/A534) RI GE: 27'-6 1 \ A374 r � v -O N 0 Ii 1 0 `` \ I 0 > �` --------------- - -- --; C . 3 = L / OWNERIDEVEIDPER 0 I VAIL RESORTS 1 COPPER 1 1 — CRICKET c DEVELOPMENT CO COMPANY 0 5' -8" AVON, COLORADO I V.I.F. ARCIETEC.'roPaecoRD j 2'- 11 " 4'-0" 0 j 6: 12 RIDGE: 31 '-8 1 /2" 6: 12 1 A531 TYP. ARwuRE 1 I 1 DRIN.., Cokwaft i IL MASTER PLANNER a DESIGN ARCMTWr / M C-4 WOOD SHAKES, TYP. J \ WOOD SHAKES, TYP. J HAR��IH MMYORK ON � Lo A E _ _ N MONRO &NEWELL ENGNEERS,we N AVON, COLORADO to MECHANICAL MACOUC1L.ENGDLEEI M-E@LGUAML%wC AVON, COLOR DASHED LINE OF ADO BUILDING WALL CIVINGDaM IN BELOW, TYP. ALPRVAH,C COLORADO vAE, co7ORADo I RIDGE: 25'-O 3/4" 1 PROJECT NUMBER 20900.00 0 0 A375 M � ISSUE REVISION DATE B 1 11 FINAL CONST. 01.03.05 N N o A375 � 12 ADDENDUM 1 01.1205 N I 16 ADDENDUM 5 05.16.05 .o w I = O 1 N 1 - A a 6: 12 — 1 COPPER GUTTER AND 4 - 5'-54" 4'- 11 1 DOWNSPOUT W/ HEAT ' 0" TRACE, TYP. 1 1 1 6: 12 6: 12 i 1 - - - - — — -� 1 4 -0" BAY ROOF BELOW 1 ' SNOWFENCE, TYP. j 1 o RE: 1 /A531 A371 1 1 A373 I � 1 1 1 175 NOTE: ALL ROOF RIDGE 12'- 11 " 13'-8" 13'-8" 12'_ 11 " HEIGHTS ARE FROM EL= 0'-0". BUILDING 7 UNIT B UNIT 6 ROOF PLAN 1 2 3 4 5 53'-2" z ROOF BELOW SEE v UPPER LEVEL PLAN SHEET A173 A174 1 ROOF PLAN I 4" = 1 t—p" E7-ARP.d"R N i © 2004 42 ECTURE, INC. 1 1 1 2 A373 3 A372 4 A371 5 Of COjp�q�o E. RAND JOHNS 2012 12 i -- ��' \ ----- ------ - --- - ---- -- � - ., � - - - -- - -- ---.. ._ ii //i ,i; j RE' STRUCK. STONE PIER - I W — — - UNBER OF -- - T&G CEILING, P. -- -- -- - — - - -- WD. BRACES - - - -- - Q 7 ---- -- -- (RE: EXT. EIEV'S.) 8� 0 0 W r5 I I I - O D w Q V FAMILY ROOM ar > ® V` I ^�/1 iTl -0 0 " I V En FAMILY ROOM _ ® z I BEDROOM 2 W 1 ® = 10 P—Opy 0 1� � A374 SEE OPPOSITE UNIT �� w g '-O^ BEDROOM 2 FOR DIMENSIONS AND NOTES I ( I 1 O 9 -0" A374 ® O O M 8'-0 L _ I-- AT STOR. GWNEeuDEVELOPER CEILING BELOW 8 —0" 4•-5" - FLAT ° LANDING_ VAM RESORTS BATH 2 _ i I ® I � J $ —°^ DEVELOPMENT 8' ° ® --- -- — - f AT CEILING C g O I A (7 ABOVE I W EQ. EQ. EQ. EQ. COMPANY 7Q�0T I I 1 FLAT LANDING I w BATH 2 AVON, COLORADO = I o - --- - - --- - - O ® ARCwrBCr OPRECORD 9 on C" JRF I—on W ci 0 = ® I*AaCHL —O••8• j D� Cobmft ° ( I NAMTR PLANNER BEDROOM 1 O DESIGN ARCHWECr ® b O HART HOWERTON I g• _O° / '_0" 4r—On 2,-6n NEWYORK,NEWYORK N ® ci BEDROOM 1 w SIRU(1VRALENGAffiER � 9•—D" 1 NONROE drNBWFil].E�ME°n�,INC LOWER C7 re) AVON,COIDRADO ENTRY 8, -O„ `i A AIECHANICALELEC RICAL ENGRiE�[ WE 8NGINEER$INC ROD) O ?•` ^ AVON,COIARADO O I g' _O" I LOWER L 8 caVD.ENGRilm —°" = ENTRY ALPINE ENGMEERMG,INC 8 -00 VAH,COLORADO 1 8' - 0 ° 9 ' -O' - $ L _ J BATH 1 0 EQ EQ 1 ® MECHANICAL EQQ. PROJECT NUMBER 20900.00 Ppt A375 ® 8 -° 12O E EQ BATH 1 L , _Orr ISSUE REVISION DATE j QF °OJ MECHANICAL ® ® I 11 FINAL CONST. 01.03.05 10• -9 '•f A375 Is ADDENDUM 4 04.29.05 I o C4 A 1 16 ADDENDUM 5 05.16.05 B — N SOFFIT 7 -0" cD N UNIT B I NOTE: 1 . REFER TO M/E/P DOCUMENTS FOR FIXTURE TYPES, LIGHT SPECIFICATIONS, CIRCUTING AND ADDITIONAL INFORMATION. i 1 1 2. ALL CEILING HEIGHTS ARE FROM F. F. TO BOTTOM OF FRAMING. A372 A371 3. ALL EXHAUST FANS TO BE n 1 CENTERED ON TOILET FIXTURE, U.O.N. o " I I A373 I I I 4. ALL LIGHT FIXTURES TO BE CENTERED IN SPACE, U.O.N. co i 5. SEE ADJACENT UNIT FOR NOTES 72'- 11 " 13•-8" 13 -8" 12'_ 11 ^ AND DIMENSIONS NOT sHOwN . BUILDING 7 M1 GARAGE LEVEL tO REFLECTED CEILING 1 2 3 4 5 PLAN 53•-2" L s " 7 O GARAGE LEVEL REFLECTED CEILING PLAN A175 1 1 ,4^ _ , '—D" 87—ARC01.dw9 N a 1 2 3 4 5 © 2004 a CG'fp�4- RE, INC.c. �f E. RANDAL JONN N Af n p A 1 1 1 A373 A372 A371 -- rr ^^ I VJ W I I I I I U H Q Q A A .a D . 3 ® ® C i D � 10X8 DECORATIVE FIR TIMBER, NOTCHED TO W W > COVER STEEL A FLOOR GIRDER I DINING ROOM LIVING ROOM Ld �T1 z m 1 Oj etas etas 1+�1 O `D A374 9' -0° IM & blillill NG ROOM DINING ROOM =N /�/ etas I . o l � F+� a 9 ' " 1 O A374 to SEE OPPOSITE UNIT I FOR DIMENSIONS Lj AND NOTES --- - -- -- - -- -J FOR CEILING IN a ® THIS AREA - SEE UPPER L R.C. P. OWNEREVEL /MEVEWNM O O O I ® I '- 10" '—a 8" - VAIL RESORTS DEVELOPMENT ' N c COMPANY 1 Q Q N AVON, COLORADO ° KITCHEN EQ k EQ AacllrrECroeRECORD etoa L.—p" O TYP O TYP n 1 = 8x8 DEC RATIVE 0I A )*AR w CEILING MBER = O O O rE KITCHEN w a DemW, cuwam 9jyF . ( FLOOR ABOVE etw SOFFIT TY . W DESIGNM(7QIEfT i O O - _ = HART I HOWERTON C4 ♦ N r NEW YORK NEW YORK N 2'-O" W I 9' -p"f = OD O TYPO 2'-0" i _ x8 S LID WD. B i•1 NAVOLnRADo MoNROE a NEWEL].ENGaamiR,Mc -� w PER METERS, TYF AHWMWCALEUICMCAL04GRO R � M-EENGINEWMC i 8' --D" AVON,COLORADO ® SOFFIT _ MAIN ENTRY TYP. VAE, COLORADO AIPME ENGM�RMG,MC 9 o" POWDER EQ EQ ® w BREAKFAST ROOM BREAKFAST ROOM etos MAIN ENTRY B10 PROJECT' NUMBER 20900.00 1 O tnto O 8 —0' $ — etas 9' —O" 1 A375 9 —0" ® 8105 9 -0 a k -o POWDER W ISSUE REVISION DATE 8' -0" Q — 11 RNALCONST. 01.03.05 EQ EQ cy ® A375 ro ; A\ is ADDENDUM 4 04.29.05 1 N / B % w = to ADDENDUM 5 05.16.05 co UTIUTY - - eta EQ EQ _ —_ _ - 9 ' -O" SKI - -- - - NOTE: 1 . REFER TO M/E/P DOCUMENTS FOR CLOSET . UTILITY E + FIXTURE TYPES, LIGHT SPECIFICATIONS, 8102 eta _ - - - oPENiN I CIRCUTING AND ADDITIONAL E8 - ® 9 _O _ INFORMATION. T- :7 -- — 2. ALL CEILING HEIGHTS ARE FROM - _ -- - ® F.F. TO BOTTOM OF FRAMING. 3. ALL EXHAUST FANS TO BE -- - - --- ---- - - - - --- - - - Q-- - CENTERED ON TOILET FIXTURE, U.O. N . -- -- - - - ----- --- -- - - 1 4. ALL LIGHT FIXTURES TO BE ® A371 CENTERED IN SPACE, U.O.N. 5. SEE ADJACENT UNIT FOR NOTES - T, Tc% I AND DIMENSIONS NOT SHOWN. ® UNIT B - — -- - -- - - -- 12'- 11 " 13'-8" ® 13'-8" A 12'- 11 " BUILDING 7 1 ® UNIT B 1 MAIN LEVEL 1 2 A373 3 A372 4 5 REFLECTED CEILING 53'-2" PLAN 6 � MAIN LEVEL REFLECTED CEILING PLAN A176 1 , ,,.. _ , ._D.. B7-MM02.d"q 1 2 3 4 5 © 2004 42140 ARCHITECTURE. INC. Of co, ©o E. RAND JOHNS A373 A372 1 A371 I -- -- ------ I I O W Ii >4 I D 3 - - _ --- - — O l ww I i W `j (d 1 . ,' I a.+ 16' -8 2$f I - --_--- ! `. � 10 14 SOLID 14- 1pD1E 0 yPyyyAppRTI L SOLID 2 -6. a WD. RIDGE WDCOBEAME ._O" w TY�. URLIN , . ,Q _ ) 0 16' -8" w BUM 9 • _0•• -- I _ \ ►�i i ENgTER I 20'-7•' \'�\\\ EAM X ON • w 16'-8" ® `/ r� ° a, 10X1 SOLID I `O TER BEDROOM C TER I z 1 -- w WD.B M 'Q ' _ ® ON I o P K I W O A374 o i O L I 10X8 SOLID N I 12' -0"f O ' I O 120'-7"f -8X8 SOLID WD. I �� i w WD.RA�TER -0" K 1 a V w FBTTM OT115 - 10") I 374 0 MASTER BEDROOM - 2' 6" 0 8X8 OLID w WD. ROSS w 4'-0" —°' 8X10 SOI IQ . TIE I - - -----trt 9 on F(K i C . 3 — w i /% 'j" owNHwDHVSwP� - — - -- — _ yPyyyARTIgqL SOLID ( 9 —0" ,! /' VAIL RESORTS -- 8' -0' I T1rP. PURLIN , w — I C O DEVELOPMENT O ® __ _ -6y2" 8' -0" $ � " I COMPANY o I AVON, COLORADO ® C'4 I ARCLRIP.(.T OPRHCORD I 0 _6 • tV N I O O I � � tARCHITECTURE® O O I O N Darner, cyR.Ryy ' I HALL M1 O� TYP. MASM PLANNER ' 8201 ® lal a' I O 9' -0" _0" QFFI I D6gGNARCrvrecr i MASTER BATH HALL _6. o - 6 I HARTIHOWERTON 2•-0. R2oT 2'-6" TYP. 4i NHwroRL4NEvroRK N 9 ' -0" 9 -0" $jQ 6T MASTER BATH o j _ N MONRD aH NEWEL HNGINPJ3R5,INC I ( I � • -p•' N AVON, COLORADO O 9 '-0" CENTER IN 3 8 iv �cUNtC+L rLH tRCALPN c +HHa MEENGINEWINC SHWR AVON,COLORADO ® � I � BATH 3 O O CDHNGLNHR ® W � —° ALwHOL .wc 8' -0 8' -0" 8 —O" 7 ® � O II / \�' IE7 A �n� _ PROJECT NUMBER 20900.00 L w A375 I MSTR. CLST. 7EQEQ EQ EQ EQ EQ I ® 8._O" ® I ISSUE REVISION DATE 9. p.. /L MSTR. CLST. _ — ® ® 1 11 FINAL CONST. 01.03.05 9'—o" A375 � I 3'-0" 4•-0" I Ls ADDENDUM 4 04.29.05 N _ ( BEDROOM 3 I — — — i A 1 16 ADDENDUM 5 05.16.05 B ® 1 WINDOW / LD I y FIXTURES — N A , I V -2 1 /2" r 8'-0" 9' - 1 I -- ® BEDROOM 3 1 . I - I I FIXTURE RTY TO ES,/LIGHTDSPECIF CATIONS, -- --- - ---- - CIRCUTING AND ADDITIONAL I I INFORMATION. ' 2. ALL CEILING HEIGHTS ARE FROM I_ F. F. TO BOTTOM OF FRAMING. IjIII ' ,�( IiiIIiVIII �l 3. ALL EXHAUST FANS TO BE I ; I \ CENTERED ON TOILET FIXTURE, U.O. N. SEE OPPOSITE UNIT 1 I I ' , 4. ALL LIGHT FIXTURES TO BE j FOR ALL NOTES AND I A373 I I I CENTERED IN SPACE, U.O.N. DIMENSIONS U . N . O. UNIT B UNIT B A372 A371 5. SEE ADJACENT UNIT FOR NOTES I AND DIMENSIONS NOT SHOWN_ I I 12'- 11 " 13' -81' 13'-8" 12'- 11 " o BUILDING 7 UPPER LEVEL 1 2 3 4 5 REFLECTED CEILING i PLAN 53'-2" a i d i 1 UPPER LEVEL REFLECTED CEILING PLAN A177 r 1 1 /4° _ � '_0" y]—ARC03.tlwy s N �c 2004 42140 ARCHITECTURE, INC. ' — C E. RANDAL JG1i ' PJ � I w V Z wa Ell f 1 2 3 4 5 0 i ' U i I I I I ..♦ NOTE: REFER TO ROOF PLAN I I FOR ROOF SLOPES f 1 A Wo EL +31 '-8 1 /2" T.O. RIDGE 1 -;1_ �__�1_ �i 11. 1 _I . till 1 -!� li _i ; L_ ! ►11_lL1! -1Li 1I1 � 1I 11�I ! 1! - 11l ,I L! 1-._!_ Ll i_��-1_U � ! 1I 1 �_� � I ' (�I -1_; II II_l_II�_IIl� ll�� II IIllJJ � ----- ------ - --- -, 1 J 1 _J l I I I �_1. _1 I ILILI _ _H11 -11_11 1L_L1_ WOOD SHAKES DWNFR/D13V�APPB i ,� I I �_ 11L 11 L�1_ f,._ a VAIL RESORTS _ ' ul_ 1�ll _I111 11llLt1 1 ._ l _ 1 -La Al IA 1 ] 1 1._L i_L _L _J __ lit I u_ll_11.] J-11 - _ TIMBER BEAM ENDS — TYP DEVELOPMENT Iltf II �I ' �1 _J'111ll'1_111 �-11 _x!!1 1111 I coNrPAIVY �_1_LJ_j1 - J_I-1�_JlliJl-�- i_ Ij__LL_I_1 - � AVON, COLORADO � ' I I I I I I ! I ' ! I I ' I I I I I I I NOTE: MAJORITY OF EXPOSED TIMBERS TAILS ARE DECORATIVE. ARCHrDSTOFRECORD j _ � i_- LL1�.� _, iL 1 REFER TO STRUCTURAL DRAWINGS IT II �� ' I I I 11�� 1__L Ll_1 1� 1111_L -11. 1 --U _ -I i-��-- -L11�1__ A5 6 LOCATIONS.AL TIMBER BEAM : A �,�11 It it ryp l 11 ARwRIET.'fURE ILDR g CuloiRdu MASTER PLANNER i �f I - WOOD FASCIA a KK I I CC II I O I KK DESIGN ARCFQfEC.T HART I HOWERTON NEwtrom mwvow - ,� _ _ y NEW9 MONROR I RN S INC 11 L {LI AVON.COIORADO UPPER LEVEL EL + 10'-4" U A 1 - 1 11 I ) �I I I I = �� - _ WOOD SIDING _ TYP MECHA` �� 0IIE0M_R � AVON,COLORADO T.O. PLYWOOD SUBFLOOR COPPER ROOFING AT BAY AIYNIRMIN a 'INC.c \ - VAII.COLORADO LIL_ :. -- o _ AIL STUCCO -TYP PROJBCr NUMBER 20900.00 M BB M I BB M METAL RAILING (RE: LAND.) ISSUE REVISION DATE FlNSH FLOOR 11 FINAL CONST. 01.03.05 ZZww;ww;Z;3 it SEE CIVIL FOR GRADE i — - tz ADDENDUM 1 01.1205 ELEVATION REFERENCES, TYP. = - __ to ADDENDUM 5 05.16.05 MAIN LEVEL = EL 0'-0" - - - - T.O. PLYWOOD SUBFLOOR D- — STONE VENEER - TYP ie UNIT B UNIT B COPPER DOWNSPOUT NOTE REFER TO SHEET WALL SCONCE - TYP A751 & A752 FOR WINDOW TIMBER BEAMS TYPES, SCHEDULE AND SILL — WOOD TRIM 0 (RE: STRUC.) & HEAD HEIGHTS. ARCHED OPENING I TYP. All exterior vents, louvers, and other E penetrations shall be painted a color which compliments the surround exterior material color. BUILDING 7 NORTH ELEVATION o• 3 Z Z; 1 NORTH ELEVATION t _ 1 ,,4" = t •_p" 7ELdvrR A271 © 2004 42140 ARCHITECTURE, INC. pf co, O E. RANDAL JOHNS 20 C!1 W V � Z Wa 5 4 3 T6) 1 A CHIMNEY CA W (RE: 5/A5 EXPOSED CHI NEY CAP O I (RE: 5/A534� I I w . tv STUCCO o W Fy > 1 WOOD FASCIA I i" _ EL +31 '-8 1 /2" ' SNOW FENCE I I I I I ; �L� -ill �� 1 -IJ , 1 1 I I T.O. MAIN RIDGE V (RE: ROOF PLAN) J L_ll 1 NOTE: REFER TO ROOF PLAN lJ_1L1� 1_ 11 J 11 -1.1. 11 - U 11LI1 - - W o flu] I I I I I I II I I I FOR ROOF SLOPES Ly WOOD SHAKES f1_-1 _ � -11-_-1 - -.- - 1111X11 HAILi!_ 1111 -11 .11 _ a1- 1111 1L-11L111 11 ll LI_lLll_I 1 IN �1.1I 11 ELL-1111 -1 -11�� LU� � I I I I _-- GUTTER AND DOWNSPOUT _ u J ._��111�L_.J L L�lt J I ��j1 ' �L�1-111 - ' I ! I ; ! I I r T T i I ; ; I WOOD SHAKES OWNEWDEVE OPER 1_.1�_i_L1LI 1LI-1_. .- 1-�1IIL _1.1 -1_�1-1J_I_I-_11_1 __1.111 .11 ll1L i�-J_!1L1�JL��1111 U 1L1 L 11_ 1Jl VAIL RESORTS WOOD SIDING - TYP ll.__ILl_ 1. 1 L lll U J1.L _ll-1L111�J1 I WOOD FASCIA DEVELOPMENT 1111-_111111J1J1!1J111-1�111Lf1_- - - -- COMPANY II AVON, COLORADO A6 I -LL.LI- I 111- -11.1 J _ = A521 ARCHITECTOPRRCORD r iV � �1i I AR 1 � � PP UU PP} PP1 UU PP ) NASrERrLnNNER ' A. UPPER LEVEL = EL + 10'-4" a STUCCO — TYP DmcNARCim�cr I T.O. PLYWOOD SUBFLOOR I A HART HOWERTON I NEW YOM NEW YORK tit tl WOOD TRIM -TYP O RR QQ1 Q01 RR O - OE& L,WMLffNGI[NMt NONROE d[NEWEI].IIiGPffiERS.INC WOOD GUARDRAIL 3" AVON, COLORADO (RE: DTL. 7/A522 OD x,ECCxANL RENE�ECLx cAL ENCUt®I DIERRS,LNC --- -- AVON, COLORADO - FINISH FLOOR .1 lit _ ©va ENCwnEa SEE CIVIL FOR GRADEvEAa cOLn 'RADO w� MTL RAILING J ELEVATION REFERENCES, TYP. (RE: LANDSCAPE) ] S 1 Al -- MAIN LEVEL = EL 0'-0 PROJECrNUMBER- 20900.00 I T.O. PLYWOOD SUBFLOOR STONE VENEER PIER - TYP - - _ ISSUE REVISION DATE MIMI _ - 11 FINAL CONST. 01.03.05 ADDENDUM 1 01.12.05 to ADDENDUM 5 05.16.05 GRADE - MM (RE: CIVIL) - - -- _ - - _ — - STONE CAP - TYP ALL STONE VENEER - TYP -- -- — _ - - - _ _ — _ � GARAGE LEVEL = EL - 12'-0" I T.O. PLYWOOD SUBFLOOR " UNIT B UNIT B NNN COPPER DOWNSPOUT COPPER DOWNSPOUT I (TIE INTO STORM DRAIN, NOTE: REFER TO SHEET (TIE INTO STORM DRAIN, TYP.) A751 & A752 FOR WINDOW TYP.) TYPES, SCHEDULE AND SILL & HEAD HEIGHTS. i i E E I n c BUILDING 7 SOUTH ELEVATION to i a a A272 E 1 SOUTH ELEVATION 7ELdwR lit t 3 © 2004 42140 ARCHITECTURE, INC. ©F Coo, o E. RANDAL JOHN ON w VH D . 3 C . 3 6 . 1 B z 0 w a ! � I NOTE: REFER TO ROOF PLAN W � -- EXHAUST FAN GRILL FOR ROOF SLOPES — — (RE: MECH.) I �� I I T.O. MAIN RIDGE Fr1 A ri FREER x_11 LLILILJ _1.1L _ - -- - _lL W w X1111_ L11_11�111 11 I I_11-11Lul .1 It -11 _ ! 11�L11�1_ll_1_�_1L ul _ -11ML I i [_1 J-1 x J11 L a I-_1-11. 111 �11_ L111 1 1 _11_ IiA lL ' UH 1. 11 Ul l-LILL11L A L11-All lffl_ IL-LL LtL_111L IL_ ULA 1_l!1J 11J I _LLL�11J - - - - -1 1-11J Ll1�; _1!-11J1�L�1111 -1i-1�1�-1!� 11LL 11 LI�;_l1JLI1,1L11_ -lalL1111 l► �J Ll I1- I1_l I -ll lJ-ll _ w IL1L1L1 Lll_.I_J1-1111- -1I 1 11 — I-11__1-LU_L�1_�-111�� : JJJ _11_J111.11 .1ll1 1�1ll1 JL11J1�1J�!!_1LJ1i_I_�l� l_ Jlll _J111 i ! i ! I I I UNIT BEYOND ^/ LLL1L_ll __1L LLRI 1 1 . lt_! tl Lal 1.111 i ! 1 -x_111 -11. 1_! . _11 1 1_ �_l t-i I. 1-U-A 111 ! 11. 1 L11 _.J1Jll1 ! Ill I I ! LL11 1ll_L- LL111 ! _l tl lli_1 ; I_ id H-11 -] 11 �Lll _I1 1 i l_ll �l _I I�I .11_�!11.L11 I l la ll� J_1 111- — - - - I ! 1 I I 1 - — -- ---- L 1 Ll I ; 111L1J 1111 a l _ I _ L1 _ll__LI�1� 1 J _� L11 . 1 ,1�11L11 1LW1-11 1- iL 1L,1_ _ 11- 1 I1-_ 11.111i- 1lli k _1 i_l Tit 1A1-1aJ.IL1_U11LAH-1l_1U1f1f- 1Ulll 11 -I ; _ _ ' I ! 1ll 1 �L �� 1_ _ ll11 ll1 _ll1111 1 111 ; 11 [ Ili - _ "1 i 1 [ 111111 111 1 H 11 11 11 11 1_ - --- --- - WOOD SHAKES SNOW FENCE i I OVERDEVELOP (RE: ROOF PLAN) I i I i 1 WOOD SHAKES — TYP VAIL RESORTS i LL LL i KK I I STUCCO - TYP DEVELOPMENT WOOD FASCIA ! I ! Fe COMPANY I[Q�\ I I I I I WOOD TRIM AVON, COI ORADO ' ARCIRTECr OPRRCORD WOOD SIDING — TYP ; K C EN EX AU T (RE: E HJ - _ J - _ J _� _ _ _ UPPER LEVEL = EL + 10'-4" � P*A ,ly IN T.O. PLYWOOD SUBFLOOR �,I rtECruRE -'-- - - - WOOD TRIM — TYP Dsovar, CokMWo _ N JL 11 NASiPB PiANNHI DFS[GN ARCFD'lECf ! to Eo. EQ. O D � Q: Eo: HART HOWERTON Z I NEW YORK, NEW YORK rnFINSH FLOOR MUCTU"LE143nom _ SEE CIVIL FOR GRADE MoNRDEAVON,C010RRADID ELEVATION REFERENCES, TYP. MECttAPRCALELEC[R[CALFNGWEPA 1 ( ) r C ? ) _7 7 - M-EENGlI4MM ,INC 1 --- — ,!-- - -- — - - I MAIN LEVEL = EL 0'-0" AVON, COLORADO T.O. PLYWOOD SUBFLOOR AIWwEENGD .Rac VAILCOIORADO i — I � PROJECT NUMBER: 20900.00 DASHED LINE OF CONIC. RETAIMG WALL (RE: STRUC.) ISSUE REVISION DATE - - DD - ?- _ - = E HAUST(s) 11 FINALCONST. 01.03.05 _ _ __ BA THRM. X - _ _ - (RE: MECH.) tz ADDENDUM 1 01.1205 -- _ - - to ADDENDUM 5 05.16.05 STONE VENEER - TYP -- - - - - - — - — ---_— -- -- I GARAGE LEVEL = EL - 12'-0" T.O. PLYWOOD SUBFLOOR UNIT B CRAWL SPACE CRAWL SPACE VENTILATION INTAKE EXHAUST TERMINATION NOTES: STUCCO - TYP (RE: MECH.) (RE: MECH.) 1 . PAINT ALL EXPOSED MECH. BOILER COMBUSTION BOILER FLUE TERMINATIONS TO MATCH ADJACENT WALL FINISH. WOOD SIDING AIR INTAKES EXHAUST j (RE: MECH) (RE: MECH.) 2. REFER TO SHEET A751 & A752 FOR WINDO MAKE-UP AIR INTAKE GAS METER (MAINTAIN SCHEDULE AND SIL LL ES, (RE: MECH) CLEAR MIN. 4' TO BOILER HEAD HEIGHTS. EXHAUST & INTAKE) (RE: MECH.) N C 2 BUILDING 7 EAST ELEVATION t EAST ELEVATION A2 7 3 c 1 1 /4" _ 1 .—O" 7ELdwq s v e @2004 42 HITECTURE, INC- col Af h E. RANDAL JOH ON AR i V H A A. 1 C D w O >4 NOTE: REFER TO ROOF PLAN I Q, FOR ROOF SLOPES EXHAUST FAN I I W GRILL (RE: MECH) d4 EL +31 '-8 1 /2" T.O. MAIN RIDGE - — I �l 1 11 � ,-1-111 _ � 1_ 1. _ll� 1.11 ' -11.111-U1 . 111_l�l 1_ _ SNOW FENCE I ! I ' I I I I 11.111 J11 �1_J1 11 1111 �_�11 - 11-11111 - �H I IL- H -1 1 -I-Lfl 11lI►_ �11�.1_�_ I 11llI 11-Ii (RE: ROOF PLAN) I I I I V I I I V I I I I I I -I. I. I I I ��- ___�L1 �� _1-Llu�_ J I_��- 11-� I- i, I_ LI�LL � _1J-�_Ll-1 11-J�1.1_ .LI_ -ILL- �_ Yt __ i L LI l-L U1_ �1_1 �__ L�l��l L�_��1 L 11JJ 11 1 111 I I I 11 u I i 111 LAlt-Ed� I I I I I I I I I 11 SNOW FENCE __L 1�11ALI 1 - I 1 [ -1,.1- I 1_U-1 -I I -' a -11_AL 1 'L _[i _ .1.1.1 HILL] I I I I I 11 �� - - (RE: ROOF PLAN) I lll1- 1i 11-1111.1 X1111 1 z I I _u�1ll 1� 11_111�� 1_�_ _ -J l I .11U111-1.1 - 1L�� _111-1�-_ 1111l � ._ 11.1 la�l__1lll_�1-111.111! W �Instill - � 11111 1 _ L11A_L1!I1-1-i__LULLL1.11.11 _ 1_ I IL L11_� -1.11111 - ••� a -- 1�1_ I_ M 1-! 1111 .11.111 .1-11 11-111-_111 LL_ 1 L-1 1 .11_ _111111-- - ---___ -- -111. 11_ _1 JJ�11111 I f 11-I 11. 11 . 11111 LH _ll-J1111 �11 ►1_ I-11LI 1-I-!1 1111111 1111 ---- WOOD SIDING 1-11--11 1 11.11-- 1. 1. 11 11-1 L1 ._1J �11_LtjI_ � 1I Li- ii ___H t-�ll-1L11_ll .I_ ILJll1__11-_I-!_1_ Lll_ LI L11L_I-1 I :i-11 -1a_1111.11__I-1_111-LL_ , _11.111-11 .11 -11ll -ll_1LU 1 I I I TIMBER HEADER 1 WOOD FASCIA oaNERinevmnrrx I I I VAIL RESORTS STUCCO I I I KK LL i I LL DEVELOPMENT WOOD TRIM I I ! I I I I I COMPANY i I j C EN EX AL ST j WOOD SIDING - TYP A"c""�`G"" RD T.O.UPPER PLYWOOD SUBFLOOR A-4" - �L _ - � _ _�_> _- -_-�_ __ _ JJJJJJ - - - - - . 1*MCHL UNIT BEYOND Orrvar, Cobrado C4 CE I STUCCO -TYP r MASTER KA NiER IGN / `N GG EO. E0. \ / II JJ II DGNARCtms� r B M V. Z HEN wYO�MWro�ON FINISH FLOOR Ni ^ N SEE CIVIL FOR GRADE MoNROSe� me ELEVATION REFERENCES, TYP. - S _ •L - _ _ - � --�� - ( ( j � MsrxAN�cnce�cra�w.sNCN.� MAIN LEVEL = EL 0'-0" — - I - 0" �- --__ wo.C01DRAW I T.O. PLYWOOD SUBFLOOR - - --- -- - _— - -- ALPINRENGINERAM STONE VENEER- TYP - -. R 2090000 CONC. R DASHED LINE OF PROJECT NUMBER. _ _ r • J'_ _ (RE: S WALL - ISSUE REVISION DATE BATHRM. EXHAUST(s) I — _ DD __. - EE -_ (RE: MECH.) — J��' FF OPEN , — 11 FINAL CONST. 01.03.05 t_- .i _ — Q ADDI NDUM 1 01.12.05 GAS METER (MAINTAIN -_ - - -�- � — --_ — — CLEAR MIN. 4' TO BOILER -- __ BETO YOND +g ADDENDUM 5 05.16.05 EXHAUST & INTAKE) (RE: MECH.) ,` GARAGE LEVEL = EL - 12'-0" - - - - - - - - - - - - _ -- - T.O. PLYWOOD SUBFLOOR UNIT B CRAWL SPACE CRAWL SPACE EXHAUST TERMINATION VENTILATION INTAKE` (RE: MECH.) (RE: MECH) 1 . PAINT ALL EXPOSED MECH. STONE VENEER - TYP BOILER FLUE BOILER COMBUSTION TERMINATIONS TO MATCH j EXHAUST AIR INTAKES ADJACENT WALL FINISH. (RE: MECH.) (RE: MECH.) 2. REFER TO SHEET A751 & MAKE-UP AIR INTAKE A752 FOR WINDOW TYPES, (RE: MECH.) SCHEDULE AND SILL & HEAD HEIGHTS. I „ 0 i 2 I N BUILDING 7 a WEST ELEVATION u, a I a I t' 1 WEST ELEVATION A274 1 /4" o I '-p" 7E4dwp i i 2004 42140 ARCHIMU11-011t, INU. 03V C A E. 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VAM[� COLORADO I L 1, PROJECr NUMBEK- 20900.00 CLOSET a ISSUE REVISION DATE 11 FINALCONST. 01.03.05 BATH I BEDROOM 1 BATH 2 BEDROOM 2 COVER 711 TERRACE GARAG AADDENDUM2 01.19.05 16 ADDENDUM 5 05.16.05 RE: TUNNEL CONSTRUCTION PACKAGE GARAGE LEVEL - 12*-0" - - - -- --- -- -- - -- - --- - --- -- -- - . . . . . . . . . . . Mmmw M W A W Wi W& MEM T.O. PLYWOOD SUBFLOOR _ 111=111- 11 �_Ii Ell N I 1��I IVII 1=11 Ell 1=11 F- 11 I-111=11 K1 11111 H I IIF CRAWL SPACE H=111 Hil TYP. FIG. ELEV. OIL r Kt: Z) I KUU. I 1=1 I El I F] 1 ri I 1=1 I M11 -Iffil I F - -I I I =1 I El 117711 17=1 1 1=1 I 1=1 1 El I 1=1 I 1=1 I LZI I V-1 I I- IE I I-I I 1=1 I 1�1 I 1=1 1 -11 F�l I 1=1 11-111 11 MWI , if,-IJI ,W11 'ITITF, li-S, I ! I-LYI I IT"If 11-' 'I I I . .III =VC4ri . .I-ii!--I I I r P a I I I I F1 I I-F1 L _IIE1WA ;_H1_i iL_! Il I= I =111-Al �I =F1511= LI [F- IL11-60 =_zIIFzIIEIIF17III:zlII=I _ JII=H1_ 11EI ! I= ! I_ JII=P . rih I AII I 1_1 I ll:-71 1 1=1 I F -I I I -I I I=! I 1_9 ! El I I- 1=111 =1 I 1=1 : I =1 A I I= I I I --II NOTE 1 . COORDINATE WITH FIRE PROTECTION =1 F�71 I _I ! 1:_�d I F___I I 1=1 I-I ! !-I I I==I I 1_1 I I --I _1111F. Iii-Ail- - III CONTRACTOR DURING FRAMING RE: 1-11 1=1 I IH] I 1=1 I I�j I 1- -111-11 F=I 11-11 l=-I I F IEI L- IiHil A I_ _IiI= I I I I i I I I PROVISIONS FOR ACCESS TO CONCEALED SPACES AND INSTALLATION OF FIRE M _ j I SPRINKLERS /OR ACCEPTABLE ALTERNATIVE PROTECTION METHOD. REFER TO DESIGN & CONSTRUCTION TOOL FOR CONCEALED SPACES, SHEET R003. GARAGE TUNNEL UNIT 8 IL 2. REFER TO TUNNEL CONSTRUCTION PACKAGE FOR TUNNEL GARAGE. BUILDING 7 as Attic 9"00 With 111, 0811 3. ALL ROOF SLOPES REFER TO ROOF PLAN. t ils') or less, as Zas BUILDING SECTION (5) Crawl Spaces: Crawl spaces of five fee U 4. REFER TO EXTERIOR ELEVATIONS FOR accessible through an opening from the top side of the =Ural not members of the floor to the Und6l'816111 WINDOW AND DOOR LOCATIONS. greater than twelve (12) of the structural members Of ths roof SgUare feet In area, with five feet directly above. Attic areas created by (5') or lose of calling height, as construction Of & roof with truss "0 measured from the surface of members Will be GXOludsd from calcum the earth to the underside of lation as GRFA. pr0VId6d " tru"w structural floor members of the erg spaced no gredlif than thirty Inchm PP14DING 7 SECTION ( UNIT B ) r floor/callIng assembly above, A371 as (300) Apart. 1 /491 190" 7SCOl.dw I© 2004 42140 ARCHITECTURE, INC. pf CO( � p�qo© E. RANDAL JOHN 2-0 1 v ! T29-6"A. 1 C D i 23'- 11y2" 16'-6y2" -- -- - I CHIMNEY CAP I - - - --____-- -_ -- V RE: DETAIL 5/A536 SIM. =1a - T- W a 1 TYP. ` 0533 O.H. - _ - 4__ f� 1 TYP. GIRD R TRUS 1 0533 rr ^^ p (RE: STRUC.) I V J RIDGE - - - - 1 2 I I I I I 1 1 �RIDGE C ' "+30 -O - - - - - - - - ATTIC GIRDE TRUS �� _ z FEE (RE: RUC.) 0 l 106E LINE I ENG. TRUSS ii (RE: RC ) ! PRING LINE BII % (RE: RCP) t ! - I I 1 SIM. - - - - -- 3 SIM. BEDROOM 3 BATH 3 1 HALL 0417 DECORAT � .- - - - - - - - - - - - - � ..- - - - - - - - - - - - - - - - - - - - - � ® 1 Rzm 1 I I OWNERIDEVEOM 1 1 I I TIMBERS, I VAIL RESORTS 1 I I I 1 1 DEVELOPMENT — I 1 I I 1 ,` UPPER LEVEL = + 10'-4" COMPANY - r- - - ---- - -- - - - -- - ---- - I - - - --- - 1 --T — ---- -- — -- - - --- - - -- -- - --- - - - - — T.O. PLYWOOD SUBFLOOR AVON, COLORADO ARCHTrELTOFRECORD 1 I 1 1 BONFIGURA \ LIVING ROOM I I 1 1 1 I 1 1 IS NOT ACCU 1 ® � I*mmff ,IIN THIS SECTION . I 1 / 11 1 i OP G I ENTRY PORCH MAIN ENTRY j SEE DTL. 5/081 1 I DeLmK 1 ° Dww, Ca1daft Rtm etas 1 FOR CORRE j' 1 i 1 MAnTRPIANNER CON 1 1 ___ __ _-_ 1 ,� FINSH FLOOR & 1 1 DffiIGN ARCHDECr S FOR GRADE HART HOWERTON ELEVATION REFERENCES, TYP. 1 i 1 1 1 W 1 NESFYOWNEW YOR 1 -= I �III-IIh�lljllll — _ v I F AUS 1 MAIN LEVEL = 0'-0.. -111=111=111 I - _ . \ 113 II18 1 9� 1 1 T.O. PLYWOOD SUBFLOOR 1 I 1==1 I 1=1 I �=1 11�=1 I I-1 I - - - - -�- -- - - � J � �� _ 1 _ _ _ - .11111= _IIL=III=-III=11_1-III=III=III_III--111-III=III. 1 1 E_ — — 1 MoNROE4ON,CL COLORADO ERS,rNC ! 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RANDAL JOHNS1 � 2nc% D . 3 16'-6y2" 23'- 11y2° COPPER �rl CHIMNEY CAP !� _ - - (RE: DETAIL ----_ -___ - -- = 5/A536) __ ------ MAINTAIN CCESS W h, 1 — - - -- BETWEEN ATTIC _ - - -- AREAS. T TIP. RIDGE II I I 12 - - - --- - - -13-- - ------ - - - - -- - ----- -- - - - -- --- -- - - - - -- -- --- -- ---- --- - -- +31 '-8 1 /2" 6 16 zI_u T �rl - _ l�Uz11-1 L�it�lIz�rrlr_ I1 �J1_l� 11.11 I ! 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RAND JOHN I 1 2 3 4 5 12'- 11 " 13'-8" 13'-8" 12'- 11 ° v ; � I Zp WA a 5b I OVERFRAME (RE: STRUC.) © I A 1 1 A905 (RE: SHEET R003 FOR ♦ CONCEALED SPACE FIRE ^ 5b Simi PROTECTION — — — — _ _ _ r� 0 IF A905 O.H I I ' ALTERNATIVES.) — — RIDGE +33'- 10 1 /2" LX3 to ! 1 CHIMNEY IN 1 I ! FOREGROUND 1 I I 1 12 ACCESS 12 1 1 I 1 1 AETWEEN ATTIC A415 t EAS. : TYP. ----- — —tQ RIDGE 1 I 1 F.P. VENTING ; — — ' -- — +29'-7" A�1 1 SIM. - _ 12 \`� I I / A415 O.H. ♦� I 6 — — — — — — u ____ rl RIDGE W ', DECORATIVE WD. ; BEAM AT THE RIDGE ' 1 1 (RE: RCP) ♦ � ` ` 0 II RIDGE 23 -8 ATTIC 1 I j ENG. TRUSS O OF RANTERS 1 1 >IrMl IIYOND SPRING LINE BEYOND ENGff TRU III i T.O. PLATE (RE: RCP) II j% - ll I --1— — + 19 6 / 1 -- -- -� / I _ t 1 - - -- 1 ,l TOP OF PLATE LATE J, — (_ _— _- - > � t 1---- 1 owNER�DEVPLorPx 1 1 DE E - - - _ - 1 I i - - TI BER P. \ 1 VAIL RESORTS 1 1 MSTR. DRM. - --- 1 1 — MSTR DRM. 1 I It } t i 1 ! DEVELOPMENT -- - 1 COMPANY UPPER LEVEL = + 10'-4 T.O. PLYWOOD SUBFLOOR ,� I 1 1 --- - ------ - LIVING RM. ! I i !l , 1 LIVING RM. I ! 1 Dam . caw.m JL_ 1L It MASTER PLANNER - I ° _ ! 1 1 I DIN RM. __-- I _ ! = I t I I _I I I - — I == DIN N RM. I 1 1 HAR w N � HOW�ERTON � 5 I I -_ _ _ I ,� FINSH FLOOR SEE CIVIL FOR GRADE N 1 1 1 I I i I 1 I I j 1 1 ELEVATION REFERENCES, TYP. MONROEhONEWM1, NCwE 1NC -- I ------- - — ! AVON,COLORADO — _ -- — _—` � MAIN LEVEL = 0'-0" MECHANiCALEtECTRIC1LENGUMM — — — — —1=--=-- d T.O. PLYWOOD SUBFLOOR -EE Gc0„R'C IF a ALPRJEENG .RdC. f I t 1 i I PROJECT NUMBER 20900.00 t l I { 1 j iv ISSUE REVISION DATE 1 BEDR M 2 I, F Y RM. I I t t l ILY BED M 2 1 1 \ 11 FINAL CONST. 01.03.05 L t3 ADDENDUM 2 01.19.05 1 1 1 tg ADDENDUM 5 05.16.05 1 -- -- -- -- - -- -- - - -- ---- --a - ------ — - - - GARAGE LEVEL =N1 N1=111 11 -III=III=III= l 1=1 ! 1=11 �! I -III=III_- 11-_I ! T.O. PLYWOOD SUBFLOOR 11=111=! I F 11 , ' 1=1 j 1=I 11=! 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RANDAL A533 1 � � - - - - - - - - - ® JOHN N EL=VARIES �L !� 1 1 i RE: ROOF PLAN — �F�� ' 1 1 A UPPER LEVEL EL=+10.0' — 1 ®EAVE TYP. ® r �1 (TOP OF PLYWOOD) — — — — � A531 VJ ROOF FRAMING VARIES V I © (RE: STRUC AND ROOF PLAN) E.,1 2x CEILING �T� O I FURRING W ; i I STONE VENEER RE STRUCTURAL _ I A A PIZ O RE STRUCTURAL Lu to O RE STRUCTURAL ; , I I Go W w a i ! 8• 0 MAX A53T - - - - - STONE VENEER t I ® z ; RE STRUCTURAL ■ ' ATTIC O 1 � 1 ENG. TRUSS � 1 VARIES Z b 1 (RE: STRUCT. O ! Z o n m OL UPPR. LVL _ _ I r/ io rc -H ° -- --- - - - ------------ W =+ 10'-4" — �...■ - - - - .. — .. rte-- — 1 a T.O. PLY I —_—_—_—_—_ UPPR. LVL !L — _ =+ 10'-4" Z �I T.O. PLY A753 1 � owxeMavELotEn VAIL RESORTS DECORATIVE WD. DEVELOPMENT TIMBERS I COMPANY (RE: R.C.P.) I AVON, COIAR9D0 —_ — MAIN LEVEL EL.=t0.0 WINDOW HEAD/SILL (TOP OF PLYWOOD) DETAILS `R°Hr T0FXE00RD RE: SHEET A753 I ARCNIIleC1URE Darer. Colonao ^p- mmmao Tr (O.H.) A753 ' n> cNmccxrrecr I HART I HOWERTON ' ; ♦ NEW YOM NEW YORK STONE VENEER FINISH FLOOR / � txc a I RE STRUCTURAL SEE CIVIL FOR GRADE �y�CAi J1 MAIN LVL =+0'-0 —_—_- - T.O. PLY — — — evoNcotoawo 1 RE STRUCTURAL — — ELEVATION REFEREN x-VOKCOLOW0 c on /L — ctaD tuvctN®c RE STRUCTURAL T.O. PLY �'��CO me I CEILING JOISTS 1 1 MANUrs STEEL STUD I PROJECT NUMBER 7A900.00 , FRAMING KIT. , i 10 I ISSUE REVISION DATE i N I ® 06 CONST DOC i I ; FOR PERMIT 08.13.04 1 MAX N / \ ® BLDG. 2/CONST. 09.02.04 5TONE VENEER \ • o00 BLDG. 3/CONST. 09.24.04 oho RE STRUCTURAL / QBLDG. 4/CONST. 10.11.04 a to B1DG. 5/CONST. 10.25.04 a /� 00o Z I \ I AW7A/8A/9A/LOA/11 000 ;t o m WALL TYPE RE: A611 / \ / \ / FINAL CONST 01.03.05 J I N C z ADDENDUM 5 05.16.05 SIM. I (O.H.) A532 "A 1O GRADE 1 m i RE: CIVIL 1 4 l 1 GRADE 1 I RE: CIVIL — LOWER LEVEL EL= —12'-0" I ° (TOP OF PLYWOOD) 1- ;— — _ -� I l i III-1 I I_-I I I-1 1 1- 1 I 4 I I=�T ) I;I I II I l_I I i—I 11=1tta CRAWL SPACE =III=1 11=1 11=1 11=_= �—III -I I-I I-I I-I I I I I I=! 11=1 1=1 =1 BUILDING ' I;I =1 I I-I I I=1 I I CRAWL SPACE ° _ _ _ WALL SECTIONS I i- =1 I I=1 I I=1 I I-1 I II 11= I I I=1 11=1 I Ed I 11=1 I E WALL SECTION ( UNIT A) FIREPLACE WALL SECTION UNIT B ) 1 /2" = -G" tSCatd"" WALL SECTION ( UNIT B ) J 3/4" - 1 '-0" - t3CO5.d ro 1 1 /2" = 1 •_0" ISCOI dwg A415 I