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West Day Subdivision Lot 3 Building 4 (7)
-r + L 7 ❑ ❑ - 3 11 5 I H f LOT 3 LOT 3 1111 X11 l I1 X11 I I11I1 lliti ll�11111 l I1 l hlll LOT 1 135.5' TRACT B LOT 1 127.9' TRACT B 62.9' , o I = I o I I z I vi ?g. � Lj w W J I (A) J I � J C 6 0 f!1 O O aw 0- � ° � = 60.8' ° z 00- az 0Z oz pZ cry- CY < rrQ ly a cYa p a � a :2 a :2 a_ M $140 I i I 8140 8140 I I 8140 RIDGE HEIGHT = 8143.1 -- �� s1 zo ~ � � s12o $120 STORM SEWER T - �'--� STORM SEWER AT AND BE ©W 8100.00' -- ------- -� 8120 i - - - -TUNNEL�.i----- _ AT AND BELOW $103,20' TUNNEL ---- I -- - - k o0 y w STORM SEWER �24' _-�cP - ---- - -STORM 51 "� .,_._:�.,-- - 8100 8100- -�.-��- . - - -- - - - a z s $100 AND BE OW 8097.44' 24" RCP - DATUM ELEV e' o.u.P 8100 p AT AND BELOW 8100.00' -._ --� 4.0' --- ---- - -- D.4TUk ELEY AT AND BELOW 8099.7 15. 25.6' ---�� 17,9' 8D9D.DD SANI TARY SEWER 9 G' 0+00 1+00 2+00 0+00 EASEMENT LIMITED BY 1+00 S BUILDING tia 90?O.O EASEMENT LIMITED BY ELEVATIONS AS SHOWN 8070.00 2 STORY WOOD ELEVATIONS AS SHOWN THIS SECTION ONLY FRAME STRUCTURE MAIN LEVEL F.F. = 8105.4 THIS SECTION ONLY (UNDER CONSTRUCTION) NOT TD SC,4ZF NOT TO SC,9'LN { 1.a c9 _ 1.52' 5B.01 L7 ' f 1.67' } � o k� 6z. DRAINAGE EASEMENT s \/ 908760) (RECEPTION 'No• r 4'15 31"`� r'I 1137.84 ➢ ) GRAPHIC SCALE LOT 1 8.14' � to I 5 10 20 615 ` - (; ANTLERS CONDOMINIUMS $� • n N (BOOK 226, PAGE 820) 1 `` v IN FEET } • Qc9�' `� ��- -- Z m BUILDING 4 DETAIL 1 inch - 10 ft. �,g °�� �, � � l`, Z � O C UILDINC, 1 v I �,.1 � �10� N°' ''� 682 � LOT 2 69.12 TIIII f f / IMPROVEMENT LOCATION CERTIFICATE BUILDING 4 �- (SEE DETAIL) � / I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR RA NELSON , r- fi THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT 1S LOT 3 ' f NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE 2.451 ACRES f IMPROVEMENT LINES. �j �,m -� / / I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON fJ' 70�2 a E�ti THIS DATE, 04/03/06, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE / BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS ,�91B•6 / , UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY 4.1�'G,�j"E 10 0 � � g EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. A\q DATE:------------ ----------------------- f BRENT BIGGS COLORADO P.L.S. NO. 27598 , MONUMENT LEGEND 0000 •.` L11 FOUND No, 5 REBAR WITH ALUMINUM CAP, L.S. No. 33655 ♦ ti FOUND No. 5 REBAR WITH ALUMINUM CAP, L.S. No. 27598 j N / # 0 27598 / FOUND MAGNETIC NAIL WITH WASHER IN CONCRETE, L.S. NO. 27598 0i �' RECREATION PATH EAR _MENT / 8�.3g TRACT B Q Z (RECEPTION No. 9 X8759) (VAIL/LIONSHEAD, THIRD FILING) r`�S/�'•....•• r� ♦♦ o a �yg DESIGN REV!'-',`I L IN E TA BLE C Q C) � � LINE LENGTH BEARING J ILL E1 49,77' N07'07'48"W ! 0 N31 .40'14"W - 1 .44' LANE TABU E2 5.66' N32'42'13"W L)T L). E:� � ? � z ' GENERAL NOTES LINE LENGTH BEARING E3 3.24' 557'17'47"W �jl�G GRAPHIC SCALE .mac•• �C�•�Z L1 6.35' N20'1711"W E4 15.59' N32'4213 W 30 0 �5 3o so 0 r 1. THE SOLE PURPOSE OF THIS IMPROVEMENT LOCATION CERTIFICATE IS TO SHOW THE CONSTRUCTION L2 4.79' N20'17'11'"W E5 5.00' N57.1 7'47"E (� •�g PROGRESS OF BUILDING 3. OTHER IMPROVEMENTS EXIST ON THIS LOT AT TIME OF SURVEY. S�7 L3 59.18' N69'42'49"E E6 i 62.26' N32'42'13"W 2. BUILDING TIES ARE INDICATED IN PARENTHESIS. L4 4.79' N20°17'11"W E7 10.38' 569'40'21"W L5 59.29' N82°49'24"E E8 70.82' S31`27'38"E { IN FEET ) 3, APPROXIMATELY 1-2' OF SNOW ON LOT ON DATE OF IL-C, OTHER FEATURES MAY EXIST WHICH WERE NOT ] 1L1Ch = 30 ft. N31040'14IV - 1 .44' VISIBLE NOR SHOWN HEREON. L6 18.52' N39'1O'12"E E9 27.00' S07.1 1'35"E 4, TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT PERMITTING ENCROACHMENT RECORDED JULY 20, L7 4.88' NO2"44'06"W E10 28.87' 532'42'13"E �' 2005 AT RECEPTION N0, 923304. L8 65.38' N68°30'09"E E11 33,72' N66'54'19"E .y•r•� �� 5. PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO L9 20.54 S21'30'33"E E12 129.43' S1 8'27'07"E IMPROVEMENT LOCATION CERTIFICATE ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN L10 30,00' S83.59'19"W E13 10,01' S74'12'56"IN�. THIS IMPROVEMENT LOCATION CERTIFICATE WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER L11 3.15' S15'46'41"E E14 129.43' N18'26'49"W GORE CREED RESIDENCES, BUILDING 4, FOUND CHISELED Q' No. VC50006780.1-2, DATED DECEMBER 27, 2005 AT 5:00 P.M., LOT 3, WEST DAY SUBDIVISION °+" IN CONCRETE 6. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY TOWN OF VAIL REPLACED WITH BRASS TAG DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT, CURVE TABLE LS, No, 27598 MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING EAGLE COUNTY COLORADO FROM E DATE OF CERTIFICATION SHOWN HEREON. > PEAK LAND CONSULTANTS, INC. EC1 25`43'33" 177.25' 79.59' 40.48' 78.92' 574'12'56"W PEAK LAND SURVEYING, INC. DRAWN; JVK III REVIEWED, BB SHEET 114 .1 970-476-8644 FAX 970-476-8616 1000 LION'S RIDGE LOOP VAIL, CO 81657 DATE; 04/03/06 PLC JOBS: JVK III LOT 3 LOT 3 LOT 1 135,5' TRACT B LOT 1 l27.9' TRACT B 6z.s' ix 2= I I z I N� 4n I N I I � I O D I C I WW Aa 00 00 00 00 03 s (L,�, o.= 0,s $� 60.8 oz 8140 I I 8140 8140 8140 J BUILDING 4 8120 STORM SEWER 8120 8120 _ - STORM SEWER A AT AND BELOW 8100,00 \ 8120 2 STORY WOOD AT AND BELOW 8103.20 TUNNEL TUNNEL 8 FRAME STRUCTURE - 1 alo0 a10D 8100 I _�ri STORM SEWER k : � �t �,, :. W 8097.44 24" RCP �''r, k,sfs 8100 MAIN LEVEL F.F. -� 8105.4 DArv�ry w 7 $ #pr fi r i nt+f ; • DIP UNDER CONSTRUCTION} AT AND BELOW 8100.00 - � 1� , -L-� r �r y f f dr �7 �7Jrh< fr 4 0 � :� � i ��� � � ��,y �� r�� k , � ,- SANITARY SEWER g 25.6 y-�r 17.9' � � �NO ROOF PEAK ELEVATION) � �''' ..�� �� -� ��x�� �� � AT AND BELOW 8099.7 " 0+00 EASEMENT LIMITED BY 1+00 2+00 0+04 A M NT MIT Y 1+00 ELEVATIONS AS SHOWN ELEVATIONS AS SHOWN THIS SECTION ONLY THIS SECTION ONLY A .2� RCP IJh'E1IN�1��' I�S7 OIL �Y,4WZFXRr S�' AVT I sca r• AVF rn .WWdr 1.52' 58.01' 1 �-r r 1.67' L7 f 42• MENT DRAINAGE EASE (RECEPTION NO 908760) _ r 4 6 L5 ��_, � 'A 584'15 31 W - 137.84 O GRAPHIC SCALE LOT 1 4, im N 10 0 5 10 20 • 8' ANTLERS CONDOMINIUMS ,A ��1 • N4! (BOOK 226, PAGE 820) ( IN FEET } • G / I -,o fr B UILDING 4 DE TA IL. 1 inch = 10 ft. 9•a�2 �pJ r BUILDING 1 0 N J BUILDING 2 1 ;A������� s`0���`�y BUILDING 3 ��o N '68� L'�0 g� LOT 2 �$.9� �s J��a SEA�,�, _ '► 5.64 •A:Z 49 X �� r► - N6°� IMPROVEMENT LOCATION CERTIFICATE BUILDING 4 / / I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED (SEE DETAIL) / FOR RA NELSON _ LOT 3 l �\ / ' THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, 'AND THAT IT IS / NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE f✓! 2.451 ACRES �^ / IMPROVEMENT LINES. t / I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON • T0,1Z' �-. ��1 THIS DATE, 02/06/06` EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE $.65 "'� / BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS r 1� 0 ✓ /5 • UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, n•56 G �0' tp �9 EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY N�Ar•12 1 J ' 2$Z• EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. X19 DATE: _ Iii�] ------ --------- / / 5��� �0�4 •.+f B•c��� RENT � DOP.LS. NO. 27598 1 1 � / MONUMENT LEGEND / 9 � a Z� L1 1 Q/ FOUND No. 5 REBAR WITH ALUMINUM CAP, L.S. No. 33655 "o / `Psj ••«• °5�� ,tom ��l LA1�� - N / ® FOUND No. 5 REBAR WITH ALUMINUM CAP, L.S. No. 27598 r1 �1 R All PATH AS EM T / 8 3 TRACT B FOUND MAGNETIC NAIL WITH WASHER IN CONCRETE, L.S. No. 27598 O„ 1�' 1 E (RECEPTION No. 9087 9) (VAIL/LJONSHEAD, THIRD FILING) O N� ° �O p' C� �m0 � � �� 898 DO' pES GN REVAEW . DO �, 1 °.1 •r�6"� - STAFF APPROVAL 2 D N LINE TABLE VT - E13 LINE LENGTH BEARING __ C_/ 0 0„ E1 49.77' N07'07'48"W N31.40'14nW - 1.44 LINE TABLE E2 5.66' N32'42'1 3"W • GENERAL-NOTES LINE LENGTH BEARING E3 3.24' S57'17'47"W GRAPHIC SCALE $9.7 L1 6.35' N20'17'11"W E4 15.59' N32'42'1 3"W N�f •�Q�W 1. THE SOLE PURPOSE OF THIS IMPROVEMENT LOCATION CERTIFICATE IS TO SHOW THE CONSTRUCTION L2 4.79' N20'17'11"W E5 5.00' N57'1 7'47"E 30 0 15 30 60 �7.2g PROGRESS OF BUILDING 3. OTHER IMPROVEMENTS EXIST ON THIS LOT AT TIME OF SURVEY, N S L3 59.18' N69'42'49"E E6 62.26' N3242'1 3"W' _ 2. BUILDING TIES ARE INDICATED IN PARENTHESIS. L4 4.79' N2017'11"W E7 10.38' 569'40'21"W 00 0 " E8 70.82' 531'27'38"E ( IN FEET } ��i c� 3. APPROXIMATELY 1--2' OF SNOW ON LOT ON DATE OF ILC, OTHER FEATURES MAY EXIST WHICH WERE NOT L5 59.29 N82'49 24 E 1 inch = 30 It m z • „ . VISIBLE NOR SHOWN HEREON. L6 18.52' N39'1O'12"E E9 27.00' S07'11'35"E � � � N31 4014 W - 1.44 L7 4.88' NO2.44'06"w E10 28.87' S3242'1 YE Ir�ln O 4. TERMS. CONDITIONS AND PROVISIONS OF AGREEMENT PERMITTING ENCROACHMENT RECORDED JULY 20, 0w 2005 AT RECEPTION NO. 923304. LS 65.38' N68'30'09"E E11 3332' 9.10 5. PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO L9 20.54' S21*30'33"E E12 129.43' S18'27'07"E � G IMPROVEMENT LOCATION CERTIFICAT .77 ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS--OF-WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN L10 30,00' S83'59'1 9"W E'13 10.01' S74'1 2'56"W $� THIS IMPROVEMENT LOCATION CERTIFICATE WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER L11 3,15' S15'46'41"E E14 129,43' N18'26'49"W GORE CREEK RESIDENCES, BUILDING 4, FOUND CHISELED "+" No. VC50006780.1-2, DATED DECEMBER 27, 2005 AT 5:00 P.M.. LOT 3, WEST DAY SUBDIVISION IN CONCRETE 6. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY y REPLACED WITH BRASS TAG DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, CURVE TABLE TOWN OF VAIL L.S. No. 27598 MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS ROM E DATE OF CERTIFICATION SHOWN HEREON. CURVE DELTA 0 F RADIUS LENGTH TANGENT CHORD CHORD BEARING EAGLE COUNTY, COLORADO ,p `rr PEAK LAND CONSULTANTS, INC. ��� EC1 25'43'33" 177.25' 79.59' 40.48' 78.92' S74'12'56"W PEAK LAND SURVEYING, INC. 970-476-8644 FAX 970-476-8616 DRAWN, JVK ill REVIEWED: SHEET 1148.1 1000 UOWS wDM LOOP VAR, CO W1157 DATE: 2/6/06 PLC JOBS: JVK 111 Ir � ,,",,111111. f�+ r,�1,, � ,� ". ��� , - .' r. •�1�r' � + I - 44+','4Y' l r f�r ,'�'4y GY h •rffi� ,.' 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PLYWOOD SUB cv REFER TO DTL. 2/A521 Y I ,1- - - = A113{I FOR DIMENSIONS ® , = 3'_7" 4'-Oy2 2y4" R <N'>l EL.= 0'-0- REF � K ALYIN$BNGINEk7l1NG,INC BAY, SIM. � O �, ING N - ANTRY VAU.COLORADO 1 NAgD�A�s�i UMPOIR A10 !\ N I ;� UTILITY BIN M r ; }r N Ar103A ° A345 D STN Al Q A113 PROJECT NUMBER: 20900.00 I wwow w ww www N1 N =N ♦ �. ° M A103B POW E W D W M ISSUE REVISION DATE #30"AFF I - Q " 1 f42"AFF POWDER B105A I ' M D a 1 t30 A 1005 N ENTRY BREAKFAST ROOM "� ® AS.I.200161 07.29.05 A.3 ala3 WD Biia 1 ! 4 - - - - -1 .- - - SKI A102A LOS E1. SIM A901 - z 1 I m Aiaz 1 wwrrawwwww - www ` A345 iv K3 � ENTRY PORCH I I � _ " � B ! A a1 1 1 IN 3'-2y2 81038 t30"AFF 1 iD A - -- — w• w w w w w w w w — w w w w w wow w w — Now Now �r I 1 I K1 4'-8y2"I 1048 w ONO 81004A ;EC A521 ! UTILITY CT PLAN! PLAN NOTES: L — J— - -- — — 1 B1� e ,-5y2 L ! 1 . REFER TO EXTERIOR ELEVATIONS K4 BENCH M1 Q1 U K FOR WINDOW TAGS. 1� 2. DIMENSIONS ARE TO FACE OF 40 N"- ""' — ONE w — — — � STUD OR TO CENTERLINE AS SKI CLOSET INDICATED. A342 !� B1� I 3 GRAPHICALLY CATEDIDTU N O UNIT A , ! ( ) 1 810 ENTRY PORCH I 1 4. REFER TO INTERIOR DWGS. FOR ALL II I K1 e1o1 I 1 FIXTURES, APPLIANCES AND FINISHES, 4 5 TYPES TO SHEET A611 FOR WALL 6. REFER TO SHEET A711 FOR DOOR I II A521 ` I I SCHEDULE. I f I ! BUILDING 4 Mum"' .�1 —— •.�.'�— — —.`—'..— —..� MAIN LEVEL PLAN K2 TYP. ® T a , PIERS 1 BRIO A341 25'-„' 14'-,y2” 26'-7p MAIN LEVEL PLAN B 1 1/4" = 1'-0° B ea-,►�roz.dwy 1 2 I 3 UNIT 4 Al 42 L -Al l 66'--7y2" N DOOR SCHEDULE DOOR SCHEDULE (CONro.) © 2004 42140 ARCHITECTURE, INC. R FRAME SIZE DOOR FRAME Q� GOjO�q DOOR ROOM NAME SIZE DOOR LABEL HARDWARE REMARKS DOOR ROOM NAME LABEL HARDWARE REMARKS NO. WIDTHJHEIGHTJ THK. TYPE I MAIL MAT'L HEAD JAMB THRESHOLD (MIN.) SET NO. WIDTH HEIGHT THK. TYPE I MAT'L MAIL HEAD JAMB THRESHOLD (MIN.) SET E. RANDAL JOHNS N UNIT TYPE A UNIT TYPE B ' f� T07B LOWER ENTRY - - - - HM 1 PT HMI PT - - - 180 - Refer to Tunnel Construction Package TOBB GARAGE ENTRY - - - - HM I PT HM/PT - - - 180 - Refer to Tunnel Construction Package T07C GARAGE 16 - - - - HM I PT HMI PT - - - 90 - Refer to Tunnel Construction Package T07C DUMBWAITER - - - - HM I PT HMI PT - - - 90 - Refer to Tunnel Construction Package T07D MECHANICAL - - - - HM I PT HMI PT - - - 180 - Refer to Tunnel Construction Package T07D MECHANICAL - - - - HM I PT HMI PT - - - 180 - Refer to Tunnel Construction Package A001A CLOSET Pr. 1'-6" T-0" 1314" A WD 1ST WD 1ST 10/A712 91A712 - 03 B001A LOWER ENTRY 2'-8" T-W 1314" A WD I ST WD I ST 101A712 91A712 - 06 w A0O1 B STORAGE 3'-0" T-W 1314' A WD 1ST WD 1 ST 10/A712 91A712 - 06 B001 B LOWER ENTRY 2'-8N T-0" 1314" A WD I ST WD 1 ST 101A712 9/A712 - 06 V A002A BATH 1 2'-4" T-W 1 314" A WD 1 ST WD I ST I GIA712 91A712 - 02 B003A STORAGE 7-60 Y-4" 1314H A WD 1ST WD I ST 101A712 9/A712 - 06 Low Door to Under-Stair Storage �!:A00 BEDROOM 1 2'-8" 7'-0" 1314" A WD I ST WD 1 ST 10/A712 91A712 - 02 BO04 FAMILY ROOM 4'-9 314"x W-2"(unit) B GIST WD I ST 61A712 7/A712 31A535 - 05 Slider W 0 A003B BEDROOM 1 Pr.Z-O" T-0' 1314" A WD 1 ST WD 1 ST 101A712 91A712 - 08 Bi Pass BEDROOM 2 2'-8" T-W 13/4" A WD 1 ST WD 1 ST 101A712 9/A712 - 02 in >4 BATH 2 24" T-0' 1314" A WD I ST WD 1 ST 1OIA712 91A712 - 02 B006 BEDROOM 2 Pr. V-10" T-W 1314' A WD I ST WD I ST IGIA712 91A712 - 08 Bwass A '� A0048 BATH 2 2'-4" T-0" 1314" A WD/ST WD 1 ST 10/A712 9/A712 - 02 13007 BATH 2 2'-4" T-W 1314" A WD I ST WD 1 ST 101A712 91A712 - 02 w A BEDROOM 2 2-8" T-0" 1314" A WD 1 ST WD I ST 101A712 9/A712 - 02 B BEDROOM 1 2'-8" T 4" 1314" A WD 1 ST WD 1 ST 1 OIA712 9IA712 - 02 0 O BEDROOM 2 Pr. 1'-8" T-W 1314" A WD 1 ST WD 1 ST 101A712 9/A712 - 08 Bi-Pass B008B BEDROOM 1 Pr. 7-W T-0" 1314" A WD I ST WD I ST 1 OIA712 91A712 - 08 Bi-Pass (� �- N - " - 21�N N N - � \ \ A007 FAMILY ROOM 4 9 314 x 9'2 (unk) B GIST WD I ST 6IA712 71A712 31A535 05 Slider B009 BATH 1 L T-0 1314 A WD I ST WD I ST 1OIA712 91A712 02 A007B STORAGE 2'-0" Y40 1314' A WD 1ST WD I ST 10/A712 9/A712 - 06 Low Door to Under-Stair Storage B009B BATH 1 2'-4" T-W 1314" A WD I ST WD 1ST 1 OIA712 91A712 - 02 �T. w � x V Al 02A SKI CLOSET 21-6" T-0" 1314" A WD I ST WD 1ST 10lA712 91A712 - 07 Provide weatherstripping B102A SKI CLOSET 7-6" T-O" 1314' A WD 1ST WD I ST 101A712 91A712 - 07 Z Al 03A ENTRY&SIDE LITES V-2 V-W 2114" C WD I ST WD 1 ST 31A712 21A712 8/A531 - 01 Arched top T-W wide door. B103A ENTRY 3'-0" 90 2114' Cl WD 1ST WD 1ST 31A712 21A712 81A531 - 01 Arm top door. 0 A103BI CLOSET Pr. V-6" 7"4" 1314" A WD I ST WD 1 ST 1 OIA712 9/A712 - 03 B103B ENTRY Pr. V-60 T-W 1314" A WD I ST WD I ST 10/A712 91A712 - 03 A103C DUMBWAITER - - - - HMI PT HM I PT - 81A712 - 90 04 Refer to Tunnel Construction Package B1 UTILITY 2'-4" T-0" 1314' A WD I ST WD 1 ST 10/A712 91A712 - 06 0 A103D DUMBWAITER 2 VERIFY 2'-8" 1314' E WD I ST WD 1 ST 81A712 Door to Conceal Rated Metal Door B104B DUMBWAITER - - - - HM/PT HM I PT - - - 90 04 Refer to Tunnel Construction Package O 1 PO F12 lA - O A103C DUMBWAITER 2 VERIFY 2'-8" 1314" E WD I ST WD 1 ST BIA712 Door to Conceal Rated Metal Door A105A BREAKFAST ROOM 2'$' T0 1314" A WD 1ST WD/ST 1 OIA712 91A712 06 0 61 POWDER 2'4" T-W 1314" A WD 1 ST WD 1 ST 101A712 91A712 - 02 107 ING R l Slider. B108A DINING ROOM 5'-10"x 8'-20(unit) B GIST WD 1 ST 61A712 7IA712 5IA632 - 05 Sliding patio doors, OWNE"EVEDMIER Al 10A MASTER BEDROOM Z-W T0 1314" A WD 1 ST WD 1 ST 101A712 91A712 - 05 VAIL RESORTS All 1A MASTER BATH 74' T0 1314" A WD 1 ST WD 1 ST 1O/A712 91A712 - 02 1320 BATH 3 2'4' 7'-0" 1314" A WD I ST WD I ST 1 O/A712 9/A712 - 02 DEVELOPMENT Al I IBI MASTER W.C. 2'-W T-0' 1314" A WD I ST WD 1 ST 101A712 9IA712 - 02 B203A BEDROOM 3 2'-13' T-W 1314" A WD I ST WD 1 ST 1OIA712 9/A712 - 02 COMPANY Al I 2A MASTER CLOSET 24" T0 1314" A WD/STJ WD 1 ST 1 OIA712 91A712 - 06 B203B BEDROOM 3 CLOSEI Pr.Y-Ow T-W 1314" A WD I ST WD I ST 10/A712 91A712 - 08 Bi-pass AVON,COLORADO Arm.-roFn Al 13A UTILITY 2'-13" T0 1314" A WD I ST WD I ST 10/A712 9/A712 - 06 B204 MASTER BEDROOM 2'-8" T-W 1314" A WD 1ST WD 1ST 101A712 9/A712 - 02 B2,14B MASTER BEDROOM 4'-8'x T-2114'(unit) D GIST WD 1ST 61A712 SIM 71A712 51A532 SIM - 10 French Inswing ■ '� A20i BEDROOM 3 2'-13" T-0" 1314" A WD 1 ST WD 1ST 1 OIA712 91A712 - 02 B2 MASTER BATHR00 2'-4 N T-0N 1314 N A WD 1ST WD 1ST 1 O/A712 91A712 - 02 AM BATH 3 2-4" T-W 1314" A WD 1 ST WD 1 ST 101A712 91A712 - 02 B205B MASTER W.C. 740 T0 1314' A WD 1 ST WD I ST 101A712 91A712 - 02 °erww,Cakwad0 A202B BATH 3 W.C. 2'-0" T0 1314" A WD I ST WD 1ST 10/A712 91A712 - 09 Pocket door. B206A MASTER CLOSET 2'-4" T-0" 1314" A WD 1ST WD i ST 10/A712 9/A712 - 06 U&STER " '� DESIGN ARCFQrF.CC MM CLOSET 3A 7-3" T-W 1314" A WD I ST WD 1ST 10/A712 91A712 - 06 NOTES: HART I HOWERTON A203B CLOSET 3B 2'-3" T0 I We A WD I ST WD 1ST 101A712 91A712 - 02 1. FINISHES:Refer Specification Section 06710. NEW YOM NEW OM BEDROOM 4 2'-13" T0 13/4" A WD 1 ST WD 1ST 10/A712 9/A712 - 06 2. Patio Doors have been scheduled and cowthated according to TagW spoft details. If another manufacturer is selected padon door sizes may require adjustment. STRUCTURAL ENGUrEFn MONROE&NEB ENGROMn INC A205A CLOSET 4A 2'4" T-0" 1314" A WD 1 ST WD 1ST 101A712 91A712 - 06 AVON,COLORADO MECHANICAL ET ECrWAL ENGRaMR A205B CLOSET 4B 2'-4' T-0' 1314' A WD 1 ST WD 1 ST 101A712 91A712 - 06 M-E E G AVON,COLORADO A20 BATH 4 2'4" T0 1314" A WD 1ST WD 1ST 101A712 91A712 _ OZ DOOR MATERIAL LEGEND A206B BATH 4 W.C. 2'-0' T-0" 1314' A WD 1 ST WD 1ST 101A712 91A712 02 A UG LORM* IN� jTAiI,co�,onADo PROJECT NUMT3ER: 20900.00 GENERAL N= MATERIAL FINISH REMARKS 1. See Building Elevations for operator indications. HM HOLLOW METAL PT PAINTED RE: ID ISSUE REVISION DATE 2. Provide Tempered Safety Glazing where required by code. Door Type Elevations on this sheet indicate glazing that WD WOOD ST STAINED RE: ID ® A.sx•13910/°I 07.29.05 shall be tempered with the symbol T " G ALUM. CLAD WOOD ST STAINED RE: ID W/FULL LITE GLASS 2x6 WOOD TRIM v—GROOVE SEE ID WOOD INSUL. DRAWINGS PEEPHOLE GLASS }� FOR DOOR MESQUITE WOOD SPECIFICATIONS 5" TYP. SEE WINDOW SCHEDULE w v � w Q w V) r 4 OD LO _ _I A W I T r, r` E 54 3 W VERIFY TYPE C (WITH SIDELIGHTS & NOTE: INCLUDE FRAME o� PEEPHOLE DOOR) DOER T T NECESSARY �I` T WEATHERSTRIPPIN I 1 & STONE TYPE Cl (NTH HALFLTE GLAZING) SCHEDULE THRESHOLD RESIDENCES 3'—Q" SEE SCHEDULE 3'—O" 3'-0" SEE SCHEDULE BRIO T DOOR SECTION DETAIL DOOR TYPE A DOOR TYPE B DOOR TYPE C DOOR TYPE Cl DOOR TYPE D DOOR TYPE E A711.dwy 711 /�.( did: I f,r � i/ yri ��`• �r a ` f (�(7��r .1 M. }t'r./ f Y� i' �,�('� r �fy,f,,rf���//fI 6sF ���•r�;�fF �«�PJ ' � ' IS��� J� '� •,Jl lip J ?I. r / 1, !r �, r"I, i.Il� / ;�% f *e �i # ,,�' !t''!r ',.,,�' �!i,. •%• '�+ .�r� e •1,' .w ,. l i �' :y� �;Iq/f{1 ��-�✓��/, rrl�� �! i�� �4F :,� �7f r �, �',► � � '�%/.sP �, �� �J �?� r >� I i �• .r ra`°" f °./� (' /� � � - .�. .f;a ( it. •, -'p1�r f � I 1 d a. � � � -rte.., � , �i I ��! 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I t ��7 :i,��r `� _�� _��"�'r`� �+ � ��� `' l!���'�� 9��`"f .fir ��} � •��,`,.;� 1 ' III/' `�, ,} 14tt` }y al .� .-=� �., •„�.'��-' ��`( � �. � `_�•,:t i /f r '����',�-/ d I.,�� � �` � •�_ — A.� �- —..w:�:�=ter - � �� •{• �` ����/���.��� �!�,�,� � ! 1. it I l!'{�)/��: /,/•' F _ i f',� - ��.►�^ - J .� r / < f qw- OF 7 - 163 In- ®2004 42140 ARCHITECTURE, INC. 51-5' 101-15/00 4'-4• 2W-11 5AD" 13'-8 9/4' W-4 1/4" 0 10'-1 5/8' 51-50 5 1 V,40 151-3" - 14'-O" - I 9'-Q" 14 P-3" 7 RE 1 NJ a _ Q , 75687 WOOD F RAMMy NOTES: L J I I 07 I. ALL Hom FFtAMINS JOI5T5 SHALL BE L.PIM2 TYPE JOISTS AS t� - T - - ' - - _ MANJFA.,TURED BY LOUISIANA PAGIRIG 001020RATION. ALTERNATES I ' r- k'-b■, I I 3'�4" X 5'-q" X10" FOOTING WITH (4)-ft f+' I y� 21 11" LONENTUDINAL AND SHALL HAVE BGUAL OR GREATER GAPAC4TY AND SHALL IM - REVIB�BY THE 151GINBIR OF RECORD. L -;- J L __- � I " (6)-M"3 2. NLVL.' INDICATE5 LAMINATM VENWt LUI INK BEAD,A5 IWJFACT U1RW BY (� �-�•) - ��•) I ---- (TYPE®) ' I LOUIS~PACIFIC,C.ORRQRATION. ALTERNATES SHALL HAVE THE SAI E OR = ■It 1�"7 - W-16 V20 r ORMATER CAPACITY AS LISTED IN THE STRUCTURAL B�ERAL -II I 2'-11" 8 ' " W 3. ■INIPIGATES CAPUMN E%3'4N ONLY- 14JLTIPLE 2X FRAHM& NOTED 4. 5L.A8-ON n ON PLANS. I WITH 6X6 W2.1 X 1 I I Q - - ty W.W.F. RE& ARCH. roR I � I i - I I- Q 4. ■It GOL.UMN UP AND DOYi�I UhY.E56 IT BI RS ON ' COLOR RFOUI I I 1(D) ' CONCRETE WALL OR FO0TM9 BELOK OR IT 15 LABELM UP ONLY. - - - - - - - - - �- -� {-16'- ") �► J - - - - Q E-111-491 I I VDOTINO NTH (4)-�5 'S. < > INDlG�4TE5 TOP of SEAM ELEVATION OR PLATE HEI6F#T B.L'''1/ATiOhi. -I I'-I k In• / - f - _ =� �.: `' �z� " e. _. 6. INDICATES,TOP OF STRUCTURAL FLOOR SHEATHIN9 I TOP OF / -- -- ---- -- - -- -- - - EACH WAY ELE1/Anom. I SLAB / , - i6'Z') T ;, ; ° i I (-16'-2") (TYPO®) c I6 A 1. HEADI9� SHALL BE 0.1-2XO UNLESS NOTED G 14EIR St ALL +t WALL STEP [-11'x'7 TS,. 14X4XV2 I I p HEADERS SHALL BE BUILT OUT TO 5 I/2" 0 I/2") WIDTH BY E-12'-2 1/4"1 I I i I i P .� ADDINS PLYNOOD 5PAGERS AS IMMUIR®. _ _ - _ // _ _ _ TES FOOTINS I I �t i I' = I �- FRAME CA LUMN I- ( 40 " N 8. ALL COL�J 445 SHALL 19E C3)-2.X6 UNLESS NOTED OTHERKW- D 3 - WITH 6X6 W2 x -/fib 1/2 1 3/ O ��W CA ���SHALL C WnNIX■1� FROM FLOOR o - ------- __- - --_-.� W.W.F. �� I �. WOOD WN.IN-■Z7 �fP�L 1� {.I�/111 IRS 1�7�T, 7-WVI� - 1- N TO FLOOR OR FLOOR TO ROOF. TRIM- SHALL BE ADDED TO _ / I n I I o t i+ � a- - -- I I , O NOTED COIJJMN SIZES AS'1105=IREV. - gyp, i I I "-' u 10. TES INTERIOR BEA aw WALLS FLOOR JOISTS A . / FOOTING 1L I i I I F \ TOP of = "^ BFJ�1N9 LOCATTON5 SHALL LINE UP WTN sTUVS Bd.OhL 5T�P I 2 I J• I -- 5L,4B I '� ' I I I FOpT1 (AW-20) T5. 1}IX4 T. R{ II. ALL EXTERIOR.WALLS SHALL BE CONSTRUCTM USING 2X6 n I I i I \ , STUDS. REFER.TO EXT�IOR WALL DETAILS FOR ADDITIONAL STOP ..�j _: WALL w 1l�ORh'iATION. EXTERIOR 5TLID3 GAIN EE SPAGISO 2'-0' FOR I I' I 4 I I Q I ' ' i i I \ .'s - \\ �- 5 ' M+I M-1.5 SNORTER THAN IO'-0 STUDS SHALL BE SPAGL'D Ito" I I = I I I r I -�" - r \ r -- - 12 2 I/4"] - ��[;/-, FOR WALL SHORTER.THAN W-00 AND TALLER THAN 10=00. I I I N I i 0 fl I y ' ' _ - \ I TEP I 12 LPI/32 " I I 12 LPV32 12. ALL BE/MMEAM AND GONEGTION5 SHALL BE =p I I ( AT I'-4" I AT r-4" I i I i n FOOTING --''�► I n MADE WITH S1NPJ M SIM PLATE CAX#M0TOR5 L"-E%NIOTM !f�l T i {I I I ! 5T'EP - -----� _ w o OTTfRWlS>E. '6 I j I 7 _ I I� N -12'-0• i r _ 13. M ARC.HITEGTLWAL DRAWINSS FOR LOCATION AND SIZE of - I I I I fVl ., I I TOP OF I j I� \� _ a IzDIJ9I1 oP�In+es IN WOOD STUD WALLS 5 I I wA�l L sTC-P I s}-'7 'S/8• 13'5 V2* I I 13'-IO 3/4" ' L' - --I PLYWOOD i I a ' \\ qo a 14. �71N99 DE AIT Leg _ ORANMFI9°i fFOR I W�DRAIL STAR \\ I FOion I 120 1/L IN-LI I ■I I i I i I I \ IS. ALL Ex1EwoR WALLS 5H/111 HAVE GO�fnNuous STUD' FRONT i;1 \\ I STEP i WITH SFEA 5 �!5 T'S, 4X4XV4 FLOIOR TO FLOOR OR FLOOR W ROOF ONCAMNG RAKE WAL1..W 0 \ _;` \ STEP BOTTOM i I �p i I I \ y. _ I OF FOOTING I i 6X6 COL. GoLtJNIN 1 I I I ■ -- -12-O �. _ 12" L.Pi/32 ,�I I N N \ ' _ -� ' S N6 ® r , TOP OF I �l I (2)-12' LPI/32 r AT 1'-40 - FOUND�4TION 1VOT3=S- ® o I PLYwor�v I I AT 1'-4• i - I. DATUM eUMVATTON O O'BCa UAL.9 U563 ELEEVAT'ION 001'1'-3". C.3 - - I - - _- - $ - - F �TITN I I I I I I IA �D OWNFR/DEVEL.oPER 2. UCXXL>M INDICATES TOP OF F 1UNDATION WALL ELEVATION. slMhsON ON 6X6 I INS RESORTS 3. OOCXR-X") INDIGAT'M TOP OF roanN9 ELEVATION. A i I WITH )-- 5 T AND I s LT I ? I FODTIN9 I // ' , DEVELOPMENT F00TTNfa i sI o I � ■ STEP - " 4. GONTRAGTOR SHALL FOLLOW ALL LISIM IN SOILS I 4-6 X 4�fi X 1 2 I i / = SORT. I I H1D5 " ,� x I I sT'EP I -1 I EoOH1�,W1TH (5)-ws I I I / '��`�'// �' COMPANY S. C.ONIRAGTOR SHALL PLACE W-ft VERTK.ALLY FULL 456W OF = 1 I I I I n - i e N • i I I5' 3/0• 4'�i• �'-o- ' AVON,COLORADO WALL AT 6001 SIDE OF ALL WALL STEPS H18FiER THAN 4-0 IN p I I T - i I 3'-6 X 3-.6 X 6 I WITH / ADDITION TO WALL 5k10y,N OT�ERhM5E T -I `, i I DEEP F�OOTINS WITH ( (-12" L - ® I - _ I ` ARCLIITECTOFRECORD I C3�S EACH WAY 6. ALL FOOTIN95 IN GRAhLSPACe5 BE BOW..K FILI WITH _ = I FOR t- G Sca111I NS WAJ.L GONPAGT® STRUCTURAL FILL TO THE TOP OF TIE FOoTIN9 I I 5INIMUK aUNL SS,NOTED OTHBZWI5E ON PLANS OR%1OWN ON �'I eELOw SHEAR WALL ABOVE '�I r n '� I ■ J i r SINPSON HVI5 1. FLOOR�/ATION5 SHOW ARE AT TOP OF SLAB OR AT TOP OF �I I -t I -i SINPSON H1J i I , I I ~ � I I 1 6X6 COL. i 'r �� PL1fr�lOOD FLOOR 5FFATNIN6. '�'I n i I I I I-1,RP161°R I i�n I - _ r I I 4X 4 I ON 6X6 COOL. Denver,Colorado 8. FOOT1t+19 ELEVATIONS 51i0Y+W ARE MAXIMJNIS AND MAY N® TO �+ r ALL I I `=i I - I EACH END I,., i i , '" i i FOOTINS BE LOh�t® DIJE TO 501E cmix nom . VAIPY GHANeFS WITH STEP i I s I n 1 I n I L " J4 ■ I I i i 5TI�P " MASTER PLANNER STRUCTURAL 19401439k I - X X I I t o '■ I G DESIGN ARCHITECT I I LOU 1 1 TH ( I 4. PLACE SLAB ON eRADE ON 5TRIJGTURAL C.OFIPAGTI9?FILL OR = I n I I 4-0 4-I 2-6 2X10- I - _ ` I ! + HART!HOWERTON NATURAL. GRADE AS AlTLl1� IN 5OI15 REPORT. I _ - AT I L40 I GOI I I ' NEW YORK.NEW YORK 10. IJNL.IsS SSE NOTED - ALL SLAB ON GRADES ARE W THICK - : I,t'. I N I IZ" L P1/32 I I NTH 6x6 W7.1 x W7.1 WIRE FABRIC. _ I AT 1-4" �t ToP of i I -- ,1 - I 14 _ �.. _ STRUCTURAL ENGINEER 11. PROVIDE CONTROL .JOINTS OR CiON511aKiT1ON JOINTS AS SHOWN I • I-- -- �-+ MONROE&NEWELL ENGINEERS.INC ON FOUNDATION PLAN. MAXIMUM 512E OF EACH AREA SHALL NOT I a I I -I6-2 i _ s PLYh100D I I 5'-4• X !5'-4- X I=3" I '- I AVON.COLORADO Encl� 225 1"T 2 I I I a1= s I - : ■ F'Oi0TIN6 WITH (b)- 5 M-EF.NCINFFRS. i I I (2) Lrs LVL I .,,,F!32 I EA 1 Yr14Y I I MECHANICAL ENGINEERS.CIR RS.INC I ENGINEER 12. CAXORA CTOR TO COORDINATE ALL DI1ENSIONS AND DETAILS I I I v I AVON.COLORADO ORADO KITH ARCH1TWTIJRAL o$U"t4 9S: - I " 0 01 I I s'TEP I aj i CMLENGINEER 13. OIL FOxb� - - - - I _ ALPINE IL.COLORADO.ING B.7 - - I _ I vAn. 14. R�TO ARGFNTBGTIIRAL E)RANN95 FOR STAIR PRAMIN9 DETAILS FOOTINI3 _ _ 3'-6'X3'-G'X6 D1�P I I I '. AND LMV MS 91-AD 13"ATk 't •�i = - - - oPENIN5 y ll� P f i -I6-2" WALL O I '_( i q ,-�p PROJECT NUMBER. 6285 ;Y t� 15. ARCHTWWRAL LAND�PEA,DETAILS AND MZVATIONS. ■ I I i ■ 3��x 3'�c ; TE n I I TGRAWLSP� STEP h ! I n ISSUE REVISION DATE SITE WALLS SHALL NOT BE GOM6GTED TO THE BUILDING UN�56 PIER RE1 PER 6/54.41. (2'S' X 2'b") I Br4CKFILL " I i= NO'TE17 OTHE3IJ�p5E. -' I ' LPI/32 TOP OF PI - -15'-2" 16. r = INDICATES CONCRETE WALL AND P00TIN9 CONSTRUCTED UN17l3L r `, A • t- REt TUNNEL 1 ATION PLAN ik I I I .I I i u A.S.I.21 0$29.05 SEPARATE PERMIT. - ` I i I I I I O (I TOP OF AT 6A3ZAfaE i L 123, ■) 11.OX INDIGATE5 SHEAR WALL REt 50MMLE FOR ANCHOR BOLT SPAGIN6 I _ I I �1 SPACING AND 1MAL.L 12" LVL I u I n ; A.3 - - I I - �, ---- - J3 i -1�r1NG 1 4 STEP I I 1-4 I I WALL ' B SHEAR U1 41-L SCHEC>ULE - - I GRANLSPACE _ " STONE VENEER I AGCES6 - - A I REt A;ZCH. 2X4 AT 1'--4" BATTED I I I a PIER WALL WITH I/2" I I SFIAFT I I PLYWOOD SHE.A114INS # I I 5U1LD1Nr-z FI-A-M hI1 TREATED "6 L_ -J .. a. ANZ�) �I ANG110R BOLT Fou ATION FLAN AT 2'--00 a^• :- x = Exxx-xx"] 1/4" = 1'--O" DIM _ .. (RU�t PLAN NTH (8� .•. � w'. i I I ' i #5 VERTICAL 4 (3) - TTES AT 1'--4" - ;' I BUILDING#4 L ' ■ ` (8)- 5 X 2-0 a ° L 6X4X3/8 (LLV) WITH ° 2" CLEAR 3/4.6 EXPANSION A A401R I I I I GARAGE LEVEL FRAMING r AND FOUNDATION PLAN 6" ,•. :, A. VA. TYPIGAL AT 1'-6" MINIMUM 6" FROM I I I _• EVSE OF PIER . . BR9 RE- PL.AN FOR °• • •• • T . ■ f=oamw Q 13-4 ?f71 7 1160 12'-4 1/8' IW-3 112" I 51 . 40 r 4 t -*- 2W-11" 14'-I 112" REt PLAN 66L--7 1n' 6ECTION 5/4" - P-0' I I I ®2004 42140 ARCHITECTURE, INC. c� GOIUNM AND PIER GOLUrIN AND PIER C GOLUMFI AND PIER &Xb &Xb I f I REG4 coL� oQ�. ;F. 1568E r 4 ' SHEAR WALL SCHEC>ULE ! I I AL+ 1/4" STS_ 5ACnXE I 4'� I/2" '-4 L/4° 4'-O" 14=2" 1 e-I. PEP TO COLUMN X v L -y 1 r'C.OLJJh'IN (2)-2X12 1 1 T5 14X4XI/2 I I bleb I I AT f'-4" FRANE GOLlJN�I COL mo N 6 10 I b I 1 1 6X6 1 X6 TS 4X4>01- COOLmm- COLUMN 9W4 ENNI --O'-21/2" O ' TOP OF (3)-4 I/2" L.V.L. T5 IOX4XI/2 , , I (2)-2)02—) b4 PLYHOOP I t-$ 5/4"> I I AT I'-4" TS 5X5XI/4 r + L— i i coLUHN UP; r , U100D �izr t"waa�T ° r / (W-12r LFI/32 cCADLUMN �y� P-40 WW1-i1� i�l� O • � I I. ALE. i 1000 FRAMING JOISTS SHALL BE L.PI/32 TYPE JOISTS AS �.3 _ _-- - - - AT n + AT I=442 {'b MAmwACTURED BY LOUISIANA PACIFIC CORPORATION. ALTERNATES }-Yq I/2" L,V " v I . r w SHALL NAVE EQUAL OR GREATER CAPACITY AND SHALL BE 1/4 STEEL I 0}-?.� "1-& I/8 I-4 3/4 I"' f?E`,fl� BY THE ENGINEER OP RECORD. -� SADDLE I I I ----- W t� ■ TO SEAM 1, O 2. 9-V.L." INDICATES, LAMINATED VM*M R LUMBER SEAMS, AS MA141FAC4`URED BY _i ' � + � i r 4 � COLUMN , I GOL 1JNW r � L.OULIUANA PAGIFIG GORPIORATION. ALTI3ZNATES SHALL HAVE THE SAME OR (4 12" L.V.L. lI' ;----- r -0R-2 112° GREATER CAPACITY AS LISTED IN THE STRUCTURAL SAL Wig, 12° LPI/32 ! I i i TOP' OF Q . ' AT 1'-O" ! r r PLYHOOD I ! 3. 0INDICATES COL.UHN DONN ONLY- MULTIPLE 2X FRAMING NOTED PROVIDE t'-6"X 140 i 1 i I T'S14X4 w PLANS. OPE�lI1+lE3 FOR I I I I 1 1�y I , FRA1"E 10 M�1 I 12" LP1/32 a ��- iJtLOW ��-�� � � 1 4. ■ INDICATES COLUMN UP AN D DOHNI UNLESS IT SEARS ON AT P-4" R t ' ' (?3-IZ' LPI/'S2 (f� CONCRETE WALL OR FOOTMNS BELOW. OR IT 15 LABELED UP ONLY. _ AT 2k.O'2 I + i AT I'-�— - - 5. < > INDICATES TOP OF SEAM ELEVATION OR PLATE HEISW ELEVATION. ,p 1 (4 12° L.Y.L. I 1 i i t-O' $/4h 1 Z b. - INDICATES TOP OF 5T'RIJGTIJRAL FLOOR ShEAT'HINE3 �0 i� `---- i I �2X�6 O Elfy//�TLC*L s11NP5ON i 1/4" TEFL SADDLE I 1 H �} I 1 410 TO SEAR W1 EACH END G%A*vlN -1. HEAVERS SHALL SE 0)-2X8 UNLESS NOTED OTHERWISE ALL I HANS EFt I I I --- (4��" L..Vl. 1 HEADERS SHALL BE 1SUILT OUT TO 5 1/2" 0 I/2°) WITH BY { EACH � O'-O" ® I ACOINB PLYV4000 SPACERS A5 REG UIRED. I I 0 • r r 12' LPI/32 AT 1-4LPI/32 P Y Y I I I AT P-00 12° LPI 2 8. ALL C.OLUMN9 SHALL BE 0)-2X6 UNLESS NOTED OTH RWI5E. � AT 1'-4" Y r J 4. Hoop- GOlaJ m 5HA<.L HE GONTIMa01J5 PROM FLOOR SHEAR, WALL :4 I ■ � PROVIDE I'-•6"x 1'-ar C TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL I3E ADDED TO 1 A�� i r M FOR FLUE 1 No Mw COLUMN SIZES AS REWARED. Ri=j ARG1i. FOR AT 2P/32 s g (3 12 L RE;Aft,- w 10. �j � INDICATES INTERIOR BEARINE3 HALLS. FLOOR JOISTS (4)- L.VL. BE ARING LOCATIONS SHALL LINE UP WITH STUDS HELOW. C.3 _ _ - - - D _� - - �' �AT�� AT P 32 ' ' � � OWI�IER/bEVELQPFR 11. ALA,EXTERIOR WALLS SHALL BE CON5TRUGT® USING 2X6 T � 1 ■ I ___ 0--0" STUr � TO EXTERIOR HALL DETAILS FOR ADDITIONAL -- -- �� Up ONLY � x-12° L.V.L. TOP � VAIL RESORTS IF RMATION. EX'T'ERIOR STUDS CAN W 5PACED 2'-O" FOR -� 2XB 4X4XI/4 I 2X6 PLYNOOD 0)-2X6 1 WALLS SHORTER THAN 10'-0". STUDS SHALL LSE SPACED 1-4" � � STRAPS T'� I AT I'-4" ��''" GOI-`�''" DEVELOPMENT FCMk WALL SFIORTt"R TI}�RFI 14'-O" AND TALLER TffAN 10'-O'. i AROUP� LVL BEAM r t 4}-?JG6 (2J 51 MST 1 12. ALA: f31rAN!/9E141r1 A1� GC)IJJMiN C.ONFEGTION5 SHALL BE l TO 5T1JD5 ABOVE) I 12" LPE/3 I - (?,�-12" L.P� STRIA COMPANY AT 1-4" C3 -2x10 4 AT 1'-4" LVL AVON.COLORADO MAPe WITH 504PSO V STEEL PLATE GONNWoTORS UII.E55 NOTED L•U HAN9ER TO oT ZW15E. 1 > INB ' L.V.L. n ARcI�TTcT of RECORD 13. REr ARC,HITEGTURAL Of;ZAWINB� FOR LOGATIOM AND SIZE OF � D ROUeH OI�NII IN Hocn;p STUD HALLS. I ® ° ELEVATION 2� - - ('3)-12_ - - - - 14. REI 'ARGHITEGTURAL DRAWINGS FOR HANDRAIL AND STAIR I AT I'-4" 12° LPI�$ 12" LPI/'32 I I � C � � mA44[NG DETAILS. ' AT I'-4" AT 1'-4" ! �J 15. AL_EXTERIOR WALLS SHALL HAVE GONT1N ous 57Us FIZ+OM FLOOR TO FLOOR OR FLOOR TO ROOF pNGLUDIN6 RAKE WALLS}. r , I (4 coo AM44 LAP I C.ZI? --o q° g T {lersver,Cofor"do 6 1 12' LVL } Y ONLY MASTER PLANNER UP m 120 L.PI/32 -1 n o C & y I I AT I'-•4" 1 s LI+ i DESIGN ARCHITECT -i T HART I HOWERTN SIWSON HU _ 1 r I ��� � NEW YORK.NEW YORK ■ L.V HAWSER 4 -Y I -C'3 - X4 • k Y 12r UPCOl 1X XI/4 GO1�JP+IN 51 (i�-[2" LVL I ° T I—40 i slRUCZURnI.F,VGINEER 12" LPI/'32 a — i UP MONROE&NEWELL ENGINEERS,INC h AT I'-4° pNLY ' AVON.COLORADO MECHANICAL FLEGTRICAL ENGINEER ' 1. - r�01 I M-E ENGINEERS.INC AT 1=4' ' AVON.COLORADO 4 AT 1'-4" i I w pp -* -- — +\_ ': _ ! ALPINE ENGINEERING,INC.CtVIL ENGINEER N� rJL-7�IB 1�J'�7� VAIL COLORADO IMUM SPACING (2)-12° UP O i i crl , cs)- X6 i 14 ., OONl lr =' PROJECT NUMBER 6285 , .. 12° LPI/32 A SLAB fO1.1J1�lN AT 1'-4" _ 4 :x O GANTIL.EYER BELOhI , p1}� i I a_ ISSUE REVISION DATE EY " LPI/32 _ 1 - r` WALL-) 2Xb 1 ! T P-4° + + c* 12" LPI/32 f AT l-4 ONLY AT f'-4° A.S.I.21 09 29.05 HALL A.3 - - -STEP` E2*-4 5/1603 to 2X4 AT I'-4' � I I 1 1 l 8 PREGA5T SLAB (3'-60 2X6 I WALL I MAXIMUM SPAGINcS (?J-12° AT 1'-4 I BEAR F1EVA SLAB IVA TES SLAB WAt� 4 "_ 1 !_!_5} i ON T rp, 1e1611.LgTEF�_ _ B i F STONE Y 4 5TEP O I _ !11 HALL 51 AFT TIJB r € RE, ARG�' r � _ STEP C OPENI IN PRECAST i b" NICE CONCAZTE GRADE _ ,. - 51..E FLOOR ' y - n - A ISEAA4 Hir TOP AND r 1 r w' 90TTOM ( ONT NJOU3). *3 AT f0. 2 1/2 2-b I I 2 2' P-60 YER7TCAL AND 05 AT P-•O" r T:=k_>ov1 HORIZONTAL 4r ,. 15UILDING; [21,,,,.4 6']PA LAK C.APE x #4 I"'wIAIN L RAC I Nrz FINNN -- L 4X4X3/8 HITH 114 1'-0* a i " 151W# EXPANSION I 5 HALL LAB ANCHORS AT 2'-�6°' �\ A SLAB 3 o ► 2X6 ` Mf r i UN I T 1;iq AT 1'-0" ELEVATED 5 t 40 TOPPING SLAB 1 ID h 3 °o . WITH W.W.F. Q - ?'-6 VON[O'-O"� HALL i i STEP ' w + BUILDING#4 m z:r ■ ` I T 9 ! MAIN LEVEL FRAMING PLAN c RISID INSULATION € A REs ARGF1 s BR9 3 0 RE: ARCH FOR PRECAST 5L..AB I ' 11/20 �,3'-6"6� 4'3" �,3'-bg'� FO-2 1/2■ r k"Tm PROOFIN& RE. PLAN 14'-1 V2" so N Now �/ O 66-Tt I/2" 3/4" 1'-0" t i s 2 3 4 _ ®2004 42140 MMITECTURE, INC. A A SHEAR WALL SCHEDULE STEEL BEAM (RE r PLAN) WITH 3X WALL FRAMINS St 5ATHIN19 AND BLOCKINS REQUIREMENT BLOCKING/RIM SILL PLATE FLOOR TO FLOOR FOUNDATION ANCHOR BOLTS RIPPED PLATE i 1/2' 4P TYPE REQUIREMENT5 FASTENER PATTERN AND ATTACHMENT TO BOARD ATTACHMENT ATTACHMENT TO HOLD-DOWNS HOLD-DOWNS IOXIO STUB FRU-BOLTS AT 4'-0' ■ O RE al[1.0. ON P-AW ROOF OR FLOOR TO WALL PLATES FLOOR SHEATHING _ I 0 . 12X12 COLUMN 12X12 � '"'"'" SHEATHING COLUMN COLUMN 3X6 EXTERIOR WALL �:" " 1'1.MF• (2)-LAYERS 5/B' 1 I I WITH 5hEATHIN& PER O��, 2x6 STUDS AT OYPSUM BOARD 1 1/4" RIM BOARD (4)-IOd TOE-NAiL5 (2)-ROWS Ibd 111' m X 6' 3 SHEAR WALL SCHEDULE r U.� 1'-4" WITH ONE SIDE OF WALL OR 1-.101ST WITH IOd AT EACH BLOCK NAILS AT 6' -WA- -N/A- I EXPANSION - '' LOW ROOF I 3/16" I ,5sa� r' 2x SILL PLATE NAILS ATG , AT R NAILS AT 3' AT A-0' lox LVL BEAM, RE■ PLAN BASE PLY AND 8d 3/16•' XX'-XX" 350 ER NAILS AT T 8" �� ••�OI1 L AT FACE PLY I / B` BENT '• -! 1 1/4' RIM BOARD OR 5" 1 1 ATE WITH (2a I IF 2X6 STUDS AT 15/32' PLYWOOD 1-JOIST WITH (?J�RDW5 IOod TOE NAILS (2)-ROWS Ibd 1/2' m X 10' - 2x� 2XL2 1/2' 0 X 6" LAOS PREFABRICATED B AT 2'-O AT 2'- SCREWS TO LVL !'-4' WITH WITH IOd NAILS AT l0d NAILS AT 4" AT Z' OR SIPI250H NAILS AT 4' REm PLAN ANCHOR BOLT TRIM 2X SILL PLATE 4' AT PANEL EDIGES OFF5ET-ROW I/2' A35 CLIP AT 1'-4" I AT 1'-6" I 1 REa PLAN It IT It 460 I 2x4 AT 2'-0' V J SIMPSON M5T60 SIMPSON AI p p _ 1 1 1 i E'ACH END TOE-NAILS w 3X6 STUDS AT 15/32" PLYWOOD 1 3/4' L.V.L. WITH SIMPSON A35 CLIP (2)-ROWS I6d STRAP EACH END EACH E 3/4`® X 10` - - TiJ��EE STEEL C P-4' WITH WITH IOd NAILS AT W-AROW5 IOd NAILS AT 6' PATH 8d NAILS AT 3' OF WALL UN.O. WALL U CO. ON ANCHOR BOLT (21 IM STUDS 5XFiXl/4 I I I I 1 " a ARCH FOR 3X6 SILL " AT PANEL EDSE5 AT 3" OFFSET-ROWS X I I/1' NAILS ON PLAN PL AT I'-6" f5)-5 I/2' V.L. O UMN IO CEILING HI6HT O 770 PLATE 112' MINNK" I KINGS 5TU D X I STEEL TUBE FRAME SIMPSON LTP4 SIMPSON M5T60 SIMPSON A (31-q I/ " L V.L. T.S. IOX44XI/2 I REm 10/r.�4.41 w F■� D 3X6 STUDS AT 15/32' PLYWOOD W-1 3/4' L.V.L. WITH AT 6" WITH 16d W-ROW5 16d STRAP EACH END EACH E F 3/4"N X 10' SECTIC ' 1'-4' WITH EACH FACE WITH (4)-ROWS 10d NAILS NAILS NAILS AT 3' OF WALL U.N.O. WALL UN . 0N1 ANCHOR BOLT <II'-4 3X6 EXTERIOR WALL 3X6 SILL 10d NAILS AT 2' AT 3' OFFSET-ROWS (ORIENT PLATE ON PLAN PL I AT q" .v` UP UP Q I ® WITH 514=ATHIN6 1340 PLATE AT PANEL ED6E5 I/2' MINIMUM VERTICALLY) ONLY ONLY T.S. COLUMN I &E C T I Old 2 CQI ON� 1 Q wo � F � COLUMN T5. 14X4XI/2 314` 1'-O" 3/4" _ 1'-D 1-4 tv I. ALL PL T"WODD PANEL EDl5E5 BACKED WITH I=RAMINI6 MIATGHIN6 REQUIRED STUD THICKNESS. - _ _ _ _ _ I/4" STEEL _I FRAME COLUMN I 1 !� (n 1W 1. ALL FL.'WOOD PANELS SHALL BE APA RATED EXPOSURE I SHEATHINS. D.3 3. REm SECTION 5 ON THE '6ENERAL NOTES AND DETAILS' SHEET FOR TYPICAL HOLD-DOWN INSTALL TI DETAIL. (3)2X10 SADDLE Q I �iOI I 4. EXTENT OF S EAR WALL DENOTED BY � COLUMN I LUMN 5. IN LIE)OF 3X FRAMINS DOUBLE 2X STUDS GLUED AND NAILED WITH (W-ROWS 16d NAILS AT (1)2X6 TRIM STUD 6` MAC:BE USED AS A CONTRACTORS ALTERNATE. )i I (2)-5 1/2" L.Vl. ---- Z f3)-12" L V L. 6. ALL K^LL TOP PLATES SHALL HAVE A MINIMUM SPLICE LENGTH OF 4'-0' WITH (I6)-Ibd NAILS IN (?J=RO -S I K1N6 STUDS A r 10 w OPEN TO w WOOL) F Al"IINC� NOT S- � ' i _ BELOW ' M s 11 2' LL!vl�� + I �- . R NOTE 8z I I ICING STUDS �•I- I UP I0X4XI/21 1 x 1. ALL I70D FRAMING JOISTS SHALL BE LPI/32 TYPE JOISTS A5 •j I F" I (?�-GSXq ][ �( ONL FRAME I MANt�ACTURED BY LOUISIANA PACIFIC- CORPORATION. ALTERNATES d COLt*'" _ _ - _ _ - _ p Z SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE I OPEN i ,p I UP O J � RE. 51.43 FOR 12'-10' REVIEWED BY THE ENGINEER OF-REGORD. - X ONLY 40 ry ry ROOA lN6 I TOP OF 1 Iii I 2. "LAof1.." INDICATES LAMINATED VENEER LUMBER BEAMS. AS MANUFACTURED BY r A PLYWOOD T_5, UP I.. LOUISIANA PACIFIC CORPORATION. ALTERNATES SHALL HAVE THE SAME OR +0 Q I I 1 ONLY 14 0 F T.S. ` GREA:�TER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL ^� 1 I 12" LPI/32 �1 1 GOLD 14X4X112 1 �O MOTES. (6)2Xb AT I'-O" I FRAME UP Z !2' LPI/32 WITH i COLUMN I 3. Q INDICATE5 COLUMN DOWN ONLY- MULTIPLE 2X FRAMIN�kS NOTED I COLUMN I Q In ON PLANS. 9' I ONLY I SIMP50N ITT OR IUT O ONLY I UP 4. INLICATES COLUMN UP AND DOWN UNLESS IT BEARS ON HANISER EACH END Q C.OWARETE WALL OR FOOTING BELOW, OR IT 15 LABELED UP ONLY. 8708 �a 4 <.� I COLUMN 2X4 BEARING ■ 1 q 12' LPI/32 1 1 ONLY ? ■ 5. < > INDICATES TOP OF BEAM ELEVATION OR PLATE HE16HT ELEVATION. �( ' O SIMPSON WALL TO MAIN J 1 12' LPI/32 ' J �I D LEVEL FLOOR I •j 6. �--- INDICATES TOP OF STRUCTURAL FLOOR SHEATHINkS _ " L5A0 CLIP �' UGH f Xb Up 12" LPI/� 'p ELE�r-1�.TIDN. f3)-12 L. �j� FOR LANDING I AT 1'-4' ry owNraI/DEVELOPFdI LUMN ONLY COLUMN � L2' LPl/32 _ _ 1 I 0 -1. HEAUkRS SHALL BE (31 2X8 UNLESS NOTED OTHERWISE. ALL C.3 - - - - r----� �� - ELI°VAT 1 .� 12" LIPI/32 , I -- -' 13 UP VAIL RESORTS HEARS SHALL BE BUILT OUT TO 5 1/2- (3 1/2') W10TH BY AT 11-4" ' - L- -12° L X ADD!46 PLYWOOD SPACERS AS REQUIRED. ' _ __ I '( 2� ---- -- --- - 1 .,ZX4 BEARING �_p gJ ONLY I DEVELOPMENT AT !'-4" BEAR WALL ABOVE WALL TO MAIN STUB 3 I I S 8. ALL -..DLUMNS SHALL BE !312X6 UNLESS NOTED OTHERWISE. O I LEVEL FLOOR COLUMN COMPANY q. HOOP COLUMNr.3 SHALL BE CONTINUOUS FROM FLOOR � (,e>r) RE. ARCH � ��� AVON,COLORADO TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO SIMPSON HAND (3J�XIO ri g ' 11�� FOR LAWDINIG 1 I I 'NOTED COLUMN SIZES AS REQUIRED. <12'-q I/4`) ELEVATION I I 51MPSO I ARUIrrECro1 RECORD r )- -12 L m M5T12 O 10. �f �J INDICATES INTERIOR BEARING WALLS. FLOOR JOISTS SIMPSON '� J ' UP BEAF?iNG LOCATIONS SHALL LINE UP WITH STUDS BELOW. LSGO CLIP 3X8 ---- ------,ONLY M 11. ALL IM7CTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 I J AT I'-4 AT 11�- - _ -- - - C ■-A 5TUD3. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL I STAIR Z F NLY 1 8X8 ANCOINCnIIIII INFORMATION. EXTERIOR STUDS CAN BE SPACED 2'-0" FOR WALLS SHORTER THAN 10'-O". STUDS SHALL BE SPADED 1'--4" h �D I GOLUh�NI r , �' MST72 PSOIV Uemrer,Colorado FOR:WALL SHORTER THAN 14'-O' AND TALLER THAN 10'-0". -1 111 )-L2 3 2X10 = ,' 12. ALLtAM/BEAM AND BEAM/GDLUMN CONNECTIONS SHALL BE - ISG (?J J J- ANNE ® MASrTR&N&R MADE AITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED � B _ �� HALL ABOVE - CONNEGTIO ■ DFMGN ARcurrE OTH�RINISE. F _ r2° LPI/32 " d O ��+ HER " HOWLR TON 13. REa A lZCHITEGTURAL DRAWINGS FOR LOCATION AND SIZE OF AT 1'-4' f21-� L.V.L. W10X30 -I 3/4 > NEW YORK.NEW YORK ROUE+H OPENINGS IN WOOD STUD WALLS. (4)2Xb (4)2X6 I " _-- COLUMN COLUMN 1 STAIR UP _ 14. REm AP�r_HITECTURAL DRAWIN16+r FOR HANDRAIL AND STAIR FRAM1 16 DETAILS. 4 Oh' J MONROE&NEWELL ENGINEERS,INC ���X6 L2' LPI/3,2 J I AVON,COLORADO OLORADO 2706 AT 1'-4" COLUMN AT 1'-4' 15. ALL 7GTERIOR WALLS SHALL HAVE GONTIAUOLIS STUDS FROM O BEARING WALL I I MECHANICAL ELEC'MCAL ENGINEER FLOOD- TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). r M-ErNCINF RS,INc (2)-12" LVL ^ AVON,COLORADO 16. B INE (GATES 51-TEAR WALL PER SCHEDULE. (4)' I 1-12' L. , O 12' LPI/32 AT 1'-4" GOL ' I �) ALPINE F.NCiINITRING,INC: SIMPSON HLIS - - - _ HANGER- - - - I ® H IAN R (4)-.2X6 vnlL,COLORADO B'7 ' I (4)-.2X6 COLUMN I COLUMN I 4 n PROJECT'NUMBER 6285 J 10'-4' 4 I f AT -2 OPEN J TOP OF JI ONLY 4 O ISSUE REVISION DATE: PLY O r > A.S.I. 08.29.05 r 12" LPI/33 T 1'-O" ■ Q I I I' 6 UP UP I AT 1'-42 COLUMN ONLY ONLY `-I (41-2X6 1 1 �'-U >. !4)2x6 1/�" L.Vi. ____ J I COLUMN - 1U - RIF- I 1 1 10'-4" �l 1 NOTCH 8X18 UP I I TOP OF 2X12 6' MAX. 2X12 I ONLY I I < ! AT 2'-O" AT 2'-O' PLYWOOD BEVEL TOP OF R1Dc5E 1 J I � f5)2X6 I J AND SAVE BEAMS COLUMN ® I - J - - - - - -------- - B AT ROOF SLOPE I DOWN x 7 I I . 5/8" PLYWOOD SHEATHiN6 I 8X I J I I Z UONLY (3)2x N 2x12 BLOCICIN6 I � - , 1 1 Q I � NO�GHMEA MNBEAM STUB BEA (2)-q I/2' L Vl. I AND FASTEN TO I (5)2X4 SECTION (5)2X4 I I TRUSS CHORD WITH COLUMN COLUMN I 1 I 8 I I 3/4'4V X 8. f a CIO LUMN I i 2XL2 I 12' LPI/32 AT �'-O" I I I AT P-4' 1 f41 2X6 ..I I UNIT 101 I I COLUMN I I UNIT 9 I ROOF JOIST 1 I - ' REa PLAN I I LOW I ONL ONLY EXTERIOR �1 I ONLY I IWALL ABOVE I __ _ O FASTEN TRUSS CHORD ' 1 ' )-12" L.V.L ' Z TO COLUMN WITH I I CONTINUOUS I X (2J-3/4"cP X 16" 6 Z LAG-BOLTS I X I n 2X12 I BUILDING#4 AT 2'-0' I UPPER LEVEL FRAMING PLAN " BR9 I I 2702 12X4 (4)2X4 I 51 . 42 AT 2' LUMN COLUMN I I - RE ARCH. � I WOOD COLUMN FASTEN COLUMN ( 25'-II" I 14--11/2- I TO BEAM WITH 4 REr PLAN (2)-1/2"M X 12" 2X12 ROOF 1 r O LAEa-BOLTS DRIVEN AT 2'-O' I _._ 4'-0' C AT 45" ANGLE C TOP AND BOTTOM 3/4" = 1'-0" 2 3 4 RAKE W4PTf5R .ROGP FRAM ING NOTES= I. Ra01= SFEATHlN9 5/6" (40/20 SPAN RATIFIES). STAE3Bt3 PANS JOINTS , 12 ®?004 4" ARCHI'T'ECTURE, INC. ANO FASTEN WITH IOd NA" AT 6" MA?CIH1M ALL E OM AND 1'-0" MAXIMUM RE. � OT1*2 SUPPORTS. �d?CIi A 2. T FOR ROOTS SLOPES A1�7 I ARIN6 PLATE HE16HT5 2X E LOGIGN& Q`r.Do 5. ALL HEADERS SMALL BE M-2XIO L44L� OTAIIERWl5E NOTW. ALL � � +' S1.42 FOR a. Norr NOTED. FADERS 5FIr4LL BE BUILT OUT TO 3 1/2" OR 5 1/.Z" WIDTH BY ADDITVL3 �----� �- _-� I/4" X 5' X I'-O' GAP ANID Br45E U 6y�`� ��+s p i ' PLATES WITH (?3- 5/4 m TNZiI- .v to SPEAR WALL SGHE ULEE BOLTS TO TOP 1'LATII:S r PL,ryrlo�ov SHIMS ,as rz6c�lul�v. ' LJ �!--; � I ,� 15681 4. ALL HEADERS LON6 R THAN 6'--O" SHALL REWIRE TWD TRIM STUIPPS ATE TWO KINS STUIi S EACH SIDE UWESS NOTED On-ERMSE. A 1I A IOX24 ILEVERED I I II S. ALi_ JOIST HANDERS SMALL BE SIMP50N UP,WP M 1,5511 TYPE OVER T WALL IM. 141SUAa FOR = L+ y� UI+a.1r�6 oTr1ERWISE NoTI�. i Low ROOF (7J- GSX�I WITH 1!1"m RI DOWN TO 5 I/2" I I SNOWBUARD BiRAGICE'fS , THR11-BOLTv AT 2'-0' FOR 6. AL a3EAM TO COLUMN GON�6GTIOIrS, BOTH TOP AND BOTTOM , WIDTH T BACKSPAN 1 1 L OGATIONSFOR t' I WOIOD Wl� PACK RE. 51.42 5Fb 1. USE SIMPSON PLATE G07�GTORS UNLESS NOTED I OTIR90"SE ON DETAILS. i `7. ALL EXTERIOR MALLS SHALL HAVE GONTIN1OU 5TLO5 FROM I 12 I I I 11/2 1/2 V J FLOOR TO ROOF (IMCd.111DIND RAKE WALLS). � KIN ST LVL 2X12 5tNIP50N L.5�t0 ` T I'-0" K1FIE3 STIJD� AT 2'-O= A 12-0" I T I 6. A W.fREFA0R1CA^nV MMUMS 5HALl BE ALIGNED WITH WALL CLIP (` YMOAL AT I I r 6.EC V ST" BELOW. LVL S B-FA5GlA 4 3 =S GO 11 V SUB-FASCIA = C3)-I LVL <IO'�6 3/ '7 �_�__ _ 9. < > INDICATES TOP OF ROOF SEAM OR TOP OF PLATE HEIGHT. r AT 24" Q 1 I IOX24 G ry � a 10. q SHEET SIr014 FOR ®ENERAL NOTES. M)-2X6 \ OVER ex ERIOR KALL " AT 24" 11. RE,"ARGHITECT FOR CHIM'NeY WES AND L�ocAT1ow Nor NoTF.D �( 2X12 ScoteJMfN 'v I/4" 5 sAaDLE (sJ-?xb TS �xw]t RIP A V TO eAC 1/2" PPAN Gt1 N ,4 A ON �STWJGTIIF'tAL PLAALS. �+ (?1-?.X12 AT 2-0 �' STU3 ice. ID/541 I I 12. OVHQ FRAMING SHALL BE 2X6 MINIMUM AND SHALL BE POSTED It COLUMN J WITH "4' SX5X1/4 E O#^iFl TO MAIN TFUJOe S ON A CNWP NOT TO WfG� 4'-0" X 4'-0' (I6 FT2) D 3 _ - - � Z - - - - •r 4 12 J S� 't % 2X12 4 I 15. ALL GO1.UhA�15 SHALL BE (32X6 U�LE55 OTIWI51° NOTED. AT 2'-O" T '' ; $ COLUMN (n IMP50N HH1G41 PREFABIZIGA w O I t1 ... Z I $ �+=.1 EJELFABRICAT D .ROOF TiRUS&-NOTES PR AS dN TRU55 1. PRIB=ABRIGATED ROOF TRUSS LOALDsc - < + 61RDER TRUSS M-12 LVL � AT EACH HIP AND 11#" L. OUTRt66ER I 2X12 FROM P HIPS AT 5'--6m � Q LIVE L.OADr AT TOP GFI017.D 80*/FT r a L-SW 5TLJ8 I FROM PEAK CTYPJ 0" y . AT I-0 cc DEAD LOADS AT TOP CHORD- I'S*/FT 2 I/4 STEEL 4S0* UPLIFT �° _ - 5 1 .SAT I'W w DEA7 LOA05 AT BOTTOM CHORD= 2 SADDLE 22V30* DOWN DEAD LOAD AT BOTTOM CHORD 15 5 F75F IMVERTLD SIMPSSON 4130* UPLIFT �� �'� � 1 NO Me � _� -,' AT BAGKSPAN ('TYPJ � x WHERE NO HEAVY TIMBIrR BEAMS ARE LOCATED AT CEILINS HU 26000 DOWN WIND LOADS- SIB STRUCTURAL 6E�RAL NOTE'S. � � � r4 /• �+� ' fr6A1�R NJG412 D� " � V STRE55 I� oR LOAD` REDUCTIONS � NOT PERMIT'TI¢D. _ - 4F�0* UPLIFT (C*IB,-K SPECIAL ATTIC LIVE LOAD RE�a XREM WMJ 1 PREFAHRIGATM TRU55 ?X12' , AT 2'-O" WITH 2X12 :p _ AT 2-O (5)-2X6 rT1 O 2. SHOP DRAWINGS SHALL BE SUPPLIED BY MANUFACTURER AND OUTRIB�6ER r ;, � 1�1 REV10400 BY GONTR0&r TOR, A CMIT5GT, AND STRIX-TURAL H - D EN91NEl�i. TRIU5BF5 CHIMNEY / ��;.'"� -- °� - �- r �. •- - 3. THE•-TRUSS SUPPLIER SHALL BE RSP�IBL.E FOR THE FOLLOWING IH%AS"� SIMP5ON LOAD OF 175* AD LINEAL ` ' ABRIGAT� ITEMS. HU HR F rr Q�, A. I-NSINIWRINS OF ALL TRUSSES AND TRU55 TO TRU95 GOA�GTIONS ` _ AND SFI0"NO OF ALL ON SHOP DRAININ65. 4 fL3 13/4 X 6 I/2 B. DIE316N AND SUPPLY OF ALL TRL155 HEARING ^s rt 3 M1 GON�GTt7R5 AND HOLD DOhN5. 24 _ AT -0" _ G. PLACING OF TRUSSES TO ATE MEr-+"IGAL 5' EGTUIPI%09W WITHOUT GUTTING TR1 SSM (21-11 1/ OUTRI (DROP TOP s 5 I/$" X22 1/2" O.L. _ f FRAMINS) _ 4. 5tMP50N H25 CLIP AN6LC^5 SHALL 19E IN5TN_L.1� AT ALL C.3 - OR lLJ� - EXYMOR WALL TRUSS BEARINS LOGATION5 U�6 NOTED � - ' OTH_ ' iWlr.J'E OTl ROOF DETAILS. _ - r' OWNER/DEVELOPER AT 2'-O" _ 5. DETAIL ALL PREFABRICATED TRVSSES TO BE ALIGAED WITH WALL -o VAIL RESORTS J (4)-2X6 '� � _ 2Xb AT BAGK5PAN TI �.� 1 �� ��/�� I DEVELOPMENT STI.DS � GOI rto- ri7FWfL i/V�I�IN I 6. TTRIA-a SUPPLIER TO CONFIRM ROOF AND CEILING SLOPE: RAID COMPANY N� CA:) I61URAT'ION WITH ARGMITECTURAL DRAWING, PRIOR TO ° y I L - COMr til V Y WVWGATION. RM AIZGHITrGTIIRAL FOR TRUSS PROFILES. PR13=ABRIGA AVON,COLORADO ABIZI TRUSS 'ate � � r r �{� 7. REt CHEET 51.04 FOR 43E 45VAL. NOTE � � � s AT 2'-0" �'••Q" I . i -, z a 1 ARCHITECT OF RECORD - `` 1 U T4 = 1 r STUB �J COLUMN G T4T1I564 1T I = I (4)�Xb A " 12" Lr I Darner,Colorado SIMP�_rON A-55 � Q m - Q ry ry GOlJJI'►IN4. 4T 3C3" x k" CLIP AT EACH - . ' ter_ _ _ f _ � �a �'h SSIMPSON K ■ MASTER PLANNER RAKE RAFTER HU H 1AA16ER & - DFSI CT C.O f GNARCHITE 2X12 FRAM11V8 v , r _ - \ - @.Y r `�- r s'k •!' _ AT 2' 1 RE. ARCH. _ f; .1T_, tR� HART HOWERTON ' - 'YC S -.lam £ =t�r� A3: /Y TFU ■ f. `; a/�/ .�. NEW YORK.NEW YORK 51 2-0 MAX. 2X BLOCKING (4)- � ' �°' --pi fm H d w , SMUCTURAL ENGINEER (r2)-2XIZ EN7 > t {= t- } r - �r # MONROE&NEWELL ENGINEERS.INC _ AVON.COLORADO PREFABRICATED = 61 ?BI � # MECHANICAL EI FI [RICAL ENGINEER TRI15E7 � 2X12 M F.ENGINEERS.INC RE. PLAN 0641 AT AVON,COLORADO _ 5 � � t ? r ..... _ CIVIL ENGINEER _, ,��--- � � r ��'�"��-- � r�� 4 � � ALPINE ENGINEERING.INC. (a1w - - - - � . s VAIL.COLORADO PRI�ABRICATED TRU55 =< `1 1�1 SIMIPSON AT 2fO" WITH 2X = 4 WITH DROPPED TOP n }' HU G6E7? AT RAKE PRAMINGSTI PROJECT NUMBER 6285 TOP CHORD TW155 +0 RE, PL.AN 0 51RDER TRUSS = ° - _ ��'��� _ � �r ISSUE REVISION DATE A.S.I.21 09.29.05 J SIMP'SSON (COL COLUMN MAAIBER LSSU / HU HANGER \ _ SECTION ✓)-i...0 x A.3 1/2• VL 51 k 3/4" = P-O' 2X12 12 61RD13t TRU55 ' 4" AT 2'-0" T 2=-0" PREPAHRICAT® TRUSS ' AT 2'-0" WITH 2X12 11 1/45 OUTRIGBgFR = 11 1/4"ILVL 5Uf5FA5GIA `------- I III 4" LVL SURF IA EXT. WALL J 61RDC� T'Ri156 l'1 ` i ______________J L_ -s- __-________ 51 LssTO � _ GLfP GAL AT 2YJ2 OUTRIGGER I- �p LVL ASGIA 51 HI6 PR@°A5RIGATEV TR11S5 I STRAP I AT 2'-0" NTH 2X12 2.X12 AT 1 I INVERTED iU 1 1 316" STEEL PLATE AR1 HANGER ('TYPE r L--- - afROM s 2.6 5GI-IEDULE 40 I I I �r PIPE II V4" L2 I "H16 " T 2 11 1/4 LVL SUDPASGIA "' PROVIDE W-2X12 OR k I SST 42 AT 2 STRAP A)-11 V4" LVL AT EAC.W , X �I'-O" MINIMUM LOW ROOF FRAMIAI6 I Ii�IVEIZTEI7 51MP"aDN HU HANGER (ti7P.) 5UILDING #4' ROOF T=fRAt*wll , l A XIO s/e PLYY�IOOD SF�ATHIN6 1 _..... 11 %1 ' RQ� 114" _ I'-0' I l 4 !6) 3/4 4' THRU-BOLTS I I - ; AT aIVOY� HIRA .KE15 - WITH MP50N L540 BUILDING#9 m 1 J 1 iIT.7� END 1 CO s 111 ----w__.�- --i i - ROOF FRAMING PLAN I ' 1 I BR9 E : SNOW FINC& VERTICAL 1 1 11 1/4" LVL SUJFASCIA 1 IT 9 It 1/4" LVL SUBPASGIA I 8. 3= SUPPORTS AT 2'-0" X 4'-0" MINIMUM X 41--O" MINIMUM I � 1 . 45 ` a 3=1 Z5'-11" 14'-111"1= 21b=7" ! 10 10 N ��* i m 66='T 1/2" m O s SECTION - 1 1'2" - 1'-0' I 2X6 E�/>rC�TEFJOR WALL ®2004 42140 ARCHITECTURE. INC. 1/2 WITH " PLYP41000 2X6 EXTERIOR WALL SHEATHING VARIES L 4X4X318 WITH � GOLLJNIN TO AL16N 2X6 PARTY WALL WITH MT14 5FEAT14INS PER WITH COLUMN BELON SHEATHING PER SI•EAR �� PLAN WON m x 6" Epox�r STOKE V� SWEAR WALL 5G•EDULE WOOD GO WALL 5CMEDULE TOP OF L� ELEVATION ANCHOR AT 2-O" ABOVE WITH IE/2 PLYWOOD RE. ARCH TREATED RE AJZC44 REs " =TOP OF WALL AT DOORS T' MAIN o�;r�N.M�c'TFq SHEATHING �STONE NA!NEER,}}. 10 AESNT BOLTS STOKE GAP 3/4 " 2X8 TREATED L�R L.E�lEL v v r R:E1 ARCH PLYk4OOD GAP 1 1/21 CONCRETE 1 1/20 CONCRETE WITH V200 X 6 EXPANSION of v t- (4) 8d TOE-NAILS r I'-Om -- I--- TrO. PIER ,3 15681 L 4X4X3/8 WITH 3/4 � T —0 RE• PLAN __ TOPPING TOpPIN6 I4NGE•IDR AT 2'-0' .�' . AT EACH STUD tHRII-BOLTS AT 11-60 - REe Af2C•H FOR PLAN 1 (�" (2 05 CONT l 1400D HEADER TO WOOD HEADER t I/2" X 4' LAO SCREWS Y�,oD wv►TERPROOFIN� -- -- TOP OF TOP OF TFLO�oR FRAMINS 6 REs PLAN • • AT 2'-00 TO WOOD TRIM I PLYWOOD PLYWOOD R,Es PLAN TONAL V�1 N Z 5TONE VE141miz � " I R.E. /"AJWM. FOR 1/200 X 8' LAP-BOLT D -XX"] RE. A1ZC.H. I _ AT 2'-•O' WATERPRDOFIN6 s. I AND PROTECTION �- Ir I BOARD —%A " 4 TOPPING RE. PLAN SLAB WITH } 1040017 TRIM FASTEN JOIST }„ TH CMG )) 16d NAVE I T.O. HORIZZONTAL 1/20 ISOLATION JOINT :' s hLW.F. (IZE. ARCI•U TO SILL PLATES WITH EACH END AT DCCICIN6 ` REs 1 1/40 RIM BOARD W-8d TOE NAILS EAC EAU,1 .! ------ V TOP OF 1"M4 511%�N A-°� a ---- JOIST +O ��Qlfr 6'I INTO SLAB it�x=max - riry REs PLAN HBACeR Y LL DIRECTION FLOOR JOIST M)-•5 GOf-MNJOUS 2X4 AT I'-40 RE. PLAN [XXX'-XX f O E/2' STONE AND RE. FND. _ Y :: z i w 1A 6ECTION , 1 BATTERED WALL 6ROVr TOPPING PLC 3/40 = 11-0' 5FEATHIN6 Yh10OI7 r �` x..` w_ T OVER 11/2 ,. Y -' ,�.. ,;? CONCRETE TOPPING I-V4" RIM BOARD ' 3/4"*EXPANSION FASTEN UPPER Pl�i JOIST MANUFACTURER W-0M6 K �.IDAHINSIA_AT10N } ANCHOR AT 2'-00 COLUMN TO BEAM WITH SIMP50N A 35 CLIP CONTINUOUS � Q Pt�R SHEAR -�- MULE .-. PRECAST FLAT SLAB 2X4 AT !'-•O' CHIMNEY WITH (?a-I/2"� X DEY.K JOIST � � �� �� � [--I � WALL WITH 1/2' PLYWOOD -_ 11--00 LAO-BOLT'S a (RE. pLAw SHEATHINS . ARCH FOR WOOD BEAM u' SECTION 4 R TED WALL L,- f r �R L 6X4Ki/8 (LLY)- - RE, PLAN 3/4' 0 THRU-BOLTS RE. 5/5431 FOR HEADER —RE. 1/51.01 FOR , ; ... r Q AT 1'-4" TO (2J-2X SOLID 0 LECNRM GONFC53GTION hI00D COLUMN 2X12 BLOCKING 3/4 1-O z� L 4X4X3/8X0'�a rr r 1 BLOC.KI1�16 AT FIREPL.AC+E OPENINS V r - - �1 RE- (1ZE: PLAW WITN - - " 4 _ *5 AT 1'6" 51MPSON GG PLATE WITH W-5/400 *� 2 I/4 CONCRETE TOPPING HORIZONTAL B TOP OF COLUMN GAP _ =_� X 6" H.A.S.'t PLYV400D 05 AT 10" W . . w „ERTIGAL x ■ ' *6 AT 1'-4" • • PARTY WALL (Rn 4/54.11) t _ u FLOOR JOIST�. VERTICAL _ - STRUGIURE GONSTI�UGTED F�' REs PLAN 2X4 AT 1'-40 CHIMNEY 06 AT I'-4' t, UNOM SEPARATE PERMIT - MALL WITH 1/2' HORIZONTAL .y w 4. PLYwoOD SMEATHIAhS = ly t-: a 2X4 BLOCKS EACH N5 X Q AT 2'-0' GH1MNfl' BATTER SIDE OF JOISTS n ;f O A `3 5 CT o� 2X4 AT V-O" E EA�I4IG WALL REINFORCE FOOTING 6w RE. PLAN STS �R i WITH *5 AT 1'-6" EACM WAY •.' T.O. GRA 4 AGE 2X4 TREATED PLATE BAGICFILL WITH V2' 4' ANGI*� ( �_ ■) (2)-Ib LVL AT BOLT'S AT 4'-0" FIREPLACE OPENINS x L6X4X3/6 (LLV) WITHr. -BOLTS .71 •- A&- * s. -• PLYWOOD 5hEATHINS AT I1-4" T BEAM • PER 5FEAR WALL (2)-2XI0 LEDeeR OWNER/DEVELOPF? _ y ._ e'+ _ a :' 5CMEDULE WI•ERE P400D MANTLE (WAL.LSIDE TREATED) J O Am-- .; INDICATED ON PLAN RE. ARCH. "TH 3/4 04' X 8" RE. PLAN (4)-f5 C,01-MNUOU5 2x6 INTERIOR BEARING 1/40 X 6' STEEL PLATE ExP rrs10N ANCHORS Top o>= PLYwvoD VAIL RESORTS r BLOCK JDEST SPADE �_ ABOVE hgTH U204 X 60 LA&-BXT5 AT 1 :; : 1n" ISOLATION DEVELOPMENT V G T O I SOLID AT COWAN TO MANTLE AT 1'-f�" `" =-4 JOINT COMPANY LOCATIONS 11/2" 2 V4" GO>`IGRETE T (WELD TO STONE 1 1�' _ 3/4" Ib' REs PLAN ON 3/4 Ti6 PLYWOOD VENEER 5UPPORT ANGLE? TOPPING .- 40 SLAB ON GRADE 511BA-OOR�ftE. ARCH. HUAJZ H WITH: Y WITH Wil F. r .., AVON,COLORADO 2X8. BLOCK SOLID AT :?t` _ IZE. PLAN 1/2' G04+IGRETE LOPPING RE PLAN m _ r r• P — POST LOCATIONS = ARCHIrECTOFRECORn -SECTION _ Imo. PLAN 16 FLOOR FRAMIING = Q 3/4' = r-0' i i i A � S�IMP�,�ON IUTTM i I I SLAB J 1 1/2" CONCRETE A :11�E ® TOPPINS FLOOR FRAMING o w denver.Colorado 10'-10 I/2' AT UNIT 10 REs ' • V(X'-)()('y 8=10 1/2' AT UNIT q 1 1/4" RIM BOARD RE. PLAN ,A: IN MASTER PLANNER BLOCKING & TOP OF C3!. �'' r DESIGN ARCHITECT FOR. A )5C.HEDUL.E BACCILSPACE AT I--4 x I'-ON HART HOWERTON PLYWOOD 5HEATH1NG PER 5HF.AI2 WALL NEW YORK.NEW YORK r FLOOR JOIST, REs f`-1-AN STEEL BEAM OtE. F%_AW - --------- __- ._____---- 1/4" S A-1EVLLE P*ERE 2X6 BEARING WALL L.6X4X5A6 WITH W-1/2"b X 6" (XXX-XX) . NTH 2X M TOP I/4 INDICATED ON PLAN 2X6 TREATED PLATE LAG-BOLT5 TO YdOOD ' �p� - _ _ , _ WITH r.7i ITT S-1/14r16ER PL ATE AND 1/2" 40 THRLJ-L3OLT5 ! ---- ------------ " w STUDS EACH END `.__ �'�' AT 4'-0' (STAG6�) I ---- - -- # WITH 1/2 O ANGHDR , STRUCTURAL ENGINEER MONRdF.&NEWELL.F.NGINEF.RS,INC GP. I I i G.P. BOLT PER _ AVON.COLORADO i I # WALL REs PLAN # Tr - r �` �, ; _'r :. ✓ AT 1-4* MECHANICAL.ELECTRICAL ENGINEER 5ECTION I I I STOVE ,I '. Ate{ STEEL BEAM IN FLOOR _ (4)—�5 � M-E EN.COLORA INC ■ _ , r k -� _ �' „� � L .�-; AVON.COLORADO 3/4 I-O i i i I AT UNIT q ONLY, - '-,-w RF. PLANS I I 3 4"I m X 2I/2 WITH i i PROVIDE 5/16" X 6" X 1'-0' w • -` • _ L6X4X3/8" (L NO w ALPINF.ENGINEERING.INC_ RE. ARCH. FOR CHIMNE1r 5FEAR PLATE ONE SIDE AND !' . WITH 3/4'm 1 r REs PLAN VAIL COLORADO S 2X4 AT !-4 GAP ABOVE AND ALL e i THREAVeD STU05 I i L3 I/2 X3 1/2,X5/16 X I'-0" •. ,` (3)-" THRU BOLT - CHIMNEY DI�ONS I i AT q I pF'Fk;P ITE SIDE WITH GONTINJOLI. AT 8" - �• 'H CHIMNEY WALL I i (4 3/4"0 THRU'r�olrs jp WITH 1/2" PLYWOOD t r O'er I - PROJECT NUMBER: 6285 EA<iH CORNER T I i I TO STEEL_ BEAM RE. PLAN ,� I SHEATHING SECTION I �1, r s r 1/4' STEEL BASE PLATE 3/4 '-O A ISSUE REVISION DATE WITH (2)-�vS x 4" C ON eLOr.Klrks L'A6"BOLTS . � i i )-2x8 A.S.I.21 Q829.05 I I CONCRETE 3/4.0 11-00 TIOPPI EXTERIOR WALL TOPPING 3/4' PLYWOOD GAP I I / I i i i tXX=XX'> G i I I I 3/40 5U�F1..00R WITH SHEATHING FLOOR - I E WALL 5HEATHINS \ I I I WITH 1/2040 TREATED LEDGER I 05 ATZ --.6- L BEAM ••,PLAN _ I i _____________ ______________ I I EXPANSION ANCHOR s NOTE I I 1 I AT 2'-0" ION A-'4 s W—*'` CONTINUOUS LAP WALL JOTS THING _--�------------------------ I I I !/2" CONCRETE I TOP AND BOTTOM OVER RIM JOIST TOPPING SECTION MINIMUM I'-0" TOP L 'J i i 'H SID i i FLOOR FRAMIN�3 I/2" ISOLATION JOINT AND BOTTOM AT f I ! I I RE, PLAN PAVERS RE. LAND.�GAPE 3/4' = 1'-•O" SHEAR N+IIkLI-5 2X4 AT 2'-0' BATTERED I t I 8 EACH END ■ C1 •1hEV WALL_ WITH I I i i 4 SLAB FOR PAY132S 1/2' PLYWOOD SHEATHING I 1 I N/.400)RIM BOARD RE=1ST t i i i 015 AT 11,60 EPDXY —mi l s s' s= SI�MPSON A-35 CLIP SECTION o� i I I 6ROLdT 60 INTO SLAB a : RIM HOARD TO PLATES iI '. SLOPED TOPPING —'Z SECTION Pte. tJ1'Ef1R WALL iv SLAB WITH W.W F. sGl�evuLE 2 ES�BED PLATE VARIES DRAIN AB ARD 3/4" = IL•O" a 5ECTION 1 i i BY PREGA5Ti32t _1 - °° 3/4' . 1'-O■ i ! T.S. 14X4XV2 I �*�sA�'! ""' �1 "�------fir- r- �t .. •s i I I I _ RE ,—xX • EXTERIOR WALL °sa w t I 1 I a`` s .' d WPH2 �J"1'EAR 'WALL N I T5 14X4XI/2 ! I I I ! + +� E TOPPING COLUl�! I I I I/4 ! I !20-1" X 21-0■ FLOOR SHEATHING + ! THREADED RODS i i �� ,�� � �•� �� - ` .• -w RE. PLAN I 1/4" R.IM BOARD r i WITH 4X4X3180 It 4 i z+. - • - NUT AT ENIBEDD i i BE NOTES LAP WALL 5HEATI,*NG END i i OVER RIM JOIST MINIMUM 9 A i i A D'-xX7 A i i A .� t L4X4x3/8 X 0'-&" ;� • `� RIGID INSULATION A�5HEAR WALLS OM DETAILS FF �} WATERPROOFINS AND BUILDING#4 1A I ! MIN. 3/40 I I 1 A- i .~ RBr ARGI-I. 11/2 1 1/28 SHIM E NON- i - 1/4 3/80 X 60 x 0'-60 I ' I i SHRINK 6R+OVf i I '_ =X INNERTEG PRECAST 51MP50N A�5 GL1P BR9 RIM BOARD TO FI-ATES 3/4" X 5 I/2" X 1'$' �. " 4 i .. _ ( rPLATE�NTH '- TEE REAM ft REe TLThq�EL PLAN /qA\ REs �SHIM..AR WALL.. �JC.A'�E o BASE PLATE +. :.r D.A.S. `� • = ' • AT W-0r FOR SPACING !-JOIST E REs PLAN 54 . 41 N SECTION ,4-,dk a �REQUIRED SHADED AREAS DENOTE -01ST BLOCKING AT -. N ,�4•.1•�' STRUCTURE CONSTRUCTED o FRAME ELEVATION On CAST IN PLACE WALL � SEPARATE PERMIT a s REI R 3/530 &E C T I O N 3 SECTION IO 3/4' - 11-0' 3/8"= I I_OII 5ECTION 0 L 3/4" as 1'-0' (2)-2X6 FILL HEIGHT RM ARrH FOf t SOUND PA5TEN OUTiZ1661ER_ LVL RIDGE B �PARR�TMI� C.ONTIZOL REQI/1RB ITS WITH i iND W-KDNIS - (tZEt PLAN WITH REe PLAN 06d NAILS AT 1'-O" SI!"PSON HUG 2X6 L.EC� WITH 2X6 L�6ER W!T}i ®2004 42140 ARCHITECTURE. INC. HAIV6ER I 1 2X12 BLOCACINS (2)-16d NAILS AT (2)-16d NAILS AT ROOF JOIST WITH 1 WITH (W-Od TOE-NAILS RE, � . 1'-0" TO PLATES 1'-00 TO PLATES 2X12 ��� AT 51MP50N L.Sw I EACH SIDE TO RAFTERS FASTEN EACH TR1155 FASTEN EACH TRUSS 00 C.K5PAN VXMUAL TO WITH (4) 8d TOENAILS WITH (4}8d TOENAILS HANGER RE: PLAN AND (4)-8d TOE-NAILS 12 12 TO BEAM 12 AT EACH TRUSS AT EAC..H TRUSS 2X CANTILEVER LJ3+16TH Q, AFQ Rel a I 6 6 P RDE RDE�T � 2X12 BLOOKIN& ARCH o. H.1�1� .F� � REe PLAN Me PLAN WITH SIF�P50N A35 rP - O I CLIP TO WALL PLATES 5BS ARCH. PER SHEAR WALL ` " r RE: rE _ > _ 4i •. 12 '� � --.use a y�s� - F��'. � � G` e ARCH. 4 t 1 f _S s ROOF RAFIVR I WITH (4)-Bd TOE-NAILS - "# ;000 TO RIDSE BEAM SIMPSON H25 AT EACH TM-55 I I WOOD BEAM SECTION S AT GIRDER TR115Es ONLY, PRCmDE IJE1/fL W BLOCK I hBTH "�XI2" `� g FASTEN 2)q2 LEDGER TO E1 O I LAS 5GRH TOP 2X12 BLOCKING LET-IN LEER WITH 61�JE s _ 5 I y v AND (5) ROY�� OF 16d NAILS AND BOTTOM! z °�t r r REt ARG1 F FOR ALL w 1� TIMBER BEAM ' x a AT 3 FOR I-0 EACH SIDE I � ;} SIDE OF HAWSER- FASTEN GEILitZ SLOPES e� BEVEL TOP OF BEAMS � F . W17H (4) fW& IC NAILS AT AT ROOF SLOPE ¢_ - I--On AT THA W4NeER5 2 EXTE�210R WALL A 0 Q � ��. .e � �". , -°� OZE. ARCH. WITH SHEATHIN9 PLR SHEAR WALL SC440CVLE E„I r _ SECTION S 51NP50N THA2a HANGER SIMP" THA2W HANGER 2.X02 SUB-FASGIA MTN � � 4" 3/4 - 1'-0' N.N.O. ON PLAN) N.N.O. ON PL.AW (4)-16d BAD-NAILS PREFABRICATED N.N.O. ON PLAw SECTION 1 � U TRUSS BEYOND 3/4" = 1`-0r � .. 2X12 LETAN LEDGER 2X12 SUB-FASGIA WITH (4)-16d PM 2X12 BLOGKIN6 12 WITH (5)-Ibd NAILS END NAILS AT EACH RAKE JOIST �] % = WITH (4TES TOE-NAILS �' � AT EACH STUD (U". ON PLAN) ^ W TO PLATES - SOFFIT AS = RAKE JOIST, RE. PLAN L G S 4 ECTION \-1/4m STEEL S^VW LE WITH p i g/4■ ` I O■ I� (4}-3/4. 4' THRU-BOLTS x.: IN BACK PLATE Atoll (2)-3/40 � , �,_ THRU-BOl_T5 IN BE r: ,a► {ice s kr 51M0P50N 2X12 h SECTION A—A► ¢ .- r V 5/40 = I'-0" U HAh16ER AT FASTEN N � O'REFAB _ EAC.Ht RAKE JOIST TOP CHIORD TF SS MAKPACTURER TO PROVIDE TRU5t, REe PLAN =' - WITH (3) VB2TIGAL WEB 1 BERS AT BEAM E¢ Me ARf.HI. 2X12 BI-OCAQNG ROWS 16d Weed ER LOCATIONS TO AGGOM�lODATE !� 511% � N 1425 CLIP 12 y ;k- WITH SIMPSON A-35 r HANGERS AND LOADS SHDH01 CLIP PER SFFATt NAILS AT 6 i _._.. _ .._._.__- _ __- -. __- 12 WALL � OWNER/DEVELOPFR REe ARCiH PREFA9RlGAT87 FULL-HEIdW RAKE WALL 2X6 aLOGKING AT 2X6 STUB WALL TOP BEARINf3 55 _ Y WITH 5hEI4THIN6 PER SHEAR VAIL RESORTS eECTION 2'-0' FASTEN 5HE/4THIN6 WITH 5HEATHIN6 '"''°''-L E DEVELOPMENT COMPANY 3/4' 1'-O" TO BLOGKINS WITH e0 -t w = NAILS AT 4' y z Fj AVON,COLORADO • � t r_ s � ,x x p F ARCHI-IFC OF RECORD 3sa-'psi j - 12 y Y . 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Lp„6 SGR� RE PLAN UNDER EACH LVL SHEATHING 1/2' PLYYdOOD _ AT 2'-0" TO T1N®ER { ,�,*4E PROJECT NUMBER: 6285 IN LVL OUTRJ56ER EACH 2X12 BLOCKING - - RE. GEILIN6 AS RFaM RED Std OF 7RLJa AND 2X4 STUB �-L NIOOD OUT1ZlG6ER ISSUE REVISION DATE NAIL TO TOP CHIORD OF TRUSS WITH M) RC*45 OF 16d ° ;; 4 ,: ,K 2X6 BEARING WALL 2X6 EXTERIOR WALL �,;-- � - � CHIMNEY WALL GANTlLEVERED OV�2 4_-- WITH SHEATHING t WHILE ALL CEILING AND 3 I/2' AT BAGKSPAN A.S.I.21 08.29.05 NAILS AT I'-0" REe ARGIi. FOR EXTERIOR WALL RIP TO r= INDICATED ON PLAN ROOF SLOPES RE. PLAN r r 7 2X6 BLOGKIN6 WITH 1/200 X 60 LAO = SIMPSON A-35 CLIP ROOFJ015T AT 2'-0r eECTION 12 t=AGH � 1 X11 s WIRE ATTACH ; TO WOOD BEAM USE 5/4" a 1'-0" �`�` /� a ` ' V I I O� IG/ PARTY SIMPSON THA HAN6eR5 5 WITH SHEATf* f P)BZ SHEAR. WALL 3/4" - P-O" IL FAST04 FLOOR SHEA-MINE X11= TO LVL BEAM WITH BLUE AND PREFABRIGATIV TRU55 r" eECTION 3 (2) ROWS IOd NAILS A 3" WITH 51MPSON H25 CLIP fi (12,� SHEATH TRUSS El la WITH - • • ' ■ 3/4 � I-O PLAN 1/20 PLYWOOD FASTENW Me WITH 8d NAILS AT 60 5/8' ROOF LVL RJD6E BEAM 12 TOP OF SHEATHING Me PLAN 2X6 SHEAR WALL WITH PLYWO 2X6 BEARING - 51•EATHIN6 PER SHEAR _ G01 WALL BEVELED PLATE ARC,HI r 51 !ATHING TO TOP OF LVL WALL 6GH�ULE. RUN O.L. BEAM x WALL 12 12 REe PLAN } x, a 2X6 BEARING �Kr 1 1/2' GONC�RETE TOPPING REe ARCH. We ARCH. 5INP50N THA - � =mss u, Hr41+iGEFt AT EACH rZ(2) SIMI='S0N MST-12 II '-"STRAP$ EACH END OF I7Ee PLAN 7'�lSEs SHEAR WALL ABOVE. °o{NRAP AROUND LVL BEA1"U PREFABRICATED TRUSS � s REe PLAN `` " k , FASTEN FLOOR -SHEATHING TO LVL r_£ C DRAG STRUT WITH GLUE TRUSSES RUN IN 3 eV AND IOd NAILS AT 30 OPPOSITE DIRECTION v �, >. AT SIMILAR —ROOF JOIST (ftEe PL.AhU .� -^a-__ Im WITN 51M1P50N 1561! P m HAN6ER5 x BUILDING#4 �` RE. 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REFER TO INTERIOR DWGS. FOR ALL J FIXTURES, APPLIANCES AND FINISHES. I — I 5.REFER TYPES TO SHEET A611 FOR WALL B U I LD f N G 4 o I 6.REFER TO SHEET A711 FOR DOOR UPPER LEVEL PLAN U A ' �� � N i SCHEDULE. (v 1y2" 8'-1y2" cV / 8'-1)2° 4'-82" 5'-6" 14'--3" 16'-3" 10'-2Y2p BR9 25'_11 14'-1 2" 26'--7" ' A143 2 3 ' U IT B -")UPPER LEVEL PLAN y A341 66'-7 " 1 1/4' = 1$_D" B4--AFPUdwg 1 ROOF BELOW SEE, 1 2004 42 140 ARCHITECTURE, INC. 1 42 2 UPPER LEVEL 3 A34 4 PLAN (SHEET A143) �,� f fi SNOW GUARD, TYP. SNOW GUARD, TYP. R£: DTLS. 3 & 4/A536 E. RM�'[1.AL RE: DTLS. 3 & 4/A536 � , t jl/i 1 •J RAIN DIVERTER ; A to 4'-0" 12`-0° F.O. WALL COPPER GUTTER AND �'i3• ., fey DOWNSPOUT W/ HEAT 04 I BELOW I TRACE, TYP. f SNOW GUARD, TYP. 31-5" 2'-0" RE: DTLS. 3 & 4/A536 I 12 3" VJ DECK BELOW ---- — — — --- — ---- COPPER GUTTER AND u a I DOWNSPOUT W/ HEAT 1"I r TRACE, TYP. 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STRUCTURAL ENGINEER — `— — (� MONROE NEWELL ENGINEERS,INC 7 = AVON,COLORADO I co=O \N MECHANICAL ELECTRICAL ENGR4FXR M I M DASHED LINE OF =\ 'V N COLORADOIIO B.7 BUILDING WALL C.IVILENGINEM BELOW, TYP. N Al I lrra ENGINEERING.INC. 6:12 as 6:12 \ 6:12 V AII�COLORADO 1 I � w` 45 h = n I I PROJECT NUMBER: 20900.00 a 04 n \ ISSUE REVISION DATE r ° a ® A.S.I.21 0829.05 A.3 --- ---- — — — — - 5 A535 TYP. I T A345 — — B 6:12 = I I I co L_ I co u 4'--0" — -- �` UNIT A I I COPPER ROOF ® BAY BELOW (RE: EXT. 1 I 6:12 I ELEVS.) 42 c%4 COPPER GUTTER AND DOWNSPOUT W/ HEAT TRACE, TYP. I ROOF BELOW SEE I N I NOTE: ALL ROOF RIDGE BUILDING 4 UPPER LEVEL _ SNOW GUARD, TYP. HEIGHTS ARE FROM EL= 0'-0". ROOF PLAN PLAN (SHEET A143) `-6" RE: DTLS. 3 & 4/A536 F.O. WALL 'i e_ I BELOW 3,-6" A341 UNiT B BUILDING 4 --- ROOF PLAN BR9 25'-11" 14'-1Y2" aq 26'-7" A144 1 2 3 4 N 1 D Q 2004 42140 ARCHITECTURE, INC. 1 4 2 3 A34a 4 I El � t ' uc � Z. r► STONE PIER I T&G CEILING, TYP. UNDERSIDE OF DECK ABOVE ,0 o cn w 7= (U V 0 E-01 WD. BRACKETS (RE: EXT. ELEVS.) STONE PIER �T� a T&G CEILING, TYP. .. UNDERSIDE OF E)EeK ABOVE D.3 ,_O" A ,� 0 o W � O WD. BRACKETS w FAMILY ROOM — (RE: EXT. EL.EY'S.) O cIr 10 —0 NEW SOFFIT O �T� A � w .� 9'-0" FIREPLACE Q -EXHAUST VENT I I D =;� I BEDROOM 2 - ® °� ° V 1 4 z s 9'-0" 0 0 FAMILY ROOM wo a a 10'-0" 0 = BEDROOM 2 #I 1 -o" I A34 I m C.3 --- FLEX SPACE r 017NER/DEVELOPER FLAT AT CEILING ® I a�AABOVE 1 O'—O" "' VAM RESORTS 0 STAIR BATH 2 LANDING AT STOR. DEVELOPMENT ° 80 O BE O "4 -5 W '-S" COMPANY 2 I LANDING AVON,COLORADO AT CEILING ARCIUTEC.ToI�RECORD C 1 ABOVE w EQ. EQ. EQ. EQ. = 44 FLAT STAIR BATH 2 �1 � LANDING O ® ■ J r " s " M�IECRJRE o, BEDROOM 1 d 2 —p S4FOI,T m° 8 _'0 Dames,cowraao Q 7 0 I MASTER PLANNER 1 DESIGN ARCIIICXICT O LOWER O O ENTRY 89-092 A 44 HART I HOWERTON ® I NEW YORK.NEW YORK STORAGE Soto " MECHANICAL MONRO&NEWELLErc s.naC O � r� 10 —9 t BEDROOM 1 AVON DO,COIARA 1 2'—p"� 4* ON 2'—�" e. MECHANICALEI BCnUCALENGINEER �i M-E ENGINEERS.INC © lal AVON,COLORM)O B.7 v cIVd.ENC4NEM N ALPINE ENGDR RWG,1NC_ Lj VAII.,COLORADO 1 BATH 1 A345 74F�1� �� I NTRY 2'-6 8 —O hoot PROJECT NUMBER 20900.00 g•—p'• I '—O" O ISSUE REVISION DATE EQUAL EQUAL EQ EQ. ® A.S.I.21 0$.29.05 1 8'_p" A.3 — EQ EQ 42 � � � MECHANICAL BATH 1 I 10'-9"f 8'-0" EQ. EQ. A345 O iv SQFFII B 7 —O =I cV A 1. REFER TO M/E/P DOCUMENTS FOR UNIT A U IT B FIXTURE TYPES, LIGHT SPECIFICATIONS, 1 CIRCUTING AND ADDITIONAL I i A34 INFORMATION. 6 R9 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. 5. SEE ADJACENT T NOTES 25'-11" 14'-1y2" 26'-7" AND DIMENSIONS NOT S OWN BUILDING 4 GARAGE LEVEL 1 2 3 4 REFLECTED CEILING PLAN BR9 GARAGE LEVEL REFLECTED CEILING PLAN A145 N © 2004 42140 ARCHITECTURE, INC. 1 4 2 3 4 •..to °, .9 25'-11" 14'-1}Z" 26'-7' + _ I r Fr,. - h• d' T&G CEILING, TYP. A34 I I ag I WD. 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At1t AVON,COLORADO 82—Off 9'—O" ( R ARCHITECT OF RNCORD 1'-0" KITCHEN SOFFIT R C R 1 R W At07 HOOD 9 STyp. I � Fri � t A 44 ► 0 (RE: INTERIORS) ° 3'-8" a g,—0" N N / I NP• CENTER FIXTURE FL OR ABOVE I EQ EQ Dern,er,Colamdb R IN COL VE BAY, 2'-O" TYR TYP. : I MASTER CLOSET 8x8 DEC RTIVE � " ERPLAN ER 8x8 WD. HEADER (BTTM. TO ALIGN •� _ 4x8 SOLID WD. ut2 1 W CEILING MBER R �� � nFSiGNaRCHrrfcT HE TYP. DOOR Q BEAM ® 9*_O" � HART HOWERTON 1.HEADER) { PERIMETERS. TYP- 2'-p' KITCHEN NEWYORIG NEWYORK 2'-0" I'' EQ. 6'-0" EQ. I FLOOR Al OVE aloft '`' n 2'-0' 0 I MUCIURAL ENGINEER SOFFIT 1 d MONROE&NEWELLENGnvE]IRS,INC MAIN ENTRY TYP. AVON DO ,COLORA R Alga a Cy / = M6CIANICALPLECRCA[E N CJFR N M-H ENGINEERS,INC 01 0" s, . " AVON,CODDRADO —o„ 1 90-0 9 4 TYP V-0' n I .trxlraE��n 6yrrc B.7 BREAKFAST ROOM 2,_0. 4'-1-2' EQ. 4'_0” Eq. O O I i� VAH„COLORADO 4x8 LID WD. B ® N Aids KITCH PERIMETER. P. 1 12:12 12:12 �, C- _ I UTILITY I 8'-0" PROJECT NUMBER: 20900.00 45 1 E.Q. E.Q. EQ. EQ. Alta SOFFIT I 9'-0" 9'—O" ISSUE REVISION DATE POWDER CENTER MAIN ENTRY ,� ® A.S.I.21 08.29 05 OVER EQ EQ �' TIMBER�FIEADER N p N 8'--�0" 9'. : O� W 8'—O" � 9'-0" A.3 — POWDER BREAKFAST ROOM C B10b 8410 O I8'—0" 9',0" WALL SCONCE I SKI ' 48 I (TYP. TO 2) CLOSET B I A1a2 5 CEILING I w tO SLOPES) I cV I W - A I I 1 EQ.W EQ. NOTE: 1. REFER TO M/E/P DOCUMENTS FOR FIXTURE TYPES, LIGHT SPECIFICATIONS, UTILITY N CIRCUTING AND ADDITIONAL MW PORCH ARCH wa OPENING I INFORMATION. II 9•-0" 2. ALL CEILING HEIGHTS ARE FROM SKI UNIT B F.F. TO BOTTOM OF FRAMING. -- CLOSET 8'--O" LE 1 3. ALL EXHAUST FANS TO BE 1 eta¢ CENTERED ON TOILET FIXTURE. U.O.N. 42 I I 4. ALL LIGHT FIXTURES TO BE I I CENTERED IN SPACE, U.O.N. UNIT A I I ADJACENT NOT SHOWN.NOTES BUILDING 4 AND DIM I � � MAIN LEVEL I ( REFLECTED CEILING PLAN BR9 '-1 A341 y' 25'-11" 14 2 26'-7" A14Q_], 1 MAIN" LEVEL REFLECTED CEILING PLAN N 1 1 © 2004 42140 ARCHITECTURE, INC. 1 342 2 3 A34 BR9 4 ip 25'—11" 14'—ty2" 26'-7" e.~ E. RANDAL - S �ii«nar f; ! f ffi ffj!!; r ! _ F A r » fi�f-r 16 Jr- D.3 1OX14 a' w 19 —8 f 2- -6- 1 OX 14 SOLI SOLID WD. WD_ RIDGE 00 0� BEAM BEAM s—6" ir;� /°_ 'ter=: ' .`!;;s� O Ld cr C7 r�—, `!f� � f'/ir',i• 10 3 N ��` r � - ':=f F �F',': f 8X8 TIMBER — — — — I� FIAT 1 10X 14 SOLID I ✓° ,. a , { , �. ; -'; `, - I CROSS TIE w w 1 WD. BEAM ..� A343 10X8 SOLID WD. a �Fr .l:`j . . ,• V 0'-5 1/2" RAFTER �; , e C3 8X8 SOLI l / if rf! / 1 F > %ids 7a^9u =� a as w WD. CROSS I� ' —9 f 1 E > / r ♦ J r r 1 a BATH 4 q ROOM — v �e* PARTIAL SOLID L a ra is R 1 " 8 —0 i DECORATIVE � 12'-2 "f S ING _,C*"PT. I WD. PURLIN, EQ. EQ. EQ. EQ. EQ. EQ. 1 1 FIR TIMBERS, }�9 —0 1 P ❑ TYPICAL. C4 PEAK �TYP.) 434 io I �' � BR9 CLOSET 3A cy ® 2'—Or a' 2r-6r iv �R- S :` �I 4X14 DECORATNE FIR �`� o, TIMBERS, AT CLG f owNEa/DSVELOPEx 8 —o I uRESO1NT w Es u.N.o. VAIL RESORTS LLd 8r-p" CLOSET 4 CLOSET 4 M ��nAANINle `> 'Q� HALL d ® 6 ® LEVY. DEVELOPMENT cr 2' ® W 8.—Opp W Qr—Oaa id " g'_orr U C] Y, COMPANY BATH 3 ;�, - $'-O" - sTER BDRM. AVON,COLORADO a�+ v ® " CENTER ® — — — — — ARCfWfECrOFRH01= SOFFIT 1'-6 EQ. EQ. EQ. STAIR '—Oaa C 1 7'-9" `'' 8'_g" LANDING 3—0' 8'—O" n A344 1'-6" 5'-2" 2 I CEILING w `D ACCESS "' I `i 1 -6r a oamar cmlaiadn PANEL, TYP. N a 2'-6" I 1. L MASTER 0 PLANNER 1 qt & N EQ. EQ. EQ. EQ. 2 _g o 1'_ DFSIGNARCHfrBC'r -+ -3 —$' I 4344 HART �HOWERTON CLOSET 36 'E' 8X8 WD. n,P — ® T �, .HEADER I II uj$'-O" BEDROOM 3 BEDROOM 4 OFF srsLrclvx�'L-rr'G]NE s, n�ormoE NEWEiL FxGn +rC X03 2'-0" HALL 2'-6" EQ. EQ. 1 a-6 Cy 7'— AVON,C)WPADO 0 aD TYP. w CHANLCALFFCAt EivG / r r •! 11 '-9 1/2' 11 '-3" I 9'—O" 1 � Fes' o o �QF sly FASTER BATH AVON,COLORADO j f / '/• /j s I CPAL ENGLNEEIl r f ♦ f�J f / / f 'f _ f $a—o'a �A ® -N N A144NEFNGINFERING,DNC. �i ✓'/ /- 8'—0" f VAU COLORADO 81—o" s n N 9'-0ar f / J PRO ECT NUMBER 20900.00 � I 4345 o / BATH 3 / 8 ISSUE REVISION DATE . s —o L., EQ EQ Q EQ E EQ W A.S.I.21 08 29.05 W W O 51-3" 1 4345 HT1111 H III I IJ1111111LI111111111 1111 I MSTR. CLST. 3—0 9 O" — — — B em T 9•-1 r � I co IN 1 I ! C� BEDROOM 3 W ® NQIE: / DOCUMENTS FIXTURE TYPES, LIGHT �PECIFICATIONS, 11 '-9 1/2" CIRCUTING AND ADDITIONAL INFORMATION. - d 2. ALL CEILING HEIGHTS ARE FROM F.F. TO BOTTOM OF FRAMING. 3. ALL EXHAUST FANS TO BE 1 CENTERED ON TOILET FIXTURE, U.O.N. 1 4342 I I 4. ALL LIGHT FIXTURES TO BE CENTERED IN SPACE, U.O.N. 5. SEE ADJACENT UNIT FOR NOTES AND DIMENSIONS NOT SHOWN. BUILDING 4 1 I I I UPPER LEVEL 1 REFLECTED CEILING A341 PLAN BR9 UNIT A I I UNIT B I BR9 25'-11" 14'-1y2" 26'-7" UPPER LEVEL REFLECTED CEILING PLAN 1 1/4' = 1'—o' e4-„RM3.d” A147 .11 N © 2004 42140 ARCHITECTURE, INC. E. RAC, l 8_4 a A >' � Q o W F 4 r0y 4 3 EXPOSED CHIMNEY CAP Z 1 a v(RE: 5/A534) W STUCCO CHIMNEY w W/ COPPER ROOF �y CAP I (RE: 3/A534) V � 1OX12 SOLID WD. z REFER TO ROOF PLAN o N r~ TIMBER BEAM ENDS, (RE: STURC.) iyP, T FOR ROOF SLOPES TIMBER SEAM '#0X24 SOLID WD. I I I (SIM. TO DTL.1/A533) WOOD FASCIA ! EL +28'-7.25" SNOW FENCE 10X10 SOLID WD. T.O. MAIN RIDGE _ 10X24 SOLID WD. RAFTER (RE: 1/A342) NOTE: MAJORITY OF EXPOSED WOOD SHAKES TIMBERS FAILS ARE DECORATIVE. REFER TO STRUCTURAL DRAWINGS FOR ACTUAL TIMBER � °�"rIDEO LOCATIONS. VAIL RESORTS SOLID WD. I COPPER GUTTER & DEVELOPMENT KNEE BRACKET 1 I DOWNSPOUT COMPANY AVON,C0I.0RADO WOOD SIDING X L ARCHMCr 0l'RFJC0RD W OOD CO LU MN uu lei WOOD SIDING H US t L)UVER WOOD TRIM– TYP Denver,cd«aeo – Al O CH J CE 4T ID NG (R E H.) MEZZANINE LEVEL = EL +12'-10" MnsrER&PLANN� DESIGN ARCHrrBcr P R I T.O. PLYWOOD SUBFLOOR HART I HOWERTON O T all UPPER LEVEL = EL +10'-4" NEWYORK,NEWYORK T.O. PLYWOOD SUBFLOOR SMUCTURALEW.] EFA . T naONROE�NEWBL],ENGINPFatS,nvC AVON,COLORADO - QQ RR QQ1 . - WALL SCONCE Itsc:IIANICAI.�rr-refcAL sivGnvE� (SEE SHEET r S STUCCO edEENGQ+IEERSINC BR9/A752) 5 Q O ACIVIL CEN ENGINEER ALPINE ENG]NEERING,RVG to � O _ I A521 VA ,COLORADO r (RE: DTL 7/A522) WD. GUARDRAIL & BALUSTERS \ a SEE CIVIL FOR GRADE — — — — — ELEVATION REFERENCES, TYP. ISSUE REVISION DATE - .'FLUE EXHAUST - _ - MAIN LEVEL = EL 0'-0" A Ss.21 08.29.05 T.O. PLYWOOD SUBFLOOR STONE WALL BEYOND _ (RE. TUNNEL — CONSTRUCTION PKG.) STONE VENEER PIERS 7L JL A 11HL O Mla O O N ILA \11v GARAGE LEVEL= EL-12'–D" T T.O. PLYWOOD SUBFLOOR UNIT B UNIT A COPPER DOWNSPOUT(S) COPPER DOWNSPOUT{S) (TIE INTO STORM DRAIN, NOTE: REFER TO SHEET (TIE INTO STORM DRAIN, TYP.) A751& A752 FOR WINDOW WP.) TYPES, SCHEDULE AND SILL & HEAD HEIGHTS. BUILDING 4 SOUTH ELEVATION SOUTH ELEVATION JL 1/4' 4ELA" BR9 A242 © 2004 42140 ARCHITECTURE, INC. d E. RA!`-.'.DA �� - Y■ 0v u Z OF g040 A � 0 A B C D , V wk STUCCO W W CHIMNEY, TYP. ® Uz I I WOOD SHAKES W o a EL +28'-7.25' T.O. MAIN RIDGE SNOW FENCE I I WOOD TRIM OWNER/DEVEL(WER WOOD SIDING VAIL RESORTS DEVELOPMENT FRENCH BALCONY COMPANY AVON,COLORADO I • ARCBr=(*RECORD TIMBER HEADER FF STUCCO KK LL LL ■ J UNIT BEYOND WOOD TRIM 0 I ARCHED OPENING aeASC•ER rt1►NNI:n DlMGN ARCH[FE(.-P UPPER LEVEL = EL +10'--4" HART I HOWERTON — - - -.. .-. .. ._ - - . - . NEwxoRx,IVEwxoRlti T.O. PLYWOOD SUBFLOOR _: - - . . .. .' � . - OPEN KFfCHEN ECWAUST..CRILL 51RUCP{3RAL ENGINIsBR STONE PILLAR MGNROEdcNEWEILENGIlVBERS,INC (RE: DTL. 2/A532) AVON 5 MSCHAMCAL EI SCMCALENG NM M-E ENGINEERS,INC AVON.00I0RADO O EIS. EQ. HH lo II O II CIVIL ENrlRQmR I \ / ALpINFs E CA SEWN •BX— FINISH FLOOR n N : .I A.J roo SEE CIVIL FOR GRADE c° - ELEVATION REFERENCES, TYP. PROJECT NUMBER 20900.00 MAIN LEVEL = EL 0'-0" _ _ - - - - — - - = - - - _ — ISSUE REVISION DATE T.O. PLYWOOD SUBFLOOR - - 2 = MI A.S.I.21 08.29.05 — DASHED LINE OF CONC. RETAIN•G WALL I _ _ (RE: S1RUC.) M. EXHAUST(s) — — — — BATH R _ _ FF f:F (RE: MECH.) - _ STONE VENEER- TYP — - - GARAGE LEVEL = EL —12'-0" T.O. PLYWOOD SUBFLOOR UNIT B A CRAWL SPACE NOTES: CRAWL SPACE XHAUST TERMINATION VENTILATION INTAKE A (RE: MECH.) 1. PAINT ALL EXPOSED MECH. (RE: MECH.) TERMINATIONS TO MATCH BOILER FLUE ADJACENT WALL FINISH. BOILER COMBUSTION EXHAUST AIR INTAKES (RE: MECH.) 2. REFER TO SHEET A751& (RE: MECH.) A752 FOR WINDOW TYPES. SCHEDULE AND SILL & MAKE—UP AIR INTAKE GAS METER (MAINTAIN HEAD HEIGHTS. (RE: MECH.) CLEAR MIN. 4' TO BOILER BUILDING 4 EXHAUST & INTAKE) WEST ELEVATION (RE: MECH) SOUTH ELEVATION BR9 A244 Q 2004 42140 ARCHITECTURE, INC. E. ell 4 4 A B C D r� 7'-6" 23'--11Y2" 1 s'-072" V J w STUCCO CHIMNEY, � a TYP. COPPER A I OVERFRAM STRUC.) CHIMNEY CAPI CHIMNEY CAP. Q; MAINTAIN ACCESS RE: DETAIL 5/A534 3R A534 AIL WOOD SHAKES A ,0 BR9 BETWEEN ATTIC 12 / } 1 SIM tv AREAS, TYP. 4 -3/81 � tt- t -- A4 - RIDGE �33HAND Mwwww wwww wwwwwf, _ :. RIDGE - - -- ---- +26'-2 1/2" I�T1 A ri +25'-9 1/2" ___--------------- RIDGE rT1l w td 1 1 ROOF BEYOND F+~ +y IWOOD TRII 1 94 U z \ 1 WOOD SID G NG. T USS I 1 Woj FRENCF ONY : ! DECORATIVE a I TIMBERS. ° ♦,... w ..� iwwwwwwwww , MEZZANINE TYP. I ® 1 3 SIM. BEDROOM 3 1 I BATH 3 I I I I 1 I A417 I 1 I 1 UNIT BEY D ODF ------------ ------------------------- ---_-_-_------ -- -- --- -------- - 1 - - - ----------- 1 - -------------- ------ MEZZANINE LEVEL = +12'-10" 1 1 I T.O. PLYWOOD SUBFLOOR VAIL RESORTS 1 1 -------- I --- - --- -- ------ - --_-_ - - --------- - -_ -_-_--1----- -------------- _ __ UPPER LEVEL = +10'-4" DEVELOPMENT T.O. PLYWOOD SUBFLOOR COMPANY ! ! I 1 DECORATIVE AVON,COLORADO TIMBERS, OPEN I ARCHTrF=OFRF.CORD 1 11 I I I \ STONE PIU AR (RE: DTL /A532) 1 I ! ! ! R FA , 1 �OPE OECK o Irrti9cn I - ENTRY PORCH = 1 MAIN ENTRY 1 I 1 6187 Demmer,Gaorado eio, 1 etas ! 1 I 1 1 I I I LMNG M I - ��FINSH FLOOR �arLANNM I.Lt, ! I ! �' SEE CIVIL FOR GRADE DESIGNA�RCtUTECr - - - - 1 1 I /' ELEVATION REFERENCES, TYP. HART HOWERTON ------�-- - - - - - - - _—_ _----- - --- - 1 - - AMAIN LEVEL -' 0'-O" Nl'iW YORK,NE�VYORIC _ ! � T.O. PLYWOOD SUBFLOOR 1 I I 1 I H 1 Arm,11 s UCrURAL ENCANFSR 1 I I I f-1 I �I I�I ' I I-1 I I�11 11�I IE I H I I� ICI E I�f I— I MOMOE&NOVUL IENGHIMM INC 1 :.y. — AVON,COLORADO MEGIRM CA�t mss,LENGENEER AVON,COLORADO I I 1 STAIR 1 SOFFIT - 1 Crvn�GINFFB ALPINEIN0RAD0_INC w ! I FAMILY ROOM 1 C I PROJECT'NUMBER: 20400.00 LOWER ENTRY 1 TERRACE. 1 GARAGE I ® j I ; ® -. --� .-:--- I RE: TUNNEL C NS C. - PACKAGE 1 1 - - ; ISSUE REVISION DATE A.S.I.21 08.29.05 I - 1 GARAGE LEVEL = --12'-0" ------------ ------------------ -- - ---------- --- - ---- - 4. I I T.O. PLYWOOD SUBFLOOR . . 1 1 ♦ I I 1~I I EI TYP. G. ELEV. ! CRAWL SPACE o — — RE: sTRUC. �— �- 11�Il-lf�ll I�Ilk�ll�l�l[ 11=lil�l ICI I I I�IC� II�I� ICI ICI I I�—I ��j�I-II 11 Ik �°. III ILL ij� ikj I � III I ; I I Ill I III k f l I III �I I f l�l 11 ICI ICS I I �11� 11� Il�llf-II- fl� lklf — I I I�II�I�IIk�I Il i ! :• - .' ) I�II� 1,'I I Ik�l�l I I IIE31 �Il�fl I Il-llfsll ` IIHl�ill�Efrll lll�ll�l�l —lHI1=II�f 11 f I I I�� , _' . . 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REFER TO DESIGN & CONSTRUCTION TOOL FOR CONCEALED SPACES, SHEET R003. 2. REFER TO TUNNEL CONSTRUCTION PACKAGE FOR TUNNEL / GARAGE. 3. ALL ROOF SLOPES REFER TO ROOF PLAN. BUILDING 4 4. REFER TO EXTERIOR ELEVATIONS FOR BUILDING SECTION WINDOW AND DOOR LOCATIONS. DR( IRING 4 -- SECTION UNIT B) A341 1141 © 2004 42140 ARCHITECTURE, INC. E. f 1 2 3 4 14'-1y2" 26'-7" I 1 F.P. VENTING 1 O TO CHIMNEY IN ♦r. � .l. � � % ♦� � � � ..� FOREGROUND r Q r 5b 5#M. 1 SIM. Wa 1 ! I A415 5a SIM. 1 1 A905 ♦.r � mm � � � ,_ � � � � � n �.■■� O 1 _ I 111 ( ENG. TRUSS A A905 1 1 I RE: STRUC. I knoll ! 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COORDINATE WITH FIRE PROTECTION - - CONTRACTOR DURING FRAMING RE: PROVISIONS FOR ACCESS TO CONCEALED UNIT A UNIT B SPACES AND INSTALLATION OF FIRE SPRINKLERS /OR ACCEPTABLE ALTERNATIVE PROTECTION METHOD. REFER TO DESIGN & CONSTRUCTION TOOL FOR CONCEALED SPACES. SHEET R003. 2. REFER TO TUNNEL CONSTRUCTION PACKAGE FOR TUNNEL / GARAGE. 3. ALL ROOF SLOPES REFER TO ROOF PLAN. BUILDING 4 4. REFER TO EXTERIOR ELEVATIONS FOR BUILDING SECTION WINDOW AND DOOR LOCATIONS. BR9 1 BUILDING 4 — SECTION UNIT A ,d& B ) A343