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HomeMy WebLinkAboutA2-27 - LEVEL 4 ENLARGED PLAN -AREA 3 i , 11 12; (1 ' 14� ( � 15) 16� �17 (18 19 �20`� �� GENERAL N�TES � 8'- 10 7/8" 18'-3 1/8" 4.0 24'-4 1/4" `�4.0 23'- 11 1/2" 18'- 11 1/8" 1 5'-5 1/8" 13'-7 7/8" 13'-6 1/8" 5'-6 7/8" 4•2 1. DO NOT SCALE DRAWINGS. IF CRITICAL DIMENSIONS DO 28'-3 5/8" 56'-6 3/8" 25'-6 1/2" 8'-3 5/8" NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT. 2. IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR iI� � BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY q '4'- 10 1/8" 5'-7" 11'-4 1/8" 5' 2" 5' 2" 11'-5 1/8" 5' " 4'- 10 1/8"i THE ARCHITECT FOR RESOLUTION. 3. ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD A4.2 A3.44 2 CCD 052K PARTITIONS ARE TO FACE OF STUD, U.N.O. � 4. FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND � NOTES'FIN"OR"CLR". � 5. FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � � ��*�h�� }� A� _ 1 � � A3.43 1 i _ -_ _ • -- • . - _ i � J - - - � �\ ELECTRICAL PANELS,&WASHER BOXES TO ALLOW � � � L 413W.B 413W.0 413W.D 0 0 -°0 A42 � RECESSION INTO WALL. PROVIDE CONTINUOUS FIRE � I= RAT I NG. � � i � M CCD 052L �� 6. DOOR ASSEMBLIES IN CORE&SHELL ARE 6"FROM FINISH ��, I 2 � R.O. R.O. 4'-8 3/4" 6'-4 3/4" 6'-4 3/4" 8'-2 /8�� R.O. R.O. ' A3.41 2 A3.40 ' FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF, = N U.N.O. Z � 3'-0 3/4" 3'-0 3/4" R'�' R'�' 3'-0 3/4" 3'-0 3/4" � � z � 7. REFER TO WALL TAGS,WALL TYPES,AND LIFE SAFETY TO , 3 -5 3/4" 1'- 1 1/4" - a C� 1 � SEE FIRE RATINGS,SOUND RATING,&DETAILS 7 � 3'-6 1/4" 3'-6 3/8" d' � ASSOCIATED � � � - O I 7 1/4" O m _' � Q � 1 1 a oo � 4 3W.A 1 2 W.D.1 � �M � = 8. AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST., STE.#100 � ; DIAGRAMATIC PURPOSES ONLY. DENVER, COLORADO 80205 A13.04 .�.�.�. � oo � 9. NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303.861.8555 F.303.861.3027 3'-9 1/8" ' 3'-9 1/8" 9 1/4" DOO RS. g" ao 10. FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET . UNIT C101 8'-3 7/8" 5'-5 1/2" 4'-7 1/2" 4'-7 1 2" � � 2 � '-7 1/2" 4'-7 1/2" 4'-8 1/2" 6�� PER LIFE SAFETY DWGS. EDWARDS, COLORADO 81632 � 11. FOR GAUGE OF EXTERIOR STUD WALL REFER TO R.O. R.O i A1 .04 � i R.O. R.O. STRUCTURAL DRAWINGS. 970.926.8960 F.970.926.8961 • � � c� `�• •�� 12. ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1,AND � �� LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLYAS DETAILED ON SHEET A13.01 U.N.O. �''� • � ��� M M ti � � N N � �3 MAINTOAIN A ONE HO REASSEMBLY; EX EPT FOR ALLO �� �� � i �� �������� COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � � � � N A 3 HOUR ASSEMBLY. 0 14. REFER TO SHEET A13.01 FOR INTERIOR WALL TYPES 4 3/ �� 2'-8 3/4" 2'-$3/4" N � 15. REFER TO SHEET Al2.02 FOR EXTERIOR WALL TYPES � 3'-3 3/4" I 5 1 3 3/8" 6,_��3/8" � � 16. ALL FULL SIZE PARKING SPACES TO BE 9'x 18'AND 4" 1 6'-3 3/8�� 7'-0 1/2" 6�-3 3/ �� 3�-6 1/4" 4 4 6'- 1/4" 6'-3 3/8" COMPACTS NOT TO BE LESS THAN 8'x 16'. ALL DRIVE � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' R.O. R.O. R.O. 6�� A6.06 I A6.06 R.O. R.O. R.O. MINIMUM FOR ONE WAY TRAFFIC FOR 60°ANGLED PARKING. `- /I C1 �� C1 � M 17. ANGLED PARKING TO BE 60° U.N.O. 2 � � Z � 1 I � Z 18. REFER TO SHEET A13.03 FOR INTERIOR CEILING gA R N E � � � 411 W.A � � 1 PENETRATIONS, WALL PENETRATIONS,AND WALL .Q7 ' -� P1 � UNIT -� JOINING AND SEALING DETAILS U.N.O ���- - - -- - � P1 , Q �- -- - -�N�I-- �- - - - -+ ��� - �- --j -- - a P� �--- -- �A�4.p$/ -- - - - � 8 1/2" 413 p� 9'- 1 5/8" ��� ���T RE: A9 25 R.� � A R H IT E T 414 �( F= 138'-9" ) P1 RE: A9 26 (F = 138'-9" ) P � 1 � - A4.01 \ 27'-2" 6'-0 3/4" 6'-0 3/4" � 27'�2" N 1936 MONTAUK HIGHWAY RE: A9 27 UNIT BRIDGEHAMPTON, NY 11932 P19 7 2'-9" P13 41� 631.537.3555 F.631.537.0558 P13 8'-0 1/4" 10'-2 7/8" P1q- - WATERCHASE WATERCHASE - ��gg _ _�.__ _ SHAFT CAP SHAFT CAP • • 210 Edwards Village Blvd., Suite D-207, PO Box 878 ����f; �.. �y.;.,� , ��, ��. � -. , , . ;r - - - � �,�.;� � Edwards, C081632 � _. ;� �� ; ,� - `���� � �� -; �/ . :�:� ��/�i% /�- �--�� �: . d� �. 5 P13 � �; � � � -- - �, � � ' P13 970.926.4151 A5.07 • I I�1 � � P15 ;�� ������: • A5.19 °' _� � P15 � '% � . � ,� � �� � � � � �� �, � , �� • �� � � ISSUE/REVISION DATE NO. � � � � STAI RS �, �z ��s - - - - - - � 20 �� , _ -ST-AfiRS ; �� - - D � • �--� � ` P2o . . � � � o : i` � 5 S3 �; P20 � � �p20. I . _ I � 4 ; A5.08 OWNER REVIEW 16APR08 l �� � CONSTRUCTION DOCUMENTS 8AUG08 � � UP / f p • . (FF= 138'-9" ) � � �P� � i.o 19 � P15 �� � i� P15 � TRASH RM � � ' - - � �' ' •�•�•� � � o TOWN OF VAIL UPDATE 5FEB09 Sim °��: /,��,>,� ��� � � : _ 5 < ,,, , ' ; ,� �,� � ,� � . � � 427 � � , __ ��� � ���;.:��y�� �.,;�� � � _ _ , . ,_ ., ,. _ 6 N •- •-- • . • - ;, � � �� '� P2 M � .�.�. , N I A5.04 ' � � "' o • ���F='38'-9" ) %� � � � A .04 � � � P15 '� • RASH RM � P2 , . r_. ELE �� v - RE � VI I N E _ _ I E EV _ _ _ � _ I _ _ I _ � � _ _ P20 , � _ 1 ` _ _ �E 1 DESCRIPTION DATE NO. . i � i . � � 426 � `n ir� • • �� ��� �_ FF= 138'-9" � � _ o o u �. � � o o � � _ � �� � o � �' (FF= 138'-9" )' p�g � ;' � �. �'� � � o � ASI 1-CANOPY ROOF 16SEPT08 1 (FF= 138'-9" ) � P28 ' _' � � ��� � 2 - • • < • , � ; �d- _� _ P28 � � ' �� �' ' � - _ P19 , � � � /�' % ,, �'i; v - I xj�,r:r. i � ��,% � � � � ----- �---- --- . - � � �PZB�� --_ ---- -- - ---- � F � ALIGN � � ALIGN P 3 �.,� �� _ 3'-6 3/4" 10'- 10 1/2" 8'- 11 7/8" 10'-3 1/8" P 8'-0" � M �,, � % p2 9'-0" 4'-7 7/8" 13'-6 1/8" I I 10'- 11 3/8" � , 413 � � 412�> CORRIDOR ALIGN 3'-6 3/4" R.O ALIGN �° � �P28 � - - �� �� - �'- � -� L1�6fJ- - ��,Ll � � - � - - - - � P28 '- _LIG�L- - - �r4��IGR}-- 4 � , � � � � �� � o � � P28 C1.- � CORRID R � ALIGN o P1 � •--�•---•�-- ---•---•�--•-� �P1 �- `n � `r � o0 / 13 o ALIGN �C1.I P281 � � C1., I P2 � C1. P28 � 424 P1 w �A6.11 W - p� C1. P2 C1 � I 11'-5 1/8" R.O 8'-4 3/4" 5'-4 1/8" 4'-6 1/8"4'-8 7/8" R.O 8'-9 5/8" p� � ' ' °' � �' C1 P1 8'-2 3/4" R.O 5'-8 1/2" 14'-7 1/8" R.O � � '-3� 3'-6 3 4" C� ' � �'13 . i V�t.� 4�2 . ' 12 '-�3/ 3'-7 1 8" -3'�I 3 4" � H 2 P1 3'-4 3/4" 6' (FF= 138'-9" ) (FF= 138'-9" ) � PRIVACY SCREEN ; 5 � A6.11 (FF= 138'-9" ) (FF= 138'-9") P� ! �' 4.01 � ' I6 7/8" I a� i a� I 1'-0 5/8" ' c� 4'-03/4" 11'-71/2" � � 6'-05/8" 4'-03/4' R.O I I 404 .A 405W.1 R.n . . . . .� . . . � � N 404WJ 6�� 3'-4 3/4" 6'-3 1/4" 7'-6 3/4" '-0 /8" 7'-6 3/4"_4'-0 7 " 6'-3 1/4' 3'-4 3/4" 6�� 405V� _ i _ 3'-6". -R.O.= .- R.O. R.O._ -:.- R.O. R.O R.O, 3'-6" - I = - = � _ ,; ,; -- = I 3 � (V � - - - � (N`� - , , -__ , „ _ :. , „ - • �..�-,-p - -- -�--8'-11 3/4'7/8" I 2'-410$ 6 7/8' 10 6 7/8 81 1 3/4/$ �' I' __ �,. 0 � 4.07 6, o � 404W.H UNIT o �, U �'�' 405W.B o a, 0 � � :- � 404 �. � I 1'-9 1/2" 1'-0" 1'-9 1/2" � I 4 5 -� � I J � � J - - - . _ � - - - - _ ... -N-- -- Ir:.-- -�-- -_ �% . � M _. � M RE: A9 17 � � M N _ � RE: A9 18 � � K " - °- °° - N � ' � ° ° ' � U � � _ -- A3.17 � o o . �n �.,, � � o o � ih � � � � � �- K J M \�� � 0 O � � M � M M (V ch , . - I 2_ _A3.20 _ . _A3.20_ _1_ _ � • � ° � J � o � 404W.0 � _ � - - = I - --- _- O ,, 405W.G i �.;� `�' w . - , , � � 404W.G 405W.0 � o � � � � � � _ _ _.. _ -- _ W N --- - - - � � ' ` � C� � , - _ � _ , _ � � Z M 00 I I i � - � I I 00 � � �/� Q � O = 00 � O � �`'� � ' � i N � � N � N � C� � O �-� � - - - i - -� � � � � � ��� 04W.F.3 1� - - - - - ' - - - - - - � � .- 0 10 05W.D.1 \ � � � � A6.08 A6.08 � A6.08 SIM. SIM. A6.08 � co � � � � � M � M � � 4.07 � o O 04W.F. _ M � i 05W.D. � � � � � ° � � � � � a � � , M _- -_ _ � - '' � N � / ' � -- _- - _. _. r_ __ - - -_ _ - �] : .� . . ; J O W �43�t 8 1 � � � � � � � - w ����� w _� �, � � � w w � �� � � � � � � v � v � i �r; � ' - � - 3 -- � I `° 04W. . 04W. . 04W.D. W.D. � N A4.2 � � 05W. . 05W.F.1 05W.E. 5W.E. �� � I i� � � U � � , � o � � _ o o - � � � � ., � � ��� •�• • •, � � � � � � ��� •�• • • 1� � I w � �^ C p� 5'-81/8" 5'-43/ " 6'-71/4' 5'-43/4" � � 5'-43/4" 6'-7� 1/4" 5'-43/4" 6'- 17/8" p 1 � VJ . . . . . . . . - �� R.O. R.O. 1'- 5/8" 1'- 5/8" R.O. R.O. ��� � /1/ 6" 1'- 7/8" 1'- 1 7/8" 3'- 1/4" 5 5/8" 5 5/8" 3'- 1/ �� 5 5/8" 5 5/8" � L.L I3'- 10 1/4" '-4 1/4" � 4'-0 3/8" 3' 10 1/8" 3'-2 1/4" '- 1/4" 3'-2 1/4" 3'- 10 1/4" ' � Q i 6'-7 1/4" 42'-3 1/4" 6'-4 1/2" i J 39'-4" 2'-8 5/8" 39'- 3/4" M O 2'-8 3/8" � � 00 I � I 1 I 1 I 1 I A3.19 4 � A3.21 A322 � 4.2 4.0 (\Q� - - - - - - - - - - - - - - - - - - - (�/ I i � I � I � � � � � � 1 � '-� "-\ �� - - - - - - A3.07 - - - - - A3.09 - - - - - - - - - - - - ��� I � � i � I � � �s� - - - - - - - - - - - - - - - - - - - - - - - �s� � � ' � � LEVEL 4 ENLARGED � � PLAN -AREA #3 � � � Z � N Z � N PLOTTED 8/19/2009 9:53:21 PM N � � N T _ � Q _ _ _ � _ � _ _ _ _ _ _ � _ _ _ � _ _ _ � _ _ _ _ _ _ _ � Q _ � CHK'D BY Maggie Fitzgerald,AIA . . �_� QC �,JJ QC �,JJ �O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C.,ARCHITECTS G � G � NSHEET NUMBER: I � I I I � I I I � LEVEL 4 - AREA #3 . 1/8" = 1'-0" /�, � � � � D.P.A. PROJECT # 06232.00 11 �12� � 13, 14 15 � �6` 17� 18� 19 20 FiNA� c� issuE - $ au� os � _ � �� � � � _