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A2-28 - LEVEL 4 ENLARGED PLAN AREA 4
�� A3.38 � �\ , 40 % GENERAL N�TES 21 � 22 23 24 A) 25) 26 27 28, 19�- 1" I � 19�- 1 7/8�� 23�- 10° I �, 16�-8 1/8° ,, i 19�-0 1/2" 15'-3 1/8° ' 7'-4" 1. DO NOT SCALE DRAWINGS. IF CRITICAL DIMENSIONS DO `�� NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT. � � h� �� � ;% 2. IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR � �'� X� ;% BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION. 12.3 � 2 � � 'C ��� ��� 3. ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD � PARTITIONS ARE TO FACE OF STUD, U.N.O. I �\�; �i � - - - - - ._ - - � - CCD 052M� A�6 "' � A 4. FINISH DIMENS ONS ARE TO THE FACE OF FINISH AND �- - � � - - - - - - - 0 �� - - - Qir' - - - - � � - NOTES`FIN�OR�CLR�. �� � 43'- 1i1 1/2" ���, ��,, � � . � 5. FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � �r*�h�� }� CCD 052L 1 1 ,� ELECTRICAL PANELS,&WASHER BOXES TO ALLOW i � � � � L `� 1 '-0 7/8" 11'- 10 7/8" � 11'- 10 7/8" 10'-0 7/8' �� I ,� ��, � RECESSION INTO WALL. PROVIDE CONTINUOUS FIRE � B� �j,`l' � �� `� � � RATING. qj 3'-0 3/4" � c�� 3\ t,�A�b 'A� u�i� � 6. DOOR ASSEMBLIES IN CORE&SHELL ARE 6"FROM FINISH � ��� \� 4'-5 5/8" 4'-5 5/8" 3'-0 3/4" .�S/ �� ,�'� ' � �� U.N.00F ADJACENT PARTITION TO EDGE OF DOOR LEAF, 2> "�� � ��� � �� 409W. 409W.F � S� 6'�, � 7. REFER TO WALL TAGS,WALL TYPES,AND LIFE SAFETY TO �\ R.O. R.O. �. . 6,, A3.36` ��" ��'' � SEE FIRE RATINGS,SOUND RATING,&DETAILS D�� \ A6.12 � O' X 5 A5.27� 0° ASSOCIATED D� '� ��cb ,A �'� � Q-� � 8. AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST., STE.#100 �-�� 5 � �\ O •� S; DIAGRAMATIC PURPOSES ONLY. DENVER, COLORADO 80205 �. � � 10 co / .� 9. NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303.861.8555 F.303.861.3027 Q-• 410W.A 410W.B �� ' �\ 409W.D 409 .G 'A �� DOORS. \�` � 'A � �6 � d''' 10. FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, �o �'` 410.E1 'O � A3.37 09 .H 0225 MAIN STREET . UNIT C101 � � p� O' I �' ��� 409W.0 4.0 �� PER LIFE SAFETY DWGS. EDWARDS, COLORADO 81632 \ p \ Q-• I, � � � � 11. FOR GAUGE OF EXTERIOR STUD WALL REFER TO B � �, 411.E1 i � q� � �X3) STRUCTURAL DRAWINGS. 970.926.8960 F.970.926.8961 o � g\ � � �� � �� 12. ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1,AND o ,l\`b I � � �� I. �/���� �� '�6,� I LEVEL2ARETOMAINTAINA3HOURASSEMBLYAS A3.39 2 �1, 410W.0 �� / `> DETAILED ON SHEET A13.01 U.N.O. � 11 W.0 �� � �� �1• 4 � 93. ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO � � M� � ����� �y; � ,�A`b ��� � _ MAINTAIN AONE HOUR ASSEMBLY; EXCEPT FOR ALL eo � 4.0 � � � I N COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � - p�� nj\�` �� 6'�, � A 3 HOUR ASSEMBLY. � ' � O � � �� 14. REFER TO SHEET A13.01 FOR INTERIOR WALL TYPES -� � M � � �� � � � UNIT �� � co 15. REFER TO SHEET Al2.02 FOR EXTERIOR WALL TYPES � 410 _ �c N • 'QO �j, � / � 16. ALL FULL SIZE PARKING SPACES TO BE 9'x 18'AND � 411.E 411 W.B 409W.B � COMPACTS NOT TO BE LESS THAN 8'x 16'. ALL DRIVE i N _ C1 � A6.06 � � �r�\`1' 409 � 409WJ ` >�I � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' � \409.E3 MINIMUM FOR ONE WAY TRAFFIC FOR 60°ANGLED �, 3'-5 5�$" � �� � _� � � RE: A9 22 � ��o,, PARKiNC. C _' 2'-8 3/4" �'- 10 3/4" z � 410 .E � � o0 4.0� • '�� � � 17. ANGLED PARKING TO BE 60° U.N.O. � � _ ��` 409.E � 18. REFER TO SHEET A13.03 FOR INTERIOR CEILING �� R.O. a M � \ I 2 O NENG ANI D SEALING DETAI S U NOONS,AND WALL BA R N E � • � UN�T � � � � 4�9W.A A 10 I 410 M �' _ A .06 4.2 � \ � ,�35 I .�.�.�. . . � � � AR HITE T RE: A9 23 - - - N � \ I � � 10 -�•�-�• � I � 2'-9" R, P� A 1�� � � � 1936 MONTAUK HIGHWAY /� ��q� � 409W.K �° BRIDGEHAMPTON, NY 11932 I C1 � 2'-9 7/�" 3'-0 3/4" 4� ., I q, ���,, 631.537.3555 F.631.537.0558 1 ' 4� � (FF= 138'-9" ) T � � 409.E1 �� � � % ��� � 210 Edwards Village Blvd., Suite D-207, PO Box 878 D UNIT NO GYPCRETE 9 7�8„ �, • 1 �4; Edwards, CO 81632 9W.L �3 � 970 926�4151 411 3'-6 3/4" �' 4'2 ' p' I d. 10'-9 3/8" 4'-0 5/8" 7'- 11 "� 11'-6 1/2" 6�3 1/2" � ��� � �� �� � � � ISSUE/REVISION DATE NO. RE: A9 24 � � �'° 4.0 � �. ��� � � � p� p�g R.O P1 �3,� _�� `'��� Q-•� ��'�� � � OWNER REVIEW 16APR08 I � � 3 �� CONSTRUCTION DOCUMENTS 8AUG08 �� � -6 7/8°� � �6,, 409 .M �� , �� •�• • � � TOWN OF VAIL UPDATE 5FEB09 � � C � -�3/ ' ����� � �j, z \ P1 � P19' � �� 4i � p`�, �i C1. � 432 P � � C� Zg P� R.p ���'�. \ �� o REVISIONS P28 J D� "� � `" P28 p�0 _ o Q P�$ Q� o� � �"�� �,�`� � DESCRIPTION DATE NO. i(� � � � � �' O' i-� � d� I o � � - __ � I � ,� -�. �. .- ..- -. . -. .- - .-. . _ � � - - -� - 1 ASI 27-SECONDARY ENTRY 150CT08 1 � ALIGN � � C� (FF= 138'-9' ) �• N $ � I � _ DOOR CHANGE M � \ . - � � C1. 3'-4 3/4" II 1'- 1 3/4" T � 09BJ O M ° �b �' 2 `-3 33 T.O.V. UPDATES O4NOV08 2 ' (FF= 138'-9" ) - ALIGN 17'-4" P2 P7 P20 C1 � P7 � P2 ) � � , P1 P1 �h� ° ,�`L � _. � � R;.O C1. � rn PZ 21� � � G j � -� i P�� � � � ASI 004B , o P20 P2Q � 91/8" P28 � ; P28 � P19 � 4 9W.N ; ��`b � - ti P1 C1 � � 00 � � C� _ °' O� �.� N P20 � � �� ,�`L � 5 ti �, CORRIDOR i 3'-9" R.O P19 �5'-5" `n � P2 P2 ��p� �,� � 4 0 430 � � � - 429 � ;� P20 � P1 �� O� �.`9 43'-0 7/8" 4.0 � !� °° � 3'-6 3/4" 1'-9" 3' 6 7/8" 11 1/2" 3 1/4" 3'-9 7/8" �2'-2 1/8" �� � ��� M _ 2 � oo Q �� i 8W.A 5'-0 3/4" 5'-0 3/4" 2'-6" 12'-7" 2'-6" 2 - 11 1/2"� �A4.01 I M o0 4'-7 3/8" � R.O. R.O. -- -R.O. R. � 6 5/8" / � II �� , � � ° P28 �_ � 08W. . W.B. 08W.C.1 0 W.C. 408W.D 4 � � � 4'-03/4" 6'-05/8" - / �� N _ � � � - N � � IM � � � � R.O i _' M � O 406W.K � P28 � � � 4 ' 408.E3 I� � N 2 A3.12 �,.� � A6.07 0 l._ 08B;;' . - -- / � I NO GYPCRETE � 08W.F.1 � � �. �n 0 3'-43/ " � `n °° � �' � v \ I 08W.F. I� 0 0 � 406W.J 1'- 3/8" 3'- 11 1/2" � � `" .- � � ° ; �� N ih R.O �, cv � 408W.G � O �/ - - - .- � ' � M (FF= 138'-9" ) - - - � P28 �- - ..- - � M � W ° Q co , � co � � K � - z � I� i -- - - �`1 � - - - - �M I -- - - - N �i � cV � _ 4 � _ _ _ II- co � -- �� ao = Q ALIGN � 1'-6 1/4" M UNIT ° N `'' � v � � 406W.1 � P28 CORRIDOR � U � � � RE: 9 19 P28 431 P13 C1. 'P19 3'-6 3/4" 408A � 408 � � _ ' J Q W (FF= 138'-9" ) M � �`'� R.O. � � � � � ° w � •�•- - -•� •�•-• A6.07 0 , P2s RE: A9 2 0 � �- J M �, j n -;%if�'�= ;� �. � ' 408.E ' � I � �_ �L M � � � � • N 00 i c � ° � � �� � � � � 7 �0 � ' � p m �' r� �- � � � � o 00 � � � -�' =� STAIRS �` • P19 � 4.0 A6.07 • 0 W.H. • in �' � N rn L.L � � � " Z , � iP13, � �� �: C° � � � ' � � � ' P1 �C1. � 4 8W.1 � � � � � � � -- �� Q - � � M -� - - � - -- - - - -- -: � � - - - , 2 � . ' �, . - �� � M 3 �•� _ _ � 1. , , C1. . . . � %i � /;�� ��% '� �,�;: -P13 w 9 /4' 93/4" � , � O O N �� ,,. . � � . , ._•_ _•_._• __. N W _ � O ' °° ' � °' � � A3.24 1 � A6.08 P1 23'- 10" P13 v° � � � � `'' 0 . �� P 1 ��• . _ � � � � �o T � a � � 2'-31/ " . . . M 2 �. 6" �� �„ 7 3/8" �g'-6 5/8" � 16'-7 3/8" 6 5/8" 2'-9 1/8" � IJ� I..L 4.� •-•- -•-• • •-•-•-•-•-• 5 R.O. 5'-0 3/4" -� i� J � O � 406W.E 406W.B A5.09 � R.O. _ r � J � 407 .A ��� O 5 1/4" � � O O � 0 406W.F 406W.D 406W.0 406W.A w ' SHAFOTR m � 3'-2 1/4" 3'-2 1/8" � o - �. o C1 v � � � � , � � SURROUND I ' � 8 � � � � � °��° 407 .B 00 4.0 °' P �' � � � P28 FOR UNIT -� � ^ � � C1 TO HALL - / 1 � I � � � �� LJJ - � � � 5 5/8" �� � � - , � � 4'-0" R.O. 8'-2 3/4" 8'-2 3/4" R.O. . 407 .D _407W.0 in > R.O. R.O. 3'-2 1/4" 3 � 6 3'-2 1/4�� 5 5/8" 3'-3 3/8" 3'-3 3/8" : � M � � �' 39'- 3/4" w " R.O. R.O. 5'-3 1/8" � � A�•� � i � � 407W.0 UN T _ � ' 1 CCD 057B � � 4'-0 3/4" 4'-0 3/4�� �,. � � O "' 4�� 3 1/4" � � ' `Y' V! c� ao � 2 �-ch - � 4.0 � _' � 07W.E.1 � � A3.25 � � _ � "' � � � � � � ° � � co Q � , � � , A6.08 - N 07W.F.1 � � � �' � 00 "' O / � � o �. C° � � 407W. 07W.F. I ' � � � � � � / � I N � . •�•�•�•�• � 00 � � � `Y' 4 7W.H 07W.G. 07W. . LL! � / � ' o ' � R "' � . � ` A3.26 1 � � • 00� - n � _ � M � � M � - � � M (V 00 R.O R.O R.O 3'-5 / " S M � � C�=63/4" 0 3'-0 3f4" 5 1/4" 3'-2 1/ ' � A4.0 i 5 5/8" / - � N i � �' 00 4 `V 3\� � � O A6.08 � � 3 A4.0 ' � _ � 4.0 `� °° ' � LEVEL 4 ENLARGED 4o�w.i �; � � � � _ N / PLAN AREA #-4 •�•�•�• ' 407 .K 407W.J.2407W.J. w� `V / � � - T `� _ - � � � � � , � �� PLOTTED 8/19/2009 5:37:18 PM � � � v _� � �� ��� � � _' _� CHK'D BY Maggie Fitzgerald,AIA '-8 1/4" � T � 5'-0 3/4" R.O 5'- 10 1/8" i �O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C.,ARCHITECTS R.O 3'-2 1/4" 1'-6 1/2" 5 1/4" N SHEET NUMBER: 23'-9" 4'-0 7/8'j 17'-3 1/8" 19'-0 1/2" 15'-3 1/8" 6'- 10 1/2" �� ����� � - � �� ��� ��/ �� ���� �V� �� �� ALL PLANS THIS PAGE � 1/8 = 1 -0 - - � � FINAL CD ISSUE - 8 AUG 08 D.P.A. PROJECT # 06232.00