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HomeMy WebLinkAboutA2-30 - LEVEL 5 ENLARGED PLAN -AREA 2 � � ' � 4 7 � 'Z 10� GENERAL N�TES �� 4A3 � �A4.0 � �� 10'-3" 26'-8 1/8" 1 T-7 3/8" 6'-0" 5'-5" 10'-4" 21'-4 3/4" 19'- 1 1/8" 1. DO NOT SCALE DRAWINGS. IF CRITICAL DIMENSIONS DO NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT. 2. IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR 11" I. L BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY I 6'-5 1/8" •�•�18'-8"•• I 18'-5" I I '15'-0 3/8" I 10'-0 7/8" 23'-�J 1/2" 10'- 1 1/84' THE ARCHITECT FOR RESOLUTION. A3.44 3. ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD - - - - - 3'- 10 1/4" 7 7/8�� - - - - - - - - - - - - - - - - - - PARTITIONS ARE TO FACE OF STUD, U.N.O. � � 6' 4'-7 1/2" 4'-9 1/8��4'- 11 3/8�� A6.10 43'- 11 1/2" 4. FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND �j�� R.O. R.O. � , 5. FLOOR PLANSONOTE LARGER STUDS AT PLUMBING WALLS, � � t �/y J --- _;�. _ . . �-- �.. _ .. �.. _.� _ . _....�.-.-�- . __.� .. _. __ - -- �- _ . . _. �---- _ .. _ ._ �� ELECTRICALPANELS,&WASHERBOXESTOALLOW � � ����� `� .� � � W •-+ CD 052J � � RECESSION INTO WALL. PROVIDE CONTINUOUS FIRE RATING. � � 515W.F QX� �� A6.10 6. DOOR ASSEMBLIES IN CORE&SHELL ARE 6"FROM FINISH I � � � • 4 5/8" � : 1 RFI 492-C � `'s FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF, � M 0 •�• •�• _ � 515W.G 10'-0 1/4" 4'��9" I N 4'-5 5/8" 3'-0 3/4" � °' 1 A3.45 U.N.O. ° � 515W.E _ ao w 7. REFER TO WALL TAGS,WALL TYPES,AND LIFE SAFETY TO 00 I � � " � � I R'p' I I • I 2 3'-0 3/4" 4'-5 5/8" 4'-4 1/4" Al2.3 I � _ SEE FIRE RATINGS,SOUND RATING,&DETAILS m o I \� .�. � �� � d' ASSOCIATED 6 0 ' �,� � R.O R.O �s�• ' 8. AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST., STE.#100 .�. A6.12 �.,� m W- p� p� \`b �u' � DIAGRAMATIC PURPOSES ONLY. DENVER, COLORADO 80205 � 515W. � �`�� 3 � �� �'iQ,• 9. NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303.861.8555 F.303.861.3027 I _ .�.�.�.� �.� � � _ u'� DOORS. M � ° � ° � •p 10. FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET . UNIT C101 � r � N � I I � 1 � I I I � I D� I i 35 514W�E I 514W.F �3S° I s PER LIFE SAFETY DWGS. � � � 515.E3 � 00 "�� ctj �• � O � �� 11. FOR GAUGE OF EXTERIOR STUD WALL REFER TO EDWARDS, COLORADO 81632 � � � �.,� � �,.� � A6.10 �� ��� �. 514.E1 , 513.E3 �Q� �;�'� � � STRUCTURAL DRAWINGS. 970.926.8960 F.970.926.8961 1 � � 12. ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1,AND \�� � � _ • � � � � _ � DETAILED ONTO EET A 3I 01U.N OUR ASSEMBLY AS � � � I I ��� I `- 93. ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO I � r � � � I 515W.D I I I I ° I I 514W. I , 513W.A • ; 2 MAINTAIN A ONE HOUR ASSEMBLY; EXCEPT FOR ALL L _ � _ I , c� � o � � COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE : ` � •�.�• �tso` � • � - p`�•� A 3 HOUR ASSEMBLY. � • p A3.47 3 � � N 14. REFER TO SHEET A13.01 FOR INTERIOR WALL TYPES I 515 .I - 3'-5 1/4" � 15. REFER TO SHEET Al2.02 FOR EXTERIOR WALL TYPES � � � 2'- 10 5/8' 5'-0 3/4" N 16. ALL FULL SIZE PARKING SPACES TO BE 9'x 18'AND I M � � o � COMPACTS NOT TO BE LESS THAN 8'x 16'. ALL DRIVE I I 'T'�'�' I � _ I o� I � m �- � � 514W.0 I R.O. � AISLES TO BE 24' MINIMU M FOR TWO WAY TRAFFIC AND 16' N �-�v M M °, �''> i�'> � o MINIMUM FOR ONE WAY TRAFFIC FOR 60°ANGLED �`'> � ; � PARKING. � 00 -� ' � 514W.B � I C� I 17. ANGLED PARKING TO BE 60° U.N.O. � ' N o � 9�_� ��2�� 13W.B.1 18. REFER TO SHEET A13.03 FOR INTERIOR CEILING Cj � I _ ��� _ 13W�B� C O NENG ANI D SEALING DETAI S U NOONS,AND WALL BA R N E � ��J � � � o � N� � � I I ' I � o � 515W.0 � 515 .J � 514 , � 5 1 4 W.A � A R H I T E T � � � ' - - _ M ALIGN RE: A9 46 UNIT N ' 513 4A i I U��T `;yl I R.O. 3�_7�� I I I � 1936 MONTAUK HIGHWAY IM o �5W.B. 5 5 � I P1 2'- 1 1/ " 4'-0 3/4" 6" O G PC E5 E I � B RID 37.35 5PF.63N.37 0558 `� - ° � � RE: 9 47 � � � A3.49 1 � � _� � 15W.B.1 I C1 I 210 Edwards Village Blvd., Suite D-207, PO Box 878 � ��� � � � � I I C1 � � � � �� 970 926.41 O 81632 � � � ao P1_ 2'- 11 1/2" �-% I � r- ISSUE/REVISION DATE NO. c� � • N 8'-21/4" 15'-57/8" 1 '-91/8" P1 o _ 12 � OWNER REVIEW 16APR08 I I � ir, ; I � A6.09 I I � I 8�� I 7 3/4" I I , � � � 515W.A I �n P1 10'- 1 7/8" 3'-6 3/4" 3'- 1" � CONSTRUCTION DOCUMENTS 8AUG08 � � � _ TOWN OF VAIL UPDATE 5FEB09 � P20 R.O. CC� I P1 / C 1 � O � C� �" � 515.E4 N 28 P19 P 0 P2 v � _ �`C DESCRIPTION VISIONS DATE NO. P20 � ' o I � •�•�• • I °O ��\� P28 � m I �1 P19 ELEC � "' P28 I C1. P28 , � � � ,�' . � � P28 � 522 � � � �� ASI 2-UL UPDATING 21AUG08 1 �F � 2 �-: - _ _ -�, , ,� � - - - � - � - - - -�F _ � _ _ _ _ � � � _ __. _� �� , , � 1 ASI 17-UNIT ENTRY DOORS 01 OCT08 2 I g � ASI 19- LIFT AND SLIDE DOORS 020CT08 3 �� � 515 ��C1.� R.O. P28 C1. C1. �' P28 C1. - ALIGN M ' - ` � u U � ASI 20-WALL ADDITION/MOVE 030CT08 4 I A3.51 �., N I I � P28 ` � 3'-4 3/4" I 3'-6 5/8" 17'-4 1/2" C° � / M - - P� Mh � 1'- 1 3/4" I R.O. � � ASI 25-STONE WALL 100CT08 5 � / ' ALIGN MOVE-RAILING CHANGE C� � � � � I � � �- � 3'-4 3/4" _ ^ T.O.V. UPDATES O4NOV08 6 - � - l7 �� � HOLD EXT.FACE OF � 3.51 ao � \ - � � - P28 P20� \ � z z 1 �r°, P28 � /� STUD 1"OFF OF FACE � N P1 � � C7 C� � � �p � � OF SLAB.TYPICAL �, M � I I I � o I �� P28 Q Q I R� 5'-2 3/4° C1. C . ti ti / � \�` 1 � 0 516W.1 O�� O N � ti •�• • ' �• • � 3 3'-6 3/4" 2'-5 5/8" o� / ��,' �` \ 4'-0 3/4" °° 5.29 . P20 ��� 2 I _ � ��. _ _ ;. _ .. _ _ _ _ _ � __.. _ . _ ._ - - � h�� 36°I I 516W.H � � I I I � � � P� : � �x / � / rn 4.01 � � O' R.O 5'-51/4" 7'-51/2" 6'-03/ " 4'- 111/ " '-23 " N / � �' � �' 516W.G P28 1'-0 3/8" / � � �`' 516.E1 I I C1 6'-0 7/8" 4 R 0�4 �' 9 � � � � C1 � � � � A6.09 _ _ I N _ 16 .F � c9 502W.A o M .. � �•�• UNIT PZH M � N � � � ���-s sis° ���- � 3V4" 516 � � � U N IT � � �' � � M � 5 2 so2w.g o ° � � 516W.E � g�� RE: 9 48 0° 2'-9 1/4" M � � � ���� _ . _ � - - - ---� --- �--- - --i--N � P21_ _-�P13., � 5'I. � - --M - - -- �� - - - � � � RE• 9 32 I 1 � A3.52 2 �� N N NO GY CRETE N � \J � P21 I - I I I •- -• P28 I � I � ; � �;,'� :i' /! /� �r -C1 A3. 7 "' \ � � � , o - M - ��K1 U 1 P19 � � � � r ,` I � � 00 A .04� � P20 �� � � � 502./ � _ 502W.0 o � � � �� � � � � J y r i� w � co c� � 16W.D. I I I `o � ,! ! ,' I o Z I `��`' I `'� "' I o �� � �/ � � � � � _ 1 m Sim • / ' P1 Q � .-_.. � � o � 16W.D. � _ A4.0 � L.L 1 � � � >_ ( L � - � M � � � � W �� � . � . � �� 4.1 ' ' � � (FF= 150'-3"� P19 � �� � � 20 502W.D '� o � � � � � � I � � � C1. r ,�y ! I i� 'P28 I M ' rn � > � ��� STA RS � M � � � �1 �.�, 516 .0 516W.B 16W A. 16W.A. 1 W.A.1 ����� P1 P13 � / . � � � � � � p O � ,.�- - �- i M _- - - - - 4�-4�� -- --- - - - ; - �� � _- - - -_ - - - -_ M _ � .O. R.O. 9'-0 3/4" • ALIGN_ � P1 • '°� : oo � � � � � Op � R.O. 501.E1 � I I � ALIGN � � a, 4 Q � � 3'-9 7/8' 11 5/8" - � • � • ¢ A4.0 3'-0 3/4" 3'-0 3/4" 11 3/4" • 6" � � � 2-5A �S2 5 � P28 M � � � �'� _ 27'- 11 1/8" � ' _ _ _� �r•/ :���r. ��y; 502W.E o ��� � � � LL LL � I . i � � . .� �. i -� � � I r� �r, �,., p� ALIGN o C° J O w o P13 V "' P28 � I I � 01�W.L.1 � 5'-0 3/4" 6'-5 5/8" � 11��6�� � � � � � � .� � 2 � � O O O A3.54 4 • � 1'- 1 3/4' 3'-6 3/4" '2 CO � � � - N -- -- � -- __ - ° � rn U � A3.53 A6.09 � , N -- 3'-4 3/4" _ __ 3 � �+, � ao � 502.E 1 502.E ' � Q " � ° 4.2 J � ° ' � . � . ,� -� � : � �� P w - C� 5 � � I I � o - � A3.54 1 I A3.54 • -- � M � � � ' A4.2 � � � o � � � � in 7'- 1' 12'-8 1/2" 12'-8 1/2" 4'- 3/8" _ � � � 1 � � 2 � _ � I I � 501 W.A R.O. 1'-7 1/4" 1'-7 1/4" R.O. M � J � � � - • • M � � O 4.0 4.0 I I o �r ' o I � O N • 501 W.B 3'-0 7/8" 3'- 1 1 8" � "� I „ 501 _K o 4'-4" 38'� 10" i I I i � I I I o I I � I � � 1'- 11 7/8" � `\_� _ ._ _ _ _ .. - __. _ .. _ _ . . _ . . _. _ .. _ .. _-. _' � - - - ----_ - � --- -. _ � Q I I I � I I A3.15 I ; ' I UNIT -- • - � _ - � - - �* �0 501 r � A4.2 � M � civ O ' 501.E A6.04 ' ' N � ° �' M � � � � I RE: A9 31 I I A6 04 � 501.E � � "' I I � I � � � � � I 501 W.J I ' � �R� � � � ' ' ' ' - ` - R � v � � � 501W.0 � ° i � M � • • • � M A3.55 1 � •,i� � � I °° C 1 � I � � � � � `"' 1 A3.13 � � � � I � `� P1 E � , N � 501W.1 `� •- -• ti �� �+ � �+ �J � � � \ � � � �I _- -� - � J � � `�' CCD LS 3 � '� � p� � �STAIRS � ``' � S6 N � � A6 04 � I � -_ = I I � I � � I � I in � • �� � ---� � . . � � i � "' � I 501.E3 � � ,P19 � --; � I-P1G �01.E4 o M � � LEVEL 5 ENLARGED . . ] -- 0 , . � � , � � , I � � '� � _- =�i ___ ; � 5 � I � � � PLAN -AREA #2 � I 501W.H � i A5.10 I A6. 9 501W.D ' � I I � � �� P1 - - --- I � � � M � a0 M o lr • - I P22 � I • c� o � '� �� � i M � W �� 1 �''' �' 50 W.G 501W.F , w � � � 01W.E. 01W.E.1 � M Z �� PLOTTED 8/19/2009 9:33:51 PM �� � � __________ - - T - J � � ° N_ . � P1 F I � Zo � � � �� CHK'D BY Maggie Fitzgerald,AIA I � ' P1 ; ^ _ � 1� �O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C.,ARCHITECTS .O RO II J 1S'L-4 � I R.O Q Q � � �� I N SHEET NUMBER: ��� I 3'-0 3/4" I 3'-0 3/4" 2'- 11 7/8" �5/8�� I'- 11 3/4" I 2'-4I � I I I 3'- 1 1/4" �5 1/4" 2'- 11 1/4' 7" 2 LEVEL 5 - AREA #2 A3.56 � 6��-2 �,2�� . 1 B (ALL PLANS THIS PAGE) 1/8" = 1'-0" �� ' D.P.A. PROJECT # 06232.00 1 2 ) 3 ) �4 ( 5 6 ) 7 8 9 � 10 FiNa� c� issuE - $ au� os