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A2-34 - LEVEL 6 ENLARGED PLAN -AREA 2
(3) � . � � ,, , 2 �_, � GENERAL N�TES � 4.0 � �� � V `�' A4A � ��� � 1. DO NOT SCALE DRAWINGS. IF CRITICAL DIMENSIONS DO NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT. 10'-3" 26'-8 1/8" 11'-7 3/8" 6'-0" 5'-5" 10'-4" 21'-4 3/4" 19'- 1 1/8" 2. IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY 6'-5 1/8" 18'-8" 18'-8" 14'-9 3/8" 10'-0 7/8" 23'-9 1/4" 10'- 1 3/8" THE ARCHITECT FOR RESOLUTION. 3. ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD PARTITIONS ARE TO FACE OF STUD, U.N.O. � � - - - - 3'-9 7/8�� 7 5/8"- -- - - - - - - - - - -43'- 11 1/2"- - - - - - - 4. FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND � 6� 4'-8 1/4" 4�-8 3/4° � NOTES`FIN"OR"CLR". � , 5. FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � ��� � � R� . � 6.13 � _ � ELECTRICAL PANELS,&WASHER BOXES TO ALLOW � � ������ �� � �� RECESSION INTO WALL. PROVIDE CONTINUOUS FIRE ° RATING. � � � - CD 052J 6. DOOR ASSEMBLIES IN CORE&SHELL ARE 6"FROM FINISH � 614.E 614W.F 614W.G � I � : . j 4 5/8" 1 A3.47 FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF, � � v p N � 3'-0 3/4" ----- - --- U.N.O. � � M O �� �� � 10'-0 1/4" 4'-9" ' ' 4 1/2" 4'-5 5/8��4'-5 5/8�� 3'-0 3/4" �' � 7. REFER TO WALL TAGS,WALL TYPES,AND LIFE SAFETY TO � � o � 614W.E _ � ' � ,s 4.1 , 1 A .45 SEE FIRE RATINGS,SOUND RATING,&DETAILS I � • R.O. • 2 R.�. u'� I � ASSOCIATED � M � O _ � ,l\`�` � � R��� I > I 8. AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST., STE.#100 � 6 � ao I � `L � �' � - DIAGRAMATIC PURPOSES ONLY. DENVER, COLORADO 80205 A 6.1 2 `� o � 6 1 4 W.H � � '��`' ��� "��� � I `�'� ( � 9. NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 3 0 3.8 6 1.8 5 5 5 F.3 0 3.8 6 1.3 0 2 7 � DOO RS. � � � CO � � O' � `"u' � � � 10. FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, v� v . I 4 �`'� . . . o � I �O I Q- •p ' 0225 MAIN STREET . UNIT C101 I �,,� r i PER LIFE SAFETY DWGS. E D W A R D S C O L O R A D O 8 1 6 3 2 � N�O i � A 6.1 3 � I � ,�n�� 6 1 3 W.E 6 1 3 W.F �J 3 so S 9 1 1. F O R G A U G E O F E X T E R I O R S T U D W A L L R E F E R T O � , � � 614.E3 � � 3� �q� �. / � ��y, I 6,�2 STRUCTURAL DRAWINGS. 970.926.8960 F.970.926.8961 � �''� I `� Q-' g �� �" 12. ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1,AND � �, � � � �," � 613.E1 � 612.E3 '� � -� CQ � _ � _ _ _ _ _ �, _ A6.12 _ � � _ /� LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS � � -� - DETAILED ON SHEET A13.01 U.N.O. � � � I I � � 61 .A � _ 13. ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO � � � I I c+� � 613W D � � MAINTAIN A ONE HOUR ASSEMBLY; EXCEPT FOR ALL 2 '� � _� I� 614W.D I o I ( , 2 COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE 4.0 I � N � � � � � � � i� 4 O A 3 HOUR ASSEMBLY. N I I � � � � � � �� 14. REFER TO SHEET A13.01 FOR INTERIOR WALL TYPES � � � � 614 .� A3.47 3 3'-5 1/4" N 15. REFER TO SHEET Al2.02 FOR EXTERIOR WALL TYPES '�`�' ' ` � 16. ALL FULL SIZE PARKING SPACES TO BE 9'x 18'AND � � � 2'- 1 O 5/8" N COMPACTS NOT TO BE LESS THAN 8'x 16'. ALL DRIVE _ c� � 5'-0 3/4" � .�.�. I � � � o � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' I o � � = oo M � , � 613W.0 R 0 � MINIMUM FOR ONE WAY TRAFFIC FOR 60°ANGLED N � ch �''� °, M c� � o PARKING. m d' � �,.� _ 17. ANGLED PARKING TO BE 60° U.N.O. I °,° -� , ' � 613W.B � � C� 18. REFER TO SHEET A13.03 FOR INTERIOR CEILING �� � � cv ° � 9'-$" 12W'B' � PENETRATIONS, WALL PENETRATIONS,AND WALL BA R N E � � I M �� JOINING AND SEALING DETAILS U.N.O � C � - - - - _ - - - - � - �� - _ _ - - - - - - .B. _ C � � � - � N � � � I � o � 614W.0 � 614 .J � UNIT _, � 6 1 3 W.A � A R H I T E T I � � , 613 � N A4.01 I "'� J R� 3�_��� RE: A9. 61 d. 1936 MONTAUK HIGHWAY _ I � � Q BRIDGEHAMPTON, NY 11932 � 14W.B. UNIT �o � _ o 0 614 I � 2'- � 1/ " 4'-0 3/4" 6" U N IT I � 631.537.3555 F.631.537.0558 � � 210 Edwards Village Blvd., Suite D-207, PO Box 878 A3.49 1 ' � °,° � � 14W.B.1 �� C1 ._ . 612 Edwards, CO 81632 ' � � � � RE: A9 62 P� c� � RE: A9. 60 970.926.4151 CD j �� - 00 �� ISSUE/REVISION DATE NO. I � -. �� • P1 2'- 11 1/2" P1 � � 12 � � � A6.09 `V 8'-2 1/4" 15'-5 7/8" 1 '-9 1/8" °, � • I _ OWNER REVIEW 16APR08 � � I �° 1'-9 1/4" 7 3/4" ~ � 8" CONSTRUCTION DOCUMENTS 8AUG08 • ir, 10'- 1 7/8" 3'-6 3/4" 3'- 1" ° � O 614W.A p� P2 NO GYPCRETE TOWN OF VAIL UPDATE 5FEB09 I R.O. � • ° P20 � , p� ���� REVISIONS - - - - � - � - - - - � C J DESCRIPTION DATE NO. w 614.E4 � - - � - -�; P19 � - - P 9 P191 P1 � �r, _ �� � � � \ \�` PZ$ 1 P20 P20� ELEC � � I, � ASI 2-UL UPDATING 21AUG08 1 / N • � `O� P28 m I P28 M � � C1. P28 , �� ' � � � "�� � � �� � co - 623 � � "' C ASI 17-UNIT ENTRY DOORS 01 OCT08 2 � � / 2 � ° `'' `� � 614 � i r� � _ r , ASI 20-WALL ADDITION/MOVE 030CT08 3 � CO �'� C1� R��� P28 CI�• C1. � / P28 C1. ALIGIN CORRIDOR � _ / ASI 25-STONE WALL 100CT08 4 ! I-1 CORRIDOR I � � � MOVE-RAILING CHANGE A3.51 N I '-4 3/4" 1'- 1 7/8" 3'-5 1/2" _J' 16'- 11 5/8" � � p� � h 631 I R O. 632 I ' ' T.O.V. UPDATES O4NOV08 5 M ALIGN � CO RF1669 17NOV08 6 � ao � ' P1 _ � P� • 3'- 10 3/4" �� 00 ao � G C° 3.51 - - fO °D m _ � �_� HOLD EXT.FACE OF _ °0 � _ p2g p2p Z Z 1 � P2$ 6 M - �� � STUD 1"OFF OF FACE rr � oo • � � � � OF SLAB.TYPICAL M O �" P� � � p2Q J J � � / p� 0 615W.1 � o Q Q i R� 5'-2 3/4" C1. C1. A13.03 00 �� � � � � � I� N � � P 2 0 / 0'1 -_ , , � _' 3 ��� �� �� 4'-0 3/4" NO GY CRETE 0° 5.29 P20 P 2 8 3'-6 3/4" 2'-5 5/8" P o0 � ��.� �. � 3�0 � 615W.H - -T - � � - - - - � H / 2 rn / 4.01 _ .. p• R.O. 5'-51/4" 7'-51/2" 6'-03/ " '- 111/ " '-23 " ' � 00 ( � 1'-0 3/8" `V �, � Q'' 615W.G _ � / �,° I p�" I P28 6'-0 7/8" 4'-0 3/4" � � 9 � 615.E1 � I � C� � C� _ R.O. N I � I I o A6.09 "� . . � - 15 .F C° 602W.A � �,• •-•-• � GORRIDOR � i P2s � � 602W.B c�, � ^ 1 '-6 5/8" 17'- 1 3%4" � M � 620 O � O � M I - P28 N -�P 2 8 °, � I � ;615W.E 6" 00 d' � UN� M � � 2'-83/4" '� � U N IT � � o � s�i�„ _ � � � � � - - - - - - - - - � � M As.SZ 2 �� � � � � 6�5 � � � z� P�s - � � M 2�_5�' N � ° � � � � � � , _� , � \ r\ _ � �E�9,� _ �>:r 'r / % v C � M � ( , �� bo � N ; � > M �- - �` v � •- ° �`' r ' - N � OZA 6OZW.0 �, 0 � N f\ J � � p , % � � � � � � y � _ O o � � � i� o� � � ' P19 ,; � `- � I � � � � m � � � � � 15W.D. � ; - � z �,,� t''' ' � �� 'v - /, � � �, in o � � � ^/ �' �. Y � I ; I . � � � L� o � I 15W.D. (FF= 161'-9�� P19 !I ¢ i� _ I 4.0 � � � � � � �' 602W.D �i 00 � - �--- � � �� rn 15W.D.1 Sim � �! I �� � � 4.1 5 \ P 3� COF�RIDOR O o � "' c� oo Q � I _ � _ � � N � M W � � � p1 i A5.06 I y $T �R$ N � �630 �'', � °,' 615 .0 615W.B 1 .A. 15W.A. 15W.A.1 ALIGN P13 , � m I � t° � M O � [ I �; 2 - - " � Q O M `° - � �jVl� - M- - 0 � � ..� - � 6�� '�� � .O. R.O. 4 -4 9'-0 3/4�� � � � ,` ����� � � z 00 = °° � � � � � Q 3'-6 /8" 11 5/8" R.O. C1. � P1 P1 � 2-6A /� � ALIGN _�_oo_ �_ . _ �, � � rn � 3'-03/4" 3'-03/4" � S26 i _ � � 113/4" 6„ P28 C° � 4 602W.E M � � � . � - - - 1 'UB�� �;: •y.: ���°� _ A .14 - ° '__(v � - � � � � � � �� � .. � „� . .�.�. . � . .� �. � - ^ � AUGN c°o P28 � �" � • �I � • � 2'-�" 17'- 1 7/8" 17'-8 1/8" 2 � 'J I..L N O I � � 0 601 W.J I 5'-0 3/4" 6'-5 5/8" P13I 11'-6" � � O O 2 � � R.O. - •�-�--•�•� �• •�-----�• c° A3.54 4 I ' ' ' � 601.E1• 1'- 1 3/4' P� o rn I � � ( 3'- 3/4" 602.E1 602.E � , � (� .r� v � � � I A3.53 • • � 3'-4 3/4 , o . . � 3 � Q ., - - P I : I I - - - -_ _ I _ -��V1T.- . �1N.G. O�V1T.� b�W:F.- �W:F. ��TN. . - - 0 4.2 I _ � � J v J - - - � , _ �/ _ � � � � `r 2 � � � c� � °' � p 601.E _ -- -- - - - - - - - 5 r A3.54 1 °' A3.54 ' � � � ' � -- ------ ------ --- , ' 4.2 � � � I � � 601 W.I a � I M I I I I r 10' 9 3/8'.�.0. 9'-0 3/4" 9'-0 3/4" R 8'-5 3/ " � � � ��A 5 2 R.O. R.O. : � � 1 . , � . _ 1'-6 5/8" _ 1'-6 5/8" _ -r��i 4.0 A4.0 601 W.A � � /� I _ M � V/ � � i � I � 3'-0 7/8" 3'- 1 1/8" � � � I U N IT � 4'-4" 39'-4" � '13 ' � 601 _ "'� ��-s 7is„ � Q - - - - � RE: A`�. 49- -i;, -� '- - - �� � - � - � �� � = i � I I � 4.z : `� � � - o � � I I M A3.15 � � - I = _ . . � � o � � ; � I N M 0 I I I " • � I � 601W.H 6 , � I �� � Ri R -� - - - - - - - � � - - - - , 601.E - :� - - - - - - - � _ � (FF= 161'- " ) I � O � _ �� � N 11 7/8' � � A3.55 1 I ch � �. 14 I / : 12 �w�B � o � � A3.13 �� N ' a � 601W.G A6.12 A6.12 , � ,�� � � � _ � • �- � A614 _ _ � � 3 � � � � � � 12.3 � G °,° � CURRENT WALL L CATION P�� � � � � w � � •� �• •� �• . -�-� - - - -- - M - . . . . . . - _ . . . . � � � i , o , I _ I N • •-• • � � LEVEL 6 ENLARGED � C° STAIRS o1 W.D 1 W.C. 01 W.C.1 I I � WALL, INTERIOR& EXTERIOR STRUCTURAL SLAB � 0 W.F. 01W.F. 601 . I S6 � �n � I � PLAN -AREA #2 TO MOVE 2'-0"SOUTH TO LOCATION SHOWN � ��� °O I I � � � � � • . - - � I $�-$5�811 R.O. � I I • R.p. $�-$5�8�� , PLOTTED 8/19/2009 9:03:40 PM T � R.I_'5 1/4" 1' 11 3/8" � � 1�0 /8" T/�'T�?2 �" � � - - - - �''�'� - - - - - - - - - � - T J CHK'D BY Maggie Fitzgerald,AIA 3'-4' 3'-03/4" � I _ �/ � z �O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C.,ARCHITECTS 10'-4 1/2" J I 2'-8 1/2" 1'- 11 3/4" � � N N SHEET NUMBER: 61 -2 1/2" � Q 6 � ' � \� L EV E L 6 - AR EA #2 � . g � � � (ALL PLANS THIS PAGE) � 1/8" = 1'-0" � D.P.A. PROJECT # 06232.00 � � � FINAL CD ISSUE - 8 AUG 08