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HomeMy WebLinkAboutA2-38 - LEVEL 7 ENLARGED PLAN -AREA 2 � 1 2 3 4�0 4 5 6 7 8 2 9 10 GENERAL N�TES < < � � �� � 4.0 � 1. DO NOT SCALE DRAWINGS. IF CRITICAL DIMENSIONS DO 10�-3�� 26�-8 1/8'� 11'-7 3/8" 6�-0�� 5'-5�� 10�-4" 21'-4 3/4" 19'- 1 1/8�� NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT. 2. IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY I I I I I I I I I THE ARCHITECT FOR RESOLUTION. 1'-2" 3. ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD 6'-2 1/8" 18'-8" 18'-8" 14'-9 3/8° I 10'-0 7/8" 23'-9 1/4" 10'- 1 3/8" PARTITIONS ARE TO FACE OF STUD, U.N.O. � 4. FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND - � NOTES`FIN"OR"CLR". � � 4'-4 3/4" 4'-4 3/4" _ I� 43'- 11 1/2" 5. FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � � ��*�h�� }� I I I6' '-0 3/8 9 1/4 5 -2 7/8' � ELECTRICAL PANELS,&WASHER BOXES TO ALLOW � � � L _' I I I I I I �� RECESSION INTO WALL. PROVIDE CONTINUOUS FIRE � I R.O. R.O. T A 1 RATING. _ � � 6. DOOR ASSEMBLIES IN CORE&SHELL ARE 6"FROM FINISH �' CCD 052J / FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF, 712W.0 712W.D •�•- � -•�• U.N.O. 4 5/8" � 1 A3.47 � c�' 3 I 7. REFER TO WALL TAGS,WALL TYPES,AND LIFE SAFETY TO � I I I N I �S - SEE FIRE RATINGS,SOUND RATING,&DETAILS , 6'-03/4" I6'-91/2" � . u'i 4.1 °� � � 3'-0 3/4" I �r,, 1 A3.4 ASSOCIATED � I P8 P8 p$ R•�• �• � i • • • '-4 1/2" 4'-5 5/8"4'-5 5/8" 3'-0#/4" i� _ 8. AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST., STE.#100 � 1Q, � � DIAGRAMATIC PURPOSES ONLY. DENVER, COLORADO 80205 •�• • • • � �'��� � R.O. R.O. I 6,, '�� I � � 9. NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303.861.8555 F.303.861.3027 � �� � � � DOORS. P8 12W.E.1 12W. . I ,�D� n�"� I � � `�' �"' � �- 10. FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET . UNIT C101 I I _ d�., PER LIFE SAFETY DWGS. . � �' EDWARDS, COLORADO 81632 � d. �D� �• S 11. FOR GAUGE OF EXTERIOR STUD WALL REFER TO I �, � I 2'-6 3/4" 3'-9 7/8" I �'` 711W.D 711W.E '13So ��Q,, ' STRUCTURAL DRAWINGS. 970.926.8960 F.970.926.8961 I � � N � 12.E1 � 11'-3° 15'-9 1/8�� � �D� 1 � �, _ 12. ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1,AND � � "' �' 11.E � 11.E1 �� �6, I ao LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS M � � � M - � _ 4 I r1,� � � ��� � i� � � , DETAILED ON SHEET A13.01 U.N.O. � , - 13. ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO c�o I � A6�Q�� N I I I Q I 9 • � � o MAINTAIN A ONE HOUR ASSEMBLY; EXCEPT FOR ALL 711 , .C ��; � 71 .F � � � ' � 12.E � • � � • A6.12 A6.12 � COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � � � � � 2 A 3 HOUR ASSEMBLY. I -oo - --- - i - - 14. REFER TO SHEET A13.01 FOR INTERIOR WALL TYPES I �� � � P7 � c+�� � c�r'� �0 15. REFER TO SHEET Al2.02 FOR EXTERIOR WALL TYPES (V M c� ^ ;����� � . � _ N N 16. ALL FULL SIZE PARKING SPACESTO BE 9'x 18'AND , 3.47 3 � 3'-5 1/4" °� � � COMPACTS NOT TO BE LESS THAN 8'x 16'. ALL DRIVE � -' M . .�� . 2'- 10 5/8" �i, P8 I o � c� c� AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' I • • � I I � I I I 5'-0 3/4" � � ' MINIMUM FOR ONE WAY TRAFFIC FOR 60°ANGLED � oo ` � � � PARKING. I I " ' � P� R��' 17. ANGLED PARKING TO BE 60° U.N.O. v � 18. REFER TO SHEET A13.03 FOR INTERIOR CEILING gA R N E � � �p ti pg i � � � - - PENETRATIONS, WALL PENETRATIONS,AND WALL I I I � UNIT - � I UNIT I 10W.A.1 JOINING AND SEALING DETAILS U.N.O -�, 712 - i _ 711 �ow.a. �1 � � � J I � � RE: A9 75 M � � A R H IT E T P$ N � 712W.F 7 1 W. 711 W.B � RE: 9 74 1 I � ,�� � I R.O R.O. � N N 1936 MONTAUK HIGHWAY � BRIDGEHAMPTON, NY 11932 A4.01� `- � � � � � 00 2'-0 3/4" ? 4" i g�� U N IT � � 631.537.3555 F.631.537.0558 0o i� - °0 � �r' 4'-0 3/4" 3'-7" 7�� � �o �;., � v 712W•B r� �" I I 210 Edwards Village Blvd., Suite D-207, PO Box 878 rn m ' 00 ;� Edwards, CO 81632 CCD 120A 1 0 � � -' "�' I�r a, I � I I � � I � I � RE: A9 73 970.926.4151 �'' I P1 I P1 � I - 712W.0 � � � ISSUE/REVISION DATE NO. � � - : P1 � 2'- 11 1/2" 3'-6 3/4" � � � � 1'-4 1/2" OWNER REVIEW 16APR08 � � c� I� 712W'D ALIGN I 8'-2 1/4" 15'-5 7/8" 15'- 1" 5'- 1 3/8" I � , , I N p� ; � � CONSTRUCTION DOCUMENTS 8AUG08 ; � M � 8 1/2" 3'-6 3/4" 3'- 1 1/4" g" 4 3/4" R.O. � � I _ _ N o o TOWN OF VAIL UPDATE 5FEB09 w � 6'-07/8" ' 8'-6" 3'-43/4" 3'-4" � � � � 712W.A N - � � R.O. REVISIONS � c� � o R.O. P19 P20 I ' p DESCRIPTION DATE NO. N � / � � P8 � --' � P2 � � � � P19 P2 ELEC � � _ = ��� � � � � �. P28 p�g 722 � � � o o ASI 2-UL UPDATING 21AUG08 1 � o � N o P20I �n � P28 � % Q P20 , _� / m ��J � � ASI 19- UFT AND SLIDE DOORS 020CT08 2 / •3 `Y' �n P8 N in � � P2 - 'n � � "' t1' !�� ASI 20-WALL ADDITION/MOVE 030CT08 3 � � C1 c� FJ ASI 25-STONE WALL 100CT08 4 / I � I 4'- 1 5/8" -' I I I tiI ALIGN � � MOVE-RAILING CHANGE A3.51 "' � � 729 � P28 CORRIDOR C1. C1. I I P28 ��� CORRIDOR I �� � T.O.V. UPDATES O4NOV08 5 � I � ' � J P� C1 73� I 3'-6 5/8" R.O. 17'-4 1/2" � � � RFI 886 30JON09 6 � Q� C1. .-• •-•-•- � � � � ALIGN �� � � M P28 1 P7 � CCD 120 18JUN09 7 � - 3'-4 3/4" m � T - � / � � i � �o �/ CV ' �� � A3.51 I c� � -__�-i-i-r T ( - c.i 1'- 11 3/8" 15'- 3/8" P20' i $T�Q�R$ � i i � i i i ti � �� _ � C� �� C1. �� C1. P28 � - / � - � � � � i � � � � � � � � � - � �, o0 / � 1 � � i S7 i i �i �i � �i �i �i � P20� �� o Q �P28 � � r� � ' � ��J-��F� �� � P20 • � R.O. 6'- 11 5/8" 12'-6 1/4" R.O. 14'-4 1/8" � � HOLD EXT.FACE OF � o � I I I � P2O � �� STUD 1"OFF OF FACE `- • �� ��� � � � I 3'-6 3/4" _3'-4 3/4'� N � / / OF SLAB.TYPICAL ^�\� � ( IL ���� P2 ' P20 P1 � 2 r� I rn 2 , . . .. � _N_. .:.- - - � -- - i -- - _. -_ / 4.01� - ^°� •-•-•- • � °��,.,° �35° pg TORAGE 11'-6 3/8" 12'=3 3/8" - N IP28 1'-0 3/8" N ° 4.01 �- co ��4' �p� -� � 4'-0 3/4" � � / 0 O� � � 729 I I 1 I 4 `" I I ' 6'-0 7/8" / � `1' `� Q-� /i ,p � � P2 A5.11 A5.29 C'I. � N R.O. 13W.E �,-, N � -� � 701 W.A a c�. �, � CORRIDOR N -^`"�/ I I I I I P28 � I 720 I � 1 � / 13'-6 5/8" 17'- 1 3%4" 6" P28 � 701 W.B o � - - � °��° 713 �` p <� � � I - � � co i� 9 � _� 713 p�g � A6.11 -� o`�o- � N 2'-9 1/4" - I I 1 °° -o0 0o J ) A3.52 2 I � o I RE: A9 76 P28 N � M M � I p � � .o � •-•- -• � � � U � � � _ � � ���i ',' ��;r;,� . °�° � C1 A3. 7 �' -co ih � N I J r> ao d. , � c+� � � � � � � : , , � � - - \ � � o � , �,,� � � `'' � �$ � I � I �' P19 y `� "' -P28 701W.0 � o � Ca � � � ' P'13 �� � � I � � M M M � �/ ' Z c'> � � � ° - j -�' o (� o 0 1 I � _ I � / � � � � P8 P19 � � ,` � P13 ¢ � 4.0 „' � W � � g � f _ - - w- - - - - - - _ A5.0 � - � _ _ - - - -- - _eo.. M 7 � �� P13 '� !� � I I r��i O cfl � �o� ao � � � � A4.1 _ �-'F3W:E '�-31A/$- 1�3�:�.�� �13 �:A � y�% � 701W.D o � , �� M � � _ - I �`�' M -- -- . �. .. .,.. I N M � 6� � � � O i" � � r' r 4.3 • P15 ; � c° c4 �� � � � ' � � �,° - - � � `� 10'-6 3/4" 7'-8 1/ " 5'-2 1/4" 10'-6 3/4" �� �'� �a - C� 00 � l � � I _ • '�� STAIRS �� � Pz$ z I "' - " ' Q Q � � I R.O. R.O. R.O. 6 3/8" � ALIGN a 00 N � � �4� � ^/ f1/ , 6" 2'-0 1/4" 4 1/2" I I S2 I I _ � I >�`�.. _ J _ �-C'O � � S2- � P21 � o � � � 4.0 � LL L.L 4'-8 3/4" 48'-6 1/2" �j � _ c-� , �o � , ., ,� r:< r:� � o0 4 701 W.E 1 0 � _N � � � - __ -� - - �- - - - �- ,. �; � - - - 6 1/4" � -- �� - - - - � � .� � � - , A6.14 � ALIG � 2'-0" � O � � I 11'-7 3/8„ �w�o' 11'-5" 7'- 10 3/8" 4 -8 1/2" 8 1/2" 16'-5 3/8' 17'-8 1/8" 2 � - - �, O O � N N (� U � I I 2 - � � � o � � � (FF= 173'-3") 14 � •�•�•�•�• • •�•�•�•�• ' o o � J � � A3.53 I I I I Al2.67 � � �_ �� �� 3 - � W � N �/� � � 01.E1 01.E ° 4.2 � � � V J � �� � � � � � v , � A3.54 1 � f - �•-•�•-•- �•-•�•-•- -• ' �4•� r � I � I I I I I � I I I _ J � O� 7'- 1" 12'-81/2" 12'-81/2" 4'-91/ " ��'� � /� i M M �/ � R.O. 1'-7 1/4" 1'-7 1/8�� R.O. - co co v� I N � � �o 00 � I I I I I I 39'-4" I � 1'-8 7/8" I � 1 � 4.2 � � I I I T � � � I 4.2 �1 � I A3.15 I I � � I � I I I I I I � � I I � � � li � R� � i i i i i i � i i � � � I 1 A3.13 I ' ' � � � � S � � i � � � � � � � � � � I I LEVEL 7 ENLARGED � � � PLAN -AREA #2 i � i i i i � i � i � � � � W I PLOTTED 8/19/2009 9:05:55 PM I� � I I I I I I � I I J CHK'D BY Maggie Fitzgerald,AIA � _ � T T � � � � �i �O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C.,ARCHITECTS I Q Q � �- N SHEET NUMBER: LEVEL 7 - AREA #2 ' � 1/8" = 1'-0° � � D 05 B (ALL PLANS THIS PAGE) � FINAL CD ISSUE - 8 AUG 08 D.P.A. PROJECT # 06232.00