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HomeMy WebLinkAboutA2-36 - LEVEL 6 ENLARGED PLAN -AREA 4 ?�� � �� A3.38 �B� ?3 � (2 ) 25 40 (26 27 281 GENERAL N�TES � � 19'- 1" 19'� 1 7/8"-, 23'- 10" 16'-8 1/8" 19'-0 1/2" 15'-3 1/8" 7'-4" I � 1. DO NOT SCALE DRAWINGS. IF CRITICAL DIMENSIONS DO NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT. � �.^ S`>,, - 2. IF DISCREPANCIES OCCUR BETWEEN DRAWINGSOR \ 3 BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY � THE ARCHITECT FOR RESOLUTION. - - - - - A4-0 - - - - - �'� - - - - - - X2 3. ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD � 2 � �S� � � PARTITIONS ARE TO FACE OF STUD, U.N.O. � �. i�� % � 4. FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND �` ' NOTES`FIN"OR"CLR". A \43'- I �. CCD 052M� A .36 p�,�0 �' ��� �`�� , � 5. FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � � � �* I I �^ "� �j� /� � �'i ELECTRICAL PANELS,&WASHER BOXES TO ALLOW ������ �+� CCD 052L 1 '_0 7/8" 11'- 10 7/8" 11'- 10 7/8" 10'-0 7/8i ` 1 1 ,� �O I �'' ��' RECESSION INTO WALL. PROVIDE CONTINUOUS FIRE A3.40 � � `� .p "'i� / �7� � RATING. 1 \ `L� � ��� �Q u'i�, 6. DOOR ASSEMBLIES IN CORE&SHELL ARE 6"FROM FINISH � � ��,v� �' `i' �;' / I � " 3�-O 3/4" � �sz � � �, �� � � FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF, ., 3'-0 3/4" � � \�' � � � U.N.O. �,, '-4 1/2" 4'-5 5/8" 4'-5 5/8" �d> � � � Si D� 'l d''� �'' 7. REFER TO WALL TAGS,WALL TYPES,AND LIFE SAFETY TO I � �. 3� !����607W. 607W.F �� , � _ O � SEE FIRE RATINGS,SOUND RATING,&DETAILS � � R.O. R.O. �� � � �� � O'�' � � �7 �'i,, ' ASSOCIATED 6�• A3.36 � . 'O sr 4.0� '� ��4� �� '� ���i�, � � 607W.G� �� `�� ��st�. � � � 8. AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST., STE.#100 ^ � I 8'� �D� p• .Q ��, DIAGRAMATIC PURPOSES ONLY. DENVER, COLORADO 80205 Q ' --- , � ' � I 5 �� � 607 .H �� O �sto I 9. NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303.861.8555 F.303.861.3027 607W. �� DOO RS. ��jA� ��5°� 08W.A 608W.B 1350 �� �� �� ��p� � : p�� �S' 10. FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET . UNIT C101 g �; �6 �� PER LIFE SAFETY DWGS. "� '�6O7W.0 607 J�� �'' � 99. FOR GAUGE OF EXTERIOR STUD WALL REFER TO EDWARDS, COLORADO 81632 � ��� ��' 609.E1 � ��,, A6.12 608.E1 •O �Q A .37 `�� STRUCTURAL DRAWINGS. � o � • � � • �� ,. � s��, \ 970.926.8960 F.970.926.8961 l [� � �- - -`�� - i � � - � � - � r�j\�` ,, - � - I - - u'; S�; �S - - -B J 12. ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1,AND �� ° 609 .0 � ��' 60 C 3� �' `O � � � � � ' � � � � O �� �Q >� , � LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS 0 9 , � ,�� st-, sr., p I DETAILED ON SHEET A13.01 U.N.O. ' A3.39 A6.12� 4j� p� "'iQ,, 13. ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO eo � � `l' � �"�� .� MAINTAIN A ONE HOUR ASSEMBLY; EXCEPT FOR ALL � ^ .�. ��.�� o \ � �. ����� COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE A 3 HOUR ASSEMBLY. � I , _ 4 ,��'b �, �O S �� 14. REFER TO SHEET A13.01 FOR INTERIOR WALL TYPES ` ' °, 4.0 O ��� � �, ��Q,, - 15. REFER TO SHEET Al2.02 FOR EXTERIOR WALL TYPES � 9W.B.1 � \ � M � p � p�� �' �� 4 �� �,p �� � 16. ALL FULL SIZE PARKING SPACES TO BE 9'x 18'AND � , 608, . � N � .11 I 'O u'� c� COMPACTS NOT TO BE LESS THAN 8'x 16'. ALL DRIVE 09W.B. � �= 07W•B• S' �� � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' i �. � � ��p,, � MINIMUM FOR ONE WAY TRAFFIC FOR 60°ANGLED N M � � � 5'-0 3/4" �\ 1 � 0 W.B.1 I 607W.J PARKING. � � � � � � � 17. ANGLED PARKING TO BE 60° U.N.O. \ C _' I 4.0 gp&�.E N p � � �"��� I I 607.E � 18. REFER TO SHEET A13.03 FOR INTERIOR CEILING PENETRATIONS, WALL PENETRATIONS,AND WALL BA R N E � �- 3' 10 7/8" 2' 4 3/4" �O, / � � �� JOINING AND SEALING DETAILS U.N.O ch _ 07W.A. . I 2 o N � 3y 0�(V.A.1 \ •�•�•�• 4.2 � � � 1 �� ���T�� , N AR H ITE T a..o�, 07 - LL � I I � � $� 1�`b RE' A9 54 � .�.�. � � � � 1936 MONTAUK HIGHWAY 2�_g��g�� �, q> � 10 607W.L BRIDGEHAMPTON, NY 11932 UN�T '_g" ���, 1 � A6.13 0 631.537.3555 F.631.537.0558 609 � ! � � � � ; P� ��� I � � ����' I '-0 3/4" `L 607W. 210 Edwards Village Blvd., Suite D-207, PO Box 878 � RE_ AQ�7 � \ �� � � �� Edwards, C081632 ( U �-- - -- - � . � y. -- - �. � - � - �' -�- - 970.926.4151 �� "� '' ��� NO GYPCRETE � `S A4.2 � 607.E1 O ��\�` � � ISSUE/REVISION DATE NO. � P1 1'-0 7/8" �� � � P1 10'-9 7/8" 3'-9 1/8" 3'-6 3/4" 7'- 11 1�'� 11'-6 1/2" �`. 6'-3 1/2" ��'� � 6 � p� � p`'� � i� � � ' �p A4.0 � ' rl,``� p�' • ' � OWNER REVIEW 16APR08 � _P2 IP19 R.O � �g5° p� ���,, � " ��, I I � CONSTRUCTION DOCUMENTS 8AUG08 1'-6 5/8" �p� � � 6 �W � ��q> c�� � TOWN OF VAIL UPDATE 5FEB09 � ' 3'-4 3/8" '_ 11 1/4" � �" �`L � � i � 1'-7 1/8" � P28 � P1 ELE P19 z P28 � R.O ��i�,, ` °' --''���` ' ----- _ � REVISIONS ' � _ 1'-5 3/4" � P28 �� �'� � � � p� � � � � ��� �� , ° DESCRIPTION DATE NO. �C1 � ic� ��-��P 0 � 1 � oo ' � '� � � 3 �� � � � �� ASI 25-STONE WALL 100CT08 1 F � ; � � � � - � � �" �, \ � � � MOVE-RAILING CHANGE � a'u�N - c�� � CORRIDOR c�. N -�. ���,., � ASI 27-SECONDARY ENTRY 150CT08 2 4' �� `b � � � DOOR CHANGE CORR��OR 14'-8 1/4" 5'-4° �I 63$ � ' 07-L� � ° �� P1 h� \ , 2 A3.33 T.O.V. UPDATES O4NOV08 3 636 ALIGN � � � �P2 � P20 1.� � P7 M 20 � -� � � �° � �� � '� C1. � � � rn P21 �- � P20 -� � P1 �`L � G _ _ ' �, � 607W.0 ���� � A3.34 - - '� =� - _ - � RF1669 17NOV08 4 - - - - - TOV RESPONSE 09JUL09 5 � C1 � � o � P20 P20 P1 6 7W.P �� ���� 4.0 � � � � P19 P�� ao P�� "�, �.'` � _ � TOV- 17JUN09 6 � � 9 1/8" P28 _--- -- - - - 00 O� P20 P2 �� � � � � P1 C1. [P19 `;' _ i �C s s LINEN \\� ^h \ ��D� Q-�' �� A6 14 � 3'-9" R.O �5'-5' �., ' a° � % � �� 626 � ° �o� 4s -0 7is„ � � M / ��" � , 4'-2 5/8" 0 .A 3 1/ 2'- 1 3/4" � ' �� � %r � � \ P2 � 3'-0 3/4" , w r> ' 3'-03/4 2 I 3'-63/4" 1'-9" I � M � � 6 5'-97/8" 2'-63/4" 18'-01/ " I ",' 3 - 11 5/8 11 1/2' A4.01 - � P28 � . R.O. R.O. 6 5/8" / -P28 �[ � - � - NO GYPCR � W.B 606W.0 606W.D ' : � � 4'-0 3/4" 6'-0 5/8" / � o ,� � ' � - � ` � - R.O. ;�, � � . v c� CORRIDOR � (+"� / I ,N M � i � 605W.F � 639 � � / � 606.E3 N � 06A� p "' � A � � ' - � � ��06W.E.1 � � N ' ' I O M � � � 3'-;4 3/4" oo � � � o � ' � o � 605W.E 1'-2 3/8" 3'- 10 7/8" o 00 ' � � � � I 06W.E. I � � � J N M R.O ' N _ • _ �� � , o� in V' � d� M � � � � � �� � � P28 P28 _� ��.IT , � UNIT c� - - - - - � � � • "' '! _ ,� 606 U - d' 605A�` - �' � � o � 605W.D 6O5 ALIGN CORRIDOR C1. P19 � M � i� r\ � � , � � 3�-s 5is�� � � RE: A9 53 I ' .N � J N _ E: A9 52 P28 628 P13 3'-6 3/4" '606B > � � 7 "� ih - � I , � � A6.07 O � o � � R.O. • 606.E � � 'v c.i � %x/." /.,;,, i� �, �/' : I � L �.,� P28 P28 - _ ch r,� CO � � / 7 > � � , f `;' � � � • � u� �� p � ;? �. °° � 4.0 � 10 � � �' " ��,� L.L � � w � � � 605W.C2 � � � �°n � ' A6.07 � 06W.F. � o O ' I Sim P13 � , 5 'i P19 P1 � � / � � � = A5.09 • . t � _ � ' °' � `° � � M � /` � --- 06W.F.3 � � 2 � � �r' M 9 1/8" � � _ � � � � � ; _ �: , _ ,;;'. � , / :% P13 p� oo � � � � 4 ��- r � �, � � 06W.� . � a, O � A3.24 1 � A6.14 � � P1 � `�' P13 2'-3 1/4" c°� - � °�,.�° ' Q � � � o � 605W.0 ``' �n C1.i z i � 06W.G. � _ �, C° �� �/ �/ , -_. _ _ _- - -. ,. _ _ LL I..L ( N � 2�_o�� - �-��� J � �- � p�- Q 2 6�� 5 1/8" 16'-8 7/8" 16'-8 3/4" 4 5/8" I � - SLAB OPENING I Q I , � � � W O w A4.09 .�---�-- �- -�---�---�- I i`� FOR STAIR f R.O. 6'-0 3/4��i N N � w w 14'-5 3/4" 10 1 4" 10'-7 1/8" 6'- 1" 8 1/2" R•�• � � J � d. 5 1/4" -7 3/8" C° � O O O � � � � � � c°fl � - o'� � 3'-2 1/4" 8\ ° � � � U L.L � _ 606W. � � � / � � P �o � 05W. 05W.B. 05W. .1 0 W.A. 05W.A. 5W.A 1 � 3 A3.29 1 UN�T _ � °p �` Q � 4.0 ^ � � . , � � �50 - UL � � P� - � � � � - (f� . . RE: A9 38 N / � � � 3'-2 1/4' 5 5/8" 5 5/8" ! 3'-21/�4' ' > I � I 4'- 10 3/4" 9'-0 3/4" 9'-0 3/4" 1 -- � � • • 8 3'-3 3/I " 16'-8 1/2" 7 1/4"- � � `� ' R.O. R.O. R.O. R.O. � J 3 N 6 8'-4 3/4" 4'-7 5/8" °'' 4.09 � -6 T2' �3 � - / C° O 39'-0 1/8" R.p. 7 ��2�� ao � 1 CCD 057A � � � � \ / I � VJ � � � I N 2 � � �� 4.0 � � - � �`' � \ � Q � � A325 � p 506W.X1 � � M O� ti I � � � � � o O � 506W.W � d' OPEN TO BELOW N � � � � � � � � � � ' � � � 7 / - � p 506W.V � � � � 4.0 � � � - � �r _ I � � r � � � `° / I ' � � � N N � � i � / / � � L� �o - / � ' � ' � 506W.0 / � iv �y. � ° ' -- R A3.26 1 C° � I � 20'- 11 7/8" 10'-2 1/4" 6'-3 3/8" I _ � � � � � � R.O. � � , 2'-8 3/4" 7 5/8" � - �- rn o o rn -- -- . _-. _ �- - -- - - - - � _ N -- - � - � -- �- � M I ❑ ❑ ❑ ❑ I � � � � � � � � i � � ❑ ❑ N � N � � � � 506 .AD 506W.Y � � M � I 40 � j � � ' 506 .AC 506W.Z � � , I � � 40 LEVEL 6 ENLARGED � M I ° � ° ' �� � ' PLAN -AREA #4 Cfl N c '. o � ❑ �, (V CO CO � - N � N � <9 (V � � � 506W.AB 506W.AA ' / ti , � � m W � � - �M T oo Z M 4'_���'�R.O. � R.O. PLOTTED 8/19/2009 9:04:06 PM � J 5 1/4" 3'-0 3/4" � 99� 9 � 2 Q 11 / " 3'-0 3/4" CHK'D BY Ma ie Fitz erald,AIA � U � I ; I I I �8'-4 1/2�� I 23'- 1 1/4�� I �7'-9 3/8�� I �6'-5 5/8�� I 6�-9�� �O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C.,ARCHITECTS a w � nI � � 1'- 1 1/8" 1 1/2" 1 V 1 1'- 1 1/8" SHEET NUMBER: 4.0 ���� LEVE L 6 - A A #4 , � � , � \ � ; ��H�� _ ��-O�� � �.,_/ � � / � � (ALL PLANS THIS PAGE) FINAL CD ISSUE - 8 AUG 08 D.P.A. PROJECT # 06232.00