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HomeMy WebLinkAboutA2-23 - LEVEL 3 ENLARGED PLAN -AREA 4 � GENERAL N�TES (21 (22 23 �� 25 2� , �� �8) 19, ,�„ A3.38 19'- 1 7/8" 23'- 10" 16'-8 1/8" 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. 1 2. IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR 4 � 1 v44.0 A4.0 BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY THE ARCHITECT FOR RESOLUTION. CCD TLS 4 4•0 _ � 6� � 3. ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD I ,��' PARTITIONSARE TO FACE OF STUD, U.N.O. � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ P17 _ 4. FINISH DIMENSIONSARE TO THE FACEOF FINISH AND NOTES'FIN"OR"CLR". 2 5. FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � � ��*�h�� }� ,' � ELECTRICAL PANELS,&WASHER BOXES TO ALLOW � � � L A CCD 052M A3. 6 � u'. A5.27 6 . .�.�. � RECESSION INTOWALL. PROVIDECONTINUOUS FIRE 32'-0 1/4" 10'-0 7/8" � '��>� �S RATING. -- ° � � ��rp,, o 0 0 o j �� 6. DOOR ASSEMBLIES IN CORE&SHELL ARE 6"FROM FINISH 2'-0 1/8" ��� � � ��� � �, ��' �P17 • FACE OF ADJACENT PARTITION TO EDGEOF DOOR LEAF, 6'-8 3/4" 6'-0 1/8" 6'-0 3/4" 5'- 1 3/4" 6'-0 3/4" 7'-3" 3'- 1' 16'- 1 1/8" 4'-7 7/8" 'O '� �� �o ; j � U.N.O. ' / - 3 310W.D �7� �st-. "'iy I . � I 7. REFER TO WALL TAGS,WALL TYPES,AND LIFE SAFETY TO � - i �'. • st., SEE FIRE RATINGS,SOUND RATING,&DETAILS R.O R.O R.O o � � > 4.0 � � P�� 3 ASSOCIATED � �, � � � S � 3 310W.E 9� � � �� = A5.27 8. AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST., STE.#100 � DIAGRAMATIC PURPOSES ONLY. DENVER, COLORADO 80205 ° 'g � i A3.36 � � `� \ �u'� �'- 9. NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM Si 526 � �� \ �?� Q, I 5 A5.27I DOORS. 303.861.8555 F.303.861.3027 , 1 W.6.1 12W.B. 311 W.A 311 W.B cp., �� � �� � . � �. . � �- -�-�`�� � � � �� �.-- ���S�� �� ���� � 10W.C. A`b `' 10W.F.1 u'- P17 � 10. FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, - S� �Q, 5 '` \�` I � PER uFE SAFETY DWGS. 0225 MAIN STREET . UNIT C101 ` �'i d' ' � O� ,�O I • 11. FOR GAUGE OF EXTERIOR STUD WALL REFER TO EDWARDS, COLORADO 81632 12W.A. �O �'' �'> � 10W.C.1 D� p \ 10W. . �� I 970.926.8960 F.970.926.8961 STRUCTURAL DRAWINGS. 311.E1 /��' O �, � OW. .3 � /'6' �� • 12. ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1,AND � '6 \ '� > - ,%� LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS C � � u' y % � � � � �sto -��� DETAILED ON SHEET A13.01 U.N.O. B� 31 .0 � � \ �"' /��' \ 13. ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO � � , � 2'-9 7/8" �� -10" 18'-4" � V�` p� � �,`�`5"� MAINTAIN A ONE HOUR ASSEMBLY; EXCEPT FOR ALL A3.39 2 ��0�� `��, ���6,'p `� I �1 COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE r,j' � �j u�j u'� ' � � A 3 HOUR ASSEMBLY. � _ �O� Q-• ,jj �> cP-. �'' ��` ^--� 14. REFER TO SHEET A13.01 FOR INTERIOR WALL TYPES � � �o 'O �st�- ' 15. REFER TO SHEET Al2.02 FOR EXTERIOR WALL TYPES � M � I i ,i ; � / 16. ALL FULL SIZE PARKING SPACES TO BE 9'x 18'AND <''� o � 4 i COMPACTS NOT TO BE LESS THAN 8'x 16'. ALL DRIVE N ' C 310W.B ��� �Q � � � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' ' i+� � �� A4.0 g UNIT 'O i� MINIMUM FOR ONE WAY TRAFFIC FOR 60°ANGLED o � � 311W: �' 3,�� � 6+ � PARKING. � ��D� 310W.G 6'' , Q,, 17. ANGLED PARKING TO BE 60° U.N.O. �' � � � 310.E `� �' 18. REFER TO SHEET A13.03 FOR INTERIOR CEILING ., �7-. PENETRATIONS, WALL PENETRATIONS,AND WALL � � �� � _ � ,�. �. � RE: A9 11 / BA R N E Y C � � O�� 1, � JOINING AND SEALING DETAILS U.N.O .0 311 W. A4A � � � UNIT � _ 3 OW.A � �\�` 310W.H �D�I �- ALIGN � � � 2'-9 7/8�� � 7'- 10" � � � �' �.� �`� � ,, � � 2 312 _ � � � � ow.i ,�� 3�°` .2 M � [�� � � � AR HITE T - _' �"� 311 .F o�V `L � � � 3� `L - � . UNIT �° � � � . - o I �.� �,� � � �. � ' � � � � 6 ,, �` Q-' i � -�' `L -3� � ' 1936 MONTAUK HIGHWAY , .`° � � � � � � �' I BRIDGEHAMPTON, NY 11932 4.0 P1 I 311 5'-6 7/8" R.O. ��� p� �'� 1 � - - � � � N 631.537.3555 F.631.537.0558 RE: A9 12 N � ��� . �`��� s a.o � ��� �� � , � I '-0 3/4" � � 4 ;L ; , 210 Edwards Village Blvd., Suite D-207, PO Box 878 C1 � � 1'- 1/ ` �' ���` 4'2 I gV�` 3 Q-� �o Edwards, CO 81632 � ��, „��� 0 310.E1 �I ! 970.926_4151 �� P1 A � ' �� � `9, � A o " ,�A�` �� 310W.J � � D �,�� ���� �� �`� � � � ISSUE/REVISION DATE NO. \-� $�� NO GYPCRETE � �O �' �' � Q-� ; �� 3'-6 3/4" p� �1'-3" � �, P1 p� � � � �,� 310 .K � SANDSTONE CAP 4'-2 3/4" � '% , � OWNER REVIEW 16APR08 � 5'-6 1/8" 11'- 1 1/8" 5'-8 1/8"3'- 10 3/4" 3'-5 3/4" 3'-6 3/4" � �'-0 1/4" 6'-2 1/2" � �;��,, ��� � 310W.L ����, � � ABOVE CONSTRUCTION DOCUMENTS 8AUG08 � R.O R O R.O / - �p "'�Q,,� � �D� `� � �' `3�� _ ° TOWN OF VAIL UPDATE 5FEB09 o P2 P19 �P19, °' �` pn' -� -M- �� � � ` P�$ ALIGN �� � �''i � W3 0° � � REVISIONS � E � _ - - _ _ _ � _ _ � -� _ _ � � � �� DESCRIPTION DATE NO. � ELEC. 4'-9 1% ° � c�' � �C1 � m: 310W.M � 4.0 P28 P� 336 � � 28 C1. � � ��.,, 5'-6 5/8" � � � I o P2 ��"N � � �35 31 � �. "' � i � � ASI 2-UL UPDATING 21AUG08 1 � � � _' � � P1 _' �' `" �5% ``� $'-5 ��$" I � ASI 27-SECONDARY ENTRY 150CT08 2 F � ``'' ' � �>> P17 � DOOR CHANGE �r � � I� � '; � CQRR��QR �C1. 3'-6 3/4" oo P20 P28� P28 � ��� �� �d' � � � . .V. 04NOV08 3 �'cs� �' � \ T O UPDATES c� L28,. .� C1. � .= � : P2 338.E1 ( 5 : \ � 10'-8° 331 21'- 11" � I (4'-0 1/8" 1'-7 3/4" 15' 7 7/8" co 6'-0 '-0 5/8" 5'-8 1/ %�d, d. � �. ' W4. � � 2 A3.33 RFI669 17NOV08 4 �- O � 0 4.0 5 I I �o C° � � � � � �� R.O P28 �P20 C1. � , � � � � � - �� • •-• °D / 'P�2� 338 A5.3C� A3.34 � G - � _ � _ _ C�-- � o _i�-in � P2 _ � � W3� ' . . .-- 00 � � P1 � P28 \ P28�_ ' P28 � M � � � �_i� �'' 'p o0 o P28 � � � � � �- � � C1. � � - � � � M � � A5.30 - - -'�- --- 00 9 � C1. •-•- - � � �P28 � P2 � � �n ' ' ��. DN � � A5.15 a� ' � P2 i�; , `�' W3 P17 I o0 I P19 P19 � � � 43'-0 7/8" N � � , � � � N I V-FST � _ H � = r I 1'��9 7/8" 3 1/4" 2'-6 3/4" � 2'-6 3/4" A5.25 00 M 340 338�: 0 30 5'-0 3/4" 5'-0 3/4" 5'- 11 /8" 12'-6 1/4" 2'- 11 1/8", ��� 2 � 2 � � � � i 4A1� � °��° M� PZ o � R.O R.O R.O R.O � A4.01, � i M � . . , �. � . . �. . . . ,� . , _ , ��. . � . . . .. --- �� �- �� � - -- �� �� - � N _ _ ..._ _ _ _ . . .i �., O I ' � N I . .� . . .. -.- . � � � 09W.� . 9W.B. 09W.C.1 9W. . 309W.D 309W.E � o � s 5is�� 4�-0 3ia° � � � _CORRIDO � � � _ � I 5'-5 5/8�� �° _ 339 � - �J �T m p 09B � 09W.F.1 � ��� 0 2 A3.12 R A io d. / �c.i' � . �::- - 3�7 P28 � � / W.F. " ' � 307W.K M � � 3 - -- � _ _ � RE: A9 08 3'- 3/4" 5 3/4" P28 � � 09W.G. � m � 42 �� 307W.J 1'- 3/8" 3'- 10 7/8"�4'-6" 1'- 1 3/4" r� o � � r � , I � "'`�' R.O ''o�o R.O � 09W.G. � � j � � _ e� - - - - - �c�`' - - - _ -oo / � � o � c+� � � � � � 28 m � C P2$ r cfl � 12.0 � �� -�. An �?R�_� �_` - - - - - - ° - - - _� - - - - - M � - � � , a o _ _ � I c� � � UNIT `° °� K J � - - - - N i " _ � � _ � � � ALIGN I P19 � M o 309 N �� g J 0 307W.1 � P28 I - � -• •T• P13 � � P28 09A, C° � M `- 12.0 � N, w r � � - - - - - - - "' "' RE: A9 10 `°�� � � �/ � � • (FF= 127'-3" ) ALI N 'i,'... /�.��;' � �>"y i;�.�,� �; r�� O � :���� � P28 309.E1 � o � � � f. . y /�' L - - . M -- � . W 00 � -- - � -' /� - li �i/ Lf) � , cn� �- - P15 T� °' �I ° O�W. � -M O - � 4 . . .� � . I � ! ' 3'-6 3/8" 6'- 1" oo ' I I �o' � N � � � - ,. STAIRS � � N o w.H. ��, 00 Al2.69 °'� -' P13 ' ��� S5 - P19 ���` _ � � � �..��� � � R.O ALIGN o 7 � ' � Q O �� � � "' 1'-6 5/8° � � 4.0 p � / � � � / � � � o � � � .� , 'I�'� 1/�' O � � ��� \ � A5.09 ��, �� � -- �, . � P43 p� � P43 N �n M :CO- � � � t' "��` ����% ���. �,��:��:� ���� P13 � - � � C° 0��° � � � � \ .� � ' � �.� � � ' � � -�� � cV � � �� - • - 19'-8" 19'- 11 1/8" p� � N � � AD 128'-2 1/2" - � u , ' , > � � r : P13 P43 � � �" . � �;� �" / M 0 22'- 10" 2'-31/4" 2'-37/8" 6'-0" 6'- 1" OD1 5" o � � � � O � N � � � - - � w 3'-2 1/4" 2'-6 3/4"2'-6 3/4" 2'-6 3/4" 1 3/8" � � io � � � _ '-458" 2'-634" � 2'-634" 4" ' 2 � � /8" P43 � M , � A4.0 �, 6" 2'-6 3/4" 3'-3 3/8"3'-3 3/8" 3'-2 1/4" 2 -3 3/4" � �� ° �`' /�" _ � � � � �� o AD 128'-2 1 2" � � �' R.O R.O R.O R.O R.O R.O R. R.O � �? � � � 5 5/8" 3 1/4"�3 1/4" 3 1/4" 5 5/8" � C1 � 30 W.A �, � � � � � � �r � \7 /8" • • : � /� - r> � � i o- -_o� � �8� � � �� � � �8 � �� oo �. � � � � o0 0 � � �^ M �. _ 0 . _ _.� .-�? -. - - .- !. -. . 4.0 _.-. - _-. - - , 30 W.B _o �/ / I 4.0 � f �. -- - - � - V J P � / � i OD 127'-2 3/4" ' � �� �- � � � �� � � � � _ 1�-, � � � _ � _ _ � "' �� � ALIGN "' � ao � � -- AD 128'-2 1/2"�-� ` - � N . �. I ``' / � M � � ' � m i� � � � � �, °° /� � � `� -� � � `� 308 .D 308W.0 � � 1' 111/8" 1' 107/8� j _ � � � _ �. ,o n ����_n��in�� � _ �� � � � 3 , v� � 4'-0 3/4" i3 1/4" � . � i OD 127'-2 3/4" � � , = � ' / / M A4.0 308W.0 0 � � �UN�T 4'-9 3/4" �4'-0 3/4" 5'-3 1/8" 7" � / � � 1 CCD 057B � ' 308 ` 1 00 --• • � � � �. R.O R.O � � � � � _ � � AS1003 2 M ,� RE: A9 09 � � AD 128�-2 v2° � 2 �-� 4.0 , -- A325 ;� �. 08W.E.1I � o � / � A4.0 �� � � � � � "' � �Q • - �" C � ir' ' 4.17 ' � /� I _ �� � I �,��/ � � I � N OD 127'-2 3/ �% � • � • _ _ � 08W.F.1 � °p �� / c�, � � �-AD 128'- 1PATI0 DESIGN� � � � o O � %/ _ � �� �` .� I / RE: LANDSCAPE 308W. � o p ��y� ���`" � � f � � ' � � � � N � i CV � \ _ �BW.H. � � `� � � � 08W.H.1 308W.G � � �� - - = v � ` °�°_� w - � \ � .�. . ln M .. .��` .Q_ ' ��d„� -��• ,�, I � A� - , � � � C° � �3'- 1/4" °' 5 1/4" 2'-6 3/4" � � � • • � M-N 5'-0 3/�" 5'-0 3/4" 4'-0 3/8' 7" 00 , � �n � °O - R.O R.O R.O � � � � M ap � � � � � � • AD 128'-2 1/2" ``' � 'r' � � � \ � � � o AD 5 4�� � S � �`' _ M � � A4 �/ A4. 0 � �� I � � � �y � � io � � ,� .�. . �� � i � � � o OD 128'-5" o � 3 � _ �$ _ o � _�� ' ; 5 �� � � 3 LEVEL 3 ENLARGED 4.0 , � _� � / 4.2 � � 4.0 PLAN -AREA #4 \ o "' 308W.1.1 � � � � � � � 12.1 ��.�. . � "' � / � � r , o � � � 3oaw.i.2 ��� � \ . . ;� "', � ��. ,� � A4 30 . � �;i. -. 0 W.K. 08W.K. 308W. .2 308W.J.1 �!� �� / PLOTTED 8/19/2009 5:36:16 PM W ,� _,�. ��_, _ -�-� , � oo�o ' � Z � � � � ; ��� CHK'D BY Maggie Fitzgerald,AIA � (� �� �i � � � `� �-� �O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C.,ARCHITECTS = Q l 2'-5 3/ ' 5 1/4" N ?4.0 4.0 4.0 U � �.�. �.��J „ - 7 - 4" - 4" -8 / ' 6 3' 8 /8' 5' 0 3/ 5' 0 3/ 6' 5 8' N Q �j j I I R.O R.O SHEET NUMBER: � � 24'-0" I 21'-4" 18'-5 1/2" 7" 15'-3 1/8" 6'- 10 1/2" '� L EVE L � - AREA #4 (ALL PLANS THIS PAGE) � 1 � 1/8" = 1'-0" � �28� FINAL CD ISSUE - 8 AUG 08 D.P.A. PROJECT # 06232.00 21 22, 23 ��24 25� 26) (27, � �� _ �, � �