HomeMy WebLinkAboutA2-33 - LEVEL 6 PLAN - OVERALL GENERAL N�TES
1. DO NOT SCALE DRAWINGS. IF CRITICAL DIMENSIONS DO
NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT.
2. IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR
BETWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY
THE ARCHITECT FOR RESOLUTION.
3. ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD
PARTITIONS ARE TO FACE OF STUD, U.N.O. �
4. FINISH DIMENSIONS ARE TO THE FACE OF FINISH AND
NOTES'FIN"OR"CLR".
5. FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, � � � � ��*�h�� }�
ELECTRICAL PANELS,&WASHER BOXES TO ALLOW � � � L
RECESSION INTO WALL. PROVIDE CONTINUOUS FIRE
RATING.
6. DOOR ASSEMBLIES IN CORE&SHELL ARE 6"FROM FINISH
FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF,
U.N.O.
7. REFER TO WALL TAGS,WALL TYPES,AND LIFE SAFETY TO
SEE FIRE RATINGS,SOUND RATING,&DETAILS
ASSOCIATED
8. AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST., STE.#100
DIAGRAMATIC PURPOSES ONLY. DENVER, COLORADO 80205
9. NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303.861.8555 F.303.861.3027
DOO RS.
10. FIRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET . UNIT C101
PER LIFE SAFETY DWGS. EDWARDS, COLORADO 81632
11. FOR GAUGE OF EXTERIOR STUD WALL REFER TO
STRUCTURAL DRAWINGS. 970.926.8960 F.970.926.8961
12. ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1,AND
LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS
DETAILED ON SHEET A13.01 U.N.O.
13. ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO
A3.02 MAINTAIN A ONE HOUR ASSEMBLY; EXCEPT FOR ALL
1 COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE
2 A 3 HOUR ASSEMBLY.
1 ( 2 2 4•0 `A4.0 14. REFER TO SHEET A13.01 FOR INTERIOR WALL TYPES
4A ��A4.0 15. REFER TO SHEET Al2.02 FOR EXTERIOR WALL TYPES
� ` 2 16. ALL FULL SIZE PARKING SPACES TO BE 9'x 18'AND
i� �� ��,. � /�, � �� �� � �� i �� � ,�� i�.
i , , COMPACTS NOT TO BE LESS THAN 8'x 16'. ALL DRIVE
1 2 ) 3 �4 ( 5� 6 7 j 8� 9 j (10� z �11 J �12 13 4�0 14) 4�0 �15 16 ,17) 18) 19 20) z �21 (22 �� �;� 24 2� (2� 27) (28) AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16�
� � J � J / MINIMUM FOR ONE WAY TRAFFIC FOR 60°ANGLED
,
-
10'-3" 26'-8 1/8" 11'-7 3/8" 6'-0" 10'-4" 21'-4 3/4" 19'- 1 1/8" =27'-5 1/8" 18'-3 1/8" 24'-4 1/4" 23'- 11 1/2" 18'- 11 1/8" 13'-7 7/8" 13'-6 1/8" =21'- 10" 19'- 1" 19'- 1 7/8" 23'- 10" 16'-8 1/8" 19'-0 1/2" 15'-3 1/8" 7'-4" 17. ANGLED PARKING TO BE 60° U.N.O.
18. REFER TO SHEET A13.03 FOR INTERIOR CEILING
i 5'-5' Q 8 - 10 /8" I 5'-5 1/8" '-6 7/8" Q B -� PENETRATIONS, WALL PENETRATIONS,AND WALL BA R N E �
I I I I I I � I I I I I I � � I � ��� � 7'- 1 O 1/4" I � I (X� I I JOINING AND SEALING DETAILS U.N.O
1'-2" 18'-7 3/8" 18'-8 5 8" 14'-9 3/8" 10'- 1 1/8" 23'-9 1/4" 10'- 1 1/8" � 32'- 10 3/8" 25'-6" 59'-4" 25'-6 1/2" 32'-9 3/4" � 10'-0 1/2" ��23'- 10 1/2" 10'-0 1/2" 13'- 1 7/8" \
6-
� _ � .�,, /�
�q � ��� - , _ - - - �� � � 3 �- AR HITE T
_ � : _ _ _ � _ �
� _ : � .
� � � _ -
,
N
� f I I�' : I I I I I I : I _, � I I � � �I \ ,�° ���� �
� �.
� � � � - � � � � � � �. d. � � � �O ��--�� 1936 MONTAUK HIGHWAY
00 � �/ � � � � � � - -- � � ' � � � `L � `��A., � � BRIDGEHAMPTON NY 11932
� � � � � �
� � 631.537.3555 F.631.537.0558
X � - _ � � _ - �
N a� I
�
� - �
_ � - � i� _
x � I
� 7 P
�
210 Edwards Villa e Blvd. Suite D 20 O Box 878
M , ,
M
�' -
9
V -
�
� I
o �
� �.
/ .
B ' - � _ � � , � _ -- __ o � v
Edwards, CO 81632
�� r� .
'- - � - -- _
� � � � o0 0 � � � I = � ! o � � �° p� � `��% N 970.926.4151
� M � �� � _� - � � �-- o - - -- w 3� � � �� �
. . . . N _ - . �- . - i -- ' M �O � �\� ,r V Q �
" � � � � � i�-- � � �� r � � � � 4 � � �sr-, I ��� ISSUE/REVISION DATE NO.
�� � o w �-- � _ �
- _ �� A4.0 ,� �� �
�
OWNER REVIEW 16APR08
- _ - -- - - � � � �
� ,� °' ' '- �- - � = �� '� ' � _ � - -� I � I � I - , I I \ I I
� � � CONSTRUCTION DOCUMENTS 8AUG08
I � TOWN OF VAIL UPDATE 5FEB09
1 �
r
4.0 � � � � � � -- � `�� REVISIONS
� I I I \ ��� � DESCRIPTION DATE NO.
� � � �� � � � � � � � � � � � � � I � � �
�
D � � - ASI 2-UL UPDATING 21AUG08 1
�' I UP - �' T.O.V. UPDATES O4NOV08 2
� �
3
x � � ' :
� �� � � � �� , � �. = � � � � � � � �
_ " o
C � �_� � � � �� � �A4 �
_ , � _,
_ o o � , o o � , ��� ,
> > :
F _ � - - - - - - - _ _ - - - -
- �, - _ - �- - - --- � ��r 5 �
: , � ,
� �
�
.
,
�
A3 03 1
_
;
C�� � . _ F.E. _ � _ F.E. _ A4.0 � � �
�
� i 30' 3/8" � � ' � �� 4 � I
�.
/ � , r�,
� ,�� � / A4.0 � �- ,-�
0
1
�
, � �
2 -�-- - _ _ - - - � --- -- � � � - - - - - --- - - - 35�-7 3 8;�� =5 1/2��� �{-H H�
w
4.0 � � . �
� ` � - , o� a� I �: I =. ,
/ � � i I � �_ � I I � I I � I _I �
/ � . _ � � i � __ _ � � ��
. � � ,-
� � <� «�,
- � _ � -- _ � i
,, � , � � � '�� �� �`
i �: � M
_ - � � � i � ` � � � � � � � �
'
�---- ° - - - � I � -- - - � - -- - - - - - -
--- --.- -- - -
� i ---- --- -- o _ �---- __--- - - N- N-._ . . ° - - - _ --
, --- �- --- -- --- _-
� � -- -- � ° � ���� F.E.� � 1 A3.02
�
� � �' � v' �o
� � M
-
_ -
.- -
A3.FSD 1 N i -. � � � I I � I I � � M `�
---- - -�i -� �� � N- -�- i-_-�--__�- - � , �����_ -1- r-� �- � N- � ----fi--- �-- _- ---- -- ��� -�
� � -
-- �I _.. � N ~ ~ N N
� - � � � � � � --- n q
- - - - - --- -
� --- - --- � i i
_ _ �.. .;.
� 33' 2 1/8" 9'-0" -- - r�--
�- � -- - -- i - - - --- -- --- � - --
�
� I � � i - i � � 2
_ _ . - �
- � � � i 4.0 � �� A4.0� �
� _. _ � ' 8 ' <� / 8
_ , _ _
P - '� � � '� . � �
� 4.0
M I �
� � I � ' I , I � � - � I I I I I I � I ; I
5 � . �B N ■ 3 _ 3 w
M ■ ■ i
� _ - - �
4.0 40 RE. A2.34 � RE. A2.3 �
E. A2. 6
� 4.09 A4.09 � � �
� 8'-3 1/8"-- 9'-0" � � � - � ��/ � W
� � _ ,� � � I..L �
� � � � I � I I I I I � I � O � � Z
� � � , �
� - � �� 0 � � " � � �
' � 5 � � p O
� 4,0 4.0 � �
R �� i i i i i � i i � i i i i i � i i i � .,; , i i � � � �
„ � Q �
M
i I � �
S - _ o � 2 - �-�- Q Q � �
N 12.3
" � w� �,� i � � W W
I _I c z N % � I I � / N � 5 O �
� � � � � I I � I � I I � _ � I k,� I I / I I L
_ � d � � k O O O
� � � / � v �
� Q %�� �%� ' � �
� � �CH LINE � - - --- - ,� �,; � ,� � � � � � � � � � � � � x. ,� ; - �� � � .MATCH LI E �� �� � � ., �
�
� � � � ' � � I � I I I I I I I I I I I ! I I I � �
I I � � � ��� �, ; > �' X�\ � -
� i v �,% � %. k � -� �
, ,
' �� �' �` � 6'- 11 /8"� � � > I..L
I J ��
1 '- 1 3/8"� 1 '-2 7/8" x,"�x17 �2 1/2" 40'- 7/8" 20'-8" 39'-4" 2'- 5/8" 6'-7 1/4" 32'- 11 3/4" 6'-7 1/2" 2'- 3/8" 39'-4" 20'-8" 36'-3 /8" 20'-6 7/8"' 23'-0 5/8" 17'- 10" 16'-5 5/8" '- 10 1/ „ �
r � � r �
U _� I I 5'- �0 3i8" � �"�� �� ' I I I I I I ��_��� I I I I I I I I � I I I i' �
� � J
I � � � ., � , � � �
. � �
v � � � �
i i i
� io � i i i i i i i i i i i i i , i i i i i �
�
� � � �;
N
I I � I I I I I I � I I I I I I � � I I I I I I
I
W -� - ,� x - --- _ - _ _ . -- _ _ - - _ _ _ - -_ _ - _ _ _ - - _ _ . . _ _ _ � �
I I ' ti�� I I � I I I I I I I I � � I I I I I I �
-�- -�- - - - - --- --- --- - -- - --- - -- -- �- - - -- -- --- ---- --- --- -
X � , ,I - - - - - - - - - - - -- - -- - X
I
,
�
� ; �
I I ' � � I I I I I I I I ,I- � I I I I I I I �
� � � , �
1 ��� � � � �
�� �
� 1 , �
( Y } - -I- -� - � �' � -� -� �I- -� - �- - �� � � � -� � � � -�- -� - -- � ��-
�� i �� � � � ��
x� �� � ' '`�% x�
/ v
� �� �� -� � �� � � �: � _ � - � � LEVEL 6 PLAN -
i � i � i i i i � _ i_ _ i - - � i i i i i i i i i i i � OVERALL
Z - _ - - - - � - - - �
- J -
1 2 � �� � ( 6 7 8 2 9� �1 � � (11 �2) 13) � �4 ' 2 15 �6 171 181 �19�2� 21) 2� 23 � (24) 25' ,) (27 (2� PLOTTED 8/19/2009 9:03:22 PM
� 4A ' ���-4.0 � �� � �� �� 4.0 A4.0 4.0 4. CHK'D BY Maggie Fitzgerald,AIA
�
� �O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C.,ARCHITECTS
A3.01 N SHEET NUMBER:
� LEVEL 6
� �/�� _ � -O (ALL PLANS THIS PAGE) �
FINAL CD ISSUE - 8 AUG 08 D.P.A. PROJECT # 06232.00