HomeMy WebLinkAbout0815.93.39r
•mod. � _ o•d`x.. �.. \.
r \
Cb
OJ
NOTE:
v /
SEE STRUCTURAL DRAWINGS
FOR EXTERIOR STAIR DETAILS
1 BLDG. ` A405 \ / ; ; A403 403
307 EcTION
V HD. /'1
A405
A403
ENTRY
3 1003
NA 41 A405 / v 1
O,
21 CORK.` j'�� 15 vvv �i 305
1006 �,' �' , `� 0 i/ �� �..� SECTIO F�O�
16 o
�� vo, 6�•. 7 TOILET , Q ,
1005 0�.v/ , V`l .Q CORR. �y / %� ���
v ® q vQ / h� ' 1013 `� y / v �Q� btb
y CHOIR ROOM ;' To �'' , /�� \ / 15 v 0
1001 —8' v v STOR. rx �' P � ` v.`O / v / l�v %�V vv 4 1 Gib i
\\ ° A405 F
\ ' °) '� / A405 OPP. ' 6; ,\ 1007/'
\ \\ tis
/I \� "� \<
tx
A701 ROB g
7 v /' 1 ST / // T� vw / ' vA`� 1 vv '� A404
— 100
,,`b \q� ,x 12 (OPP. -if
TOILET A.
�\ 1 ,
r' EN RY 1004 / off" v
\� I
2\ DUD
co o — X
�\ i, r /
/ ` STORE,
\ 2
F 0 1009 s \\ vim, /i \� 14
—.
A4 Q �i, _ N\ /\\ \� \ T
OPP. 1 \0 F � \� 10
Li r) rlr)DD
r
/ 10
x a' SCALE:
1 8 "
IR
10 — — —
/ / > 14 14
/ HD.
\ \ 1 403 � ° � � � ✓ ✓ ✓' ,/ ;, % / 8 I� — L y r \ '�. I — - /ry\ i/
403 D.
\ / A404 HD. \
T SIM.) CORR. /
\T OPP. / \ / 101 1
HD
Mt /.I.A imc: rLHly
/ �' O ' \ ; \ \ A l j / \ y / f ' \ / ✓',;. \ `o �,\ 403
�'• \ , \\ \ j j \ \ \% / / \ i / ' % (SIM.)
\ �C
C i
C2
0•, x / is \ / \101 8� \
9 6),
i 4 4 0• T y 2
4 `r \� `� ` y 1 4 \ \ \ \ \ \\ 1 7 4
yi r \ \, \ \ A601
\ i o', a• pl T A605 y �; / % \ \ \ �\ \`\ \ :\ A401
O= `\ ` (TAP.) ! / <, % \',,y \, \''\
/ ti
J
d•
\ 4
CA
0
A
/
, 1
2
9O 0•, \O, �0, %Lj \\ �0, ��TO y \� i /. j;�\ , \, /�' / 14 A60 / \ \" '� \\ 21 0 QO 21
` \ / SANCTUARY f \ \ \ \
/\
1016 \ ` A60 (TYP: ),,\
-_ � b,15 \ lTO c\ V 7, ,! i�,\'� /`� / ' ✓�� T, \ \ \\ (S1M.) , / \ / / /// \ >,. \ '.� \��.� x -
' O'
�, A405 15 e >7
/ \ , TOT \ \ r \ \ \ /
NARTHEX
\ i \ 307 BLDG. 1019 // :c\ \ ` z
X
0•, v v v SEC TI N /'I4
9 0•• y v �\
AAA
N STAIR N
i; \0 \,, \ 9 O 16 1026
/ / �✓ / \\ . ljOT SIM. '\� rj / i T� '�% / \,., �/ \ \\\ /y �/ 45 y/ 28
C � �� v0 �. v \ vv � v O'• / / / A / - - - -- - - - -
�
0, T 14 / v � CB
45 ; (; ---- - - - - -- - - --
1017 4-- - - - - --
A404 14
/ AN, 0, v y /✓ A606
/ `v A6�Q4 16
y T \ \ `\ \ (Of-?P HD.
v0 �, 14 vv 6'� �� / O 45 vy v T "� / SINE HORi v V (S,M
\ \ z p
CHASE \ ` S \ CORRIDOR �\ 2
OVE CLG. TO 1025 v
305 vO• O'• ��i \ v )� <' / DECK (SEE MECHT�/ A6O
vv i \ ° 45
`L / v DRAWINGS)
BLDG.
SECTION o / /
/ o 45 'vi INFO.
it
/
I � T v � T 4• C� � j I I ��! v v /' < �/ � v 1021
��� �� �, 6• '� v� �` 1v2 i/, i' / vv vv
1 O• v 4 Q � v v 16
' COATS v yv 1
I I Z
O•vO' 1023 (TYP.) W1 - -� - --
/ o
O'• do -/ / � \ / ,
\ ° VEST:
306 25 / \ �
�" 1020 \ �° \ //' \ i / \ 27 27 I I� MFC�
BLDG. i" O \ y 14 \ 45 �� 1 �i I ,CHASES
SECTION y O•. ' `�( / ` v � - — CC
v0, vo v v o 45
A405 '� 45 -
1
(TYP.) vv �I 16
I Iv'
16 8 I
131-1071A
\ A606 45" - - - -- - - - - -- 8
di \\\,� I . . .......
W
vv v 0,, 1 F i' Iv 27
vv F� Iy 14 I
6 v / % ` v r
402 vv� ' � '�' v v / vvv TS � �� � 11_ �.
�� vv - j v vTO Fps i it � N 45 - m
I III
/
'o
vim•. ! � S O., CORRIDOR j� SE 'Y. 1
1022 1071
� N i
I
v ?v 16 I
T � W
12 45 8
To p� A60 VEST.
NORTH (SIM.) , 1024
i" ��, T / S 7,�r r r/ I W
Qa ///
N „ AND ,,8,� ,GE;
MAIN LEVEL PLA AREA A
`
SCALE: 1 /8" = 11-0. i \ \' , N j 5
i
14 I
& 7 A405
81, 6
- 402
A405
(SI �
M.) - - - - --t
1. VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO WORK
INVOLVING REMODELING OR EXISTING CONDITIONS.
2. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES.
3. DOOR NUMBERS CORRESPOND TO ROOM NUMBERS. WHERE MORE
THAN ONE DOOR OCCURS IN A ROOM, A SUFFIX HAS BEEN
ADDED (A1000a). SEE SHEET SERIES A500 FOR DOOR AND
FRAME INFORMATION.
4. CAULK JUNCTURES BETWEEN DIFFERENT MATERIAL AS
OUTLINED IN PROJECT MANUAL.
5. ALL CONCRETE MASONRY UNITS SHALL BE LAID RUNNING BOND
UNLESS NOTED OTHERWISE,
5. PROVIDE PRECAST CONCRETE OR STEEL LINTELS OVER ALL
MASONRY OPENINGS. SEE STRUCTURAL DRAWINGS FOR ADDITION INFORMATION.
7. COORDINATE LOCATIONS OF OPENINGS IN CONCRETE MASONRY
WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTOR.
8. ALL DIMENSIONS ARE SHOWN ON DRAWINGS. ANY DIMENSIONS NOT
SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED WITH THE
ARCHITECT. DO NOT SCALE DIMENSIONS FROM DRAWINGS.
9. PROVIDE 6"W. METAL STRAPPING AT ALL SURFACE MOUNTED ITEMS
MOUNTED TO FACE OF GYPSUM WALLBOARD WALLS.
10. ALL OUTSIDE CORNERS SHALL BE BULLNOSED UNLESS NOTED OTHERWISE.
11. FOR HEIGHTS OF WALLS AND PARTITIONS, SEE REFLECTED CEILING PLANS.
12, FOR TOILET ACCESSORIES, SEE DIVISION 700 DRAWINGS.
13. ALL CONCRETE MASONRY UNITS ABOVE GRADE SHALL BE LIGHT WEIGHT.
USE FIRE RATED UNITS WHERE APPLICABLE.
14. CAULK JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. PLASTER AND MASONRY).
15. CAULK ALL COUNTERTOP BACKSPLASHES TO WALL USING SILICONE
SEALANT IN COLOR AS SELECTED BY ARCHITECT,
16. PROVIDE MISCELLANEOUS METAL SUPPORTS FOR ALL CEILING SUPPORTED ITEMS,
17. FOR CASEWORK AND MILLWORK, SEE DIVISION 600 DRAWINGS.
TYP. EXT. WALL TYPE
BRICK MASONY UNIT, AIR SPACE, 3/4" INSULATED '
SHEATHING ON 6" X 16GA. METAL STUDS AT 16"
O.C., 3 5/8" BATT INSULATION (R13),VAPOR BARRIER
AND 5/8" GYPSUM WALLBOARD.
WALL TYPES
r— -- —
L_RITE BID-
. r-
/
I
L_
NO"
MAIN LEVEL KEY PLAN
CSO
NOTE: REFER TO FINISH SCHEDULE FOR FIELD APPLIED VINYL
ARCHITECTS
OR PRE - FINISHED VINYL WALLBORD
INCORPORATED
W1
3 5/8" X 25 GAUGE METAL STUDS AT 16" O.G. WITH
PLANNERS
5/8L GYPSUM WALLBOARD EACH SIDE
O COPYRIGHT 1991
1
vVl A
362SJ20 METAL WITH
INDIANAPOLIS, INDIANA 46240
(317) 848 -7800
WALLBOARD (SEE STRUCT.)
SCOPE DRAWINGS
Ite C
W2
3 5/8" X 25 GAUGE METAL STUDS AT 16" O.C. WITH
5/8' GYPSUM WALLBOARD EACH SIDE
—
WiTH SOUND ATTENUATION BLANKETS
z
�o
o
W2A
3 5/8" X 25 GAUGE METAL STUDS AT 16" O.C. WITH
"X,
I�j m Y
5/8" GYPSUM WALLBOARD, TYPE EACH SIDE
m
�z CC
ONE HOUR FIRE RATING
c� o
W2B
STUDS WITH
362Sj20 LOAD AT 16 11 O.C.
5/8- GYPSUM EACH (SEE STR CT.)
WITH SOUND ATTENUATION BLANKETS
Z. OD
W3
3 8" X 25 GAUGE METAL STUDS AT 16" O.C. WITH
5 � GYPSUM WALLBOARD ONE SIDE
/85
W4
3 518" X 25 GAUGE METAL. STUDS AT 16" O.C. WITH
00
�
5/8 GYPSUM WALLBOARD ONE SIDE
WITH SOUND ATTENUATION BLANKETS
W5
2 -1/2" X 25 GAUGE C/H METAL STUD AT 16" O.C. WITH
"X'
Z
w Q
tY
1" TYPE GYPSUM WALLBOARD LINER PANEL
F
ON SHAFT SIDE, (1) LAYER 5/8" TYPE "X"
GYPSUM WALLBOARD ON FINISH SIDE
V J
ONE HOUR FIRE RATING
W5A
2 -1/2" X 25 GAUGE C/H METAL STUD AT 16" O.C. WITH
1" TYPE. "X' GYPSUM WALLBOARD LINER PANEL
ON SHAFT SIDE, (1) LAYER 5/8" TYPE "X'
Q U
GYPSUM WALLBOARD ON FINISH SIDE WITH SOUND
ATTENUATION BLANKETS, ONE HOUR FIRE RATING
W6
2 -1/2" X 25 GAUGE METAL STUD AT 16" O.C. WITH
5/8" GYPSUM WALLBOARD ONE SIDE
W7
2 -1 /2" X 25 GAUGE METAL STUD AT 16" O.C. WITH
LLI
?" TYPE "X' GYPSUM WALLBOARD LINER PANEL
• ? ? .I - '
ON ELEVATOR SHAFT SIDE, (2) LAYERS 5/9'
Q
U
TYPE "X" GYPSUM WALLBOARD ON CORRIDOR SIDE,
WITH SOUND ATTENUATION BLANKETS
TWO HOUR FIRE RATING
z
W8
W8
Q
U
STAGGERED IN A56' TRACK (STAGGERED STUDS ® 8" O.C.)
WITH 5/8" TYPE "X" GYPSUM WALLBOARD EACH SIDE
Li
LL
WITH SOUND ATTENUATION BLANKETS,
W8A
362SJ20 LOAD BEARING METAL STUDS AT 16" O.C. AND
�
LJ
3 518" X 25 GUAGE METAL STUD AT 16" O.C.
STAGGERED IN A 6" TRACK (STAGGERED STUDS ® 8" O.C.)
'
WITH 5/8" GYPSUM WALLBOARD EACH SIDE WITH SOUND
ATTENUATION BLANKETS
W9
Er X 14 GAUGE CSE METAL STUDS AT 12" O.C.
(i = MIN.10) WITH 5/8" GYPSUM WALLBOARD ONE SIDE
Z
W1 0
8" X MIN G5) GWITH$ 5 /8" GY PS SWALLBOARD ONE SIDE
F.
G
W11
POURED CONCRETE WALL (SEE STRUCT. DWGS.)
000.
ro , ro
ro
W12
5/8" GYPSUM WALLBOARD ON 2 1/Z X 25 GUAGE
00034128
'�. 4 STATE OF Z
/kOIANP."G'�
METAL STUD AT 16" O.C. ON POURED CONCRETE
'
SH EET �l 0
WALL
' ro
FILE NO
W13
T X 18 GAUGE METAL STUDS AT 16" O.C.
WITH 518" GYPSUM WALLBOARD ONE SIDE
r— -- —
L_RITE BID-
. r-
/
I
L_
NO"
MAIN LEVEL KEY PLAN
CSO
ARCHITECTS
INCORPORATED
ARCHITECTS
PLANNERS
INTERIOR DESIGNERS
O COPYRIGHT 1991
9100 KEYSTONE CROSSING
INDIANAPOLIS, INDIANA 46240
(317) 848 -7800
SCOPE DRAWINGS
Ite C
z
�o
o
QJ
I�j m Y
�°
m
�z CC
c� o
Lv
00 Y W
Z. OD
f a
�v
00
�
u
- Y
W Q
Z
w Q
tY
F
V J
LLJ
Q U
QW
Q
L0
LLI
lr
Q
U
z
Q
U
�
n
1__L
Li
LL
�
�
LJ
LJ z
Q
Z
z c�
G
000.
No"
00034128
'�. 4 STATE OF Z
/kOIANP."G'�
Hl
CERTIFIED BY
SH EET �l 0
A203
OF SHEETS
FILE NO
92217