HomeMy WebLinkAbout0444.97.8yI LLA&E_- CENTER, X GpMMUN1 TY_ CENTER
II//��
- - MATCH
LINE
Ex15T!N& BAF ' JOIST
I ;
;
NEW G8 X Ii x
Hr EA, TOI *,T c.ONNE(,TION
�Ei 3 i^I14 X l,r,
T`I'E' I GAL" JOIST
S
5EAR I tab ::)r-TA I L.
C��ALF; I"'
11)(
101
X'
W
(FIELD 'v'E.RJFY)
,J
X
it i i f�32 ,
_Z x
v
1
L'
I � i A i
v:
r
fy I.
BF3 �• r I
AN
�f r � I h
r
V ESA i
-3# 4' -5 "t� 4'• -`
�d
x 5' -0" - -, 2
135 34
H1G14 BEAM:
i^Ubx2b
T. /STEEL- 113' -6 I /E3" J
LOW BEAM:
W1bx2b W/ 1/4 "x11 1/2" FE
BOTJ PLATE q' -1 3/5"
EXI5TIN6 MASONRY WALL
NEY'i MASONRY WALL
- BEAM BEARING PLATE
1 II' X I' -0" X 314"
Ir2" %5 1/_2" ! VELD TO BEAM
112" I' -O" 112"
cr OF BEAM
SEAM 5R11P&I &
PLATE PETAL
L
C5GAL_E: I" = I' -0"
EXISTING? MASONRY WALL —
' -b
4O
1 _
Q
5EAM $RII7& N6
PLATS PETA I L
(D SCALE: I' = I' -O„
Cl . OF EX 15Ti N6 4
MASONRY WALL r4
N
n ry 2
AN%LE5 3 "x3 "xl 14" FOR BEAM BRACING.
WE-1__D TO TOP G►<ORD OF EX15T• AND NEW �{ E321
`STEEL J015T5. SEE DETAIL q/52.1 IX
}
j_%LE b "xb "x5 /I6" GONT. 5EE DETAIL T/'S2.1
ANGLE5 3 "x3 "x1/4" TO 5LFPORT GONT. b "xb" ANGLE.
P*LD TO 2 112 "x2 112" ANGLE-5.
4' -2" ,
�
W24xbb TJ STEEL 1113' -3" y
(VERIFY IN FIELD)
J015T BEARING - 1113' -3"
' J I I::CL- 11�7 —P i /C7
LOO BEAM!
WIPbx35 W/ 1 /4 "xll 1/2" IE
E30TJ PLATE 4' -I 315"
1 ./7 1 zzl_L 117 Z —
LOW BEAM:
Wlbx2b W/ 1 /4'x12' ft
BOTJ PLATE q' -I 3 /5"
GOLUNIP45 AND E3E!AM5
1 TO REMAIN
CANTILEVER
AN6LE5 3 "x3"x'! 14" TO `SUPPORT
GONT 6 "xb" ANGLE:. WEi. D TO EACH
I_
AREA
AREA "A"
THEATER BLDG.
KEY PLAN
NOT TO SCALE
7
30 2G
I
HIGH BEAK
ANCHOR BOLT
Wlbx2b
Z.
T./'5TEEL 113' -b'
10" x 0' -10" x 3/4"
LOW BEAM:
NE►N MASON IRT- WALL
+116x26 W/ 1/4'x12'
fE -
OT./ PLATE W -1 3/8'
4,
[E7341
G3
TO AS TM A500, 13".
5.
PRc.7V!DE HORtZONTAL BRID611 6_7 IN #4C,0RDANCE
13" x I' -I" x 1/4"
WITH 5_!! )PECIFICATIONS.
b.
pESiCyN LOAD..
4 - 3/4" Gfl
LIVE LOAD: 30 1 Sr
DEAD LOAD: 25 PSF
W!ND LOAD: 15 P5F
�
(!-fc�ZIZJNTALJ
C CAP BEAM --'`
WIND LOAD: 32 P5F
N
SEAM BEARING PLATE
x
' -0"
*
y1
L1" X. 1' -0" X 3/4:,
WELD TO BEAM
Q
5EAM $RII7& N6
PLATS PETA I L
(D SCALE: I' = I' -O„
Cl . OF EX 15Ti N6 4
MASONRY WALL r4
N
n ry 2
AN%LE5 3 "x3 "xl 14" FOR BEAM BRACING.
WE-1__D TO TOP G►<ORD OF EX15T• AND NEW �{ E321
`STEEL J015T5. SEE DETAIL q/52.1 IX
}
j_%LE b "xb "x5 /I6" GONT. 5EE DETAIL T/'S2.1
ANGLE5 3 "x3 "x1/4" TO 5LFPORT GONT. b "xb" ANGLE.
P*LD TO 2 112 "x2 112" ANGLE-5.
4' -2" ,
�
W24xbb TJ STEEL 1113' -3" y
(VERIFY IN FIELD)
J015T BEARING - 1113' -3"
' J I I::CL- 11�7 —P i /C7
LOO BEAM!
WIPbx35 W/ 1 /4 "xll 1/2" IE
E30TJ PLATE 4' -I 315"
1 ./7 1 zzl_L 117 Z —
LOW BEAM:
Wlbx2b W/ 1 /4'x12' ft
BOTJ PLATE q' -I 3 /5"
GOLUNIP45 AND E3E!AM5
1 TO REMAIN
CANTILEVER
AN6LE5 3 "x3"x'! 14" TO `SUPPORT
GONT 6 "xb" ANGLE:. WEi. D TO EACH
I_
AREA
AREA "A"
THEATER BLDG.
KEY PLAN
NOT TO SCALE
7
30 2G
I
HIGH BEAK
ANCHOR BOLT
Wlbx2b
Z.
T./'5TEEL 113' -b'
10" x 0' -10" x 3/4"
LOW BEAM:
_
+116x26 W/ 1/4'x12'
fE -
OT./ PLATE W -1 3/8'
4,
ALL. STEEL rUF3E C.OI__Uh1NS 5HALL CONFORM TO
G3
TO AS TM A500, 13".
5.
f ,F
3' .0"
CANTILEVER
�- EXIST, STEEL_ J015T5
I
REPLACE FIRE DAMAU =I� METAL R=O EGK
(VERIFY 9<i&T -5 IN FIEL i COORDINA m
i - WITH ARGtfITEGT
1 f i t
I \ ! I I {
I P X`
w
�
r'4
i Q I I
I I I (
3 I
4 ROWS NEW STEEL BRIDGING
W16x2b W/ 1/4 "xl2" f
BOT./ PLATE W -1 3/8"
j G! T
m
J ,
EXISTING 5TEEL TUBE
GOLUMN5 TO REMAIN
1
ANGLES 3 "x3'xl /4" TO SUPPORT
GOVT. 6"x6" ANGLE. WELD TO EACH
EXIST. OR NEW STEEL
/_.11
J015T OR BEAM
5PACE O MAX. 6-0" O.C. W fFRE
PARALLEL TO SUPPORTIN& MEMBER.
5EE DETAIL 7 /52.1
EXISTING BEAM �.� Q I
ANGLE b "xb "x5 /I6' CON T. I z
5EE DETAIL "1/52.! 41
X O
' ANGLES "x 'xI /4' !
3 3 FOR BEAM BRAG tNC-�
5EE DETAIL q/52.1 AND SEGTION I/A4.2
ANGLE b "xb "x5 /Ib" CONT. -
Ex15TING STEEL .10151 / 5EE DETAIL 1/52.1
9-J i
►uCL'�S)
1
GENERAL NOTES
I
ALL P_f MEN510NS 5H0rIN F�RTAINING TO EXISTING
ANCHOR BOLT
C- ONL'ITIONS SHALL BE VE=RIFIED IN THE FIELD,
Z.
IN THE CASE OF AN-i' P66FZEPENGIE5 BETY�EEN THE
10" x 0' -10" x 3/4"
DRAWING AND THE EXI5TIN6 CONDITIONS, THE
10" x O' -IO" x 1 /4"
ARCHITEG -1 5HAL.L BE NOTIFIED IMMEDIATELY.
3.
ALL BEA"- SHALL GCNFORM 1"0 A5TM A:5 .
4,
ALL. STEEL rUF3E C.OI__Uh1NS 5HALL CONFORM TO
G3
TO AS TM A500, 13".
5.
PRc.7V!DE HORtZONTAL BRID611 6_7 IN #4C,0RDANCE
13" x I' -I" x 1/4"
WITH 5_!! )PECIFICATIONS.
b.
pESiCyN LOAD..
4 - 3/4" Gfl
LIVE LOAD: 30 1 Sr
DEAD LOAD: 25 PSF
W!ND LOAD: 15 P5F
�
(!-fc�ZIZJNTALJ
WIND LOAD: 32 P5F
W16x2b W/ 1/4 "xl2" f
BOT./ PLATE W -1 3/8"
j G! T
m
J ,
EXISTING 5TEEL TUBE
GOLUMN5 TO REMAIN
1
ANGLES 3 "x3'xl /4" TO SUPPORT
GOVT. 6"x6" ANGLE. WELD TO EACH
EXIST. OR NEW STEEL
/_.11
J015T OR BEAM
5PACE O MAX. 6-0" O.C. W fFRE
PARALLEL TO SUPPORTIN& MEMBER.
5EE DETAIL 7 /52.1
EXISTING BEAM �.� Q I
ANGLE b "xb "x5 /I6' CON T. I z
5EE DETAIL "1/52.! 41
X O
' ANGLES "x 'xI /4' !
3 3 FOR BEAM BRAG tNC-�
5EE DETAIL q/52.1 AND SEGTION I/A4.2
ANGLE b "xb "x5 /Ib" CONT. -
Ex15TING STEEL .10151 / 5EE DETAIL 1/52.1
9-J i
►uCL'�S)
1
i
51ZE
BASE PLATE
ANCHOR BOLT
X 1
Q
GI
T5 4" x 4" x 1/4"
10" x 0' -10" x 3/4"
X \
10" x O' -IO" x 1 /4"
GI
T5 6" X 6" X 3/16"
12" X 1'--0" X 3/4"
4 - 3/4" 4P
12' x I'--O' x 1/4"
G3
s \
13" X I' -I" X 3/I6"
tV �
_x tT
13" x I' -I" x 1/4"
Cr4
T5 4" x 4" x3/5"
X~
4 - 3/4" Gfl
10- x 0' -10" x 1/4"
' GI
E.XISTIN6 STEEL TUBE GI _ � \ EXISTING STEEL TUBE ='`" - Ex15TING STEEL TU6E � 4
C<?LUMN5 AND BEAM5 COLUMNS AND BEAMS ! COLUMNS AND BEAM5
TO REMAIN TO REMAIN' TO REMAIN
201-6" 20'-b" 20' -b" ' 6 14'-$ 112" 20'-v tit" 14' -ICS 112" Wlbx2b
.3
2-7 26 24 25 23 22 21 20 Iq
THEATER B PLAN
SCALE: 1/e , 1 -0
EN'''' %,�, I
�IQL ,� n
Q AR19400124
STATE OF
{ '-
i
f LEWH- ARCHITECTS "'
r I
7785 East 126th St Fishers, IN 46038
tel 317 8421931 fax 317 842 7994
!
COLUMN SCHEDULE
MARK
51ZE
BASE PLATE
ANCHOR BOLT
LEVELING PLATE
GI
T5 4" x 4" x 1/4"
10" x 0' -10" x 3/4"
4 - 3/4" m
10" x O' -IO" x 1 /4"
G2
T5 6" X 6" X 3/16"
12" X 1'--0" X 3/4"
4 - 3/4" 4P
12' x I'--O' x 1/4"
G3
T5 I- X -7- X 3/16"
13" X I' -I" X 3/I6"
4 - 3/4" m
13" x I' -I" x 1/4"
Cr4
T5 4" x 4" x3/5"
10" x 0' -10" x 3/4"
4 - 3/4" Gfl
10- x 0' -10" x 1/4"
DRAWING REVIEW ISSUE REVISIONS
SURDM AGENCY SUBMITTAL,
i
- --
t COwTipmTIOMI aunssuE =Fu nnrw T`f
46Wft 0200 09,56
PLOT ScAu DRAWN W.
LEGEND
# EXISTING GOLUMN LINE
# NEW COLUMN LINE:
Merchants Square
Community Center
CARNEL, MAMA
dc�ciopcd ay
Zinder Company
FRAAW,
THEATS
i
c
i
Oc
PlglCT MID.
i