HomeMy WebLinkAbout0815.93.21UNIT "B" UNIT "C"
I \c1
I;
24LN09
OR W5x16
2OLHO9
� I
T /BM. ®
1 ROW
OF HORIZ.
BRIDGING \
C_ 15 ,
L 22 2 x 4 BRACE
L 4x4 wlo
C9 C r
,
/- 2 ROWS
OF HORIZ
7� SECTIO N (9'� BRIDGING „ CD
e
E.0.5. SCALE: 1 " =1' -0" 5 6
J I _ n" nI T C.
W5 `
WF RFAM
4 - 4" DIA. A325 BOLTS
CONT,
T5 12xl2x 6
- 13 "xlO "x S" PLATE
- W12x53
SECTION.
SCALE:
ADD 4' -0" WIDE CONT.
MAT OF W4x4 x W4.OxW4.0
2" HIGH CONT.
SLAB BOLSTER
* - INDICATES JOIST HAS 5" SEAT AT BOTH ENDS. NORTH
FIN. FL. ELEV. = *(20' -0 ")
TOP STEEL = -00 ") U.N.O.
NOTE: INTENT 15 FOR CONT.
BRICK RELIEF L
F -2" BELOW F.L.
PROVIDE JOINTS
BRICK C.J.
CC,
;CD'
W24 OR W12
* NOTE: HANGER WALL 15 SUPPORTED
A T ONLY ONE END OF W12.
NOTE: VERIFY ALL DETAILS
WITH OPERABLE
WALL SUPPLIER
PRIOR TO
CONSTRUCTION
L 2 2x2 2x 4 (M.1.> HANGER
WELDED TO J015T r L 3x3x + ® 2' -0"
UPPER CHORD AND rr O.C. (M.I.) WELD TO
FLANGE OF W5)(16 rr CHANNEL AND BEAM FLANGE
(ALTERNATE L's ® r k.
OPP. DIRECTION ® ` MC8 x 8.5 CONT (M.I.)
HANGERS CLOSET
TO JOISTS.)
PUNCH AS REQ'D e
FOR DOOR SUPPORTS CEILING LINE
1_
TYR FOLDING
PARTITION SUPPORT 4
NO SCALE
BP6 - 10")(10"x7` " BASE PLATE
BP7 - 12 "xl2 "x18" BASE PLATE
BP8 - 14 "xl4 "x1 s" BASE PLATE
(C15 ,
i
FIN_FLR. \ Lx I6 CONT.
— — — (LLH)
i
CONT. L 4x4x 16
4 (GALV.)
'424x55 - IL 6" x 12" VERT. SLOT IN C9
W/ (2) - '-4 " FOR 4" 01A. BOLT. ADJUST
COVER ff.'s TO ELEV. AND FIELD WELD
wT 4x6.5 @ A
t 55
W6)(12 CONNECTION `
LOCATIONS
l ,
4
4 " DIA. PLUG
WELD ® 6" C9xl5 x 6" LG.
O.C. ® 4' -0" O.C.
SECTION 1
SCALE: 1 " =1' -0" S 6
'41Ox12
B!
P6 - W8x31 OR W8x35
BP7 - WBX40, W808, OR WBx50
BP8 - W10x49 OR W12x53
! N
s s
� N
Q 0-"
l 12 ., 1
BP7 l 9„ 1 2 ,.
I
BP® 11 I 12"
12" 1
U
4" SETTING t
CID
I
CG
�.
I
4„
4 - +" DIA. A307
ANCHOR BOLTS
DETAIL
SCALE: 1 " =1' -O" 56
BASE PLATE SCHEDULE AT AREA "C"
COLUMN SECTION
BASE PLATE
DETAIL
REINF.
W15x24 & W8x28
BP3 - 10 "x8 "x 4
PLANNERS
W8x31 & W8x35
5P6 - 10 "x10 "x 0 "
"5/56"
W800, W8x48, WBx56
13P7 - 12 "x12 "xl 8"
I "5/56"
W10x49, W12x53
BP8 - 14 "x14 "xl8"
"5/56"
* SEE SHEET "512" FOR BRACE COLUMN BASE DETAILS
C11
i
\� j
T /BEAM
W21x44
OR
W16x31
NOTE: VERIFY ALL DETAILS
CS0
WITH OPERABLE
INCORPORATED
ARCHITECTS
PLANNERS
WALL 5UPPLIER
O COPYRIGHT 1991
9100 KEYSTONE CROSSING
INDIANAPOLIS, INDIANA 46240
PRIOR TO
SCOPE DRAWINGS
"use dr ,qs indicate the genera .cove or
e * - t of crchite.,, de.�gr
c•_,
_ G•, . -! d'+nern�,_ of the ,:Main G,
reap• arch it ect�ra'i e' —ents, a d the t,pe ea.
sburva,mecd rra and a ai sys�e
CONSTRUCTION
Cort o } the b o t'e q ner 'cove
'ndi of a OeeC b d e' c t. Ct-
sha. Tsn c rterrs o the drover
e.lf.. J and COm D�etiO^ of [ne w� K.
vi
z
O
rr L 3x34 ®
2' -0"
L 2 2x2 2x 4 (M.I.)
rr O.C. (M.[.) WELD TO
WELDED TO ADJ. J01 5T UPPER
r CHANNELS
AND BEAM FLANGES
CHORD ®6' -0" O.C.
MC8 x 0.5 CONT
(M•I•)
(ALTERNATE L'5 ® ,,
w Y
Q
p r'
OPP. DIRECTION)
_
U
W W
IZ
PUNCH A5 REQ'D
4c
FOR 0002 SUPPORT'�'� n CEILING LINE
t<-7 C
p
W
Z
TYP. FOLDING
CD
PARTITION SUPPORT
6
NO SCALE
!
5 6
W24x55 W/
2 4" COV
Q 's
r
C15;
I
I
4" BENT t
CONT.
--- - - - - --
WT 4x6.5
® CONNECTION
LOCATIONS
BALANCE OF SECTION
LIKE SECTION "1/56 ".
W24x55 W/
2 - 4" COVER t 's
L 2 2x2 2x 4 ® 1/3 PTS.
OF '410x12 FIELD WELD TO
COVER PLATE & W10x12
SECTION 2
SCALE: 1 " =1' -0" ��S J6
L 4x4x B x 7" LG. W/ s "xl 2" VERT.
SLOTS W/ 2 - 14" DIA. A325 BOLTS
REACTION = 20.7 K
4 - 4" DIA. A325 BOLTS (TAC( WELD BOLT
HEADS TO W24)
FM 4
W1Ox33 4 - 4^ DIA. A325 BOLTS
L 4x6x e x 7" LG.
(LLV)
* USE 51MILAR CONNECTION TO FLANGE OF W8x31
AT CE -C15
SECTION 3
SCALE: 1 " =i' -0"
r- EYPLAN 0
NORTH
CS0
ARCHITECTS
INCORPORATED
ARCHITECTS
PLANNERS
INTERIOR DESIGNERS
O COPYRIGHT 1991
9100 KEYSTONE CROSSING
INDIANAPOLIS, INDIANA 46240
(317) 848 -7800
SCOPE DRAWINGS
"use dr ,qs indicate the genera .cove or
e * - t of crchite.,, de.�gr
c•_,
_ G•, . -! d'+nern�,_ of the ,:Main G,
reap• arch it ect�ra'i e' —ents, a d the t,pe ea.
sburva,mecd rra and a ai sys�e
Ted qs do o t cessa c,iliy y ' c -c to o•
t. rk ea 1 r � f ce
a:a _It f the c'�e t t me
Cort o } the b o t'e q ner 'cove
'ndi of a OeeC b d e' c t. Ct-
sha. Tsn c rterrs o the drover
e.lf.. J and COm D�etiO^ of [ne w� K.
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10943
STATE OF .
NP
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CERTIFIED BY
SHEET NO
S6
OF SHEETS
FILE NO
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