HomeMy WebLinkAboutS2.06N
4
1 �� i ! 8:
CN
X
C-4
lj
A
--j
Ll
X
op
all
Ii LL
C14
Lo
X
(64
M "t
0
CL r4)
0)
O.P.C. 4 ATRIUM FRAMING PLAN NOTES- i C'14 V_
1. SEE 55,01 FOR STRUCTURAL NOTES 4 DESIGN DATA. 00 00
2. ALL CONTRACTORS ARE REQUIRED TO
COORDINATE THEIR WORK WITH ALL DISCIPLINES
TO AVOID CONFLICTS. THE MECHANICAL,
— ---- -- ELECTRICAL, AND PLUMBING ASPECTS ARE NOT • • • •
IN THE SCOPE OF THESE DRAWINGS. THEREFORE,
ALL REQUIRED MATERIALS AND WORK MAY NOT
BE INDICATED. 4�
C)
3. ALL ELEVATIONS ARE REFERENCED FROM THE
FIRST FLOOR F.F. ELEVATION +01-0g.
C)
4. TOP OF STEEL (T/8) IN THE O.P.C. AND ATRIUM
(z M 0
SHALL BE W BELOW T/SL-Ae, UlLO_
5. PLAN LEGEND:
F.F. DENOTES FINISH FLOOR
T/'X' DENOTES TOP OF STEEL, WALL, PIER ETC-
S.E. DENOTES SLAB EDGE MEAS. FROM BEAM It.
DENOTES ARC-W. WALL LINE
NUMBER OF 3/4' D(4, X 41/2'
STEEL BEAM SIZE-
SHE
EAR CONNECTORS UNIFORMLY
1 SPACED ALONG FULL LENGTH
OF BEAM
3b (18)
R020.0K
R DENOTES BEAM REACTION, IN KIPS TO BE USED FOR
DESIGN OF SHEAR CONNECTION BY STEEL FABRICATOR
NOTE: THE ENGINEER RETAINS THE RIGHT TO REQUEST
ADDITIONAL BOLTS DURING 5140P DRAWING REVIEW.
5410 I °v14010
DENOTES TYPE 2, SEMI-RIGID MOMENT CONNECTIONS.
SEE TYPICAL DETAILS ON 84D5.
'i N I Ru3ro2K t
g
14 SZ. 10 S.C. 14 sue.
L 6401 r
-4-
7[ IL
BX40(8-6-ro- ) I I 1 1 ; LUlax40W-6-ro-W
R= 5 0K '0044 10 1*
Rc 283K
C14
x
LUl6X4ro(b__&_ro_8)_
�tc'4 LU12X'l 0)
it)
C4
X x X 4X V20) x
LU14X 2 (11 (o uji
's ly co
MECk 6 4AFT R =1 JOKI
3
cli
5401
IFRI 1.2K
I W113X50( -10-10-12,1 jLJJl&X4&W-ro:-r&o-
cd
WI&k50
t
BX46(8-6 -(, i 5) To-64— R = 4.4<
R 3 2 _BK j
ca
_13/4"( 2'- 1/4
ca
11/2' ISOLATION JOINT
4
>
W!6' --o( w SE
*13K <
xpooa) I IV
.Lulto
, - I 1 1, 1— R=
AA IQ��Zoflllt7 -T
— — — — — — — — — — — 40 4-
R-42.OK
Lj! _0_X_3_ 6_0 Z -0 - 1-4 T
' -6'
_121-21
2
_4
X „ „X
Q
LilaX3508)
R= 2'. 15K
R= 26.8K R=262K R=262K
8X40(14 -,0 14) 8X40114 -10 14) &X4004-10 !4)
L t
2 EQ. SPACES
2!5'-0' 25'-0'
25 -0 A - ----- --- 25 0
- ------
3 EQ. SPACES 3 Ea SPACES 3 EQ- SPACES 3 Ea. 5!=14CES 3 r=a. voAcas
rii 04 Sfo)
22' 011
40-
4 EQ. SPACES
L
54
S
3410
X
opc
22",0'
4 4 EQ. SPACES
O.P.C. THIRD FLOOR FRAMING PLAN
-0m
>
z
>Q
Z
�Uzz
w
co
T_
Ll-j ee%
13L
0
-r-
00
0
_j
<
C-4 JOL
r) <
z z
�m�?
D
— — — — — — — — — —
-
3X40(14 -10
14)
Ll
18;C40114-10
14)
LL
l8X40(14-10
14)
R =26-SK
I R ra 2 ro,8K,
R=26ZK
LulaX3508)
R=2LEK
X
Ctl
AT
114
N46
M "t
0
CL r4)
0)
O.P.C. 4 ATRIUM FRAMING PLAN NOTES- i C'14 V_
1. SEE 55,01 FOR STRUCTURAL NOTES 4 DESIGN DATA. 00 00
2. ALL CONTRACTORS ARE REQUIRED TO
COORDINATE THEIR WORK WITH ALL DISCIPLINES
TO AVOID CONFLICTS. THE MECHANICAL,
— ---- -- ELECTRICAL, AND PLUMBING ASPECTS ARE NOT • • • •
IN THE SCOPE OF THESE DRAWINGS. THEREFORE,
ALL REQUIRED MATERIALS AND WORK MAY NOT
BE INDICATED. 4�
C)
3. ALL ELEVATIONS ARE REFERENCED FROM THE
FIRST FLOOR F.F. ELEVATION +01-0g.
C)
4. TOP OF STEEL (T/8) IN THE O.P.C. AND ATRIUM
(z M 0
SHALL BE W BELOW T/SL-Ae, UlLO_
5. PLAN LEGEND:
F.F. DENOTES FINISH FLOOR
T/'X' DENOTES TOP OF STEEL, WALL, PIER ETC-
S.E. DENOTES SLAB EDGE MEAS. FROM BEAM It.
DENOTES ARC-W. WALL LINE
NUMBER OF 3/4' D(4, X 41/2'
STEEL BEAM SIZE-
SHE
EAR CONNECTORS UNIFORMLY
1 SPACED ALONG FULL LENGTH
OF BEAM
3b (18)
R020.0K
R DENOTES BEAM REACTION, IN KIPS TO BE USED FOR
DESIGN OF SHEAR CONNECTION BY STEEL FABRICATOR
NOTE: THE ENGINEER RETAINS THE RIGHT TO REQUEST
ADDITIONAL BOLTS DURING 5140P DRAWING REVIEW.
5410 I °v14010
DENOTES TYPE 2, SEMI-RIGID MOMENT CONNECTIONS.
SEE TYPICAL DETAILS ON 84D5.
'i N I Ru3ro2K t
g
14 SZ. 10 S.C. 14 sue.
L 6401 r
-4-
7[ IL
BX40(8-6-ro- ) I I 1 1 ; LUlax40W-6-ro-W
R= 5 0K '0044 10 1*
Rc 283K
C14
x
LUl6X4ro(b__&_ro_8)_
�tc'4 LU12X'l 0)
it)
C4
X x X 4X V20) x
LU14X 2 (11 (o uji
's ly co
MECk 6 4AFT R =1 JOKI
3
cli
5401
IFRI 1.2K
I W113X50( -10-10-12,1 jLJJl&X4&W-ro:-r&o-
cd
WI&k50
t
BX46(8-6 -(, i 5) To-64— R = 4.4<
R 3 2 _BK j
ca
_13/4"( 2'- 1/4
ca
11/2' ISOLATION JOINT
4
>
W!6' --o( w SE
*13K <
xpooa) I IV
.Lulto
, - I 1 1, 1— R=
AA IQ��Zoflllt7 -T
— — — — — — — — — — — 40 4-
R-42.OK
Lj! _0_X_3_ 6_0 Z -0 - 1-4 T
' -6'
_121-21
2
_4
X „ „X
Q
LilaX3508)
R= 2'. 15K
R= 26.8K R=262K R=262K
8X40(14 -,0 14) 8X40114 -10 14) &X4004-10 !4)
L t
2 EQ. SPACES
2!5'-0' 25'-0'
25 -0 A - ----- --- 25 0
- ------
3 EQ. SPACES 3 Ea SPACES 3 EQ- SPACES 3 Ea. 5!=14CES 3 r=a. voAcas
rii 04 Sfo)
22' 011
40-
4 EQ. SPACES
L
54
S
3410
X
opc
22",0'
4 4 EQ. SPACES
O.P.C. THIRD FLOOR FRAMING PLAN
-0m
>
z
>Q
Z
�Uzz
w
co
U_
Ll-j ee%
13L
0
-r-
00
0
_j
<
C-4 JOL
r) <
z z
�m�?
D
ATRIUM
li
MOB
KEY PLAN-
77
0
ct
C\2 C.0
cn co
Cn
m CIO e6
O CZ CD
UD M
THIRD FLOOF
FRAMING-M
S2.OE