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OP.C. 4 ATRIUM FRAMING PLAN NOTES-
LEDGE
L SEE $501 FOR STRUCTURAL NOTES 4 DESIGN DATA
__--T/C0NC. WALL al f
2. ALL CONTRACTORS A RECURED TO
COORDINATE THEIR UCW WITH ALL DISCIPLINES
TO AVOID CONFLICTS. THE MECHANICAL,
ELECTRICAL, AND PLUMBNG ASPECTS AM NOT
OE IN THE SCOPE OF THESE DRAWINGS. THEREFORE,
ALL MOWNED MATERIALS AND WOW MAY NOT
I
BE INDICATED.
3. ALL ELEVATIONS ARE REFERENCED FROM THE
FIRST FLOOR FF. ELEVATION 40'-0%.
E
4. TOP Or STEEL (T/S) IN THE O.P.C. AND ATRIUM
SHALL BE W BELOW T/SLAB, U.N.0-
v 3 5. PLAN LEGEND-
FF. DENOTES FINISH FLOOR
T/')<' DENOTES TOP OF STEEL, WALL, PIER ETC-
SFE. DENOTES SLAB EDGE MEAS. FROM SEAM 4t,
DENOTES ARCH. WALL LINE
(P I
3
"0/
NUMBER OF 3/4' DIA X 412'
+,I __ I STEEL BEAM SIZE7
L
SHEAR CO RS
OFSPACED ALONG FULL LENGTH
IWAM
R-20.0K
LUAAI�_/( 16 LUZ> 35(la) X X
_.
6.6f
1 4 Aw -4 cz
t *14foK R =1 BAOK ELF
X
LU14 2(8
ul
8X50(114-10 14) jIax40('4-lOt!4) V, 4. ,
Ul8X50(14-10 14) R=362K R=�9.2< UZX46(8-ro-ro-
R=362K R 32.5<
c1l
R 215K R=143K,
T/C.ONC, WALL -0' -6
4 C CRETE 5L A5 W/
&Xro-W.IXILU2.11 LU.W.F4 OVER
T/5RICK LEDGE
11/2",18 A. PTD. GO POSTE
METAL FLO;IR DECK (TV71AL V=(W) LIMIT OF HOUR
5FIR4y F PROOF
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'100/ COLT MNIS I
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`-T /GONG. WALL
9 3
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3 5 1 ZE 4 LOCA-1`10N
TO BE
x x
M
4' CONCRETE SLAB LU/ NOTE: PROVIDE RECE55ED
6X6-LUI.4XLU1.4 LUILI.F. OVER
SLAB IN T+415 BAY FOR FUTURE
6' MIN. GRANULAR FILL 4 DAYLIGHT ;=ROGESSOR. COORD.
6 -MIL VAPOR BARRIER
SIZE 4 DEPTH W1 VENDOR 7/SLA5 +0'-0'
4
L
G.J.
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NOTE: PROVIDE RECESSED
SLAB IN T�iS BAY FOR FUTURE TYPICAL SLAB CONTROL
N',
JOINT LAYOUT U.N.O.
DEPTH W/ VENDOR
COLUMN ISOLATION
JOINT SEE E)TL. ON 64-02
N.
1
R DENOTES BEAM REACTION, IN KIPS TO 5E USED FOR
DESIGN OF 84-EAR CONNECTION 5Y STEEL FABRICATOR.
41
'TE
NO TE: THE ENGINEER RETAINS THE RIGHT TO REQUEST
'1/,T T%/ TIT
T �7__
A
CONCRETE 4' CON SLA�B" LU/
6X6-UJI.4XUJI4,4 Ullll -. OVER
ADDITIONAL MOLTS DURING SHOP DRAWMi REVIEW.
/J/
ro -IX GRANULAR FILL 4
DENOTES TYPE 2, SEMI -RIGID MOMENT CONNECTIONS.
SEE TYPICAL DETAILS ON 6405.
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64-11L VAP'54RRIER
T/51_AB
FOUNDATION WALL
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141' AFT
7
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14 &C. -1- 10 SL. Im 14
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4_4
, L-1-T
OP.C. 4 ATRIUM FRAMING PLAN NOTES-
LEDGE
L SEE $501 FOR STRUCTURAL NOTES 4 DESIGN DATA
__--T/C0NC. WALL al f
2. ALL CONTRACTORS A RECURED TO
COORDINATE THEIR UCW WITH ALL DISCIPLINES
TO AVOID CONFLICTS. THE MECHANICAL,
ELECTRICAL, AND PLUMBNG ASPECTS AM NOT
OE IN THE SCOPE OF THESE DRAWINGS. THEREFORE,
ALL MOWNED MATERIALS AND WOW MAY NOT
I
BE INDICATED.
3. ALL ELEVATIONS ARE REFERENCED FROM THE
FIRST FLOOR FF. ELEVATION 40'-0%.
E
4. TOP Or STEEL (T/S) IN THE O.P.C. AND ATRIUM
SHALL BE W BELOW T/SLAB, U.N.0-
v 3 5. PLAN LEGEND-
FF. DENOTES FINISH FLOOR
T/')<' DENOTES TOP OF STEEL, WALL, PIER ETC-
SFE. DENOTES SLAB EDGE MEAS. FROM SEAM 4t,
DENOTES ARCH. WALL LINE
(P I
3
"0/
NUMBER OF 3/4' DIA X 412'
+,I __ I STEEL BEAM SIZE7
L
SHEAR CO RS
OFSPACED ALONG FULL LENGTH
IWAM
R-20.0K
LUAAI�_/( 16 LUZ> 35(la) X X
_.
6.6f
1 4 Aw -4 cz
t *14foK R =1 BAOK ELF
X
LU14 2(8
ul
8X50(114-10 14) jIax40('4-lOt!4) V, 4. ,
Ul8X50(14-10 14) R=362K R=�9.2< UZX46(8-ro-ro-
R=362K R 32.5<
c1l
R 215K R=143K,
T/C.ONC, WALL -0' -6
4 C CRETE 5L A5 W/
&Xro-W.IXILU2.11 LU.W.F4 OVER
T/5RICK LEDGE
11/2",18 A. PTD. GO POSTE
METAL FLO;IR DECK (TV71AL V=(W) LIMIT OF HOUR
5FIR4y F PROOF
/SLAB +0'- X (NO PAIN* ON E3EA
'100/ COLT MNIS I
U X4&o 8-6-6
ila
IEL J_--i
R=31fo<
7
N�
x
`-T /GONG. WALL
9 3
UNIDERSLA5 DUCT 7
3 5 1 ZE 4 LOCA-1`10N
TO BE
x x
M
4' CONCRETE SLAB LU/ NOTE: PROVIDE RECE55ED
6X6-LUI.4XLU1.4 LUILI.F. OVER
SLAB IN T+415 BAY FOR FUTURE
6' MIN. GRANULAR FILL 4 DAYLIGHT ;=ROGESSOR. COORD.
6 -MIL VAPOR BARRIER
SIZE 4 DEPTH W1 VENDOR 7/SLA5 +0'-0'
4
L
G.J.
N ---
LT�
Y
NOTE: PROVIDE RECESSED
SLAB IN T�iS BAY FOR FUTURE TYPICAL SLAB CONTROL
N',
JOINT LAYOUT U.N.O.
DEPTH W/ VENDOR
COLUMN ISOLATION
JOINT SEE E)TL. ON 64-02
N.
NOTE: 5L.145Ti41c<'iIE65
VARIES fRot-I'L41-1, -EASTWARD
SEE SECTION-5/10N 54.03
LIN
T --gill 8403
F.F. DENOTES FINISH FLOOR
TI-X' DENOTES TOP OF FOOTING, WALL, PIER, ETC_
C.J. DENOTES SLAB CONTROL JOINT
PI DENOTES CONCRETE PIER 4 TOP OF PIER
ELEVATION BELOW 40-0'.
/Al DENOTES RECESSED SLAM,
COORD. LIMITS LU,'ARCH. FLOOR
i PLAN 4 ROOM FN!SH SCHEDULES
1
R DENOTES BEAM REACTION, IN KIPS TO 5E USED FOR
DESIGN OF 84-EAR CONNECTION 5Y STEEL FABRICATOR.
41
'TE
NO TE: THE ENGINEER RETAINS THE RIGHT TO REQUEST
'1/,T T%/ TIT
T �7__
A
CONCRETE 4' CON SLA�B" LU/
6X6-UJI.4XUJI4,4 Ullll -. OVER
ADDITIONAL MOLTS DURING SHOP DRAWMi REVIEW.
/J/
ro -IX GRANULAR FILL 4
DENOTES TYPE 2, SEMI -RIGID MOMENT CONNECTIONS.
SEE TYPICAL DETAILS ON 6405.
V$%
(�)R,
64-11L VAP'54RRIER
T/51_AB
FOUNDATION WALL
141' AFT
(14
4 — R-36.2K t
I
- --rte -- DENOTES C.I.P. CONCRETE PIER
14 &C. -1- 10 SL. Im 14
--vrAS op—d --rJS sp—d wanN
OR FOUNDATION UliL_1
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T_
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-FOLINDATINON PLAN NOTES:
4. SEE 5401 FOR TYPICAL FOLIND-47ON SECTIONS 4
4
AND PIER DETAILS.
;7r
5 PLAN LEGEND:
NOTE: 5L.145Ti41c<'iIE65
VARIES fRot-I'L41-1, -EASTWARD
SEE SECTION-5/10N 54.03
LIN
T --gill 8403
F.F. DENOTES FINISH FLOOR
TI-X' DENOTES TOP OF FOOTING, WALL, PIER, ETC_
C.J. DENOTES SLAB CONTROL JOINT
PI DENOTES CONCRETE PIER 4 TOP OF PIER
ELEVATION BELOW 40-0'.
/Al DENOTES RECESSED SLAM,
COORD. LIMITS LU,'ARCH. FLOOR
i PLAN 4 ROOM FN!SH SCHEDULES
i i � � j
cm
\ ! KEY PLAN
x \X
22'10'
22`�-Ol
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SCALE
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