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R= 2sp.OK R= 20.0K
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METAL WALL fiI'ANEL m - 7- -T1 P. SL NOTEt I j h"YP. s AB NOTE I
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4 / - -- N ETAL WOF - -EK 0 I �o I T /8S LA +56'' -0' T /SLAB I I
5411 I�� —_
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�- 1-i , 22 GA WIDE ,R15
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Wl0X39 -H1CxN T/5+51' -8° W10X39 -NIG" T / +51' -8' / --
W10X39 -LOW T/8+45' -4' ! ,- � ! % , , - � -_ - -_ I W2�X84 it /S+(o�' -4°
W10X39 -LOW T /8+45 4 - _ -- - f
WiOX33 -HIGH T/5+511- ! /�'< I w 4 �. �; - ___, 4 w I !
WIOX33 -LOW T/5+4�' -4' I �,! �' L
W1�OX50(8- 6 _1ro -8) I ! Wl6Xp0(8- 6 -6 -8)
R =280K \s) I ! V m `r \ SKYl- IGzHT m I �9 R = 280K
ALL T66X6 STUBS a
5411 -} , 1" Lu
TO BE TS(o)<(o 8 i l `= _Q
! K.E3. DENOTES
<N EE /� � �, /� � 8411 � � ��,. Iq I �Xp S41i
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W16X5008 -6 - -8) - - - -1 I 3 3 /' ! 3 r -- - Wlo >t50(8- 6 -6 -8)
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R =.8.OK NOTE: O" -i NOTE: 0' R =2 8j0
W10X39 -HIGH T /5+51' -8' ! WIOX39 -HIGH T/5+51' -8'
�- - - -` -1 WIX84 tlS+65' -4,
W10X39 -LOW T/8+45' -4' WOX39 -LOW T/8+45` -4' r -- - - - --
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4 W10X33 -HIGH T /5+B & -8` I ! S's6 g off, tv,', L WIDE R15
WlOX33 -LOW T /S+4' ' - 4' I , v I L, METAL iEGK �6 ! 8401
8411 TYP. S- NOTi g { I T l YP. S AB NOTE
i I ! T1 6' -0' (fl t0 - I -- - - - - -- W12 T/B'S 151-01-E '-&' O.C.
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1/3 POINTS ly `01 - -` -� ' SJ�6 -}- ! �'� W16X36 t /S+6i' -(o' +10 ! ^ +(p; 3411 ! \9
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W16X40(lB -6 6 -8) Wi6X40 8- 6 -6 -8)
R = 2sp.0K R = 2ODK !
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rt 5401
TYPICAL $LA5 ' _1�OTE_
I I I I 411/2' CONGI�ETE SLA5 W/ ' !
1 (oX6- W2.1XW0.1 WWr-. OVER
{ 11i2', 18 GSA. PTD. COMPOSITE
METAL FLOOR DpCK (TOTAL 't' =6') --
T /SLAIN +56' -0' �- - A_
_T_
74-
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22'-'0' -- - - - -- - 281 -0' 2'1 -0'
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4 Q. S. ACES 4 EQ. gPACES _!
25' -0'
O.P.C. UPPER ROOF FRAMING PLAN
BCALE 1 /8' =i' -0'
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O) O Q M
OPjC. t ATRIUM FIR-41ING PLAN NOTES:
L SEE 8501 FOR STRUCTURAL NOTES t DESIGN DATA 00 0
2. ALL CONTRACTORS ARE REal RED TO
COORONATE THEIR WORK WITH ALL DISCIPLINES
TO AVOID CONFLICTS. THE MECHANICAL, • • • •
ELECTRICAL, AND PLUMBING ASPECTS ARE NOT -
M THE SCOPE OF THESE DRAWINGK S. THEREFORE,
ALL MEWED MATERIALS AND WORK MAY NOT
5E INDICATED. 4+ O
3. ALL ELEVATIONS ARE REFERENCED FROM THE
U
• r-1 i
FIRST FLOOR FF. ELEVATION +0' -0'.
' • r--1
4. TOP OF STEEL (T /S) M THE O.P.C. AND ATRIUM
SHALL 5E 6' BELOW T /SLAB, UI LO_ U U�
5. PLAN LEGEND:
FF. DENOTES FINISH FLOOR ! !
T /'X' DENOTES TOP OF STEEL, WALL, PIER ETC- (j
SE. DENOTES SLAB EDGE MEAS. FROM BEAM 4&.
- DENOTES ARCH. WALL LINE 16 i
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-- NUMBER OF 34' DIA X 41i2' ! i
STEEL BEAM SIZE -, 1, SHEAR CONNECTORS UNIFOR'1L'1.'- -_•_,�-
/
SPACED ALONG FULL LENGTH
OF 0 is
I R • 20.0K
R DENOTES BEAM REACTION, IN KIPS TO BE USED FOR �` o
DESIGN OP SHEAR CONNECTION BY STEEL FABRICATCq; ?- »
NOTE: THE ENGINEER RETAINS THE RIGHT TO REQJEST
ADDITIONAL BOLTS DURING SHOP DRAWING REVIEW.
_ DENOTES TYPE 2, SEMI -RIGID MOMENT CONNECTIONS.
SEE TYPICAL DETAILS ON 5405.
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