HomeMy WebLinkAboutTemp00008 � _
w
w
TF ' '' ` ` :
z
_ . ,
c'
,{�,� _ �
_I-I , :
TYP - - _ ;
z ,� ,
Y' 3
;, ,
,
�, _ ;..
w , .:: ,..:. '
� �
_ �
' 2 L FT `
,
� »
�
I ING
s� A 5 N s _ `
------- 4 1 32
i ; :
� ) `
, ,� :
» - 3 ; , , ;
, . , <
W : _ : ,._ : ,.
ii
_ 0LE I ,
H N SP I , , ,
LCE
_
BO
LTS : ;;
, , ii , _ ;
E--
TYP.
_ R - <
„ ��
. M ; , .
,. , 1 .. ;. ; ,
� A
T ; :. , _ :
ER CTION AID
E _ __
T CTION , ,,__
F 2+ ERE AID __ .
N _ _ ,,.
` P. - � _ _ ., _ __ .
C.P
P ii
�
3 _ _
o _ 8
. o
5 . _.
F _
�
LANGE
/
----==—
� , > ,
L4x4 -
J II ,'.:
x xC
OL � ,_ _ , ,
, 8
� _
_ .. � _
�- <
, 8 __
�— `` � _ . _ _ . .. _
w _ _ _
�� ,
�
1
, �
_
_
q DERT -
w
H 2
�
k
' � ` �
TY . -
P
ii _ _
M , ,,.
2 _ ILL COLUMN
, �, _ .: < _ ._ _ .
PLAN ,A
A ,
,,
7
v� 7
MI L CO TYP ' _ _.
L LUMN
ILL _
M COLUMN
, i
AT ,
CAP R ,
CAP , _
�t'_ ' _
z _ _
� �
1 �
+ +
� -� , _._
8
TF
ENDS � _ 8
o' _
_ 3 , . _. _
:/ _
o = I _ __ ___ . _ _
EN DS
ENDS _ i�
FLANGE
2 ..
- � /
z , ,.
c� + + , ,
�- � - , , ,.
8 , .: ,
- -- I -:.. , -._ . . ._
� _ . ...
II _ _
, , . ._ _ . :
-- --- P R OVI D
E
--- -- PROVIDE ` -- --
,
z - _ -- ---
- -- ---
_ , �. � � L �
»
L. L, A � 1E
1 - ..
w
+ �- _ , _ , ,
♦
� : ,. _..
TO ' W B _ ERECTIO _
E N R
3 SID
ES
E
RECTION
R
MIN.
1
» „
� . , . , , , �
N
_ . .:_ 1. _ _
R C H T E. F S
_ G.
4
a _
, r� :
, _ _ _
R -
; �
x 16 STI FF
. \ � .
_ /
AS R
AS RE D.
�
2 : , . >. ,_ ,_..
E D. Q
Q ,
4 , ,. _
925 rAA S'Ciz ET Pa1:o;A T .CA 9,4301 2d05 . .
�
�lt, � l..O
, � ' � ff
n
�
1 . , , _ , .
, MILL COLUMN , ,T L �5�- � -� 6� ,�. � -si _o��
. f 8 F $ 3 . .
� —
NS.&FS. USE R � � a �
1
� , ,.
3 F'L x 16 >
s��ES z STI FF.
z _ _
�
S.EE . _ ,_ .
DET A OR
2
L3x3 + + _ _ .
X xBM ,
�
1
� .
2
/ ENDS , _
w ,
AS 'SHEAR TAB
�, 4
O
O
` - 3
1 _
+ + :B FOR WELDING NS.&FS.
� . . ,� MIN. ERECTION
_ �
WID H
.. _ 4
T 1
�--- _ _
� W ERE` 0
- �
1 � UG
H CCURS
2
� _
2 PL
co /
co
� --- ---
� � ,
EPTH -0F
M R w SHIM `R AS
� +
_------- -�
— WELDS
!
� I J _
C.P.
I
�
WELD 2/3 OF , PROVIDE
_ _ ,: RE D. , ,
� Q
, Q
Q
, *
�r- THINNER -WE
_ »
� B
TYP.
; WF COLUMN
�
c� _ ERECTION R
v
,— — — _
CLR. M LARGER SIDE
_ . _ ,
:�
AT
2 z
�
�
, AS R
co ' E D. '
� Q
3 SIDES
7
5
OF TS UON WEB
/ TYP
O 7
� .
I
16
3
�
o L4x4 : /
x xCOL
_ s NISHKIAN
/ ,
s
TS BEA
� /
w ,,
_ 16
S
�
� ;
„ � . :
1 , .
cn _ ..
- _ --_ c�
— . *
* . : -=m
W DT ,:;; . ,.
I H 1
� NOTE. , , , � � �� �
o N0 E.
2
T
, � ' ',
„ . .
� A A
� T O.S
T.O.S. ,
, ,
- - = - - Q
U CONSULTING AND STRUCTURAL
:5 I
MN
WELD NOT RE D.
WELD NOT RE D.
�
Q
Q
�-
c.�
— EN INEER INCE 1 1
ATW1OxAND —
G 55 99
o ATW1OxAND
� ,
, - � ' 9a o
1200 Folsom Str San Franc U 1 3
� SMALLER
SMALLER ,t�
1
�r ee� scg
' 0 .
�
TF + MIN.
N TE
o BOTH SIDES �V
Tel.41 541-9477 Fa�c 415 543-5071
/
( 5) ( )
5
4
o '
/
, PLATE AND WELD SIZES SHOWN A
RE
,,w
' TO FLANGE :
�
s
TYP.
WEB PERPENDICULAR
T.O.S. WEB PARALLEL
- _ � )
� � )-
WHERE APPLIES
FRAME COLU N SP
SUGGESTED. STEEL FABRICATOR IS
M LICE NON F
RAME CO U
�
L MN SPLICE
BOTH A
B RESPONSIBLE FOR DESI N.
� ` - SAME 'SIZE
G
0
' SIDES
5
3 � �
, /
w
�
16 : N.M. JOB N0. 7083
F---
16
¢
�
COLUMN ERECTION PLATE
— DIFFERENT SIZE CO
LUMN SPLICE
� S
MALL COLUMN T0 LARGER C0 U
TS BEAM TO
COLU
MN SPLICE DETAILS
D
L MN SPLICE :
9 � WF .COLUMN
c
E
�
3O FRAME OR NON-FRAME ;COLU
MN
25 TS COLUMN` T0 `WF COLUMN
SIMILAR
o �
�
�
)
CO N N ECTI O N
NTS _
w
m
�
�
��\\
�� \\
♦ \
♦ \
� 1
� 1
�
1
0
�
I
. I
�
I I
„
,,
,�` �, ,
� R 1
1 1 0 E
» � 1
1
1
�
G
z 3 O I
... /
_ . .
/
— B EAM . .
8
B _ . .
1 1
EAM i
_ . . r
1 i
� � 1
FULL IG �'
HE HT
� � _ . .
i
2 2
�
.. 2 2 _ . .
» O � ,
8
.. 3 _ . . i
I
1 . NS
_ _ i
: � �.. .
SEE PLAN
.
i
/ 4 � A325N BOLTS SEE PLAN _ . .
N ..
.►
�
�
� O
� /
-Q �, . .
4
.,. � �
z 3 �
4 . STI FF. R
EACH SIDE . �
. e' .
_ , , � �
i i � _ �
i
, � .
�
.�
4 .
� A325 LTS
.— N
N BO .
/ i Z r9
lYP U. .N:
. �
0
z 4
, T YP . �-
i �
�-
..�' . ,
i i � . _
i � —
� �
. . .
�
1 � :
�
� �
>- `TYP U.O.N. . .
�
i ,
/ .
�
�
. 27 8 .
7 �
I I _h �
n
�
�
-� ,d.
Q ,.- . .
4
� i
�
—
r . ,, .
�
,�v�
L_ — , . ' � ._
I�I.
O
� �
h
� . _
� - .
. � �
i
3 „ . �
SIDES
�J �
: �
- ` - � m�. .
w . �
� � i _
Q . .
� �_..� ,�_,,..y^�
—=--= F
---- 1 . _ „
. ��.. .L� ' . `1
. . O . . . . . !.. .r.... .."^e
. .. . . . . . . . , . . . . . . .. � r .. ' •• •�r. ,��.ri� :' .
. . . . . . -� ."a.�. � •��
w Q s 6
: � , �, / �
�
i ,
� � ,
x � ��
�
�
O
;
J �.
� ���.-
Q
W .,, �l
/ �
�
�
�
ii 4 , r
, a E
0
� 1 .
, .. N 1.
\ I
A .
: t.�.l:
J �
, m g
�_ I �
�
i Q w i .
� � .
c� i .
Q �
.
-- � .
�� r
��
r
m
LL.1
��
' ------- C� �
cn m �,
--------- �
Q
m
1
i
�
` / _
c�
: �
ST
IFF. R.
ii „ _ _'
2
w 3 _
_
W
. 3 SIDES
, �
i
R
1'
_
-----=----� �
II> �
��
�
� 4
� 3 = w ,
L3x3X AT EACH SIDE
, �-- ,
E—
_ F—
� /
2
4
�
— — I I � F-
I--
a ` cn
0
4
B EAM
� � P LAN _
CENTER T WT
, o 0
ED A
x C Q
OL `OR BM
i � i i
, „ —
z
� . � � P IJ�N
i
> 1 � SEE PLAN
_ WEB
TYP.
e �
Q
i
' WIDT
H 1
�
�
i i
2
� I
I
I I
I I
I I -------
w ,
BOLTS
AND SHEAR TAB
w - TS COLUMN ,
i i
WHERE OCCURS
,T ,
S
z
- i , i
z C SEE PLAN
MOMENT ` B M
OLUMN
SEE N
ON EA
— `MIN. WELD AS i i i
�
�
LARGER SID
E
i i i
TYP. AT
c� CLR. MAX.
BEAM TS OR PIPE
STEEL
'OR :SCH�D. I
/
1 --
2
I I
z
CONN
. SCHEDULE , PER AISC
� MIN.
WELD AS
/
i ' i i _ i
�
OF TS- UON BOTH SIDES
4
w I C I ,
OLUMN S
EE PLAN
I I
5
, ,
R
1
:PE AISC
SPECIF.
L4x4x
- i i i i
/ :
t i 4 i
� OF WT
TOP 4
`W CAP R AT i 8
i OR SCHED.
i i i i
' WT8x39.5 HANGER
„
1 SPECIF.
WT7x 17
_
_ � r
i i x CO T 1 - — ---
L WID H
�
` i i
f— OF POST 2
„
TYP SEE PLAN
i i
i i
,, » `
TYP
5 1
�
i
i
k PER AISC
MIN
1
�
I
�► » /
-- -- - 4
. . . . . . . . . �� �.�.L-_ �
�
I I
4
----- k PER AISC
M
AN UAL
, P LAN
----- , ,
� ,
� i
M
ANUAL
o ,
� ,
�
� �
� � �
i i
i ' i
0
I l
I
BOTH SIDES
O ,
5 I �
� .
SEE IYPIC L
i `
A
� : /
a 16 i , i �
�
0
i o i ,, ;,
BEAM OR CHANNEL
S
CONNECTION
T HANGER
---== i i
1
WHERE APPLIES
w ' K :
/ .
SEE
_
- ,, --
_ SEE PLAN
» 1
D S
4
1 ETAI L FO R
SEE N
BOTH
PLA
I I ,
�
»
TYP.
TYP.
1
-� STIFF. R BOTH SIDES
STIFF. R BOTH SIDES �
_ 3
� I I
� ,
STEEL MANUAL
I ' 1
2
' SIDES
' 3
� 5 '
'�
E BOLTS
2
LEVATI 0 N
/ -
16
: / W1DTH TO MATCH BEAM i i
m 3
�
� �
WIDTH TO MATCH BEAM
,s
( ) _ �s
C )
ELEV
�
i ATI O N
� »
�
� �
,s
� � ,
/
z � �
� , - � z
�
�
SHOWN ON PLAN `
SHOWN .ON PLAN '
�
,
� ' /
TYP.
. 4
. . �� `
0
THUS.
T U -
3
z
H S. ` OR
�
R AT BOT.
Q
8
P LAN
� :
'OF HANGER
Q
: z
— WF BEAM TO PIPE COLU
MN WF COLUMN
BAS E D ETA I L
TS COLUMN BA T
SE DE AI L :
TS HAN G E R N N ECTI 0
� B EAM T0 TS C 0 LU M N C 0 N TYP I CAL B EAM HAN G.E
R
_
�
29
24
19
14
: 9
4
0
C0 CTION
NTS
:NTS
w
NNE AT STEEL BEAM CONNECTION
AT STEEL BEAM
_
,�
W
J
» »
f---
1 1
Q 1 1
w
� �
2 2
� ,
�
�
c� , N OTE.
_ �
Q
�--
FOR EDGE DISTANCE
� � PENETRA IONS WHER OC
c� T E CURS
CIRCULAR BEAM
� ,
wE6 R 2
WEB '
R2
z /
� z : /
0
AND BOLT SPACING
USE CONTINUOUS R: FOR TWO
PENETRATION WEB PLAT SCHE
� - - - : „ „ ;
E DULE
. `SEE AISC ' SPECIF.TYP. : —
-=__ --- __ --- ' OR M E PENETRAT
___ _ OR IONS - -
-- --- ,
1
DIAMETER
D
�, » » >,
„ „ „ ` wEB R
z
, /
1 � WEB R C )
_ ' _ ' _ 2 4 . ,
2 2 2
4 � `
�
2 2 TOGETHER
, BEAM ' SIZE PLATE THIC NESS
w
SEE SCHED. `
SEE _
K
SCHED.
_ _ �
�
� :
�
z s �
' LR
�
W LR
1
1 ..
�� »
�
3
_ 3
z / ,
, /
W21 x AND SMALLER
�
BASE R A36 - 4
� 4 �
� �
4 8
c�
►�
'AISC '
�,
, 0
: P
LAN
3 -----=--'=--
�
3 co
c.o
, _ -,
�
z
W 4 � A325N
»
_ /
R � ` :'"C�
�
MIN. �
1
4 ' _
\ , _
: / \
_ ' i `W24x T
� 0 W30x
4
,, ' ' , � :
� '
� , 2
-v ` �
-v ' �
Q
� ,
�
�
wEB :R
w �
-- --------- , , �
, ------ --=---
-- � ,
. „
�
W � ,
w SEE SCHED.
- 5
� �
� � �
. _ ` _ _ � ,�
u . � _ .. W33x 118 TO W33x 169
, � . _
0
: ii ii �'�
i
0
�
U . . s
ST B COL
_ _ _ �--�
,,
� _` _ _' _ _' �
Q 1 : -v �
, v 0 .
.
.
.
il .
A , _ _ _ _ _ _
_ _ �
STI FF. _ ., i i _ _
i i
i .
W
� TS .
TS
O
SEE PLAN
2
TS
� »
J \ \
��
: �
/ /
3
o � � ;
0
I
I � �
� �
Q W33x201 TO W33x 1
24
_ /
S P
SEE PLAN
PLATE EE LAN Q 4
� : i
SEE
P LAN
i
�
V
_- __ � ' co ,
w —
w co
TS
I
m ,�
�
oI ,
�
m
\ 3
— —— ————'———— ——— ————————— ——— —— —————J �
Q �
:W36x
v �
SEE PLAN
4 .--�
� �
.
� -
0
WIDT TO MATCH, i
`e�
z
I
_�
�
�, COL N FLANGE o CIRCULAR : BEAM
� ,
5
' 1
1
,> »'
�
/ /
TYP '`
�
�
, 4 4
�s _ D MIN. .
SEC nP
_ TI 0 N
' WIDT ABOVE `PENETRATION
' ' , 0
� » »
T&B
_ , „` ,� „ , » _. �� ��
� ,,
3 3
DIAMETER D
wE6 R
1 _ —
/ C ) ; WEB R 2
L4x4x x0 6 AT 4 < L6x4x x0_ 6
D < 6 USE D ;OF LARGEST
�
�
_ (
R SHEAR 8
�
„ ,� ,, w
_- 1 '
2 � �� »
0
1
3
�, —
,�
- »
AT4 < D < 6
L6x6x x0 6 AT D > 6
_ �
/ P EN ETRATI ON
8
z �
PLATE GRADE TO MATCH BEAM STE L `
4 E GRADE
_ , 6
,D 2 D+1 D 2
TAB MIN. 8 D` 2 D+1
D 2
� �
Q
� ) �
�
3
: � �,
_ ,,
�►
» »
,, ,
L6x6x x0 6
� �
' 1
T&B TY 8
P.
,�
4 MIN. 4 I . .
A MN
4 MIN. 4 MIN.
' c� STIFF. SIDE R S
1
NOTE.
�
2 ATD > : 6
/
z —
S1DE RS
— A36
, 3 4
N0 WEB R R UIRED
� � ) _
�
Q
8
TO FLGS.
» „ ,, �,
Q ELEVATION �
. E LEVATI 0 N
S ECTI 0 N
� _ WHEN D <
�
d
o < _
4
J
E LEVATI ON
SECTJON A A
J o
AT SAM E D EPTH TS`
1 1
1
SHOWN ON PLA
N
: AT DVFFE .
Q
RENT DEPTH TS `
. WHERE d < D < d
WHERE d <
. D < 2 3 d
�
�
T
4
_ �
_ _ /
THUS. , 2 :
2
� WF COLUM T
N BAS E D E A I L
TYPICAL S
T CO:NNECTIONS
CIRCULAR BEAM PENETRA I
28
23
13
TON
COLUMN ROTATED
NTS
AT STEEL BEAM
� )
D ETA I L
SECTION
N OTE:
SEE
3
/ .
BEAM ,,
16
B EAM
5' 1
WEB F.
METAL DECK AND
P LAN
C� , LEG
REIN SCHED.
/ �
SEE PLAN
;' SEE PLAN
bf
16 2
» ,
3
STI FF. R
CONCRETE FILL NOT
1
» " �
7 3
»
�
Rs
s -
, C�? LEG
� BEAM SI
ZE ANGLE SIZE
3 � �
SHOWN
2
16 4
/ _
BEAM U . „
1
6 EACH SIDE , . _
.O.N
1
A36
' �,
�
3 � �
. FU LL H
2
BOTH SIDES
EIGHT ' 1
�
W24x AND
$
3
,, �-
I
i L4x4x
� TYPICAL
_ �
+. 2
FULL HEIGHT
BOTH SIDES :
SMALLER
� �.-�
STIFF, R EACH SIDE s
, �
STIFF: R EACH SIDE
_ _
, ., 1
„ �
W27x AN D
L5x5x
_ -v
�
. _ „ . ., 2
- , .� �
R 2 _ .
W30x
� .�-, —
w .
R 2
, , � BEA U: .N. ,
3
„ �
3
»
_ �
_
.. , 2 b 325 '
4 � A325N BOLTS
c.� �
�
A N
�
t )
4
W33x 1 18 T0'
1
4
N
�
L6x6x
/
— 2 _
_` �
3 2 EA. SIDE � GAGE ` _ \ - BOLTS AT BOTTOM OF
_ _ _ - �_
W33x 169
� )
. . . . . . . . . ..�� ...�.: �.r �.��. .... . . �.. . . . .. . . .
. . .. . . .. . .. . . � �.. � .�.�. . . . . . . . . . . . . . .. . . . . ..':�, >. . .. . . . . . . . ... . . ... . . . . . . . .. - - -� -� . - . . - �-
. . . . . . . . . . . � . . . .. ::.: �r_ ..... . . . . . . . . . .
r ' �
, .. VERT. SLOTTED HOLES
.�..�
0
, - 3
-- -- W33x201 T0
. � N ,
�l �
fT Tl -
L6x6x
z �
, .. , . 4.
_' : _ _ � , , �
, � W33x24 T
i i
_ i
i .
_ � o � _
.. N
z
Q z
_ –
I I
— N _
I I 1
I I I
rn I I
I I
\
H
0
W
�
< .--
\
� _ �
I I
J
.. -�-
I I I
I
I I '
3
»
»
I I Q m
� - - - - � ISSUED POR
3
i i :
TYP.
�
W36x L6x6x
�
R XCO , i
�
L WIDTH+ 4
2
� 1
4
/
MI >..
1 ,
N.
i i
i i i
_ i i i
4 L9x4x V
MI L
�
LL TYP.
' w
N. ENGTH AS �--
t , �
2
� )
�
I
' 1 ,
I ' I I I
I I
TYP 04 07 06 PROGRESS D S
, C ET
� .
L9
x4x LLV
z � �
�
TYP `
� )
� N OTE.
RE D. FOR i i
2
�
i i i i EACH SIDE OF TS
Q i i
» w
, 1
tf ` w
— : �
S ,, T&B 05 12 06 , SUMMARY PERMIT SET
a HIM
3 I ; I p
I l I �
�
I 1 I I
EACH SIDE OF � �
TS
ALL ANGLES ND R S
4 A
INSTALLATION
/ 1
�,
) ' w 2 1 VERT. > 2
�
i � � ) „' „
� � 1s I I I
�
2 I
» ; »
2
: 12 ENETRATIO 12
.ASTM A36.
SPACE 12 ENETRATIO 12
i i
i i i i i
i
,
, SHORT- SLOTTED
S ECTI O N ANGLES C
UT
, S CT 0
�
�
E I N
� � � � �
�
„ „
,
MIN.
TYP.
TYP
, ,,
05 22 07 PLAN CHECK `RESUBMITTAL
HOL
ES
� �
, LENGTH _ L
i i i i ,
i i i
i LENGTH L
,
TO FIT S
EE
i i
REINF. R S
,
I
�
, SCHED.
TS CO
i i , LUMN CO UMN
TS COLUMN TS L '
- BOTH SIDES
TS SEE'
PLAN
i i
SEE P
LAN SEE SEE PLAN
PLAN `
ELEVATION
ELEVATION
ELEVATIO
N SECTION
S
ECTION
AT NON —FR —
AM E B EAM
AT FRAM E O R N O N FRAM E B EAM
- :OFFSET C0 DITION - -
N
WITHIN CENT 3
ER 1 OF SPAN
IT
_ /
W HIN END 1 3 0F SPAN
NON BEARING
�
� )
1
MAX. D = d
�
WF BEAM T C0 -
2 ,
0 TS LUMN
TS COLU M N T0 BEA _
M
RECTANGULAR BE PEN MAX. � _d
27
,,
, „
AM ETRATI 0 N
� 22
_ 12
— SS-
�- 1 —1 0
NTS
,
C O N N ECTI O N
C0N DETAI
NECTION L
- , 3
; _
TS6x4x ELEVATOR RAIL SUPPORT
�
s
_
�
POST U.O.N. �
� )
�
o w
WHERE FLOOR T0 FLOOR
�, „
�
o „
TS TO
_ AT W30x BEAMS. R1 x8 EACH SIDE OF
w
7
� A325N
_ WEB �
B EAM
EXC D ' 0 8
EE GUIDE RAIL SPAN
„ „
„ .
„ ►,
1
ANGLE 3
» »
3
3
R x3
/
. �
�
SEE PLAN
4 BOLTS ON BEAM '.
„ ,
AT W27x BEAMS. R x8 EACH SIDE OF W B
:1 4
4
�
E
MIN.
2
4 �
_ m
r
B EAM _
EACH _SIDE
Q
GAGES ONE N.S.
_ co
�
BOLTS AND SHEAR TAB
»
1 w
N
SEE PLAN ,
„
EMBED.
OF' WEB ' ,
- AND 0 E F.S.
3 _ N
TS6x4 �
I
M N. m
_ �
2 )
SEE NON MOMENT BEAM
2 �
. �
co
� �
�
4
' SEPARATOR P
LATE
. N
x B EAM
CONN. SCHEDU Q `.
LE WELD .
ED
S.A.D. z �
SEE PLAN
�
B EA _ � z
M SEE
z
,
i i �
S - . _ _
CAP R AT
TOP
TUDS
1
, �
N
i i T.O.S. SEE PLAN
o . � :
P LAN �
L8x6x LLV � )
� _ _ a
. �� _.
C ) ir _ .
OF POST
� 2 .
i
�
� ( x
Q
1 �
. CUT T0 FIT , •
I I I "�`
/ � �
� d-
Q
I
. �
cn
z ,
2
»
II II 3
i
T:O. CONC.
z
. �
1 .7
5 bf
I
� ,_ ' STI FF. R
_ - _ � _ �
� _ ir ii _ g
_ o
� , _
.. . S E
__ � �
HE T TITLE
.. N
II II
N
_ AT S
i � �
BOTH SIDE
0
co
- T.O.S.' i
�
u ii
i i -
�
�- - - - - — -
i
i i
�
o — — SEE PLAN — ------
_ i
� � , ,
I
3
i
T.0 . SE TYPICAL STEEL DETAILS
�
�
0
.S E PLAN
BEAM OR CHANNEL - ------ C
)
L6x4x LLV i _ _
�
__ � )
1 � ,
8
»
/ .
_ , �
4
»
i i
SEE PLAN
6
1
VARIES w
w
1
� �
3 —
L8x6x „ ,
� 3
» �,
� � PROVIDE RADIUS
2
� 1 1
TS6x4x
�
2 �
MIN.
1 1
ELEVATOR MFR
)
8
�
STI FF. R S
� i
� �
8
LLV 2 2 a
� )
5
:�
, �,
SEPARATOR
AT CORNER TYP
.
I
i i
w �x6 A.B:
,
>
CENTERED AT WEB
�
�
TS P
OST _ 3 :
8
i' i �,
BEAM U.0 N.
» � f . PROJECT OZOZS
PLACE BOLTS x `bf
� R tf
. F.O. ELEV. _
OR i
16 � 1
6
� OF SUPPORTED
HANGER 4
� _
2
� �, »
P.P. AT
�
IN TWO ROWS S OT FOR BEAM
PIT _ _
L
B EAM
3 0 SEE MECH. DWGS 0
. 3
1 NOTCH
,
DATE
_ �
AS RE D. WEB
, 2
Q
TS TO
tf/2
3 ,
/
»
1 AS NOTES
3
ANGLE
SCALE
�s TYP
IF SECO D
/ N
1
4
�
/
MIN. tf/2
: ROW IS RE D.
4
� �,
Q
�
3 —0 . SEE PLAN _
MIN. OF TW0
AT ELEVATO R .
P IT WA AT S I LL E,�,M
LL B
NOTES.
SHEET
U.O.N.
BOLTS AT
_ SEE PLAN
_ ` tf — BEAM FLANGE THICKNESS
AT L FRAMI
SECOND ROW
� STEE NG _
bf — BEAM FLANGE WIDTH
WF BEAM 0 HANNE T0
R C L
. E L EVA
TOR S BEAM
E PA RATO R C 0 N N .
TYPICAL NOT
CH AT BEAM
TYPICAL TCH AT
26
21
11
6
N0 BEAM :SEATED BEAM T0 BEAM
COLUM
NTS '
1 -
TS N CONNE
CTION
BOTTOM �
LANGE �
T0P F �
LAN G E C 0 N N ECTI 0
N
�
NIS
O HKIA
N ME
NNING STR ENG
ER CONSULTING AND UCT AL IN
UR EERS 2005
!
o zoo�
5 3 9 ,.
I,
/
/
_ _ _ �