HomeMy WebLinkAbout07020031.99 3/4" @ INT.
10" @ EXT.
EMBED ANGLE BY
PRECAST SUPPLIER
DESIGN FOR MAX. JOIST
REACTION= 18.5 KIPS.
AND FOR HORIZONTAL
LOAD OF 300 LBS/FT IN
EITHER DIRECTION.
PROVIDE 6" WIDE MIN.
BEARING LEG
PRECAST PANEL
SEE PLAN
3/161/ 2 @ 1
L 4x4x 1/4" CONT.
TOP OF BEAM
EL. PER PLAN
BEAM PER PLAN
L 4x4x I/4 GOVT.
ANGLE TO
3/ 16 JOIST
SECTION Ei
SCALE: 3/4" = I' -O" 52.1
SEE PLAN
E.O.S.
PER
PLAN
BENT PLATE
1 /4x4xPLAN DIM. CONT.
FINISH FLOOR
ojL EL. PER PLAN °
OIL T/BEAM
EL. PER PLAN SEE
ARCH.
BEAM PER PLAN
5/16
SECT I ON F6"`�
SCALE: 314" = I' -O"
NUT FOR ALL THREAD
SHOP WELDED TO
BENT PLATE (24" O.C)
FINISH FLOOR
EL. PER PLAN
T /BEAM
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9 3/4" @ INT.
10"@ EXT.
EMBED PLATE BY PRECAST
SUPPLIER. DESIGN
FOR HORIZONTAL
LOAD OF 300 L55/FT IN
EITHER DIRECTION AND
VERTICAL LOAD OF
500 LBS/FT. SPACE
@ 4' -O" O.G. MAX.
FINISH FLOOR
EL. PER PLAN
�. JST BEARING
EL. PER PLAN
L 4x4x 1 /4"x6"
T /LEDGE
EL. 112-
PRECAST PANEL
1/4
3116V2 012
FINISH FLOOR 1/4
EL. PER PLAN
JST BEARI NG
L 4x4x I /4" CONT. EL. PER PLAN
9
— 3/4
L 4x4x I /4" GONT .
E.O.S. ANGLE TO
PER 3/16 J01 ST
PLAN
I/4 2
>—<
@JOIST
° a
SECTION F2`**4
DO NOT WRD JOIST
GIRDER BOTTOM CHORD
TO STABILIZER PLATE
3/4" STABILIZER PLATE
EMBED ANGLE BY PRECAST
SUPPLIER. DESIGN
FOR HORIZONTAL
LOAD OF 300 LBS/FT IN
EITHER DIRECTION AND
E.O.S. @ 12. VERTICAL LOAD OF
PER 3/16 500 LBS/FT. PROVIDE
PLAN 4 WIDE MIN. BEARING LEG
i
FINISH FLOOR
EL. PER PLAN
T /BEAM
EL. PER PLAN
BENT PLATE 1/4"x AS
REQUIRED +8 "xCONT.
T /LEDGE
EL. 112' -5
314'0 ALL THREADx4' -O" @ 24' O.C.
PRECAST PANEL
SECTION 1
SCALE: 3/4" = I' -O" CJ2.1
SECTION -7
/4" @ INT.
@ EXT.
9 3/4" @ INT.
10" @ EXT.
DECK SUPPORT ANGLE
JOIST SEAT
SEE SHEET 523
J
N
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JOIST GIRDER SEAT
SEE SHEET 523
COLUMN PER PLAN
SECTION
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�JST BEARING T—
EL. PER PLAN
BRACE AS REQUIRED
BY JOIST SUPPLIER
SECT I ON 3
SCALE: 3/4" = I' -O"
AFTER
114/12 BOLTING
SECTION e
9 314'0 INT.
10" @ EXT.
FINISH FLOOR
EL. PER PLAN a °
OL JST BEARING
EL. PER PLAN
EMBED PLATE BY
PRECAST SUPPLIER
DESIGN FOR JOIST
GIRDER REACTION
OF 53 KIPS GIRDER SEAT PER
PRECAST PANEL DETAIL SHEET 52.:
3/4" STABILIZER PLATE
DO NOT WELD JOIST GIRDER
BOTTOM CHORD TO STABILIZER
PLATE
�O
z
SECTION a
NUT FOR ALL THREAD
SHOP WELDED TO
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FINISH FLOOR
EL. PER PLAN
T /BEAM l
EL. PER PLAN
BENT PLATE I /4 "x8 "x4"
GONT.
SECTION e
11/13/06
POUR STOP AND
06 -213
�o
CLOSURE, GAGE
SEE PLAN
SEE PLAN
PER DECK MANUFACTURER'S
FOR HORIZONTAL
rn Ln
REQUIREMENTS.
PERMITS
EITHER DIRECTION AND
E.O.S. ANGLE TO
VERTICAL LOAD OF
FINISH FLOOR
-----------------------
p�
W
EL. PER PLAN
PER 3/16 JOIST
W
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PLAN
TOP OF BEAM
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FINISH FLOOR
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I/4 2
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FINISH FLOOR
a
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: Z
3/ 16 2 @ 12"
EL. PER PLAN
_
°. °
EL. PER PLAN
------ - - - - --EL. PER PLAN
° a
T/BEAM
EMBED ANGLE BY PRECAST
LOCATIONS.
J ST BEARING
SUPPLIER. DESIGN
OIL
EL. PER PLAN
IZ
EMBED PLATE BY PRECAST
SEE
LOAD OF 500 LLBBS/FT IN
SUPPLIER. DESI
L 4x4x 114' CONT.
L 4x4x1/4" CONT.
ARCH.
EITHER DIRECTION AND
FOR HORIZONTAL
VERTICAL LOAD OF
LOAD OF 300 LBS/FT IN
OL TOP OF BEAM
500 LBS/FT. PROVIDE
EITHER DIRECTION AND
EL. PER PLAN
4" WIDE MIN. BEARING LEG
VERTICAL LOAD OF
500 LBS/FT. SPACE
@ 4-O" O.G. MAX.
T /LEDGE
PRECAST PANEL
EL. 112' -9"
BEAM PER PLAN
BEAM PER PLAN
3/16
DECK SUPPORT ANGLE
JOIST SEAT
SEE SHEET 523
J
N
r-
JOIST GIRDER SEAT
SEE SHEET 523
COLUMN PER PLAN
SECTION
lu ► P9. F e'.7iz
`r EL. PER PLAN
�JST BEARING T—
EL. PER PLAN
BRACE AS REQUIRED
BY JOIST SUPPLIER
SECT I ON 3
SCALE: 3/4" = I' -O"
AFTER
114/12 BOLTING
SECTION e
9 314'0 INT.
10" @ EXT.
FINISH FLOOR
EL. PER PLAN a °
OL JST BEARING
EL. PER PLAN
EMBED PLATE BY
PRECAST SUPPLIER
DESIGN FOR JOIST
GIRDER REACTION
OF 53 KIPS GIRDER SEAT PER
PRECAST PANEL DETAIL SHEET 52.:
3/4" STABILIZER PLATE
DO NOT WELD JOIST GIRDER
BOTTOM CHORD TO STABILIZER
PLATE
�O
z
SECTION a
NUT FOR ALL THREAD
SHOP WELDED TO
BENT PLATE (24" O.C)
FINISH FLOOR
EL. PER PLAN
T /BEAM l
EL. PER PLAN
BENT PLATE I /4 "x8 "x4"
GONT.
SECTION e
SECTION
E�s
SCALE: 314" = I' -O" 52 1
3/ 16
L 4x4x3/8x2O" BOTH SIDES
EMBED PLATE BY PRECAST
CONTRACTOR DESIGN FOR
REACTION ON PLAN @ 3" ECCENTRICITY
PRECAST PANEL
PRECAST PANEL
SECTION s
x„L. m. - V-P \L2. J1
NUT FOR ALL THREAD
SHOP WELDED TO
BENT PLATE (24" O.G.)
FINISH FLOOR
EL. PER PLAN
I" O.G. OIL J5T BEARING
EL. PER PLAN
BENT PLATE 1 /4 "x8 "x4"
CONT.
fF IJ�
L 4x4x I /4 CONT.
5/8 6" O.G.
P
11/13/06
POUR STOP AND
06 -213
�o
CLOSURE, GAGE
.�
SUPPLIER. DESIGN
PER DECK MANUFACTURER'S
FOR HORIZONTAL
rn Ln
REQUIREMENTS.
PERMITS
EITHER DIRECTION AND
°
VERTICAL LOAD OF
FINISH FLOOR
-----------------------
p�
W
EL. PER PLAN
o
W
J
�
N
a�
E
TOP OF BEAM
z o
s
EL. PER PLAN
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FcCD
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SECTION
E�s
SCALE: 314" = I' -O" 52 1
3/ 16
L 4x4x3/8x2O" BOTH SIDES
EMBED PLATE BY PRECAST
CONTRACTOR DESIGN FOR
REACTION ON PLAN @ 3" ECCENTRICITY
PRECAST PANEL
PRECAST PANEL
SECTION s
x„L. m. - V-P \L2. J1
NUT FOR ALL THREAD
SHOP WELDED TO
BENT PLATE (24" O.G.)
FINISH FLOOR
EL. PER PLAN
I" O.G. OIL J5T BEARING
EL. PER PLAN
BENT PLATE 1 /4 "x8 "x4"
CONT.
fF IJ�
L 4x4x I /4 CONT.
5/8 6" O.G.
P
11/13/06
r7 O
06 -213
�o
EMBED ANGLE BY PRECAST
cv
SUPPLIER. DESIGN
I 1
FOR HORIZONTAL
rn Ln
LOAD OF 300 LBS/FT IN
PERMITS
EITHER DIRECTION AND
CONSTRUCTION
VERTICAL LOAD OF
ESI #1
500 LBS/FT. PROVIDE
2 ESI #2
4 WIDE MIN. BEARING LEG
SECTION 1
SCALE: 3/4" = 1' -0" 52.1
E.O.S.
PER 3/16
/4 N
1/4 > 2
ANGLE TO
JOIST
514'4) ALL THREADx4' -O" @ 24" O.G.
SECTION i
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11/13/06
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06 -213
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J.A.L.
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FOR:
PERMITS
11/13/06
CONSTRUCTION
12111106
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DWG. DATE:
11/13/06
JOB NUMBER:
06 -213
SCALE:
AS NOTED
CREATED BY:
J.W.G.
CHECKED BY:
J.A.L.
ISSUED
FOR:
PERMITS
11/13/06
CONSTRUCTION
12111106
ESI #1
12121106
2 ESI #2
1/2/07
I
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SHEET NO. �I
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