04-04-040C.L. OF INTERMEDIA'
SUPPORT
- a "0 PUDDLE WELDS
AT FLUTES
#10 TEKS SCREWS
AT 24" O.C.
i -
II
2" DEEP
COMPOSITE DECK
COMPOSITE DECK ATTACHMENT
DECK SUPPORT � - - -- �� - - -- - --
ANGLE PER
10/S4.1
C.= =-
+
EXISTING 24x24 / +
BEAM
J
x x x x'
+
CAPACITY
(KIPS)
Z
s
5
16
72.2
W27
+
FLOOR
��
130
W30
/
o
o
EXISTING 24x40
/
3
-J
L 1_
COLUMN
8 -4 "O A325N IN
W16
4
PROVIDE DECK SUPPORT
��"
p
SHORT SLOTTED
ANGLE AT SIDES OF COLUMN
/
5"
36.3 Kips
BY OTHERS
HOLES IN BEAM
o r
• fi i G• r
22"
« r �
y V
N
d
- -_
/
x
/
x ' x
x, �c- ---� -X
I I
I'I
x X
x
X
DECK SUPPORT � - - -- �� - - -- - --
ANGLE PER
10/S4.1
C.= =-
+
EXISTING 24x24 / +
BEAM
N N
SEE PLAN ------------------------- - - - - -- -
� I
.•-IN I
t0
CONNECTION PER + + M
5/S4.1
-
1 W27
5
1G
It(SEE PLAN)x32' -0"
CEILING
OL
SEE ARCH. - ._- _- .- .-------- - - - - --
W27 GIRDER
REMOVABLE VERTICAL FORMED BULKHEAD SET IN LOWER FLUTE.
BULKHEAD MUST EXTEND FULL DEPTH OF SLAB WITH SLAB
REINFORCING EXTENDING THRU IT.
a:
LAP REINF. LAP REINF.
PER STRUCT. PER STRUCT.
NOTES NOTES
-x x' x x -TX
a
SLAB REINF. BULKHEAD TO FOLLOW
L4x4x5x0' -4
METAL DECK FLUTE PROFILE. "
EACH IND
NOTES:
1. CONSTRUCTION JOINTS PARALLEL TO DECK FLUTES SHALL BE LOCATED NO CLOSER THAN
5' -0" FROM THE CENTER LINE OF THE NEAREST GIRDER.
2. CONSTRUCTION JOINTS PERPENDICULAR TO DECK FLUTES SHALL BE LOCATED AT THE
CENTER LINE OF THE METAL DECK SPAN.
3. AT THE CONTRACTOR'S OPTION. PREFORMED METAL SHEAR KEY FOLLOWING CONTOUR
OF METAL DECK FLUTES MAY BE USED WITH SLAB REINFORCING STOPING EACH SIDE
AND #3 DOWELS x2'- -0 "(CENTERED ON JOINT) AT 18" O.C.
CONST. JOINT IN COMPOSITE SLAB
AS REQUIRED
5
S4.1
W.w.R.
SEE PLAN
f
SIN
1+ SEE 5/S4.1
a: +
2L32x32x16
W /5 -4 "O A325N
EACH LEG IN
STANDARD SIZE
HOLES
GIRDER
[7W36'
x x
x x x x'
+
CAPACITY
(KIPS)
W24
s
5
16
72.2
W27
+
FLOOR
��
130
W30
4
7
BEAM
130
W14
3
i"
5"
8 -4 "O A325N IN
W16
4
i"
��"
26.1 Kips
SHORT SLOTTED
4
s"
5"
36.3 Kips
BY OTHERS
HOLES IN BEAM
o r
• fi i G• r
a
« r �
y V
- --
WEB
- -_
-
FINISH FL.
--
X X_-
I I
I'I
x X
x
X
N
I I
A
W36 GIRDER AT 2ND FLOOR
' /
W27 GIRDER AT 3RD FLOOR
CONTRACTOR NOTE:
N
" STIFF R EA.
WT6x32.5x3' -0" WITH
CLEAN HOLES WITH
10 -1 "0 HILTI HAS
WIRE BRUSH do HAVE
SUPER HY150 ADHESIVE
THEM INSPECTED PRIOR
ANCHORS w/84" MIN.
TO APPLYING EPDXY
MIX.
EMBEDMENT, GA. =6"
BEAM,
PROVIDE 11 x1 A SLOTTED
SEE
PLAN.
HOLES IN WT FLANGES
GIRDER @
EXISTING
COLUMN /WALL
SCALE: 3/4"=l' -O"
N N
SEE PLAN ------------------------- - - - - -- -
� I
.•-IN I
t0
CONNECTION PER + + M
5/S4.1
-
1 W27
5
1G
It(SEE PLAN)x32' -0"
CEILING
OL
SEE ARCH. - ._- _- .- .-------- - - - - --
W27 GIRDER
REMOVABLE VERTICAL FORMED BULKHEAD SET IN LOWER FLUTE.
BULKHEAD MUST EXTEND FULL DEPTH OF SLAB WITH SLAB
REINFORCING EXTENDING THRU IT.
a:
LAP REINF. LAP REINF.
PER STRUCT. PER STRUCT.
NOTES NOTES
-x x' x x -TX
a
SLAB REINF. BULKHEAD TO FOLLOW
L4x4x5x0' -4
METAL DECK FLUTE PROFILE. "
EACH IND
NOTES:
1. CONSTRUCTION JOINTS PARALLEL TO DECK FLUTES SHALL BE LOCATED NO CLOSER THAN
5' -0" FROM THE CENTER LINE OF THE NEAREST GIRDER.
2. CONSTRUCTION JOINTS PERPENDICULAR TO DECK FLUTES SHALL BE LOCATED AT THE
CENTER LINE OF THE METAL DECK SPAN.
3. AT THE CONTRACTOR'S OPTION. PREFORMED METAL SHEAR KEY FOLLOWING CONTOUR
OF METAL DECK FLUTES MAY BE USED WITH SLAB REINFORCING STOPING EACH SIDE
AND #3 DOWELS x2'- -0 "(CENTERED ON JOINT) AT 18" O.C.
CONST. JOINT IN COMPOSITE SLAB
AS REQUIRED
5
S4.1
W.w.R.
SEE PLAN
f
SIN
1+ SEE 5/S4.1
a: +
2L32x32x16
W /5 -4 "O A325N
EACH LEG IN
STANDARD SIZE
HOLES
GIRDER
[7W36'
W36 BEAM AT GIRDER
FLOOR BEAM,
SEE PLAN.
to
OPENING
L4x4x5x0' -4"
EACH IND
FORM OR 18GA.
POUR STOP
X X
a— — — — — — — — — — —
VVJII I.J
FLOOR BEAM
FLOOR OPENING DETAIL
(OPENINGS EXCEEDING 1' -4" MEASURED
PERPENDICULAR TO DECK RIBS)
HSS 12x12
COLUMN
L SEE
TABLE
I
DOUBLE ANGLE —
SHEAR CONN.
2 -1-32 "x32 "xt
SEE TABLE FOR
ANGLE THICKNESS
131"
2" BEAM
I 1
I+
1+
+ IL
1 M
I 1
1 4 "0 A325N IN
1 STANDARD SIZE HOLES.
SEE TABLE FOR No. OF
BOLTS
BEAM
SIZE
x x
x x x x'
WELD
SIZE
CAPACITY
(KIPS)
W36 BEAM AT GIRDER
FLOOR BEAM,
SEE PLAN.
to
OPENING
L4x4x5x0' -4"
EACH IND
FORM OR 18GA.
POUR STOP
X X
a— — — — — — — — — — —
VVJII I.J
FLOOR BEAM
FLOOR OPENING DETAIL
(OPENINGS EXCEEDING 1' -4" MEASURED
PERPENDICULAR TO DECK RIBS)
HSS 12x12
COLUMN
L SEE
TABLE
I
DOUBLE ANGLE —
SHEAR CONN.
2 -1-32 "x32 "xt
SEE TABLE FOR
ANGLE THICKNESS
131"
2" BEAM
I 1
I+
1+
+ IL
1 M
I 1
1 4 "0 A325N IN
1 STANDARD SIZE HOLES.
SEE TABLE FOR No. OF
BOLTS
BEAM
SIZE
ANGLE
"t"
No. BOLTS
EA. ANGLE
WELD
SIZE
CAPACITY
(KIPS)
W24
s
5
16
72.2
W27
4
7
��
130
W30
4
7
5
130
W14
3
i"
5"
16.3 Kips
W16
4
i"
��"
26.1 Kips
GIRDER BEAM TO COLUMN
SCALE: 3/4 " =1' -0" DOUBLE ANGLE SHEAR CONNECTION
_J FLOOR BEAM
SEE PLAN
W27 GIRDER
GIRDER SEE PLAN
THIRD FLOOR
G
LT. WT. TOPPING REINF. VARIES
w/ 6 "x6 "- W2.1xW2,1 REMOVE EXISTING '
W.W.R.
G" CANTILEVER SLAB ROUGHEN TOP OF
SLAB 0 A FULL"
-
AMPLITUDE OF 4" MIN.
SEE PLAN
(A
N
M �
+
+
"W" BEAM J WT4xl5.5x1' -0" WITH -I
SEE PLAN. 3 -4 "T A325N
4 -1 "T W.A. w /6" EMBEDMENT
GA.= 6"x8 ", PROVIDE 1-61 &
SLOTTED HOLES TO ALLOW
THE INSTALLATION OF
ANCHORS TO MISS EXISTING
REBAR
('1 3 NEW STEEL BEAM
OPTIONAL
L3x3x I x0' -6"
WITH -1" FILLET
3 -SIDES INSTEAD
OF WEB WELD
L32 "x31 "x4 W /4 "O
W.A. 032" O.C.
W/44" EMBEDMENT. EXISTING BEAM /WALL
4 2"
4
,SEE ,PLAN
X X
JIT
(D
FLOOR BEAM, SEE PLAN. L4 "x4 "x4 "x0' -9" W
2 -4" O A325N BOLTS AND
2 -1" 0 W.A. W /C" EMBED.
W10 TO EXISTING CONNECTION
SCALE: 3/4 " =1' -O"
BENT TO RADIUS
L3 2 "x3 2 "x 4 W/ 4 "f
W.A. 032" O.C.
4 2" W/44" EMBEDMENT.
SEE PLAN
J
M +
>��
FLOOR BEAM, --J
SEE PLAN.
BENT PL. 4 "x4 "x4 "x0' -9"
WITH 2 -4 "O A325N AND
2-1"0 W.A. W /6" EMBED.
NEW STEEL BEAM
EXISTING
BEAM
AT EXISTING CONCRETE BEAM
SEE TABLE
GIRDER BEAM
N r
M
-; +
1 II M
-; -I I+
1I M
.__r- - - - -- 12„
BEAM THIS SIDE 4 "A A325N IN
WHERE APPLICABLE STANDARD SIZE HOLES,
SEE TABLE FOR No. OF
BOLTS.
BEAM
No.
CONN. PL
WELD
ALLOW.
SIZE
BOLTS
SIZE
SIZE "W"
REACTION
W10
2
4"
A"
8,2 Kips
W12
3
4"
4'.
16.3 Kips
W14
3
i"
5"
16.3 Kips
W16
4
i"
��"
26.1 Kips
W18
4
s"
5"
36.3 Kips
BEAM TO GIRDER CONNECTION
SCALE: 1 1/2"=11'-O"
I
CONTRACTOR NOTE:
CLEAN HOLES WITH 1 1 3 " 1" RTN TOP
WIRE BRUSH is HAVE 2- L32x22x`x2 -3 5 le BOTT.
THEM INSPECTED PRIOR
TO APPLYING EPDXY MIX. 2" 8" 2" 10" 2"
TYP TYP. N
+
EXISTING 3 •�
BEAM I 5 -4 0 A325N
FOR W24 is
- - - I 7-0 "o A325N
EXISTING i+
BEAM I+ 2
FOR W27 k W30 IN SHORT SLOTTED 2
-r; HOLES IN BEAM LE Ev
WEB
23 2 " FOR W27 k W30 [FOR W24
1"0 HILTI HAS SUPER R3x28xV -4"
HY150 ADHESIVE ANCHORS SEED PLAN PROVIDE 1 ��x1 5 SLOTTED IC4x14x2' -4"
WITH 84" MIN. EMBEDMENT HOLES TO ALLOW THE
INSTALLATION OF ANCHORS
TO MISS EXISTING REBARS.
DO NOT CUT EXISTING
REINFORCING
('14'_ GIRDER AT EXISTING BEAM
AT THIRD FLOOR SCALE: 3/4 " =1' -0" SCALE: 3/4 " =1' -0" AT EXISTING 3rd LEVEL SCALE: 3/4 " =1' -0" SCALE: 3/4 " =1' -0"
4' -31 " "
VOLLEYBALL POST SUPPORT
SCALE: 3/4 " =1' -0"
9
BREAK OUT FACE SHELL
OF THE EXISTING 12" CMU
BLOCK, AND FILL SOLID
WITH CONCRETE PRIOR TO
• ; INSTALLING DECK SUPPORT
ANGLE1 1
�-X . W ' x x' x x
DECK SUPPORT .
N ANGLE PER
10/S4,1
" L4x4x =x2' -22"
s" STIFF. R � 1 -6 EACH SIDE
EACH SIDE
4
BEAMING 20 "02"
GIRDER AT EXISTING
AT SECOND FLOOR
SCALE: 3/4 " =1' -0"
5' -3" TO NEXT COL.
iD
CONNECT TO EXISTING
STRUCTURE PER 12/S3.1
I i i HSS 2x X4
18' -7" A.F.F. i i I I -------------------------- -
-
I
17' -11" A.F.F, I
I i 2 001 THREADED -r-�T `j i i - -- - '�X2x'k' TYP.
17 -1 A.F.F. I I ROD I r PLACE STUD FLUSH I I -- �- X55 1fi
1 WITH COLUMN I I - PROVIDE ONE
16' -3" A.F.F. i i I I I i- DIAGONAL AT
OL II
I I I I END SPAN
2".![ i 2" 1 1 = = =1 HSS 5x5x4
I I I c
TYP.
METAL STUDS ___-I i i FINISH BOARD
1 i i BY OTHERS 41_71
6"
I 1
4 =' PL 2xS "xo' -8" W/
13,_4„ A.F.F. i 1 �` --�h� 4 -4 „O W.A. W/4-
EMBEDMENT • 5” O.C.
2" 3" 2" /
I �
11' -5" A.F.F. i Rs6x1' -0" w/ HSS _ k�
HSS 6x4 4--i 0 A325N r
I + I SEE PLAN r + + 4
+ ~�
+ + HSS 2x2x4
9 -6 A.F.F. I I - --
I �N BEAM -
I
i'L i x7xO' -10" w/ 4 TYP. %/ 3 TYP. - 3 TYP.
I I 4 -4 "0 A325N / 1c PROVIDE ONE -
EXISTING DIAGONAL AT
3" 3" BEAM CONC. WALL END SPAN
17 BASKETBALL POST SUPPORT 18 BOXING BAG BRACKET SUPPORT 0
SCALE: 3/4 " =1' -O" PLAN VIEW SCALE: 3/4 " =1' -0"
NEW STEEL DECK
AT EXISTING BEAM
I
EXISTING 24x40
COLUMN BEYOND
BASE R5x9xo'
W/ 4 - ? "0 W.A.
W/ 44 "0 EMBEDMENT
yss
x
HSS 5x5x4 BETWEEN)
., ,EAM,
SEE PLAN.
CDN
W
E-, Ix
r4 0
i)
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P-4x
U� ° �D
v� U)
E-
skl7z I
A R C H I T E C T S
3501 Griffin Road
Ft. Lauderdale, FL 33312
(954) 266 -2700 Fx: (954) 266 -2701
smz @szltzmichelson.com
AA- 0002897
BLISS & NYITRAY, INC.
CONSULTING ENGINEERS
Fla. Cert. No. El 674
51 S.W. LE JEUNE ROAD MIAMI, FLORIDA 33134
PHONE (305) 442 -7086 FACSIMILE (305) 442 -7092
www.bniengineers.com
George N. Khoury P.E. Fla. Reg. No. 55479
4" CAP PL
EXISTING COLUMNS
19 B O X LQU P P GR T
SCALE: 3/4 " =1' -0"
OP
-- J
. GgTHE BEST OF MY KNOWLEDGE, THE PLAN
� �- ,.:'.WAND SPECIFICATIONS COMPLY WITH THE
:_ ' `-•�' ",'=`_n�►PPLICABLE MINIMUM BUILDING CODES.
Project No.:
12, 3" 121,
1
-I-
Drawn By:
BASE R.4 "x6 "x0' -10"
..�-
4
w/ 4-1"0 A325N
HSS 4.00x.22Gx8s"
G. K.
• r
• w •
LONG
r «
32" O.D. NET
L V Y
r u
-12 -16 -33 PERM=T SET
•
`02 -06=04 B4U CE"r w
UPRIGHT POST
I I
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see*
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w
. U V «w•
u «
ri•••r
BY OTHERS
III
I I
o r
• fi i G• r
• o
V w•• V V U •v V
« r �
y V
- --
II
I'I
I I
I I
- -_
-
FINISH FL.
--
X X_-
I I
I'I
x X
x
X
DEPT.
I I
A
PIN
Q
N
" STIFF R EA.
TYP,
4
SIDE
I
"W"
BEAM,
SEE
PLAN.
VOLLEYBALL POST SUPPORT
SCALE: 3/4 " =1' -0"
9
BREAK OUT FACE SHELL
OF THE EXISTING 12" CMU
BLOCK, AND FILL SOLID
WITH CONCRETE PRIOR TO
• ; INSTALLING DECK SUPPORT
ANGLE1 1
�-X . W ' x x' x x
DECK SUPPORT .
N ANGLE PER
10/S4,1
" L4x4x =x2' -22"
s" STIFF. R � 1 -6 EACH SIDE
EACH SIDE
4
BEAMING 20 "02"
GIRDER AT EXISTING
AT SECOND FLOOR
SCALE: 3/4 " =1' -0"
5' -3" TO NEXT COL.
iD
CONNECT TO EXISTING
STRUCTURE PER 12/S3.1
I i i HSS 2x X4
18' -7" A.F.F. i i I I -------------------------- -
-
I
17' -11" A.F.F, I
I i 2 001 THREADED -r-�T `j i i - -- - '�X2x'k' TYP.
17 -1 A.F.F. I I ROD I r PLACE STUD FLUSH I I -- �- X55 1fi
1 WITH COLUMN I I - PROVIDE ONE
16' -3" A.F.F. i i I I I i- DIAGONAL AT
OL II
I I I I END SPAN
2".![ i 2" 1 1 = = =1 HSS 5x5x4
I I I c
TYP.
METAL STUDS ___-I i i FINISH BOARD
1 i i BY OTHERS 41_71
6"
I 1
4 =' PL 2xS "xo' -8" W/
13,_4„ A.F.F. i 1 �` --�h� 4 -4 „O W.A. W/4-
EMBEDMENT • 5” O.C.
2" 3" 2" /
I �
11' -5" A.F.F. i Rs6x1' -0" w/ HSS _ k�
HSS 6x4 4--i 0 A325N r
I + I SEE PLAN r + + 4
+ ~�
+ + HSS 2x2x4
9 -6 A.F.F. I I - --
I �N BEAM -
I
i'L i x7xO' -10" w/ 4 TYP. %/ 3 TYP. - 3 TYP.
I I 4 -4 "0 A325N / 1c PROVIDE ONE -
EXISTING DIAGONAL AT
3" 3" BEAM CONC. WALL END SPAN
17 BASKETBALL POST SUPPORT 18 BOXING BAG BRACKET SUPPORT 0
SCALE: 3/4 " =1' -O" PLAN VIEW SCALE: 3/4 " =1' -0"
NEW STEEL DECK
AT EXISTING BEAM
I
EXISTING 24x40
COLUMN BEYOND
BASE R5x9xo'
W/ 4 - ? "0 W.A.
W/ 44 "0 EMBEDMENT
yss
x
HSS 5x5x4 BETWEEN)
., ,EAM,
SEE PLAN.
CDN
W
E-, Ix
r4 0
i)
I� Z w
P-4x
U� ° �D
v� U)
E-
skl7z I
A R C H I T E C T S
3501 Griffin Road
Ft. Lauderdale, FL 33312
(954) 266 -2700 Fx: (954) 266 -2701
smz @szltzmichelson.com
AA- 0002897
BLISS & NYITRAY, INC.
CONSULTING ENGINEERS
Fla. Cert. No. El 674
51 S.W. LE JEUNE ROAD MIAMI, FLORIDA 33134
PHONE (305) 442 -7086 FACSIMILE (305) 442 -7092
www.bniengineers.com
George N. Khoury P.E. Fla. Reg. No. 55479
4" CAP PL
EXISTING COLUMNS
19 B O X LQU P P GR T
SCALE: 3/4 " =1' -0"
OP
-- J
. GgTHE BEST OF MY KNOWLEDGE, THE PLAN
� �- ,.:'.WAND SPECIFICATIONS COMPLY WITH THE
:_ ' `-•�' ",'=`_n�►PPLICABLE MINIMUM BUILDING CODES.
Project No.:
2003 -160 / BNI 0331
Drawn By:
H. G.
Checked By:
G. K.
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V Y w w
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REVISIONS:
LA FITNESS
1 01 -22 -04
DEPT.
ARLDG.
02 -27 -04
HAWING TITLE
STEEL
DETAELS
54.1