13-96-242X �
Q� Q
'A'.0'A
N M Q U-)
M M ME M M
ZZZZZ
J J J J J
EA 1fl ffl (A EA
2 _jUw7Y W ENP�V lIl
lL li LL. LL. U_
noU_a-�aa.O����
fl Ff? :A iA Hi fA iA iA fA [fT iii
a
i1 W J 'A EA fA
- a J U_ J
Q —Uco Of co
fl iA iA V3 iA EA
3/4' RECE
yc
A .-.. -. r 0- Sk It
X 115ECTION ,4
SCALE: 412' ■ 1' -0' S -8
m
435,- ON
4th FLOOR
PARKING
ZT
SEE 'J /S -l' FOR TYP. BARRIER
II ' WALL RE INF'G.
16'
20 PC JT e 5' -B'
M
BUILT -UP
IDETAIL "X" - "X'1
SEE FLOOR PLAN FOR SLOPING
SECTION p
SCALE: 1/2' • I' -0'
SLOPE DN SECTION E
+50' -0' SCALE= t12' - 1' -0' S -8
• •
15n's 12' O.G. TOP 4 BOT, 114" RECESS
• #4 12' O.C. TEMP. TOP k BOT. +41' -10" Is DOOR
�� �� SLOPE 1 /4'/FT ,
_ d ______ _______________ _ +35 -S
• - -- -- - - -- -- —�- —i- -- -- -- 4th FLOOR
.. �.
" GONG. BEAM
1
DRILL IN 8 EPDXY I 20 PC JT W12 - #6 TOP 8 BOT.
•• d 31/2' EMBED. • . #3 TIES, 606' E.E.
#5V 'a 24' O.C. IN BALANCE 10 O.G.
GROUTED CELLS.
Vx12' GONG. BEAM
W/2 - % TOP 4 BOT.
#3 TIES, 606" E.E.
BALANCE 0 10'O.C.
SE CT I ON }-I
SCALE:
1/4' REGE
SEE ARCH. PLAN SEE ARCH. PLAN
FOR SLOPE FOR SLOPE
2'- 0 1
SECTION 8
SCALE: t12' 1' -0' $ -$
15" SLOPE DN
e
+49' -2' TYP. Q C
�5
V
Rc
SECTION C
SCALE: t�2' I' -0' S-8
60 SLOPE DN
20 PC JT
Vx12'
SLOPE 1i4'/FT
20 PC JT
' 1
d L
SE CT I ON
SCALE:
(ON SHT 5-4)
NSS 5 "x5'x3 /a'
4�' -10'
. O.
12 PC JT
+35'-v
4th FLOOR
SECTION L
SCALE: t�2' S -8
L 6'x4'x114'xl' -4' CENTERED W/
Q GONG. COL. W/ (3)- 3/4'0x41/2" LONG
0 WEDGE A. BOLTS 0 511/2' APART.
d • d
d
6' GONG. SLAB ON
W /6x6 W2.4xW2.4 W.WJ
20 PC JT
C; C. T.B. -f SLIP T BETWEEN
L e LONG.
CONC. COL.
NON LOAD BRG BLOCK WALL
SECT I ON N
SCALE: t'2' ■
S'x8" GONG. CAP
/ W/2 - #5 CONT.
#5V 6 24" O.C. IN
GROUTED CELLS,
51-51
SECTION M
SCALE: t2'
SECTION {�
SCALE: 112' ■ 1' -0' S -8
N
m
DROP GONG. TO TOP OF
WALL FTG W/2 -#5 CONT.
UP-24
SECTION p
SCALE: L2' • 1' -0' S -8
CYEYOND
u
+50'-0'
12'
+50' -0'
SI
GONG. SLAB "
W / #4 Q 12' O.C. TEMP.
"5 V a 24' O.C. IN TOP $ BOT.
GROUTED CELLS,
1 /2'x8'xO'-8" CAP 1`
W/ (4)- 112'0x6' LONG
WELDED HEADED STUDS
H55 4'x4'x1l/2' FULLY WELDED TO BASE fE
W/ 51$'x6' WIDE x0' -8' BASE fE
W /(2) -3/4'0 WELDED HEADED STUDS
3' LONG
+35' -S'
• , '^�� 4th FLOOR
U2, PC JT 6' -6'
SECTION {C
SCALE: t2' • 11-0' S -8
NSS 6'x4'x318"
F—V(3 SIDES)
GONG. COL. BEYOND +11' -0'
B.T. BARRIER CABLE
0 4" O.C. HORIZ. H55 6'x4'Aa'
• #5 Q 12' O.C. TOP
• x6' -O'
• +25' -0'
3rd FLOOR
(2) 20 PC JT
i
J10F
SCALE: V2' I' -0' S -8
+52' -7"
3
2-#1 TOP CONT.
�� - - - -__
-#5 6" O.C. _ ti -�'I /�1 - -2 -#1 TOP (2nd LAYER)
TOP 4 BOT. , -r��- , I �
I 'i I I ELEVATOR WALL
BEYOND
I I I I I I 11 I j #3 TIES 6" O.G.
I I
d
TILEVER 4' SLAB
5' -0' 6' _
(SLOPING BEAM TIES) °
20 PC JT
ELEVATOR WALL
BEYOND
T
[0
T
m
m
m
-0
Q)
>
C
O
3
U
L
0
N
Q
L
L
a
CD
U
a
'A'.0'A
N M Q U-)
M M ME M M
ZZZZZ
J J J J J
EA 1fl ffl (A EA
2 _jUw7Y W ENP�V lIl
lL li LL. LL. U_
noU_a-�aa.O����
fl Ff? :A iA Hi fA iA iA fA [fT iii
a
i1 W J 'A EA fA
- a J U_ J
Q —Uco Of co
fl iA iA V3 iA EA
3/4' RECE
yc
A .-.. -. r 0- Sk It
X 115ECTION ,4
SCALE: 412' ■ 1' -0' S -8
m
435,- ON
4th FLOOR
PARKING
ZT
SEE 'J /S -l' FOR TYP. BARRIER
II ' WALL RE INF'G.
16'
20 PC JT e 5' -B'
M
BUILT -UP
IDETAIL "X" - "X'1
SEE FLOOR PLAN FOR SLOPING
SECTION p
SCALE: 1/2' • I' -0'
SLOPE DN SECTION E
+50' -0' SCALE= t12' - 1' -0' S -8
• •
15n's 12' O.G. TOP 4 BOT, 114" RECESS
• #4 12' O.C. TEMP. TOP k BOT. +41' -10" Is DOOR
�� �� SLOPE 1 /4'/FT ,
_ d ______ _______________ _ +35 -S
• - -- -- - - -- -- —�- —i- -- -- -- 4th FLOOR
.. �.
" GONG. BEAM
1
DRILL IN 8 EPDXY I 20 PC JT W12 - #6 TOP 8 BOT.
•• d 31/2' EMBED. • . #3 TIES, 606' E.E.
#5V 'a 24' O.C. IN BALANCE 10 O.G.
GROUTED CELLS.
Vx12' GONG. BEAM
W/2 - % TOP 4 BOT.
#3 TIES, 606" E.E.
BALANCE 0 10'O.C.
SE CT I ON }-I
SCALE:
1/4' REGE
SEE ARCH. PLAN SEE ARCH. PLAN
FOR SLOPE FOR SLOPE
2'- 0 1
SECTION 8
SCALE: t12' 1' -0' $ -$
15" SLOPE DN
e
+49' -2' TYP. Q C
�5
V
Rc
SECTION C
SCALE: t�2' I' -0' S-8
60 SLOPE DN
20 PC JT
Vx12'
SLOPE 1i4'/FT
20 PC JT
' 1
d L
SE CT I ON
SCALE:
(ON SHT 5-4)
NSS 5 "x5'x3 /a'
4�' -10'
. O.
12 PC JT
+35'-v
4th FLOOR
SECTION L
SCALE: t�2' S -8
L 6'x4'x114'xl' -4' CENTERED W/
Q GONG. COL. W/ (3)- 3/4'0x41/2" LONG
0 WEDGE A. BOLTS 0 511/2' APART.
d • d
d
6' GONG. SLAB ON
W /6x6 W2.4xW2.4 W.WJ
20 PC JT
C; C. T.B. -f SLIP T BETWEEN
L e LONG.
CONC. COL.
NON LOAD BRG BLOCK WALL
SECT I ON N
SCALE: t'2' ■
S'x8" GONG. CAP
/ W/2 - #5 CONT.
#5V 6 24" O.C. IN
GROUTED CELLS,
51-51
SECTION M
SCALE: t2'
SECTION {�
SCALE: 112' ■ 1' -0' S -8
N
m
DROP GONG. TO TOP OF
WALL FTG W/2 -#5 CONT.
UP-24
SECTION p
SCALE: L2' • 1' -0' S -8
CYEYOND
u
+50'-0'
12'
+50' -0'
SI
GONG. SLAB "
W / #4 Q 12' O.C. TEMP.
"5 V a 24' O.C. IN TOP $ BOT.
GROUTED CELLS,
1 /2'x8'xO'-8" CAP 1`
W/ (4)- 112'0x6' LONG
WELDED HEADED STUDS
H55 4'x4'x1l/2' FULLY WELDED TO BASE fE
W/ 51$'x6' WIDE x0' -8' BASE fE
W /(2) -3/4'0 WELDED HEADED STUDS
3' LONG
+35' -S'
• , '^�� 4th FLOOR
U2, PC JT 6' -6'
SECTION {C
SCALE: t2' • 11-0' S -8
NSS 6'x4'x318"
F—V(3 SIDES)
GONG. COL. BEYOND +11' -0'
B.T. BARRIER CABLE
0 4" O.C. HORIZ. H55 6'x4'Aa'
• #5 Q 12' O.C. TOP
• x6' -O'
• +25' -0'
3rd FLOOR
(2) 20 PC JT
i
J10F
SCALE: V2' I' -0' S -8
+52' -7"
3
2-#1 TOP CONT.
�� - - - -__
-#5 6" O.C. _ ti -�'I /�1 - -2 -#1 TOP (2nd LAYER)
TOP 4 BOT. , -r��- , I �
I 'i I I ELEVATOR WALL
BEYOND
I I I I I I 11 I j #3 TIES 6" O.G.
I I
d
TILEVER 4' SLAB
5' -0' 6' _
(SLOPING BEAM TIES) °
20 PC JT
ELEVATOR WALL
BEYOND
4005162 -68 (33 K51) 'a 12' O.C.
W/ (2)- 112 -14 SCREWS TO TRACK
a EACH END
400T125 -68 (33KS1)
W/ #12 -14 HWH a 12" O.C.
NOTE:
ALL REVISIONS CLOUDED ARE ,&
ALL DIMENSIONS HAVE BEEN COORD.
lU/ ARCN. IG.G. 70 VERIFY.)
SECTION
SCALE: t'2' 1' -0'
CONG. COL. BEYOND
/#5 6 12' O.C. TOP
x6' -O'
—(2) 20 PC JT
3 e
(U 1 4 0x6 u EMBED
WEDGE A BOLT
..� +41'-10'
#5V024 "O.C.IN
GROUTED CELLS,
DRILL IN & EPDXY
Vx12" GONG. BEAM
W12-1(o TOP 4 BOT.
#3 TIES, 666' E.E.
BALANCE a 10'O-C.
S -8
+15'-0'
2nd FLOOR
#5 V 'a 24" O.G. IN
GROUTED CELLS,
DRILL IN & EPDXY
31/2' EMBED.
S'xl6' GONG. BEAM
W12 - #6 TOP 4 BOT.
.} #3 TIES, 6@6" E.E.
VERT. L4 "x4'x3/g" .. +10' -0 "BALANCE a 10'0.(;
FULLY WELDED TO
HORIZ. NSS 6x6
I I NSS 4 "x4 "x12'
1 /2'xVxO' -S' CAP E /ERT.
W/ (4)- 1i2'�x6' LONG
WELDED HEADED STUDS
SECTION
SCALE: L2' ■ r -0' S -8
-�" 3/,"x12'X1'-0' BASE fF_
AB W /(4) 314 "Oxl2' EMB. J
ANCHOR OLTS
I
I
1' SHIM AS REQ'D.
F -300
GDK JOB #:FC �✓`�
G.D. Klieger, Inc.
Consulting Structural Engineers
0 1909 Harrison St., Suite 204
Hollywood, Florida 33020 -5017
EO
Phone: (954) 923 -2111
EB 0004821 EMAIL gkliegermatt.net
w
,i
0
Design Services
For The Built
Environment
■
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
■
G R E S H A M
S I T H AND
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9100
FIRM'S FLORIDA
CERT. NO.
AAP000034 /CA3806
IB26000797/LC26000381
G.D. Klieger, Inc.
Consulting Structural Engineers
1909 Harrison St., Suite 204
Hollywood, Florida 33020 -5017
Phone: (954) 923 -2111
EMAIL: gklieger®att.net'
.� tv IN*,
C t5 m
%� w Q
�0
sonn m o
CM
Cm
en
cv
O �XX- in j
C: W o
ri �
S
GERSHON KLIEGER, PE -
(FL. PE 36109)
G; IL
_ a
0 �=
..2 2013'
REVISION
No. - Date - Revision
Ol 2/01/2013 ADDENDUM #1
SECTIONS & DETAILS
S MM8
FILE : K- 12059- S -8.dwg
PROJECT: 29080.00
DATE: 12/14/2012
[0
in
4005162 -68 (33 K51) 'a 12' O.C.
W/ (2)- 112 -14 SCREWS TO TRACK
a EACH END
400T125 -68 (33KS1)
W/ #12 -14 HWH a 12" O.C.
NOTE:
ALL REVISIONS CLOUDED ARE ,&
ALL DIMENSIONS HAVE BEEN COORD.
lU/ ARCN. IG.G. 70 VERIFY.)
SECTION
SCALE: t'2' 1' -0'
CONG. COL. BEYOND
/#5 6 12' O.C. TOP
x6' -O'
—(2) 20 PC JT
3 e
(U 1 4 0x6 u EMBED
WEDGE A BOLT
..� +41'-10'
#5V024 "O.C.IN
GROUTED CELLS,
DRILL IN & EPDXY
Vx12" GONG. BEAM
W12-1(o TOP 4 BOT.
#3 TIES, 666' E.E.
BALANCE a 10'O-C.
S -8
+15'-0'
2nd FLOOR
#5 V 'a 24" O.G. IN
GROUTED CELLS,
DRILL IN & EPDXY
31/2' EMBED.
S'xl6' GONG. BEAM
W12 - #6 TOP 4 BOT.
.} #3 TIES, 6@6" E.E.
VERT. L4 "x4'x3/g" .. +10' -0 "BALANCE a 10'0.(;
FULLY WELDED TO
HORIZ. NSS 6x6
I I NSS 4 "x4 "x12'
1 /2'xVxO' -S' CAP E /ERT.
W/ (4)- 1i2'�x6' LONG
WELDED HEADED STUDS
SECTION
SCALE: L2' ■ r -0' S -8
-�" 3/,"x12'X1'-0' BASE fF_
AB W /(4) 314 "Oxl2' EMB. J
ANCHOR OLTS
I
I
1' SHIM AS REQ'D.
F -300
GDK JOB #:FC �✓`�
G.D. Klieger, Inc.
Consulting Structural Engineers
0 1909 Harrison St., Suite 204
Hollywood, Florida 33020 -5017
EO
Phone: (954) 923 -2111
EB 0004821 EMAIL gkliegermatt.net
w
,i
0
Design Services
For The Built
Environment
■
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson
Jacksonville Louisville
Memphis Nashville
Richmond Tampa
■
G R E S H A M
S I T H AND
P A R T N E R S
6030 Hollywood Blvd.
Suite 210
Hollywood, Florida 33024
954.981.9100
FIRM'S FLORIDA
CERT. NO.
AAP000034 /CA3806
IB26000797/LC26000381
G.D. Klieger, Inc.
Consulting Structural Engineers
1909 Harrison St., Suite 204
Hollywood, Florida 33020 -5017
Phone: (954) 923 -2111
EMAIL: gklieger®att.net'
.� tv IN*,
C t5 m
%� w Q
�0
sonn m o
CM
Cm
en
cv
O �XX- in j
C: W o
ri �
S
GERSHON KLIEGER, PE -
(FL. PE 36109)
G; IL
_ a
0 �=
..2 2013'
REVISION
No. - Date - Revision
Ol 2/01/2013 ADDENDUM #1
SECTIONS & DETAILS
S MM8
FILE : K- 12059- S -8.dwg
PROJECT: 29080.00
DATE: 12/14/2012