13-96-237W
J
8'x8' GONG. CAP
W12 -15 CONT.
#5V a 24' O.G. IN
GROUTED CELL5,
41' -10'
TOP OF ROOF _
i �
12 PC JT
M .d •.
TA DRILL IN 4 EPDXY
1" EMBED.
•
W11
6 -#5 HORIZ.
+�
N #5 f 's a 12 " O.C.
N
8: 12' WIDE GONG.
SECTION A COL. BEYOND
SCALE. 1'2' 1' -0'
8'x8' GONG. CAP
W/2 -#5 CONT.
#5V a 24" O.G. IN
3/4' RECESS GROUTED CELL5,
4th FLOOR
a OFFICES
,..� 20 FIG JT
12' WIDE GONG.
SE =CTION COL. BEYOND
SCALE: 1'2' • 1' -0' $ -'j
T 12' WIDE GONG.
• COL. BEYOND
1/2'0 P.T. BARRIER CABLE
a 4' O.C. HORIZ.
N •
�,�rn�U, •
N M V LC)
m m � .Z.Z +25'-0'
ZZZZZ
J ___I J J ___I �'(\
3rd FLOOR
BPCJT my
m G
kq UwYW ENP�QIn
ZHNZO CD LL U_U_U_U_
(.7 >- -W CCOQWWWWW
MU0nU..cl- d�CCof �of
0
W iA
L_ <A {A W
(D 1,- J iA U_ (A
(D 1,- Q J L L J
J Q — U CC] Q:: M
�o�V) �CLF_
����� -61�
SECTION C
SCALE: 1/2' - 1' -0' S --i
4 12' WIDE GONG.
• COL. BEYOND
•
•
N 12'0 P.T. BARRIER CABLE
�* a 4" O.C. HORIZ.
m
2nd FLOOR • ����
{-
SEE ARCH. DETAILS i 8 PC JT a 4' -6 '-
FOR EXT. WALL_ `
PANELS
SECTION D
SCALE: 1,2' • 1' -0' S -i
F O ECT. / - M.:
CONT. 3 -1/2' TOPPING
TO THE NORTH.
GROUTED CELLS,
+15' _oi�
2nd FLOOR
1 d°
-1 I
S PC JT a 4' -6" I
� a 1
M a
SECTION
SCALE: 1j2' . r -0'
+151
_011
„J m J
2' -m' i<
° , • '• • •
-=-- ---- - - - - -- -
8 PC JT a 4' -6' Cfl BPGJT
X DET,41L "X °_ "X..
2nd FLOOR O
SPCJT
<r
SECTION I-}
SCALE: 1'2' - 1' -0'
5EE 'J /5 -1' FOR TYP. BARRIER
WALL REINF'G.
13
2' -01
a A
•. • .
rn�V
`r 12 PC JT a 5'-V D.G. G
a
•e • • G
3PC15-14 BEYOND 1' -4'
SE=CTION
SCALE: 1,12' • r -0'
C
12"
8'
5EE "J/5 -1' FOR TYP. BARRIER
WALL REINF'G. ••
•
d
20 PC JT
G.C. TO PROVIDE DETAILED
SHOP DRAWINGS FOR ALL
P.T. BARRIER CABLES,
5LEEVE5, CLIPS,
ATTACHMENTS, END
ANCHORS, STRESSING INFO.,
ETC. FOR A/E REVIEW
(TYPICAL)
-v-
20 PC JT
M
h • .
.d 4•
1
•
1 •a
a•
:
N
FLAT (FLOOR)
COL
- - ,• -.
12'
FF20T
4' -8'
MAX.
\n (ELEVATION VIEW)
31/2" CLIP
VARIE5
•
a _
M2-12 PC JT
SECTION {�
1/2' • 1' -0' S --i
• G •.
• , • SCALE:
VARIES
5HE 'J /S -1' FOR TYP. BARRIER
WALL REINF'G.
20 PG JT
1/2'� P.T. BARRIER CABLE
o 4' O.C. HORIZ.
20 PC JT
-- a
• •r
8 PC JT a 4' -6' • a ° .
. 4P
_ 1 � i
. .0
i.
j 41 • A
2' m'
SE=CTION
SCALE: 1,12'
+15' -oil -
2nd FLOOR
Q
Q)
SECTION L
SCALE: 1' -0'
2 -12 PC JT
3/4' RECE
TYPICAL
TYPICAL 8' BARRIER WAL
REINFORCING:
#6V a 12' OC FULL HT. (1(o'
EMBED. IN THE BEAM).
#6V o 12' OC x 24' ABOVE
T.O.BM. 06' EMBED. IN THE
BEAM) IN BETWEEN THE FL
HT #6s.
##5 HORIZ. a 12' O.C.
5 HORIZ. 4 VERTICAL a 12"
SECTION C
SCALE: 1'2' ■ F -0' 5 --1
SECTION
SCALE: 1'2' • 1'-m' S -�
VARIE5 I =
SECTION
SCALE: V2'
CLIP L 4'x4'x3 /a'x0' -4
-" W /(1) -314' 0x6' LONG
JT a 5' -6' WEDGE A BOLT
L 4'x4'x3 /a' HANGER5-
a 5' -0' O.G. MAX.
FULLY WELDED TO
HORIZ. TUBE
WF -24
G
• Qd ° ♦
SECT ION
SCALE: 1'2' I' -0'
NOTE:
ALL REVISIONS CLOUDED ARE
ALL DIMENSIONS HAVE BEEN COORD.
W/ ARCH. (G.C. TO VERIFY)
L 5 "x5'x3 /8' CONT. WELDEI
TO H55 6x(o HORIZ. TUBE
SECTION
SCALE: 1�2' • 1'-0'
BETWEEN GRID 1 4 8
(1) -3/4'0 BOLT.
16' WIDE COL. BEYOND
i H55 6'x6'x3/6' HORIZ.
TUBE FULLY WELDED
TO 5TL E's a
COLUMNS EACH END.
AT COLUMN EACH END:
PROVIDE A 5/8'x10'x0' -I0' fE
FLUSH W /COL. FACE AND
3/4' ,Px8' LONG WELDED
HEADED STUDS.
3/4',P DRILLED HOLE
I" GAP 1 -#5V a 24' O.G.
EXTEND 4' INTO
8'x12' MIN, CONC. BM SOFFIT (NO EPDXY)
W/2-#5 TOP 4 BOT,
#3 TIES o 12' O.C. TYP.
TYF. EXT, NON LOAD E3RG
F3L0CK CONN. TO PC GONG. 5EA.M
♦Y 4 � T
GDK J0B #:1Cl2_A2F g
G.D. Klieger, Inc.
Consulting Structural Engineers
O 1909 Harrison St., Suite 204
Hollywood, Florida 33020 -5017
EO
Phone: (954) 923 -2111
EB 0004621 EMATI gkilegerOatt net
G S P �
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 M I T A N D
PARTNERS
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
•-
y0 7X
OD 4 o
•, ch a
78-
I Do -4)
40 uLo 2
Im
CU
U�
0 �- L c j
W in
GE RSH KUEGE PE
(FL P 38109)
i
MAR 2 9 2013
REVISION
u
o
X
C)
�
2/01/2013
T
CO
3/15/2013
m
T
-0
In
-0
N
>
C
Y
O
3
U
L
o
a�
a
L
-C
C1
CD
U
Q
8'x8' GONG. CAP
W12 -15 CONT.
#5V a 24' O.G. IN
GROUTED CELL5,
41' -10'
TOP OF ROOF _
i �
12 PC JT
M .d •.
TA DRILL IN 4 EPDXY
1" EMBED.
•
W11
6 -#5 HORIZ.
+�
N #5 f 's a 12 " O.C.
N
8: 12' WIDE GONG.
SECTION A COL. BEYOND
SCALE. 1'2' 1' -0'
8'x8' GONG. CAP
W/2 -#5 CONT.
#5V a 24" O.G. IN
3/4' RECESS GROUTED CELL5,
4th FLOOR
a OFFICES
,..� 20 FIG JT
12' WIDE GONG.
SE =CTION COL. BEYOND
SCALE: 1'2' • 1' -0' $ -'j
T 12' WIDE GONG.
• COL. BEYOND
1/2'0 P.T. BARRIER CABLE
a 4' O.C. HORIZ.
N •
�,�rn�U, •
N M V LC)
m m � .Z.Z +25'-0'
ZZZZZ
J ___I J J ___I �'(\
3rd FLOOR
BPCJT my
m G
kq UwYW ENP�QIn
ZHNZO CD LL U_U_U_U_
(.7 >- -W CCOQWWWWW
MU0nU..cl- d�CCof �of
0
W iA
L_ <A {A W
(D 1,- J iA U_ (A
(D 1,- Q J L L J
J Q — U CC] Q:: M
�o�V) �CLF_
����� -61�
SECTION C
SCALE: 1/2' - 1' -0' S --i
4 12' WIDE GONG.
• COL. BEYOND
•
•
N 12'0 P.T. BARRIER CABLE
�* a 4" O.C. HORIZ.
m
2nd FLOOR • ����
{-
SEE ARCH. DETAILS i 8 PC JT a 4' -6 '-
FOR EXT. WALL_ `
PANELS
SECTION D
SCALE: 1,2' • 1' -0' S -i
F O ECT. / - M.:
CONT. 3 -1/2' TOPPING
TO THE NORTH.
GROUTED CELLS,
+15' _oi�
2nd FLOOR
1 d°
-1 I
S PC JT a 4' -6" I
� a 1
M a
SECTION
SCALE: 1j2' . r -0'
+151
_011
„J m J
2' -m' i<
° , • '• • •
-=-- ---- - - - - -- -
8 PC JT a 4' -6' Cfl BPGJT
X DET,41L "X °_ "X..
2nd FLOOR O
SPCJT
<r
SECTION I-}
SCALE: 1'2' - 1' -0'
5EE 'J /5 -1' FOR TYP. BARRIER
WALL REINF'G.
13
2' -01
a A
•. • .
rn�V
`r 12 PC JT a 5'-V D.G. G
a
•e • • G
3PC15-14 BEYOND 1' -4'
SE=CTION
SCALE: 1,12' • r -0'
C
12"
8'
5EE "J/5 -1' FOR TYP. BARRIER
WALL REINF'G. ••
•
d
20 PC JT
G.C. TO PROVIDE DETAILED
SHOP DRAWINGS FOR ALL
P.T. BARRIER CABLES,
5LEEVE5, CLIPS,
ATTACHMENTS, END
ANCHORS, STRESSING INFO.,
ETC. FOR A/E REVIEW
(TYPICAL)
-v-
20 PC JT
M
h • .
.d 4•
1
•
1 •a
a•
:
N
FLAT (FLOOR)
COL
- - ,• -.
12'
FF20T
4' -8'
MAX.
\n (ELEVATION VIEW)
31/2" CLIP
VARIE5
•
a _
M2-12 PC JT
SECTION {�
1/2' • 1' -0' S --i
• G •.
• , • SCALE:
VARIES
5HE 'J /S -1' FOR TYP. BARRIER
WALL REINF'G.
20 PG JT
1/2'� P.T. BARRIER CABLE
o 4' O.C. HORIZ.
20 PC JT
-- a
• •r
8 PC JT a 4' -6' • a ° .
. 4P
_ 1 � i
. .0
i.
j 41 • A
2' m'
SE=CTION
SCALE: 1,12'
+15' -oil -
2nd FLOOR
Q
Q)
SECTION L
SCALE: 1' -0'
2 -12 PC JT
3/4' RECE
TYPICAL
TYPICAL 8' BARRIER WAL
REINFORCING:
#6V a 12' OC FULL HT. (1(o'
EMBED. IN THE BEAM).
#6V o 12' OC x 24' ABOVE
T.O.BM. 06' EMBED. IN THE
BEAM) IN BETWEEN THE FL
HT #6s.
##5 HORIZ. a 12' O.C.
5 HORIZ. 4 VERTICAL a 12"
SECTION C
SCALE: 1'2' ■ F -0' 5 --1
SECTION
SCALE: 1'2' • 1'-m' S -�
VARIE5 I =
SECTION
SCALE: V2'
CLIP L 4'x4'x3 /a'x0' -4
-" W /(1) -314' 0x6' LONG
JT a 5' -6' WEDGE A BOLT
L 4'x4'x3 /a' HANGER5-
a 5' -0' O.G. MAX.
FULLY WELDED TO
HORIZ. TUBE
WF -24
G
• Qd ° ♦
SECT ION
SCALE: 1'2' I' -0'
NOTE:
ALL REVISIONS CLOUDED ARE
ALL DIMENSIONS HAVE BEEN COORD.
W/ ARCH. (G.C. TO VERIFY)
L 5 "x5'x3 /8' CONT. WELDEI
TO H55 6x(o HORIZ. TUBE
SECTION
SCALE: 1�2' • 1'-0'
BETWEEN GRID 1 4 8
(1) -3/4'0 BOLT.
16' WIDE COL. BEYOND
i H55 6'x6'x3/6' HORIZ.
TUBE FULLY WELDED
TO 5TL E's a
COLUMNS EACH END.
AT COLUMN EACH END:
PROVIDE A 5/8'x10'x0' -I0' fE
FLUSH W /COL. FACE AND
3/4' ,Px8' LONG WELDED
HEADED STUDS.
3/4',P DRILLED HOLE
I" GAP 1 -#5V a 24' O.G.
EXTEND 4' INTO
8'x12' MIN, CONC. BM SOFFIT (NO EPDXY)
W/2-#5 TOP 4 BOT,
#3 TIES o 12' O.C. TYP.
TYF. EXT, NON LOAD E3RG
F3L0CK CONN. TO PC GONG. 5EA.M
♦Y 4 � T
GDK J0B #:1Cl2_A2F g
G.D. Klieger, Inc.
Consulting Structural Engineers
O 1909 Harrison St., Suite 204
Hollywood, Florida 33020 -5017
EO
Phone: (954) 923 -2111
EB 0004621 EMATI gkilegerOatt net
G S P �
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 M I T A N D
PARTNERS
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
•-
y0 7X
OD 4 o
•, ch a
78-
I Do -4)
40 uLo 2
Im
CU
U�
0 �- L c j
W in
GE RSH KUEGE PE
(FL P 38109)
i
MAR 2 9 2013
REVISION
No. - Date - Revision
01
2/01/2013
ADDENDUM #1
®
3/15/2013
BD COMMENTS RESP
SECTIONS & DETAILS
Sz=7
FILE : K- 12059- S -7.dwg
PROJECT: 29080.00
DATE: 12/14/2012