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5'X5' GONG. CAP
W/2-15 CONT.
#5V 0 24" O.C. IN
GROUTED CELLS,
41'- 10' 6--'!
TOP OF ROOF _ --- �---�-
I �
• 12 PC JT
C11 d DRILL IN 4 EPDXY
7' EMBED.
6 -#5 HORIZ.
I '
�L
#5 F'S 0 12' O.G.
N
5° 12' WIDE GONG.
SECTION COL. BEYOND
SCALE: V2' = r -m'
5'x5' CONC. CAP
W/2 -#5 CONT.
3/4' RECE
+25' -0'
3rd FLOOR
?n Pr . IT
1
12' WIDE CONG,
COL. BEYOND
SECTION 8
SCALE: t2' - r -m' S -1
4"
12' WIDE GONG.
• COL. BEYOND
E 4 112'0 P.T. BARRIER CABLE
• o 4' O.G. HORIZ.
N •
d7 —v-
S PC; JT Ilzv
m d
SECTION I I C
SCALE: 1'2' ■ i'
4' 12' WIDE GONG.
• COL. BEYOND
1i2'� P.T. BARRIER CABLE
: e 4' O.C. HORIZ.
SEE ARCH. DETAILS I S PC JT v 4' -(o",
FOR EXT. WALL_ ;
PANELS
F ON c. /-
CONT. 3 -1/2' TOPPING
TO THE NORTH.
I_ .I x
GROUTED CELLS,
2nd FLOOR
• d
a-
-, r
5 PC JT a 4' -6' !•,
-v d
Ln d
1' -4'
SECTION
SCALE: t12' - r -m'
-oil
�N
�j mJ
2nd FLOOR .
�r
SPCJT
SECTION
.,
. .
-- - - - - -- acv
5 PC JT a 4' -6' m
SPCJT
44 X DETAIL °Xn—uXn
SCALE: V2' • t' -m' S -�
13
2' -m'
�I— �.o -1•+ p� I vlv1� 1r_4A
SECTION
SCALE: 1/2' = r -m'
C
12'
S"
SEE 'J /5 -l' FOR TYP. BARRIER
WALL REINF'G. •.
N
d • -
<r- " d 4.'
20 PC JT 1.
e
i
.d
d
�.2' -0"
G.G. TO PROVIDE DETAILED
SHOP DRAWINGS FOR ALL
P.T. BARRIER CABLES,
SLEEVES, CLIPS,
ATTACHMENTS, END
ANCHORS, STRESSING INFO.,
ETC. FOR A/E REVIEW
(TYPICAL)
SECTION D 20 PC JT
SCALE: 1/2'
M
_,d � •
A • .• _
12'
20 PC JT
MAX.
12' 6'
rn
5'
+1tI -oil
SEE 'J /S -7' FOR TYP. BARRIER 2nd FLOOR
WALL REINF'G. ,
:;
�v m
:. S
20 PC JT i•
r.
C'f,
TYPICAL ON BAI
REINFORCING:
#6V 0 12' OC FUI
/ EMBED. IN THE
#6V @12'CCx;
T.O.BM. (16' EME
BEAM) IN BETWE
HT #6s.
#5 HORIZ. 0 12' O.C.
#5 HORIZ. k VERTICAL 6 12'
O.C. (EXT. FACE OF WALL)
CON5T. (ISOLATION) JOINT
11430' LONG DOWELS
e 16" O.C. 4' EMBED
VARIE5 IN 15 SLEEVE (NO
° d• • ° • EPDXY)
3112 " d QP
2-12 PC JT
1/2'0 P.T. BARRIER CABLE • 11�� =� I_ 1 - !
-� .I1�= 1�1�II_I�I-
4' O.C. HORIZ.
-P III -1 I I —� I I II I I:
•
5'x12' GONG. CAP---'
W/2 -#5 TOP 8 BOT,
•
13 T I E 5 Q 12' O.C.
- . - �• ,d. • , . • . , , ... • #5V � 24" O.G. FILL ALL
�� . • BLOCK CELLS W /GROUT.
20 PG JT
SECTION
SCALE: t'2' • r -m'
d.- --
20 PC JT 0 5' -5'
SECTION
SCALE: t-2' •
8 SEE OTHER SECTIONS FOR
GONG. RAILING WALL BEYOND
#5 12' O.C. TOP 4' -0' LONG
' X GL1P L 4 "X4'X3�$ "X0'-4
W /(I)-3/4'�x( ' LONG
12 P JT 5' -6' WEDGE A BOLT
FT
L 4'x4'x3i$' HANGERS -
�I I -#5 OP 4 BOT. @ 5' -0' O.G. MAX.
CONT. FULLY WELDED TO
��
HORIZ. TUBE
L 5'x5'x3i8' CONT. WELDED-,
TO H55 6x6 HORIZ. TUBE
FLAT (FLOOR) - �' cL • L • 9-20
e.
DRILL IN 4 EMBED. STEP SLOPING SECTION j" I
REBAR5 4" BLOCK WALL SCALE: t•2'
GONG. CAP BEAM
5'x12' MIN. GONG, BM V 24' O.G. IN
W/2 -#5 TOP $ BOT
#3 TIES 12' O.C. TYP. MASONRY GROUTED 3/4" RECE55
VARIES CELLS TYPICAL
:.
SEE 'J/5-l' FOR TYP.
BARRIER WALL REINF'G. . +O O
(ELEVATION VIEW)
31/2' CLIP
VARIE5
•
• t d° • ,
• d _
2 -12 PC JT GROIN
0.0 SECTION {�
„ d
i :SCALE: t'2' =
d Q
`Y '• A
6 GONG, SLAB ON
GRADE (VARIES W /RAMP
SLOPE)
Y -i••
1- #5 CONT. I -1 i I —I i I— III — III —I 11 -1 i I —I
—I I I—I I MI I I—I I I—I I I—I I I —I 1I-
„III -III III I I 1 -1 11 -1 I I -1 11 -1 1(-
FLOOR
- 15 V 0 24' O.C.
IN GROUTED CELLS
A a WF-20
SECTION
SCALE: V2' = r -m' S -1
11 . d
. d
d
_ • e •d
IN II l ,• •, d,° .d
I -1 I 1 —I I I-
1111 IIIIIIII ;I ;,111,;,111,; I'
24'
SECTION p
SCALE: t'2' . t' -m' S -1
NOTE:
ALL REVISIONS CLOUDED ARE
ALL DIMENSIONS HAVE BEEN WORD.
W/ ARCH. (G.C. TO VERIFY)
BETWYEGf E ID 1 4 5
+15' -0"
D G p D
d
t,
e
BOLT.
I6' WIDE COL. BEYOND
i H55 6'x6'As" HORIZ.
TUBE FULLY WELDED
TO 5TL fE'5 0
COLUMNS EACH END.
AT COLUMN EACH END:
PROVIDE A 5VAO "x0' -10" fe
FLUSH W /COL. FACE AND
3/4'�x8' LONG WELDED
SECTION j= HEADED STUDS. =�
SCALE: V2. 1= SoLff F�'fi�Ji
DING DEPT.
-Li; AL SECTION
I' GAPS
S 'xl2' MIN. GONG. BM'
W/2-15 TOP 8 BOT,
#3 TIES 0 12' O.C. TYP.
D p P D •_
s
e
3/4'0 DRILLED HOLE
1 -#5V a 24' O.C.
EXTEND 4' INTO
SOFFIT (NO EPDXY)
T-
1 .
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
SMITH 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
IB26000797/1. C26000381
G.D. Klieger, Inc.
Consulting Structural Engineers
1909 Harrison St., Suite 204
Hollywood, Florida 33020 -5017
Phone: (954) 923 -2111
EMAIL: gkUeger®att.net
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MIS
GERSHON KLIEGER, PE
(FL. PE #36109)
L L
REVISION
No. - Date - Revision
®
2/01/2013
ADDENDUM #1
®
d
BD COMMENTS RESP
Q
3/29/2013
CITY COMM. RESP.
SECTION
SCALE: t-2' •
8 SEE OTHER SECTIONS FOR
GONG. RAILING WALL BEYOND
#5 12' O.C. TOP 4' -0' LONG
' X GL1P L 4 "X4'X3�$ "X0'-4
W /(I)-3/4'�x( ' LONG
12 P JT 5' -6' WEDGE A BOLT
FT
L 4'x4'x3i$' HANGERS -
�I I -#5 OP 4 BOT. @ 5' -0' O.G. MAX.
CONT. FULLY WELDED TO
��
HORIZ. TUBE
L 5'x5'x3i8' CONT. WELDED-,
TO H55 6x6 HORIZ. TUBE
FLAT (FLOOR) - �' cL • L • 9-20
e.
DRILL IN 4 EMBED. STEP SLOPING SECTION j" I
REBAR5 4" BLOCK WALL SCALE: t•2'
GONG. CAP BEAM
5'x12' MIN. GONG, BM V 24' O.G. IN
W/2 -#5 TOP $ BOT
#3 TIES 12' O.C. TYP. MASONRY GROUTED 3/4" RECE55
VARIES CELLS TYPICAL
:.
SEE 'J/5-l' FOR TYP.
BARRIER WALL REINF'G. . +O O
(ELEVATION VIEW)
31/2' CLIP
VARIE5
•
• t d° • ,
• d _
2 -12 PC JT GROIN
0.0 SECTION {�
„ d
i :SCALE: t'2' =
d Q
`Y '• A
6 GONG, SLAB ON
GRADE (VARIES W /RAMP
SLOPE)
Y -i••
1- #5 CONT. I -1 i I —I i I— III — III —I 11 -1 i I —I
—I I I—I I MI I I—I I I—I I I—I I I —I 1I-
„III -III III I I 1 -1 11 -1 I I -1 11 -1 1(-
FLOOR
- 15 V 0 24' O.C.
IN GROUTED CELLS
A a WF-20
SECTION
SCALE: V2' = r -m' S -1
11 . d
. d
d
_ • e •d
IN II l ,• •, d,° .d
I -1 I 1 —I I I-
1111 IIIIIIII ;I ;,111,;,111,; I'
24'
SECTION p
SCALE: t'2' . t' -m' S -1
NOTE:
ALL REVISIONS CLOUDED ARE
ALL DIMENSIONS HAVE BEEN WORD.
W/ ARCH. (G.C. TO VERIFY)
BETWYEGf E ID 1 4 5
+15' -0"
D G p D
d
t,
e
BOLT.
I6' WIDE COL. BEYOND
i H55 6'x6'As" HORIZ.
TUBE FULLY WELDED
TO 5TL fE'5 0
COLUMNS EACH END.
AT COLUMN EACH END:
PROVIDE A 5VAO "x0' -10" fe
FLUSH W /COL. FACE AND
3/4'�x8' LONG WELDED
SECTION j= HEADED STUDS. =�
SCALE: V2. 1= SoLff F�'fi�Ji
DING DEPT.
-Li; AL SECTION
I' GAPS
S 'xl2' MIN. GONG. BM'
W/2-15 TOP 8 BOT,
#3 TIES 0 12' O.C. TYP.
D p P D •_
s
e
3/4'0 DRILLED HOLE
1 -#5V a 24' O.C.
EXTEND 4' INTO
SOFFIT (NO EPDXY)
T-
1 .
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
SMITH 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
IB26000797/1. C26000381
G.D. Klieger, Inc.
Consulting Structural Engineers
1909 Harrison St., Suite 204
Hollywood, Florida 33020 -5017
Phone: (954) 923 -2111
EMAIL: gkUeger®att.net
.` b,
t �
i5_ W Q
•� co R
M
/�
W 19 0
. p.
a
��
vo X
CrI
CL
to
'� LU o
cn
MIS
GERSHON KLIEGER, PE
(FL. PE #36109)
L L
REVISION
No. - Date - Revision
®
2/01/2013
ADDENDUM #1
®
3/15/2013
BD COMMENTS RESP
Q
3/29/2013
CITY COMM. RESP.
T�F. EXT. NON LOAD ERG SECTIONS &DETAILS
E3 OCK CONN. TO FC CON. BEAM
GDK J0B #:KI2.059
G.D. Klieger, Inc.
Consulting Structural Engineers S�7
0 1909 Harrison St., Suite 204
Hollywood, Florida 33020 -5017
Phone: (954) 923 -2111 FILE: K- 12059- s -7.dwg
PROJECT: 29080.00
MAR 2 9 2013 » 0004821 EMAIL: gkliegerOntt.net DATE : 1 2 / 1 4 / 2 012