13-96-2281 1.1 2 2.1 3 5 5.1 6 8 10 11 12 15 16 17 20 21 23 24
194' -0'
1 2'. -0' II' -l' 24' -6' 25' -31/ ' ,
2 20 5 8 -1 20 3 6 -6 14 6 4 6 25 -4 16 8
6' 3' 1
4'
4PCB -I 4FM -2 42' N CIONC WALL 4PCB -3 4FCB -2
_7'
jo 0 0
I W. uM To
I MATCH WALL NT. - EXT. COLUMN O MATCH WALL �
LIGHT POLE BASE HT. - LIGHT LE BASE (SEE m
I AN POLE RA O CONC. COL
TYP x 3 PO S) -I
•t
TYP AL 8' BLOCK LL WALL i a;
CONC. FADER BE (SEE SECTION) I ELEV = 35'- 3' + / -. v ^
4PCB -16 4PCB -16 4FCB -5 (UP ROOF) 4PCB -5 (DN TO
I SEE ARCH. DWGS. FOR
B- - -- -------------- - - - - -- B
m ZQ ;_
II II
i
12' PC JST a 5' -b' OC MAX I I 1 _
i I I I PC JST e 5 -b oC
I '
a 6% SL 6.1
N m l I I� l �L
ELEV. +35' -8' I I I I I
I I I I I EXT. COLUMN TO m __
I I I I I MATCH WALL HT. - r
4 I (2)12' PC JSTS I I (2)11' PC JSTS I I — — — — — — — — — — — — — — — — — — — —LIGHT POLE BASE
I — — - - -ELEY - 35 —m� - - - - - --
__ __ L —J Dc
HSS 4Vz'x4�z'x�z' � I I 1 3O 4PCB -6 — — — — — — O — — — — 4PC6 -6 — — — — — — O � \ -------
4PCB -1 — — — � — 4PC8 -1— — — — — — �— — — — — 4PCB -8 — — — — — — � — — 4PCB -'I 2�
e
v lO 45 -3 48 -3 T I I
D II m
10 � `" I I N SEE ARCH. FOR STEP
G N m }� •-ten I I a' HT. (BETW. THE e
S -9 ' 20' PC JST s 5' -8' OC MAX (UOPU I I '_,¢' 1 -5Y 1 -5Y INTERIOR 4 �n
�' I I TC 8'x11' CONC. TIE COL. 1_% VERT. \ �` O EXTERIOR SLABS)
1 -5V I I W/4 -5 VERT. 03 TIES a 8' O.C. '' ® 1 _ _ ADDED R =2.9 klf m
E - (� in cQ I ( ® SCHED. REWG e 12' O.C. i'0 3X160' ON JOISTS (THIS WALL)
8'x16' CONC. COL
DED R =28 ®; CLEAR
48 -3 I ( W/4 -�6 VERT. � TIES s 8' O.C. F
HSS 4�z'x4�z'x�z' EYE T I I 16
O O O
I I ® 8 -% VERT.
#3 n'd a a, O.C.
G ® TIES a 8 O.C. D R =33 f
ON JOISTS (THIS WALL) m
EL A OR - I I ONDJOIST(S0 THI WALL)
e I I I 4PCB -4
ELEV. +35' -8' o �• — — — G.1
' I I SEE S -3 FOR ALL ADDED
N M � � G.3 I I TOP REBARS (SLAB/BEAM o
CONW NOT SHM HEM
�n m a CO
� � _ �+ I � I I T � 0 lu ELEV = 3!,'-
0' m
O v
BALCONY I ADDED R =4.Ok
r
`r HSS 4� 'x4� 'x� ' St JOIST I I o
LU
+� G.2
S- 14 20' PC JSTS I I a o Q
BALCONY
H O —� I — — — — — — — — — — 0— — — — I -5Y O O I -5Y I -5Y 1 -5V —O
ch — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
1
01
4PC6 -9 4PCB -9 4PCB -9 9 C 4PCB -9 4PC5 -9
4PB - e g
r
40
Y ct1 CONC. HEAD R BEAM (SEE SECTION) CONC. HEADER BEAM (SEE SECTION)
LTYP. 8' BLOCK SILL WALL (WITH
8'x8' CONC. CAP W/2 -5 CONT)
.60 69
kFi a-U Ld wYW EN
r) V Ln
zt- NzoczCD ����
cD> - w�oQwwwww
OcnML. a- �a.���0� Q�
° 8' -0' 22' -4' 20'-41/2' 22'- 101/2' 22'-lm� %' 2l' -l' 25' -11' 26' -2' 8' -6' 8' -10'
a
4'
194' -0'
1 4 7 8 9 11 13 19 21 22 24
CITE' OF SOUTH Ml�i�i�
4th FLOOR FRAMING PLAN. BUILDING DEPT.
SCALE:1 /81 =1'-0' N4Iz i;�UCTURAL ScCTION
ALL REVISIONS CLOUDED ARE®
`vSyCi^ 1
� Uj WJfAEtiEA
O I--- m Q J U_ J ALL DIMENSIONS HAVE BEEN COORD. J
JQ V co �CD 1_" 3 .
Q_ o F- Ln U_ [L � W/ ARCH. (G:C. TO VERIFY.) - r�n'_
J
GDK JOB #XJ2.059
G.D. Klieger, Inc.
Consulting Structural Engineers
O 1909 Harrison St.. Suite 204
EO Hollywood, Florida 33020 -5017
Phone: (954) 923 -2111
EB 0004821 EHATT gkliegereatLnet
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 TH A N D
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
M
78—
_ W
C
Q •—
tY
m '4 O LL.
Cc
Q- L
W o
GERSHON KLIEGER, PE
(FL. PE #38109):.-
aR Z 9 7D13 • ..... ,
REVISION
Ll
�
2/01/2013
T
T
C�
3/15/2013
m
T
co
°
C
Y
O
3
U
�
°
U
n
o
v
Q
1 1.1 2 2.1 3 5 5.1 6 8 10 11 12 15 16 17 20 21 23 24
194' -0'
1 2'. -0' II' -l' 24' -6' 25' -31/ ' ,
2 20 5 8 -1 20 3 6 -6 14 6 4 6 25 -4 16 8
6' 3' 1
4'
4PCB -I 4FM -2 42' N CIONC WALL 4PCB -3 4FCB -2
_7'
jo 0 0
I W. uM To
I MATCH WALL NT. - EXT. COLUMN O MATCH WALL �
LIGHT POLE BASE HT. - LIGHT LE BASE (SEE m
I AN POLE RA O CONC. COL
TYP x 3 PO S) -I
•t
TYP AL 8' BLOCK LL WALL i a;
CONC. FADER BE (SEE SECTION) I ELEV = 35'- 3' + / -. v ^
4PCB -16 4PCB -16 4FCB -5 (UP ROOF) 4PCB -5 (DN TO
I SEE ARCH. DWGS. FOR
B- - -- -------------- - - - - -- B
m ZQ ;_
II II
i
12' PC JST a 5' -b' OC MAX I I 1 _
i I I I PC JST e 5 -b oC
I '
a 6% SL 6.1
N m l I I� l �L
ELEV. +35' -8' I I I I I
I I I I I EXT. COLUMN TO m __
I I I I I MATCH WALL HT. - r
4 I (2)12' PC JSTS I I (2)11' PC JSTS I I — — — — — — — — — — — — — — — — — — — —LIGHT POLE BASE
I — — - - -ELEY - 35 —m� - - - - - --
__ __ L —J Dc
HSS 4Vz'x4�z'x�z' � I I 1 3O 4PCB -6 — — — — — — O — — — — 4PC6 -6 — — — — — — O � \ -------
4PCB -1 — — — � — 4PC8 -1— — — — — — �— — — — — 4PCB -8 — — — — — — � — — 4PCB -'I 2�
e
v lO 45 -3 48 -3 T I I
D II m
10 � `" I I N SEE ARCH. FOR STEP
G N m }� •-ten I I a' HT. (BETW. THE e
S -9 ' 20' PC JST s 5' -8' OC MAX (UOPU I I '_,¢' 1 -5Y 1 -5Y INTERIOR 4 �n
�' I I TC 8'x11' CONC. TIE COL. 1_% VERT. \ �` O EXTERIOR SLABS)
1 -5V I I W/4 -5 VERT. 03 TIES a 8' O.C. '' ® 1 _ _ ADDED R =2.9 klf m
E - (� in cQ I ( ® SCHED. REWG e 12' O.C. i'0 3X160' ON JOISTS (THIS WALL)
8'x16' CONC. COL
DED R =28 ®; CLEAR
48 -3 I ( W/4 -�6 VERT. � TIES s 8' O.C. F
HSS 4�z'x4�z'x�z' EYE T I I 16
O O O
I I ® 8 -% VERT.
#3 n'd a a, O.C.
G ® TIES a 8 O.C. D R =33 f
ON JOISTS (THIS WALL) m
EL A OR - I I ONDJOIST(S0 THI WALL)
e I I I 4PCB -4
ELEV. +35' -8' o �• — — — G.1
' I I SEE S -3 FOR ALL ADDED
N M � � G.3 I I TOP REBARS (SLAB/BEAM o
CONW NOT SHM HEM
�n m a CO
� � _ �+ I � I I T � 0 lu ELEV = 3!,'-
0' m
O v
BALCONY I ADDED R =4.Ok
r
`r HSS 4� 'x4� 'x� ' St JOIST I I o
LU
+� G.2
S- 14 20' PC JSTS I I a o Q
BALCONY
H O —� I — — — — — — — — — — 0— — — — I -5Y O O I -5Y I -5Y 1 -5V —O
ch — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
1
01
4PC6 -9 4PCB -9 4PCB -9 9 C 4PCB -9 4PC5 -9
4PB - e g
r
40
Y ct1 CONC. HEAD R BEAM (SEE SECTION) CONC. HEADER BEAM (SEE SECTION)
LTYP. 8' BLOCK SILL WALL (WITH
8'x8' CONC. CAP W/2 -5 CONT)
.60 69
kFi a-U Ld wYW EN
r) V Ln
zt- NzoczCD ����
cD> - w�oQwwwww
OcnML. a- �a.���0� Q�
° 8' -0' 22' -4' 20'-41/2' 22'- 101/2' 22'-lm� %' 2l' -l' 25' -11' 26' -2' 8' -6' 8' -10'
a
4'
194' -0'
1 4 7 8 9 11 13 19 21 22 24
CITE' OF SOUTH Ml�i�i�
4th FLOOR FRAMING PLAN. BUILDING DEPT.
SCALE:1 /81 =1'-0' N4Iz i;�UCTURAL ScCTION
ALL REVISIONS CLOUDED ARE®
`vSyCi^ 1
� Uj WJfAEtiEA
O I--- m Q J U_ J ALL DIMENSIONS HAVE BEEN COORD. J
JQ V co �CD 1_" 3 .
Q_ o F- Ln U_ [L � W/ ARCH. (G:C. TO VERIFY.) - r�n'_
J
GDK JOB #XJ2.059
G.D. Klieger, Inc.
Consulting Structural Engineers
O 1909 Harrison St.. Suite 204
EO Hollywood, Florida 33020 -5017
Phone: (954) 923 -2111
EB 0004821 EHATT gkliegereatLnet
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 TH A N D
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
M
78—
_ W
C
Q •—
tY
m '4 O LL.
Cc
Q- L
W o
GERSHON KLIEGER, PE
(FL. PE #38109):.-
aR Z 9 7D13 • ..... ,
REVISION
No. - Date - Revision
Ol
2/01/2013
ADDENDUM #1
®
3/15/2013
BD COMMENTS RESP
FOURTH FLOOR FRAMING
PLAN
SM=4
FILE: K- 12059- S -4.dwg
PROJECT: 29080.00
DATE: 12/14/2012