13-96R-030� n
«�zz
L U Z G G G l
_1 .J _J J _J _J
LLA <_ 0) U
LJ W y} Ef} Ff} (f) W..�}
L
Ff} CL V ] Y LI N IL2 v Ln
<F �GpCC��LL..LLLdLLJ
CJ � W CC O <'L W W W W W
CJ Ln C, L'0- CL Lt-- C - Fr Q_cl�
CL
cr_
w f
F— En EF� w
L -- LJ i -a »
<f _) LL -J
V m Cr cn
a-- C) V)L�CLI-
A
Dc-
G.3
1 1.1 2 2.1 3 �5 �5.
I" l
6 8 10> 11 12
194'-0"
- 24' -(�" 25'- 3ir2 20' -5"
TYP JAL 8' BLOCK S 7CONC- L
HEADER BE (SEE SECTION)
20' -3"
4PCB -I
F,
o
15 1 16
14'-C"
— ' 4PCB =2
EXT. COLUMN To
MATCH WALL HT. -
LIGHT POLE BASE
17 20 21 23 24
4°
- 42' N ONC WALL - - - 4PCB -3- — - - - 4PCB -2 - - - - -- � -
CA
E5 F
EXT. COLUMN TO MATCH WALL - n
HT. - LIGHT POLE BASE (SEE m
LT POLE SPECS FOR
ANCHORAGE TO CONC. COL -
TYP x 3 POLES)
ELEV = 35'- 3' + / -. v --
SEE ARCH. DWGS. FOR -�
4PCB_I6 4PCB -16 4PC5-5 (UPI` ROOF) - 4PCB -5 (DN TO 3 d FLR) / -_ ALLBQQF-SLQPE- $_(Tl"P.)
-- -
�0 ® t n I I 11 M
0?
12' PC JST 5' -6' OC MAX 12' PC JST * 5' -6' OC M\AX
L
ILn -Q
< I , � ,� E -�- _D_ CRAMP D � CB1
N i I I I u I �LO E 6qo SLOE
to
ELEV. +35' -8' I I I I I I --
EXT. COLUMN TO -� -
MATCH WALL HT. - -
LIGHT POLE BASE
O i 12' PC JST I I 12' PC JST I ( ELEV = 35' -0'
- - - - -- - - - -- -- -- - - - - --
----- ._._.-------- - - - - -- - - - - -- -.CC
E:1 ------------------- ---- - - - - -- - --
0 4PCB -6 O 4PCB -6 O 4PCB -1 2� 4PCB -1- - - - - - �j - - - - - 4PCB -8- - - - - - - - - �1 4PG5-1 2�
O 45-3 48 -3
- -- C2 - - �, i u I I ADDED R =3.8 klf i SEE ARCH, FOR STEP -
G � �m o LU u, I I \ ON JOISTS (6 CONC. "' HT. (BETW. THE Q
fu 20' PC JST m 5' -8' OC MAX (UON) _ EYE -BROW INTERIOR 4
S -9 - 5' -2' I I ' -4' I -�5v I -"5v
P 1 -5Y I I TG 8'x12' CONC. TIE COL. 6 VERT. � � �� EXTERIOR SLABS) ' 1
L 48_3 I I W/4 -"5 VERT. 03 TIES 8' O.C. 0 - - RAM ADDED R =2.9 klf fn
SCNEp• REINF'G 12 O.C. 3(o':,', ON JOISTS (THIS WALL)
Ch I I rc -1
- - - -- - i 7C 8'x16' CONC. COL ADDED R =280k ` C2 - GL
G2 v I 1 W 14 -06 PERT. 03 TIES 8' O.C. ON JOIST (THIS C L•) - - -- - -- - -�� -- -
-; EVATO 4 -05V. DRILL IN 4 I I 16 --
�' 2 EPDXY 4' EMBED I I ® 8 -% VERT.
INTO SLAB BELOW -03F--3,8 6 8' O.C. - -�` t�ZC T zc _ / r 2c TLWUALL) rcz
-- - -- _-__ 03 TIES 8' O.C. _- - -
' s�
In
- I I N JOISTS (THIS WALL) _�
CHECKED TO SUPPORT ADDED R =0.9
EL A OR I I + -F` THE WT. OF THE ADDED O JOISTS) (T O
MASONRY WALL OF 600 = [� 4PCB -4
O.G. T I I 4 -05V. DRILL IN 4 PLF). MARKED:. a p - - _ -- CG1
To oT. x 11' MIN EPDXY 4' EMBED
14 TEM.�. m I I INTO SLAB BELOW SEE S -3 FOR ALL ADDED Q A o
-- - I I (TYP. x4) TOP REBARS (SLAB/BEAM o
b i i CONN.) NOT SHOWN HERE - Q T ELEV = 3
0 Cl =- BALCONY in I H55 41i2'x4'i2'xi2' POST ADDED =4.Ok I I - -
6 ON JOIST I I ilk - - C
T
5 -a 14
PL
20' PC JS ?S I I BALCONY ° Q
_ II - -
„ 1 -"5Y 1 -"5V 1 -05Y 3 3 - -- as �
- -- - - - -- - -- - 0---- - - - - --
O - -- _. - - -- O O
cp 4PC5-9 4PC5-9 4PCB -9 ` 4PCB -9 4PC5-9 4PCB -9 -9 -- - - -
8' -8" Jj t tlJ Q 61 O
<(
1/13/14 c0 CONC. HEADER BEAM (SEE SECTION) GONG. HEADER BEAM (SEE SECTION)
TYP. 8' BLOCK SILL WALL (WITH
"5 -'s a 12" O.G. x 9', T. R B. 8'x8' CONC. CAP W/2 -"5 CONT.)
14 �@ 12" O.G. TEMP. T. 4 B.
22' -4" 201-41/2" 22' 10'/2 22' 101/2"
2 4
1 4 7 8 9 11 13 19 21 22 24
NOTE:
4th FLOOR FRA�I I N PLAN. ALL REVISIONS CLOUDED CDARE
G.D. Klieger, Inc.
Consulting Structural Engineers
® 1909 Harrison St., Suite 204
Hollywood, Florida 33020 -5017
Phone: (954) 923 -2111
EB 0004621 EMAIL: gklieger ®att.net
Design Services
For The Built
Environment
r:
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson'.
Jacksonville Louisville
Memphis Nashville
Richmond Tampa :
G R E 5 H A M
SMITH AND
P A R T N E R S
6030 Hollywood Blvd,
Suite 210
folfywood, Florida 33024
954.981.9100
FIRMS FLORIDA
CERT. NO.
AAP000034 /CA3806
IB26000.797/LC260.00381
G. D. Klieger; Inc.
Consulting Structural Engineers
1909 Harrison St., Suite 204
Hollywood, Florida 33020 -5017
Phone: (954) 923 -2111
EMAIL: gklieger ®att.net
Uj
m
L �
o
O
AnrA
•err
GERSHON KLIEGER; PE
(FL. PE #3 Oa,� ,
t 4��ga
ayI • .. ` I
REVISION
V%
Date -
Revision
01
2/01/2013
ADDENDUM #1
-�2
3/15/2013
TTBD COMMENTS RESP
10/30/2013
VE STRUCT. REV.'
to
04/02/2014
OWNER REQ. CHANGE
M
T
�
C
_U
N
>
c
x
o
0
c
c.>
a
� n
«�zz
L U Z G G G l
_1 .J _J J _J _J
LLA <_ 0) U
LJ W y} Ef} Ff} (f) W..�}
L
Ff} CL V ] Y LI N IL2 v Ln
<F �GpCC��LL..LLLdLLJ
CJ � W CC O <'L W W W W W
CJ Ln C, L'0- CL Lt-- C - Fr Q_cl�
CL
cr_
w f
F— En EF� w
L -- LJ i -a »
<f _) LL -J
V m Cr cn
a-- C) V)L�CLI-
A
Dc-
G.3
1 1.1 2 2.1 3 �5 �5.
I" l
6 8 10> 11 12
194'-0"
- 24' -(�" 25'- 3ir2 20' -5"
TYP JAL 8' BLOCK S 7CONC- L
HEADER BE (SEE SECTION)
20' -3"
4PCB -I
F,
o
15 1 16
14'-C"
— ' 4PCB =2
EXT. COLUMN To
MATCH WALL HT. -
LIGHT POLE BASE
17 20 21 23 24
4°
- 42' N ONC WALL - - - 4PCB -3- — - - - 4PCB -2 - - - - -- � -
CA
E5 F
EXT. COLUMN TO MATCH WALL - n
HT. - LIGHT POLE BASE (SEE m
LT POLE SPECS FOR
ANCHORAGE TO CONC. COL -
TYP x 3 POLES)
ELEV = 35'- 3' + / -. v --
SEE ARCH. DWGS. FOR -�
4PCB_I6 4PCB -16 4PC5-5 (UPI` ROOF) - 4PCB -5 (DN TO 3 d FLR) / -_ ALLBQQF-SLQPE- $_(Tl"P.)
-- -
�0 ® t n I I 11 M
0?
12' PC JST 5' -6' OC MAX 12' PC JST * 5' -6' OC M\AX
L
ILn -Q
< I , � ,� E -�- _D_ CRAMP D � CB1
N i I I I u I �LO E 6qo SLOE
to
ELEV. +35' -8' I I I I I I --
EXT. COLUMN TO -� -
MATCH WALL HT. - -
LIGHT POLE BASE
O i 12' PC JST I I 12' PC JST I ( ELEV = 35' -0'
- - - - -- - - - -- -- -- - - - - --
----- ._._.-------- - - - - -- - - - - -- -.CC
E:1 ------------------- ---- - - - - -- - --
0 4PCB -6 O 4PCB -6 O 4PCB -1 2� 4PCB -1- - - - - - �j - - - - - 4PCB -8- - - - - - - - - �1 4PG5-1 2�
O 45-3 48 -3
- -- C2 - - �, i u I I ADDED R =3.8 klf i SEE ARCH, FOR STEP -
G � �m o LU u, I I \ ON JOISTS (6 CONC. "' HT. (BETW. THE Q
fu 20' PC JST m 5' -8' OC MAX (UON) _ EYE -BROW INTERIOR 4
S -9 - 5' -2' I I ' -4' I -�5v I -"5v
P 1 -5Y I I TG 8'x12' CONC. TIE COL. 6 VERT. � � �� EXTERIOR SLABS) ' 1
L 48_3 I I W/4 -"5 VERT. 03 TIES 8' O.C. 0 - - RAM ADDED R =2.9 klf fn
SCNEp• REINF'G 12 O.C. 3(o':,', ON JOISTS (THIS WALL)
Ch I I rc -1
- - - -- - i 7C 8'x16' CONC. COL ADDED R =280k ` C2 - GL
G2 v I 1 W 14 -06 PERT. 03 TIES 8' O.C. ON JOIST (THIS C L•) - - -- - -- - -�� -- -
-; EVATO 4 -05V. DRILL IN 4 I I 16 --
�' 2 EPDXY 4' EMBED I I ® 8 -% VERT.
INTO SLAB BELOW -03F--3,8 6 8' O.C. - -�` t�ZC T zc _ / r 2c TLWUALL) rcz
-- - -- _-__ 03 TIES 8' O.C. _- - -
' s�
In
- I I N JOISTS (THIS WALL) _�
CHECKED TO SUPPORT ADDED R =0.9
EL A OR I I + -F` THE WT. OF THE ADDED O JOISTS) (T O
MASONRY WALL OF 600 = [� 4PCB -4
O.G. T I I 4 -05V. DRILL IN 4 PLF). MARKED:. a p - - _ -- CG1
To oT. x 11' MIN EPDXY 4' EMBED
14 TEM.�. m I I INTO SLAB BELOW SEE S -3 FOR ALL ADDED Q A o
-- - I I (TYP. x4) TOP REBARS (SLAB/BEAM o
b i i CONN.) NOT SHOWN HERE - Q T ELEV = 3
0 Cl =- BALCONY in I H55 41i2'x4'i2'xi2' POST ADDED =4.Ok I I - -
6 ON JOIST I I ilk - - C
T
5 -a 14
PL
20' PC JS ?S I I BALCONY ° Q
_ II - -
„ 1 -"5Y 1 -"5V 1 -05Y 3 3 - -- as �
- -- - - - -- - -- - 0---- - - - - --
O - -- _. - - -- O O
cp 4PC5-9 4PC5-9 4PCB -9 ` 4PCB -9 4PC5-9 4PCB -9 -9 -- - - -
8' -8" Jj t tlJ Q 61 O
<(
1/13/14 c0 CONC. HEADER BEAM (SEE SECTION) GONG. HEADER BEAM (SEE SECTION)
TYP. 8' BLOCK SILL WALL (WITH
"5 -'s a 12" O.G. x 9', T. R B. 8'x8' CONC. CAP W/2 -"5 CONT.)
14 �@ 12" O.G. TEMP. T. 4 B.
22' -4" 201-41/2" 22' 10'/2 22' 101/2"
2 4
1 4 7 8 9 11 13 19 21 22 24
NOTE:
4th FLOOR FRA�I I N PLAN. ALL REVISIONS CLOUDED CDARE
G.D. Klieger, Inc.
Consulting Structural Engineers
® 1909 Harrison St., Suite 204
Hollywood, Florida 33020 -5017
Phone: (954) 923 -2111
EB 0004621 EMAIL: gklieger ®att.net
Design Services
For The Built
Environment
r:
Atlanta Birmingham
Cincinnati
Columbus Dallas
Fort Lauderdale
Knoxville Jackson'.
Jacksonville Louisville
Memphis Nashville
Richmond Tampa :
G R E 5 H A M
SMITH AND
P A R T N E R S
6030 Hollywood Blvd,
Suite 210
folfywood, Florida 33024
954.981.9100
FIRMS FLORIDA
CERT. NO.
AAP000034 /CA3806
IB26000.797/LC260.00381
G. D. Klieger; Inc.
Consulting Structural Engineers
1909 Harrison St., Suite 204
Hollywood, Florida 33020 -5017
Phone: (954) 923 -2111
EMAIL: gklieger ®att.net
Uj
m
L �
o
O
AnrA
•err
GERSHON KLIEGER; PE
(FL. PE #3 Oa,� ,
t 4��ga
ayI • .. ` I
FOURTH FLOOR FRAMING
PLAN
III
�umu 4
114010
FILE; K- 12059- S -4.dwg
IPHGJL� cCT 29080.00
D A T E e 12/14/2012
REVISION
No. -
Date -
Revision
01
2/01/2013
ADDENDUM #1
-�2
3/15/2013
TTBD COMMENTS RESP
10/30/2013
VE STRUCT. REV.'
04/02/2014
OWNER REQ. CHANGE
FOURTH FLOOR FRAMING
PLAN
III
�umu 4
114010
FILE; K- 12059- S -4.dwg
IPHGJL� cCT 29080.00
D A T E e 12/14/2012