09-1110R-004HSS 10 "x10 "x5/16" —
I
HORIZ. DIAGONAL
HSS 10 "x10 "x5/16" 11455 4 "x4"x' /4"
FRPLI IAIn i
33' -6" (FIELD VERIFY)
LOUVER (TYP.)
REF. ARCH1 MECH
DRAWINGS
1'%"
29' -0" (FIELD VERIFY)
EQ. EQ. EQ.
EL. +42-211
- - - - - --E : =— TOP OF STEEL........... —= - - == 3 - - - - -
HSS 10 "x10 "x5/16" i i I HSS 10 "x10 "x5/16"
I I
HORIZ. DIAGONAL I I HORIZ. DIAGONAL ' WORM HSS 4 "x4"x' /4" HSS 10"x10 "x5/16' HSS 4 "x4 "x1/4" _ HSS DIAGONAL
' BEHIND 61 u'
c
HORIZ. DIAGONAL I HORIZ. DIAGONAL DIAGONAL
WORM DIAGONAL HORIZ � � Z.
HSS 4 "X4 "X1,4" HSS 4 "X4 "X' /4" I I HSS 4 11 11 I/ 11 a u l u
x4x4 I HSS4x4x /4
I I P 1/4"
_I_
__ - - - - -- - - - - - - - 1 - - - - - ------ - �_ - - -- I TOP OF STEEL I - - - - -- - - -_ - - --
- — — — — — — — – – – – — — — —
HSS 10 "x10 "x5/16" _ I HSS 10"x10 "x5/16" fi II II II --
= = I HSS 10 x10 x5/16
rE31 I
- all
S-
1 x x a
I ,
HSS 10 "x10 "x5/16" I I I TYP.
I I
I I I
a x I TYP.
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1/4
1/4 II
HORIZ. DIAGONAL HORIZ. DIAGONAL HORIZ DIAGONAL HORIZ DIA
O
llx
NAL 1IA 11 IX BEHIND—\ HSS 4x t x,4 TYP. 4 HSS 4 4 I HSS 10x0 "5/16" HSS 4"x4 x I /4 II HSS 4"x4 'Y/4"
1/11 BEHIND
I ( '
N
I ,
1 EL. +26'-Y 1 I
-_ _ _ ------ _ _ _ _ _ _ _ _ _ _____ TOP OF STEEL _____� -_ - - _ _ _ _ _ _ -------- -E— - - - -- '
II HSS 10 "x10 "x5/16" HSS 10 "x10 "x5/16" II
HSS 10 x10" x5/16"
' r-- - - - - -- - DETAIL $ I I
ti
............... .................. � ` 1 � s I (TY.) S -3
............. .....................
...... ..... ' � • • ........
..` .i . ..............................
.I LOUVER (1`YP.) .......... ...............................
_ .. .. .
I
L — — — — — — — — — — — G.C. NOTE: + I - Xn REF. ARCH1 MECH
DETAIL B I _ PROFILE OF EXISTING , I (P a I DRAWINGS
CONCRETE BEAM BEYOND HSS 10 "x10 "x5/16" 1
(TYP.) S -3 I 67 FIELD VERIFY EXACT LOCATION I BEHIND
rrA A
HSS 10 "XION5 /16" 1 I , S -1 DETAIL D $ -1
BEHIND _I_
(TYP.) 5'__ '
3
............ .... .... ............................................... ............................... ..... j%EL. +11' -6" .... .
HSS 10 "x10 "x5/16" '
DETAIL KA '" �
(TYP.) 6-3 = DETAIL
—1
I1
(TYP') 1/� II
CMM
FIN.
PLAN VIEW A -A
............. i ............................ I ...........
�1FRAME ELEVATION
5-3 / SOLE: 3/8" =1' -011
EXISTING CMU WALL
SOLID GROUTED AT
BOLT LOCATIONS
1/2" STIFFENER PLATES
EACH SIDE, TYP.
BENT 1E 12 "x8 "x' /z "xI' -8" LONG
1,1/ (5) -5/8" DIA. THREADED
ROD AIS3 GAR 51 (SAE 4140),
7" EMBEDMENT, SET WITH
NMPSON SET EPDXY -TIE
NTO A 3/4" DIA. HOLE.
455 10 "x10 "x5/16"
HSS 10 "x10 "x5116"
1/2" STIFFENER PLATES, TYP.
BENT 1E 12 "x8 "x1/2 "xl' -8" LONG
W/ (5)A /a" DIA. THREADED
ROD AIS3 CSR 51 (SAE 4140),
5" EMBEDMENT, SET WITH
SIMPSON SET EPDXY -TIE
INTO A' /4" DIA. HOLE.
EXISTING CMU WALL
SOLID GROUTED AT
BOLT LOCATIONS
LOWER CONNECTION
�a1 DETAIL (TYPICAL)
SCALE: 1" =1' -0"
� n Q
/\ -,/\
PLAN VIEW B -B
EXISTING
CONC. BEAM
1/2" STIFFENER PLATES
EACH SIDE, TYP.
L 8 "x811 x1/2 "XI' -8" LONG
W/ (5) -bha" DIA. THREADED
ROD AIS3 G-cR 51 (SAE 4140),
5" EMBEDMENT, SET WITH
SIMPSON SET EPDXY -TIE
INTO A 3/4" DIA. HOLE.
HSS 10 "x10 "x5/16"
HSS 10 "x10 "x5/16"
1/2" STIFFENER PLATES, TYP.
L 8 "x8 "XI /2 "Xl' -8" LONG:
W/ (5) -D /8" DIA. THREADED
ROD AIS3 GAR 51 (SAE 4140),
5" EMBEDMENT, SET WITH
SIMPSON SET EPDXY -TIE
INTO A 3/4" DIA. HOLE.
EXISTING
CONCRETE BEAM
UPPER CONNECTION
DETAIL (TYPICAL)
SCALE: 1 "= I' -0"
0
-3/8" STEEL PLATES W/
DIA. THREADED
ROD A193 GR Bi (SAE 4140),
5" EMBEDMENT, SET WITH
SIMPSON SET EPDXY -TIE
INTO A 3/4" DIA. HOLE -�
'/2" STIFFENER PLATE
1/4"
II 6,11 roll
cn
Z-
2 F R A M E
S -3 SCALE: 3/8 " =1' -011
C15x40
w_
M
1/411
N
TYPICAL EACH END
C -C
EXISTING
CONCRETE
COLUMN
'TYP. E.E.
+ 1/411
E L E V A T I O N
G.C. NOTE: CONTRACTOR TO VERIFY
IF THE BOLTS INTERFERE WITH
RE INF. STEEL PRIOR TO
FABRICATING THE PLATE. IF
ANY CONFLICT OCCURS, NOTIFY
THE A/E. (TYPICAL)
NEW C15x40 J
'/2"0 EXP. BOLTS
m 3' -0" OF CENTER
INTO MASONRY FILLED
CELLS. HOLES THROUGH
THE BEAM TO BE
SLOTTED.
D E T A I L
S� SCALE: 3/4"= 1' -011
� f C
-L 4"X4nx' /4"
x V-10" LONG + +
-NEW W21x68 + +
.roll 611 ro/ II
1LA
911
c
EXISTING
CONCRETE
COLUMN
2
HSS 10 "x10" ''�6"
1 N
4
2
HSS 10 "x10" 5/f6.
1/4" �.
2
HSS
10 "XIO�5!xro
..... ... .
BERMELLO AJAMIL & PARTNERS, INC.
- - - Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
MEP ENGINEER:
MEPENGINEER INFORMATION
-H55 10 "x10 "x5/16"
BEHIND SSR
Smith. Seckman, Reid, Inc.
CONSULTING
ENGINEERS
600 Rest Hillsboro, Suite 300
Deerfield Beach, Florida 33441
Phone(954)421 -1260 Faz(954)421 -1466
HSS 10 "x10 "x5/16"
BEHIND
CITY OF SOUTH MIAMI
BUILDING DEPT.
STRUCTURAL TION
AU'pROVED BY:___ i
W C15x40
: "XISTING WALL
D E T A I L
S -3 SCALE: 3/4"=V-0"
STRUCTURAL ENGINEER INFORMATION
❑PEDRO J. DUQUESIE P v. E. is gnuc w02:T6t
au
�❑yAIID�Ak ALBAISA P.E. Op
'•::: 470x1 N�-0711M OT. M VA �
tTAT! Or R,OIpA - AUTHDRUTM ft
•.•' ..� 0012 -04 1000
A jpo
t l 44
�d r 00
REVISIONS:
1 01/04/10 COORDINATION
2 02/18/10 REVISION
PROJECT NAME:
SMH - COOLING TOWER REPLACEMENT
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
Snwh k4;n—; Rl-44. 141 Al
SCALE:
DATE: 11-05 -2009
DRAWN: DDA
CHECKED: DDA
CADD FILE: II:INSTI=ONAL
DRAWING TITLE:
FRAME ELEVATIONS
AND DETAILS
SHEET NO.
S =3
IN
Ems=
PLAN VIEW B -B
EXISTING
CONC. BEAM
1/2" STIFFENER PLATES
EACH SIDE, TYP.
L 8 "x811 x1/2 "XI' -8" LONG
W/ (5) -bha" DIA. THREADED
ROD AIS3 G-cR 51 (SAE 4140),
5" EMBEDMENT, SET WITH
SIMPSON SET EPDXY -TIE
INTO A 3/4" DIA. HOLE.
HSS 10 "x10 "x5/16"
HSS 10 "x10 "x5/16"
1/2" STIFFENER PLATES, TYP.
L 8 "x8 "XI /2 "Xl' -8" LONG:
W/ (5) -D /8" DIA. THREADED
ROD AIS3 GAR 51 (SAE 4140),
5" EMBEDMENT, SET WITH
SIMPSON SET EPDXY -TIE
INTO A 3/4" DIA. HOLE.
EXISTING
CONCRETE BEAM
UPPER CONNECTION
DETAIL (TYPICAL)
SCALE: 1 "= I' -0"
0
-3/8" STEEL PLATES W/
DIA. THREADED
ROD A193 GR Bi (SAE 4140),
5" EMBEDMENT, SET WITH
SIMPSON SET EPDXY -TIE
INTO A 3/4" DIA. HOLE -�
'/2" STIFFENER PLATE
1/4"
II 6,11 roll
cn
Z-
2 F R A M E
S -3 SCALE: 3/8 " =1' -011
C15x40
w_
M
1/411
N
TYPICAL EACH END
C -C
EXISTING
CONCRETE
COLUMN
'TYP. E.E.
+ 1/411
E L E V A T I O N
G.C. NOTE: CONTRACTOR TO VERIFY
IF THE BOLTS INTERFERE WITH
RE INF. STEEL PRIOR TO
FABRICATING THE PLATE. IF
ANY CONFLICT OCCURS, NOTIFY
THE A/E. (TYPICAL)
NEW C15x40 J
'/2"0 EXP. BOLTS
m 3' -0" OF CENTER
INTO MASONRY FILLED
CELLS. HOLES THROUGH
THE BEAM TO BE
SLOTTED.
D E T A I L
S� SCALE: 3/4"= 1' -011
� f C
-L 4"X4nx' /4"
x V-10" LONG + +
-NEW W21x68 + +
.roll 611 ro/ II
1LA
911
c
EXISTING
CONCRETE
COLUMN
2
HSS 10 "x10" ''�6"
1 N
4
2
HSS 10 "x10" 5/f6.
1/4" �.
2
HSS
10 "XIO�5!xro
..... ... .
BERMELLO AJAMIL & PARTNERS, INC.
- - - Architecture Engineering Planning
Interior Design Landscape Architecture
2601 South Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
MEP ENGINEER:
MEPENGINEER INFORMATION
-H55 10 "x10 "x5/16"
BEHIND SSR
Smith. Seckman, Reid, Inc.
CONSULTING
ENGINEERS
600 Rest Hillsboro, Suite 300
Deerfield Beach, Florida 33441
Phone(954)421 -1260 Faz(954)421 -1466
HSS 10 "x10 "x5/16"
BEHIND
CITY OF SOUTH MIAMI
BUILDING DEPT.
STRUCTURAL TION
AU'pROVED BY:___ i
W C15x40
: "XISTING WALL
D E T A I L
S -3 SCALE: 3/4"=V-0"
STRUCTURAL ENGINEER INFORMATION
❑PEDRO J. DUQUESIE P v. E. is gnuc w02:T6t
au
�❑yAIID�Ak ALBAISA P.E. Op
'•::: 470x1 N�-0711M OT. M VA �
tTAT! Or R,OIpA - AUTHDRUTM ft
•.•' ..� 0012 -04 1000
A jpo
t l 44
�d r 00
REVISIONS:
1 01/04/10 COORDINATION
2 02/18/10 REVISION
PROJECT NAME:
SMH - COOLING TOWER REPLACEMENT
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
Snwh k4;n—; Rl-44. 141 Al
SCALE:
DATE: 11-05 -2009
DRAWN: DDA
CHECKED: DDA
CADD FILE: II:INSTI=ONAL
DRAWING TITLE:
FRAME ELEVATIONS
AND DETAILS
SHEET NO.
S =3