09-1110-010EW W 21x68
- --3/8" STIFFENER PLATES
1/4" TYP.
Z_z 31
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'/z" STIFFENER PLATE
_ EXISTING
CMU WALL -
(12) -Ns" DIA. THREADED
ROD A193 GR 51 (SAE 4140),
5" EMBEDMENT SET WITH
DETAIL r5
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DETAIL SYM. S -4
S -4 EXISTING CONCRETE SEAM
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" STIFFENER PLATES
(12) -8/8" DIA. THREADED
ROD A193 GR 51 (SAE 414
5" EM5EDMENT, SET WITH
SiMPSON SET EPDXY -TIE
NTO A 3/4" DIA. HOLE.
/z" STIFFENER PLATE
EXISTING GONG.
COLUMN
1/4" V
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+
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+ PLATES
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D E T A I L
S SCALE: I " =1' -0"
L 4 "x4 "x 1/4 "x2' - 0" LONG
W/ (5)_r2 /8" DIA. THREADED
ROD A193 GR 51 (SAE 4140),
5" EM5EDMENT, SET WITH
SIMPSON SET EPDXY -TIE
INTO A 3/4" DIA. HOLE.
NEW W 21x65
EXISTI14G COLUMN.
D E T A I L
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5" 5"
DETAIL
DETAIL G �' -6" C1 5
19' -ro"
- -- S -4 SYM. S -�F
VIEW 5-5
North va^ nenmrel ircm rnnr*wir_ Tl1NICD _��
Ty BERMELLO AJAMIL & PARTNERS, INC.
�r.hitectlire Engineering Planning
-- Irterior Design -_Landscape Architecture
ZO-01 Spuih Raychore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860700
MEP ENGINEER:
MEPENGINEER INFORMATION
SSSR cRe.
4 __ C311 qSL3 1.TI1`JG
ENGINEERS
800 West Hillsboro, Suite 300
Deerfield Beach. Florida 33441
Phone(954)421 -1280 Faz(954 )421 -1488
STRUCTURAL ENGINEER INFORMATION
,, ro O Bt JLD
FL ii E P&NE . DOWELL
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227604'
27 64 .
9 i
REVISIONS:
z%X�MING Plr�:11 �1 NEW W 14x53
NEW W 21x68
PROJECT NAME;
ABOVE EXISTING 2ND
5ELOW
FLOOR/ROOF.
SMH - COOLING TOWER REPLACEMENT
I
(4)-3/4" DIA. A325 BOLTS
(2) L 3x3x1/4x1' -10" LONG.
WITH WASHERS AND NUTS
ASSEM5LY TACK WELD NUT
PROJECT ADDRESS:
I�
+
LLI.
0 3/8" STEEL
+ PLATES
EXISTING
+ + CONC. COLUMN-
D E T A I L
S SCALE: I " =1' -0"
L 4 "x4 "x 1/4 "x2' - 0" LONG
W/ (5)_r2 /8" DIA. THREADED
ROD A193 GR 51 (SAE 4140),
5" EM5EDMENT, SET WITH
SIMPSON SET EPDXY -TIE
INTO A 3/4" DIA. HOLE.
NEW W 21x65
EXISTI14G COLUMN.
D E T A I L
7=J
0
R�
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oz
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—
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Exist ws CONCRETE BEAM
5" 5"
DETAIL
DETAIL G �' -6" C1 5
19' -ro"
- -- S -4 SYM. S -�F
VIEW 5-5
North va^ nenmrel ircm rnnr*wir_ Tl1NICD _��
Ty BERMELLO AJAMIL & PARTNERS, INC.
�r.hitectlire Engineering Planning
-- Irterior Design -_Landscape Architecture
ZO-01 Spuih Raychore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860700
MEP ENGINEER:
MEPENGINEER INFORMATION
SSSR cRe.
4 __ C311 qSL3 1.TI1`JG
ENGINEERS
800 West Hillsboro, Suite 300
Deerfield Beach. Florida 33441
Phone(954)421 -1280 Faz(954 )421 -1488
STRUCTURAL ENGINEER INFORMATION
,, ro O Bt JLD
FL ii E P&NE . DOWELL
❑PEDRO d DUpUES1E P�%0,,ca64
❑AcA RL ALBAISA P.E.
g ►Asa or. UML
Alt Oi R.p1DA - Mn"0r=T ON M►ya�
.. Mt2.01
on
,r +
227604'
27 64 .
9 i
REVISIONS:
EXISTING CONC. 5EAM LOCATE EXIST. CONCRETE ( WELDED TO THE
12"x36" (214) BEAM TOP STEEL PRIOR I PLATE. NEW W 14x53
TO DRILLING.
DRILL 1'8" DIAMETER, 8" DEEP HOLES, PLACE NEW W 24x55 144" STIFFENER PLATE
AT EACH SIDE
HILT[ HY -150 HIT -ICE ADHESIVE ANCHOR INTO
HOLE AND INSERT X4'0 5AR, TYPICAL EACH
BAR FOLLOW MANUFACTURER INSTRUCTIONS. D E T A I L A D E T A I L
S -4 SCALE: 1" =1' -0" S -4 SCALE: V=V-0"
CADD FILE: MINST17I1TIONAL
DRAWING TITLE:
FLOOR PLAN
& DETAILS
SHEET NO.
S =4
z%X�MING Plr�:11 �1 NEW W 14x53
NEW W 21x68
PROJECT NAME;
ABOVE EXISTING 2ND
5ELOW
FLOOR/ROOF.
SMH - COOLING TOWER REPLACEMENT
SCALE:3 /S" =1' -0"
(4)-3/4" DIA. A325 BOLTS
(2) L 3x3x1/4x1' -10" LONG.
WITH WASHERS AND NUTS
ASSEM5LY TACK WELD NUT
PROJECT ADDRESS:
5OLT AFTER TIGHTENING
74M S.W. 62nd Ave.
South Miami, Florida 33143
3 48" STIFFENER PLATES'
3/4 " „
/¢ x10 x2 -0 EMBED PLATE
C!T � OF SOU
KEY PLAN
WITH 6-3/4"-Ox 0' -6" HEADED
BU1LDItVG,
IAMI
STUDS WELDED TO PLATE.
YEW A-A
STRUCTu
S
P
��
04 *1211 c/o
Cr N
RkPpROVED 8
4 -3/4 "0 A 325 15OLTS.
NEW COLUMN Cl
g.. S.. _ _ #�
NEW W 21x68
NEW COLUMN 5EYOND C1
16"
1/4"
• EXISTING CONIC. NEW COOLING
TOWER
3/ „
8 STIFFENER PLATES
.r
5EAM.
.
N
T.O. ExisT 5EAM
O O
• • A
A
a0 OR SLABIFIEL VERIFY)
_
79 7 7 34 711
COMM. NO. 0912 -04
I 4 -3/4" x 10 x V -0"
(4) -3/4" DIA. A325 5OLTS
SCALE:
RE-541R 5
3
5 STEEL PLATE WITH
WITH WASHERS AND NUTS
DATE: 11-05-2009
i o) DOWEL
6- 4 -Ox 0 6
ASSEM5LY TACK WELD NUT
DRAWN: DDA
HEADED STUDS
BOLT AFTER TIGHTENING
CHECKED: DDA
EXISTING CONC. 5EAM LOCATE EXIST. CONCRETE ( WELDED TO THE
12"x36" (214) BEAM TOP STEEL PRIOR I PLATE. NEW W 14x53
TO DRILLING.
DRILL 1'8" DIAMETER, 8" DEEP HOLES, PLACE NEW W 24x55 144" STIFFENER PLATE
AT EACH SIDE
HILT[ HY -150 HIT -ICE ADHESIVE ANCHOR INTO
HOLE AND INSERT X4'0 5AR, TYPICAL EACH
BAR FOLLOW MANUFACTURER INSTRUCTIONS. D E T A I L A D E T A I L
S -4 SCALE: 1" =1' -0" S -4 SCALE: V=V-0"
CADD FILE: MINST17I1TIONAL
DRAWING TITLE:
FLOOR PLAN
& DETAILS
SHEET NO.
S =4