09-1110R-005FAI
ANEW W 21x68
STIFFENER PLATES
1 /4" TYP.
1/411
STEEL PLATES
j, II
Cz
2 STIFFENER PLATE
EXISTING
(, CMU WALL:
C12) -5/8" DIA. THREADED
ROD Alga GR 5-1 (SAE 4140),
5" EMBEDMENT, SET WITH
SIMPSON SET EPDXY -TIE
INTO A 3/4" DIA. HOLE.
10" `4
I/4'
VIEW C-C
NEW W 21x68
3/9" STIFFENER PLATES
(12) -5 /a" DIA. THREADED
ROD A193 GR 51
(SAE 4140), 5"
EMBEDMENT, SET
WITH SIMPSON SET
EPDXY -TIE INTO
A 3/4" DIA. HOLE.
' /z" STIFFENER PLATE —
EXISTING CONIC.
COLUMN
DETAIL
D E T A I L
5-4 SCALE: i11=11-011
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)
L 4 "x4 "x1/4 "x2' -0" LONG
W/ (5)-5/811 DIA. THREADED
ROD A193 GR 51 (SAE 4140),
5" EMBEDMENT, SET WITH
SIMPSON SET EPDXY -TIE
INTO A 3/4" DIA. HOLE.
NEW W 21x68
ING COLUMN.
D E T A I L
5-4 SCALE: I " =1' -0"
L 4 "x4 "x 1/4 "x2' -10" LONG
W/ C6) -5 /a l' DIA. THREADED
_ ROD A193 GR 51 OSAE 4140),
+ 5" EMBEDMENT, SET WITH
SIMPSON SET EPDXY -TIE
+ INTO A 3/4" DIA. HOLE.
EXISTING CONC.
* COLUMN
N4
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NEW W 21x68
+ _
5 5/16"
C, II
VIEW B -13
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DETAIL- C BERMELLO AJAMIL & PARTNERS, INC.
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QSYM. S -3 ��� -I ^.-� - - -- Architecture Engineering Planning
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EXISTING CONCRETE BEAM : _ _ - - , - = - -2601 South Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
I I I I I I I I I I I I EW C15x40 I MEP ENGINEER:
II ( I ( I I I I I I ( MEPENGINEER INFORMATION
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EXISTING CURB TO REMAIN (TY ) CONSULTING
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600 West Hillsboro, Suite 300
Deerfield Beach, Florida 33441
Phone(954)421 -1280 Faz(954)421 -1488
PM
DETAIL C
S -4
(2) L 3x3x1/4x1' -10" LONG.
3/4 "x10 "x2' -0" EMBED PLATE
WITH 6-3/4"-Ox 0' -6" HEADED
STUDS WELDED TO PLATE.
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STRUCTURAL ENGINEER INFORMATION
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❑RAMON R. DONNELL P.E gp,11� ,
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North
PARTIAL NEW COOLING TOWER FRAMING PLAN "E�ow <
ABOVE EXISTING 2ND FLOOR /ROOF. e
SCALE:3/8" V-011
4-3/4"0A 325 BOLTS. NEW COLUMN
16"
-NEW COLUMN BEYOND Cl 4,
T.O. EXIST BEAM
OR SLAB(FIEL VERIFY) ; : ;
C RE6,4R
(o) DOWEL
EXISTING CONC. BEAM LOCATE EXIST. CONCRETE
1211x36" (214) BEAM TOP STEEL PRIOR
TO DRILLING.
DRILL "/8" DIAMETER, 6" DEEP HOLES, PLACE
HILTI HY -150 HIT -ICE ADHESIVE ANCHOR INTO
BAR FOLLOW ODLOW R
MANUFACTURER INSTRUCTIONS. B D E T A I L
S -� SCALE: 1 " =1' -O"
"4 -91211 c/c
_#ro
EXISTING CONC.
BEAM.
4 -3/4" x 10 x 2' -0"
STEEL PLATE WITH
6- 3 /4" -OX 0'40"
HEADED STUDS
WELDED TO THE
PLATE.
NEW W 24x55
1/411 V
NEW COOL ING
TOWER- /
VIEW A-A
REVISIONS:
CITY OF SOUTH MIAIVI1 COORDINATION 01/04/10
BUILDING DEPT, II
I
STRUCTURAL SECT10i1
APPROVED BY.
NEW W 21x68 PROJECT NAME:
SMII - COOLING TOWER REPLACEMENT
(4) -3/4" DIA. A325 BOLTS
WITH WASHERS AND NUTS
ASSEMBLY TACK WELD NUT PROJECT ADDRESS:
BOLT AFTER TIGHTENING 7400 S.W. 62nd Ave.
South Miami, Florida 33143
STIFFENER PLATES
KEY PLAN
W 21X68
'
3/8" STIFFENER PLATES
A COMM. NO. 0912 -04
(4) -3/4" DIA. A325 BOLTS SCALE:
WITH WASHERS AND NUTS DATE: 11-05 -2009
ASSEMBLY TACK WELD NUT DRAWN: DDA
BOLT AFTER TIGHTENING CHECKED: DDA
CADD FILE: IHNSTITUTIONAL
NEW W 14X53 DRAWING TITLE:
t 44" STIFFENER PLATE FLOOR PLAN
AT EACH SIDE
& DETAILS
A D E T A I L SHEET NO.
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