09-1110-0081/4' - I i Q = I
BERMELLO AJAMIL & PARTNERS, INC.
_Ar6hiteddrie Engineering Planning
Interior Design, LarTdsc6pe Architecture
260_l"Sbutfi_baySh76r6^Drive 10th Floor
Miami, Florida 33133
L (305) 859-2050 Fax (305) 860-3700
T. MEP ENGINEER:
MEPENGINEER INFORMATION
I \
Ll SSR
Smith, Seckman, Reid, Inc.
C� C)o INTs T-T Y--Jr I INT C7�
ENGINEERS
600 West Hiltsboro, Suite 300
Deerfield Beach, Florida 33441
1% 8"x&"x5Ab Phone(954)421-1260 Fax(954)421-1406
BEHIND
STRUCTURAL ENGINEER INFORMATION
NEIP&NI&A.
FL DOWELL P&.q=
NMOUNL�M%l
t v OPEDRO I M""a &"Me
DADA IL AU3AISA P.E.
AMIGMA"M ft 0
Q mkyaz Mart
33'-8" (FIELD VERIFY)
GENERAL:
L
SHOP DRAWINGS:
HORIZ. DIAGONAL
PROCEDURES FOR THE WELDING PROCESS AND WELDING POSITION
29' -0" (FIELD VERIFY)
USED. SU5MIT CERTIFICATES TO ARCHITECT/ENGINEER FOR THEIR
NO SHOP DRAWING SHALL BE SUBMITTED FOR ARCHITECT/EWSINEER'S REVIEW UNTIL
CONDITIONS, DIMENSIONS AND CONFLICTS PRIOR TO FABRICATION.
RECORDS ]BEFORE ]BEGINNING WELDING.
HORIZ. DIAGONAL "It
CONTACT ARCHITECT/ENGINEER IF OTHERWISE.
DIMENSIONING, AND OTHER TRADE REQUIREMENTS BY THE CONTRACTOR, AND
Ea
3. USE ELECTRODES CONFORMING TO AWS 01.1, E10 SERIES UON,
Ea
IF ANY ERRORS OR OMISSIONS APPEAR IN TE DRAWINGS,
L
RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ERRORS OR OMISSIONS, AS A RESULT OF
SPECIFICATIONS, OR OTHER DOCUMENTS, THE CONTRACTOR MUST
4. CUT, DRILL OR PUNCH HOLES PERPENDICULAR TO METAL SURFACES.
CHECKING AND REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE
Ea
DO NOT FLAME CUT HOLES OF ENLARGE HOLES BY ]BURNING.
HSS 411x4'1X'/4 11
Ea
DRAWINGS BY ENGINEER AND EVEN THOUGH WORK IS DONE IN ACCORDANCE WITH
THAT THE CONTRACTOR FAILS TO GIVE NOTICE, OR PROVIDE
5. SPLICING OR STRUCTURAL STEEL MEMBERS IN THE FIELD OR IN THE
L
HSS 411x4"x'/4 11
SHOP 15 PROHIBITED EXCEPT WHERE INDICATED ON THE DRAWINGS.
FOR THE RESULT OF SUCH ERRORS OR OMISSIONS AND FOR ALL
ANCHORING; EPDXY:
COSTS FOR RECTIFYING SAME AND FOR ANY DELAYS OR ANY
ro. SUBMIT STRUCTURAL STEEL SHOP DRAWINGS TO ARCHITECT/ENGINEER
OTHER COSTS INCURRED BY SAME.
AEL. +42-211
FOR ANCHORING STEEL RODS IN EXISTING CONCRETE USE SIMPSON
WIND DESIGN CRITERIA:
STRUCTURAL DRAWINGS FOR USE AS SHOP DRAWINGS.
SET HIGH STRENGTH EPDXY. DRILL HOLES 1/8" BIGGER THAN THE
DIAMETER OF THE STEEL ROD. THE OTHERWISE NOTED IN THESE PLANS,
.......... ..............
I. PROVIDE TEMPORARY BRACING AS NECESSARY TO INSURE A
STABLE STRUCTURE DURING CONSTRUCTION.
OR UNLESS OTHERWISE INSTRUCTED BY THE MANUFACTURER'S
RECOMMENDATIONS. FOR SUBSTITUTION, SUBMIT TO STRUCTURAL
DESIGNED PER THE GUIDELINES OF THE ASCE 1-2005 BUILDING
-- — -
— - ------
REINFORCING STEEL:
STRUCTURAL STEEL:
TO BE NEW HIGH STRENGTH BILLET STEEL, DEFORMED AS PER ASTM A-305, AND
]BOLTS AND SCREWS:
------
CONFORMING TO ASTM A-615, GRADE 60. LAP CONTINUOUS TOP AND BOTTOM 5Af;ro
48 -BAR DIAMETERS, AT MID-SPAN FOR TOP, AND AT SUPPORTS FOR BOTTOM.
— — — — — — — — — — — — — — — — — —
AND ERECTION IN ACCORDANCE RISC SPECIFICATIONS, LATEST
PROVIDE 111-11 BARS 3011 X 3011 FOR TOP AND BOTTOM 5AI;;ZS AT ALL CORNERS OF ALL
........
— — — — — —
.
SUMMIT SHOP DRAWINGS FOR AF1=1R01/AL BEFORE FABRICATION.
=--3
-- — - — -
ALL STRUCTURAL STEEL EXPOSED TO THE ELEMENTS TO BE HOT
3-
- — - — - — - —
- — - — -- E-:=- Z
STRUCTURES, AND THE ACI BUILDING CODE 318, LATEST EDITION. SUBMIT SHOP
—
— — — — — — — —
— — — — — —
SIZE I,,. CONCRETE SLUMP: 3" MIN. TO 5" MAX. VERTICAL CONCRETE DROP NOT
HSS 8x8 x5/16
1455 SN8 N5/16"
HSS 811X8116/1611
HSS SNON5/16
&NS"xr.7/1611
—HSS 8N&N5/16"
I
14ORIZ D11
11456
I
LOUVER (TYR)
REP. ARCHJ MECH
a
HORIZ DIAGONAL
I
BEHIND
65 811X81147/1611
I
HORIZ. DIAGONAL
T2411x411
0
WORM DIAGONAL
HORIZ DI
HSS 8"X8"X5A(0"
11 11 11
HSS 4 x4X 1/4
11 11 11
4 x4 X1/4 11
DRAUJIW36
HSS 411x411 X 1/4 11
BEHIND
X 1/4 111
(
TYR 1/411
HSS 41lx4l' iAGONAL
5EHI
I
�
I
�
_7
R-----------------
6/16"
DETAIL
. .
. . . . . .............. ... ...
_T_
E E:
HSS SNSN5/16"
HS6 &NON5A
11
HSS a X81,47/16
HSS VIX8116A(011
HORIZ DIAGONAL
I =
HORIZ. DIAGONAL
HORIZ DIAGONAL
14ORIZ DIAGONAL
11 11 11
HSS 4 X4 X1/4
41-111
L
HSS 4 X4 X14
IQ
HSS 4 X4 X1/4
HSS 4'1X4'1X'/4 11
;t
REF. ARC14J MECH
DRAWINGS
TYR
II
i�
::;t
TYP'>-1/411v
1/4
DETAIL
=1
3 -- — -
(TYP') 8-3
-------------
------
- - - - - --
- - — - — - ------
--
-- E_ - - --
— -
— —
-Ef
11
% 0
HSS 8"X8"X5A(0
HSS 811X8116/1611
— — — — —
_H65 8NSN5/160
HSS aNa"X5/16"
X
to
I
;i
fz�
Typ.-)=�..
;�T
�T-
1/4' - I i Q = I
BERMELLO AJAMIL & PARTNERS, INC.
_Ar6hiteddrie Engineering Planning
Interior Design, LarTdsc6pe Architecture
260_l"Sbutfi_baySh76r6^Drive 10th Floor
Miami, Florida 33133
L (305) 859-2050 Fax (305) 860-3700
T. MEP ENGINEER:
MEPENGINEER INFORMATION
I \
Ll SSR
Smith, Seckman, Reid, Inc.
C� C)o INTs T-T Y--Jr I INT C7�
ENGINEERS
600 West Hiltsboro, Suite 300
Deerfield Beach, Florida 33441
1% 8"x&"x5Ab Phone(954)421-1260 Fax(954)421-1406
BEHIND
STRUCTURAL ENGINEER INFORMATION
NEIP&NI&A.
FL DOWELL P&.q=
NMOUNL�M%l
t v OPEDRO I M""a &"Me
DADA IL AU3AISA P.E.
AMIGMA"M ft 0
Q mkyaz Mart
......................................................................................... . . ........................................................................ . ............................ 64EL. +111-611 ................... TIL
VTD. SLAB -HSS 8"x8•x5AV'
DETAIL A
(TYP.) f5w COORDINATE ON FIELD
COORDINATE DETAIL rA_��
C4 ON FIELD
C4 (TYF.) -3
Cq
CA
rzxist sLA5' ;711
CIFRAME E L E V A T I O R , F R A M E E L E V A T I O N
\, 8-2 j SCALE: 3/a11=11_011
1� SCALE: -3/a11=11_011
GENERAL STRUCTURAL NOTES:
GENERAL:
2. ALL WELDING PERSONNEL SHALL 5E CERTIFIED ACCORDING TO AWS
SHOP DRAWINGS:
HORIZ. DIAGONAL
PROCEDURES FOR THE WELDING PROCESS AND WELDING POSITION
GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING
USED. SU5MIT CERTIFICATES TO ARCHITECT/ENGINEER FOR THEIR
NO SHOP DRAWING SHALL BE SUBMITTED FOR ARCHITECT/EWSINEER'S REVIEW UNTIL
CONDITIONS, DIMENSIONS AND CONFLICTS PRIOR TO FABRICATION.
RECORDS ]BEFORE ]BEGINNING WELDING.
HORIZ. DIAGONAL "It
CONTACT ARCHITECT/ENGINEER IF OTHERWISE.
DIMENSIONING, AND OTHER TRADE REQUIREMENTS BY THE CONTRACTOR, AND
3. USE ELECTRODES CONFORMING TO AWS 01.1, E10 SERIES UON,
STAMPED WITH THE CONTRACTOR'S APPROVAL SEAL. ENGINEER ASSUMES NO
IF ANY ERRORS OR OMISSIONS APPEAR IN TE DRAWINGS,
RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ERRORS OR OMISSIONS, AS A RESULT OF
SPECIFICATIONS, OR OTHER DOCUMENTS, THE CONTRACTOR MUST
4. CUT, DRILL OR PUNCH HOLES PERPENDICULAR TO METAL SURFACES.
CHECKING AND REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE
NOTIFY THE ARCHITECT AND ENGINEER, IN WRJTING, OF THE SAME
DO NOT FLAME CUT HOLES OF ENLARGE HOLES BY ]BURNING.
HSS 411x4'1X'/4 11
L
DRAWINGS BY ENGINEER AND EVEN THOUGH WORK IS DONE IN ACCORDANCE WITH
THAT THE CONTRACTOR FAILS TO GIVE NOTICE, OR PROVIDE
5. SPLICING OR STRUCTURAL STEEL MEMBERS IN THE FIELD OR IN THE
L
HSS 411x4"x'/4 11
SHOP 15 PROHIBITED EXCEPT WHERE INDICATED ON THE DRAWINGS.
FOR THE RESULT OF SUCH ERRORS OR OMISSIONS AND FOR ALL
ANCHORING; EPDXY:
COSTS FOR RECTIFYING SAME AND FOR ANY DELAYS OR ANY
ro. SUBMIT STRUCTURAL STEEL SHOP DRAWINGS TO ARCHITECT/ENGINEER
OTHER COSTS INCURRED BY SAME.
FOR REVIEW BEFORE FABRICATION. 00 NOT REPRODUCE THE
FOR ANCHORING STEEL RODS IN EXISTING CONCRETE USE SIMPSON
WIND DESIGN CRITERIA:
STRUCTURAL DRAWINGS FOR USE AS SHOP DRAWINGS.
SET HIGH STRENGTH EPDXY. DRILL HOLES 1/8" BIGGER THAN THE
DIAMETER OF THE STEEL ROD. THE OTHERWISE NOTED IN THESE PLANS,
.......... ..............
I. PROVIDE TEMPORARY BRACING AS NECESSARY TO INSURE A
STABLE STRUCTURE DURING CONSTRUCTION.
OR UNLESS OTHERWISE INSTRUCTED BY THE MANUFACTURER'S
RECOMMENDATIONS. FOR SUBSTITUTION, SUBMIT TO STRUCTURAL
DESIGNED PER THE GUIDELINES OF THE ASCE 1-2005 BUILDING
ENGINEER FOR REVIEW AND HIS APPROVAL.
CODE AND FLORIDA ]BUILDING CODE 2001.
REINFORCING STEEL:
STRUCTURAL STEEL:
TO BE NEW HIGH STRENGTH BILLET STEEL, DEFORMED AS PER ASTM A-305, AND
]BOLTS AND SCREWS:
1. SHALL CONFIRM TO ASTM A512, GRADE 50, DETAILED, FABRICATED i
CONFORMING TO ASTM A-615, GRADE 60. LAP CONTINUOUS TOP AND BOTTOM 5Af;ro
48 -BAR DIAMETERS, AT MID-SPAN FOR TOP, AND AT SUPPORTS FOR BOTTOM.
— — — — — — — — — — — — — — — — — —
AND ERECTION IN ACCORDANCE RISC SPECIFICATIONS, LATEST
PROVIDE 111-11 BARS 3011 X 3011 FOR TOP AND BOTTOM 5AI;;ZS AT ALL CORNERS OF ALL
EDITION. STEEL TUBES TO CONFORM TO A-500, GRADE 5 (fq=46 KSI) :::
— — — — — —
=7
SUMMIT SHOP DRAWINGS FOR AF1=1R01/AL BEFORE FABRICATION.
REINFORCING STEEL TO BE DETAILED AND FABRICATED IN ACCORDANCE WITH
ALL STRUCTURAL STEEL EXPOSED TO THE ELEMENTS TO BE HOT
3-
ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF
DIPPED GALVANIZED.
STRUCTURES, AND THE ACI BUILDING CODE 318, LATEST EDITION. SUBMIT SHOP
—
— — — — — — — —
— — — — — —
SIZE I,,. CONCRETE SLUMP: 3" MIN. TO 5" MAX. VERTICAL CONCRETE DROP NOT
1455 SN8 N5/16"
HSS SNON5/16
&NS"xr.7/1611
—HSS 8N&N5/16"
HSS 8"x8"x5/16"
IBEHI
I
HORIZ. DIAGONAL
BEHIND
WORM DIAGONAL
11 11 11
HSS 4 x4X 1/4
HSS 411x4"x'/4 11
TYR 1/411
I
�
I
_7
DETAIL
. .
. . . . . .............. ... ...
_T_
E E:
HSS SNSN5/16"
HS6 &NON5A
11
MAJ 8)016/16"
41-111
L
ZLOUVER
;t
REF. ARC14J MECH
DRAWINGS
TYR
II
1/4
DETAIL
(TYP') 8-3
- —
— — — — — — — —
— —
— — — — —
_H65 8NSN5/160
HSS & xV'6/16"
;�T
5EHI
......................................................................................... . . ........................................................................ . ............................ 64EL. +111-611 ................... TIL
VTD. SLAB -HSS 8"x8•x5AV'
DETAIL A
(TYP.) f5w COORDINATE ON FIELD
COORDINATE DETAIL rA_��
C4 ON FIELD
C4 (TYF.) -3
Cq
CA
rzxist sLA5' ;711
CIFRAME E L E V A T I O R , F R A M E E L E V A T I O N
\, 8-2 j SCALE: 3/a11=11_011
1� SCALE: -3/a11=11_011
GENERAL STRUCTURAL NOTES:
GENERAL:
2. ALL WELDING PERSONNEL SHALL 5E CERTIFIED ACCORDING TO AWS
SHOP DRAWINGS:
PROCEDURES FOR THE WELDING PROCESS AND WELDING POSITION
GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING
USED. SU5MIT CERTIFICATES TO ARCHITECT/ENGINEER FOR THEIR
NO SHOP DRAWING SHALL BE SUBMITTED FOR ARCHITECT/EWSINEER'S REVIEW UNTIL
CONDITIONS, DIMENSIONS AND CONFLICTS PRIOR TO FABRICATION.
RECORDS ]BEFORE ]BEGINNING WELDING.
AFTER THEY HAVE BEEN REVIEWED AND NOTED FOR CONSTRUCTION METHOD
CONTACT ARCHITECT/ENGINEER IF OTHERWISE.
DIMENSIONING, AND OTHER TRADE REQUIREMENTS BY THE CONTRACTOR, AND
3. USE ELECTRODES CONFORMING TO AWS 01.1, E10 SERIES UON,
STAMPED WITH THE CONTRACTOR'S APPROVAL SEAL. ENGINEER ASSUMES NO
IF ANY ERRORS OR OMISSIONS APPEAR IN TE DRAWINGS,
RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ERRORS OR OMISSIONS, AS A RESULT OF
SPECIFICATIONS, OR OTHER DOCUMENTS, THE CONTRACTOR MUST
4. CUT, DRILL OR PUNCH HOLES PERPENDICULAR TO METAL SURFACES.
CHECKING AND REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE
NOTIFY THE ARCHITECT AND ENGINEER, IN WRJTING, OF THE SAME
DO NOT FLAME CUT HOLES OF ENLARGE HOLES BY ]BURNING.
MADE GOOD BY CONTRACTOR IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW OF
PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. IN THE EVEN
DRAWINGS BY ENGINEER AND EVEN THOUGH WORK IS DONE IN ACCORDANCE WITH
THAT THE CONTRACTOR FAILS TO GIVE NOTICE, OR PROVIDE
5. SPLICING OR STRUCTURAL STEEL MEMBERS IN THE FIELD OR IN THE
SUCH SHOP DRAWINGS.
SUF=FICIENT TIME FOR A RESPONSE, CONTRACTOR IS RESPONSIBLE
SHOP 15 PROHIBITED EXCEPT WHERE INDICATED ON THE DRAWINGS.
FOR THE RESULT OF SUCH ERRORS OR OMISSIONS AND FOR ALL
ANCHORING; EPDXY:
COSTS FOR RECTIFYING SAME AND FOR ANY DELAYS OR ANY
ro. SUBMIT STRUCTURAL STEEL SHOP DRAWINGS TO ARCHITECT/ENGINEER
OTHER COSTS INCURRED BY SAME.
FOR REVIEW BEFORE FABRICATION. 00 NOT REPRODUCE THE
FOR ANCHORING STEEL RODS IN EXISTING CONCRETE USE SIMPSON
WIND DESIGN CRITERIA:
STRUCTURAL DRAWINGS FOR USE AS SHOP DRAWINGS.
SET HIGH STRENGTH EPDXY. DRILL HOLES 1/8" BIGGER THAN THE
DIAMETER OF THE STEEL ROD. THE OTHERWISE NOTED IN THESE PLANS,
ALL STRUCTURAL ELEMENTS, EXPOSED TO WIND, HAVE BEEN
I. PROVIDE TEMPORARY BRACING AS NECESSARY TO INSURE A
STABLE STRUCTURE DURING CONSTRUCTION.
OR UNLESS OTHERWISE INSTRUCTED BY THE MANUFACTURER'S
RECOMMENDATIONS. FOR SUBSTITUTION, SUBMIT TO STRUCTURAL
DESIGNED PER THE GUIDELINES OF THE ASCE 1-2005 BUILDING
ENGINEER FOR REVIEW AND HIS APPROVAL.
CODE AND FLORIDA ]BUILDING CODE 2001.
REINFORCING STEEL:
STRUCTURAL STEEL:
TO BE NEW HIGH STRENGTH BILLET STEEL, DEFORMED AS PER ASTM A-305, AND
]BOLTS AND SCREWS:
1. SHALL CONFIRM TO ASTM A512, GRADE 50, DETAILED, FABRICATED i
CONFORMING TO ASTM A-615, GRADE 60. LAP CONTINUOUS TOP AND BOTTOM 5Af;ro
48 -BAR DIAMETERS, AT MID-SPAN FOR TOP, AND AT SUPPORTS FOR BOTTOM.
ALL BOLTS AND SCREWS THAT ARE EXPOSED TO THE WEATHER SHALL BE HOT
DIPPED GALVANIZED OR STAINLESS STEEL.
AND ERECTION IN ACCORDANCE RISC SPECIFICATIONS, LATEST
PROVIDE 111-11 BARS 3011 X 3011 FOR TOP AND BOTTOM 5AI;;ZS AT ALL CORNERS OF ALL
EDITION. STEEL TUBES TO CONFORM TO A-500, GRADE 5 (fq=46 KSI) :::
TIE BEAMS. HOOK ENDS OF ALL TOP 54ro FOR STRUCTURAL BEAMS (NON TIE-5EAMS)
CONCRETE:
SUMMIT SHOP DRAWINGS FOR AF1=1R01/AL BEFORE FABRICATION.
REINFORCING STEEL TO BE DETAILED AND FABRICATED IN ACCORDANCE WITH
ALL STRUCTURAL STEEL EXPOSED TO THE ELEMENTS TO BE HOT
"MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCING CONCRETE
ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF
DIPPED GALVANIZED.
STRUCTURES, AND THE ACI BUILDING CODE 318, LATEST EDITION. SUBMIT SHOP
4,000 PSI IN 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED, MAXIMUM
DRAWINGS FOR APPROVAL.
SIZE I,,. CONCRETE SLUMP: 3" MIN. TO 5" MAX. VERTICAL CONCRETE DROP NOT
TO EXCEED 8 FEET.
CONCRETE COMER:
TO BE AS FOLLOWS:
COLUMNS
w
HSS 8"x8 'x5/16"
BEHIND
]BOTTOM TOP SIDES
'' - � -
(-;' SOUTH MIAMI
[.-DING DEPT.
TURAL SECTinti
ay:
UV Pi
td -
0
"v
r
pf? 0
OP#2 TWV
REVISIONS:
PROJECT NAME:
SMH - COOLING TOWER REPLACEMENT
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
SCALE:
DATE: 11-05-2009
DRAWN: DDA
CHECKED: DDA
CADD FILE: H:INST1T1MONAL
DRAWING TITLE:
FRAME ELEVATION
AND GENERAL NOTES
SHEET NO.