09-1110R-00333' -8" (FIELD VERIFY)
EQ.
EL. +42-211
- - - - - - - - - - - - - - ------ - - -- E:=- VTOP OF STEEI........... .
HSS 10 "x10 "x5/16" NSS 10"x10 "x5 /16" i
r— `a
29' -0" (FIELD VERIFY)
-HSS 10"x
e
LOUVER (TYP.) '
HORIZ. DIAGONAL REF. ARCH1 MECN HORIZ. DIAGONAL BEHIND 1x10 "x5/16" 1 HORIZ. DIAGONAL = HORIZ. DIAGONAL 1
HSS 10 "x10 "x5/16" 11455 4 "x4 "x1/4" DRAWINGS I = HSS 4 "x4NI/ " 11 11 I 11
BEHIND , 0 4 I I NSS 4 x4 x/4 = NSS 4"x4NI /4"
_ e 4X
X
I le a I _0 I
0 I
HORIZ. DIAGONAL HORIZ. DIAGONAL e e HORIZ. DIAGONAL ' HORIZ. DIAGONAL
H88 4 "X4NI /4 ° I u " I, " — — u 11 I,
I ,
HSS 4 x4 x 4 I I HSS 4 x4 x 4 HSS 4 "x4 "x1/4"
I TYP. II
.I. 1/4
EL. +34' -211
VTOP OF STEEL - _ -- - - - _ - - -- ,
__ --
NSS 10 "x10 "6116" HSS 10 "x10 "x5/16" r- SS 10 "x10 "x5 /16" '` --
BENIN
HSS 10 x10 x5/16
,n TYP. 1/4" ' , 1 '
8 -1 0 HORIZ. DIAGONAL
' = HSS 4 "x4'V /4 "-� EL. +30 2 DHSS 4�Ix411xI,1I _ 0
e I - 1 11 1 - - 4 - - 1 LOUVER (TYP.) '
I — - - - - - — TOP OF STEEL - - _ ,� REF. ARCH1 MECN
- - — '- DRAWINGS I N
x
e SS 10 "XION5 /1 HSS 10 "x10 "x5/16" e , TYP.
SS 10 "xI0,64611 a 1/4"
NSS 10 "XION5 /16" HORIZ. DIAGONAL I '� �; `I�� • / BEHIND -
BEHIND HSS 411x4NI/ 11 �� + HORIZ. DIAGONAL
4 +/
HSS 4 "x4"x1,411 I
TYP. � 6j I 'r
1/411 � I � ,
' 'n / I . +26' -3"
- -_ - -- EL .......
3 -- _ _ ------ _ _ _ _ _ _ _ _ _ TOP OF STEEL i _ _ _ _ _ _ _ _ _ _ _ _ _ _
r
II 11 II � II II II _
NSS 10 x10 x5/16 NSS 10 x10 x5/16 DETAIL � � --
/ 4'_111
CTYP.) S -3 NSS 10 "x10 "x5 /16"
.... ' .............. ............................... a..... ...... ............ ............................... ...................................... ............................... — 1.
I. I. ............................................................... .. I................................................. ............................... .
y DETAIL �.C. NOT :
X I
(TYP.) S-3 _ PROFILE OF EXISTING , 6,
CONCRETE BEAM BEYOND 1 2, 1
DETAIL D I Q, FIELD VERIFY EXACT LOCATION
I
(TYP.)
rA I I
HSS 10 "x10 "X5/16"
BEHIND
/ ... ............................... I 11 I I
1 I +
DETAIL A '' � HSS 10 "x10 "x5/16" '
COORDINATE ON FIELD COO S -3
INAT
(TYP.) _
K
RD E
IN FIELD
DETAIL H
(TYP.) S -3
FRAME ELEVATION
5.1 j SCALE: j6ll,11.0" A
F R A M E ELEVATION
5 -2 j SCALE: 35 •' =I' -0" A
GENERAL STRUCTURAL NOTES:
GENERAL:
2. ALL WELDING PERSONNEL SHALL BE CERTIFIED ACCORDING TO AWS
SHCP DRAWINGS:
PROCEDURES FOR THE WELDING PROCESS AND WELDING POSITION
GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING
USED. SUBMIT CERTIFICATES TO ARCHITECT/ENGINEER FOR THEIR
NO SHOP DRAWING SHALL BE SUBMITTED FOR ARCHITECT/ENGINEER'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 D1.1, E:-10 SERIES U.O.N.
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 WRITING, 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: E=VEN
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.
SUFFICIENT TIME FOR A RESPONSE:, CONTRACTOR IS RESPONSIBLE
SHOP IS 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
6. SUBMIT STRUCTURAL STEEL SHOP DRAWINGS TO ARCHITECT/ENGINEER
OTHER COSTS INCURRED BY SAME.
FOR REVIEW BEFORE FABRICATION. DO NOT REPRODUCE THE
FOR ANCHORING STEEL RODS IN EXISTING CONCRETE USE SIMPSON
STRUCTURAL DRAWINGS FOR USE AS SHOP DRAWINGS.
SEi HIGH STRENGTH EPDXY. DRILL HOLES 1/8" BIGGER THAN THE
WIND DESIGN CRITE=RIA:
DIAMETER OF THE STEEL ROD. THE OTHERWISE NOTED IN THESE PLANS,
I. PROVIDE: TEMPORARY BRACING AS NECESSARY TO INSURE A
OR UNLESS OTHERWISE INSTRUCTED BY THE MANUFACTURER'S
ALL STRUCTURAL ELEMENTS, EXPOSED TO WIND, HAVE BEEN
STABLE: STRUCTURE DURING CONSTRUCTION.
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:
BOLTS AND SCREWS:
STRUCTURAL STEEL:
TO BE NEW HIGH STRENGTH BILLET STEEL, DEFORMED AS PER ASTM A -305, AND
CONFORMING TO ASTM A -615, GRADE 60. LAP CONTINUOUS TOP AND BOTTOM BARS
ALL BOLTS AND SCREWS THAT ARE EXPOSED TO THE WEATHER SHALL BE HOT
1. SHALL CONFIRM TO ASTM A512, GRADE 50, DETAILED, FABRICATED
48 -5AR DIAMETERS, AT MID -SPAN FOR TOP, AND AT SUPPORTS FOR BOTTOM.
DIPPED GALVANIZED OR STAINLESS STEEL.
AND E=RECTION IN ACCORDANCE AISC SPECIFICATIONS, LATEST
PROVIDE "L" BARS 30" X 30" FOR TOP AND BOTTOM BARS AT ALL CORNERS OF ALL
EDITION. STEEL TUBES TO CONFORM TO A -500, GRADE B (fy =46 KSI).
TIE BEAMS. HOOK ENDS OF ALL TOP BARS FOR STRUCTURAL BEAMS (NON TIE - BEAMS)
CONCRETE:
SUBMIT SHOP DRAWINGS FOR APPROVAL BE=FORE FAIBRICATION.
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 316, LATEST EDITION. SUBMIT SHOP
4,000 PSI IN 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED, MAXIMUM
DRAWINGS FOR APPROVAL.
SIZE 1" CONCRETE SLUMP: 3" MIN. TO 5" MAX. VERTICAL CONCRETE DROP NOT
TO EXCEED 8 FEET.
CONCRETE: COVER:
TO BE AS FOLLOWS:
COLUMNS
BOTTOM
BERMELLO AJAMIL & PARTNERS, INC.
-Architecture Engineering Planning
Irterior Design Landscape Architecture
- - - - - 26C 1 South Bayshore Drive 10th Floor
Miami, Florida 33133
(305) 859 -2050 Fax (305) 860 -3700
MEP ENGINEER:
MEPENGINEER INFORMATION
SSR
Smith, Seekman, Reid, Inc.
CONSULTING
ENGINEERS
600 West Hillsboro, Suite 300
1"
I 1D 11 PhoDeerfield Beach, Florida 33441
ss 1011XI011X5/I/_ ne(954)421 -1260 Fa:(954)421 -1466
BEHIND
HSS 10 "x10 "x546"
BEHIND
TOP SIDES
_ 111
CITY OF SOUTH MIAMI
BUILDING DEPT.
STRUCTURAL CTION
.VPROVED BY:
STRUCTURAL ENGINEER MORMATION
N %INEMNEEA Pp�pp
8i5NBlJLTI
❑RAMON R. DONNELL P.E. 1flZ
antis uc
4 ❑PEDRO J. DUQUESNE P.E. 002$764
r'' 0w"' uc wu
{: �0AIID�A�yt ALBAISA P.E. ��461
o9tiT[ a R.019DA . AUTHOWATI= Ih tlW
2009
�O�Q J.I D(jQ�cc`
0,2 2.T�
REVISIONS:
A 21 01/04/10 COORDINATION
02/18/10 REVISION
PROJECT NAME:
SMII - COOLING TOWER REPLACEMENT
PROJECT ADDRESS:
7400 S.W. 62nd Ave.
SnuthMiami F1nriAaZZIdZ
SCALE:
DATE: 11-05 -2009
DRAWN: DDA
CHECKED: DDA
CARD FILE: ILINSTITUTIONAL
DRAWING TITLE:
FRAME ELEVATION
AND GENERAL NOTES
SHEET NO.
S =2