09-441-001EXISTING ROOF PLAN
SCALE: N.T.S.
O
Z
GENERAL STRUCTURAL NOTES: -
1. DESIGN: 9. AT THE CONTRACTORS OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS.
2007 FLORIDA BUILDING CODE 10. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF
LOAD CRITERIA: FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS OF
GRATING LIVE LOAD = 60 psf CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS
WIND LOAD (ASCE 7 -05) BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND TYPE OF
BASIC WIND SPEED = 146 mph (3- SECOND GUST) WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION
WIND IMPORTANCE FACTOR =1.15 (CATEGORY IV) OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS'
WIND EXPOSURE =C SECTIONS.
2. STRUCTURAL STEEL: 11. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY AREAS ON THE ROOF
THAT ARE DISTURBED AS A RESULT OF THE WORK ASSOCIATED WITH THE INSTALLATION
MATERIAL: OF THE EQUIPMENT, EQUIPMENT FRAME, ANTENNAS, AND OTHER ACCESSORIES.
U U
EXISTING EQUIPMENT
CABINETS ON STEEL FRAME
EXISTING
PENTHOUSE
EXISTING 8 —STORY OFFICE BUILDING
(TOP OF ROOF DECK EL. 85' -0" AGL)
STEEL MEMBERS SHALL CONFORM WITH THE
KEVIN M. SCHANEN
PE
FOLLOWING SPECIFICATIONS U.N.O.
LEO REPETTI
PE
HSS SHALL CONFORM TO ASTM A500 GRADE B
RUSSELL MORRISON
PE
(Fy = 42 KSI; Fu = 58 KSI)
ANGELINA FAIRCHILD
PE
W SHAPES SHALL CONFORM WITH ASTM A992 (Fy= 50ksi,Fu= 65ksi)
GUSTAVO ALVAREZ
PE
CHANNELS AND ANGLES SHALL CONFORM WITH ASTM A36 (Fy= 36ksi,Fu= 58ksi)
PLATES SHALL CONFORM WITH ASTM A36 (FY= 36ksi,Fu= 58ksi)
o
CONNECTIONS:
DESIGN, FABRICATION, AND CONSTRUCTION SHALL CONFORM TO AISC MANUAL
OF STEEL CONSTRUCTION.
WELDING:
EXISTING ROOF PLAN
SCALE: N.T.S.
O
Z
GENERAL STRUCTURAL NOTES: -
1. DESIGN: 9. AT THE CONTRACTORS OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS.
2007 FLORIDA BUILDING CODE 10. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF
LOAD CRITERIA: FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS OF
GRATING LIVE LOAD = 60 psf CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS
WIND LOAD (ASCE 7 -05) BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND TYPE OF
BASIC WIND SPEED = 146 mph (3- SECOND GUST) WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION
WIND IMPORTANCE FACTOR =1.15 (CATEGORY IV) OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS'
WIND EXPOSURE =C SECTIONS.
2. STRUCTURAL STEEL: 11. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY AREAS ON THE ROOF
THAT ARE DISTURBED AS A RESULT OF THE WORK ASSOCIATED WITH THE INSTALLATION
MATERIAL: OF THE EQUIPMENT, EQUIPMENT FRAME, ANTENNAS, AND OTHER ACCESSORIES.
E This document, together with the concepts and designs presented herein, as on
v instrument of service, is Intended only for the specific purpose and client for
which it was prepared. Reuse of and improper reliance on this document
p� without written authorization and adaptation by Kimley —Horn and Associates,
c_ Inc. shall be without liability to Kimley —Horn and Associates, Inc.
3
v
t
li
LEGEND
= DENOTES GRATING SPAN DIRECTION
AGL = ABOVE GROUND LEVEL
OEXISTING BATTERY CABINET
OEXISTING RADIO CABINET
g1 PLATFORM BEAM — W6x15
g 2 PLATFORM CHANNELS — C6x10.5
B3 HORIZONTAL BRACE - L3x3X3/8
C1 STUB COLUMN - HSS4x4x1 /4
G1 GRIP STRUT PLANK GRATING - McNICHOLS CATALOG # 102012 OR
APPROVED EQUIVALENT. GRATING TO BE WELDED TO STEEL FRAME
R1 UNISTRUT GUARD RAIL. SEE DETAIL ON SHT. S -2
NOTE:
GRATING IS NOT SIZED FOR CABINET LOADS.
DO NOT REST CABINETS ON GRATING AT
ANY TIME.
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SCALE FEET
CITY OF SO
BUILDIJ
APPROVED By:
WE
T
metro-P-CS-
FLOPODA 511 I.
1000 SAWGRASS CORPORATE PARKWAY, SUITE 400
FT. LAUDERDALE, FL. 33323
ZOJECT INFORMATION:
CURRENT ISSUE DATE:
: ISSUED FOR:
R
--AL:
APRIL 2009
CONSTRUCTION PLANS
:PLANS PREPARED BY:
Kimley —Horn
C=Fland Associates, Inc.
O 2009 KIMLEY —HORN AND ASSOCIATES, INC.
10521 S. W. VILLAGE CENTER DR., SUITE 103
PORT ST. LUCIE, FLORIDA 34987
(772) 345 -3800
FBPE CA00000696
- UN/AVVIN bT: Urlt\.: /Ar -V.:
RHO SHL GAA
:LICENSURE:
DAVID STEWART
PE
STEEL MEMBERS SHALL CONFORM WITH THE
KEVIN M. SCHANEN
PE
FOLLOWING SPECIFICATIONS U.N.O.
LEO REPETTI
PE
HSS SHALL CONFORM TO ASTM A500 GRADE B
RUSSELL MORRISON
PE
(Fy = 42 KSI; Fu = 58 KSI)
ANGELINA FAIRCHILD
PE
W SHAPES SHALL CONFORM WITH ASTM A992 (Fy= 50ksi,Fu= 65ksi)
GUSTAVO ALVAREZ
PE
CHANNELS AND ANGLES SHALL CONFORM WITH ASTM A36 (Fy= 36ksi,Fu= 58ksi)
PLATES SHALL CONFORM WITH ASTM A36 (FY= 36ksi,Fu= 58ksi)
o
CONNECTIONS:
DESIGN, FABRICATION, AND CONSTRUCTION SHALL CONFORM TO AISC MANUAL
OF STEEL CONSTRUCTION.
WELDING:
SHALL BE DONE BY AN AWS CERTIFIED WELDER AND IN COMPLIANCE
a
WITH AWS D1.1. ALL WELDS SIZES SHALL BE THE MAXIMUM ALLOWED
BY THE MATERIAL BEING WELDED WITH E70XX ELECTRODE U.N.O.
BOLTS:
o
A325 -X IN STANDARD HOLES, WITH WASHER SIZE AS SHOWN ON DRAWINGS.
O
N
ANCHOR BOLTS:
N
SHALL CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE
Q
3.
HOT DIP GALVANIZE ALL STRUCTURAL STEEL, FASTENERS AND MISCELLANEOUS METAL
FABRICATIONS. TOUCH UP ALL FIELD WELDS AND ABRADED AREAS WITH TWO COATS
_
OF GALVANIZED PAINT. REPAIR OF ABRADED OR UNCOATED AREAS SHALL CONFORM
TO ASTM A780 -93A.
N
4.
CONTRACTOR SHALL FIELD VERIFY ALL PERTINENT EXISTING DIMENSIONS AND SITE CONDITIONS
I
PRIOR TO COMMENCEMENT OF THE WORK. CONTRACTOR SHALL ALSO VERIFY THE LOCATION OF
i
THE PROPOSED IMPROVEMENTS PRIOR TO FABRICATION OF THE FRAME AND /OR INSTALLATION
OF ANY EQUIPMENT. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER.
r7
00
5.
CONTRACTOR / STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE
DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL
i
CONSTRUCTION.
N
0
6.
ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS
WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT UNDER
�r
ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER.
i
0
7.
CONTRACTOR / STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED
°
TO PREVENT RAINWATER INTRUSION.
i
8.
CONTRACTOR / STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR
o
TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD SPLICES MAY BE
USED FOR ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS
N
SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES.
i
E This document, together with the concepts and designs presented herein, as on
v instrument of service, is Intended only for the specific purpose and client for
which it was prepared. Reuse of and improper reliance on this document
p� without written authorization and adaptation by Kimley —Horn and Associates,
c_ Inc. shall be without liability to Kimley —Horn and Associates, Inc.
3
v
t
li
LEGEND
= DENOTES GRATING SPAN DIRECTION
AGL = ABOVE GROUND LEVEL
OEXISTING BATTERY CABINET
OEXISTING RADIO CABINET
g1 PLATFORM BEAM — W6x15
g 2 PLATFORM CHANNELS — C6x10.5
B3 HORIZONTAL BRACE - L3x3X3/8
C1 STUB COLUMN - HSS4x4x1 /4
G1 GRIP STRUT PLANK GRATING - McNICHOLS CATALOG # 102012 OR
APPROVED EQUIVALENT. GRATING TO BE WELDED TO STEEL FRAME
R1 UNISTRUT GUARD RAIL. SEE DETAIL ON SHT. S -2
NOTE:
GRATING IS NOT SIZED FOR CABINET LOADS.
DO NOT REST CABINETS ON GRATING AT
ANY TIME.
-H
I
in
0
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i.0
I
to
#t3
C/L EXIST. W12x40 GIRDER
M M �G
G' PGA
� w X X �� � w
Om N N All Om
al 0� +�� 0�
a-w F w LLJ
LLI:2 U) U) LLI
w w ��
ow ow
w i1 w a
2' -1 ' II 2 °_5 ° °t 4' -2" EXTEND PERIMETER
BEAM FOR STRUT
R1 R1 SUPPORT CONNECTION
C/L PLATFORM — — — — (TYP.)
SUPPORT FRAMING -
(TYP.) °
°____ I� ____________ o r91
o LL�J o o LJ o
°\ b II °
II \\
131 II n R1
\ II EXIST.
\ W12x40 ,
a CROSS II i
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1 I II I i ON SHEET S -2
B I
PLATFORM ACCESS LADDER.
Id (SEE DETAIL ON SHEET S -3)
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COLUMN BELOW
(TYP. 6 PLACES)
I`.
i
I
t
\\ 1�:
Z
0 1 2
SCALE FEET
CITY OF SO
BUILDIJ
APPROVED By:
WE
T
metro-P-CS-
FLOPODA 511 I.
1000 SAWGRASS CORPORATE PARKWAY, SUITE 400
FT. LAUDERDALE, FL. 33323
ZOJECT INFORMATION:
CURRENT ISSUE DATE:
: ISSUED FOR:
R
--AL:
APRIL 2009
CONSTRUCTION PLANS
:PLANS PREPARED BY:
Kimley —Horn
C=Fland Associates, Inc.
O 2009 KIMLEY —HORN AND ASSOCIATES, INC.
10521 S. W. VILLAGE CENTER DR., SUITE 103
PORT ST. LUCIE, FLORIDA 34987
(772) 345 -3800
FBPE CA00000696
- UN/AVVIN bT: Urlt\.: /Ar -V.:
RHO SHL GAA
:LICENSURE:
DAVID STEWART
PE
31180
KEVIN M. SCHANEN
PE
60251
LEO REPETTI
PE
57573
RUSSELL MORRISON
PE
51567
ANGELINA FAIRCHILD
PE
43958
GUSTAVO ALVAREZ
PE
67583
SHEET TITLE:
SUPPORT FRAME
SHEET NUMBER: REVISION:
L_ KHA Job #:
I 041417012