09-441-002BOT. OF
FRAME
0
T.O. ROOF
T.O. SLAB .
VIEW A -A CONTRACTOR TO FIELD VERIFY
0 1 2
SCALE FEET
V \
N WELD '1'
I I
M C/L COLUMN &PLATE I I
0
C I I C
w
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BOTTOM PLATE ELEVATION
WELD
E I V A
C1.
� C/L COLUMN & PLATE
C/L GIRDER ABOVE D �D
0
TOP PLATE 11 1 v
N
w
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Q
N I I
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I I
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Cn
ANGLES
A
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VIEW A -A CONTRACTOR TO FIELD VERIFY
0 1 2
SCALE FEET
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0
C I I C
w
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BOTTOM PLATE ELEVATION
WELD
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C1.
� C/L COLUMN & PLATE
C/L GIRDER ABOVE D �D
0
TOP PLATE 11 1 v
N
w
N VIEW "B" °
Q
N I I
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Cn
ANGLES
A
B
C
D
o
COLUMN
F
G
WELD
'1'
I I
F
BOLT
C1
TOP PLATE
6"
10"
1/2"
1 1/4"
1 1 /2"
C1
13/16 "0
B*
3/16"
U
BOT. PLATE
12"
I I
1 /2"
i
1 1 /2"
C1
11 /16 "0
B **
13/16"
r7
DO
I I TOP PLATE ELEVATION
0
N
° COLUMN PLATE SCHEDULE
0
0
0
i
Is
YOND
18GA. GALV. STL. PAN
SEAM & SOLDER ALL JTS.
SET IN HOT BITUMINOUS
ROOFING & COATED W/
PLASTIC CEMENT. FILL
PAN FLUSH W/ PITCH
REPAIR /REPLACE EXIST.
ROOFING 36" BEYOND
AREA AFFECTED BY WORK
PROPOSED EQUIPMENT
FRAME (SEE THIS SHT.
2" 2" I _ FOR DETAILS)
LEGEND
ROOF PITCH POCKET DETAIL
SCALE: N.T.S.
POSED ROOF
.H POCKET B1 PLATFORM SUPPORT BEAM — W6x15
'. OF 6)
DETAIL g 2
PLATFORM CHANNEL — C6x10.5
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 THIS SHT.
COLUMN & PLATE
WELD '1'
C/L COLUMN & PLATE
C/L GIRDER ABOVE
BOTTOM PLATE
VIEW )) C"
MARK
ANGLES
A
B
C
D
E
COLUMN
F
G
WELD
'1'
REMARK
HOLE
BOLT
C1
TOP PLATE
6"
10"
1/2"
1 1/4"
1 1 /2"
C1
13/16 "0
B*
3/16"
WELD ALL AROUND
BOT. PLATE
12"
12"
1 /2"
1 1 /2"
1 1 /2"
C1
11 /16 "0
B **
13/16"
WELD ALL AROUND
U
E This document, together with the concepts and designs presented herein, as an
0 instrument of service, is intended only for the specific purpose and client for
C: which it was prepared. Reuse of and improper reliance on this document
0) without written authorization and adaptation by Kimley —Horn and Associates,
S Inc. shall be without liability to Kimley —Horn and Associates, Inc.
3r
0
0
B* 3/4 "0 A325 —X
B ** 5/8 "0 HILTI KWIK BOLT 3 EXPANSION
ANCHOR (MIN EMBEDMENT = 4 ")
ANGLES
UCTURAL
%A Ir M T1 IInI r'C`C`
CONNECTING
BEAM
ANGLES
L
ANGLE LENGTH
WELD A
E70XX
WELD B
E70XX
W6x15
(2) 3 "x3 "X3/8"
4"
3/16
1/4
C6x10.5
(1) 3 "x3 "X3/8"
4"
3/16
1/4
WELD B
TYPICAL BEAM TO BEAM CONNECTION DETAIL
SCALE: N.T.S.
BEAM (SEE PLAN)
1 1/2"
GUSSET PLATE 6 "x4 "x1 /2"
(CONNECT TO BOTTOM FLANGE) \ ��
SEE PLAN
3/4 "0 STD
NOTE: BOLT 6„
TOP FLANGE OF BEAM
NOT SHOWN FOR CLARITY
L3x3x3/8 HORIZONTAL
BRACE
TYPICAL HORIZONTAL BRACE CONNECTIONS DETAIL
I
1"
GRIP STRUT
L3x2x3/8xO' -5 3/8" J
LONG CENTERED ON 2"
POST (TYP.) (TYP.)
UNISTRUT P1000
RAIL CONNECTED w/
P1031 FITTING
UNISTRUT P5500
POST @ 48" O.C.
MAX.
UNISTRUT P1000
RAIL CONNECTED W/
P1028 FITTING
SCALE: N.T.S.
nnnT n ^P
ISTRUT P1000
IL (TYP)
1/4"x4" TOE PLATE CONTRACTOR TO FIELD
WELDED TO POST CUT GRATING AT
GUARDRAIL CONNECTION
1/2"0 12 GA HHCS w/
NUT AND WASHER (4
EACH POST)
UNISTRUT P5547
U —SHAPE FITTINGS w/
(1) 1/2"0, 12 GA HEX
HEAD CAP SCREWS
(HHCS) AND P5510
CHANNEL NUT WITH
SPRING (TYP OF 2) TYP.
GUARD RAIL DETAIL
>TRUT P5500
T @ 48" 0. C.
SCALE: N.T.S.
li
CITY OF
I3UILJ
t
IIIIIIIIIIIX
metro PCS
FLORIDA, LLC.
1000 SAWGRASS CORPORATE PARKWAY, SUITE 400
FT. LAUDERDALE, FL. 33323
ROJECT INFORMATION:
.CURRENT ISSUE DATE:
APRIL 2009
: ISSUED FOR:
CONSTRUCTION PLANS
:REV.:--DATE:-DESCRIPTION:
C- n l
_tAiNJ r mLr'/HrCtU OT:
Kimley —Horn
and 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
U r<Hw IN is T : U r1 r\ .: Hr v .
RHO SHL GAL __]
I— LICENSURE:
SHEET TITLE:
SHEET NUMBER: REVISION :�
KHA Job #: I
MIAN11 041417012
PT.
I r~
U l J.,;.,
tal C
_tAiNJ r mLr'/HrCtU OT:
Kimley —Horn
and 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
U r<Hw IN is T : U r1 r\ .: Hr v .
RHO SHL GAL __]
I— LICENSURE:
SHEET TITLE:
SHEET NUMBER: REVISION :�
KHA Job #: I
MIAN11 041417012
PT.