720_BC-PH3-S504.pdf
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U N
O
W SECTION OF COLUMN
OR TRUSS TOP/BOTTOM
CHORD
CHANNEL EA SIDE
OF WEB
B OF UPPER COL
T OF LOWER COL
BM FRAMING LEVEL
CJP
OPTION 1
PL SAME THICKNESS AS
WEB OF W SECTION, AT
EA SIDE OF WEB
OPTION 2
6"
PL CAME THICKNESS AS
FLANGE OF W SECTION
NUMBER OF BOLTS MAY VARY SLIGHTLY ONCE
CONTRACTOR IDENTIFIES THE LOCATION OF
SPLICE ALONG THE TRUSS. BOLTED
CONNECTION IS SLIP-CRITICAL IN THIS OPTION
T
TYPICAL BASE PLATE
1" NON-SHRINK
GROUT (MIN)
ANCHOR, NOTE 2
PILE CAP OR
CONC COL
W
L
5/16
DO NOT WELD
TOES OR RADIUS
BRACED FRAME BASE PLATE
3/16
TYP
NOTE 3
W a a
L
BASE PLATE ELEVATION VIEW
NOTE 4
BP - 6
W a a
L
NOTES:
1. SEE BASE PLATE ASSIGNMENT IN COLUMN SCHEDULES ON S-600 SHEETS.
2. SEE STRUCTURAL STEEL NOTES ON S-002 FOR ANCHOR AND BASE PLATE
HOLE SIZE REQUIREMENT.
3. WASHER PL 1/2" X 3" X 3"
4. BRACE GUSSET PLATE. SEE BRACE FRAME ELEVATION VIEW ON S-200
SHEETS FOR BRACE LOCATIONS.
TYPE
BP-1
BP-2
BP-3
BP-4
BP-5
BP-6
BP-7
BASE PLATE AND ANCHOR SCHEDULE
L (in)
W (in)
T (in)
1 1/4
1 3/8
1 1/8
7/8
1 1/8
# of AB
D (in)
3/4
3/4
1 1/2
1 3/4
1 1/4
1 1/2
1 1/4
E (in) a (in)
3 1/2
REMARKS
SHOPS TYP W10x33
PENTHOUSE AREA W10x49
SHOPS BRACED FRAME
HANGAR SIDES BRACED FRAME
HANGAR BACK BRACED FRAME
W36 BRACED FRAME
HANGAR TOWER BRACED FRAME
NOTE 3
BP-8
BP-9
7/8
3/4
1 1/2
3/4
BRACED FRAME
HANGAR W12x65 LINE E
BP-10 5 12 3/4 2 3/4 8 2 1/2 AWNING FRAME
BP - 11
L
W
HSS 4X4X1/4
a a
CL VARIES
BP-11 18 21 1 6 3/4 8 2 W10 AND HSS 4X4
D
T
B
BOLT
DIA
A
STIF
PLT BOLT #
CAP PL STIF PL
WELD
MC SCHEDULE (UNITS IN INCHES)
B LT
LOCATION
CAP PLATE
MC-4 1/2 4 3/4 - - 2 1/4 -6
MC-3 1/2 15 3/4 1 1/2 - 4 1/4 -9
MC-2 1/2 15 3/4 1 1/2 - 4 1/4 -11
MC-1 1/4 10 3/4 1 1/2 - 4 1/4 -7
MARK
FLANGE
WEB
BOLTS CONNECTING CAP PLATE
TO BM OR COL FLANGE
CW OR HSS SECTION
ANTENNA PLATFORMS
ROOF OF SHOPS & PENTHOUSE
PENTHOUSE ROOF
CATWALK SUSPENSION
3/8 15 3/4 3 - 6 1/4 -10
3/8 18 3/4 3 - 10 1/4 -9 HANGAR WALL OVER SHOP ROOF
CATWALK SHORT BM TO COL.
W SECTION BM OR COL
MC-5
MC-6
TYPICAL MC DETAIL
A
GIRDER EL
NOTE:
JOIST SEAT AT COLUMN LINE;
SEAT PL 5/16 x 8 x 6;
STIFFENER PL 5/16 x 8 x 10
8"
1/4" BENT PL SEAT
FOR ROOF DECKING
US Army Corps of Engineers ®
SHEET ID
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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.
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A
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S-504
B A
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P L
A T
E D
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S A
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S C
H E
D U
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B A
T T
A L
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J A
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A R
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R T
A S
U B
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T A
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3/4" = 1'-0" S-504
W SECTION SPLICE DETAIL1
3/4" = 1'-0" S-504
STEEL COLUMN BASE PLATE SCHEDULE4
3/4" = 1'-0" S-504
BEAM OVER COLUMN CONNECTION SCHEDULE2
3/4" = 1'-0" S-504
JOIST TO COLUMN FLANGE3
1' 2' 3' 4'
SCALE: 3/4" = 1' - 0"
0'
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
E V
D a te
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