S-600_Rev AMEND 4.pdf
PDF 405 KB Posted
- Attached to
- N4008023R0020 LARGE PROJECTS MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC) Federal contract opportunity
- Solicitation number
- N4008023R0020
About this file
This document is a steel detailing drawing for structural steel connections for a relocation of a hazardous cargo pad and EOD proficiency range project. The drawing provides details for steel beam connections to concrete walls using headed studs, including embed plates, half couplers with threaded ends, and plywood facing connections using bolts. Dimensions and notes call out the steel sizes, materials, and specifications including A572 Grade 50 steel for shear clips and beams.
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Text version
NOTE:
USE A572-GR50 STEEL FOR SHEAR
CL BEAM
EQ ± 1/2"
EQ ± 1/2"
3"
1B
S-600
E Q
E Q
M
IN3
M
IN3
1"
S E
E P
L A
N
BEAM PER PLAN
CONC WALL PER PLAN
3/4" Ø x 6" HEADED
STUDS, TYP
EMBEDDED
L8x4x7/16 HDG
1C
S-600
1 1/4"
2 3/4"
1/2"
HEADED STUDS
EMBEDDED ANGLE
AISC STD LONG SLOTTED
HOLE IN PL'S, TYP
CONC WALL SEE PLAN
#5 x 4'-0" @ EA
ROW OF STUDS
CONCRETE OVER
METAL DECK PER PLAN
1/4" THK SHEAR TAB
1A
S-600
1/4
1/4
T Y
P
/2
T Y
P
" 3
M
IN
(3) 7/8"Ø SS A-325 BOLTS
SEE PLAN
L8x8x1/2 HDG
PLY OR OSB
FACING
L8x8x1/2 HDG
CONC WALL
E Q
E Q
EQ EQ
E Q
E Q
EQEQ
S-600
3A
L6x6x5/16 HDG, TYP
8"
E Q
E Q
EQ EQ
TYP
1"
T Y
P
EMBED PL
HEADED STUD
BEYOND
COUPLER
BEYOND
SS EMBED PL
5/16" x 8" SQ W/ (4) 5/8"Ø x
5" LONG WELDED STUDS
WELDED SS HALF
COUPLER (THREADED)
PLY OR OSB FACING
SS RETAINER PL 1/4"x4" CONT
5/8" DIA SS BOLT
3B
S-600
E Q
E Q
PLUG END OF COUPLER TO
PREVENT CONCRETE INTRUSION
700 South Flower Street, Suite 2100
Los Angeles, CA 90017
O: 213.418.0201 www.kpff.com
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAWFORM REVISION: 06 APRIL 2017
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
W
A S
H
IN
G T
O N
W A
S H
II
N
G T
O N
N A
V Y
Y A
R D
W A
S H
IN
G
T O
N D
C
J O
IN
T
B A
S E
A N
D R
E W
S N
A V
A L A
IR
F
A C
IL
IT
Y C
A M
P S
P R
IN
G
S
M D
AS NOTED
P -3
R
E L O
C A
T E
H A
Z A
R D
O U
S C
A R
G O
P A
D A
N D
E O
D P
R O
F
IC
IE
N
C Y
R A
N G
E
1396650
N40080-15-D-0452
K P
F F
P ro je ct
-2
C U s e rs
\j lo u i\ D o c u m e n ts \2
J o in t B a s e
E O
D
R ja s o n
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rv t
S-600
TY
P
IC
A
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E
L D
E
TA
IL
S
Checker
13132556
Designer Author
212SCALE : 1" = 1'-0"1
EMBED PLATE CONNECTION DETAIL
1A
SECTION
1B
SECTION
1C
ELEVATION
SCALE : 3" = 1'-0"3
PLYWOOD FACING CONNECTION ASSEMBLY
SCALE : 1 1/2" = 1'-0"2
CORNER DETAIL - PLAN VIEW
3B
EMBED ELEVATION
3A
PLAN SECTION
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
IS
S U
E F
O R
C O
N S
T R
U C
T
IO
N
/2 6/
(5/16" x 8" SQ)
A
M E
N D
M E
N T
/2
9/
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