W912HN-21-B-3002_VOL1B_AMD4_Rev 2.pdf
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- Solicitation number
- W912HN21B3002
About this file
This document contains a structural framing plan and typical details drawing file as well as a related federal contract opportunity solicitation. The solicitation is for the PN88725 MCA2 University Registrar, Force Modernization & Proponency Facility project. The solicitation was posted on 2 December 2020 under number W912HN21B3002 with a bid opening date of 12 January 2021 at 2:00 PM Eastern Time. Bids are due by 1:00 PM Eastern Time on 12 January 2021. The solicitation includes four specification files and eleven drawing files providing requirements for the project. The agency issuing this solicitation is the Department of the Army Corps of Engineers Engineering District Savannah.
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KJH
MATCHLINE - SEE: SF104C
MATCHLINE - SEE: SF104E
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'-0
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W
X
W
X
W
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W
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W
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W
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W
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W
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W24X84 (7) W24X84 (7)
W24X84 (7) W24X84 (7)
W24X84 (7) W24X84 (7)
W24X84 (7) W24X84 (7)
HSS20X8X5/8
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7)
W12X16 (7)
W12X16 (7)
W12X16 (7)W12X16 (7)
W12X16 (7)
W12X16 (7)
W12X16 (7)
W12X16 (7)
W12X16 (7) W12X16 (7)
W12X16 (7)
W12X16 (7)
W12X16 (7)
W12X16 (7)
W12X16 (7)
W12X16 (7) W12X16 (7)
W12X16 (7)
W12X16 (7)
W12X16 (7)
W12X16 (7)
W12X16 (7)
W12X16 (7) W12X16 (7)
W12X16 (7)
30'-0" 30'-0"
D E
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P E
A
1'-6" 8'-7" 1'-1 1/2"8'-7" 1'-6"
TOC EL = 48'-0"TOC EL = 48'-0"
S-211
A1
S-211
A6
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8)
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W16X77 (28) W16X77 (28)
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8"
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6"
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1' -5
6" 8'-8 1/2"
1'-6 3/4"
4"
10'-2" 6" 18'-3" 1'-1"
1' -4
7'
-1
1/ 2"
4"
D1
S-530
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S-530
A8
S-532
B40B
M1
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20K 35K
A1
S-526 A1
S-526
AX = 50 KIPS AX = 50 KIPS
1' -1
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C:\rvt\2019\10053876-S-MCA2-Central_david.leechuy.rvt
1/17/2021 5:35:22 PM READY TO ADVERTISE (RTA)
SF104D
MCA2
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NORTH
KEY PLAN
A
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D
EF
B
1/8" = 1'-0" A2
LEVEL 4 FRAMING PLAN - AREA D
PLAN NOTES
8'4' 16'0
SCALE: 1/8"=1'-0"
1. FINISHED FLOOR ELEVATION = 48'-0". SEE ARCH PLANS
FOR EXTENT OF RAISED ACCESS FLOOR.
2. TOP OF CONCRETE SLAB ELEVATION = 47'-0"
UNO ON PLAN THUS:
TOP OF STEEL BEAM EL = (-5 1/2") FROM TOP OF SLAB
ELEVATION UNO ( + / - ) ON PLAN.
3. SEE SF104A FOR ADDITIONAL PLAN NOTES.
TOC EL. XXX'-XX"
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BUILT UP SLAB
EL SEE PLAN
TOP OF CONCRETE
EL SEE PLAN
CONT #4 AND BOLSTERS
TO CHAIR WWR (TYP)
WWR, SEE PLANS
COMPOSITE STEEL
FLOOR DECK
BEAM, SEE PLAN
DECKING PERPENDICULAR TO BEAM
WWR, SEE PLANS
DECKING PARALLEL TO BEAM
1" C
LE
A
R
ADDITIONAL #4 x 7'-0" @ 12" O.C., CENTERED ON BEAM/GIRDER
BEAM, SEE PLAN
COMPOSITE STEEL
FLOOR DECK
WWR, SEE PLANS
WHERE DECKING CHANGES DIRECTION AT FLANGE WIDTH > 5"
ADDITIONAL #4 x 7'-0" @ 12" O.C., CENTERED ON BEAM/GIRDER
BEAM, SEE PLAN
COMPOSITE STEEL
FLOOR DECK
20 GA. CLOSURE
2" BEARING 1 1/2" MIN.
AT FLANGE WIDTH < 5"
20 GA. CLOSURE
PIECES AT EACH RIB
CL STUD, PLACE AT
DECK VALLEYS
1/2"
END OF DECK
S
LA
B T
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K N
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S
NOTES
1. SEE PLANS, WHERE DIMENSION 'W' EXCEEDS 1'-0",
PROVIDE EDGE BRACING ANGLE SHOWN EACH END OF
PLATE AND 4'-0" MAX.
2. REBAR ANCHORS SHALL BE SHOP WELDED TO BENT PLATE
AND BENT PLATE FIELD WELDED TO BEAM.
3. SLAB EDGE DIMENSION SHALL NOT VARY BY MORE THAN
± 3/8" FROM INTENDED GRID LINE LOCATION REGARDLESS
OF TOLERANCES PERMITTED IN SUPPORTING STEEL FRAMEWORK.
#4 x 2'-6" LONG THREADED
REBAR ANCHORS @ 12" O.C.
3/8 BENT PLATE
L2X2X1/4 WHERE DIMENSION
'W' EXCEEDS 1'-0"
(COORDINATE LOCATION
WITH GIRT FRAMING
AS REQUIRED). NOTE 1.
20 GA. CLOSURE PIECES
x 0'-7" LONG AT EACH RIB
#4 BAR CONT TO
SUPPORT SLAB
REINFORCEMENT
#4 X 7'-0" @ 12" O.C. WHERE
SLAB EDGE DIMENSION
EXCEEDS 1'-0". 180 DEG HOOK
AND LAP WITH THREADED REBAR
SLAB EDGE DIMENSION
W (SEE NOTE 1)
2" MIN.
BEARING
2" MIN.
C L
O F
A N
C H
O R
1/
2" C
L.
T
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CL STUD, PLACE
AT DECK VALLEYS
TYP. EE
3/16 3-12
SEE PLAN FOR
DECK ORIENTATION
THREADED WELDABLE
REBAR COUPLER
WELD PER MANUFACTURERS
INSTRUCTIONS
TYPICAL SLAB REINF
SEE PLAN
#4 BAR CONT WHERE SLAB
EDGE DIMENSION EXCEEDS 1'-0"
S
LA
B T
H
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3/8 BENT PLATE
CL STUD, PLACE
AT DECK VALLEYS
SEE PLAN FOR
DECK ORIENTATION
SEE PLAN
VARIES
20 GA. CLOSURE PIECES
x 0'-7" LONG AT EACH RIB
#4 THREADED
REBAR x 2'-6" LONG @ 12" OC
WHERE W EXCEEDS 8"
2" MIN.
"W"
2" MIN.
CL STUD, PLACE
AT DECK VALLEYS
SEE PLAN
VARIES
1 1/2" MIN.
"W"
BEAM FLANGE > 5" BEAM FLANGE < 5"
1/2"
3/16 3-12
THREADED WELDABLE
REBAR COUPLER
WELD PER MANUFACTURERS
INSTRUCTIONS
IF "W" EXCEEDS 1'-0"
SEE EXTERIOR SLAB
EDGE DETAIL
3/8 BENT PLATE
T Y
P
1/ 2"
M A
X
TYP.
1/2" MAX.
END PLATE
ANGLE REQUIRED
IF BEAM DOES
NOT EXIST
L3X3X1/4
WELDED TO
COLUMN
3/16
TYP.
SEE TYP EXTERIOR
SLAB EDGE DETAIL
NOTES:
1. METAL DECK NOT SHOWN FOR CLARITY. SEE PLAN FOR TYPE AND DIRECTION OF SPAN.
2. PROVIDE TYPICAL ANGLE TO SUPPORT DECK AT EXTERIOR AND INTERIOR COLUMNS
WHERE BEAMS ARE NOT PRESENT.
3. PROVIDE SHEET METAL DECK CLOSURE PIECE TO PREVENT CONCRETE LEAKAGE AT COLUMNS.
4. DECK SUPPORT ANGLES NOT SHOWN ON OTHER SECTION FOR CLARITY.
#4@12"O.C. VERTICAL BARS
DRILL & EPOXY INTO STRUCTURAL SLAB
CONCRETE ON METAL
DECK, ORIENTATION
VARIES, SEE PLAN
(2)-#4 HORIZONTAL BARS
EQUALLY SPACED 6" THICK CURB
ROUGHEN SLAB TO 1/4" AMPLITUDE
PRIOR TO POURING WALL
4" THICK SLAB REINFORCED WITH
6X6XW1.7XW1.7 ON RIGID
INSULATION, SEE BUILT-UP SLAB
PLANS, S-122 THRU S-124 2" COVER
RIGID EXPANDED POLYSTYRENE
INSULATION FILL NOT TO EXCEED 5
PCF IN WEIGHT. MATERIAL SHALL
HAVE A MINIMUM COMPRESSIVE
RESISTANCE OF 5.8PSI AT 1%
DEFORMATION.
#4 @ 12" OC
SLAB ON GRADE,
SEE PLAN
U .N
.O
3/
4"
U .N
.O
1/
2"
#4 @ 12"
LAP ALL BARS,
TYPICAL S
E E
P
LA
N
S
LA
B T
H
IC
K N
E S
S
2-#5 EACH SIDE
LAP AND DEVELOP
ALL BARS
3/8 BENT
CONT PL
NOTE: FOR ADDITIONAL
INFO, SEE DETAIL
A1
S-523
VARIES, SEE PLAN
THREADED WELDABLE
REBAR COUPLER
WELD PER MANUFACTURERS
INSTRUCTIONS
#4 @ 12"
3/4" DIA SHEAR
STUDS @ 12" OC
EACH DIRECTION
HSS OR WIDE
FLANGE BEAM, SEE
PLAN
BRACE, TYP.
OMIT FOR HSS BEAMS
SEE PLAN
EDGE OF SLAB
BEAM
4" 4"
5"
EXTERIOR SLAB
EDGE, TYP
JOG BENT PLATE AT
OVERFLOW
LOCATIONS
S E
E P
LA
N
COORDINATE
OVERFLOW WITH
PLUMBING AND ARCH
DRAIWNGS
BEAM BELOW,
SEE PLAN
OVERFLOW
SEE PLAN
SLAB EDGE
SEE PLAN
EXP JOINT
SEE PLAN
SLAB EDGE
CONCRETE SLAB.
SEE NOTE 2
CL STEEL
BEAM BELOW
CL STEEL
BEAM BELOW
EXP JOINT COVER
ASSEMBLY. SEE
NOTE 3
NOTES:
1. BLOCKOUT SIZE PER
APPROVED JOINT COVER
MANUFACTURER.
2. TYPICAL BUILT UP SLAB ON
INSULATION. SEE
FOR TYPICAL DETAIL.
3. ATTACH TO SLAB PER
MANUFACTURER DETAILS.
SEE ARCH DRWG AI545.
F1 / S-523
NOTE 1 NOTE 1CONCRETE SLAB.
SEE NOTE 2
US Army Corps of Engineers ®
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C:\rvt\2019\10053876-S-MCA2-Central_david.leechuy.rvt
1/17/2021 5:35:21 PM READY TO ADVERTISE (RTA)
S-523
MCA2
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1" = 1'-0" D1
COMPOSITE SLAB REINFORCING
1 1/2" = 1'-0" A1
EXTERIOR SLAB EDGE DETAIL
1 1/2" = 1'-0"
A5
INTERIOR SLAB EDGE DETAIL
1" = 1'-0" D7
DECK SUPPORT AT COLUMNS
1 1/2" = 1'-0" F1
TYPICAL SECTION THRU BUILT UP SLAB
1 1/2" = 1'-0" A9
EXTERIOR SLAB EDGE DETAIL AT OPENING
1 1/2" = 1'-0" D6
DETAIL - SLAB EDGE NOTCH AT OVERFLOW
1 1/2" = 1'-0"
F8
EXPANSION JOINT COVER DETAIL - BUILT UP SLAB
R
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01-19-2021
| SF104D STRUCTURAL - FRAMING PLAN - LEVEL 4, AREA D |
| S-523 STRUCTURAL - STEEL - TYPICAL DETAILS |
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