S-501 TYPICAL STRUCTURAL DETAILS -I.pdf
PDF 242 KB Posted
- Attached to
- DLA Fitness Center Renovation
- Solicitation number
- W9123620B2011
About this file
This pre-solicitation notice and related documents outline requirements for the renovation of a fitness center at the Defense Supply Center Richmond in Virginia. The project includes offices, wellness facilities, courts, gymnasium, locker rooms, and storage. The Army Corps of Engineers Norfolk District will award a single firm-fixed-price contract valued between $5-10 million under solicitation number W91236-20-B-2011. The renovation work must be completed within 450 days of the notice to proceed. The solicitation will be issued on April 9th, 2020 via beta.sam.gov as a 100% small business set-aside using sealed bids. Final proposals are due May 7th, 2020. The successful contractor must secure payment and performance bonds or provide a 10% performance guarantee.
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Text version
1/8
T /4
T T T
1/2" PREMOLDED
EXPANSION JOINT
MATERIAL
CRACK CONTROL JOINT
(CCJ)
*CONSTRUCTION JOINT
(CJ)
EXPANSION JOINT AT WALL
(EJ)
NOTES:
1. CCJ. SHALL BE PREFORMED OR SAWED. IF SAWED, SAWING MUST
TAKE PLACE WITHIN 12 HRS OF SLAB PLACEMENT.
2. * USE INSTEAD OF CRACK CONTROL JOINT WHEREVER
CONSTRUCTION IS STOPPED OR WHERE CALLED FOR ON PLAN.
SAWCUT JOINT
#4 SMOOTH DOWEL BAR AT 1'-0" O.C.
COAT ONE END TO PREVENT BOND.
6" 6"
8"
S E
E P
L A
N
CONC. SLAB
SEE PLAN
VAPOR BARRIER
CAPILLARY WATER
BARRIER
COMPACTED FILL
USE FOR SLAB RECESS < 4"
CONC. SLAB
SEE PLAN
VAPOR BARRIER
CAPILLARY WATER
BARRIER
COMPACTED FILL
USE FOR SLAB RECESS > 4"
#4@12" O.C.
P L A
N
S E
E
6"
#4 CONT.
DOWEL BARS
SAME SIZE
AND NUMBER AS
HORIZ. REINF.
TYP HORIZ REINF
STD. HOOK
OUTSIDE
CORNER BARS
SAME SIZE AND
NUMBER
AS HORIZ.
REINF.
PLAN
TYP HORIZ REINF
PLAN
TYP. HORIZ. REINFORCING
AT CONCRETE FTG. CORNERS
TYP. HORIZ. REINFORCING AT
CONCRETE FTG. INTERSECTIONS
T E
N S
IO
N
L A
P
C L A
S S
B
T E
N S
IO
N
L A
P
C L A
S S
B
TENSION LAP
CLASS B
TENSION LAP
CLASS B
ANCHOR 4" INTO CENTER
OF EXIST. SLAB W/ HILTI
HIT-HY200, O.A.E. BACKFILL W/ COMPACTED
GRANULAR MATERIAL
#4 AT 1'-0" O.C. (2 MIN.)
VAPOR BARRIER
EXIST. SLAB
SAW CUT EXIST. SLAB. SEE PLAN
NEW CONC. SLAB,
MATCH EXIST.
THICKNESS
#4 @ 18" O.C.
PIPE LINES, SEE M/E/P DWG'S
T/PIER OR
PIER CAP
ANCHOR ROD
S E
E B
P D
E T
A
IL
S
E M
B E
D
BASE PLATE
1 1/2" NON-SHRINK
GROUT
TACK WELD
NUT TO SHAFT
OVERSIZED HOLE
IN BASE PL TYP.
ANCHOR 4" INTO CENTER
OF EXIST. SLAB W/ HILTI
HIT-HY200, TYP.
VAPOR BARRIER
SAW CUT EXIST. SLAB
CONC. THICKENED SLAB
#4 CONT
8" NON-LOAD-BRG. CMU
WALL. SEE PLAN FOR
LOCATION, SEE GEN
NOTES, S-001 FOR REINF.
COMPACTED FILL
CAPILLARY WATER BARRIER
1' - 4"
1' - 2"
EQ EQ
WALL
SLAB REINF SEE PLAN
S E
E P
L A
N
S L A
B R
E C
E S
S
2-#4 BOTT
#4 SMOOTH BAR @ 2'-0" OC
/2
SLAB ON GRADE,
SEE PLAN EXIST. SLAB
ON GRADE
VAPOR BARRIER ON
COMPACTED FILL
#4 SMOOTH DOWEL@ 1'-0"
O.C. IN HILTI HIT-HY 200
ADHESIVE SYSTEM O.A.E.
1' - 0"
EMBED.
4"
TOOL JOINT.
SEE D1/S-501
COAT END OF BAR TO
PREVENT BOND
SEE ELECTRICAL,
MECHANICAL & PLUMBING
#4 AT 12" O.C. EA. WAY
1/2" EXP. JT. AT
PAVEMENT
APRON, SEE
CIVIL
3/4" CHAMFER
TYP.
EQUIPMENT
SEE ELECTRICAL,
MECHANICAL &
PLUMBING
SLAB ON GRADE, SEE
PLAN (REINF. NOT
SHOWN FOR CLARITY)
3/4" CHAMFER TYP.
EQUIPMENT
CONC. PAD W/ #4 TIES
FOR EA. 12" OF HEIGHT
(1 MIN)
#4 DOWEL SET IN HILTI HIT-HY 200 W/
HOOK, (W/ 2" EMBED) AT 1'-0" OC AT
PAD PERIMETER (MIN 4 LOC'S)
TYP OUTDOOR EQUIPMENT PAD TYP INDOOR EQUIPMENT HOUSEKEEPING PAD
M
IN
MIN.
6"
MIN.
6"
1' - 0"
#4 CONT. TOP & BOTT.
C L
R
N O
T E
M
IN
NOTE 1: PROVIDE HOUSEKEEPING PADS FOR ALL INTERIOR
GROUND-SUPPORTED EQUIPMENT.
M
IN
EXP. JOINT
COMPACTED FILL
#4 AT 12" O.C.
#4 AT 12" O.C.
#3 NOSING
REINF TYP.
CONC SLAB
SEE CIVIL
8"
PAVEMENT,
SEE CIVIL
C L R
STAIR TREAD & RISER
DIM'S, SEE ARCH.
CORE-DRILLED HOLES
FOR GUARDRAIL POSTS,
SEE ARCH.
ACI LAP
FOOTING REINFORCEMENT,
SEE PLAN
ACI LAP
T/FTG. EL.
SEE PLAN
#4 TYP.
#5 Z-BAR TO MATCH
QUANTITY OF FTG. REINF.
SEE SCHEDULE
M
A X
M
IN
ACI LAP 1' - 0"3
C L R
ACI LAP
DIA
1' - 6"
CONCRETE FILLED 6" DIA
SCH. 40 PIPE, PAINTED
SAFETY YELLOW
PATCH EXISTING
CONCRETE TO MATCH
SLAB ON GRADE, SEE
PLAN (REINF. NOT
SHOWN FOR CLARITY)
LOCKER
CONC. PAD W/ #4 HORIZ
CENTERED AT EDGES, TYP
#4 DOWEL SET IN HILTI HIT-HY 200
OAE W/ HOOK, (W/ 2" EMBED) AT 2'-0"
OC AT PAD PERIMETER (MIN 4
LOCATIONS AT CORNERS)
N O
T E
M
IN
NOTE 1: PROVIDE PADS WHERE NOTED ON ARCH. FLOOR PLANS
US Army Corps of Engineers ®
SHEET
U S
A R
M Y
C O
R P
S O
F E
N G
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D R
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IG
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C H
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N N
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F
IL
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U M
B E
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1 2 3 4 5
D
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O L K
D
IS
T
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T N
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F O
L K
V
IR
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IA
READY TO ADVERTISE
D E
F E
N S
E S
U P
P L Y
C E
N T
E R
R
IC
H M
O N
D
D S
C R
V
IR
G
IN
IA
C O
N V
E R
T B
B
A Y
S F
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F
IT
N
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S C
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T E
R P
R O
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C T
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N O
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M B
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W -1
-R
-0
W -1
-R
-0
S-501
T Y
P
IC
A L S
T R
U C
T U
R A
L D
E T
A
IL
S
I
F
IL
E N
U M
B E
R
P G
IE
S
S E
L
K P
E R
E Z
P M
U L L
P M
U L L
SCALE: N.T.S.
D1
TYP SLAB ON GRADE JOINT DETAILS
SCALE: N.T.S.
C1
TYP RECESSED SLAB EDGE DETAIL
SCALE: N.T.S.
C2
TYP REINF BAR LAP AT INTERSECTIONS
SCALE: N.T.S.
D2
TYP SLAB TRENCH
SCALE: N.T.S.
B2
TYP ANCHOR EMBEDMENT DETAIL
SCALE: N.T.S.
C4
TYP. SLAB THICKENING AT INTERIOR NON-LOAD
BEARING CMU WALL
SCALE: N.T.S.
B1
TYP NEW SLAB ON GRADE DETAIL
SCALE: N.T.S.
D4
EQUIPMENT PAD DETAILS
SCALE: N.T.S.
A1
TYP CONCRETE STAIR DETAIL
SCALE: N.T.S.
B3
TYP STEPPED WALL FDN. DETAIL
SCALE: N.T.S.
A2
TYP BOLLARD DETAIL
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
M E
N D
M E
N T
-2
-2
SCALE: N.T.S.
A3
TYP CONCRETE LOCKER BASE DETAIL
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