S-302 SECTIONS AND DETAILS -II.pdf
PDF 245 KB Posted
- Attached to
- DLA Fitness Center Renovation
- Solicitation number
- W9123620B2011
About this file
This pre-solicitation notice is for a firm-fixed-price design-bid-build construction contract to renovate the fitness center at the Defense Supply Center Richmond in Virginia. The renovation will include offices, wellness areas, racquetball courts, a fitness room, gymnasium with regulation basketball court and bleachers, locker rooms with showers and restrooms. The Navy will award a single contract with a performance period of 450 days after notice to proceed. The construction cost is estimated between $5-10 million. Bids are due by May 7, 2020 and award will follow. The solicitation issued on April 9, 2020 will be available only in electronic format from the SAM website. This is a 100% small business set-aside requiring payment and performance bonds or a 10% performance guarantee. The NAICS code is 236220 and size standard is $39.5 million.
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Text version
RAMP/ STAIR WALL
SEE SHEET CG101
GROUND LEVEL
SEE SHEET CG101
PLANTER SOIL,
SEE ARCH
COMPACTED FILL
8" CIP CONC. RETAINING WALL
W/ #5 AT 12" OC VERT & #4 AT
12" OC HORIZ. CENTERED
SIDEWALK, SEE
ARCH & CIVIL
1/2" EXP JT
CONT. WALL FOOTING 4'-0"
WIDE X 12" THICK W/ 5-#4
CONT T & B AND #4
TRANSVERSE T & B AT 12" OC.
PRECAST COPING,
SEE ARCH.
DOVETAIL SLOTS IN EA
FACE OF CONC WALL FOR
BRICK ANCHORS
BRICK EA FACE, SEE ARCH
FDN DRAIN, SEE ARCH.
#5 HORIZ EA FACE T & B
#4 TIES AT 1'-4" OC
M
IN
STEP FTG. AS REQ'D TO MAINTAIN DEPTH BELOW GROUND LEVEL OR PAVEMENT.
SEE SHEET CG101 FOR ELEVATIONS. SEE B3/S-501 FOR STEPPED FTG DETAIL.
M
IN
4' - 0"
RAMP/PAVEMENT,
SEE ARCH
COMPACTED FILL
TWO-WYTHE BRICK WALL, SEE ARCH
1/2" EXPANSION JOINT
COMPACTED FILL
CONT. WALL FOOTING 4'-0"
WIDE X 12" THICK W/ 5-#4
CONT T & B AND #4
TRANSVERSE T & B AT 12"
OC. SEE B3/S-501 FOR
STEPPED FTG DETAIL
GUARDRAIL, SEE ARCH
FIN GRADE, SEE CIVIL
8" CMU BELOW GRADE, SOLID GROUTED
5/8" DIA A36 THREADED ROD AT 2'-0" OC
TORQUED 10 LBS-FT TO 12 LBS-FT
GALV W/ NUT AND WASHER EA END
PROVIDE PL 5/16"X6"XCONT GALV
ONE COURSE BELOW CAPSTONE
E M
B E
D
B/STL
SEE PLAN
EXIST TRUSS, SEE PLAN
CMU WALL, SEE FDN PLAN
3/16
3/16
1 - #5 CONT. TOP IN
GROUTED COURSE
PL 3/8"X10"X0'-10" WELDED ON
CENTER OF VERT PL
L4X4X1/4 BRACE
RACQUETBALL COURT CEILING
SUPPORTED BY CFMF FRAMING
SUSPENDED FROM ROOF CHANNELS,
BY DELEGATED ENGINEER.
(2) HILTI HIT-HY 270 5/16" DIA
ANCHOR AT 5" GAGE W/ MIN
3 1/8" EMBED
3/4" DIA A325 BOLT
2 - #12 SDST SCREWS, TYP
PL 3/8"X8"X0'-10" W/ LONG
SLOTTED HOLE FOR 5/16" ANCHOR
M
IN4
L3X3X1/4
45°
EXIST ROOF CHANNEL
8"
1 1/2" 5" 1 1/2"
PROVIDE CONNECTION SHOWN AT EACH EXISTING ROOF CHANNEL (APPROX 6’-0” OC, FV)
F
EXIST TRUSS
BEYOND, SEE PLAN
CMU WALL, SEE FDN PLAN
3/16
3/16
1 - #5 CONT. TOP IN
GROUTED COURSE
PL 3/8"X10"X0'-10" WELDED ON
CENTER OF VERT PL
L4X4X1/4 BRACE AT 6'-0" OC
(2) HILTI HIT-HY 270 5/16" DIA
ANCHOR AT 5" GAGE W/ MIN
3 1/8" EMBED
3/4" DIA A325 BOLT
#12 SELF DRILLING SCREWS, TYP
PL 3/8"X8"X0'-10" W/ LONG
SLOTTED HOLE FOR 5/16" ANCHOR
L3X3X1/4 AT 6'-0" OC
45°
EXIST ROOF
CHANNEL, TYP
C10X15.3
EXIST TRUSS
BEYOND, SEE PLAN
C10X15.3
RACQUETBALL COURT
CEILING SUPPORTED BY
CFMF FRAMING SUSPENDED
FROM ROOF CHANNELS, BY
DELEGATED ENGINEER.
CEILING DEAD LOAD = 3 PSF.
BOTTOM CHORD BRACING, SEE PLAN
8"
1 1/2" 5" 1 1/2"
END CONN. PER B1/S-301, TYP.
FIELD VERIFY
APPROX 6' - 0" TYP
PROVIDE CONNECTION AT MAX. 6'-0" O.C.
SEE PLAN FOR APPROXIMATE LOCATIONS
RAMP/PAVEMENT,
SEE ARCH
COMPACTED FILL
TWO-WYTHE BRICK WALL, SEE ARCH
CONT. WALL FOOTING 1'-6"
WIDE X 12" THICK W/ 2-#4
CONT T & B AND #4
TRANSVERSE BOTT AT 12" OC.
E M
B E
D
FOR RELATED NOTES, SEE DETAIL B1/S-302
T/FDN
-2'-2"
EXISTING CONCRETE STEM WALL, FV
T/EXIST SLAB
0'-0"
DRILL & EMBED REBAR IN
HILTI HIT-HY 200 ADHESIVE
SYSTEM O.A.E.
EMBED
4"
US Army Corps of Engineers ®
SHEET
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SCALE: N.T.S.
C1
RETAINING WALL SECTION @ ENTRANCE
SCALE: N.T.S.
C2
RETAINING WALL SECTION @ BREEZEWAY
SCALE: 3/4" = 1'-0"
A1
CMU WALL BRACING DETAIL
SCALE: 3/4" = 1'-0"
A3
CMU WALL BRACING DETAIL
SCALE: N.T.S.
C4
BREEZEWAY WALL SECTION @ EXIST. DOCK WALL
M A
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