S-301 SECTIONS AND DETAILS -I.pdf
PDF 217 KB Posted
- Attached to
- DLA Fitness Center Renovation
- Solicitation number
- W9123620B2011
About this file
This document contains a federal contract opportunity notice and related project plans. The federal contract opportunity is for the renovation of Building 32, Bays F-G at the Defense Supply Center Richmond in Virginia to relocate an existing Fitness Center from Building 33. Renovation work includes offices, wellness facilities, racquetball courts, fitness areas, gymnasium, locker rooms, and storage. The solicitation number is W9123620B2011 and will be awarded as a 100% small business set-aside contract with a NAICS code of 236220 and size standard of $39.5 million. The period of performance is 450 days from notice to proceed and the contract value is estimated between $5-10 million, requiring payment and performance bonds. The pre-solicitation notice states that the solicitation will be issued on April 9th, 2020 with proposals due on May 7th, 2020 and available electronically on beta.SAM.gov. The related project plans provide architectural drawings for items like basketball goal supports, HVAC details, and wall constructions.
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Text version
11 12
C2
S-301
B/STL EL 20'-2"
(FV)
PIPE 3 STD (3.5" OUTSIDE
DIAMETER) ATTACHED
TO WF BEAMS AND
SUPPLIED BY MFR.
EXIST ROOF
EXIST TRUSS
20' - 0"
EXIST TRUSS
EXIST C10 PURLIN
EXIST BOTT
CHORD BRACING
BASKETBALL FORWARD FOLD
BACKSTOP SUSPENDED FROM
STRUCTURE, SEE ARCH.
W8 BEAM, TYP.
SEE PLAN
W8 BEAM, TYP.
SEE PLAN
S-502
A2
TYP AT BM-
BM CONN'S
C1
S-301
B/STL ELEV 20'-2"
(FV)
EXIST ROOF
EXIST TRUSS
EXIST C10 PURLIN, TYP
W8 BEAM, TYP.
SEE PLAN
S-502
A2
TYP AT BM-
BM CONN'S
6' - 0" 6' - 0"
TRUSS PANEL POINTS (FV)
GIRDER CLAMP BY
DELEGATED ENGINEER FROM
W8 BEAM TOP FLANGE EACH
SIDE TO EXIST. BOTT. CHORD
ANGLE AT EACH PANEL POINT
LOADS FOR DELEGATED DESIGN:
D: Fy = +/- 0.5 KIPS
Fz = +/- 0.6 KIPS
Fy
Fx
Fz
EXIST BOTT CHORD
DOUBLE ANGLE, SEE PLAN
3' - 0"
POST SLEEVE
AND COVER
NEW CONCRETE
EXIST CONCRETE
NEW CONCRETE
POST SLEEVE AND COVER
TV MOUNT SUSPENDED
FROM 1/4" PLATE, SEE ARCH.
B/STL EL 20'-2"
(F.V.)
EXISTING ROOF TRUSS
EXIST BOTTOM CHORD
DOUBLE ANGLE, SEE PLAN
WF BEAM BENEATH
BOTT CHORD, SEE PLAN
GIRDER CLAMP (W/ SPACER) BY
DELEGATED ENGINEER, FROM W8
BEAM TOP FLANGE EACH SIDE TO
EXIST. BOTT. CHORD ANGLE
G A
P
1/4" WIRE CABLE
BRACE TO ADJ. TRUSS
PIPE 2 STD HANGER
PL. 1/4 X 8" X 8" (VERIFY
PL SIZE W/ TV
MOUNTING BRACKET) 3/16
PL. 1/4 X 8" X 8" W/ 4-1/4"
BOLTS TO BEAM FLANGE
L E
N G
T H
A S
R E
Q 'D
LOADS FOR DELEGATED DESIGN:
D: Fy = - 0.27 KIPS
Fy
Fx
Fz
F
PANEL POINT SPACING (FV)
6' - 0"
EXIST TRUSS
GIRDER CLAMP (W/ SPACER)
FROM W8 BEAM TOP FLANGE
EACH SIDE TO EXIST. BOTT.
CHORD ANGLE
W8 BEAM, TYP.
SEE PLAN
TYP AT BM-
BM CONN'S
2' - 0"
S-502
A2
G A
P
LOADS FOR DELEGATED DESIGN:
D: Fy = - 0.35 KIPS
Fy
Fx
Fz
EXIST BOTT CHORD
DOUBLE ANGLE, SEE PLAN
W8 BEAM,
SEE PLAN
EXIST ANGLE BRACE
AT FACE OF WALL
EXIST BRICK WALL
2" 8" 4" 4" 8" 2"
C8X11.5 X 2'-4"
LONG EA. FACE
OF WALL
(8) 3/4" DIA
THRU BOLTS
1/4 3
FIN. FLOOR
0' - 0"
EXIST DOUBLE
WYTHE BRICK WALL
6" STUD WALL,
SEE PLAN
14 GA CLIP ANGLE
EXIST 12" STL CHANNEL
EXIST 10" STL CHANNEL
3/16" DIA X 1 3/4” EMBED
SCREW ANCHOR TO BRICK.
TENSILE CAPACITY > 350 LBS.
2-#10 SDST SCREW
A B
O V
E F
IN
F
L
C O
N N
'S E
A
S T
U D
TOP TRACK
14 GA CLIP ANGLE W/ 2-#
10 TO STUD, 1-#12 TO
CHANNEL BOTT FLANGE
IN PRE-DRILLED HOLE
CONT BOTT TRACK W/ 3/16"
DIA X 1 3/4" SCREW ANCHORS
TO EXIST SLAB @ 16" OC
B/STL VARIES
FIELD VERIFY
GFED
C5
S-301
TV MOUNT SUSPENDED
FROM 1/4" PLATE, SEE ARCH.
B/STL EL 20'-2"
(F.V.)
EXISTING ROOF TRUSS
EXIST BOTTOM
CHORD, SEE PLAN
1/4" WIRE CABLE BRACE
TO ADJ. TRUSS, TYP.
PIPE 2 STD HANGER, TYP
TYP (4)
LOCATIONS
C5
S-301
*(4) LOCATIONS, PIPE DIRECTLY ATTACHED TO
TRUSS BOTT CHORD WITHIN 6" OF PANEL POINT
SIM*
W8 BEAM, SEE PLAN
I
EXIST ROOF, SEE ARCH.
EXIST ROOF PURLIN
EXIST ROOF PURLIN
HVLS FAN, SEE
PLAN & MECH
W8X18 (FV PURLIN SPACING)
FAN ATTACHMENT
PER MFR.
2-L3X3X1/4 X 5 1/2", W/ 2-3/4" DIA BOLTS
TO W8, TYP
2 - #12 SDST SCREWS TO
WEB AT EACH ANGLE
US Army Corps of Engineers ®
SHEET
U S
A R
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S-301
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P M
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P M
U L L
SCALE: 1/4" = 1'-0"
C1
BASKETBALL GOAL SUPPORT
SCALE: 1/4" = 1'-0"
C2
BASKETBALL GOAL SUPPORT
0 8' 16' 24'
GRAPHIC SCALE
0 1' 2' 3'
GRAPHIC SCALE
01/2' 1' 2'
GRAPHIC SCALE
SCALE: 3/4" = 1'-0"
A1
POST SLEEVE DETAIL
SCALE: 3/4" = 1'-0"
A2
POST SLEEVE SECTION
SCALE: N.T.S.
C5
CARDIO THEATER TV SUPPORT DETAIL
SCALE: N.T.S.
B2
HIGH ROOF HVLS FAN SUPPORT SECTION
SCALE: N.T.S.
B3
W8 TO BRICK WALL DETAIL
SCALE: N.T.S.
C3
GRID 1 STUD WALL DETAIL
SCALE: N.T.S.
A3
CARDIO THEATER TV SUPPORT ELEVATION
SCALE: N.T.S.
B1
LOW ROOF HVLS FAN SUPPORT SECTION
M A
R K
D E
S C
R
IP
T
IO
N D
A T
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N D
M E
N T
-2
-2
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