Drawings_22-42.pdf
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Technical Exhibit B- Drawings Pt.2
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MASONRY WALL REINFORCING NOTES
TYPICAL MASONRY WALL REINFORCING DIAGRAM
TYPICAL BAR SPLICE DETAIL
TYPICAL CORNER REINF.
AT 8" CMU BEARING WALL
TYPICAL RIGID ANCHOR
TYPICAL BOND BEAM\LINTEL STEP
TYPICAL MASONRY CONTROL JOINT ADJACENT TO OPENING
TYPICAL MASONRY CONTROL JOINT ELEVATION AT BOND BEAM
TYPICAL INTERSECTION REINF.
AT 8" CMU BOND BEAM
TYPICAL 8" CMU AT 8" C.I.P WALL INTERFACE
TYPICAL REBAR POSITIONER TYPICAL OPENING AT EXISTING CMU
CMU LINTEL SCHEDULE
MASONRY LINTEL NOTES:
CLEARWALL
THICKNESS SPAN
BOTTOM TOPLINTEL
REINFORCINGDEPTH REINFORCING
STEEL VENEER LINTEL
WHERE APPLICABLE
F OR INTERIOR WALLS
TYPICAL JOIST BEARING DETAIL
TYPICAL BEAM VOID
4 1 -0" EA. WAY
CENTERED IN SLAB
3 1/2"Ø DRILLED HOLE IN
EXISTING FOUNDATION
WALL
EXISTING
FOUNDATION WALL
EXISTING
CONCRETE SLAB
TYPICAL DEMOMLITION AND
NEW SLAB AT NEW PLUMBING
TYPICAL DRILLED HOLE IN EXISTING BEAM
AND NEW SLAB AT NEW PLUMBING
4 1 -0" EA. WAY
CENTERED IN SLAB
EXISTING
CONCRETE SLAB
Sheet Re erence Num er:
oSheet
A
B
C
D at e A ro al
D es cr i tio n
S m ol Pl ot S ca le
D at e
Fi le na m e:
D ra n B
SC R
e ie ed B
Su m itt ed
B
Ke na ll/
FN
I
C he ck ed
B
D R
W
Pl ot
D at e:
D es ig ne d B
D
R W
So lic ita tio n N o.
US Arm Cor s o Engineers Fort Worth District
D
ES
IG
N
O F
TE
M
F R
EN
O
VA
TI
O N
S
FO
R
T H
O O
D , T
EX
AS
BL
D
G
Pr o ec t N o.
W
G
-1 7-
D -0
R
EV
IS
IO
N S
In te rn at io na l P la za
Su ite
Fo rt
W or th , T ex as
-4
Ph on e
7)
-7
Fa x
7)
-7
D at e:
/1 3/
FINAL
ST
R
U C
TU
R
AL
G
EN
R
AL
N
O
TE
S
BU
IL
D
IN
G
S-002
A
B C D E F G.9 JG.7
1.11.1
F.5 H
2.3
2.5
3.5
4.4
4.7
3.7
F.7 F.9
1.2
4.3
A BA.8A.2
GA
B C D E F G.9 JG.7
1.11.1
F.5 H
2.3
2.5
3.5
4.4
4.7
3.7
F.7 F.9
1.2
4.3
A BA.8A.2
G
VW
B
VW
B
VW
B
VW
B
EXIST G FRAME
TO BE REMOVED
EXIST G FRAME
TO BE REMOVED
5 HAIR PEN 12"LG.
8 -0" LEG. (TYPICAL
AT NEW VERTICAL
FRAME MEMBER)
36 30
GB-36GB-35 GB-37 GB-38
G B-
G B-
GB-45 GB-46 GB-47 GB-48 GB-49
GB-60 GB-61 GB-62GB-59GB-58
GB-66GB-65GB-64GB-63
G B-
GB-45 GB-44
NEW 8" C.I.P. SLAB
NEW 8" C.I.P. SLAB
THK. x L x W ,IN.
TYPICAL BASE P
TYPE COL. SIZE
HSS 3x3x1/4
3/4"x10"x10" (4) 3/4"Ø x 12"
NO. ANCHOR BOLTL
DIA. x EMBED.
ANCHOR BOLT
TYPE
A307
A307
A3073/4"x11"x11" (4) 3/4"Ø x 16"
(4) 3/4"Ø x 18"3/4"x12"x12"
A307(4) 3/4"Ø x 8"3/4"x9"x9"
W10x68
HSS 6x6x9/16
4" STD. PIPE
NEW BUILDING FRAME
TO BE ADDED ON
GRIDLINE F.5 ONLY
NEW BUILDING FRAME
TO BE ADDED ON
GRIDLINE F.5 ONLY
SL
O
PE
SL
O
PE
EXISTING CONSTRUCTION
TO REMAIN
NEW CONCRETE MASONRY (CMU)
PARTITION
NEW 8" C.I.P CONCRETE WALL
LEGEND + NOTES
X Y
X PIER DIAMETER (INCHES)
Y PIER DEPTH (FEET)
DEMO SLAB TO BE REPLACE
REF. FLOOR CONSTRUCTION
NOTE
VERTICAL WALL BRACE
(REF. A/S-102)
STD. 8"Øx9'-3" PIPE (BALLARD) IN 24"Øx4'-0" FOOTING)
REF. B1 & B2 S-202
VWB
TOP OF FOUNDATION SLAB 0 -0" A.F.F.
EXISTING PIER
EXISTING GRADE BEAM
CONTRACTOR NOTE:
CONTRACTOR TO VERIFY ALL EXISTING
REINFORCING LOCATION PRIOR TO
DRILLING INTO EXISTING CONCRETE
CONCRETE MAINTENANCE
PADS. REFERENCE MEP
FOR EXACT LOCATIONS
AND 1/S-002 FOR TYPICAL
STRUCTURAL CONC. PAD
DETAILS
STAIR NOTE:
VERIFY STAIR DIMENSION AND LOCATION
WITH ARCHITECTUAL DRAWINGS
-2
20 -0" 1 -4"
-2
-8
21 -4"
1 -0"1 -0"1 -0"1 -0"
32 -0"89 -4"61 -4" 28 -0"16 -0"24 -0"24 -0"24 -0"62 -0"8"
1 -4"
-0
-8
-4
6"
-6
-0
-4
-2
-6
6"
8" 8"
-4
-8
5/ 8"
-7
-8
/8
8 -0" 7 5/8"
3 -6"
7 5/8"
-7
8 -0"
7 5/8"
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-4
8"
8" 20 -4" 20 -0" 20 -4" 8" 62 -0"
-6
(P
IT
-3
(V
ER
IF
Y)
10 -4"
5 -0" 5 -0"11 -8" 19 -8" 20 -8"
-8
-0
-8
-0
-4
-8
5 -0" 20 -2" 18 -0"
5 -0" 16 -11" 15 -7"
5 -3"
3 -6"
2 -7" 2 -5"
7"
2 -7"2 -5"
1/S-202
1/S-202
7/ S-
9/ S-
1/S-201
3/ S-
6 -0"
1/
2"
1/ 2"
-3
/8
2/ S-
4/ S-
7/S-201
SIM
6/ S-
SI
M
-4
6 -0"
-4
5/S-201
5/ S-
5/S-202
6/S-201
8/ S-
6/ S-
7/S-201
10/S-201
11/S-201
/S
-2
7/ S-
4/S-202
4/ S-
/S
-2
/S
-2 015/S-201
5/ S-
5/ S-
A/S-101
SIM
SIM
6/S-201
SIM
6/S-201
12/S-201
40 -0" (PIT OPENING) 10 -4"
REF. SHEET S-401
3/ S-
2/ S-
-0
CU-1
C U
-6 CU-5CU-4
CU-8
CU-9
CU-7
CU-2 CU-3
DOAS-2
DOAS-1
7"
CU-
DOAS-
EXTERIOR STAIR SLAB CONSTRUCTION NOTE:
6" CAST-IN-PLACE SLAB WITH 5 12"o.c.
EACH WAY, CENTERED IN SLAB.
TYPICAL FLOOR SLAB CONSTRUCTION NOTE:
8" CAST-IN-PLACE SLAB WITH 5 9"o.c.
TOP & BOTTOM, EACH WAY.
/S
-2
/S
-2
S-101
ST
R
U C
TU
R
AL
F
O U
N D
AT
IO
N
BU
IL
D
IN
G
Sheet Re erence Num er:
oSheet
A
B
C
D at e A ro al
D es cr i tio n
S m ol Pl ot S ca le
D at e
Fi le na m e:
D ra n B
SC R
e ie ed B
Su m itt ed
B
Ke na ll/
FN
I
C he ck ed
B
D R
W
Pl ot
D at e:
D es ig ne d B
D
R W
So lic ita tio n N o.
US Arm Cor s o Engineers Fort Worth District
D
ES
IG
N
O F
TE
M
F R
EN
O
VA
TI
O N
S
FO
R
T H
O O
D , T
EX
AS
BL
D
G
Pr o ec t N o.
W
G
-1 7-
D -0
R
EV
IS
IO
N S
In te rn at io na l P la za
Su ite
Fo rt
W or th , T ex as
-4
Ph on e
7)
-7
Fa x
7)
-7
D at e:
/1 3/
FINAL
FOUNDATION PLAN - OVERALL
NEW BUILDING FRAME
TO BE ADDED ON
GRIDLINE F.5 ONLY
4/ S-
VW
B
-4
1 -0"
-8
1 -0"
5 HAIR PEN 12"LG.
8 -0" LEG. (TYPICAL
AT NEW VERTICAL
FRAME MEMBER)
ENLARGERD PLANA
TYPICAL NEW PIER DETAILB
0 4 8 16
3/32" = 1'-0" (24"x36") 3/64" = 1'-0" (11"x17")
SCALE:
N
B C D E F G.9 JG.7
1.11.1
F.5 H
2.3
2.5
3.5
4.4
4.7
3.7
F.7 F.9
1.2
4.3
A BA.8A.2
G
-2
20 -0" 1 -4"
-2
-8
21 -4"
1 -0"1 -0"1 -0"1 -0"
32 -0"89 -4"61 -4" 28 -0"16 -0"24 -0"24 -0"24 -0"62 -0"8"
1 -4"
-0
-8
-4
6"
-6
-0
-4
-2
-6
6"
8" 8"
-4
-8
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-0
-4
8"
EXISTING CONSTRUCTION
TO REMAIN
NEW CONCRETE MASONRY (CMU)
PARTITION
NEW 8" C.I.P CONCRETE WALL
C10x15.3 STAIR STRINGER
VERTICAL WALL BRACE
LEGEND + NOTES
FLOOR CONSTRUCTION
3" (TOTAL DEPTH CONCRETE SLAB
REINFORCED WITH 6x6-W2.9xW2.9
WELDED WIRE FABRIC IN FLAT
SHEETS (LAPPED 8" AT SPLICES)
CENTERED IN SLAB OVER 0.6C 22 GA
METAL DECK (REF. GENERAL NOTES
FOR ADDITIONAL INFORMATION.)
TOP OF 2nd FLOOR SLAB 12 -0" A.F.F.
SS1
VW
B
VW
B
VW
B
VW
B
1/ S-
8" 20 -4" 20 -0" 20 -4" 8" 62 -0"
W18x55
16 -8" 19 -0" 26 -4"
12K1 24"o..c.12K1 24"o..c.
8" CONCRETE SLAB
W16x26
-8
2/ S-
W x2
EXIST G CRANE BEAM TO REMAIN PORTION OF EXIST G CRANE BEAM TO REMOVED
EXIST G FRAME
TO BE REMOVED
EXIST G FRAME
TO BE REMOVED
NEW FRAME TO
BE ADDED
NEW FRAME TO
BE ADDED
12K1 24"o..c.12K1 24"o..c. 16 -4
8" CONCRETE SLAB
8/ S-
4/ S-
VWB
6/S-203
6/S-203
5/S-203
5/S-203
EXIST G CRANE BEAM TO REMAIN
EXIST G CRANE BEAM TO REMAIN PORTION OF EXIST G CRANE BEAM TO REMOVED EXIST G CRANE BEAM TO REMAIN
4/ S-
4/ S-
1/ S-
3/ S-
3/ S-
6a/S-2036a/S-203
VE
R
IF
Y
W
IT
H A
R C
H L
D W
G S
FO
R
P
AR
TI
O
N
LO
C
AT
IO
N
-S
EE
S
ROOF BELOW
OPEN TO BELOW
OPEN TO BELOW
SS1
SS1
SS
SS
SS
SS
SS
SS1
SS1
SS
SS
SS
SS
SS
4.7
4.3
1.2
-0
-6
REF. PLANA1/S-102
A3/S-102
A2/S-102
-6
-0
Sheet Re erence Num er:
oSheet
A
B
C
D at e A ro al
D es cr i tio n
S m ol Pl ot S ca le
D at e
Fi le na m e:
D ra n B
SC R
e ie ed B
Su m itt ed
B
Ke na ll/
FN
I
C he ck ed
B
D R
W
Pl ot
D at e:
D es ig ne d B
D
R W
So lic ita tio n N o.
US Arm Cor s o Engineers Fort Worth District
D
ES
IG
N
O F
TE
M
F R
EN
O
VA
TI
O N
S
FO
R
T H
O O
D , T
EX
AS
BL
D
G
Pr o ec t N o.
W
G
-1 7-
D -0
R
EV
IS
IO
N S
In te rn at io na l P la za
Su ite
Fo rt
W or th , T ex as
-4
Ph on e
7)
-7
Fa x
7)
-7
D at e:
/1 3/
FINAL
S-102
ST
R
U C
TU
R
AL
S
EC
O
N D
F
LO
O R
FR
AM
IN
G
BU
IL
D
IN
G
2nd FLOOR FRAMING - OVERALL
0 4 8 16
3/32" = 1'-0" (24"x36") 3/64" = 1'-0" (11"x17")
B C D E F G.9 JG.7
1.11.1
F.5 H
2.3
2.5
3.5
4.4
4.7
3.7
F.7 F.9
1.2
4.3
A BA.8A.2
G
LOW ROOF BELOW
OPEN ROOF BELOW
OPEN ROOF BELOW
LEGEND + NOTES
1/ S-
3/S-204
2/S-204
PA
R
TI
TI
O N
A
SS
EM
BL
Y
BY
O
TH
ER
S
1/ S-
EXIST G FRAME
TO BE REMOVED
EXIST G FRAME
TO BE REMOVED
NEW FRAME TO
BE ADDED
NEW FRAME TO
BE ADDED
(T O
M
AT
C H
E
XI
ST
G
F R
AM
E)
N
EW
F R
AM
E
(H
IG
H
N
EW
F R
AM
E
(H
IG
H
EXISTING MANUF. BLDG.
TO REMAIN
NEW 4" STUD WALL
NEW 6" STUD WALL
TOP OF STEEL VARIES UNLESS
(T.O.S.) NOTED OTHERWISE
W x5
M C x4
W x5
M C x4
W12x14
W x1
W x1
W12x14
9/S-203
9/S-203
TOS EL. 22 -3 1/2" TOS EL. 22 -0"
W12x14
W x1
W x1
W12x14
TOS EL. 22 -3 1/2"
TOS EL. 22 -0"
4/S-204
4/S-204
(SIM)
FRAME TOP OF STEEL NOTE:
N
EW
F R
AM
E
(L O
W
) TOS ELEV.
25 -0" A.F.F.
EXISTING FRAME T.O.S. IS 24 -0" A.F.F.
AT OUTSIDE ENDS OF FRAME
SEE ARCHITECTURAL DRAWINGS
NEW FRAME T.O.S. IS 28 -0" A.F.F.
AT OUTSIDE ENDS OF FRAME
SEE ARCHITECTURAL DRAWINGS
TOS ELEV.
25 -0" A.F.F.
Sheet Re erence Num er:
oSheet
A
B
C
D at e A ro al
D es cr i tio n
S m ol Pl ot S ca le
D at e
Fi le na m e:
D ra n B
SC R
e ie ed B
Su m itt ed
B
Ke na ll/
FN
I
C he ck ed
B
D R
W
Pl ot
D at e:
D es ig ne d B
D
R W
So lic ita tio n N o.
US Arm Cor s o Engineers Fort Worth District
D
ES
IG
N
O F
TE
M
F R
EN
O
VA
TI
O N
S
FO
R
T H
O O
D , T
EX
AS
BL
D
G
Pr o ec t N o.
W
G
-1 7-
D -0
R
EV
IS
IO
N S
In te rn at io na l P la za
Su ite
Fo rt
W or th , T ex as
-4
Ph on e
7)
-7
Fa x
7)
-7
D at e:
/1 3/
FINAL
ST
R
U C
TU
R
AL
C
EI
LI
N G
FR
AM
IN
G
BU
IL
D
IN
G
S-103
CEILING FRAMING - OVERALL
0 4 8 16
3/32" = 1'-0" (24"x36") 3/64" = 1'-0" (11"x17")
GRID
Sheet Re erence Num er:
oSheet
A
B
C
D at e A ro al
D es cr i tio n
S m ol Pl ot S ca le
D at e
Fi le na m e:
D ra n B
SC R
e ie ed B
Su m itt ed
B
Ke na ll/
FN
I
C he ck ed
B
D R
W
Pl ot
D at e:
D es ig ne d B
D
R W
So lic ita tio n N o.
US Arm Cor s o Engineers Fort Worth District
D
ES
IG
N
O F
TE
M
F R
EN
O
VA
TI
O N
S
FO
R
T H
O O
D , T
EX
AS
BL
D
G
Pr o ec t N o.
W
G
-1 7-
D -0
R
EV
IS
IO
N S
In te rn at io na l P la za
Su ite
Fo rt
W or th , T ex as
-4
Ph on e
7)
-7
Fa x
7)
-7
D at e:
/1 3/
FINAL
S-201
FO
U
N D
AT
IO
N S
EC
TI
O N
S
BU
IL
D
IN
G
0 2 2
GRAPHIC SCALE 1" 1 -0"
6"
Re erence Num er:
oSheet
A
B
C
D at e A ro al
D es cr i tio n
S m ol Pl ot S ca le
D at e
Fi le na m e:
D ra n B
SC R
e ie ed B
Su m itt ed
B
Ke na ll/
FN
I
C he ck ed
B
D R
W
Pl ot
D at e:
D es ig ne d B
D
R W
So lic ita tio n N o.
US Arm Cor s o Engineers Fort Worth District
D
ES
IG
N
O F
TE
M
F R
EN
O
VA
TI
O N
S
FO
R
T H
O O
D , T
EX
AS
BL
D
G
Pr o ec t N o.
W
G
-1 7-
D -0
R
EV
IS
IO
N S
In te rn at io na l P la za
Su ite
Fo rt
W or th , T ex as
-4
Ph on e
7)
-7
Fa x
7)
-7
D at e:
/1 3/
FINAL
S-202
FO
U
N D
AT
IO
N S
EC
TI
O N
S
BU
IL
D
IN
G
0 2 2
Re erence Num er:
oSheet
A
B
C
D at e A ro al
D es cr i tio n
S m ol Pl ot S ca le
D at e
Fi le na m e:
D ra n B
SC R
e ie ed B
Su m itt ed
B
Ke na ll/
FN
I
C he ck ed
B
D R
W
Pl ot
D at e:
D es ig ne d B
D
R W
So lic ita tio n N o.
US Arm Cor s o Engineers Fort Worth District
D
ES
IG
N
O F
TE
M
F R
EN
O
VA
TI
O N
S
FO
R
T H
O O
D , T
EX
AS
BL
D
G
Pr o ec t N o.
W
G
-1 7-
D -0
R
EV
IS
IO
N S
In te rn at io na l P la za
Su ite
Fo rt
W or th , T ex as
-4
Ph on e
7)
-7
Fa x
7)
-7
D at e:
/1 3/
FINAL
S-203
FR
AM
IN
G
S
EC
TI
O
N S
BU
IL
D
IN
G
0 2 2
GRID
G.9 G.7H F.9F.7F.5
F.9F.7F.5
G.9 G.7H
Sheet Re erence Num er:
oSheet
A
B
C
D at e A ro al
D es cr i tio n
S m ol Pl ot S ca le
D at e
Fi le na m e:
D ra n B
SC R
e ie ed B
Su m itt ed
B
Ke na ll/
FN
I
C he ck ed
B
D R
W
Pl ot
D at e:
D es ig ne d B
D
R W
So lic ita tio n N o.
US Arm Cor s o Engineers Fort Worth District
D
ES
IG
N
O F
TE
M
F R
EN
O
VA
TI
O N
S
FO
R
T H
O O
D , T
EX
AS
BL
D
G
Pr o ec t N o.
W
G
-1 7-
D -0
R
EV
IS
IO
N S
In te rn at io na l P la za
Su ite
Fo rt
W or th , T ex as
-4
Ph on e
7)
-7
Fa x
7)
-7
D at e:
/1 3/
FINAL
S-204
FR
AM
IN
G
S
EC
TI
O
N S
BU
IL
D
IN
G
0 2 2
A4/S-301
A3/S-301
A2/S-301
A1/S-301
A4/S-301
A3/S-301
A2/S-301
A1/S-301
3d/S-301
3c/S-301
3d/S-301
3a/S-301
1/S-301 1/S-301
1/S-3011/S-301
2/ S-
Sheet Re erence Num er:
oSheet
A
B
C
D at e A ro al
D es cr i tio n
S m ol Pl ot S ca le
D at e
Fi le na m e:
D ra n B
SC R
e ie ed B
Su m itt ed
B
Ke na ll/
FN
I
C he ck ed
B
D R
W
Pl ot
D at e:
D es ig ne d B
D
R W
So lic ita tio n N o.
US Arm Cor s o Engineers Fort Worth District
D
ES
IG
N
O F
TE
M
F R
EN
O
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TI
O N
S
FO
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O O
D , T
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BL
D
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Pr o ec t N o.
W
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-1 7-
D -0
R
EV
IS
IO
N S
In te rn at io na l P la za
Su ite
Fo rt
W or th , T ex as
-4
Ph on e
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-7
D at e:
/1 3/
FINAL
S-301
H O
U
SE
R
EE
L
FR
AM
E
BU
IL
D
IN
G
0 2 2
GRAPHIC SCALE 1" 1 -0"
6"
0 4 8
GRAPHIC SCALE 3/8" 1 -0"
-2
-0
-1 0"
-6
PI
T O
PE
N
IN
G
-1 0"
-0
-1 0"
-1
0"
44 -0"
1 -0" 1 -0"
40 -0" (PIT OPENING)
25 -0" 7 -6" 2 -0" 1 -0" 1 -0"
7 -6"
8 1/4" R2 -0"8 1/4"
DOWN
R2 -0"
44 -0"
8 -0"3 -0"6 -0"8 -0" 1 -0" 16 -0" 10 -0"
8 -0" 17 -0" 16 -0" 1 -0"
4"
-6
-0
8"
-0
-0
-4
-0
-0
-2
-0
2 -0"2 -6"4 -0"2 -6"2 -0"1 -6"4 -0" 13 -6"8 -0"
CONT. GALV. L4x3x1/4
LLV AROUND PERIMETER
PROVIDE (1) 5 x 48" LONG AT TOP
AND BOTTOM OF SLAB AT ALL
RE-ENTRANT CORNERS. (TYP.)
4" CONC. CURB AT EACH
END OF PIT (TYP.)
DOWN
INSIDE FACE OF
WALL
NOTE: GRATING AT TOP OF
MAINTENANCE PIT IS NOT
SHOWN FOR CLARITY
HIDDEN LINES WITHIN PIT WALLS DENOTE EXTENTS OF
HOSE REEL, TOOL AND LIGHT SHELF AND OIL EVACUATION
PIT RECESSES. SEE OTHER DETAILS ON THIS SHEET FOR
MORE INFORMATION (TYP.)
MAINTENANCE PIT
FOUNDATION REINFORCED
WITH 6 12"o.c. E.W. T&B
24"x24"x18"(DEEP)
SUMP PIT
DENOTES 22" THICK WALL
AT SIDE OF PIT (TYP.)
3 -0"2 -0"18 -6" 2 -0" 18 -6"
2" CLR
TYP
1" CLR
TYP
4" THICK CAST IN PLACE
CONCRETE CURB AT EACH
END OF PIT REINF. WITH
6x6-W2.0xW2.0 WELDED
WIRE CENTERED IN SLAB.
(TYP)
CONT. GALV. L4x3x1/4 LLV
AROUND PERIMETER. (TYP.)
FLOOR GRATING SUPPORT ANGLE
WITH POST INSTALLED ANCHORS
-SEE DETAIL 5 & 6 THIS SHEET FOR
MORE INFORMATION.
(3) 6 "U" BARS EACH WAY
1/2" DIA.x3" LONG HEADED STUD ANCHORS WELDED TO PERIMETER ANGLE 12"o.c.
(TYP.) (1) 5 x 48" LONG E.F. A EACH CORNER
OF WALL RECESS. PROVIDE 5 x 2 -9"
WITH 90 DEGREE STD. HOOK WHERE
PIT GEOMETRY PREVENTS STRAIGHT
BARS (TYP.)
-4
-0
2 -0"
14 -0"2 -0"2 -0"2 -0"2 -0"2 -0"4 -0"8 -0"1 -0" 1 -0"
8" 4"
8"
-0
1 -6" 1 -0" 1 -6"
LIGHT
RECESS
OIL
EVAC
RECESS
6"
-4
1 -6" 1 -0" 1 -6"
-0
-0
HOSE REEL RECESS AT THIS SIDE OF PIT. SEE
DETAIL 6 ON THIS SHEET FOR DIMENSIONAL
INFORMATION. COORDINATED LOCATION WITH
MEP DWGS.
RIDGID INSULATION UNDER SLAB ON
GRADE AND BEHIND PIT WALL-SEE
ARCH FOR DETAILS. (TYP.)
CONT. WATERPROOF MEMBRANE.
(TYP)
CONT. BULB-TYPE WATERSTOP.
(TYP)
CONT. 2X6 SHEAR KEY (TYP)
MAINTANCE PIT FOUNDATION
- REINFORCED WITH 6
12"o.c. E.W., T&B
SLOPE SLOPE
SLOPE TOP OF PIT FOUNDATION
SLAB TO SUMP PIT. (TYP)
LIGHT AND OIL EVACUATION
RECESSES ON EACH SIDE OF HOSE
REEL RECESS AT THIS SIDE OF PIT.
SEE DETAILS 5 &6 ON THIS SHEET FOR
DIMENSIONAL INFORMATION. (TYP)
20 -0" 20 -0" 2 -0" 2 -0"
LIGHT
RECESS 10
L4x3x1/4x0 -6" (LLV) WITH 1/2" DIA.
X 5" LONG POST INSTALLED
ANCHORS WITH LEVELING BED OF
NON-SHRINK GROUT. (TYP)
-4
3"
C
LR
TY
P
1"
TYP
GALVANIZED L2x2x1/4 STAIR
TREAD SUPPORT BRACKET. (TYP)
GALVANIZED 12" DEEP STEEL CHANNEL
STRINGER BY STAIR SUPPLIER. (TYP)
3/16
FIN. FLOOR
0 -0"
6/ S-
12" WIDE END PIT WALLS REINFORCED
- WITH 6 VERTICALS 18"o.c. EF AND
6 HORIZONTAL BARS 12"o.c. EF 1 -0" 1 -0"
(3) 4 TIES
T.O. PIT FTG
-5 -0"
5/ S-
℄ SUMP PIT 4/
S-
FRENCH DRAIN AROUND
PERIMETER OF PIT WALL.
SEE CIVIL (TYP)
SUMP PIT FOUNDATION.
COORDINATE LOCATION
WITH MEP DWGS.
3 -0"2 -0"18 -6" 2 -0" 18 -6"
2" CLR
TYP
CONT. 3/8" THICK X 6" WIDE PLATE
SHOP FILLET WELDED TO EMBED
PLATE AT TOP AND BOTTOM. (TYP)
CONT. 3/8" THICK BENT PLATE (7"V X 3"H)
WITH 2 ROWS (1 ROW DIAGONAL) OF 1/2"
DIA. x 4" LONG HEADED STUD ANCHORS SHOP WELDED TO PLATE 12"o.c. MIN
(1) 4 HORIZ AT EACH ROW OF STUDS. (TYP)
-4
-0
2 -0"
7 -6"7 -6"1 -0" 1 -0"
EXISTING CONC SLAB REPLACE AS
REQUIRED MATCH EXISTING CONC.
SLAB THICKNESS AND STEEL SIZE
AND REINFORCEMENT SPACING (TYP)
SLOPE SLOPE
BENT BARS AT SUMP PIT SHALL
MATCH SIZE AND SPACING OF
FOUNDTION REINFORCING IN
EACH DIRECTIONS
20 -0" 20 -0" 25 -0"
LIGHT
RECESS
3" C
LR
-4
TY
P
T.O. PIT FTG
-5 -0"
6/ S-
1" CLR
REMOVABLE CORRUGATED METAL
GRATING TO HAVE NON-SLIP AND
ANTI-SPARK FINISH (TYP)
TYP
FIN. FLOOR
0 -0"
5/ S-
4/ S-
1 -0"1 -0"
1/2" DIA.x3" LONG HEADED STUD ANCHORS WELDED TO PERIMETER ANGLE 12"o.c.
(TYP.) (1) 5 x 48" LONG E.F. A EACH CORNER
OF WALL RECESS. PROVIDE 5 x 2 -9"
WITH 90 DEGREE STD. HOOK WHERE
PIT GEOMETRY PREVENTS STRAIGHT
BARS (TYP.)
REMOVABLE CORRUGATED METAL GRATING TO HAVE
NON-SLIP AND ANTI-SPARK FINISH AT TOP AND BOTTOM OF
PIT. GRATING SHALL CONSIST OF 1 1/4"x3 /16" BEARING BAR
1 3/16"o.c. AND WELDED CROSS BAR 4"o.c.
CONT. LIGHT AND TOOL SHELF RECESS AT THIS
SIDE OF PIT. SEE DETAIL 5 ON THIS SHEET FOR
DIMENSIONAL INFORMATION℄ SUMP PIT
9 -2"
FIN. FLOOR
0 -0"
1 -0"1 -0"
T.O. PIT FTG
-5 -0"
REMOVABLE CORRUGATED METAL
STAIR TREADS WITH NON-SLIP AND
ANTI-SPARK FINISH. STAIR TREAD
SHALL CONSIST OF 1 1/4"x3 /16" BEARING BAR 1 3/16"o.c. AND WELDED CROSS BAR 4"o.c. WITH
CHECKERED PLATE NOSING. (TYP)
GRACO 218969 30 GALLON ROLLING
DRAIN CART (SPECIFIED WITH POL
EQUIPMENT
W14x26 ROLLER SUPPORT BEAM CONT. GALV. L4x3x1/4 LLV AROUND
PERIMETER SUPPORTING FLOOR
GRATING
22" WIDE END PIT WALLS
REINFORCED - WITH 6
VERTICALS 18"o.c. EF
AND 6 HORIZONTAL BARS
12"o.c. EF
1 -10" 3"
3 -6"
℄ PIT
1 -10" 3"
7 -2"
-4
3"
C
LR
TY
P
FRENCH DRAIN AROUND
PERIMETER OF PIT WALL.
SEE CIVIL (TYP)
GALV. L3x3x1/4 LLV WITH 1/2" DIA x 4" LONG HEADED
STUDS SHOP WELDED TO
ANGLE 18"O.c.
CONT. WATERPROOF
MEMBRANE. (TYP)
GALV. L2x2x1/4 LLV AROUND
PERIMETER SUPPORTING
FLOOR GRATING
9 -2"
1 -0"8"
1 -10"3 -6"2 -2" 7 -6"
-4
3"
C
LR
℄ PIT
FIN. FLOOR
0 -0"
T.O. PIT FTG
-5 -0"
REMOVABLE CORRUGATED METAL GRATING
TO HAVE NON-SLIP AND ANTI-SPARK FINISH
AT TOP AND BOTTOM OF PIT WITH MINIMUM
LIVE LOAD CAPACITY OF 100 PSF 6 18"o.c. FRAMING BAR (TYP)
6 VERTICAL 18"o.c. AND
(5) 6 HORIZONTAL BARS.
(TYP)
PROVIDE CHAMFERED
EDGE AT ALL RECESS
CORNERS (TYP)
-2
"1 -0" 1 -2" 1 -0"
-8
" LIGHT
RECESS
OIL
EVAC
RECESS
CONT. GALV. L3"x3"x1/4" WITH
1/2" DIA. POST INSTALLED
ANCHORS 12"o.c. (TYP)
CONT. BULB-TYPE WATERSTOP.
(TYP)
CONT. 2X6 SHEAR KEY (TYP)
6 18"o.c. EF 6 12"o.c. EF
6 18"o.c. FRAMING
BAR
6 18"o.c. WITH 90
DEG HOOK AT EA END
(TYP)
6 6"o.c. EW T&B OVER OIL
EVAC RECESS
RIDGID INSULATION UNDER SLAB ON
GRADE AND BEHIND PIT WALL-SEE
ARCH FOR DETAILS. (TYP.)
CHASE COORD. WITH MEP
DWGS.
3"3"
-0
2 -0"
1 -10"3 -6"3 -4" 8 -8"
℄ PIT 3"3"
3 -0"2 -0" 2 -0"
6 6"o.c. EW T&B
OVER HOSE REEL
RECESS
-4
T.O. PIT FTG
-5 -0"
1 -0"
1 -1"2 -7"
CHASE FOR 6" DIA. PVC
SLEEVE COORD. WITH
MEP DWGS.
2 -4"
-6
" LIGHT
RECESS
OIL
EVAC
RECESS
1 -0"
SUMP PIT-SEE DETAILS 2 & 3
ON THIS SHEET FOR REINF
INFORMATION.
SUMP PIT FOUNDATION.
COORDINATE LOCATION
WITH MEP DWGS.
6 18"o.c. EF 6 12"o.c. EF
6 18"o.c.
FRAMING BAR
FIN. FLOOR
0 -0"
Sheet Re erence Num er:
oSheet
A
B
C
D at e A ro al
D es cr i tio n
S m ol Pl ot S ca le
D at e
Fi le na m e:
D ra n B
SC R
e ie ed B
Su m itt ed
B
Ke na ll/
FN
I
C he ck ed
B
D R
W
Pl ot
D at e:
D es ig ne d B
D
R W
So lic ita tio n N o.
US Arm Cor s o Engineers Fort Worth District
D
ES
IG
N
O F
TE
M
F R
EN
O
VA
TI
O N
S
FO
R
T H
O O
D , T
EX
AS
BL
D
G
Pr o ec t N o.
W
G
-1 7-
D -0
R
EV
IS
IO
N S
In te rn at io na l P la za
Su ite
Fo rt
W or th , T ex as
-4
Ph on e
7)
-7
Fa x
7)
-7
D at e:
/1 3/
FINAL
S-401
M
AI
N
TE
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AN
C E
PI
T
PL
AN
D
ET
AI
LS
BU
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D
IN
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0 4 8
GRAPHIC SCALE 3/8" 1 -0"
GB-30
P-8
P-58
G B-
A
GB-73
P-17P-18
G B-
G B-
G
B-
GB-3 GB-6 GB-10
GB-28 GB-25 GB-23 GB-21 GB-19
GB-69
G B-
G
B-
G B-
GB-1 GB-2
P-2
GB-4 GB-5
P-4
GB-7 GB-8 GB-9
P-7
GB-29
P-48
GB-27 GB-26
P-50
GB-24
P-23
GB-22
P-53
GB-20
P-34
GB-18 GB-17
P-32
GB-92 P-30
G B-
GB-40
GB-39
G B-
G
B-
G B-
G B-
G B-
G B-
GB-42
GB-54 GB-55
G B-
G B-
A
G B-
GB-52 GB-53
G B-
GB-41
GB-72
GB-71
G B-
P-62
P-61
GB-51
GB-50
GB-56
GB-57
G B-
G
B-
G B-
GB-66
GB-65
G B-
GB-64
GB-70
GB-67
GB-68
G B-
G
B-
G B-
GB-77
GB-82
GB-83
GB-87
GB-88
GB-89
GB-90
GB-85
GB-86 G
B-
G B-
G
B-
G B-
G
B-
G B-
G B-
G
B-
GB-91G
B-
G B-
GB-74
GB-75
SL
O
PE
3"
SL
O
PE
3"
SL
O
PE
3"
SL
O
PE
3"
P-1 P-3 P-46
P-5 P-6
P-5
P-52
P-47
P-49
P-24 P-22 P-54
P-35
P-33
P-31
P-37
P-28P-29 P-27 P-26P-25
P-64
P-56
P-57
P-59
P-21
P-9 P-10
P-60
P-11
P-12
P-13
P-14
P-15
P-63
P-20 P-19
A
B C D E F G.9 JG.7
1.11.1
F.5 H
2.3
2.5
3.5
4.4
4.7
3.7
F.7 F.9
1.2
4.3
A BA.8A.2
G
SLAB TO BE DEMO D
LEGEND
SE-101
EX
IS
TI
N
G F
O U
N D
AT
IO
N
BU
IL
D
IN
G
Sheet Re erence Num er:
oSheet
A
B
C
D at e A ro al
D es cr i tio n
S m ol Pl ot S ca le
D at e
Fi le na m e:
D ra n B
SC R
e ie ed B
Su m itt ed
B
Ke na ll/
FN
I
C he ck ed
B
D R
W
Pl ot
D at e:
D es ig ne d B
D
R W
So lic ita tio n N o.
US Arm Cor s o Engineers Fort Worth District
D
ES
IG
N
O F
TE
M
F R
EN
O
VA
TI
O N
S
FO
R
T H
O O
D , T
EX
AS
BL
D
G
Pr o ec t N o.
W
G
-1 7-
D -0
R
EV
IS
IO
N S
In te rn at io na l P la za
Su ite
Fo rt
W or th , T ex as
-4
Ph on e
7)
-7
Fa x
7)
-7
D at e:
/1 3/
FINAL
EXISTING GRADE BEAM W/ NEW SLAB OVERLAY - OVERALL
0 4 8 16
3/32" = 1'-0" (24"x36") 3/64" = 1'-0" (11"x17")
File details come from the government source that posted it.