Revised_Drawing_Tech_Exh._B_,19_June_2019__pages_25-48.pdf

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

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

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US Arm Cor s o Engineers Fort Worth District

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S-103

CEILING FRAMING - OVERALL

0 4 8 16

3/32" = 1'-0" (24"x36") 3/64" = 1'-0" (11"x17")

SCALE:

N

GRID

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D at e A ro al

D es cr i tio n

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US Arm Cor s o Engineers Fort Worth District

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0 2 2

GRAPHIC SCALE 1" 1 -0"

6"

Re erence Num er:

oSheet

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D es cr i tio n

S m ol Pl ot S ca le

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Fi le na m e:

D ra n B

SC R

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Su m itt ed

B

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FN

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C he ck ed

B

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Pl ot

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D

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US Arm Cor s o Engineers Fort Worth District

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ES

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N

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Pr o ec t N o.

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S-202

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0 2 2

Num er:

oSheet

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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

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Su m itt ed

B

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C he ck ed

B

D R

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US Arm Cor s o Engineers Fort Worth District

D

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0 2 2

G.9 G.7H F.9F.7F.5

F.9F.7F.5

G.9 G.7H

Sheet Re erence Num er:

oSheet

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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

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F R

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Pr o ec t N o.

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-7

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S-204

FR

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S

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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-

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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

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So lic ita tio n N o.

US Arm Cor s o Engineers Fort Worth District

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Pr o ec t N o.

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Ph on e

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-7

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S-301

H O

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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

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N

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M

F R

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TI

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FO

R

T H

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D , T

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BL

D

G

Pr o ec t N o.

W

G

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D -0

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EV

IS

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In te rn at io na l P la za

Su ite

Fo rt

W or th , T ex as

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Ph on e

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D at e:

/1 3/

FINAL

S-401

M

AI

N

TE

N

AN

C E

PI

T

PL

AN

D

ET

AI

LS

BU

IL

D

IN

G

0 4 8

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

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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

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ES

IG

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Pr o ec t N o.

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IS

IO

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In te rn at io na l P la za

Su ite

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-7

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/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")

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

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

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Fi le na m e:

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SC R

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Su m itt ed

B

Ke na ll/

FN

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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

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N

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Pr o ec t N o.

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IO

N S

In te rn at io na l P la za

Su ite

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R

U C

TU

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BU

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IN

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S-103

CEILING FRAMING - OVERALL

0 4 8 16

3/32" = 1'-0" (24"x36") 3/64" = 1'-0" (11"x17")

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

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TI

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Pr o ec t N o.

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D -0

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IS

IO

N S

In te rn at io na l P la za

Su ite

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0 2 2

Num er:

oSheet

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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

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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

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Pr o ec t N o.

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In te rn at io na l P la za

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0 2 2

Num er:

oSheet

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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

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N

O F

TE

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F R

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Pr o ec t N o.

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N S

In te rn at io na l P la za

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0 2 2

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

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TI

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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

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FINAL

S-204

FR

AM

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S

EC

TI

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BU

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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

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TI

O N

S

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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-301

H O

U

SE

R

EE

L

FR

AM

E

BU

IL

D

IN

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0 2 2

GRAPHIC SCALE 1" 1 -0"

6"

0 4 8

-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)

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D at e:

/1 3/

FINAL

S-401

M

AI

N

TE

N

AN

C E

PI

T

PL

AN

D

ET

AI

LS

BU

IL

D

IN

G

0 4 8

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

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Sheet Re erence Num er:

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S m ol Pl ot S ca le

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D ra n B

SC R

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B

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FN

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C he ck ed

B

D R

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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

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M

F R

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O

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FO

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-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")