3. CCH Drawings Package 2 Vol IB_Draft.pdf

PDF 25 MB Posted Mar 7, 2025

Attached to: D-B PAINT BOOTH CONSTRUCTION/INSERTION FOR THEATER AIRCRAFT CORROSION CONTROL HANGAR
Solicitation number: W912HV-25-Z-0009
Issued by: Department of the Army Corps of Engineers Engineering District Japan

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File	Type	Posted
1. W912HV25Z0009_Survey Questions_Paint Booth Only.docx	DOCX document	Mar 7, 2025
3. CCH Drawings Package 2 Vol IA_Draft.pdf	PDF	Mar 7, 2025
2. CCH Specifications Package 2_Draft.pdf	PDF	Mar 7, 2025
4. CCH Drawings Package 2 Vol II_Draft.pdf	PDF	Mar 7, 2025

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LEVEL 01

1617212728 181920222426 2325

300x200x6 TUBE300x200x6 TUBE300x200x6 TUBE

225x175x6 TUBE 225x175x6 TUBE 225x175x6 TUBE

300x200x6 TUBE 300x200x6 TUBE 300x200x6 TUBE

300x200x6 TUBE300x200x6 TUBE300x200x6 TUBE

T/STEEL = 12375

T/STEEL = 15535

T/STEEL = 18780

300x300x9 TUBE TYP

593065106510651065106510651065106510651063105930

T/STEEL = 9265

T/STEEL = 6020

T/STEEL = 27752

x x T

U B

E x x T

U B

200x150x6 TUBE

TYP

200x150x6 TUBE

TYP

LEVEL 01

17 21 2718 19 20 22 24 2623 25

6510 6510 6510 6510 6510 6510 6510 6510 6510 6310

T/STEEL = 4200

250x150x6 TUBE

250x150x6 TUBE250x150x6 TUBE

250x150x6 TUBE

250x150x6 TUBE250x150x6 TUBE

250x150x6 TUBE

250x150x6 TUBE250x150x6 TUBE

250x150x6 TUBE

250x150x6 TUBE 250x150x6 TUBE

250x150x6 TUBE

250x150x6 TUBE 250x150x6 TUBE

250x150x6 TUBE250x150x6 TUBE250x150x6 TUBE

200x150x6 TUBE

200x150x6 TUBE200x150x6 TUBE

200x150x6 TUBE

200x150x6 TUBE250x150x6 TUBE

250x150x6 TUBE

250x150x6 TUBE T/STEEL = 2825

T/STEEL = 6070

T/STEEL = 9315

T/STEEL = 12000

T/STEEL = 15545

T/STEEL = 18790

T/STEEL = 22620

T/STEEL = 22035

250x250x12 TUBE TYP

SCALE: 1:150

0 3000 6000

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

N U

A R

FOR REVIEW ONLY

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

O S

C O

N T

R O

L P

R E

P H

A N

G A

P R

O J E

C T

N U

M B

E R

X E

K A

D E

N A

B A

S E

O K

W A

J A

P A

Japan District ®

J A

P A

N E

N G

E R

T R

O K

W A

J A

P A

N T

B D

GRAPHIC SCALE

J A

C O

B S

G O

V E

R N

M E

N T

S E

R V

S C

O M

P A

N Y

M a in

S tr e e t

F o rt

W o rt h

T X

J E

CESAR R.VALLENILLA

TX 83559

MOD-7

1 : 1501/9/2025 5:06:44 PM

C:\Users\ortondp\Documents\LXEZ1076699-S-3D_dave60.rvt

V A

L L

E N

L A

O R

T O

S-230

S E

R N

P A

B O

O T

H P

A N

E L

S U

P P

O R

T E

L E

V A

N S

S S

-2

PKG 2

L X

E Z

-S -2

SCALE = 1 : 150D1

PAINT BOOTH PANELS SUPPORT FRAMING NEAR GRID N

SCALE = 1 : 150A1

PAINT BOOTH PANELS SUPPORT FRAMING NEAR GRID C

DRAFT

BCDEFGHJKLNQ

8750 7055 7055 7055 7055 7055 7055 7055 7055 7055 6805

T/STEEL = 10690

T/STEEL = 12225

T/STEEL = 15470

T/STEEL = 18715

T/STEEL = 22945

300x200x6 TUBE

300x100x6 TUBE

200x150x6 TUBE

200x200x12 TUBE

TYP

x x T

U B

T Y

H198x99x4.5x7

T/STEEL = 16645

T/STEEL = 13820

300x100x6 TUBE

T/STEEL = 21985

LEVEL 01

B C D E F G H J K L N Q

300x100x6 TUBE

200x200x12 TUBE

200x150x6 TUBE

300x200x6 TUBE x x T

U B

H346x174x6x9

T/STEEL = 10510

T/STEEL = 12225

T/STEEL = 15470

T/STEEL = 18715

T/STEEL = 21985

TYP

T Y

6805 7055 7055 7055 7055 7055 7055 7055 7055 7055 8750

T/STEEL = 13820

T/STEEL = 16645 300x100x6 TUBE

SCALE: 1:150

0 3000 6000

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

N U

A R

FOR REVIEW ONLY

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

O S

C O

N T

R O

L P

R E

P H

A N

G A

P R

O J E

C T

N U

M B

E R

X E

K A

D E

N A

B A

S E

O K

W A

J A

P A

Japan District ®

J A

P A

N E

N G

E R

T R

W A

J A

P A

N T

B D

GRAPHIC SCALE

J A

C O

B S

G O

V E

R N

M E

N T

S E

R V

S C

O M

P A

N Y

M a in

S tr e e t

F o rt

W o rt h

T X

J E

CESAR R.VALLENILLA

TX 83559

MOD-7

1 : 1501/9/2025 5:06:47 PM

C:\Users\ortondp\Documents\LXEZ1076699-S-3D_dave60.rvt

V A

L L

E N

L A

O R

T O

S-231

S E

R N

P A

B O

O T

H P

A N

E L

S U

P P

O R

T E

L E

V A

N S

S S

-2

PKG 2

L X

E Z

-S -2

SCALE = 1 : 150D1

PAINT BOOTH PANELS SUPPORT FRAMING NEAR GRID 20

SCALE = 1 : 150A1

PAINT BOOTH PANELS SUPPORT FRAMING NEAR GRID 24

17 21 2718 19 20 22 24 2623 25

S-232

6510 6510 6510 6510 6510 6510 6510 6510 6510 6310

250x150x6 TUBE

250x150x6 TUBE 250x150x6 TUBE T/STEEL = 2775

T/STEEL = 6020

T/STEEL = 9265

T/STEEL = 12225

T/STEEL = 15495

T/STEEL = 18740

T/STEEL = 4575250x150x6 TUBE250x150x6 TUBE

S-232

LEVEL 01

T/STEEL = 2775250x150x6 TUBE x x T

U B

S-543

LEVEL 01

T/STEEL = 2775

T/STEEL = 4575

250x150x6 TUBE

250x150x6 TUBE x x T

U B

S-543

LEVEL 01

T/STEEL = 2775

T/STEEL = 6020

T/STEEL = 9265

T/STEEL = 12375

250x150x6 TUBE

300x100x6 TUBE x x T

U B

SCALE: 1:100

0 2000 4000

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

N U

A R

FOR REVIEW ONLY

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

O S

C O

N T

R O

L P

R E

P H

A N

G A

P R

O J E

C T

N U

M B

E R

X E

K A

D E

N A

B A

S E

O K

W A

J A

P A

Japan District ®

J A

P A

N E

N G

E R

T R

W A

J A

P A

N T

B D

GRAPHIC SCALE

J A

C O

B S

G O

V E

R N

M E

N T

S E

R V

S C

O M

P A

N Y

M a in

S tr e e t

F o rt

W o rt h

T X

J E

CESAR R.VALLENILLA

TX 83559

MOD-7

1 : 1001/9/2025 5:06:49 PM

C:\Users\ortondp\Documents\LXEZ1076699-S-3D_dave60.rvt

V A

L L

E N

L A

O R

T O

S-232

S E

R N

P A

B O

O T

H P

A N

E L

S U

P P

O R

T E

L E

V A

N S

S S

-2

PKG 2

L X

E Z

-S -2

SCALE = 1 : 100C1

PAINT BOOTH PANELS SUPPORT FRAMING @ GRID B

SCALE = 1 : 100A1

ELEVATION

SCALE = 1 : 100A3

ELEVATION

SCALE = 1 : 100A5

ELEVATION

1 2 8 12 14 15 17 21 27543 10 11 18 19 20 22 24 26

5930 64900 10225 10375 11100 64900

TRUSS T7TRUSS T3

6 9 23 25

ROOF METAL DECK

RE: ARCH

S-313

S-228

S-231

T/ROOF SLAB = 4800

T/STEEL MECH PLATFORM = 13820

FALL PROTECTION RE: ARCH

DRAFT CURTAIN RE: ARCH

x x T

U B

E x x T

U B

E x x T

U B

E x x T

U B

E x x T

U B

E x x T

U B

T/STEEL = 12350

(PAINTBOOTH)

S-231

DRAFT CURTAIN RE: ARCH

FALL PROTECTION RE: ARCH

LEVEL 01

AF10H6 A6

100 EJ 9440

D10K2

T/ROOF EL = 5400

T/ROOF EL = 6480

T/ROOF EL = 8200

T/ROOF EL = 11310

10530 11090 11675 14915 10180 2000

DOUBLE TEE'S

RE: PLAN AND C4/S-531

DOUBLE TEE'S

RE: PLAN AND C4/S-531

DOUBLE TEE'S

RE: PLAN AND C4/S-531

T/ROOF EL = 4850

1900 4860 5315 1000 3200 1000

T Y

2755 3340500 2450

3255 450

(3) 300mm DIA OPENING

2620 1300

23505

S-303S-404

SCALE: 1:300

0 6000 12000

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

N U

A R

FOR REVIEW ONLY

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

O S

C O

N T

R O

L P

R E

P H

A N

G A

P R

O J E

C T

N U

M B

E R

X E

K A

D E

N A

B A

S E

O K

W A

J A

P A

Japan District ®

J A

P A

N E

N G

E R

T R

W A

J A

P A

N T

B D

GRAPHIC SCALE

J A

C O

B S

G O

V E

R N

M E

N T

S E

R V

S C

O M

P A

N Y

M a in

S tr e e t

F o rt

W o rt h

T X

J E

CESAR R.VALLENILLA

TX 83559

MOD-7

As indicated

1/9/2025 5:06:54 PM

C:\Users\ortondp\Documents\LXEZ1076699-S-3D_dave60.rvt

V A

L L

E N

L A

O R

T O

S-301

S E

R N

B U

S E

C T

S S

-3

PKG 2

L X

E Z

-S -3

SCALE = 1 : 300B1

SECTION AT MECHANICAL PLATFORMS

SCALE = 1 : 200E1

SECTION AT BUILDING NEAR GRID 14

SCALE: 1:200

0 4000 8000

17 21 27

18 19 20 22 24 2623 25

H300x150x6.5x9

H x x .5 x

600 600

6510 6510 6510 6510 6510 6510 6510 6510 6510 6310

TYP

T Y

H300x150x6.5x9 TYP

H x x .5 x

S-302

TYP

S-543

(6) PLACES TYP

H x x x

H300x300x10x15

H300x150x6.5x9

405 940

1925600

1925 1925

195 170

1925 185 1925 200 1925

935 1925 1520 1925 205925 1925 1925 685

1925 1925 1925

1065 1925 1510 2010

TOP OF STEEL AT CATWALK = 20480

TYP

C200x80x7.5x11

C x x .5 x

T Y

250x250 TUBE BELOW

S-302

SIM

40mm METAL

BAR GRATING

C200x80x7.5x11 TYP

250x250 TUBE

RE: A1/S-230

(PAINTBOOTH)

250x250 TUBE

RE: A1/S-230

(PAINTBOOTH)

250x250 TUBE

RE: A1/S-230

(PAINTBOOTH)

T Y

S-302

TYP

S-302

SIM

S-302

SIM

TOE PLATE

BAR GRATING

BEAM RE: PLAN

RE: PLAN RE: PLAN

COLUMN

RE: PLAN

ATTACH BAR GRATING TO BEAMS BY

USING GALV. GRATE FASTENER AT

400 OC AND AT LOOSE ENDS

HANDRAIL

RE: E8/S-543

NOTE: CONTRACTOR TO VERIFY FINAL SUPPORTING BEAM LOCATIONS WITH FAN DIMENSIONS.

RE: E1/S-541

FOR BEAM

CONNECTIONS

TYP

PLAN

RE: RE: PLAN

RE: MECHANICAL FOR ADDITIONAL INFORMATION

REMOVABLE

HANDRAIL

RE: E8/S-543

T/STEEL = RE: PLAN

TOE PLATE

BAR GRATING

BEAM RE: PLAN

PLAN

RE: RE: PLAN RE: PLAN

COLUMN

RE: PLAN

ATTACH BAR GRATING TO BEAMS BY USING GALV.

GRATE FASTENER AT 400 OC AND AT LOOSE ENDS

HANDRAIL

RE: E8/S-543

NOTE: CONTRACTOR TO VERIFY FINAL SUPPORTING BEAM LOCATIONS WITH FAN DIMENSIONS.

RE: E1/S-541 FOR BEAM

CONNECTIONS TYP

PLAN

RE: RE: PLAN

RE: MECHANICAL FOR ADDITIONAL INFORMATION

REMOVABLE

HANDRAIL

RE: E8/S-543

T/STEEL = RE: PLAN

200x200 TUBE

RE: PLAN

(250x250 TUBE AT SIM)

(TUBE CONTINUES

TO GROUND AT SIM)

SCALE: 1:100

0 2000 4000

PLAN

NORTH

TRUE N

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

N U

A R

FOR REVIEW ONLY

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

O S

C O

N T

R O

L P

R E

P H

A N

G A

P R

O J E

C T

N U

M B

E R

X E

K A

D E

N A

B A

S E

O K

W A

J A

P A

Japan District ®

J A

P A

N E

N G

E R

T R

W A

J A

P A

N T

B D

GRAPHIC SCALE

J A

C O

B S

G O

V E

R N

M E

N T

S E

R V

S C

O M

P A

N Y

M a in

S tr e e t

F o rt

W o rt h

T X

J E

CESAR R.VALLENILLA

TX 83559

MOD-7

As indicated

1/9/2025 5:06:54 PM

C:\Users\ortondp\Documents\LXEZ1076699-S-3D_dave60.rvt

V A

L L

E N

L A

O R

T O

S-302

S E

R N

C A

T W

A L

K F

R A

G P

L A

S S

-3

PKG 2

L X

E Z

-S -3

SCALE = 1 : 100E1

CATWALK FRAMING PLAN

SCALE = 1 : 20A1

SECTION

SCALE = 1 : 20A6

SECTION

SCALE: 1:20

0 200 400 800

17 21 2718 19 20 22 24 2623 25

T/STEEL = 5725

T/STEEL = 1750

T/STEEL = 20480

x x T

U B

150x150x9 TUBE

TYP

150x150x9 TUBE

T/STEEL = 9680

CATWALK

S-305 x x T

U B

H300x150x6.5x9

H300x150x6.5x9H300x150x6.5x9 T/STEEL = 17575

T/STEEL = 13820H446x199x8x12 H248x124x5x8

H300x150x6.5x9

T/STEEL = 13820

T/STEEL = 17580

x x T

U B

6510 6510 6510 6510 6510 6510 6510 6510 6510 6310

TYP

15630

T/STEEL = 11650

T/STEEL = 7700

T/STEEL = 3720

S-305

S-545

TYP

SCALE: 1:100

0 2000 4000

PLAN

NORTH

TRUE N

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

N U

A R

FOR REVIEW ONLY

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

O S

C O

N T

R O

L P

R E

P H

A N

G A

P R

O J E

C T

N U

M B

E R

X E

K A

D E

N A

B A

S E

O K

W A

J A

P A

Japan District ®

J A

P A

N E

N G

E R

T R

W A

J A

P A

N T

B D

GRAPHIC SCALE

J A

C O

B S

G O

V E

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SCALE = 1 : 100A1

SECTION

SHEET ID

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FILE PATH:

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FOR REVIEW ONLY

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REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

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T E

R A

F T

C O

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C T

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K A

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W A

J A

P A

Japan District ®

J A

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B D

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-3

PKG 2

L X

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SCALE =A1

ISOMETRIC VIEW - CATWALK & MECHANICAL PLATFORM FRAMING

S-232

700 1400

H340x250x9x14

H300x150x6.5x9

H x x x

250x250x12 TUBE

150x150x9 TUBE TYP

NOTE: REFERENCE SHEET S-303 FOR TOP OF STEEL ELEVATIONS

H x x .5 x

H300x150x6.5x9

150x150x9 TUBE

NOTE: REFERENCE SHEET S-303 FOR TOP OF STEEL ELEVATIONS

400x400 PLATE WITH (4)

M20 EXPANSION BOLTS

SCALE: 1:100

0 2000 4000

SHEET ID

D R

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PLOT SCALE:PLOT DATE:

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PLOTTED BY:

FILE PATH:

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FOR REVIEW ONLY

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NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

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C O

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R O

L P

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P H

A N

G A

P R

O J E

C T

N U

M B

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X E

K A

D E

N A

B A

S E

O K

W A

J A

P A

Japan District ®

J A

P A

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N G

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T R

W A

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P A

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B D

GRAPHIC SCALE

J A

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M a in

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C:\Users\ortondp\Documents\LXEZ1076699-S-3D_dave60.rvt

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SCALE =A1

STAIRS FRAMING - ISOMETRIC VIEW

SCALE =D6

STAIRS FRAMING - ISOMETRIC VIEW

SCALE = 1 : 100B5

TYPICAL STAIR FRAMING

SCALE = 1 : 100B9

STAIR LANDING FRAMING

SCALE = 1 : 10A5

CONNECTION DETAIL

ABCDP D9E9F9G9H9J9K9M9

TRUSSES RE: PLAN AND TRUSS

ELEVATIONS S-201 THRU S-204

CRUCIFORM COLUMN

RE: PLAN AND E1/S-608

HANGAR DOORS

RE: ARCH

PAVEMENT SLAB

PAINT BOOTH

RE: ARCH

FALL ARREST RE: ARCH

MECHANICAL SUPPORT FRAMING

MECH/ELECT ROOM

4200 6955 6660 6920 6820 6920 6820 6820 6670 7055 6805 13750

NOTE: FOR TOP OF STEEL ELEVATIONS RE: PLANS AND ELEVATIONS.

SCALE: 1:150

0 3000 6000

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

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U E

D A

T E

C O

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N O

S O

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M Y

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S O

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N G

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C H

E C

K E

D B

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

N U

A R

FOR REVIEW ONLY

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

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PERMIT PURPOSES. THEY

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UNDER SUPERVISION OF:

NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

O S

C O

N T

R O

L P

R E

P H

A N

G A

P R

O J E

C T

N U

M B

E R

X E

K A

D E

N A

B A

S E

O K

W A

J A

P A

Japan District ®

J A

P A

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B D

GRAPHIC SCALE

J A

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SCALE = 1 : 150A1

BUILDING SECTION

ABCDEFGHJKLNQ

TRUSSES RE: PLAN AND TRUSS

ELEVATIONS S-201 THRU S-204

CRUCIFORM COLUMN

RE: PLAN AND E1/S-608

HANGAR DOORS

RE: ARCH

PAVEMENT SLAB

PAINT BOOTH

RE: ARCH

FALL ARREST RE: ARCH

MECH/ELECT ROOM

PAINT BOOTH SOFFIT

RE: ARCH

8750 7055 7055 7055 7055 7055 7055 7055 7055 7055 6805 13750

NOTE: FOR TOP OF STEEL ELEVATIONS RE: PLANS AND ELEVATIONS.

SCALE: 1:150

0 3000 6000

SHEET ID

D R

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K E

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PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

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N U

A R

FOR REVIEW ONLY

THESE DOCUMENTS ARE

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UNDER SUPERVISION OF:

NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

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C T

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K A

D E

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W A

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P A

Japan District ®

J A

P A

N E

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T R

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P A

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B D

GRAPHIC SCALE

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SCALE = 1 : 150A1

BCDEFGHJKLNQ

8750 7055 7055 7055 7055 7055 7055 7055 7055 7055 6805

TRUSSES RE: PLAN AND TRUSS

ELEVATIONS S-201 THRU S-204

CRUCIFORM COLUMN

RE: PLAN AND E1/S-608

PAINT BOOTH

RE: ARCH

HANGAR DOORS

RE: ARCH

PAVEMENT SLAB

MECHANICAL

PLATFORM

CATWALK RE: FRAMING PLAN S-302

SCALE: 1:150

0 3000 6000

SHEET ID

D R

A W

N B

D E

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PLOTTED BY:

FILE PATH:

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A R

FOR REVIEW ONLY

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NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

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R O

L P

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P H

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C T

N U

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K A

D E

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O K

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Japan District ®

J A

P A

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N G

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W A

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B D

GRAPHIC SCALE

J A

C O

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S E

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O M

P A

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M a in

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CESAR R.VALLENILLA

TX 83559

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C:\Users\ortondp\Documents\LXEZ1076699-S-3D_dave60.rvt

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SCALE = 1 : 150A1

ACCESS HATCH OPENING RE: A6/S-501 FOR

ADDITIONAL REINFORCEMENT DETAIL. COORDINATE WITH

ARCH FOR FINAL SIZE AND LOCATION OF OPENING

TYP

3500 7640

7350 1570 1200 1570

22000

890 550

LEVEL 01

S-401

S-402

300 600

400 300

-5100

-6475

T/CONC

400 17300 300 3600 400

22000

50mm LEAN CONCRETE

NOTE:

REFER TO S-402 FOR WALL AND SLAB REINF

NOT PROVIDED HERE FOR CLARITY

S-401

600mm THICK SLAB

RE: D1/S-402 FOR REINFORCEMENT

TOP OF SLAB ELEVATION = -5100mm

600mm THICK SLAB

RE: D1/S-402 FOR REINFORCEMENT

TOP OF SLAB ELEVATION = -5100mm

S-402

E Q

300 400

17300

400 300 22600

LEVEL 01

RE: FIRE PROTECTION FOR

SLUICE GATE ADDITIONAL

INFORMATION

RE: D1/S-402 FOR

ADDITIONAL INFORMATION

NOT SHOWN FOR CLARITY

RE: A1/S502 FOR

ADDITIONAL

REINFORCING AT

OPENINGS TYP

50mm LEAN CONCRETE

400 4500 300 4500 400

10100

915 915

600mm CONCRETE WALL

NOTE:

REFER TO S402 FOR WALL AND SLAB REINFORCED NOT PROVIDED HERE FOR CLARITY

PRECAST WALL

PAVEMENT RE: CIVIL

SUBSOIL DRAINAGE

PIPING. RE: PLUMBING

FOR ADDITITIONAL

INFORMATION.

SUBSOIL DRAINAGE

PIPING. RE: PLUMBING

FOR ADDITITIONAL

INFORMATION.

SCALE: 1:50

0 500 1000 2000

PLAN

NORTH

TRUE N

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

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A M

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K E

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A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

N U

A R

FOR REVIEW ONLY

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

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PERMIT PURPOSES. THEY

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UNDER SUPERVISION OF:

NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

O S

C O

N T

R O

L P

R E

P H

A N

G A

P R

O J E

C T

N U

M B

E R

X E

K A

D E

N A

B A

S E

O K

W A

J A

P A

Japan District ®

J A

P A

N E

N G

E R

T R

W A

J A

P A

N T

B D

GRAPHIC SCALE

J A

C O

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G O

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R N

M E

N T

S E

R V

S C

O M

P A

N Y

M a in

S tr e e t

F o rt

W o rt h

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J E

CESAR R.VALLENILLA

TX 83559

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As indicated

1/9/2025 5:07:26 PM

C:\Users\ortondp\Documents\LXEZ1076699-S-3D_dave60.rvt

V A

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S E

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P L

A N

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R S

T O

R A

G E

T A

N K

S S

-4

PKG 2

L X

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-S -4

SCALE = 1 : 100E1

FIRE WATER STORAGE TANK PLAN - LEVEL 1

SCALE = 1 : 100E7

FIRE WATER STORAGE TANK SECTION

SCALE = 1 : 100A1

FOUNDATION PLAN - FIRE WATER STORAGE TANK

SCALE = 1 : 50A7

SECTION

SCALE: 1:100

0 2000 4000

L A

P T

Y P

C L A

S S

T/CONC

SLOPE

SPECIFIED

WATERSTOP, TYP

DRAINAGE PIPE

RE: PLUMBING FOR

ADDITIONAL

INFORMATION

SLAB ON GRADE RE: PLAN

15mm JOINT WITH FILLER

50mm LEAN

CONCRETE

600 3600 400

50mm MIN

-5100

-6475

D19 DOWELS @ 150mm

OC VERTICAL EACH FACE

D25 @ 250mm OC

HORIZONTAL EACH FACE

D19 HAIRPIN

@ 300mm OC 7

REINFORCED INTERIOR

WALL WITH D19 BARS @

300mm OC EACH FACE, EACH WAY

D19 DOWELS @ 300mm

OC EACH FACE, TYP @

INTERIOR WALL

D19 DOWELS @ 200mm

OC EACH FACE, TYP @

EXTERIOR WALL

LEVEL 01

L A

P T

Y P

C L A

S S

-5100

50mm LEAN

CONCRETE

SPECIFIED

WATERSTOP

T/CONC

15mm JOINT WITH FILLER

SLAB ON GRADE

RE: PLAN

D25 @ 250nn OC

TOP & BOTTOM

EACH WAY

SPECIFIED

WATERSTOP

LEVEL 01

L A

P T

Y P

C L A

S S

L A

P T

Y P

C L A

S S

T/CONC

SPECIFIED

WATERSTOP, TYP

DRAINAGE PIPE

RE: PLUMBING FOR

ADDITIONAL

INFORMATION

SLAB ON GRADE

RE: PLAN

15mm JOINT WITH

FILLER

PAVEMENT

RE: CIVIL

SPECIFIED WATERPROOF

COATING, TYP

50mm LEAN

CONCRETE

-5100

4500 300 4500 400

D19 DOWELS @ 300mm

OC EACH FACE, TYP

@ INTERIOR WALL

D25 @ 150mm OC

TOP & BOTTOM EACH WAY

D19 DOWELS @ 200mm OC

EACH WAY, TYP @

EXTERIOR WALL

D22 @ 250mm OC EACH

FACE, EACH WAY

REINFORCING INTERIOR WALL

WITH D19 BARS @ 300mm OC

EACH FACE, EACH WAY

D25 @ 250mm OC TOP &

BOTTOM EACH WAY

PRECAST WALL

INSTALL A CONT

WATERSTOP

WHERE THE

PRECAST SITS

ON TOP OF THE

TANK SLAB CONNECTION BY PRECAST

MANUFACTURE

WATERSTOP TYP

MIN

LIQUID APPLIED COATING

RE: ARCH

WATERPROOFING MEMBRANE

RE: ARCH

RIGID INSULATION BOARD

RE: ARCH

FREE-DRAINING GRADED

GRANULAR MATERIAL

BACKFILL MATERIAL (GRANULAR SOIL

OR LOW PLASTICITY COHESIVE SOILS.

RE: GENERAL NOTES FOR

COMPACTION REQUIREMENTS)

NATIVE UNDISTURBED SOIL

LEAN CONCRETE AROUND CORNER EDGE

FILTER FABRIC

150mm DIA PERFORATED DRAIN PIPE

RE: PLUMBING FOR ADDITIONAL INFORMATION

NON-GRADED FREE-DRAINING ENCAPSULATED MATERIAL

PREPARED

SUBGRADE

NOTE: REINFORCING NOT SHOWN FOR CLARITY.

50mm MIN

50mm LEAN

CONCRETE

D16 @ 300 ON CENTER,

EACH WAY, TOP & BOTTOM

12mm JOINT WITH

FILLER AND SEALANT

TYP AROUND PEDESTAL

TANK AND SADDLE BY

TANK MANUFACTURER

SLAB ON GRADE

RE: PLAN

D16 @ 300 ON CENTER,

EACH WAY, EACH FACE

100mm THICK

LEAN CONCRETE

SCALE: 1:50

0 500 1000 2000

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

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A M

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D A

T E

C O

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C T

N O

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U S

A R

M Y

C O

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S O

F E

N G

E R

C H

E C

K E

D B

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

N U

A R

FOR REVIEW ONLY

THESE DOCUMENTS ARE

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UNDER SUPERVISION OF:

NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

O S

C O

N T

R O

L P

R E

P H

A N

G A

P R

O J E

C T

N U

M B

E R

X E

K A

D E

N A

B A

S E

O K

W A

J A

P A

Japan District ®

J A

P A

N E

N G

E R

T R

W A

J A

P A

N T

B D

GRAPHIC SCALE

J A

C O

B S

G O

V E

R N

M E

N T

S E

R V

S C

O M

P A

N Y

M a in

S tr e e t

F o rt

W o rt h

T X

J E

CESAR R.VALLENILLA

TX 83559

MOD-7

As indicated

1/9/2025 5:07:27 PM

C:\Users\ortondp\Documents\LXEZ1076699-S-3D_dave60.rvt

V A

L L

E N

L A

O R

T O

S-402

S E

R N

E W

A T

E R

S T

O R

A G

E T

A N

K S

E C

N S

E T

S S

-4

PKG 2

L X

E Z

-S -4

SCALE = 1 : 50D8

SECTION

SCALE = 1 : 50D6

SECTION

SCALE = 1 : 50D1

FIRE WATER STORAGE TANK SECTION

SCALE = NTSA1

TYPICAL WALL PROTECTION DETAIL FOR WATER STORAGE TANK

SCALE = 1 : 50C6

SECTIONDRAFT

S-403

F1/S-403

12mm JOINT w/ FILLER

AND SEALANT

CONCRETE SLAB

EL: (VARIES) RE: PLAN

CONC BEAM

MASONRY INFILL

REFER TO ARCH

DRAWINGS

CONCRETE COLUMN

BEYOND REFER TO

(3) D16 TOP

AND BOTTOM

D13 @ 200 ON

CENTER

100 mm

THICK LEAN

CONCRETE

FINISH FLOOR

RE: PLAN

SLOPE

RE: ARCH

FINISHED GRADE

RE: CIVIL

RE: SCHEDULE

V A

S C

H E

R E

L A

RE: SCHEDULE FOR

REINFORCEMENT

D16 @ 300 OC

EACH FACE

D13 @ 250 OC

SLOPES

RE: ARCH

TYP

75 mm

D13 @ 250

(8) D22 VERTICAL

NOTES:

1. REFER TO A1/S-403 FOR INFORMATION NOT SHOWN.

2. TERMINATE ALL VERTICAL REINFORCEMENT WITH

STANDARD ACI 90 DEGREE HOOK TOP AND BOTTOM.

FINISH FLOOR

RE: PLAN

DOWEL BEYOND

STIRRUP BEYOND

CONCRETE SLAB

RE: PLAN

S-403 SLOPES

RE: ARCH

STD HOOK

TYP

BEAM

RE: A1/S-403

COLUMN

RE: F1/S-403

EXTEND CONT WALL REINF

THROUGH COLUMN

FOOTING

RE: A1/S-403

WALL REINF

RE: A1/S-403

20200

4275 4050 3550 4050 4275

S-403

CJ (TYP)

C J

T Y

200mm THICK CONCRETE

SLAB REINFORCED WITH

D16 @ 300mm ON

CENTER EACH WAY

MECHANICAL UNIT RE: MECHANICAL TYP

RE: C3/S-501 FOR ADDITIONAL INFORMATION

T/FTG = -500

225 3100 225

C F

-4

C F

-4

CF-4

NOTE: RE: CIVIL DRAWINGS FOR MECHANICAL YARD LOCATION AND ORIENTATION.

150mm THICK CONCRETE

HOUSEKEEPING PAD

RE: ELECTRICAL

400mm THICK CONCRETE

GENERATOR PAD WITH

INSULATION JOINT

RE: ELECTRICAL

1430 2300

S-403SLAB OPENING FOR ACCESS MAN

HOLE RE: ELECT A1/E-403 FOR LOCATION

& ADDITIONAL INFORMATION

SLOPE DOWN

T/CONC EL = 0

T/CONC EL = -70

T/CONC EL = 0

T/CONC EL = -70

S-402

9500 2350

TYP

850 300 TYP

2900 1045 1060

S-514

S L O

P E

S L O

P E

S L O

P E

SLOPE

S L O

P E

CONCRETE SLOPE

BUILT-UP FOR

CRICKETS TYP

150mm THICK CONCRETE

HOUSEKEEPING PAD RE: ELECTRICAL

SLOPE

S L O

P E

S L O

P E

T/CONC

RE: PLAN

R E

L A

MECHANICAL YARD

SLAB RE: PLAN

PREPARED SUBGRADE

12mm INSULATION

JOINT RE: ELECTRICAL

REINFORCING D13 @ 300mm OC, EACH WAY, TOP & BOTTOM

RE: PLAN

225 2225 450 2225 225

(2) BOLLARD

RE: ARCH

S L O

P E

D O

W N

200mm THICK CONCRETE SLAB WITH D13 @ 300mm

ON CENTER EACH WAY

NOTE: RE: CIVIL FOR LOCATION AND ORIENTATION

CF-9

C F

-9

C F

-9

T/FTG = -600

T /F

T G

T /F

T G

S-403 D1

S-403

-370

-390

-370

T/CONC EL: T/CONC EL:

T/CONC EL:

SCALE: 1:50

0 500 1000 2000

PLAN

NORTH

TRUE N

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

N U

A R

FOR REVIEW ONLY

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

O S

C O

N T

R O

L P

R E

P H

A N

G A

P R

O J E

C T

N U

M B

E R

X E

K A

D E

N A

B A

S E

O K

W A

J A

P A

Japan District ®

J A

P A

N E

N G

E R

T R

W A

J A

P A

N T

B D

GRAPHIC SCALE

J A

C O

B S

G O

V E

R N

M E

N T

S E

R V

S C

O M

P A

N Y

M a in

S tr e e t

F o rt

W o rt h

T X

J E

CESAR R.VALLENILLA

TX 83559

MOD-7

As indicated

1/9/2025 5:07:29 PM

C:\Users\ortondp\Documents\LXEZ1076699-S-3D_dave60.rvt

V A

L L

E N

L A

O R

T O

S-403

S E

R N

E N

L A

R G

E D

P L

A N

E C

H A

A L

Y A

R D

S S

-4

PKG 2

L X

E Z

-S -4

SCALE = 1 : 20A1

MECHANICAL YARD SECTION

SCALE = 1 : 10F1

DETAIL

SCALE = 1 : 20D1

SECTION

SCALE = 1 : 20A4

SECTION

SCALE = 1 : 100A6

FOUNDATION PLAN MECHANICAL YARD

SCALE = 1 : 20F4

GENERATOR PAD SECTION

SCALE = 1 : 50C4

FOUNDATION PLAN

DUMPSTER ENCLOSURE

SCALE: 1:20

12 13 14 15 16 17

C C

D D

F10

S-301

D10

S-542

5930 4295 10375 5170 5930

9675 2465 17860

2950 10410

T/CONC EL:

2000 3535

T/CONC EL:

EQUALLY SPACED

TYP

S-532

S-542E1

S-542

TYP

S-542

TYP

F.1

14.6 15.2

236 236 236

103103

TYP

SCALE: 1:150

0 3000 6000

PLAN

NORTH

TRUE N

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

N U

A R

FOR REVIEW ONLY

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

O S

C O

N T

R O

L P

R E

P H

A N

G A

P R

O J E

C T

N U

M B

E R

X E

K A

D E

N A

B A

S E

O K

W A

J A

P A

Japan District ®

J A

P A

N E

N G

E R

T R

W A

J A

P A

N T

B D

GRAPHIC SCALE

J A

C O

B S

G O

V E

R N

M E

N T

S E

R V

S C

O M

P A

N Y

M a in

S tr e e t

F o rt

W o rt h

T X

J E

CESAR R.VALLENILLA

TX 83559

MOD-7

1 : 1501/9/2025 5:07:34 PM

C:\Users\ortondp\Documents\LXEZ1076699-S-3D_dave60.rvt

V A

L L

E N

L A

O R

T O

S-404

S E

R N

E N

L A

R G

E D

P L

A N

O W

R O

O F

F R

A M

P L

A N

S S

-4

PKG 2

L X

E Z

-S -4

SCALE = 1 : 150A1

INTERIOR LOW ROOF FRAMING PLAN

KEYNOTES

103 200mm THICK PRECAST CONCRETE WALL

104 600mm x 600mm PRECAST CONCRETE COLUMN

144 MONORAIL RE: ARCH FOR LOCATION AND ADDITIONAL

INFORMATION. MONORAIL SUPPORT BY MONORAIL

MANUFACTURER.

210 100mm THICK CONCRETE OVER PRECAST HOLLOW

CORE PLANKS

225 150mm THICK HOLLOW CORE PRECAST PLANK

226 250mm THICK HOLLOW CORE PRECAST PLANK

236 300x350 PRECAST CONCRETE BEAM

SHEET NOTES

A. CONTRACTOR TO COORDINATE LOADING OF THE 0.45

METRIC TON MONORAIL HOIST SUPPORTED BY THE

PRECAST HOLLOW CORE PLANKS. REFER TO

ARCHITECT DRAWINGS FOR LOCATION

B. PROVIDE JAMB AND LINTEL REINFORCING PER TYPICAL

MASONRY DETAILS.

C. MASONRY WALLS SHALL BE REINFORCED WITH D16

BARS RE: KEYNOTES

SCALE =B6

ISOMETRIC - INTERIOR LOW ROOFING FRAMING

400 6550 300 6550 400

14200

S-405

NOTE: RE: CIVIL FOR LOCATION AND ORIENTATION

S-406

PROVIDE ADDITIONAL D22 X 2000mm BARS AT 250 mm OC HORIZONTALLY ON OUTSIDE FACE OF WALL.

CENTER REINF ON INTERIOR WALL, TYP EACH SIDE

T/FTG EL:

-6750

400 5000 400

V A

T/GRADE EL:

L A

P T

Y P

C L A

S S

SPECIFIED

WATERSTOP, TYP

SPECIFIED WATERPROOF

COATING, TYP

T/CONC EL:

-1150

T/CONC EL:

-6750

PREPARED SUBGRADE

RE: CIVIL

50mm LEAN CONCRETE

400mm DIA OPENING

FOR INFLOW PIPE LIQUID APPLIED COATING

RE: ARCH

MANWAY ACCESS

RE: CIVIL FOR ADDITIONAL

INFORMATION

L d h

D25 @ 250mm OC TOP &

BOTTOM EACH WAY

HOOKED DEVELOPMENT

LENGTH RE: E3/S-501

D19 DOWELS @

150mm OC EACH FACE

D22 @ 250mm OC

EACH FACE VERTICAL

D25 @ 250mm OC

TOP & BOTTOM EACH WAY

D22 @ 250mm OC EACH

FACE HORIZONTAL

PROVIDE ADDITIONAL

HORIZONTAL REINF AT

INTERIOR WALL PER

E1/S-405

CONCRETE MANHOLE

ACCESS

T Y

400 6550 300 6550 400

14200

INFLOW

PIPE

OPENING

915 700

S-406

S-405

ACCESS HATCH

RE: C5/S-406

S-405

400400 6550 300 6550 400400

TOP OF SLAB

FIN GRADE

CAST IN PLACE

CONCRETE ROOF SLAB

TRAFFIC RATED ACCESS

HATCH TYP RE: C7/S-406

REINFORCING AT PIPE

PENETRATION RE: A6/S-501

SS LADDER TYP

RE: ARCHITECTURAL FOR

ADDITIONAL INFORMATION

CONCRETE MAT

FOOTING

T Y

WATERPROOFING

COATING TYP

TYP

RE: A1/S-405 FOR ADDITIONAL INFORMATION

FINISH GRADE ELEVATION

VARIES RE: CIVIL

SCALE: 1:50

0 500 1000 2000

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

N U

A R

FOR REVIEW ONLY

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

O S

C O

N T

R O

L P

R E

P H

A N

G A

P R

O J E

C T

N U

M B

E R

X E

K A

D E

N A

B A

S E

O K

W A

J A

P A

Japan District ®

J A

P A

N E

N G

E R

T R

W A

J A

P A

N T

B D

GRAPHIC SCALE

J A

C O

B S

G O

V E

R N

M E

N T

S E

R V

S C

O M

P A

N Y

M a in

S tr e e t

F o rt

W o rt h

T X

J E

CESAR R.VALLENILLA

TX 83559

MOD-7

1 : 501/9/2025 5:07:35 PM

C:\Users\ortondp\Documents\LXEZ1076699-S-3D_dave60.rvt

V A

L L

E N

L A

O R

T O

S-405

S E

R N

E N

L A

R G

E D

P L

A N

A S

T E

W A

T E

R T

A N

S S

-4

PKG 2

L X

E Z

-S -4

SCALE = 1 : 50E1

INDUSTRIAL WASTE HOLDING TANK FOUNDATION PLAN

SCALE = 1 : 50A1

SECTION

SCALE = 1 : 50E6

INDUSTRIAL WASTE HOLDING TANK TOP LID

SCALE = 1 : 50A5

RE: PLAN

D13 @ 300mm OC EACH

WAY, TOP & BOTTOM

0 FINISHED GRADE

RE: CIVIL

FUEL TANK

RE: CIVIL

S-406

NOTE: RE: CIVIL FOR LOCATION AND ORIENTATION

R E

-4

V A

TYP

T Y

A P

HATCH PER MANUF)

915 MIN (ACCESS 200

75 TYP

PRE-ENGINEERED

FLUSH MOUNT

DRAINAGE FRAME

FINISH GRADE

D16 VERTICAL @ 250 OC

D16 HORIZONTAL CONT @ 200 OC

WATERPROOFING TYP

D16 DOWEL MATCHED

TO EACH VERTICAL BAR

CAST IN PLACE

CONCRETE

ROOF SLAB

CAST IN PLACE

CONCRETE WALL

FINISH GRADE

WATERPROOF COATING

50mm DIA SS LADDER

SIDE RAIL PIPE TYP

ADDITIONAL BARS

@ OPENING

75 TYP

SECTION A

200mm THICK CONCRETE

ACCESS SHAFT

FLUSH MOUNT

DRAINAGE FRAME

KEYWAY TYP

T Y

WATERSTOP

CONCRETE

ACCESS SHAFT

ACCESS LADDER

PRE-FAB ACCESS HATCH

WITH DRAINAGE

CHANNEL FRAME

STEEL DIAMOND

PATTERN PLATE COVER

FINISH GRADE

40 CLR 75 TYP

HOOK SLAB

REINFORCING

OVER TRIMMER

BARS

OPENING OVER

200 IN EITHER

DIRECTION

(2) D16 x 1200 @

EACH CORNER TYP

40 C

OPENING

TRIMMER BARS: REPLACE SLABS INTERRUPTED BY

OPENING 1/2 EACH SIDE, EXTENDING FROM SUPPORT TO

SUPPORT, EXCEPT NOT LESS THAN (1) D16 TOP AND

BOTTOM (EXTEND 800 MIN BEYOND EDGE OF OPENINGS.)

WALL OPENING

2000 1500

W A

L L O

P E

RE: B1/S-405 FOR ADDITIONAL INFORMATION

ADDITIONAL REINFORCING

AROUND OPENING

RE: A4/S-502

REINFORCEMENT INTERIOR

WALL WITH D19 BARS @

300mm OC EACH FACE, EACH WAY

DOWELS TO MATCH

VERTICAL

REINFORCEMENT TYP

SCALE: 1:50

0 500 1000 2000

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

N U

A R

FOR REVIEW ONLY

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

O S

C O

N T

R O

L P

R E

P H

A N

G A

P R

O J E

C T

N U

M B

E R

X E

K A

D E

N A

B A

S E

O K

W A

J A

P A

Japan District ®

J A

P A

N E

N G

E R

T R

W A

J A

P A

N T

B D

GRAPHIC SCALE

J A

C O

B S

G O

V E

R N

M E

N T

S E

R V

S C

O M

P A

N Y

M a in

S tr e e t

F o rt

W o rt h

T X

J E

CESAR R.VALLENILLA

TX 83559

MOD-7

As indicated

1/9/2025 5:07:36 PM

C:\Users\ortondp\Documents\LXEZ1076699-S-3D_dave60.rvt

V A

L L

E N

L A

O R

T O

S-406

S E

R N

E N

L A

R G

E D

P L

A N

S S

-4

PKG 2

L X

E Z

-S -4

SCALE = 1 : 20E4

SECTION

SCALE = 1 : 20E1

FUEL TANK - CONCRETE PAD

SCALE = 1 : 20C5

SECTION

SCALE = 1 : 20C7

SECTION

SCALE = 1 : 20A1

TYP REINFORCING AT

SLAB OR WALL OPENING

SCALE: 1:20

0 200 400 800

SCALE = 1 : 50E7

WALL SECTION

S-407

200x200x12 TUBE

TYP

200x200x12 TUBE

(4) PLACES

40mm FIBERGLASS

GRATING RE: ARCH

ACCESS LADDER

RE: ARCH TYP

EDGE OF

HIGH ROOF

S-407

SQ (TYP)

600 1000 x x T

U B

150x150x12 TUBE

L150x150x12x 100mmLONG

40mm METAL BAR

GRATING RE: ARCH

T/STEEL = 9510

HANDRAILS RE: ARCH

FIBERGLASS GRATING

RE: ARCH

COLUMN BEYOND

RE: PLAN

200mm CONCRETE CURB

CONCRETE CURB

PRECAST WALL PANEL

S-407

L150x150x12 CONNECTED

TO PRECAST PANEL WITH

(6) 19 DIA ANCHOR BOLTS

DRILLED AND SET IN

EPOXY. MIN EMBED 75

50x75x6 TUBE

CENTER WITH BEAM

150x200x12 EMBED PLATE WITH (4) 19mm

STUDS, 100 LENGTH

METAL BAR GRATING

RE: ARCH

200x200 TUBE TYP

RE PLAN

FIBERGLASS BAR GRATING

RE: PLAN

HANDRAIL RE: ARCH

T/CONC EL = 8555

T/CONC EL = 8440

T Y

120x220x12 PLATE WITH TWO 16 DIA

ANCHOR BOLTS DRILLED AND SET

IN EPOXY INTO PRECAST PANEL.

MINIMUM EMBED 100 mm

L100x100x6

VIEW AA

TYP

THIS ANGLE IS IN BETWEEN TUBES

TYP

ACCESS LADDER RE: ARCH

T/STEEL = 9510

(3) D13 EACH WAY BEND

BARS INTO TOPPING SLAB

TYP

PRECAST CONCRETE WALL

RE: PLAN

300 RE: PLAN 300

TYP

50 TYP

400x400x12mm

EMBED PLATE WITH

(4) 19mm HEADED STUDS, 180mm LONG

CONCRETE

PEDESTAL

TYP

SCALE: 1:50

0 500 1000 2000

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

N U

A R

FOR REVIEW ONLY

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

O S

C O

N T

R O

L P

R E

P H

A N

G A

P R

O J E

C T

N U

M B

E R

X E

K A

D E

N A

B A

S E

O K

W A

J A

P A

Japan District ®

J A

P A

N E

N G

E R

T R

W A

J A

P A

N T

B D

GRAPHIC SCALE

J A

C O

B S

G O

V E

R N

M E

N T

S E

R V

S C

O M

P A

N Y

M a in

S tr e e t

F o rt

W o rt h

T X

J E

CESAR R.VALLENILLA

TX 83559

MOD-7

As indicated

1/9/2025 5:07:38 PM

C:\Users\ortondp\Documents\LXEZ1076699-S-3D_dave60.rvt

V A

L L

E N

L A

O R

T O

S-407

S E

R N

E N

L A

R G

E D

P L

A N

C C

E S

S F

R A

G P

L A

T F

O R

S S

-4

PKG 2

L X

E Z

-S -4

SCALE = 1 : 50E1

ENLARGED PLAN - ACCESS FRAMNG PLATFORM

SCALE =E4

OUTSIDE ACCESS PLATFORM

SCALE =E8

INSIDE ACCESS PLATFORM

SCALE = 1 : 20A1

SECTION

SCALE = 1 : 20A6

FRAMING ELEVATION

SCALE = 1 : 20C1

SECTION

SCALE: 1:20

22 23

1380 2240 2140 750 2845 2290 1375 750

2550 2290 1670 500 1160 2260 2135 455

S-408

TYP

S-408

TYP

EXHAUST STACK

RE: MECH

TYPICAL GUY WIRE

H200x200x8x12 H200x200x8x12

H200x200x8x12H200x200x8x12

PURLIN RE: PLAN, TYP

TRUSS TOP CHORD

RE: PLAN/ELEVATION

TRUSS WEB

RE: ELEVATION

F R

O M

H E

S T

P O

O F

R O

O F

(2) 19mm BOLTS TO TIE CLAMP TO STACK

12mm STAINLESS STEEL GUY WIRE.

CONTRACTOR TO ADJUST TO

PROVIDE A BALANCED SUPPORT

150x12 CLAMP PLATE

200x200x10 TUBE

12mm PLATE

12mm THICK CAP PLATE

WELDED TO TUBE

EXHAUST STACK RE: MECH

(STACK ATTACHMENT TO

STRUCTURAL STEEL BY

FAMING INSTALLER)

WIRE TURN BUCKLE

RE: ARCH FOR FLASHING

RE: PLAN

(4) M20 BOLTS WITH OVERSIZED

HOLES FOR FIELD ADJUSTMENTS

RE: MECHANICAL DRAWINGS FOR STACK

ATTACHMENT TO SUPPORTING BEAM

H200x200 RE: PLANPURLINS RE: PLAN

SCALE: 1:50

0 500 1000 2000

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

N U

A R

FOR REVIEW ONLY

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

O S

C O

N T

R O

L P

R E

P H

A N

G A

P R

O J E

C T

N U

M B

E R

X E

K A

D E

N A

B A

S E

O K

W A

J A

P A

Japan District ®

J A

P A

N E

N G

E R

T R

W A

J A

P A

N T

B D

GRAPHIC SCALE

J A

C O

B S

G O

V E

R N

M E

N T

S E

R V

S C

O M

P A

N Y

M a in

S tr e e t

F o rt

W o rt h

T X

J E

CESAR R.VALLENILLA

TX 83559

MOD-7

As indicated

1/9/2025 5:07:39 PM

C:\Users\ortondp\Documents\LXEZ1076699-S-3D_dave60.rvt

V A

L L

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L A

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S-408

S E

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L O

C A

N P

L A

S S

-4

PKG 2

L X

E Z

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SCALE = 1 : 50D1

GUY WIRE MOUNTING PLAN

SCALE = 1 : 10A1

GUY WIRE MOUNTING DETAIL

SCALE: 1:10

0 100 200 400

175x175x12 TUBE

200x150x6 TUBE

225x175x6 TUBE x x T

U B

E x x T

U B

175x175x12 TUBE

150x150x6 TUBE

T Y

TYP

54 106 9

S-409

6490 6490 3245 6490 3245 6490 6490

175x175x12 TUBE175x175x12 TUBE175x175x12 TUBE175x175x12 TUBE175x175x12 TUBE175x175x12 TUBE x x T

U B

E x x T

U B

E x x T

U B

E x x T

U B

E x x T

U B

E x x T

U B

E x x T

U B

E x x T

U B

E x x T

U B

E x x T

U B

E x x T

U B

TYP

4630 1860 3245 3245 3245 3245 3245 3245 3245 3245 1860 4630

BOTTOM CHORD

6.5 7

S-409 175x175x12 TUBE

150x150x6 TUBE x x T

U B

CRUCIFORM RE: SCHEDULE

2670 890 3245 x x T

U B

22870

T/STEEL =

RE: PLAN

BOTTOM CHORD

OF TRUSS

18865

S-545

TYP

S-545

TYP

S-545

SIM

SCALE: 1:100

0 2000 4000

PLAN

NORTH

TRUE N

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

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A M

U E

D A

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C O

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C H

E C

K E

D B

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

N U

A R

FOR REVIEW ONLY

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

O S

C O

N T

R O

L P

R E

P H

A N

G A

P R

O J E

C T

N U

M B

E R

X E

K A

D E

N A

B A

S E

O K

W A

J A

P A

Japan District ®

J A

P A

N E

N G

E R

T R

W A

J A

P A

N T

B D

GRAPHIC SCALE

J A

C O

B S

G O

V E

R N

M E

N T

S E

R V

S C

O M

P A

N Y

M a in

S tr e e t

F o rt

W o rt h

T X

J E

CESAR R.VALLENILLA

TX 83559

MOD-7

As indicated

1/9/2025 5:07:42 PM

C:\Users\ortondp\Documents\LXEZ1076699-S-3D_dave60.rvt

V A

L L

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P L

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-4

PKG 2

L X

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-S -4

SCALE: 1:20

0 200 400 800

SCALE =A1

ISOMETRIC VIEW

SCALE = 1 : 100F1

BOOTH ROOF SUPPORT FRAMING PLAN

SCALE = 1 : 25D8

S-410

1000 2850 1000

600x600 CONCRETE

COLUMN TYP

200mm SLAB ON GRADE

REINFORCED WITH D13 @

350 OC EACH WAY

S-521C U

R B

TOP OF FOOTING

ELEVATION = -650

S-410

S-410 200 200200 200

OF BEAM

LEVEL 01

25 TYP

JOINT

100 EXP

100100200

SQUARE

400x400 CONCRETE COLUMN TYP

600x600 CONCRETE COLUMN TYP

CONCRETE CAP TYP

OUTSIDE FACE OF PRECAST

CONRETE WALL

RE: CIVIL

(2) D19 TYP

D13 @ 150 OC TYP

(5) D16 TOP

& BOTTOM TYP

D13 @ 350 OC DOWEL

(2) D13 CONT

EDGE OF FOOTING BEYOND

EXTEND BARS 700mm INTO FOOTING

D13 DOWEL x 600mm

LONG @ 350 OC

PRECAST CONCRETE

WALL RE: PLAN

50mm LEAN

CONCTETE

LEVEL 01

TYP

B/CONC EL = 735

T/CONC EL = 860

T/CONC EL = 2500

T/CONC EL = 3100

DOWELS TO MATCH

VERTICAL REINFORCEMENT

D19 @ 400 OC EACH WAY TOP AND BOTTOM

D13 @ 300 OC

EACH WAY

D13 DOWELS

@ 350 OC

T/CONC EL = 2900

S-410

50mm LEAN

CONCTETE

(8) D25 VERTICAL

D13 @ 300 OC

(8) D25 VERTICAL

D13 @ 300 OC

SCALE: 1:50

0 500 1000 2000

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

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M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

N U

A R

FOR REVIEW ONLY

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

O S

C O

N T

R O

L P

R E

P H

A N

G A

P R

O J E

C T

N U

M B

E R

X E

K A

D E

N A

B A

S E

O K

W A

J A

P A

Japan District ®

J A

P A

N E

N G

E R

T R

W A

J A

P A

N T

B D

GRAPHIC SCALE

J A

C O

B S

G O

V E

R N

M E

N T

S E

R V

S C

O M

P A

N Y

M a in

S tr e e t

F o rt

W o rt h

T X

J E

CESAR R.VALLENILLA

TX 83559

MOD-7

As indicated

1/9/2025 5:07:43 PM

C:\Users\ortondp\Documents\LXEZ1076699-S-3D_dave60.rvt

V A

L L

E N

L A

O R

T O

S-410

S E

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L A

R G

E D

P L

A N

E N

T R

S S

-4

PKG 2

L X

E Z

-S -4

SCALE = 1 : 50E1

ENLARGED FOUNDATION PLAN

SCALE = 1 : 50E4

ENLARGED ROOF FRAMING PLAN

SCALE = 1 : 20A1

SECTION

SCALE = 1 : 20A6

SECTION

SCALE = 1 : 10E7

SECTION

SCALE = 1 : 10E9

SECTION

SCALE: 1:20

0 200 400 800

SCALE: 1:10

0 100 200 400

S-411

1205 1925 RE: MECH

RE: PLAN

H294x200x8x12

C x x .5 x

C200x80x7.5x11

C x x .5 x

NOTE: CONTRACTOR TO VERIFY FINAL SUPPORTING BEAM LOCATIONS WITH FAN DIMENSIONS.

PRECAST CONCRETE PANELS

RE: ARCH

C200x80x7.5x11 T/STEEL = 6570T/STEEL = 6620

T/STEEL = 4570

0x x7 .5 x1

PAINT BOOTH GIRT 300x400x12 PLATE

(2) M20 DIA BOLTS

300x200x12 PLATE

(2) M20 DIA BOLTS

RE: MECHANICAL FOR

ADDITIONAL INFORMATION

L200x200x12x300 LONG TYP

WITH (2) M20 BOLTS TYP

6mm THICK CONNECTION

PLATE WITH (2) M20

BOLTS

PRECAST

CONCRETE PANELS

RE: ARCHITECT

SCALE: 1:20

0 200 400 800

SHEET ID

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

E N

A M

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

U S

A R

M Y

C O

R P

S O

F E

N G

E R

C H

E C

K E

D B

D R

A W

C O

D E

PLOT SCALE:PLOT DATE:

1 2 3 4 5 6 7 8 9 10

PLOTTED BY:

FILE PATH:

J A

N U

A R

FOR REVIEW ONLY

THESE DOCUMENTS ARE

FOR CONCEPT DESIGN AND

NOT INTENDED FOR

CONSTRUCTION BIDDING OR

PERMIT PURPOSES. THEY

WERE PREPARED BY, OR

UNDER SUPERVISION OF:

NAME

REGISTRATION # DATE

V -1

-D

-0

G U

E R

R A

TEXAS REGISTERED

ENGINEERING FIRM F-2966

D A

T E

D E

S C

N M

A R

US Army Corps of Engineers

T H

E A

T E

R A

F T

C O

R R

O S

C O

N T

R O

L P

R E

P H

A N

G A

P R

O J E

C T

N U

M B

E R

X E

K A

D E

N A

B A

S E

O K

W A

J A

P A

Japan District ®

J A

P A

N E

N G

E R

T R

W A

J A

P A

N T

B D

GRAPHIC SCALE

J A

C O

B S

G O

V E

R N

M E

N T

S E

R V

S C

O M

P A

N Y

M a in

S tr e e t

F o rt

W o rt h

T X

J E

CESAR R.VALLENILLA

TX 83559

MOD-7

1 : 201/9/2025 5:07:44 PM

C:\Users\ortondp\Documents\LXEZ1076699-S-3D_dave60.rvt

V A

L L

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L A

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T O

S-411

S E

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L A

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E D

P L

A N

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H A

A L

S U

P P

O R

T F

R A

G A

N D

D E

T A

S S

-4

PKG 2

L X

E Z

-S -4

SCALE = 1 : 20C1

TYPICAL MECHANICAL FRAMING SUPPORT PLAN

SCALE = 1 : 20C7

SECTIONDRAFT

f'c=21 MPa f'c=30 MPa f'c=35 MPa

'Lc' COMPRESSION DEVELOPMENT LENGTH (GRADE 345 MPa UNCOATED BARS (NOTE 1) -

NORMAL WEIGHT CONCRETE - GENERAL USE)

BAR SIZE

NOTE:

1. TABLE MAY BE USED FOR REINFORCING BARS WITH SPECIFIED

Fy ≤ 345 MPa.

D35

D22

D25

D29

D32

D13

D16

D19

270 mm

340 mm

410 mm

470 mm

540 mm

600 mm

670 mm

230 mm

380 mm

340 mm

390 mm

450 mm

510 mm

560 mm

740 mm 620 mm f'c=27 MPa

230 mm

280 mm

340 mm

400 mm

460 mm

500 mm

560 mm

620 mm

210 mm

250 mm

300 mm

350 mm

390 mm

440 mm

500 mm

550 mm

D10 270 mm 230 mm230 mm m m

m m

PRINCIPAL REINFORCING

TIE OR STIRRUP

90° HOOK

SEISMIC STIRRUP/TIE

MAX OFFSET BEND

180° HOOK

NOTES:

1. BENDS SHALL BE MADE COLD.

2. BARS GREATER THAN D35 SHALL BE BEND-TESTED AND APPROVED

PRIOR TO BENDING.

D13 80 mm

95 mm D16

MIN

60 mm D10

BAR

DIA

D dd d

4d OR 65 mm MIN

D d

O R d6d O

R d

D19 115 mm

135 mm D22

D25 150 mm

240 mm D29

D32 275 mm

305 mm D35

DRAWINGS

RE: EQUIPMENT

20 mm CHAMFER

CONCRETE

SLAB OR PAVEMENT

ROUGHEN SURFACE TO MINIMUM

6mm AMPLITUDE AND APPLY A

BONDING AGENT PRIOR TO

PLACING PAD

D13 x CONT AT PERIMETER w/ D13 AT EACH EXTERIOR CORNER AND (1)D13x1200

DIAGONAL AT INTERIOR

CORNERS 600

D13 @ 300 mm OC

300 D10x @ 300 mm

OC BENT BAR

NOTES:

1. REFERENCE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR REQUIRED

PAD LOCATIONS.

2. CONFIRM REQUIRED SIZE AND THICKNESS OF ALL HOUSEKEEPING PADS WITH

EQUIPMENT MANUFACTURERS PRIOR TO PLACEMENT OF CONCRETE. PROVIDE

PADS AS REQUIRED, WHETHER SHOWN ON STRUCTURAL DRAWINGS OR NOT.

3. WHERE REQUIRED, COORDINATE HOUSEKEEPING PAD WITH WORK OF OTHER

TRADES SO PENETRATIONS ARE PLACED BEFORE CONCRETE IS POURED.

4. ALTERNATE DOWEL INSTALLATION: DRILL AND SET DOWELS WITH SPECIFIED

EPOXY SYSTEM.

5. T INDICATES PAD THICKNESS. MINIMUM THICKNESS 150mm.

150 150

75 TYP

R E

O T

L R

EA LEG (TYP)

48 BAR DIA

E A

L E

T Y

B A

R D

CORNER BARS EACH FACE

TO MATCH SMALL BAR AT

INTERSECTION

CORNER BARS

CORNER BAR

DETAILED REINFORCING.

STOP 50 mm SHORT OF

FORM (TYP)

CORNER BARS

EA FACE TO

MATCH BARS IN

DISCONTINUOUS

MEMBER

PLAN

NOTE:

1. PROVIDE CORNER BARS TO MATCH SIZE AND LOCATION

OF ALL HORIZONTAL BARS EXCEPT HOOKED TOP AND

BOTTOM BARS. TYP

TYP

(2) D13x1200

TYP TYP

FOUNDATION

LIMITS

OF SLAB

PLAN AT REENTRANT CORNERS

PLAN AT DISCONTINUOUS JOINT

DISCONTINUOUS JOINT SAW JOINT

T Y

(2) D13x1200

TYP

CONSTRUCTION

OR SAW JOINT

NOTE:

1. PLACE ADDITIONAL SLAB REINFORCEMENT AT 50 mm

CLEAR FROM TOP OF SLAB.

LOCATE IN MIDDLE-THIRD

OF BEAM SPAN

(2) D13 x 1200 TOP AND

BOTTOM OF SLEEVE

SCHED OR DETAILED

GRADE BEAM REINF

GALV PIPE SLEEVE OR

15 mm COMPRESSIBLE FILLER

RE: MECH OR CIVIL

ADDL BEAM STIRRUP

EA SIDE OF SLEEVE

ELEVATION

NOTES:

1. PROVIDE 300 mm MIN CLEAR SPACING BETWEEN MULTIPLE SLEEVES

2. PIPE AND CONDUIT NOT PERMITTED IN BEAM PARALLEL TO SPAN.

IN D

P T

H M

A X

B E

A M

f'c=30 MPaf'c=21 MPa

Ldh Ldh Ldh f'c=27 MPa

'Ldh' TENSION DEVELOPMENT (EMBEDMENT)

LENGTH FOR STANDARD END HOOKS

(GRADE 345 MPa (NOTE 1) BARS - NORMAL

WEIGHT CONCRETE - GENERAL USE)

COVER

BAR

SIZE

STANDARD 90 HOOK

SIDE COVER ≥ 65 mm

STANDARD 180 HOOK

SIDE COVER ≥ 65 mm

D10

D35

D22

D25

D29

D32

D13

D16

D19

NOTE:

1. TABLE MAY BE USED FOR REINFORCING BARS w/ SPECIFIED Fy ≤ 345 MPa.

200 mm

270 mm

340 mm

410 mm

470 mm

540 mm

600 mm

670 mm

175 mm

230 mm

280 mm

340 mm

400 mm

460 mm

500 mm

560 mm

170 mm

230 mm

280 mm

340 mm

390 mm

450 mm

510 mm

560 mm f'c=35 MPa

Ldh

740 mm 620 mm 620 mm

Ldh 50 mm MIN

COVER

.Ldh .50 mm MIN

160 mm

190 mm

230 mm

280 mm

330 mm

370 mm

420 mm

470 mm

520 mm

NOTES:

1. 'TOP' BARS ARE HORIZONTAL REBARS WITH MORE THAN 300 MM OF

FRESH CONCRETE CAST BELOW THE BARS AT THE DEVELOPMENT

LENGTH.

2. TABLE MAY BE USED FOR REINFORCING BARS w/ SPECIFIED Fy ≤ 345 MPa.

Ld BOT (mm)

Ld TOP (mm)

'Ld' TENSION DEVELOPMENT LENGTH

FOR BEAM, SLAB, AND WALL REBARS

(GRADE 345 MPa (NOTE 2) UNCOATED

BARS - NORMAL WEIGHT CONCRETE)

D10

D35

D22

D25

D29

D32

D13

D16

D19

BAR

SIZE

f'c=27 MPaf'c=21 MPa f'c=30 MPa f'c=35 MPa

2330 1800 1950 1500 1950 1500

Ld BOT (mm)

Ld TOP (mm)

Ld BOT (mm)

Ld TOP (mm)

Ld BOT (mm)

Ld TOP (mm)

D10

NOTE:

1. FOR CLASS 'A' SPLICE (PERMITTED ONLY WHEN NOT MORE THAN HALF THE

BARS SPLICED AND SPLICES STAGGERED BY THE DISTANCE OF SPLICE

LENGTH), USE SAME AS 'ld' = TENSION DEVELOPMENT LENGTH TABLE.

2. TABLE MAY BE USED FOR REINFORCING BARS w/ SPECIFIED Fy ≤ 345 MPa.

D35

D22

D25

D29

D32

D13

D16

D19 f'c=27 MPa

BOT

(mm) f'c=21 MPa

TOP

(mm) f'c=30 MPa

'Ls' TENSION LAP SPLICES - CLASS B

(GRADE 345 MPa (NOTE 2) UNCOATED

BARS - NORMAL WEIGHT CONCRETE)

BAR

SIZE

f'c=35 MPa

3030 2330 2630 2020 2540 1950

BOT

(mm)

TOP

(mm)

BOT

(mm)

TOP

(mm)

BOT

(mm)

TOP

(mm)

REINFORCING TO

BE CONTINUOUS

THROUGH JOINT

INTERMITTENT 300

mm LONG SHEAR

KEY @

600 mm IF JOINT IS

ABOVE GRADE

CONTINUOUS KEY AND

WATERSTOP IF JOINT IS

BELOW GRADE

RE: SPECIFICATIONS

VERTICAL OR HORIZONTAL CONSTRUCTION JOINT IN WALLS

NOTE:

1. VERTICAL WALL REINFORCEMENT MUST BE PLACED OUTSIDE HORIZONTAL

WALL REINFORCEMENT UNLESS SPECIFICALLY DETAILED OTHERWISE.

2. "T" INDICATES WALL THICKNESS.

3. VERTICAL CONSTRUCTION JOINT SPACING NOT TO EXCEED 12 m.

T/3 T/3 T/3

PLANS & ELEVATIONS

"T" REFER TO

BARS INTERRUPTED

BY OPENING

(2) D16x1200

EACH FACE

1/2 NUMBERS OF BARS

INTERRUPTED BY OPENING

PLUS ONE. TYPICAL ON

EACH FACE OF OPENING2000mm MAX (UON)

BARS INTERRUPTED

BY OPENING

(2) D16x1200

EACH CORNER

(UON)

2000mm MAX

NOTE: CLEAR EDGE TO EDGE DISTANCE SHALL BE 200 mm FOR MULTIPLE OPENINGS OR AS REQUIRED TO PROVIDE MIN NUMBER OF BARS & SPACING INDICATED.

EXTEND ADDITIONAL VERTICAL BARS FULL LENGTH OF WALL SPAN. EXTEND

ADDITIONAL SLAB BARS IN DIRECTION OF SLAB SPAN FULL LENGTH OF SLAB

SPAN FOR ELEVATED SLABS

SLAB/WALL

SPAN

DIRECTION

(2) D16 EACH FACE

TYPICAL ON EACH

FACE OF OPENING

(2) D16 EACH

FACE TYPICAL ON

EACH FACE OF

OPENING

TYP

U O N

50 TYP

U O N

50 TYP

SH…

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File details come from the government source that posted it. Updated Mar 7, 2025.