1-8. Exhibit 6 Drawings.pdf

PDF 11 MB Posted Sep 3, 2026

Attached to: Ellis Replace Boilers #1 and #3
Solicitation number: 696-FD-26-P046
Issued by: Van Zandt County, Houston City, Texas

About this file

Written by GovTribe AI · Sep 29, 2026

This document is a comprehensive set of construction drawings for the Texas Department of Criminal Justice (TDCJ) Facilities Division project to replace boilers #1 and #3 at the Ellis Unit located at 1697 FM 980, Huntsville, TX 77320. The project includes demolition and replacement of existing boilers, a deaerator, blowdown separator, water softeners, and associated mechanical, electrical, plumbing, and structural components. The drawings were issued for construction on August 28, 2025, with the project designated as MWR #01024005 under project number 696-FD-26-P046. The document consists of 11 sheets including site plans, demolition plans, new equipment layouts, electrical plans with one-line diagrams, plumbing details, structural notes, and foundation plans for two new pre-engineered metal buildings designed to house the replacement boilers. The new boiler house structures are specified to be 16 feet by 30 feet with 14-foot minimum eave heights, capable of withstanding 100 mph winds, and equipped with overhead doors, exhaust fans, and roof venting for boiler flues.

The drawings specify two new 400 HP Powermaster gas boilers with comprehensive deaerator systems featuring 750-gallon capacity receivers, dual end suction feed pumps rated at 80 gpm at 60 feet total dynamic head, modulating level controllers with Siemens electric feedwater valves, and factory-installed piping and controls. Electrical service includes 100-amp sub-panels supplied from existing Panel A with 208Y/3PH/60Hz service, LED shop lighting, wall-mounted exhaust fans, and control panels with variable frequency drives for the boiler feedwater pumps. The structural design incorporates 2018 International Building Code standards with wind design based on 119 mph basic wind speed, concrete foundations and pads for boiler installation, and structural steel support systems with detailed specifications for welding, reinforcement, and anchor bolt installation. All piping, including 4-inch diameter steam lines and 2-inch water and gas lines, is specified with supporting details for overhead routing and connections to existing systems.

View the file

Other files

File	Type	Posted
5-6. Exhibit 4 Exceptions and Exclusions.pdf	PDF	Sep 3, 2026
3-4. Exhibit 2 TDCJ Required Clauses.pdf	PDF	Sep 3, 2026
7-3. Exhibit 1 Subcontracting Plan 5.26.26pdf.pdf	PDF	Sep 3, 2026
4-5. Exhibit 3 Qualifications and Licensing.pdf	PDF	Sep 3, 2026
2-7. Exhibit 5 Specs.pdf	PDF	Sep 3, 2026
8-1. Ellis Replace Boilers RFP.pdf	PDF	Sep 3, 2026
6-2. Attachments.pdf	PDF	Sep 3, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

X X

XXXXXXXXXXXX

X X

X X X X X X

X X

XXXXXXXXXXXX

X X

X X X X X X X X X X X X

X X

X X X

X X

X X X

X X X X X

XXXXXXXXXXX

X X

X X X X X X

XXX

X X

T D

M D

\E ng in ee rin g\

En gi ne er in g

G ro up \E

N G

\A C

Pr oj ec t D ra w in g

D at ab as e\ El lis (0

)\0

R ep la ce

B oi le rs

Bo ile r R oo m

C H

C T.

dw g

M W

U N

C T:

S #1

- B O

R O

O M

THE TEXAS DEPARTMENT OF CRIMINAL JUSTICE

FACILITIES DIVISION

PROJECT

LOCATION

A X

S E

T H

E S

E T T

N.T.S.

VICINITY MAP

N.T.S.

SITE MAP

ISSUED FOR CONSTRUCTION

08/28/2025

REPLACE BOILERS #1 & #3

BOILER ROOM

MWR #01024005

ELLIS UNIT

1697 FM 980, HUNTSVILLE, TX 77320

WALKER COUNTY

FACILITIES DIVISION

ENGINEERING & ARCHITECTURAL SERVICES

HUNTSVILLE, TEXAS

SHEET 01 OF 11

PARKING LOT

ELLIS UNIT

1697 FM 980

HUNTSVILLE, TX 77320

30.88466N, 95.45456W

BASEBALL

FIELD

ELLIS UNIT

PARKING LOT

G L

O T

SHEET INDEX

NAME TITLE ORDER

--- COVER 01 OF 11

C-1 SITE PLAN AND UTILITIES 02 OF 11

M-1 BOILER ROOM LOWER FLOOR - DEMO PLAN 03 OF 11

M-2 EXISTING OUTSIDE BOILER HOUSE - DEMO PLAN 04OF 11

M-3 BOILER ROOM LOWER FLOOR - NEW EQUIPMENT 05 OF 11

M-4 BOILER ROOM OUTSIDE - NEW BOILERS 06 OF 11

S-2 NEW BOILER HOUSE - FOUNDATION PLAN & DETAILS

E-1 NEW BOILER HOUSE - ELECTRICAL PLAN & ONE-LINE DIAGRAM

ELLIS UNIT

HUNTSVILLE

MADISONVILLE

TRINITY

RIVERSIDE

BEDIAS

LOVELADY

PENNINGTON

NEW

WAVERLY

MIDWAY

LEONA

BOILER ROOM OUTSIDE - NEW DEAERATOR

M-5

P-1 PLUMBING LAYOUT - PLAN & DETAILS 11 OF 11

S-1 STRUCTURAL NOTES 08 OF 11

696-FD-26-P046 Exhibit J.6

AutoCAD SHX Text

HUNTSVILLE

AutoCAD SHX Text

AUSTIN

AutoCAD SHX Text

SAN

AutoCAD SHX Text

HOUSTON

AutoCAD SHX Text

DALLAS

AutoCAD SHX Text

LUBBOCK

AutoCAD SHX Text

AMARILLO

AutoCAD SHX Text

EL PASO

AutoCAD SHX Text

LAREDO

AutoCAD SHX Text

WORTH

AutoCAD SHX Text T

AutoCAD SHX Text

CORPUS

AutoCAD SHX Text

CHRISTI

AutoCAD SHX Text

ABILENE

AutoCAD SHX Text

FORT

AutoCAD SHX Text

ANTONIO

GAS

W W

GAS

W W

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN

SAN SAN

W W

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

W W

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

SAN

N O

2 3 4 5 6 7 8 9 10

T N

C R

O N

1 2 3 4 5 1 2

O R

TEXAS DEPARTMENT

CRIMINAL JUSTICE

ENGINEERING SERVICE

PO BOX 4011

TWO FINANCIAL PLAZA,

SUITE 400

HUNTSVILLE, TX 77340

TITLE:

M W

U N

D R

B Y:

A S

W N

SHEET OF

C-1

S #1

- B O

R O

O M

, P E

-0

B .G

O U

SITE PLAN

AND

UTILITIES

-3 1-

E-

-0 1-

C O

R U

O N

-2

02 11

T D

M D

\E ng in ee rin g\

En gi ne er in g

G ro up \E

N G

\A C

Pr oj ec t D ra w in g

D at ab as e\ El lis (0

)\0

R ep la ce

B oi le rs

Bo ile r R oo m

C H

C T.

dw g

BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

XXXX

X X X X

X X

XXXXX

X X

XXX

X X

X X X X X X X X X X X X X

X X

LEGEND:

EXISTING FENCE

EXISTING GAS LNE

EXISTING WATER LINE

PROPOSED WATER LINE

EXISTING ELECTRICAL UNDERGROUND LINE

PROPOSED ELECTRICAL UNDERGROUND LINE

EXISTING SANITARY SEWER LINE

KITCHEN

BACK GATE

GUARD HOUSE

GAS

SAN

EXISTING

BOILER

ROOM

M-2

SITE PLAN

Scale: 1" = 1'-0"1

NEW BOILER

BUILDINGS

74664

TIMOTHY EDWARD KIERSZ

REEOR

SAXETFOETATS

NIGNELANOISSEF

SNECIL

696-FD-26-P046 Exhibit J.6

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text J

2 3 4 5 6 7 8 9 10

T N

C R

O N

1 2 3 4 5 1 2

O R

TEXAS DEPARTMENT

CRIMINAL JUSTICE

ENGINEERING SERVICE

PO BOX 4011

TWO FINANCIAL PLAZA,

SUITE 400

HUNTSVILLE, TX 77340

TITLE:

M W

U N

D R

B Y:

A S

W N

SHEET OF

E-1

S #1

- B O

R O

O M

, P E

-0

B .G

O U

NEW

BOILER HOUSE

ELECTRICAL PLAN

ONE-LINE

DIAGRAM

-3 1-

E-

-0 1-

C O

R U

O N

-2

10 11

T D

M D

\E ng in ee rin g\

En gi ne er in g

G ro up \E

N G

\A C

Pr oj ec t D ra w in g

D at ab as e\ El lis (0

)\0

R ep la ce

B oi le rs

Bo ile r R oo m

C H

C T.

dw g

BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

POWER/LIGHTING PLAN

Scale: 1/2" = 1'-0"1

N O

EXIST.

PANEL

SUB

PANEL

"A1"

GROUND LEVEL

BASEMENT

SUB

PNL

"A1"

EXIST.

PANEL

100A MCB

208Y

3PH

NOTES:

1. RUN SERVICE TO NEW 100A SUB PANEL IN NEW

BOILER ROOM AND FEED NEW BOILER, LIGHTS,

GENERAL DUTY RECEPTACLE/SWITCH AND

EXHAUST FANS.

2. REPLACE EXISTING 70A, 3 PH BREAKER WITH A

NEW 100A, 3PH BREAKER.

3. PROVIDE #12 THWN2 IN 3/4" CONDUIT FOR ALL

CIRCUITS FROM SUB PANEL.

ONE-LINE DIAGRAM

Scale: N.T.S.2

1 - 1 14 CONDUIT

4 - #3 THWN2

1 - #8 THWN2

NOTES:

1. INSTALL (4) 4FT LED SHOP LIGHTS PER BUILDING.

2. INSTALL (2) 36" Ø WALL MOUNTED EXHAUST FANS FOR EACH BUILDING.

100/3

SUB

PNL

"A2"

100A MCB

208Y

3PH

SUB

PANEL

"A2"

SUB

PNL

"A1"

SUB

PNL

"A1"

SUB

PNL

"A1"

SUB

PNL

"A2"

SUB

PNL

"A2"

SUB

PNL

"A2"

74664

TIMOTHY EDWARD KIERSZ

REEOR

SAXETFOETATS

NIGNELANOISSEF

SNECIL

696-FD-26-P046 Exhibit J.6

AutoCAD SHX Text

LED

AutoCAD SHX Text

LED

AutoCAD SHX Text

LED

AutoCAD SHX Text

LED

AutoCAD SHX Text

CTRL PNL

AutoCAD SHX Text

LED

AutoCAD SHX Text

LED

AutoCAD SHX Text

LED

AutoCAD SHX Text

LED

AutoCAD SHX Text

CTRL PNL

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text J

X X X X X X

X X

XXX

X X X

X X

XXX

2 3 4 5 6 7 8 9 10

T N

C R

O N

1 2 3 4 5 1 2

O R

TEXAS DEPARTMENT

CRIMINAL JUSTICE

ENGINEERING SERVICE

PO BOX 4011

TWO FINANCIAL PLAZA,

SUITE 400

HUNTSVILLE, TX 77340

TITLE:

M W

U N

D R

B Y:

A S

W N

SHEET OF

M-1

S #1

- B O

R O

O M

, P E

-0

B .G

O U

BOILER ROOM

LOWER FLOOR

DEMO PLAN

-3 1-

E-

-0 1-

C O

R U

O N

-2

03 11

T D

M D

\E ng in ee rin g\

En gi ne er in g

G ro up \E

N G

\A C

Pr oj ec t D ra w in g

D at ab as e\ El lis (0

)\0

R ep la ce

B oi le rs

Bo ile r R oo m

C H

C T.

dw g

BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

EXISTING BOILER ROOM - LOW FLOOR

Scale: 1/4" = 1'-0"1

N O

EXISTING BOILER TO REMOVE

EXISTING BLOW DOWN

SEPARATOR TO REPLACE

EXISTING DEAERATOR

TO REPLACE

EXISTING BRINE TANK

TO REMOVE

3" PVC

74664

TIMOTHY EDWARD KIERSZ

REEOR

SAXETFOETATS

NIGNELANOISSEF

SNECIL

X 2

696-FD-26-P046 Exhibit J.6

AutoCAD SHX Text

EXISTING BOILER NO. 3

AutoCAD SHX Text

EXISTING BOILER NO. 1

AutoCAD SHX Text

CHEMICAL CAGE

AutoCAD SHX Text

DEAERATOR

AutoCAD SHX Text

BLOW DOWN SEPARATOR

AutoCAD SHX Text

WATER SOFTENERS

AutoCAD SHX Text

TOOL CAGE

AutoCAD SHX Text

TOILET

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

CTRL PNL

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text J

X X X X X X

X X X X X X X

X X

X X X X X X X X X X X X X X X X

X X

2 3 4 5 6 7 8 9 10

T N

C R

O N

1 2 3 4 5 1 2

O R

TEXAS DEPARTMENT

CRIMINAL JUSTICE

ENGINEERING SERVICE

PO BOX 4011

TWO FINANCIAL PLAZA,

SUITE 400

HUNTSVILLE, TX 77340

TITLE:

M W

U N

D R

B Y:

A S

W N

SHEET OF

M-2

S #1

- B O

R O

O M

, P E

-0

B .G

O U

EXISTING OUTSIDE

BOILER HOUSE

DEMO PLAN

-3 1-

E-

-0 1-

C O

R U

O N

-2

04 11

T D

M D

\E ng in ee rin g\

En gi ne er in g

G ro up \E

N G

\A C

Pr oj ec t D ra w in g

D at ab as e\ El lis (0

)\0

R ep la ce

B oi le rs

Bo ile r R oo m

C H

C T.

dw g

BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

EXISTING BOILER OUTSIDE THE BOILER ROOM

Scale: 1/4" = 1'-0"1

N O

STEAM

SUPPLY

DRAIN

BOILER

ROOM

POWER

GENERATOR

BOILER

400HP

GAS

EXISTING CONTROL PANEL

TO REMOVE

EXISTING ELECTRICAL PANEL

EXISTING METAL BUILDING TO REMOVE

EXISTING DRAIN LINE

TO DEMO UP TO THIS POINT

6" STEEL2" STEEL

2" STEEL

EXISTING POWER LINE

TO REMOVE

FROM EXISTING PANEL

EXISTING ALL LIGHT FIXTURES

AND SWITCH TO REMOVE

EXISTING BOILER TO REMOVE

EXISTING WATER LINE

TO DEMO UP TO THIS POINT

EXISTING STEAM LINE

TO DEMO UP TO THIS POINT

EXISTING ELECTRICAL

DISCONNECT BOX TO REMOVE

EXISTING GAS LINE

TO DEMO UP TO THIS POINT

74664

TIMOTHY EDWARD KIERSZ

REEOR

SAXETFOETATS

NIGNELANOISSEF

SNECIL

696-FD-26-P046 Exhibit J.6

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

CTRL PNL

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text J

X X X X X X

X X

XXX

X X X

X X

XXX

2 3 4 5 6 7 8 9 10

T N

C R

O N

1 2 3 4 5 1 2

O R

TEXAS DEPARTMENT

CRIMINAL JUSTICE

ENGINEERING SERVICE

PO BOX 4011

TWO FINANCIAL PLAZA,

SUITE 400

HUNTSVILLE, TX 77340

TITLE:

M W

U N

D R

B Y:

A S

W N

SHEET OF

M-3

S #1

- B O

R O

O M

, P E

-0

B .G

O U

BOILER ROOM

LOWER FLOOR

NEW EQUIPMENT

-3 1-

E-

-0 1-

C O

R U

O N

-2

05 11

T D

M D

\E ng in ee rin g\

En gi ne er in g

G ro up \E

N G

\A C

Pr oj ec t D ra w in g

D at ab as e\ El lis (0

)\0

R ep la ce

B oi le rs

Bo ile r R oo m

C H

C T.

dw g

BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

N O

3" PVC

3" PVC3" PVC

NEW 50"X60" BRINE TANK

NEW MGTC-600-2 RESIN TANKS

EXIST.

RESIN TANKS

REPLACE

BLOWN DOWN

NEW DEAERATOR,

REFER TO M-5 FOR MODEL

EXISTING BOILER ROOM - LOW FLOOR

Scale: 1/4" = 1'-0"1

TIE-IN POINT

NOTES:

1. a. Suction piping off of each pump to include shut-off valve, y-strainer, flexible coupling and piping between tank and pump suction inlet.

b. Recirculation piping off of each pump to include shut-off valve, check valve, orifice union and piping off of each pump back to the tank.

c. Discharge piping off of each pump to include shut-off valve, check valve, pressure gauge and piping into common discharge manifold.

2. Deaerator Receiver which is atmospheric design split tank and coated with 2 coats of Duratherm lining over sandblasted surface in the mixing section of the tank.

Tank is mounted on a 6’ structural steel stand. To allow for adequate NPSH for the boiler feed pumps. Tank capacity is 750 gallons to overflow.

Tank is standard construction of 3/8” carbon steel material. Tank also comes with factory ten-year pro-rated warranty on the vessel against corrosion.

3. Two (2) End suction pumps each sized to provide 125 percent of unit capacity. Pump is rated at 80 gpm @ 60 ft. TDH.

Each pump is provided with an electric TEFC motor rated at 3 HP, 3 phase 460 volt, and 60 cycle.

Each pump is installed and includes suction piping factory installed. Each feed water pump is provided with the following:

a. Suction piping off pump to include shut-off valve, y-strainer, flexible coupling and piping between tank and pump suction inlet.

b. Discharge piping off pump to include shut-off valve, check valve, pressure gauge and piped back into deaerator tank.

4. Deaerator section mounted inside of the receiver consists of a spray manifold with stainless steel spray nozzles and a stainless-steel scrubber tubes.

5. Modulating level controller with Siemens electric feedwater valve, Siemens Differential pressure transmitter and Siemens single loop controller.

Controller and transmitter will be factory programmed.

6. 3-Valve Water Make-up By-pass, factory piped and mounted. Factory Piped and mounted.

7. Water Make-up Y-strainer, factory piped and mounted.

8. Low water alarm switch and low water cut-off switch mounted in each tank section.

9. Temperature gauges with thermowells for each section of the receiver.

10. Spence, E steam pressure control valve with close tolerance “T14” pilot temperature controller.

11. Water gauge cocks & glass set for receiver.

12. Deaerator Control Panel – Nema 1 with 60 amp disconnect

a. Wired high and low water light & rely with Alarm & alarm silence.

b. Fused control circuit transformer (CCT)

c. Combination motor starters on the recycle pumps.

d. VFD drives on the boiler feedwater pumps.

e. Factory programmed and wired electric level controller.

f. Main panel disconnect switch for single point connection.

13. High water switch with High Water Light and Relay (requires high water switch)

14. Drain Valve

15. Chemical Injection Quill mounted in the vessel.

16. Boiler feedwater pump discharge pressure transmitter for VFD drive control.

17. Mag anode

18. 2” fiberglass insulation with 22 gauge painted sheet metal jacket.

19. Tank and stand to ship in two pieces

20. Sample cooler mounted off stand and piped into pump discharge header

74664

TIMOTHY EDWARD KIERSZ

REEOR

SAXETFOETATS

NIGNELANOISSEF

SNECIL

X 2

696-FD-26-P046 Exhibit J.6

AutoCAD SHX Text

EXISTING BOILER NO.3

AutoCAD SHX Text

EXISTING SPACE LEFT AFTER BOILER BEING REMOVED

AutoCAD SHX Text

CHEMICAL CAGE

AutoCAD SHX Text

BLOW DOWN SEPARATOR

AutoCAD SHX Text

WATER SOFTENERS

AutoCAD SHX Text

TOOL CAGE

AutoCAD SHX Text

TOILET

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

DEAERATOR

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text J

X X X X X X X

X X

X X X X X X X X X X X X X X X X

X X

X X X X X X

2 3 4 5 6 7 8 9 10

T N

C R

O N

1 2 3 4 5 1 2

O R

TEXAS DEPARTMENT

CRIMINAL JUSTICE

ENGINEERING SERVICE

PO BOX 4011

TWO FINANCIAL PLAZA,

SUITE 400

HUNTSVILLE, TX 77340

TITLE:

M W

U N

D R

B Y:

A S

W N

SHEET OF

M-4

S #1

- B O

R O

O M

, P E

-0

B .G

O U

BOILER ROOM

OUTSIDE

NEW BOILERS

-3 1-

E-

-0 1-

C O

R U

O N

-2

06 11

T D

M D

\E ng in ee rin g\

En gi ne er in g

G ro up \E

N G

\A C

Pr oj ec t D ra w in g

D at ab as e\ El lis (0

)\0

R ep la ce

B oi le rs

Bo ile r R oo m

C H

C T.

dw g

BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

NEW BOILERS OUTSIDE THE BOILER ROOM

Scale: 1/4" = 1'-0"1

N O

BOILER

ROOM

POWER

GENERATOR

STEAM

SUPPLY

DRAIN

BOILER

400HP

GAS

NEW CONTROL PANEL

EXISTING ELECTRICAL PANEL PROPOSED METAL BUILDING

(Able to withstand 100 MPH winds including roof)

6" STEEL

ATTACH TO WALL

2" STEEL 2" STEEL

ATTACH TO

WALL

2" STEEL

PROPOSED BOILERRECONNECT NEW

LINES TO EXISTING

ATTACH TO WALL

RECONNECT NEW LINES

TO EXISTING

RECONNECT NEW LINE

TO EXISTING

PROP. ELECTRICAL PANEL,

REF. E-1NOTES:

1. BOILER MODEL:

POWERMASTER WB-A2-4P-400BHP-150PSIG

2. METAL BUILDING:

- INTERIOR DIMENSIONS SHALL BE 16'x30',

- EAVE HEIGHT TO BE 14 FEET MINIMUM,

- INSTALL (2) 12'X12' OVERHEAD DOORS AT EACH END

- INSTALL 3'X7' H.M. DOOR ON THE SIDE OF BUILDING

- PROVIDE (2) 36"Ø WALL MOUNTED EXHAUST FANS

- PROVIDE VENTING ON ROOF FOR BOILER FLUE

(2' ABOVE ROOF DECK)

3. REFER TO S-1 AND S-2 FOR BUILDING FOUNDATION

4. REFER TO E-1 FOR ELECTRICAL BOILER

400HP

AS PW

SUPPLY

PROVIDE GUTTER

AND DOWNSPOUTS

ON BOTH SIDES

ATTACH ALL NEW PIPING

TO EXISTING WALL

ROUTE PIPING

ABOVE DOOR

74664

TIMOTHY EDWARD KIERSZ

REEOR

SAXETFOETATS

NIGNELANOISSEF

SNECIL

2. Metal building to stay in place

1. Boiler #1 to stay in place, a.) TDCJ furnished Fulton 450 HP boiler

NOTES

696-FD-26-P046 Exhibit J.6

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

CTRL PNL

AutoCAD SHX Text

CTRL PNL

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text J

AutoCAD SHX Text T

NORTH

SIEMENS

RESET

SIEMENS

RESET

PANEL MOUNTING LOCATION

TANK AND STAND TO BE

DETACHABLE FOR SHIPPING

SIEMENS

RESET

SIEMENS

RESET

2 3 4 5 6 7 8 9 10

T N

C R

O N

1 2 3 4 5 1 2

O R

TEXAS DEPARTMENT

CRIMINAL JUSTICE

ENGINEERING SERVICE

PO BOX 4011

TWO FINANCIAL PLAZA,

SUITE 400

HUNTSVILLE, TX 77340

TITLE:

M W

U N

D R

B Y:

A S

W N

SHEET OF

M-5

S #1

- B O

R O

O M

, P E

-0

B .G

O U

BOILER ROOM

OUTSIDE

NEW

DEAERATOR

E-

-0 1-

C O

R U

O N

-2

07 11

T D

M D

\E ng in ee rin g\

En gi ne er in g

G ro up \E

N G

\A C

Pr oj ec t D ra w in g

D at ab as e\ El lis (0

)\0

R ep la ce

B oi le rs

Bo ile r R oo m

C H

C T.

dw g

BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

NEW DEAERATOR DETAILS

Scale: N.T.S.1

N O

POWER

GENERATOR

74664

TIMOTHY EDWARD KIERSZ

REEOR

SAXETFOETATS

NIGNELANOISSEF

SNECIL

696-FD-26-P046 Exhibit J.6

AutoCAD SHX Text 72"

AutoCAD SHX Text 48"O.D.

AutoCAD SHX Text Partition equalizing valve to be normally closed during operation, and to

AutoCAD SHX Text be only opened in conjunction with the emergency bypass valve if recycle

AutoCAD SHX Text pump is out of service. Steam supply should also be isolated.

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text 48"

AutoCAD SHX Text 16"I.D.

AutoCAD SHX Text

MANWAY

AutoCAD SHX Text 96"

AutoCAD SHX Text 92"

AutoCAD SHX Text A

AutoCAD SHX Text 4"-150#

AutoCAD SHX Text

VENT

AutoCAD SHX Text

3" 150# RFSO

AutoCAD SHX Text

FOR GRAVITY

AutoCAD SHX Text

RETURNS

AutoCAD SHX Text

3" 150# RFSO

AutoCAD SHX Text

FOR TRAPPED

AutoCAD SHX Text

RETURNS

AutoCAD SHX Text

ELEVATION A-A

AutoCAD SHX Text

1 1/4" MAKE-UP

AutoCAD SHX Text

PIPING

AutoCAD SHX Text Y-strainer and check valve must be provided in pumped condensate return line(s) to deaerator.

AutoCAD SHX Text

AutoCAD SHX Text Vessel's both section will be provided with duratherm lining.

AutoCAD SHX Text

AutoCAD SHX Text Steam supply line must be sized for min. pressure loss. (3" line recommended)

AutoCAD SHX Text

AutoCAD SHX Text 54"

AutoCAD SHX Text 120"

AutoCAD SHX Text 66"/70"

AutoCAD SHX Text

AutoCAD SHX Text 27,600

AutoCAD SHX Text

8SP5II SPRAY FLOW DEAERATOR

AutoCAD SHX Text

FROM TEMPERATURE

AutoCAD SHX Text

BULB ON TANK

AutoCAD SHX Text

4"-125# FLG. OPNG

AutoCAD SHX Text

FOR PUMPED

AutoCAD SHX Text

RETURNS

AutoCAD SHX Text

SEE NOTE 7

AutoCAD SHX Text

TO ITEM

AutoCAD SHX Text No.7

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

C VESSEL

AutoCAD SHX Text L

AutoCAD SHX Text

PLAN VIEW B-B

AutoCAD SHX Text

SEE NOTE 8

AutoCAD SHX Text

MAKE-UP

AutoCAD SHX Text

1 1/4" (NPT)

AutoCAD SHX Text

INLET

AutoCAD SHX Text

AutoCAD SHX Text 13"

AutoCAD SHX Text 5"

AutoCAD SHX Text

PRIOR WRITTEN APPROVAL OF INDUSTRIAL STEAM.

AutoCAD SHX Text

OR DISCLOSURE SHALL BE MADE TO ANY PERSON, FIRM OR CORPORATION WITHOUT

AutoCAD SHX Text

INDUSTRIAL STEAM AND SUPPLIED ONLY ON A CONFIDENTIAL BASIS. NO TRANSMITTAL

AutoCAD SHX Text

THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION WHICH IS THE PROPERTY OF

AutoCAD SHX Text

DISCHARGE

AutoCAD SHX Text

AutoCAD SHX Text 8"

AutoCAD SHX Text

2 1/2" NPT.

AutoCAD SHX Text

AutoCAD SHX Text 135"

AutoCAD SHX Text

APPROX.

AutoCAD SHX Text

4. Provide 2" fiberglass insulation with 22 gauge painted sheet metal jecket.

AutoCAD SHX Text

3. Shipping clearances and possible shipping damage requires that some piping and component parts of

AutoCAD SHX Text

1. All interconnecting piping and wiring on this system is factory checked. Handling during shipment

AutoCAD SHX Text for leaks or consequencial liability beyond its control. It is suggested that the system be installed, AutoCAD SHX Text tested and adjustments necessitated by in-transit handling be made prior to insulating.

AutoCAD SHX Text may create the need for tightening of connections. Industrial Steam, Inc. assumes no responsibility

AutoCAD SHX Text

INDUSTRIAL STEAM

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

SYSTEM MODEL

AutoCAD SHX Text

SYSTEM OUTPUT :

AutoCAD SHX Text

HEATER CAPACITY :

AutoCAD SHX Text

MAKEUP CAPACITY :

AutoCAD SHX Text

BOILER FEED PUMP CAPACITY :

AutoCAD SHX Text

RECYCLE PUMP CAPACITY :

AutoCAD SHX Text

CONDENSATE PUMP CAPACITY :

AutoCAD SHX Text

GPM AT

AutoCAD SHX Text

GPM AT

AutoCAD SHX Text

GPM AT

AutoCAD SHX Text

PSIG WATER

AutoCAD SHX Text

PSIG MINIMUM STEAM PRESSURE

AutoCAD SHX Text

%%DF TO

AutoCAD SHX Text

%%DF WITH

AutoCAD SHX Text

GPM FROM

AutoCAD SHX Text

GPM AT

AutoCAD SHX Text

'TDH

AutoCAD SHX Text

'TDH

AutoCAD SHX Text

'TDH

AutoCAD SHX Text

SYSTEM VOLTAGE :

AutoCAD SHX Text

CYCLE

AutoCAD SHX Text

PHASE

AutoCAD SHX Text

VOLTS

AutoCAD SHX Text

SHIPPING DIMENSIONS :

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

WEIGHT

AutoCAD SHX Text

LB. APPROX.

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

REV.

AutoCAD SHX Text units be removed and boxed.

AutoCAD SHX Text

OVERFLOW

AutoCAD SHX Text

3" 150# RF

AutoCAD SHX Text 38"

AutoCAD SHX Text 18"

AutoCAD SHX Text 7"

AutoCAD SHX Text

1403 SW. 7TH STREET ATLANTIC, IA 50022 (712)243-5300

AutoCAD SHX Text 5"

AutoCAD SHX Text 8"

AutoCAD SHX Text

2" INSULATION

AutoCAD SHX Text 16"I.D.

AutoCAD SHX Text

MANWAY

AutoCAD SHX Text

4" PIPE

AutoCAD SHX Text

1 1/2" NPT

AutoCAD SHX Text

SEE NOTE 6

AutoCAD SHX Text

STEAM INLET

AutoCAD SHX Text

TYP. BS

AutoCAD SHX Text 30%%D/40%%D

AutoCAD SHX Text

9. Unit will ship in (2) two pieces, full penetration field welds as shown will be done by others.

AutoCAD SHX Text

SEE NOTE 9

AutoCAD SHX Text

SEE NOTE 9

AutoCAD SHX Text

TYP. BS

AutoCAD SHX Text

AutoCAD SHX Text 15"

AutoCAD SHX Text

2. Deaerator rated performance to be 0.005cc/liter.

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

CONTROL PANEL

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text J

XXXXXX

X X

X X X

XXX

X X

X X X

2 3 4 5 6 7 8 9 10

T N

C R

O N

1 2 3 4 5 1 2

O R

TEXAS DEPARTMENT

CRIMINAL JUSTICE

ENGINEERING SERVICE

PO BOX 4011

TWO FINANCIAL PLAZA,

SUITE 400

HUNTSVILLE, TX 77340

TITLE:

M W

U N

D R

B Y:

A S

W N

SHEET OF

P-1

S #1

- B O

R O

O M

, P E

-0

B .G

O U

PLUMBING LAYOUT

PLAN & DETAILS

E-

-0 1-

C O

R U

O N

-2

11 11

T D

M D

\E ng in ee rin g\

En gi ne er in g

G ro up \E

N G

\A C

Pr oj ec t D ra w in g

D at ab as e\ El lis (0

)\0

R ep la ce

B oi le rs

Bo ile r R oo m

C H

C T.

dw g

BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

OVERHEAD PIPING SUPPORT DETAIL

Scale: 1/4" = 1'-0"2

N O

NEW PLUMBING PLAN

Scale: 1/4" = 1'-0"1

2" WATER

4" STEAM

2" NATURAL GAS

TYPICAL PIPE SUPPORT

Scale: N.T.S.3

NEW BOILER ROOMS

(PEMB)

OVERHEAD 4" STEAM LINE

TYPICAL PIPE SUPPORT

FOR ANY PIPING RUN OVER THE BOILERS,

REFER TO DETAIL 3/P-1

EXISTING BOILER ROOM BRICK WALL

GATE VALVE,

TYPICAL

FLOW DIRECTION,

TYPICAL

WINDOW

PENETRATIONS

EXISTING

BOILER

ROOM

3" MIN. 2" MIN.PIPE TYPICALLY SUPPORTED

W/ 3/8" DIA. U-BOLT CLAMPS

W4x13 BEAM, 3/16" FILET WELDED TO COLUMN

OR BOLTED WITH 1/2" DIA. EACH

SIDE ON L3x3 ANGLE

10X10X1/2" BASE PLATE

WELDED TO COLUMN,

ANCHORED IN EXIST. CONCRETE,

USE (4) 3/8" ANCHOR BOLTS

W4x13 COLUMN

NOTE:

· STEAM PIPE TO BE 4" DIA. SCH. 40 STEEL PIPE,

(APPROX. 10.7 LBS/FT)

· GAS OR WATER PIPE TO BE 2" DIA. SCH. 40 STEEL PIPE,

(APPROX. 3.66 LBS/FT)

AS REQUIRED

74664

TIMOTHY EDWARD KIERSZ

REEOR

SAXETFOETATS

NIGNELANOISSEF

SNECIL

X 3 x 3

696-FD-26-P046 Exhibit J.6

AutoCAD SHX Text

CTRL PNL

AutoCAD SHX Text

CTRL PNL

AutoCAD SHX Text

CHEMICAL CAGE

AutoCAD SHX Text

BLOW DOWN SEPARATOR

AutoCAD SHX Text

WATER SOFTENERS

AutoCAD SHX Text

TOOL CAGE

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

DEAERATOR

AutoCAD SHX Text

HEAT EXCHANGER

AutoCAD SHX Text

BOILER #2

AutoCAD SHX Text

BOILER #1

AutoCAD SHX Text

BOILER #2

AutoCAD SHX Text

BOILER #1

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text J

N O

2 3 4 5 6 7 8 9 10

T N

C R

O N

1 2 3 4 5 1 2

O R

TEXAS DEPARTMENT

CRIMINAL JUSTICE

ENGINEERING SERVICE

PO BOX 4011

TWO FINANCIAL PLAZA,

SUITE 400

HUNTSVILLE, TX 77340

TITLE:

M W

U N

D R

B Y:

A S

W N

SHEET OF

S-1

S #1

- B O

R O

O M

, P E

-0

B .G

O U

STRUCTURAL

NOTES

-3 1-

E-

-0 1-

C O

R U

O N

-2

08 11

T D

M D

\E ng in ee rin g\

En gi ne er in g

G ro up \E

N G

\A C

Pr oj ec t D ra w in g

D at ab as e\ El lis (0

)\0

R ep la ce

B oi le rs

Bo ile r R oo m

C H

C T.

dw g

BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

DESIGN LOAD CRITERIA

1. THE DESIGN OF THE STRUCTURE AND PARTS THEREOF IS IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING

CODE, AS ADOPTED BY TEXAS DEPARTMENT OF CRIMINAL JUSTICE.

2. ROOF LIVE LOADS:

AREA UNIFORM SPECIAL COMMENTS LIVE LOAD REDUCTION

ROOF, GENERAL 20 PSF YES, PER IBC 1607.11.2

ROOF, EQUIP. LOADS SEE ROOF PLAN

3. WIND DESIGN DATA:

BASIC WIND SPEED (3 SECOND GUST) 119 MPH

WIND IMPORTANCE FACTOR, I 1.25

OCCUPANCY CATEGORY I-3

WIND EXPOSURE C

INTERNAL PRESSURE COEFFICIENT +/- 5 PSF

COMPONENTS AND CLADDING PER ASCE 7-22

WIND DESIGNED UPLIFT CAPACITIES FOR ROOF:

ZONE 1: 36.3 PSF

ZONE 2: 47.9 PSF

ZONE 3: 62.9 PSF

WIND DESIGNED PRESSURE FOR WALL: N/A PSF

SUBGRADE PREPARATION

1. SAW CUT AND DEMOLISH THE WHOLE EXISTING CONCRETE FLOOR SLAB TO CLEAR FOR INSTALLATION OF NEW

FOOTING(S). EXCAVATE THE EXISTING SUBGRADE TO THE REQUIRED BEARING ELEVATION.

2. COMPACT THE EXPOSED SOILS TO 95% DENSITY.

3. INSTALL 15MIL VAPOR RETARDER UNDER SLAB AND FOOTINGS OVER A 4" COMPACTED SAND SUB-BASE AS SHOWN ON DETAIL #/A-X. TAPE ALL SEAMS, PENETRATIONS AND TEARS IN THE VAPOR RETARDER WITH A COMPATIBLE

WATERPROOF TAPE.

4. ADJUST ALL GRADES TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE. OPEN GROUND (GRASSED LAWNS AND/OR LANDSCAPED BEDS) SHALL BE SLOPED AT A MINIMUM OF A 5 PERCENT GRADE FOR AT LEAST 10 FEET

BEYOND THE PERIMETER OF THE BUILDING.

FOUNDATION NOTES

1. FOUNDATION ALLOWABLE DESIGN SOIL VALUES

CONTINUOUS FOOTING BEARING - 1.50 KSF

ISOLATED FOOTING BEARING - 2.00 KSF

2. BEARING STRATA SHOWN ON THE DETAILS IS THE EXISTING UNDISTURBED SOILS / COMPACTED FILLS AT THE

PROPOSED BEARING STRATA AT APPROXIMATE 1'-6” BELOW FINISHED FLOOR .

3. ALL FOOTING EXCAVATIONS SHALL BE CLEANED TO REMOVE ALL LOOSE SOIL MATERIAL AND OTHER DEBRIS AND

SHOULD NOT BE ALLOWED TO DESICCATE PRIOR TO PLACEMENT OF CONCRETE.

4. CONCRETE FOR FOUNDATIONS MAY BE EARTH FORMED ON THE SIDES. EARTH FORMED FOUNDATIONS SHALL BE A NEAT VERTICAL CUT, WITH NO LOOSE SPOIL OR DEBRIS IN THE BOTTOM OF THE CUT. SIGNIFICANT SLOUGHING OR

OVER EXCAVATIONS WILL REQUIRE FORMWORK.

5. NOTIFY THE TDCJ ENGINEER FOR VISUAL INSPECTION PRIOR TO PLACING CONCRETE FOUNDATION.

PATCH & REPAIR OF SLAB-ON-GRADE NOTES

1. CONCRETE PATCH / REPAIR FLOOR SLAB SHALL BE 5” MINIMUM THICK CONCRETE SLAB OVER A 15 MIL VAPOR RETARDER, OVER COMPACTED SUBGRADE. TAPE ALL SEAMS, PENETRATIONS AND TEARS IN THE VAPOR RETARDER

WITH A COMPATIBLE WATERPROOF TAPE.

2. REINFORCE SLAB WITH #3 @ 12" CTRS. EACH WAY PLACED AND SUPPORTED ON CHAIRS AT SLAB MID DEPTH.

3. PROVIDE EPOXY BONDING AGENT TO ALL CONTACT SURFACES TO NEW PATCH / REPAIR CONCRETE SLAB.

CONCRETE NOTES

1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318- AS REFERENCED PER GOVERNING INTERNATIONAL

BUILDING CODE.

2. ALL CONCRETE SHALL HAVE SAND AND GRAVEL OR CRUSHED STONE AGGREGATES AND TEST 5000 PSI COMPRESSIVE STRENGTH IN 28 DAYS UNLESS NOTED OTHERWISE. NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C33.

LIGHTWEIGHT AGGREGATES SHALL CONFORM TO ASTM C330.

3. CEMENT RATIO CONTENT FOR CONCRETE SHALL NOT EXCEED 0.45.

4. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS:

REFER TO ACI 318 - SECTION 7.7 FOR CONDITIONS NOT NOTED.

GRADE BEAMS --------------------------------- 1 1/2" TOP

2" SIDES

3" BOTTOM

SLABS-ON-GRADE ----------------------------- CENTERED

5. MAXIMUM NOMINAL COARSE AGGREGATE SIZE SHALL BE 1" MAX TYPICAL UNLESS NOTED OTHERWISE.

6. CONCRETE SLUMPS SHALL BE AS FOLLOWS 5" MAX, 3" MIN

7. CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED AS FOLLOWS:

3/4" NOMINAL AGGREGATE SIZE 4% TO 8%

1" NOMINAL AGGREGATE SIZE 3.5% TO 6.5%

8. GRADE BEAMS MAY BE FORMED WITH LINER; EXCESSIVE EXCAVATION WILL REQUIRED FORMWORK. ALL ELEMENTS OF THE FORMS, FORMWORK, BRACING AND SHORING SHALL CONSIST OF WOOD, METAL OR OTHER MANUFACTURED

PRODUCTS AS SPECIFIED.

9. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE POURS. ALL CONSTRUCTION JOINTS SHALL

BE MADE IN THE CENTER OF SPANS WITH VERTICAL BULK HEADS AS IF REQUIRED.

STRUCTURAL STEEL NOTES

1. STRUCTURAL STEEL SHALL CONFORM TO A.I.S.C. "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS," ANSI/AISC

360, LATEST EDITION.

2. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS," APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS, LATEST EDITION. CONNECTIONS SHALL BE BEARING TYPE UNLESS NOTED OTHERWISE IN DRAWINGS.

3. ALL W SHAPES SHALL CONFORM TO ASTM A992.

ALL OTHER STRUCTURAL STEEL SHAPES, PLATES, ETC., SHALL CONFORM TO ASTM A36, UNLESS NOTED OTHERWISE.

4. GALVANIZING OF STEEL MEMBERS SHALL CONFORM TO ASTM A123/A123M. ALL STEEL FRAMING THAT COMES IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE COATED TO A G90 THICKNESS AND ALL BOLTS, HEADED STUDS

AND CONNECTORS SHALL BE COATED TO A G185 THICKNESS.

5. ALL STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A501 OR ASTM A53, TYPES "E" OR "S”, GRADE B.

6. ALL STRUCTURAL STEEL TUBES SHALL CONFORM TO ASTM A500, GRADE B.

7. ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE A.I.S.C.

8. STEEL MEMBERS SHALL NOT BE SPLICED EXCEPT WHERE SHOWN ON THE DRAWINGS.

9. ALL STEEL BEAMS SHALL BE ERECTED WITH NATURAL CAMBER UP.

10. NON-COMPOSITE: THE BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL DEVELOP THE END REACTION OF THE CONNECTED BEAM. THE END REACTION OF THE CONNECTED BEAM CAN BE OBTAINED FROM THE LOAD CARRYING CAPACITY OF THE BEAM ON THE BASIS OF EQUIVALENT UNIFORM LOADS GIVEN IN PART 3 (FLEXURAL MEMBERS) OF THE 14TH EDITION A.I.S.C. MANUAL OR THE LATEST EDITION. THE MINIMUM SHEAR CAPACITY OF THE 12 KIPS SHALL BE PROVIDED FOR ALL BEAMS 8" TO 10" DEEP WITH 8 KIPS FOR BEAMS OF DEPTH LESS THAN 8".

11. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE", D1.1

ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE E70XX, UNLESS NOTED OTHERWISE.

12. ALL WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED WITHIN THE LAST 6 MONTHS.

13. WHEN WELDS ARE NOT CALLED-OUT ON DRAWINGS, THEY ARE MINIMUM SIZE CONTINUOUS FILLET WELDS IN

ACCORDANCE WITH AWS D1.1.

14. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSEWORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED, FURNISHED, AND INSTALLED BY THE ERECTOR.

THESE TEMPORARY SUPPORTS SHALL BE CAPABLE OF SECURING THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS.

15. THE LIFTING AND ERECTION OF PRE-ASSEMBLED ELEMENTS SUCH AS TRUSSES OR PRE-FABRICATED FRAMING ARE CONSIDERED SPECIAL ERECTION CONDITIONS. THE SELECTION OF LIFT POINTS AND ERECTION TECHNIQUES ARE THE

RESPONSIBILITY OF THE STEEL ERECTOR / CONTRACTOR.

16. THE CONTRACTOR SHALL COMPLY WITH OSHA REQUIREMENTS FOR STEEL ERECTION.

REINFORCING STEEL NOTES

1. ALL REINFORCING STEEL SHALL BE NEW DEFORMED BILLET STEEL CONFORMING TO ASTM A615, GRADE 60.

2. DETAILING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE ACI DETAILING MANUAL.

4. REINFORCING BARS MAY BE SPLICED ONLY AS SHOWN ON THE DRAWINGS EXCEPT THAT REINFORCING DESIGNATED AS "CONTINUOUS" MAY BE CONTACT LAP SPLICED LENGTH OF 30 BAR DIAMETER UNLESS NOTED OTHERWISE.

5. FOR CONTINUOUS GRADE BEAM REINFORCING, 30 BAR DIAMETERS LAP SPLICES SHALL BE MADE OVER SUPPORTS FOR BOTTOM AND INTERMEDIATE BARS AND AT MIDSPAN FOR TOP BARS. AT GRADE BEAM END SUPPORTS, TOP BARS

SHALL BE HOOKED DOWN AND BOTTOM BARS SHALL BE HOOKED UP.

6. PROVIDE 2 FEET x 2 FEET CORNERS BARS OF SAME SIZE AND QUANTITY AS CONTINUOUS TOP AND BOTTOM

REINFORCING OF GRADE BEAMS AT ALL GRADE BEAM CORNERS AND INTERSECTIONS.

POST INSTALLED ANCHORS NOTES

1. POST - INSTALLED ANCHORS INCLUDE EXPANSION ANCHOR BOLTS AND BOTH ADHESIVE AND EPOXY ANCHORING SYSTEMS USING BOLTS, THREADED RODS AND REINFORCING STEEL. PROVIDE, STORE AND INSTALL PRODUCTS IN

STRICT CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

2. EXPANSION ANCHOR BOLTS SHALL BE 1/2" DIAMETER HILTI KWIK BOLT TZ2 EXPANSION ANCHORS, ZINC PLATED WITH 4

3/4" EMBEDMENT, UNLESS NOTED OTHERWISE ON DRAWINGS.

3. POST-INSTALLED REINFORCING STEEL DOWELS SHALL BE SET WITH THE HILTI HIT HY 200-A-V3 ADHESIVE ANCHORING

SYSTEM. PROVIDE EMBEDMENT DEPTHS AS SHOWN ON DRAWINGS.

4. ADHESIVE ANCHORS SHALL BE HILTI HIT TZ OR HAS STANDARD RODS SET WITH THE HITI HIT HY 200-A-V3 ADHESIVE ANCHORING SYSTEM. REFER TO DRAWINGS FOR SIZE AND EMBEDMENT REQUIREMENTS. ALL BOLTS AND THREADED

RODS USED IN EXTERIOR EXPOSURES SHALL BE GALVANIZED.

5. PRIOR TO PLACEMENT, THE CONTRACTOR SHALL HAVE THE MANUFACTURER'S TECHNICAL REPRESENTATIVE VISIT THE SITE TO INSTRUCT THE CONSTRUCTION TEAM AND TESTING LAB ON PROPER STORAGE AND INSTALLATION TECHNIQUES. THE CONTRACTOR SHALL PROVIDE A LETTER FROM THE MANUFACTURER'S REPRESENTATIVE STATING

THAT SUCH A VISIT WAS CONDUCTED.

6. ALL EXPANSION ANCHOR BOLTS SHALL BE INSPECTED BY AN INDEPENDENT TESTING LAB FOR THE FOLLOWING:

a. CORRECT LOCATION AND POSITION OF HOLE.

b. CORRECT BOLT TYPE AND FINISH.

c. CORRECT EMBEDMENT DEPTH.

d. CONDITION OF HOLE IN CONNECTION MATERIAL (NO BURNING OF HOLES ALLOWED).

e. SNUG TIGHT FIT.

7. ADHESIVE AND EPOXY ANCHORS SHALL BE INSPECTED AND TESTED BY AN INDEPENDENT TESTING LAB AS FOLLOWS:

ALL ANCHORS SHALL BE INSPECTED FOR THE FOLLOWING:

a. CORRECT LOCATION AND POSITION OF HOLE.

b. CORRECT BOLT, THREADED ROD OR REINFORCING BAR SIZE.

c. CORRECT BOLT TYPE AND FINISH.

d. CONDITION OF HOLE IN CONNECTION MATERIAL (NO BURNING OF HOLES ALLOWED).

e. SNUG TIGHT FIT.

f. CORRECT EMBEDMENT DEPTH.

g. HOLE PREPARATION (INCLUDING DRILL BIT TYPE WHERE CRITICAL TO MANUFACTURER) AND CLEANOUT PER

MANUFACTURER'S RECOMMENDATIONS.

h. ADHESIVE TYPE, EXPIRATION DATE AND METHOD OF STORAGE.

i. ADHESIVE AND BOLT INSTALLATION.

8. THE TESTING LAB SHALL PREPARE AN INSPECTION REPORT SPECIFICALLY INDICATING DEGREE OF CONFORMANCE IN

ALL CATEGORIES LISTED ABOVE.

METAL PANEL NOTES

1. PBR TYPE PANEL, 24 GAUGE THICKNESS, 36 INCH WIDE NET COVERAGE, WITH 1-1/4 INCH HIGH MAJOR RIBS AT 12

INCHES ON CENTER WITH MINOR RIBS SPACED BETWEEN THE MAJOR RIBS.

A. MATERIAL: PRE-FINISHED GALVALUME, OR A/E APPROVED EQUAL, STEEL PER ASTM 792-86 AZ -55. FINISH SHALL BE FULL STRENGTH KYNAR 500, OR A/E APPROVED EQUAL, FLUOROPOLYMER COATING, APPLIED BY THE MANUFACTURER ON A CONTINUOUS COIL COATING LINE, WITH THE EXPOSED SIDE DRY FILM THICKNESS OF

0.70 TO 0.90 MIL OVER 0.25 TO 0.35 MIL PRIME COAT, TO PROVIDE A TOTAL DRY FILM THICKNESS OF 0.95 TO 1.25 MIL. BACK SIDE SHALL BE COATED WITH PRIMER WITH A DRY FILM THICKNESS OF 0.25 MIL. FINISH SHALL CONFORM TO ALL TESTS FOR ADHESION, FLEXIBILITY, AND LONGEVITY AS SPECIFIED BY THE KYNAR 500, OR A/E

APPROVED EQUAL, FINISH SUPPLIER; MATCH EXISTING COLOR.

B. SIDE LAPS: TWO FULLY OVERLAPPING MAJOR RIBS SECURED TOGETHER WITH NO. 12- 14 SELF-DRILLING

TAPPING FASTENERS WITH NEOPRENE WASHERS, COLOR-MATCHED CARBON STEEL FASTENERS.

C. PROVIDE 1" WIDE BUTYL TAPE @ SIDE LAPS OF MAJOR RIBS OF ALL ROOF PANELS.

2. METAL PANEL SHALL BE PRE-CUT IN FULL LENGTH; MEETING UL CLASSIFIED 90 RATED ASSEMBLES.

AIR INFILTRATION: MAXIMUM 0.011 CFM/LF OF SEAM AT STATIC PRESSURE OF +/-6.24 PSF WHEN TESTED PER ASTM E1680.

WATER PENETRATION: NO UNCONTROLLED WATER PENETRATION THROUGH PANEL JOINTS AT A STATIC PRESSURE

OF 12.0 PSF WHEN TESTED IN ACCORDANCE TO ASTM E1646.

3 FLASHING AND TRIM SHALL MATCH MATERIAL, THICKNESS, FINISH, AND COLOR OF METAL PANEL, FURNISH AS REQUIRED AND PER SPECIFIED TO PROVIDE WEATHER TIGHTNESS AND A FINISHED APPEARANCE.

4. SEALANT, MASTIC AND CLOSURES SHALL BE PER MANUFACTURER'S STANDARDS. ENSURE ALL COMPONENTS AND

MATERIALS ARE FROM A SINGLE MANUFACTURER.

PRE-MANUFACTURED BUILDING NOTES

1. SEE PRE-FABRICATED BUILDING MANUFACTURER'S DRAWINGS FOR ROOF METAL DECK, PURLINS, AND FRAMING.

2. THE GENERAL CONTRACTOR SHALL PROVIDE AND SET ANCHOR BOLTS AND EMBED PLATES AS PER PREFABRICATED

BUILDING MANUFACTURER'S DRAWINGS.

3. THE CONTRACTOR SHALL COMPARE STRUCTURAL DRAWINGS WITH PRE-FABRICATED BUILDING MANUFACTURER'S DRAWINGS AND REPORT ANY DISCREPANCY TO THE ENGINEER PRIOR TO FABRICATION OR INSTALLATION OF

STRUCTURAL MEMBERS.

4. PRE-MANUFACTURED BUILDING SHOP DRAWINGS (PLANS, DETAILS, CALCULATIONS) SHALL BEAR THE SEAL OF A

REGISTERED PROFESSIONAL ENGINEER, IN THE STATE OF TEXAS.

5. METAL BUILDING DESIGN LOADS SHALL BE AS FOLLOWS:

A. LOAD CRITERIA : SEE GENERAL NOTES

LATERAL DEFLECTION LIMIT: H/180

B. GRAVITY: ROOFLIVE LOAD: 20 psf REDUCABLE PER CODE

ROOF DEAD LOAD: STRUCTURE WEIGHT +

________ psf COLLATERAL +

MECHANICAL UNITS AS SHOWN.

DEFLECTION LIMITS: LL = L/360 *

TOTAL = L/240 *

74664

TIMOTHY EDWARD KIERSZ

REEOR

SAXETFOETATS

NIGNELANOISSEF

SNECIL

696-FD-26-P046 Exhibit J.6

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text J

2 3 4 5 6 7 8 9 10

T N

C R

O N

1 2 3 4 5 1 2

O R

TEXAS DEPARTMENT

CRIMINAL JUSTICE

ENGINEERING SERVICE

PO BOX 4011

TWO FINANCIAL PLAZA,

SUITE 400

HUNTSVILLE, TX 77340

TITLE:

M W

U N

D R

B Y:

A S

W N

SHEET OF

S-2

S #1

- B O

R O

O M

, P E

-0

B .G

O U

NEW

BOILER HOUSE

FOUNDATION

PLAN & DETAILS

-3 1-

E-

-0 1-

C O

R U

O N

-2

09 11

T D

M D

\E ng in ee rin g\

En gi ne er in g

G ro up \E

N G

\A C

Pr oj ec t D ra w in g

D at ab as e\ El lis (0

)\0

R ep la ce

B oi le rs

Bo ile r R oo m

C H

C T.

dw g

BRAND OR MANUFACTURER'S REFERENCES ARE DESCRIPTIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETED TO INCLUDE THE LANGUAGE "OR

A/E APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

WILL BE CONSIDERED, IRRESPECTIVE OF THE LANGUAGE "OR A/E APPROVED EQUAL"

APPEARING IN CONJUNCTION WITH THE BRAND OR MANUFACTURER NAME.

FOUNDATION PLAN

Scale: 1/4" = 1'-0"1

N O

1'-8" 2'-10" 12'-0" 2'-10"

17'-8"

2'-10" 12'-0" 2'-10"

3' -0

-1 0"

PROP. 8" HIGH

CONC. CURB FOR

NEW BLDG FDN,

REF. 5/S-2 PROP. PRE-ENGINEERED

METAL BUILDING

17'-4"

'-0

3" M

31'-4"

'-8

2'-0"

CLEAR.

8" M

3'-7 1/4"

CLEARANCE

3'-0 3/16"

CLEAR.

3'-1 1/2"

CLEAR.

'-5

19'-2"

TYPICAL CROSS SECTION

Scale: 1/4" = 1'-0"2

TYPICAL CROSS SECTION

Scale: 1/4" = 1'-0"3

S-2

TYPICAL BOILER CONCRETE PAD DETAIL

Scale: 1-1/2" = 1'-0"4

TYPICAL CONCRETE CURB DETAIL

Scale: 1-1/2" = 1'-0"5

3" M

9'-0"

1'-0"

8" M

. 6"

COLUMN, ANGLE, PLATE,

BOLTS AND ANCHOR BOLTS,

TYPE AND SIZE BY

MANUFACTURER

#4 'L' DOWELS

@ 12" O.C. STAGGERED,

EMBEDDED 3" INTO EXIST. SLAB

CONTINUOUS (2) #4 BARS

@ TOP AND BOTTOM,

PROVIDE ALSO (2) 'L' BARS

#4 18"x18" @ TOP AND

BOTTOM EACH CORNER

EXISTING CONCRETE

PAVEMENT

BOILER SKID BY MANUFACTURER

#3 'L' DOWELS @ 16" O.C.

@ PERIMETER OF PAD,

EMBEDDED 3" INTO EXIST. SLAB

PROVIDE #3 REBARS

@ TOP AND BOTTOM @ 16" O.C.,

BOTTOM MAT PLACED ON 1" CHAIR

6" M

EXISTING CONCRETE

PAVEMENT

PROP. PRE-ENGINEERED METAL BUILDING

(PEMB)

9'-0" 17'-0"5'-7 3/8" 7'-0 5/8"1'-0" 1'-0"3'-3 5/8"1'-0" 3'-4 3/8" 1'-0"

3" M

2'-10" 12'-0" 2'-10"

17'-8"

3'-4 3/8" 9'-0" 3'-3 5/8"

15'-8"

2'-10" 12'-0" 2'-10"

PROP. CONC. PAD,

REF. 4/S-2

PROP. 8" HIGH

CONC. CURB FOR

NEW BLDG FDN,

REF. 5/S-2

TYP.

PROVIDE GUTTER & DS

ON BOTH SIDES

'-3

5' -0

'-5

3'-4 3/8" 9'-0" 3'-3 5/8"

15'-8"

5' -0

'-0

-2

PROP. CONC. PAD,

REF. 4/S-2

1'-0"

1'-0" 36'-4"

SQUARE SAFETY BOLLARD - 4.5 x 36" N.T.S.6

BOLLARD

12" OFF

CORNER

RE: 06/S-2

BOLLARD

12" OFF

WALL

RE: 06/S-2

BOLLARD

12" OFF

CORNER

RE: 06/S-2

BOLLARD

12" OFF

WALL

RE:06/S-2

#3 #1 74664

TIMOTHY EDWARD KIERSZ

REEOR

SAXETFOETATS

NIGNELANOISSEF

SNECIL

696-FD-26-P046 Exhibit J.6

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text J

001024005 ARCH + STRUCT-COVER

Sheets and Views

COVER

01024005 ARCH + STRUCT-C-1 - SITE PLAN

Sheets and Views

C-1 - SITE PLAN

01024005 ARCH + STRUCT-E-1 - BOILER POWER PLAN

Sheets and Views

E-1 - BOILER POWER PLAN

01024005 ARCH + STRUCT-M-1 - DEMO PLAN LOW FLOOR

Sheets and Views

M-1 - DEMO PLAN LOW FLOOR

01024005 ARCH + STRUCT-M-2 - DEMO PLAN UPPER FLOOR

Sheets and Views

M-2 - DEMO PLAN UPPER FLOOR

01024005 ARCH + STRUCT-M-3 - FLOOR PLAN LOW FLOOR

Sheets and Views

M-3 - FLOOR PLAN LOW FLOOR

01024005 ARCH + STRUCT-M-4 - FLOOR PLAN UPPER FLOOR

Sheets and Views

M-4 - FLOOR PLAN UPPER FLOOR

01024005 ARCH + STRUCT-M-5 - PROP. DEAERATOR

Sheets and Views

M-5 - PROP. DEAERATOR

01024005 ARCH + STRUCT-P-1 - PLUMBING PLAN & DETAILS

Sheets and Views

P-1 - PLUMBING PLAN & DETAILS

01024005 ARCH + STRUCT-S-1 - STRUCTURAL NOTES

Sheets and Views

S-1 - STRUCTURAL NOTES

01024005 ARCH + STRUCT-S-2 - BOILER FLOOR PLAN

Sheets and Views

S-2 - BOILER FLOOR PLAN

File details come from the government source that posted it. Updated Sep 29, 2026.