Replace Boiler Burner and Controls 100.pdf

STATE VETERANS HOME

CLYDE COSPER

1A

2A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

DESIGN DEVELOPMENT

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

1201 E. 9th St., Bonham, TX 75418

549A4-22-422

Building No. 11 Project Director

1/11/2024 RM, KP MHRevisions: Date:

MENDEZNGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

REPLACE BOILER

BURNERS & CONTROLS

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BYRON A. ROWLAND

1/12/2024

VAU.S. Department of Veterans Affairs

VA - A/E DESIGN SERVICES

REPLACE BOILER BURNERS

& CONTROLS

1201 E 9TH ST.

BONHAM, TEXAS 75418

PROJECT No. 549A4-22-422

MENDEZNGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

SITE

SITE MAP

COVER SHEET

C-000

ROOM 103

ROOM 102

ROOM 103

EX. TRENCH

(1ST FL)

EX. MEZZANINE

EX. M

EZZAN

IN

E

EX.

MEZZANINE

(3RD FL)

EX. MEZZANINE BOILER

#3

(1ST FL)

BOILER

#2

(1ST FL)

BOILER

#1

(1ST FL)

KEY NOTES

CAUTION:

CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY AND

HORIZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE

ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF

THE LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING

DIGTESS @ 1-800-DIG-TESS FOR LOCATION OF ALL UTILITIES, AT LEAST 2

WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION.

TRENCH EXCAVATION SAFETY PROTECTION:

CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED

EMPLOYEE OR STRUCTURAL DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT

CONSULTANT, IF ANY, SHALL REVIEW THESE PLANS, AVAILABLE

GEOTECHNICAL INFORMATION, AND THE ANTICIPATED INSTALLATION

SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT

CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS,

PROGRAMS AND/OR PROCEDURES. THE CONTRACTOR'S

IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR PROCEDURES

SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY

PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA STANDARDS

FOR TRENCH EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR

CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OF SAFETY

CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN

ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND

ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH

EXCAVATION.

NOTES:

1. CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL PUBLIC OR PRIVATE

UTILITIES INCLUDING BUT NOT LIMITING TO: WATER, SEWER, TELEPHONE

AND FIBER OPTIC LINES, SITE LIGHTING ELECTRIC, SECONDARY ELECTRIC,

PRIMARY ELECTRICAL DUCTBANKS, LANDSCAPE IRRIGATION FACILITIES,

AND GAS LINES. ANY UTILITY CONFLICTS THAT ARISE SHOULD BE

COMMUNICATED TO THE ENGINEER IMMEDIATELY AND THE VA'S COR

WITHIN A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION.

ANY DAMAGE TO EXISTING UTILITIES SHALL BE THE SOLE RESPONSIBILITY

OF THE CONTRACTOR AND THE REPAIR SHALL BE AT THE CONTRACTOR'S

SOLE EXPENSE WHETHER THE UTILITY IS SHOWN ON THESE PLANS OR

NOT.

2. THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES, INCLUDING SERVICE

LATERALS AND DRAINAGE STRUCTURES SHOWN ON PLANS ARE

APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY THE EXACT

LOCATION AND DEPTHS OF UNDERGROUND UTILITIES AT LEAST 48 HOURS

PRIOR TO CONSTRUCTION WHETHER SHOWN ON PLANS OR NOT, AND

PROTECT THE SAME DURING CONSTRUCTION.

3. ALL ITEMS ARE TO BE FURNISHED & INSTALLED BY CONTRACTOR.

REFERENCE CONSTRUCTION DETAILS SHEETS FOR ADDITIONAL

INFORMATION.

4. LIMITS OF CONSTRUCTION ARE SHOWN ON THE COVER SHEET'S SITE MAP.

LEGEND

BUILDING OUTLINE

EXISTING TRENCH (1ST FL)

EXISTING MEZZANINE

EXISTING MEZZANINE (3RD FL)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

DESIGN DEVELOPMENT

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

1201 E. 9th St., Bonham, TX 75418

549A4-22-422

Building No. 11 Project Director

1/11/2024 RM, KP MHRevisions: Date:

MENDEZNGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

REPLACE BOILER

BURNERS & CONTROLS

Fi le

P at h:

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AM

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B oi le r B ur ne rs

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BYRON A. ROWLAND

1/12/2024

SECTION A-A

SCALE: 1" = 5'

SECTION B-B

SCALE: 1" = 5'

EXISTING MEZZANINE AND

DEMOLITION PLAN

C-100

FLOOR PLAN OF

EXISTING MEZZANINE

SCALE: 1" = 5'

IMAGE 1

N.T.S.

IMAGE 2

N.T.S.

IMAGE 3

N.T.S.

PROPOSED HSS 6"x6"x1/4" COLUMN.

PROPOSED W14"X22" BEAM.

PROPOSED W8"X10" GIRDER.

NOTE USED.

STEEL STAIRS FOR LOWERED ACCESS TO BOILER 3.

PROPOSED 1" X 1/16" GRATING.

4" X 1/4" GUARD PLATE.

PROPOSED 1 1/4" PIPE HANDRAIL TO BE INSTALLED SIMILAR TO PER

EXISTING HANDRAILS.

CONCRETE COLUMN BASE.

ROOM 102

ROOM 103

EX. TRENCH

(1ST FL)

EX. MEZZANINE

EX. M

EZZAN

IN

E

EX.

MEZZANINE

(3RD FL)

EX. MEZZANINE

PROPOSED

CATWALK

BOILER

#3

(1ST FL)

BOILER

#2

(1ST FL)

BOILER

#1

(1ST FL)

ROOM 103 10

' 11

A

A

B

B

C

C

1 1

2 2

HSS 6"x6"x1/4"

EXISTING C8"x11 1/2"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W 8" x1 0"

W14"x22"W14"x22"

W14"x22" W14"x22"

4.02' 4.02' 4.02' 4.02' 4.02' 4.02' 4.02' 4.02' 4.02' 4.02' 4.02' 4.02'

2.5' 2.12' 9.83' 2.5' 2.5' 9.83' 2.5' 2.5' 13.96'

24.12' 24.12'

48.25'

5.

CAUTION:

CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY AND

HORIZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE

ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.

THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF

THE LOCATION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR AVOIDING ALL EXISTING UTILITIES BY CALLING

DIGTESS @ 1-800-DIG-TESS FOR LOCATION OF ALL UTILITIES, AT LEAST 2

WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION.

TRENCH EXCAVATION SAFETY PROTECTION:

CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED

EMPLOYEE OR STRUCTURAL DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT

CONSULTANT, IF ANY, SHALL REVIEW THESE PLANS, AVAILABLE

GEOTECHNICAL INFORMATION, AND THE ANTICIPATED INSTALLATION

SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT

CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS,

PROGRAMS AND/OR PROCEDURES. THE CONTRACTOR'S

IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR PROCEDURES

SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY

PROTECTION THAT COMPLIES WITH, AS A MINIMUM, OSHA STANDARDS

FOR TRENCH EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR

CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OF SAFETY

CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN

ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND

ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH

EXCAVATION.

NOTES:

1. CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL PUBLIC OR PRIVATE

UTILITIES INCLUDING BUT NOT LIMITING TO: WATER, SEWER, TELEPHONE

AND FIBER OPTIC LINES, SITE LIGHTING ELECTRIC, SECONDARY ELECTRIC,

PRIMARY ELECTRICAL DUCTBANKS, LANDSCAPE IRRIGATION FACILITIES,

AND GAS LINES. ANY UTILITY CONFLICTS THAT ARISE SHOULD BE

COMMUNICATED TO THE ENGINEER IMMEDIATELY AND THE VA'S COR

WITHIN A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION.

ANY DAMAGE TO EXISTING UTILITIES SHALL BE THE SOLE RESPONSIBILITY

OF THE CONTRACTOR AND THE REPAIR SHALL BE AT THE CONTRACTOR'S

SOLE EXPENSE WHETHER THE UTILITY IS SHOWN ON THESE PLANS OR

NOT.

2. THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES, INCLUDING SERVICE

LATERALS AND DRAINAGE STRUCTURES SHOWN ON PLANS ARE

APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY THE EXACT

LOCATION AND DEPTHS OF UNDERGROUND UTILITIES AT LEAST 48 HOURS

PRIOR TO CONSTRUCTION WHETHER SHOWN ON PLANS OR NOT, AND

PROTECT THE SAME DURING CONSTRUCTION.

3. ALL ITEMS ARE TO BE FURNISHED & INSTALLED BY CONTRACTOR.

REFERENCE CONSTRUCTION DETAILS SHEETS FOR ADDITIONAL

INFORMATION.

4. LIMITS OF CONSTRUCTION ARE SHOWN ON THE COVER SHEET'S SITE MAP.

LEGEND

BUILDING OUTLINE

EXISTING TRENCH (1ST FL)

EXISTING MEZZANINE

EXISTING MEZZANINE (3RD FL)

PROPOSED CATWALK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

DESIGN DEVELOPMENT

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

1201 E. 9th St., Bonham, TX 75418

549A4-22-422

Building No. 11 Project Director

1/11/2024 RM, KP MHRevisions: Date:

MENDEZNGINEERINGE

Registration # F-14070 12950 Country Parkway, Suite 120 San Antonio, Texas 78216 Office: 210-802-0808 www.MendezEngineering.com

REPLACE BOILER

BURNERS & CONTROLS

Fi le

P at h:

/1 1/

:4

AM

G :\P ro je ct s-

\2

VA

AE

R ep la ce

B oi le r B ur ne rs

C on tro ls

\C iv il\ M

EZ

ZA

N

IN

E

SH

EE

TS

.d w g

BYRON A. ROWLAND

1/12/2024

PROPOSED FLOOR PLAN OF

EXTENDED CATWALK

SCALE: 1" = 5'

SECTION C-C

SCALE: 1" = 5'

SECTION D-D

SCALE: 1" = 5'

CATWALK EXTENSION PLAN

AND SECTION DETAILS

C-101

KEY NOTES

PROPOSED HSS 6"x6"x1/4" COLUMN.

PROPOSED W14"X22" BEAM.

PROPOSED W8"X10" GIRDER.

NOTE USED.

STEEL STAIRS FOR LOWERED ACCESS TO BOILER 3.

PROPOSED 1" X 1/16" GRATING.

4" X 1/4" GUARD PLATE.

PROPOSED 1 1/4" PIPE HANDRAIL TO BE INSTALLED SIMILAR TO PER

EXISTING HANDRAILS.

CONCRETE COLUMN BASE.

PROPOSED FRAMING PLAN

SCALE: 1" = 5'