S02_Attachment 3_Plans_829CM3018_Part2.pdf

04 22 00 CONCRETE UNIT MASONRY

A. MATERIALS:

1. MASONRY BLOCK UNITS SHALL CONFORM TO ASTM C90

MINIMUM COMPRESSIVE STRENGTH BASED ON GROSS AREA f'm = 2,000 psi

BLOCK UNITS BELOW GRADE AND ALL EXTERIOR BLOCK GRADE N-1

INTERIOR BLOCK, NOT EXPOSED TO WEATHER OR EARTH GRADE N-1 OR S-1

2. MORTAR CONFORMING TO ASTM C270 TYPE S

3. GROUT CONFORMING TO ASTM C476 2,000 psi

4. REINFORCING BAR CONFORMING TO ASTM A615 GRADE 60

C. EXECUTION:

1. VOIDS CONTAINING REINFORCING BARS SHALL BE GROUTED SOLID

2. GROUT ALL CELLS FOR A DISTANCE OF 24" BELOW AND 12" EACH SIDE OF ALL CONCENTRATED LOADS, UNLESS NOTED OTHERWISE

3. GROUT SHALL BE PLACED IN MAXIMUM LIFTS OF 4'-0" UNLESS CLEAN-OUT AND INSPECTION HOLE IS

PROVIDED AT BOTTOM OF VOID

4. CMU BELOW GRADE SHALL BE TREATED WITH BITUMINOUS WATER PROOFING AND GROUTED SOLID

5. LAP BARS A MINIMUM OF 24" OR 36 BAR DIAMETERS AT ALL SPLICES.

6. PROVIDE EXPANSION JOINTS @ A MAXIMUM SPACING OF 25'-0" OC.

7. PROVIDE HORIZONTAL BOND BEAMS W/ (2) #5 BARS CONTINUOUS AT 4'-0" O.C. TYP, TOP OF ALL WALLS

AND AT FLOOR AND ROOF LEVELS.

8. VERTICAL REINFORCEMENT SHALL BE #5 AT 32" O.C. U.N.O. AND EXTEND FOR THE FULL HEIGHT OF THE

WALL.

9. LAP ALL BOND BEAMS FOR A DISTANCE OF 4'-0" AT VERTICAL STEPS IN BOND BEAM COURSES.

10.PROVIDE DOWELS FROM THE FOUNDATION TO MATCH VERTICAL WALL REINFORCING.

11.LAP ALL SPLICES IN REINFORCING A MINIMUM OF 2'-0".

12.PROVIDE HORIZONTAL WALL REINFORCING AT 16" OC. USE PREFABRICATED CORNERS AT WALL

CORNERS AND PREFABRICATED TEES AT INTERSECTIONS. REINFORCING TO BE DUR-O-WALL (OR

EQUAL).

C. EXECUTION:

1. PROTECT LUMBER PRODUCTS FROM DAMAGE BY EXPOSURE TO WEATHER BOTH BEFORE AND

DURING CONSTRUCTION

2. INSTALL ROUGH CARPENTRY INCLUDING CANTS, PLATES, BLOCKING, FURRING, NAILERS AS

INDICATED.

3. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL POINTS OF SUPPORT.

PROVIDE APPROVED CROSS-BRIDGING BETWEEN FLOOR JOISTS AT 8'-0" O.C. (MAX.), AND

BETWEEN RAFTERS AT 10'-0" O.C. (MIN.)

4. DO NOT NOTCH, DAP, OR OTHERWISE CUT OR REDUCE FRAMING MEMBERS IN SIZE UNLESS

SPECIFICALLY DETAILED OR APPROVED.

5. PROVIDE TWO (2) STUDS MINIMUM FOR POSTS SUPPORTING BEAMS AND HEADERS

6. STUD POSTS NOTED ON PLANS ARE FOR BEARING ONLY. PROVIDE ADDITIONAL "KING STUD" AS

REQUIRED

7. POSTS AND MULTIPLE STUDS AT UPPER LEVELS SHALL HAVE MATCHING AND ALIGNED POSTS

AND MULTIPLE STUDS AT LOWER LEVELS UNLESS OTHERWISE NOTED. TIGHT FITTING, SOLID

BLOCKING SHALL BE PROVIDED BETWEEN LEVELS UNDER ALL SUCH POSTS AND MULTIPLE

STUDS. BLOCKING SHALL EQUAL AREA OF POST ABOVE AND BELOW AND ALIGNED VERTICALLY

8. CROSS BRACING REQUIRED AT MID SPAN OF JOISTS IF CEILING DRYWALL IS NOT DIRECTLY

APPLIED TO UNDERSIDE OF JOISTS

9. DETAIL AND INSTALL ENGINEERED LUMBER PRODUCTS (I-JOISTS, LVL, LSL, PSL, ETC.) PER

MANUFACTURER SPECIFICATIONS

10. REFER TO MANUFACTURER'S SPECIFICATIONS FOR BRIDGING AND BLOCKING REQUIREMENTS IF

CEILING DRYWALL IS NOT DIRECTLY APPLIED TO UNDERSIDE OF ENGINEERED JOISTS

11. TRUSS DETAILS AND CONNECTIONS SHALL BE PER THE TRUSS MANUFACTURER'S DRAWINGS.

AES GROUP, INC. MUST REVIEW ALL TRUSS LAYOUTS AND PROFILES AND BE ADVISED OF ANY

CHANGES MADE BY THE MANUFACTURER.

12. PROVIDE MINIMUM NAILING AS SPECIFIED BY IBC TABLE 2304.9.1 UNLESS NOTED OTHERWISE ON

PLANS OR DETAILS.

13. PRE-DRILL HOLES FOR NAILS LARGER THAN 16d OR WHERE DRIVING CAUSES SPLITTING.

14. BOLT HOLES IN WOOD SHALL BE 1/16-INCH MAXIMUM LARGER THAN THE BOLT SIZE. PLACE

WASHERS UNDER ALL NUTS, BOLT HEADS AND LAG SCREWS

15. INSTALL METAL CONNECTOR PER MANUFACTURER'S RECOMMENDATIONS

16. ROOF CONSTRUCTION (UNLESS NOTED OTHERWISE):

· SHEATH ROOFS 1/2" APA RATED SHEATHING 32/16 RATING, EXPOSURE

· PLACE ALL SHEATHING WITH LONG EDGE PERPENDICULAR TO RAFTERS AND STAGGER END

JOINTS.

· JOINTS IN LUMBER SHEATHING SHALL OCCUR OVER SUPPORTS UNLESS APPROVED

· NAIL SHEATHING WITH 8d NAILS @ 6"OC AT PANEL PERIMETER AND 12" OC IN FIELD. STAGGER

FASTENERS AT ADJOINING EDGES.

· PLACE SOLID BLOCKING BETWEEN RAFTERS AND LOOKOUTS AT ALL BEARING LOCATIONS.

· PLACE WIND ANCHORS AT ALL RAFTER TO STUD WALL CONNECTIONS.

06 10 00 ROUGH CARPENTRY

CONCRETE

STRENGTH 4000 PSI

SPLICE

CLASS

BAR

SIZE

TOP

BARS

OTHER

BARS

A B

#3

A B

#4

A B

#5

A B

#6

A B

#7

A B

#8

A B

#9

A B

#10

A B

#11

NOTES:

1. UNLESS NOTED OTHERWISE ON THE

CONTRACT DRAWINGS, USE THE MINIMUM

LENGTH FOR A CLASS B LAP SPLICE OR THE

MINIMUM DEVELOPMENT LENGTH INDICATED IN

THE TABLES ABOVE MULTIPLIED BY THE

APPLICABLE FACTORS.

2. STAGGER SPLICES A MINIMUM OF 36 INCHES.

3. WHERE LIGHTWEIGHT CONCRETE IS USED,

MULTIPLY TABULATED VALUES BY 1.3.

4. CLEAR SPACING OF BARS OR WIRES BEING

SPLICED SHALL NOT BE LESS THAN 2 TIMES THE

BAR DIAMETER AND CLEAR COVER SHALL NOT BE

LESS THAN ONE BAR DIAMETER. WHERE MINIMUM

COVER OR SPACING IS NOT PROVIDED, THE

TABULATED VALUES SHALL BE MULTIPLIED BY 1.5.

5. TOP BARS ARE HORIZONTAL BARS WITH MORE

THAN 12 INCHES OF COVER BELOW THE BOTTOM

OF THE BAR.

MASONRY LAP SPLICE

SCHEDULE

BAR

SIZE LAP LENGTH

#3

#4

#5

#6

#7

NOTES:

1. VALUES APPLY TO MASONRY STRENGTH OF 2000 PSI

2. LAP LENGTHS GIVEN ARE IN INCHES

3. REFER TO ACI 530 FOR ADDITIONAL REQUIREMENTS

#8

#9

CAST IN PLACE CONCRETE

LAP SPLICE SCHEDULE

A. REFERENCED STANDARDS:

1. AMERICAN WOOD COUNCIL - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION -

2009 EDITION (NDS).

2. AMERICAN PLYWOOD ASSOCIATION

3. AITC PRODUCT STANDARD PS 66-82

4. ASTM D3737, STRESSES FOR STRUCTURAL GLUE LAMINATED TIMBER

5. ASTM D1760, PRESSURE TREATED TIMBER

6. AMERICAN SOFTWOOD LUMBER VOLUNTARY STANDARD PS 20-10

7. APA PS1, CONSTRUCTION AND INDUSTRIAL PLYWOOD

8. APA PS2, PERFORMANCE STANDARD FOR WOOD BASED STRUCTURAL PANEL

B. MATERIALS:

1. 2"-4" NOMINAL WIDTH DIMENSIONAL LUMBER HEM FIR #2 Fb = 850 PSI

2. 5" NOMINAL AND WIDER TIMBERS DOUG FIR #1 Fb = 1,200 PSI

3. LAMINATED VENEER LUMBER (ASTM D2559) Fb = 2600 PSI

Fv = 285 PSI

E = 1,900,000 PSI

4. NAILS ASTM F1667

5. BOLTS AND SCREWS ANSI/B 18

6. BOLTS ASTM A307 - BOLTS

7. LUMBER SHALL CONFORM TO PS 20-10 WITH MOISTURE CONTENT LESS THAN 19% WHEN

DELIVERED TO JOB

8. LUMBER IN DIRECT CONTACT WITH CONCRETE, ROOF OR SUBJECT TO MOISTURE SHALL BE

PRESSURE TREATED PER AWPA STANDARD.

9. PLYWOOD OR O.S.B. EQUIVALENT SHALL CONFORM TO THE CURRENT APA PRODUCT STANDARD

BE; 5-PLY, STRUCTURAL II, CD, CC, OR OSB AND SHALL BE GRADE MARKED.

10. WOOD STRUCTURAL PANEL SHALL BE IDENTIFIED BY A REGISTERED STAMP OF THE AMERICAN

PLYWOOD ASSOCIATION, AND INCLUDES VENEER PLYWOOD, AND MATFORMED PANELS SUCH

AS ORIENTED STRAND BOARD (OSB) AND WAFERBOARD.

11. NAILS SHALL BE COMMON NAILS. OTHER NAIL TYPES MAY BE USED ONLY AFTER CONTACTING

THIS OFFICE FOR SIZES AND SPACING

12. PROVIDE SIMPSON STRONG-TIE (GALVANIZED) OR EQUAL FOR ALL INDICATED METAL

CONNECTORS

CAST-IN-PLACE CONCRETE:

A. REFERENCED STANDARDS:

1. ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

B. MATERIALS:

1. CONCRETE 28-DAY MINIMUM COMPRESSIVE STRENGTH:

PIER CAPS, FOUNDATION WALLS & GRADE BEAMS 4000 PSI

2. STEEL REINFORCING BARS ASTM A615, GRADE 60

3. GROUT, HIGH STRENGTH/LOW SHRINK DRY-PACK

MINIMUM COMPRESSIVE STRENGTH 5,000 PSI

C. EXECUTION:

1. CONCRETE SHALL BE NORMAL WEIGHT (UNLESS NOTED OTHERWISE)

2. CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED

3. CONCRETE SHALL BE PROPORTIONED, MIXED AND PLACED UNDER THE

SUPERVISION OF QUALIFIED PERSONNEL

4. ADMIXTURES CONTAINING CHLORIDE SALTS SHALL NOT BE USED

5. DETAIL REINFORCING BARS IN ACCORDANCE WITH ACI DETAILING MANUAL AND

ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE

6. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT

POSITIONS SHOWN ON THE PLANS

7. MAKE ALL BARS CONTINUOUS AROUND CORNERS AND ACROSS STEP-DOWNS. LAP

BARS A MINIMUM OF 18" AT ALL SPLICES.

8. CONTINUOUS BARS IN WALLS, BEAMS AND GRADE BEAMS SHALL BE SPLICED AS

FOLLOWS:

· TOP BARS - AT MID-SPAN

· BOTTOM BARS - OVER SUPPORT

10. COLD WEATHER PROCEDURES FOR CONCRETE SHALL BE PROVIDED AS

RECOMMENDED IN THE ACI MANUAL OF CONCRETE PRACTICE.

11. CONCRETE COVERAGE FOR REINFORCING STEEL SHALL BE AS FOLLOWS:

· CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH - 3"

· CONCRETE EXPOSED TO EARTH OR WEATHER:

#5 BAR & SMALLER - 1 1/2"

#6 BAR & BIGGER - 2"

13. EXPANSION BOLTS SHALL BE LOCATED AT A MINIMUM OF 6 BOLT DIAMETERS

FROM CONCRETE EDGE AND SPACED AT A MINIMUM OF 10 BOLT DIAMETERS

UNLESS NOTED OTHERWISE.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

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21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

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GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050

STRUCTURAL GENERAL NOTES,

SYMBOLS, AND ABBRVATIONS

SI001

MALND

GENERAL NOTES

(AS APPLICABLE TO EACH PHASE OF CONSTRUCTION, UNLESS

NOTED OTHERWISE ON PLANS)

A. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS.

B. DO NOT REPRODUCE CONTRACT DOCUMENTS OR COPY STANDARD PRINTED

INFORMATION AS BASIS OF SHOP DRAWINGS

C. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION PRACTICES INCLUDING

TECHNIQUES, PROCEDURES, AND THE SEQUENCE OF CONSTRUCTION. CONTRACTOR

SHALL NOTIFY COR IF A CONFLICT ARISES DUE TO VARIATIONS OR OTHER PROBLEMS

WITH THE CONSTRUCTION DOCUMENTS

D. OBSERVATIONS OF JOBSITE OTHER THAN REQUIRED INSPECTIONS BY ENGINEER ARE

NOT CONSTRUCTION APPROVALS

E. STRUCTURAL ENGINEER MUST BE NOTIFIED AT LEAST 72 HOURS PRIOR TO ANY

REQUIRED CONSTRUCTION OBSERVATION.

DESIGN CRITERIA

A. SCOPE: THIS SPECIFICATION OUTLINES THE STRUCTURAL DESIGN CRITERIA FOR THE

INSTALLATION OF THE RESTROOM BUILDING FOR THE BATON ROUGE NATIONAL

CEMETERY. WHEN A DIFFERENCE EXISTS BETWEEN THIS SPECIFICATION AND ANY

OTHER GOVERNING CODE, THE MORE STRINGENT SHALL CONTROL. ANY OTHER ITEMS

NOT COVERED THEREIN SHALL BE COMMENSURATE WITH GOOD ENGINEERING

PRACTICE.

B. APPLICABLE CODES AND STANDARDS:

1. INTERNATIONAL BUILDING CODE - 2018 EDITION

2. AMERICAN SOCIETY OF CIVIL ENGINEERS - ASCE 7-16

3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL OF STEEL

CONSTRUCTION - 15TH EDITION

4. AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE - ACI 318-19

5. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION

C. BUILDING RISK CATEGORY: II

D. DESIGN LOADS:

1. DEAD LOADS

a. NORMAL WEIGHT CONCRETE: 150 PCF

b. ROOF DEAD LOAD: 15 PSF

2. ROOF LIVE LOAD

a. LIGHT DUTY CONSTRUCTION 25 PSF

3. SNOW LOADS: 0 PSF

4. WIND LOADS: 124 MPH

5. SEISMIC DESIGN CRITERIA:

a. SOIL CLASSIFICATION: D

b. SEISMIC USE CATEGORY I

c. SEISMIC IMPORTANCE FACTOR Ie 1.00

d. MAPPED SEISMIC RESPONSE ACCELERATIONS

Ss .088 S1 .057

e. SPECTRAL RESPONSE COEFFICIENTS Sds .094 Sd1 .091

f. SEISMIC DESIGN CATEGORY: B

g. MAXIMUM STORY DRIFT: .84"

STRUCTURAL ABBREVIATIONS

ARCH ARCHITECTURE / ARCHITECTURAL

B.O. BOTTOM OF

CLR CLEAR SPACING

CMU CONCRETE MASONRY UNIT

COR CONTRACTING OFFICER'S REPRESENTATIVE

(E) EXISTING

FT FEET

HSS HOLLOW STEEL SECTION

IN INCH

LBS POUNDS

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LVL LAMINATED VENEER LUMBER

MAX MAXIMUM

MIN MINIMUM

MPH MILES PER HOUR

(N) NEW

NTS NOT TO SCALE

O.C. ON CENTER

PCF POUNDS PER CUBIC FOOT

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

T.O. TOP OF

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VA US DEPARTMENT OF VETERANS AFFAIRS

5/5/2022 ndas Nan_PE signed

#3 - 18" O.C. BOTH WAYS

8" 5'

-4

/4

8"

8" 9'-6" 8"

'-0

/8

5'

-5

/4

4"

9'-1 1/2" 9'-1 1/2" 9'-1 1/2"

4"

28'-0 3/8"

SE501

SE501

#3 - 18" O.C. BOTH WAYS

4" 4"

TYP.

SE501

SE501

SE501

7'-8 3/8" 9'-6"

5' -4

/4

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

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GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050

STRUCTURAL FOUNDATION PLANSTRUCTURAL FOUNDATION PLAN

SE101

MALND

SHEET NOTES:

1. SLOPE SLAB .25" PER 1' MAX TOWARD FLOOR DRAINS.

SYMBOLS:

FLOOR DRAIN

SCALE:1 STRUCTURAL FOUNDATION PLAN

1/2" = 1'-0"

0'

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

4'2'1'N

KEY NOTES:

1. SAW CUT 1/4" CONTROL JOINTS

1 1 1 1

5/5/2022

RIDGE LINE

PITCH CHANGE

8:

8:

3:

3"

Ø STD. P

IPE

3"

Ø STD. P

IPE

3"

Ø STD. P

IPE

3"

Ø STD. P

IPE

(2) 1 3/4" x 9 1/2" LVL

(3 )1

/4

" x

/2

" L

VL

2x

2x

SE501

(2) 1 3/4" x 9 1/2" LVL (2) 1 3/4" x 9 1/2" LVL

(3 )1

/4

" x

/2

" L

VL

9'-5 1/4" 9'-1 1/2" 9'-5 1/4"

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

Fil e P ath : P

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2.D W

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GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050

STRUCTURAL FRAMING PLAN

SE102

MALND

SHEET NOTES:

1. ROOF DECK IS 23/32" PLYWOOD.

2. ATTACH 2x6 TOP PLATE WITH 5/8" DIA ANCHOR BOLTS

EMBEDDED 4", SPACED 24" O.C.

3. TYPICAL CONCRETE MASONRY WALL CONSTRUCTION:

8" NOMINAL NORMAL WEIGHT CMU REINFORCED WITH

#5 @ 48" O.C. BOND BEAMS AT TOP AND BOTTOM OF

WALL AS WELL AS 48" O.C.

KEY NOTES:

1. PRE-ENGINEERED ROOF TRUSSES, 24" O.C. MAX

2. GABLE FRAME OF 2x6 STUDS OVER CMU BEARING

WALL, SISTER TRUSS ON INTERIOR.

3. CONTROL JOINT IN CMU

SCALE:1 STRUCTURAL FRAMING PLAN

1/2" = 1'-0"

0'

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

4'2'1'N

3' -0

3'

-0

3 3

3 3

6' -0

5/5/2022

SE501

10'-8"

'-8

6' -1

0"

5'-4" 5'-4"

6' -1

0"

N

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

Fil e P ath : P

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E

NC

LO

SU

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GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050

SCALE:1 TRASH ENCLOSURE

1/2" = 1'-0"

SHEET NOTES:

1. SLOPE SLAB TOWARD TRASH ENCLOSURE DOORS, RE:

CIVIL.

1' -3

/8

'-0

/4

1' -3

/8

SE501

0'

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

4'2'1'

TRASH ENCLOSURE

SE103

MALND

KEY NOTES:

1. SAW CUT 1/4" CONTROL JOINTS

5/5/2022

#4 SPACED 5" O.C. (MAX.)

5"

GRADE

5" SLAB ON GRADE

1'-6"

1' -0

NATURAL SOILS OR NEWLY PLACED FILL COMPACTED

TO AT LEAST 95% MAXIMUM DRY DENSITY AS OBTAINED

BY THE STANDARD PROCTOR METHOD (ASTM D-698)

4" OF 3/4" TO 1" WASHED AND SCREENED GRAVEL

INTERIOR EXTERIOR

15 MIL POLY VAPOR

BARRIER

NATURAL SOILS OR NEWLY PLACED FILL COMPACTED

TO AT LEAST 95% MAXIMUM DRY DENSITY AS OBTAINED

BY THE STANDARD PROCTOR METHOD (ASTM D-698)

4" OF 3/4" TO 1" WASHED AND SCREENED GRAVEL

5" CONCRETE SLAB

GROUT SOLID FIRST COURSE

1'-4"

FOAM BACKER ROD AND

SEALANT

PREFORMED CONTROL

JOINT

SOLID GROUTED CELL W/

#5 VERT EACH SIDE OF

CONTROL JOINT

HORIZONTAL

REINFORCEMENT,

TERMINATE 2" FROM

CONTROL JOINT

NOTE:

1. DEPTH OF CAULKING IS HALF OF THE WIDTH OF JOINT

2. CONTROL JOINT WIDTH IS 1/4"

3" C

LR

1/2" EXPANSION JOINT MATERIAL

#5 DOWEL 48" O.C.

#5 @ 12" O.C.

(2) #5 CONT. IN BOTTOM OF FOOTING

COMMERCIALLY AVAILABLE

CONCEALED FLANGE

FACE-MOUNT HANGER

2x BEAM TO SUPPORT

ARCHITECTURAL

WRAP, RE: PLAN

5/32"

BOTH SIDES

PIPE 3 STD. COLUMN

PL 1/4"x4-1/4"x6" CAP PLATE

CCOS3.62 SADDLE BRACKET

OR APPROVED EQUAL,

ATTACHED PER

MANUFACTURER'S

INSTRUCTIONS

1/8"

SE501

BEAM, RE: PLAN

BEAM, RE: PLAN

PIPE 3 STD. COLUMN

CCOS3.62 SADDLE BRACKET

OR APPROVED EQUAL,

ATTACHED PER

MANUFACTURER'S

INSTRUCTIONS

8" MAX

5" MIN

NATURAL SOILS OR NEWLY PLACED FILL COMPACTED

TO AT LEAST 95% MAXIMUM DRY DENSITY AS OBTAINED

BY THE STANDARD PROCTOR METHOD (ASTM D-698)

FOOTING INTERRUPT, LOOSELY

BACKFILL WITH SOIL

FIRST COURSE BOND BEAM

3" CLR

ADDITIONAL VERTICAL REINFORCEMENT IN CELLS

ADJACENT TO FOOTING

NOTE: GROUT SOLID AND PROVIDE VERTICAL

REINFORCEMENT AT CELL NEAREST TO FOOTING BREAK

WHERE ADEQUATE CLEARANCE CAN BE PROVIDED

3" MIN CLR

VERTICAL

REINFORCEMENT

48" O.C. TYP.

1'-0"

1' -0

6"

3" C

LR

#5 DOWEL 48" O.C.

1/2" EXPANSION JOINT MATERIAL

CONCRETE PAVEMENT, RE: CIVIL

#3 BOTH WAYS, TURN DOWN

AT THICKENED EDGE

(2) #5 CONT. AT BOTTOM OF

THICKENED EDGE

1/2" (3)

24"

1/2" J-BOLT, ENCLOSE VERTICAL REINFORCEMENT

C6x8.2 A36 STEEL

SE501

GATE AND ATTACHMENT, RE: ARCH

6" 9"

2' -0

2'

-0

9"

1/2" J-BOLT, ENCLOSE VERTICAL REINFORCEMENT

C6x8.2 A36 STEEL

VERTICAL REINFORCEMENT

MASONRY TOP CAP, RE: ARCH

NOTE:

GATE NOT SHOWN FOR CLARITY

THICKENED SLAB EDGE

1'-6"

1' -0

NATURAL SOILS OR NEWLY PLACED FILL COMPACTED

TO AT LEAST 95% MAXIMUM DRY DENSITY AS OBTAINED

BY THE STANDARD PROCTOR METHOD (ASTM D-698)

3" C

LR

1/2" EXPANSION JOINT MATERIAL

4" OF 3/4" TO 1" WASHED AND SCREENED GRAVEL

#3 BOTH WAYS

INTERIOR EXTERIOR

5" CONCRETE

EQUIPMENT PAD

1'-0" MIN

CONDENSER UNIT,

RE: MECH

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

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GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050

STRUCTURAL DETAILS

SE501

MALND

SCALE:1 WALL FOOTING

1" = 1'-0" SCALE:2 COLUMN FOOTING

1" = 1'-0"

0'

SCALE: 1" = 1'-0"

2'1'

SCALE:3 MASONRY CONTROL JOINT

1" = 1'-0"

SCALE:5 TOP OF COLUMN CONNECTION

3" = 1'-0" SCALE:6 SECTION - TOP OF COLUMN CONNECTION

3" = 1'-0" SCALE:7 FOOTING INTERRUPT

1" = 1'-0"

SCALE:4 TRASH ENCLOSURE THICKENED EDGE

1" = 1'-0"

SCALE: 3" = 1'-0"

1'6"0'

6' -0

SCALE:8 GATE ANCHORAGE

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

SCALE:9 SECTION - GATE ANCHORAGE

1" = 1'-0"

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

0' 2'1'

SCALE:10 EQUIPMENT PAD

1" = 1'-0"

5/5/2022

ABBREVIATIONS

AHU AIR-HANDLING UNIT

APD AIR PRESSURE DROP

ASHP AIR SOURCE HEAT PUMP

BD BUTTERFLY DAMPER

BDD BACKDRAFT DAMPER

BFP BACKFLOW PREVENTER

BOD BASIS OF DESIGN

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C CENTIGRADE (CELSIUS)

CD CEILING DIFFUSER

CFM CUBIC FEET PER MINUTE

CH CHILLER

CM CARBON MONOXIDE

CO CLEAN OUT

CO2 CARBON DIOXIDE

COMP COMPRESSOR UNIT

COP COEFFICIENT OF PERFORMANCE

CR CEILING REGISTER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

D DAMPER - AUTOMATIC

D-1 OUTDOOR AIR DAMPER

D-2 RETURN AIR DAMPER

D-3 RELIEF AIR DAMPER

DB DECIBELS

Db DRY-BULB TEMPERATURE

DDC DIRECT DIGITAL CONTROLS

DEG DEGREE

DF DIFFUSER

DIA DIAMETER

DX DIRECT EXPANSION

DXCC DIRECT EXPANSION COOLING COIL

DT DUCT TEMPERATURE

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EG EXHAUST GRILLE

ER EXHAUST REGISTER

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

EUH ELECTRIC UNIT HEATER

EWT ENTERING WATER TEMPERATURE

F FAHRENHEIT

F/SDPR COMBINATION FIRE SMOKE DAMPER

FA FREE AREA

FC FLEXIBLE CONNECTION

FD FLOOR DRAIN

FPM FEET PER MINUTE

FPS FEET PER SECOND

FSTAT FREEZESTAT

FT FEET

FV FACE VELOCITY

GA GAUGE

GAL GALLONS

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

HAC HOUSEKEEPING AID CLOSET

HB HOSE BIBB

HP HEAT PUMP

HSTAT HUMIDISTAT

I/O INPUT/OUTPUT

IAQ INDOOR AIR QUALITY

ID INDOOR UNIT (SPLIT SYSTEM)

IN WC INCH WATER COLUMN

IN WG INCH WATER GAUGE

kg KILOGRAM kg/HR KILOGRAM PER HOUR kPa KILOPASCAL kW KILOWATT kWh KILOWATT HOUR

L LITER

L/h LITERS PER HOUR L/m LITERS PER MINUTE L/s LITERS PER SECOND

LAT LEAVING AIR TEMPERATURE

LPG LIQUID PROPANE GAS

LSD LINEAR SLOT DIFFUSER

LVR LOUVER

M METER, SI UNIT

M/s METERS PER SECOND

MAU MAKE-UP AIR UNIT

MBH 1000 BTUH

MERV MINIMUM EFFICIENCY REPORTING

VALUE

MM MILLIMETER

MS JANITORIAL MOP SINK

MVD MANUAL VOLUME DAMPER

NA NOT APPLICABLE

NG NATURAL GAS

NGFM NATURAL GAS FLOWMETER

NPSH NET POSITIVE SUCTION HEAD

NTS NOT TO SCALE

OA OUTSIDE AIR

OAG OUTSIDE AIR GRILLE

OAI OUTSIDE AIR INTAKE

PSI POUNDS PER SQUARE INCH

R/E RETURN OR EXHAUST

RA RETURN AIR

RAT RETURN AIR TEMPERATURE

REA RELIEF AIR

RH RELATIVE HUMIDITY

RL REFRIGERANT LIQUID LINE

RPM REVOLUTIONS PER MINUTE

RR RETURN REGISTER

RS REFRIGERANT SUCTION LINE

SA SUPPLY AIR

SAT SUPPLY AIR TEMPERATURE

SC SERVICE CLEARANCE

SD SMOKE DETECTOR

SD SUPPLY AIR DIFFUSER

SDPR SMOKE DAMPER

SG SUPPLY AIR GRILLE

SP STATIC PRESSURE

SP GR SPECIFIC GRAVITY

SPS STATIC PRESSURE SENSOR

SR SUPPLY AIR REGISTER

SS STAINLESS STEEL

SU SPLIT UNIT

T & PCV TEMPERATURE AND PRESSURE

CONTROL VALVE

TAB TESTING, ADJUSTING, BALANCE

TDH TOTAL DYNAMIC HEAD

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

UC UNIT COOLER

UH UNIT HEATER

VD VOLUME DAMPER (MANUAL OPPOSED

BLADE)

VFD VARIABLE FREQUENCY DRIVE

W WATTS

Wb WET-BULB (TEMPERATURE)

WFM WATER FLOWMETER

YR YEAR

DRAWING SYMBOLS

DUCTWORK SYMBOLS

DN

DN

UP

UP

SUPPLY DUCT (UP & DOWN)

EXHAUST DUCT (UP & DOWN)

ROUND AND SQUARE 4-WAY CEILING DIFFUSERS

D

INCLINED RISE, IN DIRECTION OF AIR FLOW

INCLINED DROP, IN DIRECTION OF AIR FLOW

R

DNUP RETURN DUCT (UP & DOWN)

LINEAR SLOT DIFFUSER

10x8

VANED ELBOW (PROVIDE ALL SQUARE OR

RECTANGULAR ELBOWS WITH VANES EVEN IF

SYMBOL IS MISSING)

VANED ELBOW (SHORT RADIUS)

STANDARD RADIUS ELBOW (LONG RADIUS)

NEW DUCT (INSIDE DIMENSIONS: WIDTH x DEPTH)

EXISTING DUCT TO REMAIN

LOUVER (LOUVER SPECIFIED IN ARCHITECTURAL

FIRE DAMPER

FD

VD

FLEXIBLE DUCTWORK (INSULATED)

MANUAL VOLUME DAMPER

BACK DRAFT DAMPER

BDD

SECTION.)

MECHANICAL PIPING SYMBOLS

REFRIGERANT LIQUID

DESIGN CONDITIONS

ROOM DESCRIPTION

INDOOR OUTDOOR

OCCUPIED HOURS

SUMMER WINTER DEHUMIDIFICATION

SUMMER WINTER

°F Db % RH °F Db 0.4% °F Db 0.4% °F Wb 99.6% °F Db 0.4% MCDB 0.4% DP

TOILET ROOMS / JANITOR CLOSET 75 +/- 2 20-60 70 +/- 2 96.9 84.0 20.4 86.1 82.2

1. ALL ITEMS THAT REQUIRE ACCESS, SUCH AS FOR OPERATING,

CLEANING, SERVICING, MAINTENANCE, AND CALIBRATION, SHALL

BE EASILY AND SAFELY ACCESSIBLE BY PERSONS STANDING AT

FLOOR LEVEL, OR STANDING ON PERMANENT PLATFORMS,

WITHOUT THE USE OF PORTABLE LADDERS. EXAMPLES OF THESE

ITEMS INCLUDE, BUT ARE NOT LIMITED TO: ALL TYPES OF VALVES,

FILTERS AND STRAINERS, TRANSMITTERS, AND CONTROL DEVICES.

PRIOR TO COMMENCING INSTALLATION WORK, REFER CONFLICTS

BETWEEN THIS REQUIREMENT AND CONTRACT DOCUMENTS TO

COR FOR RESOLUTIONS.

2. CONSTRUCTION WORK SHALL NOT START ON ANY SYSTEM UNTIL

THE LAYOUT DRAWINGS HAVE BEEN APPROVED BY COR.

3. DEMOLITION IN EXISTING MAINTENANCE BUILDING/RESTROOM

WILL CONSIST OF DEMOLISHING ALL EXISTING HVAC EQUIPMENT

INCLUDING EXHAUST FAN. REPAIR ANY NEW OPENING IN THE

WALL, FLOOR OR CEILING TO MATCH EXISTING.

4. COORDINATE ALL DEMOLITION WITH COR PRIOR TO BEGINNING

WORK. IDENTIFY COMPLEXITY OF ITEMS TO BE REMOVED,

ROUTING OF NEW PIPING AND ANY NECESSARY REROUTING OF

EXISTING PIPING REQUIRED. IDENTIFY DEMOLISHED ITEMS TO BE

SALVAGED. CONTRACTOR TO TURN OVER ANY SALVAGED ITEMS

TO THE GOVERNMENT.

5. ACCESS PANELS IN HARD SUSPENDED CEILINGS ARE REQUIRED

FOR ALL VALVES, TRAPS, DAMPERS, CLEANOUTS, CONTROLS, ETC.

ACCESS PANELS SHALL BE FURNISHED AND INSTALLED PER THE

ARCHITECTURAL SPECIFICATIONS.

6. FOR TYPICAL WATER PIPING CONNECTIONS TO EQUIPMENT, SEE

STANDARD EQUIPMENT DETAILS.

7. HANGARS SHALL BE ISOLATED BY TYPES OF ITEMS THEY

SUPPORT. DUCTS INDEPENDENT FROM PIPES, CABLE TRAYS, ETC.

8. COORDINATE WITH COR WORK TO BE COMPLETED ON WEEKENDS

OR AFTER HOURS.

9. COORDINATE ALL PIPE ROUTING AND ELEVATIONS WITH OTHER

TRADES IN ADVANCE OF INSTALLATION.

10. ALL VALVES TO BE INSTALLED ARE TO BE ACCESSIBLE. PROVIDE

ACCESS PANELS AS REQUIRED.

11. DIELECTRIC UNIONS ARE REQUIRED AT CONNECTIONS BETWEEN

ALL DISSIMILAR METALS.

12. DIFFUSER, REGISTER AND GRILLE SIZES SHOWN ON PLANS ARE

NECK SIZES.

13. WATER PIPE CONNECTIONS TO AIR HEATING AND COOLING COILS

SHALL BE MADE TO PROVIDE COUNTER FLOW BETWEEN WATER

AND AIR.

14. WALL TYPE CONNECTIONS TO AIR HEATING AND COOLING COILS

SHALL BE MADE TO PROVIDE COUNTER FLOW BETWEEN WATER

AND AIR.

15. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT

LOCATIONS OF CEILING DIFFUSERS, REGISTERS, GRILLES AND

EXTERIOR PENETRATIONS.

GENERAL NOTES

REFRIGERANT SUCTION

AUTOMATIC CONTROL DAMPER MODULATING

AUTOMATIC CONTROL DAMPER TWO POSITION

DUCT MOUNTED COIL (ELECTRIC)

DIRECTION OF AIRFLOW

EXHAUST DUCT

MH501

EF-4

DETAIL NUMBER

TYPICAL UNIT NO.

SUPPLY FAN NO. 4

EQUIPMENT ABBREVIATION (EXHAUST FAN)

DRAWING NUMBER WHERE DRAWN

MECHANICAL GENERAL NOTES

SYMBOLS, AND ABBREVIATIONS

MI001

LSCDL

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

Fil e P ath : P

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D1 -2

3 B

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MI

1.D W

G

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050 clong Stamp clong Typewritten Text 5/5/2022 clong Typewritten Text

EXHAUST FAN SCHEDULE

TAG NAME LOCATION

FAN ELECTRICAL WEIGHT NOISE

NOTES

CFM RPM SP

(IN. WG) AMPS VOLT PHASE HZ LBS SONES

EF-1 EXHAUST FAN TOILET RM. 100 80 1094 0.1 0.15 120 1 60 9.5 0.8 1, 2, 3

EF-2 EXHAUST FAN TOILET RM. 102 80 1094 0.1 0.15 120 1 60 9.5 0.8 1, 2, 3

EF-3 EXHAUST FAN JANITOR CLOSET RM. 101 80 1094 0.1 0.15 120 1 60 9.5 0.8 1, 2, 3

NOTES:

1.) INTERLOCK WITH OCCUPANCY SENSOR/ LIGHT SWITCH. SEE ELECTRICAL SHEETS.

2.) BASIS OF DESIGN PANASONIC MODEL FV-0511VF1

3.) PROVIDE GRAVITY BACKDRAFT DAMPER AT FAN OUTLET.

EF-2

3"ø

EWH-1

CU-1

3"ø EA 3"ø EA

3"ø EA

EF-3

3"ø

EF-1

3"ø

6"ø EA UP TO ROOF VENTS.C.

6" ø

EA

B.D.D.

R L R L R L R S R S R S

6 6

IDU-1 IDU-2IDU-3

SPLIT SYSTEM AIR COOLED CONDENSING UNIT SCHEDULE - OUTDOOR UNIT

MARK LOCATION CORRESPONDING

INDOOR UNITS FAMILY REFRIG.

COOLING

CAPACITY

HEATING

CAPACITY MIN

SEER

COMPRESSOR MOTOR WEIGHT

REMARKS

MBH MBH MCA MOP PHASE VOLT LBS

CU-1 EXTERIOR IDU-1, IDU-2, IDU-3 DUCTLESS MINISPLIT CU R410A 36 42 18.3 29.0 44 1 208 271 1, 2, 3, 4

NOTES:

1.) BASIS OF DESIGN TRANE MODEL TUMYP0361AK43(N/B)A

2.) UL-RATED STARTERS SHALL BE FURNISHED BY MANUFACTURER OF EQUIPMENT.

3.) SECURE TO CONCRETE EQUIPMENT PAD WITH STAINLESS FASTENERS.

4.) OUTDOOR CONDENSING UNIT SERVES ALL INDOOR UNITS LISTED IN SCHEDULE.

SPLIT SYSTEM AIR CONDITIONER SCHEDULE - INDOOR UNITS

MARK LOCATION

ROOM

SERVED

FAMILY

CORRESPONDING

OUTDOOR UNIT

COOLING

CAPACITY

HEATING

CAPACITY

SUPPLY FAN DATA MOTOR WEIGHT

REMARKS

BTUH BTUH NOM. CFM MAX. CFM FLA MCA MOCP VOLT PHASE LBS

IDU-1 TOILET

ROOM 100 MINISPLIT AHU

CU-1

12,000 13,500 200 300 0.19 0.24 15 208 1 24.5 1, 2, 3

IDU-2 TOILET

ROOM 102 MINISPLIT AHU 12,000 13,500 200 300 0.19 0.24 15 208 1 24.5 1, 2, 3

IDU-3 JANITOR

CLOSET 101 MINISPLIT AHU 12,000 13,500 200 300 0.19 0.24 15 208 1 24.5 1, 2, 3

NOTES:

1.) BASIS OF DESIGN TRANE MODEL TPKFYP012LM140A

2.) INCLUDE LOW AMBIENT TEMP HEATING OPTION.

3.) PROVIDE FACTORY ELECTRONIC THERMOSTAT IN JANITOR CLOSET RM. 101 TO CONTROL ALL INDOOR UNITS. DURING OCCUPIED HOURS (9AM TO 5PM); COOL TO 75 F AND HEAT TO 70 F. DURING

NON-OCCUPIED HOURS (5PM TO 9AM); COOL TO 80F AND HEAT TO 50F.

R L R L R L R S R S R S

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

Fil e P ath : P

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OR

D1 -2

3 B

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MH

1.D W

G

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050

SHEET NOTES:

1. CONTRACTOR TO COORDINATE EQUIPMENT MOUNTING

LOCATION WITH ARCHITECTURE AND OTHER BUILDING

SYSTEMS. NOTIFY COR SHOULD CONDITIONS BE

FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

2. PROVIDE SINGLE SPLIT INSIDE UNIT FOR EACH TOILET

ROOM TO COMBINE INTO SINGLE OUTDOOR UNIT.

3. COORDINATE ALL PIPE ROUTING AND ELEVATIONS WITH

OTHER TRADES IN ADVANCE OF INSTALLATION.

4. DEMOLITION IN EXISTING MAINTENANCE BUILDING /

RESTROOM WILL CONSIST OF DEMOLISHING ALL

EXISTING HVAC EQUIPMENT EXHAUST FAN. REPAIR

ANY NEW OPENING IN THE WALL, FLOOR OR CEILING TO

MATCH EXISTING.

KEY NOTES:

1. PROVIDE CEILING RECESSED EXHAUST FAN. TIE TO

LIGHT SWITCH/ROOM OCCUPANCY SENSOR.

2. PROVIDE GRAVITY BACK-DRAFT DAMPER (BDD) IN

EXHAUST DUCTWORK AT LOCATION INDICATED.

3. 6"ø EA OUT THROUGH BUILDING EXTERIOR. INSTALL

BIRDSCREEN AT PENETRATION. PROVIDE EXHAUST

VENT CAP TO MATCH ARCHITECTURAL EXTERIOR

BUILDING FINISHES.

4. PROVIDE SPLIT SYSTEM OUTDOOR CONDENSING

UNIT AT LOCATION INDICATED. PROVIDE CONCRETE

EQUIPMENT PAD, SEE CIVIL DRAWINGS FOR

CONTINUATION AND SIZE OF PAD. MOUNT CU-1 ON

MANUFACTURER'S RECOMMENDED STILTS AND

SECURE TO EQUIPMENT PAD WITH STAINLESS

FASTENERS.

5. S.C. INDICATES MANUFACTURER'S REQUIRED

SERVICE CLEARANCES. SEE ARCHITECTURAL FOR

SECURITY CAGE. ENSURE AIRFLOW AND SERVICE

CLEARANCES ARE MET.

6. PROVIDE SPLIT SYSTEM INDOOR UNIT AT LOCATION

INDICATED AND SECURE TO STRUCTURE. TIE TO

OUTDOOR UNIT CU-1.

MECHANICAL HVAC PLAN AND

SCHEDULES

MH101

WBRCDL

SCALE:1 MECHANICAL HVAC PLAN AND SCHEDULES

1/2" = 1'-0"

0'

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

4'2'1' N clong Stamp clong

5/5/2022

SIDE VIEW TRAPEZE HANGER FOR UP TO

1000 LB. UNIFORM LOAD

ADJUSTABLE CLEVIS HANGER TYPE 1

- SEE SPECIFICATIONS

ADJUSTABLE CLEVIS HANGER TYPE

43 - SEE SPECIFICATIONS

PROVIDE INSULATION SHIELD

& INSERT FOR ALL PIPING

(8" MIN.)

BAND

1-5/8" 12 GAUGE

CHANNEL OR 2"x2"x1/4"

ANGLE

1/2" DIA. HANGER RODS WITH

36" MAX. SPACING ON EACH

CHANNEL

WELD

SADDLE

INSULATION SHIELD

AT HANGER

PROVIDE HIGH

COMPRESSIVE STRENGTH

INSULATION (9 PSF MIN.

DENSITY) UNDER

INSULATION SHIELD

INSULATION (VAPOR

BARRIER TYPE IS

REQUIRED FOR LOW

TEMPERATURE PIPE)

HANGER ROD

1" M

A X

NOTES:

SEE SPECIFER FOR DETAILED

HANGER REQUIREMENTS

MAXIMUM PIPE/TUBING SUPPORT SPACING

NOM.

DIAMETER

SIZE (IN.)

THRU

3/4"ø

1"ø 1-1/4"ø 1-1/2"ø 2"ø 2-1/2"ø 3"ø 4"ø

PIPE IN. 7 7 7 9 10 11 12 14

TUBING IN. 5 FT 6 7 8 8 9 10 12

NOTE: FOR TRAPEZE HANGER, TAKE SPACING OF SMALLEST SIZE ON TRAPEZE

EXHAUST DUCT MAIN

PLAN VIEW

AIR

FLOW

W

BACKDRAFT DAMPER

1/4W OR 4" MIN

EXHAUST BRANCH DUCT

BIRD SCREEN AT

EXTERIOR PENETRATION

SCALE:5 EXHAUST DUCTWORK

N.T.S.

SCALE:1 PIPE HANGERS

N.T.S.

BDD

SECTION "A-A"

"B" "B"

NOTES:

1. LATCHES SHALL BE OF THE WEDGE TYPE TO CLOSE DOORS TIGHTLY.

2. HINGES ON THE ACCESS DOORS SHALL HAVE NON-CORROSIVE PINS.

3. SEE SMACNA 2005, FIGURE 9-15

ACCESS PANEL

ACCESS DOOR

CASING GASKET

HANDLE INSIDE

FLEXIBLE

WASHER

FACTORY

FABRICATED

LATCH

SECTION "B-B"

INSULATION

DUCT

GASKET

INSULATION

INSULATION

"A"

"A"

SCALE:2 ACCESS PANEL AND DOOR DETAIL

N.T.S.

SCALE:4 ROUD DUCT HANGERS

N.T.S.

NOTES:

TABULATED DATA FROM SMACNA ALLOWS FOR DUCT

REINFORCING AND INSULATION, BUT NO EXTERNAL LOAD.

ALL DUCT SIZES

HANGER STRAPS OR RODS

MAX

DUCT Ø

IN.

QUANTITY/SIZE

IN.

MAX

LOAD

LBS

MAX

SPACING

IN.

26 ONE 1" X 22 GA STRAP 260 144

LOAD RATED

FASTENERS

BAND SAME SIZE AS

HANGER STRAP

HOUSING WELDED TO

DUCT SECTION

ROUND DUCT

SECTION

COVER WITH HANDLE

AND CHAIN RETAINER

GASKETED AND

PRESSURE SEALED

SCALE:3 ACCESS SECTION FOR ROUND DUCT

N.T.S.

MECHANICAL DETAILS

MH501

LLSCDL

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

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1.D W

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GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050 clong Stamp clong

SCALE:1 HVAC SPLIT SYSTEM DIAGRAM

N.T.S.

MECHANICAL DETAILS

MH502

LLSCDL

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

Fil e P ath : P

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D1 -2

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2.D W

G

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050 clong Stamp clong

PLUMBING VALVE SYMBOLS

BALL VALVE

CHECK VALVE

ANGLE GLOBE VALVE

BUTTERFLY VALVE

MODULATING CONTROL VALVE

TWO POSITION CONTROL VALVE

THREE-WAY MODULATING CONTROL VALVE

AUTOMATIC FLOW CONTROL VALVE

PRESSURE RELIEF VALVE

MANUAL AIR VENT

TEST PLUG (PRESSURE/TEMPERATURE)

GLOBE VALVE

PRESSURE REGULATING VALVE

THREE-WAY TWO POSITION CONTROL VALVE

AUTOMATIC AIR VENT

FE

GENERAL PLUMBING SYMBOLS

LIMIT OF DEMOLITION

ANCHOR

REDUCER OR INCREASER

DIRECTION OF FLOW

SIDE CONNECTION

ECCENTRIC REDUCER

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

DIRECTION OF PIPE PITCH (DOWN)

UNION

RISE OR DROP IN PIPE

CAPPED OUTLET

AND EXISTING WORK

POINT OF CONNECTION BETWEEN NEW

PRESSURE GAGE

THERMOMETER

STRAINER

FLOW ELEMENT

PIPE UP

PIPE DOWN

CO CLEAN OUT

HOSE BIB

PUMP

PA PASCAL

PD PRESSURE DROP OR DIFFERENCE

PDI PLUMBING AND DRAINAGE INSTITUTE

PG PRESSURE GAGE

PPM PARTS PER MILLION

PRS PRESSURE REDUCING STATION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH

ATMOSPHERE

PSIG POUNDS PER SQUARE INCH GAUGE

PTRV PRESSURE TEMPERATURE RELIEF

VALVE

PT WELL PRESSURE TANK

PW POTABLE WATER

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

RL ROOF LEADER

RP RECIRCULATION PUMP

RWL RAIN WATER LEADER

SAN SANITARY SEWER

SMACNA SHEET METAL AND AIR CONDITIONING

CONTRACTORS NATIONAL ASSOCIATION

SCFM STANDARD CUBIC FOOT/MINUTE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SP SUMP PUMP

SQFT SQUARE FEET

SS SANITARY SEWER

SS STAINLESS STEEL

ST STORAGE TANK

SW STORM WATER

TCV TEMPERATURE CONTROL VALVE

TD TEMPERATURE DIFFERENCE

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE

TMV THERMOSTATIC MIXING VALVE

TP TRAP PRIMER

TSTAT THERMOSTAT

TWR TEMPERED WATER RETURN

TWS TEMPERED WATER SUPPLY

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V VENT

VAC VACUUM

VB VACUUM BREAKER

VCO VACUUM CLEANER OUTLET

VP VACUUM PUMP

VS VENT STACK

VSD VARIABLE SPEED DRIVE

VSMC VARIABLE SPEED MOTOR CONTROLLER

VTR VENT THROUGH ROOF

W WASTE

WC WATER CLOSET

WCO WALL CLEANOUT

WG WATER GAGE

WH WALL HYDRANT

WH WATER HEATER

WHA WATER HAMMER ARRESTER

WL WATER LINE

WM WATER METER

WPD WATER PRESSURE DROP

WS WASTE STACK

WSFU WATER SUPPLY FIXTURE UNITS

YCO YARD CLEANOUT

YH YARD HYDRANT

L/S LITER PER SECOND

LAV LAVATORY

LBS/HR POUNDS PER HOUR

LNG LIQUID NATURAL GAS

LW LOW WATER

M METER

MA MEDICAL AIR

MAV MANUAL AIR VENT

MBH 1000 BTUH

MED MEDICAL

MER MECHANICAL EQUIPMENT ROOM

MH MANHOLE

MOU MEMORANDUM OF UNDERSTADING

MSB MOP SERVICE BASIN

MV MEDICAL VACUUM

N2 NITROGEN

NC NORMALLY CLOSED

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM NOMINAL

NPW NON POTABLE WATER

NTS NOT TO SCALE

O2 OXYGEN

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OR OPERATING ROOM

ORD OVERFLOW ROOF DRAIN

OSD OVERFLOW STORM DRAIN

OVFL OVERFLOW

KW KILOWATT

KWHR KILOWATT-HOUR

ID INSIDE DIAMETER

IE INVERT ELEVATION

ICW INDUSTRIAL COLD WATER

IHW INDUSTRIAL HOT WATER

INV INVERT

IPC INTERNATIONAL PLUMBING CODE

IPS IRON PIPE SIZE

IRW IRRIGATION WATER

IW INDIRECT WASTE

IWH INSTANTANEOUS WATER HEATER

IWR INDUSTRIAL WATER RETURN

IWS INDUSTRIAL WATER SUPPLY

HW/CW HOT AND COLD WATER

HB HOSE BIBB

HD HUB DRAIN

HEX HEAT EXCHANGER

HP HORSEPOWER

HS HAND SINK

HST HOT WATER STORAGE TANK (DOMESTIC)

HW HOT WATER

HWB HOT WATER BOILER

HWCP HOT WATER CIRCULATING PUMP

HWP HOT WATER PUMP

HWR HOT WATER RETURN

HYD HYDRANT

GAL GALLON

GCO GRADE CLEANOUTS

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPR GAS PRESSURE REGULATOR

GRS GAS REGULATOR STATION

GVTR GAS VENT THROUGH ROOF

GWH GAS FIRED WATER HEATER

PLUMBING ABBREVIATIONS

F FAHRENHEIT

FCO FLOOR CLEANOUT

FCW FILTERED COLD WATER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT (HOSE) CONNECTION

FD-C FLOOR DRAIN - TYPE C

FM FLOW METER

FOP FUEL OIL PUMP

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOV FUEL OIL VENT

FS FLOOR SINK

FU FIXTURE UNITS

EL ELEVATION

EPA ENVIROMENTAL PROTECTION AGENCY

EPACT ENERGY POLICY ACT

ESC ESCUTCHEON

ESH EMERGENCY SHOWER

ET EXPANSION TANK

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EX EXISTING

DCW DOMESTIC COLD WATER

DFU DRAINAGE FIXTURE UNITS

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DHWS DOMESTIC HOT WATER SUPPLY

DI DEIONIZED WATER

DN DOWN

DOE DEPARTMENT OF ENERGY

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

DWH DOMESTIC WATER HEATER

DWR DRINKING WATER RETURN

DWS DRINKING WATER SUPPLY

DWV DRAIN WASTE VENT

C CELSIUS

CA COMPRESSED AIR

CGA COMPRESSED GAS ASSOCIATION

CFM CUBIC FEET PER MINUTE

CI CAST IRON

CO CLEANOUT

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CV CONTROL VALVE

CW COLD WATER

BFP REDUCED PRESSURE BACKFLOW

PREVENTER

BHP BREAK HORSEPOWER

BSP BLACK STEEL PIPE

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

A/E ARCHITECT / ENGINEER

AD AREA DRAIN

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AG AIR GAP

AP ACCESS PANEL

AS AUTOMATIC SPRINKLER

ASD ADJUSTABLE SPEED DRIVES

ASD AUTOMATIC SPRINKLER DRAIN

ASHRAE AMERICAN SOCIETY HEATING,

REFRIGERATION, AIR CONDITIONING

ENGINEERS

ASME AMERICAN SOCIETY MECHANICAL

ENGINEERS

ASPE AMERICAN SOCIETY PLUMBING

ENGINEERS

ASR AUTOMATIC SPRINKLER RISER

P-3 PUMP NO. 3

EQUIPMENT ABBREVIATION (PUMP)

CIRCUIT SETTER (BALANCING VALVE)

WATER HAMMER ARRESTOR

GATE VALVE

FLOOR DRAIN (FD-1)

THERMOSTATIC TRAP SET INCLUDING

PIPING ACCESSORIES SEE DETAIL

FIXTURES LEGEND

ICE

SINK

DOUBLE SINK / KITCHEN SINK

FLOOR DRAIN

FLOOR SINK

MOP SINK

DRINKING FOUNTAIN

EYE WASH WITH SHOWER

SHOWER

ICE MAKER

TOILET

URINAL

EQUIPMENT

TRAP PRIMER

PLUMBING PIPING SYMBOLS

DOMESTIC HOT WATER, HOT WATER

DOMESTIC COLD WATER, COLD WATER

MAINTENANCE CLEARANCE

SANITARY VENT

SANITARY SEWER

CONDENSATE DRAINCD

SS

GENERAL NOTES

1. ALL ITEMS THAT REQUIRE ACCESS, SUCH AS FOR OPERATING,

CLEANING, SERVICING, MAINTENANCE, AND CALIBRATION,

SHALL BE EASILY AND SAFELY ACCESSIBLE BY PERSONS

STANDING AT FLOOR LEVEL, OR STANDING ON PERMANENT

PLATFORMS, WITHOUT THE USE OF PORTABLE LADDERS.

EXAMPLES OF THESE ITEMS INCLUDE, BUT ARE NOT LIMITED

TO: ALL TYPES OF VALVES, FILTERS AND STRAINERS,

TRANSMITTERS, AND CONTROL DEVICES. PRIOR TO

COMMENCING INSTALLATION WORK, REFER CONFLICTS

BETWEEN THIS REQUIREMENT AND CONTRACT DOCUMENTS

TO COR FOR RESOLUTIONS.

2. CONSTRUCTION WORK SHALL NOT START ON ANY SYSTEM

UNTIL THE LAYOUT DRAWINGS HAVE BEEN APPROVED BY COR.

3. DEMOLITION IN EXISTING BUILDING WILL CONSIST OF

DEMOLISHING ALL EXISTING PLUMBING EQUIPMENT

INCLUDING SINK, TOILET, METER AND ASSOCIATED WATER

AND SANITARY WASTE AND VENT PIPING. CUT AND CAP ALL

SANITARY SEWER LINES BELOW DIRT UNDER THE CONCRETE

SLAB. IF PIPING IS UNDERGROUND ABANDON IN PLACE.

REPAIR ANY NEW OPENING IN WALL, FLOOR OR CEILING TO

MATCH EXISTING.

4. CONTRACTOR SHALL LOCATE SEWER DRAIN LINES. THESE

AREAS SHALL BE PROTECTED DURING CONSTRUCTION.

5. BUILDING IS CONNECTED TO BOTH WATER AND SANITARY

SEWER LINES. THESE LINES ARE TO BE LOCATED PRIOR TO

DEMOLITION AND WILL BE UTILIZED BY THE PROPOSED

RESTROOM. CONTRACTOR IS RESPONSIBLE FOR THE

REPLACEMENT OF WATER AND SEWER LINES DAMAGED

DURING CONSTRUCTION.

PLUMBING GENERAL NOTES,

SYMBOLS, AND ABBREVATIONS

PI001

LSCDL

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

Fil e P ath : P

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1.D W

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GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050

AutoCAD SHX Text

AV

clong Stamp clong

PLUMBING FIXTURE SCHEDULE

TAG NAME ADA DCW DHW SS V

P-114 WATER CLOSET YES 1.5" --- 4" 1-1/2"

P-401 LAVATORY SINK YES 1/2" 1/2" 2" 1-1/2"

P-502 SERVICE SINK --- 3/4" 3/4" 2" 1-1/2"

P-801 WALL HYDRANT --- --- --- --- ---

FD-1 FLOOR DRAIN --- --- --- 2" 1-1/2"

TMV-1 THERMOSTATIC MIXING VALVE --- 1/2" 1/2" --- ---

WATER HEATER SCHEDULE

TAG DESCRIPTION RECOVERY

RATE

TANK

CAPACITY

DCW

SIZE

DHW

SIZE

NOM.

INPUT FLA VOLTS PHASE TEMP

RISE NOTES

EWH-1 ELECTRIC DOMESTIC WATER HEATER 13.9 GPH 12 gal 3/4" 3/4" 3 kW 25.0 120 1 90 1, 2, 3

NOTES:

1.) BASIS OF DESIGN AMERICAN STANDARD MODEL CE-12-AS.

2.) FLOOR MOUNTED WITH STAINLESS STEEL DRIP PAN DRAINED TO BUILDING SEWER.

3.) PROVIDE WITH MANUFACTURER'S RECOMMENDED EXPANSION TANK.

1/2" DHW

1/2" DCW

EWH-1

FD-1

P-401

FD-1

FD-1

P-114 P-114

P-401P-502

P-801

RPBP-1

2" DCW

3/4" DHW

1-1/2" DCW1-1/2" DCW

2" DCW

1/2" DHW

1/2" DCW

SHEET NOTES:

1. CONTRACTOR TO COORDINATE EQUIPMENT MOUNTING

LOCATION WITH ARCHITECTURE AND OTHER BUILDING

SYSTEMS. NOTIFY COR SHOULD CONDITIONS BE

FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

2. COORDINATE ALL PIPE ROUTING AND ELEVATIONS WITH

OTHER TRADES IN ADVANCE OF INSTALLATION.

3. DEMOLITION IN EXISTING BUILDING WILL CONSIST OF

DEMOLISHING ALL EXISTING PLUMBING EQUIPMENT

INCLUDING SINK, TOILET, SHOWER, METER AND

ASSOCIATED WATER AND SANITARY WASTE AND VENT

PIPING. CUT AND CAP ALL SANITARY SEWER LINES

BELOW DIRT UNDER THE CONCRETE SLAB. IF SANITARY

SEWER PIPING IS UNDERGROUND ABANDON IN PLACE.

REPAIR ANY NEW OPENING IN WALL, FLOOR OR CEILING

TO MATCH EXISTING.

4. DEMOLISH EXISTING DOMESTIC WATER LINE THAT

FEEDS THE BUILDING BACK THE NEAREST MAIN LINE.

REMOVE ALL UNDERGROUND PIPING AFTER TEST PIPE

AND LOCATION OF DOMESTIC WATER IS DISCOVERED.

KEY NOTES:

1. PROVIDE NEW DOMESTIC WATER ENTRY ROUTED

FROM EXISTING DOMESTIC WATER CONNECTION AT

ADJACENT BUILDINGS. COORDINATE EXTERIOR

PIPING LOCATIONS WITH CIVIL. ENSURE A MINIMUM

OF 10 FEET OF HORIZONTAL SPACING BETWEEN THE

BUILDING SANITARY SEWER AND THE WATER ENTRY.

2. INSTALL REDUCED PRESSURE BACKFLOW

PREVENTER AT LOCATION INDICATED. MATCH WATER

ENTRY PIPE SIZE. PROVIDE PORT IMMEDIATELY

AFTER FOR A FUTURE WATER METER IF A METER IS

REQUIRED.

3. PROVIDE ELECTRIC WATER HEATER AND EXPANSION

TANK AT LOCATION INDICATED. SEE PLUMBING

DETAILS.

4. PROVIDE MOP BASIN SINK P-502 AT LOCATION

INDICATED.

5. PROVIDE WATER CLOSET P-114 AT LOCATION

INDICATED. SEE PLUMBING FIXTURE SCHEDULE AND

PLUMBING DETAILS.

6. PROVIDE LAVATORY SINK P-401 AT LOCATION

INDICATED. SEE PLUMBING FIXTURE SCHEDULE AND

PLUMBING DETAILS.

7. PROVIDE LOCKING FREEZE-PROOF HOSE BIB AT

BUILDING EXTERIOR.

PLUMBING PIPING PLAN

PP101

WBRCDL

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

Fil e P ath : P

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1.D W

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GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050

0'

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

4'2'1' N

SCALE:1 PLUMBING PIPING PLAN

1/2" = 1'-0" clong Stamp clong

SS SS SS SS SS SS SS

4" SS

SS

FD-1

FD-1

FD-1

4" SS

2" VTR

EWH-1P-401

P-114 P-114

P-401P-502

4" SS

SS

WCO

FCO

SS

IDU-1 IDU-2IDU-3

SS

9 9

4 7

2 6

7 4

WCO

2" V2" V 1-1/2" V 1-1/2" V 1-1/2" V 1-1/2" V1-1/2" V1-1/2" V1-1/2" V1-1/2" V

2" V

SHEET NOTES:

1. CONTRACTOR TO COORDINATE EQUIPMENT MOUNTING

LOCATION WITH ARCHITECTURE AND OTHER BUILDING

SYSTEMS. NOTIFY COR SHOULD CONDITIONS BE

FOUND TO DIFFER SIGNIFICANTLY FROM

CONSTRUCTION DOCUMENTS.

2. COORDINATE ALL PIPE ROUTING AND ELEVATIONS WITH

OTHER TRADES IN ADVANCE OF INSTALLATION.

3. DEMOLITION IN EXISTING BUILDING WILL CONSIST OF

DEMOLISHING ALL EXISTING PLUMBING EQUIPMENT

INCLUDING SINK, TOILET, SHOWER, METER AND

ASSOCIATED WATER AND SANITARY WASTE AND VENT

PIPING. CUT AND CAP ALL SANITARY SEWER LINES

BELOW DIRT UNDER THE CONCRETE SLAB. IF PIPING IS

UNDERGROUND ABANDON IN PLACE.

KEY NOTES:

1. PROVIDE NEW 4" SANITARY SEWER LINE FROM

BUILDING AND CONNECT TO EXISTING EXTERIOR

MAIN SEWER LINE. ABANDON EXISTING SEWER LINE

IN PLACE. COORDINATE INVERTS AND EXTERIOR

CONNECTIONS WITH CIVIL.

2. PROVIDE 4" FLOOR CLEAN-OUT AT LOCATION

INDICATED.

3. PROVIDE WALL CLEAN-OUT UNDER LAVATORY SINK

P-401.

4. PROVIDE FLOOR DRAIN FD-1 WITH DRAIN

MANUFACTURER'S RECOMMENDED TRAP GUARD AT

LOCATION INDICATED.

5. PROVIDE MOP SERVICE SINK AT LOCATION

INDICATED.

6. PROVIDE LEAK PAN UNDER ELECTRIC WATER

HEATER EWH-1 AND PIPE TO SANITARY SEWER

PIPING IN WALL.

7. PROVIDE WATER CLOSET AT P-114 AT LOCATION

INDICATED.

8. PROVIDE LAVATORY SINK P-401 AT LOCATION

INDICATED.

9. PROVIDE 3/4" SANITARY SEWER LINE FROM SPLIT

SYSTEM INDOOR UNIT CONDENSATE DRAIN

CONNECTION, ROUTED IN WALL AND TIED TO

SANITARY SEWER BRANCH LINE.

10. COMBINE ALL SANITARY VENT PIPING AND SLOPE UP

TO VENT THROUGH ROOF AT APPROXIMATE

LOCATION INDICATED OR AS NEEDED TO MEET

ARCHITECTURAL REQUIREMENTS.

PLUMBING SANITARY PLAN

PL101

WBRCDL

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

OCMI

(202) 607-7575

C. Mistric Surveyors, Inc.

(225) 292-3953

Fil e P ath : P

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PL

1.D W

G

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

Mabbett & Associates

(781) 275-6050

SCALE:1 PLUMBING SANITARY PLAN

1/2" = 1'-0"

0'

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

4'2'1' N clong Stamp clong

STRAINER

CW

SEE PLAN FOR SIZE

REDUCED PRESSURE PRINCIPLE

B.F. PREVENTER

AIR GAUGE

PIPE TO FLOOR

DRAIN

MINIMUM 1/4" CLEARANCE

ALL AROUND PROVIDE 2"

CLEARANCE ALL AROUND

FOR SPRINKLER PIPE.

EXTERIOR

BLOCK

WALL

STEEL PIPE

SEAL WITH

WATERPROOF

SEALANT

SEALANT

BACKING

MATERIAL

FILL WITH

NON-SHRINK

GROUT

STEEL

PIPE

SLEEVE

NOTE: EXTERNAL

GAUGE TAPS ON PIPES

SHALL NOT BE

REQUIRED WHEN

PUMP IS PROVIDED

WITH FLANGE GAUGE

FINISHED

FLOOR

DCW & DHW

SUPPLY

SCALE:6 PIPE SLEEVE THROUGH EXTERIOR WALL

N.T.S.

SCALE:2 LAVATORY P-401

N.T.S.

GABLE ROOF WITH ASPHALT

SHINGLES SEE

ARCHITECTURE DRAWINGS

SEAL ENDS OF INSULATION

WITH PLASTIC CEMENT

PIPING THROUGH ROOF

WITH INSULATION AND

ALUMINUM JACKET

DRAW BAND

ROUND COPPER WEATHER CAP,

CAULK THE SEAM BETWEEN THE

CAP AND ALUMINUM JACKET

SQUARE SHAPED COPPER

FLASHING

WITH FLANGE BASE

SECURE FLASHING IN PLACE

WITH 8 EVENLY SPACED

ROOFING NAILS

TWO LAYERS 15 LB. FELT,

SET IN BEDS OF PLASTIC

CEMENTS AND EXTENDED

MIN. 3" AND 6" BEYOND EDGE

OF FLASHING ON EACH SIDE

AND MOP INTO ROOFING

SCALE:3 PIPING THROUGH ROOF

N.T.S.

ASPHALT SHINGLES

SCALE:5 REDUCED PRESSURE BACKFLOW PREVENTER

N.T.S.

HOT WATER TO SYSTEM

DRAIN PAN

SCALE:1 WATER HEATER

1/2" = 1'-0"

COLD WATER

SUPPLY

WATER HEATER

RELIEF VALVE,

PIPE INDIRECT

TO FLOOR DRAIN

DIAPHRAGM TYPE EXPANSION

TANK AMTROL ST-5C

NOTE: WALL MOUNTED PER

MANUFACTURER'S SPECIFICATIONS.

WALL

WALL

MOUNTING

BRACKET

ALL-THREAD ROD SECURED

TO STRUCTURE WITH

CLAMPS, FASTENERS, AND

HARDWARE

2' -1

0"

GRAB BAR SEE

ARCH. DWGS

PLAN

SEE SPEC

FOR VALVE

TYPE/

DETAILS

FINISHED

FLOOR 18"

ELEVATION

SEE SPEC.

22 40 00 FOR

FIXTURE

SPECIFICS

FINISHED

WALL

SEE SPEC &

ARCH DWGS

FOR FIXTURE

HEIGHT

FLOOR CLEANOUT (FCO):

PROVIDE FOLLOWING OPTIONS AS APPROPRIATE:

1. FOR CARPETED AREAS -CARPET MARKER

2. FOR CERAMIC TILE OR SIMILAR SQUARE

PATTERN FLOOR -SQUARE TOP

3. FOR ABOVE GRADE WATERPROOF AREAS

-FLASHING CLAMP

CLEANOUT TO GRADE (COTG)

1/8 BEND IF CLEANOUT OCCURS

AT END OF LINE

C.I. WASTE LINE LGTH

TO SUIT

1/8 C.I. BEND

FINISHED GRADE

BALANCE OF PIPING SAME AS

CLEANOUT TO GRADE

1/8 C.I. BEND

ADJUSTABLE CLEANOUT AND

ACCESS COVER ZURN ZB-1400. TOP

OR COVER TO BE FLUSH W/TOP OF

FLOOR

6"

FLOOR

LINE

16" CONC. PAD TROWEL

SMOOTH & EDGE

ADJUSTABLE GRADE CLEANOUT AND ACCESS ENCLOSURE WITH ANCHOR FLANGE, HEAVY DUTY TOP, AND VANDAL-PROOF FASTENERS, ZURN, Z-1400-HD-KBRASS CLEANOUT PLUG W/COUNTER SUNK HEAD OR APPROVED EQUIVALENT.

SCALE:7 GENERAL CLEANOUT

N.T.S.

SCALE:4 WATER CLOSET WALL CONNECTION

N.T.S.

TMV

PLUMBING DETAILS

PI501

WBRCDL

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

BATON ROUGE, LOUISIANA

829CM3018

MAY 5, 2022 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

BATON ROUGE NATIONAL CEMETERY

DEMO MAINTENANCE BUILDING

CONSTRUCT NEW RESTROOM

CB Design Group

(888) 585-2234

O…