Attachment 3_JBNC Correct FCA Deficiencies-Bid Docs_Part2 852CM3042.pdf

BUILDING

BUILDING

BUILDING

CBMH-3

RIM 462.56

INV 454.43 (8" OUT)

CBMH-2

RIM 460.90

INV 453.19 (8" IN)

INV 452.28 (8" OUT)

62 LF 8" HDPE @ 2.00%

EX CB-1

RIM 453.36

INV 449.30 (8" IN)

INV 451.80 (4" IN)

INV 449.30 (12" OUT)

7 LF 8" HDPE @ 5.00%

CBMH-4

RIM 461.98

INV 458.27 (8" OUT)

8 LF 8" HDPE @ 1.00%

EX CBMH-5

RIM 460.92

INV 457.60 (8" IN)

INV 453.20 (4" IN)

INV 453.2 (12" OUT)

25 LF 8" HDPE @ 1.00%

53 LF 8" HDPE @ 5.00%

34 LF 8" HDPE @

1.00%

TC 462.60

TC 462.50

TC 462.60

TC 462.50

FG 460.50

FG 462.7

FG 462.6

EX MH

RIM 452.50

E. INV 449.7 (18" IN)

N. INV 446.7 (18" OUT)

SW. INV 446.7 (18" OUT)

EX MH

RIM 453.00

E. INV 447.8 (18" IN)

N. INV 447.8 (12" IN)

SW. INV 447.7 (18" OUT)

EX MH

RIM 453.00

SE. INV 448.80 (15" IN)

N. INV 450.1 (12" IN)

NW. INV 448.7 (12" IN)

SW. INV 448.6 (18" OUT)

EX MH

RIM 453.40

E. INV 449.5 (15" IN)

NW. INV 449.2 (15" OUT)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

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 RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17550

JEFFERSON BARRACKS

NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

MARCH 28, 2024

852CM3042

Fi le

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dw g ed it:

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KEY MAP N.T.S.

CONSULTANTS

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314)-692-5195

03/28/2024

BUILDING 3001 GRADING

AND DRAINAGE PLAN

CG401

0 10' 20' N

LEGEND

PROPERTY LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

SILT FENCE

INLET PROTECTION 1

INLET PROTECTION 2

EXISTING GAS MAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING UNDERGROUND ELECTRIC

EXISTING COMMUNICATIONS

PROPOSED STORM SEWER

PROPOSED FOUNDATION DRAINTILE, SEE

DETAIL 5/CS501.

PROPOSED STORM INLETS

PROPOSED STORM BEND

TOP OF CURB ELEVATION

FINISHED GRADE ELEVATION

KEY NOTES

INSTALL NEW DRAINTILE AT BASE OF BUILDING

FOOTING

INSTALL NEW CATCH BASIN SEE DETAIL 10/CS501

INSTALL NEW STORM SEWER TO COLLECT ROOF

DRAINS. SEE DETAIL 5/CS501.

CORE DRILL DRAIN TILE AND HDPE INTO

EXISTING CATCH BASINS (TYPICAL).

20 LF DRAINTILE (TYPICAL). SEE DETAIL 7/CS502.

C

STORM STRUCTURE SCHEDULE

TC 800.1

STORM BEND

STORM

BEND

NOTES

1) ALL DISTURBED AREAS SHALL RECEIVE TOPSOIL

AND SOD. SEE SPECIFICATION SECTION 32 90 00.

FG 800.1

EB SL

STORM BEND

PROPOSED FOUNDATION DRAINTILE

PROPOSED FOUNDATION DRAINTILE

PROPOSED DRAINTILE

FFE 454.20

FFE 454.20

FFE 454.20

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

GARY R JOHNSON

AutoCAD SHX Text

NUMBER PE-2012005390

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STRUCTURE NUMBER

AutoCAD SHX Text

DIAMETER

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CASTING (NEENAH OR APPROVED EQUAL)

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EX CB-1

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AutoCAD SHX Text

CBMH-2

AutoCAD SHX Text

8" NYLOPLAST OR EQUAL

AutoCAD SHX Text

EJ-1573A OR EQUAL

AutoCAD SHX Text

CBMH-3

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8" NYLOPLAST OR EQUAL

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EJ-1573A OR EQUAL

AutoCAD SHX Text

CBMH-4

AutoCAD SHX Text

8" NYLOPLAST OR EQUAL

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EJ-1573A OR EQUAL

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EX CBMH-5

AutoCAD SHX Text

(2) VARIABLE

INVERT

HEIGHT 1.50"

6.50"

(2) VARIABLE

OVERALL

HEIGHT

6" MIN.

NOTES:

1. GRATES/SOLID COVER SHALL BE DUCTILE IRON

PER ASTM A536 GRADE 70-50-05.

2. DRAIN BASIN TO BE CUSTOM MANUFACTURED

ACCORDING TO PLAN DETAILS.

3. DRAINAGE CONNECTION STUB JOINT TIGHTNESS

SHALL CONFORM TOASTM D3212 FOR

CORRUGATED HDPE (ADS & HANCOR DUAL WALL)

& SDR 35 PVC

4. DIMENSIONS ARE FOR REFERENCE ONLY

5. ACTUAL DIMENSIONS MAY VARY

(1) DUCTILE IRON GRATE

(3,4) VARIOUS TYPES OF INLET &

OUTLET ADAPTERS AVAILABLE:

4" - 8" FOR CORRUGATED HDPE

(ADS N-12/HANCOR DUAL WALL,

ADS/HANCOR SINGLE WALL), PVC

SEWER (EX: SDR 35), PVC DWV

(EX: SCH 40), PVC C900/C905,

CORRUGATED & RIBBED PVC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

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 RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

JEFFERSON BARRACKS

NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

MARCH 28, 2024

852CM3042

Fi le

P at h:

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2-ne w lo go -2

3.

dw eb ro dm ar kl d:

1/

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8:

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6/

:0

A M

CONSULTANTS

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314)-692-5195

03/28/2024

CIVIL SITE DETAILS 1

CS501

SCALE:9

ASPHALT PAVEMENT SECTION

AT ADJOINING EXISTING CURB/PAVEMENTS

NTSSCALE:8

ASPHALT PAVEMENT SECTIONS

NTS

CURB

10" FILTER ASSEMBLY

OVERFLOW 2 - TOP OF

CURB BOX

OVERFLOW 1 - CENTER

OF FILTER ASSEMBLY

HIGH-FLOW FABRIC CG-23 HIGH FLOW

NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO

WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR

WOOD POSTS WITH STAPLES.

DIRECTION OF

RUNOFF FLOW

2' MIN

TYPICAL INSTALLATION

6" MIN.

6" MIN.

SCALE:1

SILT FENCE

NTS

SCALE:2

INLET SEDIMENT PROTECTION

(INLET PROTECTION 1)

NTS

SCALE:7

MILL & OVERLAY

CONTRACT OPTION 2

NTS

SCALE:4

8" AREA DRAIN

NTS

8"8"4" 6"

2'-0"

R

PT

/P C

R=31"

PT

71 4"

5"

4"

2"

3 #5 DOWELS @

EXPANSION JOINTS

R 12 "

R

SCALE:6

ROLL CURB

CONTRACT OPTION 1

NTS

SCALE:3

BIOROLL INLET PROTECTION

(INLET PROTECTION 2)

NTS SCALE:5

FOUNDATION DRAINTILE DETAIL

NTS

9' -4

7 8"

12"

APPROVED SUBGRADE BY

CONTRACTORS INDEPENDENT TESTING

AGENCY. SEE GEOTECH REPORT.

SAWCUT PAVEMENT FULL DEPTH

MoDOT TYPE 5 AGGREGATE SUBBASE

ASPHALT TACK COAT

FLUSH W/ADJACENT PAVEMENT

ACC SURFACE

ACC BASE

EX. PAVEMENT

EXISTING SUBGRADE

ASPHALT TACK COAT

ASPHALT

TACK COAT

EXISTING CONCRETE

CURB AND GUTTER

2" ACC SURFACE

2" ACC BASE

EX. PAVEMENT OR NEW

ROADWAY PAVEMENT

ASPHALT TACK COAT

ENGINEERING FABRIC

FABRIC ANCHORAGE TRENCH

BACKFILL WITH TAMPED

NATURAL SOILMETAL OR WOOD

POST OR STAKE

WIRE MESH

REINFORCEMENT

(OPTIONAL)

NATURAL SOIL

EXISTING METAL GUTTER

EXISTING METAL DOWNSPOUT

2% MIN. GRADE

AWAY FROM

BUILDING

WATERPROOFING,

SEE ARCH

CONCRETE

FOUNDATION AND PIER

4" PVC DRAINTILE

WRAPPED WITH DRAINAGE

AGGREGATE AND

GEOTEXTILE FABRIC

EXISTING AGGREGATE

BASE TO REMAIN

DEMO

INSTALL

NEW ROADWAY ASPHALT PAVEMENT

NEW PARKING ASPHALT PAVEMENT

6" TYPE MoDOT TYPE 5

AGGREGATE BASE

2" ACC SURFACE

4" ACC BASE

EX. PAVEMENT OR NEW

ROADWAY PAVEMENT

ASPHALT TACK COAT

6" TYPE MoDOT TYPE 5

AGGREGATE BASE

EB SL

1.5" ACC OVERLAY

EXISTING ASPHALT

MILL 1.5"

NOTES:

1. SUBGRADE PREPARATION TO BE IN ACCORDANCE

WITH GEOTECH REPORT.

APPROVED SUBGRADE BY

CONTRACTORS INDEPENDENT

TESTING AGENCY. SEE

GEOTECH REPORT.

APPROVED SUBGRADE BY

CONTRACTORS INDEPENDENT

TESTING AGENCY. SEE

GEOTECH REPORT.

SCALE:10

DRAIN BASIN DETAIL

NTS

NOTES:

1. SEE DETAIL 5/CS501 FOR PROFILE VIEW

EXISTING GUTTER

8" DRAIN BASIN

36"

8" HDPE

3" DEPTH DRAINAGE

AGGREGATE (SEE

DETAIL 10/CS501)

8" DRAIN BASIN (SEE

DETAIL 4/CS501)

GEOTEXTILE FABRIC

DRAINAGE AGGREGATE

AutoCAD SHX Text

GARY R JOHNSON

NUMBER PE-2012005390

ME 454.21

454.02

454.24

ME 454.43

454.12

ME 454.31

1.0

1.1

1.2%

0.6%

0.7%

1.0%

9'

9'

9' 1.0

0.6%

0.6%

CIVIL SITE DETAILS 2

CS502

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

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 RECORD STAMP

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

JEFFERSON BARRACKS

NATIONAL CEMETERY

CORRECT FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

MARCH 28, 2024

852CM3042

Fi le

P at h:

c

:\u se rs \e br od m ar kl e\ de sk to p\ ne w lo go

\v as he et x4

2-ne w lo go -2

3.

dw eb ro dm ar kl d:

1/

/2

8:

lo t:1 /1

6/

:0

A M

CONSULTANTS

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314)-692-5195

03/28/2024

SCALE:5

STREET SECTION A-A'

NTS

EXISTING ROLL CURB

AND GUTTER NEW ROLL CURB AND GUTTER

(CONTRACT OPTION 1)

VARIES VARIES

A A'

SCALE:6

STREET SECTION B-B'

NTS

EXISTING ROLL

CURB AND GUTTER EXISTING ROLL CURB

AND GUTTERVARIES VARIES

B B'

SCALE:8

STREET SECTION C-C'

NTS

EXISTING ROLL

CURB AND GUTTER

VARIES VARIES

C C'

SCALE:9

STREET SECTION D-D'

NTS

EXISTING ROLL

CURB AND GUTTER

VARIES VARIES

D D'

EXISTING ROLL CURB

AND GUTTEREXISTING ROLL CURB

AND GUTTER

18' PARKING STALL

18' PARKING STALL

VARIES (ROADWAY)

18' PARKING STALL

VARIES (ROADWAY) VARIES (ROADWAY)

VARIES (ROADWAY)

FILL WITH JOINT SEALER

6"

1/2"

1/ 2"

5'

1/4" RADIUS, TYP.

Z Z

Z Z

CONTROL JOINT

CONSTRUCTION JOINT

PROVIDE CONTROL JOINTS PER SITE

PLAN CS401.

3/8" JOINT SEALER

CONFORMING TO

ASTM D 1850

PREMOULDED EXPANSION

JOINT FILLER CONFORMING

TO ASTM D1751 OR D1752

24" #4 DOWEL 18" O.C.,

FIXED ONE SIDE, SLIP

OTHER

APPROVED SUBGRADE BY CONTRACTORS INDEPENDENT TESTING AGENCY. SEE

GEOTECH REPORT.

4" OPEN GRADED ROCK (ASTM C33 SIZE NO. 57

AGGREGATE OR SIMILAR)

WOVEN GEOTEXTILE FABRIC

FLUSH W/ADJACENT PAVEMENT

6" JOINTED PCC-REINFORCED 5000 PSI. 6% AIR

ENTRAINED

NO. 4 REINFORCEMENT BARS 18" O.C. E.W.

NOTES:

1. EXTEND 6" AGGREGATE BASE 1' MINIMUM PAST CONCRETE EDGE IF CONCRETE IS

NOT ABUTTING EXISTING PAVEMENT OR STRUCTURES.

2. VERIFY CONCRETE AND BASE COURSE WITH GEOTECHNICAL REPORT AND

RECOMMENDATIONS.

EXISTING SUBGRADE

EX. ACC OR PPC PAVEMENT

SCALE:7

HEAVY DUTY CONCRETE PAVEMENT

NTS

ASPHALT TACK COAT AT ADJOINING ACC

PAVEMENT SECTION

PROVIDE 24" #4 DOWEL FIXED ONE SIDE SLIP

THE OTHER AT ADJOINING EXISTING PCC

PAVEMENT

2"

EXPANSION JOINT

EXPANSION JOINT FILLER

4" MoDOT TYPE 5

AGGREGATE BASE

6" JOINTED PCC-NON-REINFORCED

5000 PSI. 6% AIR ENTRAINED.

EXISTING SUBGRADE

SCALE:1

AC CONCRETE PAD DETAIL

NTS

EB SL

NOTES:

1. ALL GRADE BREAKS WITHIN THE PARKING STALL SHALL BE PERPENDICULAR TO THE PATH OF

TRAVEL.

2. ALL SLOPES ARE ABSOLUTE, RATHER THAN RELATIVE TO SIDEWALK/ROADWAY GRADES.

SCALE:2

HANDICAP STALL LAYOUT DETAIL

1"-10'

SIGN TO MEET STATE

AND A.D.A. CODES

18"

18"

18"

12"

36"

PAVEMENT SURFACE

4" DIA. STEEL PIPE W/

CONCRETE INFILL

SIGN POST

12"

SCALE:3

HANDICAP SIGN INSTALLATION DETAIL

NTS

4" DRAINTILE

1/4"

1-1/2"MIN.

EXISTING

STRUCTURE/

PAVEMENT

12"

12"

6"

SCALE:4

CONCRETE JOINTS

NTS

AutoCAD SHX Text

GARY R JOHNSON

AutoCAD SHX Text

NUMBER PE-2012005390

AutoCAD SHX Text

PARKING

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PERMIT

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REQUIRED

AutoCAD SHX Text

UP TO $200 FINE

FOR VIOLATION

1 HOUR 1 HOUR

FE

1.5

DCBA

123 1.5

DCBA FE

123 1.5

AS 1

185 SF

OIL & PAINT

STORAGE

455 SF

PARTS &

EQUIP

STORAGE

276 SF

CARPENTRY96 SF

114A

OTHER

40 SF

TOILET

1738 SF

REPAIR

AREA

860 SF

WASH

805 SF

REPAIR

AREA

55 SF

PESTICIDE

AREA

347 SF

STORAGE

AS 1

AS 1

'-0

AS 2

AS 1

AS 1

GARAGE BAY GARAGE BAY GARAGE BAY GARAGE BAY

FOR WORK TO BE COMPLETED IN GARAGE BAYS, CONTRACTOR SHALL ALLOW TWO OF FOUR BAYS TO BE ACCESSIBLE BY STAFF AT ALL TIMES.

FOR WORK TO BE COMPLETED NORTH OF GARAGE BAYS (RESTROOM, DUCTWORK, ETC.) CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK WITH CEMETERY AND COR.

G A

R A

G E

B A

Y A

P P

R O

X .3

7' -4

A P

P R

O X

3' -0

1' -2

2'

-0

S E

E M

E C

H

1.5

C

FL ELEV

455'-6"

AS 1

ROOF MOUNTED

EXHAUST FAN FOR

TOILET ROOM,

SEE MECHANICAL

(2X) ROOF MOUNTED

EXHAUST FAN,

SEE MECHANICAL

REMOVE DUCT,

INFILL WITH CMU

AND FACE BRICK

TO MATCH EXIST,

SEE

PARTIAL

REMOVAL OF

WALL FOR DUCT

PENETRATION.

PROVIDE

FLASHING AND

SEALANT. SEE

MECHANICAL

'-8

S

E E

M E

C H

1' -2

/5 AS 2

FL ELEV

455'-6"

FLASHING

REGLET

WATERPROOFING

DRAIN TILE SEE 5/CS501

AS 2

AS 2

EXIST GUTTER AND

DOWNSPOUT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction Services

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

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314)-692-5195

C U s e rs

\e m a rk fo rt

\D o c u m e n ts \1

-J

B N

C

F C

A

-A

E

M a rk fo rt

.r v t

/2

/2

:0

:4

P

M

3001-AS 1

GENERAL NOTES, FLOOR PLAN,

PARTIAL CEILING PLAN, DETAILS

JEFFERSON BARRACKS

NATIONAL CEMETERY CORRECT

FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

853CM3042

MARCH 28, 2024 JL EM

17550

1/8" = 1'-0"

OVERALL PLAN

_SHEET NOTES

1. ALL EXISTING CONDITIONS MUST BE FIELD VERIFIED BY THE

CONTRACTOR PRIOR TO DEMOLITION OR CONSTRUCTION. EXISTING

CONDITIONS THAT DIFFER FROM THOSE SHOWN MUST BE BROUGHT TO

THE ATTENTION OF THE C.O.R. TO INFORM THE ARCHITECT AND

ENGINEERS.

2. THE INFORMATION SHOWN ON THE DRAWINGS IS BASED ON DRAWINGS

AND PHOTOGRAPHS PROVIDED BY THE GOVERNMENT COMBINED WITH

OBSERVATIONS AND SURVEYED DATA FROM THE ARCHITECTS AND

ENGINEERS.

3. SEE CIVIL, ELECTRICAL, AND VENTILATION DRAWINGS AND

SPECIFICATIONS FOR ADDITIONAL DEMOLITION AND CONSTRUCTION

REQUIREMENTS.

_DEMOLITION PLAN KEYED NOTES

DE1 TEMPORARILY REMOVE EARTH ADJACENT TO NORTH WALL AND PARTIAL

REMOVAL OF EARTH AT EAST AND WEST WALLS TO ACCESS DRAIN TILE

AND WATERPROOFING

DE2 SAW CUT REGLET ALONG EAST, NORTH, AND WEST EXISTING WALLS FOR

NEW WATERPROOFING TERMINATION AT MASONRY JOINT ABOVE GRADE

DE3 REMOVE DRAIN TILE AND PREPARE FOR REPLACEMENT DRAIN TILE

DE4 REMOVE EXIST WATERPROOFING. PREPARE FOR SELF ADHERING

WATERPROOFING

DE5 PREPARE EXIST WALL FOR FLASHING

DE6 PREPARE WALL FOR INFILL AT REMOVED DUCTWORK, MATCH EXIST

DE7 PARTIAL ROOF REMOVAL FOR MECHANICAL EXHAUST, SEE MECHANICAL

DE8 REMOVE EXISTING CEILING IN RESTROOM, REMOVE ELECTRICAL AND

MECHANICAL COMPONENTS, SALVAGE SYSTEMS FOR REUSE AS

INDICATED BY ELECTRICAL AND MECHANICAL

DE9 PARTIAL REMOVAL OF WALL FOR DUCT PENTRATION, SEE MECHANICAL

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

DE1

DE2

DE3

DE4

DE5

FL1

FL2

FL3

FL4

FL5

DE6 FL6

DE6 FL6

FL7FL7 DE8

1/4" = 1'-0"

PARTIAL REFLECTED CEILING PLAN

0 8' 16'4'

0 4' 8'2'

RC1

RC2

RC3

1/8" = 1'-0"

EXIST EAST ELEVATION

1/8" = 1'-0"

EXIST SOUTH ELEVATION

0 8' 16'4'

0 8' 16'4' 1/8" = 1'-0"

BUILDING SECTION

1/2" = 1'-0"

WALL SECTION

0 2' 4'1'

_REFLECTED CEILING PLAN KEYED NOTES

RC1 ACT CEILING SYSTEM, MATCH EXIST HEIGHT. BASIS OF DESIGN

ARMSTRONG, CIRRUS ANGLED TEGULAR 5/16 #584, WHITE, 24"X48" WITH

GRID PRELUDE XL 15/16"

RC2 LED LIGHTING, SEE ELECTRICAL

RC3 EXHAUST FAN, SEE MECHANICAL

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

_ROOF PLAN KEYED NOTES

RO1 INSTALL EXHAUST FAN, SEE MECHANICAL. CONSTRUCT CRICKETS,

PATCH AND REPAIR ROOF AS REQUIRED

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

_FLOOR PLAN KEYED NOTES

FL1 REPLACE EARTH TO MATCH EXIST CONDITIONS. ENSURE EARTH SLOPES

DOWN AND AWAY FROM BUILDING. SEE CIVIL DRAWINGS

FL2 CONSTRUCT REGLET IN ACCORDANCE WITH WATERPROOFING

MANUFACTURER INSTRUCTIONS. SEE 4/AS 2

FL3 DRAIN TILE AT FOOTING. COORDINATE WITH CIVIL

FL4 APPLY WATERPROOFING FROM REGLET TO FOOTING DRAIN TILE

FL5 FLASHING UNDER SOFFIT AT TOP OF MASONRY. SEE 6/AS 2

FL6 INFILL WALL, MATCH EXIST. SEE 5/AS 2

FL7 PATCH AND REPAIR WALL AT MODIFIED DUCT

FL8 PREPARE WALL OPENING WITH FLASHING AND SEALANT FOR DUCT

PENETRATION. SEE MECHANICAL.

FL9 ELECTRICAL PANELS, SEE ELECTRICAL

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

PHOTO NORTHEAST CORNER:

EXIST CONDITIONS WITH POSSIBLE

REGLET LOCATIONS

PHOTO WEST ELEVATION:

EXIST CONDITIONS WITH POSSIBLE

REGLET LOCATIONS

FL2 FL2

0 8' 16'4'

DE9 FL8

FL9

Revisions: Date:

1 2 31.5

1 HOUR 1 HOUR

FE

1.5

DCBA

AS 1

1.5

A B C D E F

DE7

DE7 DE7

RO1

RO1 RO1

3"

/ 1 2"

E X

IS

T

S

LO

P E

D N

E X

IS

T

S

LO

P E

D N

EXIST GUTTER 6"X6"EXIST DOWNSPOUT 5"X5" EXIST DOWNSPOUT 5"X5"

EXIST DOWNSPOUT 5"X5" EXIST GUTTER 6"x6"

EXIST MECHANICAL UNIT

3" / 1'-0"

EXIST SLOPE

DN 3" / 1'-0"

E X

IS

T

S

LO

P E

D N

3"

1' -0

E X

IS

T

S

LO

P E

D N

3"

1' -0

EXIST SLOPE

DN

EXIST

SLOPE

DN

REMOVE WOOD

INFILL, INFILL

WITH CMU AND

FACE BRICK TO

MATCH EXIST

REPLACE LOUVER

AS SPECIFIED

EXIST PIPE, TO

REMAIN

FL2

185 SF

OIL & PAINT

STORAGE

455 SF

PARTS &

EQUIP

STORAGE

276 SF

CARPENTRY96 SF

114A

OTHER

40 SF

TOILET

1738 SF

REPAIR

AREA

860 SF

WASH

805 SF

REPAIR

AREA

55 SF

PESTICIDE

AREA

347 SF

STORAGE

TRAVEL D

ISTANCE

'-1

0"

DIAGONAL D

IS

TANCE

99'-1 0"

VERIFY IN FIELD

81'-9", EXIST

FE

FE

FE

E X

IT

E X

IT

LIFE SAFETY SYMBOLS

1 HOUR FIRE

BARRIER

TRAVEL DISTANCE

100'-10"

TRAVEL DISTANCE

EXIT EXIT LIMITS OF

CONSTRUCTION

FIRE

EXTINGUISHER

FE

FIRE

EXTINGUISHER

CABINET

FEC

HAZARDOUS USE

ADJACENT SYMBOLS SHOW PARTITION RATING.

OPENINGS REQUIRE CLOSER & LATCH

NOTE: NOT ALL SYMBOLS MY BE USED ON EACH PLAN

APPLICABLE REGULATIONS

2024 NFPA 101 (LIFE SAFETY CODE)

ABA STANDARDS (2015) (ABAAS)

2021 IBC

VA PHYSICAL SECURITY AND RESILIENCE DESIGN MANUAL (PSRDM)

NFPA NATIONAL FIRE CODES (EXCEPTION: NFPA 5000 & 900)

OSHA STANDARDS

NATIONAL ELECTRIC CODE (NEC)

ASME CODE FOR PRESSURE PIPING

BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE,

AMERICAN CONCRETE INSTITUTE AND COMETARY (ACI 318)

MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE

FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL

BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

ENERGY POLICY ACT OF 2005 (EPAct)

DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS

FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE

RESIDENTIAL BUILDINGS AND NEW LOW-RISE RESIDENTIAL

BUILDINGS, 10 CFR PARTS 433,434 AND 435

FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE

BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

EXECUTIVE ORDER 13834

THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED

IN THE GENERAL REQUIREMENTS SECTION 01010 OF THE VA

MASTER CONSTRUCTION SPECIFICATION

VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY - ASHRAE

STANDARD 62.1-2004

SAFETY STANDARD FOR REFRIGERATION SYSTEMS - ASHRAE

STANDARD 15 -2007

VA FIRE PROTECTION DESIGN MANUAL

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA

NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER

GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL)

AREA SEPARATIONS / FIRE WALLS

TYPE(S) OF CONSTRUCTION - NO CHANGE

CONSTRUCTION TYPE(S)

SEE LIFE SAFETY PLANS

TYPE V [000] (NFPA 220 TABLE 4.1.1)

NOYESGENERAL TYPE OF PROJECT

REMODEL

ADDITION

NEW BUILDING

PROJECT DESCRIPTION

CODE SUMMARY

Provide repairs to Existing Maintenance Building at National Cemetery.

No changes to Areas, Heights, Occupant Load, Plumbing Fixtures, or Fire Resistive Requirements.

NOYESAUTHORITIES HAVING JURISDICTION (AHJ's)

THE JOINT COMMISSION (JC)

U.S. DEPARTMENT OF VETERANS AFFAIRS (VA)

NOYES

(Section 8.3)

CHANGE OF OCCUPANCY?

SEPARATED OCCUPANCIES?

FIRE BARRIER RATING(S) SEE LIFE SAFETY PLANS

OCCUPANCY CLASSIFICATION - NO CHANGE

OCCUPANCIES

(If Remodeling)

2024 LSC (TABLE 6.1.14.1)

SPECIAL PURPOSE INDUSTRIAL

TESTRATING (HRS)

OTHER

ROOF CONSTRUCTION

PRIME & SEC. FLOOR BEAMS, JOISTS

FLOOR/CEILING ASSEMBLY

FLOOR CONSTRUCTION

INTERIOR

NON-BEARING WALLS AND PARTITIONS

BEARING WALLS

COLUMNS

GIRDERS

TRUSSES

ROOF/CEILING ASSEMBLY

PRIME & SEC. ROOF BEAMS, JOISTS

EXTERIOR

INTERIOR BEARING WALLS

EXTERIOR BEARING WALLS

STRUCTURAL FRAME

FIRE-RESISTIVE REQUIREMENTS - NO CHANGE

ZERO/ 1-HR

ZERO

ZERO NA

ZERO

ZERO

ZERO

ZERO

ZERO

ZERO

ZERO

ZERO

ZEROEXTERIOR DOORS AND WINDOWS

NA

NA

NA

NA

NA

U901

NA

NA

NA

NA

NA

KERF CUT INTO EXISTING BRICK

SEALANT

PREFINISHED REMOVABLE

BREAK METAL FLASHING

PREFINISHED BREAK METAL FLASHING

WATERPROOFING

PREFINISHED BREAK METAL

REGLET

GRADE

EXISTING WALL

CONSTRUCTION

8" M

IN

EXISTING WALL

CONSTRUCTION

4" FACEBRICK TO

MATCH EXIST

AS SCHEDULED, PAINT

FINISH, CORNER TO

CORNER

MASONRY TO

MATCH EXIST

AS SCHEDULED,

PAINT FINISH,

CORNER TO

CORNER

RATED CONSTRUCTION:

U901

SOUND TRANSMISSION CLASS:

44-49

SEALANT

PREFINISHED

METAL

FLASHING

EXISTING WALL

CONSTRUCTION

1/2"

SEALANT

EXISTING

BREAK METAL &

CLOSURE ANGLE

GARAGE BAY GARAGE BAY GARAGE BAY

FOR WORK TO BE COMPLETED IN GARAGE BAYS, CONTRACTOR SHALL ALLOW TWO OF FOUR BAYS TO BE ACCESSIBLE BY STAFF AT ALL TIMES.

FOR WORK TO BE COMPLETED NORTH OF GARAGE BAYS (RESTROOM, DUCTWORK, ETC.) CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK WITH CEMETERY AND COR.

G A

R A

G E

B A

Y A

P P

R O

X .3

7' -4

PAINT PAINT

P A

IN

T

P A

IN

T

P A

IN

T

P A

IN

T

185 SF

OIL & PAINT

STORAGE

455 SF

PARTS &

EQUIP

STORAGE

276 SF

CARPENTRY96 SF

114A

OTHER

40 SF

TOILET

1738 SF

REPAIR

AREA

860 SF

WASH

805 SF

REPAIR

AREA

55 SF

PESTICIDE

AREA

347 SF

STORAGE

GARAGE BAY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction Services

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

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314)-692-5195

C U s e rs

\e m a rk fo rt

\D o c u m e n ts \1

-J

B N

C

F C

A

-A

E

M a rk fo rt

.r v t

/2

/2

:0

:4

P

M

3001-AS 2

LIFE SAFETY PLAN, FINISH

SCHEDULE, ROOF PLAN, DETAILS

JEFFERSON BARRACKS

NATIONAL CEMETERY CORRECT

FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

853CM3042

MARCH 28, 2024 JL EM

17550

0 8' 16'4'1/8" = 1'-0"

ROOF PLAN

1/8" = 1'-0"

WEST ELEVATION

0 8' 16'4'

1/16" = 1'-0"

LIFE SAFETY PLAN

0 8' 16'4'

ROOM USE AREAS

Number Name Area

112 STORAGE 347 SF

113 CARPENTRY 276 SF

114 TOILET 40 SF

114A OTHER 96 SF

115 PARTS & EQUIP STORAGE 455 SF

116 OIL & PAINT STORAGE 185 SF

117 REPAIR AREA 1738 SF

118 WASH 860 SF

119 REPAIR AREA 805 SF

120 PESTICIDE AREA 55 SF

4856 SF

ROOM FINISH SCHEDULE

NO. NAME

WALL FINISH

FLOOR FINISH CEILING FINISH CEILING HEIGHT REMARKSNORTH EAST SOUTH WEST

112 STORAGE EXIST EXIST EXIST PAINT EXIST EXIST VARIES

113 CARPENTRY EXIST PAINT EXIST PAINT EXIST EXIST VARIES

114 TOILET EXIST EXIST EXIST EXIST EXIST ACT 9'-4" CEILING SHALL BE APPROXIMATELY AT THE SAME

HEIGHT AS EXISTING TO MAINTAIN FIRE ALARM

COMPONENT LOCATIONS

114A OTHER EXIST EXIST EXIST EXIST EXIST EXIST VARIES

115 PARTS & EQUIP STORAGE EXIST EXIST EXIST EXIST EXIST EXIST VARIES

116 OIL & PAINT STORAGE EXIST EXIST EXIST EXIST EXIST EXIST VARIES

117 REPAIR AREA PAINT EXIST EXIST EXIST EXIST EXIST VARIES

118 WASH PAINT EXIST EXIST EXIST EXIST EXIST VARIES

119 REPAIR AREA EXIST EXIST EXIST EXIST EXIST EXIST VARIES

120 PESTICIDE AREA EXIST EXIST EXIST EXIST EXIST EXIST VARIES

1 1/2" = 1'-0"

DETAIL - REGLET @ EXISTING BRICK

1 1/2" = 1'-0"

DETAIL - INFILL @ EXISTING BRICK

1 1/2" = 1'-0"

DETAIL - FLASHING @ EXISTING BRICK

1/8" = 1'-0"

FINISH PLAN

0 8' 16'4'

MTR

R

DSD

H

O

AI

AO

DI

DO

FS

FM

H

H

C

C

C

C

T

T

T

T

S

DIRECTION OF AIR FLOW

FLEXIBLE DUCT

MANUAL VOLUME DAMPER

RISE IN DIRECTION OF AIR FLOWR

DUCT CAP

DROP IN DIRECTION OF AIR FLOWD

DUCT DOWN

DUCT UP

SUPPLY/OUTSIDE AIR DUCT SECTION

RETURN AIR DUCT SECTION

EXHAUST/RELIEF AIR DUCT SECTION

4-WAY DIFFUSER WITH BLANKOFF IN ONE DIRECTION

SD-1

6/115

AIR TERMINAL PROPERTIES SYMBOL

NECK SIZE/CFM

TERMINAL AIR BOX (REFER TO SCHEDULE)###

### TERMINAL AIR BOX w/REHEAT COIL (REFER TO SCHEDULE)

HUMIDIFIERH

OPPOSED BLADE DAMPER (REFER TO SCHEDULE)

PARALLEL BLADE DAMPER (REFER TO SCHEDULE)

DIFFERENTIAL PRESSURE SENSOR

CARBON MONOXIDE SENSORC

CARBON DIOXIDE SENSORC2

HUMIDISTAT SENSORH

HUMIDISTAT/SENSOR (DUCT MOUNTED)H

OCCUPANCY SENSORO

PRESSURE SENSOR/MONITORP

PRESSURE SENSOR (DUCT MOUNTED)P

THERMOSTAT/SENSORT

TEMPERATURE SENSOR (DUCT MOUNTED)T

THERMOSTAT/SENSOR WITH HEAVY DUTY ENCLOSURET

VENTILATION SYMBOL LIST

SYMBOL: DESCRIPTION:

AIRFLOW MEASUREMENT SYMBOL

XX - DOAS SYMBOL

Y - SEQUENTIAL NUMBER

XX-Y

NOT ALL SYMBOLS MAY APPLY.

FAN POWERED TERMINAL AIR BOX w/REHEAT COIL (REFER TO

SCHEDULE)

VENTILATION ABBREVIATION KEY

ABBR: DESCRIPTION:

DIFFERENTIAL PRESSURE GAUGE (RANGE)DPG (0-2")

DIFFERENTIAL PRESSURE SWITCHDPS

AD ACCESS DOOR

ABOVE FINISHED FLOORAFF

CFSD CONTROL/FIRE/SMOKE DAMPER

EA EXHAUST/RELIEF AIR

FD FIRE DAMPER

FOB FLAT ON BOTTOM

FOT FLAT ON TOP

FSD FIRE/SMOKE DAMPER

MA MIXED AIR

OA OUTSIDE AIR

RA RETURN AIR

SA SUPPLY AIR

SD SMOKE DAMPER

TRANSFER DUCTTD

UC-1 DOOR UNDERCUT BY OTHERS (1" TYPICAL)

ECFSD EXISTING CONTROL FIRE SMOKE DAMPER

EFD EXISTING FIRE DAMPER

EFSD EXISTING FIRE SMOKE DAMPER

ESD EXISTING SMOKE DAMPER

TERMINAL AIR BOXTAB

TYPICALTYP

UON UNLESS OTHERWISE NOTED

N.C. NORMALLY CLOSED

NOT IN CONTRACTNIC

NORMALLY OPENN.O.

SCCR SHORT CIRCUIT CURRENT RATING

DCE DUST COLLECTION EXHAUST

MAU MAKEUP AIR

CO CLEANOUT

PLAN OR DETAIL NUMBER

PLAN OR DETAIL NAME

PLAN OR DETAIL SCALE

DETAIL REFERRED TO BY SECTION CUT

SHEET DETAIL IS LOCATED ON

NAME

VIEW NAME

1/8" = 1'-0"

M101

SIMSIM

INDICATES SIMILAR DETAIL REFERENCED IN

MULTIPLE LOCATIONS

LEVEL NAME

10' - 0" HEIGHT ABOVE

PROJECT 0' - 0"

1 INDICATES NOTE USED TO DESCRIBE

ADDITIONAL INFORMATION ABOUT WORK

REQUIRED, SPECIFIC TO THE SHEET AND/OR

DETAIL

N O R

HT

INDICATES DIRECTION OF TRUE NORTH

VIEW KEY

LINE TYPE AND TAG KEY:

NEW WORK BY THIS CONTRACTOR (WIDE LINE)

NEW

EXISTING TO BE REMOVED (SHORT DASHED PATTERN)

NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE)

EXISTING

EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN)

EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

HALFTONING DOES NOT MODIFY SCOPE.

'TAG'-E TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING

TAG-1 UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL

INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST

INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL

T101

THE LINE TYPES SHOWN ARE FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY RATINGS WITH THE LATEST SET OF ARCHITECTURAL PLANS AND FURNISH ALL MATERIALS REQUIRED TO COMPLY

WITH THOSE RATINGS WHETHER SHOWN OR NOT.

FIRE / SMOKE BARRIER DESIGNATIONS

1 HOUR FIRE BARRIER

SMOKE BARRIER

1 HOUR FIRE/SMOKE BARRIER OR

SHAFT ENCLOSURE

2 HOUR FIRE/SMOKE BARRIER OR

SHAFT ENCLOSURE

3 HOUR FIRE/SMOKE BARRIER

4 HOUR FIRE/SMOKE BARRIER

SMOKE PARTITION

FIRE PARTITION

2 HOUR FIRE BARRIER OR WALL

3 HOUR FIRE BARRIER OR WALL

4 HOUR FIRE BARRIER OR WALL

MECHANICAL GENERAL NOTES:

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, FIRE

PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE CONTROL.

1. DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT, ETC., AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING

CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT.

2. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES FROM ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES.

3. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES.

BRING ANY INTERFERENCES OR CONFLICTS TO THE ATTENTION OF THE COR BEFORE PROCEEDING WITH

FABRICATION OR EQUIPMENT ORDERS.

4. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE REASONABLE

ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER ACCESS.

5. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO COORDINATE SHALL

BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR EXPENSE TO THE GOVERNMENT.

6. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL CHANGES REQUIRED

FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF DESIGN.

7. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL AND OTHER MECHANICAL PLANS FOR

EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES, OTHER THAN SPRINKLERS.

8. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS RESPONSIBLE FOR PATCHING TO MATCH

ORIGINAL CONSTRUCTION, FIRE RATING, AND FINISH.

9. IN AREAS WITH DRYWALL CEILINGS COORDINATE LOCATIONS OF ACCESS PANELS WITH THE GC FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC. COORDINATE PANEL TYPE AND COLOR. NOTIFY THE

GC OF THE REQUIRED ACCESS PANELS PRIOR TO BIDDING.

10. SEAL ALL FLOOR, WALL, AND ROOF PENETRATIONS AIRTIGHT WHERE CONDUITS, PIPING, AND DUCTS PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS AND ROOF SHALL BE SEALED AIRTIGHT WITH

WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER FOR OUTDOOR USE.

11. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL, PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE TRANSMISSION FROM ONE ROOM TO ANOTHER

AND TO PROVIDE THE DESIRED NC LEVELS WITHIN ROOMS.

12. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT MANUFACTURERS.

CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND REQUIRED SERVICE CLEARANCES.

COORDINATE WITH LAYOUT OF EQUIPMENT PADS, PIPING, DUCTWORK, ETC.

13. DO NOT BLOCK TUBE PULL OR EQUIPMENT SERVICE CLEARANCES.

14. MAINTAIN MINIMUM 3'-6” CLEARANCE IN FRONT OF ALL ELECTRICAL PANELS, MOTOR STARTERS, SWITCHES, AND DISCONNECTS.

15. PROVIDE CONCRETE EQUIPMENT PAD FOR ALL FLOOR MOUNTED EQUIPMENT. PAD SHALL EXTEND MINIMUM 6”

BEYOND ALL SIDES OF EQUIPMENT.

16. DO NOT SUPPORT EQUIPMENT, PIPING, OR DUCTWORK FROM METAL DECKING OR OTHER NON-STRUCTURAL

BUILDING ELEMENTS. ANCHORS EMBEDDED IN CONCRETE SHALL BE CRACKED CONCRETE APPROVED IN

ACCORDANCE WITH SPECIFICATIONS.

MECHANICAL RENOVATION NOTES:

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, FIRE

PROTECTION, PLUMBING, MEDICAL GAS, VENTILATION, PIPING AND TEMPERATURE CONTROL.

1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS BEFORE

PROCEEDING.

2. NOT ALL EXISTING DUCTWORK AND PIPING IS SHOWN. VERIFY EXISTING CONDITIONS BEFORE STARTING

WORK. NOTIFY COR OF ANY CONFLICTS WITH NEW WORK.

3. EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF HIS/HER WORK AND SHALL NOTIFY THE GENERAL CONTRACTOR PRIOR TO BIDDING IF OTHER UTILITIES ARE REQUIRED TO BE REMOVED OR

RELOCATED TO ALLOW ACCESS TO HIS/HER AREA OF WORK.

4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CUTTING, REMOVAL AND PATCHING OF ROOFS, WALLS, AND FLOORS ASSOCIATED WITH WORK BY ALL CONTRACTORS. CONTRACTORS SHALL NOTIFY THE GC OF

AFFECTED AREAS PRIOR TO BIDDING.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL CONTRACTORS. NOTIFY THE GENERAL

CONTRACTOR OF AFFECTED AREAS PRIOR TO BIDDING.

6. WHERE EXISTING MECHANICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL EITHER ARRANGE NEW EQUIPMENT, PIPING, OR DUCTWORK IN SUCH A FASHION THAT IT DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING MECHANICAL SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR

DUCTWORK.

7. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION.

MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLATIONS THAT REMAIN ACTIVE.

8. OBTAIN PERMISSION FROM COR BEFORE SHUTTING DOWN ANY SYSTEM FOR ANY REASON. MAINTAIN SERVICE

TO ALL COMPONENTS THAT ARE TO REMAIN UNTIL NEW SYSTEMS ARE INSTALLED.

9. MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR TIE IN AND SWITCHOVER. DRAIN SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. OBTAIN PERMISSION FROM COR BEFORE PARTIALLY OR COMPLETELY DRAINING SYSTEM. MAKE CHANGEOVER TO NEW SYSTEMS WITH

MINIMUM OUTAGE.

10. DISCONNECT AND REMOVE MECHANICAL DEVICES AND EQUIPMENT SERVING EQUIPMENT THAT HAS BEEN

REMOVED.

1. UNLESS NOTED OTHERWISE, THE SIZE OF EACH BRANCH DUCT TO A TERMINAL AIR BOX (TAB) SHALL MATCH THE INLET SIZE UNLESS THE BRANCH IS GREATER THAN 6FEET IN LENGTH, IN WHICH CASE THE BRANCH DUCT

SHALL BE SIZED AT A PRESSURE DROP OF 0.07"W.C. PER 100' OF DUCTWORK.

2. UNLESS NOTED OTHERWISE, THE SIZE OF EACH BRANCH DUCT TO AN AIR TERMINAL SHALL MATCH THE INLET

SIZE.

3. PROVIDE ACCESS DOORS AT ALL DUCT MOUNTED EQUIPMENT.

VENTILATION GENERAL NOTES:

TEMPERATURE CONTROLS ABBREVIATION KEY

ABBR: DESCRIPTION:

MIXING VALVEMV

N.C. NORMALLY CLOSED

NOT IN CONTRACTNIC

NORMALLY OPENN.O.

TYPICAL TYP

UNLESS OTHERWISE NOTESUON

MA MIXED AIR

OA OUTSIDE AIR

RA RETURN AIR

SA SUPPLY AIR

EXHAUST/RELIEF AIREA

FAN

MOTOR

CONTACTOR

PUMP

HUMIDIFIER

DUCT SMOKE DETECTOR

ACT

DS

DP

CS

VS

ANALOG INPUT

ANALOG OUTPUT

DIGITAL OUTPUT

HEATING/ COOLING COIL

FILTER

AIR BLENDER

OPPOSED BLADE DAMPER

PARALLEL BLADE DAMPER

TERMINAL AIR BOX

TERMINAL AIR BOX W/ REHEAT

NORMAL CLOSED CONTACT

NORMALLY OPEN CONTACT

MANUAL MOTOR STARTER

W/THERMAL OVERLOAD

CONTROL SYMBOL LIST

SYMBOL: DESCRIPTION:

NOT ALL SYMBOLS MAY APPLY.

OCCUPANCY SENSOR

ACTUATOR

DOOR SWITCH

DIFFERENTIAL PRESSURE SWITCH

CURRENT SWITCH

VIBRATION SWITCH

SENSOR

AIR FLOW SWITCH

DUCT FLOW METER

FLOW METER

FM

FLOW SWITCH

F

FS FLOW SENSOR

HUMIDITY SENSOR

(DUCT MOUNTED)

H

HUMIDISTAT SENSOR

HUMIDISTAT / SENSOR

CARBON MONOXIDE SENSOR

CARBON DIOXIDE SENSOR

CARBON MONOXIDE SENSOR (DUCT

MOUNTED)

CARBON DIOXIDE SENSOR (DUCT

MOUNTED)

STATIC SWITCH

PRESSURE GAUGE (FURNISHED WITH BALL VALVE)P

DIFFERENTIAL PRESSURE SENSOR

PRESSURE SENSOR (FURNISHED WITH BALL VALVE)P

P PRESSURE SENSOR (DUCT MOUNTED)

SP

T

THERMOSTAT

TEMPERATURE SENSOR (DUCT MOUNTED)

THERMOSTAT/SENSOR WITH HEAVY DUTY ENCLOSURET

TEMPERATURE SENSOR WITH WELL

T

THERMOMETER WITH WELL (DIAL TYPE)T

THERMOMETER WITH WELL (FILLED TYPE)

AVERAGING TEMPERATURE SENSOR

PROBE TEMPERATURE SENSOR

LOW LIMIT TEMPERATURE

SWITCH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

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

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314)-692-5195

C U s e rs

\k fi n c k \D o c u m e n ts \1

-J B

N C

F

C A

-M k fi n c k C

D K

.r v t

/2

/2

:2

:0

A

M

3001-MV000

VENTILATION COVERSHEET JEFFERSON BARRACKS

NATIONAL CEMETERY CORRECT

FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

853CM3042

03/28/2024

KTH RWB

17550

VENTILATION SHEET INDEX

3001-MV000 VENTILATION COVERSHEET

3001-MV111 VENTILATION FLOOR PLAN

3001-MV401 VENTILATION, CONTROL DIAGRAMS & DETAILS

GRAND TOTAL: 3

1.5

DCBA

3001-MV401

6ø

6ø

6ø 6ø

6ø

14x14

6ø

18x18

10ø x

3001-MV401

CONNECT NEW 14"x14"

EXHAUST DUCT TO EXISTING

14"x14" EXHAUST DUCT

REMOVE EXISTING EXHAUST DUCT

SHOWN DASHED

EF-1

REMOVE EXISTING OUTDOOR AIR

LOUVER AND EXHAUST DUCTWORK

PROVIDE BACKDRAFT DAMPER

WITH 48"x30" OUTDOOR AIR LOUVER.

REUSE EXISTING OPENING.

14" DIA. EXHAUST

DUCT TO EF-42.

REMOVE EXISTING

DUCTWORK SHOWN DASHED

ROUTE NEW EXHAUST DUCT UP THRU ROOF & FLASH ROOF

PENETRATION. TERMINATE WITH GOOSENECK &

BACKDRAFT DAMPER AT ROOFLINE. SEE DRAWING 3/MV-401.

C

CARBON MONOXIDE SENSOR/

DETECTOR FOR EF-1

EF-2

EF-28

REMOVE EXISTING

DUCTWORK SHOWN DASHED

REMOVE EXISTING

DUCTWORK SHOWN DASHED

3001-MV401

12x1220x20

NEW 12"x12" EXHAUST DUCT CUT AT

45 DEGREES, COVER OPENING WITH

1/4" WIRE MESH.

14x16

EF-42

14"x14" EXHAUST UP THRU ROOF & FLASH ROOF

PENETRATION. SEE DRAWING 4/MV401 FOR

EXHAUST HOOD DETAIL (ON ROOF).

MOUNT EF-42 PER MANUFACTURERS

RECOMMENDATIONS

6" EXHAUST UP THRU ROOF. SEE DRAWING

4/MV401 FOR EXHAUST HOOD DETAIL (ON ROOF).

SUPPORT EF-28 PER

MANUFACTURERS

RECOMMENDATIONS

SERVICE CLEARANCE

CONTRACTOR TO DEMO

DUCT AND PATCH WALL TO

MATCH EXISTING

CONTRACTOR TO DEMO EXISTING EXHAUST

FAN AND PATCH CEILING TO MATCH EXISTING

S

EF-1 OVER RIDE SWITCH

S

EF-42 SWITCH

S

EF-28 SWITCH

SCALE: 3/16" - 1'-0"

CONNECT NEW 14"x14"

EXHAUST DUCT TO EXISTING

14"x14" EXHAUST DUCT

BALANCE TO

600 CFM

BALANCE TO 1,000 CFM

BALANCE TO 1,000 CFM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

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

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314)-692-5195

C U s e rs

\k fi n c k \D o c u m e n ts \1

-J B

N C

F

C A

-M k fi n c k C

D K

.r v t

/2

/2

:2

:0

A

M

3001-MV111

VENTILATION FLOOR PLAN JEFFERSON BARRACKS

NATIONAL CEMETERY CORRECT

FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

853CM3042

03/28/2024

KTH RWB

17550

GENERAL NOTES:

1. MECHANICAL CONTRACTOR SHALL FIELD VERIFY

LOCATIONS OF EXISTING EQUIPMENT AND NEW

EQUIPMENT LOCATIONS PRIOR TO ROUGH-IN.

CONTRACTOR SHALL OBTAIN APPROVAL OF LAYOUTS

AND LOCTIONS FROM THE ARCHITECT / OWNER. ANY

LOCATION IN WHICH THE ARCHITECT DEEMS ARE NOT

COORDINATED SHALL BE REWORKED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

2. MECHANICAL CONTRACTOR SHALL FABRICATE NEW

DUCTWORK PER SMACNA. ALL DUCTWORK TO BE

DESIGNED AT MEDIUM PRESSURE PER ASHRAE.

3. MECHANICAL CONTRACTOR TO COORDINATE HVAC

CONTROLS TO BE DETERMINED DURING DETAIL DESIGN.

4. EXHAUST DUCTWORK BASED ON .1 1N. W.C./100FT TO

SIZE EXHAUST DUCT VELOCITY.

KEYNOTES:

1. CONTRACTOR TO DEMO EXISTING AXIAL FAN. REPLACE

IN KIND PER DETAIL DESIGN DRAWINGS.

2. CONTRACTOR TO DEMO EXISTING RESTROOM EXHAUST

FAN AND ASSOCIATED DUCTWORK. REPLACE IN KIND

PER DETAIL DESIGN DRAWINGS.

3. INSTALL NEW 3-DROP PLYMOVENT SYSTEM TO INCLUDE

ONE ROOF PENETRATION. SINGLE FAN UNIT (FAN-42) AT

1500 TO 1650 CFM.

4. INSTALL NEW SINGLE DROP PLYMOVENT SYSTEM TO

INCLUDE ONE ROOF PENETRATION. SINGLE FAN UNIT

(FAN-28) AT 500 TO 550 CFM.

5. CONTRACTOR TO DISCONNECT AND STORE

CONDENSING UNIT DURING EXCAVATION. INCLUDES

CAPTURING REFRIGERANT, DISCONNECTING AND

LOCKING-OUT ELECTRICAL. CONTRACTOR TO REINSTALL

AND REFILL REFRIGERANT AFTER EXCAVATION,

RECONNECT ELECTRICAL AND VERIFY OPERATION.

FIRST LEVEL PLAN - VENTILATION

N O R

HT

ALL SELECTIONS ARE BASED ON AN ALTITUDE OF 0 FEET.

NOTE

EF-28 SHOP

PLYMOVENT

FAN-28

VEHICLE

EXHAUST

550 INLINE CENTRIFUGAL DIRECT 1 120 3400 1 0,75 6.3 - 10.0A SEE DRAWING 4/MV-111

EF-42 SHOP

PLYMOVENT

FAN-42

VEHICLE

EXHAUST

1650 UTILITY DIRECT 3 208 3400 2 1,5 2.5 - 4.0A SEE DRAWING 3/MV-111 EC MOTOR, PROVIDE CURB AND ATTACHMENTS. SEE DRAWING 1/MV401

EF-2

RESTROOM ABOVE

CEILING

GREENHECK

SP-AP0511W-1

TOILET

EXHAUST

80 TOILET FAN EC 1 120 817 - SEE DRAWING 2/MV-111

EF-1 SHOP

GREENHECK

SQ-160

PURGE

EXHAUST

3000 INLINE DIRECT 1 120 1200 1/2 - SEE DRAWING 1/MV-111 ADD VFD FOR RAMPING

CFM

TYPE DRIVE PHASE VOLT RPM

HP KW MOTOR PROTECTION

SWITCH (MPS)

MARK LOCATION

MANUFACTURER

/MODEL

SYSTEM

AND/OR

SERVICE

AIR FLOW

FAN

CONTROL SEQUENCE REMARKS

FAN SCHEDULE

NOTE 3

WOOD NAILING STRIP

ROOF CURB, WITH 12" MINIMUM

HEIGHT REQUIREMENT

COORDINATE SLOPE WITH

ARCHITECT/ROOFER

NOTE 2

NOTE 1

CURB CAP

ROOF

GRAVITY BACKDRAFT DAMPER

(EXHAUST ONLY, WHERE NOTED)

DUCT (SIZE AND

ROUTE PER PLANS)

NOTE:

1.

2.

3.

SECURE HOOD TO WOOD NAILING STRIP WITH 3/8" CADMIUM PLATED LAG BOLTS

NOT OVER 12" ON CENTER.

SECURE ROOF CURB, DUCTWORK AND DAMPER TO ROOF RUST RESISTANT BOLTS

(METAL DECK & BAR JOIST ROOF).

FACTORY ASSEMBLED HINGED HOOD WITH LATCH AND BIRD SCREEN LOREN COOK

PR OR EQUAL. THE SPUN ALUMINUM STRUCTURAL COMPONENTS SHALL BE

CONSTRUCTED OF MINIMUM 16 GAUGE MARINE ALLOY ALUMINUM BOLTED TO A

RIGID ALUMINUM SUPPORT STRUCTURE.

TRANSITION DUCT TO

FULL SIZE OF DAMPER

SUPPLIED WITH HOOD

NOTE 2

C S

DO

DI

FM

AI

FM

AI

AO

FM

AI

DO

DI

FM

AI

AO

LEVEL 01

0"

LEVEL 02

14'-0"

LEVEL 03

27'-1 1/2"

MHR-850

6ø

FLOOR

ROOFLINE

CEILING

EF-42 EXHAUST HOOD.

SEE DETAIL 4/MV401

EXHAUST FAN

EF-42

" EF-42 EXHAUST FAN

CURB WITH FLASHING.

12" MINIMUM HEIGHT

SEE DETAIL 4/MV401

14/14 EA

14" DIA. EA

ROUTE DRAIN LINE TO

NEAREST FLOOR DRAIN

LEVEL 01

0"

LEVEL 02

14'-0"

EF-1

20x20 20x20

FLOOR

SERVICE CLEARANCE

SERVICE CLEARANCE

REMOVE EXISTING

EXHAUST DUCTWORK

SHOWN DASHED

CONNECT 20x20 EXHAUST

DUCTWORK TO EXHAUST

LOUVER

LEVEL 01

0"

LEVEL 02

14'-0"

EF-2

PROVIDE BACKDRAFT

DAMPER AT ROOFLINE

FLOOR

RESTROOM

CEILING

PROVIDE GOOSENECK

OPENING 36" MINIMUM

ABOVE ROOF WITH

1/4" MESH COVER

OVER OPENING

REMOVE EXISTING EXHAUST

DUCTWORK AND GRILLE

SHOWN DASHED. PATCH

CEILING OPENING TO

MATCH EXISTING.

FAN ON/OFF

INTERLOCKED WITH

CARBON MONOXIDE

SENSOR/DETECTOR.

EXHAUST

ZONE AIR

SEQUENCE OF OPERATION (EF-1):

1) EXHAUST FAN SHALL INTERLOCK WITH CARBON MONOXIDE

SENSOR/DETECTOR.

2) WHEN THE CARBON MONOXIDE SENSOR/DETECTOR TRIPS - THE

EXHAUST FAN WILL START. ONCE THE CARBON MONOXIDE SENSOR

IS SATIFIED THE EXHAUST FAN WILL RAMP DOWN AND RUN FOR 15

MIN AND SHUT OFF.

3) HAND/ON/OFF/AUTO SWITCH IN CASE SOMEONE WANTS TO TURN

ON AND THERE IS NO CO.

ALARMS, INTERLOCKS AND SAFETIES:

NA

EXTERIOR

FAN ON/OFF

INTERLOCKED WITH

LIGHT SWITCH AND

TIMER

BATHROOM

ZONE AIR

SEQUENCE OF OPERATION (EF-2):

1) THE FAN SHALL RUN DURING OCCUPIED HOURS.

2) EXHAUST FAN SHALL INTERLOCK WITH BATHROOM FAN LIGHTS.

WHEN THE LIGHTS ARE TURNED ON THE EXHAUST FAN WILL START.

WHEN THE LIGHTS ARE TURNED OFF THE EXHAUST FAN WILL RUN

FOR 15 MIN AND SHUT OFF.

ALARMS, INTERLOCKS AND SAFETIES:

NA

FAN

STATUS

CS

START/

STOP

ACT

SEQUENCE OF OPERATION:

1) WHEN HOSE REEL COLLECTION UNIT IS ENABLED MOTOR OPERATED DAMPER

SHALL OPEN AND MODULATE TO MAINTAIN AIRFLOW SETPOINT CFM (ADJ.).

EXHAUST AIRFLOW SETPOINT FROM BUILDING SHALL REMAIN.

2) 2-POSITION DAMPER SHALL FULLY OPEN WHEN FAN IS ENERGIZED. WHEN FAN IS

DE-ENERGIZED, 2-POSITION DAMPER SHALL FULLY CLOSE.

ALARMS, INTERLOCKS AND SAFETIES:

AN ALARM SHALL BE GENERATED AT THE FMCS OPERATOR WORKSTATION IN THE

EVENT THE FMCS COMMANDS THE EXHAUST FAN TO OPERATE AND THE CURRENT

SENSING RELAY DETECTS INSUFFICIENT CURRENT DRAW.

EXHAUST AIR FROM

PLYMOVENT SYSTEM

EXHAUST AIR FROM

PLYMOVENT SYSTEM

TO ROOFTOP

EXHAUST VENT

OPEN/CLOSE

EXHAUST AIR FROM

PLYMOVENT SYSTEM

FAN

STATUS

CS

START/

STOP

ACT

SEQUENCE OF OPERATION:

1) WHEN HOSE REEL COLLECTION UNIT IS ENABLED MOTOR OPERATED DAMPER

SHALL OPEN AND MODULATE TO MAINTAIN AIRFLOW SETPOINT CFM (ADJ.).

EXHAUST AIRFLOW SETPOINT FROM BUILDING SHALL REMAIN.

2) 2-POSITION DAMPER SHALL FULLY OPEN WHEN FAN IS ENERGIZED. WHEN FAN IS

DE-ENERGIZED, 2-POSITION DAMPER SHALL FULLY CLOSE.

ALARMS, INTERLOCKS AND SAFETIES:

AN ALARM SHALL BE GENERATED AT THE FMCS OPERATOR WORKSTATION IN THE

EVENT THE FMCS COMMANDS THE EXHAUST FAN TO OPERATE AND THE CURRENT

SENSING RELAY DETECTS INSUFFICIENT CURRENT DRAW.

EXHAUST AIR FROM

PLYMOVENT SYSTEM

TO ROOFTOP

EXHAUST VENT

OPEN/CLOSE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

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

Phase

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314)-692-5195

C U s e rs

\k fi n c k \D o c u m e n ts \1

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N C

F

C A

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D K

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/2

:2

:0

A

M

3001-MV401

VENTILATION, CONTROL

DIAGRAMS & DETAILS

JEFFERSON BARRACKS

NATIONAL CEMETERY CORRECT

FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

853CM3042

03/28/2024

KTF RWB

17550

PLYMOVENT INSTALLATION

SECTION AT EF-1

RESTROOM EXHAUST SECTION

EXHAUST HOOD DETAIL

EF-1 IN-LINE EXHAUST FAN CONTROL DIAGRAM 6

EF-2 BATHROOM EXHAUST FAN CONTROL DIAGRAM

EF-42 EXHAUST FAN CONTROL DIAGRAM

EF-28 EXHAUST FAN CONTROL DIAGRAM

NO SCALE NO SCALE NO SCALE NO SCALE

NO SCALE

NO SCALE NO SCALE NO SCALE

1.5

DCBA

C

J

J

J J

LIGHTING

PANEL L2B

LIGHTING

PANEL L2A

HEATING

PANEL H2

1 5

1 2

E F

-1

EF-2

F A

N -4

F A

N -2

A

EF-42

208V-3P/20A

PNL H2- 37,39,41

EF-1

PNL L2A- 37

EF-28

PNL L2A- 36

EF-2

PNL L2A- 34

MS

MS

MS

MS

PLAN OR DETAIL NUMBER

PLAN OR DETAIL NAME

PLAN OR DETAIL SCALE

DETAIL REFERRED TO BY SECTION CUT

SHEET DETAIL IS LOCATED ON

NAME

VIEW NAME

1/8" = 1'-0"

M101

T101

SIM

DETAIL REFERRED TO BY ELEVATION

SHEET DETAIL IS LOCATED ON

INDICATES SIMILAR DETAIL

REFERENCED IN MULTIPLE LOCATIONS

SIM

INDICATES SIMILAR DETAIL

REFERENCED IN MULTIPLE LOCATIONS

LEVEL NAME

10' - 0" HEIGHT ABOVE

PROJECT 0' - 0"

1 INDICATES NOTE USED TO DESCRIBE

ADDITIONAL INFORMATION ABOUT

WORK REQUIRED, SPECIFIC TO THE

SHEET AND/OR DETAIL

N

O R HT

INDICATES DIRECTION OF TRUE NORTH

VIEW KEY

NEW WORK BY THIS CONTRACTOR

(DARK SOLID LINE)

NEW WORK UNDERFLOOR OR UNDERGROUND BY THIS CONTRACTOR

(DARK LONG DASHED LINE)

NEW WORK BY OTHERS AND/OR EXISTING TO REMAIN

(LIGHT SOLID LINE)

EXISTING TO BE REMOVED BY THIS CONTRACTOR

(DARK SHORT DASHED LINE)

LINE TYPE KEY:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

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

Phase

DESIGNER OF RECORD STAMP

321 4 5 6 7 8 9 10

CONSULTANTS

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314) 692-5195

C U s e rs \A

W e b e r\ D o c u m e n ts \1

-J

B N

C F

C A

-E a w e b e r9

S

.r v t

/2

/2

:1

:3

A

M

3001-EP101

ELECTRICAL FLOOR PLAN JEFFERSON BARRACKS

NATIONAL CEMETERY CORRECT

FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

853CM3042

MARCH 28, 2024 ATW JPC

1/8" = 1'-0"

FIRST LEVEL - ELECTRICAL

GENERAL NOTES:

A. ELECTRICAL CONTRACTOR SHALL COORDINATE

EXACT MOUNTING HEIGHTS AND LOCATIONS OF

WALL MOUNTED DEVICES WITH EXISTING EQUIPMENT

AND ARCHITECTURAL ELEVATIONS.

B. ELECTRICAL CONTRACTOR SHALL COORDINATE

EXACT LOCATIONS OF NEW SWITCHES/CONTROLLERS

IN ALL SPACES WITH EQUIPMENT LOCATIONS PRIOR

TO ROUGH-IN. CONTRACTOR SHALL OBTAIN APPROVAL

OF LAYOUTS AND LOCATIONS FROM THE COR. ANY

LOCATION IN WHICH THE COR DEEMS ARE NOT

COORDINATED SHALL BE REWORKED BY THE

CONTRACTOR AT NO ADDITIONAL COST TOTHE

GOVERNMENT.

C. ELECTRICAL CONTRACTOR SHALL FISH NEW WIRING

IN EXISTING WALLS OR CEILING WHERE POSSIBLE. IF

WALLS CANNOT BE FISHED, WIRING SHALL BE RUN IN A

SURFACE APPLIED METALLIC RACEWAY ONLY WHERE

PRE-APPROVED BY THE COR.

D. PROVIDE A UL LISTED FIRESTOPPING SYSTEM FOR ALL

PENETRATIONS AND SLEEVES THROUGH FIRE RATED

CONSTRUCTION UPON CONDUIT AND CABLING

INSTALLATION AS REQUIRED TO MAINTAIN THE INTEGRITY

OF THE RATED ASSEMBLY.

KEYNOTES:

1. (3) NO. 10 THWN & (1) NO.10 GROUND IN 3/4" CONDUIT.

2. APPROXIMATE LOCATION OF PLYMOVENT FAN-28

CONTROLLER FURNISHED BY MECHANICAL CONTRACTOR,

INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR.

COORDINATE EXACT LOCATION AND REQUIREMENTS IN

FIELD.

3. APPROXIMATE LOCATION OF PLYMOVENT FAN-42

CONTROLLER FURNISHED BY MECHANICAL CONTRACTOR,

INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR.

COORDINATE EXACT LOCATION AND REQUIREMENTS IN

FIELD.

4. APPROXIMATE LOCATION OF WALL EXHAUST FAN

CONTROLLER FURNISHED BY MECHANICAL CONTRACTOR,

INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR.

COORDINATE EXACT LOCATION AND REQUIREMENTS IN

FIELD.

5. APPROXIMATE LOCATION OF BATHROOM EXHAUST SWITCH

FURNISHED BY MECHANICAL CONTRACTOR, INSTALLED

AND WIRED BY ELECTRICAL CONTRACTOR. COORDINATE

EXACT LOCATION AND REQUIREMENTS IN FIELD. SEE

DETAIL A1 ON SHEET 3001-EP500.

6. RP - DENOTES EXISTING DEVICE OR FIXTURE THAT SHALL

BE REPLACED WITH NEW IN SAME LOCATION. WIRE TO

EXISTING CIRCUITING AT LOCATION UNLESS OTHERWISE

NOTED.

ELECTRICAL SYMBOLS

SYMBOL DESCRIPTION

GROUND

NEUTRAL HOT

A-1

J J

CONDUIT CONCEALED ABOVE CEILING OR IN WALL WHEREVER POSSIBLE

CONDUIT CONCEALED BELOW SLAB OR GRADE

CONDUIT EXPOSED ON CEILING, WALL OR BAR JOIST FOR EXPOSED

TYPE BUILDING CONSTRUCTION

INDICATES NUMBER OF HOT, NEUTRAL, AND GROUND CONDUCTORS

IN CONDUIT. TO BE USED AS A GENERAL GUIDE TO SHOW INTENT OF

CIRCUITING AND SWITCHING ARRANGEMENT. NOT SHOWN IN ALL

CASES. CONTRACTOR SHALL VERIFY AND INSTALL ADDITIONAL

CONDUCTOR WHERE REQUIRED

HOME RUN TO PANELBOARD SHOWING CIRCUIT DESIGNATION,

INDICATING PANEL AND CIRCUIT BREAKER NUMBER WITHIN PANEL

HUBBELL WIRING DEVICE-KELLEMS OCCUPANCY SENSOR:HARD WIRED

WALL SWITCH BOX, WHITE MANUAL MODEL #WS1000W

120V-1P, 1HP MOTOR RATED SWITCH EQUAL TO LEVITON 1221.

208V, 3HP RATED, COMBINATION MOTOR DISCONNECT, HAND/OFF/AUTO

SWITCH WITH PILOT LIGHT EQUAL TO EATON ECH1601EJ.

JUNCTION BOX

MS

MS

H N 120V

CKT

EF

CIRCUIT BREAKER

LINE VOLTAGE WIRING &

CONDUIT BY E.C.

WS1000W SWITCH IN

INDIVIDUAL RESTROOM.

LIGHT IN BATHROOM.

DISCONNECT SWITCH FURNISHED WITH

EXHAUST FAN INSTALLED BY E.C. ABOVE

ACCESSIBLE CEILING.

FAN ON/OFF

INTERLOCKED WITH

LIGHT SWITCH AND

TIMER

BATHROOM

ZONE AIR

SEQUENCE OF OPERATION (EF-2):

1) THE FAN SHALL RUN DURING OCCUPIED HOURS.

2) EXHAUST FAN SHALL INTERLOCK WITH BATHROOM FAN LIGHTS.

WHEN THE LIGHTS ARE TURNED ON THE EXHAUST FAN WILL START.

WHEN THE LIGHTS ARE TURNED OFF THE EXHAUST FAN WILL RUN

FOR 15 MIN AND SHUT OFF.

ALARMS, INTERLOCKS AND SAFETIES:

NA

S

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

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

Phase

DESIGNER OF RECORD STAMP

321 4 5 6 7 8 9 10

CONSULTANTS

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314) 692-5195

C U s e rs \A

W e b e r\ D o c u m e n ts \1

-J

B N

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C A

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S

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/2

/2

:1

:3

A

M

3001-EP500

ELECTRICAL DETAILS JEFFERSON BARRACKS

NATIONAL CEMETERY CORRECT

FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

853CM3042

MARCH 28, 2024 ATW JPC

12" = 1'-0"

EXHAUST FAN WIRING DIAGRAM

12" = 1'-0"

EF-2 BATHROOM EXHAUST FAN CONTROL DIAGRAM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

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

Phase

DESIGNER OF RECORD STAMP

321 4 5 6 7 8 9 10

CONSULTANTS

GEOTECHNICAL ENGINEER

TERRACON CONSULTANTS

11600 LILBURN PARK ROAD

ST. LOUIS, MO 63146

(314) 692-5195

C U s e rs \A

W e b e r\ D o c u m e n ts \1

-J

B N

C F

C A

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S

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/2

/2

:1

:3

A

M

3001-EP600

ELECTRICAL SCHEDULES JEFFERSON BARRACKS

NATIONAL CEMETERY CORRECT

FCA DEFICIENCIES

2900 SHERIDAN ROAD, ST. LOUIS, MO 63125

853CM3042

MARCH 28, 2024 ATW JPC

CIRCUIT KEY NOTES:

*TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL.

TOTAL ESTIMATED DEMAND AMPS: 9 A

TOTAL CONNECTED AMPS: 9.02 A

TOTAL ESTIMATED DEMAND LOAD: 3.25 kVA

TOTAL CONNECTED LOAD: 3.25 kVA

Power 3.25 kVA 100.00% 3.25 kVA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND

TOTALS*

Total Amps: 8.33 8.33 10.42

Total Load: 1.00 kVA 1.00 kVA 1.25 kVA

41 42

39 40

37 EF-1 20 A 1 1 38

35 -- -- -- 0 1.25 1 20 A EF-28 36

33 -- -- -- 0 1 1 20 A EF-2 34

31 WELDER 150 A 3 0 0 1 150 A TL5-4I 32

29 LIGHTS FOR BAY #4 20 A 1 0 0 1 20 A FUEL MOTIONS 30

27 LIGHTS (FRONT 2 OF BAY #1, #2 ... 20 A 1 0 0 1 20 A EX LOAD 28

25 LIGHTS (FRONT 2 OF BAY #1, #2 ... 20 A 1 0 0 -- -- -- 26

23 220 VOLT RECEPT WIREMOLD 20 A 1 0 0 2 20 A TIRE BALANCER 24

21 EX LOAD 20 A 1 0 0 1 20 A RECEPT WASH AREA 22

19 STEAM RECEPT 20 A 1 0 0 1 20 A WORK BENCH 20

17 EX LOAD 20 A 1 0 0 1 20 A EX LOAD 18

15 LTG. OFFICE & CARPENTRY RMS. 20 A 1 0 0 1 20 A EX LOAD 16

13 LTG. PART RM. OIL ROOM FAN... 20 A 1 0 0 1 20 A EX LOAD 14

11 LTG. PAINT RM. 20 A 1 0 0 1 20 A EX LOAD 12

9 LTG. OUTSIDE 20 A 1 0 0 -- -- -- 10

7 LTG. BETWEEN DOOR 20 A 1 0 0 2 20 A EXHAUST FAN EF 2-2 8

5 LTG. WASH AREA 20 A 1 0 0 -- -- -- 6

3 STEAM RECEPT 20 A 1 0 0 -- -- -- 4

1 STEAM RECEPT 20 A 1 0 0 3 20 A OVERHEAD DOOR 2

CKT NO. LOAD DESCRIPTION

OCPD

AMPS

# OF

POLES

A B C # OF

POLES

OCPD

AMPS LOAD DESCRIPTION CKT NO.

NOTES: EXISTING SQUARE D TYPE NQ0B PANELBOARD.

ISC UNKNOWN

SCCR:

LOCATION: WIRE: 4

FED FROM: @ PHASE: 3

ENCLOSURE: Type 1 SOLID NEUTRAL VOLTS: 120/208 Wye

MOUNTING: Surface MAIN: 225 A

LIGHTING PNL L2A

CIRCUIT KEY NOTES:

*TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL.

TOTAL ESTIMATED DEMAND AMPS: 9.2 A

TOTAL CONNECTED AMPS: 9.19 A

TOTAL ESTIMATED DEMAND LOAD: 3.31 kVA

TOTAL CONNECTED LOAD: 3.31 kVA

Power 3.31 kVA 100.00% 3.31 kVA

LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND

TOTALS*

Total Amps: 9.19 9.19 9.19

Total Load: 1.10 kVA 1.10…