ATTACHMENT 2 - Drawings.pdf

P roperty D e script ion ( 2008)

J efferson B arrack s H ospital

A tra ct of lan d being p art o f Fra ctio nal S ection 6 in Tow nsh ip 43

N orth, R ange 6 Ea st of the Fift h Pr incip al M eridi an in S t.

Loui s Co unty, M iss ouri and bein g mor e pa rticu larly described as foll ows:

C O

M

MEN

CING

a t a C oncret e Monu ment m arkin g the

N orth west c orner of a tract of la nd des cribe d in a deed to Me hlvill e Sch ool D istrict R-9 as rec orded in De ed B oo k 597 6, Pag e 432 of th e St. Louis

County R ecor ds, s aid point bein g on the south ern line of Je fferson B arracks N ation al C emete ry; t henc e alo ng th e No rther n lin e of the M ehlville Scho ol t ract South degre es 11 min utes 04 se cond s Eas t, a d istan ce of

57.0 5 feet to the north east corn er th ereof; th ence along the Eastern l ine of sa id tr act S outh

05 d egrees 25 m inu tes 0 6 se conds W est, a d istance o f 97.15 feet t o the

PO

IN

T O F

B

EGI

NN

IN

G of the tract h erein d escribed; the nce l eavin g sa id E astern lin e alo ng the So uthern li ne of the Jefferson Barracks

N ati onal Ceme tery the follo wing: the nce S outh 86 degree s 53 minu tes 0

5 se conds East, a distance o f 63

7.69 feet t o a p oint; th ence alon g a c urve to the r ight havi ng a rad ius o f 25

2.50 feet , an arc leng th of 282 .03 f eet, and a ch ord which bea rs S outh 54 d egrees 53 m inu tes 09 s econd s Ea st, a cho rd d istan ce o f 267 .60 feet t o a p oint; th ence Sou th 22 deg rees minutes 1

5 second s East, a dis tanc e of 177.

53 f eet to a poin t; t henc e al ong a cur ve to th e le ft ha ving a radiu s of 239.

00 f eet, an arc l ength of

.57 f eet, and a c hord which b ears

South 42 degr ees 29 m inute s 42 seco nds East, a ch ord d ista nce o f 16

0.40 feet to a poi nt; t hence Sou th 62 deg rees 06 m inutes 05 seco nds East, a di stan ce of

.06 f eet to a poin t; th ence

N orth 33 d egrees

2 mi nutes 05 s econ ds Ea st, a dis tance of 271.6

2 fee t to a po int; thenc e So uth 7

1 deg rees

09 m inute s 38 seco nds East, a distanc e of 189.94 fe et t o a p oint; the nce N orth

21 d egree s 05 m inu tes 07 sec onds

E ast, a d ista nce o f 14

2.82 feet to a poi nt; t henc e Sou th 69 deg rees 00 m inutes 42 sec onds East

, a d ista nce o f 15

0.34 feet to a poi nt; thenc e Sou th 0 9 deg rees 04 m inutes 34 sec onds East, a d ista nce o f 35

8.99 feet t o a p oint; th ence Nort h 80 degr ees 57 m inute s 38 seconds

East , a dista nce of 5

7.61 feet to a poi nt; then ce al ong a cu rve t o th e le ft ha ving a radius of 210.

00 fe et, an arc le ngth of 205.7

9 fe et, and a cho rd w hich b ears

N orth degre es 5 3 min utes 12 s econ ds East, a cho rd d ista nce o f 19

7.65 feet to a poi nt; thenc e N orth 2

4 de grees

48 minut es 4

7 sec onds East, a distance of 3

0.07 feet to a point; thenc e alo ng a curv e to the l eft h avin g a radiu s of 228.00 feet, an a rc length of 6 3.22 feet , and a c hord w hic h be ars N orth

16 d egre es 52 min utes 12 second s Ea st, a cho rd distan ce of 63.02 fe et t o a p oint

; the nce

North 08 degre es 55 m in utes

36 s econ ds E ast, a distan ce o f 63 .07 feet to a poin t; thence al ong a curve to th e rig ht h avin g a r adiu s of

.00 feet, an arc lengt h of

191.98 f eet, and a c hord w hic h be ars N orth degrees 1 4 mi nutes 37 s econds

E ast, a c hord dis tance of

187.58 f eet to a point; t henc e No rth 5 1 de gree s 33 m in utes 39 secon ds E ast, a di stan ce of 81 .63 feet to a poi nt; then ce along a cu rve to t he le ft h avin g a radi us of 195.00 feet , an a rc l engt h of 140.2

3 fe et, and a chor d w hich be ars N orth 30 d egre es 57 minu tes

33 se conds Eas t, a chord dis tance of 1 37.2

3 feet to a po int;

thenc e No rth 1 0 deg rees 21 m inute s 28 seco nds E ast, a distanc e of

176.62 f eet to a point; t hence No rth 8

9 de gree s 51 m inu tes 57 se conds E ast, a distanc e of 18.8

2 fe et to the

Sou thw e st co rner of a tra ct o f land d escribed in a deed to the State of

M iss ouri as r ecorded in Bo ok 2 667, Page3 67 o f the St.

Loui s C ou nty

Records; t hence along the So uther n line of said tra ct No rth 89 de grees 39 m inut es 13 sec onds East

, a distan ce o f 330 .00 f eet to a poin t; th ence North 89 degre es 3 9 m in utes

13s econ ds Ea st, a dis tance of 2 29.00 fee t more or less to t he W e st ba nk o f the

M iss issip pi R iver;

then ce along said W est bank the follo wing m ean ders: Sout h 11 degr ees 4 3 min utes 27 s econd s Wes t, a d istan ce of

95.9 7 feet to a po int;

then ce S outh 09 d egrees 07 m inu tes 33 se cond s W es t, a dist ance of 5 37.5

3 fee t to a po int; then ce S outh 14 d egree s 12 m inu tes 43 se cond s W es t, a dist ance of 5 58.5

3 fee t to a po int;

t hence

S outh 08 de grees 55 m inutes 19 s econd s Wes t, a d istance of

.86 fe et to the

North ern R ight-o f-way of M issour i State H ighway

255; thenc e alo ng sa id Hig hway R ight

-of-w ay the follow ing

: N orth 70 d egrees

7 mi nutes 43 s econ ds We st, a dis tance of 2

50.0 9 feet to a po int; thence No rth 1

0 deg rees 16 m inute s 34 seco nds E ast, a di stanc e of 559.

68 fe et to a p oint;

the nce N orth 69 d egree s 00 minu tes 1 1 seconds

W est, a d ista nce o f 38

0.30 feet to a poin t; th ence Nort h 66 degr ees 2 6 mi nutes 03 s econ ds We st, a dis tance of 1452.

20 fe et t o a p oint;

thence N orth

08 d egree s 27 m inu tes 4

3 se conds

W est, a dista nce of 26

3.31 feet t o a p oint; th ence Sout h 81 degr ees 32 m inute s 18 seconds

West , a dista nce of 12 8.96 feet to the E ast ern line of t he af ores aid Mehlv ille

Sch ool D istrict R -9 t ract ; the nce in a northerly directi on a long said

Eastern l ine a long a c urve to t he r ight havi ng a radi us o f 1149.29 feet, an arc leng th o f 265 .97 feet

, and a c hord whic h be ars N orth 08 degre es 1

8 m in utes secon ds W est, a ch ord distance of 26

5.37 fee t to a po int;

t hence

N orth

01 d egre es 40 min utes 54 s econd s We st, a distance of 260.5 6 fe et to a p oint;

the nce a long a cu rve left havi ng a radi us of 479.10 f eet, an a rc l ength of 229.6

7 fe et, a nd a chor d w h ich b ears N orth 15 d egrees

4 mi nutes 55 s econ ds We st, a chord distanc e of 227.4

8 fe et to a po int; then ce No rth 2 9 deg rees 08 m inute s 54 seco nds W est, a distance of

221.16 feet to a po int;

then ce No rth 3

0 deg rees 16 m inute s 54 s econds

W est, a d istan ce o f 13

4.09 feet to a point;

thenc e al ong a cur ve t o the rig ht ha ving a r adius of 727.6 7 feet, an arc le ngth of 4

53.4 0 fee t, a nd a chord wh ich b ears Nor th 12 deg rees 25 m inutes 55 seconds

W est, a c hord dist ance of 4 46.1

0 fee t to a po int; then ce N orth 05 d egree s 25 minu tes 06 second s East, a distance of 3

34.49 fee t to the

Point of Begin ning and containin g 5,574,2

05 s quare fee t or 127.

966 a cres m ore or l es s.

A stan da rd Disk stamped "Y 58 19

4" loc ated 1.5 miles S outh of

J effers on B arracks, 1.5 m iles S ou th alo ng the

Misso uri P acific R a ilroa d f rom t he sta tion at Jef ferso n Barracks, S

t. L ouis C ounty , 0.2 miles

N orth o f the s mokest ack of Koch H o spital, 0.2 m iles S outh of River

B eacon

672, 5 feet N orth of M ilepost 11, set in a l ight stru ct ure s et a t t he to p of a con crete culve rt in the top o f the E ast headw a ll, and 9 fe et

E ast o f the centerline o f the E ast T ra ck.

A set

"l" c ut in the S outhw est c orner of th e bottom step o f stai rs lo cated a t the S outh we st Cor ner of

Building No.

25 of Jeffers on Bar racks.

ELE

V.=525.3

SITE BE

NCH

MA

RK

U.S.G.S. B

ENC

HM

AR

K

DESIGN TEAM

MECHANICAL

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

PHONE: (206) 590-2118

SIGNATURE LINE

COR

ARCHITECTURAL

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

PHONE: (206) 590-2118

ELECTRICAL

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

PHONE: (206) 590-2118

PROJECT INFORMATION

STATE:

COUNTY:

JURISDICTION:

OWNER:

CODE ANALYSIS

PROJECT DESCRIPTION

THE PROPOSED DESIGN SHALL IMPROVE,

RECONFIGURE, EXPAND AND RENOVATE

EXISTING SPACES FOR NEW

TELECOMMUNICATION ROOMS.

APPLICABLE BUILDING

BUILDING 56

ICRA CLASS REQUIREMENTS

REQUIREMENTS DEPENDENT ON

EACH INDIVIDUAL ROOM LOCATION.

MISSOURI

ST. LOUIS

FEDERAL

DEPARTMENT OF VETERANS

AFFAIRS

CIVIL

WSP

33301 9TH AVE SOUTH STE 300

FEDERAL WAY, WA 98003

PHONE: (206) 431-2300

GENERAL NOTES

1. COORDINATE WORK WITH ALL CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS &

SPECIFICATIONS.

2. SPECIFICATIONS SHALL SUPERSEDE DRAWINGS IN THE CASE OF ANY CONFLICTING INFORMATION.

BRING TO THE AWARENESS OF AND VERIFY WITH VA COR PRIOR TO PROCEEDING.

3. THE CONTRACTOR AND ANY SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND PROJECT REQUIREMENTS PRIOR TO SUBMITTING A BID OR BEGINNING WORK. NO ALLOWANCES WILL BE MADE ON BEHALF OF THE CONTRACTOR OR SUB-CONTRACTORS FOR FAILURE

TO VISIT THE SITE.

4. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS BEFORE BEGINNING WORK. ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS SHALL BE BROUGHT

IMMEDIATELY TO THE ATTENTION OF THE COR.

5. ALL WORK SHALL BE PERFORMED WITH A HIGH-LEVEL OF WORKMANSHIP.

6. THE CONTRACTOR SHALL VERIFY ALL PRODUCT TYPES AND QUANTITIES DURING SITE WALK

THROUGH, PRIOR TO PURCHASING ANY MATERIALS, EQUIPMENT, PRODUCTS OR LABOR.

7. THE CONTRACTOR SHALL VERIFY AND COORDINATE WITH ALL INSTALLERS TO ENSURE COMPLIANCE

WITH THE CONTRACT DOCUMENTS.

BLDG. 56

BUILDINGS WITHIN THE SCOPE OF THIS PROJECT

ST. LOUIS VA MEDICAL CENTER - JEFFERSON BARRACKS,

JEFFERSON BARRACKS DR, ST. LOUIS, MO

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

/3

/2

:2

:0

A

M

B

IM

/6

-2

-7

J B

V A

M O

J B

E H

R M

I U

D a ta

C e n te r/ V

A J B

D C

S

IT

E

C

I_ S

D B

.r v t

G-001

COVER PAGE

LT DS

100% CONSTRUCTION

DOCUMENTS

06/05/2024

657-21-709JBSTL JB DATA CENTER EHRM

INFRASTRUCTURE UPGRADES

JEFFERSON BARRACKS, MO

ST. LOUIS, MO 63125

EHRM INFRASTRUCTURE UPGRADES

ST. LOUIS VA MEDICAL CENTER - JEFFERSON BARRACKS, JEFFERSON BARRACKS DR, ST. LOUIS, MO

PROJECT #: 657-21-709JB

1" = 160'-0"

SITE PLAN

TRUE

NORTH

NTS

LOCATION MAP

TRUE

NORTH

Revisions: Date:

5/10/24 06/05/2024

VETERANS

HEALTH

ADMINISTRATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

/0

/2

:3

:0 a m

B

IM

/6

-2

-7

J B

V A

M O

J B

E H

R M

I U

D a ta

C e n te r/ V

A S

T L

D

C

A

R

S D

B .r v t

G-002

DRAWING INDEX

LT MA

100% CONSTRUCTION

DOCUMENTS

05/10/2024

657-21-709JBSTL JB DATA CENTER EHRM

INFRASTRUCTURE UPGRADES

JEFFERSON BARRACKS, MO

ST. LOUIS, MO 63125

GENERAL

G-001 COVER

G-002 DRAWING INDEX

CIVIL

CS100 SITES IMPROVEMENTS PLAN

CS500 SITE DETAILS

CU500 FIBER TERMINATION DETAILS

ARCHITECTURAL

56A-100 BLDG 56 - MCR PLAN AND DEMO PLAN

56A-101 BLDG 56 MCR RCP AND DEMO RCP

56A-110 BLDG 56 - ROOF PLAN

A-001 ARCHITECTURAL SYMBOLS & ABBREVIATIONS

AS101 ICRA DETAILS

MECHANICAL

FH100 DATA CENTER - FIRE PROTECTION PLAN

M-001 MECHANICAL SYMBOLS AND ABBREVIATIONS

M-500 MECHANICAL DETAILS

M-600 MECHANICAL SCHEDULES

M-700 MECHANICAL CONTROLS I

M-701 MECHANICAL CONTROLS II

MD100 DATA CENTER - DEMO RCP

MD101 DATA CENTER - DEMO FLOOR PLAN

MH100 DATA CENTER - RCP

MP100 DATA CENTER - MECHANICAL PIPING

MP101 FIRST FLOOR PLAN - MECHANICAL PIPING

MP102 ROOF PLAN - MECHANICAL PIPING

MP103 GENERATOR FUEL PIPING - MECHANICAL PIPING

P-001 PLUMBING - SCHEDULES, SYMBOLS AND ABBREVIATIONS

P-100 DATA CENTER - FOUNDATION PLAN

ELECTRICAL

E-001 ABBREVIATIONS, GENERAL NOTES, AND SHEET INDEX

E-002 ELECTRICAL LEGENDS

E-101 BLDG 56 - LEVEL 00 - ELECTRICAL PLAN

E-102 GENERATOR FUEL TANK ELECTRICAL PLAN

ED101 DATA CENTER - LIGHTING DEMOLITION PLAN

ED102 DATA CENTER - POWER DEMOLITON PLAN

ED103 DATA CENTER - TELECOMMUNICATIONS DEMOLITION PLAN

ED104 DATA CENTER - TELECOMMUNICATIONS OVERHEAD DEMOLITION PLAN

EL101 DATA CENTER - LIGHTING PLAN

EP101 DATA CENTER - POWER PLAN

EG101 DATA CENTER - GROUNDING PLAN

EP102 BLDG 56 - ROOF - ELECTRICAL PLAN

ET101 DATA CENTER - TELECOMMUNICATIONS PLAN

ET102 DATA CENTER - TELECOMMUNICATIONS OVERHEAD PLAN

EP401 BLDG 56 - LEVEL 00 - ENLARGED ELECTRICAL PLANS

EP402 BLDG 56 - LEVEL 00 - ENLARGED ELECTRICAL PLANS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-505 ELECTRICAL DETAILS

E-506 TELECOMMUNICATIONS DETAILS

E-507 TELECOMMUNICATIONS DETAILS

E-508 TELECOMMUNICATIONS DETAILS

EP601 BLDG 56 - ONE-LINE DIAGRAM - EXISTING

EP611 BLDG 56 - ONE-LINE DIAGRAM - REVISED (1 OF 2)

EP612 BLDG 56 - ONE-LINE DIAGRAM - REVISED (2 OF 2)

E-701 ELECTRICAL SCHEDULES

E-702 ELECTRICAL SCHEDULES

E-703 ELECTRICAL SCHEDULES

SHEET # SHEET NAME

DRAWING INDEX

Revisions: Date:

5/10/24 06/05/2024

VETERANS

SD

SD

SD

SD

SD

SD

SDSD

SD

SD

SD

SD

SD

SD

SD

E

E

E

E

E

E E

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

W

T

T

T

T

T

T

T

T

T

T T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

SD

SD

SD

WW

W

SD

SD

SD

SD

SD

SD

SD

SD SD

SD

W

W

SD

SD

SDSD

E

E

E

W

W

W

W

SAN

SAN

SAN

SAN

EE

E

E

E

E

SDSD

SDSD

T x

T x

T x

T x T x

T x

T x

T x

T x

T x

T x

T x

T x

Tx

T x T x

T x

Tx Tx

T x

T x

T x T x

T x

T x

T x

T x

T x

T x

T x

T xTx

T x

T x

T x

T x

T x

T x

T x

T x

Tx

T x

T x

T x

Tx

Tx

T x

T x

T x

T x

T x

T xT x

Tx

Tx Tx

Tx

T x

T x

T x

T x

T x

T T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T T

T T

T

3T

PHH.12

PHH.12A

PHH.11A

PHH.02A

PHH.02B

PHH.09A

PHH.11

(1) 4"

(1) 4"

PHH.10

PHH.10A

(2) 4"

(1) 4"

(2) 4"

(1) 4"

KEYNOTES

5,000 GALLON ABOVE GROUND STORAGE TANK, SEE

MECHANICAL DRAWINGS FOR TANK DETAILS. SEE DETAILS C6

AND C9 ON SHEET CS500 FOR TANK ANCHORAGE.

BOLLARD PER DETAIL C4 ON SHEET CS500.

SAWCUT LINE. MEET AND MATCH EXISTING GRADES.

FUEL PIPING TO EXISTING GENERATOR BUILDING.

NEW CONCRETE PAVEMENT. MATCH EXISTING THICKNESS.

NEW CURB, GUTTER, AND SIDEWALK. MATCH EXISTING.

INLET PROTECTION DURING CONSTRUCTION. SEE DETAIL F4 ON

SHEET CS500.

8'

15.5' 3' TYP

3' TYP

La st

S av ed b y:

U

SP

B6 o n:

M ay

, 2

1:

M

F ile

: C :\U se rs

\U

SP

B6

1\

W

SP

O

5\ Fe de ra l G ro up

Jo bs

\3

8\

0\ N ew S pe es p ro je ct s\

VA

S t.

Lo ui s M

O E

H R

M D at a

C en te r\V

A

ST

L M

C R

C iv il.

dw g

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Solutions Inc.

1201 Pacific Avenue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

PB RDM

SITE IMPROVEMENTS PLAN

CS100

100% CONSTRUCTION

DOCUMENTS

ST. LOUIS VA MEDICAL CENTER, MO

EHRM DATA CENTER

RENOVATIONS

657-21-709JB

5/10/24

1" = 10' scale feet

2010010

PROPOSED

FIBER DUCTBANK

EX. 10" Ø SD

EX. 10" Ø SD

EX. GENERATOR BLDG

EX. CMU

SCREEN WALL

EX. BLDG 56

DETAILED CIVIL SITE IMPROVEMENTS PLAN

EX. DUCT BANK ROUTE TO BE

USED FOR NEW 1,080 FIBER

A-SIDE EXTENSION FROM B1 TO

NEW MCR. CONTRACTOR TO

INSPECT DUCTBANK PRIOR TO

CONSTRUCTION TO CONFIRM

PATHWAY IS ADEQUATE.

EXISTING SITE PLAN

ROUTE USED FOR 288 STRAND

FIBER FROM EXISTING MCR IN

BUILDING 1 TO NEW MCR IN

BUILDING 56.

1" = 40' scale feet

8040040

SEE DETAILED CIVIL SITE

IMPROVEMENTS PLAN.

06/05/2024

VETERANS

NTS

PLACE A LAYER OF

GEOTEXTILE FABRIC

OVER DRAIN OPENINGS

AND ANCHOR WITH

GRAVEL BAGS

4"

TYP

MIN. 2

BAGS

HIGH

GRAVEL BAGS (TYP)

MIN. 5" THICK

SECTION A-A

1/2" MIN, TYP

ISOMETRIC VIEWCROSS SECTION

1. ACCUMULATED SEDIMENT ON OR AROUND A PROTECTED INLET MUST

BE REMOVED IMMEDIATELY. SEDIMENT MUST NOT BE REMOVED BY

FLUSHING.

2. REPLACE CATCH BASIN INSERT WHEN THE SEDIMENT HAS FILLED

ONE-THIRD OF THE AVAILABLE STORAGE. THE INSERT MUST BE

INSPECTED FREQUENTLY AND REPLACED AS NEEDED, OR AS DIRECTED

BY THE CONTRACTING OFFICER.

GRATE

FRAME

FILTERED WATER

SEDIMENT AND DEBRIS

OVERFLOW BYPASS

TRIM GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

GRATE

RETRIEVAL SYSTEM

OVERFLOW BYPASS

SEDIMENT

AND DEBRIS

FILTERED WATER

STORM DRAIN INLET

PROTECTION,

ECOLOGY BMP C220

GEOTEXTILE FABRIC PROTECTION AT

INLET

GRAVEL BAG INSTALLATION

NEAR INLET

STORM DRAIN INLET

PROTECTION NOTES:

R=24"

A

A

La st

S av ed b y:

U

SP

B6 o n:

M ay

, 2

1:

: C :\U se rs

\U

SP

B6

1\

W

SP

O

5\ Fe de ra l G ro up

Jo bs

\3

8\

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VA

S t.

Lo ui s M

O E

H R

M D at a

C en te r\V

A

ST

L M

C R

C iv il.

dw g

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

VETERANS

HEALTH

ADMINISTRATION

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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Solutions Inc.

1201 Pacific Avenue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

PB RDM

SITE DETAILS

CS500

100% CONSTRUCTION

DOCUMENTS

ST. LOUIS VA MEDICAL CENTER, MO

EHRM DATA CENTER

RENOVATIONS

657-21-709JB

5/10/24

TEMPORARY GRAVEL BAG INSTALLATIONF1

CS500 SCALE: NTS

TEMPORARY INLET PROTECTIONF4

CS500 SCALE: NTS

STEEL PIPE, 6" NOM, SCH 80,

FILLED WITH CONC. PAINT

FEDERAL SAFETY YELLOW.

2,500 PSI CONC

SLOPE

CONCRETE

FOR DRAINAGE

1' -6

2' -0

3'

-0

CL

1'-6"

6"

UTILITY GUARD POST (TYP)C4

CS500 SCALE: NTS

PIPE DIA. W (MAX)

4" < 24" 24"+ PIPE O.D.

> 24" 36"+ PIPE O.D.

W (MAX)

PI

PE

O

.D

6"

VA

R

IE

S

SE

E

N O

TE

D

EP

TH

V

AR

IE

S

< 4" 12"+ PIPE O.D.

NOTES:

1. MATERIAL SHALL BE AS FOLLOWS:

1.1. RIGID PIPE: HAND-PLACED, COMPACTED INITIAL BACKFILL

MATERIAL.

1.2. FLEXIBLE PIPE: HAND-PLACED, COMPACTED BEDDING

MATERIAL. 4 INCHES FOR PIPE 18 INCH DIA. AND LESS.

2. CONTRACTOR TO MAINTAIN 64 INCHES MIN DEPTH OF COVER

OVER WATER LINES PER NFPA 24 FIGURE A.10.4.1, AND 30

INCHES MIN COVER OVER OTHER UTILITIES UNLESS OTHERWISE

NOTED ON PLANS.

WHERE PRESENT, MATCH

EX. CSBC THICKNESS

MATCH EX. PAVEMENT SECTION

NATIVE MATERIAL IN

UNPAVED AREAS

FINISHED GRADE

COMPACTED BACKFILL

PLASTIC MARKING TAPE

SEE NOTE 1

NO. 12 INSULATED

COPPER TRACING WIRE

FOR PLASTIC PIPE

PIPE

SELECT GRANULAR

MATERIAL AS REQUIRED

UTILITY TRENCH SECTIONC1

CS500 SCALE: NTS

VA ST. LOUIS - FUEL TANK ANCHORAGE

ELEVATION - FULE TANK ANCHORAGEC6

CS500 SCALE: NTS

SECTION - FULE TANK ANCHORAGEC9

CS500 SCALE: NTS

(4) HILTI STRONG-BOLT 2 SS 5/8"

DIA. EXPANSION ANCHOR W/ 4

3/8" MIN NOMINAL EMBEDMENT IN

EXISTING CONCRETE AT EACH

SADDLE LEG (TOTAL 8 AT TANK)

7" THICK EXISTING

SOG, FIELD VERIFY

SADDLE LEG SHALL HAVE

FULL BEARING. PROVIDE

NON-SHRINK GROUT 500

PSI MIN WHERE NEEDED.

ANCHOR PER

DETAIL

ELEVATION A

FUEL TANK PER

ELEVATION A

NON-SHRINK GROUT

EXISTING SOG

1" M

AX

PER MANUFACTURER

10" MIN. (TYP)

C9

CS500

FUEL TANK = 5000 GAL

(MAX TOTAL WEIGHT = 47500 LBS)

POST INSTALLED ANCHOR IN CONCRETE

CONDITION TYPE ACCEPTABLE ANCHORS

SCREW

EXPANSION

ADHESIVE

HILTI KWIK HUS-EZ SCREW ANCHORS PER ICC ESR-3027

SIMPSON TITEN HD SCREW ANCHOR PER ICC ESR-2713

DEWALT WEDGE-BOLT+ PER ICC ESR-2526

HILTI KWIK-BOLT TZ2 ANCHOR PER ICC ESR-4266

SIMPSON STRONG BOLT 2 ANCHOR PER ICC ESR-3037

DEWALT POWER-STUD+ SD1 ANCHOR PER ICC ESR-2818

HILTI HIT-HY 200 ADHESIVE ANCHOR SYSTEM PER ICC ESR-3187

SIMPSON SET-XP ADHESIVE ANCHOR SYSTEM PER ICC ESR-2508

DEWALT PE1000+ ADHESIVE ANCHOR SYSTEM PER ICC ESR-2583

CONCRETE

06/05/2024

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseDESIGNER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

Revisions: Date:

A/E:CIVIL ENGINEER:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S, SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES

WSP USA Solutions Inc.

1201 Pacific Avenue Suite 550 Tacoma, WA 98402

TEL: (206) 431-2300

FAX: (206) 431-2250

PB RDM

FIBER TERMINATION DETAILS

CU500

100% CONSTRUCTION

DOCUMENTS

ST. LOUIS VA MEDICAL CENTER, MO

EHRM DATA CENTER

RENOVATIONS

657-21-709JB

5/10/24

“A” SIDE FIBER TR FEEDS

(1080 STRANDS REQUIRED)

(4) 288 STRAND STANDARD

FIBER CABLES PROPOSED

288 FIBER TRUNK CROSS

CONNECT TO BUILDING 56

(STANDARD FIBER)

RU45

A B E F I J

C D G H K L

RU45

A-L

RU43

A B E F I J

C D G H K L

RU45

RU42

A B E F I J

C D G H K L

RU41

A B E F I J

C D G H K L

RU40

A B E F I J

C D G H K L

RU39

A B E F I J

C D G H K L

RU38

A B E F I J

C D G H K L

RU37

A B E F I J

C D G H K L

BUILDING 1

(RM # GC11A – RACK # = TBD)

RU35

A B E F I J

C D G H K L

RU34

A B E F I J

C D G H K L

RU36

A B E F I J

C D G H K L

“B” SIDE FIBER TR FEEDS

(AIR ASSITED FIBER)

BUILDING 56 TR FEEDS

(AIR ASSISTED FIBER)

RU45

A B E F I J

C D G H

K L RU45

A-L

RU44

A B E F I J

C D G H K L

RU45

NOTE – THE NUMBER OF FIBER STRANDS LISTED TO BE PLACED MAY BE OBTAINED

BY PLACING MULTIPLE CABLES THAT SUM TO THE REQUIRED TOTAL NUMBER OF

STRANDS. EXAMPLE, 72 STRANDS LISTED, ONE 48, + ONE 24 = 72 STRANDS. FIBER

CABLE STRANDS MUST TERMINATE WITHIN A SINGLE ENCLOSURE.

RU44

A B E F I J

C D G H K L

RU43

A B E F I J

C D G H K L

RU42

A B E F I J

C D G H K L

RU41

A B E F I J

C D G H K L

RU40

A B E F I J

C D G H K L

RU39

A B E F I J

C D G H K L

BUILDING 56 MCR

(RM # BB102 – RACK # = TBD)

RU38

A B E F I J

C D G H K L

LEVITON T5PLS-12/24F HDX

FUSION SPLICE MODULE

“TYPICAL”

LEVITON HDX1A-144

UHDX 1RU ANGLED

PANEL “TYPICAL”

LEVITON SPLCH-12** HDX

SPLICE MODULE 12 FIBER LC

“TYPICAL”

LEVITON HDX1A-144

UHDX 1RU ANGLED

PANEL “TYPICAL”

RU44

A B E F I J

C D G H K L

NOTE – THE NUMBER OF FIBER STRANDS LISTED TO BE PLACED MAY BE OBTAINED

BY PLACING MULTIPLE CABLES THAT SUM TO THE REQUIRED TOTAL NUMBER OF

STRANDS. EXAMPLE, 72 STRANDS LISTED, ONE 48, + ONE 24 = 72 STRANDS. FIBER

CABLE STRANDS MUST TERMINATE WITHIN A SINGLE ENCLOSURE.

RU45

A B E F I J

C D G H K L

RU43

A B E F I J

C D G H K L

RU42

A B E F I J

C D G H K L

RU41

A B E F I J

C D G H K L

RU40

A B E F I J

C D G H K L

RU39

A B E F I J

C D G H K L

RU38

A B E F I J

C D G H K L

RU37

A B E F I J

C D G H K L

RU44

A B E F I J

C D G H K L

NOTE – THE NUMBER OF FIBER STRANDS LISTED TO BE PLACED MAY BE OBTAINED

BY PLACING MULTIPLE CABLES THAT SUM TO THE REQUIRED TOTAL NUMBER OF

STRANDS. EXAMPLE, 72 STRANDS LISTED, ONE 48, + ONE 24 = 72 STRANDS. FIBER

CABLE STRANDS MUST TERMINATE WITHIN A SINGLE ENCLOSURE.

RU45

A-L

RU45

BUILDING 56 MCR

(RM # BB102 – RACK # = TBD)

LEVITON SPLCH-12** HDX

SPLICE MODULE 12 FIBER LC

“TYPICAL”

LEVITON HDX1A-144

UHDX 1RU ANGLED

PANEL “TYPICAL”

RU36

A B E F I J

C D G H K L

(BUILDING 1, “A” ROUTE TR FEEDS)

BUILDING 1 TR FEEDS

PROPOSE (1) 72 STRAND &

(1) 24 STRAND CABLES

ALL FIBERS FUSION

SPLICED

NO TERMINATIONS

ALL FIBERS

TERMINATED WITH

“LC”CONNECTIONS

ALL FIBERS

TERMINATED WITH

“LC”CONNECTIONS

“A”

ROUTE

“B”

ROUTE

“A”

ROUTE

A

B

A

BLDG #1 BLDG #56

RU37

A B E F I J

C D G H K L

RU36

A B E F I J

C D G H K L

(ISP)

288 FIBER TRUNK CROSS

CONNECT (FOR ISP)

TO BUILDING 56

(STANDARD FIBER)

PHASE 1 (A/B) – INSTALLATION & COMPLETION

OF CAMPUS WIDE DIVERSE (RING)

TELECOMMUNICATIONS FIBER OPTIC

INFRASTRUCTURE (NOTE – FOR REFERENCE

ONLY, PHASE INCLUDED UNDER SEPARATE

CONTRACT)

PHASE 2 – INSTALLATION OF (1) 288 STRAND,

OS2 SINGLE MODE FIBER CROSS CONNECT VIA

RING NETWORK INFRASTRUCTURE FROM BLDG 1

TO BLDG 56. MIGRATE “B” CORE ROUTER TO

BLDG 56 (NOTE – FOR REFERENCE ONLY, PHASE

INCLUDED UNDER SEPARATE CONTRACT)

PHASE 3 – PLACEMENT OF 1080 STRAND FIBER

EXTENSION, FUSION SPLICE ALL “A” SIDE FIBER &

EXTEND VIA EXISTING CONDUIT

INFRASTRUCTURE FROM BLDG 1 TO BLDG 56.

PHASE 4 – MIGRATE "A" CORE ROUTER

PHASE 3

PHASE 2

PHASE 1A

“A” SIDE FIBER TR FEEDS

(STANDARD FIBER)

PHASE 1B

PHASE 1B

“A” ROUTE

PHASE 4

“A” ROUTE

EXTENDED TO

BLDG 56

PHASE 1A

“B” ROUTE

PHASE 2 - 288

FIBER TRUNK

CROSS

CONNECT

A/F = RESERVED

48-STRAND OS2, TO BLDG 55 (1C132), G=1-12, H=13-24, I=25-36, J=37-48

K/L = RESERVED FOR FUTURE USE

48-STRAND OS2, TO BLDG 55 (1C132), A=1-12, B=13-24, C=25-36, D=37-48

24-STRAND OS2, TO BLDG 58 (104), K=1-12, L=13-24

48-STRAND OS2, TO BLDG 24 (GC11A), A=1-12, B=13-24, C=25-36, D=37-48

72-STRAND OS2, TO BLDG 51 (BE111), E=1-12, F=13-24, G=25-36, H=37-48, I=49-60, J=61-72

K/L = RESERVED FOR FUTURE USE

72-STRAND OS2, TO BLDG 52 (GN29A), A=1-12 B=13-24 C=25-36 D=37-48 E=49-60 F=61-72

12-STRAND OS2, TO BLDG 51T (109), G=1-12

12-STRAND OS2, TO BLDG 60 (102), H=1-12

12-STRAND OS2, TO BLDG 60T (108), I=1-12

12-STRAND OS2, TO BLDG 53T (109), J=1-12

K/L = RESERVED FOR FUTURE USE

72-STRAND OS2, TO BLDG 53 (GS10), A=1-12, B=13-24, C=25-36, D=37-48, E=49-60, F=61-72 72-STRAND OS2, TO BLDG 54 (1A133), G=1-12, H=13-24, I=25-36, J=37-48, K=49-60, L=61-72

72-STRAND OS2, TO BLDG 52 (GN29A), A=1-12, B=13-24, C=25-36, D=37-48, E=49-60, F=61-72 72-STRAND OS2, TO BLDG 18 (011A), G=1-12, H=13-24, I=25-36, J=37-48, K=49-60, L=61-72

72-STRAND OS2, TO BLDG 52 (GN29A), A=1-12, B=13-24, C=25-36, D=37-48, E=49-60, F=61-72

12-STRAND OS2, TO BLDG 3T (118), G=1-12

48-STRAND OS2, TO BLDG 3 (BO25A), H=1-12, I=13-24, J=25-36, K=37-48

L = RESERVED FOR FUTURE USE

48-STRAND OS2, TO BLDG 23 (G09B), A=1-12, B=13-24, C=25-36, D=37-48

48-STRAND OS2, TO BLDG 57 (1B139), E=1-12, F=13-24, G=25-36, H=37-48

12-STRAND OS2, TO BLDG 75 (1B105), I=1-12

J/K/L = RESERVED FOR FUTURE USE

48-STRAND OS2, TO BLDG 25 (117A), A=1-12, B=13-24, C=25-36, D=37-48

72-STRAND OS2, TO BLDG 2 (G02), E=1-12, F=13-24, G=25-36, H=37-48, I=49-60, J=61-72

K/L = RESERVED FOR FUTURE USE

12-STRAND OS2, TO TR ROOM (GC12), F=1-12

12-STRAND OS2, TO TR ROOM (C102D), E=1-12

12-STRAND OS2, TO TR ROOM (E1E15), D=1-12

12-STRAND OS2, TO TR ROOM (2C10A), C=1-12

12-STRAND OS2, TO TR ROOM (E303), B=1-12

12-STRAND OS2, TO TR ROOM (3C13), A=1-12

G/H/I/J/K/L = RESERVED FOR FUTURE USE

72-STRAND OS2, TO BLDG 56 (MCR), A=1-12, B=13-24, C=25-36, D=37-48, E=49-60, F=61-72 72-STRAND OS2, TO BLDG 56 (MCR), G=1-12, H=13-24, I=25-36, J=37-48, K=49-60, L=61-72

72-STRAND OS2, TO BLDG 56 (MCR), A=1-12, B=13-24, C=25-36, D=37-48, E=49-60, F=61-72 72-STRAND OS2, TO BLDG 56 (MCR), G=1-12, H=13-24, I=25-36, J=37-48, K=49-60, L=61-72

12-STRAND OS2, TO TR ROOM (GC12), F=1-12

12-STRAND OS2, TO TR ROOM (C102D), E=1-12

12-STRAND OS2, TO TR ROOM (E1E15), D=1-12

12-STRAND OS2, TO TR ROOM (2C10A), C=1-12

12-STRAND OS2, TO TR ROOM (E303), B=1-12

12-STRAND OS2, TO TR ROOM (3C13), A=1-12

G/H/I/J/K/L = RESERVED FOR FUTURE USE

48-STRAND OS2, TO BLDG 25 (117A), A=1-12, B=13-24, C=25-36, D=37-48

72-STRAND OS2, TO BLDG 2 (G02), E=1-12, F=13-24, G=25-36, H=37-48, I=49-60, J=61-72

K/L = RESERVED FOR FUTURE USE

48-STRAND OS2, TO BLDG 23 (G09B), A=1-12, B=13-24, C=25-36, D=37-48

48-STRAND OS2, TO BLDG 57 (1B139), E=1-12, F=13-24, G=25-36, H=37-48

12-STRAND OS2, TO BLDG 75 (1B105), I=1-12

J/K/L = RESERVED FOR FUTURE USE

72-STRAND OS2, TO BLDG 52 (GN29A), A=1-12, B=13-24, C=25-36, D=37-48, E=49-60, F=61-72

12-STRAND OS2, TO BLDG 3T (118), G=1-12

48-STRAND OS2, TO BLDG 3 (BO25A), H=1-12, I=13-24, J=25-36, K=37-48

L = RESERVED FOR FUTURE USE

72-STRAND OS2, TO BLDG 52 (GN29A), A=1-12, B=13-24, C=25-36, D=37-48, E=49-60, F=61-72 72-STRAND OS2, TO BLDG 18 (011A), G=1-12, H=13-24, I=25-36, J=37-48, K=49-60, L=61-72

72-STRAND OS2, TO BLDG 53 (GS10), A=1-12, B=13-24, C=25-36, D=37-48, E=49-60, F=61-72 72-STRAND OS2, TO BLDG 54 (1A133), G=1-12, H=13-24, I=25-36, J=37-48, K=49-60, L=61-72

72-STRAND OS2, TO BLDG 52 (GN29A), A=1-12 B=13-24 C=25-36 D=37-48 E=49-60 F=61-72

12-STRAND OS2, TO BLDG 51T (109), G=1-12

12-STRAND OS2, TO BLDG 60 (102), H=1-12

12-STRAND OS2, TO BLDG 60T (108), I=1-12

12-STRAND OS2, TO BLDG 53T (109), J=1-12

K/L = RESERVED FOR FUTURE USE

48-STRAND OS2, TO BLDG 24 (GC11A), A=1-12, B=13-24, C=25-36, D=37-48

72-STRAND OS2, TO BLDG 51 (BE111), E=1-12, F=13-24, G=25-36, H=37-48, I=49-60, J=61-72

K/L = RESERVED FOR FUTURE USE

48-STRAND OS2, TO BLDG 55 (1C132), A=1-12, B=13-24, C=25-36, D=37-48

24-STRAND OS2, TO BLDG 58 (104), K=1-12, L=13-24

A/F = RESERVED

48-STRAND OS2, TO BLDG 55 (1C132), G=1-12, H=13-24, I=25-36, J=37-48

K/L = RESERVED FOR FUTURE USE

48-STRAND OS2, TO BLDG 55 (1C132), A=1-12, B=13-24, C=25-36, D=37-48

48-STRAND OS2, TO BLDG 55 (1C132), E=1-12, F=13-24, G=25-36, H=37-48

48-STRAND OS2, TO BLDG 1 (GC12), I=1-12, J=13-24, K=25-36, L=37-48

48-STRAND OS2, TO BLDG 1 (GC12), A=1-12, B=13-24, C=25-36, D=37-48

48-STRAND OS2, TO BLDG 24 (GC11A), E=1-12, F=13-24, G=25-36, H=37-48

24-STRAND OS2, TO BLDG 58 (104), I=1-12, J=13-24

K/L = RESERVED FOR FUTURE USE

72-STRAND OS2, TO BLDG 51 (BE111), A=1-12 B=13-24 C=25-36 D=37-48 E=49-60 F=61-72 72-STRAND OS2, TO BLDG 52 (GN29A), G=1-12 H=13-24 I=25-36 J=37-48 K=49-60 L=61-72

72-STRAND OS2, TO BLDG 54 (1A133), A=1-12 B=13-24 C=25-36 D=37-48 E=49-60 F=61-72

72-STRAND OS2, TO BLDG 53 (GS10), G=1-12 H=13-24 I=25-36 J=37-48 K=49-60 L=61-72

12-STRAND OS2, TO BLDG 53T (109), A=1-12

12-STRAND OS2, TO BLDG 60T (108), B=1-12

12-STRAND OS2, TO BLDG 60 (102), C=1-12

12-STRAND OS2, TO BLDG 51T (109), D=1-12

24-STRAND OS2, TO BLDG 75 (1B105), E=1-12, F=13-24

48-STRAND OS2, TO BLDG 57 (1B139), G=1-12, H=13-24, I=25-36, J=37-48

K/L = RESERVED FOR FUTURE USE

48-STRAND OS2, TO BLDG 23 (G05), A=1-12, B=13-24, C=25-36, D=37-48

48-STRAND OS2, TO BLDG 3 (BO25A), E=1-12, F=13-24, G=25-36, H=37-48

24-STRAND OS2, TO BLDG 3T (118), I=1-12, J=13-24

72-STRAND OS2, TO BLDG 18 (O11A), A=1-12 B=13-24 C=25-36 D=37-48 E=49-60 F=61-72

72-STRAND OS2, TO BLDG 2 (G02), G=1-12 H=13-24 I=25-36 J=37-48 K=49-60 L=61-72

48-STRAND OS2, TO BLDG 25 (117A), A=1-12, B=13-24, C=25-36, D=37-48

E/F/G/H/I/J/K/L = RESERVED FOR FUTURE USE

12-STRAND OS2, TO TR ROOM (BA105), A=1-12

12-STRAND OS2, TO TR ROOM (1A109), B=1-12

12-STRAND OS2, TO TR ROOM (2A122), C=1-12

12-STRAND OS2, TO TR ROOM (3A122), D=1-12

E/F/G/H/J/K/L = RESERVED FOR FUTURE USE

72-STRAND OS2, TO BLDG 1 (ISP), A=1-12, B=13-24, C=25-36, D=37-48, E=49-60, F=61-72 72-STRAND OS2, TO BLDG 1 (ISP), G=1-12, H=13-24, I=25-36, J=37-48, K=49-60, L=61-72

72-STRAND OS2, TO BLDG 1 (ISP), A=1-12, B=13-24, C=25-36, D=37-48, E=49-60, F=61-72 72-STRAND OS2, TO BLDG 1 (ISP), G=1-12, H=13-24, I=25-36, J=37-48, K=49-60, L=61-72SINGLE LINE DIAGRAMF1

CU500 SCALE: NTS

"A" SIDE FIBER FUSION SPLICE DETAILE1

CU500 SCALE: NTS

"B" SIDE FIBER TERMINATION DETAILF6

CU500 SCALE: NTS

"A" SIDE FIBER TERMINATION DETAILF6

CU500 SCALE: NTS

(FOR REFERENCE ONLY, INCLUDED UNDER SEPARATE CONTRACT)

(FOR REFERENCE ONLY, INCLUDED UNDER SEPARATE CONTRACT)

NOTE - ALL MOVEMENT OF NETWORK

SWITCHING GEAR WILL BE COORDINATED BY VA

I.T. STAFF

06/05/2024

VETERANS

FS

E

E

E E

FS

EE E

E

FS

E a,b a,b a,b a,b a,b

E

E

E E E

J

4 5 5.54.84.4

F

G

4.6 5.2s5

RECYCLING

ROOM

BA 104

PROD CTL

VIDEO

BA 110

COMBINED

COMPUTER /

SERVER

ROOM

BB 102

AVID

MACHINE

ROOM

BB 117

AVID SUITE

BB 114

DUBBING /

CDN

BB 106

COPY ROOM

BB 103

WK ROOM

BB 101

MASTER

CONTROL

BA 117

101.238

101.271

101.269

101.266

101.242

56A-100

4 5 5.54.84.4

F

G

4.6 5.2s5

PROD CTL

VIDEO

BA 110

COMBINED

COMPUTER /

SERVER

ROOM

BB 102

AVID

MACHINE

ROOM

BB 117

AVID SUITE

BB 114

DUBBING /

CDN

BB 106

COPY ROOM

BB 103

WK ROOM

BB 101

MASTER

CONTROL

BA 117

101.266

101.269

101.271

101.238 101.242

BB 102

SHOWN AREA

PROJECT

NORTH

NEW DOOR

EXISTING WALL TO DEMOLISH

EXISTING WINDOW TO DEMOLISH

TO DEMOLISH

EXISTING DOOR TO REMAIN

EXISTING DOOR TO DEMOLISH

NOTE:

INTERNAL WALL CONSTRUCTION UNKOWN.

CONTRACTOR WILL VERIFY DURING CONSTRUCTION.

RIGID INSULATION IF APPLICATABLE

BRICK VENEER

TYP. PIPE TYPE AND DIA VARIES. REFER

TO MECHDRAWINGS FOR

TYPES AND SIZES.

INTERIOR GYPSUM BOARD

INSTALL POLYPROPLENE ROPE

OR INSULATING FOAM SEALANT.

AIR GAP

SINGLE COMPONENT INSULATING FOAM

SEALANT AROUND PIPE PENETRATIONS

IN BRICK VENEER

54.84.4 4.6 sC

IT NON -

SECURE STR

BB 121

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

/3

/2

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A

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B .r v t

56A-100

BLDG 56 - MCR PLAN AND DEMO PLAN

LT DS

100% CONSTRUCTION

DOCUMENTS

05/10/2024

657-21-709JBSTL JB DATA CENTER EHRM

INFRASTRUCTURE UPGRADES

JEFFERSON BARRACKS, MO

ST. LOUIS, MO 63125

1/4" = 1'-0"

DATA CENTER - LEVEL 00 - FLOOR PLAN

1/4" = 1'-0"

DATA CENTER - LEVEL 00 - DEMO FLOOR PLAN

GENERAL NOTES

KEY PLAN

KEY NOTES (THIS SHEET ONLY)

LEGEND

1. ALL PRODUCTS AND FINISHES SHALL MATCH EXISTING OR

ADJACENT EXISTING UNLESS OTHERWISE NOTED.

2. PATCH AND REPAIR WALLS, FLOORS AND CEILINGS

WHERE MECHANICAL, PLUMBING, AND ELECTRICAL ITEMS

ARE DEMOLISHED.

3. PROTECT FINISHES IN ROOMS ADJACENT TO THE AREA OF

WORK AND PARTS THAT ARE NOT INCLUDED IN THE

SCOPE.

4. CONTRACTOR SHALL LEAVE FIRE RATING STAMP

UNPAINTED AND VISIBLE ON THE NEW INSTALLED FRT

PLYWOOD.

5. REFER TO SHEET AS101 FOR ICRA REQUIREMENTS AND

DETAILS.

6. PATCH AND REPAIR CEILING, WALLS AND FLOORS AS

REQUIRED WHERE ICRA BARRIERS WILL BE CONSTRUCTED

AND REMOVED.

7.

PROJECT

NORTH

PROJECT

NORTH

DEMO EXISTING FLOOR TILES - REMOVED TILES TO BE

GIVEN TO VA

DEMO FLOOR TILES FOR NEW FLOOR

DIFFUSERS.

NTS

PIPE PENETRATION THROUGH MASONRY

3 INSTALL COLD ISLE CONTAINMENT BARRIERS

Revisions: Date:

DOOR SCHEDULE

MARK

ROOM

# ROOM NAME

DOOR SIZE FIRE

RATING

DOOR

TYPE

MATERIAL

PHASEWIDTH HT THK DOOR FRAME

101.238 BB102 COMBINED COMPUTER /

SERVER ROOM

3' - 0" 7' - 0" 0' - 1 3/4" 1 HR SINGLE WOOD MTL Existing

101.242 BB102 COMBINED COMPUTER /

SERVER ROOM

3' - 0" 7' - 0" 0' - 1 3/4" 1 HR SINGLE WOOD MTL Existing

101.266 BB102 COMBINED COMPUTER /

SERVER ROOM

4' - 0" 7' - 0" 0' - 1 3/4" 1HR SINGLE WOOD MTL Existing

101.269 BB102 COMBINED COMPUTER /

SERVER ROOM

3' - 0" 7' - 0" 0' - 1 3/4" 1 HR SINGLE WOOD MTL Existing

101.271 BB102 COMBINED COMPUTER /

SERVER ROOM

3' - 0" 7' - 0" 0' - 1 3/4" 1 HR SINGLE WOOD MTL Existing

INSTALL TEMP BARRIER FOR ISOLATION OF ILEADS

EQUIPMENT DURING CONSTRUCTION, BARRIER MUST

BE FROM DECK ABOVE TO DECK BELOW

1/4" = 1'-0"

DATA CENTER RM 121 FLOOR PLAN

5/10/24 06/05/2024

VETERANS

OS a,b a,b

OS

OS

a,b

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

360°

360°

360°

NEW DOOR

EXISTING WALL TO DEMOLISH

EXISTING WINDOW TO DEMOLISH

TO DEMOLISH

EXISTING DOOR TO REMAIN

EXISTING DOOR TO DEMOLISH

4 5 5.54.84.4

F

G

4.6 5.2s5

COMBINED

COMPUTER /

SERVER

ROOM

BB 102

AVID

MACHINE

ROOM

BB 117

AVID SUITE

BB 114

DUBBING /

CDN

BB 106

COPY ROOM

BB 103

WK ROOM

BB 101

4 5 5.54.84.4

F

G

4.6 5.2s5

1609 SF

COMBINED

COMPUTER /

SERVER

ROOM

BB 102

152 SF

AVID

MACHINE

ROOM

BB 117

514 SF

IT SECURE

STORAGE

BB 120

298 SF

IT NON -

SECURE STR

BB 121

234 SF

RECYCLING

ROOM

BA 104

298 SF

PROD CTL

VIDEO

BA 110

221 SF

MASTER

CONTROL

BA 117

189 SF

WK ROOM

BB 101

85 SF

COPY ROOM

BB 103

158 SF

DUBBING /

CDN

BB 106

112 SF

AVID SUITE

BB 114

BB 102

SHOWN AREA

PROJECT

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

/3

/2

:3

:2

P

M

B

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-7

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M O

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C

A

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B .r v t

56A-101

BLDG 56 - MCR RCP AND DEMO RCP

LT DS

100% CONSTRUCTION

DOCUMENTS

05/10/2024

657-21-709JBSTL JB DATA CENTER EHRM

INFRASTRUCTURE UPGRADES

JEFFERSON BARRACKS, MO

ST. LOUIS, MO 63125

GENERAL NOTES

KEY PLAN

KEY NOTES (THIS SHEET ONLY)

LEGEND

1. ALL PRODUCTS AND FINISHES SHALL MATCH EXISTING OR

ADJACENT EXISTING UNLESS OTHERWISE NOTED.

2. PATCH AND REPAIR WALLS, FLOORS AND CEILINGS

WHERE MECHANICAL, PLUMBING, AND ELECTRICAL ITEMS

ARE DEMOLISHED.

3. PROTECT FINISHES IN ROOMS ADJACENT TO THE AREA OF

WORK AND PARTS THAT ARE NOT INCLUDED IN THE

SCOPE.

4. CONTRACTOR SHALL LEAVE FIRE RATING STAMP

UNPAINTED AND VISIBLE ON THE NEW INSTALLED FRT

PLYWOOD.

5. REFER TO SHEET AS101 FOR ICRA REQUIREMENTS AND

DETAILS.

6. PATCH AND REPAIR CEILING, WALLS AND FLOORS AS

REQUIRED WHERE ICRA BARRIERS WILL BE CONSTRUCTED

AND REMOVED.

1/4" = 1'-0"

DATA CENTER - LEVEL 00 - RCP

1/4" = 1'-0"

DATA CENTER - LEVEL 00 - DEMO FLOOR RCP

Revisions: Date:

INSTALL TEMP BARRIER FOR ISOLATION OF ILEADS

EQUIPMENT DURING CONSTRUCTION, BARRIER MUST

BE FROM DECK ABOVE TO DECK BELOW

INSTALL TEMP BARRIER FOR ISOLATION OF ILEADS

EQUIPMENT DURING CONSTRUCTION, BARRIER MUST

BE FROM DECK ABOVE TO DECK BELOW

5/10/24 06/05/2024

VETERANS

28' - 3 3/8"

WALKWAY [PAD

SPLICE TAP

VAPOR BARRIER

SEE PLANS FOR ROOF TYPE

WALKWAY PAD

SPLICE TAP

2% M

IN

SL

OP

E (P

AR

AL

LE

L W

SP

LIC

E

TA

P)

A

NOTE:

PROVIDE INTEGRAL CAPE PLATE AT

TOP OF ALL EXPOSED STEEL

PIPE PENETRATION

STAINLESS STEEL BAND CLAMP

WATER BLOCK MASTIC

ROOF FLASHING

SINGLE PLY ROOF SYSTEM

REFER TO PLANS AND SECTIONS

FOR WALL AND ROOF TYPE, TYP.

VAPOR BARRIER

/1

M

IN

M

IN

. 2" MIN.

3" MIN.

CL

PIPE DIA

BB 102

SHOWN AREA

PROJECT

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

/0

/2

:3

:0 a m

B

IM

/6

-2

-7

J B

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A

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B .r v t

56A-110

BLDG 56 - ROOF PLAN

LT DS

100% CONSTRUCTION

DOCUMENTS

05/10/2024

657-21-709JBSTL JB DATA CENTER EHRM

INFRASTRUCTURE UPGRADES

JEFFERSON BARRACKS, MO

ST. LOUIS, MO 63125

1/8" = 1'-0"

ROOF PLAN

GENERAL NOTES

KEY PLAN

KEY NOTES (THIS SHEET ONLY)1 1/2" = 1'-0"

MECH UNIT ROOF WALK PAD DETAIL

1 1/2" = 1'-0"

ROOF PIPE PENETRATION DETAIL

Revisions: Date:

5/10/24 06/05/2024

VETERANS

AB

ABA

AC(T)

ACM

ACW

ADA

ADJ

A/E

AF

AFF

AGG

ALT

ALUM

APPROX

ARCH

ASPH

A/V

BARR

BATH

BB

BLDG

BLK

BLKG

BLW

BM

BMTU

BO

BOC

BOS

BRC

BRKT

BRNG

BTM

BTWN

CAB

CC

CD

CJ

CLG

CLR

CMU

CO

COL

COMP

CONC

CONN

CONST

CONT

COORD

COR

CORR

CS

CT

CTR

CV

AND

ANGLE

AT

CENTERLINE

DEGREES

NUMBER

ANCHOR BOLT

ARCHITECTURAL BARRIERS ACT

ACOUSTICAL CEILING (TILE)

ASBESTOS CONTAINING MATERIAL

ACOUSTICAL WALL

AMERICANS W/ DISABILITIES ACT

ADJACENT

ARCHITECT/ENGINEER

ACCESS FLOOR

ABOVE FINISH FLOOR

AGGREGATE

ALTERNATE

ALUMINUM

APPROXIMATELY

ARCHITECT(URAL)

ASPHALT

AUDIO / VIDEO

BARRIER

BATHROOM

BACKER BOARD

BUILDING

BLOCK

BLOCKING

BELOW

BEAM

BONE MARROW TRANSPLANT UNIT

BOTTOM OF

BOTTOM OF CURB

BOTTOM OF SLAB

BRACE, BRACING

BRACKET

BEARING

BOTTOM

BETWEEN

CABINET

CONTRACTOR FURN, CONTRACTOR INST

CONSTRUCTION/CONTRACT DOCUMENTS

CONTROL JOINT

CEILING

CLEAR(ANCE)

CONCRETE MASONRY UNIT

CONTRACTING OFFICER

COLUMN

COMPOSITION

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

COORDINATE

CONTRACTING OFFICER REPRESENTATIVE

CORRIDOR

CONCRETE SEALER

CERAMIC TILE

CENTER

CONTRACTOR FURNISHED, VA INSTALLED

HDR

HDWE

HM

HORZ

HPDL

HR

HT

HVAC

ICRA

ID

ILSM

INCL

INST

INSUL

INT

JT

KV

LAM

LAV

LCM

LT

MAT

MAX

MDF

MECH

MEP

MFR

MIN

MISC

MOD

MTL

N N/A

NEG

NO.

NOM

NTS

O.C.

OPNG

OPP

OPT

OVHD

P

PCONC

PCRA

PL

PLAM

PLY(WD)

PNL

PR

PRFB

PS

PT

PTN(S)

PVMT

QTY

HEADER

HARDWARE

HOLLOW METAL

HORIZONTAL

HIGH PRESSURE DECORATIVE LAM

HOUR

HEIGHT

HEATING, VENTILATION & AIR CONDITIONING

INFECTIOUS CONTROL RISK ASSESSMENT

INSIDE DIAMETER OR DIM

INTERIM LIFE SAFETY MEASURES

INCLUDE(D,ING)

INSTALL

INSULATION

INTERIOR

JOINT

KILOVOLT

LAMINATE(D)

LAVATORY

LEAD CONTAINING MATERIAL(S)

LIGHT

MATERIAL(S)

MAXIMUM

MEDIUM-DENSITY FIBREBOARD

MECHANIC(AL)

MECHANICAL, ELECTRICAL, PLUMBING

MANUFACTURE(R)

MINIMUM

MISCELLANEOUS

MODIFIED

METAL

NORTH

NOT APPLICABLE

NEGATIVE

NUMBER

NOMINAL

NOT TO SCALE

ON CENTER(S)

OPENING

OPPOSITE

OPTION(AL)

OVERHEAD

PAINT

PRECAST CONCRETE

PRE-CONSTRUCTION RISK ASSESSMENT

PLATE

PLASTIC LAMINATE

PLYWOOD

PANEL

PAIR

PREFABRICATED

PLASTIC

PRESSURE TREATED

PARTITION(S)

PAVEMENT

QUANTITY

RAD

RCP

REF

REINF

REP

REQ(s,(')D)

RESIL

REV

RF

RM

RMV

RO

S

SCHED

SD

SECT

SF

SFRM

SHG

SHT(G)

SIM

SM

SOW

SPEC

SQ

SS

ST

STDG

STL

STOR

STRUCT

SUSP

SV

SYS

TEMP

T&G

THK

THRESH

TOC

TOS

TPH

TRANS

TS

TYP

UON

VA

VAR

VB

VC

VERT

VIF

VV

W W/

WD

WDW

WGHT

W/O

WP

WR

RADIUS

REFLECTED CEILING PLAN

REFERENCE

REINFORCE(D,ING)

REPRESENTATIVE

REQUIRE(D,S,MENT(S))

RESILIENT

REVERSE

RADIO FREQUENCY / ROOF

ROOM

REMOVE

ROUGH OPENING

SOUTH

SCHEDULE

SCHEMATIC DESIGN

SECTION

SQUARE FEET

SPRAY APPLIED FIRE-RESISTIVE MATERIAL

SHINGLES

SHEET (SHEATHING)

SIMILAR

SEAM

SCOPE OF WORK

SPECIFICATION

SQUARE

STAINLESS STEEL

STAIN

STANDING

STEEL

STORAGE

STRUCTURAL

SUSPENDED

SHEET VINYL

SYSTEM

TEMPORARY

TONGUE AND GROOVE

THICK(NESS)

THRESHOLD

TABLE OF CONTENTS

TOP OF SLAB

TOILET PAPER HOLDER

TRANSITION

TUBE STEEL

TYPICAL

UNLESS OTHERWISE NOTED

VETERANS AFFAIRS

VARIES

VAPOR BARRIER

VA FURNISHED, CONTRACTOR INSTALLED

VERTICAL

VERIFY IN FIELD

VA FURNISHED, VA INSTALLED

WEST

WITH

WOOD

WINDOW

WEIGHT

WITHOUT

WATERPROOF(ING)

WATER RESISTANT

DBL

DC

DD

DEMO

DEPT

DG

DIA

DIM

DWN

DR

DTL

DWG

E

EA

EJ

ELEC

ELEV

ENG

EOC

EOP

EPDM

EQ

EQUIP

ES

ETS

EX(IST)

EXP

EXT

FA

FD

FE(C)

FF

FFB

FFL

FIN

FLASH

FLR

FLRSNT

FNDN

FOC

FOF

FOS

FP

FR

FRM

FT

FTG

FUR

FURN

GA

GALV

GE

G(W)B

GC

GL

GLB

GMU

GOV(T)

GYP

DOUBLE

DIRECT CURRENT

DESIGN DEVELOPMENT

DEMOLISH(ION)

DEPARTMENT

DESIGN GUIDE

DIAMETER

DIMENSION

DOWN

DOOR

DETAIL

DRAWING(S)

EAST

EACH

EXPANSION JOINT

ELECTRIC(AL)

ELEVATION OR ELEVATOR

ENGINEER(ING)

EDGE OF CURB

EDGE OF PAVEMENT

ETHYLENE PROPYLENE DIENE TERPOLYMER

EQUAL

EQUIPMENT

EACH SIDE

EXPOSED TO STRUCTURE

EXISTING

EXPANSION

EXTERIOR

FIRE ALARM

FLOOR DRAIN

FIRE EXTINGUISHER (CABINET)

FACTORY FINISH

FINISH FLOOR BREAK

FINISH FLOOR LINE

FINISH(ED)

FLASHING

FLOOR(ING)

FLORESCENT

FOUNDATION

FACE OF CONCRETE

FACE OF FINISH

FACE OF STUDS

FIRE PROOF

FIRE RATED

FRAME

FOOT, FEET

FOOTING

FURRING

FURNISHED

GAGE, GAUGE

GALVANIZED

GENERAL ELECTRIC

GYPSUM (WALL) BOARD

GENERAL CONTRACTOR

GRID LINE

GLUE LAMINATED BEAM

GLASS MASONRY UNIT

GOVERNMENT

GYPSUM BOARD

A101

1 TYP

101.1

A-101

SIM

EXTERIOR ELEVATION

INTERIOR ELEVATION

BUILDING SECTION FLAG

WALL SECTION FLAG

CALLOUT FLAG

VERTICAL GRID LINE

HORIZONTAL GRID LINE

TRUE NORTH ARROW

PROJECT NORTH ARROW

(TRUE NORTH DASHED)

ELEVATION MARKER

KEY NOTE

ROOM TAG (SF OPTIONAL)

CEILING HEIGHT TAG

Room name

150 SF

A

A-101

SIM

01A

TRUE

NORTH

W1

A-101

PROJECT

NORTH

WALL TAG

FLOOR TAG

ROOF TAG

DOOR TAG

WINDOW TAG

SPECIALTY EQUIPMENT TAG

SIGNAGE TAG

SIGNAGE KEY NOTE

(AW SHEETS ONLY)

SIGNAGE MATERIAL TAG

(AW SHEETS ONLY)

EXISTING TO REMAIN

NEW CONSTRUCTION

TO DEMOLISH

HIDDEN ABOVE OR BELOW

EXISTING DOOR TO REMAIN

EXISTING DOOR TO DEMOLISH

NEW DOOR

SMOKE ZONE

1 HR FIRE RATED WALL

2 HR FIRE RATED WALL

SMOKE RATED WALL

SMOKE & 1 HR FIRE RATED WALL

FIRE EXTINGUISHER CABINET

AREA OF WORK / AREA SHOWN

CONSTRUCTION ZONE, ( - - )

PRESSURE

ANTE ROOM, ( - ) PRESSURE

TEMPORARY ICRA BARRIER

TEMPORARY ICRA DOOR

PATH OF TRAVEL

EMERGENCY EGRESS PATHWAY

SEISMIC JOINT

BATT INSULATION

RIGID INSULATION

GYPSUM BOARD, TYPE X

ACOUSTICAL CEILING TILE, 2' x 2'

CONCRETE

STEEL

PLYWOOD, FIRE RATED

EARTH

SUPPLY GRILLE PER MECHANICAL

(SIZE & PROPORTIONS MAY VARY)

RETURN GRILLE PER MECHANICAL

(SIZE & PROPORTIONS MAY VARY)

LIGHTING PER ELECTRICAL

(SIZE & PROPORTIONS MAY VARY)

A-101

A01

D88

A5175SOAP DISH

IN-04.02-01

AFF

GYP ON MTL STUD

9' - 0"

FEC

F-1

R-1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

/3

/2

:3

:2

P

M

B

IM

/6

-2

-7

J B

V A

M O

J B

E H

R M

I U

D a ta

C e n te r/ V

A S

T L

D

C

A

R

S D

B .r v t

A-001

ARCHITECTURAL SYMBOLS & ABBREVIATIONS

MK AK

100% CONSTRUCTION

DOCUMENTS

05/10/2024

657-21-709JBSTL JB DATA CENTER EHRM

INFRASTRUCTURE UPGRADES

JEFFERSON BARRACKS, MO

ST. LOUIS, MO 63125

SYMBOLS ABBREVIATIONS

GENERAL NOTES

APPLICABLE PUBLICATIONS

1. ALL WORK DONE BY THE CONTRACTOR OR SUB-CONTRACTORS SHALL BE PERFORMED WITH

A HIGH LEVEL OF WORKMANSHIP.

2. MAINTAIN A SAFE, CLEAN CONSTRUCTION ZONE AT ALL TIMES.

3. DO NOT SCALE DRAWINGS.

4. DIMENSIONS ARE NOT ADJUSTABLE UNLESS NOTED WITH A +/- SYMBOL. ONLY NORMAL

INDUSTRY STANDARD TOLERANCES ARE ACCEPTABLE DEVIATIONS FROM DIMENSIONS

INDICATED.

5. ALL DIMENSIONS NOTED AS CLEAR SHALL MAINTAIN THE FULL SPACE INDICATED WITHOUT

ENCROACHMENTS.

6. FURNISH ALL MATERIALS & PRODUCTS TO COMPLY WITH THE CONTRACT DOCUMENTS.

7. ALL VERTICAL HEIGHTS INDICATED ARE FROM THE FINISH FLOOR ELEVATION, UON.

8. ANY AND ALL WALL MOUNTED EQUIPMENT SHALL HAVE BLOCKING IN WALL BEHIND, THIS

INCLUDES BACKING FOR WALL MOUNTED DOOR STOPS. ENSURE THAT ALL REQUIRED

BACKING IS INSTALLED IN WALLS PRIOR TO INSTALLING DRYWALL.

9. IN TOILET ROOMS PROVIDE STAINLESS STEEL FILLER BEHIND ANY MIRRORS AND OTHER

WALL MOUNTED ACCESSORIES WHEN ITEM IS INSTALLED PARTIALLY OVER CERAMIC TILE.

APPLICABLE PUBLICATIONS ARCHITECTURAL NOTES

AS AN AGENCY OF THE FEDERAL GOVERNMENT, THE VA IS NOT SUBJECT TO LOCAL IMPOSITIONS

OF CODE ENFOREMENT PROCEDURES ( DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS,

FEES, ETC). THE VA SHALL FUNCTION AS THE AUTHORITY HAVING JURISTICTION (AHJ).

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD

APPLICATION GUIDE AND OTHER GUIDEANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL).

INTERNATIONAL BUILDING CODE (IBC) 2018.

INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2018.

NATIONAL FIRE PROTECTION AGENCY (NFPA) 101 LIFE SAFETY CODE. NFPA 101 TAKES

PRECEDENCE OVER IBC.

NFPA NATIONAL FIRE CODES, WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900.

OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

VA SEISMIC DESIGN REQUIREMENTS, H-18-8.

NATIONAL ELECTRICAL CODE (NEC).

INTERNATIONAL PLUMBING CODE (IPC).

SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAL SOCIETY OF MECHANICAL

ENGINEERS (ASME) A 17.1.

ASME BOILER AND PRESSURE VESSEL CODE

ASME CODE FOR PRESSURE PIPING

ARCHITECTURAL BARRIER ACT ACCESSIBILITY STANDARDS (ABAAS), INCLUDING VA SUPPLEMENT

BARRIER FREE DESIGN GUIDE (PG-18-3)

BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUE

AND COMMENTARY (ACI 318)

MANUAL OF STEEL CONSTRCUTION , 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-RESE RESIDENTIAL

BUILDINGS, 10 CFR PARTS 433,434 AND 435.

FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF

UNDERSTANDING (MOU)

EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY AND

TRANSPORTATON MANAGEMENT.

THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL

REQUIREMENTS SECTION 01 01 0 OF THE VA MASTER CONSTRUCTION SPECIFICATION.

VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY - ASHRAE STANDARD 62.1 - 2004.

SAFETY STANDARD FOR REFRIDERATION SYSTEMS - ASHRAE STANDARD 15 - 2007.

VAMC APPROVED HARDWARE LOCKING STANDARDS

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

AMERICAN SOCIETY FOR TESTING MATERIALS (ASTM)

FEDERAL COMMUNICATIONS COMMISSION (FCC), ALL REGULATIONS, PROCEDURES AND

STANDARDS FOR TWO-WAY RADIO EQUIPMENT, SYSTEMS AND OPERATION

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA)

INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO), STANDARDS FOR PROTOCOLS AND

INTERFACES THAT INCLUDE OPEN SYSTEM INTERCONNECTIONS (OSI)

JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS (JACHO),

ENVIRONMENT OF CARE GUIDELINES AND STANDARDS

FACILITIES GUIDELINES INSTITUTE (FGI): 2010 , OR MOST CURRENT ISSUE, GUIDELINES FOR THE

DESIGN AND CONSTRUCTION OF HEALTH CARE FACILITIES

THE AMERICAN INSTITUTE OF ARCHITECTS (AIA) AND NATIONAL SOCIETY OF PROFESSIONAL

ENGINEERS(NSPE) RECENT ADDITIONS TO THEIR PROFESSIONAL CODES OF ETHICS ENCOURAGING

“ENVIRONMENTALLY RESPONSIBLE DESIGN”

Revisions: Date:

5/10/24 06/05/2024

VETERANS

1. COMPLY WITH ALL REQS LISTED IN THE INFECTION

CONTROL SECTION OF SPECIFICATION 01 35 26 - SAFETY

REQUIREMENTS.

2. CONSTRUCTION ZONE ENTRANCES AND EXITS SHALL BE

LOCKED AT ALL TIMES UNLESS IN USE BY THE

CONTRACTOR. WHEN IN USE, ACCESS WILL BE

CONTROLLED AND MONITORED BY THE CONTRACTOR.

3. ADHESIVE WALK OFF CONSTRUCTION MATS TO BE USED

AT ALL CONSTRUCTION ZONE AND ANTE ROOM

ENTRANCES AND EXITS.

4. TEMP BARRIERS AND DOORS MAY ONLY BE DEMOLISHED

ONCE GIVEN FINAL APPROVAL BY THE VA COR.

( + ) PRESSURE

CONSTRUCTION ZONE, ( - - ) PRESSURE

ANTE ROOM, ( - ) PRESSURE

TEMPORARY ICRA BARRIER

TEMPORARY ICRA DOOR

CONSTRUCTION TACKY MATT

NEGATIVE AIR MACHINE

TEMPORARILY SEAL EXISTING DOOR FOR DURATION OF

CONSTRUCTION.

TEMPORARY ICRA BARRIER FRAMED TO THE CEILING

ABOVE. CONSTRUCT WITH MTL STUDS AND 5/8" TYPE X

GYP EACH SIDE.

TEMPORARY ICRA DOOR AND FRAME.

PATCH, REPAINT AND PAINT GWB WHERE ICRA

BARRIERS ARE CONSTRUCTED AND REMOVED.

PATCH AND REPAIR CEILINGS AND FLOORS AS

REQUIRED WHERE ICRA BARRIERS ARE

CONSTRUCTED AND REMOVED.

PATCH, REPAINT AND PAINT GWB WHERE ICRA

BARRIERS ARE CONSTRUCTED AND REMOVED.

PATCH AND REPAIR CEILINGS AND FLOORS AS

REQUIRED WHERE ICRA BARRIERS ARE

CONSTRUCTED AND REMOVED.

ANTE

ROOM

PROJECT AREA

OUTSIDE

PROJECT AREA

EXISTING SUSPENDED

CEILING TO REMAIN ON

CORRIDOR SIDE

EXISTING

WALLS TO

REMAIN

EXISTING

WALLS TO

REMAIN

EXISTING DOOR BEHIND

VISQUEEN BARRIER

NON-SKID PLATE JACK

SCREWED FROM END OF

POLE TO TOP OF CEILING,

TYPICAL

FIRE RESISTANT PLASTIC

DUST BARRIER

SURROUNDING DOOR,

TYPICAL

EXTENSION POLES, TYPICAL

NON-SKID PLATE JACK

SCREWED FROM END OF

POLE TO BOTTOM OF

FLOOR, TYPICAL

BOTTOM OF CEILING

ZIPPER OPENING, TYPICAL

STICKY TACKY MATT

INFRONT OF VISQUEEN

BARRIER

TAPE TOP OF

CONSTRUCTION BARRIER

TO BOTTOM OF CEILING

CONSTRUCTION BARRIER

SURROUNDING EXIST

DOOR, TYPICAL

TAPE BOTTOM OF

CONSTRUCTION BARRIER TO

FLOOR SURFACE, TYPICAL

STICKY TACKY MATT IN FRONT

OF FIRE RESISTANT PLASTIC

BARRIER, TYPICAL

NEGATIVE AIR MACHINE,

TYPICAL (INSTALL AT ICRA

BARRIER IF EXTERIOR

WINDOW IS NOT AVAILABLE).

TEMPORARY FIRE

RATED DOOR, TYPICAL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

/3

/2

:3

:2

P

M

B

IM

/6

-2

-7

J B

V A

M O

J B

E H

R M

I U

D a ta

C e n te r/ V

A S

T L

D

C

A

R

S D

B .r v t

AS101

ICRA DETAILS

Checker Author

100% CONSTRUCTION

DOCUMENTS

05/10/2024

657-21-709JBSTL JB DATA CENTER EHRM

INFRASTRUCTURE UPGRADES

JEFFERSON BARRACKS, MO

ST. LOUIS, MO 63125

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

CLASS I ICRA REQUIREMENTS

A. BEFORE CONSTRUCTION WORK:

1. COMPLETE ALL CRITICAL BARRIERS BEFORE CONSTRUCTION BEGINS. INSTALL CONSTRUCTION

BARRIERS AND CEILING PROTECTION CAREFULLY, OUTSIDE OF NORMAL WORKING HOURS.

2. SEPARATE ALL OCCUPIED AREAS FROM DEMOLITON, RENOVATION, OR CONSTRUCTION

ACTIVITIES BY TEMPORARY SMOKE-TIGHT CONSTRUCTION PARTITIONS OF GYPSUM BOARD OR

OTHER APPROVED NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE MATERIAL. PARTITIONS SHALL

BE FULL HEIGHT, EXTENDING THROUGH SUSPENDED CEILINGS TO THE FLOOR SLAB OR ROOF

DECK ABOVE AND SHALL BE ONE-HOUR FIRE RATED. BARRIER MUST BE PRESENTABLE ON

OCCUPIED SIDE.

B. DURING CONSTRUCTION WORK:

1. NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE.

2. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM CONSTRUCTION OPERATIONS.

3. CEILING TILES: IMMEDIATELY REPLACE A CEILING TILES DISPLACED FOR VISUAL INSPECTION.

C. UPON COMPLETION:

1. CLEAN WORK AREA UPON COMPLETION OF TASK.

2. NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE.

CLASS II ICRA REQUIREMENTS

A. BEFORE CONSTRUCTION WORK:

1. COMPLETE ALL CRITICAL BARRIERS BEFORE CONSTRUCTION BEGINS. INSTALL

CONSTRUCTION BARRIERS AND CEILING PROTECTION CAREFULLY,…