657-21-709 - Addendum No. 1 - 2025 04 23.pdf

Spees Design Build

23830 Pacific Highway S. Suite 300

Kent, WA 98032

P: (206) 590-2118

F: (206) 590-2118

04/11/2025 Page 1 of 3

ADDENDUM 1

Client Name: U.S. Department of Veteran Affairs Date Initiated: 04/11/2025 Project: VA MO JB EHRM IU Data Center

Project No: 657-21-709JB From: Dan Schwab, PM To: Kyle Florian: Kyle.Florian@va.gov

ADDENDUM 1 Summary of Adjustments:

General Sheet 002:

o Updated Sheet Index General Specifications:

o Update:

Seals Page

Architectural Drawings:

o 56A-110: Updated roof plan for additional pad and relocated Mechanical Units.

Architectural Specifications:

o ADD Specifications:

07 01 50.19: Prepare for Roofing 07 54 23: TPO Roofing 07 84 00: Fire Stopping 08 11 13: Hollow Metal Frames 08 14 00: Interior Wood Doors 08 71 00: Door Hardware 13 05 41: Seismic Requirements for Non-Structural Components

Structural Drawings:

o Add Sheets:

S-001: Structural General Notes S-002: Abbreviations and Symbols S-101: Building 56 Roof Plan

Detail C1 – Roof Plan Detail C7 – Development and Lap Splice Length Schedules – Concrete Detail F1 – Section – Equipment Pad Detail A7 – Section – Equipment Pad

Structural Specifications:

o Add Specifications:

03 30 00: Cast In Place Concrete Mechanical Drawings:

o Drawing Update:

MP101: Refrigerant Piping Relocation to support relocation of Concrete Curbing

Effected Equipment:

• 56-CU-05-102

• 56-CU-04-102

• 54-HP-01-102

Spees Design Build

23830 Pacific Highway S. Suite 300

Kent, WA 98032

P: (206) 590-2118

F: (206) 590-2118

04/11/2025 Page 2 of 3

• 54-HP-02-102

MP102: Moved House Keeping Pad to center over grid line 2 approximately 30’ east from the original location.

Effected Equipment:

• 54-HP-01-102

• 54-HP-02-102

Electrical Drawings

- Drawing Update:

o Sheet E-101:

Updated conduit routing for new mechanical equipment placement.

Revised Keynote 2 and added Keynote 4 for additional clarity.

Revised conduit tags and continuations from BLDG 56 to fuel tank.

o Sheet E-102:

Added convenience receptacles to plan for clarity.

Revised conduit routing from BLDG 56 for clarity per the revision on sheet E-101.

Corrected fuel polishing system equipment tag.

Added Keynote 4 for above ground fuel tank.

o Sheet ED101:

Revised Keynote 1 for clarity.

o Sheet ED102:

Added Keynotes 6 and 7 for emergency push button to coordinate with Keynotes on sheet EP101.

o Sheet EL101:

Revised lighting circuit to correct panel.

Added ‘E’ designation for emergency backed lights.

o Sheet EP101:

Removed Keynote 6 from select emergency push buttons to coordinate with

Keynotes on sheet ED102.

Add Keynote 6 to select emergency push buttons for clarity.

o Sheet EP102:

Revised Unistrut-mounted disconnects, convenience receptacle and feeder locations for revised mechanical equipment placement.

o Sheet E-503:

Revised detail 4 regarding the GFCI receptacle for clarity.

o Sheet EP612:

Revised circuit breaker sizes for transformers “56-TX-PNL-A” and “56-TX-PNL-B”.

o Sheet E-701:

Revised luminare schedule notes.

Revised conduit and wire sizes for transformers “56-TX-PNL-A” and “56-TX-PNL-B”.

Added reference to convenience receptacles as added on sheet E-102.

o Sheet E-703:

Revised circuit breaker sizes for transformers “56-TX-PNL-A” and “56-TX-PNL-B”.

Corrected “56-SWBD-UPS-A” and “56-SWBD-UPS-B” panelboard names.

Electrical Specifications:

o Add Specifications:

28 08 00: Commissioning of Electronic Safety and Security Systems

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

SHEET # SHEET NAME

DRAWING INDEX

Revisions: Date:

STRUCTURAL

S-001 S-002 S-101

STRUCTURAL GENERAL NOTES

ABRREVIATIONS AND SYMBOLS

BLDG 56 - ROOF PLAN

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

Addenda 1 4/11/2025

DanSchwab Snapshot

28' - 3 3/8"

NEW CONCRETE PAD,

SEE STRUCTURAL

SHEETS

WALKWAY [PAD

SPLICE TAP

VAPOR BARRIER

SEE PLANS FOR ROOF TYPE

WALKWAY PAD

SPLICE TAP

2% M

IN

S

LO

P E

(P A

R A

LL

E

L W

S

P

LI

C E

T A

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

EQUIPMENT UNIT

GROMMETED FASTENER @ 12" O.C.

METAL EXTENDER PIECE AS REQUIRED

TPO FLASING ADHERED TO

ACCEPTABLE SUBSTRATE

TPO SECUREMENT, INSTALL PER

MANUFACTURERS SPECIFICATION

HOT-AIR

WELD MEMBRANE

ROOF BOARD (AS REQUIRED)

INSULATION SECURED AS REQUIRED

VAPOR RETARDER (AS REQUIRED)

NOTES:

1. METAL EXTENDER PIECE IS REQUIRED IF EXISTING

COUNTERFLASHING IS CONTAMINATED AND

ORCOUNTERFLASHING FASCIA IS LESS THAN 4" WIDE,

FASTENED 12" O.C. WITH GROMMETTED FASTENER.

2. METAL COUNTERFLASHING IS TO BE INSTALLED TO MEET

LOCAL CODES AND REQUIREMENTS.

STRUCTURAL DECK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

/9

/2

:4

:5

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

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

1 1/2" = 1'-0"

MECH UNIT ROOF WALK PAD DETAIL

1 1/2" = 1'-0"

ROOF PIPE PENETRATION DETAIL

Revisions: Date:

Addenda 1 4/11/2025

1 1/2" = 1'-0"

ROOF CURB FLASHING

DominicDitschler Image

WSP USA Inc.

Suite 300

Federal Way, WA 98003-2600

TEL: (206) 431-2300

FAX: (206) 431-2250

33301 9th Avenue South

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

STL JB DATA CENTER EHRM

INFRASTRUCTURE UPGRADES

JEFFERSON BARRACKS, MO

ST. LOUIS, MO 63125

657-21-701JB

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES S-001

STRUCTURAL GENERAL NOTES

DDV JKM

ADDENDUM 1

04/11/2025

MATERIAL SPECIFIC STANDARDS ARE LISTED IN THE RESPECTIVE MATERIAL SECTION.

1. VA SEISMIC DESIGN REQUIREMENTS, H-18-8, JULY 1ST 2023

2. 2021 INTERNATIONAL BUILDING CODE (IBC) WITH STATE AND LOCAL AMENDMENTS

CODES AND STANDARDS

REFERENCES:

ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

VA STRUCTURAL DESIGN MANUAL PG-18-10 OCTOBER 1ST 2022, REVISED JULY 1, 2023

DESIGN LOADS

WEIGHT OF STRUCTURAL ELEMENTS AND PERMANENT FIXED EQUIPMENT.

DEAD LOADS

1. CONFLICTS BETWEEN THE DRAWINGS AND SPECIFICATIONS MUST BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER AND STRUCTURAL ENGINEER OF RECORD (SER) IN WRITTEN FORM AND RESOLVED BEFORE PROCEEDING WITH AFFECTED WORK.

2. STRUCTURAL DRAWINGS REPRESENT THE COMPLETED STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS NECESSARY TO COMPLETE THE WORK, FOR JOB SITE SAFETY AND FOR COORDINATING WITH OTHER DISCIPLINES AS REQUIRED.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE ERECTION PROCEDURE AND SEQUENCING TO ENSURE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. PROVIDE SHORING, BRACING, AND FALSEWORK AS NEEDED TO PROTECT THE STRUCTURE THROUGHOUT CONSTRUCTION.

4. ERECTION AIDS FOR FACILITATING CONSTRUCTION NOT SHOWN IN THESE DRAWINGS MUST BE REMOVED AND ELEMENTS RESTORED TO ITS ORIGINAL

DESIGN INTENT SHOWN PER THESE DRAWINGS.

5. STRUCTURAL DRAWINGS SHOW GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE SPECIFIC CONDITIONS ARE NOT SHOWN, DETAILS OF

SIMILAR TYPE AND CHARACTER MAY BE USED BUT REQUIRE APPROVAL FROM THE SER.

6. TYPICAL DETAILS MAY NOT BE REFERENCED FROM THE PLANS BUT APPLY FOR THE CONDITIONS AS DESCRIBED BY THE DETAIL.

7. CONTRACTOR-INITIATED CHANGES REQUIRE APPROVAL FROM THE SER.

8. FOR A CONTRACTOR REQUESTED DESIGN REVISION, THE PROPOSED ALTERNATIVE MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL BY THE SER. THE SUBMITTAL MUST INCLUDE DRAWINGS, STRUCTURAL DETAILS AND RELATED CALCULATIONS, STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE JURISDICTION OF THE PROJECT LOCATION. CALCULATIONS MUST DEMONSTRATE COMPLIANCE WITH THE CODES AND DESIGN REQUIREMENTS LISTED PER THESE DRAWINGS; AND THAT THE ALTERNATIVE DESIGN DOES NOT ADVERSELY

AFFECT THE STRUCTURE SHOWN IN THESE DRAWINGS.

9. CONTRACTOR MUST COORDINATE THESE DRAWINGS WITH THE DRAWINGS OF THE OTHER DISCIPLINES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION NOT SHOWN ON THE STRUCTURAL DRAWINGS. EXAMPLES INCLUDE EMBEDDED ANCHORS, SLEEVES AND INSERTS, MISCELLANEOUS ATTACHMENT DETAILS, FLOOR FINISHES, DOOR THRESHOLDS, SLOPES TO DRAINS, OPENINGS IN STRUCTURAL ELEMENTS, ETC.

10. VERIFY DIMENSIONS AND DETAILS PRIOR TO FABRICATION AND CONSTRUCTION. THIS INCLUDES COORDINATING THE SIZE AND LOCATION OF OPENINGS THROUGH STRUCTURAL ELEMENTS WITH THE RESPECTIVE SUBCONTRACTOR, AS WELL AS COORDINATING INSERTS AND ATTACHMENTS FOR USE BY

OTHER TRADES.

11. NO PIPES OR DUCTS MAY BE PLACED IN STRUCTURAL MEMBERS UNLESS DETAILED BY THE STRUCTURAL PLANS OR APPROVED BY THE SER.

12. DIMENSIONS MUST NOT BE SCALED FROM THE DRAWINGS.

13. PROVIDE SUBMITTALS AND (FABRICATION, AND ERECTION, ETC.) SHOP DRAWINGS FOR THE WORK SHOWN IN THESE DRAWINGS TO THE CONTRACTING OFFICE FOR APPROVAL FROM THE SER. WORK MUST NOT PROCEED WITHOUT REVIEW AND APPROVAL BY THE SER.

14. SUBMIT A DETAILED PLAN OF THE CONSTRUCTION INCLUDING A DESCRIPTION OF DEMOLITION, CONSTRUCTION METHODS, ERECTION SEQUENCING, METHODS OF STABILIZING THE STRUCTURE, SHORING LAYOUT, ELEMENT SIZES, CONNECTIONS AND ACCESSORIES WITH SUPPORTING CALCULATIONS STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER, TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING

WORK.

15. BY SUBMITTING FOR ENGINEER’S REVIEW, THE CONTRACTOR CONFIRMS THE ACCURACY OF THE SUBMITTALS FOR DIMENSIONS, QUANTITIES, ELEMENT SIZES, CONSTRUCTION MATERIALS, FIELD MEASUREMENTS AND THAT THE CONTENTS HAVE BEEN REVIEWED FOR MEANS, METHODS, AND OPERATIONS

OF CONSTRUCTION, AND FOR ITS ADHERENCE TO SAFETY PROTOCOLS AT THE SITE.

16. SHOP DRAWING REVIEW DOES NOT RELIEVE THE CONTRACTOR FROM HAVING SOLE RESPONSIBILITY FOR THE ACCURACY OF ELEMENT SIZES, DIMENSIONS AND DETAILS. SUCH REVIEW DOES NOT CONSTITUTE ACCEPTANCE BY THE ENGINEER OF THE CORRECTNESS OR ADEQUACY OF SUCH SUBMITTALS, NOR IS A WARRANTY THAT THE SUBMITTALS SATISFY THE REQUIREMENTS OF THE CONTRACT.

17. SHOP DRAWINGS MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. UNLESS NOTED

OTHERWISE, PROVIDE SHOP DRAWINGS FOR:

a. DEFORMED BAR REINFORCING LAYOUT FOR CONCRETE AND MASONRY.

GENERAL CONDITIONS

1. REFERENCES:

A. ACI 301-20 SPECIFICATIONS FOR CONCRETE CONSTRUCTION

B. ACI 315R-18 DETAILS AND DETAILING CONCRETE CONSTRUCTION

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

D. ACI 347-14 GUIDE TO FORMWORK FOR CONCRETE

1. CONCRETE WORK MUST CONFORM TO ACI 301. FORMWORK MUST CONFORM TO ACI 347.

2. MINIMUM CONCRETE PROPERTIES AT 28-DAYS PER THE FOLLOWING TABLE.

3. FLEXURAL STRENGTH FOR SLAB-ON-GRADE CONCRETE 650 PSI AT 90 DAYS .

4. SECTIONS AND DETAILS MAY NOT SHOW ALL REQUIRED DEFORMED BAR REINFORCEMENT FOR CLARITY. ADDITIONAL REINFORCEMENT MAY BE DESCRIBED

IN PLANS, SCHEDULES, NOTES, OR OTHER DETAILS, AS APPLICABLE.

5. COORDINATE FLOOR FINISHES, SLAB SLOPES & DEPRESSIONS, FLOOR DRAINS, CURBS, CONCRETE PADS, AND OTHER CONCRETE FEATURES IDENTIFIED IN

THE CONTRACT DOCUMENTS.

6. THE STRUCTURAL DRAWINGS DO NOT NECESSARILY SHOW ALL ITEMS EMBEDDED IN THE CONCRETE. COORDINATE AND PROVIDED EMBEDDED ITEMS AS SHOWN IN THE CONTRACT DOCUMENTS AND AS REQUIRED BY THE EQUIPMENT MANUFACTURERS, AS NEEDED.

7. NON-STRUCTURAL STEEL MEMBERS EMBEDDED IN CONCRETE MUST BE HOT-DIP GALVANIZED OR PAINTED. DAMAGED COATINGS OF EMBEDDED ITEMS MUST

BE REPAIRED PRIOR TO CASTING CONCRETE.

8. PROVIDE 3/4" CHAMFER ON EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE.

CAST IN PLACE CONCRETE

1. REFERENCES:

A. ACI 301-20 SPECIFICATIONS FOR CONCRETE CONSTRUCTION

B. ACI SP-66-04 ACI DETAILING MANUAL

C. ACI 315R-18 DETAILS AND DETAILING CONCRETE CONSTRUCTION

D. AWS D1.4 2018 STRUCTURAL WELDING CODE – REINFORCING STEEL

2. STEEL REINFORCEMENT MUST CONFORM TO:

3. PROVIDE BAR SUPPORTS AND SPACERS PER ACI 315 UNLESS NOTED OTHERWISE. DEFORMED BAR REINFORCEMENT AND INSERTS MUST BE SECURED IN- PLACE PRIOR TO PLACING CONCRETE. DO NOT PLACE REBAR MATS DIRECTLY AGAINST SOIL; REBAR MATS ADJACENT TO SOIL OR OVER MUD SLABS MUST BE

SUPPORTED BY CHAIRS, DO NOT LIFT INTO PLACE DURING POURING.

4. UNLESS INDICATED OTHERWISE, REINFORCEMENT BARS ARE CONTINUOUS AND MUST BE LAP SPLICED OR COUPLED WITH MECHANICAL CONNECTORS. LAP

LENGTH NOTES:

A. SEE DEVELOPMENT AND LAP SPLICE LENGTH SCHEDULES FOR REINFORCEMENT DETAILS.

B. LAP SPLICE LENGTH MUST BE USED FOR THE LARGER BAR SIZE WHEN BAR SIZE TRANSITIONS AT LAP.

C. OVERLAP WELDED WIRE LAYER REINFORCEMENT A LENGTH OF 1.5X WIRE DEVELOPMENT LENGTH OR ONE CROSSWIRE SPACING PLUS 2 INCHES, WHICHEVER IS LARGER.

D. MECHANICAL CONNECTORS MUST HAVE A MINIMUM CAPACITY OF 1.25 X YIELD STRENGTH OF THE BAR.

E. MECHANICAL CONNECTORS IN MEMBERS DESIGNATED AS PART OF THE SEISMIC-FORCE-RESISTING SYSTEM MUST HAVE A MINIMUM CAPACITY

EQUAL TO THE TENSILE STRENGTH OF THE BAR.

5. TYPE 1 MECHANICAL CONNECTORS MUST DEVELOP 125% OF THE YIELD STRENGTH (Fy) OF THE STRONGER OF THE TWO BAR BEING SPLICED. TYPE 2 MECHANICAL CONNECTORS MUST DEVELOP THE FULL TENSILE STRENGTH OF THE STRONGER OF THE TWO BARS BEING SPLICED. WHERE MECHANICAL CONNECTORS ARE USED IN LIEU OF LAP SPLICES, PROVIDE TYPE 2 MECHANICAL CONNECTORS EXCEPT WHERE TYPE 1 ARE PERMITTED AS INDICATED.

6. HEADED DEFORMED BARS (TERMINATORS) MUST BE INTEGRALLY FORMED OR THREADED DEVICES MEETING THE REQUIREMENTS OF ACI 318, SECTION 25.4.4.1.

7. UNLESS NOTED OTHERWISE ON THE DRAWINGS:

A. DEFORMED BAR COVER MUST CONFORM TO SPECIFIED CONCRETE COVER REQUIREMENTS OF ACI 318.

B. REINFORCEMENT MUST BE CONTINUOUS THROUGH CONSTRUCTION JOINTS

C. APPROVAL FROM SER REQUIRED BEFORE WELDING NON-ASTM A706 Gr. 60 REINFORCEMENT

D. APPROVAL FROM SER REQUIRED BEFORE FIELD BENDING REINFORCEMENT PARTIALLY EMBEDDED CONCRETE

E. MATCH DOWELS TO THE LARGER OF MULTIPLE BAR SIZES

8. DOWELS MUST BE SECURED WITH A RIGID TEMPLATE TO ENSURE SPLICE IS LOCATED INSIDE THE CONFINED REGION (REGION ENCLOSED BY SHEAR OR

HORIZONTAL REINFORCEMENT) OF CROSS-SECTION.

REINFORCING STEEL

CONDITION STANDARD AND GRADE MIN YIELD (KSI)

TYPICAL DEFORMED BAR ASTM A615 GR 60 60

LOCATION MIN 28-DAY

COMPRESSIVE

STRENGTH

(PSI)

FREEZING &

THAWING

EQUIPMENT PAD 4,500 (LIGHT WEIGHT) S0

SULFATE WATER

CONTACT

ACI 318, CH. 19 EXPOSURE CATEGORIES

CORROSION

PROTECTION

F2 W2 C1

MAX

WATER/CEME

NT RATIO

0.45

CEMENT

TYPE

II

NOMINAL MAX

AGGREGATE

SIZE

3/4"

POST INSTALLED ANCHOR IN CONCRETE

1. EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS CONSIST OF THE FOLLOWING ANCHOR TYPES OR APPROVED EQUAL:

2. ANCHOR CAPACITY USED IN DESIGN MUST BE BASED ON THE TECHNICAL DATA PUBLISHED IN THE ICC APPROVAL REPORT. SUBSTITUTION REQUESTS MUST INCLUDE ICC ESR REPORT SHOWING COMPLIANCE WITH RELEVANT BUILDING CODE AND INSTALLATION CATEGORY AND BE APPROVED IN WRITING BY THE

CONTRACTING OFFICER FOR REVIEW AND APPROVAL BY THE SER PRIOR TO USE.

3. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR PACKAGING.

4. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS.

5. EXISTING DEFORMED BAR REINFORCEMENT IN THE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. UNLESS NOTED OTHERWISE, THE CONTRACTOR MUST LOCATE THE POSITION OF THE EXISTING REINFORCING BARS AND AVOID CUTTING.

6. DRILLING, CORING, SAW-CUTTING, ETC. INTO CONCRETE SHALL MEET THE LATEST OSHA REGULATIONS FOR SILICA DUST EXPOSURE.

CONCRETE

SCREW

EXPANSION

ADHESIVE

UNDERCUT

CONDITION TYPE

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

HILTI HDA-P UNDERCUT ANCHOR PER ICC ESR-1546

SIMPSON TORQ-CUT SELF UNDERCUTTING ANCHOR PER ICC ESR-2705

DEWALT CCU+ UNDERCUT ANCHOR CARBON STEEL PER ICC ESR-4810

ACCEPTABLE

ANCHORS

SPECIAL INSPECTION AND TESTING

1. SPECIAL INSPECTION AND TESTING MUST CONFORM TO SECTION 1704 OF THE INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY H-18-8.

2. ONE OR MORE QUALIFIED SPECIAL INSPECTION & TESTING AGENCIES MUST BE EMPLOYED TO PERFORM THE NECESSARY INSPECTION OF IBC SECTION 1705, AS APPLICABLE. QUALIFICATIONS FOR SPECIAL INSPECTION AND TESTING AGENCIES AND INSPECTORS MUST BE SUBMITTED TO THE CONTRACTING

OFFICER FOR REVIEW AND APPROVAL.

3. SPECIAL INSPECTOR QUALIFICATIONS MUST MEET THE REQUIREMENTS OF SPECIFICATION SECTION 01 45 35.

• FOR STATEMENT OF SPECIAL INSPECTION SEE PROJECT SPECIFICATIONS.

5. REPORTING ON SPECIAL INSPECTION AND TESTING MUST CONFORM TO IBC SECTION 1704.5 AND BE SUBMITTED TO THE CONTRACTING OFFICER WEEKLY , OR AS REQUIRED BY THE SPECIFICATIONS.

1. STRUCTURAL OBSERVATIONS MUST BE PERFORMED BY THE DESIGNATED REPRESENTATIVE BY THE GOVERNMENT, FOR THE FOLLOWING:

A. HOUSKEEPING PAD: PLACEMENT OF DEFORMED BAR REINFORCEMENT, BEFORE CONCRETE.

1. CONTRACTOR MUST NOTIFY CONTRACTING OFFICER 14 DAYS IN ADVANCE OF WHEN WORK IS EXPECTED TO COORDINATE THE DATE OF OBSERVATION.

2. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY OF SPECIAL INSPECTION REQUIREMENTS.

STRUCTURAL OBSERVATIONS

Revisions: Date:

DanSchwab Architect

ADDENDUM 1

DanSchwab Architect 04/11/2025

DanSchwab Architect

DanSchwab PolyLine

DanSchwab Text Box

INDICATES STEP FOOTING PER DETAIL

INDICATES STEP IN SLAB / DECK

INDICATES SLOPE IN SLAB / DECK

INDICATES APPROXIMATE SPOT ELEVATION

CENTERLINE

STRUCTURAL DRAWING SYMBOLS

S S

CL

SECTION OR ELEVATION CUT

SECTION, DETAIL, OR ELEVATION CALLOUT

DRAWING WHERE SECTION, DETAIL OR

ELEVATION IS SHOWN OR CALLED

FROM

TITLE

SCALE: X' = X'-XX"

PLAN

N XXXXX.XX

E XXXXX.XX

COORDINATES

GRID NO.XX

X x-xx

X x-xx

0.5%

SLOPE

WORK POINT

# PLAN REVISION

WP ##

ELEVATION OF COMPONENTS

T/XXXX

EL ##.#

x-xx

TITLE

SCALE: X' = X'-XX"

SECTION, DETAIL, OR ELEVATIONX

TRUE

NORTH

S S SOUTH

S SC SLIP-CRITICAL

S SCHED SCHEDULE

S SECT SECTION

S SF SQUARE FOOT

S SHT SHEET

S SIM SIMILAR

S SOG SLAB ON GRADE

S SPA SPACE, SPACING

S SPEC SPECIFICATION

S SQ SQUARE

S SSL SHORT SLOTTED HOLE

S SSLP SHORT SLOTTED HOLE PARALLEL

S SSLT SHORT SLOTTED HOLE

TRANSVERSE

S SST STAINLESS STEEL

S STD STANDARD

S STL STEEL

S STRUCT STRUCTURAL

S SUSP SUSPENDED

S SW SHEAR WALL

S SYMM SYMMETRICAL

T T&B TOP AND BOTTOM

T TEMP TEMPORARY

T THK THICK

T THRU THROUGH

T TOB TOP OF BEAM

T TOC TOP OF CONCRETE

T TOF TOP OF FOOTING

T TOM TOP OF MASONRY

T TOS TOP OF STEEL

T TOW TOP OF WALL

T TRANSV TRANSVERSE

T TYP TYPICAL

U UL UNDERWRITERS LABORATORIES

U UNO UNLESS NOTED OTHERWISE

V VERT VERTICAL

V VOL VOLUME

W W WEST

W W/ WITH

W W/O WITHOUT

W WD WOOD

W WP WORKING POINT

W WT WEIGHT

W WTS WELDED THREADED STUDS

W WWR WELDED WIRE REINFORCEMENT

G GA GAGE

G GALV GALVANIZED

H HDG HOT-DIP GALVANIZED

H HORIZ HORIZONTAL

H HS HIGH STRENGTH

H HSA HEADED STUD ANCHOR

H HT HEIGHT

I ID INSIDE DIAMETER

I IJ ISOLATION JOINT

I IN INCH

I INFO INFORMATION

I INT INTERIOR

J JBE JOIST BEARING ELEVATION

J JT JOINT

K KSI KIPS PER SQUARE INCH

L LBS POUNDS

L LF LINEAR FEET

L LL LIVE LOAD

L LLH LONG LEG HORIZONTAL

L LLV LONG LEG VERTICAL

L LONG LONGINTUDINAL

L LSL LONG SLOTTED HOLE

L LSLP LONG SLOTTED HOLE PARALLEL

L LSLT LONG SLOTTED HOLE

TRANSVERSE

L LT GA LIGHT GAGE

M MAX MAXIMUM

M MECH MECHANICAL

M MFR MANUFACTURER

M MIN MINIMUM

M MISC MISCELLANEOUS

M MTL METAL

N # NUMBER

N N NORTH

N NA NOT APPLICABLE

N NIC NOT IN CONTRACT

N NOM NOMINAL

N NS NEAR SIDE

N NTS NOT TO SCALE

O OA OVERALL

O OC ON CENTER

O OD OUTSIDE DIAMETER

O OF OUTSIDE FACE

O OPNG OPENING

O OPP OPPOSITE

O OWJ OPEN WEB JOIST

P PAF POWDER ACTUATED FASTENERS

P PCF POUNDS PER CUBIC FOOT

P PEMB PRE-ENGINEERED METAL

BUILDING

P PERP PERPENDICULAR

P PH PHASE

P PL PLATE

P PLWD PLYWOOD

P PNL PANEL

P PREFAB PREFABRICATED

P PROJ PROJECT

P PSF POUNDS PER SQUARE FOOT

P PSI POUNDS PER SQUARE INCH

P PT POST TENSIONED

Q QTY QUANTITY

R R RADIUS

R REF REFERENCE

R REINF REINFORCE, REINFORCEMENT

R REQD REQUIRED

R REV REVISION

R RO ROUGH OPENING

A & AND

A @ AT

A ADDL ADDITIONAL

A ADJ ADJACENT

A AFF ABOVE FINISHED FLOOR

A ALT ALTERNATE

A ALUM ALUMINUM

A APPROX APPROXIMATE

A AR ANCHOR RODS

A ARCH ARCHITECT

A ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

A ATFP ANTI-TERRORISM FORCE

PROTECTION

B BAL BALANCE

B BD BOARD

B BLDG BUILDING

B BLKG BLOCKING

B BLW BELOW

B BM BEAM

B BOT BOTTOM

B BRG BEARING

B BTWN BETWEEN

C CFS COLD-FORMED STEEL

C CG CENTER OF GRAVITY

C CIP CAST IN PLACE

C CJ CONTROL JOINT

C CJ CONSTRUCTION JOINT

C CL CENTERLINE

C CLR CLEAR

C CMU CONCRETE MASONRY UNIT

C COL COLUMN

C CONC CONCRETE

C CONN CONNECTION

C CONSTR CONSTRUCTION

C CONT CONTINUOUS

C CONTR CONTRACTOR

C COORD COORDINATE

C CTR CENTER

D DBL DOUBLE

D DEMO DEMOLISH

D DET DETAIL

D DIA OR Ø DIAMETER

D DIAG DIAGONAL

D DIM DIMENSION

D DIST DISTANCE

D DL DEAD LOAD

D DWG DRAWING

E E EAST

E EA EACH

E EF EACH FACE

E EL ELEVATION

E ELEC ELECTRIC

E EMBED EMBEDMENT

E ENGR ENGINEER

E EQ EQUAL

E EQUIV EQUIVALENT

E EW EACH WAY

E EXIST EXISTING

E EXP EXPANSION

E EXT EXTERIOR

F FD FLOOR DRAIN

F FDTN FOUNDATION

F FIN FINISH(ED)

F FIN FLR FINISHED FLOOR

F FLG FLANGE

F FLR FLOOR

F FOC FACE OF CONCRETE

F FOM FACE OF MASONRY

F FOS FACE OF STUD, FACE OF STEEL

F FRMG FRAMING

F FS FAR SIDE

F FT FOOT, FEET

F FTG FOOTING

F FV FIELD VERIFY

WSP USA Inc.

Suite 300

Federal Way, WA 98003-2600

TEL: (206) 431-2300

FAX: (206) 431-2250

33301 9th Avenue South

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

STL JB DATA CENTER EHRM

INFRASTRUCTURE UPGRADES

JEFFERSON BARRACKS, MO

ST. LOUIS, MO 63125

657-21-701JB

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES S-002

ABRREVIATIONS AND SYMBOLS

DDV JKM

ADDENDUM 1

04/11/2025

Revisions: Date:

DanSchwab Architect

ADDENDUM 1

DanSchwab Architect 04/11/2025

DanSchwab Architect

DanSchwab PolyLine

DanSchwab

2 3 4 5 6 8

B

D

F

G

H

SHOWN AREA

PROJECT

NORTH

F1

S-101

/F1 S-101

EXIST HOUSEKEEPING PAD, TYP

CL

EQUIPMENT PER MECH

1300 LBS MAX

T Y

P

2'

2' - 6"

EXIST ROOF BEAMS, TYP

CONC PAD CENTER ABOVE

EXIST ROOF JOISTS AND

GRID LINE, TYP

EQUIPMENT PER MECH

400 LBS MAX

M

IN

7' -0

EXIST ROOF JOIST, TYP

MIN

4' - 0"

A7

S-101

EXIST ROOF JOIST, TYP

REINF EMBED LOCATION, TYP

7' -0

M

IN

G

F

2 3 4

EQ EQ

EQ EQ

5"

T Y

P

LEVEL 3

37' - 0"

#4 @ 12" OC EW

CENTER IN SLAB

#4 @ 12" OC EW

CENTER IN SLAB

STYROFOAM INFILL, TYP

TOP OF EXIST ROOFING

TOP OF EXIST CONC ROOF

EL PER PLAN

EPOXY 3" INTO EXIST SLAB WHERE

SHOWN IN PLAN, SCAN AN LOCATE

EXISTING REINF. PRIOR TO DRILLING.

DO NOT DAMAGE EXISTING

REINFORCMENT, TYP

EQUIP PER MECH, TYP

EXIST ROOF BEAM

EXIST ROOF SLAB

SIMPSON TITEN HD SS W/ 4"

EMBED. DIAMETER TO BE 1/8"

LESS THAN MFR ANCHOR

HOLE DIAMETER.

LOCATION PER MFR, TYP

M A

X

8" M

IN

5" MAX

4" MIN

#4 @ 8" OC HORIZ, TYP

#4 @ 12" OC VERT CENTER

IN CURB, TYP

4'-0" MAX TYP

5"

TYP

5" CURB

LOCATE INNER CURBS

BELOW MECH UNIT

SUPPORTS

LEVEL 3

37' - 0"

STYROFOAM INFILL, TYP

TYP

4'-0" MIN

5" MAX

4" MIN

TOP OF EXIST ROOFING

TOP OF EXIST CONC ROOF

EL PER PLAN

EPOXY 3" INTO EXIST SLAB

WHERE SHOWN IN PLAN, SCAN AN

LOCATE EXISTING REINF. PRIOR

TO DRILLING. DO NOT DAMAGE

EXISTING REINFORCMENT, TYP

EQUIP PER MECH, TYP

EXIST ROOF BEAM

EXIST ROOF SLAB

M A

X

8" M

IN

#4 @ 12" OC EW

CENTER IN SLAB

#4 @ 12" OC EW

CENTER IN SLAB

#4 @ 8" OC HORZ, TYP

#4 @ 12" OC VERT CENTER

IN CURB, TYP

5"

5" CURB TYP

SIMPSON TITEN HD SS W/ 4"

EMBED. DIAMETER TO BE

1/8" LESS THAN MFR

ANCHOR HOLE DIAMETER.

LOCATION PER MFR, TYP

ABBREVIATIONS

db = BAR DIAMETER Ld = TENSION DEVELOPMENT LENGTH Ldt = TENSION DEVELOPMENT LENGTH FOR A TOP BAR Lb = CLASS B LAP SPLICE LENGTH, 1.3Ld Lbt = CLASS B LAP SPLICE LENGTH FOR A TOP BAR, 1.3 Ldt Ldh = TENSION DEVELOPMENT LENGTH FOR A STANDARD HOOK f'c = CONCRETE COMPRESSIBLE STRENGTH AT 28 DAYS fy = BAR YIELD STRENGTH

NOTES:

1. USE THE LENGTH IN THESE SCHEDULES, UNLESS NOTED OTHERWISE.

2. USE LENGTH IN (" ") WHEN BAR COVER IS db OR LESS OR BAR CLEAR SPACING IS 2db OR LESS.

3. TOP BAR IS HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW IT.

SIZE Ld Ldt Lb Lbt Ldh

#4

#5

#6

#7

#8

#9

#10

27 (40) f'c = 4,500 psi fy = 60,000 psi

39 (59)

45 (67)

50 (75)

56 (84) 73 (109)

65 (98)

58 (87)

51 (76)

35 (52) 35 (52)

51 (76)

58 (87)

65 (98)

73 (109)

45 (68)

66 (99)

76 (113)

85 (128)

94 (142)

WSP USA Inc.

Suite 300

Federal Way, WA 98003-2600

TEL: (206) 431-2300

FAX: (206) 431-2250

33301 9th Avenue South

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

STL JB DATA CENTER EHRM

INFRASTRUCTURE UPGRADES

JEFFERSON BARRACKS, MO

ST. LOUIS, MO 63125

657-21-701JB

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

(206) 590-2118

RAY SPEES S-101

BLDG 56 - ROOF PLAN

DDV JKM

ADDENDUM 1

04/11/2025

PLAN NOTES:

1. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ANY DIMENSIONS, OPENINGS, AND

ELEVATIONS NOT SHOWN.

2. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR THE FOLLOWING:

A. DIMENSIONS NOT SHOWN.

B. OPENINGS NOT SHOWN.

C. FLOOR ELEVATIONS.

01S

GENERAL NOTES

KEY PLAN

LEGEND

3/16" = 1'-0" C1

PARTIAL ROOF PLAN

1" = 1'-0" F1

SECTION - EQUIPMENT PAD

1" = 1'-0"

A7

SECTION - EQUIPMENT PAD

Revisions: Date:

1/2" = 1'-0" C7

DEVELOPMENT AND LAP SPLICE

LENGTH SCHEDULES - CONCRETE

DanSchwab Architect

ADDENDUM 1

DanSchwab Architect 04/11/2025

DanSchwab Architect

DanSchwab PolyLine

DanSchwab

SHOWN AREA

PROJECT

NORTH

2 3 4 54.84.4

G

4.6s1 s5 sC

F

CRAC RS/RL LINE DN TO

BASEMENT SEE MP100

FOR CONTINUATION

(TYP.2)

VRF/VRV RL/S LINES DN

TO BASEMENT SEE MP100

FOR CONTINUATION

(TYP.2)

CRAC RS/RL LINE UP TO

ROOF SEE MP102 FOR

CONTINUATION

(TYP.2)

VRF/VRV RS/RL LINE UP TO

ROOF SEE MP102 FOR

CONTINUATION

(TYP.2)

RECEPTION

WAITING

C1 - 4

PREFUNCTION

C1-12

STOR

1B 127

NCA OFF

1B 126NCA OFF

1B 125

NCA OFF

1B 124

NCA OFF

1B 123

NCA OFF

1B 122

LOCKERS

C1-21

REFERENCE

LIBRARY

1B 121

STOR

1B 129

DISPLAY

C1 - 20

WAITING

C1 - 13

CORR

C1-15

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

/9

/2

:5

:3

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

M

E

S D

B .r v t

MP101

FIRST FLOOR PLAN - MECHANICAL PIPING

MGH/JW CY/SH

100% CONSTRUCTION

DOCUMENTS

06/05/2024

657-21-709JBEHRM INFRASTRUCTURE

UPGRADES DATA CENTER - JB

JEFFERSON BARRACKS, MO

ST. LOUIS, MO 63125

KEY PLAN

GENERAL NOTES

1. FOR THE PURPOSES OF CLEARNESS AND LEGIBILITY, DRAWINGS ARE

DIAGRAMMATIC AND FOR DESIGN INTENT ONLY. CONTRACTOR MUST VERIFY ALL

DIMENSIONS BY FIELD MEASUREMENT BEFORE BEGINNING ANY FABRICATION OR

CONSTRUCTION. ALL RACKING PIPING AS CLOSE AS POSSIBLE TO INSIDE WALL OF

TELECOM ROOM

2. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LASTEST VERSION OF THE

VA HVAC DESIGN GUIDE

3. ALL NEW MATERIAL, METHODS, AND EQUIPMENT SHALL BE INSTALLED IN STRICT

ACCORDANCE WITH THE BUILDING STANDARDS AS APPROVED BY THE OWNER.

4. CONTRACTOR SHALL INSTALL ALL EQUIPMENT IN STRICT ACCORDANCE WITH

MANUFACTURERS RECOMMENDATIONS.

5. COORDINATE EXACT LOCATION OF DUCTWORK WITH EQUIPMENT, LIGHTING, PIPING,

ETC..

6. BALANCE AIR SYSTEMS WITHIN 10% OF CAPACITIES LISTED.

7. CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR OR OWNER PRIOR

TO ANY CUTTING OF ROOF.

1/4" = 1'-0"

FIRST FLOOR PLAN -MECHANICAL PIPING

PROJECT

NORTH

AREA OF WORK

Revisions: Date:

Addendum 1 4/11/2025

4/11/25

A

A

SHOWN AREA

PROJECT

NORTH

ROOF

1 2 3 4 5 6 7 86.4 6.65.5

4.8

4.41.3

B

C

D

E

G

4.6 5.2s1 s5 sC sA

D.5

F

EXISTING CRAC OUTDOOR UNITS (TYP 3)

56-HP-02-102

56-HP-01-102

EXISTING

CU

LOWER ROOF

UPPER ROOF

56-CU-05-102

56-CU-04-102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

/9

/2

:0

:3

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

M

E

S D

B .r v t

MP102

ROOF PLAN - MECHANICAL PIPING

MGH/JW CY/SH

100% CONSTRUCTION

DOCUMENTS

06/05/2024

657-21-709JBEHRM INFRASTRUCTURE

UPGRADES DATA CENTER - JB

JEFFERSON BARRACKS, MO

ST. LOUIS, MO 63125

KEY PLAN

GENERAL NOTES

1. FOR THE PURPOSES OF CLEARNESS AND LEGIBILITY, DRAWINGS ARE

DIAGRAMMATIC AND FOR DESIGN INTENT ONLY. CONTRACTOR MUST VERIFY ALL

DIMENSIONS BY FIELD MEASUREMENT BEFORE BEGINNING ANY FABRICATION OR

CONSTRUCTION. ALL RACKING PIPING AS CLOSE AS POSSIBLE TO INSIDE WALL OF

TELECOM ROOM

2. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LASTEST VERSION OF THE

VA HVAC DESIGN GUIDE

3. ALL NEW MATERIAL, METHODS, AND EQUIPMENT SHALL BE INSTALLED IN STRICT

ACCORDANCE WITH THE BUILDING STANDARDS AS APPROVED BY THE OWNER.

4. CONTRACTOR SHALL INSTALL ALL EQUIPMENT IN STRICT ACCORDANCE WITH

MANUFACTURERS RECOMMENDATIONS.

5. COORDINATE EXACT LOCATION OF DUCTWORK WITH EQUIPMENT, LIGHTING, PIPING,

ETC..

6. BALANCE AIR SYSTEMS WITHIN 10% OF CAPACITIES LISTED.

7. CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR OR OWNER PRIOR

TO ANY CUTTING OF ROOF.

8. ALL REFRIGERANT LINES ARE SIZES BASED BOD. VERIFY LINE SIZING WITH

MANUFACTURER.

1/8" = 1'-0"

ROOF PLAN - MECHANICAL PIPING

PROJECT

NORTH

KEYNOTES

CRAC-04-102 TO BE INSTALLED FIRST TO MAINTAIN COOLING DURING

CONSTRUCTION. THIS INCLUDES ALL ASSOCIATED PIPING AND DIFFUSERS

Revisions: Date:

Addendum 1 4/11/2025

4/11/25

J

J

4160 VO

LTS

DUST CO

LLECTO

R

LIQ UEFIED PETRO LEUM G AS

FLAM M ABLE G AS 2

TRASH COM

PACTO

R

P

SILVERBUILDING 1 23

VA PO

LICE

E

LECTRIC ACCESS

TRANSFO

RM

ER

TRANSFO

RM

ER

TRANSFO

RM

ER

HVAC UNIT

E

LECTRIC PANEL

HVAC UNIT

S&C PAD M

O

UNTED G

EAR

CATALO

G

# 55152-C3DGIG

2P1V M

O

DEL# PM

H-9

EE13299 SG

-52

13278

BUILDING

AREA OF WORK

1 2 3 4 5 6 7 86.4 6.65.54.84.41.3

B

C

D

E

F

G

H

4.6 5.2s1 s5 sC sA

D.5

AMD / AV

PRODUCTION

COORD

BB 143

IT CDN, SHARED

BB 144

E-LEARN PROD

OFFICE

BB 145

E-LEARN PROD

OFFICE

BB 146

E-LEARN PROD

OFFICE

BB 147

GRAPHICS

OFFICE

BB 109

GRAPHICS

OFFICE

BB 108

GRAPHICS

OFFICE

BB 107

GRAPHICS

OFFICE

BB 105

OFFICE, STUDIO

MGR

BB 104

OFFICE, STUDIO

MGR

BB 100

OFFICE

PRODUCER

BA 125

OFFICE

PRODUCER

BA 123

TR

BA 105

DATA

BA 106

ELEC

BA 107

RECYCLING

ROOM

BA 104

PROD CTL VIDEO

BA 110

STAIR 1

STAIR

WOMEN

BA 100

OFFICE, SR

ENGINEER

BA 122

NAT'L MEDIA

SVCS COORD

BA 121

OFFICE

PRODUCER

BA 120

GREEN ROOM

BA 119

DRESSING RM

BA

118A

MAKE UP

BA 118

LAN / TEL / DATA

DMARK ROOM

BA 114

ENG MAINT

BA 115

OFFICE

PRODUCER

BA 116

AV PRODUCTION

SUPPORT

BA 113

CONTRACTOR

WKSTNS (2)

BA 112

SUPPORT TECH

BA

112A

STUDIO

BA 109

EQPT AV STR

BA

103A

STUDIO MECH

BA

108B

MEDIA STORAGE

BA 108

DOCK /

RECEIVING

BA 103

MAIL ROOM

BA 102

MEN

BA 101

ELEV

S - 1

ELEV

P - 1

IT NON - SECURE

STR

BB 121

IT SECURE

STORAGE

BB 120

STORAGE,

EQUIPMENT +

SUPPLIES /

PARTS

BB 119

COMBINED

COMPUTER /

SERVER ROOM

BB 102

AVID SUITE

BB 116

AVID MACHINE

ROOM

BB 117

AVID SUITE

BB 114

AVID SUITE

BB 113

MSTR OFFICE

SUPPLIES

BB 124

STAIR 2

STAIR

KIT

BB 126

TLT

BB 127

TLT

BB 128

SOCIAL MEDIA

BB 132

IT SYSTEM ADMIN

BB 133

IT SPECIALIST

BB 134

IT SPECIALIST

BB 135

IT SYSTEM

ADMIN, SHARED

BB 136

IT OFFICE ISO

BB 137

IT SPECIALIST,

SHARED

BB 138

OFFICE

ENGINEER

SHARED

BB 139

Room

BB 140

ELEARN PROD

BB 141

LRG COORD

BB 148

LRG PROGRAM

SUPPORT

BB 130

NORMAL

ELECTRICAL

ENTRY

BB

129A

EMERGENCY

ELECTRICAL

ENTRY

BB 129

EES ELEC

BB 125

MUSIC LIBRARY

BB 118

OFFICE EDIT

BB 115

OFFLINE EDIT

BB 112

GRAPHICS

STORAGE

BB 111

DUBBING / CDN

BB 106

AUDIO BOOTH

BB 110

COPY ROOM

BB 103

WK ROOM

BB 101

MASTER

CONTROL

BA 117

MECH

BB 123

HSKG

BB 122

LRG

CB-20

LRG

CB-19

LRG

CB-18

COLLABORATION

CB -50

ATS LS

ATS EQ

GSB 56

MSB 56-1

DP/56M

DP/56L

DP/56R

ATS C

TR 56-C

DP/56EQ

DP/56LS

METER

ENCLOSURE

JUNCTION

BOX

METER ENCLOSURE

(2) METER

ENCLOSURES

STACKED

METERING ENCLOSURE

HOUSEKEEPING PAD

HOUSEKEEPING PAD

METER ENCLOSURE

PRIMARY BONDING BUSBAR

ET101

ET102

EL101

EP101

ED103

ED104

ED101

ED102

56-P-10

56-P-02

56-P-04

FACP

56-AHU-0A

CONCRETE

HOUSEKEEPING

PAD

EP401

EP401

EP401

EP401

EXISTING MCC

56-P-14G

EP402

EP402

56-P-05

56-P-19

56-P-12A

56-P-18

56-P-07A

TR-56-DP-TRB

56-DP-TRB

56-DP-TRA

CONTINUE TO EXTERNAL

FUEL TANK. REFERENCE

SHEET E-102 FOR

ADDITIONAL INFORMATION

56-P-36

56-P-34A

EP402

EP402

56-P-35A

56-P-03

56-P-38

56-P-39

56-P-40

TO GENERATOR

CONTROL CABINET.

REFERENCE

SHEET E-102 FOR

ADDITIONAL INFORMATION

56-P-09I

56-P-08A

56-P-13A

56-P-09C

56-P-14E

BLDG 56

A SIDE POWER

B SIDE POWER

SHEET SHALL BE PRINTED

IN COLOR TO PROVIDE ALL

INFORMATION

LEGEND:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

:0

: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

E

L S

D B

.r v t

E-101

BLDG 56 - LEVEL 00 - ELECTRICAL PLAN

WNM/MM JBB/JFO

100% CONSTRUCTION

DOCUMENTS

05/10/2024

657-21-709JBEHRM INFRASTRUCTURE

UPGRADES

JEFFERSON BARRACKS, MO

ST. LOUIS, MO 63125

KEY PLAN

GENERAL NOTES

TRUE

NORTH

KEY NOTES

1. ALL EXISTING EQUIPMENT MAY NOT BE SHOWN FOR CLARITY. CONTRACTOR SHALL

FIELD VERIFY ALL POWER, LIGHTING AND ASSOCIATED CIRCUITRY AS REQUIRED. ALL

RACEWAYS AND CONDUCTORS ASSOCIATED WITH EQUIPMENT TO BE DEMOLISHED

SHALL BE DEMOLISHED BACK TO THEIR SOURCE, UNLESS OTHERWISE NOTED.

2. PROTECT ALL EXISTING WORK FROM DAMAGE DURING CONSTRUCTION. ANY

DAMAGED MATERIALS, SYSTEMS, COMPONENTS, FINISHES BE LIKE, SHALL BE

REPAIRED OR REPLACED AT THE EXPENSE OF THE CONTRACTOR TO THE

ACCEPTANCE OF THE OWNER.

3. CONTRACTOR SHALL COORDINATE NORMAL/ESSENTIAL ELECTRICAL SYSTEM

SHUTDOWNS AND PHASING WITH THE VA PRIOR TO PERFORMING REQUIRED

EQUIPMENT UPGRADES. CONTRACTOR TO PROVIDE BACKUP EMERGENCY POWER

AND DETERMINE TIE-IN/CONNECTION PLAN WITH EXISTING EQUIPMENT. POWER TO

ALL EXISTING ESSENTIAL EQUIPMENT CANNOT BE INTERRUPTED AND SHALL REMAIN

ACTIVE DURING CONSTRUCTION. BACKUP POWER AND TIE-IN SHALL CONFORM WITH

VA STANDARDS.

4. SEAL ALL INTERIOR WALL AND CEILING PENETRATIONS TO MATCH EXISTING FIRE

RATING OR NEW FIRE RATING, IF REQUIRED. COORDINATE WITH ARCHITECTURAL

DRAWINGS AS REQUIRED.

- 1/8" = 1'-0"

1 BLDG 56 - LEVEL 00 - ELECTRICAL PLAN

MODIFIED EQUIPMENT. PROVIDE FEEDERS AS INDICATED.

PROVIDE JUNCTION BOX ABOVE ACCESSIBLE CEILING TO CONSOLIDATE ATS

STATUS/RUN SIGNALS/WIRING TO (1) 2" CONDUIT. ROUTE CONDUIT TO GENERATOR

BUILDING AND TERMINATE TO GENERATOR CONTROL CABINET. PROVIDE

TRENCHING AS REQUIRED. COORDINATE BACKFILL AND SURFACING REQUIREMENTS

WITH CIVIL DRAWINGS.

EXISTING FACP LOCATED IN ROOM "BA 106" ON LEVEL 00. PROVIDE ALL REQUIRED

CONNECTIONS, CONDUIT, WIRE, PROGRAMMING, AND TESTING FOR ALL ADDITIONAL

FIELD DEVICES AS REQUIRED; CONTRACTOR SHALL PROVIDE A COMPLETE AND

FULLY FUNCTIONAL SYSTEM. REFERENCE ALL ELECTRICAL PLANS FOR FIELD

DEVICE LOCATIONS.

PROVIDE (1) JUNCTION BOX AND (1) SEAL-OFF FOR EACH CONDUIT. SEAL-OFFS

SHALL BE +24" AFG. JUNCTION BOXES SHALL BE NEMA 3R.

4'0 8' 16'

PROJECT

NORTH

Revisions: Date:

ADDENDUM 1 04/11/2025

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

T

T

T

T

T

T

T

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

4160 VO

LTS

DUST CO

LLECTO

R

LIQ UEFIED PETRO LEUM G AS

FLAM M ABLE G AS 2

TRASH COM

PACTO

R

P

SILVERBUILDING 1 23

VA PO

LICE

E

LECTRIC ACCESS

TRANSFO

RM

ER

TRANSFO

RM

ER

TRANSFO

RM

ER

HVAC UNIT

E

LECTRIC PANEL

HVAC UNIT

S&C PAD M

O

UNTED G

EAR

CATALO

G

# 55152-C3DGIG

2P1V M

O

DEL# PM

H-9

EE13299 SG

-52

13278

BUILDING

AREA OF WORK

PROPOSED FIBER DUCTBANK

EX. GENERATOR BLDG

EX. BLDG 56

8' - 0

' - 6

EX. CMU

SCREEN WALL

EXISTING GENERATOR

HOUSEKEEPING PAD

BATTERY BANK

FUEL TANK

CONTROL PANEL

EXISTING 600 GAL

FUEL TANK

PANEL '56-LSGB'

30 kVA XFMR

'TR-56-LSGB'

XFMR DISCONNECT

GROUND BAR

PULL BOX,

(4) CONDUITS

GENERATOR

CONTROL CABINET

E-503

CONTINUE TO "56-ATS-A" AND "56-ATS-B"

IN BUILDING 56. SEE SHEET E-101 FOR

ADDITIONAL INFORMATION.

56-FP-02

56-P-35A

56-P-34A

CONTINUE TO ROOM BB 125. SEE SHEET E-101

FOR ADDITIONAL INFORMATION.

56-P-34B

56-P-35B

56-P-36

56-P-40

56-FP-01,

56-FPS-01

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

:1

:5 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

E

L S

D B

.r v t

E-102

GENERATOR FUEL TANK ELECTRICAL PLAN

WNM/MM JBB/JFO

100% CONSTRUCTION

DOCUMENTS

05/10/2024

657-21-709JBEHRM INFRASTRUCTURE

UPGRADES

JEFFERSON BARRACKS, MO

ST. LOUIS, MO 63125

KEY PLAN

GENERAL NOTES

TRUE

NORTH

KEY NOTES

1. ALL EXISTING EQUIPMENT MAY NOT BE SHOWN FOR CLARITY. CONTRACTOR SHALL

FIELD VERIFY ALL POWER, LIGHTING AND ASSOCIATED CIRCUITRY AS REQUIRED. ALL

RACEWAYS AND CONDUCTORS ASSOCIATED WITH EQUIPMENT TO BE DEMOLISHED

SHALL BE DEMOLISHED BACK TO THEIR SOURCE, UNLESS OTHERWISE NOTED.

2. PROTECT ALL EXISTING WORK FROM DAMAGE DURING CONSTRUCTION. ANY

DAMAGED MATERIALS, SYSTEMS, COMPONENTS, FINISHES BE LIKE, SHALL BE

REPAIRED OR REPLACED AT THE EXPENSE OF THE CONTRACTOR TO THE

ACCEPTANCE OF THE OWNER.

3. CONTRACTOR SHALL COORDINATE NORMAL/ESSENTIAL ELECTRICAL SYSTEM

SHUTDOWNS AND PHASING WITH THE VA PRIOR TO PERFORMING REQUIRED

EQUIPMENT UPGRADES. CONTRACTOR TO PROVIDE BACKUP EMERGENCY POWER

AND DETERMINE TIE-IN/CONNECTION PLAN WITH EXISTING EQUIPMENT. POWER TO

ALL EXISTING ESSENTIAL EQUIPMENT CANNOT BE INTERRUPTED AND SHALL REMAIN

ACTIVE DURING CONSTRUCTION. BACKUP POWER AND TIE-IN SHALL CONFORM WITH

VA STANDARDS.

4. SEAL ALL INTERIOR WALL AND CEILING PENETRATIONS TO MATCH EXISTING FIRE

RATING OR NEW FIRE RATING, IF REQUIRED. COORDINATE WITH ARCHITECTURAL

DRAWINGS AS REQUIRED.

- 1/8" = 1'-0"

1 GENERATOR FUEL TANK ELECTRICAL PLAN 4'0 8' 16'

PROJECT

NORTH

ATS STATUS/RUN CONDUIT. ROUTE CONDUIT FROM BUILDING 56 ATSs TO

GENERATOR CONTROL CABINET IN GENERATOR BUILDING. PROVIDE TRENCHING AS

REQUIRED. COORDINATE BACKFILL AND SURFACING REQUIREMENTS WITH CIVIL

DRAWINGS.

PROVIDE NEMA-3R DISCONNECT, LOCKABLE. MOUNT DISCONNECT TO UNISTRUT

RACK. REFERENCE DETAIL 4 ON SHEET E-503 FOR MATERIAL AND

CONSTRUCTABILITY REQUIREMENTS.

AUTOMATIC TRANSFER SWITCHES "56-ATS-A" AND "56-ATS-B" SHALL HAVE MINIMUM

POINTS/SIGNALS AS FOLLOWS:

- GENERATOR START SIGNAL (CALL TO RUN)

- ATS IN NORMAL POSITION "ATS-B-NPS"

- ATS IN EMERGENCY POSITION "ATS-B-EPS"

- ATS NORMAL POWER AVAILABLE "ATS-B-NPA"

- ATS EMERGENCY POWER AVAILABLE "ATS-B-EPA"

ABOVE GROUND REMOTE DIESEL GENERATOR FUEL TANK. PROVIDE ALL REQUIRED

RACEWAYS, COMPONENTS, AND CONNECTIONS AS REQUIRED FOR THE AREA.

REFERENCE NEC 515, TABLE 515.3 FOR ADDITIONAL INFORMATION.

Revisions: Date:

ADDENDUM 1 04/11/2025

AREA OF WORK

BB102

4 5 5.54.84.4

F

G

4.6 5.2s5

COMBINED

COMPUTER /

SERVER ROOM

BB 102

DP/56U

UPS

MAINTENANCE

BYPASS PANEL

UPS TE-BREAKER

PANEL

UPS

UPS

UPS CONTROL PANEL

UPS CONTROL PANEL

56-C7

56-C6

56-C5

56-C4

56-C3

56-C2

LIGHTING CONTROL PANEL

LIGHTING CONTROL PANEL

LIGHTING CONTROL PANEL

56-SP1

FIRE

SUPPRESSION

CONTROL PANEL

56-CRAC-A 56-CRAC-B

56-CRAC-C

3 4

1 1

1 1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

:1

: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

E

L S

D B

.r v t

ED101

DATA CENTER - LIGHTING DEMOLITION PLAN

WNM/MM JBB/JFO

100% CONSTRUCTION

DOCUMENTS

05/10/2024

657-21-709JBEHRM INFRASTRUCTURE

UPGRADES

JEFFERSON BARRACKS, MO

ST. LOUIS, MO 63125

KEY PLAN

GENERAL NOTES

PROJECT

NORTH

2'0 4' 6'

PROJECT

NORTH

KEY NOTES

1. ALL EXISTING EQUIPMENT MAY NOT BE SHOWN. CONTRACTOR SHALL FIELD VERIFY

ALL LIGHTING, CONTROLS, AND ASSOCIATED CIRCUITRY AS REQUIRED. ALL

RACEWAYS AND CONDUCTORS ASSOCIATED WITH DEMOLISHED EQUIPMENT SHALL

BE DEMOLISHED BACK TO THEIR SOURCE, UNLESS OTHERWISE NOTED.

2. ALL DEMOLITION OF ELECTRICAL SYSTEM SHALL BE CLOSELY COORDINATED WITH

THE CONTRACTORS PHASING OF THE PROJECT. VERIFY DEMOLITION OF ELECTRICAL

WITHH ALL TRADES PRIOR TO START OF DEMOLITION.

3. PROTECT ALL EXISTING WORK FROM DAMAGE DURING CONSTRUCTION. ANY

DAMAGED MATERIALS, SYSTEMS, COMPONENTS, FINISHES AND THE LIKE, SHALL BE

PREPARED OR REPLACED AT THE EXPENSE OF THE CONTRACTOR TO THE

ACCEPTANCE OF THE OWNER.

4. ALL CICUITS AND RELATED DEVICES THAT ARE TO REMAIN ARE TO STAY

"ENERGIZED" IN THE DEMOLITION AND NEW CONSTRUCTION PHASES UNTIL THE

COMPLETION OF THE WORK INDICATED IN THE PLAN.

5. THE CONTRACTOR SHALL REMOVE ALL ELECTRICAL ASSOCIATED WITH WALLS BEING

REMOVED, AND IN LOCATIONS WHERE JUNCTION BOXES WILL NOT REMAIN

ACCESSIBLE AFTER INSTALLATION OF MILLWORK.

6. CONTRACTOR SHALL DISPOSE OF THE REMOVED DEVICES. DISPOSAL OF DEVICES

SHALL COMPLY WITH ALL APPROPRIATE CODES. REUSE EXISTING CONDUITS AND

JUNCTION BOXES AS IS PRACTICAL.

7. THE CONTRACTOR SHALL PROVIDE UPDATED CIRCUIT PANEL DIRECTORIES FOR ALL

PANELS THAT CONTAIN CIRCUITS IMPACTED BY THIS PROJECT.

8. CONTRACTOR SHALL ENSURE ALL EQUIPMENT INCLUDING, BUT NOT LIMITED TO

LIGHT BALLASTS THAT CONTAIN PCBs, SHALL BE PROPERLY REMOVED AND

DISPOSED.

EXISTING RECESSED LUMINAIRE AND ALL ASSOCIATED CONTROL DEVICES AND

WIRING TO BE DEMOLISHED.

EXISTING ROW OF LUMINAIRES AND THEIR CORRESPONDING CONDUIT AND WIRE TO

BE DEMOLISHED BACK TO SOURCE.

EXISTING EQUIPMENT TO BE DEMOLISHED. ASSOCIATED CONDUIT AND WIRE

SHALL BE DEMOLISHED BACK TO SOURCE.

APPROXIMATE FOOTPRINT OF MECHANICAL EQUIPMENT TO BE INSTALLED.

RELOCATE EXISTING EQUIPMENT WITHIN FOOTPRINT AND NEAREST WALL FROM

FLOOR TO CEILING INCLUDING EQUIPMENT BELOW TILE/ABOVE CEILING UNLESS

STATED OTHERWISE. FOR ALL RELOCATED EQUIPMENT, EXTEND CONDUIT AND WIRE

AND REROUTE AS REQUIRED.

- 3/8" = 1'-0"

1 DATA CENTER - LIGHTING DEMOLITION PLAN

Revisions: Date:

ADDENDUM 1 04/11/2025

E E

E

E

E E

E E

E

E E E

E

E

AREA OF WORK

4 5 5.54.84.4

F

G

4.6 5.2s5

UPS CONTROL

PANEL

UPS CONTROL

PANEL

EXTINGUISHING

SYSTEM ABORT

UPS SHUTDOWN

UPS

UPS

UPS TE-BREAKER

PANEL

UPS

MAINTENANCE

BYPASS PANEL

DP/56U

56-SP1

LIGHTING CONTROL PANEL

LIGHTING CONTROL PANEL

LIGHTING CONTROL PANEL

56-C2

56-C3

56-C4

56-C5

56-C6

56-C7

CAB #19

CAB #20

CAB #21

CAB #22

CAB #23

CAB #24

CAB #25

CAB #26

CAB #27

CAB #10

CAB #11

CAB #12

CAB #13

CAB #14

CAB #15

CAB #16

CAB #17

CAB #18

CAB #01

CAB #02

CAB #03

CAB #04

CAB #05

CAB #06

CAB #07

CAB #08

CAB #09

COMBINED

COMPUTER /

SERVER ROOM

BB 102

'1'

'2'

'3'

'4'

'5'

'6'

'7'

'8'

'9'

'10'

'15'

'14'

'13'

'12'

'11'

'20'

'19'

'18'

'17'

'16'

'36'

'35'

56-CRAC-A 56-CRAC-B

56-CRAC-C

TYP.

EMERGENCY PUSH

BUTTON

EMERGENCY PUSH

BUTTON

EMERGENCY PUSH

BUTTON

UPS SHUTDOWN (ABOVE)

EXTINGUISHING SYSTEM ABORT (BELOW)

EMERGENCY PUSH

BUTTON

EMERGENCY PUSH

BUTTON

UPS SHUTDOWN

EMERGENCY PUSH

BUTTON

UPS SHUTDOWN

EMERGENCY PUSH

BUTTON

UPS SHUTDOWN

EMERGENCY PUSH

BUTTON

E-505

EXISTING BUSBAR

7 1

7 1

7 1

7 1

BB 102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

:1

:1 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

E

L S

D B

.r v t

ED102

DATA CENTER - POWER DEMOLITION PLAN

WNM/MM JBB/JFO

100% CONSTRUCTION

DOCUMENTS

05/10/2024

657-21-709JBEHRM INFRASTRUCTURE

UPGRADES

JEFFERSON BARRACKS, MO

ST. LOUIS, MO 63125

GENERAL NOTES

PROJECT

NORTH

- 3/8" = 1'-0"

1 DATA CENTER - POWER DEMOLITION PLAN 2'0 4' 6'

PROJECT

NORTH

KEY PLAN

KEY NOTES

DEMOLISH EXISTING ELECTRICAL CONNECTIONS BACK TO SOURCE. EXISTING DATA

CABINETS TO BE SALVAGED AND RETURNED TO THE VA.

EXISTING CABINETS DEDICATED TO I-LEAD. CABINETS AND ASSOCIATED EQUIPMENT

TO REMAIN.

EXISTING PANELS BELONGING TO I-LEAD TO BE RELOCATED. PRESERVE, MAINTAIN

AND EXTEND EXISTING BRANCH CIRCUITING FOR RETERMINATION INTO RELOCATED

PANEL. REFERENCE ONE-LINE DIAGRAM FOR ADDITIONAL INFORMATION.

EXISTING EQUIPMENT TO BE DEMOLISHED. ASSOCIATED CONDUIT AND WIRE SHALL

BE DEMOLISHED BACK TO SOURCE.

APPROXIMATE FOOTPRINT OF MECHANICAL EQUIPMENT TO BE INSTALLED.

RELOCATE EXISTING EQUIPMENT WITHIN FOOTPRINT AND NEAREST WALL FROM

FLOOR TO CEILING INCLUDING EQUIPMENT BELOW TILE/ABOVE CEILING UNLESS

STATED OTHERWISE. FOR ALL RELOCATED EQUIPMENT, EXTEND CONDUIT AND WIRE

AND REROUTE AS REQUIRED.

EXISTING EMERGENCY PUSHBUTTON TO BE RELOCATED. REFERENCE KEY NOTE '3'

ON SHEET EP101 FOR ADDITIONAL INFORMATION AND REVISED EQUIPMENT

LOCATION.

EXISTING EMERGENCY PUSHBUTTON TO BE CONNECTED TO NEW EQUIPMENT.

REFERENCE KEY NOTE '6' ON SHEET EP101 FOR ADDITIONAL INFORMATION.

Revisions: Date:

ADDENDUM 1 04/11/2025

1. ALL EXISTING EQUIPMENT MAY NOT BE SHOWN. CONTRACTOR SHALL FIELD VERIFY

ALL ELECTRICAL, LOW VOLTAGE DEVICES AND ASSOCIATED CIRCUITRY AS

REQUIRED. ALL RACEWAYS AND CONDUCTORS ASSOCIATED WITH DEMOLISHED

EQUIPMENT SHALL BE DEMOLISHED BACK TO THEIR SOURCE, UNLESS OTHERWISE

NOTED.

2. ALL DEMOLITION OF ELECTRICAL AND TELECOMMUNICATIONS SYSTEMS SHALL BE

CLOSELY COORDINATED WITH THE CONTRACTORS PHASING OF THE PROJECT.

VERIFY DEMOLITION OF ELECTRICAL WITH ALL TRADES PRIOR TO START OF

DEMOLITION.

3. PROTECT ALL EXISTING WORK FROM DAMAGE DURING CONSTRUCTION. ANY

DAMAGED MATERIALS, SYSTEMS, COMPONENTS, FINISHES, AND THE LIKE, SHALL BE

REPAIRED OR REPLACED AT THE EXPENSE OF THE CONTRACTOR TO THE

ACCEPTANCE OF THE OWNER.

4. ALL CIRCUITS AND RELATED DEVICES THAT ARE TO REMAIN SHALL STAY

"ENERGIZED" IN DEMOLITION AND NEW CONSTRUCTION PHASES UNTIL COMPLETION

OF WORK INDICATED ON THESE PLANS.

5. THE CONTRACTOR SHALL REMOVE ALL ELECTRICAL AND TELECOMMUNICATIONS

EQUIPMENT ASSOCIATED WITH WALLS BEING REMOVED, AND IN ALL LOCATIONS

WHERE JUNCTION BOXES WILL NOT REMAIN ACCESSIBLE AFTER INSTALLATION OF

MILLWORK.

6. CONTRACTOR SHALL DISPOSE OF THE REMOVED DEVICES. DISPOSAL OF DEVICES

SHALL COMPLY WITH ALL APPROPRIATE CODES. REUSE EXISTING CONDUITS AND

JUNCTION BOXES AS IS PRACTICAL.

7. THE CONTRACTOR SHALL PROVIDE UPDATED CIRCUIT DIRECTORIES FOR ALL

EQUIPMENT THAT CONTAIN CIRCUITS IMPACTED BY THIS PROJECT.

8. REMOVE ALL ABANDONED WIRING AND RACEWAYS TO SOURCE. COORDINATE WITH

COR FOR REMOVING EXISTING TERMINATION.

a,b

OS a,b a,b

OS

OS

a,b

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

OS

a,b

AREA OF WORK

4 5 5.54.84.4

F

G

4.6 5.2

L1E b

L1 a

L1E b

L1 a

L1 a

L1E b

L1 a

L1 a

L1 a

L1 a

L1E b

L1 a

L1E b

L1 a

L1 a

L1E b

L1 a

L1E b

L1 a

L1 a

L1 a

L1 a

L1E b

L1 a

L1E b

L1 a

L1 a

L1E b

L1E b

L1 a

L1 a

L1E b

COMBINED

COMPUTER /

SERVER ROOM

BB 102

LIGHTING CONTROL PANEL

LIGHTING CONTROL PANEL

LIGHTING CONTROL PANEL

56-SP1

FIRE

SUPPRESSION

CONTROL PANEL

56-C7

56-C2

56-C6

56-CRAC-A 56-CRAC-B

56-CRAC-C

56-SWBD-UPS-A

56-SWBD-UPS-B

56-C3

L1 a

L1E b

L1 a

L1 a

L1E b

L1 a

L1E b

L1 a

L1 a

L1 a

L1E b

L1 a

L1 a

1 1 1 1 1 1 1

1 1 1

BB102

4 5 5.54.84.4

F

G

4.6 5.2

1 1

TYP.

a,b a,b a,b a,b a,b a,b a,b a,b a,b a,b a,b a,b a,b a,b a,b a,b a,b a,b

DP/56LS

X

DP/56LS

E-504

56-L1-5

X

DP/56LS

b a

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of

Construction and Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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

:1

:4 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

E

L S

D B

.r v t

EL101

DATA CENTER - LIGHTING PLAN

WNM/MM JBB/JFO

100% CONSTRUCTION

DOCUMENTS

05/10/2024

657-21-709JBEHRM…