150083_ATT11_Drawings.pdf

PDF 4 MB Posted Jan 23, 2026

Attached to: TINKER AFB MAC BOA WWYK150083 - Repair Transformer Vault 6, B9001
Solicitation number: FA813726R0008
Issued by: Department of the Air Force Materiel Command Air Force Sustainment Center

About this file

Written by GovTribe AI · Jan 23, 2026

This document is a set of contract drawings for the "Repair Transformer Vault 6, B9001" project at Tinker Air Force Base, Oklahoma, with an issue date of December 12, 2025. The project is designated WWYK150083 and is managed by the Air Force Materiel Command's 72nd Air Base Wing Civil Engineer Directorate.

The scope of work includes demolition and replacement of electrical equipment within Transformer Vault 6. Key demolition tasks involve removing existing switchgear units 6C and 6D (including 2000 KVA step-down transformers), primary load break switches, main/tie/distribution sections, and associated busways, while retaining primary 13.8 KV circuits and secondary 480V busducts for reconnection. New work includes installation of Square D Power Zone switchgear with remote racking, Kirk-key switching interlock, forced fan cooling, and temperature monitoring; installation of new medium voltage rated cable compatible with existing systems; installation of 480V, 3-phase, 3-wire, 1600-ampere busduct; cable tray systems with 9-500 KCMIL and 1-#4/0 EGC; and fire alarm system modifications including removal and reinstallation of notification devices. The project requires compliance with applicable codes including UFC 1-200-01, UFC 3-301-01, IBC 2024, ACI 318-19, ASCE 7-22, and Tinker Air Force Base Facility Standards. The drawings include architectural floor plans and elevations, structural plans and general notes, and comprehensive electrical plans, one-line diagrams, details, and schedules for both demolition and new work phases.

View the file

Other files

File	Type	Posted
Solicitation Amendment FA813726R00080003 SF 30.pdf	PDF	Apr 9, 2026
WWYK150083 Follow-up Pre Bid RFIs.pdf	PDF	Apr 6, 2026
Unlocked Solicitation FA813726R0008.pdf	PDF	Apr 1, 2026
Unlocked FA8137-26-R-0008-0002.pdf	PDF	Mar 25, 2026
FA8137-26-R-0008-0002.pdf	PDF	Mar 24, 2026
WWYK150083 Pre-Bid RFI Government Response ver 2.pdf	PDF	Mar 23, 2026
Unlocked FA8137-26-R-0008-0001.pdf	PDF	Mar 13, 2026
Solicitation Amendment FA813726R00080001 SF 30 (1).pdf	PDF	Mar 12, 2026
WWYK150083 Pre Bid RFI Response.pdf	PDF	Mar 4, 2026
WWYK150083 Site Visit Sign In Sheet.pdf	PDF	Mar 4, 2026
150083_ATT04_ODS.pdf	PDF	Feb 19, 2026
Solicitation - FA813726R0008.pdf	PDF	Feb 19, 2026
LDS.pdf	PDF	Feb 19, 2026
150083_ATT03_Recovered_Materials_Determination_Form.pdf	PDF	Feb 19, 2026
150083_ATT10_Submittal_Register.pdf	PDF	Jan 23, 2026
150083_Wage_Determination.pdf	PDF	Jan 23, 2026
150083_ATT09_SOW.pdf	PDF	Jan 23, 2026

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TINKER AFB, OK

VICINITY MAP

EAKER GATE

FIRE DEPARTMENT

B117

BASE OPERATIONS

B240

CONTRACTING

VANCE

GATE

GOTT

GATE

TINKER GATE

(TEMPORARILY

CLOSED)

LIBERATOR GATE

(TEMPORARILY CLOSED)

HOPE

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LANCER

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TRUCK

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PIAZZA GATE

(TEMPORARILY CLOSED)

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BASE CIVIL ENGINEER

B400

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B6611

Extender Dr.

Globemaster Dr.

Joint STARS Dr.

Central Plant Dr.

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G-001

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

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REVIEWED BY:

USING AGENCY:

ASBESTOS EVALUATION:

SAFETY:

DATE:

INDUSTRIAL HYGIENE:

DATE:

SHT. SHEET TITLE

SIGNATURES

CORROSION ENGINEER: (CECE)

CE OPERATIONS: (CECO)

COMMUNICATIONS: (COMM)

CHIEF ENGINEER DIR: (CECE)

CHIEF DESIGN BRANCH: (CECE)

DESIGN MANAGER: (CECE)

ZONE MANAGER:

CONSTRUCTION MANAGEMENT: (CECE)

ENVIRONMENTAL:

BASE CIVIL ENGINEER: (CE)

FIRE DEPARTMENT: (CEFT)

PROJECT LOCATION

PROJECT

LOCATION

WWYK150083

REPAIR TRANSFORMER

VAULT 6, B9001

PROJECT DRAWING INDEX

SHT. SHEET TITLE

G-001 SHEET INDEX, VICINITY MAP AND BUILDING KEY PLAN

A-101 ARCHITECTURAL FLOOR AND ROOF PLANS, ELEVATIONS IMAGES

ARCHITECTURAL

ELECTRICAL LEGEND, SYMBOLS AND ABBREVIATIONS

ELECTRICAL

E-001

ELECTRICAL PLAN - DEMOLITIONED101

ELECTRICAL ONE-LINE DIAGRAM - DEMOLITIONED601

ELECTRICAL PLAN - NEW WORKE-101

ELECTRICAL ONE-LINE DIAGRAM - NEW WORKE-601

FIRE ALARM - DEMOLITION AND NEW WORK PLAN

FIRE PROTECTION

F-101

ELECTRICAL DETAILSE-501

STRUCTURAL GENERAL NOTES

STRUCTURAL

S-001

STRUCTURAL PLAN - NEW WORKS-101

ELECTRICAL SCHEDULESE-602

TRANSFORMER

VAULT

XY N

X YN

38 373837

T.O.P 21' - 6"

F.F 0' - 0"

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R A

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

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GENERAL NOTES:

1. DRAWINGS & SPECIFICATIONS ARE COMPONENTS OF

THE CONTRACT DOCUMENTS. REVIEW ALL DRAWINGS

& SPECIFICATIONS FOR THE COMPLETE SCOPE OF

WORK. NOTIFY CONSTRUCTION INSPECTOR

IMMEDIATELY FOR CLARIFICATION IF

INCONSISTENCIES, CONTRADICTIONS, OR OMISSIONS

ARE DISCOVERED.

2. DO NOT SCALE DRAWINGS. IF DIMENSIONAL

INFORMATION IS REQUIRED & NOT FOUND, NOTIFY

CONSTRUCTION INSPECTOR IMMEDIATELY FOR

CLARIFICATION.

3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES,

FACE OF FINISHED WALLS, OR SURFACES, UNLESS

NOTED OTHERWISE.

4. REFER TO OTHER DISCIPLINE DRAWINGS FOR ITEMS

NOT SHOWN.

5. EXISTING SAFETY TIE OFF ANCHORAGES, TO BE USED

FOR ATTACHMENT OF PERSONAL FALL ARREST

EQUIPMENT, SHALL BE RE-CERTIFIED BY A QUALIFIED

PERSON FOR FALL PROTECTION IN ACCORDANCE

WITH ANSI Z359.1.

SEAL HOLES AND PENETRATIONS WITH NEW METAL

SIDING PATCH AND/OR SEALANT. ASSUME 30

PENETRATIONS TO BE REPAIRED WITH METAL PATCH.

ANY HOLE IN THE EXISTING METAL SIDING LARGER THAN

1/4" IN DIAMETER IS TO USE A 24 GAUGE SHEET METAL

PATCH THAT IS AT LEAST 6 INCHES SQUARE OR

PROVIDES AT LEAST 3 INCHES OF COVERAGE AROUND

THE HOLE - WHICHEVER IS LARGER. SHEET METAL

PATCH IS TO BE ADDED IN A CONTINUOUS SILICONE

SEALANT BEAD AROUND THE EXISTING OPENING IN THE

METAL PANEL. SECURE SHEET METAL PATCH PANEL

WITH AT LEAST EIGHT (8) APPROPRIATELY SIZED SFS

INTEC ZAC IMPAX FASTENERS (FOR A MINIMUM 6" X 6"

SHEET METAL PATCH PANEL). PROVIDE SHEET METAL

PATCH PANEL IN BRONZE COLOR TO APPROXIMATE

EXISTING FINISH COLOR. SEALANT COLOR TO MATCH

EXISTING BRONZE-COLORED FINISH.

NEW DOOR THRESHOLD AND WEATHER SEAL KIT AT

EXISTING HOLLOW METAL DOORS. BASIS OF DESIGN:

PEMKO 177 SADDLE TYPE THRESHOLD WITH SEAL AND

PEMKO CLOSED CELL SPONGE NEOPRENE TAPE

WEATHERSTRIPPING.

ELECTRICAL CONDUIT. SEAL PENETRATIONS IN METAL

WALL PANELS.

NEW UPSIZED ZINC ALLOY TYPE METAL WALL

FASTENERS. BASIS-OF-DESIGN FASTENER: SFS INTEC

ZAC IMPAX FASTENERS.

NEW WORK KEY NOTES:

46'-10"

'-1

A-101

ARCHITECTURAL FLOOR PLAN

SCALE: 1/8" = 1'-0"

A-101

SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

A-101

NORTH ELEVATION

SCALE: 1/8" = 1'-0"

A-101

WEST ELEVATION

SCALE: 1/8" = 1'-0"

A-101

EAST ELEVATION

SCALE: 1/8" = 1'-0"

A-101

REMOVE EXISTNG THRESHOLDS AND WEATHER

SEALS FROM PERSONNEL DOORS

REMOVE ALL EXTERIOR METAL WALL PANEL

FASTENERS.

REMOVE ALL EXISTING SEALANT AT WALL PANELS,

FLASHING PENETRATIONS AND ASSEMBLY

INTERFACES.

REMOVE EXISTING ANTENNA AND SAVE FOR

RE-INSTALLATION. COORDINATE WITH GOVERNMENT

FOR REINSTALLATION.

DEMO KEY NOTES:

IMAGE

SCALE: 1/8" = 1'-0"

A-101

IMAGE

SCALE: 1/8" = 1'-0"

A-101

IMAGE

SCALE: 1/8" = 1'-0"

A-101

AutoCAD SHX Text

RUBARRON

Stamp

GENERAL

G1. SCOPE

THE NOTES ON THIS SHEET AND THE STANDARD STRUCTURAL DETAILS ARE GENERAL AND APPLY

TO THE ENTIRE PROJECT WHETHER SPECIFICALLY CALLED OUT OR NOT, EXCEPT WHERE THERE

ARE SPECIFIC INDICATIONS TO THE CONTRARY ON STRUCTURAL SHEETS. IF THERE ARE

QUESTIONS, THEY SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND ANSWERED IN

WRITING PRIOR TO CONSTRUCTION.

G2. APPLICABLE SPECIFICATIONS AND CODES

A. UFC 1-200-01 WITH CHANGE 4, DATED 17 DECEMBER 2024

B. UFC 3-301-01 WITH CHANGE 4, DATED 3 JUNE 2025

C. INTERNATIONAL BUILDING CODE, IBC 2024 WITH APPLICABLE EDITIONS OF THE CODE

REFERENCED STANDARDS.

D. TINKER AIR FORCE BASE FACILITY STANDARDS

E. ACI 318-19

F. ASCE 7-22

G. INTERNATIONAL EXISTING BUILDING CODE, IEBC 2024

G3. EXISTING DRAWINGS

THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING

CONSTRUCTION AS REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED

CHANGES FOR APPROVAL. THE PLANS AND DETAILS FOR THE EXISTING STRUCTURES

PRESENTED IN THE DRAWINGS ARE FOR REFERENCE ONLY BASED ON THE FOLLOWING

AS-BUILT DRAWINGS:

1. NEW MANUFACTURING PLANT FOR OKLAHOMA INDUSTRIES AUTHORITY TENANCY BY GM

ASSEMBLY DIVISION DATED NOVEMBER 1977.

G4. DESIGN CRITERIA

1. APPLIES TO ALL STRUCTURES (UNO)

A. DEAD LOAD:

1. ACTUAL TRIBUTARY STRUCTURE WEIGHT

2. ELECTRICAL EQUIPMENT SELF-WEIGHT

B. LIVE LOAD:

1. VAULT: 100 PSF

2. ROOF: 20 PSF (NON-REDUCIBLE)

C. WIND:

1. RISK CATEGORY: III

2. ULTIMATE WIND SPEED; VULT: 115 MPH

3. ALLOWABLE STRESS WIND SPEED; VASD: 89 MPH

4. EXPOSURE: C

5. DESIGN WIND PRESSURE: 28 PSF

6. TORNADO WIND SPEED (VT) = 80 MPH

7. TORNADO WIND PRESSURE = 16 PSF

D. SEISMIC:

1. RISK CATEGORY: III

2. IMPORTANCE FACTOR: 1.25

3. SPECTRAL RESPONSE ACCELERATION, SS = 0.32g

4. SPECTRAL RESPONSE ACCELERATION, S1 = 0.08g

5. SITE CLASS: D

6. SEISMIC DESIGN CATEGORY: B

7. SPECTRAL RESPONSE ACCELERATION, SDS = 0.23g

8. SPECTRAL RESPONSE ACCELERATION, SD1 = 0.11g

9. BASIC SEISMIC FORCE RESISTING SYSTEM: SYSTEMS NOT SPECIFICALLY

DETAILED FOR SEISMIC RESISTANCE

10. ANALYSIS PROCEDURE: ASCE CHAPTER 13 - NON-STRUCTURAL

COMPONENTS

11. SEISMIC DESIGN FORCE (MAX): 1.6*SDS*IP*WEIGHT

12. BUILDING RESPONSE MODIFICATION FACTOR, Rp= 3.5

13. COMPONENT IMPORTANCE FACTOR, Ip = 1.0

14. STRUCTURE DUCTILITY REDUCTION FACTOR (Ru): 1.3

15. COMPONENT RESONANCE DUCTILITY FACTOR (CAR): 1.0

16. COMPONENT STRENGTH FACTOR (Rpo): 1.5

E. SNOW LOAD:

1. GROUND SNOW LOAD; P/g: 20 PSF

2. FROST DEPTH: 18 INCHES

F. ICE LOADS:

1. ICE THICKNESS: 1.74 INCHES

2. ICE THICKNESS HEIGHT FACTOR: 1.002

3. DESIGN ICE THICKNESS: 1.74 INCHES

4. DESIGN WEIGHT OF ICE: 8.14 PSF

G. ROOF RAIN LOAD:

1. 15-MINUTE PRECIPITATION INTENSITY: 8.66 IN/HR

2. 60-MINUTE PRECIPITATION INTENSITY: 4.41 IN/HR

G5. SAFETY

SAFETY AND STRUCTURE STABILITY DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LIVE LOADS ONLY

AS A COMPLETED STRUCTURE.

G6. OPENINGS

OPENINGS FOR PIPES, DUCTS, CONDUITS, ETC. ARE NOT ALL SHOWN ON THE STRUCTURAL

DRAWINGS. COORDINATE AND PROVIDE OPENINGS AS REQUIRED TO ACCOMMODATE ALL WORK

SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND OTHERWISE REQUIRED FOR THE

FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT. REINFORCE AROUND OPENINGS PER

STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE SHOWN.

G7. SPECIAL INSPECTIONS

THE CONTRACTOR MUST EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS

DURING CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER SECTION 1705 OF THE IBC

REQUIRING VERIFICATION AND INSPECTION. THESE INSPECTIONS ARE IN ADDITION TO THE

INSPECTIONS DEFINED IN SECTION 110. THE INSPECTING AGENCY MUST PROVIDE REPORTS OF THE

SPECIAL INSPECTIONS DIRECTLY TO THE CONTRACTING OFFICER.

G8. STANDARD DETAILS

THE STANDARD DETAILS DEPICT TYPICAL DETAILING TO BE USED ON THIS PROJECT. IF CONDITIONS ARE NOT EXPLICITLY SHOWN ON THE DRAWINGS THEY SHALL BE MADE SIMILAR TO THE STANDARD

DETAILS. OBTAIN APPROVAL OF ENGINEER IN WRITING FOR SIMILAR CONDITIONS PRIOR TO

CONSTRUCTION.

G9. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING

CONSTRUCTION AS REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED CHANGES

FOR APPROVAL.

G10. CONTRACTOR TO SUBMIT FOR REVIEW ALL EQUIPMENT SIZES, OPERATING WEIGHTS, VIBRATION

FORCES, SUPPORT LOCATIONS, ALONG WITH ANY FLOOR OPENINGS, NOTCHES, AND RECESSES

REQUIRED BY SUCH EQUIPMENT. CONCRETE SUPPORT PADS AND/OR FRAMING REQUIRED TO

SUPPORT SAID EQUIPMENT SHALL NOT BE FABRICATED AND PLACED UNTIL THE CONCRETE

SUPPORT PADS AND/OR FRAMING IS APPROVED TO SUPPORT THE EQUIPMENT.

GENERAL STRUCTURAL NOTES (GSN)

DEFERRED SUBMITTALS:

1. DEFINITION:

DELEGATE DESIGN SUBMITTALS ARE ITEMS FOR WHICH THE FINAL DESIGN OF A SPECIFIC

ELEMENT OF THE PERMANENT CONSTRUCTION WORK EXPRESSLY DELEGATED TO A

PROPERLY LICENSED AND REGISTERED DESIGN PROFESSIONAL LICENSED IN THE STATE OF

OKLAHOMA RETAINED OR EMPLOYED BY THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER OF

ANY TIER. "DELEGATED DESIGN" APPLIES ONLY TO PERMANENT WORK THAT WILL BE PART OF

THE COMPLETED PROJECT AS A FUNCTIONING WHOLE.

2. DELEGATED DESIGN LIST:

THE FOLLOWING IS A LIST OF DELEGATED SUBMITTALS THAT ARE EXPECTED TO CONTAIN

STAMPED STRUCTURAL CALCULATIONS OF SAFETY-RELATED SYSTEM INFORMATION FOR

REVIEW. THESE SUBMITTALS APPLY TO DELEGATED DESIGN SYSTEMS PRIOR TO INSTALLATION

OF THE INDICATED STRUCTURAL ELEMENT, EQUIPMENT, DISTRIBUTION SYSTEM, COMPONENT

OR ITS ANCHORAGE. THE CONTRACTOR SHALL SUBMIT THE REQUIRED ENGINEER

CERTIFICATION, SUPPORTING DATA, AND DRAWINGS FOR REVIEW AND ACCEPTANCE BY THE

CONTRACTING OFFICER.

DEFERRED SUBMITTALS

SPEC SECTIONS ITEM

STEEL

S1. DESIGN STRENGTHS:

ALL OTHER PLATES AND SHAPES: Fy=36 KSI

S2. DIMENSIONS:

TO CENTERLINES OF COLUMNS AND BEAMS, TOP SURFACES OF BEAMS AND TUBES AND

BACKS OF CHANNELS AND ANGLES UNO.

S3. ELEVATIONS:

TOP OF STEEL REFERS TO TOP SURFACE OF MEMBER OR FLANGE UNO.

S4. WHEN FILLET WELD SIZE IS NOT INDICATED, PROVIDE MAXIMUM WELD SIZE BASED ON

MATERIAL THICKNESS IN ACCORDANCE WITH AISC SPECIFICATIONS.

S5. ALL BOLTED STRUCTURAL CONNECTIONS ARE BEARING TYPE CONNECTIONS UNLESS

OTHERWISE SPECIFIED TO BE SLIP-CRITICAL. PROVIDE LOAD INDICATING WASHERS AT

SLIP-CRITICAL CONNECTIONS.

S6. CONFORM TO AISC 360, STEEL CONSTRUCTION MANUAL AND AISC 341, SEISMIC DESIGN

MANUAL.

VARIOUS

ANY EQUIPMENT OR COMPONENT IN WHICH A

TECHNICAL SPECIFICATION REQUIRES SUBMITTAL

OF EQUIPMENT OR ANCHORAGE SYSTEM

CALCULATIONS

MODIFICATIONS TO EXISTING CONCRETE:

EC1. DRILLED HOLE FOR DOWEL SHALL BE THOROUGHLY CLEANED BY WIRE BRUSHING AND

AIR PRESSURE OR VACUUM TO REMOVE ALL DRILLING DUST. THE HOLE SHALL THEN BE

PARTIALLY FILLED WITH EPOXY AND THE UNCOATED BAR INSERTED, TWISTED AND LEFT IN

PLACE.

EC2. AT LOCATIONS WHERE NEW PENETRATIONS FOR CONDUITS ARE REQUIRED

CONTRACTOR SHALL NON-DESTRUCTIVELY LOCATED EXISTING REINFORCING PRIOR TO

DRILLING HOLES. LOCATE CONDUITS TO NOT DAMAGE REINFORCING.

EC3. NEW OPENINGS IN EXISTING CONCRETE SHALL BE CUT 1 INCH OVERSIZE, COATED WITH

EPOXY BONDING COMPOUND, AND MORTAR FINISHED TO THE REQUIRED FINISH SIZE.

EC4. STRUCTURAL DIMENSIONS RELATED TO OR CONTROLLED BY EXISTING STRUCTURES SHALL

BE VERIFIED IN FIELD BY THE CONTRACTOR PRIOR TO CONCRETE WORK.

POST INSTALLED ANCHORS

P1. POST-INSTALLED ANCHORS SHALL INCLUDE ADHESIVE ANCHORS (THREADED RODS, BOLTS OR

REINFORCING BARS), EXPANSION ANCHORS, AND UNDERCUT ANCHORS INSTALLED INTO

HARDENED CONCRETE.

P2. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE INDICATED ON THE DRAWINGS.

CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER PRIOR TO USING POST-INSTALLED

ANCHORS FROM MISSING OR MISPLACED CAST-IN-PLACE ANCHORS.

P3. CARE SHOULD BE TAKEN TO AVOID CONFLICTS WITH EXISTING REINFORCING STEEL AND OTHER

EMBEDDED ITEMS WHEN DRILLING HOLES. REINFORCING BARS SHALL NOT BE DAMAGED DURING

DRILLING OR ANCHOR INSTALLATION. HOLES SHALL BE DRILLED AND CLEANED PER THE PRODUCT

MANUFACTURER'S INSTRUCTIONS. ANCHORS SHALL BE INSTALLED PER THE PRODUCT

MANUFACTURER'S INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCES AND/OR SPACING

INDICATED IN THE MANUFACTURER'S LITERATURE.

P4. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE INDICATED ON THE DRAWINGS

SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL. CURRENT PRODUCT ICC-ESR

EVALUATION REPORTS SHALL BE INCLUDED WITH THE SUBMITTAL PACKAGE. IF METHODS AND

PROCEDURES REQUIRED BY THE BUILDING CODE MAY BE REQUIRED AS PART OF THE SUBMITTAL

PACKAGE.

P5. UNLESS NOTES OTHERWISE, THE MINIMUM EMBEDMENT PROVIDED FOR ADHESIVE ANCHORED

REINFORCING BARS SHALL DEVELOP THE FULL TENSILE STRENGTH OF THE BARS.

P6. SPECIAL INSPECTION WILL BE PROVIDED FOR ALL POST-INSTALLED ANCHORS AS INDICATED IN

SPECIAL INSPECTION REQUIREMENTS PER SPECIFICATION SECTION 05 05 20.

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

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S-001

C M

N KT

12/10/2025

45'-0" (*)

'-0

7'-6" (*)

(TYP)

'-0

2' -0

" 2' -0

2'-5" (*)

6' -6

2'-5" (*)

6' -6

2'-5" (*)

6' -6

4'-3" (*)

2' -1

2' -0

DETAIL

SCALE: 3/4" = 1'-0"

S-101

1/4TYP 1/4

MAXIMUM EXISTING OPENING

SIZE PER PLAN

L3x3x5/16" x CONT, TYP

5/16" THICK GALV CHECKER PLATE

W/ HILTI X-FCP DISK ATTACHED W/

X-ST-GR M85 P8 OR EQ @ 8"OC

AROUND PERIMETER

EXISTING STL CLOSURE

PLATE AROUND THE

PERIMETER OF OPENING

NOTE:

1. IF STEEL CLOSURE PLATE IS NOT PRESENT, PROVIDE 5/8"

HILTI KWIK HUS EZ ANCHORS IN VERTICAL LEG OF ANGLE

OR EQUAL WITH 5 1/2" EMBED SPACED AT 10" OC AND 3"

MAX FROM ENDS.

2. REFERENCE ELECTRICAL DEMO PLANS FOR LOCATIONS

OF EXISTING BUSDUCT TERMINATIONS TO BE PATCHED.

1/4 3-12 TYP

EXIST STL BEAM

SEE PLAN, TYP

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

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S-101

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GENERAL NOTES:

1. SEE STANDARD DRAWINGS FOR GENERAL STRUCTURAL NOTES AND

STANDARD DETAILS.

2. (*) INDICATES EXISTING DIMENSION TO BE FIELD VERIFIED BY

CONTRACTOR.

3. EXISTING BUILDING INFORMATION IS AS INDICATED ON THE AS-BUILT

DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

OF ANY DISCREPANCIES.

4. CONTRACTOR SHALL REVIEW AS-BUILT DRAWING NEW MANUFACTURING

PLANT FOR OKLAHOMA INDUSTRIES AUTHORITY TENANCY BY GM

ASSEMBLY DIVISION DATED NOVEMBER 1977.

5. O - INDICATES EXISTING FLOOR OPENING.

G W x4

EXISTING HOIST IS NOT IN CONTRACT. CONTRACTOR SHALL NOT USE THE

EXISTING HOIST FOR THE REMOVAL OR INSTALLATION OF THE NEW

EQUIPMENT IN THE VAULT.

EXISTING FLOOR OPENING TO BE COVERED. SEE DETAIL 2 ON THIS SHEET.

EXISTING CONCRETE ON METAL DECK ROOF SYSTEM.

KEY NOTES:

G W x5

G W x4

EXISTING TRUSS T-20

G W x2

G W

G T

R U

-2 1A

EXISTING W12x27

EXISTING TRUSS T-19

EXISTING W8x24

ABOVE

EXISTING TRUSS T-20

EXISTING TRUSS T-19A

EXISTING

W8x24 ABOVE

EXISTING W4x78

COLUMN ABOVE;

W14x119 BELOW

EXISTING W8x24

COLUMN ABOVE

EXISTING W14x78

COLUMN ABOVE;

W14x119 BELOW

EXISTING

W8x24

ABOVE

EXISTING W14x78

COLUMN ABOVE;

W14x119 BELOW

EXISTING W4x78

COLUMN ABOVE;

W14x119 BELOW

EXISTING TRUSS T-7

G T

R U

-2 1A

EXISTING FLOOR

OPENING (TYP)O

0 2' 4' 8'

SCALE: 1/4"=1'-0" (IN FEET)

EXISTING

W12 (TYP)

STRUCTURAL FLOOR FRAMING PLAN - NEW WORK

SCALE: 1/4" = 1'-0"

S-101

AIR FORCE MATERIEL COMMAND

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E-001

ELECTRICAL LEGEND, SYMBOLS AND ABBREVIATIONS

SYMBOL NOTES

1. THESE SYMBOLS APPLY TO THE ENTIRE SET OF CONTRACT DRAWINGS.

2. ALL SYMBOLS ARE NOT NECESSARILY USED IN THE DRAWINGS FOR THIS PROJECT. LISTING OF

SYMBOLS DOES NOT IMPLY THAT ALL SYMBOLS ARE USED IN THE CONTRACT DRAWINGS.

3. COLORS FOR ALL OUTLETS AND SWITCHES SHALL BE AS SHOWN ON ARCHITECTURAL PLANS.

4. ALL MOUNTING HEIGHTS SHOWN IN SYMBOL LEGEND SHALL BE AS PER TAS/ADA

REQUIREMENTS UNLESS OTHERWISE NOTED ON THE ARCHITECTURAL DRAWINGS.

5. BRANCH CIRCUIT NUMBERS MAY BE SHOWN NEXT TO SYMBOLS IN MULTIWIRE CIRCUITS.

6. EQUIPMENT IDENTIFIERS, MATCHING EQUIPMENT SCHEDULES, ARE DISPLAYED ATTACHED TO

SYMBOLS BY LEADER ARROWS, UON.

7. SYMBOL ORIENTATION DOES NOT IMPLY DEVICE OR EQUIPMENT ORIENTATION, UNLESS NOTED AS SUCH. SEE REFLECTED CEILING PLANS FOR LIGHT FIXTURE POSITIONS AND ORIENTATIONS.

8. SYMBOL SIZE DOES NOT IMPLY EQUIPMENT SIZE, UON.

9. LOWER CASE LETTER IN POSITION "X" INDICATES FIXTURES CONTROLLED BY SAME LETTER.

10. PLAN SYMBOLS USE THE FOLLOWING LINE TYPE CONVENTION AND ARE REPRESENTED AS

FOLLOWS:

LINETYPE, DENOTES EXISTING TO REMAIN

LINETYPE, DENOTES EXISTING TO BE DEMOLISHED

LINETYPE, DENOTES NEW U.G. OR CONCEALED CONSTRUCTION

LINETYPE, DENOTES NEW CONSTRUCTION

A AMPERES OR TRIP

AMPERES

AC ALTERNATING CURRENT

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AIC SYMMETRICAL AMPS

INTERRUPTING CAPACITY

AWG AMERICAN WIRE GAUGE

A/R AS REQUIRED

ARR. ARRESTOR

BLDG BUILDING

BRKT BRACKET

C CONDUIT

CB CIRCUIT BREAKER

CKT CIRCUIT

CL CURRENT LIMITING

CO CONDUIT ONLY

CTL CONTROL

DC DIRECT CURRENT

D.T.C. DATA TERMINAL CABINET

EMCS ENERGY MONITORING AND

CONTROL SYSTEM

FACP FIRE ALARM CONTROL

PANEL

FT FOOT, FEET

GFCI GROUND FAULT CIRCUIT

INTERRUPTER, 5MA

PERSONNEL PROTECTION

UNLESS OTHERWISE NOTED.

GRD GROUND

HZ HERTZ

IAW IN ACCORDANCE WITH

IG ISOLATED GROUND

IN INCH, INCHES

IR INFRARED

KV KILOVOLTS

KVA KILOVOLT AMPERES

KVAR KILOVOLT AMPS REACTIVE

KWH KILOWATT HOURS

L-L LINE TO LINE

L-N LINE TO NEUTRAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MTD MOUNTED

MTG MOUNTING

N.C. NORMALLY CLOSED

NEC NATIONAL ELECTRICAL

CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS

ASSOCIATION

NEUT NEUTRAL

N.O. NORMALLY OPEN

NLT NOT LESS THAN

NMT NOT MORE THAN

OH OVERHEAD

PAS PUBLIC ADDRESS SYSTEM

PE PHOTOELECTRIC

PH PHASE

PLCS PLACES

PNL PANELBOARD

PVC POLYVINYL CHLORIDE

ELECTRICAL RACEWAY

USED ONLY U.G., CARLON

OR EQUIVALENT

RC RIGID STEEL CONDUIT

REF REFERENCE

REQ'D REQUIRED

RGC RIGID GALVANIZED STEEL

CONDUIT

RM ROOM

RMC RIGID METALIC CONDUIT

SHT SHEET

SOB STANDOFF BRACKET

SPACE SPACE(S) ONLY (NO

BREAKER DEVICE)

SPARE SPARE BREAKER OR

DEVICE

SPDT SINGLE-POLE,

DOUBLE-THROW

SPECS CONTRACT SPECIFICATIONS

SPST SINGLE-POLE,

SINGLE-THROW

S/N SOLID NEUTRAL

TB TELEPHONE BACKBOARD

TYP TYPICAL

UG UNDERGROUND

UL LISTED BY UNDERWRITER'S

LABORATORIES

UON UNLESS OTHERWISE NOTED

V VOLTS

VA VOLT AMPERES

W WATT

WAP WIRELESS ACCESS POINT

WH WEATHERHEAD

W/ WITH

Ø PHASE

2W+G CIRCUIT TYPE

3W+G CIRCUIT TYPE

4W+G CIRCUIT TYPE

ABBREVIATIONS

POWER SYMBOLS LEGEND

DESCRIPTIONSYMBOL

RECEPTACLE, DUPLEX, 20A, 120V, GROUNDING 2W+G, NEMA

5-20R

RECEPTACLE, DUPLEX, FLOOR MOUNTED, FLUSH, 20A, 120V,

GROUNDING 2W+G NEMA 5-20R.

RECEPTACLE, DUPLEX, CEILING MOUNTED, 20A, 120V,

GROUNDING 2W+G, NEMA 5-20R

RECEPTACLE, QUADRAPLEX

RECEPTACLE/EQUIPMENT CONNECTION, SPECIAL PURPOSE

RECEPTACLE, CLOCK

JUNCTION BOX, ABOVE CEILING

JUNCTION BOX, WALL MOUNTED, SERVING COMPUTER LOAD.

RECEPTACLE, DUPLEX, SERVING COMPUTER LOAD. 20A, 120V,

GROUNDING 2W+G RECEPTACLE, NEMA 5-20R

SWITCH, TOGGLE, WALL MOUNTED, 20A., 120/277V RATED (AC

ONLY), SINGLE-POLE, MOUNT 54" AFF

SWITCH, TOGGLE, WALL MOUNTED, 20A., 120/277V RATED (AC

ONLY), THREE-WAY, SPDT. MOUNT 54" AFF

SWITCH, TOGGLE, WALL MOUNTED, 20A., 120/277V RATED (AC

ONLY), FOUR-WAY, SPDT. MOUNT 54" AFF

SWITCH, DIMMER, 120V, 1500 WATT. MOUNT 54" AFF

BRANCH CIRCUIT HOME RUN WITH NEUTRAL, PHASE AND

EQUIPMENT GROUND RESPECTIVELY

RACEWAY, ABOVE FLOOR

COMBINATION STARTER/DISCONNECT WITH HOA

SWITCH-COORDINATE WITH MECH. CONTRACTOR.

SWITCH, DISCONNECT

PANELBOARD, SURFACE MOUNTED

PANELBOARD, RECESSED

DESCRIPTIONSYMBOL

TRANSFORMER, POWER, KVA RATING, WINDING VOLTAGES AND

CONNECTIONS ARE SHOWN NEXT TO SYMBOL

ONE-LINE & CONTROL SCHEMATIC LEGEND

TRANSFORMER, CURRENT, TURNS RATIO, SHOWN NEXT TO

SYMBOL

GROUNDING CONNECTION. WHEN USED WITH TRANSFORMER

WINDING SYMBOL IT INDICATES A NEUTRAL GROUNDING

CONNECTION (ON SECONDARY SIDE ONLY)

GROUNDED WYE WINDING CONNECTION

DELTA CONNECTED

RELAY OR CONTACTOR CONTACTS

SEPARABLE (PLUG-IN) CONNECTOR OR CONNECTION FOR

DRAWOUT ASSEMBLIES

SCHEMATIC, CIRCUIT CONNECTIONS

CIRCUIT BREAKER, MOLDED CASE, TRIP CURRENT [A] AND

QUANTITY OF POLES [P] SHOWN NEXT TO SYMBOL

SWITCH, DISCONNECT, NON-FUSED, LOAD BREAK. CONTINUOUS

CURRENT RATING [A] AND QUANTITY OF POLES [P] SHOWN NEXT

TO SYMBOL

SWITCH, DISCONNECT, FUSED, LOAD BREAK. FUSE AMPERE

RATING [A] AND FUSE TYPE SHOWN NEXT TO SYMBOL

FUSE, AMPERE RATING [A] AND FUSE TYPE SHOWN NEXT TO

SYMBOL

MOTOR THERMAL OVERLOAD PROTECTOR

INTEGRAL PHOTOELECTRIC CELL AND RELAY (PHOTOCONTROL)

WATTHOUR METER

KIRK KEY

SURGE ARRESTER, VALVE TYPE ARRESTER KV RATING SHOWN

NEXT TO SYMBOL

EQUIPMENT ENCLOSURE

SYMBOL MODIFIERS

DESCRIPTIONSYMBOL

AUDIBLE AND VISUALAV

EXISTINGE

FIXED TEMPERATUREF

GROUND FAULT CIRCUIT INTERRUPTERGFI

NEWN

ITEM OR DEVICE RECESSED INTO MOUNTING SURFACER

RADIO FREQUENCYRF

WEATHERPROOFWP

DEVICE MOUNTED ABOVE COUNTER TOPAC

RECEPTACLE SERVING COMPUTER LOAD.C

GROUNDING LEGEND

DESCRIPTIONSYMBOL

CONDUCTOR, BARE, UON

GROUNDING CONNECTION, COUNTERPOISE TO GROUND ROD.

SCHEMATIC CIRCUIT

ELECTRICAL BUSS

CABLE OR WIRE

WYE CONNECTEDY

LIGHTING SYMBOLS LEGEND

RACEWAY, RISER UP

RACEWAY, RISER DOWN

THERMOSTAT BY MECHANICAL CONTRACTORT

POWER SYMBOLS LEGEND (CONTINUED)

DESCRIPTIONSYMBOL

RECEPTACLE, DUPLEX, SPECIAL PURPOSE

TELEPHONE RECEPTACLE, WALL MOUNTED

BELL

SPEAKER, CEILING MOUNTED

MICROPHONE, CEILING MOUNTED

SPEAKER CONTROL

SOUND CABINET

AUDIO/VISUAL PROJECTOR

CEILING FAN

CABLE TV OUTLET

MOTOR

SWITCH, MOTOR

HORIZONTAL WIREMOLD

240 VOLT 20 AMP RECEPTACLE

SWITCH, TOGGLE, WALL MOUNTED, 20A., 120/277V RATED (AC

ONLY), DOUBLE-POLE, MOUNT 54" AFF

DESCRIPTIONSYMBOL

LED, PENDANT, CEILING MOUNTED

LED, WALL MOUNTED

LED PENDANT WITH INTEGRAL EMERGENCY BATTERY

CFL/HID/LED FIXTURE, RECESSED CEILING MOUNTED

CFL/HID/LED FIXTURE, WALL MOUNTED

EXIT SIGN, LIGHTED, SURFACE OR PENDANT, CEILING MOUNTED

W/LIGHTED FACE AND DIRECTIONAL ARROW.

EXIT SIGN, LIGHTED, WALL MOUNTED.

EMERGENCY LIGHT, 2 LAMPS, BATTERY POWERED

BRANCH CIRCUIT HOME RUN

CFL/HID/LED FIXTURE, SURFACE OR PENDANT

TRANSFORMER, DRY TYPE

NIGHT LIGHTNL

DATA RECEPTACLE, WALL MOUNTED

TELEPHONE/DATA RECEPTACLE, WALL MOUNTED

SURGE PROTECTION DEVICE

DIGITAL POWER METER

VARIABLE FREQUENCY DRIVER

C J

SDM

VFD

3P 1200A

SPD

DPM

LIGHTING SWITCHLEG

SITE UTILITIES LEGEND

DESCRIPTIONSYMBOL

DUCT BANK, OVERHEAD PRIMARY

DUCT BANK, OVERHEAD SECONDARY

CFL/HID/LED FIXTURE, AREA LIGHT POLE

MANHOLE, ELECTRIC

HANDHOLE, ELECTRIC

POWER POLE, ELECTRIC

CCTV SECURITY CAMERA

DUCT BANK, UNDERGROUND PRIMARY

DUCT BANK, UNDERGROUND SECONDARY

SWITCH, OCCUPANCY SENSOR, 120V, 1500 WATT.

MOUNT 54" AFFSOS

VERTICAL WIREMOLD

ISOLATED GROUND RECEPTACLE, DUPLEX, ORANGE TYPE. 20A,

120V, GROUNDING 2W+2G RECEPTACLE, NEMA 5-20R

GENERAL NOTES:

(APPLICABLE TO ALL ELECTRICAL SHEETS)

1. ALL WORKS SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH

TINKER AFB ELECTRICAL STANDARDS (JAN 2019)

2. EQUIPMENT INTERRUPTING CAPACITIES SPECIFIED IN THE CONTRACT

DOCUMENTS ARE BASED UPON EQUIPMENT CHARACTERISTICS AND

IMPEDANCES SHOWN ON THE DRAWINGS. IF ACTUAL INSTALLED EQUIPMENT

DEVIATES FROM THESE CHARACTERISTICS OR HAS LOWER IMPEDANCES. THE

CONTRACTOR SHALL INCREASE THE INTERRUPTING CAPACITIES OF ALL ITEMS

ON THE LOAD SIDE OF THE DEVIANT EQUIPMENT IN DIRECT PROPORTION TO

THE CHANGED CHARACTERISTICS. INTERRUPTING CAPACITIES SHALL NOT BE

REDUCED TO VALUES LESS THAN THOSE REQUIRED BY THE CONTRACT

DOCUMENTS.

3. FIRE STOP SHALL BE PROVIDED AT ALL LOCATIONS WHERE ELECTRICAL

EQUIPMENT OR SYSTEMS PENETRATE FIRE RATED WALLS. SEE

ARCHITECTURAL PLANS FOR RATED WALL LOCATIONS.

4. CONTROL WIRING P&ID'S FOR MECHANICAL EQUIPMENT ARE NOT SHOWN ON

THESE SHEETS.

5. RISER AND ONE-LINE DIAGRAMS ARE MEANT TO SHOW ELECTRICAL

RELATIONSHIPS FOR EQUIPMENT, AND THEREFORE MAY NOT INCLUDE ALL

REQUIRED EQUIPMENT DEVICES, AND ACCESSORIES.

OCCUPANCY SENSOR, CEILING MOUNTED.

MANUAL ON/INTEGRAL MANUAL DIMMING

TRANSFORMER

VAULT

AIR FORCE MATERIEL COMMAND

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ED101

ELECTRICAL PLAN - DEMOLITION

SCALE: 1/4" = 1'-0"

ED101

GENERAL NOTES:

1. THIS DRAWING WAS PREPARED FROM EXISTING AS-BUILTS AND LIMITED

ACCESS FOR FIELD OBSERVATIONS AND VERIFICATIONS. CONTRACTOR SHALL

FIELD VERIFY EXISTING CONDITIONS AND UPDATE AS-BUILT DRAWINGS FOR

RECORD.

2. REFER TO ONE-LINE DIAGRAM ON SHEET ED601 FOR ADDITIONAL INFORMATION.

3. ALL DEMO WORK SHALL BE PLANNED IN PHASES TO MINIMIZE IMPACT TO

PRODUCTION. COORDINATE ALL WORK WITH THE FACILITY USER GROUP.

EXISTING

TRANSFORMER '6A'

TO REMAIN

(N.I.C.)

EXISTING PRIMARY

FEEDER/SWITCHES

'6E' TO REMOVE

EXISTING

SWITCHGEAR '6C'

REMOVE SWITCHGEAR '6C' AND '6D' INCLUDING 2000KVA STEP-DOWN

TRANSFORMERS, PRIMARY LOAD BREAK SWITCHES, MAIN/TIE/DISTRIBUTION

SECTIONS, AND TIE BUSWAY. RETAIN PRIMARY 13.8KV CIRCUITS AND

SECONDARY 480V BUSDUCTS FOR RECONNECTION IN NEW WORK.

EXISTING HOIST IS NOT IN CONTRACT. CONTRACTOR SHALL NOT USE THE

EXISTING HOIST FOR THE REMOVAL OR INSTALLATION OF THE NEW

EQUIPMENT IN THE VAULT.

DISCONNECT EXISTING EMCS TRANSMITTERS AND ANTENNAS. REMOVE

EXISTING CONDUIT/CONDUCTORS.

DISCONNECT EXISTING GROUND BUS FROM SWITCHGEAR TO BE REMOVED.

RETAIN FOR RECONNECTION TO NEW SWITCHGEAR.

DISCONNECT AND REMOVE A PORTION OF EXISTING BUSDUCT CONNECTING

TO EXISTING SWITCHGEAR AS INDICATED. REFER TO DEMOLITION ONE-LINE

DIAGRAM FOR ADDITIONAL INFORMATION.

DISCONNECT AND REMOVE ALL INTERIOR LIGHT FIXTURES AND CONTROLS.

REMOVE CONDUCTORS AND CONDUITS BACK TO SWITCH JUNCTION BOXES.

EXISTING HOMERUN CIRCUITS TO REMAIN AND BE REUSED FOR NEW WORK.

REMOVE ABANDONED BUSWAY THROUGH FLOOR SLAB AND PROVIDE AN

ENDCAP TO MAKE SAFE IN THE CEILING BELOW.

KEY NOTES:

EXISTING

TIE BUSWAY

(ABOVE)

EXISTING

SWITCHGEAR '6D'

2 EXISTING HOIST

(N.I.C.)

TRANSFORMER

VAULT 6

EXISTING 1"

GROUND BUS 4

(TYP.)

EXISTING

TRANSFORMER '6E'

TO REMAIN

(N.I.C.)

EXISTING PRIMARY

FEEDER/SWITCHES

'6A' TO REMOVE

(TYP.)

EXISTING BUSDUCT

BELOW (TYP.)

EXISTING

HATCH

EXISTING

HATCH

EXISTING

HATCH

EXISTING

BUSDUCT '6D3'

EXISTING

BUSDUCT '6D1'

EXISTING

BUSDUCT '6D2'

EXISTING

BUSDUCT '6C2'

EXISTING

BUSDUCT '6C3'

(TYP.)

EXISTING

EM-LP-T-6

EXISTING

LP-TR-6

XFMR 6C

UID #9001-

XFMR-1325

SECONDARY SWITCHGEAR 6C

UID #9001-SWG-1326A

XFMR 6D

UID #9001-

XFMR-1327

SECONDARY SWITCHGEAR 6D

UID #9001-SWG-1328

6D-1 1600A

6D-2 1600A

EXISTING 1600A PLUG-IN

BUSWAY '6D1', 3-PH, 3-W

6C-3 1600A

6C-2 1600A

6C-1

SPACE

EXISTING 1600A PLUG-IN

BUSWAY '6C3', 3-PH, 3-W

EXISTING 1600A PLUG-IN

BUSWAY '6C2', 3-PH, 3-W

3000A TIE BUSWAY

480V, 3ɸ, 3W

TIE 6C

3000A

MAIN 6C

3000A

3000A BUS

2000KVA

13.8KV-

480Y/277V

2000KVA

13.8KV-

480Y/277V

MAIN 6D

3000A

TIE 6D

3000A

3000A BUS

EXISTING 1600A PLUG-IN

BUSWAY '6D3', 3-PH, 3-W

EXISTING 1600A PLUG-IN

BUSWAY '6D2', 3-PH, 3-W

6D-3 1600A

2-6 N.C.

1-6 N.O.

6C/D-PRI

1200A

100E 100E

XFMR 6A

CKT 1-6

13.8KV

2000KVA

13.8KV-

480Y/277V

1-6 N.C.

2-6 N.O.

6A/B-PRI

1200A

100E 100E

XFMR 6E

2000KVA

13.8KV-

480Y/277V

1-6 N.C.

2-6 N.O.

6E-PRI

1200A

100E 100E

CKT 2-6

13.8KV

TO MV SWGR

IN POWER

HOUSE BLDG

TO MV SWGR

IN POWER

HOUSE BLDG

TO SWGR 5A

IN VAULT #5

TO SWGR 5D

IN VAULT #5

AIR FORCE MATERIEL COMMAND

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ED601

ELECTRICAL ONE-LINE DIAGRAM - DEMOLITION

SCALE: NTS

ED601

GENERAL NOTES:

1. THIS DRAWING WAS PREPARED FROM EXISTING AS-BUILTS AND LIMITED

ACCESS FOR FIELD OBSERVATIONS AND VERIFICATIONS. CONTRACTOR SHALL

FIELD VERIFY EXISTING CONDITIONS AND UPDATE AS-BUILT DRAWINGS FOR

RECORD.

2. UNLESS NOTED OTHERWISE, ALL EXISTING EQUIPMENT TO REMAIN. EXISTING

CIRCUIT BREAKERS AS INDICATED ARE 3-POLE.

3. ALL DEMO WORK SHALL BE PLANNED IN PHASES TO MINIMIZE IMPACT TO

PRODUCTION. COORDINATE ALL WORK WITH THE FACILITY USER GROUP.

REMOVE EXISTING SWITCHGEAR, TRANSFORMERS, MAIN/TIE/DISTRIBUTION

SECTIONS AND TIE BUSWAY.

RETAIN PRIMARY FEEDERS FOR RECONNECTION TO NEW SWITCHGEAR.

RETAIN 480V BUSDUCTS FOR RECONNECTION TO NEW SWITCHGEAR

DISTRIBUTION SECTIONS.

DISCONNECT EXISTING TRANSFORMER FROM PRIMARY SWITCHES. REMOVE

ALL WIRES AND ABANDON EQUIPMENT IN PLACE FOR FUTURE REMOVAL.

DISCONNECT AND REMOVE A PORTION OF EXISTING BUSDUCT CONNECTING

TO EXISTING SWITCHGEAR AS INDICATED. REFER TO NEW WORK FOR

ADDITIONAL INFORMATION.

KEY NOTES:

3 (TYP.)

2 22

4 4

5 (TYP.)

AIR FORCE MATERIEL COMMAND

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E-101

ELECTRICAL PLAN - NEW WORK

SCALE: 1/4" = 1'-0"

E-101

GENERAL NOTES:

1. THIS DRAWING WAS PREPARED FROM EXISTING AS-BUILTS AND LIMITED

ACCESS FOR FIELD OBSERVATIONS AND VERIFICATIONS. CONTRACTOR SHALL

FIELD VERIFY EXISTING CONDITIONS AND UPDATE AS-BUILT DRAWINGS FOR

RECORD.

2. COORDINATE PLACEMENT OF ELECTRICAL EQUIPMENT WITH OTHER TRADES

PRIOR TO ROUGH-IN.

3. REFER TO ONE-LINE DIAGRAM ON SHEET E-601 FOR ADDITIONAL INFORMATION.

4. PROVIDE TEMPORARY POWER TRANSFER AS REQUIRED DURING SWITCHGEAR

REPLACEMENT. COORDINATE CONSTRUCTION PHASING PLAN PRIOR TO

COMMENCING WORK.

5. CONTRACTOR SHALL PROVIDE FIELD LABEL AND AFFIX TO PANELBOARD

ENCLOSURE THE AVAILABLE FAULT CURRENT / DATE OF THE CALCULATION IN

ACCORDANCE WITH NEC 2020, ARTICLE 408. REFER TO SPECIFICATIONS AND

TINKER AFB ELECTRICAL STANDARDS FOR FIELD LABELING REQUIREMENTS.

EXISTING XFMR '6A'

TO REMAIN

EXISTING XFMR ''6E'

TO REMAIN

XFMR

CKT 1-6

CKT 2-6

6D MAIN

6D TIE

6C TIE

6C MAIN

SWITCHGEAR '6C'

SWITCHGEAR '6D'

SWITCHGEAR

TIE BUSWAY

(ABOVE)

KEY NOTES:

1EXISTING HOIST

TRANSFORMER

VAULT 6

EXISTING 1"

GROUND BUS

CKT 1-6

CKT 2-6

CKT 1-6

CKT 2-6

PRIMARY NON-FUSED

SWITCHES '6A'

PRIMARY NON-FUSED

SWITCHES '6E'

(TYP.)

NEW CABLE TRAY

BELOW (TYP.)

EXISTING BUSDUCT

BELOW (TYP.)

EXISTING

HATCH (TYP.)

(TYP.)

LP-TR-6:B

EXISTING

EM-LP-T-6

EXISTING

LP-TR-6

LP-TR-6:B

EXISTING HOIST IS NOT IN CONTRACT. CONTRACTOR SHALL NOT USE THE

EXISTING HOIST FOR THE REMOVAL OR INSTALLATION OF THE NEW

EQUIPMENT IN THE VAULT.

PROVIDE 1" GROUNDING STRAPS TO BOND AND GROUND SWITCHGEAR TO

EXISTING GROUND BUS. NEW GROUNDING STRAPS SHALL MATCH EXISTING.

1600A CABLE TAPBOX. REFER TO ONE-LINE, E-601, FOR ADDITIONAL

INFORMATION.

PROVIDE 18" CABLE TRAY, 9-500KCMIL, 1-#4/0EGC. REFER TO SHEET E-501 FOR

ADDITIONAL INFORMATION.

TINKER AFB, OK

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E-501

GENERAL NOTES:

1. COORDINATE PLACEMENT OF ELECTRICAL EQUIPMENT WITH OTHER TRADES

PRIOR TO ROUGH-IN.

2. REFER TO ONE-LINE DIAGRAM ON SHEET E-601 FOR ADDITIONAL INFORMATION.

TYPICAL DETAIL - 1600A FEEDER CONSTRUCTION

SCALE: NTS

TYPICAL DETAIL - 1600A BUSWAY SUPPORT

SCALE: NTS

TYPICAL DETAIL - 3000A TIE BUS SUPPORT

SCALE: NTS

TYPICAL DETAIL - SEISMIC RESTRAINT

SCALE: NTS

TYPICAL DETAIL - CABLE TRAY GROUND

SCALE: NTS

/2 3/

. 1

EXISTING 1600A PLUG-IN

BUSWAY '6D1', 3-PH, 3-W

3000A TIE BUSWAY

480V, 3ɸ, 3W

3000A BUS

2000KVA

13.8KV-

480Y/277V

2000KVA

13.8KV-

480Y/277V

3000A BUS

EXISTING 1600A PLUG-IN

BUSWAY '6D3', 3-PH, 3-W

EXISTING 1600A PLUG-IN

BUSWAY '6D2', 3-PH, 3-W

6C/D-PRI

600A

100E 100E

XFMR 6C

UID #9001-

XFMR-1325

SECONDARY SWITCHGEAR 6C

UID #9001-SWG-1326A

XFMR 6D

UID #9001-

XFMR-1327

SECONDARY SWITCHGEAR 6D

UID #9001-SWG-1328

6D-1 1600A

6D-2 1600A

6C-3 1600A

6C-2 1600A

6C-1

SPACE

EXISTING 1600A PLUG-IN

BUSWAY '6C3', 3-PH, 3-W

EXISTING 1600A PLUG-IN

BUSWAY '6C2', 3-PH, 3-W

TIE 6C

3000A

MAIN 6D

3000A

TIE 6D

3000A

6D-3 1600A

K K

DPMDPM

DPM DPM DPM DPM DPM

N.O. N.O.N.C.

PRIMARY

NON-FUSED

SWITCHES

1-6 N.C.

2-6 N.C.

6A/B-PRI

600A

1-6 N.C.

2-6 N.C.

6E-PRI

600A

2-6 N.O.

1-6 N.C.

BUSS

SPACE

BUSS

SPACE

CKT 1-6

13.8KV

CKT 2-6

13.8KV

TO MV SWGR

IN POWER

HOUSE BLDG

TO MV SWGR

IN POWER

HOUSE BLDG

TO SWGR 5A

IN VAULT #5

TO SWGR 5D

IN VAULT #5

PRIMARY

NON-FUSED

SWITCHES

BUSS

SPACE

BUSS

SPACE

SPD

MAIN 6C

3000A N.C.

SPD

60A60A

LSIG LSIG LSIG LSIG

LSIGLSIGLSIGLSIGLSIG

UNIT-SUBSTATION

GROUND BUS

GROUNDING STRAP

BUILDING STRUCTURAL STEEL

EXOTHERMIC WELD

#4/0AWG

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

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E-601

ELECTRICAL ONE-LINE DIAGRAM - NEW WORK

SCALE: NTS

E-601

GENERAL NOTES:

1. THIS DRAWING WAS PREPARED FROM EXISTING AS-BUILTS AND LIMITED

ACCESS FOR FIELD OBSERVATIONS AND VERIFICATIONS. CONTRACTOR SHALL

FIELD VERIFY EXISTING CONDITIONS AND UPDATE AS-BUILT DRAWINGS FOR

RECORD.

2. UNLESS NOTED OTHERWISE, ALL EXISTING EQUIPMENT TO REMAIN. EXISTING

CIRCUIT BREAKERS AS INDICATED ARE 3-POLE.

3. CONTRACTOR SHALL VERIFY ALL UPSTREAM OVERCURRENT PROTECTION AND

SETTINGS FOR SHORT FAULT CURRENT CALCULATION AND ARC FLASH

LABELING. PROVIDE APPROPRIATE ARC-FLASH LABELING PER ANALYSIS.

4. PROVIDE TEMPORARY POWER TRANSFER AS REQUIRED DURING SWITCHGEAR

REPLACEMENT. COORDINATE CONSTRUCTION PHASING PLAN PRIOR TO

COMMENCING WORK.

5. CONTRACTOR SHALL PROVIDE FIELD LABEL AND AFFIX TO PANELBOARD

ENCLOSURE THE AVAILABLE FAULT CURRENT / DATE OF THE CALCULATION IN

ACCORDANCE WITH NEC 2020, ARTICLE 408. REFER TO SPECIFICATIONS AND

TINKER AFB ELECTRICAL STANDARDS FOR FIELD LABELING REQUIREMENTS.

PROVIDE SQUARE D POWER ZONE SWITCHGEAR WITH REMOTE RACKING,

KIRK-KEY SWITCHING INTERLOCK, FORCED FAN COOLING, TEMPERATURE

MONITORING WITH LOCAL ALARM, AND REMOTE ALARM CAPABILITIES. ALL

INTERNAL WIRING TO BE DERIVED FROM INTEGRAL CPTs SO NO EXTERNAL

CIRCUITS ARE REQUIRED FOR OPERATION.

CONNECT EXISTING MV FEEDERS TO NEW SWITCHGEAR PRIMARY SECTIONS.

CONNECT EXISTING 480V BUSDUCT TO CABLE TAP BOX AND EXTEND AS

NEEDED. BUSDUCT EXTENSION SHALL BE SQUARE D AND COMPATIBLE WITH

EXISTING.

PROVIDE T-FITTING BUSDUCT AS INDICATED FOR FUTURE

EXPANSION/CONNECTIONS.

PROVIDE MEDIUM VOLTAGE RATED CABLE TO MATCH WITH EXISTING. PROVIDE

PULL BOX AS REQUIRED FOR RECONNECTION TO EXISTING ONE.

PROVIDE 480V, 3PH, 3W, 1600A BUSDUCT TAPPED TO EXISTING BUSDUCT AND

TERMINATE IN SWITCHGEAR. REFER TO DETAILS ON SHEET E-501 FOR

ADDITIONAL INFORMATION.

IDENTIFY SWITCHGEAR GEC TEST POINT PER SECTION 3.1.4 C 1 OF THE TAFB

ELECTRICAL STANDARDS IAW AFI 32-1065.

KEY NOTES:

(TYP)

#3/0

GEC

#3/0

GEC

7 7

GROUNDING RISER DETAIL

SCALE: NTS

E-601

1600A

TAPBOX

(TYP)

ELECTRICAL ARC FLASH STICKER DETAIL

SCALE: NTS

E-601

NOTES:

1. PROVIDE SELF-ADHESIVE VINYL LABEL TO AFFIX TO ELECTRICAL EQUIPMENT TO WARN OF ARC

FLASH HAZARDS.

2. THE LABEL FORMAT AND TEXT CAN BE MODIFIED PROVIDED THAT THE INFORMATION REQUIRED BY

UFC 3-501-01 IS INCLUDED.

3. THE LABEL SHALL BE LOCATED ON THE EQUIPMENT TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS BEFORE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE OF THE EQUIPMENT.

4. THE SIZE OF THE LABEL SHALL BE MINIMUM:

EQUIPMENT TYPE HEIGHT WIDTH

INDOOR 2" 3"

OUTDOOR 3" 4.5"

5. A DOWNLOADABLE WINDOWS METAFILE IS AVAILABLE ON THE WHOLE BUILDING DESIGN GUIDE

WEBSITE (WWW.WDBG.ORG) FOR USE IN A LABEL MAKING MACHINE.

A.THE FILE IS LOCATED ON THE "NAVFAC CADD DETAILS" PAGE. TO NAVIGATE TO THIS LOCATION, FOLLOW: HOME > DOCUMENTS & REFERENCES > CCB > CADD LIBRARY > NAVFAC CADD

RESOURCES > NAVFAC CADD DETAILS.

B. ALTERNATIVELY, TYPE IN THE FOLLOWING ADDRESS IN INTERNET EXPLORER:

HTTP://WWW.WBDG.ORG/CCB/BROWSE/CAT.PHP?C=232

6. THE CONTRACTOR SHALL UNDERTAKE FAULT CURRENT CALCULATIONS (PREPARED BY A

QUALIFIED PROFESSIONAL ENGINEER) AND ARC FLASH ANALYSIS PERFORMED USING "EASY

POWER" SOFTWARE AND THE ANALYSIS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR

TO EQUIPMENT SELECTION. SUBMIT TO 72ABW/CENMP.

TINKER AFB, OK

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TRANSFORMER

VAULT

75 CD

E E

AIR FORCE MATERIEL COMMAND

72 ABW CIVIL ENGINEER DIRECTORATE

TINKER AFB, OK

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F-101

D E

M JM

FIRE ALARM - DEMOLITION AND NEW WORK PLAN

SCALE: 1/4" = 1'-0"

F-101

FIRE ALARM GENERAL NOTES:

1. WORK SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 70, NFPA 72,

APPLICABLE ETL'S, TINKER ELECTRICAL STANDARDS AND UFC 3-600-01.

THE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE GENERAL

ARRANGEMENTS OF SYSTEMS AND WORK, BUT DO NOT INCLUDE ALL

INTERCONNECTIONS BETWEEN OTHER SYSTEMS. PROVIDE CONDUIT,

J-BOXES, BACK BOXES, AND CABLE AS REQUIRED.

2. COORDINATE WORK WITH OTHER TRADES. FAILURE TO PROVIDE SUCH

COORDINATION PRIOR TO WORK BEING INSTALLED SHALL NOT BE CAUSE

FOR ADDITIONAL COMPENSATION TO THE CONTRACTOR, AND MAY RESULT

IN REJECTION OF THE WORK.

3. THE BUILDING'S FIRE ALARM SYSTEM SHALL REMAIN OPERATIONAL AT ALL

TIMES. SUPERVISE ALL FIRE PROTECTION IMPAIRMENTS IN ACCORDANCE

WITH UFC 3-601-02.

4. PROVIDE MATERIALS, BEARING LABELS OR MARKING INDICATING THIRD

PARTY TESTING AND APPROVAL, SUITABLE FOR THE APPLICATION

INTENDED.

5. SUPPORT CONDUIT AND BACK BOXES BY MEANS OF ANCHORS, RODS,

HANGERS, ETC., TO MAINTAIN ALIGNMENT AND PREVENT MOVEMENT.

6. IDENTIFY CONDUCTORS AT EACH JUNCTION BOX, OUTLET BOX, CABINET,

PULL BOX, ETC., WITH VINYL HEAT SHRINK TAGS INDICATING PANEL AND

CIRCUIT NUMBER, CONTROL WIRE IDENTIFICATION NUMBER, OR OTHER

APPROPRIATE INFORMATION.

7. PERFORM WORK ON DE-ENERGIZED SYSTEMS ONLY TO PREVENT

PERSONNEL INJURY AND POTENTIAL SYSTEM FAILURE.

8. ALL NEW FIRE ALARM SYSTEM CONDUIT SHALL BE FACTORY PAINTED RED.

FIRE ALARM SYMBOLS LEGEND

MANUAL STATION, FIRE ALARMF

FIRE ALARM AUDIBLE/VISBLE COMBO WALL, CLEAR LENS,

SELECTABLE CD

E SUBSCRIPT DENOTES EXISTING DEVICE TO REMAIN.

DEMOLITION KEY NOTES:

REMOVE THE EXISTING WALL MOUNTED FIRE ALARM

NOTIFICATION DEVICES TO ACCOMMODATE

CONSTRUCTION. DEMO EXISTING RACEWAY SERVING

THE NOTIFICATION DEVICES. WHERE EXISTING RACEWAY

IS INSTALLED WITHIN THE ELECTRICAL WORKING

SPACES, AS DEFINED BY NEC 110.26 AND 110.30,

CONDUIT AND CABLE SHALL ALSO BE REMOVED.

FIRE ALARM DEMOLITION NOTES:

1. CONTRACT DOCUMENTS WERE PREPARED FROM FIELD SURVEYS. THEY

ARE NOT INTENDED TO DEPICT UNFORESEEN CONDITIONS THAT MAY

ADVERSELY AFFECT DEMOLITION OR INSTALLATION. CONTRACTOR

SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO STARTING ANY

WORK.

2. COORDINATE DEMOLITION WITH NEW WORK. IF UNDOCUMENTED

CONDITIONS EXIST, CONTACT THE CONTRACTING OFFICER BEFORE

PROCEEDING.

KEY NOTES:

1 INSTALL NEW FIRE ALARM AUDIBLE/VISIBLE DEVICE AND TIE

INTO THE EXISTING FIRE ALARM SYSTEM NOTIFICATION

CIRCUIT(S).

FIRE ALARM RACEWAY SHALL NOT BE ALLOWED TO REMAIN OR

BE INSTALLED WITHIN ELECTRICAL WORKING SPACES, AS

DEFINED BY NEC 110.26 AND 110.30. RE-USE AND RECONFIGURE

EXISTING FIRE ALARM RACEWAY AS NECESSARY TO REMOVE

FROM ELECTRICAL WORKING SPACES.

REMOVE AND SAFEGUARD SMOKE DETECTORS AS NECESSARY

TO ACCOMMODATE WORK WITHIN THE VAULT. RE-INSTALL

SMOKE DETECTORS UPON COMPLETION OF THE WORK.

SMOKE DETECTOR

3 3

GENERAL

G-001 - GENERAL SHEET INDEX VICINITY MAP AND BUILDING KEY PLAN

ARCHITECTURE

A-101 - ARCHITECTURAL FLOOR AND ROOF PLANS, ELEVATIONS IMAGES

STRUCTURAL

S-001 - STRUCTURAL GENERAL NOTES

S-101 - STRUCTURAL PLAN - NEW WORK

ELECTRICAL

E-001 - ELECTRICAL LEGEND, SYMBOLS & ABBREVIATIONS

ED101 - ELECTRICAL PLAN - DEMOLITION

ED601 - ELECTRICAL ONE-LINE DIAGRAM - DEMOLITION

E-101 - ELECTRICAL PLAN - NEW WORK

E-501 - ELECTRICAL DETAILS

E-601 - ELECTRICAL ONE-LINE DIAGRAM - NEW WORK

E602 - ELECTRICAL SCHEDULES

FIRE PROTECTION

F-101 - FIRE ALARM - DEMOLITION AND NEW WORK PLAN

File details come from the government source that posted it. Updated Jan 23, 2026.