WWYK200051_SWITCHGEAR_IFC_DRAWINGS.pdf
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- Solicitation number
- FA813726R0025
About this file
This is a construction document set for a federal contract to replace switchgear in Building 1 at Tinker Air Force Base, Oklahoma, issued by the Air Force Materiel Command's 72nd Air Base Wing Civil Engineer Directorate. The project (WWYK200051) involves demolishing existing electrical distribution infrastructure and installing new 480V and 208V switchgear equipment with associated structural, electrical, and life safety improvements.
The scope of work requires removal of existing 480V and 208V unit substations, associated electrical devices, power meters, and grounding systems, with conductors and conduits retained for reuse where applicable. New work includes installation of a 480V switchgear enclosure (2500A, 480Y/277V, 3-phase, NEMA 3RX, 65KAIC rating), a 500KVA step-down transformer (480V-208Y/120V), a 208V switchgear enclosure (1600A, 208Y/120V, NEMA 3RX, 65KAIC rating), two 600A replacement panelboards with new circuit breakers, remote operational breaker enclosures, grounding systems, and conduit routing both underground and overhead along the building exterior. The contractor is responsible for phased demolition and installation work coordinated with OG&E utility and facility operations to minimize production impact, field verification of existing conditions against as-builts, special inspections per IBC requirements, fire stopping at penetrations, and comprehensive testing to restore all existing loads to original operation. The project location is in the electrical closet, elevator room, and dock areas within the 1,130 square-foot equipment/mechanical space, with an occupant load of three persons and required compliance with UFC and NFPA standards.
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1st St.
Arnold St.
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TINKER AFB, OK
VICINITY MAP
BASE OPERATIONS B240
CONTRACTING B3
GOTT GATE
TINKER GATE
PASS & ID
B6611
HRUSKOCY GATE
EAKER
GATE
FIRE DEPARTMENT B117
VANCE GATE
LIBERATOR GATE
HOPE
GATE
LEGEND
CONTRACTOR
HAUL ROUTE
LANCER GATE
TRUCK GATE
PIAZZA GATE
BASE CIVIL
ENGINEER
B400
PROJECT
LOCATION
G-001
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REVIEWED BY:
REVIEWED BY:
USING AGENCY:
ASBESTOS EVALUATION:
SAFETY:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
INDUSTRIAL HYGIENE:
DATE:
PROJECT DRAWING INDEX 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)
GENERAL1. BRAND NAMES: REFERENCE TO SPECIFIC BRAND NAMES
OR COMPANIES IS FOR THE PURPOSE OF ESTABLISHING
MINIMUM QUALITY STANDARDS, IDENTIFICATION AND
GUIDANCE AND IS NOT INTENDED TO LIMIT SELECTION OF
OTHER MANUFACTURERS THAT ARE EQUAL OR EXCEED
THE SPECIFIED ITEMS IN TERMS OF PHYSICAL
PROPERTIES, INCLUDING, COLOR RANGE, FINISH,
DURABILITY, APPEARANCE, PERFORMANCE
CHARACTERISTICS, AND OTHER FACTORS. OTHER
PRODUCTS, MATERIALS, COLORS AND SYSTEMS, MAY BE
SUBMITTED FOR EVALUATION AND
APPROVAL/DISAPPROVAL BY THE CONTRACTING OFFICER.
2. THIS SET OF CONSTRUCTION DOCUMENTS SHALL BE
CONSIDERED AS A WHOLE IN THAT THE GENERAL
CONTRACTOR AND ALL THE SUB-CONTRACTORS ARE
RESPONSIBLE FOR THE INFORMATION PRESENTED ON ALL
SHEETS ON THE SET OF DRAWINGS AND ALL SECTIONS OF
THE SPECIFICATIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR ERECTING ALL
CONSTRUCTION FENCING AND BARRICADES AS REQUIRED
TO PROTECT CONSTRUCTION MATERIAL AND TO PREVENT
ANY UNAUTHORIZED PERSONNEL FROM ENTERING THE
CONSTRUCTION SITE.
4. ANY DAMAGE TO THE EXISTING GROUNDS OR FACILITIES
CAUSED BY CONSTRUCTION TRAFFIC OR ANY
CONSTRUCTION OPERATION SHALL BE REPAIRED OR
REPLACED BY THE CONTRACTOR TO MATCH OR EXCEED
EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE
GOVERNMENT.
5. ALL WORK NOTED & LOCATED IN THESE DOCS SHALL BE
UNDERSTOOD BY THE CONTRACTOR TO REQUIRE ALL NEW
LABOR & MATERIALS UNLESS SPECIFICALLY NOTED TO BE
"EXISTING" OR "BY OTHERS".
GENERAL NOTES:
G-001 GENERAL NOTES, VICINITY MAP AND SHEET INDEX
SHT. SHEET TITLE
WWYK200051
REPLACE SWITCHGEAR,
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SHEET NUMBER
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
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PROJECT
LOCATION
G-101 LIFE SAFETY PLAN
STRUCTURAL
S-001 STRUCTURAL NOTES
S-002 TYPICAL CONCRETE DETAILS
SD101 EXISTING FIRST FLOOR FRAMING PLAN - DEMOLITION
S-101 EXISTING FIRST FLOOR FRAMING PLAN - NEW WORK
ELECTRICAL
E-001 LEGEND AND ABBREVIATIONS
E-100 OVERALL PLAN
ED401 ENLARGED PLANS - DEMOLITION
ED601 ONE-LINE - DEMOLITION
E-401 ENLARGED PLANS - NEW WORK
E-501 480V AND 280V SWITCHGEAR RISER
E-601 ONE-LINE - NEW WORK
E-701 SCHEDULES JW
KH
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EQUIPMENT
ROOM
MECH/ELEC
1130 SF / 500 / 3 PER
32" 0.2
4'
/4
CORRIDOR
RAMP
CHILLER ON
MEZZANINE
DOCK
DOCK
A CLEAR DOOR WIDTH [FEET - INCHES]
C EXIT CAPACITY [OCCUPANTS]
EXIT DOOR TAG
NEW FIRE EXTINGUISHER
OTHERS
LIFE SAFETY NOTES:
1. FOR EXIT LIGHTS AND EMERGENCY LIGHTING, SEE ELECTRICAL
LIGHTING DRAWINGS (E SERIES).
LINE TYPES FOR MEANS OF EGRESS:
TRAVEL DISTANCE
SYMBOLCOMPONENT
LIFE SAFETY SYMBOLS:
TD
EXIT DISCHARGE ARROW
EXIT DISCHARGE
B CAPACITY FACTOR [INCHES PER OCCUPANT]
COMMON PATH CP
T
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D A
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SHEET NUMBER
S H
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T T
IT
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
W W
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1/8" = 1'-0"
LIFE SAFETY PLAN1
PROJECT AREA CODE SUMMARY
UFC 1-200-01 (12 JUNE 2023) WITH CHANGE 2
2024 NFPA 101 LIFE SAFETY CODE
UFC 3-600-01 (6 MAY 2021) WITH CHANGE 6
2021 IBC AS AMENDED BY UFC 1-200-01
2021 IEBC AS AMENDED BY UFC 1-200-01
PROJECT AREA BUILDING AREA
FLOOR
1ST FLOOR STORAGE (GROSS)
PROJECT AREA OCCUPANT LOAD
FLOOR
1ST FLOOR
AREA TYPE LOAD FACTOR LOAD REFERENCE
MECH/ELEC 500 SF/ OCC. 3 UFC 3-600-01 TABLE 10-1
EXISTING AREA (GSF)
TOTAL
1,130
1,130
TOTAL 3
G-101
PROJECT EGRESS TRAVEL DISTANCE
STORAGE USE
ALLOWED ACTUAL NFPA 101 REF.
COMMON PATH N/A100 FEET (WITH SPRINLKERS) TABLE 42.2.5
TRAVEL DISTANCE 120 FT400 FEET (WITH SPRINLKERS) TABLE 42.2.6
DEAD-END CORRIDOR N/A100 FEET (WITH SPRINLKERS) TABLE 42.2.5
KEYED NOTES:
EXISTING DIMENSIONS FOR FIRE RISER ROOM TO
BE FIELD VERIFIED BY CONTRACTOR.
04/10/2026
GENERAL STRUCTURAL NOTES (GSN)
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. INTERNATIONAL BUILDING CODE, IBC 2024 WITH APPLICABLE EDITIONS OF THE CODE
REFERENCED STANDARDS.
B. ACI 318-19
C. TAFB FACILITY STANDARDS
D. UFC 1-200-01 (WITH CHANGE 4, DATED 17 DEC 2024)
E. UFC 3-301-01 (WITH CHANGE 6, DATED 30 JAN 2026)
F. AISC 360-22
G3. DESIGN CRITERIA
1. APPLIES TO ALL STRUCTURES (UNO)
A. DEAD LOAD:
1. ACTUAL TRIBUTARY STRUCTURE WEIGHT
B. LIVE LOAD:
1. ELECTRICAL YARD: 150 PSF
C. WIND:
1. RISK CATEGORY: III
2. ULTIMATE WIND SPEED; VULT: 116 MPH
3. ALLOWABLE STRESS WIND SPEED; VASD: 90 MPH
4. EXPOSURE: C
D. SEISMIC:
1. RISK CATEGORY: III
2. IMPORTANCE FACTOR: 1.25
3. SPECTRAL RESPONSE ACCELERATION, SS: 0.298g
4. SPECTRAL RESPONSE ACCELERATION, S1: 0.081g
5. SITE CLASS: D
6. SEISMIC DESIGN CATEGORY: B
7. SPECTRAL RESPONSE COEFFICIENT, SDS: 0.31g
8. SPECTRAL RESPONSE COEFFICIENT, SD1: 0.129g
9. BASIC SEISMIC FORCE RESISTING SYSTEM: ASCE 7 SECTION 13.3
10. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE
11. DESIGN BASE SHEAR (MAX): 1.6*SDSIPWP
E. SNOW LOAD:
1. STRUCTURE INTERIOR TO EXISTING BUILDING; THEREFORE, SNOW LOADING HAS NOT
BEEN CONSIDERED.
F. ICE LOADS:
1. STRUCTURE INTERIOR TO EXISTING BUILDING; THEREFORE, ICE LOADING HAS NOT BEEN
CONSIDERED.
G4. SAFETY
SAFETY AND STRUCTURE STABILITY DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY
OF THE CONTRACTOR. STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LOADS
ONLY AS A COMPLETED STRUCTURE.
G5. 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.
G6. 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.
G7. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING
CONSTRUCTION AS REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED
CHANGES FOR APPROVAL.
G8. 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.
CONCRETE
C1. DESIGN STRENGTHS:
F'c = 4,000 PSI Fy = 60,000 PSI
C2. CONCRETE COVER
UNLESS OTHERWISE NOTED, PROVIDE CONCRETE COVER FOR REINFORCING AS FOLLOWS:
CONCRETE DEPOSITED AGAINST EARTH: 3"
ALL OTHER: 2"
SEE DRAWINGS FOR EXCEPTIONS
C3. SEE SPECIFICATIONS FOR REINFORCING PLACEMENT REQUIREMENTS.
C4. REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED ITEMS
AND PENETRATIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 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.
C5. PROVIDE 3/4" CHAMFERS AT ALL EXPOSED EDGES. NOT ALL CHAMFERS MAY BE SHOWN ON
DRAWINGS.
C6. FIELD ADJUST REINFORCING AT OPENINGS AND EMBEDDED ITEMS AS INDICATED.
C7. ANCHOR BOLTS NOT SPECIFIED BY ENGINEER SHALL BE DESIGNED AND CERTIFIED BY A
REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF OKLAHOMA, RETAINED
BY THE CONTRACTOR, IN ACCORDANCE WITH APPLICABLE PROJECT AND CODE
REQUIREMENTS. SUBMIT AS A SHOP DRAWING FOR REVIEW AND APPROVAL BY THE ENGINEER.
COORDINATE LOCATION, SIZE AND EMBEDMENT PRIOR TO CASTING CONCRETE.
C8. ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING
BARS SHALL BE ALLOWED WITHOUT SPECIFIC APPROVAL FROM THE STRUCTURAL
ENGINEER.
C9. ALL CAST IN PLACE AND POST-INSTALLED ANCHORS INDICATED IN THE STRUCTURAL
DOCUMENTS SHALL COMPLY WITH CHAPTER 17 OF ACI 318 AND CHAPTER 19 OF THE
IBC. ALL EXPANSION AND ADHESIVE ANCHORS SHALL HAVE THE ICC REPORT SHOWING
EQUIVALENT LOAD CAPACITY. SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT.
DEFERRED SUBMITTALS
1. DEFINITION:
DELEGATED 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
FUCTIONING WHOLE.
2. DELEGATED DESIGN LIST:
THE FOLLOWING IS A LIST OF DELEGATED SUBMITTALS THAT ARE EXPECTED TO CONTAIN SEALED
STRUCTURAL CALCULATIONS OF SAFETY-RELATED SYSTEM INFORMATION FOR REVIEW. THESE
SUBMITTALS APPLY TO DELEGATED DESIGNED 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
SEALED DRAWINGS FOR REVIEW AND ACCEPTANCE BY THE CONTRACTING OFFICER.
DEFERRED SUBMITTALS
SPEC SECTIONS/
COMPONENTS
SWITCHGEAR
ANY EQUIPMENT OR COMPONENT IN WHICH A
TECHNICAL SPECIFICATION REQUIRES SUBMITTAL
OF EQUIPMENT OR ANCHORAGE SYSTEM
CALCULATIONS
CONSTRUCTION AT EXISTING STRUCTURES
E1. SEE DEMOLITION SHEETS.
E2. WHERE DRILL AND EPOXY REINFORCING OR ANCHORS ARE INSTALLED CONTRACTOR SHALL NOT DAMAGE EXISTING REINFORCING. IF REQUIRED, CONTRACTOR SHALL HAVE EXISTING CONCRETE
INVESTIGATED USING GROUND PENETRATING RADAR TO LOCATE EXISTING REINFORCING.
E3. EXISTING CONCRETE SURFACES TO BE JOINED WITH NEW CONCRETE SHALL BE ROUGHENED
TO 1/4" AMPLITUDE, THROUGHLY CLEANED BY SAND BLASTING, AND APPLY BONDING AGENT
JUST PRIOR TO PLACEMENT OF NEW CONCRETE.
E4. WHERE EXISTING REINFORCING IS TO BE PRESERVED, CONTRACTOR SHALL STRAIGHTEN AND
SAND BLAST REINFORCING JUST PRIOR TO PLACEMENT OF NEW CONCRETE.
E5. PRIOR TO DRILL AND EPOXY BOLTS OR REBAR, LOCATE ALL EXISTING REINFORCEMENT. CARE
SHALL BE TAKEN NOT TO DISTURB THE EXISTING REINFORCEMENT.
STATEMENT OF SPECIAL INSPECTIONS (IBC 1705):
UNLESS NOTED OTHERWISE
SI1. SHOP FABRICATED ITEMS BY APPROVED FABRICATOR ARE EXEMPT FROM SPECIAL INSPECTION. UPON COMPLETION, APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE STATING WORK WAS PERFORMED IN ACCORDANCE WITH APPROVED CONSTRUCTION DOCUMENTS.
SI2. CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY PRIOR TO CONSTRUCTION, INCLUDING:
A. ACKNOWLEDGEMENT OF SPECIAL INSPECTION REQUIREMENTS.
B. ACKNOWLEDGE THAT CONTROL WILL BE EXERCISED TO CONFORM WITH APPROVED CONSTRUCTION DOCUMENTS.
C. PROCEDURES FOR EXERCISING CONTROL, INCLUDING METHOD AND FREQUENCY OF REPORTING, AND DISTRIBUTION OF REPORTS.
D. IDENTIFICATION AND QUALIFICATION OF PERSON(S) EXERCISING SUCH CONTROL.
SI3. STRUCTURAL OBSERVATIONS ARE REQUIRED IN ACCORDANCE WITH IBC SECTION 1704.6.1 STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE ENGINEER OF RECORD (EOR) OR A LICENSED PROFESSIONAL ENGINEER (PE) DESIGNATED BY THE EOR. FOR GENERAL COMPLIANCE WITH DESIGN DOCUMENTS AND INTENT, OBSERVATION SCHEDULE SHALL BE SUBMITTED PRIOR TO OBSERVATION COMMENCEMENT. REGISTERED DESIGN PROFESSIONAL SHALL PREPARE A REPORT INDICATING SITE VISITS MADE AND IDENTIFYING ANY STRUCTURAL DEFICIENCIES THAT HAVE NOT BEEN CORRECTED. OBSERVATIONS ARE REQUIRED DURING INSTALLATION OF SMALL EQUIPMENT PADS.
SI4. THE FOLLOWING CONSTRUCTION IS SUBJECT TO SPECIAL INSPECTION:
SCHEDULE OF SPECIAL INSPECTION SERVICES
FREQUENCY
CONTINUOUS PERIODIC
CODE
REFERENCE REMARKSINSPECTION ITEM REQUIRED
GENERAL STRUCTURAL OBSERVATIONS
CONDUCT DAILY VISUAL OBSERVATION OF THE
STRUCTURAL SYSTEMS FOR GENERAL
CONFORMANCE TO THE CONSTRUCTION
DOCUMENTS. PREPARE WEEKLY REPORT OF
OBSERVATIONS DESCRIBING WORK PROGRESS
AND NON-CONFORMING ITEMS.
- X
CONCRETE AND REINFORCING STEEL
INSPECTION OF REINFORCING STEEL SIZE
AND PLACEMENT. - X ACI 318: CH 20, 25.2,
25.3, 26.6.1-26.6.3
IBC TABLE 1705.3
INSPECTION OF BOLTS TO BE INSTALLED IN
CONCRETE PRIOR TO AND DURING PLACEMENT
OF CONCRETE WHERE ALLOWABLE LOADS HAVE
BEEN INCREASED OR WHERE STRENGTH DESIGN
IS USED.
- X ACI 318: 17.8.2.4,
ACI 318: 17.8.2
INSPECTION OF ANCHORS INSTALLED IN
HARDENED CONCRETE MEMBERS.
A. ADHESIVE ANCHORS INSTALLED IN
HORIZONTALLY OR UPWARDLY
ORIENTATIONS TO RESIST SUSTAINED
TENSION LOADS.
B. MECHANICAL ANCHORS AND ADHESIVE
ANCHORS NOT DEFINED IN ITEM A ABOVE
X - ACI 318: 17.8.2.4
VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI 318: CH. 19,
26.4.3-26.4.4
PRIOR TO CONCRETE PLACEMENT, FABRICATE
SPECIMENS FOR STRENGTH TESTS,
PERFORM SLUMP AND AIR CONTENT TESTS, AND
DETERMINE TEMPERATURE OF THE CONCRETE.
X -
ASTM C172
ASTM C31
ACI 318: 5.6, 5.8
INSPECTION OF CONCRETE PLACEMENT FOR
PROPER APPLICATION TECHNIQUES. X - ACI 318: 26.5
INSPECTION FOR MAINTENANCE OF SPECIFIED
CURING TEMPERATURE AND TECHNIQUES. - X ACI 318:
26.5.3-26.5.5
ACI 318: 26.12VERIFYING CONCRETE STRENGTH. X-
ACI 318: CH. 26.8ERECTION OF PRECAST CONCRETE MEMBERS. X-
INSPECT FORMWORK FOR SHAPE, LOCATION
AND DIMENSIONS OF THE CONCRETE MEMBER
BEING FORMED.
X- ACI 318: 26.11.1.2(b)
INSPECTION OF ANCHORS CAST IN CONCRETE X- ACI 318: 17.8.2
- X ACI 318: 17.8.2
05 05 20 POST-INSTALLED CONCRETE ANCHORS
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
W W
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04/10/2026
1 1/2"
CLR.
6" MIN. CONTRACTOR
COORDINATE PAD
THICKNESS WITH REQUIRED
EQUIP ANCHOR BOLT
EMBEDMENT
6"
MIN.
12"
#4@12" E.W.
MIN.#4 CLOSED TIE ADDL
CONT. @ PERIMETER
CONCRETE SURFACE SHALL BE CLEAN,
FREE OF LATENCE, ROUGHENED TO A 1/4"
AMPLITUDE, & COATED W/ BONDING AGENT
3/4" CHAMFER (TYP.)
EXISTING SLAB
EQUIP.
BASE
#4@12"W/ STD HOOKS @
TOP PERIM, 3" EMBEDMENT
AND EPOXY
8" LEG (TYP.)
PAD NOTES:
1.
2.
3.
PAD DETAILS APPLY FOR SUPPORT OF ALL EQUIPMENT UNLESS INDICATED
OTHERWISE ON THE DRAWINGS.
BEFORE EQUIPMENT SUPPORT PADS ARE CAST, THE PAD SIZES AND
REINFORCING SHALL BE APPROVED BY THE ENGINEER AS BEING CAPABLE
OF SUPPORTING EQUIPMENT TO BE PLACED THEREON. EQUIPMENT BASE
DIMENSIONS SHALL BE THE LARGER OF AS DETERMINED BY THE
EQUIPMENT MANUFACTURER OR AS INDICATED ON THE DRAWINGS.
SUBMIT ALL EQUIPMENT DIMENSIONS AND LOADS TO ENGINEER. THE SIZE,
NUMBER, TYPE, LOCATION AND THREAD PROJECTION OF THE ANCHOR
BOLTS (A.B.) SHALL BE AS DETERMINED BY THE EQUIPMENT
MANUFACTURER AND SHALL BE AS APPROVED BY THE ENGINEER. A.B.
SHALL BE HELD IN POSITION WITH A TEMPLATE WHILE EQUIPMENT PAD IS
CAST.
REFERENCE ELECTRICAL DRAWINGS FOR DIMENSIONS & LOCATIONS OF
PADS. FINAL PAD DIMENSIONS ARE TO BE ADJUSTED AS NEEDED TO FIT
FINAL EQUIPMENT SELECTED.
EQUIP. A.B.
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SH
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
W W
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C O
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AI
LS
12" = 1'-0"
TYPICAL EQUIPMENT SUPPORT PAD1
04/10/2026
P
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P
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R
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3A
Y
N
N
NN
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
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3B
N
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D
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C
C
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C
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1AR1
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BLOCKED
AHU-8
AHU-5
MO
AA
AHU-7
A A
M O
N
P
Q
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W
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A
1 1a 2 3 3a 3b 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53
1 1a 2 3 3a 4 5 6 7 8 9 10 11 12 13 14 15 16 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 5317
1 B-00001 FIRST FLOOR PLAN
0 30' 30' 60' 15'
WWYK140029
M
N
L
K
J
6 7 8 9 10 11 12 13 14 15 16 17 18
GENERAL NOTES:
1.
2.
3.
(*) INDICATES EXISTING DIMENSION TO BE
FIELD VERIFIED BY CONTRACTOR.
EXISTING BUILDING INFORMATION IS AS
INDICATED ON THE AS-BUILT DRAWINGS. THE
CONTRACTOR SHALL NOTIFY THE
CONTRACTING OFFICER OF ANY
DISCREPANCIES.
CONTRACTOR SHALL REVIEW AS-BUILT
DRAWINGS REPLACE TRANSFORMERS, BLDG 1
PROJECT NUMBER OC-216-1 DATED 17 JULY
1972, AND REPLACE POWER DISTRIBUTION
SYSTEM, LIGHTS AND AIR-CONDITIONING,
BUILDING 1 PROJECT NUMBER OC-9-9, DATED
19 MAY 1986 FOR EXISTING STRUCTURAL
INFORMATION. VERIFY ALL DIMENSIONS
SHOWN WITH EXISTING CONSTRUCTION AND
REPORT ANY DISCREPANCIES TO THE
CONTRACTING OFFICER.
KEYNOTES:
EXISTING POSTS, INCLUDING BASE PLATES AND
SCREENS, SHALL BE REMOVED.
COORDINATE REMOVAL OF EXISTING EQUIPMENT
AND CONCRETE PADS WITH ELECTRICAL SCOPE.
EXISTING EQUIPMENT AND SCREEN POST
ANCHORS SHALL BE GROUND OUT, BACKGOUGED,
AND COVERED WITH GROUT.
EXISTING FIRE RISER ROOM. SEE WWYK160073 FOR
OVERALL DIMENSIONS AND AS-BUILT LOCATION.
TRASH
COMPACTOR
DOCK
25-KW
GENERATOR
NINE
RAMP
CHILLER ON
MEZZANINE
EQUIPMENT
ROOM
CANOPY COLUMNS,
TYP
2' - 6" (*) 30' - 3" (*) 30' - 11" (*)
2'
1"
18' - 4 1/2" (*) 1' - 6" (*) 15' - 1 1/2" (*) 8' - 6 1/2" (*) 12' - 11" (*) 8' - 6 1/2" (*) 15' - 0" (*) 20' - 0" (*) 18' - 9" (*) 2' - 0" (*) 19' - 3" (*) 20' - 0" (*)
321' - 11" (*) 11' - 0 3/4" (*)
/2
9'
1/ 2"
9'
1/
2"
/2
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SHEET NUMBER
SH
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
W W
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SD101
EX
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F R
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PL
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O
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TI
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1/8" = 1'-0"
EXISTING FIRST FLOOR FRAMING PLAN - DEMOLITION1
SD101
04/10/2026
P
PP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
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P
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P
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P
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P
P
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Q
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R
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R
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R
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R
R
R
R
2R
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R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
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R 3A
R1
S
SS
S
S
S
S
S
S
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S 1A
S1
S1
S
S 3A
S1
T
T
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T
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X
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X
X
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X
X
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X
X
X
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X
X
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Y
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Y
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Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
3A
Y
N
N
NN
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
3B
N
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P
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G
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G
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G
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F
F
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D
D
D
D
D
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D
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D
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D
D
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C
C
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C
C
C
C
C
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C
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C
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B
B
BB
B
B
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B
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B
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B
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B
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A
A
A
N
N
N
3B
R 1R
1AR1
Y
Y
M
M
M
K
K
K
L
I
H
5G
1F1 1F1
F
D1
1A
C1
C1
C1
C1
B
A
A
A
3AF1 4F1
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
BLOCKED
AHU-8
AHU-5
MO
AA
AHU-7
A A
M O
N
P
Q
R
S
T
T1
U
U1
W
W1
Y
X
S1
R1
M
L
K
J
I
H
G
F1
F
E1
E
D1
D
C1
C
B1
B
A1
A
1 1a 2 3 3a 3b 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53
1 1a 2 3 3a 4 5 6 7 8 9 10 11 12 13 14 15 16 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 5317
1 B-00001 FIRST FLOOR PLAN
0 30' 30' 60' 15'
WWYK140029
M
N
L
K
J
6 7 8 9 10 11 12 13 14 15 16 17 18
GENERAL NOTES:
1.
2.
3.
(*) INDICATES EXISTING DIMENSION TO BE
FIELD VERIFIED BY CONTRACTOR.
EXISTING BUILDING INFORMATION IS AS
INDICATED ON THE AS-BUILT DRAWINGS. THE
CONTRACTOR SHALL NOTIFY THE
CONTRACTING OFFICER OF ANY
DISCREPANCIES.
CONTRACTOR SHALL REVIEW AS-BUILT
DRAWINGS REPLACE TRANSFORMERS, BLDG 1
PROJECT NUMBER OC-216-1 DATED 17 JULY
1972, AND REPLACE POWER DISTRIBUTION
SYSTEM, LIGHTS AND AIR-CONDITIONING,
BUILDING 1 PROJECT NUMBER OC-9-9, DATED
19 MAY 1986 FOR EXISTING STRUCTURAL
INFORMATION. VERIFY ALL DIMENSIONS
SHOWN WITH EXISTING CONSTRUCTION AND
REPORT ANY DISCREPANCIES TO THE
CONTRACTING OFFICER.
KEYNOTES:
NEW EQUIPMENT PAD, SEE 1/S-002. COORDINATE
LOCATION WITH ELECTRICAL DRAWINGS.
EXISTING FIRE RISER ROOM. SEE WWYK160073 FOR
OVERALL DIMENSIONS AND AS-BUILT LOCATION.
x
TRASH
COMPACTOR
DOCK
25-KW
GENERATOR
NINE
RAMP
CHILLER ON
MEZZANINE
EQUIPMENT
ROOM
2' - 6" (*) 30' - 3" (*) 30' - 11" (*)
CANOPY COLUMNS,
TYP
2'
1"
TOP OF EXISTING
CONCRETE DOCK
EL. 0'-0"
18' - 4 1/2" (*) 1' - 6" (*) 15' - 1 1/2" (*) 8' - 6 1/2" (*) 12' - 11" (*) 8' - 6 1/2" (*) 15' - 0" (*) 20' - 0" (*) 18' - 9" (*) 2' - 0" (*) 19' - 3" (*) 20' - 0" (*)
21' - 11" (*) 11' - 0 3/4" (*)
/2
9'
1/ 2"
9'
1/
2"
/2
9'
5/
8"
6'
8"
12' - 1 1/4" (*)
/2
2'
1/ 4"
12' - 1 1/4" (*) 6' - 4 7/8" (*) 1'
6"
5'
2"
3'
9"
3' - 10" (*) 9 1/4" (*)
6' - 0" (*)
TI
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SHEET NUMBER
SH
EE
T
TI
TL
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AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
W W
YK
R
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LA
C
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SW
IT
C
H G
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D G
KEY PLAN
A
PR
IL
H D
R B
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C M
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S-101
EX
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TI
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G F
IR
ST
FL
O
O R
F R
AM
IN
G
PL
AN
N
EW
W O
R K
1/8" = 1'-0"
EXISTING FIRST FLOOR FRAMING PLAN - NEW WORK1
S-101
04/10/2026
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K L A
H O
M A
P R
O J E
C T
I N
F O
R M
A T
IO
N
D E
S
IG
N F
IL
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L O
C A
T
IO
N
R E
V
IS
IO
N
S
M A
R K
D E
S
IG
N G
R O
U P
D R
A W
N B
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C H
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K E
D B
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D E
S
IG
N E
D B
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D A
T E
D E
S C
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1 2 3 4 5
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D
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B
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M A
N A
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M E
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F O
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A T
IO
N
1 2 3 4 5
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D
C
B
A
IS
S
U E
D A
T E
SHEET NUMBER
S H
E E
T T
IT
L E
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
W W
Y K
R
E P
L A
C E
S W
IT
C
H G
E A
R
B L
D G
/1
/2
H D
R B
E S
K L E
G C
O R
N E
L L
G J A
G L O
W S
K I
E-001
E L E
C T
R
IC
A L
L E
G E
N D
A N
D A
B B
R E
V
IA
T
IO
N S
B
D
Y
T
C
F
C
J
C
J
S
S2
S3
S4P
SDM
SM
T
S
M
TV
M
VFD
3P
1200A
M
C
SPD
GFP
E
ES
E
E
E
ES
E
ES
E
ES
OS
SOS
IG
P
ELECTRICAL SYMBOLS LEGENDS AND ABBREVIATIONS
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
OV OVERRIDE SWITCH
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
∅ 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, LOW VOLTAGE, WALL MOUNTED, 4-SCREEN PRESET.
MOUNT 54" AFF
SWITCH, DIMMER, LOW VOLTAGE 0-10V. 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
CONTACTOR OR RELAY COIL. LETTER(S) INSIDE OF SYMBOL
MATCH CONTACTS CONTROLLED
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 CONNECTED
LIGHTING SYMBOLS LEGEND
RACEWAY, RISER UP
RACEWAY, RISER DOWN
THERMOSTAT BY MECHANICAL CONTRACTOR
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
FLUORESCENT/LED, SURFACE OR PENDANT, RECESSED
CEILING MOUNTED
FLUORESCENT/LED, WALL MOUNTED
NIGHT LIGHT, FLUORESCENT/LED FIXTURE WITH INTERGAL
EMERGENCY BALLAST
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
GROUND FAULT PROTECTION
VARIABLE FREQUENCY DRIVER
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" AFF
VERTICAL WIREMOLD
ISOLATED GROUND RECEPTACLE, DUPLEX, ORANGE TYPE. 20A,
120V, GROUNDING 2W+2G RECEPTACLE, NEMA 5-20R
OCCUPANCY SENSOR, CEILING MOUNTED.
MANUAL ON/INTEGRAL MANUAL DIMMING
PHOTOSENSOR, CEILING MOUNTED
GENERAL NOTES:
(APPLICABLE TO ALL ELECTRICAL SHEETS)
1. ALL WORKS SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH
TINKER AFB ELECTRICAL STANDARDS (JANUARY 2026)
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.
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
EPM ELECTRIC POWER METER
J
J
J
J
J
J
J
J
J
J
J
J
BREAK RM
COMM
CORRIDOR
BREAK RM
OPEN OFFICE
VENDING
OPEN
OFFICE
OPEN
OFFICE
MECH
ENTRY
--MOP SINK
1-PNL-33
F A
C P
RAMP
CHILLER ON
MEZZANINE
DOCK
DOCK
J
J
ELECT
OFFICE
A
ELEVATOR
M E
C H
ELEC
OFFICE
STORAGE
7 8 9 10 11 12 13 14 15 16 17 18
J
K
L
M
EXISTING OG&E XFMR
RE: E-601.
EXISTING 480V UNIT SUBSTATION
(UID-1-SWGSEC-5)
EXISTING 208V UNIT SUBSTATION B
(UID-B-1-SWGSEC-3)
T
M M
M
4 5
I
EXISTING
PANEL B-13
(UID #1-PNL-11)
T
1A 2
4 5
P
PANEL
HG1
EXISTING PANEL LPO
(UID #1-FA-801)
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K L A
H O
M A
P R
O J E
C T
I N
F O
R M
A T
IO
N
D E
S
IG
N F
IL
E
L O
C A
T
IO
N
R E
V
IS
IO
N
S
M A
R K
D E
S
IG
N G
R O
U P
D R
A W
N B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
D E
S C
R
IP
T
IO
N
1 2 3 4 5
E
D
C
B
A
M A
N A
G E
M E
N T
I N
F O
R M
A T
IO
N
1 2 3 4 5
E
D
C
B
A
IS
S
U E
D A
T E
SHEET NUMBER
S H
E E
T T
IT
L E
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
W W
Y K
R
E P
L A
C E
S W
IT
C
H G
E A
R
B L
D G
KEY PLAN
/1
/2
H D
R B
E S
K L E
G C
O R
N E
L L
G J A
G L O
W S
K I
ED401
E L E
C T
R
IC
A L
E N
L A
R G
E D
P L A
N S
D
E M
O L
IT
IO
N
1/8" = 1'-0" E-100
ELECTRICAL DEMO PLAN - ENLARGED DOCK4
1/8" = 1'-0" E-100
ELECTRICAL DEMO PLAN - ENLARGED ELECTRICAL CLOSET2
1/8" = 1'-0" E-100
ELECTRICAL DEMO PLAN - ENLARGED ELEVATOR ROOM1
GENERAL NOTES:
1. REFER TO ED-601 FOR DEMOLITION ONE-LINE
DIAGRAM FOR ADDITIONAL INFORMATION.
2. ALL DEMO WORK MUST BE PLANNED IN PHASES
TO MINIMIZE IMPACT TO PRODUCTION.
COORDINATE ALL WORK WITH OG&E AND THE
FACILITY USER GROUP. REFER TO E-100 FOR
PHASING PLAN.
3. THIS DRAWING WAS PREPARED FROM EXISTING
AS-BUILTS AND LIMITED ACCESS FOR FIELD
OBSERVATIONS AND VERIFICATIONS. FIELD VERIFY
EXISTING CONDITIONS AND UPDATE AS-BUILT
DRAWINGS FOR RECORD. SUBMIT RFIs TO
GOVERNMENT AND DOR IF THERE ARE ANY
DISCREPANCIES BETWEEN DRAWINGS AND
EXISTING SITE CONDITIONS FOR RESOLUTIONS.
4. UNLESS NOTED OTHERWISE, ALL EXISTING
EQUIPMENT TO REMAIN AND MAINTAIN NORMAL
OPERATION. REFER TO SPECIFICATION 26 20 00
FOR ADDITIONAL INFORMATION ON EXISTING TO
REMAIN EQUIPMENT
KEYED NOTES:
DISCONNECT POWER CONNECTION AND REMOVE
EXISTING 480V UNIT SUBSTATION WITH 480V
SWITCHGEAR ENCLOSURE, INCLUDING EXISTING
ASSOCIATED ELECTRICAL DEVICES, POWER
METERS, AND GROUNDING/BONDING TO
EXISTING BUILDING. REMOVE EXISTING MV
FEEDER BACK TO SOURCE.
DISCONNECT POWER CONNECTION AND REMOVE
EXISTING 208V UNIT SUBSTATION WITH 208V
SWITCHGEAR ENCLOSURE, INCLUDING EXISTING
ASSOCIATED ELECTRICAL DEVICES, POWER
METERS, AND GROUNDING/BONDING TO
EXISTING BUILDING. REMOVE EXISTING MV
FEEDER BACK TO SOURCE.
EXISTING 1500KVA OG&E TRANSFORMER TO
REMAIN IN PLACE FOR CONNECTION IN NEW
WORK.
EXISTING PANELBOARD MUST BE REPLACED IN
PLACE. DISCONNECT POWER CONNECTION AS
INDICATED ON DEMOLITION ONE-LINE DIAGRAM.
RETAIN ALL EXISTING BRANCH CIRCUITS BEING
FED FROM PANEL FOR RECONNECTION IN NEW
WORK.
DISCONNECT POWER CONNECTION TO EXISTING
TRANSFORMER AND REMOVE ALL PRIMARY AND
SECONDARY CONDUCTORS/CONDUITS TO
POWER SOURCE.
DISCONNECT POWER CONNECTION FROM
EXISTING 30KVA XFMR (UID #1XFMR-2). SEE
KEYED NOTE #5.
DISCONNECT EXISTING FEEDER. RETAIN FOR
RECONNECTION IN NEW WORK.
REMOVE CONDUCTORS AND RETAIN CONDUIT
CONNECTION. SEE DEMOLITION ONE-LINE, SHEET
ED601 FOR ADDITIONAL INFORMATION.
1/8" = 1'-0" E-100
ELECTRICAL DEMO PLAN - ELECTRICAL CLOSETS3
EXISTING 30KVA
TO ELEVATOR
D/S
(UID #1XFMR-2)
EXISTING PANEL
B-9
(UID #1-SWGSEC-2)
EXISTING 60A
DISCONNECT
SWITCH TO REMAIN
IN PLACE
EXISTING
30KVA XFMR
TO REMAIN IN
PLACE
8 (TYP)
(TYP)
NORTH BUS
UNDERGROUND PRIMARY FEEDER
SWITCHING STATION "A"
VAULT "A" #4
SOUTH BUS
UNDERGROUND PRIMARY FEEDER
4 POINT LOAD BREAK IN SUBSTATION "A"
200A
3 POINT LOAD BREAK IN SUBSTATION "A"
3 POINT LOAD BREAK
EXISTING 500 KVA XFMR
12.5 KV 208/120 V
LOCATED ON DOCK
AMMETER
WITH SELECTOR
SWITCH
D
Y
VOLTMETER
WITH SELECTOR
SWITCH
V
A
GFI
(EXISTING)
EXISTING 208V
UNIT SUBSTATION
(B-1-SWGSEC-3)
1200 AMP BUS
(EXISTING UNIT
SUBSTATION B)
S P
A R
E
S P
A R
E
PNL. LPO (EXISTING)
(UID #1-FA-801)
600A BUS
S P
A R
E
S P
A R
E
PANEL
"B3 & B3A"
PANEL
"B4 & B5"
T O
A C
U N
IT
S
PANEL
"B16"
PANEL
"B7"
T O
A C
U N
IT
S
T O
A C
U N
IT
S
PANEL
"B14"
PANEL
"B1"
PNL. B-9 (EXISTING)
(UID #1-SWGSEC-2)
600A BUS
EXISTING
30 KVA
XFMR
PANEL
"B4 & B5"
T O
A C
U N
IT
S
PANEL
"B16"
PANEL
"B7"
PANEL
"B8" S P
A R
E
PANEL
"B12"
PANEL
"B-13"
(UID #1-
PNL-11)
EXISTING 1000KVA
XFMR 12.5 KV 208/120 V
LOCATED ON DOCK
D
Y
VOLTMETER
WITH SELECTOR
SWITCH
V
AMMETER
WITH SELECTOR
SWITCH
A
GFI
(EXISTING)
EXISTING 480V
UNIT SUBSTATION
(UID-1-SWGSEC-5)
1600 AMP BUS
S P
A R
E
S P
A R
E
S P
A R
E
S P
A R
E
S P
A R
E
S P
A R
E
S P
A R
E
S P
A R
E
S P
A R
E
S P
A R
E
200 400 200
T-9 T-10 T-8 T-8
225 100
T-8
CHILLER
MOTOR CONTROL
CENTER MCC-1
T-6
225 100
T-8
EXISTING 60A
ELEVATOR D/S
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K L A
H O
M A
P R
O J E
C T
I N
F O
R M
A T
IO
N
D E
S
IG
N F
IL
E
L O
C A
T
IO
N
R E
V
IS
IO
N
S
M A
R K
D E
S
IG
N G
R O
U P
D R
A W
N B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
D E
S C
R
IP
T
IO
N
1 2 3 4 5
E
D
C
B
A
M A
N A
G E
M E
N T
I N
F O
R M
A T
IO
N
1 2 3 4 5
E
D
C
B
A
IS
S
U E
D A
T E
SHEET NUMBER
S H
E E
T T
IT
L E
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
W W
Y K
R E
P L A
C E
S W
IT
C
H G
E A
R
B L
D G
/1
/2
H D
R B
E S
K L E
G C
O R
N E
L L
G J A
G L O
W S
K I
ED601
E L
E C
T R
IC
A
L
O N
E -L
IN
E
D E
M O
L
IT
IO
N
NOT TO SCALE
ELECTRICAL ONE-LINE - DEMOLITION1
ED601
GENERAL NOTES:
1. UNLESS NOTED OTHERWISE, RETAIN EXISTING
DOWNSTREAM CONDUCTORS AND CONDUIT
FEEDING EXISTING-TO-REMAIN EQUIPMENT AS
SHOWN IN PLACE.
2. DISCONNECT AND REMOVE EXISTING MEDIUM
VOLTAGE FEEDER INCLUDING CABLES AND
CONDUITS BACK TO VAULT "A" AS SHOWN. CAP
AND ABANDON UNDERGROUND CONDUITS PER
TAFB ELECTRICAL STANDARDS.
3. TRACE AND VERIFY THE EXISTING BRANCH
CIRCUITS FEEDING FROM DEMOLISHED
PANELBOARDS AND EXISTING UNIT-SUBSTATIONS
AS SHOWN. CONFIRM AND PROVIDE CIRCUIT INDEX
DIRECTORIES PER SPECIFICATIONS.
4. ALL DEMO WORK MUST BE PLANNED IN PHASES
TO MINIMIZE IMPACT TO PRODUCTION.
COORDINATE ALL WORK WITH OG&E AND THE
FACILITY USER. REFER TO E-100 FOR PHASING
PLAN.
5. THIS DRAWING WAS PREPARED FROM EXISTING
AS-BUILTS AND LIMITED ACCESS FOR FIELD
OBSERVATIONS AND VERIFICATIONS. FIELD VERIFY
EXISTING CONDITIONS AND UPDATE AS-BUILT
DRAWINGS FOR RECORD.
6. UNLESS NOTED OTHERWISE, ALL EXISTING
EQUIPMENT AS SHOWN TO REMAIN. EXISTING
CIRCUIT BREAKERS AS INDICATED ARE 3-POLE.
KEYED NOTES:
REMOVE EXISTING CONDUCTORS AND CONDUITS.
REMOVE EXISTING CONDUCTORS. RETAIN
CONDUITS FOR RECONNECTION IN NEW WORK.
P
PP
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
R
R
RR
R
R
R
R
R
R
R
R
2R
1R1
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
3A
R1
S
SS
S
S
S
S
S
S
S
S
1A
S1
S1
S
S
3A
S1
T
T
TT
T
T
T
T
T
T
T
T
1A
T1
T1
T
T
3A
T1
U
U
UU
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
W
W
WW
W
W
W
W
W
W
W
W
1A
U1
U1
W
W
3A
U1
X
X
XX
X
X
X
X
X
X
X
X
1A
W1
W1 20
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
3A
W1
Y
Y
YY
Y
Y
Y
Y
Y
Y
Y
Y
1A
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
3A
Y
N
N
NN
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
3B
N
P
P
P
P
I
I
II
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
H
H
HH
H
H
H
H
H
H
H
H
H
H
H
H
H
H
H
G
G
GG
G
G
G
G
G
G
G4G
G1G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
F
F
FF
F
F
F
F
F
F
F
E1
E1
E1
F
F
F
F
3A
E1
E
E
EE
E
E
E
E
E
E
E
E
1A
D1
D1
E
E
E
E
D1
D
D
DD
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
C
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
B
B
BB
B
B
B
B
B
B
B
B1
1A
B1
B1
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B1
A
A
AA
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A 47
A1
A1
A
A
A
N
N
N
3B
R
1R
1AR1
Y
Y
M
M
M
K
K
K
L
I
H
5G
1F1 1F1
F
D1
1A
C1
C1
C1
C1
B
A
A
A
3AF1 4F1
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
SL I D I N G H AN GA R D OOR
BLOCKED
AHU-8
AHU-5
M
O
AA
AHU-7
A A
M O
STOCKROOM "E"STOCKROOM "D"
STOCKROOM "C"STOCKROOM "B"
EQU I P C AGE
EQU I P C AGE
OFFI C E
OFFI C E
OFFI C E
BRE AK AR EA
PRODUCTION
PRINTING
U
TI
L C
H
AS
E
STOR A GE
STOR A GE
STOCKROOM "A"
OFFI C E
SHEETMETAL TRAINING AREA
HOT AIR SOLDER TRAINING AREA
STOCKROOM "F"
STOCKROOM "G"
AB A N DON E D
EL E VA TOR
OFFICE
127 SF
OFFICE
124 SF
OFFICE
125 SF
C O
R R
S
F
VEST.
OFFICE
122 SF
OFFICE
122 SF
OFFICE
122 SFC
O
R R
S F
CONFERENCE
ROOM
151 SF
PSN
240 SF
OFFICE
100 SF
OFFICE
100 SF
OFFICE
100 SF
OFFICE
100 SF
OFFICE
79 SF
OFFICE
75 SF
OFFICE
107 SF
MEPS OPEN
OFFICE
1426 SF
CAC CARD OPEN
OFFICE
1702 SF
VEST.
61 SF
OFFICE
116 SF
OFFICE
120 SF
MPS OPEN
OFFICE
DLA ADMIN
OPEN OFFICE
OFFICE
CORRIDOR
OFFICE
105B
OFFICE
OFFICE
OFFICE
OFFICE
CORRIDOR
OFFICE
STORAGE
100A
CORRIDOR
PRINTING OFFICE
RECEPTION
OFFICE
OPEN
OFFICE
WOMANS
RESTRM
MENS
RESTRM
MENS
RESTRM
STORAGE
--ENTRY
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
EM
LAB
WOMANS
RESTRM
MENS
RESTRM
CONFERENCE/
BREAK RM
CONFERENCE RM
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
BREAK RM
C O
R R
ID
O
R
CORRIDOR
MEETING RM
IG WORKSPACE
CONFERENCE
STORAGE
STORAGE
STORAGE
CORRIDOR
EM
LAB
109A
EM
CONFERENCE
109B
EM
OPEN OFFICE
109C
EM
OPEN OFFICE
OPEN OFFICE
CLASS RM
EYE EXAM RM
113B
COMM
OFFICE
OFFICE
OFFICE
STORAGE
108X
ADC
WAITING RM
CORRIDOR
C O
R R
ID
O
R
420 SCM
OPEN OFFICE
OPEN OFFICE
EM
OPEN OFFICE
EM
OFFICE
CONFERENCE
OFFICE AREA
BREAK AREA
OFFICE
OFFICE
OFFICE
ELECT
OFFICE
OFFICE
72 ABW/XP
OPEN OFFICE
BREAK RM
COMM
CORRIDOR
BREAK RM
OPEN OFFICE
OPEN OFFICE
OPEN OFFICE
CORRIDOR
OFFICE
147A
OFFICE
147B
OPEN OFFICE
MECH
WOMAN
RESTRM
VACANT
STORAGE
WOMEN
RESTRM
147B
JANITOR
STG
STORAGE
WOMEN
RESTRM
BREAK
AREA
ELEC
MENS
RESTRM
JANITOR
CORRIDOR
ENTRY
PHONE
JANITOR
RECEPTION
ENTRY
COMM
CLOSET
115A
MEN
RESTRM
WOMENS
RESTRM
CORRIDOR
OFFICE
CONF
RM
CLOSET
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
STORAGE
OPEN
OFFICE
OPEN
OFFICE
OFFICE
OPEN
OFFICE
BREAK
AREA
OPEN
OFFICE
OFFICE
CONF RM
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
STORAGE
STORAGE
RECEPTION
CLOSET
ENTRY
MEN
RESTRM
WOMENS
RESTRM
STORAGE
VACANT
VACANT
BREAK RM
STORAGE
ICC
CONF RM
CORRIDOR
OPEN OFFICE
OFFICE
CORRIDOR
PARTS
STORAGE
VENDING
OPEN
OFFICE
OPEN
OFFICE
M E
C H
ELEC
MECH
W O
M E
N 'S
MEN'S
CORRIDOR
ENTRY
ENTRY
MECH
ENTRY
SERVER RM
OFFICE
MICROFICHE
LAB
MECHANICAL
VACANT
LAB
SERVER
ROOM
OFFICE
CONF RM
OFFICE
OFFICE
OFFICE
108 OFFICE
STORAGE
CORRIDOR
OFFICE
C O
F F
E E
4 OFFICE
OFFICE
COPY
AREA
101 ENTRANCE
OFFICE
OFFICE
OFFICE OFFICECOMM
OFFICE
OFFICE OFFICE
MECH
HALLWAY
VAULT
STORAGE
STORAGE
OFFICE
OFFICE
OFFICE
BREAK RM
CLASS RM
CLASS RM
OFFICE
OFFICE
OFFICE
CLASS RM
CLASS RM
CLASS RM
CLASS RM
CLASS RM
CLASS RM
OFFICE
STORAGE
MECH
OFFICE
CLASS RM
CLASS RM
OFFICE
F
IN
N A
N C
E C
U S
T O
M E
R S
V C
A R
E A
FINANCE
WAITING RM
OFFICE
QA
OFFICE
OFFICE
CLASS RM
CLASS RM
VAULT
OFFICE
-- OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OPEN
OFFICE
T.O LIBRARY
AREA
T.O LIBRARY
OFFICE
TRAINING
STORAGE
INSTRUCTORS
OPEN OFFICE
STORAGE
CLASS RM
D
CURRICULUM DEV
OPEN OFFICE
CONFERENCE RM
STORAGE
STORAGE
COMM
CLASS RM
E
CLASS RM
F
WOMEN
RESTRM
MEN
RESTRM
SINK
HALLWAY
OPEN
OFFICE
OFFICE
ENTRY
RECEPTION
OFFICE
OFFICE
STORAGE
CORRIDOR
OFFICE
MECH
OPEN
OFFICE
OFFICE
OFFICE
OFFICE
CLASS RM
BREAK AREA
OPEN
OFFICE
MECH
MOP SINK
VITA
OFFICE
OPEN
OFFICE
MEN
RESTRM
WOMEN
RESTRM
-- MEN
RESTRM
STORAGE
OFFICE
VACANT
STORAGE
ELEC
CLASS RM
G
CLASS RM
H
COMM
OPEN
OFFICE
JANITOR
C O
R R
ID
O
R
OPEN
OFFICE
RECORDS
STORAGE
W W YK140029
1-PNL-33
1-PNL-32
FACP
1-FA-2
F A
C P
-P
N L
-3
RAMP
CHILLER ON
MEZZANINE
DOCK
DOCK
1A 2
3A
6 7
13 14 15
17 18 19 20
B1
22 23 24 25 26 27
28 29 30 31
32 33 34 35
38 39
41 42
43 44 45 46
50 51 52 53
A
A1
B
C
C1
D
D1
E
E1
F
Q
G
H
I
J
K
L
M
N
P
O
R
R1
S
S1
T
T1
U
U1
W
W1
X
Y
ED401
E-401
ED401
E-401
ED401
E-401
E-401
ED401
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K L A
H O
M A
P R
O J E
C T
I N
F O
R M
A T
IO
N
D E
S
IG
N F
IL
E
L O
C A
T
IO
N
R E
V
IS
IO
N
S
M A
R K
D E
S
IG
N G
R O
U P
D R
A W
N B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
D E
S C
R
IP
T
IO
N
1 2 3 4 5
E
D
C
B
A
M A
N A
G E
M E
N T
I N
F O
R M
A T
IO
N
1 2 3 4 5
E
D
C
B
A
IS
S
U E
D A
T E
SHEET NUMBER
S H
E E
T T
IT
L E
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
W W
Y K
R
E P
L A
C E
S W
IT
C
H G
E A
R
B L
D G
KEY PLAN
/1
/2
H D
R B
E S
K L E
G C
O R
N E
L L
G J A
G L O
W S
K I
E-100
E L
E C
T R
IC
A
L O
V E
R A
L L P
L A
N
1" = 40'-0"
ELECTRICAL OVERALL PLAN1
E-100
PHASING NOTES:
THE FOLLOWING PHASING PLAN IS A GENERAL
SEQUENCING PLAN THAT IS NOT DEEMED TO BE FINAL.
THE CONTRACTOR AND THEIR SUBS MUST PREPARE
THEIR OWN OPERATIONS PLAN AND PHASING PLAN
VALIDATING AND CONFIRMING SEQUENCING AND
TIMELINES THAT WILL ALLOW THE WORK TO BE
COMPLETED IN A LIMITED AMOUNT OF TIME DURING
PLANNING OUTAGES. CONTRACTOR WILL BE
RESPONSIBLE TO PLAN AND COORDINATE WITH THE
CONTRACTING OFFICER, BASE CE, OG&E, AND ANY
OTHER PARTY AS NECESSARY TO ENSURE ALL WORK
IS ACCOMPLISHED IN A TIMELY FASHION AT A TIME
THAT WORKS FOR ALL PARTIES. PHASE NUMBER:
1. DISCONNECTING AND REMOVING EXISTING 480V
UNIT SUBSTATION, INCLUDING MV FEEDERS BACK
TO POWER SOURCE. DISCONNECTING ALL
EXISTING FEEDERS DISTRIBUTING POWER INTO
THE BUILDING AND BEING FED FROM THE EXISTING
UNIT SUBSTATION. RETAIN
CONDUCTORS/CONDUITS FOR RECONNECTION IN
NEW WORK. PROVIDE TEMPORARY POWER DURING
EQUIPMENT REPLACEMENT. PROVIDING,
INSTALLING AND CONNECTING NEW 480V
SWITCHGEAR (UID-1-SWGSEC-5) TO THE
SECONDARY SIDE OF NEWLY INSTALLED 1500KVA
OG&E TRANSFORMER. ALL POWER CONNECTIONS
TO THE SECONDARY SIDE OF THE TRANSFORMER
WILL BE COORDINATED WITH OG&E. CONTRACTOR
MUST ROUTE SECONDARY FEEDERS ABOVE
GROUND AND OVERHEAD TO CANOPY AND ALONG
THE SIDE OF THE BUILDING EXTERIOR WALL.
RECONNECTING ALL EXISTING DISTRIBUTION
FEEDERS TO NEW 480V SWITCHGEAR (UID-1-
SWGSEC-5). TEST AND ENSURE ALL EXISTING
LOADS RETURN TO ORIGINAL OPERATION.
2. DISCONNECTING AND REMOVING EXISTING 208V
UNIT SUBSTATION, INCLUDING MV FEEDERS BACK
TO PANEL SOURCE. DISCONNECTING ALL EXISTING
FEEDERS DISTRIBUTING POWER INTO THE
BUILDING AND BEING FED FROM THE EXISTING UNIT
SUBSTATION. RETAIN CONDUCTORS/CONDUITS
FOR RECONNECTION IN NEW WORK. PROVIDE
TEMPORARY POWER DURING EQUIPMENT
REPLACEMENT. PROVIDING AND INSTALLING
500KVA (480V-208V/120Y) STEP-DOWN
TRANSFORMER AND NEW 208V SWITCHGEAR (UID-
B-1-SWGSEC-3). CONNECTING TRANSFORMER TO
NEW 480V SWITCHGEAR (UID-1-SWGSEC-5) AND TO
NEW 208V SWITCHGEAR (UID-B-1-SWGSEC-3).
RECONNECTING EXISTING DISTRIBUTION FEEDERS
TO NEW 208V SWITCHGEAR. TEST AND ENSURE ALL
LOADS RETURN TO ORIGINAL OPERATION.
3. DISCONNECTING TWO (2) EXISTING 600A
PANELBOARDS , PANEL B-9 (UID #1-SWGSEC-2) AND
PANEL LPO (UID #1-FA-801), INCLUDING OUTDATED
SUB-FED PANELBOARD, PANEL B-13 (UID #1-PNL-11).
REMOVE CONDUCTORS BACK TO PANEL SOURCE.
RETAIN CONDUITS FOR RECONNECTION IN NEW
WORK. PROVIDING AND INSTALLING TWO (2) 600A
PANELBOARDS, PANEL B-9 (UID #1-SWGSEC-2) AND
PANEL LPO (UID #1-FA-801), INCLUDING PANEL B-13
(UID #1-PNL-11) AT THEIR ORIGINAL LOCATIONS.
RECONNECTING ALL EXISTING BRANCH CIRCUITS
TO NEW REPLACEMENT PANELBOARDS. PROVIDING
NEW CONDUCTORS FOR REPLACEMENT
PANELBOARDS AND ROUTED VIA EXISTING
CONDUITS. TEST AND ENSURE ALL NEW AND
EXISTING EQUIPMENT OPERATE PROPERLY.
4. DISCONNECTING AND REMOVING THE EXISTING
30KVA STEP-UP TRANSFORMER (UID #1XFMR-2).
THE STEP-UP TRANSFORMER IS CURRENTLY
FEEDING EXISTING 60A/480V DISCONNECT SWITCH
FOR ELEVATOR. REMOVE CONDUCTORS AND
CONDUITS BACK TO PANEL, PANEL B-9 (UID #1-
SWGSEC-2). RE-FEED EXISTING 60A DISCONNECT
SWITCH (480V) FROM ELEVATOR MACHINE ROOM
AND CONNECT TO NEW 480V SWITCHGEAR (UID-1-
SWGSEC-5). TEST AND ENSURE THE ELEVATOR
MACHINE RETURNS TO ORIGINAL OPERATION.
J
J
J
J
J
J
J
J
J
J
J
J
COMM
MECH
MEN'S
1-PNL-33
RAMP
CHILLER ON
MEZZANINE
DOCK
DOCK
4 5
ELECT
OFFICE
A
ELEVATOR
M E
C H
ELEC
OFFICE
STORAGE
7 8 9 10 11 12 13 14 15 16 17 18
J
K
L
M
E-501
E-501
F R
O N
T
B A
C K
F R
O N
T
B A
C K
EXISTING OG&E XFMR
RE: E-601.
3' - 0"
3' - 0"
208V-ROCP-1
480V-ROCP-2
480V-ROCP-1
/2
12' - 1 1/4"
4' - 10"
4'
/8
12' - 1 1/4"
9'
/8
3'
0"
UNISTRUT RACK-MOUNTED
EQUIPMENT
CONCRETE FOUNDATION,
REFER TO STRUCTURAL
DETAIL.
CONCRETE FOUNDATION,
REFER TO STRUCTURAL
DETAIL.
4' - 0"
ROUTE SECONDARY
UNDERGROUND SERVICE TO
EXTERIOR WALL-MOUNTED
PULL-BOX.
ROUTE SECONDARY ELECTRICAL
SERVICE OVERHEAD. 7 SETS OF 4"C.
SEE ONE-LINE E-601.
CONDUITS ROUTING ON SURFACE OF
EXTERIOR BUILDING WALL. SEE
TINKER AFB ELECTRICAL STANDARD
FOR ADDITIONAL REQUIREMENTS.
4 5
I
1A 2
EXISTING 60A
ELEVATOR
D/S
4 5
P
T
IN
K E
R A
IR
F
O R
C E
B A
S E
O
K L A
H O
M A
P R
O J E
C T
I N
F O
R M
A T
IO
N
D E
S
IG
N F
IL
E
L O
C A
T
IO
N
R E
V
IS
IO
N
S
M A
R K
D E
S
IG
N G
R O
U P
D R
A W
N B
Y
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
D E
S C
R
IP
T
IO
N
1 2 3 4 5
E
D
C
B
A
M A
N A
G E
M E
N T
I N
F O
R M
A T
IO
N
1 2 3 4 5
E
D
C
B
A
IS
S
U E
D A
T E
SHEET NUMBER
S H
E E
T T
IT
L E
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
W W
Y K
R E
P L A
C E
S W
IT
C
H G
E A
R
B L
D G
KEY PLAN
/1
/2
H D
R B
E S
K L E
G C
O R
N E
L L
G J A
G L O
W S
K I
E-401
E L E
C T
R
IC
A L
E N
L A
R G
E D
P L A
N S
N E
W W
O R
K
1/8" = 1'-0" E-100
ELECTRICAL PLAN - ENLARGED DOCK4
1/8" = 1'-0" E-100
ELECTRICAL PLAN - ENLARGED ELECTRICAL CLOSET2
1/8" = 1'-0" E-100
ELECTRICAL PLAN - ENLARGED ELEVATOR ROOM1
GENERAL NOTES:
1. REFER TO E-601 FOR NEW WORK ONE-LINE
DIAGRAM FOR ADDITIONAL INFORMATION.
2. ALL NEW WORK MUST BE DONE IN PHASES
COORDINATED WITH THE FACILITY USER GROUP.
REFER TO E-100 FOR PHASING PLAN DETAILS.
3. COORDINATE PLACEMENT OF ELECTRICAL
EQUIPMENT WITH OTHER DISCIPLINES PRIOR TO
ROUGH-IN.
KEYED NOTES:
PROVIDE NEW 480V SWITCHGEAR ENCLOSURE.
RECONNECT EXISTING FEEDER-TO-REMAIN AND
LINE UP WITH THE SWITCHGEAR DISTRIBUTION
SECTION AS REQUIRED FOR RECONNECTION.
PROVIDE 480V-208Y/120V TRANSFORMER AND
MAKE CONNECTION TO 480V SWITCHGEAR AFTER
EQUIPMENT RUNNING.
PROVIDE 208V SWITCHGEAR ENCLOSURE AND
MAKE CONNECTION TO 500KVA TRANSFORMER
AFTER EQUIPMENT IS RUNNING. RECONNECT
EXISTING FEEDER-TO-REMAIN AND LINE UP WITH
THE SWITCHGEAR DISTRIBUTION SECTION AS
REQUIRED FOR RECONNECTION.
PROVIDE REMOTE OPERATIONAL BREAKER
ENCLOSURE FOR 480V AND 208V BREAKERS
HOUSED IN SWITCHGEAR ENCLOSURES.
COORDINATE WITH MANUFACTURER FOR EXACT
SIZE AND DIMENSION AND ADDITIONAL
REQUIREMENTS SUCH AS CLEARANCES AND
INSTALLATIONS. REFER TO SHEET E-501 FOR
REMOTE OPERATIONAL BREAKER ENCLOSURE
ELEVATIONS.
EXISTING 1500KVA OG&E 480V TRANSFORMER TO
FEED NEW 480V SWITCHGEAR ENCLOSURE TO
REMAIN.
CONNECT EXISTING ELEVATOR…
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