ATTACHMENT 19 - FSB2020-332-00 - WI-ANG - B400 AMXS - Type B-3 Addendum 002 COMBINED DRAWINGS.pdf

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SB501

B3

C1

SB501

C3

SB501

A1

SB501

SB501

A3

SB501

A5

10'-0"

'-0

NEW ANTENNA

TOWER

FOUNDATION

(OLI 1)

SB501

C4

TYP

75'-0" TALL ANTENNA

TOWER SHALL BE

GALVANIZED STEEL

CONSTRUCTION,

INCLUDING ICE

BRIDGE FROM

TOWER TO SECOND

FLOOR OF BUILDING

(OLI 1)

REFER CIVIL

DEMO EXISTING 5" SLAB AND PARACHUTE TOWER

FOUNDATION FOR NEW FOOTINGS AND COLUMNS

RETROFIT NEW ELEVATOR PIT AND CMU SHAFT

UNDERPIN W/ HELICAL PIERS BEFORE

EXCAVATING BELOW EXISTING FOOTING.

PROVIDE PIERS ALONG EXISTING FOOTING AT

EXCAVATION LOCATION W/ A CAPACITY OF 2,800

LBS PER LINEAR FOOT. ABANDON IN PLACE. GC IS

RESPONSIBLE FOR OBTAINING AN APPROPRIATE

PIER DESIGN BASED ON THE CAPACITY LISTED

ABOVE.

SUMP PIT 24"x24"x18" DEEP. GC TO COORD

LOCATION WITH ELEVATOR EQUIPMENT AND

PLUMBING

REPLACE DEMOLISHED SLAB WITH 5" CONC SLAB

W/ #4 AT 16" O.C. E.W. OVER VAPOR RETARDER

OVER 6" GRANULAR FILL (TYPICAL FIRST FLOOR

REPAIR)

8" FULLY GROUTED CMU NON-SHEARWALL W/

VERTICAL REINFORCING (1) #5 AT 24" OC

CENTERED AND BOND BEAM REINF W/ (1) #5 CONT

AT BOTTOM OF WALL, TOP OF WALL AND EVERY

SIXTH COURSE.

FOUNDATION PLAN NOTES

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

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SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

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FOUNDATION AND SLAB PLAN

SB101

TJD

BNF

BNF

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

FOUNDATION AND SLAB PLANA1

N

0 4' 8' 16'

1/8" = 1'-0"

PLAN

NORTH

1 ADDENDUM 1 05/02/2022

2 ADDENDUM 2 05/06/2022

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IS C O NS IN

P R

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S S I O N A L

E N G

I N E

E R

GENE O.

BROWN

E-47748

OKLAHOMA CITY

OK

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D1

SF502

D3

SF502

A1

SF502

C1

SF503

C3

SF503

BUILDING

ROOF LEVEL

ELEVATOR

ROOF LEVEL

BUILDING

ROOF LEVEL

ELEVATOR

ROOF LEVEL

FRAMING PLAN NOTES

REINFORCE EXISTING ROOF BEAM AT NEW

MECH UNITS, REFER C4/SF502.

NEW BEAM AND STEEL DECK ROOF OVER

ELEVATOR SHAFT APPROXIMATELY 3'-0" ABOVE

EXISTING ROOF

NEW CMU ELEVATOR SHAFT EXTENDS UP

THROUGH EXISTING ROOF

CUT ENDS OF EXISTING ROOF PURLINS AND

SUPPORT ON NEW CMU SHAFT WALL

NEW STEEL BEAMS AND STEEL DECK ROOF TO

INFILL OPENING

CUT EXISTING AND FRAME AROUND NEW

SKYLIGHT OPENING PER DETAIL D1/S-002,

REFER ARCH FOR SIZE AND LOCATION

MECHANICAL UNITS, REFER MECH

APPROX. FALL ARREST RAIL LOCATIONS,

BOTTOM OF STEEL ELEVATION = 125'-0"

SPREADER BEAMS BETWEEN HANGAR TRUSSES

AS NEEDED BY FALL ARREST PROVIDER

SF502

C4

EXISTING DRAFT

CURTAIN, TYP

EXISTING

ARCHED TRUSS, TYP

SF502

B5

SF502

A3

W 6X

NEW

OPERABLE

PARTITION

SUPPORT

BEAM

SF502

D4

TYP

9 TYP

7 TYP

75'-0" TALL ANTENNA

TOWER AND ICE

BRIDGE FROM TOWER

TO SECOND FLOOR

OF BUILDING, REFER

ARCH FOR ELEVATION

(OLI 1)

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

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SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

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ROOF FRAMING PLAN

SF102

TJD

BNF

BNF

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

ROOF FRAMING PLANA1

N

0 4' 8' 16'

1/8" = 1'-0"

PLAN

NORTH

1 ADDENDUM 1 05/02/2022

2 ADDENDUM 2 05/06/2022

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S S I O N A L

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GENE O.

BROWN

E-47748

GROUND FLOOR

100'-0"

SECOND FLOOR

112'-6"

ROOF

122'-2"

ABCFGHIJKLMPQR

1 1

24 24 24 14 1 1 1

GROUND FLOOR

100'-0"

SECOND FLOOR

112'-6"

ROOF

122'-2"

14 13 12 11 10 9 8 7 6 5 4 3 2 1 17 16 15

242424

24 14

14 14 1432321 132

GROUND FLOOR

100'-0"

SECOND FLOOR

112'-6"

ROOF

122'-2"

A B P Q R

GENERAL NOTES

A. REPAIR EXISTING CONSTRUCTION AS REQUIRED

TO MATCH ADJACENT CONSTRUCTION IN

QUALITY, SIZE, TEXTURE, AND FINISH WHERE

DAMAGED BY CONTRACTOR PERFORMING

DEMOLITION WORK.

B. COORDINATE THE DISCONNECT OF ANY

ELECTRIC, GAS, WATER, OR OTHER UTILITIES

SERVICING ANY EXISTING EQUIPMENT THAT IS

PART OF THE RENOVATION

C. UNLESS OTHERWISE NOTED ON THE DRAWINGS,

WHERE REMOVAL OF AN ITEM IS CALLED FOR,

THE CONTRACTOR SHALL DISPOSE OF OFF SITE.

D. WHERE AN ITEM IS CALLED OUT TO BE REMOVED

AND SALVAGED, THE CONTRACTOR SHALL

REMOVE IT UNDAMAGED, STORE, AND REINSTALL

IT IN ITS NEW LOCATION, INCLUDING ANY

REQUIRED SUPPORTS, NEW HARDWARE,

UTILITIES, OR REFINISHING.

E. WHERE ELECTRICAL WIRES AND / OR CONDUIT

ARE TO BE REMOVED, PATCH EXISTING HOLES AS

REQUIRED TO MACH ADJACENT FINISH SURFACE.

F. WHERE EXISTING CONCRETE FLOOR SLABS ARE

TO BE DEMOLISHED, THE SLABS SHALL BE SAW

CUT BEFORE REMOVAL. CORE A 2" DIAMETER

HOLE AT EACH CORNER OR PERIMETER SO THAT

SAWCUT CAN EXTEND INTO THE CORED HOLE

PREVENTING OVER CUT. DO NOT OVER CUT AT

THE CORNERS.

G. IN CONDITIONS WHERE A WALL TO BE

DEMOLISHED MEETS A WALL THAT IS TO REMAIN,

PATCH AND REPAIR AND FINISH THE REMAINING

WALL TO MATCH THE NEW CONSTRUCTION.

H. WHERE MECHANICAL EQUIPMENT AND

ACCESSORIES HAVE BEEN REMOVED ON

ROOFTOPS AND WALLS, PATCH HOLES AS

REQUIRED TO MATCH ADJACENT MATERIAL(S),

QUALITY, AND FINISH SURFACE.

I. WALLS/CEILINGS TO BE DEMOLISHED THAT

CONTAIN RECEPTACLES/LIGHTS FIXTURES SHALL

BE DE-ENERGIZED. DISCONNECT & REMOVE

RECEPTACLE/LIGHT FIXTURE, REMOVE

CONDUIT/RACEWAY AND CONDUCTORS BACK TO

READILY AVAILABLE JUNCTION BOX LOCATED

ABOVE CEILING. WHERE JUNCTION BOXES ARE

NOT AVAILABLE, DEMO BACK TO SOURCE.

J. WALLS WITH DATA OUTLETS TO BE DEMOLISHED

SHALL HAVE CABLING AND RACEWAYS

DEMOLISHED BACK TO SOURCE.

K. REMOVE ALL EXISTING FLOOR FINISHES AND

PREP FOR NEW FINISHES PER MANF

REQUIREMENTS.

SHEET KEYNOTES

1. DEMOLISH EXTERIOR SINGLE DOOR.

2. DEMOLISH EXTERIOR DOUBLE DOOR.

3. DEMOLISH INTERIOR SINGLE DOOR.

4. DEMOLISH INTERIOR DOUBLE DOOR.

5. DEMOLISH EXTERIOR CMU WALL.

6. DEMOLISH INTERIOR PARTITION.

7. DEMOLISH WATER CLOSET.

8. DEMOLISH TOILET PARTITIONS.

9. DEMOLISH URINAL.

10. DEMOLISH URINAL PARTITIONS.

11. DEMOLISH RESTROOM SINK.

12. DEMOLISH OPEN SHOWER.

13. APPROXIMATE AREA TO SAW-CUT AND

DEMOLISH FLOOR FOR NEW ELEVATOR.

14. DEMOLISH EXTERIOR WINDOW.

15. DEMOLISH INTERIOR WINDOW.

16. DEMOLISH MOP SINK.

17. DEMOLISH COUNTER TOP AND CABINETS.

18. DEMOLISH SINK.

19. DEMOLISH STAIRS.

20. DEMOLISH OPENING IN EXISTING WALL TO

ACCOMMODATE NEW DOOR & FRAME REFER

DOOR SCHEDULE FOR OPENING SIZE. REFER

FLOOR PLAN FOR LOCATION.

21. DEMOLISH FLOOR TILE.

22. NOT USED

23. DEMOLISH LOAD BEARING CMU CONCRETE

AND ROOF ABOVE TOWER.

24. DEMOLISH EIFS VENEER FROM EXISTING

EXTERIOR WALL TO FACE OF BRICK FACADE.

BRICK FACADE SHALL BE CLEANED OF ANY

RIGID INSULATION AND ANCHOR SYSTEMS.

25. DEMO EXTERIOR CMU WALL TO

ACCOMMODATE NEW WINDOW.

26. DEMOLISH EXTERIOR OVERHEAD DOOR.

27. REMOVE ALL EXISTING FLOOR FINISH PAINT

STRIPING FOR NEW FINISHES.

28. DEMO EXISTING MEZZAININE IN IT'S ENTIRITY.

29. REMOVE EXISTING INTERIOR SIGNAGE ON

WALLS. PROTECT AND STORE FOR

REINSTALLATION.

30. DEMOLISH EXISTING FOLDING PARTION AND

TRACK.

31. DEMOLISH INTERIOR OVERHEAD DOOR.

32. DEMO MECH LOUVER/EXHASUT AND INFILL

WALL.(C4/A-500)

GROUND FLOOR

100'-0"

SECOND FLOOR

112'-6"

ROOF

122'-2"

1413121110987654321171615

24 14

252525

32 32

1 32

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

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SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

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BUILDING ELEVATIONS -

DEMOLITION

AD200

JBC

WFJ

BDR

SCALE: 3/32" = 1'-0"

SOUTH ELEVATION DEMOLITIONC1

SCALE: 3/32" = 1'-0"

WEST ELEVATION DEMOLITIONB1

SCALE: 3/32" = 1'-0"

NORTH ELEVATION DEMOLITIONA4

8' 24'16'0

3/32" = 1'-0"

SCALE: 3/32" = 1'-0"

EAST ELEVATION DEMOLITIONA1

1 ADDENDUM 2 05/06/2022

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IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

RUNNER CHANNEL

SCHEDULED FRAME

SCHEDULED DOOR

EXTEND GYP BD @

RATED PARTITION

PARTITION TYPE

PER FLOOR PLANS

CONT SEALANT,

BOTH SIDES

CONT SEALANT, BOTH SIDES HM FRAME

DOUBLE JAMB STUDS AT ALL

JAMBS (CLIP TOGETHER AT

12" OC VERT) JAMB ANCHORS,

3 PER JAMB MIN.

PERPENDICULAR

PARTITION PER PLAN

LOW EXPANSION FOAM FILL

SCHEDULED DOOR

4" TYP.

SCHEDULED DOOR,

PROVIDE 1/2" UNDERCUT

SCHEDULED

FRAME BEYOND

EDGE OF FOUNDATION

ALUMINUM OFFSET

SADDLE THRESHOLD

INSTALL IN FULL BED

OF SILICONE SEALANT

OFFSET T.O. SIDEWALK 1/4"

FROM T.O. FOUNDATION

EXPANSION MATERIAL

SLOPE

INVERTED ALUMINUM DOOR

SHOE WITH RAIN DRIP

TERMINATE

FLOORING AT

THRESHOLD EDGE

LANDING 1:50 MAX

SIDEWALK 1:20 MAX

SCHEDULED DOOR

CMU BOND BEAM

GROUT FILL

CONT SEALANT,

BOTH SIDES

HM FRAME

HM FRAME

EXISTING CMU WALL

GROUT FILL

CONT SEALANT,

BOTH SIDES

SCHEDULED DOOR

FRAME ANCHORS,

3 PER JAMB MIN.

OVERHEAD COILING

DOOR JAMB GUIDES

STEEL ANGLEOVERHEAD

COILING DOOR

EXPANSION

ANCHOR BOLT

EXISTING CMU

WALL

OVERHEAD

COILING DOOR

OVERHEAD COILING

DOOR JAMB GUIDES

OVERHEAD COILING

DOOR HOOD

CMU BOND BEAM

ELEV:

HEADER HEIGHT

EXISTING CMU

WALL

ADD STEEL LINTELS

EA SIDE IF BOND

BEAM IS NOT

EXISTING, RE:

STRUCTURAL

EIFS, R-16

VAPOR BARRIER /

DRAINAGE BACK

STEEL LINTEL, RE:

STRUCTURAL

HEAD FLASHING

SCHEDULED DOOR FRAME

SCHEDULED DOOR

CONT. SEALANT

BOTH SIDES

EXISTING BRICK & MASONRY

WALL

GROUT FILL

CONT. SEALANT

5/8" GYP. BD.

NEW WALL FURRING

RE: FLOOR PLAN

BACKER ROD & SEALANT

5/8" GYP. BD.

REFER FLOOR PLAN FOR

STUD SIZE

CONT. SEALANT

SCHEDULED DOOR FRAME

SCHEDULED DOOR

GROUT FILL

EIFS, R-16

VAPOR BARRIER /

DRAINAGE BACK

EXISTING BRICK MASONRY WALL

FRAME ANCHORS

CONT. SEALANT

1/

2"

REVEAL

8"

EXISTING

BRICK WALL

EIFS, R-16

2" INSULATION W/ EIFS FINISH

EXISTING WINDOW

BACKER ROD & SEALANT EA. SIDE

EXISTING CFMF

W/ BATT INSULATION

EXISTING STEEL LINTEL,

PER STRUCTURALSCHEDULED

CEILING

SCHEDULED

PARTITION

5/8" GYP. BD.

VAPOR BARRIER /

DRAINAGE BACK

3/4" PLWD

EXT SHEATHING

M

AT

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E

XI

ST

IN

G

FRAME MOUNTED SUN SHADE

FLASHING

PREFINISHED MTL WEEP FLASHING

EXISTING STONE SILL AND WALL

EIFS, R-16

1" EIFS

2X6 WD STUD FRAMING W/

BATT INSULATION

3/4" PLYWD VAPOR BARRIER / DRAINAGE BACK

CONT. DRAINAGE WEEP

CONT. SEALANT

SCHEDULED WINDOW

BACKER ROD & SEALANT

EA. SIDE

SCHEDULED

PARTITION

5/8" GYP. BD

TAPER NEW INSULATION UNDER

CAST STONE SILL, TYP.4"

M

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XI

ST

IN

G

BACKER ROD & SEALANT

SOLID SURFACE SILL

W/ EASED EDGES,

RE: INTERIORS A-602

1/2"

8" 2"

3"

WINDOW AS SCHEDULED

BACKER ROD & SEALANT

EA. SIDE

EXISTING BRICK WALL

EIFS, R-16SCHEDULED

PARTITION

5/8" GYP. BD.

CONT. CAULK

VAPOR BARRIER / DRAINAGE BACK

CONT. WEEP FLASHING

EXTRUDED ALUMINUM TO MATCH

WINDOW SYSTEM FRAMING

SNAP COVER

(CONCEALS FASTENERS)

COMPRESSIBLE GASKET

EXISTING

WINDOW

SYSTEM

R E:

F

LO

O R

P

LA

N S

PA

R

TI

TI

O N

CONT SEALANT, BOTH SIDES

DOUBLE JAMB STUDS TYP

AT ALL JAMBS (CLIP

TOGETHER AT 12" OC VERT)

ALUMINUM

WINDOW

SYSTEM

R E:

F

LO

O R

P

LA

N S

PA

R

TI

TI

O N

2"

4 1/2"

1/

2"

6"

3/8" 2"

HEAD/SILL

INSULATED

OUTSIDE GLAZING

JAMB

INSULATED

OUTSIDE GLAZING

HEAD/JAMB/SILL

INT 1/4" GLZ

SHIM AS REQUIRED

@ EXT: LOW EXPANSION FOAM FILL

IN PERIMETER FRAME JOINT CAVITY

@INT: SHIM AS REQUIRED

8"

EXISTING

BRICK WALL

EIFS, R-16

2" INSULATION W/ EIFS FINISH

CFMF

W/ BATT INSULATION

EXISTING STEEL LINTEL,

PER STRUCTURALSCHEDULED

CEILING

SCHEDULED

PARTITION

5/8" GYP. BD.

VAPOR BARRIER /

DRAINAGE BACK

3/4" PLWD

EXT SHEATHING

VAPOR BARRIER /

DRAINAGE BACK

R O

U G

H O

P E N

IN

G

EX

IS

TI

N

G L

O U

VE

R

EXISTING

STEEL

ANGLES, PER

STRUCTURAL

6" CFMF

CHANNEL

6" CFMF

CHANNEL

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

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SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

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C

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54321

FSB2020-332-00

NWC

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5/5/2022 10:01: 29 AM

DOOR AND WINDOW DETAILS

A-500

JBC

BDR

WFJ

SCALE: 3" = 1'-0"

HEAD DETAILA1

SCALE: 3" = 1'-0"

JAMB DETAILB1

SCALE: 3" = 1'-0"

SILL DETAILD4

SCALE: 3" = 1'-0"

HEAD DETAILA2

SCALE: 3" = 1'-0"

JAMB DETAILB2 SCALE: 3" = 1'-0"

JAMB DETAILB4

SCALE: 3" = 1'-0"

HEAD DETAILA4SCALE: 3" = 1'-0"

HEAD DETAILA3

SCALE: 3" = 1'-0"

JAMB DETAILB3

SCALE: 1 1/2" = 1'-0"

WINDOW HEAD DETAILD1

SCALE: 1 1/2" = 1'-0"

WINDOW SILL DETAILC1 SCALE: 1 1/2" = 1'-0"

WINDOW JAMB DETAILC2 SCALE: 1 1/2" = 1'-0"

MULLION TRIM CAP DETAILC3

3" 9"6"0

3" = 1'-0"

6" 1'-6"1'0

1 1/2" = 1'-0"

SCALE: 3" = 1'-0"

STOREFRONT, HEAD,JAMB , SILL DETAILSD2

1 ADDENDUM 1 05/02/2022

2 ADDENDUM 2 05/06/2022

SCALE: 1 1/2" = 1'-0"

EXISTING LOUVER INFILL DETAILC4

W

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

4" MAX

ROOF VENT PIPE

STAINLESS STEEL DRAWBAND

BOOT FLASHING

SET BOOT INTO

CONTINUOUS BEAD OF

SEALANT AND FASTEN PER

MFR SPECIFICATIONS

CUT PANEL 1" SMALLER THAN

PENETRATION, BACK CUT TABS

AND FOLD TABS UP AROUND

PENETRATION, SEAL GAP

SCHEDULED ROOF

CUT HOLE THROUGH DECK,

INSULATION AND COVER BOARD

PER ROOFING MFR

INSTRUCTIONS

THERMAL INSULATION

EXISTING METAL

ROOF DECK

NOTE: THIS DETAIL SHALL APPLY AT ALL COLD ROOF VENT PENETRATIONS.

COORDINATE FINAL PENETRATION DETAILS, FLASHINGS, AND SEALANTS WITH

ROOFING MANUFACTURER FOR APPROVAL TO MAINTAIN WARRANTY

REQUIREMENTS.

PIPING CENTERLINE

3/4" SUBSTRATE

OVER VAPOR

BARRIER

SEAM PLATES AND FASTENERS

FLASHING MEMBRANE

HOT AIR WELD

ROOFING MEMBRANE

PROTECTION BOARD

ROOF INSULATION

PRESSURE TREATED WOOD

BLOCKING

EXISTING

ROOF DECK

PREFINISHED METAL RAIN COLLAR

STEEL CURB

STAINLESS STEEL DRAW BAND

TEMPERATURE APPROPRIATE SEALANT

BOILER VENT STACK

STEEL OPENING FRAMING

3/4" SUBSTRATE

OVER VAPOR

BARRIER

ROOF MEMBRANE STRIP

HOT AIR WELD

ROOFING

MEMBRANE

PROTECTION BOARD

ROOF INSULATION

EXISITNG METAL DECK

CABLE

PROTECTION PAD, HOT

AIR WELDED

METAL BASE PLATE

AIR TERMINAL

3/4" SUBSTRATE

OVER VAPOR

BARRIER

HOT AIR WELD

ROOFING MEMBRANE

PROTECTION BOARD

ROOF INSULATION

EXISTING

METAL DECK

FLASHING MEMBRANE INSTALLED

INTO DRAIN BOWL FLANGE

FLASHING MEMBRANE

DRAIN

STRAINER

TAPERED INSULATION

DRAIN BOWL

6"

3/4" SUBSTRATE

OVER VAPOR

BARRIER

8" M

IN

. 4"

M

IN

RAISED CURB

GASKETED FASTENERS AT

12" OC. - MIN (2) PER SIDE

REMOVABLE SHEET METAL

COUNTER FLASHING

SEAM PLATES AND

FASTENERS

FLASHING MEMBRANE

HOT AIR WELD

ROOFING MEMBRANE

PROTECTION BOARD

ROOF INSULATION

PRESSURE TREATED

WOOD BLOCKING

EXISTING METAL DECK

SEALING MATERIAL

MECHANICAL

EQUIPMENT BASE

3/4" SUBSTRATE OVER

VAPOR BARRIER

SEAM PLATES AND

FASTENERS

FLASHING MEMBRANE

CENTERED OVER JOINT BELOW

HOT AIR WELD

ROOFING MEMBRANE

PROTECTION BOARD

ROOF INSULATION

PRESSURE TREATED

WOOD BLOCKING

EXISTING METAL DECK

3/4" SUBSTRATE OVER

VAPOR BARRIER

MEMBRANE

CAP

FLASHING

MEMBRANE

PIPE

PENETRATION

PIPE PENETRATION

SEALANT

SST HOSE CLAMP

RIGID INSULATION

EXISTING ROOF

DECK

VENT STACK FLASHING

PIPE PENETRATION FLASHING

COVERBOARD

SEALANT

FLASHING MEMBRANE

ROOF MEMBRANE

PLUMBING VENT

STACK

8" M

IN

3/4" SUBSTRATE

OVER VAPOR

BARRIER

2'-0"

NEW

COVER

BOARD

NEW RIGID

INSULATION

EXISTING

METAL

DECK

NEW

ROOFING

MEMBRANE

NEW

MEMBRANE

FLASHING

NEW PRE-

FINISHED

METAL

FLASHING

NEW

MEMBRANE

FLASHING

EXISTING

MEMBRANE

ROOFING

SYSTEM

EXISTING

WALL

3/4" SUBSTRATE

OVER VAPOR

BARRIER

SILL CLOSURE

GASKETED FASTENERS AT

12" OC. - MIN (2) PER SIDE

REMOVABLE SHEET METAL

COUNTER FLASHING

SEAM PLATES AND

FASTENERS

FLASHING MEMBRANE

HOT AIR WELD

ROOFING

MEMBRANE

PROTECTION

BOARD

ROOF INSULATION

PRESSURE TREATED

WOOD BLOCKING

EXISTING METAL

DECK

3/4" SUBSTRATE OVER

VAPOR BARRIER

ALUMINUM

SUPPORT

ANGLE

INSULATED

GLASS

STRUCTURAL

SILICONE WET

SEAL CONT

FOAM

STRUCTURAL

GLAZING TAPE

ALUMINUM SILL

ALUMINUM

RAFTER

PERIMETER CLOSURE

CAP

5/8" GYP BD

CHANNEL

3 - 5/8" MTL

STUD

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

F-3 5:

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Bu ild ing

0 A

MX

S M ad iso n, W isc on sin

Ai r N at io na l G ua rd

JANUARY 21, 2022

C :\U sers\gaz\D o cum ents\03320_Arch_G Zalabak Z5W

7D .rvt

5/5/2022 10:01: 34 AM

ROOF DETAILS

A-501

JBC

BDR

JBC

SCALE: 3" = 1'-0"

VENT THROUGH ROOF DETAILB2

SCALE: 1 1/2" = 1'-0"

HOT STACK FLASHING DETAILC1

SCALE: 3" = 1'-0"

AIR TERMINAL/ ROOF MEMBRANE DETAILB1 SCALE: 1 1/2" = 1'-0"

ROOF DRAIN DETAILB3

SCALE: 3" = 1'-0"

EQUIPMENT CURB DETAILA3SCALE: 3" = 1'-0"

ROOF MEMBRANE JOINT DETAILA1 SCALE: 3" = 1'-0"

ROOF PENETRATION DETAILA2

3" 9"6"0

3" = 1'-0"

6" 1'-6"1'0

1 1/2" = 1'-0"

SCALE: 1 1/2" = 1'-0"

ROOF DETAIL AT BARREL VAULTC2

1 ADDENDUM 2 05/06/2022

SCALE: 3" = 1'-0"

SKYLIGHT CURBC3

W

IS C O NS IN

A R C H I T E C T

JASON T.

HOLUBY

A-13101

D

B

B

C

C

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

P

P

Q

Q

R

R

MATCHLINE

SEE 1 / MD102

MATCHLINE

SEE 1 / MD102

EXISTING LOUVER

ABOVE WINDOW

APPROX. 24X24.

(DEMO)

EXISTING

INTAKE/VENT

APPROX. 6".

(DEMO)

EXISTING WALL

MOUNTED FANS.

(DEMO)

EXISTING WALL

MOUNTED FANS.

(DEMO)

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

F-3 5:

Al ter

Bu ild ing

0 A

MX

S M ad iso n, W isc on sin

Ai r N at io na l G ua rd

JANUARY 21, 2022

PROJECT

KEYPLAN

A

B

C :\U sers\jrc\D oc um ents\M y R evit\03320_M ech_j colibertBJ4C

H .rvt

5/4/2022 9:19:3 6 A M

MECHANICAL DEMOLITION

PLAN-FIRST FLOOR-SECTOR-A

MD101

JLW

JRC

EAS

0 4' 8' 16'

1/8" = 1'-0"

GENERAL NOTES

SHEET KEYNOTES

A. REFER TO SHEET M-001 FOR GENERAL NOTES THAT

APPLY TO THIS SHEET.

B. REMOVE ALL PERIMETER RADIANT HEATERS AND

ASSOCIATED PIPING.

C. ALL DASHED DUCTWORK, PIPING AND EQUIPMENT

SHALL BE DEMOLISHED. UNLESS OTHERWISE

NOTED.

D. DEMOLISH ALL EXISTING HEATING WATER PIPING.

E. DEMOLISH ALL EXISTING GAS PIPING EXCEPT FOR

WHERE SHOWN TO REMAIN.

1. ALL MECHANICAL EQUIPMENT INCLUDING: AHUS,

UNIT HEATERS, RADIANT HEATERS, LOUVERS,

EXHAUST FANS AND DAMPERS SHALL REMAIN.

2. HEATING WATER PIPING TO EXISTING AHU'S SHALL

BE DEMOLISHED COMPLETELY.

N N

TRUE

NORTH

PLAN

NORTH

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

MECHANICAL DEMOLITION PLAN-FIRST FLOOR-SECTOR-A1

1 ADDENDUM 1 05/02/2022

2 ADDENDUM 2 05/06/2022

W

IS C O NS IN

P R

O F

E

S S I O N A L

E N G

I N E

E R

JOHN B.

SEMTNER

E-47742

OKLAHOMA CITY

5/6/2022

D

D

B

B

C

C

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

P

P

Q

Q

R

R

MATCHLINE

SEE 1 / MD101

MATCHLINE

SEE 1 / MD101

EXIST. LOUVER

APPROX. 36X36

(TO REMAIN)

EXIST. WALL

MOUNTED FAN.

(TO REMAIN)

EXISTING WALL

MOUNTED FANS.

(DEMO)

EXISTING

LOUVER

ABOVE WINDOW

APPROX. 24X24.

(DEMO)

EXISTING

LOUVER

APPROX. 12X12.

(DEMO)

EXIST. LOUVER

APPROX. 48X24

(DEMO)

EXIST. LOUVER

APPROX. 24X72

(DEMO)

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

F-3 5:

Al ter

Bu ild ing

0 A

MX

S M ad iso n, W isc on sin

Ai r N at io na l G ua rd

JANUARY 21, 2022

PROJECT

KEYPLAN

A

B

C :\U sers\jrc\D oc um ents\M y R evit\03320_M ech_j colibertBJ4C

H .rvt

5/4/2022 9:19:3 7 A M

MECHANICAL DEMOLITION

PLAN-FIRST FLOOR-SECTOR-B

MD102

JLW

JRC

EAS

0 4' 8' 16'

1/8" = 1'-0"

GENERAL NOTES

SHEET KEYNOTES

A. REFER TO SHEET M-001 FOR GENERAL NOTES THAT

APPLY TO THIS SHEET.

B. REMOVE ALL PERIMETER RADIANT HEATERS AND

ASSOCIATED PIPING

C. ALL DASHED DUCTWORK, PIPING AND EQUIPMENT

SHALL BE DEMOLISHED. UNLESS OTHERWISE

NOTED.

D. DEMOLISH ALL EXISTING HEATING WATER PIPING.

E. DEMOLISH ALL EXISTING GAS PIPING EXCEPT FOR

WHERE SHOWN TO REMAIN.

1. NOT USED.

2. EXISTING GAS METER AND PRESSURE REGULATOR

ASSEMBLY TO REMAIN.

3. DEMOLISH ALL MECHANICAL EQUIPMENT,

DUCTWORK, HOT WATER AND GAS PIPING, AND

LOUVERS IN THE EXISTING MECHANICAL ROOM.

4. DEMOLISH BOILERS, HEATING WATER PUMPS, UNIT

HEATERS AND ASSOCIATED PIPING IN THE BOILER

ROOM.

5. MECHANICAL LOUVERS, DAMPERS, AND ROOF

HOODS THAT SERVE THESE ROOMS SHALL REMAIN.

6. ALL MECHANICAL EQUIPMENT INCLUDING: UNIT

HEATERS, RADIANT HEATERS, LOUVERS, EXHAUST

FANS AND DAMPERS SHALL REMAIN.

7. EXISTING BOILER ROOM EXHAUST FAN, DUCTWORK,

GRILLES AND LOUVERS TO REMAIN.

8. EXISTING DIESEL GENERATOR TO REMAIN.

9. GAS PIPING TO EXISTING UNIT HEATERS IN HANGAR

SHALL BE DEMOLISHED.

N N

TRUE

NORTH

PLAN

NORTH

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

MECHANICAL DEMOLITION PLAN-FIRST FLOOR-SECTOR-B1

1 ADDENDUM 1 05/02/2022

2 ADDENDUM 2 05/06/2022

W

IS C O NS IN

P R

O F

E

S S I O N A L

E N G

I N E

E R

JOHN B.

SEMTNER

E-47742

OKLAHOMA CITY

D

B

B

C

C

F

F

G

G

H

H

I

I

J

J

K

K

L

L

M

M

P

P

Q

Q

R

R

MATCHLINE

SEE 1 / MD201

MATCHLINE

SEE 1 / MD201

EXIST. LOUVER

APPROX. 24X72

(DEMO)

EXIST. LOUVER

APPROX. 60X84

(DEMO)

EXIST. LOUVER

APPROX. 48x60

(DEMO)

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

F-3 5:

Al ter

Bu ild ing

0 A

MX

S M ad iso n, W isc on sin

Ai r N at io na l G ua rd

JANUARY 21, 2022

PROJECT

KEYPLAN

A

B

C :\U sers\jrc\D oc um ents\M y R evit\03320_M ech_j colibertBJ4C

H .rvt

5/4/2022 9:19:3 8 A M

MECHANICAL DEMOLITION

PLAN-SECOND

FLOOR-SECTOR-B

MD202

JLW

JRC

EAS

0 4' 8' 16'

1/8" = 1'-0"

GENERAL NOTES

SHEET KEYNOTES

A. REFER TO SHEET M-001 FOR GENERAL NOTES THAT

APPLY TO THIS SHEET.

B. REMOVE ALL PERIMETER RADIANT HEATERS AND

ASSOCIATED PIPING.

C. ALL DASHED DUCTWORK, PIPING AND EQUIPMENT

SHALL BE DEMOLISHED. UNLESS OTHERWISE

NOTED.

D. DEMOLISH ALL EXISTING HEATING WATER PIPING.

E. DEMOLISH ALL EXISTING GAS PIPING EXCEPT FOR

WHERE SHOWN TO REMAIN.

1. DEMOLISH ALL MECHANICAL EQUIPMENT,

DUCTWORK, PIPING, AND LOUVERS IN THE EXISTING

MECHANICAL ROOM.

N N

TRUE

NORTH

PLAN

NORTH

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

MECHANICAL DEMOLITION PLAN-SECOND FLOOR-SECTOR-B1

1 ADDENDUM 1 05/02/2022

2 ADDENDUM 2 05/06/2022

W

IS C O NS IN

P R

O F

E

S S I O N A L

E N G

I N E

E R

JOHN B.

SEMTNER

E-47742

OKLAHOMA CITY

48"

24"

24"

24"

24"

24" 24" 24"

24"

24"

24"

24"

48"

GFI

48"

GFI

48"

GFI

GFI

48"

GFI

48"

GFI

C

TV

60"

C

24"

TV

60"

TV

60"

TV

60"

FB

FB

FB

FB

48"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"

24"24"

48"

GFI

60"

40"

GFI

J

J

J

J

J

J

J

J

F-35A

F-3 5A

F-35A

F-35A

R

R

Q

Q

P

P

M

M

L

L

K

K

J

J

I

I

H

H

G

G

F

F

C

C

B

B

A

A

OFFICE

TOOLS

VEST.

ST01A

STAIRS

ST01D

STAIRS

VEST.

VEST.

CUST.

AREA

CREW

CHIEF

HANGAR

270 VDC

CONVERTER

#1

270 VDC

CONVERTER

#2

MATCHLINE

SEE A1 /

EP112

MATCHLINE

SEE A1 /

EP112

16 16 16

31 32

36 3631

HD1 - 1,3,5

#10

HD1 - 2,4,6

#10

1HDP - 8,10,12

1HDP - 7,9,11

2HDP - 8,10,12

2HDP - 7,9,11

#1/0

#1/0

#1/0

#1/0

1L1 - 1

1L1 - 2

2L1 - 1

UH-10

UH-09

L1E1

17 4

L1W3 - 19 L1E1 - 30

PMA

SUPPORT

AREA

L1W1

L1W2

L1W3

DC CORD LENGTH

FROM PLAN WEST

CONVERTER~90'

DC CORD LENGTH

FROM PLAN WEST

CONVERTER~90'

2L1 - 2 P.C

1L1 - 1

PC

PC

PAO CORD LENGTH

FROM PLAN WEST

CORD ~90'

PAO CORD LENGTH

FROM PLAN EAST

CORD ~90'

27 36

2L1 - 5

1HDP -

31,33,35

14 3015

2L1 - 9

PC

2L1 - 9

PC

2L1 - 6

PC

2L1 - 6 P.C

SS-04

EL1 - 18

EH1 - 7,9,11

#10

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

F-3 5:

Al ter

Bu ild ing

0 A

MX

S M ad iso n, W isc on sin

Ai r N at io na l G ua rd

JANUARY 21, 2022

PROJECT

KEYPLAN

A

B

C :\U sers\aoo\D o cum ents\M y R evit\03320_Elec_A O genche.rvt 5/4/2022 8:53:2 9 P

M

ELECTRICAL FIRST FLOOR

POWER PLAN - SECTOR A

EP111

WCM

GPN

GPN

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

ELECTRICAL GROUND FLOOR POWER PLAN - SECTOR AB1

GENERAL NOTES

SHEET KEYNOTES

0 4' 8' 16'

1/8" = 1'-0"

N

1. EXISTING HANGAR DOOR DISCONNECT TO REMAIN.

2. CIRCUIT ELECTRICAL FIXTURES IN THIS AREA TO

PANEL AND CIRCUIT AS INDICATED UNO.

3. 240V, 30A, 2POLE, NF DISCONNECT TO POWER SS-04.

SS-04 UNIT IS POWERED FROM ASSOCIATED

OUTDOOR CU-04. COORDINATE EXACT LOCATION

WITH MECHANICAL INSTALLER.

4. FLOOR BOX SHALL BE COORDINATED WITH EXACT

LOCATION OF TABLE. FLOOR BOX SHALL HAVE (6)

DUPLEX RECEPTACLES. REFER TO EP501 FOR FLOOR

BOX DETAIL. FB SHALL HAVE A SWITCHED AND

UNSWITCHED HOT PER ASHRAE 90.1. TRENCH AT

FLOOR BOX LOCATION. FLOOR BOX COVER SHALL BE

FLUSH WITH FINISHED FLOOR.

5. CONDUIT TO BE RUN IN THE FLOOR. TRENCH FLOOR

FROM FLOOR BOX LOCATION TO WALL CAVITY TO

FACILITATE CONDUIT ROUTING.PATCH FLOOR TO

MATCH EXISTING.

6. RECEPTACLE TO POWER SUMP PUMP.

7. PROVIDE 30A,120V,NEMA 1, NF, SINGLE POLE

DISCONNECT TO POWER MECHANICAL EQUIPMENT.

MOUNT DISCONNECT ON MECHANICAL EQUIPMENT

8. PROVIDE 270VDC CONVERTERS AS PART OF OLI 2.

PROVIDE GROUND MOUNTED STAND WITH NOT LESS

THAN 2'-00" HIGH FOR THE DC CONVERTER.

9. RECEPTACLES TO POWER PMA'S . PMA'S ARE

LOCATED IN GFGI PMA STORAGE CABINET

COORDINATE EXACT LOCATION OF RECEPTACLE

WITH PMA CABINET .

10. CEILING MOUNTED RECEPTACLE FOR PROJECTOR .

COORDINATE EXACT LOCATION WITH EQUIPMENT

INSTALLER.

11. 480V,3P,3WIRE,100A RECEPTACLE TO POWER

AIRCRAFT SUPPORT EQUIPMENT.COORDINATE WITH

OWNERS EQUIPMENT FOR EXACT RECEPTACLE

TYPE. RECEPTACLE SHALL BE NEMA 3R RATED.

12. ELEVATOR PIT CONVENIENCE RECEPTACLE.

13. RECEPTACLES ENCLOSED WITHIN AREA SHALL BE

MOUNTED BELOW COUNTER.

14. 600V,30A,3POLE,NF DISCONNECT TO POWER

MECHANICAL EQUIPMENT. COORDINATE EXACT

LOCATION WITH EQUIPMENT INSTALLER.

15. JBOX TO POWER AC-01 CONTROL. COORDINATE

EXACT LOCATION WITH INSTALLER.

16. DOOR POWER. COORDINATED EXACT LOCATION

WITH INSTALLER.

17. 480V,30A,3PHASE NEMA 1 RATED NF DISCONNECT

SWITCH TO POWER ELEVATOR. COORDINATE EXACT

LOCATION WITH ELEVATOR INSTALLER.

18. 240V,30A,1PHASE NEMA 1 RATED DISCONNECT

SWITCH, FUSED WITH 20A, TO POWER ELEVATOR

LIGHTS.COORDINATE WITH EQUIPMENT INSTALLER

FOR EXACT LOCATION.

N

TRUE

NORTH

A. DO NOT SHARE NEUTRALS.

B. ALL TRENCHING, DEMO WORK TO BE COORDINATED

WITH ARCHITECTURAL DEMO.

C. COORDINATE LOCATION OF ALL DEVICES POWERING

MECHANICAL EQUIPMENT WITH MECHANICAL

INSTALLER.

1 ADDENDUM 1 05/02/2022

2 ADDENDUM 2 05/06/2022

W

IS C O NS IN

P R

O F

E

S S I O N A L

E N G

I N E

E R

JOHN T

LITTLE

E-47833

EDMOND

FIRE PUMP

FIRE PUMP WITH

SOFT START

CONTROLLER

3000A

LSIG

"MDP" 3000A, 480V/277V, 3PH, 4W

ROOM 123

600A

LSI

600A

LSI

600A

LSI

2000KVA

MG&E UTILITY

PADMOUNT

XFMR

12.47KV - 480/277V

3PH,4W

1HDP" 600A, 480V/277V, 3PH, 4W

H1

225A

L1

150A

TL1

75 KVA

480- 208/120V

LTG: HANGAR

BAYS & EXT.

1L1

60A 125A

T1L1

30KVA

480-

208/120V

HYDRAULIC

CART1H1

100A 150A

J

CONV.

#1

270VDC

CONVERTER #1

2HDP" 600A, 480V/277V, 3PH, 4W

2L1

60A

T2L1

30KVA

480-

208/120V

2H1

100A

3HDP" 600A, 480V/277V, 3PH, 4W

3L1

60A

T3L1

30KVA

480-

208/120V

3H1

100A

PAO

CART

125A

HYDRAULIC

CART

PAO

CART

125A

HYDRAULIC

CART

PAO

CART

PCA #1

100 FLA

PCA #2

100 FLA

150A125A 125A150A125A

HANGAR

DOOR

POWER

30A

LCP

LIGHTING

CONTROL

PANEL

SPD

80 KA

60A

"HD1" 100A, 480V/277V, 3PH, 4W

HANGAR

DOOR

POWER

30A

16 9 17 17 17

16 9 17 17 17

16 9 17 17

41 41

FIRE PUMP

FIRE PUMP WITH

SOFT START

CONTROLLER

52 5252

DM

DIGITAL METER

INSTALL PER

UTILITY'S

GUIDELINES

100A

SPD

40 KA

SPD

40 KA

SPD

40 KA

SPD

40 KA SPD

40 KA

SPD

40 KA

SPD

40 KA

SPD

40 KA

SPD

40 KA SPD

40 KA

CTCT

100A 100%

N E

EH1

60A

EXISTING AUTOMATIC

TRANSFER SWITCH

"ATS-1"

G

PORTABLE

GENERATOR

G

EXISTING

GENERATOR

100A

EL1

ETL1

30KVA

480-

208/120V

SPD

40 KA

EXISTING

MG&E UTILITY

PADMOUNT

XFMR

12.47KV - 480/277V

3PH,4W

1TC1

100KVA

H2W1

L2W1

TL2W

75KVA

480-

208/120V

SPD

40 KA

225A

L2W2

H1W1

L1W1

TL1W

75KVA

480-

208/120V

SPD

40 KA

225A

L1W2

H2E1

L2E1

TL2E

75KVA

480-

208/120V

SPD

40 KA

225A

L2E2

150A

J

CONV.

#2

270VDC

CONVERTER #2

2TC1

100KVA

H1E1

L1E1

TL1E

75KVA

480-

208/120V

SPD

40 KA

225A

L1E2

EXISTING EQUIPMENT TO REMAIN

L1E3

LINV

L1W3

30A30A

SPD

40 KA

30A

SPD

80 KA

N L

MALE CAM LOCK

SERIES (16)

INTEGRAL PHASE

ROTATION MONITOR

3 POSITION "ON-OFF-ON"

TRANSFER SWITCHMTS-HD

480/277V,3PHASE,

3 POLE,100A,

COMBINATION GENERATOR

DOCKING STATION /

TRANSFER SWITCH.

NEMA 3R ENCLOSURE.

GRC CONDUIT 10 FT MAX

600A

LSI

600A

LSI

600A

LSI

8 88

NEMA 3R NEMA 3R NEMA 3R

NEMA 3R

4 4

4 4 4 4

44 FA1

60 AMP

MB

SPD

40 KA

10 KVA

HM

225A

9 1

PF SR

WIRE AND CONDUIT

FEEDER SCHEDULE

NO

3-#12 & 1-#12 EG, 3/4"C

3-#10 & 1-#10 EG, 3/4"C

3-#8 & 1-#10 EG, 1"C

3-#6 & 1-#10 EG, 1"C

3-#4 & 1-#8 EG, 1 1/4"C

3-#3 & 1-#8 EG, 1 1/4"C

3-#2 & 1-#8 EG, 1 1/4"C

3-#1 & 1-#6 EG, 1 1/2"C

3-#1/0 & 1-#6 EG, 1 1/2"C

3-#2/0 & 1-#6 EG, 2"C

3-#3/0 & 1-#6 EG, 2"C

3-#4/0 & 1-#4 EG, 2"C

3-#250kcmil & 1-#4 EG, 2 1/2"C

3-#300kcmil & 1-#4 EG, 2 1/2"C

3-#350kcmil & 1-#3 EG, 2 1/2"C

3-#400kcmil & 1-#3 EG, 2 1/2"C

3-#500kcmil & 1-#3 EG, 3"C

AMPS

380 380

AMPSNO WIRE AND CONDUIT

4-#12 & 1-#12 EG, 3/4"C

4-#10 & 1-#10 EG, 3/4"C

4-#8 & 1-#10 EG, 1"C

4-#6 & 1-#10 EG, 1"C

4-#4 & 1-#8 EG, 1 1/4"C

4-#3 & 1-#8 EG, 1 1/4"C

4-#2 & 1-#8 EG, 1 1/4"C

4-#1 & 1-#6 EG, 1 1/2"C

4-#1/0 & 1-#6 EG, 1 1/2"C

4-#2/0 & 1-#6 EG, 2"C

4-#3/0 & 1-#6 EG, 2"C

4-#4/0 & 1-#4 EG, 2 1/2"C

4-#250kcmil & 1-#4 EG, 2 1/2"C

4-#300kcmil & 1-#4 EG, 3"C

4-#350kcmil & 1-#3 EG, 3"C

4-#400kcmil & 1-#3 EG, 3"C

4-#500kcmil & 1-#3 EG, 3 1/2"C

SCHEDULE NOTES :

1. RESIZE GROUND CONDUCTOR FOR PARALLEL FEEDERS AS REQUIRED PER

SECTION #250-122 OF THE NEC. INCREASE SIZE OF CONDUIT AS

REQUIRED FOR ADDITIONAL GROUNDING.

2. ALL AMPACITIES INDICATED ARE COPPER BASED ON TEMPERATURE

RATING OF 60°C INSULATION ON CONDUCTORS #1 AND SMALLER AND 75°C

INSULATION ON CONDUCTORS #1/0 AND LARGER.

3-#600kcmil & 1-#3 EG, 3 1/2"C 420 4204-#600kcmil & 1-#3 EG, 4"C35 36

WIRE AND CONDUIT

SEPARATELY DERIVED SERVICE

FEEDER SCHEDULE

NO

3-#12 & 1-#8 EG, 3/4"C

3-#10 & 1-#8 EG, 3/4"C

3-#8 & 1-#8 EG, 1"C

3-#6 & 1-#8 EG, 1"C

3-#4 & 1-#8 EG, 1 1/4"C

3-#3 & 1-#8 EG, 1 1/4"C

3-#2 & 1-#8 EG, 1 1/4"C

3-#1 & 1-#6 EG, 1 1/2"C

3-#1/0 & 1-#6 EG, 1 1/2"C

3-#2/0 & 1-#4 EG, 2"C

3-#3/0 & 1-#2 EG, 2"C

3-#4/0 & 1-#2 EG, 2"C

3-#250kcmil & 1-#2 EG, 2 1/2"C

3-#300kcmil & 1-#2 EG, 2 1/2"C

3-#350kcmil & 1-#2 EG, 2 1/2"C

3-#400kcmil & 1-#1/0 EG, 2 1/2"C

3-#500kcmil & 1-#1/0 EG, 3"C

AMPS

380 380

AMPSNO WIRE AND CONDUIT

4-#12 & 1-#8 EG, 3/4"C

4-#10 & 1-#8 EG, 3/4"C

4-#8 & 1-#8 EG, 1"C

4-#6 & 1-#8 EG, 1"C

4-#4 & 1-#8 EG, 1 1/4"C

4-#3 & 1-#8 EG, 1 1/4"C

4-#2 & 1-#8 EG, 1 1/4"C

4-#1 & 1-#6 EG, 1 1/2"C

4-#1/0 & 1-#6 EG, 1 1/2"C

4-#2/0 & 1-#4 EG, 2"C

4-#3/0 & 1-#4 EG, 2"C

4-#4/0 & 1-#2 EG, 2 1/2"C

4-#250kcmil & 1-#2 EG, 2 1/2"C

4-#300kcmil & 1-#2 EG, 3"C

4-#350kcmil & 1-#2 EG, 3"C

4-#400kcmil & 1-#1/0 EG, 3"C

4-#500kcmil & 1-#1/0 EG, 3 1/2"C

SCHEDULE NOTES :

1. RESIZE GROUND CONDUCTOR FOR PARALLEL SERVICE FEEDERS AS REQUIRED PER

TABLE 250.66 OF THE NEC. INCREASE SIZE OF CONDUIT AS REQUIRED FOR

ADDITIONAL GROUNDING.

2. ALL AMPACITIES INDICATED ARE COPPER BASED ON TEMPERATURE RATING OF 60°C

INSULATION ON CONDUCTORS #1 AND SMALLER AND 75°C INSULATION ON

CONDUCTORS #1/0 AND LARGER.

3. THIS TABLE APPLIES TO THE DERIVED CONDUCTORS OF SEPARATELY DERIVED

SYSTEMS.

3-#600kcmil & 1-#1/0 EG, 3 1/2"C 420 4204-#600kcmil & 1-#1/0 EG, 4"C71 72

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

D

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

C

B

A

D

C

B

A

54321

FSB2020-332-00

NWC

F-3 5:

Al ter

Bu ild ing

0 A

MX

S M ad iso n, W isc on sin

Ai r N at io na l G ua rd

JANUARY 21, 2022

C :\U sers\aoo\D o cum ents\M y R evit\03320_Elec_A O genche.rvt 5/4/2022 8:53:3 4 P

M

ELECTRICAL POWER ONE-LINE

DIAGRAM

EP601

WCM

GPN

GPN

SCALE: NTS

ELECTRICAL ONE-LINE DIAGRAMC1

GENERAL NOTES

SHEET KEYNOTES

A. UTILITY COMPANY IS RESPONSIBLE FOR PRIMARY

SIDE OF TRANSFORMER CONDUIT AND

CONDUCTORS, TRANSFORMER, TRANSFORMER

PAD, SECONDARY SIDE OF TRANSFORMER

CONDUIT, CONDUCTOR AND FINAL TERMINATIONS

TO DISCONNECTING MEANS IN MAIN

SWITCHBOARD. CONSTRACTOR IS RESPONSIBLE

FOR DISCONNECTING MEANS AND CT'S IN

SWITCHBOARD.

B. SPD LEAD CONNECTIONS SHOULD BE MADE AS

SHORT AS PRACTICAL. A MAXIMUM OF 3'-0" LEAD

LENGTH SHALL BE ALLOWED.

C. ALL SPDS IN HANGAR BAY SHALL HAVE NEMA 3R

ENLOSURE.

1. PROPOSED SIZE IS (10) 4" CONDUITS IN CONCRETE

ENCASED DUCTBANK, (8) CONDUITS, EACH WITH 4 -

#600KCMIL CONDUCTORS, (2) SPARE CONDUITS.

SECONDARY FEED IS UTILITY'S RESPONSIBILITY.

PROVIDE CONDUIT SWEEPS AS NECESSARY.

INSTALL CT'S PER UTILITY,S GUIDELINES.

COORDINATE SWITCHBOARD WITH UTILITY FOR

APPROVAL OF METER TERMINATIONS. IF

SWITCHBOARD IS NOT APPROVED BY MGE

CONTRACTOR SHALL PROVIDE 3000AMP CT

CABINET WITH METER IN EXTERIOR OF THE

BUILDING. FROM THE CT CABINET CONTRACTOR TO

PROVIDE CONDUCTORS AND CONDUITS ROUTED IN

UNDERGROUND DUCTBANK TO MAIN SWITCHBOAD.

CUT AND PATCH FLOOR AS NECESSARY.

2. ENCLOSED CIRCUIT BREAKER; SERVICE ENTRANCE

RATED.

3. DEDICATED FIRE PROTECTION PANELBOARD.

4. PROPOSED TRANSFORMER SIZE.

5. 100KVA AUTOMATIC VOLTAGE REGULATOR SHALL

HAVE OUTPUT VOLTAGE OF 460V +/- 4%. NEWMAN

3R ENCLOSURE.

6. PROVIDE 270VDC CONVERTERS. PROVIDE NEMA3R

ENCLOSURE.PROVIDE AS PART OF OLI 2.

7. TAP HANGAR DOOR POWER FEEDER AHEAD OF THE

MAIN IN MDP.

8. (2) SETS OF 4 - 350 KCMIL, #1 EG IN 3"C.

9. 2 -#4 & 1- #8 EG, 1 1/4" CONDUIT.

10. PROVIDE POWER LINE FILTER FOR SECURE ROOM.

POWER LINE FILTER IS A 30A, 208V, 3PH INPUT

POWER WITH 30A, 208V, 3PH ISOLATED CLEAN SIDE

AS THE OUTPUT POWER. POWER FILTER SHOULD

HAVE LESS THAN 1% VOLTAGE DROP AT FULL

LOAD, TO HANDLE 150% MAXIMUM OVERLOAD FOR

NO LESS THAN 15 MINUTES.

1 ADDENDUM 1 05/02/2022

2 ADDENDUM 2 05/06/2022

W

IS C O NS IN

P R

O F

E

S S I O N A L

E N G

I N E

E R

JOHN T

LITTLE

E-47833

EDMOND