W912HN-22-R-3004_DRAWINGS_AMD0004.pdf

1/2 TIE BAR LENGTH (TYP)

T

T

JOINT SEALER DETAILS

#5 X 30" DEFORMED TIE

BARS AT 30" C-C SPACING.

(LCJ)

LONGITUDINAL CONSTRUCTION JOINT

A4

5'-0"

ADJACENT STRUCTURE

" EXPANSION JOINT

THICKENED EDGE EXPANSION JOINT

A7

T

JOINT SEALER DETAILS

CONTRACTION JOINT

C4

(CJ)

T

T

D

JOINT SEALER DETAILS

1"x20" SMOOTH DOWELS

@12" MAX. SPACING (PAINT

AND GREASE ON ONE END)

C6

(TCJ)

TRANSVERSE

CONSTRUCTION JOINT

T

PREMOULDED

EXPANSION JOINT

FILLER

JOINT SEALER

DETAILS

SEPARATION TAPE

EXPANSION JOINT

C8

(EJ)

1. SEE SHEET C-001 FOR GENERAL NOTES AND

ABBREVIATIONS.

2. SEE SHEET C-002 FOR CIVIL LEGEND AND SYMBOLS

3. SEE SHEETS CS100 THROUGH CS104 FOR SITE PLANS

4. ALL CAST IN PLACE CONCRETE FOR PAVEMENT SHALL

BE 4500 PSI.

5. TYPICAL PAVEMENT CROSS SLOPE SHALL BE 2%.

CROSS SLOPE MAY VARY FROM TYPICAL AT

INTERSECTIONS AND TIE POINTS WITH OTHER NEW

PAVEMENTS AND EXISTING ROADWAYS. REFER TO SITE

LAYOUT AND SITE GRADING PLANS FOR DETAILS.

6. PAVEMENT WIDTH MAY VARY FROM THE TYPICAL

DIMENSIONS AT LOCATIONS OF NEW ROADWAY TIE IN

WITH OTHER NEW PAVEMENTS AND EXISTING

ROADWAYS. REFER TO SITE LAYOUT PLANS FOR

DETAILS.

7. REFER TO SITE GRADING AND DRAINAGE PLAN FOR

ROADSIDE GRADE SLOPE AND DRAINAGE DITCH

CONFIGURATION. ROADSIDE GRADE SLOPES SHALL

NOT BE GREATER THAN 3H:1V.

GENERAL NOTES:

N.T.S.

SUBGRADE IMPROVEMENT OPTION 1 - SURGE STONE

F1

TYP. PAVEMENT SECTION

SURGE STONE FOR

SUBGRADE IMPROVEMENT

1. SURGE STONE TO BE USED IN AREAS THAT HAVE

SATISFACTORY SOILS. BUT ARE TOO WET TO BE

COMPACTED AT THE SUBGRADE LEVEL.

2. SUBGRADES THAT CANNOT SUPPORT PROOFROLLING

EQUIPMENT AND HAVING RUT DEPTHS NOT MORE

THAN 4-INCHES MAY BE IMPROVED WITH STONE SURGE

AGGREGATE.

3. THE STONE SURGE SHALL BE PLACED IN ONE LIFT

WITH A THICKNESS NOT TO EXCEED 12-INCHES.

4. 2-INCH TO 6-INCH CRUSHED STONE MATERIAL SHALL

BE WORKED INTO THE SUBGRADE WITH TRACKED

EQUIPMENT TO PROVIDE A SURFACE THAT CAN

ACCEPT STRUCTURAL FILL COMPACTION EQUIPMENT.

5. QUANTITY OF SURGE STONE REQUIRED FOR

SUBGRADE IMPROVEMENT OPTION 1 ESTIMATED AT

85,000 SF.

NOTES

N.T.S.

SUBGRADE IMPROVEMENT OPTION 2 - GEOTEXTILE/GEOGRID

E1

TYP. PAVEMENT SECTION

COARSE AGGREGATE FOR

SUBGRADE IMPROVEMENT

1. GEOTEXTILE/GEOGRID TO BE USED IN AREAS THAT

ARE VERY SOFT OR WET. THE WORST AREAS OF THE

SITE WILL REQUIRE THIS SUBGRADE IMPROVEMENT.

2. SUBGRADES THAT CANNOT SUPPORT PROOFROLLING

EQUIPMENT AND HAVING RUT DEPTHS MORE THAN

4-INCHES MAY BE IMPROVED WITH

GETEXTILE/GEOGRID/AGGREGATE LAYERS.

3. FAILING SUBGRADES IN CUT OR FILL AREAS SHALL BE

REMOVED TO A DEPTH OF NOT MORE THAN 12-INCHES.

4. THE OVER-EXCAVATED SUBGRADE SHALL BE FREE OF

ROOTS AND ROCKS THAT MAY PENETRATE THE

GEOTEXTILE. THE GEOTEXTILE SHALL BE UNROLLED

AND PLACED IN INTIMATE CONTACT WITH THE

SUBGRADE. WRINKLES AND FOLDS SHALL BE

REMOVED BY STRETCHING AND STAKING AS

REQUIRED.

5. ADJACENT ROLLS SHALL BE OVERLAPPED IN

ACCORDANCE WITH THE MANUFACTURER'S

REQUIREMENTS. THE GEOGRID SHALL E PLACED

LONGITUDINALLY ALONG THE ALIGNMENT AND PULLED

TAUT. ADJACENT ROLLS SHALL BE OVERLAPPED A

MINIMUM OF 2 FEET OR AS RECOMMENDED BY THE

MANUFACTURER.

6. THE INITIAL LIFT OF SUBGRADE IMPROVEMENT

AGGREGATE SHALL BE 12-INCHES. THE AGGREGATE

SHALL BE PUSHED OVER THE GEOTEXTILE WITH LOW

GROUND PRESSURE TRACKED EQUIPMENT. INITIAL

LIFTS MAY REQUIRE STATIC COMPACTION OR A LIGHT

ROLLER PRIOR TO FINAL COMPACTION WITH

VIBRATORY ROLLER.

7. DO NOT DRIVE TRACKED EQUIPMENT DIRECTLY ON

THE GEOGRID.

8. QUANTITY OF GEOTEXTILE/GEOGRID REQUIRED FOR

SUBGRADE IMPROVEMENT OPTION 2 ESTIMATED AT

14,500 SF.

NOTES

GEOTEXTILE

GEOGRID

N N

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A I L S

C-501

TYPICAL CONCRETE PAVING JOINT DETAILS

N.T.S.

A N

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C

O

US Army Corps of Engineers

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

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R I L

GEORGIA

MATTHEW S. NEPPL

REGISTERED

ENGINEER

No.

PE047783

PROFESSIONAL

4-13-2022

CONCRETE FOOTING,

PER MANUFACTURER'S

SPECIFICATION

TAPERED MILL FINISH

ALUMINUM

GOLD ANODIZED FINISH

BALL FINIAL

N.T.S.

FLAGPOLE

A1

EXTERNAL

HALYARD

N.T.S.

BENCH

A4

2"

70"

2"69

ALUMINUM EXTRUSION SEAT

AND BACK

24"

SEE NOTE

CAST ALUMINUM END

FRAMES

NOTE:

FREESTANDING OR SURFACE MOUNT OPTIONS.

CORROSION-RESISTANT ANCHORING HARDWARE

SUPPLIED BY OTHERS. Ø13/32" HOLES WITH

COUNTERBORE PROVIDED FOR SOCKET HEAD CAP

SCREWS.

NOTE:

RIBBON TYPE TUBULAR ALUMINUM BIKE RACK WITH DARK FINISH.

BIKE RACK SHALL PROVIDE STORAGE FOR 15 BIKES.

N.T.S.

BIKE RACK

D1

2' - 6"

WASHED RIVER

ROCK

9' - 3"

GROUND COVER

9' - 3"

SOD

4' - 0"

SIDEWALK

6" DEPTH WASHED SMOOTH

RIVER ROCK

FILTER FABRIC

PVC WEED BARRIER

STAKED STEEL EDGING

6" PLANTING MIX

CONCRETE SIDEWALK

COMPACTED GRAVEL

ROAD

SOD

B U

I L

D I N

G

F

A C

A D

E

N.T.S.

NORTH LANDSCAPE SECTION

E7

(2) STEEL BENCHES

FLAGPOLE

N.T.S.

MAIN ENTRANCE PLAZA

E1

EXPOSED AGGREGATE

CONCRETE

SECONDARY ENTRANCE

EXPOSED

AGGREGATE

CONCRETE

SIDEWALK

SIDEWALK

SODDED LAWN

5'

2.5' x 5' SCORELINE PATTERN

60'

12 @ 5' - 0"

25'

5 @ 5' - 0"

5'

CENTERLINE OF COLUMN

CENTERLINE

OF COLUMN

A L I G

N

W

I T

H

E

W

S C

O R

E L I N

M A

T

R A

N C

E

15'

3 @ 5' - 0"

15'

3 @ 5' - 0"

CENTERLINE

OF INTERIOR

COLUMN

BETWEEN

TWO DOORS

N.T.S.

F4

1. SEE SHEET C-001 FOR GENERAL NOTES AND

ABBREVIATIONS.

2. SEE SHEET C-002 FOR CIVIL LEGEND AND SYMBOLS.

3. SEE SHEETS LP100 THROUGH LP104 FOR LANDSCAPE

PLANS

GENERAL NOTES:

N N

C

D

W G

M

N

E P

P L

J

B

E L L

E

R

I G

B Y

M

N

E P

E

A

N D

S C

A P

E

D

E T

A I L

C-550

S I

D

C H

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K E

D

B

Y

D R

A W

N

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Y

I S

S U

E

D

A T

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A D

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O

A

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T I S

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F I L E

N A

M E

B

C

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E

F

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N

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Y

A

M A

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S I Z

E

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B M

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R A

US Army Corps of Engineers

$$USERNAME$$

$$SYSTIME$$

$$DGNSPEC$$

C A

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M E

A P

R I L

GEORGIA

MATTHEW S. NEPPL

REGISTERED

ENGINEER

No.

PE047783

4-13-2022

FOUNDATION

LEVEL

98'-0"

4.5

#5@1#5@12

MASONRY WALL VERT REINF PER

OTHER DETAILS DOWELS TO

MATCH WALL REINF DEVELOP

INTO FOUNDATION TYP

3'-0"

1'-0"

#5@12 EF

#5@12 EF

TOC PER PLAN

WALL VERT REINF PER OTHER

DETAILS DOWELS TO MATCH WALL

REINF DEVELOP INTO

FOUNDATION TYP

#6@8 TYP

WATER STOP TYP

MIN

1'-0" PER PLAN

MIN

1'-0"

SQUARE UNDER SUMP PIT

#4@12" TYP

#5@12#5@12

SUMP PIT

PER PLAN

PER PLAN #5@8 EF TYP

#5@12 EF TYP

1'-0"

OUTSIDE FACE OF MASONRY

WALL PER PLAN

(NOTE: NOMINAL MASONRY

WALL THICKNESS SHOWN)

TOC EL 96'-0"

EL 93'-6"

#3@6 U BAR TYP#3

EL 99'-0"

EL 100'-0"

7 5/8"

C L R

WATER STOP TYP

#4@12" AROUND

OPENING

#3 TIES @ 6"

AROUND OPENING

1 1/4" REMOVABLE BAR GRATING

(SEE SPECIFICATION 05 50 13)

L1 1/2X1 1/2X1/4"

W/ 1/2X4" STUDS@6" OC,

TYP ALL SIDES

BELOW GRADE WATERPROOFING

APPLIED TO ALL EXTERIOR VERTICAL

AND HORIZONTAL SURFACES OF CONCRETE

SURROUNDING PIT/SUMP PUMP. REFER TO

ARCH DRAWINGS A-440 AND A-605 FOR SPECIFICS

LEVEL 1

100'-0"

FOUNDATION

LEVEL

98'-0"

#6@8, T&B #6@12, T&B

DOWELS TO MATCH WALL

VERT REINF PER OTHER DETAILS

OPTIONAL CONSTRUCTION

JOINT DEVELOP BARS ON EACH

SIDE OF JOINT SEE WALL

SECTIONS FOR WALL REINF

STEM WALL REINF TO

MATCH WALL REINF

D

#7@12 T&B

#7@12 T&B

TOC PER PLAN

P E

R P

L A

N

PER PLAN

BASE PLATE AND ANCHOR

RODS NOT SHOWN THIS

DETAIL. SEE OTHER DETAILS

FOR REQUIREMENTS

LEVEL 1

100'-0"

E

FOUNDATION

LEVEL

98'-0"

D.8

10"

1'-6 7/8"

#4@12 EF, TYP#4@12 EF, TYP

STAIR SHAFT STEM WALL

REINF PER OTHER DETAILS

#3@12 TYP

#7@12 T&B#7@12 T&B

WALL REINF

PER C1/S-508 TYP

DIAGONAL BARS

NOT SHOWN.

PROVIDE DIAGONAL

BARS PER PLAN

MAT REINF

PER C1/S-508

ADDITIONAL BARS

TO MATCH TYP MAT

REINF BAR SIZE. TYP

BOTH DIRECTIONS

OF REINF

BUFFER

PER MFG

BUFFER

PER MFG

JACK

PER MFG

BUFFER

PER MFG

JACK CASING CAST IN

WITH CONCRETE FOUNDATION

COORDINATE WITH ELEVATOR

MFG. CASING PER MFG

#3@6"

AROUND OPENING

#3 TIES @ 6"

AROUND OPENING

V E

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IF

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IT

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M F

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/1

F O

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A S

IS

O

F D

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IG

N

ELEVATOR MFG

8 5/8" BASIS OF DESIGN

VERIFY WITH SELECTED

TOC EL 100'-0"

TOC EL 96'-0"

EL 93'-6"

LEVEL 1

100'-0"

P E

R P

L A

N

#5@8 T&B#5@8 T&B

S-521

A4 SIM TYP

SLAB ON GRADE PER

PLAN AND OTHER DETAILS

GENERAL NOTES:

1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE ALL

SHEETS INCLUDED IN THE S-0NN SERIES (NN VARIES FROM 1 UP TO 10).

D R

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C H

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US Army Corps of Engineers ®

D

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C:\Revit\local_18\FB-75RBHQ-AS_kamarad19.rvt

4/13/2022 12:45:25 PM

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-8

-0

S-508

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SHEET ID

1/2" = 1'-0"F2

MASONRY STAIR SHAFT FOUNDATION

1/2" = 1'-0"C1

ELEVATOR SHAFT FOUNDATION

3/4" = 1'-0"A1

ARM VAULT FOUNDATION - SECTION

2'1' 4'0

2'1' 4'0

2'1' 4'0

1/2" = 1'-0"F5

COMBINED FOOTING

2'1' 4'0

1/2" = 1'-0"C6

COMBINED FOOTING

2'1' 4'0

1/2" = 1'-0"E7

SECTION

2'1' 4'0

1/2" = 1'-0"A6

SECTION

2'1' 4'0

M A

R K

D E

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IP

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/1 /2

1 0.8

(2) BOLTS AT 5 1/2"

GAUGE TYP

EACH SIDE OF

COLUMN

3/4" CAP

1/2" EDGE AROUND

COLUMN MIN

1/2" STIFFENER PL

NS AND FS TYP

1/4

1/4

1/4

1/4

TYP

BEAM PER PLAN

1/4

COL PER PLAN

1/2"

ROOF DECK PLAN

2"2"2" 2"

1'-1 1/2"

ANGLE AND BENT

PLATE PER D4/S-562

4"

1/4 3

1/4

TYP TO

BEAM WEB

AND

STIFFENER

PL

BEAM PER PLAN

1/2" PL

EXTEND 3" PAST EDGE

OF STIFFENER PL

1/2" STIFFENER PL

NS AND FS

1/4 2

OF DECK

1'-0" EDGE

PROVIDE BEAM COPE

1/2"

1 1/2"

1 1/2"

1/2"

T Y

P

/2

T Y

P

5/16

1/2" CAP PL

3/8" PL

1/4

1/4

COL FLANGE OR WEB

SEE PLAN FOR COLUMN

ORIENTATION

O F

H S

S

/8

T

Y P

S

ID

E

S

T Y

P

/2

T Y

P

1/2"

1 1/2"

1 1/2"

2"

WF BEAM PER PLAN

3/8" STIFFENER PL

3/8" PL

1/2" CAP PL

HSS PER PLAN

1/4

1/4

1/4

1/4

TYP

CL

5/16 2 - 12

TYP

CHANNEL PER FACADE FRAMING

ELEVATIONS SEE FACADE

ELEVATIONS FOR CHANNEL LOCATION

(TOP VS. BOTTOM FLANGE)

BEAM PER PLAN

COL

EDGE OF DECK

8"

CONT 3/8"

BENT PL

1/4

TYP BOTH SIDES

4"

5/8" ARC SPOT

WELD @ 12" OC

METAL STUD

ATTACHMENT POINT

(LATERAL ONLY).

CONNECTION SHALL BE

AT TOP 1/3 OF BEAM

DEPTH

COLD FORM METAL STUD

(DELEGATED DESIGN) SEE

S-600 SERIES FOR ROOF

WIND LOADS

0.8

1'-1 1/2"

4"

1/4

TYP BOTH SIDES

CONT 3/8"

BENT PL

5/8" ARC SPOT

WELD @ 12" OC

CONT L6X3 1/2X1/2

1/4

1/4

1/4 3

WT8X28.5 AT ALL OPPOSING

WIDE FLANGE BEAMS

CONNECTION SHEAR TAB

COLD FORM METAL STUD

(DELEGATED DESIGN) SEE

S-600 SERIES FOR ROOF

WIND LOADS

PROVIDE DIAGONAL COLD

FORM METAL STUD STRUT

(DELEGATED DESIGN)

S-562

D1 SIM

OF DECK

1'-0" EDGE

1/2"

3/16 3

3/16 3

TYP

1/4" X 3" PL

TOS EL

TOS WP EL

TOS EL

TOS WP EL

6" PER PLAN

BENT PLATE BETWEEN

CHORD EXTENSIONS

PER PLAN CALLOUT

/2 "6

S-543

F1

S-586

E5 BETWEEN ALL

JOIST SEAT

THIS BEAM

D 1'-4 1/2"

1 1/2"

1 1/2"

/2

T Y

P

T Y

P

/2

DECK AND

ATTACHMENT TO

SUPPORTS PER

SCHEDULE UNO

BEAM PER PLAN

OPPOSING WIDE

FLANGE PER PLAN

FULL DEPTH 3/8"

SHEAR TAB

CONT L4X3X1/2 LLV

WT8X28.5 AT ALL

OPPOSING WIDE

FLANGE BEAMS

CONNECTION SHEAR

TAB. SIM AT COLUMNS 1/4

1/4

1/4

1/4

1/4 3

5/8" ARC SPOT

WELD @ 12" OC

E

1/2"

1/2"

3/16 3

3/16 3TYP, EACH

SIDE OF

GAP 1/4" X 3" PL,

CENTERED AT BEAM SUPPORT

3"

3"

D

BEAM CL

BRACE CL

COLUMN

STANDARD BEAM

CONNECTION NOT

SHOWN

BEAM

PER PLAN

/2

1 1/2"

1/2"

NOTCH CHANNEL WEB

1.5" WIDE TO ALLOW

VERTICAL BRACE

GUSSET PL AND WELD

CONNECTION

CHANNEL GIRT

CONNECTION PER

VERTICAL BRACE

CONNECTION DETAILS

VERTICAL BRACE

GUSSET

1/2" X 8" PL

1/4

1/4

PL TO CHANNELWEB

1/4

1/4

GUSSET TO

PL

F1 S-562

____________________________ A1 S-560

SIM

1/2" STIFFENER PL NS/FS

1/4

1/4

TYP

H S

S X

X

/8

3/4" PL CAP

3/8

1/4

HSS TO

CHANNEL

1/4 2-12

1/4 2-12

ANGLE TO PERIMETER

CHANNEL

ATTACHMENT PER PLAN

ATTACHMENT PER PLAN

DECK SUPPORT PER PLAN

BETWEEN ALL HSS TYP

1 1/2" TYP

1 1/2" TYP

TYP HSS TO HSS

CONNECTION

6"

(2) BOLTS @ STD GAUGE,

TYP

TOS 111'-0"

TOS 110'-2"

TOS 114'-7 3/4"

SIDE

CHANNEL

PER PLAN

DECK SUPPORT

ANGLES PER PLAN

AND OTHER DETAILS

TOS 111'-0"

TOP

CHANNEL

PER PLAN

DECK SUPPORT

ANGLES PER PLAN

AND OTHER DETAILS

D

TOS LEVEL 2

114'-7 1/2"

/2

T Y

P

T Y

P

1/2"

1 1/2"

1 1/2"

4 1/2"

(2) BOLTS @ STD GAUGE

3/8" PL

WIDE FLANGE PER PLAN

1/2" PL X 9" SHORT

SLOTS PARALLEL

TO WIDE FLANGE

1/4

3 SIDES PL

TO HSS

HSS PER PLAN

1/4

1/4

PROVIDE SHIM AS REQUIRED, TYP

3 3/4"

3/8" PL X 10"

1/4

TYP

3/8" PL X 10" 1/2" PL X 9" SHORT SLOTS

PARALLEL TO WIDE FLANGE

TOS 114'-7 3/4"

PER PLAN

BEAM PER

PLAN

BEAM PER PLAN

2"

MIN

4"

1/2"

OPEN

3/16 1-12

1/4" EDGE PL

DECK AND

ATTACHMENT

TO EACH

BEAM PER

SCHEDULE

COL

D

TOS LEVEL 2

114'-7 1/2"

1/4

1/4

TYP

1 1/2"

1 1/2"

1/2"

(2) BOLTS @ 5 1/2" GAUGE

1/2" PL X 9" TYP WITH

SHORT SLOTS PARALLEL

TO WIDE FLANGE BEAM

BEAM TO COL

CONNECTION PER

OTHER DETAILS

BEAM PER PLAN

COL PER PLAN

SHIM AS REQUIRED FOR FIT UP

D

PROVIDE FULLY WELDED STEEL

CLOSURE PLATES TO BEAM

FLANGE EDGES FOR FLASHING

ATTACHMENT. SLOPE TOP

PLATE TO DRAIN

1/4" PLATE TYPICAL

EACH SIDE OF WEB

3/16

GRIND SMOOTH

TYP

126'-7"

126'-6"

125'-9"

GENERAL NOTES:

1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE ALL

SHEETS INCLUDED IN THE S-0NN SERIES (NN VARIES FROM 1 UP TO 10).

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

D

C

B

A

C A

T E

G O

R Y

C O

D E

A N

S I D

E

F

G

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A K

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A R

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N D

A V

IS

-8

-0

S-562

S E

C O

N D

A R

Y D

E T

A

IL

S

S A

V A

N N

A H

D

IS

T R

IC

T

W

O

G L E

T H

O R

P E

A V

E

S A

V A

N N

A H

G

A

B L A

C K

V

E A

T C

H S

P E

C

IA

L P

R O

J E

C T

S C

O R

P

W

T

H S

T R

E E

T S

U

IT

E

O V

E R

L A

N D

P A

R K

K

S

-2

F O

R T

B E

N N

IN

G

G

E O

R G

IA

S

O F

B A

T T

A L

IO

N H

E A

D Q

U A

R T

E R

S F

A C

IL

IT

Y F

Y

P N

N B

O L D

S

IS

S

U E

F O

R C

O N

S T

R U

C T

IO

N

SHEET ID

1" = 1'-0"E7

SECTION

1" = 1'-0"F3

SECTION

1" = 1'-0"F4

SECTION

1" = 1'-0"F1

SECTION

1" = 1'-0"D3

SECTION

1" = 1'-0"D4

SECTION

1" = 1'-0"C8

SECTION

1" = 1'-0"D1

SECTION

1" = 1'-0"B4

SECTION

1" = 1'-0"B1

SECTION

1" = 1'-0"A1

SECTION

1" = 1'-0"A4

SECTION 1" = 1'-0"A9

SECTION

2'1' 4'02'1' 4'02'1' 4'0

2'1' 4'0 2'1' 4'0

2'1' 4'0

2'1' 4'0

2'1' 4'02'1' 4'0

2'1' 4'0

2'1' 4'0

2'1' 4'0

2'1' 4'0

1" = 1'-0"D8

SECTION

2'1' 4'0

1" = 1'-0"A6

SECTION

2'1' 4'0

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

E N

D M

E N

T

/4 /2

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

E N

D M

E N

T

/1 /2

2 3 4 5 6 7 81.3 4.5

HSS10X8X1/2 HSS10X8X1/2 HSS10X8X1/2 HSS10X8X1/2

HSS10X8X1/4

HSS10X8X1/4 HSS10X8X1/4

HSS10X8X1/4 HSS10X8X1/4

HSS10X8X1/4

A3

SF230

HSS10X8X3/8 HSS10X8X3/8 HSS10X8X3/8 HSS10X8X3/8

A6

SF230

4'-0"

BO GIRT 124'-3 3/4"

TO GIRT 110'-10"

TO GIRT 120'-0"

BO GIRT 109'-0"

12345678 1.34.5

HSS10X8X1/4 HSS10X8X1/4 HSS10X8X1/4

HSS10X8X1/4HSS10X8X1/4

HSS10X8X1/2 HSS10X8X1/2 HSS10X8X1/2 HSS10X8X5/8

A3

SF230

0.6

HSS10X8X3/8 HSS10X8X3/8 HSS10X8X3/8 HSS10X8X5/8

A6

SF230

4'-0"

BO GIRT 124'-3 3/4"

TO GIRT 110'-10"

TO GIRT 120'-0"

BO GIRT 109'-0"

HSS10X8X1/4

A N

1'-5 1/2"

1'-5 1/2"

1'-5 1/2"

1'-5 1/2"

A N

1'-5 1/2"

1'-5 1/2"

1'-5 1/2"

1'-5 1/2"

GENERAL NOTES:

1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE ALL

SHEETS INCLUDED IN THE S-0NN SERIES (NN VARIES FROM 1 UP TO 10).

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

D

C

B

A

C A

T E

G O

R Y

C O

D E

A N

S I D

E

F

G

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W H

N R

A B

R O

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A K

A M

A R

A D

N D

A V

IS

-8

-0

SF230

F A

C A

D E

S U

P P

O R

T F

R A

M

IN

G

S A

V A

N N

A H

D

IS

T R

IC

T

W

O

G L E

T H

O R

P E

A V

E

S A

V A

N N

A H

G

A

B L A

C K

V

E A

T C

H S

P E

C

IA

L P

R O

J E

C T

S C

O R

P

W

T

H S

T R

E E

T S

U

IT

E

O V

E R

L A

N D

P A

R K

K

S

-2

F O

R T

B E

N N

IN

G

G

E O

R G

IA

S

O F

B A

T T

A L

IO

N H

E A

D Q

U A

R T

E R

S F

A C

IL

IT

Y F

Y

P N

N B

O L D

S

IS

S

U E

F O

R C

O N

S T

R U

C T

IO

N

SHEET ID

1/16" = 1'-0"E3

WEST FACADE

1/16" = 1'-0"C3

EAST FACADE

1. BO GIRT = BOTTOM OF GIRT. TO GIRT = TOP OF GIRT

2. TYPICAL FACADE SUPPORT FRAMING CONNECTION DETAILS

SEE SECONDARY CONNECTION DETAILS SHEET(S).

SHEET NOTES:

1/16" = 1'-0"A3

SECTION

1/16" = 1'-0"A6

SECTION

0 8' 16' 32'

0 8' 16' 32'

0 8' 16' 32'0 8' 16' 32'

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

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E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

E N

D M

E N

T

/1 /2

ABCDEFGHJKLMN

16'-2"

CLEAR

27'-8"16'-2"

E6

SF232

HSS12X10X1/2

HSS10X8X3/8

C15X33.9

HSS12X10X1/2

HSS10X8X3/8

C15X33.9

HSS12X10X1/2

HSS10X8X3/8

C15X33.9

HSS12X10X1/2

HSS10X8X3/8

C15X33.9

HSS12X10X1/2

HSS10X8X3/8

C15X33.9

HSS12X10X1/2

HSS10X8X3/8

C15X33.9

HSS12X10X1/2

HSS10X8X3/8

C15X33.9

HSS12X10X1/2

HSS10X8X3/8

C15X33.9

HSS12X10X1/2

HSS10X8X3/8

C15X33.9

HSS12X10X1/2

HSS10X8X3/8

C15X33.9

D.8H.6J.3

BO BRICK SUPPORT

B1

SF232

E3

SF232

E1

SF232

E5

SF232

C15X33.9

E8

SF232

HSS12X8X3/8 HSS12X8X3/8 HSS12X8X3/8 HSS12X8X3/8 HSS12X8X3/8 HSS12X8X3/8 HSS12X8X3/8 HSS12X8X3/8

HSS12X8X3/8 HSS12X8X3/8 HSS12X8X3/8

C15X33.9

S-560

F1

TYP

ABOVE WINDOWS

THIS ELEVATION

C15X33.9 C15X33.9

S-560

A1TYP

S-560

F1

L5X5X1/2

C15X33.9

A1 S-591

1/2 MAX SPACING

PER SECTION TYP

MAX SPACING PER

SECTION TYPICAL

DECK SUPPORT STRUT TYP

C15X50

TO GIRT 121'-8 5/8"

BO GIRT 112'-0 1/2"

BO GIRT 124'-3 1/2"

TO GIRT 129'-5 1/2"

TO GIRT 127'-9 1/2"

STEEL 114'-1"

A B C D E F G H J K L M N

HSS14X6X1/2

HSS14X6X1/4

HSS14X6X1/2 HSS14X6X1/2 HSS14X6X5/8 HSS14X6X1/2 HSS14X6X1/2 HSS14X6X1/2 HSS14X6X1/2 HSS14X6X1/2 HSS14X6X1/2

H S

S X

X

/2

H S

S X

X

/2

H S

S X

X

/2

H S

S X

X

/2

HSS14X6X1/4 HSS14X6X1/4 HSS14X6X1/4

H S

S X

X

/2

H S

S X

X

/2

HSS14X6X1/4 HSS14X6X1/4 HSS14X6X1/4

B5

SF232

____________________________A5 S-560

A5 S-560

A5 S-560

C15X50 C15X50 C15X50

HSS14X6X1/2

BO GIRT 116'-2"

TO GIRT 110'-10"

GENERAL NOTES:

1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE ALL

SHEETS INCLUDED IN THE S-0NN SERIES (NN VARIES FROM 1 UP TO 10).

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

D

C

B

A

C A

T E

G O

R Y

C O

D E

A N

S I D

E

F

G

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A D

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A V

IS

-8

-0

SF231

F A

C A

D E

S U

P P

O R

T F

R A

M

IN

G

S A

V A

N N

A H

D

IS

T R

IC

T

W

O

G L E

T H

O R

P E

A V

E

S A

V A

N N

A H

G

A

B L A

C K

V

E A

T C

H S

P E

C

IA

L P

R O

J E

C T

S C

O R

P

W

T

H S

T R

E E

T S

U

IT

E

O V

E R

L A

N D

P A

R K

K

S

-2

F O

R T

B E

N N

IN

G

G

E O

R G

IA

S

O F

B A

T T

A L

IO

N H

E A

D Q

U A

R T

E R

S F

A C

IL

IT

Y F

Y

P N

N B

O L D

S

IS

S

U E

F O

R C

O N

S T

R U

C T

IO

N

SHEET ID

1/16" = 1'-0"E1

NORTH FACADE

1. BO GIRT = BOTTOM OF GIRT. TO GIRT = TOP OF GIRT.

2. TYPICAL FACADE SUPPORT FRAMING CONNECTION DETAILS

SEE SECONDARY CONNECTION DETAILS SHEET(S).

3. BRICK SUPPORT STEEL SIZE PER SECTION.

SHEET NOTES:

1/16" = 1'-0"C1

SOUTH FACADE

0 8' 16' 32'

0 8' 16' 32'

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

E N

D M

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T

/1 /2

1 1

LEVEL 1

100'-0"

E

LEVEL 2

116'-0"

SHEET NOTE 2

LEVEL 1

100'-0"

LEVEL 2

116'-0"

1.3

102A

SHEET NOTE 2

1.3

A4 A-440

A7 A-440

102A

11'-8"

F O

R

IM

F E

R T

O S

T R

U C

T

S

T A

IR

S

T R

E A

D

S

T A

IR

S

T R

E A

D

M .O

EQ

CLR AT STAIR

3'-10" 1'-5" +/-

CLR AT STAIR

3'-10" EQ

GENERAL NOTES:

1. FOR GENERAL NOTES, LEGENDS, ABBREVIATION, AND

THERMAL ENVELOPE REQUIREMENTS, SEE SHEET A-001.

2. BUILDING ELEVATION 100'-0" IS EQUAL TO 281'-0" ABOVE SEA

LEVEL.

3. SEE DRAWING A-020 SERIES FOR WALL AND SPECIALTY

CEILING TYPES.

4. SEE DRAWING A-600 AND A-601 FOR ROOM FINISH MATERIAL

LEGEND AND MATERIAL CODES. SEE DRAWING A-605 AND

A-606 FOR ARCHITECTURAL MATERIAL LEGEND AND

MATERIAL CODES.

5. EXTERIOR MASONRY VENEER ANCHORS AND WALL

SHEATHING SHALL ALLOW FOR BUILDING STRUCTURAL

DEFLECTION AND MOVEMENT. REFER TO GENERAL NOTES

ON SHEET A-001.

6. SIZE STUDS TO SUPPORT ALL CABINETRY AND FURNITURE /

FIXTURES AND PROVIDE ADEQUATE BLOCKING WHERE

NEEDED FOR CABINETRY, TOILET ACCESSORIES,

ACOUSTICAL WALL PANELS, SIGNAGE, AND VISUAL

COMMUNICATIONS.

LEVEL 1

100'-0"

LEVEL 2

116'-0"

A-616

A4

REV

A-616

A1

REV

SHEET NOTE 2

SHEET NOTE 1

CONT. VAPOR

RETARDER TYP

UNDER CONC.

SLAB

BENTONITE

COMPOSITE

WATERPROOFING ;

BCW1. SEE SHEET

NOTE 4

C1 A-440

1/4" THICK #4 SATIN S.S.

THRESHOLD PLATE.

EXTEND TO ALIGN WITH

EDGE OF DOOR JAMB

A-440

E6

A-440

E6 SIM

SHEET NOTE 3

M2

B1

EXTENT OF CONCRETE

CEILING ABOVE

SHOWN DASHED

INSERT EXPANDABLE

FIRE RATED SEAL;

FRS1; VERTICALLY

AND HORIZONTALLY

TO CREATE FIRE

BARRIER AT OPENING

M

IN

S3

S3 S3 S3

2"

EXTENT OF

CONCRETE FLOOR

ABOVE

SCHEDULED FIRE

RATED WALL TYPE

SCHEDULED CMU

WALL TYPE

INSERT

EXPANDABLE FIRE

RATED SEAL; FRS1;

VERTICALLY AND

HORIZONTALLY TO

CREATE FIRE

BARRIER AT

OPENING

D R

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S U

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B Y

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F

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E N

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E

IS

S

U E

D A

T E

C O

N T

R A

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N O

S O

L

IC

IT

A

T

IO

N N

O

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

D

C

B

A

C A

T E

G O

R Y

C O

D E

A N

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D A

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A V

IS

-8

-0

A-440

E N

L A

R G

E D

E L E

V A

T O

R A

N D

S T

A

IR

P L A

N S

S

E C

T

IO

N S

S A

V A

N N

A H

D

IS

T R

IC

T

W

O

G L E

T H

O R

P E

A V

E

S A

V A

N N

A H

G

A

B L A

C K

V

E A

T C

H S

P E

C

IA

L P

R O

J E

C T

S C

O R

P

W

T

H S

T R

E E

T S

U

IT

E

O V

E R

L A

N D

P A

R K

K

S

-2

F O

R T

B E

N N

IN

G

G

E O

R G

IA

S

O F

B A

T T

A L

IO

N H

E A

D Q

U A

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E R

S F

A C

IL

IT

Y F

Y

P N

S K

E T

C H

U M

IS

S

U E

F O

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O N

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C T

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N

SHEET ID

0 2' 4' 8'

1/4" = 1'-0"A4

STAIR A - SECTION 1

1/4" = 1'-0"A7

STAIR A - SECTION 2

0 2' 4' 8' 0 2' 4' 8'

1/4" = 1'-0"E4

STAIR A ENLARGED PLAN - LEVEL 1

1/4" = 1'-0"C1

ELEVATOR SECTION

1/4" = 1'-0"A1

ENLARGED ELEVATOR PLAN - LEVEL 1

0 2' 4' 8'

0 2' 4' 8'

SHEET NOTE 1

1. ELEVATOR FINISHES PER A-601 AND A-601 ROOM FINISH

MATERIAL LEGEND AND SPEC SECTION 14 24 13 HYDRAULIC

FREIGHT ELEVATORS.

2. 1-HR FIRE RATED CEILING/ROOF AT RATED EXIT EGRESS

ENCLOSURE OR ELEVATOR SHAFT. CONSTRUCTION PER

PLAN DESIGNATIONS AND A-020 SERIES WALL/CEILING

TYPES.

3. A 20" MINIMUM HORIZONTAL CLEARANCE BETWEEN THE

SIDE OF THE ELEVATOR PLATFORM/CAB AND THE SOUTH

WALL OF THE HOISTWAY IS REQUIRED AND MUST BE

MAINTAINED FOR THE ENTIRE HEIGHT OF THE HOISTWAY TO

PROVIDE THE MINIMUM HOISTWAY PIT ENTRAPMENT

PROTECTION REQUIRED BY UFC 3-490-06.

4. BENTONITE COMPOSITE MEMBRANE WATERPROOFING;

BCW1; INSTALLED TO ENCAPSULATE ELEVATOR PIT AND

PREVENT WATER INTRUSION INTO THE PIT AREA. EXTEND

WATERPROOFING ON ALL SIDES AND BOTTOM OF CIP

CONCRETE SURROUNDING THE PIT INCLUDING ALL

HORIZONTAL AND VERTICAL SURFACES. OVERLAP VAPOR

RETARDER (LOCATED UNDER THE SLAB) 6” MINIMUM.

EXTEND 2’-0” MINIMUM ON THE TOP SURFACE OF CIP

CONCRETE FOUNDATION SUPPORT FOR COLUMN 3E.

SHEET NOTES:

1 1/2" = 1'-0"E6

FIRE RATED JT @ ELEVATOR HOISTWAY

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GENERAL NOTES:

1. NOT USED.

2. REFER TO STRUCTURAL INTERIOR FINISHES COLOR

BOARDS IN PART 3 OF THE CID PACKAGE FOR EXTERIOR

AND INTERIOR TEXTURES, PATTERNS, GENERAL COLOR,

AND OVERALL DESIGN INTENT.

1. “FF1 DARK BROWN TONE” (FACTORY FINISH ON METAL

PRODUCTS) SHALL MATCH EXISTING, STANDARD BASE “FT.

BENNING DARK BROWN COLOR” AND IS A CUSTOM COLOR.

THIS COLOR IS IMPORTANT BECAUSE THE MAJORITY OF

METAL WALL PANELS AND THE METAL ROOF SYSTEM ARE

REQUIRED TO MATCH FF1 AND EACH OTHER EXACTLY.

THE BENCHMARK FOR A PROPER COLOR MATCH FOR

FF1 IS THE EXISTING METAL ROOF/DOWNSPOUTS AT

BUILDING 2931A AT 6420 DAWSON LOOP ROAD.

2. “FF5 BRICK COLOR” (FACTORY FINISH ON METAL

PRODUCTS) SHALL COORDINATE WITH THE BRICK, BRK1,

COLOR. THIS COLOR WILL BE CHOSEN BY THE DOR AS

DESCRIBED IN SHEET NOTE 4. BELOW.

3. “FF2 BUFFSTONE COLOR” SHALL COORDINATE WITH THE

CAST STONE WAINSCOT, CST1, COLOR. THIS COLOR WILL

BE CHOSEN BY THE DOR AS DESCRIBED IN SHEET NOTE 4.

BELOW.

4. THE FOLLOWING PRODUCT COLORS TO BE COORDINATED

AND BALANCED BY THE DESIGNER OF RECORD (DOR)

DURING CONSTRUCTION SUBMITTAL PHASE TO ASSURE A

HARMONIOUS COMPOSITION THAT MEETS DESIGN INTENT

AS REPRESENTED IN THIS LEGEND. SINCE THE

CONTRACTOR HAS FREEDOM TO SUBMIT MULTIPLE

MANUFACTURER PRODUCTS THAT MEET THE

SPECIFICATION REQUIREMENTS THE FOLLOWING

MATERIAL COLORS AND FINISHES TO BE SUBMITTED IN

TANDEM TO THE DOR FOR FINAL COLOR REVIEW,

APPROVAL, AND COLOR BALANCING PRIOR TO APPROVAL

FOR PURCHASE. THE PRODUCTS TO BE SUBMITTED IN

TANDEM ARE AS FOLLOWS: BRICK, CAST STONE, METAL

WALL PANEL, METAL STANDING SEAM ROOF, CURTAIN

WALL METAL COLOR, STOREFRONT METAL COLOR, ALL

EXTERIOR GLAZING, LOUVERS, EXTERIOR STEEL

FRAME PAINT COLOR PNT23.

5. SPRAY FOAM IS INSERTED INTO STEEL STRUCTURAL TUBE

SHAPES LOCATED WITHIN THE EXTERIOR NORTH, EAST,

AND WEST WALL ASSEMBLIES AS INDICATED ON

DRAWINGS

• THE EXTERIOR NORTH WALL HAS TWO PORTIONS

AND ONLY ONE PORTION SHALL HAVE THE SPRAY

FOAM INSERTED.

• THE TWO PORTIONS ARE: 1) A "MAJOR WALL",

CLOSEST TO GRID LINES 1 AND 1.3 AND 2) A

"SECONDARY WALL" LOCATED IN SELECTED AREAS

ABOUT 3 FEET NORTH OF GRID LINES 1 AND 1.3.

• ONLY HORIZONTAL TUBES WITHIN THE "MAJOR

WALL" OR SELECTED TUBES PENETRATING THE

"MAJOR WALL" SHALL HAVE THE SPRAY FOAM

INSULATION INSERTED AS INDICATED IN

DRAWINGS

SHEET NOTES:

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SHEET ID

08 91 00 LVR2

METAL LOUVERS AND ADJACENT

FLASHING

ADJACENT TO BRICK WALL

PNT24 OR FF5 WHICH IS A BRICK TONE. SEE SHEET NOTE 2 AND

4.

LOUVERS

08 91 00 LVR1

METAL LOUVERS AND ADJACENT

FLASHING

ADJACENT TO DARK BROWN MWP1

PNT20 OR FF1 WHICH IS A DARK BROWN TONE. SEE SHEET

NOTE 1 AND 4.

EXPANSION COVER 08 11 13 EXJ1 EXPANSION COVER AT DOOR FRAME DOORS AT STAIRS PER SPEC

FIRE STOPPING 07 84 00 FRS1 EXPANDABLE 1 HR RATED SEAL 1 HR RATED SPACES GRAY

07 21 16 INS5 MINERAL WOOL THROUGH-OUT INTERIOR AND EXTERIOR EXTERIOR SYSTEM TO MEET THERMAL REQUIREMENTS DEFINED ON A-001.

07 21 13.00 INS4 SPRAY FOAM

INJECT INTO STEEL TUBE STRUCTURE AT PERIMETER TO

MEET THERMAL REQUIREMENTS

EXTERIOR SYSTEM TO MEET THERMAL REQUIREMENTS DEFINED ON A-001. SEE SHEET

NOTE 5.

07 21 16 INS3 FIBERGLASS BATT THROUGH-OUT INTERIOR AND EXTERIOR EXTERIOR SYSTEM TO MEET THERMAL REQUIREMENTS DEFINED ON A-001.

07 22 00 INS 2 POLYISO RIGID AT ROOF ROOF EXTERIOR SYSTEM TO MEET THERMAL REQUIREMENTS DEFINED ON A-001.

INSULATION

07 21 13 INS1 POLYISO RIGID AT WALL EXTERIOR WALLS EXTERIOR SYSTEM TO MEET THERMAL REQUIREMENTS DEFINED ON A-001.

07 53 23 DRN2

EXTERIOR COWS TONGUE DRAIN AND

ROOF DRAIN CLEANOUT COVER

WAINSCOT NORTH SIDE NICKEL OR STAINLESS STEEL

07 53 23 DRN1

COMBINATION PRIMARY AND

OVERFLOW ROOF DRAIN

SECONDARY ENTRY, BUILT-IN ROOF GUTTER NORTH SIDE BLACK OR DARK COLOR

07 53 23 EPD1 EPDM ROOF ON INSULATION

SMALLER AREAS AT MAIN AND SECONDARY ENTRIES AT

NORTH SIDE

BLACK EPDM OVER INS2 SYSTEM. MEETS THERMAL REQUIREMENTS DEFINED ON A-001.

ROOF

07 61 14.00 20 SSR1

STANDING SEAM METAL ROOF ON

INSULATION

MAJORITY OF BUILDING FF1 (A DARK BROWN TONE).SEE SHEET NOTE 4.

3'' TALL STANDING SEAMS; MECHANICALLY SEAMED; OVER INS2 SYSTEM. MEETS

THERMAL REQUIREMENTS DEFINED ON A-001. SEE SHEET NOTE 4.

07 60 00 MFL7 SS METAL FLASHING WAINSCOT PER SPEC

07 60 00 MFL6 METAL FLASHING

ADJACENT TO BRICK WALL /COLUMNS AND BRICK COLOR

LOUVERS

PNT24 OR FF5

07 60 00 MFL5 METAL FLASHING

ADJACENT TO DEEP GRAY-GREEN COLOR MWP4, EXPOSED

STRUCTURAL STEEL

PNT23 OR FF4

07 60 00 MFL4 METAL FLASHING

ADJACENT TO MEDIUM BROWN COLOR MWP3, COILING

AND SWINGING DOORS

PNT22 OR FF3

07 60 00 MFL3 METAL FLASHING

ADJACENT TO BUFFSTONE COLOR MWP2 AND CAST

STONE CST1

PNT21 OR FF2

07 60 00 MFL2 GUTTER AND DOWNSPOUTS PNT20 OR FF1

EXTERIOR FLASHING

AND DOWNSPOUTS

07 60 00 MFL1 METAL FLASHING

ADJACENT TO DARK BROWN COLOR MWP1,ROOF SSR1,

BUILT-IN GUTTER, LOUVERS

PNT20 OR FF1

07 27 26 AVB4 FLUID APPLIED AIR/VAPOR BARRIER AT WALL SYSTEM; APPLIED OVER WALL SHEATHING

WORKS IN CONJUNCTION W/ OTHER SYSTEMS TO FORM A CONTINUOUS ENVELOPE AIR

BARRIER

07 61 14.00 20 AVB3 AIR/VAPOR BARRIER MEMBRANE WITHIN ROOFING SYSTEM

WORKS IN CONJUNCTION W/ OTHER SYSTEMS TO FORM A CONTINUOUS ENVELOPE AIR

BARRIER. VAPOR BARRIER LOCATION SHOWN ON THESE DRAWINGS IS DIAGRAMMATIC

ONLY; PER SPECIFICATION, MANUFACTURER TO DETERMINE IF VAPOR BARRIER IS

REQUIRED AND IF SO, WHERE IS LOCATED IN THE ASSEMBLY.

AVB2 NOT USED

AIR AND VAPOR

BARRIERS

07 21 16 AVB1 AIR/VAPOR BARRIER MEMBRANE

PENETRATIONS AND CONDITIONS WHERE AVB3 AND AVB4

ARE NOT EFFECTIVE

WORKS IN CONJUNCTION W/ OTHER SYSTEMS TO FORM A CONTINUOUS ENVELOPE AIR

BARRIER

07 42 13 MWP4

WALL PANELS AND ADJACENT

MATCHING FLASHING

PANEL AT MAIN ENTRY CANOPY CEILING

ALUMINUM PLATE; FF4 (A DEEP GRAY-GREEN TONE). SEE

SHEET NOTE 4.

SEE ELEVATIONS AND WALL SECTIONS FOR PANEL DIMENSIONS AND PATTERN. SEE

SHEET NOTE 4.

07 42 13 MWP3

WALL PANELS AND ADJACENT

MATCHING FLASHING

PANEL BETWEEN DOORS AT EAST SIDE

ALUMINUM PLATE; FF3 (A MEDIUM BROWN TONE). SEE SHEET

NOTE 4.

SEE ELEVATIONS AND WALL SECTIONS FOR PANEL DIMENSIONS AND PATTERN. SEE

SHEET NOTE 4.

07 42 13 MWP2

WALL PANELS AND ADJACENT

MATCHING FLASHING

MAIN ENTRY TOWER AND SECONDARY ENTRY PORTAL;

INTERIOR ENTRY VESTIBULE

ALUMINUM PLATE; FF2 (A BUFF STONE TONE). SEE SHEET NOTE

4.

SEE ELEVATIONS AND WALL SECTIONS FOR PANEL DIMENSIONS AND PATTERN. SEE

SHEET NOTE 4.

METAL WALL PANELS

07 42 13 MWP1

WALL PANELS AND ADJACENT

MATCHING FLASHING

TYPICAL EXTERIOR WALL

ALUMINUM PLATE; FF1 (A DARK BROWN TONE). SEE SHEET

NOTE 4.

MULTIPLE PANEL SIZES. SEE ELEVATIONS AND WALL SECTIONS FOR PANEL

DIMENSIONS AND PATTERN. SEE SHEET NOTE 4.

WATERPROOFING 07 17 00 BCW1

BENTONITE COMPOSITE

WATERPROOFING

BELOW LEVEL ONE AT ELEVATOR PIT

INSTALL TO ENCAPSULATE ELEVATOR PIT/SUMP PUMP CONC. WALLS/FLOOR TO

PREVENT WATER INTRUSION INTO PIT AREA

METAL LADDER 05 50 13 LAD1 INTERIOR LADDER ELEVATOR PIT

METAL RAILING 05 52 00 MGR1 METAL RAILINGS STAIRS

REFER TO A-600 AND A-601 AND I-400 SERIES DWGS FOR

FINISHES

EXPOSED STEEL

STRUCTURE

05 12 00 STL1 EXPOSED STEEL STRUCTURE

EXTERIOR: ALL EXPOSED STEEL STRUCTURE INCLUDING

NORTH ENTRIES AND SOUTH CANOPIES; EXPOSED METAL

DECK

PNT23 AT EXTERIOR. REFER TO A-600 AND A-601 ROOM FINISH

MATERIAL LEGEND FOR INTERIOR COLOR

SEE SHEET NOTE 4.

04 20 00 CST1

CAST CONRETE MASONRY UNITS,

WINDOW HEADERS AND SPECIALTY

SHAPES

EXTERIOR FACADE; WAINSCOT

ARCHITECTURAL STONE FINISH WHICH IS SIMILAR TO A 50%

ACID WASHED LIMESTONE; BUFFSTONE COLOR SIMILAR TO

PANTONE 12-5201 TPG ICICLE. SEE SHEET NOTE 3 AND 4.

MODULAR VENEER UNITS; TYPICAL FIELD UNIT DIMENSIONS = 7 5/8'' x 15 5/8'' x 3 5/8''

THICK.SEE SHEET NOTE 4.

04 20 00 BRK1 BRICK EXTERIOR FACADE

FLASHED BRICK; WIRE CUT FINISH. BRICK AND GROUT TYPE TO

MATCH EXISTING FT. BENNING "MANEUVER CENTER OF

EXCELLENCE" FIELD BRICK. SEE SHEET NOTE 2 AND 4.

MODULAR SIZE BRICK TYPICAL FIELD UNIT DIMENSIONS 3 5/8" WIDE BY 2 1/4" TALL BY 7

5/8" TALL; SEE SHEET NOTE 4.

MASONRY

04 20 00 CMU1 CONCRETE MASONRY UNITS EGRESS STAIR ENCLOSURES; ELEVATOR SHAFT

REFER TO A-600 AND A-601 AND I-400 SERIES DWGS FOR

FINISHES

03 30 00 PAV1

SCORED AND EXPOSED AGGREGATE

CONCRETE PAVING

PAVING AT MAIN ENTRY COURTYARD AND SECONDARY

ENTRY

REFER TO CIVIL DWGS; SPECIFICALLY LP103 AND C-550

CAST-IN- PLACE

CONCRETE

03 30 00 PCO1 CAST-IN-PLACE CONCRETE ARMS VAULT, FIRE-RATED CEILINGS, SLAB, TOPPING SLAB

REFER TO A-600 AND A-601 AND I-400 SERIES DWGS FOR

FINISHES

CATEGORY SPEC SECTION CODE ITEM LOCATION COLOR / TYPE / TEXTURE / PATTERN / SIZE REMARKS

ARCHITECTURE MATERIAL LEGEND

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GENERAL NOTES

1. REFER TO A-600 AND A-601 FOR ROOM FINISH MATERIAL

LEGEND.

2. REFER TO A-605 AND A-606 FOR ARCHITECTURAL FINISH

LEGEND.

3. REFER TO A-001 FOR GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS.

4. FOR LIST OF INTERIOR MATERIALS USED FOR CASEWORK,

SEE SHEET A-600 AND A-601 ROOM FINISH MATERIAL LEGEND.

THE MANUFACTURER'S NAMES AND THEIR PRODUCTS

REFERENCED INDICATE THE COLOR, TEXTURE, AND PATTERN

REQUIRED FOR THE MATERIALS LISTED. THE PRODUCTS

FURNISHED SHALL MEET THE COLOR, TEXTURE AND

PATTERN INDICATED; AS WELL AS THE MATERIAL QUALITY

AND PERFORMANCE SPECIFIED IN THE APPLICABLE

TECHNICAL SECTION. THE USE OF MANUFACTURER'S NAMES

AND PRODUCTS DO NOT PRECLUDE THE USE OF OTHER

MANUFACTURER'S PRODUCTS OF APPROVED EQUAL COLOR,

TEXTURE, AND PATTERN AS LONG AS ALL REQUIREMENTS IN

THE TECHNICAL SECTIONS ARE MET.

5. FOR FLOOR DRAIN LOCATIONS SEE PLUMBING DRAWINGS,

COORDINATE DRAIN PLACEMENT WITH FINISH FLOOR

MATERIALS .

6. WALL FINISH TAG CENTERED IN ROOM WITHOUT LEADER

ARROWS INDICATES STANDARD FINISHES THAT ARE TO BE

USED IN THAT ENTIRE ROOM.

7. PROVIDE CORNER GUARDS IN ALL MAJOR CORRIDORS PER

SPECIFICATION 10 26 13 WALL AND DOOR PROTECTION;

AND IN LOCATIONS AS INDICATED.

8. PROVIDE SANITARY WALL GUARDS ON ALL OUTSIDE

CORNERS IN ALL BATHROOMS. REFER TO SPECIFICATION

09 30 10 CERAMIC, PORCELAIN AND GLASS TILING.

9. PROVIDE HORIZONTAL WINDOW BLINDS (OR SHADES) PER

SPECIFICATION 12 21 00 IN LOCATIONS AS INDICATED ON

FINISH PLANS.

10. REFER TO A-140 AND A-150 SERIES FOR REFLECTED CEILING

PLANS FOR LOCATIONS OF CEILING FINISHES.

11. ALL ELECTRICAL SWITCH HANDLES, RECEPTACLE BODIES,

DEVICE COVERS, SWITCH PLATES, AND ELECTRICAL PANELS

TO BE IN A WHITE FINISH UNLESS OTHERWISE NOTED.

12. ALL ELECTRICAL SWITCH HANDLES, RECEPTACLE BODIES,

DEVICE COVERS, AND SWITCH PLATES IN MECHANICAL,

FIRE PUMP, ELECTRICAL, AND COMM ROOMS TO BE IN A

STAINLESS STEEL FINISH.

13. ALL SWITCH HANDLES, RECEPTACLE BODIES, DEVICE

COVERS, SWITCH PLATES, AND ELECTRICAL PANELS

LOCATED ON A WALL FINISHED WITH METAL WALL PANELS

(MWP & MWP1) TO BE IN A BLACK OR SIMILAR FINISH.

14. ALL EXPOSED STEEL STRUCTURE INCLUDING BUT NOT

LIMITED TO FLOOR/ROOF DECKING, BEAMS, JOISTS,

COLUMNS, GIRTS, AND DIAGONAL BRACING (NOT INCLUDING

READINESS BAYS) TO RECEIVE OTS PAINT PNT2.

15. ALL EXPOSED STEEL STRUCTURE INCLUDING BUT NOT

LIMITED TO COLUMNS, GIRDERS, WIDE FLANGES AND

DIAGONAL BRACING (READINESS BAYS ONLY) TO RECEIVE

PAINT PNT12.

16. REFER TO ARCHITECTURAL ELEVATIONS A-400 SERIES FOR

ADDITIONAL FINISH INFORMATION FOR CASEWORK,

COUNTERTOPS, TILE AND BACKSPLASH FINISHES.

17. ALL WALLS ON LEVEL 1 THAT ARE IN ROOMS WHICH ARE

OTS (NOT INCLUDING READINESS BAYS) TO RECEIVE PNT2

STARTING AT 12' AFF, ENDING AT THE DECK ABOVE, UON ON

DRAWINGS.

18. ALL WALLS ON LEVEL 2 THAT ARE IN ROOMS WHICH ARE

OTS TO RECEIVE PNT2 STARTING AT 15' AFF, ENDING AT

THE DECK ABOVE, UON ON DRAWINGS.

19. ALL EXPOSED CAULKING, SEALANTS, AND CONTROL/

EXPANSION JOINTS TO MATCH ADJACENT MATERIAL.

REFER TO SPEC SECTION 07 92 00 JOINT SEALANTS FOR

REQUIRED SEALANT COLOR SUBMISSION REQUIREMENTS.

20. TRANSITIONS TO INCLUDE STAINLESS STEEL AT DOOR

THRESHOLDS, AND SOLID SURFACE AT RESTROOMS (AS

INDICATED IN DETAILS). RAF TERRAZZO TRANSITIONS TO

POURED TERRAZZO USE A POUR STOP STRIP. OTHER RAF

FINISHES SUCH AS CARPET AND VINYL TO EITHER USE A

MONOLITHIC OR RUBBER REDUCER TRANSITION AS

RECOMMENDED BY THE FLOORING MANUFACTURER. ALL

FLOORING TRANSITIONS TO OCCUR AT CENTERLINE OF

DOOR UON.

CORNER GUARD, CG

EPOXY TERRAZZO

FLOORING AND EPOXY

TERRAZZO TILE FLOORING,

ET & ETT

ENTRANCE FLOOR MAT,

EM

CARPET TILE, CPT1, CPT2,

CPT3, CPT4

PORCELAIN FLOOR TILE,

PFT

SEALED CLEAR POLISHED

CONCRETE, SC

CG

VINYL FLOOR TILE, VT1, VT2

FINISH LEGEND

HIGH PRESSURE LAMINATE

TILES OVER RAISED

ACCESS FLOOR, RAF2

TERRAZZO TILE OVER

RAISED ACCESS FLOOR,

RAF1

CERAMIC FLOOR TILE,

CFT

XX-99

XX-99 WALL AND WALL BASE

FINISH TAG (WALL/BASE)

XXX FLOOR FINISH TAG

DIRECTION OF PATTERN

WALL FINISH LEGEND

CODE

PNT

PWT

DESCRIPTION

PAINT

PORCELAIN WALL TILE

CWT CERAMIC WALL TILE

RB RUBBER WALL BASE

CB CERAMIC WALL BASE

AWP ACOUSTICAL WALL PANELS

AP ACOUSTICAL PARTITION

GWT GLASS WALL TILE

MWP METAL WALL PANEL

VWC VINYL WALL COVERING

WP WOOD PANEL

DC RECESSED DISPLAY CASE

ETB EPOXY TERRAZZO WALL BASE

SCB SANITARY COVE BASE

LK LOCKER

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CONFERENCE

ROOM 12 PN

SIGINT

OST

OST

228.2

OST

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HALLWAY

CONFERENCE

ROOM 12 PN

S-2 SA TR

ROC

MECHANICAL

ROC RACK ROOM

HALLWAY

STAIR B

ELEC

CPT1

RB1

PNT3

CPT3

CPT3

RB1

PNT3

RB1

PNT3

RB1

PNT10

RB1

PNT10

RB1

PNT8RAF1

RAF1

RAF2

RB1

PNT3

RAF1

RB1

PNT4

RB1

PNT4

RB1

PNT4

CPT1

RB1

PNT3

RAF2 RB1

PNT3

RB1

PNT3

SC

SCSC

1RB3

PNT12

CPT1

CPT1

RB1

PNT3

RB1

PNT3

CPT1

RB1

PNT3

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D Q

U A

R T

E R

S F

A C

IL

IT

Y F

Y

P N

S K

E T

C H

U M

IS

S

U E

F O

R C

O N

S T

R U

C T

IO

N

SHEET ID

8'4' 16'0

1/8" = 1'-0"A1

FINISH PLAN - LEVEL 2 - AREA C

SHEET NOTES

ALL STAIRS AND RISERS TO RECEIVE RUBBER

STAIR TREADS/RISERS (STR1).

ITEM INDICATED TO BE 4'-0"x8'-0" ACOUSTICAL

PARTITION (AP).

WALL INDICATED TO RECEIVE ACOUSTICAL WALL

PANELS (AWP1).

WINDOWS ON NORTH WALL TO RECEIVE MINI BLINDS

(MB).

AREA INDICATED TO RECEIVE ACOUSTICAL WALL

PANELS (AWP2).

METAL STAIR STRUCTURE, GUARDRAILS,

HANDRAILS, AND UNDERSIDE OF LANDINGS IN

STAIR B TO RECEIVE PNT6.

SEE SHEET A-616 / D1 FOR FLOOR TRANSITION

DETAIL.

SEE SHEETS A-521 AND A-522 FOR CROSS

BRACE BASE DETAILS AND FINISHES.

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

E N

D M

E N

T

/1 /2

J

J W

J W

J W

EDCBA

COMM STORAGE

UNIT STORAGE

UNIT STORAGE

MENS

HALLWAY

WOMENS

ARMS VAULT

SECURE

NON-SENS.

STORAGE

HHC READINESS

BAY

NBC ROOM

MATCHLINE SEE A1 / E-111

M A

T C

H L

IN

E S

E E

C

E

-1

8.2

B.3 C.3 D.5

WAHP-RM-001

WAHP-RM-002

WAHP-RM-003

WAHP-RM-004

201:20,22,24 3#10,1#10G,1"C

WP

GFCI

GFCI

3:21

GFCI

GFCI GFCI

GFCI

3:21

3:21

3:21 3:21

4:1,3 3#10,1#10G,1"C

3:333:23

3:23

3:23

3:23

3:23

3:25

3:25 3:25

3:25

3:293:27 3:27 3:29

3:25

3:29

3:29

3:29

3:31

3:31

C C

C

3:27

3:25

3:35

1:25,27 1:28,30

1:29,31

3:20,22,24

3:41

3:16

5 3:18

3:18

AC-RM-001

DP-201:25,27,29

3:31

3:31

3:31

D E F

A B C

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

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T

E D

B Y

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IZ

E

F

IL

E N

A M

E

IS

S

U E

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T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

D

C

B

A

C A

T E

G O

R Y

C O

D E

A N

S I D

E

F

G

2 3 4 5 6 7 8 9 10

PLAN NORTH

KEY PLAN

SCALE: NTS

C:\Revit\local_18\FB-75RBHQ-E_mck57888.rvt

4/12/2022 1:54:24 PM

J A

N U

A R

Y

W H

N R

B M

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E N

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IE

B M

C K

E N

Z

IE

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A V

IS

-8

-0

E-114

P O

W E

R P

L A

N

L E

V E

L

A

R E

A D

S A

V A

N N

A H

D

IS

T R

IC

T

W

O

G L E

T H

O R

P E

A V

E

S A

V A

N N

A H

G

A

B L A

C K

V

E A

T C

H S

P E

C

IA

L P

R O

J E

C T

S C

O R

P

W

T

H S

T R

E E

T S

U

IT

E

O V

E R

L A

N D

P A

R K

K

S

-2

J T

F O

R T

B E

N N

IN

G

G

E O

R G

IA

S

O F

B A

T T

A L

IO

N H

E A

D Q

U A

R T

E R

S F

A C

IL

IT

Y F

Y

P N

J G

A R

C

IA

IS

S

U E

F O

R C

O N

S T

R U

C T

IO

N

SHEET ID

1/8" = 1'-0"C1

POWER PLAN - LEVEL 1 - AREA D

8'4' 16'0

1. FOR ELECTRICAL GENERAL NOTES, LEGENDS AND

ABBREVIATIONS, SEE SHEETS E-001 THRU E-004.

2. PANEL DESIGNATIONS ARE INDICATED AS FOLLOWS:

DP-AD1-201 IS DESIGNATED AS 201

PP-AD1-001 IS DESIGNATED AS 1

PP-AD1-003 IS DESIGNATED AS 3

PP-AD1-004 IS DESIGNATED AS 4

3. COORDINATE WITH MECHANICAL CONTRACTOR TO

ENSURE THAT ELECTRICAL EQUIPMENT DOES NOT

BLOCK MAINTENANCE ACCESS FOR WATER-TO-AIR

HEAT PUMPS (WAHP). LOCATION AND MAINTENANCE

CLEARANCE OF WAHPS ARE SHOWN IN MECHANICAL

MH SERIES DRAWINGS.

4. SEPARATION OF RED TELECOMMUNICATIONS AND

ANY POWER CABLING TO BE PER CNSSAM

TEMPEST/1-13 LEVEL III.

5. FOR MECHANICAL EQUIPMENT SCHEDULES, SEE

SHEETS M-601 THRU M-606.

GENERAL NOTES

1. DEDICATED RECEPTACLE FOR TELEVISION.

COORDINATE HEIGHT AND LOCATION WITH CATV

JACK.

2. NOT USED.

3. MAKE CONNECTION TO MOTORIZED ROLL UP DOOR

OPERATOR. ROLL UP DOOR OPENER SHALL BE

LOCATED ON THE INSIDE OF THE FACILITY ONLY.

MOUNT DISCONNECT SWITCH TO LOCATE STEEL AND

ADJACENT TO THE DOOR OPERATOR.

4. MAKE CONNECTION TO HARDWIRED POWER

CONVERTER FOR FAUCETS.

5. MAKE CONNECTION TO HARDWIRED POWER

CONVERTER FOR FLUSH VALVES.

6. CONTRACTOR SHALL PROVIDE DISCONNECT SWITCH

FOR MECHANICAL UNIT, SIZED IN ACCORDANCE WITH

MECHANICAL EQUIPMENT REQUIREMENTS.

DISCONNECT SWITCH SHALL BE LOCATED ADJACENT

TO THE MECHANICAL UNIT AND MOUNTED TO A

SUPPORT FRAME. DISCONNECT SWITCH SHALL NOT

BE MOUNTED DIRECTLY TO THE EQUIPMENT AND

SHALL NOT INFRINGE ON THE ABILITY TO PERFORM

MAINTENANCE PER MANUFACTURER'S INSTRUCTION.

SEE SHEETS M-601 THRU M-606 FOR MECHANICAL

EQUIPMENT SCHEDULES.

SHEET NOTES1

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

E N

D M

E N

T

/1

/2

G

E

O

R

G

I

A

P

A

U

AC

K

S

O

N

R

E

G

I S

T E

R

E

D

E

N

G

IN

E

E

R

No. PE046864

04/13/22

J W

J W

J W

JHGFE

ARMS VAULT

WOMENS

HALLWAY

MENS

CEMA READINESS

BAY

COMM STORAGE

UNIT STORAGE

UNIT STORAGE

M A

T C

H L

IN

E S

E E

C

E

-1

MATCHLINE SEE B2 / E-112

M A

T C

H L

IN

E S

E E

C

E

-1

8.2

WAHP-RM-006

WAHP-RM-005

WAHP-RM-007

WAHP-RM-008

201:26,28,30 3#10,1#10G,1"C

5:28,30

3:25

3:29

3:29

SECURE

NON-SENS.

STORAGE

NBC ROOM

C

GFCI

C C C

GFCI GFCI8:23 GFCI

8:23 8:23 8:23

8:23

8:25

8:27

8:27 8:27

8:27

8:29

8:29

8:29

8:29

8:31

8:33

8:33

8:33

8:37

8:37

8:33

8:37

8:37

8:35

8:35

8:37

GFCI

13:15

13:15

5:25,27

5:29,31

8:14,16,18

8:20

8:39

8:39

8:41

6 6

8:22,24 3#10,1#10G,1"C

AC-RM-002

DP-201:31,33,35

8:35

8:35

8:35

D E F

A B C

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

D

C

B

A

C A

T E

G O

R Y

C O

D E

A N

S I D

E

F

G

2 3 4 5 6 7 8 9 10

PLAN NORTH

KEY PLAN

SCALE: NTS

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4/12/2022 1:54:33 PM

J A

N U

A R

Y

W H

N R

B M

C K

E N

Z

IE

B M

C K

E N

Z

IE

N D

A V

IS

-8

-0

E-115

P O

W E

R P

L A

N

L E

V E

L

A

R E

A E

S A

V A

N N

A H

D

IS

T R

IC

T

W

O

G L E

T H

O R

P E

A V

E

S A

V A

N N

A H

G

A

B L A

C K

V

E A

T C

H S

P E

C

IA

L P

R O

J E

C T

S C

O R

P

W

T

H S

T R

E E

T S

U

IT

E

O V

E R

L A

N D

P A

R K

K

S

-2

J T

F O

R T

B E

N N

IN

G

G

E O

R G

IA

S

O F

B A

T T

A L

IO

N H

E A

D Q

U A

R T

E R

S F

A C

IL

IT

Y F

Y

P N

J G

A R

C

IA

IS

S

U E

F O

R C

O N

S T

R U

C T

IO

N

SHEET ID

1/8" = 1'-0"C2

POWER PLAN - LEVEL 1 - AREA E

8'4' 16'0

1. FOR ELECTRICAL GENERAL NOTES, LEGENDS AND

ABBREVIATIONS, SEE SHEETS E-001 THRU E-0042.

2. PANEL DESIGNATIONS ARE INDICATED AS FOLLOWS:

DP-AD1-201 IS DESIGNATED AS 201

PP-AD1-003 IS DESIGNATED AS 3

PP-AD1-005 IS DESIGNATED AS 5

PP-AD1-006 IS DESIGNATED AS 6

PP-AD1-008 IS DESIGNATED AS 8

PP-AD1-013 IS DESIGNATED AS 13

3. COORDINATE WITH MECHANICAL CONTRACTOR TO

ENSURE THAT ELECTRICAL EQUIPMENT DOES NOT

BLOCK MAINTENANCE ACCESS FOR WATER-TO-AIR

HEAT PUMPS (WAHP). LOCATION AND MAINTENANCE

CLEARANCE OF WAHPS ARE SHOWN IN MECHANICAL

MH SERIES DRAWINGS.

4. SEPARATION OF RED TELECOMMUNICATIONS AND

ANY POWER CABLING TO BE PER CNSSAM

TEMPEST/1-13 LEVEL III. SEE GENERAL NOTE 18 ON

E-002 FOR SUMMARY.

5. FOR MECHANICAL EQUIPMENT SCHEDULES, SEE

SHEETS M-601 THRU M-606.

GENERAL NOTES

1. DEDICATED RECEPTACLE FOR TELEVISION.

COORDINATE HEIGHT AND LOCATION WITH CATV

JACK.

2. NOT USED.

3. MAKE CONNECTION TO MOTORIZED ROLL UP DOOR

OPERATOR. ROLL UP DOOR OPENER SHALL BE

LOCATED ON THE INSIDE OF THE FACILITY ONLY.

MOUNT DISCONNECT SWITCH TO LOCATE STEEL AND

ADJACENT TO THE DOOR OPERATOR.

4. MAKE CONNECTION TO HARDWIRED POWER

CONVERTER FOR FAUCETS.

5. MAKE CONNECTION TO HARDWIRED POWER

CONVERTER FOR FLUSH VALVES.

6. CONTRACTOR SHALL PROVIDE DISCONNECT SWITCH

FOR MECHANICAL UNIT, SIZED IN ACCORDANCE WITH

MECHANICAL EQUIPMENT REQUIREMENTS.

DISCONNECT SWITCH SHALL BE LOCATED ADJACENT

TO THE MECHANICAL UNIT AND MOUNTED TO A

SUPPORT FRAME. DISCONNECT SWITCH SHALL NOT

BE MOUNTED DIRECTLY TO THE EQUIPMENT AND

SHALL NOT INFRINGE ON THE ABILITY TO PERFORM

MAINTENANCE PER MANUFACTURER'S INSTRUCTION.

SEE SHEETS M-601 THRU M-606 FOR MECHANICAL

EQUIPMENT SCHEDULES.

SHEET NOTES1

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

E N

D M

E N

T

/1

/2

G

E

O

R

G

I

A

P

A

K

S

O

N

R

E

G

I S

T E

R

E

D

E

N

G

IN

E

E

R

No. PE046864

J W

J W

J W

NMLKJ

ARMS VAULT

SECURE

NON-SENSITIVE

STORAGE

NBC ROOM

RMIC READINESS

BAY

MENS

HALLWAY

WOMENS

COMM STORAGE

UNIT STORAGE

UNIT STORAGE

RMIC CANOPY

MATCHLINE SEE B2 / E-113

M A

T C

H L

IN

E S

E E

C

E

-1

8.2

L.7

WAHP-RM-009

WAHP-RM-010

WAHP-RM-011

WAHP-RM-012

10:16,18

10:17,19 10:20,22

202:26,28,30 3#10,1#10G,1"C

GFCI

C C C

C

GFCI

GFCI GFCI

GFCI

13:1

13:1

13:1 13:1 13:1

13:3

13:7

13:7

13:7

13:5

13:5

13:9

13:9

13:9 13:9

13:9

13:1

13:11

13:11 13:11

13:11

13:13

13:15

13:15

13:17

13:9

13:15

13:25,27,29

13:23

13:31

13:21

13:21

13:8,10 3#10,1#10G,1"C

AC-RM-003

DP-202:31,33,35

13:5 13:5

D E F

A B C

D R

A W

N B

Y

D E

S

IG

N B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

C H

E C

K E

D B

Y

US Army Corps of Engineers ®

D

C

B

A

C A

T E

G O

R Y

C O

D E

A N

S I D

E

F

G

2 3 4 5 6 7 8 9 10

PLAN NORTH

KEY PLAN

SCALE: NTS

C:\Revit\local_18\FB-75RBHQ-E_mck57888.rvt

4/12/2022 1:54:38 PM

J A

N U

A R

Y

W H

N R

B M

C K

E N

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IE

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C K

E N

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IE

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IS

-8

-0

E-116

P O

W E

R P

L A

N

L E

V E

L

A

R E

A F

S A

V A

N N

A H

D

IS

T R

IC

T

W

O

G L E

T H

O R

P E

A V

E

S A

V A

N N

A H

G

A

B L A

C K

V

E A

T C

H S

P E

C

IA

L P

R O

J E

C T

S C

O R

P

W

T

H S

T R

E E

T S

U

IT

E

O V

E R

L A

N D

P A

R K

K

S

-2

J T

F O

R T

B E

N N

IN

G

G

E O

R G

IA

S

O F

B A

T T

A L

IO

N H

E A

D Q

U A

R T

E R

S F

A C

IL

IT

Y F

Y

P N

J G

A R

C

IA

IS

S

U E

F O

R C

O N

S T

R U

C T

IO

N

SHEET ID

1/8" = 1'-0"C2

POWER PLAN - LEVEL 1 - AREA F

8'4' 16'0

1. FOR ELECTRICAL GENERAL NOTES, LEGENDS AND

ABBREVIATIONS, SEE SHEETS E-001 THRU E-004.

2. PANEL DESIGNATIONS ARE INDICATED AS FOLLOWS:

DP-AD1-202 IS DESIGNATED AS 202

PP-AD1-0010 IS DESIGNATED AS 10

PP-AD1-0013 IS DESIGNATED AS 13

3. COORDINATE WITH MECHANICAL CONTRACTOR TO

ENSURE THAT ELECTRICAL EQUIPMENT DOES NOT

BLOCK MAINTENANCE ACCESS FOR WATER-TO-AIR

HEAT PUMPS (WAHP). LOCATION AND MAINTENANCE

CLEARANCE OF WAHPS ARE SHOWN IN MECHANICAL

MH SERIES DRAWINGS.

4. SEPARATION OF RED TELECOMMUNICATIONS AND

ANY POWER CABLING TO BE PER CNSSAM

TEMPEST/1-13 LEVEL III. SEE GENERAL NOTE 18 ON

E-002 FOR SUMMARY.

5. FOR MECHANICAL EQUIPMENT SCHEDULES, SEE

SHEETS M-601 THRU M-606.

GENERAL NOTES

1. DEDICATED RECEPTACLE FOR TELEVISION.

COORDINATE HEIGHT AND LOCATION WITH CATV

JACK.

2. NOT USED.

3. MAKE CONNECTION TO MOTORIZED ROLL UP DOOR

OPERATOR. ROLL UP DOOR OPENER SHALL BE

LOCATED ON THE INSIDE OF THE FACILITY ONLY.

MOUNT DISCONNECT SWITCH TO LOCATE STEEL AND

ADJACENT TO THE DOOR OPERATOR.

4. MAKE CONNECTION TO HARDWIRED POWER

CONVERTER FOR FAUCETS.

5. MAKE CONNECTION TO HARDWIRED POWER

CONVERTER FOR FLUSH VALVES.

6. CONTRACTOR SHALL PROVIDE DISCONNECT SWITCH

FOR MECHANICAL UNIT, SIZED IN ACCORDANCE WITH

MECHANICAL EQUIPMENT REQUIREMENTS.

DISCONNECT SWITCH SHALL BE LOCATED ADJACENT

TO THE MECHANICAL UNIT AND MOUNTED TO A

SUPPORT FRAME. DISCONNECT SWITCH SHALL NOT

BE MOUNTED DIRECTLY TO THE EQUIPMENT AND

SHALL NOT INFRINGE ON THE ABILITY TO PERFORM

MAINTENANCE PER MANUFACTURER'S INSTRUCTION.

SEE SHEETS M-601 THRU M-606 FOR MECHANICAL

EQUIPMENT SCHEDULES.

SHEET NOTES1

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

R

E V

IS

E

D I

N A

C C

O R

D A

N C

E W

IT

H

A M

E N

D M

E N

T

/1

/2

G

E

O

R

G

I

A

P

A

K

S

O

N

R

E

G

I S

T E

R

E

D

E

N

G

IN

E

E

R

No. PE046864

J F

J F

J F

J F

J F

J

FJ

F

J F

J F

J F

J F

J F

J F

J F

J F

J F

J F

J F

J F

J F

J F

J F

J F

J F

J F

J F

J W

J W

J W

J W

JHGFE

E-403

A7

E-404

A1

PEDS

238 ASPS

SIGINT

227HOC

HOC

224.1

SECURE VEST

SSO

HUMINT

SHARED BREAK

4.5

1.3 26U:7

26U:8

26U:9

26U:13

26U:14

26U:15

26U:12 26U:10

26U:11

24U:14,16 2#10,1#10G,1"C

26U:1

26U:3 26U:5

WAHP-AD2-025

24U:13,15

009U:19,21,23

WAHP-AD2-019

24U:21,23

WAHP-AD2-029

24U:17,19 2#10,1#10G,1"C

25U:7

25U:5

25U:3

25U:1 25U:9

25U:10

25U:11

25U:12

25U:17

25U:16

25U:15

25U:14

25U:19

25U:20

26U:1826U:13 25U:8

ASPS/PEDS

238.1

WAHP-AD2-022

WAHP-AD2-039

WAHP-AD2-040

E-530

B1TYP

WOMENS

MENS

HQ LOBBY

009U:20,22,24

009U:26,28,30

WAHP-AD2-026

WAHP-AD2-024

24U:12,14

WAHP-AD2-021

WAHP-AD2-020

WAHP-AD2-023

WAHP-AD2-017

17:9,11 2#10,1#10G,1"C

WAHP-AD2-015

17:1,2 2#10,1#10G,1"C

005:20,22,24

STORAGE

NIPR TR

JIANT TR

S-2 SA ELEC

ELEC

ELEV

STAIR A

HALLWAY

JAN

NMR

GFCI

C

GFCI

GFCI GFCI

GFCI

GFCI

18:23

OPS

18:8

18:8

18:8

17:13

17:13

17:13 17:13

17:15

17:1517:15

17:15

17:15

C

C

C C

17:17

17:17

17:17 17:17

17:19

17:21

17:21

17:21

17:21

17:21

17:23

17:25

17:41

17:39

005:19,21,23

009U:25,27,29

E-402

F5

26U:5

26U:5

26U:5

26U:17

26U:3

25U:1 25U:8

25U:8

20:1 20:1

20:1

20:1

20:1

20:3

20:3

26U:17

20:3

20:3

20:5

20:7

20:9

20:9

20:9

20:9 20:9

HALLWAY

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20:13 20:15

20:1520:15 20:15

20:17

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20:17

20:21

20:23

20:23 20:23

25U:1

204U:37,39,41

105U:19,21,23 3#10,1#6G,1"C

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WAHP-AD2-012

WAHP-AD2-038

26U:17

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25U:14

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US Army Corps of Engineers ®

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PLAN NORTH

KEY PLAN

SCALE: NTS

C:\Revit\local_18\FB-75RBHQ-E_mck57888.rvt

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SHEET ID

1/8" = 1'-0"B2

POWER PLAN - LEVEL 2 - AREA B

8'4' 16'0

1. FOR ELECTRICAL GENERAL NOTES, LEGENDS AND

ABBREVIATIONS, SEE SHEETS E-001 THRU E-004.

2. PANEL DESIGNATIONS ARE INDICATED AS FOLLOWS:

DP-AD2-005 IS DESIGNATED AS 005

DP-AD2-009U IS DESIGNATED AS 009U

PP-AD2-017 IS DESIGNATED AS 17

PP-AD2-018 IS DESIGNATED AS 18

PP-AD2-024U IS DESIGNATED AS 24U

PP-AD2-025U IS DESIGNATED AS 25U

PP-AD2-026U IS DESIGNATED AS 26U

3. COORDINATE WITH MECHANICAL CONTRACTOR TO

ENSURE THAT ELECTRICAL EQUIPMENT DOES NOT

BLOCK MAINTENANCE ACCESS FOR WATER-TO-AIR

HEAT PUMPS (WAHP). LOCATION AND MAINTENANCE

CLEARANCE OF WAHPS ARE SHOWN IN MECHANICAL

MH SERIES DRAWINGS.

4. SEPARATION OF RED TELECOMMUNICATIONS AND

ANY POWER CABLING TO BE PER CNSSAM

TEMPEST/1-13 LEVEL III. SEE GENERAL NOTE 18 ON

E-002 FOR SUMMARY.

5. FOR MECHANICAL EQUIPMENT SCHEDULES, SEE

SHEETS M-601 THRU M-606.

GENERAL NOTES

1. JUNCTION BOX LOCATED UNDER RAISED ACCESS

FLOOR SERVICING WORKSTATION FURNITURE

RECEPTACLES UNLESS NOTED OTHERWISE. EACH

CIRCUIT SHALL FEED A MAXIMUM OF TWO

WORKSTATIONS TOTAL. LOCATION OF JUNCTION

BOXES IS APPROXIMATE AND CONTRACTOR SHALL

COORDINATE LOCATION OF ALL JUNCTION BOXES

WITH THE FURNITURE TO BE INSTALLED. NEUTRALS

FOR WORKSTATION CIRCUITS SHALL BE OVERSIZED

(200 PERCENT MINIMUM).

2. REFRIGERATOR RECEPTACLE -PLACE AT +48" ABOVE

FINISHED FLOOR. FED FROM 17:35.

3. VENDING MACHINE GFCI RECEPTACLE - PLACE AT +

48" ABOVE FINISHED FLOOR. FED FROM 17:27.

4. STACKED MICROWAVES; PLACE (1) GFCI RECEPTACLE

AT +3'-6" ABOVE FINISHED FLOOR FED FROM 17:31,

AND (1) GFCI RECEPTACLE AT +2'-0" ABOVE FINISHED

FLOOR FED FROM 17:33.

5. ABOVE COUNTER GFCI RECEPTACLE - MOUNT 6"

ABOVE COUNTER TOP.

6. REFRIGERATOR RECEPTACLE - PLACE AT +48" ABOVE

FINISHED FLOOR. FED FROM 17:37.

7. RF SHIELD. SEE ARCHITECTURAL SHEETS FOR

ACTUAL BOUNDARY. CONDUIT PENETRATIONS

THROUGH THE RF SHIELD BE AS MINIMUM AND

COLLOCATED AS POSSIBLE. WHERE RF SHEILD

PENETRATIONS OCCUR, SEE TREATMENT DETAILS ON

E-501 BASED ON TYPE.

8. MAKE CONNECTION TO HARDWIRED POWER

CONVERTER FOR FAUCETS. FED FROM 17:8.

9. MAKE CONNECTION TO HARDWIRED POWER

CONVERTER FOR FLUSH VALVES.

10. MAKE CONNECTION TO HARDWIRED POWER

CONVERTER FOR FAUCETS. FED FROM 17:10.

11. CONTRACTOR SHALL PROVIDE DISCONNECT SWITCH

FOR MECHANICAL UNIT, SIZED IN ACCORDANCE WITH

MECHANICAL EQUIPMENT REQUIREMENTS.

DISCONNECT SWITCH SHALL BE LOCATED ADJACENT

TO THE MECHANICAL UNIT AND MOUNTED TO A

SUPPORT FRAME. DISCONNECT SWITCH SHALL NOT

BE MOUNTED DIRECTLY TO THE EQUIPMENT AND

SHALL NOT INFRINGE ON THE ABILITY TO PERFORM

MAINTENANCE PER MANUFACTURER'S INSTRUCTION.

SEE SHEETS M-601 THRU M-606 FOR MECHANICAL

EQUIPMENT SCHEDULES.

12. ALL ELECTRICAL UTILITIES AND CIRCUITS THAT

SERVICE ROOM 224.1 SHALL ENTER THE PERIMETER

OF THE ROOM AT A SINGLE POINT.

SHEET NOTES1

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No. PE046864

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FINISHED GRADE

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SHEET NOTE 1

(TYP)

LOCAT…