W912HN-18-B-3001_VOL2_AMD3.pdf

W F2

.5

WF3.0 WF3.0

WF2.5

B

A

2 86

C

D

SF201

SF201

SF205

SF206

CF4.0

CF6.0X10.0

SHEARWALL 2

SHEARWALL 3

SH

EA

R W

AL

L

J

SH

EA

R W

AL

L

G

C.J.

C .J

C .J

SB302

W F2

.0

C.J.

DEPRESSED SLAB

SEE ARCH FOR EXTENTS *

WF2.5

W F2

.0

WF2.0

C .J

C .J

C .J

W F2

.0

1 1

SB301

1 1 1

5' - 0 1/2"

TO FACE BRG WALL

10' - 0" 15' - 0"

TO FACE BRG WALL

10' - 0"

SB301

CF4.0

SB301

SB301

SB301

SB301

/4

15' - 4 7/8" *

* VERIFY DEPRESSD SLAB DIMENISONS

WITH ARCH DRAWINGS.

C .J

C .J

C .J

C .J

C .J

C.J.

C.J.

3' - 0"

CC18x18

HSS5X5X1/2

CC18x18

HSS5X5X1/2

HSS8X8X1/2

HSS8X8X1/2

CC21x37

CC18x184

SB303

(-6") (-6")(-6") (-6")

TYP @

MASONRY

PILASTERS

37' - 6"

1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,

SEE S-001 AND S-002.

2. SEE SF201 AND FOLLOWING FOR FRAMING ELEVATIONS.

3. SEE SB501 AND FOLLOWING FOR FOUNDATION SECTIONS

AND DETAILS.

4. TOP OF CONCRETE SLAB-ON-GRADE ELEVATION = 0'-0".

ALL ELEVATIONS INDICATED FROM THIS DATUM. SEE

CIVIL FOR EXACT ELEVATION.

5. ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS

AND WALLS, UNO.

6. CF-X INDICATES COLUMN FOOTING. SEE FOOTING

SCHEDULE ON SB601 FOR SIZE AND REINFORCEMENT.

7. WF-X INDICATES WALL FOOTING. SEE FOOTING

SCHEDULE ON SB601 FOR SIZE AND REINFORCEMENT.

8. TOP OF FTG. = (-) 2'- 0" UNO.

9. ALL INTERIOR MASONRY WALLS EXTEND TO THE

UNDERSIDE OF STRUCTURE ABOVE UNO.

10. SLAB-ON-GRADE AT ALL INTERIOR CONDITIONS SHALL BE

PLACED 10 MIL VAPOR RETARDER ON A 4" LAYER OF

COMPACTED GRANULAR FILL.

11. PROVIDE (2) #4 X 4'-0" LONG AT CENTER OF

SLAB-ON-GRADE AT ALL RE-ENTRANT CORNERS AND

WHERE A CONTRACTION JOINT TERMINATES AT A

CONTRACTION JOINT.

12. JOINT LOCATIONS DENOTED BY CJ ARE DIAGRAMMATIC

ONLY AND DO NOT REPRESENT ALL JOINTS REQUIRED

FOR SLAB CONSTRUCTION. CONTRACTOR SHALL

COORDINATE SLAB-ON-GRADE REQUIREMENTS WITH

SLAB-ON-GRADE CONSTRUCTION SEQUENCING AND SLAB

DETAILS ON SB501. JOINT SPACING SHALL NOT EXCEED

MAXIMUM JOINT SPACING PER ACI REQUIREMENTS.

13. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,

PLUMBING, AND FIRE PROTECTION DRAWINGS PRIOR TO

CONSTRUCTION OF FOOTINGS AND SLABS-ON-GRADE.

SLAB-ON-GRADE SHALL CONSIST OF 4" THICK

CONCRETE REINFORCED WITH 6X6 W2.1XW2.1 WWF

LOCATED AT 1/3-DEPTH FROM TOP OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 6" THICK

CONCRETE REINFORCED WITH 6X6 W2.1XW2.1 WWF

LOCATED AT 1/3-DEPTH FROM TOP OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 8" THICK

CONCRETE REINFORCED WITH (2) LAYERS OF

4X4 W2.9XW2.9 WWF LOCATED AT 2" FROM TOP AND

BOTTOM OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 9" THICK

CONCRETE REINFORCED WITH (2) LAYERS OF

4X4 W2.9XW2.9 WWF LOCATED AT 2" FROM TOP AND

BOTTOM OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 12" THICK

CONCRETE REINFORCED WITH (2) LAYERS OF

4X4 W2.9XW2.9 WWF LOCATED AT 2" FROM TOP AND

BOTTOM OF SLAB.

6 8" THICK CONCRETE CAP OVERHEAD REINFORCED

WITH #5 BARS @ 12" OC EW, CENTERED IN CAP.

BOTTOM OF CAP AT 10' - 0" AFF. EXTENT SHALL BE AS

REQUIRED TO COVER PERIMETER OF ROOM.

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

EC

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

SI

D

E

F

G

2 3 4 5 6 7 8 9 10

C:\Users\K6ENXMLV\Documents\FY17PN85794_STRUC_R18_K6ENXMLV.rvt

6/19/2018 10:34:12 AM

AP

R

IL

W

2H N

-1 8-

B-

M . V

AN

D

ER

H

EY

D

EN

JA

W

C

AT

C O

D E

SB101A

FO

U

N D

AT

IO

N P

LA

N

AR

EA

A

SA

VA

N N

AH

D

IS

TR

IC

T

SA

VA

N N

AH

, G

EO

R

G

IA

FO

R

T G

O R

D O

N , G

EO

R

G

IA

AR

C

YB

ER

C O

M

PA

N Y

O

PE

R

AT

IO

N

S

FA

C

IL

IT

Y

PN

ISSUED FOR CONSTRUCTION

FOUNDATION PLAN - AREA A1 164 8268

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

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

JU

N

1 8

PLAN NORTH TRUE NORTH

NORTH ARROW

PART A PART B

PART

C

PART D

KEY PLANPLAN NOTES PLAN NOTES PLAN LEGEND PLAN LEGEND

WF3.0

F2

.5

WF2.5 WF2.5

WF3.0

B

A

128 96 10

C

SF208

SF202

SF202

SF205

SF206

CF4.0CF4.0

CF6.0X10.0 CF6.0X10.0

W F2

.0

SH

EA

R W

AL

L

D

SHEARWALL 3

SHEARWALL 2

SH

EA

R W

AL

L

A

C.J.

C .J

C.J.

C .J

C.J.

C.J. C.J.

DEPRESSED SLAB

SEE ARCH FOR EXTENTS *

SB302

SF207

SF207

DEPRESS SLAB 3/4" FOR

WALK OFF MAT, SEE ARCH

WF2.0

W F2

.0

1 1 1 1 1

TO FACE BRG WALL

15' - 0" 20' - 0"

TO FACE BRG WALL

15' - 0"

5' - 0 1/2" 19' - 11" 5' - 0 1/2"

/8

C .J

C .J

C .J

C .J

C .J

C .J

C .J

C .J

HAIRPIN H-2

HAIRPIN H-1

SB301

SB301

SB301

SB301

SB301

38' - 0"

SB301

6 6 6

1 1 1

/4

15' - 4 7/8" *

* VERIFY DEPRESSED SLAB DIMENSIONS

WITH ARCH DRAWINGS.

3' - 0" 3' - 0"

CF6.0 CF6.0

CC18x18

HSS8X8X1/2

CC18x18

HSS8X8X1/2

HSS8X8X1/2 HSS8X8X1/2

HSS8X8X1/2HSS8X8X1/2

CC21x37

CC18x18

CC21x37

CC18x18

CC18x18 CC18x18

HSS5X5X1/2 HSS5X5X1/2

(-6") (-6")

(-4") (-4")

(-4") (-4")

9'

0"

SB302

SB303

TYP @

MASONRY

PILASTERS

56' - 5 1/4"

C .J

C .J

C .J

C.J.C.J.

1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,

SEE S-001 AND S-002.

2. SEE SF201 AND FOLLOWING FOR FRAMING ELEVATIONS.

3. SEE SB501 AND FOLLOWING FOR FOUNDATION SECTIONS

AND DETAILS.

4. TOP OF CONCRETE SLAB-ON-GRADE ELEVATION = 0'-0".

ALL ELEVATIONS INDICATED FROM THIS DATUM. SEE

CIVIL FOR EXACT ELEVATION.

5. ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS

AND WALLS, UNO.

6. CF-X INDICATES COLUMN FOOTING. SEE FOOTING

SCHEDULE ON SB601 FOR SIZE AND REINFORCEMENT.

7. WF-X INDICATES WALL FOOTING. SEE FOOTING

SCHEDULE ON SB601 FOR SIZE AND REINFORCEMENT.

8. TOP OF FTG. = (-) 2'- 0" UNO.

9. ALL INTERIOR MASONRY WALLS EXTEND TO THE

UNDERSIDE OF STRUCTURE ABOVE UNO.

10. SLAB-ON-GRADE AT ALL INTERIOR CONDITIONS SHALL BE

PLACED 10 MIL VAPOR RETARDER ON A 4" LAYER OF

COMPACTED GRANULAR FILL.

11. PROVIDE (2) #4 X 4'-0" LONG AT CENTER OF

SLAB-ON-GRADE AT ALL RE-ENTRANT CORNERS AND

WHERE A CONTRACTION JOINT TERMINATES AT A

CONTRACTION JOINT.

12. JOINT LOCATIONS DENOTED BY CJ ARE DIAGRAMMATIC

ONLY AND DO NOT REPRESENT ALL JOINTS REQUIRED

FOR SLAB CONSTRUCTION. CONTRACTOR SHALL

COORDINATE SLAB-ON-GRADE REQUIREMENTS WITH

SLAB-ON-GRADE CONSTRUCTION SEQUENCING AND SLAB

DETAILS ON SB501. JOINT SPACING SHALL NOT EXCEED

MAXIMUM JOINT SPACING PER ACI REQUIREMENTS.

13. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,

PLUMBING, AND FIRE PROTECTION DRAWINGS PRIOR TO

CONSTRUCTION OF FOOTINGS AND SLABS-ON-GRADE.

SLAB-ON-GRADE SHALL CONSIST OF 4" THICK

CONCRETE REINFORCED WITH 6X6 W2.1XW2.1 WWF

LOCATED AT 1/3-DEPTH FROM TOP OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 6" THICK

CONCRETE REINFORCED WITH 6X6 W2.1XW2.1 WWF

LOCATED AT 1/3-DEPTH FROM TOP OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 8" THICK

CONCRETE REINFORCED WITH (2) LAYERS OF

4X4 W2.9XW2.9 WWF LOCATED AT 2" FROM TOP AND

BOTTOM OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 9" THICK

CONCRETE REINFORCED WITH (2) LAYERS OF

4X4 W2.9XW2.9 WWF LOCATED AT 2" FROM TOP AND

BOTTOM OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 12" THICK

CONCRETE REINFORCED WITH (2) LAYERS OF

4X4 W2.9XW2.9 WWF LOCATED AT 2" FROM TOP AND

BOTTOM OF SLAB.

6 8" THICK CONCRETE CAP OVERHEAD REINFORCED

WITH #5 BARS @ 12" OC EW, CENTERED IN CAP.

BOTTOM OF CAP AT 10' - 0" AFF. EXTENT SHALL BE AS

REQUIRED TO COVER PERIMETER OF ROOM.

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

EC

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

SI

D

E

F

G

2 3 4 5 6 7 8 9 10

C:\Users\K6ENXMLV\Documents\FY17PN85794_STRUC_R18_K6ENXMLV.rvt

6/19/2018 10:34:25 AM

AP

R

IL

W

2H N

-1 8-

B-

M . V

AN

D

ER

H

EY

D

EN

JA

W

C

AT

C O

D E

SB101B

FO

U

N D

AT

IO

N P

LA

N

AR

EA

B

SA

VA

N N

AH

D

IS

TR

IC

T

SA

VA

N N

AH

, G

EO

R

G

IA

FO

R

T G

O R

D O

N , G

EO

R

G

IA

AR

C

YB

ER

C O

M

PA

N Y

O

PE

R

AT

IO

N

S

FA

C

IL

IT

Y

PN

ISSUED FOR CONSTRUCTION

FOUNDATION PLAN - AREA B1

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

JU

N

1 8

PLAN NORTH TRUE NORTH

NORTH ARROW

PART A PART B

PART

C

PART D

KEY PLAN

164 8268

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

NORTH ARROW

PLAN NOTES PLAN NOTES PLAN LEGEND PLAN LEGEND

.5

WF3.0

W F2

.0

WF3.0

WF2.5

W F2

.0

CF4.0 CF4.0 CF4.0

E

G

F

4 5 7 10

D

SF201

SF201

SF201

SF201

SF303

/2

SF203 2

SF203

SF204 2

SF204

SF205

SF205

SB302

SB302

CF14.0

CF6.0

CF14.0

HAIRPIN H-1

HAIRPIN H-1

W24X68

HSS8X8X1/4

W24X68

" C

M U

SH

EA

R W

AL

L

J

SH

EA

R W

AL

L

G

SH

EA

R W

AL

L

F

SHEARWALL 1B

SHEARWALL 1

SHEARWALL 2

W F2

.0

W F2

.0

WF3.5

W F2

.0 C

.J

C .J

C .J

BOLLARD, TYP

BOLLARD, TYP

/8

C.J.

WF2.0

CF4.0

C .J

C .J

C .J

C .J

C .J

C .J

C .J

C .J

C.J.

C.J.

C .J

C .J

C .J

WF3.0

W F2

.0

SB301

FACE OF CMU TO CL GRID LINE 1

47' - 8 3/8"4 4 4

4 4 4

1 1

3 3

2 2

27' - 8" 27' - 8" 27' - 8"

TO

F

AC

E

O F

M

AS

O N

R Y

/8

HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4

SB301

SB302

SB301

SB301

SB301

6 6 6

C.J.

C.J.

C .J

C .J

C .J

C .J

WF2.0

T/WALL 15' - 4" AFF

CC21x37CC21x37CC21x37CC21x37

SL

O

PE

/8 "/F

T

CC18x40

CC18x40

(-4")

(-4")

SB303

SB303

C .J

C .J

. W F2

.0

C .J

C .J

C.J.

C.J.

1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,

SEE S-001 AND S-002.

2. SEE SF201 AND FOLLOWING FOR FRAMING ELEVATIONS.

3. SEE SB501 AND FOLLOWING FOR FOUNDATION SECTIONS

AND DETAILS.

4. TOP OF CONCRETE SLAB-ON-GRADE ELEVATION = 0'-0".

ALL ELEVATIONS INDICATED FROM THIS DATUM. SEE

CIVIL FOR EXACT ELEVATION.

5. ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS

AND WALLS, UNO.

6. CF-X INDICATES COLUMN FOOTING. SEE FOOTING

SCHEDULE ON SB601 FOR SIZE AND REINFORCEMENT.

7. WF-X INDICATES WALL FOOTING. SEE FOOTING

SCHEDULE ON SB601 FOR SIZE AND REINFORCEMENT.

8. TOP OF FTG. = (-) 2'- 0" UNO.

9. ALL INTERIOR MASONRY WALLS EXTEND TO THE

UNDERSIDE OF STRUCTURE ABOVE UNO.

10. SLAB-ON-GRADE AT ALL INTERIOR CONDITIONS SHALL BE

PLACED 10 MIL VAPOR RETARDER ON A 4" LAYER OF

COMPACTED GRANULAR FILL.

11. PROVIDE (2) #4 X 4'-0" LONG AT CENTER OF

SLAB-ON-GRADE AT ALL RE-ENTRANT CORNERS AND

WHERE A CONTRACTION JOINT TERMINATES AT A

CONTRACTION JOINT.

12. JOINT LOCATIONS DENOTED BY CJ ARE DIAGRAMMATIC

ONLY AND DO NOT REPRESENT ALL JOINTS REQUIRED

FOR SLAB CONSTRUCTION. CONTRACTOR SHALL

COORDINATE SLAB-ON-GRADE REQUIREMENTS WITH

SLAB-ON-GRADE CONSTRUCTION SEQUENCING AND SLAB

DETAILS ON SB501. JOINT SPACING SHALL NOT EXCEED

MAXIMUM JOINT SPACING PER ACI REQUIREMENTS.

13. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,

PLUMBING, AND FIRE PROTECTION DRAWINGS PRIOR TO

CONSTRUCTION OF FOOTINGS AND SLABS-ON-GRADE.

SLAB-ON-GRADE SHALL CONSIST OF 4" THICK

CONCRETE REINFORCED WITH 6X6 W2.1XW2.1 WWF

LOCATED AT 1/3-DEPTH FROM TOP OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 6" THICK

CONCRETE REINFORCED WITH 6X6 W2.1XW2.1 WWF

LOCATED AT 1/3-DEPTH FROM TOP OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 8" THICK

CONCRETE REINFORCED WITH (2) LAYERS OF

4X4 W2.9XW2.9 WWF LOCATED AT 2" FROM TOP AND

BOTTOM OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 9" THICK

CONCRETE REINFORCED WITH (2) LAYERS OF

4X4 W2.9XW2.9 WWF LOCATED AT 2" FROM TOP AND

BOTTOM OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 12" THICK

CONCRETE REINFORCED WITH (2) LAYERS OF

4X4 W2.9XW2.9 WWF LOCATED AT 2" FROM TOP AND

BOTTOM OF SLAB.

6 8" THICK CONCRETE CAP OVERHEAD REINFORCED

WITH #5 BARS @ 12" OC EW, CENTERED IN CAP.

BOTTOM OF CAP AT 10' - 0" AFF. EXTENT SHALL BE AS

REQUIRED TO COVER PERIMETER OF ROOM.

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

EC

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

SI

D

E

F

G

2 3 4 5 6 7 8 9 10

C:\Users\K6ENXMLV\Documents\FY17PN85794_STRUC_R18_K6ENXMLV.rvt

6/19/2018 10:34:42 AM

AP

R

IL

W

2H N

-1 8-

B-

M . V

AN

D

ER

H

EY

D

EN

JA

W

C

AT

C O

D E

SB101C

FO

U

N D

AT

IO

N P

LA

N

AR

EA

C

SA

VA

N N

AH

D

IS

TR

IC

T

SA

VA

N N

AH

, G

EO

R

G

IA

FO

R

T G

O R

D O

N , G

EO

R

G

IA

AR

C

YB

ER

C O

M

PA

N Y

O

PE

R

AT

IO

N

S

FA

C

IL

IT

Y

PN

ISSUED FOR CONSTRUCTION

FOUNDATION PLAN - AREA C1

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

JU

N

1 8

PLAN NORTH TRUE NORTH

NORTH ARROW

PART A PART B

PART

C

PART D

KEY PLAN

164 8268

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

.5

W F2

.0

WF2.5

WF3.0WF3.0

W F2

.0

CF4.0 CF4.0 CF4.0

G

7 10

SF202 3

SF202

SF202

SF203

SF202

SF204

SF205

SF303

BOLLARD, TYP

SB302

SH

EA

R W

AL

L

F

SH

EA

R W

AL

L

C

SH

EA

R W

AL

L

B

SH

EA

R W

AL

L

A

SHEARWALL 2

SHEARWALL 1A

SHEARWALL 1

C .J

C.J.

" C

M U

WF2.5WF 3.5 SHEARWALL 1B

F2

.0 W F

2.

BOLLARD, TYP

C.J.

SB301

WF 2.0

BOLLARD

C .J

C .J

C.J.

C.J.

C .J

C .J

C .J

WF3.0

3 11

27' - 8" 27' - 8"

2 2

HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4

M

AS

O N

R Y

FA

C

E

TO

F

AC

E

MASONRY FACE TO FACE

47' - 8"

TO

F

AC

E

O F

M

AS

O N

R Y

/8

SB301

SB301

SB301

SB301

SB301

SB301

SB301

SB301

6 6 6

6 6

T/WALL 15' - 4" AFF

WF2.0

CC21x37 CC21x37 CC21x37

SL

O

PE

/8 "/F

T

SB303

THIS WALL REINF W/ #5 BARS

AT 16" OC. HORIZ BOND BEAM

MID HEIGHT AND TOP OF WALL.

SB303

C.J.

C .J

C .J

C .J

C .J

C .J

C .J

C .J

C .J

C .J

C .J

C.J.

C.J.

C.J.

C .J

C .J

C .J

C .J

1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,

SEE S-001 AND S-002.

2. SEE SF201 AND FOLLOWING FOR FRAMING ELEVATIONS.

3. SEE SB501 AND FOLLOWING FOR FOUNDATION SECTIONS

AND DETAILS.

4. TOP OF CONCRETE SLAB-ON-GRADE ELEVATION = 0'-0".

ALL ELEVATIONS INDICATED FROM THIS DATUM. SEE

CIVIL FOR EXACT ELEVATION.

5. ALL FOOTINGS SHALL BE CENTERED UNDER COLUMNS

AND WALLS, UNO.

6. CF-X INDICATES COLUMN FOOTING. SEE FOOTING

SCHEDULE ON SB601 FOR SIZE AND REINFORCEMENT.

7. WF-X INDICATES WALL FOOTING. SEE FOOTING

SCHEDULE ON SB601 FOR SIZE AND REINFORCEMENT.

8. TOP OF FTG. = (-) 2'- 0" UNO.

9. ALL INTERIOR MASONRY WALLS EXTEND TO THE

UNDERSIDE OF STRUCTURE ABOVE UNO.

10. SLAB-ON-GRADE AT ALL INTERIOR CONDITIONS SHALL BE

PLACED 10 MIL VAPOR RETARDER ON A 4" LAYER OF

COMPACTED GRANULAR FILL.

11. PROVIDE (2) #4 X 4'-0" LONG AT CENTER OF

SLAB-ON-GRADE AT ALL RE-ENTRANT CORNERS AND

WHERE A CONTRACTION JOINT TERMINATES AT A

CONTRACTION JOINT.

12. JOINT LOCATIONS DENOTED BY CJ ARE DIAGRAMMATIC

ONLY AND DO NOT REPRESENT ALL JOINTS REQUIRED

FOR SLAB CONSTRUCTION. CONTRACTOR SHALL

COORDINATE SLAB-ON-GRADE REQUIREMENTS WITH

SLAB-ON-GRADE CONSTRUCTION SEQUENCING AND SLAB

DETAILS ON SB501. JOINT SPACING SHALL NOT EXCEED

MAXIMUM JOINT SPACING PER ACI REQUIREMENTS.

13. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,

PLUMBING, AND FIRE PROTECTION DRAWINGS PRIOR TO

CONSTRUCTION OF FOOTINGS AND SLABS-ON-GRADE.

SLAB-ON-GRADE SHALL CONSIST OF 4" THICK

CONCRETE REINFORCED WITH 6X6 W2.1XW2.1 WWF

LOCATED AT 1/3-DEPTH FROM TOP OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 6" THICK

CONCRETE REINFORCED WITH 6X6 W2.1XW2.1 WWF

LOCATED AT 1/3-DEPTH FROM TOP OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 8" THICK

CONCRETE REINFORCED WITH (2) LAYERS OF

4X4 W2.9XW2.9 WWF LOCATED AT 2" FROM TOP AND

BOTTOM OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 9" THICK

CONCRETE REINFORCED WITH (2) LAYERS OF

4X4 W2.9XW2.9 WWF LOCATED AT 2" FROM TOP AND

BOTTOM OF SLAB.

SLAB-ON-GRADE SHALL CONSIST OF 12" THICK

CONCRETE REINFORCED WITH (2) LAYERS OF

4X4 W2.9XW2.9 WWF LOCATED AT 2" FROM TOP AND

BOTTOM OF SLAB.

6 8" THICK CONCRETE CAP OVERHEAD REINFORCED

WITH #5 BARS @ 12" OC EW, CENTERED IN CAP.

BOTTOM OF CAP AT 10' - 0" AFF. EXTENT SHALL BE AS

REQUIRED TO COVER PERIMETER OF ROOM.

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

EC

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

SI

D

E

F

G

2 3 4 5 6 7 8 9 10

C:\Users\K6ENXMLV\Documents\FY17PN85794_STRUC_R18_K6ENXMLV.rvt

6/19/2018 10:34:59 AM

AP

R

IL

W

2H N

-1 8-

B-

M . V

AN

D

ER

H

EY

D

EN

JA

W

C

AT

C O

D E

SB101D

FO

U

N D

AT

IO

N P

LA

N

AR

EA

D

SA

VA

N N

AH

D

IS

TR

IC

T

SA

VA

N N

AH

, G

EO

R

G

IA

FO

R

T G

O R

D O

N , G

EO

R

G

IA

AR

C

YB

ER

C O

M

PA

N Y

O

PE

R

AT

IO

N

S

FA

C

IL

IT

Y

PN

ISSUED FOR CONSTRUCTION

FOUNDATION PLAN - AREA D1

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

JU

N

1 8

PLAN NORTH TRUE NORTH

NORTH ARROW

PART A PART B

PART

C

PART D

KEY PLAN

164 8268

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

ACCESS CONTROL SYSTEM (ACS)

CLOSED-CIRCUIT TV SYSTEM (CCTV)

KEYPAD (TO DISARM IDS FOR ASSOCIATED AREA)

ENTRY SYSTEM CARD READER JUNCTION BOX

DOOR CONTROLS JUNCTION BOX

BALANCED MAGNETIC SWITCH

INTRUSION DETECTION SYSTEM CONTROLLER. INSTALL

INDEPENDENT IDS WITH REPORTING AND AUDIBLE ALARMING IN

ACCORDANCE WITH ARMY AND DOD REGULATIONS.

CEILING / WALL MOUNTED CCTV CAMERA (FIXED).

VIDEO INTERCOM

CCTV CAMERA - PAN / TILT / ZOOM (WALL/CEILING MOUNT)

PASSIVE INFRARED MOTION DETECTOR

PTZ

CCTV PRIMARY RECORDING & CONTROL EQUIPMENT

INTRUSION DETECTION SYSTEM (IDS)

ACCESS CONTROL PANEL (BY OTHERS)

DURESS SWITCH

PTZ

KP

BM

IDS

M

CCTV

ACS

DS

DC

CR

ABBREVIATIONS

ACS ACCESS CONTROL SYSTEM

AFF ABOVE FINISHED FLOOR

C CONDUIT

CATV CABLE TELEVISION

CKT CIRCUIT

CFCI CONTRACTOR-FURNISHED, CONTRACTOR-INSTALLED

COR CONTRACTING OFFICER'S REPRESENTATIVE

CU COPPER

DMS DOOR MONITORING SYSTEM

DVI DIGITAL VIDEO INPUT

FACP FIRE ALARM CONTROL PANEL

GFCI GOVERNMENT-FURNISHED, GOVERNMENT-INSTALLED

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFGI GOVERNMENT-FURNISHED, GOVERNMENT-INSTALLED

G GROUND

GND GROUND

HZ HERTZ

I3A TECHNICAL CRITERIA FOR THE INSTALLATION

INFORMATION INSTALLATION ARCHITECTURE, FEB 2010

IDS INTRUSION DETECTION SYSTEM

MFR MANUFACTURER

MH MOUNTING HEIGHT

MNS MASS NOTIFICATION SYSTEM

MTD MOUNTED

NEC NFPA 70, NATIONAL ELECTRICAL CODE, 2014

NO NUMBER

NTS NOT TO SCALE

SPD SURGE PROTECTIVE DEVICE

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR

TYP TYPICAL

UL UNDERWRITERS LABORATORY

UOI UNLESS OTHERWISE INDICATED

UON UNLESS OTHERWISE NOTED

W, WP WEATHERPROOF

GENERAL NOTES

1. SEE PLATE E-001 & E-002 FOR ABBREVIATIONS, ELECTRICAL

LEGEND AND DEVICE MOUNTING HEIGHTS.

2. MOUNTING HEIGHT, UNLESS OTHERWISE NOTED, IS TO CENTER

LINE OF EQUIPMENT.

3. MOUNT OUTLET BOXES SO THAT NONE OCCUR BACK TO BACK

IN WALLS.

4. iNTRUSION DETECTION SYSTEM (IDS), ACCESS CONTROL

SYSTEM (ACS) AND CLOSED-CIRCUIT TV (CCTV) SYSTEM SHALL BE

RACEWAY ONLY SYSTEMS. NO CONTROLLERS, SENSING DEVICES

OR INTERFACE DEVICES WILL BE INSTALLED UNDER THIS

CONTRACT.

5. ALL EMPTY RACEWAYS AND JUNCTION BOXES SHALL HAVE

PULL STRINGS INSTALLED FOR USE TO INSTALL CABLES BY

OTHERS.

6. SEAL PENETRATIONS THROUGH ROOFS, CEILINGS, FLOORS,

WALLS AND FIRE WALLS TO MAINTAIN THE INTEGRITY OF THE AIR

BARRIER, FIRE AND ACOUSTIC RATINGS OF THE ROOF, CEILINGS,

WALLS AND FLOORS.

7. LOCATE ALL RACEWAYS TO AVOID INTERFERENCE WITH DUCTS,

PIPES, MECHANICAL EQUIPMENT, WITH REMOVAL OF CEILING

TILES, OR WITH ACCESS TO EQUIPMENT WHICH REQUIRES

PERIODIC ADJUSTMENT OR MAINTENANCE.

8. RACEWAYS CROSSING STRUCTURAL EXPANSION JOINTS OR

SEISMIC JOINTS SHALL BE PROVIDED WITH SUITABLE EXPANSION

FITTINGS OR OTHER SUITABLE MEANS TO COMPENSATE FOR THE

BUILDING EXPANSION AND CONTRACTION AND TO PROVIDE FOR

CONTINUITY OF GROUNDING.

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

EC

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

SI

D

E

F

G

2 3 4 5 6 7 8 9 10

C:\Users\K6ENXSJA\Documents\FY17PN85794_MEP_R18_K6ENXSJA.rvt

6/21/2018 11:51:56 AM

AP

R

IL

W

2H N

-1 8-

B-

D es ig ne r

Au th or

Ap pr ov er

C

AT

C O

D E

EY001

AU

XI

LI

AR

Y

SY

ST

EM

S

LE

G

EN

D

G

EN

ER

AL

N O

TE

S

SA

VA

N N

AH

D

IS

TR

IC

T

SA

VA

N N

AH

, G

EO

R

G

IA

FO

R

T G

O R

D O

N , G

EO

R

G

IA

AR

C

YB

ER

C O

M

PA

N Y

O

PE

R

AT

IO

N

S

FA

C

IL

IT

Y

PN

C he ck er

ISSUED FOR CONSTRUCTION

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

JU

N

1 8