W912HN-22-B-4008_FIO_DELINEATIONS_CLIN_STRUCTURE.pdf

UP

UP

4 11

A

B

21 135 6 7 8 9 10

A-301

A-303

A-302

A-301

28' - 3"

C

D

F

15' - 3 1/2"

21' - 11" 28' - 2 1/8" 18' - 11" 11' - 4 1/4" 11' - 7" 11' - 7" 11' - 7" 11' - 10" 11' - 4" 11' - 3 3/4" 13' - 9" 8' - 6" 7' - 1"

179' - 1 1/8"

/2

/2

/2

/2

/2

EXISTING WALL/STRUCTURE TO REMAIN

DEMOLITION LEGEND

DEMOLISHED EXISTING WALL/STRUCTURE

DEMOLISHED EXISTING CONCRETE SLAB. SEE STRUCTURAL.

Lic. No. 14913 Registered Architect

N O

R

TH CA R OL

I N A

R

ICHARD

KENNETH PERK

IN

S

2 JULY 2021

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

LI

C

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

US Army Corps of Engineers ®

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

T

R

IC

T

W

. O G

LE

T

H O

R P

E A

V E

S

A V

A N

N A

H , G

A

DPW-7748

/2

/2

:3 :1

A

M B

IM

/1

.0

F o rt

B ra g g /1

.0

U

S A

C E

F

O R

T B

R A

G G

A

R C

H B

A S

E v .r v t

AD-110

B A

S E

M E

N T

F L O

O R

P L A

N

E X

IS

T

IN

G

C O

N D

IT

IO

N

D E

M O

L

IT

IO

N

F O

R T

B R

A G

G , N

O R

T H

C A

R O

LI

N

A E

P av lo v

E P av lo v

B . W

Y S

Z Y

N S

K I

R . P

E R

K

IN

S

JU

LY

N O

N E

C at eg or y C od e

F ile

N am e

R E

A D

Y T

O A

D V

E R

T

IS

E

IN

N

O V

A T

IO

N

O U

T P

O S

T B

U

IL

D

IN

G

-4

F Y

, P

N F

A -1

-1

1/8" = 1'-0"1 BASEMENT FLOOR PLAN - EXISTING CONDITION / DEMOLITION PLAN

PLAN NORTHKEY PLAN

KEYNOTES

1 CONFINED MECHANICAL SPACE DIRT FLOOR

2 APPROX. 2X4 WALL OPENING AND 6SF DAMAGED AREA OF THE SLAB ON GRADE

3 FLOOR DRAINS & OPENINGS TO BE REMOVED/SEALED

4 EXISTING FREIGHT ELEVATOR TO BE REMOVED. PREPARE SLAB OPENING TO BE

FILLED IN WITH NEW STRUCTURAL SLAB. SEE STRUCTURAL DRAWINGS FOR DETAILS

AND INFORMATION.

5 EXISTING STAIR TO BE REMOVED. NEW MECHANICAL SLAB TO COVER AREA.

UNDERSIDE TO BE FILLED WITH FILL DIRT TO SUPPORT NEW SLAB.

0 4' 8' 16'

1461658497.civ Polygon

1461658497.civ Polygon

1461658497.civ Text Box Base CLIN 0001 Base CLIN 0003 Option CLIN 0006

1461658497.civ Polygon

1232211233.civ Polygonal Line

UP

UP

UP

UP

UP

UP

UP

UP

UP

UP

4 11

A

B

/4

20' - 9"4' - 0 1/4"

/2

"3' - 11"

/8

/8

/8

4' - 10"

G

5 6 7 8 9 10

8'

0"

27' - 10 5/8"

9' - 7 1/8" 1' - 2" 19' - 2" 0' - 9 1/8" 26' - 1"

1"

/8

17' - 0"14' - 6"

30' - 5 1/2"

2'

1/

4" 8'

3"

1'

2"

1'

2"

9'

4'

9' - 4 1/2"

1'

2"

19' - 8 1/2"

5/ 8"

/8

20' - 7 7/8"

/2

4'

0"

C

D

F

0'

1/

2" 0'

/2

42' - 9 1/8"

SE

E

AD

-1

SE

E

AD

-1

SEE AD-121

SEE AD-122

DN

DN

7' - 11" 1' - 0" 8' - 10 5/8"

4 4 4 4

5 5 5

A-203

4 4 4

5 5

EXISTING WALL/STRUCTURE TO REMAIN

DEMOLITION LEGEND

DEMOLISHED EXISTING WALL/STRUCTURE

DEMOLISHED EXISTING CONCRETE SLAB. SEE STRUCTURAL.

Lic. No. 14913 Registered Architect

N O

R

TH CA R OL

I N A

R

ICHARD

KENNETH PERK

IN

S

2 JULY 2021

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

LI

C

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

US Army Corps of Engineers ®

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

T

R

IC

T

W

. O G

LE

T

H O

R P

E A

V E

S

A V

A N

N A

H , G

A

DPW-7748

/2

/2

:3 :1

A

M B

IM

/1

.0

F o rt

B ra g g /1

.0

U

S A

C E

F

O R

T B

R A

G G

A

R C

H B

A S

E v .r v t

AD-120

-S

T F

L O

O R

P L A

N

E X

IS

T

IN

G

C O

N D

IT

IO

N

D E

M O

LI

T

IO

N

F O

R T

B R

A G

G , N

O R

T H

C A

R O

LI

N

A E

P av lo v

E P av lo v

B . W

Y S

Z Y

N S

K I

R . P

E R

K

IN

S

JU

LY

N O

N E

C at eg or y C od e

F ile

N am e

R E

A D

Y T

O A

D V

E R

T

IS

E

IN

N

O V

A T

IO

N

O U

T P

O S

T B

U

IL

D

IN

G

-4

F Y

, P

N F

A -1

-1

PLAN NORTHKEY PLAN

3/32" = 1'-0"1 FIRST FLOOR DEMOLITION PLAN

KEYNOTES

1 EXISTING OPENING IN FLOOR

2 EXISTING FREIGHT ELEVATOR TO BE REMOVED. PREPARE SLAB OPENING TO BE

FILLED IN WITH NEW STRUCTURAL SLAB. SEE STRUCTURAL DRAWINGS FOR DETAILS

AND INFORMATION.

3 HVAC TRENCH W CAST IN PLACE DUCTS UNDER FLOOR

4 DEMOLISH EXISTING WINDOW. MODIFY OPENING TO ACCOMMODATE NEW WORK.

5 PROVIDE OPENING IN EXISTING MASONRY WALL AS NEEDED TO ACCOMMODATE NEW

WORK. COORDINATE W/ STRUCTURAL.

6 RETAIN AND RESTORE EXISTING HISTORIC WINDOW. DEMOLISH FILL BEHIND.

0 4' 8' 16'

1461658497.civ Text Box Base CLIN 0001, Base CLIN 0002, Base CLIN 0003, Option CLIN 0006

1461658497.civ Callout

CLIN 0001

1461658497.civ Callout

CLIN 0002

1461658497.civ Polygon

1461658497.civ Polygon

1461658497.civ Polygon

1461658497.civ Polygon

1461658497.civ Callout

CLIN 0006

1232211233.civ Text Box

CLIN 0003

Line

UP

UP

UP

UP

UP

D W

A-201

A-202

4 11

A

B

21 13

G

5 6 7 8 9 10

A-301

A-303

MECH YARD

A-201

LIFT

E

A-401

A-401

A-606

6' - 11 1/4" 15' - 2 3/4"

22' - 2"

9'

5/

8"

2'

4"

/4

8' - 0" 20' - 2 7/8" 28' - 2 7/8"

A-302

A-302

A-301

A-203 1

A-302

A-303

C

D

F

213' - 4 3/8"

3' - 11 3/4" 6' - 0" 4' - 0 1/4" 13' - 11"

/4

1'

7/

8"

5' - 2 1/2" 5' - 2 1/2" 5' - 2 1/2" 5' - 2 1/2" 5' - 2 1/2" 10' - 2"

1' - 2"

9' - 10 1/2"

13' - 10 1/2" 12' - 10 1/2" 12' - 1 3/8"

/8

9'

0"

/8

19' - 10"

SE

E

A-

SE

E

A-

1B

SEE A-121

SEE A-121B

8'

0"

ENTRY

VESTIBULE

100A

0'

1/

2" 0'

3/ 4"

1'

8" 2'

3/ 8"

5'

3/ 4"

A-504

4' - 0"

10' - 0"

EXISTING WALL/STRUCTURE TO REMAIN

PARTITION LEGEND

NEW WALL. SEE WALL TAG FOR PARTITION AND A003

FOR PARTITION CONSTRUCTION

Lic. No. 14913 Registered Architect

N O

R

TH CA R OL

I N A

R

ICHARD

KENNETH PERK

IN

S

2 JULY 2021

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

LI

C

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

US Army Corps of Engineers ®

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

T

R

IC

T

W

. O G

LE

T

H O

R P

E A

V E

S

A V

A N

N A

H , G

A

DPW-7748

/2

/2

:3 :3

A

M B

IM

/1

.0

F o rt

B ra g g /1

.0

U

S A

C E

F

O R

T B

R A

G G

A

R C

H B

A S

E v .r v t

A-120

S

T F

L O

O R

P L A

N

O V

E R

A L L

F O

R T

B R

A G

G , N

O R

T H

C A

R O

LI

N

A B

. W Y

S Z

Y N

S K

I

B . W

Y S

Y Z

N S

K I

B . W

Y S

Z Y

N S

K I

R . P

E R

K

IN

S

JU

LY

N O

N E

C at eg or y C od e

F ile

N am e

R E

A D

Y T

O A

D V

E R

T

IS

EIN

N

O V

A T

IO

N

O U

T P

O S

T B

U

IL

D

IN

G

-4

F Y

, P

N F

A -1

-1

N E

W W

O R

K

3/32" = 1'-0"1 1-ST FLOOR PLAN - OVERALL - NEW WORK

PLAN NORTHKEY PLAN

KEYNOTES

0 4' 8' 16'

1461658497.civ Callout CLIN 0001 Includes Entire Building Enclosure TYP. Except stucco repairs and mineral coating outline in CLIN 0006

1461658497.civ Polygon

1461658497.civ Polygon

1461658497.civ Callout

CLIN 0001

1461658497.civ Polygon

1461658497.civ Callout

CLIN 0002

1461658497.civ Polygon

1461658497.civ Callout

CLIN 0006

1461658497.civ Text Box Base CLIN 0001, Base CLIN 0002, Option CLIN 0006

UP

UP

4 11

A

B

21 13

G

5 6 7 8 9 10 14

E

28' - 9 1/2"

14' - 1 1/8"

C

D

F

0"

1'

0"

1'

2"

SE

E

AD

-1

SE

E

AD

-1

SEE AD-121

SEE AD-122

1'

1/

4"

/4

1 2

EXISTING WALL/STRUCTURE TO REMAIN

DEMOLITION LEGEND

DEMOLISHED EXISTING WALL/STRUCTURE

DEMOLISHED EXISTING CONCRETE SLAB. SEE

STRUCTURAL.

DEMOLISH EXISTING ROOF ASSEMBLY CONSISTING OF:

- SINGLE PLY ROOF MEMBRANE

- TAPERED AND UNIFORM ROOF INSULATION WITH

VARYING THICKNESS FROM 3'' TO 10''. INSULATION IS HOT-

MOPPED TO DECK.

- EXISTING POURED REINFORCED BULB-TEE GYPSUM

DECK - 3''; AND FIBERGLASS FORM BOARD - 2''

- STEEL STRUCTURE.

COORDINATE W/ STRUCTURAL ON DEMOLITION OF ALL

STRUCTURAL COMPONENTS.

MODIFY EXISTING FLOOR ASSEMBLY CONSISTING OF:

-HISTORIC MUD-SET QUARRY TILES - DEMOLISH

-EXISTING ARCHITECTURAL CONCRETE WITH 6''

THICKNESS - DEMOLISH

-EXISTING WATERPROOFING MEMBRANE (IF ANY) -

DEMOLISH

- KEEP EXISTING STRUCTURAL CONCRETE INTACT,

EXCEPT AS NOTED ELSEWHERE. COORDINATE W/

STRUCTURAL.

DEMOLISH EXISTING ROOF ASSEMBLY CONSISTING OF:

- MODIFIED BITUMEN ROOF SHINGLES

- SHEET MEMBRANE

- WOODEN BOARD DECK

- WOODEN STRUCTURE. SEE STRUCTURAL.

MODIFY PERIMETER WALLS AS NEEDED TO ACCOMMODATE

NEW WORK.

Lic. No. 14913 Registered Architect

N O

R

TH CA R OL

I N A

R

ICHARD

KENNETH PERK

IN

S

2 JULY 2021

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

LI

C

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

US Army Corps of Engineers ®

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

T

R

IC

T

W

. O G

LE

T

H O

R P

E A

V E

S

A V

A N

N A

H , G

A

DPW-7748

/2

/2

:3 :2

A

M B

IM

/1

.0

F o rt

B ra g g /1

.0

U

S A

C E

F

O R

T B

R A

G G

A

R C

H B

A S

E v .r v t

AD-130

-N

D F

LO

O

R P

L A

N

E X

IS

T

IN

G

C O

N D

IT

IO

N

D E

M O

L

IT

IO

N

F O

R T

B R

A G

G , N

O R

T H

C A

R O

LI

N

A E

P av lo v

E P av lo v

B . W

Y S

Z Y

N S

K I

R . P

E R

K

IN

S

JU

LY

N O

N E

C at eg or y C od e

F ile

N am e

R E

A D

Y T

O A

D V

E R

T

IS

E

IN

N

O V

A T

IO

N

O U

T P

O S

T B

U

IL

D

IN

G

-4

F Y

, P

N F

A -1

-1

3/32" = 1'-0"1 2-ND FLOOR PLAN - OVERALL - EXISTING CONDITION / DEMOLITION

PLAN NORTHKEY PLAN

KEYNOTES AD-130

1 DEMOLISH EXISTING SKY-LIGHTKS

2 DEMOLISH EXISTING MECHANICAL EQUIPMENT NOT SHOWN ON THIS ROOF AREA. SEE

PHOTO #4/AD-140

GENERAL ROOF DEMOLITION NOTES

1. CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH ALL

DISCIPLINES INCLUDING MECHANICAL, ELECTRICAL,, PLUMBING,

STRUCTURAL, AND OTHERS. CONTRACTOR IS RESPONSIBLE FOR

PROVIDING OPENINGS IN ROOF/WALL ASSEMBLIES AS NEEDED FOR MEP

AND STRUCTURAL SYSTEMS , REGARDLESS IF SHOWN ON ROOFING

DRAWINGS ORT NOT.

2. ALL DIMENSIONS TO- OR FROM- EXISTING COMPONENTS ARE

APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSION-

SENSITIVE LOCATIONS.

3. DEMOLISH COMPONENTS IN NEATLY AND ORDERLY MANNER AND

LIMIT THE EXTENT OF THE DAMAGE ON ADJACENT COMPONENTS TO

REMAIN AS MUCH AS POSSIBLE.

4. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASUREMENTS TO

ENSURE NO WATER PENETRATES IN TO BUILDING INTERIOR. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL REMEDIAL COSTS

RELATED TO SUCH WATER DAMAGE.

5. CONTRACTOR SHALL HAUL AWAY AND DISPOSE DEBRIS, INCLUDING

HAZARDOUS MATERIALS, IN ACCORDANCE W/ LOCAL CODES AND

ORDINANCES.

6. ALL OPENINGS IN EXISTING CONCRETE COMPONENTS ARE TO BE

PROVIDED BY CORE DRILLING, NOT JACK HAMMERING.

0 4' 8' 16'

1461658497.civ Polygon

1461658497.civ Callout

CLIN 0002

1461658497.civ Callout

CLIN 0001

1461658497.civ Polygon

1461658497.civ Polygon

1461658497.civ Polygon

1461658497.civ Polygon

1461658497.civ Callout

CLIN 0006

1461658497.civ Text Box Base CLIN 0001, Base CLIN 0002, Base CLIN 0003, Option CLIN 0006

1461658497.civ Callout CLIN 0001 Includes Entire Building Enclosure TYP. Except stucco repairs and mineral coating outline in CLIN 0006

1461658497.civ Callout CLIN 0001 Includes Entire Building Enclosure TYP. Except stucco repairs and mineral coating outline in CLIN 0006

1232211233.civ Text Box

CLIN 0003

UP

UP

A-202

4 11

A

B

21 13

G

5 6 7 8 9 10

A-301

A-303

A-201

14' - 7"

9'

3/

4" 6'

1"

A-401

A-601

A-302

A-301

A-302

A-303

C

D

F

15' - 9"

5' - 2 1/8"

4'

2"

3/ 4"

/8

SEE A-131

SEE A-132

SEE A-131

SEE A-132

A-806

1/ 4"

1/ 4"

4" / 12" 4" / 12"

4" / 12"

4" / 12"

16' - 1"

25' - 0" 21' - 6" 7' - 0"

EXISTING WALL/STRUCTURE TO REMAIN

PARTITION LEGEND

NEW WALL. SEE WALL TAG FOR PARTITION AND A003

FOR PARTITION CONSTRUCTION

PROVIDE NEW ROOF ASSEMBLY CONSISTING OF:

- STRUCTURAL STEEL DECK AND JOISTS. SEE STRUCTURAL

- VAPOR RETARDER

- R-25 RIGID POLYISO INSULATION. MECHANICALLY ATTACH

1-ST LAYER AND ADHERE 2-ND LAYER

- 1/2'' ADHERED PLYWOOD SHEATHING

- SELF-ADHERING UNDERLAYMENT

-CLAY TILES AND ASSOCIATED SUB-COMPONENTS

PROVIDE NEW ROOF ASSEMBLY WITH PEDESTAL PAVER

SYSTEM CONSISTING OF:

- EXISTING STRUCTURAL CONCRETE DECK TO REMAIN

- STRUCTURAL LWC WITH MINIMUM STARTING THICKNESS OF

1'' AND 1/16'':1'-0'' SLOPE

- WATERPROOFING MEMBRANE

- DRAINAGE MATT

- R-25 HD XPS INSULATION

- PROTECTION SHEET

- ADJUSTABLE HEIGHT PEDESTAL PAVER SYSTEM WITH

SLOPE APPROX. 1/16'':1'-0''

EXISTING WALL/STRUCTURE TO REMAIN

PROVIDE NEW ROOF ASSEMBLY WITH PEDESTAL PAVER

SYSTEM CONSISTING OF:

- STRUCTURAL DECK WITH 1/2:12 SLOPE. SEE STRUCTURAL

- VAPOR BARRIER

- R-25 HD XPS INSULATION. MECHANICALLY ATTACH LOWER

LAYER AND ADHERE THE TOP LAYER. PROVIDE STRUCTURAL

LWC CRICKETS WITH MIN 1/4:12 POSITIVE SLOPE.

- 1/2'' COVER BOARD (EXCEPT OVER THE CRICKETS)

- WATERPROOFING MEMBRANE

- MEMBRANE PROTECTION LAYER

- FLAT ADJUSTABLE HEIGHT PEDESTAL PAVER SYSTEM WITH

PROVIDE WATERPROOFING ASSEMBLY CONSISTING OF:

- 3.5'' SEMI-RIGID BAT INSULATION

- EXISTING STRUCTURAL CONCRETE DECK

- FULLY ADHERED 1 TO 2 LAYERS OF 1.5'' HD XPS INSULATION.

MAINTAIN MIN 1'' CONCRETE COVERAGE

- SLOPED REINFORCED ARCHITECTURAL CONCRETE AS

INDICATED WITH MIN STARTING THICKNESS 1''

- WATERPROOFING MEMBRANE

- QUARRY TILES

PROVIDE ROOF STRUCTURAL SSMR ASSEMBLY CONSISTING

OF:

- ROOF STRUCTURE; SEE STRUCTURAL

- 1'' BATT INSULATION IN FLEXIBLE PERFORATED,

NONCOMBUSTIBLE RETAINER

- STRUCTURAL STANDING SEAM METAL PANELS

LEGEND

Lic. No. 14913 Registered Architect

N O

R

TH CA R OL

I N A

R

ICHARD

KENNETH PERK

IN

S

2 JULY 2021

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

LI

C

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

US Army Corps of Engineers ®

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

T

R

IC

T

W

. O G

LE

T

H O

R P

E A

V E

S

A V

A N

N A

H , G

A

DPW-7748

/2

/2

:3 :5

A

M B

IM

/1

.0

F o rt

B ra g g /1

.0

U

S A

C E

F

O R

T B

R A

G G

A

R C

H B

A S

E v .r v t

A-130

-N

D F

L O

O R

P L A

N

O V

E R

A L L

F O

R T

B R

A G

G , N

O R

T H

C A

R O

LI

N

A B

. W Y

S Z

Y N

S K

I

B . W

Y S

Y Z

N S

K I

B . W

Y S

Z Y

N S

K I

R . P

E R

K

IN

S

JU

LY

N O

N E

C at eg or y C od e

F ile

N am e

R E

A D

Y T

O A

D V

E R

T

IS

EIN

N

O V

A T

IO

N

O U

T P

O S

T B

U

IL

D

IN

G

-4

F Y

, P

N F

A -1

-1

3/32" = 1'-0"1 2-ND FLOOR PLAN - OVERALL

PLAN NORTHKEY PLAN

0 4' 8' 16'

KEYNOTES

PRODUCT DATA

PAVER PEDESTALS:

PROVIDE NON-PENETRATING, LOOSE LAID PEDESTALS WITH LEVELING DEVICE AND

ADJUSTABLE HEIGHT.

DEVICES SHALL COMPLY WITH ASTM D-19929 AND ASTM D635 AND SHALL HAVE MINIMUM 1000

LB LOAD BEARING CAPACITY PER PEDESTAL WITH A FACTOR OF SAFETY. MINIMUM DIMENSION

ON THE BASE: 4'' DIAMETER. INSTALL IN ACCORDANCE WITH MANUFACTURER`S PRINTED

INSTRUCTIONS AND APPLICABLE CODES. LEVEL TO PROVIDE FLAT AND SLIGHTLY SLOPED

WALKING SURFACE AS INDICATED.

CONCRETE PAVERS:

PROVIDE 2'' CONCRETE PAVERS SYSTEM WITH FULL THROUGH-BODY COLORING. PAVER

SYSTEM MUST ATTACHED TO PEDESTALS AND SHALL BE INTERLOCKING WITH FASTENER AND

PLATE TO RESIST WIND UPLIFT LOADS AS INDICATED ON STRUCTURAL DRAWING. ADHESION

TO PEDESTAL IS ACCEPTABLE AS LONG AS THE SYSTEM MEETS THE WIND UPLIFT. PROVIDE

PAVERS WITH RECESSED TO ACCOMMODATE ATTACHMENT PLATE.

SUBMIT TO GOV MANUFACTURER`S STANDARD COLLOR ARRAY FOR FINAL SELECTION.

SUBMIT THE WIND TEST REPORT

SUBMIT PRODUCT DATA AND SHOP DRAWINGS FOR THE ENTIRE PEDESTAL-PAVER SYSTEM.

MINIMUM PHYSICAL PROPERTIES: TENSILE STRENGTH 8,600 PSI; FLEXURAL MODULUS:

1,200,000, COLOR HIFT; LESS THAN 1%

BASYS OF DESIGN: HANOVER ARCHITECTURAL PRODUCTS

1461658497.civ Callout Excludes this portion of the Mezzanine which is part of CLIN 0004

1461658497.civ Polygon

1461658497.civ Polygon

1461658497.civ Callout

CLIN 0002

1461658497.civ Polygon

1461658497.civ Polygon

1461658497.civ Callout

CLIN 0006

1461658497.civ Text Box Base CLIN 0001, Base CLIN 0002, Option CLIN 0004 Option CLIN 0006

1461658497.civ Callout CLIN 0001 Includes Entire Building Enclosure TYP. Except stucco repairs and mineral coating outline in CLIN 0006

1232211233.civ Text Box

CLIN 0001

1232211233.civ Line

4 11

A

B

21 135 6 7 8 9 10

A-301

A-201

E

A-302

A-301

A-302

A-303

C

D

F

1/

2"

4"

4"

4" / 12"

4" / 12" 4" / 12"

4"

4"

1/

2"

1/

2"

3" / 12"3" / 12"

3"

3"

3" / 12" 3" / 12"

SEE A-132

SEE 3/A-131

ROOF BELOW

SEE A-131

R O

O F

BE

LO

W

SE

E

A-

2" / 12"2" / 12"

4"

4"

4"

4"

A-623

A-623

A-623

4" / 12"

DS

DS

GEJDS

DS

D S

DS

D S

GEJDSGT1 GT1 GT1

GT2

GT2 GT2 GT2

G T2

SE

E

A-

VR

NVR

GT3

DS

A-806

DS

SE

E

A-

EF

A-624

A-624

SI

M

A-623

A-623

A-623

A-624

SE

E

2/ A-

PROVIDE ROOF ASSEMBLY CONSISTING OF:

- STRUCTURAL DECK - SEE STRUCTURAL

- CLASS 3 VAPOR RETARDER

- R-25 RIGID POLYISO INSULATION

- SELF-ADHERING UNDERLAYMENT

- STANDING SEAM METAL ROOF

EXISTING WALL/STRUCTURE TO REMAIN

ABBREVIATION LEGEND

GT1 - PRE-FINISHED GUTTER 7'' X 6''

GT2 - PRE-FINISHED GUTTER 4''X4''

GT3 - PRE-FINISHED GUTTER D=6''

DS - DOWNSPOUT 4''X4''. CONNECT TO STORM DRAINAGE INLET

DS-E - EXISTING DOWNSPOUT

GEJ - PRE-FINISHED GUTTER EXPANSION JOINT PER SMACNA FIGURE 1-7

VR - VENTED RIDGE. SEE 5/A-623

NVR - NON-VENTED RIDGE. SEE 3/A-623

EF - EXHAUST FAN. SEE MECHANICAL. WATERPROOF PER 2/A-625

LEGEND

PROVIDE ROOF ASSEMBLY CONSISTING OF:

- EXISTING POURED GYPSUM DECK TO REMAIN. SEE SHEET

NOTE 1

- R-38 SEMI-RIGID BATT INSULATION

- VENTED ATTIC SPACE

- BLANKET BATT INSULATION

- STANDING SEAM METAL ROOF

PROVIDE ROOF ASSEMBLY CONSISTING OF:

- STRUCTURAL STEEL DECK AND JOISTS. SEE STRUCTURAL

- VAPOR RETARDER

- R-25 RIGID POLYISO INSULATION. MECHANICALLY ATTACH

1-ST LAYER AND ADHERE 2-ND LAYER

- 1/2'' ADHERED PLYWOOD SHEATHING

- SELF-ADHERING UNDERLAYMENT

-CLAY TILES AND ASSOCIATED SUB-COMPONENTS

SHEET NOTES

1. PATCH FOUR 36''X36'' OPENINGS IN THE EXISTING GYPSUM DECK USING 48''X48''

TYPE B, 1.5'' , 22-GA GALVANIZED STEEL DECK. SET FLUTES IN MORTAR AND ATTACH

TO THE GYPSUM WITH FASTENERS AT EACH HIGH AND LOW FLUTE AND AT 6'' O.C.

A-301

A-302

4"

4" / 12"

4"

4" / 12"

DS

DS

Lic. No. 14913 Registered Architect

N O

R

TH CA R OL

I N A

R

ICHARD

KENNETH PERK

IN

S

2 JULY 2021

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

LI

C

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

US Army Corps of Engineers ®

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

T

R

IC

T

W

. O G

LE

T

H O

R P

E A

V E

S

A V

A N

N A

H , G

A

DPW-7748

/2

/2

:3 :0

A

M B

IM

/1

.0

F o rt

B ra g g /1

.0

U

S A

C E

F

O R

T B

R A

G G

A

R C

H B

A S

E v .r v t

A-140

O V

E R

A L L

R O

O F

P L A

N

N E

W

F O

R T

B R

A G

G , N

O R

T H

C A

R O

LI

N

A B

. W Y

S Z

Y N

S K

I

B . W

Y S

Y Z

N S

K I

B . W

Y S

Z Y

N S

K I

R . P

E R

K

IN

S

JU

LY

N O

N E

C at eg or y C od e

F ile

N am e

R E

A D

Y T

O A

D V

E R

T

IS

EIN

N

O V

A T

IO

N

O U

T P

O S

T B

U

IL

D

IN

G

-4

F Y

, P

N F

A -1

-1

3/32" = 1'-0"1 OVERALL ROOF PLAN - NEW WORK

PLAN NORTHKEY PLAN

KEYNOTES

1 EXISTING ROOF TO REMAIN. MODIFY AS NEEDED TO ACCOMMODATE NEW MATCHING

DOWNSPOUT AS INDICATED.

2 PROVIDE PREFINISHED WATER DIVERTER

3 STRIP EXISTING WINDOW SILLS IN TOWER USING GENTLEST POSSIBLE MEANS (CHEMICAL,

NON-ABRASIVE). REPAINT WINDOW SILLS IN TOWER, TYPICAL ALL SILLS. RESTORE EXISTING

WINDOWS PER HISTORICAL DOCUMENTS.

4 RESTORE HISTORIC CHIMNEY POTS AND COVER ON CHIMNEY AT HISTORIC BALLROOM.

PLEASE REFERENCE DRAWINGS AND HISTORICAL DOCUMENTATION FOR SUPPLEMENTAL

INFORMATION. PAINT EXTERIOR, REPAIRED OR PATCHED STUCCO TO BE PAINTED TO MATCH

EXISTING.

5 RESTORE HISTORIC CHIMNEY AT NIPR VCT CONF ROOM TO HISTORICAL HEIGHT. (SEE A-641

DETAIL 3, SEE ELEVATIONS AND HISTORICAL DRAWINGS). REPAIR AND PATCH AND DAMAGE

EXISTING STUCCO. PAINT TO MATCH EXISTING COLOR AND TEXTURE IAW 04 11 00.01.

6 RESTORE CENTER SPINDLE AT TOP OF TOWER (SEE A-A641, DETAIL 5) FROM WHICH TO HANG

WROUGHT IRON LANTERN ACCORDING TO HISTORIC DRAWINGS. SEE HISTORICAL

DOCUMENTS FOR REFERENCE. OWNER TO COORDINATE RESTORATION OF FIXTURE WITH GC.

3/32" = 1'-0"2 TOWER ROOF

0 4' 8' 16'

HISTORIC CHANDELIER ABOVE TO BE RESTORED AND COORDINATED WITH CULTURAL

RESOURCES POC (JEREMY SPATES). ASSOCIATED NOTE 6 ABOVE FOR ADDITIONAL

INFORMATION.

RED AND WHITE ROD IS 4'-0" FOR REFERENCE

1461658497.civ Text Box Base CLIN 0001

1461658497.civ Callout Existing Clay Tile Roofs Have been repaired. Only new penetrations in clay tile roof are in contract.

1461658497.civ Polygon

1461658497.civ Polygon

1461658497.civ Callout CLIN 0001 Includes Entire Building Enclosure TYP. Except stucco repairs and mineral coating outline in CLIN 0006

VAV-5A

"x

"x

10"x12" 10"x12"

VAV-2

24"x14"

22"x14" 26"x14"

"x

"x

12"x10"

12"x10"

10"x8"8"x8"

10"x8"

"x

8"x8" TYP.4

DH-1

VAV-4

10"x10"

10"x10"

6"x6"

12"x12"

12"x10"

12"x10"

"x

14"x12" 14"x12"

8" x8

"x

8"

24"x18"

M-100A

4 4

A

B

G

E

C

D

F

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

34"x18"

FCU-1

FCU-2

T

T

BASEMENT

B104

SUMP PUMP

SUMP PUMP

01_FP_FLOOR PLAN

3' - 6"

00_FP_BASMENT

-6' - 0"

GROUND LEVEL

0' - 0"

ED F

18"x34"

MECH

HALL

BASEMENT

B104

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

LI

C

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

US Army Corps of Engineers ®

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

T

R

IC

T

W

. O G

LE

T

H O

R P

E A

V E

S

A V

A N

N A

H , G

A

DPW-7748

/2

/2

:2 :3

P

M B

IM

/1

.0

F o rt

B ra g g /1

.0

U

S A

C E

F

O R

T B

R A

G G

M

E P

B

A S

E v .r v t

M-100A

P A

R T

IA

L

M E

C H

A N

IC

A

L F

L O

O R

P L A

N

B A

S E

M E

N T

N

E W

W O

R K

F O

R T

B R

A G

G , N

O R

T H

C A

R O

LI

N

A A

. N O

O K

A

LA

V . N

A R

A

LA

S E

T T

I

B . W

Y S

Z Y

N S

K I

A . N

O O

K A

LA

JU

N

E

N O

N E

C A

T E

G O

R Y

C O

D E

F ile

N am e

R E

A D

Y T

O A

D V

E R

T

IS

E

IN

N

O V

A T

IO

N

O U

T P

O S

T B

U

IL

D

IN

G

-4

F Y

, P

N F

A -1

-1

1/8" = 1'-0"1 PARTIAL MECHANICAL FLOOR PLAN - BASEMENT - NEW WORK

SHEET NOTES:

1. REFER TO M-001 FOR MECHANICAL GENERAL NOTES

AND DESIGN CRITERIA.

2. REFER TO M-002 FOR MECHANICAL ABBREVIATIONS

AND LEGENDS.

3. RUNOUTS TO TERMINAL UNITS SHALL BE THE SAME

SIZE AS SCHEDULED INLET SIZE.

4. RUNOUTS TO REGISTERS AND DIFFUSERS SHALL BE

THE SAME SIZE AS NECK SIZE.

5. PROVIDE MANUAL VOLUME DAMPERS AT SUPPLY

AND RETURN BRANCH DUCTWORK AS SHOWN.

KEYNOTES:

1. 30x16 SUPPLY DUCT INTO MECHANICAL ROOM.

2. 34x18 RETURN DUCT INTO MECHANICAL ROOM.

REFER 2/M-100A.

3. SUMP PUMP FOR CONDENSATE DRAIN. REFER TO

PLUMBING DRAWING P-101 FOR FURTHER

INFORMATON. CONDENSATE FROM FCUs AND

DEHUMIDIFIER SHALL BE ROUTED TO THE SUMP

PUMP.

4. RUNOUT DUCTS UPTO FLOOR MOUNTED SUPPLY

AND RETURN GRILLES ON FIRST FLOOR. REFER TO

M-101A FOR PLENUM/NECK SIZES.

5. PROVIDE DEHUMIDIFIER AS SHOWN WITH A UNIT

MOUNTED HUMIDISTAT. REFER TO MECHANICAL

SCHEDULES M-601 FOR FURTHER INFORMATION.

3/16" = 1'-0"2 BASEMENT DUCTWORK SECTION VIEW

PLAN NORTHKEY PLAN

0 4' 8' 16'

0 2' 4' 8' 12'

1461658497.civ Text Box Base CLIN 0001 & Option CLIN 0006

1461658497.civ Line

1461658497.civ Callout CLIN 0001 Create Closed Loop - CLIN 0006 loop piping to support

1461658497.civ Callout CLIN 0006 Mechanical continuation

1461658497.civ

CLIN Demarcation Line

D

CAFE

UNCLASSIFIED OPEN

WORK AREA

NIPR COMMS

BREAK ROOM

ELEV VESTIBULE

OPEN WORK SPACE

FIRE PUMP ROOM

119A

BREAK-OUT ROOM

NIPR VCT CONF

ELEC/COMMS

114A

SIPR COMMS

COMMANDER SUITE

XO/CSM OFFICE

TOWER

LACTATION

LATRINE

130A

STOR.

122A

RESTROOM

126A

LIFT

"x

"ø

18"x12"

42"x18" 32"x18"

"ø

M-401

8"ø

300 CFM

SD-1

8" ø

8"ø

250 CFM

SD-1 12"x10"

"x

TYP.

10"ø

365 CFM

3SD-1

12"ø

VAV-1

VAV-3

VAV-6

VAV-5B12"x10"

8"ø

200 CFM

SD-1

8"ø

300 CFM

SD-1

VAV-8

"ø

"ø

8"ø

250 CFM

SD-1

8"ø

250 CFM

SD-1

TYP.

10"ø

375 CFM

4SD-1

VAV-15

VAV-14

8" ø

8"ø

300 CFM

SD-1

VAV-11

12"x10"

VAV-10 VAV-7

8"ø

200 CFM

SD-1

TYP.

8"ø

225 CFM

2SD-1

CH-1

AC-1 AC-2

AC-3

HALL

HALL

TYP.

6"x48"

250 CFM

4SD-3

"ø

TYP.

6"x36"

300 CFM

2SD-3

12"x6"

"x

6"

"x

6"x72"

600 CFM

SD-3

TYP.

48"x6"

550 CFM

2RG-2

36"x6"

300 CFM

RG-2

36"x6"

250 CFM

RG-2

36"x6"

350 CFM

RG-2

20"x12"

6"ø

75 CFM

EG-2

KITCHEN/SERVICE

ACU-1 ACU-2 ACU-3

T

T

T

T

TO VAV-2

T T

TO VAV-5A

T

T

T

T

T T

TTT

EF-4

EUH-1

EUH-2

MECH

TYP.

10"ø

415 CFM

3SD-1

46"x16" 34"x18"

"x

"x

"x

"x

36"x18" 34"x20"

32"x18"

TYP.

8"ø

250 CFM

2SD-1

M-301

M-301

6"x36"

SD-3

350 CFM

6"x24"

100 CFM

SD-3

24"x6"

RG-2

100 CFM

72"x6"

RG-2

600 CFM

72"x6"

RG-2

800 CFM

72"x6"

RG-2

800 CFM

24"x6"

RG-2

200 CFM

24"x6"

RG-2

300 CFM

EF-3

TYP.

12"x12"

666 CFM

3RG-1

6"ø

75 CFM

EG-2

TO VAV-4

6"ø

12"x12"

545 CFM

RG-1

CORRIDOR

CORRIDOR

UNCLASSIFIED OFFICE

AREA

UNCLASSIFIED OFFICE

AREA

EQUIPMENT PAD

8"ø

2 1

4 4

MATCHLINE REFER TO M-101B FOR CONTINUATION

A

B

G

E

C

D

F

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

M-301

12"x12"

600 CFM

RG-1

"x

ES

12"x12"

450 CFM

RG-1

8"x8"

200 CFM

RG-1

12"x12"

700 CFM

RG-1

36"x24"

EF-2

8"x6"

6"ø 6" ø 8"ø

"x

(TYP. OF 2)

6"x6"

SD-2

50 CFM

6"x6"

SD-2

50 CFM

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

LI

C

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

US Army Corps of Engineers ®

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

T

R

IC

T

W

. O G

LE

T

H O

R P

E A

V E

S

A V

A N

N A

H , G

A

DPW-7748

/2

/2

:2 :3

P

M B

IM

/1

.0

F o rt

B ra g g /1

.0

U

S A

C E

F

O R

T B

R A

G G

M

E P

B

A S

E v .r v t

M-101A

P A

R T

IA

L M

E C

H A

N

IC

A L F

LO

O

R P

L A

N

S

T F

L O

O R

N

O R

T H

N

E W

W O

R K

F O

R T

B R

A G

G , N

O R

T H

C A

R O

LI

N

A A

. N O

O K

A

LA

V . N

A R

A

LA

S E

T T

I

B . W

Y S

Z Y

N S

K I

A . N

O O

K A

LA

JU

N

E

N O

N E

C A

T E

G O

R Y

C O

D E

F ile

N am e

R E

A D

Y T

O A

D V

E R

T

IS

E

IN

N

O V

A T

IO

N

O U

T P

O S

T B

U

IL

D

IN

G

-4

F Y

, P

N F

A -1

-1

1/8" = 1'-0"1 PARTIAL MECHANICAL FLOOR PLAN - 1ST FLOOR - NORTH - NEW WORK

SHEET NOTES:

1. REFER TO M-001 FOR MECHANICAL GENERAL NOTES

AND DESIGN CRITERIA.

2. REFER TO M-002 FOR MECHANICAL ABBREVIATIONS

AND LEGENDS.

3. RUNOUTS TO TERMINAL UNITS SHALL BE THE SAME

SIZE AS SCHEDULED INLET SIZE.

4. RUNOUTS TO REGISTERS AND DIFFUSERS SHALL BE

THE SAME SIZE AS NECK SIZE.

KEYNOTES:

1. 34X14 RETURN DUCT UP TO LEVEL 2 TO SERVE

MEETING 102.

2. 24X18 SUPPLY DUCT UP TO LEVEL 2 TO SERVE

MEETING 102.

3. REFER TO M-100A FOR VAV'S LOCATED IN BASEMENT.

4. FLOOR MOUNTED SUPPLY DIFFUSERS AND RETURN

REGISTERS. ASSOCIATED/CONNECTED DUCTWORK IS

LOCATED IN THE BASEMENT. REFER TO M-100A FOR

CONTINUATION.

5. LOCATE EMERGENCY SHUT OFF SWTICH AS SHOWN.

COORDINATE EXACT LOCATION AND ELEVATION WITH

ARCHITECTURE.

6. WALL MOUNTED EXHAUST FAN. REFER TO 5/M-504.

PLAN NORTHKEY PLAN

0 4' 8' 16'

1461658497.civ Text Box Base CLIN 0001 & Option CLIN 0006

1461658497.civ Callout CLIN 0001 Create Closed Loop - CLIN 0006 loop piping to support

1461658497.civ Polygonal Line

1461658497.civ Callout CLIN 0006 Mechanical continuation

1461658497.civ

FIRE PUMP ROOM

119A

BREAK-OUT ROOM

BREAK-OUT ROOM

BREAK-OUT ROOM

BREAK-OUT ROOM

CONF. ROOM

SIPR VCT CONF

MALE LATRINE

FEMALE LATRINE

VAV-29

TYP.

8"ø

125 CFM

2SD-1

"x

TYP.

8"ø

250 CFM

4SD-1

VAV-21

CLASSIFIED OPEN

WORK AREA

CLASSIFIED OPEN

WORK AREA

VAV-25-1

TYP.

8"ø

200 CFM

4EG-1

"x

10"x10"

ENTRY FOYER

ELEV

101B

MONITOR WALL

ACCESS & CHASE

CLOSET

101A

VAV-25-2

VAV-30

ACU-4

T

T

T

T

T

T

TO VAV-19

T

TO VAV-20

14"x10"

"x

"x

8"

"x

"x

"x

10"x10"

14"x10"

14"x10"

"x

"x

"x

12"x8"

TYP. 4

10 FT ACTIVE

LENGTH. BLANK

OFF UNUSED

PORTIONS

TYP.

8"x6"

125 CFM

4SD-2

"ø

TYP.

6"x72"

700 CFM

2SD-3

TYP.

6"x72"

700 CFM

2SD-3

8"ø

200 CFM

SD-1

8"ø

200 CFM

SD-1

8"ø

200 CFM

SD-1

10"ø

300 CFM

SD-1

10"ø

300 CFM

SD-1

12"ø

400 CFM

SD-1

6"x24"

RG-2

6"x24"

RG-2

6"x24"

RG-2

6"x36"

RG-2

6"x36"

RG-2

6"x36"

RG-2

TYP.

6"x72"

5RG-2

"x

12"x8"

72"x12"

72"x12"

TYP. 4

TYP.

8"x72"

1400 CFM

2RG-2

14"x10"

TYP. 4

G

3 4 5 6 7 8 9 10 11 12 13 14 15

2 3

CONCRETE PAD

MATCHLINE.REFER TO M-101A FOR CONTINUATION

"ø

"x

"x

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

LI

C

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

US Army Corps of Engineers ®

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

T

R

IC

T

W

. O G

LE

T

H O

R P

E A

V E

S

A V

A N

N A

H , G

A

DPW-7748

/2

/2

:2 :4

P

M B

IM

/1

.0

F o rt

B ra g g /1

.0

U

S A

C E

F

O R

T B

R A

G G

M

E P

B

A S

E v .r v t

M-101B

P A

R T

IA

L M

E C

H A

N

IC

A L F

LO

O

R P

L A

N

S

T F

L O

O R

S

O U

T H

N

E W

W O

R K

F O

R T

B R

A G

G , N

O R

T H

C A

R O

LI

N

A A

. N O

O K

A

LA

V . N

A R

A

LA

S E

T T

I

B . W

Y S

Z Y

N S

K I

A . N

O O

K A

LA

JU

N

E

N O

N E

C A

T E

G O

R Y

C O

D E

F ile

N am e

R E

A D

Y T

O A

D V

E R

T

IS

E

IN

N

O V

A T

IO

N

O U

T P

O S

T B

U

IL

D

IN

G

-4

F Y

, P

N F

A -1

-1

1/8" = 1'-0"1 PARTIAL MECHANICAL FLOOR PLAN - 1ST FLOOR - SOUTH - NEW WORK

SHEET NOTES:

1. REFER TO M-001 FOR MECHANICAL GENERAL NOTES

AND DESIGN CRITERIA.

2. REFER TO M-002 FOR MECHANICAL ABBREVIATIONS

AND LEGENDS.

3. RUNOUTS TO TERMINAL UNITS SHALL BE THE SAME

SIZE AS SCHEDULED INLET SIZE.

4. RUNOUTS TO REGISTERS AND DIFFUSERS SHALL BE

THE SAME SIZE AS NECK SIZE.

KEYNOTES:

1. 14x12 TOILET EXHAUST DUCT UP TO FLOOR ABOVE.

2. 54x20 RETURN DUCT TO SERVE CLASSIFIED OPEN

WORK AREA 105, MEZZANINE AND BREAKROOMS.

3. 42x22 SUPPLY DUCT TO SERVE CLASSIFIED OPEN

WORK AREA 105, MEZZANINE AND BREAK ROOMS.

4. 14X10 SUPPLY DUCT UP TO SECOND FLOOR.

5. FLOOR MOUNTED GRILLES TO RETURN AIR FROM

SPACE TO PLENUM UNDER THE RAISED FLOOR.

6. REFER TO M-102B FOR VAV LOCATION.

7. NEW CONDENSING UNIT ACU-4 FOR INDOOR UNIT

AC-4 SERVING SIPR CONTROL 210. PROVIDE

ASSOCIATED PIPING AND ACCESSORIES. REFER TO

M-601 FOR MORE INFORMATION.

8. FLOOR MOUNTED GRILLES TO RETURN AIR FROM

PLENUM UNDER THE RAISED FLOOR TO ROOM 105.

THIS RETURN AIR SHALL BE CAPTURED BY THE 36"

DIA RETURN DUCT SERVING ROOM 105. REFER TO

M102B FOR CONTINUATION.

PLAN NORTHKEY PLAN

0 4' 8' 16'

1461658497.civ Text Box All Work this sheet in Base CLIN 0001

Except Include HVAC and other building services servicing the Mezzanine in CLIN 0004

MEETING

Veranda

TOWER

VERANDA

VAV-16

VAV-17

STORAGE/SERVICE

CORRIDOR

T

T

EUH-3

18"ø

18"ø

TYP.

12"x6"

175 CFM

10SD-2

TYP.

12"x6"

175 CFM

10SD-2

24"ø

TYP.

12"x12"

510 CFM

8RG-3

A

B

G

E

C

D

F

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

MATCHLINE REFER TO M-102B FOR CONTINUATION

18"x24"

24"x18" 34"x14"

"ø

"ø14"ø

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

LI

C

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

US Army Corps of Engineers ®

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

T

R

IC

T

W

. O G

LE

T

H O

R P

E A

V E

S

A V

A N

N A

H , G

A

DPW-7748

/2

/2

:2 :4

P

M B

IM

/1

.0

F o rt

B ra g g /1

.0

U

S A

C E

F

O R

T B

R A

G G

M

E P

B

A S

E v .r v t

M-102A

P A

R T

IA

L

M E

C H

A N

IC

A

L F

L O

O R

P L A

N

N

D F

L O

O R

N

O R

T H

N

E W

W O

R K

F O

R T

B R

A G

G , N

O R

T H

C A

R O

LI

N

A A

. N O

O K

A

LA

V . N

A R

A

LA

S E

T T

I

B . W

Y S

Z Y

N S

K I

A . N

O O

K A

LA

JU

N

E

N O

N E

C A

T E

G O

R Y

C O

D E

F ile

N am e

R E

A D

Y T

O A

D V

E R

T

IS

E

IN

N

O V

A T

IO

N

O U

T P

O S

T B

U

IL

D

IN

G

-4

F Y

, P

N F

A -1

-1

1/8" = 1'-0"1 PARTIAL MECHANICAL FLOOR PLAN - 2ND FLOOR - NORTH - NEW WORK

SHEET NOTES:

1. REFER TO M-001 FOR MECHANICAL GENERAL NOTES

AND DESIGN CRITERIA.

2. REFER TO M-002 FOR MECHANICAL ABBREVIATIONS

AND LEGENDS.

3. RUNOUTS TO TERMINAL UNITS SHALL BE THE SAME

SIZE AS SCHEDULED INLET SIZE.

4. RUNOUTS TO REGISTERS AND DIFFUSERS SHALL BE

THE SAME SIZE AS NECK SIZE.

KEYNOTES:

1. 34X14 RETURN DUCT DOWN TO FIRST FLOOR.

2. 24X18 SUPPLY DUCT DOWN TO FIRST FLOOR.

PLAN NORTHKEY PLAN

0 4' 8' 16'

1461658497.civ Text Box Option CLIN 0006

MALE LATRINE

FEMALE LATRINE

SIPR CONTROL

6"ø

60 CFM

SD-1

VAV-28

TYP.

6"ø

125 CFM

2SD-1

"ø

16"ø

16"ø

VAV-19

VAV-20

20"ø

20"ø

"ø

VERANDA

VAV-18A

VAV-18B

14"ø 20"ø

10"x10"

10"x10"

TYP.

8"ø

200 CFM

4EG-1

"ø

CLASSIFIED OPEN

WORK AREA

VAV-12

HALL

AC-4

T

T

10"x8"

"x

12"x10"

6" ø

"ø

20"ø

6"x36"

SD-3

425 CFM

"ø

TYP.

12"x6"

180 CFM

12SD-2

"ø

"ø

"ø

TYP.

12"x6"

180 CFM

12SD-2

"ø

"ø

20"ø

TYP.

10"x6"

125 CFM

10SD-2

TYP.

10"x6"

125 CFM

10SD-2

6"ø

SD-1

100 CFM

8"ø

8"ø

8"ø

10"ø

10"ø 12"ø

42"x22"

TYP.

30"x16"

1650 CFM

6RG-3

G

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

MATCHLINE REFER TO M-102A FOR CONTINUATION

4 4

T

M-301

54"x20"

M-102B

6"x6"

SD-2

50 CFM

8" ø

6" ø

03_FP_ROOF PLAN

27' - 9"

02_FP_FLOOR PLAN

15' - 9"

EF-1

"x

"x

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

LI

C

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

US Army Corps of Engineers ®

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

T

R

IC

T

W

. O G

LE

T

H O

R P

E A

V E

S

A V

A N

N A

H , G

A

DPW-7748

/2

/2

:2 :4

P

M B

IM

/1

.0

F o rt

B ra g g /1

.0

U

S A

C E

F

O R

T B

R A

G G

M

E P

B

A S

E v .r v t

M-102B

P A

R T

IA

L

M E

C H

A N

IC

A

L F

L O

O R

P L A

N

N

D F

L O

O R

S

O U

T H

N

E W

W O

R K

F O

R T

B R

A G

G , N

O R

T H

C A

R O

LI

N

A A

. N O

O K

A

LA

V . N

A R

A

LA

S E

T T

I

B . W

Y S

Z Y

N S

K I

A . N

O O

K A

LA

JU

N

E

N O

N E

C A

T E

G O

R Y

C O

D E

F ile

N am e

R E

A D

Y T

O A

D V

E R

T

IS

E

IN

N

O V

A T

IO

N

O U

T P

O S

T B

U

IL

D

IN

G

-4

F Y

, P

N F

A -1

-1

1/8" = 1'-0"1 PARTIAL MECHANICAL FLOOR PLAN - 2ND FLOOR - SOUTH - NEW WORK

SHEET NOTES:

1. REFER TO M-001 FOR MECHANICAL GENERAL NOTES

AND DESIGN CRITERIA.

2. REFER TO M-002 FOR MECHANICAL ABBREVIATIONS

AND LEGENDS.

3. RUNOUTS TO TERMINAL UNITS SHALL BE THE SAME

SIZE AS SCHEDULED INLET SIZE.

4. RUNOUTS TO REGISTERS AND DIFFUSERS SHALL BE

THE SAME SIZE AS NECK SIZE.

KEYNOTES:

1. 20x14 TOILET EXHAUST DUCT UP TO EXHAUST FAN

EF-1 ON THE ROOF. REFER 2/M-102B.

2. 14x10 SUPPLY DUCT DOWN TO FIRST FLOOR.

3. AC-4 DX SPLIT UNIT TO SERVE SIPR CONTROL 210.

REFER TO MECH SHEETS M-601 FOR FURTHER

INFORMATION.

4. DUCT DROP DOWN TO SUPPLY DIFFUSERS TO

SERVE SPACES LOCATED BELOW MEZZANINE.

PLAN NORTHKEY PLAN

0 4' 8' 16'

3/16" = 1'-0"2 EXHAUST FAN SECTION VIEW

0 2' 4' 8' 12'

1461658497.civ

Base CLIN 0001

VAV-5A

1 1/2"ø HWS UP TO FIRST

FLOOR

1 1/2"ø HWR UP TO FIRST

FLOOR

3/4"ø HWR 3/4"ø HWS

VAV-4

VAV-2

3/4"ø HWR 3/4"ø HWS

A

B

G

E

C

D

F

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

FCU-2

FCU-1

1"ø CHWS

1"ø CHWR

3/4"ø HWR

3/4"ø HWS

1 1/4"ø CHWS

1"ø CHWR 1"ø CHWS 1 1/4"ø CHWR

1 1/4"ø CHWR UP TO

FIRST FLOOR

1 1/4"ø CHWS UP TO

FIRST FLOOR

1" ø

H W

S

1" ø

H W

R

1 1/2"ø HWS1 1/4"ø HWR 1 1/4"ø HWS

1 1/2"ø HWR 1 1/4"ø HWR 1 1/4"ø HWS

1 1/2"ø HWR

1"ø HWS UP 1"ø HWR UP

3/4"ø HWR 3/4"ø HWS

DH-1

SUMP PUMP

SUMP PUMP

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

LI

C

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

US Army Corps of Engineers ®

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

T

R

IC

T

W

. O G

LE

T

H O

R P

E A

V E

S

A V

A N

N A

H , G

A

DPW-7748

/2

/2

:2 :5

P

M B

IM

/1

.0

F o rt

B ra g g /1

.0

U

S A

C E

F

O R

T B

R A

G G

M

E P

B

A S

E v .r v t

M-110

M E

C H

A N

IC

A

L P

IP

IN

G F

L O

O R

P L A

N

B A

S E

M E

N T

N

E W

W O

R K

F O

R T

B R

A G

G , N

O R

T H

C A

R O

LI

N

A A

. N O

O K

A

LA

V . N

A R

A

LA

S E

T T

I

B . W

Y S

Z Y

N S

K I

A . N

O O

K A

LA

JU

N

E

N O

N E

C A

T E

G O

R Y

C O

D E

F ile

N am e

R E

A D

Y T

O A

D V

E R

T

IS

E

IN

N

O V

A T

IO

N

O U

T P

O S

T B

U

IL

D

IN

G

-4

F Y

, P

N F

A -1

-1

SCALE: 1/8" = 1'-0"1 MECHANICAL PIPING PLAN - BASEMENT - NEW WORK

SHEET NOTES:

1. REFER TO M-001 FOR MECHANICAL GENERAL NOTES

AND DESIGN CRITERIA.

2. REFER TO M-002 FOR MECHANICAL ABBREVIATIONS

AND LEGENDS.

KEYNOTES:

1. PROVIDE 3-WAY CONTROL VALVE. REFER TO

MECHANICAL DETAIL 4/M-502.

2. ROUTE 1" CONDENSATE PIPE FROM FCU-2 TO THE

AIR GAP FITTING OF THE SUMP PUMP.

3. ROUTE 1" CONDENSATE PIPE FROM FCU-1 AND DH-1

TO THE AIR GAP FITTING OF THE SUMP PUMP.

PLAN NORTHKEY PLAN

0 4' 8' 16'

1 2

1461658497.civ Text Box Base CLIN 0001 & Option CLIN 0006

1461658497.civ Callout CLIN 0001 Create Closed Loop - CLIN 0006 loop piping to support

1461658497.civ Line

1461658497.civ Callout CLIN 0006 piping continuation

1461658497.civ

CAFE

UNCLASSIFIED OPEN

WORK AREA

NIPR COMMS

117BREAK ROOM

ELEV VESTIBULE

OPEN WORK SPACE

FIRE PUMP ROOM

119ABREAK-OUT ROOM

BREAK-OUT ROOM

BREAK-OUT ROOM

BREAK-OUT ROOM

CONF. ROOM

SIPR VCT CONF

CLASSIFIED OPEN

WORK AREA

NIPR VCT CONF

ELEC/COMMS

114A

SIPR COMMS

COMMANDER SUITE

XO/CSM OFFICE

TOWER

LACTATION

LATRINE

130A

STOR.

122A

RESTROOM

126A

LIFT

VAV-1

VAV-3

VAV-6

VAV-5B

VAV-8

VAV-15

VAV-14

VAV-11

VAV-10

VAV-7

CH-1

VAV-21

VAV-25-2

VAV-30

VAV-29

VAV-25-1

3/4"ø HWS

3/4"ø HWS 1"ø HWS DN TO

BASEMENT

3/4"ø HWR

3/4"ø HWS

3"ø HWS

1 1/4"ø HWS

1 1/4"ø HWR

3/4"ø HWS 3/4"ø HWR

3"ø HWR

3/4"ø HWR

1"ø HWR DN TO

BASEMENT

A

B

G

E

C

D

F

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

1"ø HWR 1"ø HWS

1"ø HWS

1"ø HWR

1 1/4"ø HWS

1 1/4"ø HWS

3/4"ø HWS 3/4"ø HWR

3/4"ø HWS 3/4"ø HWR

1 1/4"ø HWS

1"ø HWR 1"ø HWS

1 1/2"ø HWS

3/4"ø HWR

3/4"ø HWS 3/4"ø HWS 3/4"ø HWR

1 1/2"ø HWS

3/4"ø HWR 3/4"ø HWS3/4"ø HWS

3/4"ø HWR

3/4"ø HWR 3/4"ø HWS

2 3

M-402

6 6"ø CHWS 6"ø CHWR

ACU-1 ACU-2 ACU-3

1 1/4"ø HWR

1 1/4"ø HWR

1 1/2"ø HWR

1 1/2"ø HWR

1 1/2"ø HWR

3/4"ø HWS

1 1/2"ø HWR

1 1/2"ø HWS

1 1/2"ø HWR

2"ø HWS UP 2"ø HWR UP

2 1/2"ø HWS

2 1/2"ø HWR

2" ø

H W

S

2" ø

H W

R

1 1/2"ø HWR 1 1/2"ø HWS

1 1/4"ø CHWR 1 1/2"ø HWR

ACU-4

AC-1 AC-2

AC-3

HALL

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

LI

C

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

US Army Corps of Engineers ®

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

T

R

IC

T

W

. O G

LE

T

H O

R P

E A

V E

S

A V

A N

N A

H , G

A

DPW-7748

/2

/2

:2 :5

P

M B

IM

/1

.0

F o rt

B ra g g /1

.0

U

S A

C E

F

O R

T B

R A

G G

M

E P

B

A S

E v .r v t

M-111

M E

C H

A N

IC

A

L P

IP

IN

G F

L O

O R

P

LA

N

S

T F

L O

O R

N

E W

W O

R K

F O

R T

B R

A G

G , N

O R

T H

C A

R O

LI

N

A A

. N O

O K

A

LA

V . N

A R

A

LA

S E

T T

I

B . W

Y S

Z Y

N S

K I

A . N

O O

K A

LA

JU

N

E

N O

N E

C A

T E

G O

R Y

C O

D E

F ile

N am e

R E

A D

Y T

O A

D V

E R

T

IS

E

IN

N

O V

A T

IO

N

O U

T P

O S

T B

U

IL

D

IN

G

-4

F Y

, P

N F

A -1

-1

1" = 10'-0"1 MECHANICAL PIPING FLOOR PLAN - 1ST FLOOR - NEW WORK

SHEET NOTES:

1. REFER TO M-001 FOR MECHANICAL GENERAL NOTES

AND DESIGN CRITERIA.

2. REFER TO M-002 FOR MECHANICAL ABBREVIATIONS

AND LEGENDS.

3. PROVIDE REVERSE RETURN ARRANGEMENT FOR

HOT WATER PIPING AS INDICATED IN THE

DRAWINGS.

KEYNOTES:

1. PROVIDE 3-WAY CONTROL VALVE. REFER TO

MECHANICAL DETAIL 4/M-502.

2. PROVIDE REFRIGERANT LIQUID AND SUCTION

PIPING TO AND FROM AC-1 TO ACU-1. SIZE

ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS. ROUTE CONDENSATE TO

FLOOR DRAIN IN MECHANICAL ROOM. REFER TO

PLUMBING DRAWINGS FOR FLOOR DRAIN LOCATION.

3. PROVIDE REFRIGERANT LIQUID AND SUCTION

PIPING TO AND FROM AC-2 TO ACU-2. SIZE

ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS. ROUTE CONDENSATE TO

FLOOR DRAIN IN MECHANICAL ROOM. REFER TO

PLUMBING DRAWINGS FOR FLOOR DRAIN LOCATION.

4. PROVIDE REFRIGERANT LIQUID AND SUCTION

PIPING TO AND FROM AC-3 TO ACU-3. SIZE

ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS. ROUTE CONDENSATE TO

FLOOR DRAIN IN MECHANICAL ROOM. REFER TO

PLUMBING DRAWINGS FOR FLOOR DRAIN LOCATION.

5. REFER TO M-402 FOR ENLARGED MECHANICAL

PIPING PLAN.

6. 6" CHWS/R PIPING FROM CHILLER CH-1 TO

MECHANICAL ROOM. REFER TO M-402 FOR

CONTINUATION.

PLAN NORTHKEY PLAN

0 5' 10' 20'

1461658497.civ

All Work This Sheet Base CLIN 0001

MEETING

Veranda

TOWER

VERANDA

HALL

MALE LATRINE

FEMALE LATRINE

SIPR CONTROL

VAV-16

VAV-17

VAV-18A

VAV-19

VAV-20

VAV-18B

VAV-28

VAV-12

1 1/4"ø HWS

1 1/2"ø HWS

1"ø HWS

1"ø HWS

1"ø HWR

1"ø HWR

1"ø HWS

1 1/4"ø HWS

1 1/4"ø HWR

1 1/4"ø HWR

1 1/4"ø HWS

2"ø HWS 2"ø HWR

2"ø HWR

1 1/4"ø HWR

1"ø HWR

2"ø HWR DN TO 1ST

FLOOR

A

B

G

E

C

D

F

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

CH-1

3/4"ø HWS

3/4"ø HWR

3/4"ø HWR 3/4"ø HWS

1 1/2"ø HWS

2"ø HWS

2"ø HWS

1 1/2"ø HWR2"ø HWS

1 1/2"ø HWR

1 1/2"ø HWS

2"ø HWR

2"ø HWR

1 1/2"ø HWR

2" ø

H W

R

1/

2" ø

H W

S

1 1/2"ø HWR

1/

2" ø

H W

S

2" ø

H W

R 2"ø HWR

AC-4

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

LI

C

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

US Army Corps of Engineers ®

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

T

R

IC

T

W

. O G

LE

T

H O

R P

E A

V E

S

A V

A N

N A

H , G

A

DPW-7748

/2

/2

:2 :5

P

M B

IM

/1

.0

F o rt

B ra g g /1

.0

U

S A

C E

F

O R

T B

R A

G G

M

E P

B

A S

E v .r v t

M-112

M E

C H

A N

IC

A

L P

IP

IN

G F

LO

O

R P

L A

N

2N D

F L O

O R

N

E W

W O

R K

F O

R T

B R

A G

G , N

O R

T H

C A

R O

LI

N

A A

. N O

O K

A

LA

V . N

A R

A

LA

S E

T T

I

B . W

Y S

Z Y

N S

K I

A . N

O O

K A

LA

JU

N

E

N O

N E

C A

T E

G O

R Y

C O

D E

F ile

N am e

R E

A D

Y T

O A

D V

E R

T

IS

E

IN

N

O V

A T

IO

N

O U

T P

O S

T B

U

IL

D

IN

G

-4

F Y

, P

N F

A -1

-1

1" = 10'-0"1 MECHANICAL PIPING FLOOR PLAN - 2ND FLOOR - NEW WORK

SHEET NOTES:

1. REFER TO M-001 FOR MECHANICAL GENERAL NOTES

AND DESIGN CRITERIA.

2. REFER TO M-002 FOR MECHANICAL ABBREVIATIONS

AND LEGENDS.

3. PROVIDE REVERSE RETURN ARRANGEMENT FOR

HOT WATER PIPING AS INDICATED IN THE

DRAWINGS.

KEYNOTES:

1. PROVIDE 3-WAY CONTROL VALVE. REFER TO

MECHANICAL DETAIL 4/M-502.

2. PROVIDE REFRIGERANT LIQUID AND SUCTION

PIPING TO AND FROM AC-4 TO ACU-4. SIZE

ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS. CONDENSATE PIPE FROM AC-4

TO TIE INTO TAIL PIECE OF LAVATORY SINK IN

LAVATORY ROOM 209. REFER TO M-111 FOR ACU-4

LOCATION.

PLAN NORTHKEY PLAN

0 5' 10' 20'

1461658497.civ

All Work This Sheet Base CLIN 0001

UP

UP

UP

UP

UP

D W

A-201

A-202

4 11

A

B

21 13

G

5 6 7 8 9 10

A-301

A-303

MECH YARD

A-201

LIFT

E

A-401

A-401

A-606

6' - 11 1/4" 15' - 2 3/4"

22' - 2"

9'

5/

8"

2'

4"

/4

8' - 0" 20' - 2 7/8" 28' - 2 7/8"

A-302

A-302

A-301

A-203 1

A-302

A-303

C

D

F

213' - 4 3/8"

3' - 11 3/4" 6' - 0" 4' - 0 1/4" 13' - 11"

/4

1'

7/

8"

5' - 2 1/2" 5' - 2 1/2" 5' - 2 1/2" 5' - 2 1/2" 5' - 2 1/2" 10' - 2"

1' - 2"

9' - 10 1/2"

13' - 10 1/2" 12' - 10 1/2" 12' - 1 3/8"

/8

9'

0"

/8

19' - 10"

SE

E

A-

SE

E

A-

1B

SEE A-121

SEE A-121B

8'

0"

ENTRY

VESTIBULE

100A

0'

1/

2" 0'

3/ 4"

1'

8" 2'

3/ 8"

5'

3/ 4"

A-504

4' - 0"

10' - 0"

EXISTING WALL/STRUCTURE TO REMAIN

PARTITION LEGEND

NEW WALL. SEE WALL TAG FOR PARTITION AND A003

FOR PARTITION CONSTRUCTION

Lic. No. 14913 Registered Architect

N O

R

TH CA R OL

I N A

R

ICHARD

KENNETH PERK

IN

S

2 JULY 2021

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

LI

C

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

US Army Corps of Engineers ®

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

T

R

IC

T

W

. O G

LE

T

H O

R P

E A

V E

S

A V

A N

N A

H , G

A

DPW-7748

/2

/2

:3 :3

A

M B

IM

/1

.0

F o rt

B ra g g /1

.0

U

S A

C E

F

O R

T B

R A

G G

A

R C

H B

A S

E v .r v t

A-120

S

T F

L O

O R

P L A

N

O V

E R

A L L

F O

R T

B R

A G

G , N

O R

T H

C A

R O

LI

N

A B

. W Y

S Z

Y N

S K

I

B . W

Y S

Y Z

N S

K I

B . W

Y S

Z Y

N S

K I

R . P

E R

K

IN

S

JU

LY

N O

N E

C at eg or y C od e

F ile

N am e

R E

A D

Y T

O A

D V

E R

T

IS

EIN

N

O V

A T

IO

N

O U

T P

O S

T B

U

IL

D

IN

G

-4

F Y

, P

N F

A -1

-1

N E

W W

O R

K

3/32" = 1'-0"1 1-ST FLOOR PLAN - OVERALL - NEW WORK

PLAN NORTHKEY PLAN

KEYNOTES

0 4' 8' 16'

1461658497.civ Text Box Base CLIN 0002

1461658497.civ Callout

CLIN 0002

1461658497.civ Polygon

1461658497.civ Polygon

TYP

SIM

F1

F1

F1

F1

F1

F2

F3

F4

F5

F5

TYP

NEW SLAB AN

STAIRS - SEE ARCH.

NOTES:

1. CUT EXISTING SLAB AS REQ'D TO INSTALL NEW

FTGS. INFILL W/ NEW SLAB AFTER NEW FTG IS

INSTALLED PER DETAIL B/S-501 (SIM) - TYP

2. T/CONC. EL. = 0'-0' U.N.O.

3. DENOTES FOUNDATION SIZES. SEE

SCHEDULE THIS SHEET

4. FOR FLOOR FRAMING SEE SHEET S-104 (TYP) &

S-106.

F#

F

S-305

A

S-501

A

S-501

D

S-501

B

S-306

A

S-306

C

S-501

E

S-305

C

S-501

D

S-501

E

S-305

SIM

D

S-501

SIM

TYP. U.N.O.

F

S-501

E

S-501

SIM

B

S-501

B

S-501

S-302

D

S-305

E/S-501 @ FTG EXTENSION

EXIST. WALL FTG.

EXIST. WALL FTG.

EXIST. MASONRY

WALL TO REMAIN

EXIST. COL FTG -

FIELD VERIFY

9' - 6"

NEW HSS 5X5 COL.,

TYP. 2 PLACES -

ALIGN UNDER EXIST.

ROOF TRUSS - SEE

TRUSS MOD DET.

CUT. EXIST. SLAB AS

REQ'D. NEW 4" THICK

CONC. GRADE SLAB W/

6XX6 W2.1 X W2.1 WWR @

2" BELOW TOP OF SLAB.

T/SLAB EL TO MATCH

SURROUNDING EXIST.

SLAB

NEW COL. FTG. CUT

EXIST. SLAB AS REQ'D TO

INSTALL, T/FTG. EL = -1'-0",

TYP 2 PLACES

NEW HSS 5X5

COL., TYP 2

PLACES

EXIST. MASONRY WALL

EDGE OF NEW SLAB

EXIST. WALL

FTG. - FIELD

VERIFY

EXIST. FTG.

EXIST. MASONRY WALL

TO REMAIN

CONTROL JT. TYP,

SEE DETAIL 3/S-501

NEW ISOLATION JT.,

TYP. SEE DET.

1/S-501

REINF.

CONC. WALL,

TYP.

RE-ENTRANT

CORNER REINF.,

TYP. SEE DET 2/S-501

NEW HSS 5X5

COL, TYP

INTERIOR ISOLATED

SPREAD FTG.

T/FTG. EL = -1'-0", TYP.

EXTERIOR SPRAD FTG.

T/FTG. EL. = -1'-6"

NEW PERIMETER

SLAB TURN-

DOWN, 18" WIDE

X 12" DEEP, TYP

/4

F

IE

L D

V E

R

IF

Y

/4

EXIST. WIDE

FLANGE COL, TYP

EXIST. COL.

FTG. - FIELD

VERIFY, TYP.

8" REINF. CMU

WALL, TYP

EXIST. WALL FTG. -

FIELD VERIFY

EXIST.

MASONRY

WALL

EXIST. CONC.

GRADE SLAB

TYP. @ FTG.

EXTENSION

LOCATIONS

3'-4" MASONRY

OPNG -

SEE ARCH FOR

LOCATION

EXIST. MASONRY WALL

/2

/2

/2

6"

10 1/2" 20' - 0" 26' - 4" 2' - 0" 2' - 0"

/2

7' - 10" * 6' - 11 1/2"

13' - 0" 13' - 0"

EL. = -3'-6"

T/CONC.

/2

/4

3' - 0" 3' - 0"

3' - 0 1/4"

3' - 0"

2' - 6"

4' - 8 1/2"

6' - 3"

6" CRUSHED STONE BASE AND 15 ML VAPOR BARRIER

NEW 4" CONC. SLAB, REINF. W/ 6X6 W1.4 X W1.4 WWR ON

D E

M O

L

IS

H F

U L

L H

E

IG

H T

O F

E X

IS

T

C

M U

W A

L L

B/S-306 SIM

@ 3 SIDES

A

S-306

S-302

/2

E/S-501 @ FTG.

EXTENSION

10 1/2"

/2

3' - 6"

1' - 9 1/2"

4' - 0"

SIM

3 SIDES

SIM

E

S-501

* CONTRACTOR TO COORDINATE

ELEVATOR PIT LOCATION, SIZE, &

EDGES, ETC WITH STEEL

FRAMING PLAN - SHEET S-104

SUMP - SEE

DETAIL 2/S-101

2' - 6"

E

S-501

3' - 0"

F1

/4

A

S-501

M

IN

/2

B

S-306

FOUNDATION SCHEDULE

WIDTH

(NORTH-SOUTH)

LENGTH

(EAST-WEST)

THICKNESS

REINFORCING

(NORTH-SOUTH) (EAST-WEST)

DESIGNATION

F1 4'-0" 4'-0" 1'-6" 5 - #6 EQ. SPA 5 - #6 EQ. SPA

F2 5'-0" 5'-0" 1'-6"

6 - #6 EQ. SPA

TOP & BOTT.

6 - #6 EQ. SPA

TOP & BOTT.

F3 6'-0" 6'-0" 1'-6" 7 - #6 EQ. SPA 7 - #6 EQ. SPA

F4 7'-0" 7'-0" 1'-6"

8 - #6 EQ. SPA

TOP & BOTT.

8 - #6 EQ. SPA

TOP & BOTT.

F5 6'-6" 4'-0" 1'-6"

5 - #6 EQ. SPA

TOP & BOTT.

8 - #6 EQ. SPA

TOP & BOTT.

F6 8'-0" 8'-0" 1'-6" 9 - #6 EQ. SPA 9 - #6 EQ. SPA

F7 2'-6" 6'-0" 1'-6" 6 - #6 EQ. SPA 6 - #6 EQ. SPA

2' - 0" SQ.

S Q

S E

E B

/S -3

4 - #4 EQ. SPACED3' - 0"

#4 DOWEL w/ STD.

90° HOOK TO

MATCH WALL

REINF. - SEE

B/S-306

ROUGHEN &

CLEAN CONC.

WATER STOP

6" SEE B/S-306 FOR

WALL INFO.

DISCONTINUE SLAB

REINF. AT SUMP

SEE B/S-306 FOR SLAB REINF.

#4 @ 12"

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

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

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

US Army Corps of Engineers ®

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R 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

/2

/2

:5 :1

A

M B

IM

/1

.0

F o rt

B ra g g /1

.0

U

S A

C E

F

O R

T B

R A

G G

S

T R

U C

T B

A S

E v .r v t

S-101

DPW-7748

F O

U N

D A

T

IO

N P

L A

N

E N

T R

A N

C E

F O

R T

B R

A G

G N

O R

T H

C A

R O

L

IN

A J J S

C A

S

D J W

J U

N E

O P

T

IO

N T

IT

L E

O P

T

IO

N T

IT

L E

R E

A D

Y T

O A

D V

E R

T

IS

E

IN

N

O V

A T

IO

N

O U

T P

O S

T B

U

IL

D

IN

G

-4

F Y

P

N F

A -1

-1

PLAN NORTHKEY PLAN

0 4' 8' 16'

SCALE: 3/16" = 1'-0"1

FOUNDATION AND GRADE SLAB PLAN - GLASS ENTRANCE

T/CONC. EL = 0'-0" U.N.

SCALE: 3/4" = 1'-0"2

SECTION

6/22/2021

1461658497.civ Polygon

1461658497.civ Callout CLIN 0002 includes Foundations

1461658497.civ Polygon

1461658497.civ

CLIN 0001 includes Foundations

UP

UP

A-202

4 11

A

B

21 13

G

5 6 7 8 9 10

A-301

A-303

A-201

14' - 7"

9'

3/

4" 6'

1"

A-401

A-601

A-302

A-301

A-302

A-303

C

D

F

15' - 9"

5' - 2 1/8"

4'

2"

3/ 4"

/8

SEE A-131

SEE A-132

SEE A-131

SEE A-132

A-806

1/ 4"

1/ 4"

4" / 12" 4" / 12"

4" / 12"

4" / 12"

16' - 1"

25' - 0" 21' - 6" 7' - 0"

EXISTING WALL/STRUCTURE TO REMAIN

PARTITION LEGEND

NEW WALL. SEE WALL TAG FOR PARTITION AND A003

FOR PARTITION CONSTRUCTION

PROVIDE NEW ROOF ASSEMBLY CONSISTING OF:

- STRUCTURAL STEEL DECK AND JOISTS. SEE STRUCTURAL

- VAPOR RETARDER

- R-25 RIGID POLYISO INSULATION. MECHANICALLY ATTACH

1-ST LAYER AND ADHERE 2-ND LAYER

- 1/2'' ADHERED PLYWOOD SHEATHING

- SELF-ADHERING UNDERLAYMENT

-CLAY TILES AND ASSOCIATED SUB-COMPONENTS

PROVIDE NEW ROOF ASSEMBLY WITH PEDESTAL PAVER

SYSTEM CONSISTING OF:

- EXISTING STRUCTURAL CONCRETE DECK TO REMAIN

- STRUCTURAL LWC WITH MINIMUM STARTING THICKNESS OF

1'' AND 1/16'':1'-0'' SLOPE

- WATERPROOFING MEMBRANE

- DRAINAGE MATT

- R-25 HD XPS INSULATION

- PROTECTION SHEET

- ADJUSTABLE HEIGHT PEDESTAL PAVER SYSTEM WITH

SLOPE APPROX. 1/16'':1'-0''

EXISTING WALL/STRUCTURE TO REMAIN

PROVIDE NEW ROOF ASSEMBLY WITH PEDESTAL PAVER

SYSTEM CONSISTING OF:

- STRUCTURAL DECK WITH 1/2:12 SLOPE. SEE STRUCTURAL

- VAPOR BARRIER

- R-25 HD XPS INSULATION. MECHANICALLY ATTACH LOWER

LAYER AND ADHERE THE TOP LAYER. PROVIDE STRUCTURAL

LWC CRICKETS WITH MIN 1/4:12 POSITIVE SLOPE.

- 1/2'' COVER BOARD (EXCEPT OVER THE CRICKETS)

- WATERPROOFING MEMBRANE

- MEMBRANE PROTECTION LAYER

- FLAT ADJUSTABLE HEIGHT PEDESTAL PAVER SYSTEM WITH

PROVIDE WATERPROOFING ASSEMBLY CONSISTING OF:

- 3.5'' SEMI-RIGID BAT INSULATION

- EXISTING STRUCTURAL CONCRETE DECK

- FULLY ADHERED 1 TO 2 LAYERS OF 1.5'' HD XPS INSULATION.

MAINTAIN MIN 1'' CONCRETE COVERAGE

- SLOPED REINFORCED ARCHITECTURAL CONCRETE AS

INDICATED WITH MIN STARTING THICKNESS 1''

- WATERPROOFING MEMBRANE

- QUARRY TILES

PROVIDE ROOF STRUCTURAL SSMR ASSEMBLY CONSISTING

OF:

- ROOF STRUCTURE; SEE STRUCTURAL

- 1'' BATT INSULATION IN FLEXIBLE PERFORATED,

NONCOMBUSTIBLE RETAINER

- STRUCTURAL STANDING SEAM METAL PANELS

LEGEND

Lic. No. 14913 Registered Architect

N O

R

TH CA R OL

I N A

R

ICHARD

KENNETH PERK

IN

S

2 JULY 2021

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

LI

C

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

US Army Corps of Engineers ®

U .S

. A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S S

A V

A N

N A

H D

IS

T

R

IC

T

W

. O G

LE

T

H O

R P

E A

V E

S

A V

A N

N A

H , G

A

DPW-7748

/2

/2

:3 :5

A

M B

IM

/1

.0

F o rt

B ra g g /1

.0

U

S A

C E

F

O R

T B

R A

G G

A

R C

H B

A S

E v .r v t

A-130

-N

D F

L O

O R

P L A

N

O V

E R

A L L

F O

R T

B R

A G

G , N

O R

T H

C A

R O

LI

N

A B

. W Y

S Z

Y N

S K

I

B . W

Y S

Y Z

N S

K I

B . W

Y S

Z Y

N S

K I

R . P

E R

K

IN

S

JU

LY

N O

N E

C at eg or y C od e

F ile

N am e

R E

A D

Y T

O A

D V

E R

T

IS

EIN

N

O V

A T

IO

N

O U

T P

O S

T B

U

IL

D

IN

G

-4

F Y

, P

N F

A -1

-1

3/32" = 1'-0"1 2-ND FLOOR PLAN - OVERALL

PLAN NORTHKEY PLAN

0 4' 8' 16'

KEYNOTES

PRODUCT DATA

PAVER PEDESTALS:

PROVIDE NON-PENETRATING, LOOSE LAID PEDESTALS WITH LEVELING DEVICE AND

ADJUSTABLE HEIGHT.

DEVICES SHALL COMPLY WITH ASTM D-19929 AND ASTM D635 AND SHALL HAVE MINIMUM 1000

LB LOAD BEARING CAPACITY PER PEDESTAL WITH A FACTOR OF SAFETY. MINIMUM DIMENSION

ON THE BASE: 4'' DIAMETER. INSTALL IN ACCORDANCE WITH MANUFACTURER`S PRINTED

INSTRUCTIONS AND APPLICABLE CODES. LEVEL TO PROVIDE FLAT AND SLIGHTLY SLOPED

WALKING SURFACE AS INDICATED.

CONCRETE PAVERS:

PROVIDE 2'' CONCRETE PAVERS SYSTEM WITH FULL THROUGH-BODY COLORING. PAVER

SYSTEM MUST ATTACHED TO PEDESTALS AND SHALL BE INTERLOCKING WITH FASTENER AND

PLATE TO RESIST WIND UPLIFT LOADS AS INDICATED ON STRUCTURAL DRAWING. ADHESION

TO PEDESTAL IS ACCEPTABLE AS LONG AS THE SYSTEM MEETS THE WIND UPLIFT. PROVIDE

PAVERS WITH RECESSED TO ACCOMMODATE ATTACHMENT PLATE.

SUBMIT TO GOV MANUFACTURER`S STANDARD COLLOR ARRAY FOR FINAL SELECTION.

SUBMIT THE WIND TEST REPORT

SUBMIT PRODUCT DATA AND SHOP DRAWINGS FOR THE ENTIRE PEDESTAL-PAVER SYSTEM.

MINIMUM PHYSICAL PROPERTIES: TENSILE STRENGTH 8,600 PSI; FLEXURAL MODULUS:

1,200,000, COLOR HIFT; LESS THAN 1%

BASYS OF DESIGN: HANOVER ARCHITECTURAL PRODUCTS

1461658497.civ Text Box Base CLIN 0002

1461658497.civ Polygon

1461658497.civ

CLIN 0002

X

W X

W X

W X

W X

W X

18K4

18K4

W X

W X

W X

W X

W X

W12X22 W16X26

10K1

W18X46

W X

W X

W X

W X

W18X35

W16X26

26K8

26K8

26K8

26K8

26K8

26K8

10K1

16K4

W X

W16X26

W18X46

16K4

/4

CUT HOLES IN EXIST. CMU

WALL FOR CONNECTION OF

STRU. FILL SPACES WITH

GROUT AFTER INSTALLING

STRUT., TYP.

CUT HOLES IN EXIST. CMU

WALL FOR W18 TO PASS

THROUGH. FILL SPACE

WITH GROUT AFTER

INSTALLING BEAM, TYP.

LL4X4X1/4, (-8")

TYP. 3 PLACES

(+2½")

W18X46

W X

W X

HSS5X5X¼

COL., TYP.

4" (t=2.5") CONC. SLAB, REINFORCED WITH 6X6

W2.9XW2.9 WWR AT MID-DEPTH

ON 1.5" DEEP, 20 GA., TYPE C

NON-COMPOSITE DECK

S-302

14K1

14K1

6' - 3" 14' - 9" 25' - 4"

S E

E D

W G

S -1

F

O R

C O

N T

IN

U

A T

IO

N

O

F S

L A

B I N

P L A

Z A

A R

E A

/4

/2

W X

C X

.5

C12X20.7

6' - 1 3/4"

SAW-CUT OPNG.

IN MASONRY

WALL

-1

/2

(+2-1/2")

HSS4X4X

3/16 COL

HSS 5X5X1/4 COL,

TYP 2 PLACES

JOIST EXTENSION, TYP.

W16X26

T Y

P

W12X22

(SLOPE)

(+2 1/2")

DEMO EXIST. WALL

IN THIS AREA

(+2-1/2")

(+2-1/2")

(+2½")

/2

10 1/2"

/4

(+2 1/2") BRACED BAY

(+2 1/2")

OPEN

HSS 5X5X3/8 COL. FOR

MODIFICATION TO EXIST TRUSS -

SEE S-101 FOR LOCATION, TYP. 2

PLACES

C12X20.7

STRINGER

C12X20.7

CRIPPLED

STRINGER

D N

-1

/2

EXIST. MASONRY WALL

10 1/2" 10 1/2"

/2

4" (t=2.5") CONC. SLAB, REINFORCED WITH 6X6

W2.9XW2.9 WWR AT MID-DEPTH

ON 1.5" DEEP, 20 GA., TYPE C

NON-COMPOSITE DECK

4" (t=2.5") CONC. SLAB, REINFORCED WITH 6X6

W2.9XW2.9 WWR AT MID-DEPTH

ON 1.5" DEEP, 20 GA., TYPE C

NON-COMPOSITE DECK

EXIST.

COL.EXIST.

MASONRY

WALL

HSS4X4X1/4 POST

TO EL. 8'-8"

EXIST. MASONRY

WALL BELOW

HSS 5X5X1/4

COL, TYP. U.N.O.

/4

/4

/4

/2

/4

/4

/2

S-302

G

S-502

D

S-305

SEE C/S-305

@ COL BRG

S-111

S-105

S-304

16K4

16K4

16K4

16K4

16K4

16K4

16K4

16K4

16K4

16K4

16K4

16K4

16K4

26K8

26K8

26K8

26K8

26K8

G

S-305

H

S-305

T Y

P

HSS 5x5x3/8 COL

HSS 5x5x3/8 COL

BRACED

BAY @ W21

A

S-305

B

S-305

A

S-305

K

S-305

A

S-302

A

S-302

K

S-305

T/STL WEST END = (-1'-4 1/2")

T/STL EAST END (-0'-8")

6' - 2 3/4"8' - 7 1/4" *

B R

A C

E D

B A

Y

S-104

14K1

/4

SLOPE

/4

J

S-502

C8X11.5

OPENING FOR LIFT

C8X11.5 (+2 1/2) TYP U.N.O.

L X

X

/8

BRACED BAY

3' - 8 1/2"

HSS 2.5 x 2.5 x 1/8

HSS 2.5 x 2.5 x 1/8, TYP @ 2 PLACES

L

S-305

SEE SECTION

F/S-502 @

OPPOSITE

STAIRS "C"

STRINGER"

HSS 5x5 BRACE, TYP. SEE 1/S-302

HSS 5x5 BRACE, TYP.

HSS 4x4 BRACE, TYP.

HSS 4x4

BRACE, TYP.

S-104

S-104

NOTES:

1. T/STEEL EL. = 15'-2 1/2" U.N.O.

2. T/JOIST EL. = 15'-5" U.N.O.

3. (#-#) DENOTES CHANGE ABOVE (+) OR BELOW (-)

DATUM ELEVATION NOTED IN NOTES 1 & 2 THIS SHEET

4. FOR FOUNDATIONS BELOW SEE SHEET S-101 (TYP) &

S-103

5. SEE DETAIL R/S-502 FOR TYPICAL BEAM TO COLUMN

CONNECTION

4" CONCRETE SLAB w/ 6x6 - W2.1 x W2.1 WWR AT MID-

DEPTH

C8

W18

C8

1 1/2" DEEP, 20 GA. TYPE C NON-

COMPOSITE FLOOR DECK

T/STL EL. = 15' - 5"

T/SLAB EL = 15' - 9"

LIFT OPENING

GUARDRAIL - SEE ARCH

EDGE OF SLAB EDGE OF SLAB

EXIST.

MASONRY WALL

C8

COPE FLANGE AS

REQ'D, TYP.

WORK

POINT

W18 - TOP FLANGE

NOT SHOWN FOR

CLARITY

1' - 3" LL4x4 (-3") MAX

FACTORED

AXIAL LOAD = 5k

4 - ¾"⌀ A325 BOLT

@ 3" O.C., TYP

LL4x4 (-3") MAX

FACTORED AXIAL

LOAD = 5k

⅜" PLATE

3/16

3/16

LL4x4 (-3") MAX

FACTORED AXIAL

LOAD = 5k

⅜" PLATE, TYP.

HSS 4x4 COL

COPE FLANGE AS

REQ'D, TYP.

1/4

1/4

TYP.

3/16

3/16

⅜" PLATE

4 - ¾"⌀ A325 BOLT

@ 3" O.C., TYP

LL4x4 (-3") MAX

FACTORED

AXIAL LOAD = 5k

W18 - TOP FLANGE

NOT SHOWN FOR

CLARITY

W18 - TOP FLANGE

NOT SHOWN FOR

CLARITY

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

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

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

US Army Corps of Engineers ®

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R 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

/2

/2

:5 :4

A

M B

IM

/1

.0

F o rt

B ra g g /1

.0

U

S A

C E

F

O R

T B

R A

G G

S

T R

U C

T B

A S

E v .r v t

S-104

DPW-7748

F R

A M

IN

G

P L A

N

E N

T R

A N

C E

F O

R T

B R

A G

G N

O R

T H

C A

R O

L

IN

A J J S

C A

S

D J W

J U

N E

O P

T

IO

N T

IT

L E

O P

T

IO

N T

IT

L E

R E

A D

Y T

O A

D V

E R

T

IS

E

IN

N

O V

A T

IO

N

O U

T P

O S

T B

U

IL

D

IN

G

-4

F Y

P

N F

A -1

-1

SCALE: 3/16" = 1'-0"1

1ST FLOOR FRAMING PLAN

PLAN NORTHKEY PLAN

0 4' 8' 16'

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

SECTION

* CONTRACTOR TO

COORDINATE ELEVATOR PIT

LOCATION, SIZE, & EDGES,

ETC WITH STEEL FRAMING

PLAN - SHEET S-104

SCALE: 1/2" = 1'-0"3

SECTION

SCALE: 1/2" = 1'-0"4

SECTION

6/22/2021

1461658497.civ Polygon

1461658497.civ Polygon

1461658497.civ Callout

CLIN 0002

1461658497.civ

CLIN 0001

UP

UP

A-202

4 11

A

B

21 13

G

5 6 7 8 9 10

A-301

A-303

A-201

14' - 7"

9'

3/

4" 6'

1"

A-401

A-601

A-302

A-301

A-302

A-303

C

D

F

15' - 9"

5' - 2 1/8"

4'

2"

3/ 4"

/8

SEE A-131

SEE A-132

SEE A-131

SEE A-132

A-806

1/ 4"

1/…