B.08 - Solicitation - W912HN22B4003 - Drawings-Volume 2-AMD 1.pdf

7 5/8", 11 5/8"

/8

SECTION

(2) #5

SPAN

ELEVATION

8" (MIN. BRG.)

LINTEL ML1

LINTEL

DESIGNATION

ML1

ML2

LINTEL TYPE

(NOMINAL DIMENSION)

8" HIGH CMU LINTEL

MASONRY OPENING

MAX. SPAN (FT) UNLESS

NOTED OTHERWISE

MINIMUM END

BEARING (INCHES)

84'-0"

MASONRY LINTEL SCHEDULE

LINTEL NOTES:

1. UNLESS OTHERWISE SHOWN, SELECT LINTEL TO SUIT INDICATED MASONRY OPENING AT OR

BELOW MAXIMUM ALLOWABLE SPAN INDICATED. LINTEL TYPE IS AT CONTRACTORS OPTION

EXCEPT AS NOTED OR DETAILED.

2. PROVIDE LINTELS @ ALL NEW PENETRATIONS OF INTERIOR MASONRY WALLS. COORDINATE

SIZE & LOCATION OF OPENINGS WITH APPROPRIATE TRADE.

3. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR OPENING SIZES.

4. MASONRY USED FOR LINTELS SHALL MATCH THAT OF THE ADJACENT WALL.

LOOSE STEEL ANGLE LINTEL SCHEDULE

LINTEL

DESIGNATION STEEL ANGLE SIZE

MASONRY OPENING

MAXIMUM SPAN (FT)

MINIMUM END

BEARING (INCHES)

SL1 L3 1/2 x 3 1/2 x 1/4 5'-0 4

LINTEL NOTES:

1. ALL LINTELS EXPOSED TO EXTERIOR SHALL BE HOT-DIPPED GALVANIZED.

2. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR OPENING SIZES.

8" HIGH PRECAST 6'-0" 8

SECTION

(2) #5, TOP

LINTEL ML2

/8

7 5/8"

(2) #5, BOT.

#3 TIES @ 6"oc

CLR.

3/4"

SIZE = 2' - 0" x 2' - 0"

EXIST. OPNG. (DIMS.

V.I.F., MAX OPNG.

EXIST. ELEV.

CONC. SLAB &

DECK (4" TOTAL

THK.)

EXIST. BEAM -

TO REMAIN)EXIST. BEAM -

TO REMAIN)

EXIST. ELEV. CONC.

SLAB & DECK (4"

TOTAL THK.)

NEW L4x4x3/8, (2)

SIDES OF OPNG.

(V.I.F. OPNG. DIMS.

FOR LENGTHS OF

L4x4

NEW 2 1/2" CONC.

(LW) & 1 1/2" DECK (20

GA.). NEW DECK

PROFILE SHALL

MATCH EXIST. DECK

PROFILE (V.I.F.)

(2) 3/8" DIA. EPOXY ANCHORS

BETWEEN VERT. LEG OF L4x4

& EXIST. SLAB. EMBED. &

EPOXY 2 1/2" INTO EXIST. CONC.

CENTER ANCHOR IN WIDTH

OF 4" THK. FLUTE LOCATIONS.

PROVIDE 12" BETWEEN

ANCHORS (EA. SIDE)

NEW CONC. FINISH

SHALL MATCH

EXIST. CONC.

ADJACENT TO INFILL

ROOF LOAD

HANGAR

HANGER

NOTE:

IN NO CASE SHALL THE LOAD EXCEED THE

LOAD ENVELOPE CREATED BY THE STATED

COLLATERAL LOADS.

1/8"

TYP

FIELD WELD 2 ANGLES FROM TOP

OR BOTTOM CHORD PANEL POINT

TO CONCENTRATED LOAD

LOCATION. (ONE ANGLE EA SIDE

OF JOIST CHORDS) MIN. REQ'D

ANGLE SIZES ARE AS FOLLOWS

JOIST DEPTH

8" TO 24"

26" TO 48"

52" TO 72"

ANGLE SIZE

L1-1/2x1-1/2x3/16 L2x2x3/16 L3x3x1/4

MODIFICATION IS TYP FOR ALL JOISTS

SUPPORTING LOAD FROM TOP OR

BOTTOM CHORD BETWEEN PANEL PTS

VERIFY LOC & NO OF LOADS W/ ARCH,

MECH, PLUMB, & ELEC DWGS. ANGLES

NOT REQ'D FOR CONCENTRATED LOADS

LESS THAN 100 LBS.

NOTE:

TOUCH UP FIELD WELDS W/ PAINT AS REQ'D

TO MATCH SHOP PRIMER.EXIST. SUPPORT BEAM

CUT & REMOVE DECK

WITHIN OPENING AFTER

FRAMING IS COMPLETED

COPED ENDS FOR

ANGLES (TYP)

CHANNEL C8x11.5 OR ANGLE FRAME L6x3 1/2x5/16

(LLV) TURNED DOWN TO

FORM PERIMETER OF

OPNG.

SLAB OPNG. COORD.

SIZE & LOCATION w/

APPLICABLE TRADE

CONTRACTOR

2"

ANGLE

BEARING

CHANNEL

CONNECTION

CL

SUPPORT

D E

C K

S P

A N

NOTES:

USE L6x3 1/2x5/16 WHEN OPNG SIZE EXCEEDS 1'-6" AND IS LESS THAN 3'-8". USE C8x11.7 WHEN OPNG IS BETWEEN 3'-8" AND 12'-0".

3/4"

EXIST. SUPPORT BEAM

EXIST. ROOF JOIST OR BEAM

(JOIST AS SHOWN). COORD.

SIZE, SPA., & SPAN DIR. IN

FIELD. AT JOIST LOCATIONS,

REFER TO C5/S-501 FOR NEW

WEB REINF. REQUIREMENT

WITHIN JOIST AT L4x4 SUPPORT

ANGLES (BETWEEN JOISTS)

EXIST. ROOF DECK.

- TO REMAIN (ROOF MAT'L

ABOVE DECK NOT SHOWN

FOR CLARITY, V.I.F.)

EXIST MECH. EQUIP. CURB - TO

REMAIN. CONTRACTOR TO

REMOVE METAL COPING ALONG

LENGTH OF CURB AND VERIFY

CONDITION AND CONSTRUCTION

OF CURB (ASSUMED WOOD 2x).

NOTIFY EOR IF ROT IS

OCCURRING OR CONSTRUCTION

TYPE DIFFERS PRIOR TO

SUPPORT INSTALL.

NEW L4x4x5/16x6" LG (GALV) @ EA. POST LOCATION w/ (3)

1/4" DIAMETER LAG SCREWS

(SS) BETWEEN L4x4 & EXIST 2x. EMBED SCREWS 2 1/2"

(MIN.) INTO EXIST. 2X.

COORD. SPA. w/ MECH EQUIP.

MECH. EQUIP. RAILS. COORD.

w/ MANUF. FOR SIZE & CONN.

TO SUPPORT FRAME

HSS3x0.250 POST (GALV.)

w/ 1/2" CAP PL. CENTER

ON CURB (WIDTH) BELOW

& C8 FRAME (ABOVE)

C8x11.5 MECH. EQUIP. SUPPORT

FRAME (GALV.). CENTER ON

EQUIP RAILS. COORD. PLAN

& RAIL DIMS. w/ MECH EQUIP.

3/16

POST TO

L4x4 (TYP.)

3/16

C8 TO

1/2" CAP PL

3/16

C8 FLANGE

TO C8

FLANGE,

TOP & BOT.

(M

A X

B

O T

S

T L

T O

T /E

X

IS

T C

U R

B

EXIST. STEEL ANGLE FRAME

(BETWEEN JOISTS/BEAMS)

BELOW EXIST. CURB LOCATIONS.

CONTRACTOR SHALL FIELD

VERIFY EXIST. ANGLE LOCATION

& SIZE. IF ANGLE FRAME

PRESENT, NOTIFY EOR WITH SIZE

OF ANGLES FOR SUPPORT

VERIFY. IF EXIST. ANGLE NOT

PRESENT, PROVIDE NEW L4x4x3/8

SUPPORT ANGLES. CENTER

BELOW CURB & SPAN BETWEEN

EXIST. JOISTS/BEAMS

VARIES, V.I.F.VARIES, V.I.F.

EQUIPMENT LOCATION (ROOM)

MAXIMUM

WEIGHT (lbs)

ERV ROOF 1500

AHU

(MECHANICAL ROOM @ EA.

BUNK AREA - 217A, 317A)

AHU (H-1)

(MECHANICAL ROOM -

A219, E219)

ERV (H-1) (MECHANICAL ROOM -

A219, E219)

NOTE: COORDINATE WITH MECHANICAL SHEETS M-601 AND

M-602 FOR ACTUAL EQUIPMENT WEIGHTS (PER PROVIDED

EQUIPMENT CUT SHEETS)

US Army Corps of Engineers ®

SHEET ID

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READY TO ADVERTISE (RTA)

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BLDG 3425

SCALE: 1" = 1'-0"

D1

LINTEL DETAILS AND SCHEDULES

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

F5

FLOOR FRAMING - EXISTING SLAB INFILL (NO EXISTING

SUPPORT FRAME, 24"x24" (MAX.) EXISTING OPENING)

SCALE: 1" = 1'-0"

C5

JOIST MODIFICATION AT CONCENTRATED LOADS

SCALE: 1" = 1'-0"

A1

CHANNEL OR ANGLE FRAMED SLAB OPENING

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

A5

MECHANICAL EQUIPMENT SUPPORT DETAIL (AT EXISTING

CURB)

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SCALE: 1" = 1'-0"

F8

MAXIMUM EQUIPMENT WEIGHT (MAXIMUM)

24 24

26 26

31 31

27x 27x

35 35

39 39

42 42

C.L

C.LD.L

D.L

F.L

F.L

J.L

J.L

K.L

K.L

M.L

M.L

Px.L

Px.L

S.L

S.L C.R

C.R D.R

D.R

F.R

F.R

J.R

J.R

K.R

K.R

M.R

M.R

Px.R

Px.R

S.R

S.R

MECHANICAL

H120

CORRIDOR

H113

CORRIDOR

G102

CORRIDOR

H101

CORRIDOR

H105

CORRIDOR

H109CLASSROOM

H121

STORAGE

H122

STORAGE

H123

STORAGE

H124

ELECTRICAL

H125

STORAGE

H126

ALCOVE

H127

CLASSROOM

H128

STORAGE

H129

STORAGE

H130

STORAGE

H131

ELECTRICAL

H132

STORAGE

H133

ALCOVE

H134

CORRIDOR

H135

CLASSROOM

H136

STORAGE

H137

CLASSROOM

H138

STORAGE

H139

SICK CALL

H140

STORAGE

H141

CLASSROOM

H142

STORAGE

H143

CLASSROOM

H144

STORAGE

H145

COMM

H135A

/MATCHLINE - A1 AD161 /MATCHLINE - A1 AD161

M

A T

C H

L

IN

E

A

A D

M

A T

C H

L

IN

E

A

A D

/MATCHLINE - A1 AD154 /MATCHLINE - A1 AD155

M

A T

C H

L

IN

E

A

A D

M

A T

C H

L

IN

E

A

A D

MECHANICAL

H120

2 2

DRAWING SHEET NOTES

GENERAL SHEET NOTES

A. REFER TO SHEET A-001 FOR GENERAL DEMOLITION NOTES.

B. CONTRACTOR IS TO ANTICIPATE WORK AT ALL THRU-WALL AND FLOOR

PENETRATIONS. EXISTING OPENINGS ARE TO BE USED WHERE POSSIBLE AND

INCREASE/DECREASE IN SIZE AS REQUIRED. PROVIDE NEW OPENINGS WHERE

EXISTING OPENINGS ARE NOT PRESENT. SIZE OF OPENING TO BE

DETERMINED BY PENETRATING ELEMENT, INCLUDING BUT NOT LIMITED TO

DUCT, PIPING, AND THEIR REQUIRED ACCESSORIES. COORDINATE OPENING

SIZE AND LOCATION USING MECHANICAL AND ELECTRICAL DRAWINGS.

C. REFER TO ELECTRICAL ('E' SERIES SHEETS) FOR INFORMATION REGARDING

REMOVAL AND SALVAGE OF AFFECTED DEVICES.

D. REFER TO FIRE PROTECTION ('F' SERIES SHEETS) FOR INFORMATION

REGARDING REMOVAL AND SALVAGE OF AFFECTED CEILING MOUNTED

DEVICES.

E. ALL FINISHES ARE EXISTING TO REMAIN UNO

F. DIMENSIONS SHOW AT GYPSUM BOARD DEMOLITION ARE ASSUMED EXTENTS

OF CEILING TO BE REMOVED TO COMPLETE WORK. CONTRACTOR TO REMOVE

GYPSUM CEILING AS NECESSARY TO COMPLETE WORK.

G. UNO, REMOVE AND SALVAGE FOR POSSIBLE RE-USE EXISTING SUSPENEDED

ACOUSTICAL CEILING TILE AND GRID AS REQUIRED TO PERFORM HVAC WORK

ABOVE. REMOVE TO NEAREST FULL TILE. WATER DAMAGED CEILING TILE AT

EXISTING FAN POWERED VAV EQUIPMENT LOCATIONS ARE TO BE DISCARDED.

COORDINATE EXISTING FAN POWERED VAV EQUIPMENT LOCATIONS AND

EXTENTS OF ADDITIONAL HVAC WORK WITH MECHANICAL DRAWINGS.

H. UNO, REMOVE AND DISCARD CEILING ACCESS PANELS THAT ARE AFFECTED

BY THE DEMOLISHING OF GYPSUM BOARD CEILING TO ACCOMMODATE THE

HVAC SCOPE OF WORK.

I. CONTRACTOR TO LIMIT EXTENT OF WORK AT CEILING-TO-WALL AND CEILING-

TO-COLUMN TRANSITIONS TO 6" BELOW FINISHED CEILING.

CEILING DEMOLITION LEGEND

2' x 2' ACT CEILING

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

GYP. BD. CEILING

EXISTING TO

REMAIN

TO BE

REMOVED

EXISTING TO REMAIN

WORK TO BE REMOVED

ASSUMED AREA OF SUSPENDED ACCOUSTICAL CEILING TILE

SYSTEM TO BE REMOVED AND SALVAGED FOR REINSTALLATION.

AREA SHOWN IS APPROXIMATE. REFER TO GENERAL NOTE ABOVE.

CEILING ACCESS PANEL

REFER TO MECHANICAL, ELECTRICAL, AND FIRE PROTECTION DRAWINGS FOR

FIXTURE/DEVICE INFORMATION.

MASONRY WALL CONSTRUCTION

GYPSUM BOARD ON METAL STUD CONSTRUCTION

US Army Corps of Engineers ®

SHEET ID

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KEY PLAN

A-1

A-2

B-1

B-2

E-1

E-2

D-1

D-2

C-2C-1

F

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PLAN NORTH

AD162

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BLDG 3425

0 4' 8' 16'SCALE: 1/8" = 1'-0"

A1

FIRST FLOOR CEILING DEMOLITION PLAN - AREA H

1 NO FINISHED CEILING THIS SPACE, OPEN TO STRUCTURE ABOVE.

2 EXISTING CEILING MOUNTED OPERABLE PARTITION TRACK IN BULKHEAD TO

REMAIN. 1

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08/17/2022

EXP: 12/31/2023

1/2 1/21/2

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1/2 1/21/2

S S

1/2 1/2

1 1

2 2

3 3

4 4

5 5

6 6

7 7

8 8

10 10

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STAIR #3

A201

JANITOR

A202

RESTROOM

A203A

SHOWERS

A203B

SLEEPING BAY

A207

DRILL SGT

A208

TOILET

A209

SHOWER

A210

STAIR #4

A215

ELECTRICAL

A218

0.5 0.5

/MATCHLINE - A1 A-115

M

A T

C H

L

IN

E

A

A -1

/MATCHLINE - A1 A-115

A-502

A6

SLEEPING BAY

SECURE AREA

MECHANICAL

A217A

11' - 3" +/-

DRAWING SHEET NOTES

GENERAL SHEET NOTES

A. REFER TO SHEET A-001 FOR GENERAL DEMOLITION NOTES.

B. ALL FINISHES ARE EXISTING TO REMAIN UNO

C. CONTRACTOR IS TO ANTICIPATE WORK AT ALL THRU-WALL AND FLOOR

PENETRATIONS. EXISTING OPENINGS ARE TO BE USED WHERE POSSIBLE AND

INCREASE/DECREASE IN SIZE AS REQUIRED. PROVIDE NEW OPENINGS WHERE

EXISTING OPENINGS ARE NOT PRESENT. SIZE OF OPENING TO BE

DETERMINED BY PENETRATING ELEMENT, INCLUDING BUT NOT LIMITED TO

DUCT, PIPING, AND THEIR REQUIRED ACCESSORIES. COORDINATE OPENING

SIZE AND LOCATION USING MECHANICAL AND ELECTRICAL DRAWINGS.

D. ALL THRU-WALL PENETRATIONS AT RATED ASSEMBLIES ARE TO BE SEALED

TIGHT TO MAINTAIN CONTINUITY OF RATED PARTITION. PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM.

E. AT RATED PARITIONS, INFILL UN-USED OPENINGS LEFT BY DEMOLITION OF

EXISTING WORK USING TYPE 'X' (FIRE RESISTANT) GYPSUM BOARD AND METAL

STUD, UL ASSEMBLY U419 OR EQUIVILANT. PARTITION THICKNESS TO MATCH

EXISTING ADJACENT.

NEW WORK LEGEND

EXISTING TO REMAIN

NEW WORK

MASONRY WALL CONSTRUCTION

GYPSUM BOARD ON METAL STUD CONSTRUCTION

1/2 HOUR RATING

1 HOUR RATING

2 HOUR RATING

SMOKE PARTITION

PRESUMED LOCATIONS OF FIRE RATINGS. REFER TO G-SERIES SHEETS FOR

ADDITIONAL INFORMATION.

US Army Corps of Engineers ®

SHEET ID

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A-1

A-2

B-1

B-2

E-1

E-2

D-1

D-2

C-2C-1

F

G

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PLAN NORTH

A-114

S E

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A -1

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READY TO ADVERTISE (RTA)

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BLDG 3425

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

A1

SECOND FLOOR PLAN - AREA A-1

0 4' 8' 16'

1 NEW MECHANICAL EQUIPMENT ON NEW OR MODIFIED CONCRETE

HOUSEKEEPING PAD. (REFER 'M' DRAWINGS). SEE F8/S-501 FOR MAXIMUM

EQUIPMENT WEIGHT TABLE.

2 INFILL EXISTING FLOOR OPENINGS IN RATED CONCRETE FLOOR SYSTEM NOT

RE-USED AS A RESULT OF WORK ASSOCIATED WITH THE SCOPE OF WORK.

REFER TO STRUCTURAL DRAWING (S-501) FOR INFILL DETAIL.

3 AT NEW DUCT PENETRATION THRU RATED FLOOR SLAB, PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM BASED ON

PENETRATING ELEMENT TYPE AND SIZE. REFER TO MECHANICAL DRAWINGS

FOR DUCT INFORMATION.

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1/2 1/21/2

1/2 1/21/2 1/2 1/2 1/21/2 1/2

S S

1/2 1/2

12 12

13 13

14 14

15 15

16 16

17 17

19 19

21x 21x

22 22

23 23

24 24

25 25

26 26

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STAIR #5

A206

JANITOR

A205

RESTROOM

A204A

SHOWERS

A204B

SLEEPING BAY

A211

DRILL SGT

A212

TOILET

A213

SHOWER

A214

STAIR #4

A215

COMM

A216

MECHANICAL

A217B

MECHANICAL

A219

21 21

/MATCHLINE - A1 A-114

/MATCHLINE - A1 A-116

/MATCHLINE - A1 A-114

A-502

A6

SIM

2 3

SLEEPING BAY

SECURE AREA

11' - 3" +/-

DRAWING SHEET NOTES

GENERAL SHEET NOTES

A. REFER TO SHEET A-001 FOR GENERAL DEMOLITION NOTES.

B. ALL FINISHES ARE EXISTING TO REMAIN UNO

C. CONTRACTOR IS TO ANTICIPATE WORK AT ALL THRU-WALL AND FLOOR

PENETRATIONS. EXISTING OPENINGS ARE TO BE USED WHERE POSSIBLE AND

INCREASE/DECREASE IN SIZE AS REQUIRED. PROVIDE NEW OPENINGS WHERE

EXISTING OPENINGS ARE NOT PRESENT. SIZE OF OPENING TO BE

DETERMINED BY PENETRATING ELEMENT, INCLUDING BUT NOT LIMITED TO

DUCT, PIPING, AND THEIR REQUIRED ACCESSORIES. COORDINATE OPENING

SIZE AND LOCATION USING MECHANICAL AND ELECTRICAL DRAWINGS.

D. ALL THRU-WALL PENETRATIONS AT RATED ASSEMBLIES ARE TO BE SEALED

TIGHT TO MAINTAIN CONTINUITY OF RATED PARTITION. PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM.

E. AT RATED PARITIONS, INFILL UN-USED OPENINGS LEFT BY DEMOLITION OF

EXISTING WORK USING TYPE 'X' (FIRE RESISTANT) GYPSUM BOARD AND METAL

STUD, UL ASSEMBLY U419 OR EQUIVILANT. PARTITION THICKNESS TO MATCH

EXISTING ADJACENT.

NEW WORK LEGEND

EXISTING TO REMAIN

NEW WORK

MASONRY WALL CONSTRUCTION

GYPSUM BOARD ON METAL STUD CONSTRUCTION

1/2 HOUR RATING

1 HOUR RATING

2 HOUR RATING

SMOKE PARTITION

PRESUMED LOCATIONS OF FIRE RATINGS. REFER TO G-SERIES SHEETS FOR

ADDITIONAL INFORMATION.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N F

IL

E

N A

M E

F

IL

E N

U M

B E

R

KEY PLAN

A-1

A-2

B-1

B-2

E-1

E-2

D-1

D-2

C-2C-1

F

G

H

PLAN NORTH

A-115

S E

C O

N D

F L

O O

R P

L A

N

A R

E A

A -2

F O

R T

B E

N N

IN

G

G

E O

R G

IA

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

E O

R G

IA

R .F

U S

S N

E R

M H

A Y

N E

S

A H

A U

T M

A N

J K

O L S

H O

R N

A U

G U

S T

W H

N -2

-B

-4

READY TO ADVERTISE (RTA)

B U

IL

D

IN

G

H

E A

T

IN

G

V E

N T

IL

A

T

IO

N

A

IR

C

O N

D

IT

IO

N

IN

G

H

V A

C

R E

P A

IR

P

BLDG 3425

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

A1

SECOND FLOOR PLAN - AREA A-2

0 4' 8' 16'

1 NEW MECHANICAL EQUIPMENT ON NEW OR MODIFIED CONCRETE

HOUSEKEEPING PAD. (REFER 'M' DRAWINGS). SEE F8/S-501 FOR MAXIMUM

EQUIPMENT WEIGHT TABLE.

2 INFILL EXISTING FLOOR OPENINGS IN RATED CONCRETE FLOOR SYSTEM NOT

RE-USED AS A RESULT OF WORK ASSOCIATED WITH THE SCOPE OF WORK.

REFER TO STRUCTURAL DRAWING (S-501) FOR INFILL DETAIL.

3 AT NEW DUCT PENETRATION THRU RATED FLOOR SLAB, PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM BASED ON

PENETRATING ELEMENT TYPE AND SIZE. REFER TO MECHANICAL DRAWINGS

FOR DUCT INFORMATION.

4 CONTRACTOR TO PROVIDE INDUSTRIAL WALL MOUNTED HOSE HOLDER.

COORDINATE WITH GOVERNMENT FOR LENGTH OF HOSE REQUIRED TO BE

STORED.

5 NEW GALVANIZED CURB COPING FULL LENGTH OF ROOF CURB.

6 EXISTING 10'-0"W x 8'-0"T OVERHEAD ACCESS DOOR AT SECOND FLOOR TO

REMAIN.

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

1/2 1/21/2 1/2

1/2 1/21/2

/2

/2

1/2 1/21/2

S S

1/2 1/2

27 27

28 28

30 30

32 32

33 33

27x 27x

36 36

37 37

V.L

V.L

W.L

W.L

Y.L

Y.L

Z.L

Z.L

CC.L

CC.L

DD.L

DD.L

EE.L

EE.L

FF.L

FF.L

STAIR #6

B201

JANITOR

B202

RESTROOM

B203A

SHOWERS

B203B

SLEEPING BAY

B207

DRILL SGT

B208

TOILET

B209

SHOWER

B210

STAIR #7

B215

COMM

B216

MECHANICAL

B217A

/MATCHLINE - A1 A-115

/MATCHLINE - A1 A-117

A-502

A6

SIM

SLEEPING BAY

SECURE AREA

11' - 3" +/-

DRAWING SHEET NOTES

GENERAL SHEET NOTES

A. REFER TO SHEET A-001 FOR GENERAL DEMOLITION NOTES.

B. ALL FINISHES ARE EXISTING TO REMAIN UNO

C. CONTRACTOR IS TO ANTICIPATE WORK AT ALL THRU-WALL AND FLOOR

PENETRATIONS. EXISTING OPENINGS ARE TO BE USED WHERE POSSIBLE AND

INCREASE/DECREASE IN SIZE AS REQUIRED. PROVIDE NEW OPENINGS WHERE

EXISTING OPENINGS ARE NOT PRESENT. SIZE OF OPENING TO BE

DETERMINED BY PENETRATING ELEMENT, INCLUDING BUT NOT LIMITED TO

DUCT, PIPING, AND THEIR REQUIRED ACCESSORIES. COORDINATE OPENING

SIZE AND LOCATION USING MECHANICAL AND ELECTRICAL DRAWINGS.

D. ALL THRU-WALL PENETRATIONS AT RATED ASSEMBLIES ARE TO BE SEALED

TIGHT TO MAINTAIN CONTINUITY OF RATED PARTITION. PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM.

E. AT RATED PARITIONS, INFILL UN-USED OPENINGS LEFT BY DEMOLITION OF

EXISTING WORK USING TYPE 'X' (FIRE RESISTANT) GYPSUM BOARD AND METAL

STUD, UL ASSEMBLY U419 OR EQUIVILANT. PARTITION THICKNESS TO MATCH

EXISTING ADJACENT.

NEW WORK LEGEND

EXISTING TO REMAIN

NEW WORK

MASONRY WALL CONSTRUCTION

GYPSUM BOARD ON METAL STUD CONSTRUCTION

1/2 HOUR RATING

1 HOUR RATING

2 HOUR RATING

SMOKE PARTITION

PRESUMED LOCATIONS OF FIRE RATINGS. REFER TO G-SERIES SHEETS FOR

ADDITIONAL INFORMATION.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N F

IL

E

N A

M E

F

IL

E N

U M

B E

R

KEY PLAN

A-1

A-2

B-1

B-2

E-1

E-2

D-1

D-2

C-2C-1

F

G

H

PLAN NORTH

A-116

S E

C O

N D

F L

O O

R P

L A

N

A R

E A

B -1

F O

R T

B E

N N

IN

G

G

E O

R G

IA

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

E O

R G

IA

R .F

U S

S N

E R

M H

A Y

N E

S

A H

A U

T M

A N

J K

O L S

H O

R N

A U

G U

S T

W H

N -2

-B

-4

READY TO ADVERTISE (RTA)

B U

IL

D

IN

G

H

E A

T

IN

G

V E

N T

IL

A

T

IO

N

A

IR

C

O N

D

IT

IO

N

IN

G

H

V A

C

R E

P A

IR

P

BLDG 3425

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

A1

SECOND FLOOR PLAN - AREA B-1

0 4' 8' 16'

1 NEW MECHANICAL EQUIPMENT ON NEW OR MODIFIED CONCRETE

HOUSEKEEPING PAD. (REFER 'M' DRAWINGS). SEE F8/S-501 FOR MAXIMUM

EQUIPMENT WEIGHT TABLE.

2 INFILL EXISTING FLOOR OPENINGS IN RATED CONCRETE FLOOR SYSTEM NOT

RE-USED AS A RESULT OF WORK ASSOCIATED WITH THE SCOPE OF WORK.

REFER TO STRUCTURAL DRAWING (S-501) FOR INFILL DETAIL.

3 AT NEW DUCT PENETRATION THRU RATED FLOOR SLAB, PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM BASED ON

PENETRATING ELEMENT TYPE AND SIZE. REFER TO MECHANICAL DRAWINGS

FOR DUCT INFORMATION.

4 CONTRACTOR TO PROVIDE INDUSTRIAL WALL MOUNTED HOSE HOLDER.

COORDINATE WITH GOVERNMENT FOR LENGTH OF HOSE REQUIRED TO BE

STORED.

5 NEW GALVANIZED CURB COPING FULL LENGTH OF ROOF CURB.

6 EXISTING ROOF FRAMING MEMBERS (OPEN WEB STEEL JOISTS OR STEEL

BEAMS - V.I.F., TO REMAIN) FOR SUPPORT OF NEW ROOF TOP MECHANICAL

EQUIPMENT. SEE DETAIL C5/S-501 FOR WEB REINFORCEMENT REQUIREMENTS

AT EXISTING JOISTS AND A5/S-501 FOR SUPPORT DETAIL BELOW MECHANICAL

EQUIPMENT CURB. 1

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

/2

1/2 1/21/2

S S

1/2 1/2

40 40

41 41

42 42

43 43

44 44

48x 48x

47 47

48 48

V.L

V.L

W.L

W.L

Y.L

Y.L

Z.L

Z.L

CC.L

CC.L

DD.L

DD.L

EE.L

EE.L

FF.L

FF.L

STAIR #8

B206

JANITOR

B205

RESTROOM

B204A

SHOWERS

B204B

SLEEPING BAY

B211

DRILL SGT

B212

TOILET

B213

SHOWER

B214

STAIR #7

B215

MECHANICAL

B217B

ELECTRICAL

B218

/MATCHLINE - A1 A-116

M

A T

C H

L

IN

E

A

A -1

A-502

A6

SIM

SLEEPING BAY

SECURE AREA

11' - 3" +/-

/-5

DRAWING SHEET NOTES

GENERAL SHEET NOTES

A. REFER TO SHEET A-001 FOR GENERAL DEMOLITION NOTES.

B. ALL FINISHES ARE EXISTING TO REMAIN UNO

C. CONTRACTOR IS TO ANTICIPATE WORK AT ALL THRU-WALL AND FLOOR

PENETRATIONS. EXISTING OPENINGS ARE TO BE USED WHERE POSSIBLE AND

INCREASE/DECREASE IN SIZE AS REQUIRED. PROVIDE NEW OPENINGS WHERE

EXISTING OPENINGS ARE NOT PRESENT. SIZE OF OPENING TO BE

DETERMINED BY PENETRATING ELEMENT, INCLUDING BUT NOT LIMITED TO

DUCT, PIPING, AND THEIR REQUIRED ACCESSORIES. COORDINATE OPENING

SIZE AND LOCATION USING MECHANICAL AND ELECTRICAL DRAWINGS.

D. ALL THRU-WALL PENETRATIONS AT RATED ASSEMBLIES ARE TO BE SEALED

TIGHT TO MAINTAIN CONTINUITY OF RATED PARTITION. PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM.

E. AT RATED PARITIONS, INFILL UN-USED OPENINGS LEFT BY DEMOLITION OF

EXISTING WORK USING TYPE 'X' (FIRE RESISTANT) GYPSUM BOARD AND METAL

STUD, UL ASSEMBLY U419 OR EQUIVILANT. PARTITION THICKNESS TO MATCH

EXISTING ADJACENT.

NEW WORK LEGEND

EXISTING TO REMAIN

NEW WORK

MASONRY WALL CONSTRUCTION

GYPSUM BOARD ON METAL STUD CONSTRUCTION

1/2 HOUR RATING

1 HOUR RATING

2 HOUR RATING

SMOKE PARTITION

PRESUMED LOCATIONS OF FIRE RATINGS. REFER TO G-SERIES SHEETS FOR

ADDITIONAL INFORMATION.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N F

IL

E

N A

M E

F

IL

E N

U M

B E

R

KEY PLAN

A-1

A-2

B-1

B-2

E-1

E-2

D-1

D-2

C-2C-1

F

G

H

PLAN NORTH

A-117

S E

C O

N D

F L

O O

R P

L A

N

A R

E A

B -2

F O

R T

B E

N N

IN

G

G

E O

R G

IA

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

E O

R G

IA

R .F

U S

S N

E R

M H

A Y

N E

S

A H

A U

T M

A N

J K

O L S

H O

R N

A U

G U

S T

W H

N -2

-B

-4

READY TO ADVERTISE (RTA)

B U

IL

D

IN

G

H

E A

T

IN

G

V E

N T

IL

A

T

IO

N

A

IR

C

O N

D

IT

IO

N

IN

G

H

V A

C

R E

P A

IR

P

BLDG 3425

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

A1

SECOND FLOOR PLAN - AREA B-2

0 4' 8' 16'

1 NEW MECHANICAL EQUIPMENT ON NEW OR MODIFIED CONCRETE

HOUSEKEEPING PAD. (REFER 'M' DRAWINGS). SEE F8/S-501 FOR MAXIMUM

EQUIPMENT WEIGHT TABLE.

2 INFILL EXISTING FLOOR OPENINGS IN RATED CONCRETE FLOOR SYSTEM NOT

RE-USED AS A RESULT OF WORK ASSOCIATED WITH THE SCOPE OF WORK.

REFER TO STRUCTURAL DRAWING (S-501) FOR INFILL DETAIL.

3 AT NEW DUCT PENETRATION THRU RATED FLOOR SLAB, PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM BASED ON

PENETRATING ELEMENT TYPE AND SIZE. REFER TO MECHANICAL DRAWINGS

FOR DUCT INFORMATION.

4 EXISTING ROOF FRAMING MEMBERS (OPEN WEB STEEL JOISTS OR STEEL

BEAMS - V.I.F., TO REMAIN) FOR SUPPORT OF NEW ROOF TOP MECHANICAL

EQUIPMENT. SEE DETAIL C5/S-501 FOR WEB REINFORCEMENT REQUIREMENTS

AT EXISTING JOISTS AND A5/S-501 FOR SUPPORT DETAIL BELOW MECHANICAL

EQUIPMENT CURB.

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

/2

/2

1/21/2

/2

/2

/2

S S

1/2 1/2

44 44

45 45

48 48

49 49

50 50

A.L

A.L

B.L

B.L

E.L

E.L

G.L

G.L

H.L

H.L

K.L

K.L

N.L

N.L

Q.L

Q.L

R.L

R.L

T.L

T.L

V.L

V.L

W.L

W.L

X.L

X.L

Y.L

Y.L

AA.L

AA.L

S.L

S.L

STAIR #9

C201

JANITOR

C202

RESTROOM

C203A

SHOWER

C203B

SLEEPING BAY

C207

DRILL SGT

C208

TOILET

C209

SHOWER

C210

STAIR #10

C215

MECHANICAL

C217A

ELECTRICAL

C218

M

A T

C H

L

IN

E

A

A -1

/MATCHLINE - A1 A-126

/MATCHLINE - A1 A-117

A-502

A6

SIM

2 3

BELOW

SLEEPING BAY

SECURE AREA

SLEEPING BAY

SECURE AREA

11' - 10" +/- 1

5' - 0"

DRAWING SHEET NOTES

GENERAL SHEET NOTES

A. REFER TO SHEET A-001 FOR GENERAL DEMOLITION NOTES.

B. ALL FINISHES ARE EXISTING TO REMAIN UNO

C. CONTRACTOR IS TO ANTICIPATE WORK AT ALL THRU-WALL AND FLOOR

PENETRATIONS. EXISTING OPENINGS ARE TO BE USED WHERE POSSIBLE AND

INCREASE/DECREASE IN SIZE AS REQUIRED. PROVIDE NEW OPENINGS WHERE

EXISTING OPENINGS ARE NOT PRESENT. SIZE OF OPENING TO BE

DETERMINED BY PENETRATING ELEMENT, INCLUDING BUT NOT LIMITED TO

DUCT, PIPING, AND THEIR REQUIRED ACCESSORIES. COORDINATE OPENING

SIZE AND LOCATION USING MECHANICAL AND ELECTRICAL DRAWINGS.

D. ALL THRU-WALL PENETRATIONS AT RATED ASSEMBLIES ARE TO BE SEALED

TIGHT TO MAINTAIN CONTINUITY OF RATED PARTITION. PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM.

E. AT RATED PARITIONS, INFILL UN-USED OPENINGS LEFT BY DEMOLITION OF

EXISTING WORK USING TYPE 'X' (FIRE RESISTANT) GYPSUM BOARD AND METAL

STUD, UL ASSEMBLY U419 OR EQUIVILANT. PARTITION THICKNESS TO MATCH

EXISTING ADJACENT.

NEW WORK LEGEND

EXISTING TO REMAIN

NEW WORK

MASONRY WALL CONSTRUCTION

GYPSUM BOARD ON METAL STUD CONSTRUCTION

1/2 HOUR RATING

1 HOUR RATING

2 HOUR RATING

SMOKE PARTITION

PRESUMED LOCATIONS OF FIRE RATINGS. REFER TO G-SERIES SHEETS FOR

ADDITIONAL INFORMATION.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N F

IL

E

N A

M E

F

IL

E N

U M

B E

R

KEY PLAN

A-1

A-2

B-1

B-2

E-1

E-2

D-1

D-2

C-2C-1

F

G

H

PLAN NORTH

A-118

S E

C O

N D

F L

O O

R P

L A

N

A R

E A

C -1

F O

R T

B E

N N

IN

G

G

E O

R G

IA

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

E O

R G

IA

R .F

U S

S N

E R

M H

A Y

N E

S

A H

A U

T M

A N

J K

O L S

H O

R N

A U

G U

S T

W H

N -2

-B

-4

READY TO ADVERTISE (RTA)

B U

IL

D

IN

G

H

E A

T

IN

G

V E

N T

IL

A

T

IO

N

A

IR

C

O N

D

IT

IO

N

IN

G

H

V A

C

R E

P A

IR

P

BLDG 3425

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

A1

SECOND FLOOR PLAN - AREA C-1

0 4' 8' 16'

1 NEW MECHANICAL EQUIPMENT ON NEW OR MODIFIED CONCRETE

HOUSEKEEPING PAD. (REFER 'M' DRAWINGS). SEE F8/S-501 FOR MAXIMUM

EQUIPMENT WEIGHT TABLE.

2 INFILL EXISTING FLOOR OPENINGS IN RATED CONCRETE FLOOR SYSTEM NOT

RE-USED AS A RESULT OF WORK ASSOCIATED WITH THE SCOPE OF WORK.

REFER TO STRUCTURAL DRAWING (S-501) FOR INFILL DETAIL.

3 AT NEW DUCT PENETRATION THRU RATED FLOOR SLAB, PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM BASED ON

PENETRATING ELEMENT TYPE AND SIZE. REFER TO MECHANICAL DRAWINGS

FOR DUCT INFORMATION.

4 EXISTING TPO ROOF MEMBRANE OVER RIGID INSULATION TO REMAIN. PATCH

AND REPAIR ROOF SYSTEM PER MANUFACTURER'S INSTRUCTIONS AND

RECOMMENDATIONS AT REQUIRED LOCATIONS AFTER REMOVAL OF EXISTING

ROOF TOP MECHANICAL EQUIPMENT AND ASSOCIATED PIPING OR CONDUIT, AS

WELL AS LOCATIONS OF DAMAGE DURING CONSTRUCTION. PROVIDE RIGID

INSULATION INFILL TO MATCH EXISTING AS REQUIRED. CONTRACTOR IS TO

PROTECT MEMBRANE THROUGHOUT CONSTRUCTION FROM DAMAGE.

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

/2

1/2 1/2

/2

/2

/2

S S

1/2 1/2

44 44

45 45

48 48

49 49

50 50

A.R

A.R

B.R

B.R

E.R

E.R

G.R

G.R

H.R

H.R

K.R

K.R

T.R

T.R

V.R

V.R

W.R

W.R

X.R

X.R

Y.R

Y.R

AA.R

AA.R

N.R

N.R

Q.R

Q.R

R.R

R.R

S.R

S.R

STAIR #11

C206

JANITOR

C205

RESTROOM

C204A

SHOWER

C204B

SLEEPING BAY

C211

DRILL SGT

C212

TOILET

C213

SHOWER

C214

STAIR #10

C215

COMM

C216

MECHANICAL

C217B

M

A T

C H

L

IN

E

A

A -1

/MATCHLINE - A1 A-126

/MATCHLINE - A1 A-120

A-502

A6

SIM

2 3

BELOW

SLEEPING BAY

SECURE AREA

SLEEPING BAY

SECURE AREA

5' - 0"

11' - 8" +/-1

DRAWING SHEET NOTES

GENERAL SHEET NOTES

A. REFER TO SHEET A-001 FOR GENERAL DEMOLITION NOTES.

B. ALL FINISHES ARE EXISTING TO REMAIN UNO

C. CONTRACTOR IS TO ANTICIPATE WORK AT ALL THRU-WALL AND FLOOR

PENETRATIONS. EXISTING OPENINGS ARE TO BE USED WHERE POSSIBLE AND

INCREASE/DECREASE IN SIZE AS REQUIRED. PROVIDE NEW OPENINGS WHERE

EXISTING OPENINGS ARE NOT PRESENT. SIZE OF OPENING TO BE

DETERMINED BY PENETRATING ELEMENT, INCLUDING BUT NOT LIMITED TO

DUCT, PIPING, AND THEIR REQUIRED ACCESSORIES. COORDINATE OPENING

SIZE AND LOCATION USING MECHANICAL AND ELECTRICAL DRAWINGS.

D. ALL THRU-WALL PENETRATIONS AT RATED ASSEMBLIES ARE TO BE SEALED

TIGHT TO MAINTAIN CONTINUITY OF RATED PARTITION. PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM.

E. AT RATED PARITIONS, INFILL UN-USED OPENINGS LEFT BY DEMOLITION OF

EXISTING WORK USING TYPE 'X' (FIRE RESISTANT) GYPSUM BOARD AND METAL

STUD, UL ASSEMBLY U419 OR EQUIVILANT. PARTITION THICKNESS TO MATCH

EXISTING ADJACENT.

NEW WORK LEGEND

EXISTING TO REMAIN

NEW WORK

MASONRY WALL CONSTRUCTION

GYPSUM BOARD ON METAL STUD CONSTRUCTION

1/2 HOUR RATING

1 HOUR RATING

2 HOUR RATING

SMOKE PARTITION

PRESUMED LOCATIONS OF FIRE RATINGS. REFER TO G-SERIES SHEETS FOR

ADDITIONAL INFORMATION.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N F

IL

E

N A

M E

F

IL

E N

U M

B E

R

KEY PLAN

A-1

A-2

B-1

B-2

E-1

E-2

D-1

D-2

C-2C-1

F

G

H

PLAN NORTH

A-119

S E

C O

N D

F L

O O

R P

L A

N

A R

E A

C -2

F O

R T

B E

N N

IN

G

G

E O

R G

IA

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

E O

R G

IA

R .F

U S

S N

E R

M H

A Y

N E

S

A H

A U

T M

A N

J K

O L S

H O

R N

A U

G U

S T

W H

N -2

-B

-4

READY TO ADVERTISE (RTA)

B U

IL

D

IN

G

H

E A

T

IN

G

V E

N T

IL

A

T

IO

N

A

IR

C

O N

D

IT

IO

N

IN

G

H

V A

C

R E

P A

IR

P

BLDG 3425

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

A1

SECOND FLOOR PLAN - AREA C-2

0 4' 8' 16'

1 NEW MECHANICAL EQUIPMENT ON NEW OR MODIFIED CONCRETE

HOUSEKEEPING PAD. (REFER 'M' DRAWINGS). SEE F8/S-501 FOR MAXIMUM

EQUIPMENT WEIGHT TABLE.

2 INFILL EXISTING FLOOR OPENINGS IN RATED CONCRETE FLOOR SYSTEM NOT

RE-USED AS A RESULT OF WORK ASSOCIATED WITH THE SCOPE OF WORK.

REFER TO STRUCTURAL DRAWING (S-501) FOR INFILL DETAIL.

3 AT NEW DUCT PENETRATION THRU RATED FLOOR SLAB, PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM BASED ON

PENETRATING ELEMENT TYPE AND SIZE. REFER TO MECHANICAL DRAWINGS

FOR DUCT INFORMATION.

4 EXISTING TPO ROOF MEMBRANE OVER RIGID INSULATION TO REMAIN. PATCH

AND REPAIR ROOF SYSTEM PER MANUFACTURER'S INSTRUCTIONS AND

RECOMMENDATIONS AT REQUIRED LOCATIONS AFTER REMOVAL OF EXISTING

ROOF TOP MECHANICAL EQUIPMENT AND ASSOCIATED PIPING OR CONDUIT, AS

WELL AS LOCATIONS OF DAMAGE DURING CONSTRUCTION. PROVIDE RIGID

INSULATION INFILL TO MATCH EXISTING AS REQUIRED. CONTRACTOR IS TO

PROTECT MEMBRANE THROUGHOUT CONSTRUCTION FROM DAMAGE.

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

/2

1/2 1/21/2

S S

1/2 1/2

39 39

40 40

41 41

42 42

43 43

44 44

48x 48x

47 47

48 48

V.R

V.R

W.R

W.R

Y.R

Y.R

Z.R

Z.R

CC.R

CC.R

DD.R

DD.R

EE.R

EE.R

FF.R

FF.R

STAIR #12

D206

JANITOR

D205

RESTROOM

D204A

SHOWERS

D204B

SLEEPING BAY

D211

DRILL SGT

D212

TOILET

D213

SHOWER

D214

STAIR #13

D215

COMM

D216

MECHANICAL

D217B

ELECTRICAL

D218

/MATCHLINE - A1 A-121

/MATCHLINE - A1 A-119

M

A T

C H

L

IN

E

A

A -1

A-502

A6

SIM

BELOW

SLEEPING BAY

SECURE AREA

11' - 3" +/-

/- 5

DRAWING SHEET NOTES

GENERAL SHEET NOTES

A. REFER TO SHEET A-001 FOR GENERAL DEMOLITION NOTES.

B. ALL FINISHES ARE EXISTING TO REMAIN UNO

C. CONTRACTOR IS TO ANTICIPATE WORK AT ALL THRU-WALL AND FLOOR

PENETRATIONS. EXISTING OPENINGS ARE TO BE USED WHERE POSSIBLE AND

INCREASE/DECREASE IN SIZE AS REQUIRED. PROVIDE NEW OPENINGS WHERE

EXISTING OPENINGS ARE NOT PRESENT. SIZE OF OPENING TO BE

DETERMINED BY PENETRATING ELEMENT, INCLUDING BUT NOT LIMITED TO

DUCT, PIPING, AND THEIR REQUIRED ACCESSORIES. COORDINATE OPENING

SIZE AND LOCATION USING MECHANICAL AND ELECTRICAL DRAWINGS.

D. ALL THRU-WALL PENETRATIONS AT RATED ASSEMBLIES ARE TO BE SEALED

TIGHT TO MAINTAIN CONTINUITY OF RATED PARTITION. PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM.

E. AT RATED PARITIONS, INFILL UN-USED OPENINGS LEFT BY DEMOLITION OF

EXISTING WORK USING TYPE 'X' (FIRE RESISTANT) GYPSUM BOARD AND METAL

STUD, UL ASSEMBLY U419 OR EQUIVILANT. PARTITION THICKNESS TO MATCH

EXISTING ADJACENT.

NEW WORK LEGEND

EXISTING TO REMAIN

NEW WORK

MASONRY WALL CONSTRUCTION

GYPSUM BOARD ON METAL STUD CONSTRUCTION

1/2 HOUR RATING

1 HOUR RATING

2 HOUR RATING

SMOKE PARTITION

PRESUMED LOCATIONS OF FIRE RATINGS. REFER TO G-SERIES SHEETS FOR

ADDITIONAL INFORMATION.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N F

IL

E

N A

M E

F

IL

E N

U M

B E

R

KEY PLAN

A-1

A-2

B-1

B-2

E-1

E-2

D-1

D-2

C-2C-1

F

G

H

PLAN NORTH

A-120

S E

C O

N D

F L

O O

R P

L A

N

A R

E A

D -2

F O

R T

B E

N N

IN

G

G

E O

R G

IA

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

E O

R G

IA

R .F

U S

S N

E R

M H

A Y

N E

S

A H

A U

T M

A N

J K

O L S

H O

R N

A U

G U

S T

W H

N -2

-B

-4

READY TO ADVERTISE (RTA)

B U

IL

D

IN

G

H

E A

T

IN

G

V E

N T

IL

A

T

IO

N

A

IR

C

O N

D

IT

IO

N

IN

G

H

V A

C

R E

P A

IR

P

BLDG 3425

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

A1

SECOND FLOOR PLAN - AREA D-2

0 4' 8' 16'

1 NEW MECHANICAL EQUIPMENT ON NEW OR MODIFIED CONCRETE

HOUSEKEEPING PAD. (REFER 'M' DRAWINGS). SEE F8/S-501 FOR MAXIMUM

EQUIPMENT WEIGHT TABLE.

2 INFILL EXISTING FLOOR OPENINGS IN RATED CONCRETE FLOOR SYSTEM NOT

RE-USED AS A RESULT OF WORK ASSOCIATED WITH THE SCOPE OF WORK.

REFER TO STRUCTURAL DRAWING (S-501) FOR INFILL DETAIL.

3 AT NEW DUCT PENETRATION THRU RATED FLOOR SLAB, PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM BASED ON

PENETRATING ELEMENT TYPE AND SIZE. REFER TO MECHANICAL DRAWINGS

FOR DUCT INFORMATION.

4 EXISTING TPO ROOF MEMBRANE OVER RIGID INSULATION TO REMAIN. PATCH

AND REPAIR ROOF SYSTEM PER MANUFACTURER'S INSTRUCTIONS AND

RECOMMENDATIONS AT REQUIRED LOCATIONS AFTER REMOVAL OF EXISTING

ROOF TOP MECHANICAL EQUIPMENT AND ASSOCIATED PIPING OR CONDUIT, AS

WELL AS LOCATIONS OF DAMAGE DURING CONSTRUCTION. PROVIDE RIGID

INSULATION INFILL TO MATCH EXISTING AS REQUIRED. CONTRACTOR IS TO

PROTECT MEMBRANE THROUGHOUT CONSTRUCTION FROM DAMAGE.

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

1/2 1/21/2 1/2

/2

/2

1/2 1/21/2

S S

1/2 1/2

27 27

28 28

30 30

32 32

33 33

27x 27x

36 36

37 37

38 38

V.R

V.R

W.R

W.R

Y.R

Y.R

Z.R

Z.R

CC.R

CC.R

DD.R

DD.R

EE.R

EE.R

FF.R

FF.R

STAIR #14

D201

JANITOR

D202

RESTROOM

D203A

SHOWERS

D203B

SLEEPING BAY

D207

DRILL SGT

D208

TOILET

D209

SHOWER

D210

STAIR #13

D215

COMM

D216

ELECTRICAL

D218

MECHANICAL

D217A

/MATCHLINE - A1 A-122

/MATCHLINE - A1 A-120

A-502

A6

SIM

SLEEPING BAY

SECURE AREA

11' - 3" +/-

DRAWING SHEET NOTES

GENERAL SHEET NOTES

A. REFER TO SHEET A-001 FOR GENERAL DEMOLITION NOTES.

B. ALL FINISHES ARE EXISTING TO REMAIN UNO

C. CONTRACTOR IS TO ANTICIPATE WORK AT ALL THRU-WALL AND FLOOR

PENETRATIONS. EXISTING OPENINGS ARE TO BE USED WHERE POSSIBLE AND

INCREASE/DECREASE IN SIZE AS REQUIRED. PROVIDE NEW OPENINGS WHERE

EXISTING OPENINGS ARE NOT PRESENT. SIZE OF OPENING TO BE

DETERMINED BY PENETRATING ELEMENT, INCLUDING BUT NOT LIMITED TO

DUCT, PIPING, AND THEIR REQUIRED ACCESSORIES. COORDINATE OPENING

SIZE AND LOCATION USING MECHANICAL AND ELECTRICAL DRAWINGS.

D. ALL THRU-WALL PENETRATIONS AT RATED ASSEMBLIES ARE TO BE SEALED

TIGHT TO MAINTAIN CONTINUITY OF RATED PARTITION. PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM.

E. AT RATED PARITIONS, INFILL UN-USED OPENINGS LEFT BY DEMOLITION OF

EXISTING WORK USING TYPE 'X' (FIRE RESISTANT) GYPSUM BOARD AND METAL

STUD, UL ASSEMBLY U419 OR EQUIVILANT. PARTITION THICKNESS TO MATCH

EXISTING ADJACENT.

NEW WORK LEGEND

EXISTING TO REMAIN

NEW WORK

MASONRY WALL CONSTRUCTION

GYPSUM BOARD ON METAL STUD CONSTRUCTION

1/2 HOUR RATING

1 HOUR RATING

2 HOUR RATING

SMOKE PARTITION

PRESUMED LOCATIONS OF FIRE RATINGS. REFER TO G-SERIES SHEETS FOR

ADDITIONAL INFORMATION.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N F

IL

E

N A

M E

F

IL

E N

U M

B E

R

KEY PLAN

A-1

A-2

B-1

B-2

E-1

E-2

D-1

D-2

C-2C-1

F

G

H

PLAN NORTH

A-121

S E

C O

N D

F L

O O

R P

L A

N

A R

E A

D -1

F O

R T

B E

N N

IN

G

G

E O

R G

IA

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

E O

R G

IA

R .F

U S

S N

E R

M H

A Y

N E

S

A H

A U

T M

A N

J K

O L S

H O

R N

A U

G U

S T

W H

N -2

-B

-4

READY TO ADVERTISE (RTA)

B U

IL

D

IN

G

H

E A

T

IN

G

V E

N T

IL

A

T

IO

N

A

IR

C

O N

D

IT

IO

N

IN

G

H

V A

C

R E

P A

IR

P

BLDG 3425

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

A1

SECOND FLOOR PLAN - AREA D-1

0 4' 8' 16'

1 NEW MECHANICAL EQUIPMENT ON NEW OR MODIFIED CONCRETE

HOUSEKEEPING PAD. (REFER 'M' DRAWINGS). SEE F8/S-501 FOR MAXIMUM

EQUIPMENT WEIGHT TABLE.

2 INFILL EXISTING FLOOR OPENINGS IN RATED CONCRETE FLOOR SYSTEM NOT

RE-USED AS A RESULT OF WORK ASSOCIATED WITH THE SCOPE OF WORK.

REFER TO STRUCTURAL DRAWING (S-501) FOR INFILL DETAIL.

3 AT NEW DUCT PENETRATION THRU RATED FLOOR SLAB, PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM BASED ON

PENETRATING ELEMENT TYPE AND SIZE. REFER TO MECHANICAL DRAWINGS

FOR DUCT INFORMATION.

4 CONTRACTOR TO PROVIDE INDUSTRIAL WALL MOUNTED HOSE HOLDER.

COORDINATE WITH GOVERNMENT FOR LENGTH OF HOSE REQUIRED TO BE

STORED.

5 NEW GALVANIZED CURB COPING FULL LENGTH OF ROOF CURB.

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

1/2 1/21/2 1/2

/2

/2

1/2 1/21/2 S S

1/2 1/2

12 12

13 13

14 14

15 15

16 16

17 17

19 19

21x 21x

22 22

23 23

24 24

25 25

26 26

V.R

V.R

W.R

W.R

Y.R

Y.R

Z.R

Z.R

CC.R

CC.R

DD.R

DD.R

EE.R

EE.R

FF.R

FF.R

STAIR #15

E206

JANITOR

E205

RESTROOM

E204A

SHOWERS

E204B

SLEEPING BAY

E211

DRILL SGT

E212

TOILET

E213

SHOWER

E214

STAIR #16

E215

COMM

E216

ELECTRICAL

E218

MECHANICAL

E217B

MECHANICAL

E219

21 21

/MATCHLINE - A1 A-123

/MATCHLINE - A1 A-121

/MATCHLINE - A1 A-123

A-502

A6

SIM

SLEEPING BAY

SECURE AREA

11' - 3" +/-

/- 5

2 3

DRAWING SHEET NOTES

GENERAL SHEET NOTES

A. REFER TO SHEET A-001 FOR GENERAL DEMOLITION NOTES.

B. ALL FINISHES ARE EXISTING TO REMAIN UNO

C. CONTRACTOR IS TO ANTICIPATE WORK AT ALL THRU-WALL AND FLOOR

PENETRATIONS. EXISTING OPENINGS ARE TO BE USED WHERE POSSIBLE AND

INCREASE/DECREASE IN SIZE AS REQUIRED. PROVIDE NEW OPENINGS WHERE

EXISTING OPENINGS ARE NOT PRESENT. SIZE OF OPENING TO BE

DETERMINED BY PENETRATING ELEMENT, INCLUDING BUT NOT LIMITED TO

DUCT, PIPING, AND THEIR REQUIRED ACCESSORIES. COORDINATE OPENING

SIZE AND LOCATION USING MECHANICAL AND ELECTRICAL DRAWINGS.

D. ALL THRU-WALL PENETRATIONS AT RATED ASSEMBLIES ARE TO BE SEALED

TIGHT TO MAINTAIN CONTINUITY OF RATED PARTITION. PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM.

E. AT RATED PARITIONS, INFILL UN-USED OPENINGS LEFT BY DEMOLITION OF

EXISTING WORK USING TYPE 'X' (FIRE RESISTANT) GYPSUM BOARD AND METAL

STUD, UL ASSEMBLY U419 OR EQUIVILANT. PARTITION THICKNESS TO MATCH

EXISTING ADJACENT.

NEW WORK LEGEND

EXISTING TO REMAIN

NEW WORK

MASONRY WALL CONSTRUCTION

GYPSUM BOARD ON METAL STUD CONSTRUCTION

1/2 HOUR RATING

1 HOUR RATING

2 HOUR RATING

SMOKE PARTITION

PRESUMED LOCATIONS OF FIRE RATINGS. REFER TO G-SERIES SHEETS FOR

ADDITIONAL INFORMATION.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N F

IL

E

N A

M E

F

IL

E N

U M

B E

R

KEY PLAN

A-1

A-2

B-1

B-2

E-1

E-2

D-1

D-2

C-2C-1

F

G

H

PLAN NORTH

A-122

S E

C O

N D

F L

O O

R P

L A

N

A R

E A

E -2

F O

R T

B E

N N

IN

G

G

E O

R G

IA

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

E O

R G

IA

R .F

U S

S N

E R

M H

A Y

N E

S

A H

A U

T M

A N

J K

O L S

H O

R N

A U

G U

S T

W H

N -2

-B

-4

READY TO ADVERTISE (RTA)

B U

IL

D

IN

G

H

E A

T

IN

G

V E

N T

IL

A

T

IO

N

A

IR

C

O N

D

IT

IO

N

IN

G

H

V A

C

R E

P A

IR

P

BLDG 3425

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

A1

SECOND FLOOR PLAN - AREA E-2

0 4' 8' 16'

1 NEW MECHANICAL EQUIPMENT ON NEW OR MODIFIED CONCRETE

HOUSEKEEPING PAD. (REFER 'M' DRAWINGS). SEE F8/S-501 FOR MAXIMUM

EQUIPMENT WEIGHT TABLE.

2 INFILL EXISTING FLOOR OPENINGS IN RATED CONCRETE FLOOR SYSTEM NOT

RE-USED AS A RESULT OF WORK ASSOCIATED WITH THE SCOPE OF WORK.

REFER TO STRUCTURAL DRAWING (S-501) FOR INFILL DETAIL.

3 AT NEW DUCT PENETRATION THRU RATED FLOOR SLAB, PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM BASED ON

PENETRATING ELEMENT TYPE AND SIZE. REFER TO MECHANICAL DRAWINGS

FOR DUCT INFORMATION.

4 CONTRACTOR TO PROVIDE INDUSTRIAL WALL MOUNTED HOSE HOLDER.

COORDINATE WITH GOVERNMENT FOR LENGTH OF HOSE REQUIRED TO BE

STORED.

5 NEW GALVANIZED CURB COPING FULL LENGTH OF ROOF CURB.

6 EXISTING 10'-0"W x 8'-0"T OVERHEAD ACCESS DOOR AT SECOND FLOOR TO

REMAIN.

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

/2

1/2 1/21/2

S S

1/2 1/2

1 1

2 2

3 3

4 4

5 5

6 6

7 7

8 8

10 10

V.R

V.R

W.R

W.R

Y.R

Y.R

Z.R

Z.R

CC.R

CC.R

DD.R

DD.R

EE.R

EE.R

FF.R

FF.R

STAIR #17

E201

JANITOR

E202

RESTROOM

E203A

SHOWERS

E203B

SLEEPING BAY

E207

DRILL SGT

E208

TOILET

E209

SHOWER

E210

STAIR #16

E215

COMM

E216

MECHANICAL

E217A

ELECTRICAL

E218

ELECTRICAL

E220

GROOMING

E221

TOILET

E221A

TOILET

E221B

SHOWER /

LOCKERS

E221C

0.5 0.5

/MATCHLINE - A1 A-122

M

A T

C H

L

IN

E

A

A -1

/MATCHLINE - A1 A-122

A-502

A6

SIM

SLEEPING BAY

SECURE AREA

11' - 3" +/-

DRAWING SHEET NOTES

GENERAL SHEET NOTES

A. REFER TO SHEET A-001 FOR GENERAL DEMOLITION NOTES.

B. ALL FINISHES ARE EXISTING TO REMAIN UNO

C. CONTRACTOR IS TO ANTICIPATE WORK AT ALL THRU-WALL AND FLOOR

PENETRATIONS. EXISTING OPENINGS ARE TO BE USED WHERE POSSIBLE AND

INCREASE/DECREASE IN SIZE AS REQUIRED. PROVIDE NEW OPENINGS WHERE

EXISTING OPENINGS ARE NOT PRESENT. SIZE OF OPENING TO BE

DETERMINED BY PENETRATING ELEMENT, INCLUDING BUT NOT LIMITED TO

DUCT, PIPING, AND THEIR REQUIRED ACCESSORIES. COORDINATE OPENING

SIZE AND LOCATION USING MECHANICAL AND ELECTRICAL DRAWINGS.

D. ALL THRU-WALL PENETRATIONS AT RATED ASSEMBLIES ARE TO BE SEALED

TIGHT TO MAINTAIN CONTINUITY OF RATED PARTITION. PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM.

E. AT RATED PARITIONS, INFILL UN-USED OPENINGS LEFT BY DEMOLITION OF

EXISTING WORK USING TYPE 'X' (FIRE RESISTANT) GYPSUM BOARD AND METAL

STUD, UL ASSEMBLY U419 OR EQUIVILANT. PARTITION THICKNESS TO MATCH

EXISTING ADJACENT.

NEW WORK LEGEND

EXISTING TO REMAIN

NEW WORK

MASONRY WALL CONSTRUCTION

GYPSUM BOARD ON METAL STUD CONSTRUCTION

1/2 HOUR RATING

1 HOUR RATING

2 HOUR RATING

SMOKE PARTITION

PRESUMED LOCATIONS OF FIRE RATINGS. REFER TO G-SERIES SHEETS FOR

ADDITIONAL INFORMATION.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N F

IL

E

N A

M E

F

IL

E N

U M

B E

R

KEY PLAN

A-1

A-2

B-1

B-2

E-1

E-2

D-1

D-2

C-2C-1

F

G

H

PLAN NORTH

A-123

S E

C O

N D

F L

O O

R P

L A

N

A R

E A

E -1

F O

R T

B E

N N

IN

G

G

E O

R G

IA

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

E O

R G

IA

R .F

U S

S N

E R

M H

A Y

N E

S

A H

A U

T M

A N

J K

O L S

H O

R N

A U

G U

S T

W H

N -2

-B

-4

READY TO ADVERTISE (RTA)

B U

IL

D

IN

G

H

E A

T

IN

G

V E

N T

IL

A

T

IO

N

A

IR

C

O N

D

IT

IO

N

IN

G

H

V A

C

R E

P A

IR

P

BLDG 3425

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

A1

SECOND FLOOR PLAN - AREA E-1

0 4' 8' 16'

1 NEW MECHANICAL EQUIPMENT ON NEW OR MODIFIED CONCRETE

HOUSEKEEPING PAD. (REFER 'M' DRAWINGS). SEE F8/S-501 FOR MAXIMUM

EQUIPMENT WEIGHT TABLE.

2 INFILL EXISTING FLOOR OPENINGS IN RATED CONCRETE FLOOR SYSTEM NOT

RE-USED AS A RESULT OF WORK ASSOCIATED WITH THE SCOPE OF WORK.

REFER TO STRUCTURAL DRAWING (S-501) FOR INFILL DETAIL.

3 AT NEW DUCT PENETRATION THRU RATED FLOOR SLAB, PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM BASED ON

PENETRATING ELEMENT TYPE AND SIZE. REFER TO MECHANICAL DRAWINGS

FOR DUCT INFORMATION.

4 EXISTING ROOF FRAMING MEMBERS (OPEN WEB STEEL JOISTS OR STEEL

BEAMS - V.I.F., TO REMAIN) FOR SUPPORT OF NEW ROOF TOP MECHANICAL

EQUIPMENT. SEE DETAIL C5/S-501 FOR WEB REINFORCEMENT REQUIREMENTS

AT EXISTING JOISTS AND A5/S-501 FOR SUPPORT DETAIL BELOW MECHANICAL

EQUIPMENT CURB.

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

1/2

1/2 1/2

1/2

S S

1/2 1/2

13 13

14 14

15 15

16 16

19 19

22 22

23 23

24 24

26 26

C.L

C.LD.L

D.L

F.L

F.L

J.L

J.L

K.L

K.L

M.L

M.L

Px.L

Px.L

U.L

U.L

W.L

W.L

S.L

S.L C.R

C.R D.R

D.R

F.R

F.R

J.R

J.R

K.R

K.R

M.R

M.R

U.R

U.R

W.R

W.R

Px.R

Px.R

S.R

S.R

/MATCHLINE - A1 A-126 /MATCHLINE - A1 A-126

/MATCHLINE - A1 A-115 /MATCHLINE - A1 A-122

/MATCHLINE - A1 A-123/MATCHLINE - A1 A-114

/MATCHLINE - A1 A-124

VIF

5' - 9"

VIF

5' - 9"

VIF

5' - 9" VIF

5' - 9"

VIF

5' - 9"

VIF

18' - 4"

A4

A-501

TYP

A4

A-501

SIM

OPEN AIR

HALLWAY

DRAWING SHEET NOTES

GENERAL SHEET NOTES

A. REFER TO SHEET A-001 FOR GENERAL DEMOLITION NOTES.

B. ALL FINISHES ARE EXISTING TO REMAIN UNO

C. CONTRACTOR IS TO ANTICIPATE WORK AT ALL THRU-WALL AND FLOOR

PENETRATIONS. EXISTING OPENINGS ARE TO BE USED WHERE POSSIBLE AND

INCREASE/DECREASE IN SIZE AS REQUIRED. PROVIDE NEW OPENINGS WHERE

EXISTING OPENINGS ARE NOT PRESENT. SIZE OF OPENING TO BE

DETERMINED BY PENETRATING ELEMENT, INCLUDING BUT NOT LIMITED TO

DUCT, PIPING, AND THEIR REQUIRED ACCESSORIES. COORDINATE OPENING

SIZE AND LOCATION USING MECHANICAL AND ELECTRICAL DRAWINGS.

D. ALL THRU-WALL PENETRATIONS AT RATED ASSEMBLIES ARE TO BE SEALED

TIGHT TO MAINTAIN CONTINUITY OF RATED PARTITION. PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM.

E. AT RATED PARITIONS, INFILL UN-USED OPENINGS LEFT BY DEMOLITION OF

EXISTING WORK USING TYPE 'X' (FIRE RESISTANT) GYPSUM BOARD AND METAL

STUD, UL ASSEMBLY U419 OR EQUIVILANT. PARTITION THICKNESS TO MATCH

EXISTING ADJACENT.

NEW WORK LEGEND

EXISTING TO REMAIN

NEW WORK

MASONRY WALL CONSTRUCTION

GYPSUM BOARD ON METAL STUD CONSTRUCTION

1/2 HOUR RATING

1 HOUR RATING

2 HOUR RATING

SMOKE PARTITION

PRESUMED LOCATIONS OF FIRE RATINGS. REFER TO G-SERIES SHEETS FOR

ADDITIONAL INFORMATION.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N F

IL

E

N A

M E

F

IL

E N

U M

B E

R

KEY PLAN

A-1

A-2

B-1

B-2

E-1

E-2

D-1

D-2

C-2C-1

F

G

H

PLAN NORTH

A-125

R O

O F

P L

A N

A

R E

A G

F O

R T

B E

N N

IN

G

G

E O

R G

IA

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

E O

R G

IA

R .F

U S

S N

E R

M H

A Y

N E

S

A H

A U

T M

A N

J K

O L S

H O

R N

A U

G U

S T

W H

N -2

-B

-4

READY TO ADVERTISE (RTA)

B U

IL

D

IN

G

H

E A

T

IN

G

V E

N T

IL

A

T

IO

N

A

IR

C

O N

D

IT

IO

N

IN

G

H

V A

C

R E

P A

IR

P

BLDG 3425

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

A1

ROOF PLAN - AREA G

0 4' 8' 16'

1 EXISTING TPO ROOF MEMBRANE OVER RIGID INSULATION TO REMAIN. PATCH

AND REPAIR ROOF SYSTEM PER MANUFACTURER'S INSTRUCTIONS AND

RECOMMENDATIONS AT REQUIRED LOCATIONS AFTER REMOVAL OF EXISTING

ROOF TOP MECHANICAL EQUIPMENT AND ASSOCIATED PIPING OR CONDUIT, AS

WELL AS LOCATIONS OF DAMAGE DURING CONSTRUCTION. PROVIDE RIGID

INSULATION INFILL TO MATCH EXISTING AS REQUIRED. CONTRACTOR IS TO

PROTECT MEMBRANE THROUGHOUT CONSTRUCTION FROM DAMAGE.

2 NEW MECHANICAL EQUIPMENT ON NEW OR MODIFIED CONCRETE

HOUSEKEEPING PAD. (REFER 'M' DRAWINGS). SEE F8/S-501 FOR MAXIMUM

EQUIPMENT WEIGHT TABLE.

3 NEW MECHANICAL EQUIPMENT ON MODIFIED EXISTING ROOF CURB. REFER TO

'M' DRAWINGS FOR NEW EQUIPMENT INFORMATION AND REFER TO

STRUCTURAL DRAWING (S-501) FOR EQUIPMENT SUPPORT DETAIL AND DETAIL

F8/S-501 FOR MAXIMUM EQUIPMENT WEIGHT TABLE.

4 NEW GALVANIZED CURB COPING FULL LENGTH OF ROOF CURB.

5 EXISTING ROOF FRAMING MEMBERS (OPEN WEB STEEL JOISTS OR STEEL

BEAMS - V.I.F., TO REMAIN) FOR SUPPORT OF NEW ROOF TOP MECHANICAL

EQUIPMENT. SEE DETAIL C5/S-501 FOR WEB REINFORCEMENT REQUIREMENTS

AT EXISTING JOISTS AND A5/S-501 FOR SUPPORT DETAIL BELOW MECHANICAL

EQUIPMENT CURB.

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

1/2

/2

/2

/2

/2

1/2

1/2

1/2

S S

1/2 1/2

27 27

31 31

27x 27x

35 35

36 36

39 39

41 41

42 42

43 43

45 45

C.L

C.LD.L

D.L

F.L

F.L

J.L

J.L

K.L

K.L

M.L

M.L

Px.L

Px.L

U.L

U.L

W.L

W.L

S.L

S.L C.R

C.R D.R

D.R

F.R

F.R

J.R

J.R

K.R

K.R

M.R

M.R

U.R

U.R

W.R

W.R

Px.R

Px.R

S.R

S.R

/MATCHLINE - A1 A-125 /MATCHLINE - A1 A-125

M

A T

C H

L

IN

E

A

A -1

M

A T

C H

L

IN

E

A

A -1

/MATCHLINE - A1 A-118 /MATCHLINE - A1 A-119

M

A T

C H

L

IN

E

A

A -1

M

A T

C H

L

IN

E

A

A -1

3 3

18' - 4" VIF

VIF

5' - 9"

VIF

5' - 9"

VIF

5' - 9" VIF

5' - 9"

A4

A-501

SIM

A4

A-501

SIM

TYP

4 4

SLEEPING BAY

SECURE AREA

SLEEPING BAY

SECURE AREA

5 5

11' - 10" +/- 11' - 8" +/-

DRAWING SHEET NOTES

GENERAL SHEET NOTES

A. REFER TO SHEET A-001 FOR GENERAL DEMOLITION NOTES.

B. ALL FINISHES ARE EXISTING TO REMAIN UNO

C. CONTRACTOR IS TO ANTICIPATE WORK AT ALL THRU-WALL AND FLOOR

PENETRATIONS. EXISTING OPENINGS ARE TO BE USED WHERE POSSIBLE AND

INCREASE/DECREASE IN SIZE AS REQUIRED. PROVIDE NEW OPENINGS WHERE

EXISTING OPENINGS ARE NOT PRESENT. SIZE OF OPENING TO BE

DETERMINED BY PENETRATING ELEMENT, INCLUDING BUT NOT LIMITED TO

DUCT, PIPING, AND THEIR REQUIRED ACCESSORIES. COORDINATE OPENING

SIZE AND LOCATION USING MECHANICAL AND ELECTRICAL DRAWINGS.

D. ALL THRU-WALL PENETRATIONS AT RATED ASSEMBLIES ARE TO BE SEALED

TIGHT TO MAINTAIN CONTINUITY OF RATED PARTITION. PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM.

E. AT RATED PARITIONS, INFILL UN-USED OPENINGS LEFT BY DEMOLITION OF

EXISTING WORK USING TYPE 'X' (FIRE RESISTANT) GYPSUM BOARD AND METAL

STUD, UL ASSEMBLY U419 OR EQUIVILANT. PARTITION THICKNESS TO MATCH

EXISTING ADJACENT.

NEW WORK LEGEND

EXISTING TO REMAIN

NEW WORK

MASONRY WALL CONSTRUCTION

GYPSUM BOARD ON METAL STUD CONSTRUCTION

1/2 HOUR RATING

1 HOUR RATING

2 HOUR RATING

SMOKE PARTITION

PRESUMED LOCATIONS OF FIRE RATINGS. REFER TO G-SERIES SHEETS FOR

ADDITIONAL INFORMATION.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N F

IL

E

N A

M E

F

IL

E N

U M

B E

R

KEY PLAN

A-1

A-2

B-1

B-2

E-1

E-2

D-1

D-2

C-2C-1

F

G

H

PLAN NORTH

A-126

R O

O F

P L

A N

A

R E

A H

F O

R T

B E

N N

IN

G

G

E O

R G

IA

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

E O

R G

IA

R .F

U S

S N

E R

M H

A Y

N E

S

A H

A U

T M

A N

J K

O L S

H O

R N

A U

G U

S T

W H

N -2

-B

-4

READY TO ADVERTISE (RTA)

B U

IL

D

IN

G

H

E A

T

IN

G

V E

N T

IL

A

T

IO

N

A

IR

C

O N

D

IT

IO

N

IN

G

H

V A

C

R E

P A

IR

P

BLDG 3425

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

A1

ROOF PLAN - AREA H

0 4' 8' 16'

1 EXISTING TPO ROOF MEMBRANE OVER RIGID INSULATION TO REMAIN. PATCH

AND REPAIR ROOF SYSTEM PER MANUFACTURER'S INSTRUCTIONS AND

RECOMMENDATIONS AT REQUIRED LOCATIONS AFTER REMOVAL OF EXISTING

ROOF TOP MECHANICAL EQUIPMENT AND ASSOCIATED PIPING OR CONDUIT, AS

WELL AS LOCATIONS OF DAMAGE DURING CONSTRUCTION. PROVIDE RIGID

INSULATION INFILL TO MATCH EXISTING AS REQUIRED. CONTRACTOR IS TO

PROTECT MEMBRANE THROUGHOUT CONSTRUCTION FROM DAMAGE.

2 NEW MECHANICAL EQUIPMENT ON NEW OR MODIFIED CONCRETE

HOUSEKEEPING PAD. (REFER 'M' DRAWINGS). SEE F8/S-501 FOR MAXIMUM

EQUIPMENT WEIGHT TABLE.

3 NEW MECHANICAL EQUIPMENT ON MODIFIED EXISTING ROOF CURB. REFER TO

'M' DRAWINGS FOR NEW EQUIPMENT INFORMATION AND REFER TO

STRUCTURAL DRAWING (S-501) FOR EQUIPMENT SUPPORT DETAIL AND DETAIL

F8/S-501 FOR MAXIMUM EQUIPMENT WEIGHT TABLE.

4 NEW GALVANIZED CURB COPING FULL LENGTH OF ROOF CURB.

5 EXISTING ROOF FRAMING MEMBERS (OPEN WEB STEEL JOISTS OR STEEL

BEAMS - V.I.F., TO REMAIN) FOR SUPPORT OF NEW ROOF TOP MECHANICAL

EQUIPMENT. SEE DETAIL C5/S-501 FOR WEB REINFORCEMENT REQUIREMENTS

AT EXISTING JOISTS AND A5/S-501 FOR SUPPORT DETAIL BELOW MECHANICAL

EQUIPMENT CURB.

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

/2

1/2 1/21/2

S S

1/2 1/2

1 1

2 2

3 3

4 4

5 5

6 6

7 7

8 8

10 10

V.L

V.L

W.L

W.L

Y.L

Y.L

Z.L

Z.L

CC.L

CC.L

DD.L

DD.L

EE.L

EE.L

FF.L

FF.L

STAIR #3

A301

JANITOR

A302

RESTROOM

A303A

SHOWERS

A303B

SLEEPING BAY

A307

DRILL SGT

A308

TOILET

A309

SHOWER

A310

STAIR #4

A315

MECHANICAL

A317A

ELECTRICAL

A318

0.5 0.5

/MATCHLINE - A1 A-128

M

A T

C H

L

IN

E

A

A -1

/MATCHLINE - A1 A-128

A-502

A6

SIM

SLEEPING BAY

SECURE AREA

11' - 3" +/-

DRAWING SHEET NOTES

GENERAL SHEET NOTES

A. REFER TO SHEET A-001 FOR GENERAL DEMOLITION NOTES.

B. ALL FINISHES ARE EXISTING TO REMAIN UNO

C. CONTRACTOR IS TO ANTICIPATE WORK AT ALL THRU-WALL AND FLOOR

PENETRATIONS. EXISTING OPENINGS ARE TO BE USED WHERE POSSIBLE AND

INCREASE/DECREASE IN SIZE AS REQUIRED. PROVIDE NEW OPENINGS WHERE

EXISTING OPENINGS ARE NOT PRESENT. SIZE OF OPENING TO BE

DETERMINED BY PENETRATING ELEMENT, INCLUDING BUT NOT LIMITED TO

DUCT, PIPING, AND THEIR REQUIRED ACCESSORIES. COORDINATE OPENING

SIZE AND LOCATION USING MECHANICAL AND ELECTRICAL DRAWINGS.

D. ALL THRU-WALL PENETRATIONS AT RATED ASSEMBLIES ARE TO BE SEALED

TIGHT TO MAINTAIN CONTINUITY OF RATED PARTITION. PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM.

E. AT RATED PARITIONS, INFILL UN-USED OPENINGS LEFT BY DEMOLITION OF

EXISTING WORK USING TYPE 'X' (FIRE RESISTANT) GYPSUM BOARD AND METAL

STUD, UL ASSEMBLY U419 OR EQUIVILANT. PARTITION THICKNESS TO MATCH

EXISTING ADJACENT.

NEW WORK LEGEND

EXISTING TO REMAIN

NEW WORK

MASONRY WALL CONSTRUCTION

GYPSUM BOARD ON METAL STUD CONSTRUCTION

1/2 HOUR RATING

1 HOUR RATING

2 HOUR RATING

SMOKE PARTITION

PRESUMED LOCATIONS OF FIRE RATINGS. REFER TO G-SERIES SHEETS FOR

ADDITIONAL INFORMATION.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N F

IL

E

N A

M E

F

IL

E N

U M

B E

R

KEY PLAN

A-1

A-2

B-1

B-2

E-1

E-2

D-1

D-2

C-2C-1

F

G

H

PLAN NORTH

A-127

T H

IR

D

F L

O O

R P

L A

N

A R

E A

A -1

F O

R T

B E

N N

IN

G

G

E O

R G

IA

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

E O

R G

IA

R .F

U S

S N

E R

M H

A Y

N E

S

A H

A U

T M

A N

J K

O L S

H O

R N

A U

G U

S T

W H

N -2

-B

-4

READY TO ADVERTISE (RTA)

B U

IL

D

IN

G

H

E A

T

IN

G

V E

N T

IL

A

T

IO

N

A

IR

C

O N

D

IT

IO

N

IN

G

H

V A

C

R E

P A

IR

P

BLDG 3425

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

A1

THIRD FLOOR PLAN - AREA A-1

0 4' 8' 16'

1 NEW MECHANICAL EQUIPMENT ON NEW OR MODIFIED CONCRETE

HOUSEKEEPING PAD. (REFER 'M' DRAWINGS). SEE F8/S-501 FOR MAXIMUM

EQUIPMENT WEIGHT TABLE.

2 INFILL EXISTING FLOOR OPENINGS IN RATED CONCRETE FLOOR SYSTEM NOT

RE-USED AS A RESULT OF WORK ASSOCIATED WITH THE SCOPE OF WORK.

REFER TO STRUCTURAL DRAWING (S-501) FOR INFILL DETAIL.

3 AT NEW DUCT PENETRATION THRU RATED FLOOR SLAB, PROVIDE

APPROPRIATE THRU PENETRATION FIRESTOPPING SYSTEM BASED ON

PENETRATING ELEMENT TYPE AND SIZE.