B.08 - Solicitation - W912HN22B4003 - Drawings-Volume 1-AMD 2.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 TYPICAL FOR ALL JOISTS

SUPPORTING LOAD FROM TOP OR BOTTOM

CHORD BETWEEN PANEL POINTS. VERIFY

LOCATION & LOADS W/ MECHANICAL AND

ARCHITECTURAL DRAWINGS. 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)

NEW CHANNEL C8x11.5 OR ANGLE FRAME L6x3 1/2x5/16 (LLV) TURNED

DOWN TO FORM

PERIMETER OF OPNG.

NEW 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. 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 FRAME

NOT PRESENT, PROVIDE NEW

L4x4x3/8 SUPPORT ANGLES.

CENTER BELOW CURB & SPAN

BETWEEN EXIST. JOISTS/BEAMS.

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

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T O

T /E

X

IS

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B

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)

EXIST. ROOF JOIST

OR BEAM - TO REMAIN

(JOIST AS SHOWN).

COORD. SUPPORT

CONDITION IN FIELD.

NEW L4x4x1/4

FRAME AROUND

NEW OPNG.

NOTE:

1. CONNECTIONS SHALL BE SHOP

AND/OR FIELD WELDED

2. COORDINATE OPENING SIZE AND

LOCATION w/ ARCHITECTURAL &

MECHANICAL DRAWINGS.

3. NEW DECK INFILL SHALL LAP

EXISTING DECK (TO REMAIN) - 6" (MIN.)

3/16

WELD TO

STRUCTURAL

SUPPORT

DWGS. FOR DIMS

NEW ROOF PENETRATION

REFER TO MECH.

EXIST. ROOF DECK

TO REMAIN. COORD.

w/ ARCH. DWGS. ON

REMOVAL EXTENTS

AROUND NEW OPNG.

EXIST. ROOF DECK

TO REMAIN. COORD.

w/ ARCH. DWGS. ON

REMOVAL EXTENTS

AROUND NEW OPNG.

US Army Corps of Engineers ®

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BLDG 3405

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

MECHANICAL EQUIPMENT WEIGHT (MAXIMUM)

SCALE: 1" = 1'-0"

C8

NEW ROOF PENETRATION FRAMING DETAILS

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

P.L

P.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

P.R

P.R

S.R

S.R

/MATCHLINE - A1 AD126 /MATCHLINE - A1 AD126

/MATCHLINE - A1 AD115 /MATCHLINE - A1 AD122

/MATCHLINE - A1 AD123/MATCHLINE - A1 AD114

/MATCHLINE - A1 AD124

OPEN AIR

HALLWAY

2' - 7" +/-

2' - 7" +/-

2' - 7" +/-

2' - 7" +/-

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.

DEMOLITION LEGEND

EXISTING TO REMAIN

WORK TO BE REMOVED

MASONRY WALL CONSTRUCTION

GYPSUM BOARD ON METAL STUD CONSTRUCTION

US Army Corps of Engineers ®

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C-2C-1

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PLAN NORTH

AD125

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BLDG 3405

0 4' 8' 16'

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

A1

ROOF DEMOLITION PLAN - AREA G

1 EXISTING LOUVER TO BE REMOVED.

2 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.

3 EXISTING MECHANICAL EQUIPMENT CURB TO REMAIN. CONTRACTOR TO

REMOVE METAL COPING ALONG LENGTH OF CURB AND VERIFY CONDITION AND

CONSTRUCTION OF CURB (ASSUMED WOOD 2x). NOTIFY CONTRACTING

OFFICER IF ROT IS OCCURRING OR CONSTRUCTION TYPE DIFFERS PRIOR TO

SUPPORT INSTALL.

4 AREA OF EXISTING TPO MEMBRANE ROOFING SYSTEM AND METAL DECKING TO

BE REMOVED FOR NEW EQUIPMENT ROOF PENETRATION. COORDIANTE

LOCATION TO AVOID MAJOR STRUCTURAL ELEMENTS. COORDINATE SIZE OF

OPENING WITH NEW CURB REQUIREMENTS (REFER 'M' DRAWINGS) AND

REQUIREMENTS FOR NEW OPENING REINFORCEMENT (REFER C8/S-501).

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09/14/2022

EXP: 12/31/2023

12 12

13 13

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15 15

16 16

17 17

19 19

21 21

22 22

23 23

24 24

25 25

26 26

M.L

M.L

P.L

P.L

U.L

U.L

V.L

V.L

W.L

W.L

Y.L

Y.L

Z.L

Z.L

BB.L

BB.L

CC.L

CC.L

DD.L

DD.L

EE.L

EE.L

FF.L

FF.L

S.L

S.L

17' - 10" 90' - 3" 19' - 5"

127' - 6"

STAIR #5

A106

LUGGAGE

A105A

LAUNDRY

A105

MECHANICAL

A104

STORAGE

A112

RECEPTION

A113

CORRIDOR

A114

MEN

A115

WOMEN

A116

CQ

A117

C O

R R

ID

O

R

A

1ST SGT

A119

CO OPS

COMMANDER

A120

STORAGE

A121

VESTIBULE

G101

OPS SGT

A123

CORRIDOR

G104

CORRIDOR

G105

CORRIDOR

G106

WOMEN

H102

STORAGE

H122

CORRIDOR

A122

1/MATCHLINE - A1 AD150

/MATCHLINE - A1 AD152

/MATCHLINE - A1 AD161

/MATCHLINE - A1 AD162

/MATCHLINE - A1 AD150

1 1

3' - 11"

7' - 6"

MEN

B115

WOMEN

B116

CORRIDOR

G102

OUTDOOR TRAINING AREA

4' - 0"

MEN

G108

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 ®

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AD151

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BLDG 3405

0 4' 8' 16'

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

A1

FIRST FLOOR CEILING DEMOLITION PLAN - AREA A-2

1 REMOVE EXISTING GYP. BOARD CEILINGS IN AREA SHOWN TO COMPLETE

INSTALLATION AND RELOCATION OF DUCTWORK AND DEVICES. COORDINATE

DEVICE REQUIREMENTS WITHIN THIS AREA WITH OTHER DISCIPLINES.

REMOVAL SHALL INCLUDE ALL HANGERS, HARDWARE AND ALL RELATED

ACCESSORIES.

2 REMOVE EXISTING CEILING ACCESS PANEL AND SALVAGE FOR REUSE.

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

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

14 14

15 15

16 16

17 17

19 19

21 21

22 22

23 23

24 24

25 25

26 26

M.R

M.R

U.R

U.R

V.R

V.R

W.R

W.R

Y.R

Y.R

Z.R

Z.R

BB.R

BB.R

CC.R

CC.R

DD.R

DD.R

EE.R

EE.R

FF.R

FF.R

P.R

P.R

S.R

S.R

STAIR #15

E132

LUGGAGE

E105A

LAUNDRY

E131

MECHANICAL

E130

STORAGE

E138

RECEPTION

E139

CORRIDOR

E140

MEN

E141

WOMEN

E142

CQ

E143

C O

R R

ID

O

R

E

1ST SGT

E119

CO OPS

COMMANDER

E120

STORAGE

E121

VESTIBULE

G103

OPS SGT

E123

CORRIDOR

G111

CORRIDOR

G112

CORRIDOR

G113

ELECTRICAL

G114

MEN

G115

STORAGE

G117

WOMEN

H110

STORAGE

H129

/MATCHLINE - A1 AD159

/MATCHLINE - A1 AD157

/MATCHLINE - A1 AD161

/MATCHLINE - A1 AD162

/MATCHLINE - A1 AD159

17' - 10"90' - 3"19' - 5"

127' - 6"

7' - 6"

WOMEN

D116

MEN

D115

3' - 11"

OUTDOOR TRAINING AREA

3' - 7"

4' - 0"

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

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

AD158

F

IR

S T

F L

O O

R C

E

IL

IN

G

D E

M O

L

IT

IO

N

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 3405

0 4' 8' 16'

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

A1

FIRST FLOOR CEILING DEMOLITION PLAN - AREA E-2

1 REMOVE EXISTING GYP. BOARD CEILINGS IN AREA SHOWN TO COMPLETE

INSTALLATION AND RELOCATION OF DUCTWORK AND DEVICES. COORDINATE

DEVICE REQUIREMENTS WITHIN THIS AREA WITH OTHER DISCIPLINES.

REMOVAL SHALL INCLUDE ALL HANGERS, HARDWARE AND ALL RELATED

ACCESSORIES.

2 REMOVE EXISTING CEILING ACCESS PANEL AND SALVAGE FOR REUSE.

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

R

E V

IS

E

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O R

D A

N C

E W

IT

H

A M

E N

D M

E N

T

/1

/2

13 13

14 14

16 16

19 19

22 22

23 23

C.L

C.LD.L

D.L

F.L

F.L

J.L

J.L

K.L

K.L

M.L

M.L

P.L

P.L

U.L

U.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

P.R

P.R

S.R

S.R

OPS SGT

A123

CORRIDOR

G102

OPS SGT

E123

CORRIDOR

G104

CORRIDOR

G105

CORRIDOR

G106

ELECTRICAL

G107

MEN

G108

STORAGE

G110

CORRIDOR

G111

CORRIDOR

G112

CORRIDOR

G113

ELECTRICAL

G114

MEN

G115

STORAGE

G117

CLASSROOM

G118

CLASSROOM

G121

/MATCHLINE - A1 AD162 /MATCHLINE - A1 AD162

/MATCHLINE - A1 AD151 /MATCHLINE - A1 AD158

/MATCHLINE - A1 AD159/MATCHLINE - A1 AD150

/MATCHLINE - A1 AD160

3 3

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

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

AD161

F

IR

S T

F L

O O

R C

E

IL

IN

G

D E

M O

L

IT

IO

N

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 3405

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

A1

FIRST FLOOR CEILING DEMOLITION PLAN - AREA G

0 4' 8' 16'

1 REMOVE EXISTING GYP. BOARD CEILINGS IN AREA SHOWN TO COMPLETE

INSTALLATION AND RELOCATION OF DUCTWORK AND DEVICES. COORDINATE

DEVICE REQUIREMENTS WITHIN THIS AREA WITH OTHER DISCIPLINES.

REMOVAL SHALL INCLUDE ALL HANGERS, HARDWARE AND ALL RELATED

ACCESSORIES.

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

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

ACOUSTICAL CEILING TILE AND GRID AS REQUIRED TO PERFORM HVAC WORK

ABOVE. WATER DAMAGED CEILING TILE AT EXISTING FPV LOCATIONS ARE TO

BE DISCARDED. COORDINATE EXISTING FPV LOCATIONS AND EXTENTS OF

ADDITIONAL HVAC WORK WITH MECHANICAL DRAWINGS.

4 REMOVE EXISTING CEILING ACCESS PANEL AND SALVAGE FOR REUSE.

R

E V

IS

E

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C C

O R

D A

N C

E W

IT

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D M

E N

T

/1

/2

1 1

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

P.L

P.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

P.R

P.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"

VIF, TYP.

AT MECH UNIT

5' - 9"

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 3405

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

A1

ROOF PLAN - AREA G

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 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.

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.

6 NEW MECHANICAL EQUIPMENT ON NEW CURB. (REFER 'M' DRAWINGS)

7 PATCH AREA OF TPO ROOFING MEMBRANE DUE TO REMOVAL FOR NEW

EQUIPMENT PENTRATION. NEW INSULATION TO MATCH EXISTING IN TYPE AND

IN SLOPE TO DRAIN. NEW TPO MEMBRANE TO BE INSTALLED PER

MANUFACTUERS STANDARD DETAILS FOR CURB APPLICATION AND LAPPING OF

EXISTING MEMBRANE WITH NEW PATCH. SEAL CUT EDGES OF TPO MEMBRANE

PER MANUFACTURERS REQUIREMENTS. PROVIDE NEW ROOF PENETRATION

FRAMING PER DETAIL C8/S-501.

R

E V

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E

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C C

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D A

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D M

E N

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/1

/2

R

E V

IS

E

D I

N A

C C

O R

D A

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E W

IT

H

A M

E N

D M

E N

T

/1

/2

14 14

15 15

16 16

17 17

19 19

21 21

22 22

23 23

24 24

25 25

26 26

M.L

M.L

P.L

P.L

U.L

U.L

V.L

V.L

W.L

W.L

Y.L

Y.L

Z.L

Z.L

BB.L

BB.L

CC.L

CC.L

DD.L

DD.L

EE.L

EE.L

FF.L

FF.L

S.L

S.L

20 20

/MATCHLINE - A1 A-150

/MATCHLINE - A1 A-152

/MATCHLINE - A1 A-161

/MATCHLINE - A1 A-162

/MATCHLINE - A1 A-150

17' - 10" 90' - 3" 19' - 5"

127' - 6"

STAIR #5

A106

LUGGAGE

A105A

LAUNDRY

A105

MECHANICAL

A104

STORAGE

A112

RECEPTION

A113

CORRIDOR

A114

MEN

A115

WOMEN

A116

CQ

A117

C O

R R

ID

O

R

A

1ST SGT

A119

CO OPS

COMMANDER

A120

STORAGE

A121

VESTIBULE

G101

OPS SGT

A123

CORRIDOR

G104

CORRIDOR

G105

CORRIDOR

G106

ELECTRICAL

G107

MEN

G108

STORAGE

G110

WOMEN

H102

STORAGE

H122

CORRIDOR

A122

TYP

OUTDOOR TRAINING AREA

DRAWING SHEET NOTES

GENERAL SHEET NOTES

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

B. THE REFLECTED CEILING PLANS ARE INTENDED TO AID IN COORDINATION.

REFER TO MECHANICAL, ELECTRICAL, TECHNOLOGY, AND FIRE PROTECTION

DRAWINGS FOR ADDITIONAL CEILING DEVICE INFORMATION.

C. ALL NOTED CEILING HEIGHTS ARE CLEAR HEIGHTS TO FINISHED CEILING.

COORDINATE HEIGHT OF ALL SYSTEMS ABOVE CEILING PRIOR TO INSTALL.

NEW CEILING HEIGHTS ARE TO MATCH EXISTING UNO.

D. ALL FINISHES ARE EXISTING TO REMAIN, U.N.O.

E. REFER TO A-601 FOR FINISH SCHEDULE.

F. 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.

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

TO-COLUMN TRANSITIONS TO 6" BELOW FINISHED CEILING. CONTRACTOR TO

REPAIR TOP OF WALL AND COLUMN LOCATIONS TO LIKE NEW CONDITION.

WORK AREA TO BE PAINTED, P1. TERMINATE WITH STRAIGHT LEVEL LINE.

REFER TO DETAIL ON A-501.

H. 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.

I. NEW ACCESS PANELS SHOWN ARE DIAGRAMATIC AND SHALL BE LOCATED TO

SERVE MECHANICAL EQUIPMENT ABOVE. ACCESS PANELS OTHER THAN

THOSE SHOWN MAY BE REQUIRED, COORDINATE LOCATION WITH

MECHANICAL DRAWINGS.

J. INSTALL SALVAGED ACOUSTICAL CEILING TILE AND GRID REMOVED TO

ACCOMMODATE HVAC WORK ABOVE CEILING. PROVIDE NEW CEILING TILE AT

LOCATIONS WHERE WATER DAMAGED TILE WAS DISCARDED. NEW TILE

QUANTITY TO BE LIMITED TO:

a. AREAS 'A' THRU 'E'

• MAX. 385 TILES (TOTAL FOR ALL AREAS)

b. AREAS 'F' THRU 'H' INCLUDING HALLWAYS SERVING THESE AREAS

• MAX. 2,000 TILES (TOTAL FOR ALL AREAS)

CEILING LEGEND

2' x 2' ACT CEILING

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

GYP. BD. CEILING

EXISTING TO

REMAIN

NEW /

RE-INSTALLED

EXISTING TO REMAIN

NEW WORK

RECESSED LIGHT FIXTURE

RECESSED LIGHT FIXTURE - EMERGENCY

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

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-151

F

IR

S T

F L

O O

R C

E

IL

IN

G

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 3405

0 4' 8' 16'

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

A1

FIRST FLOOR CEILING PLAN - AREA A-2

1 NEW 5/8" GYPSUM BOARD CEILING, PAINTED. HEIGHT AS SHOWN OR TO MATCH

EXISTING ADJACENT AT INFILL LOCATIONS.

2 NEW 5/8" MOISTURE RESISTANT GYPSUM BOARD CEILING, PAINTED. HEIGHT AS

SHOWN OR TO MATCH EXISTING ADJACENT AT INFILL LOCATIONS.

3 INSTALL SALVAGED CEILING ACCESS PANEL. COORDINATE FINAL INSTALL

LOCATION IN FIELD WITH MECHANICAL UNIT REQUIREMENTS ABOVE.

4 NEW 24"x36" CEILING ACCESS PANEL. COORDINATE FINAL INSTALL LOCATION IN

FIELD WITH MECHANICAL UNIT REQUIREMENTS ABOVE.

5 RE-INSTALL EXISTING ACOUSTICAL CEILING AND GRID REMOVED TO

ACCOMMODATE WORK ABOVE CEILING. REPLACE WATER DAMAGED CEILING

TILES AS OUTLINED IN GENERAL NOTES.

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

14 14

15 15

16 16

17 17

19 19

21 21

22 22

23 23

24 24

25 25

26 26

M.R

M.R

U.R

U.R

V.R

V.R

W.R

W.R

Y.R

Y.R

Z.R

Z.R

BB.R

BB.R

CC.R

CC.R

DD.R

DD.R

EE.R

EE.R

FF.R

FF.R

P.R

P.R

S.R

S.R

/MATCHLINE - A1 A-159

/MATCHLINE - A1 A-157

/MATCHLINE - A1 A-161

/MATCHLINE - A1 A-162

/MATCHLINE - A1 A-159

17' - 10"90' - 3"19' - 5"

127' - 6"

VESTIBULE

G103

STAIR #15

E132

LUGGAGE

E105A

LAUNDRY

E131

MECHANICAL

E130

STORAGE

E138

RECEPTION

E139

CORRIDOR

E140

MEN

E141

WOMEN

E142

CQ

E143

C O

R R

ID

O

R

E

1ST SGT

E119

CO OPS

COMMANDER

E120

STORAGE

E121

OPS SGT

E123

CORRIDOR

G111

CORRIDOR

G112

CORRIDOR

G113

ELECTRICAL

G114

MEN

G115

STORAGE

G117

WOMEN

H110

STORAGE

H129

TYP

4 1

OUTDOOR TRAINING AREA

DRAWING SHEET NOTES

GENERAL SHEET NOTES

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

B. THE REFLECTED CEILING PLANS ARE INTENDED TO AID IN COORDINATION.

REFER TO MECHANICAL, ELECTRICAL, TECHNOLOGY, AND FIRE PROTECTION

DRAWINGS FOR ADDITIONAL CEILING DEVICE INFORMATION.

C. ALL NOTED CEILING HEIGHTS ARE CLEAR HEIGHTS TO FINISHED CEILING.

COORDINATE HEIGHT OF ALL SYSTEMS ABOVE CEILING PRIOR TO INSTALL.

NEW CEILING HEIGHTS ARE TO MATCH EXISTING UNO.

D. ALL FINISHES ARE EXISTING TO REMAIN, U.N.O.

E. REFER TO A-601 FOR FINISH SCHEDULE.

F. 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.

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

TO-COLUMN TRANSITIONS TO 6" BELOW FINISHED CEILING. CONTRACTOR TO

REPAIR TOP OF WALL AND COLUMN LOCATIONS TO LIKE NEW CONDITION.

WORK AREA TO BE PAINTED, P1. TERMINATE WITH STRAIGHT LEVEL LINE.

REFER TO DETAIL ON A-501.

H. 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.

I. NEW ACCESS PANELS SHOWN ARE DIAGRAMATIC AND SHALL BE LOCATED TO

SERVE MECHANICAL EQUIPMENT ABOVE. ACCESS PANELS OTHER THAN

THOSE SHOWN MAY BE REQUIRED, COORDINATE LOCATION WITH

MECHANICAL DRAWINGS.

J. INSTALL SALVAGED ACOUSTICAL CEILING TILE AND GRID REMOVED TO

ACCOMMODATE HVAC WORK ABOVE CEILING. PROVIDE NEW CEILING TILE AT

LOCATIONS WHERE WATER DAMAGED TILE WAS DISCARDED. NEW TILE

QUANTITY TO BE LIMITED TO:

a. AREAS 'A' THRU 'E'

• MAX. 385 TILES (TOTAL FOR ALL AREAS)

b. AREAS 'F' THRU 'H' INCLUDING HALLWAYS SERVING THESE AREAS

• MAX. 2,000 TILES (TOTAL FOR ALL AREAS)

CEILING LEGEND

2' x 2' ACT CEILING

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

GYP. BD. CEILING

EXISTING TO

REMAIN

NEW /

RE-INSTALLED

EXISTING TO REMAIN

NEW WORK

RECESSED LIGHT FIXTURE

RECESSED LIGHT FIXTURE - EMERGENCY

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

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-158

F

IR

S T

F L

O O

R C

E

IL

IN

G

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 3405

0 4' 8' 16'

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

A1

FIRST FLOOR CEILING PLAN - AREA E-2

1 NEW 5/8" GYPSUM BOARD CEILING, PAINTED. HEIGHT AS SHOWN OR TO MATCH

EXISTING ADJACENT AT INFILL LOCATIONS.

2 NEW 5/8" MOISTURE RESISTANT GYPSUM BOARD CEILING, PAINTED. HEIGHT AS

SHOWN OR TO MATCH EXISTING ADJACENT AT INFILL LOCATIONS.

3 INSTALL SALVAGED CEILING ACCESS PANEL. COORDINATE FINAL INSTALL

LOCATION IN FIELD WITH MECHANICAL UNIT REQUIREMENTS ABOVE.

4 NEW 24"x36" CEILING ACCESS PANEL. COORDINATE FINAL INSTALL LOCATION IN

FIELD WITH MECHANICAL UNIT REQUIREMENTS ABOVE.

5 RE-INSTALL EXISTING ACOUSTICAL CEILING AND GRID REMOVED TO

ACCOMMODATE WORK ABOVE CEILING. REPLACE WATER DAMAGED CEILING

TILES AS OUTLINED IN GENERAL NOTES.

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

13 13

14 14

16 16

19 19

22 22

23 23

C.L

C.LD.L

D.L

F.L

F.L

J.L

J.L

K.L

K.L

M.L

M.L

P.L

P.L

U.L

U.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

P.R

P.R

S.R

S.R

/MATCHLINE - A1 A-162 /MATCHLINE - A1 A-162

/MATCHLINE - A1 A-151 /MATCHLINE - A1 A-158

/MATCHLINE - A1 A-159/MATCHLINE - A1 A-150

/MATCHLINE - A1 A-160

OPS SGT

A123

CORRIDOR

G102

OPS SGT

E123

CONF. TRAINING

E124

CORRIDOR

G104

CORRIDOR

G105

CORRIDOR

G106

ELECTRICAL

G107

MEN

G108

STORAGE

G110

CORRIDOR

G111

CORRIDOR

G112

CORRIDOR

G113

ELECTRICAL

G114

MEN

G115

STORAGE

G117

CLASSROOM

G118

CLASSROOM

G121

CORRIDOR

A122

TYP

TYP

1 TYP

TYP

9' - 0" 9' - 0"

TYP

3 3

10' - 0"10' - 0"

DRAWING SHEET NOTES

GENERAL SHEET NOTES

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

B. THE REFLECTED CEILING PLANS ARE INTENDED TO AID IN COORDINATION.

REFER TO MECHANICAL, ELECTRICAL, TECHNOLOGY, AND FIRE PROTECTION

DRAWINGS FOR ADDITIONAL CEILING DEVICE INFORMATION.

C. ALL NOTED CEILING HEIGHTS ARE CLEAR HEIGHTS TO FINISHED CEILING.

COORDINATE HEIGHT OF ALL SYSTEMS ABOVE CEILING PRIOR TO INSTALL.

NEW CEILING HEIGHTS ARE TO MATCH EXISTING UNO.

D. ALL FINISHES ARE EXISTING TO REMAIN, U.N.O.

E. REFER TO A-601 FOR FINISH SCHEDULE.

F. 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.

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

TO-COLUMN TRANSITIONS TO 6" BELOW FINISHED CEILING. CONTRACTOR TO

REPAIR TOP OF WALL AND COLUMN LOCATIONS TO LIKE NEW CONDITION.

WORK AREA TO BE PAINTED, P1. TERMINATE WITH STRAIGHT LEVEL LINE.

REFER TO DETAIL ON A-501.

H. 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.

I. NEW ACCESS PANELS SHOWN ARE DIAGRAMATIC AND SHALL BE LOCATED TO

SERVE MECHANICAL EQUIPMENT ABOVE. ACCESS PANELS OTHER THAN

THOSE SHOWN MAY BE REQUIRED, COORDINATE LOCATION WITH

MECHANICAL DRAWINGS.

J. INSTALL SALVAGED ACOUSTICAL CEILING TILE AND GRID REMOVED TO

ACCOMMODATE HVAC WORK ABOVE CEILING. PROVIDE NEW CEILING TILE AT

LOCATIONS WHERE WATER DAMAGED TILE WAS DISCARDED. NEW TILE

QUANTITY TO BE LIMITED TO:

a. AREAS 'A' THRU 'E'

• MAX. 385 TILES (TOTAL FOR ALL AREAS)

b. AREAS 'F' THRU 'H' INCLUDING HALLWAYS SERVING THESE AREAS

• MAX. 2,000 TILES (TOTAL FOR ALL AREAS)

CEILING LEGEND

2' x 2' ACT CEILING

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

GYP. BD. CEILING

EXISTING TO

REMAIN

NEW /

RE-INSTALLED

EXISTING TO REMAIN

NEW WORK

RECESSED LIGHT FIXTURE

RECESSED LIGHT FIXTURE - EMERGENCY

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

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-161

F

IR

S T

F L

O O

R C

E

IL

IN

G

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 3405

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

A1

FIRST FLOOR CEILING PLAN - AREA G

0 4' 8' 16'

1 RE-INSTALL EXISTING ACOUSTICAL CEILING AND GRID REMOVED TO

ACCOMMODATE WORK ABOVE CEILING. REPLACE WATER DAMAGED CEILING

TILES AS OUTLINED IN GENERAL NOTES.

2 NEW 5/8" MOISTURE RESISTANT GYPSUM BOARD CEILING, PAINTED. HEIGHT AS

SHOWN OR TO MATCH EXISTING ADJACENT AT INFILL LOCATIONS.

3 INSTALL SALVAGED CEILING ACCESS PANEL. COORDINATE FINAL INSTALL

LOCATION IN FIELD WITH MECHANICAL UNIT REQUIREMENTS ABOVE.

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 1

14 14

15 15

16 16

17 17

19 19

21 21

22 22

23 23

24 24

25 25

26 26

P.L

P.L

U.L

U.L

V.L

V.L

W.L

W.L

Y.L

Y.L

Z.L

Z.L

BB.L

BB.L

CC.L

CC.L

DD.L

DD.L

EE.L

EE.L

FF.L

FF.L

S.L

S.L

STAIR #5

A106

LUGGAGE

A105A

LAUNDRY

A105

MECHANICAL

A104

STORAGE

A112

RECEPTION

A113

CORRIDOR

A114

MEN

A115

WOMEN

A116

CQ

A117

CORRIDOR

A118

1ST SGT

A119

CO OPS

COMMANDER

A120

VESTIBULE

G101

MEN

B115

WOMEN

B116

CORRIDOR

G104

ELECTRICAL

G107

MEN

G108

WOMEN

H102

STORAGE

H122

FPV-A2-1 (E)

EUH-A2 (E)

BBH-B (E)

BBH-A (E)

BBH-C (E)

BBH-E (E)

CUH-G1 (E)

FPV-A2-9 (E)

/MATCHLINE A1 MD101

/MATCHLINE A1 MD103

M

AT

C

H

LI

N E

A

M D

M

AT

C

H

LI

N E

A

M D

/MATCHLINE A1 MD101

/MATCHLINE A1 MD103

M

AT

C

H

LI

N E

A

M D

M

AT

C

H

LI

N E

A

M D

MD402

A1

2"

2" CHWR

1" CHWS/R

1" CHWS/R

1 1/4" HWR UP

2" CHWR UP FPV-A2-2 (E)

1 1/4" HWS UP

2" CHWS UP

4" CHWR

EUH-A6 (E)1

DRAWING SHEET NOTES #

US Army Corps of Engineers ®

SHEET ID

U S A R M Y C O R

PS

O F

EN

G

IN

EE

R S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

TE

M A R K

D

ES

C R

IP

TI

O N

FI

LE

N

AM

E:

FI

LE

N U

M

BE

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

MD102

FI

R

ST

F

LO

O R D

EM

O

LI

TI

O N M

EC

H A N

IC

A L

PL

A N

A R

EA

A -2

FO

R T B

EN

N

IN

G , G

EO

R G

IA

SA

VA

N N A H D

IS

TR

IC

T

W . O G

LE

TH

O R

PE

A

VE

SA

VA

N N A H , G

EO

R G

IA

D . L

AW

D . H

AS

EN

KA

M

P

A.

H

AU

TM

AN

D . G

IB

BS

AU

G

U

ST

, 2

W

2H N

-2 2-

B-

READY TO ADVERTISE

B U

IL

D

IN

G H

EA

TI

N G , V

EN

TI

LA

TI

O N

A

IR

C O N D

IT

IO

N

IN

G (H

VA

C ) R

EP

A

IR

P

BLDG 3405

0 4' 8' 16' 1/8" = 1'-0"A1 FIRST FLOOR DEMOLITION MECHANICAL PLAN - AREA A-2

1 EQUIPMENT TO REMAIN.

2 DEMOLISH FAN-POWERED VAV BOX (FPV) AND ASSOCIATED CONTROLS

INCLUDING THERMOSTAT. DEMOLISH ASSOCIATED CHILLED WATER SUPPLY

AND RETURN PIPING BACK TO MAIN AND CAP. HOT WATER PIPING TO

REMAIN. DEMOLISH CONDENSATE PIPING AND DRAIN PAN.

3 CAP OUTSIDE AIR DUCT BELOW FLOOR SLAB.

4 PATCH REMAINING DUCT OPENING.

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

/1 8/

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

/1 4/

14 14

15 15

16 16

17 17

19 19

21 21

22 22

23 23

24 24

25 25

26 26

M.R

M.R

U.R

U.R

V.R

V.R

W.R

W.R

Y.R

Y.R

Z.R

Z.R

BB.R

BB.R

CC.R

CC.R

DD.R

DD.R

EE.R

EE.R

FF.R

FF.R

S.R

S.R

M

AT

C

H

LI

N E

A

M -1

VESTIBULE

G103

MEN

D115

WOMEN

D116

STAIR #15

E132

LUGGAGE

E105A LAUNDRY

E131

MECHANICAL

E130

STORAGE

E138

RECEPTION

E139

CORRIDOR

E140

MEN

E141

WOMEN

E142

CQ

E143

CORRIDOR

E144

1ST SGT

E119

CO OPS

COMMANDER

E120

STORAGE

E121

OPS SGT

E123

CORRIDOR

G111

CORRIDOR

G112

ELECTRICAL

G114

MEN

G115

WOMEN

H110STORAGE

H129

FPV-E2-2 (E)

FPV-E2-9 (E)

M

AT

C

H

LI

N E

A

M D

M

AT

C

H

LI

N E

A

M D

/MATCHLINE A1 MD108

M

AT

C

H

LI

N E

A

M D

M

AT

C

H

LI

N E

A

M D

/MATCHLINE A1 MD108

MD402

A1

FPV-E2-1 (E)

DRAWING SHEET NOTES #

US Army Corps of Engineers ®

SHEET ID

U S A R M Y C O R

PS

O F

EN

G

IN

EE

R S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

TE

M A R K

D

ES

C R

IP

TI

O N

FI

LE

N

AM

E:

FI

LE

N U

M

BE

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

MD109

FI

R

ST

F

LO

O R D

EM

O

LI

TI

O N M

EC

H A N

IC

A L

PL

A N

A R

EA

E -2

FO

R T B

EN

N

IN

G , G

EO

R G

IA

SA

VA

N N A H D

IS

TR

IC

T

W . O G

LE

TH

O R

PE

A

VE

SA

VA

N N A H , G

EO

R G

IA

D . L

AW

D . H

AS

EN

KA

M

P

A.

H

AU

TM

AN

D . G

IB

BS

AU

G

U

ST

, 2

W

2H N

-2 2-

B-

READY TO ADVERTISE

B U

IL

D

IN

G H

EA

TI

N G , V

EN

TI

LA

TI

O N

A

IR

C O N D

IT

IO

N

IN

G (H

VA

C ) R

EP

A

IR

P

BLDG 3405

0 4' 8' 16'

1/8" = 1'-0"A1 FIRST FLOOR DEMOLITION MECHANICAL PLAN - AREA E-2

1 CAP OUTSIDE AIR DUCT BELOW FLOOR SLAB.

2 DEMOLISH FAN-POWERED VAV BOX (FPV) AND ASSOCIATED CONTROLS

INCLUDING THERMOSTAT. DEMOLISH ASSOCIATED CHILLED WATER SUPPLY

AND RETURN PIPING BACK TO MAIN AND CAP. HOT WATER PIPING TO

REMAIN. DEMOLISH CONDENSATE PIPING AND DRAIN PAN.

3 EQUIPMENT TO REMAIN.

4 PATCH REMAINING DUCT OPENING.

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

/1 8/

R

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IS

ED

IN

A C

C O

R D

AN

C

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D

M

EN

T

/1 4/

14 14

15 15

16 16

17 17

19 19

21 21

22 22

23 23

24 24

25 25

26 26

P.L

P.L

U.L

U.L

V.L

V.L

W.L

W.L

Y.L

Y.L

Z.L

Z.L

BB.L

BB.L

CC.L

CC.L

DD.L

DD.L

EE.L

EE.L

FF.L

FF.L

S.L

S.L

/MATCHLINE A1 M-101

/MATCHLINE A1 M-103

M

AT

C

H

LI

N E

A

M -1

M

AT

C

H

LI

N E

A

M -1

STAIR #5

A106

LUGGAGE

A105A

LAUNDRY

A105

MECHANICAL

A104

RECEPTION

A113

CORRIDOR

A114

MEN

A115

WOMEN

A116

CQ

A117

CORRIDOR

A118

1ST SGT

A119

CO OPS

COMMANDER

A120

OPS SGT

A123

MEN

B115

CORRIDOR

G104

CORRIDOR

G105

ELECTRICAL

G107

MEN

G108

WOMEN

H102

EUH-A2 (E)

BBH-E (E)

CUH-G1 (E)

BBH-E (E)

6"x6" X

6"x6" X

6"x6" X

6"x6" X

6"x6" X

6"x6" X

14" x 10" SA (E)

6" x 6" EA (E)

6" x 6" EA (E)

6" x 6" EA (E)

6" x 6" EA (E) 6" x 6" EA (E)

6" x 6" EA (E)

3/4" HWS/R

4" CHWR (E)

4" CHWR (E)

" x

8"

R A

M-402 A1

2 1/2" CHWS UP

2 1/2" CHWR UP

46" x 18" RA UP

50" x 18" SA (E)

26" x 18" SA (E)

" x

" E

A (E

8"ø X

VESTIBULE

G101

12" x 6" TA

50" x 18" SA (E)

12"ø A

4"ø A

VAV-H1-1

FCU-A-2

" x

0"

S A

(E

10" Ø SA (E)

6"ø A

6"ø A

T

6" x 8" SA (E)

10" Ø SA (E)

6" Ø SA (E)

10" x 10" SA (E)

STORAGE

A112

4"ø A

65VAV-A2-2 1/2" HWR (E)

1/2" HWS (E)

1/2" HWS

1/2" HWR (E)

1/2" HWS (E)

VAV-A2-1

1/2" HWR

1/2" HWS

6"ø B

10" x 8" RA

6"ø B

8"ø B

4"ø B

8" x 10" RA

10" Ø SA UP

6"ø A

6"ø X

6"ø X

6"ø X

6"ø X

STORAGE

A121

26" x 18" SA (E)

10"x6" X

8"x6" X

52" x 20" EA (E)

14" x 12" RA UP

58" x 14" RA

12"x12" B

E6 M-301

10"x10" X

8"x8" X

14"ø B

24" x 14" EA

14"ø X

" x

8"

R A

14" Ø RA

14" Ø RA

14" Ø RA

14" Ø RA

14" Ø RA

14"x10" EA

OS

12"ø B

DRAWING SHEET NOTES #

US Army Corps of Engineers ®

SHEET ID

U S A R M Y C O R

PS

O F

EN

G

IN

EE

R S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

TE

M A R K

D

ES

C R

IP

TI

O N

FI

LE

N

AM

E:

FI

LE

N U

M

BE

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

M-102

FI

R

ST

F

LO

O R M

EC

H A N

IC

A L

PL

A N A R

EA

A -2

FO

R T B

EN

N

IN

G , G

EO

R G

IA

SA

VA

N N A H D

IS

TR

IC

T

W . O G

LE

TH

O R

PE

A

VE

SA

VA

N N A H , G

EO

R G

IA

D . L

AW

D . H

AS

EN

KA

M

P

A.

H

AU

TM

AN

D . G

IB

BS

AU

G

U

ST

, 2

W

2H N

-2 2-

B-

READY TO ADVERTISE

B U

IL

D

IN

G H

EA

TI

N G , V

EN

TI

LA

TI

O N

A

IR

C O N D

IT

IO

N

IN

G (H

VA

C ) R

EP

A

IR

P

BLDG 3405

0 4' 8' 16' 1/8" = 1'-0"A1 FIRST FLOOR MECHANICAL PLAN - AREA A-2

1 UNLESS OTHERWISE NOTED, EXISTING HWS/R PIPE RUNOUTS ARE 1" IN

DIAMETER.

2 12"x6" EA UP TO EF-G-3 ON ROOF

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

/1 8/

R

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IS

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IN

A C

C O

R D

AN

C

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H

A M

EN

D

M

EN

T

/1 4/

14 14

15 15

16 16

17 17

19 19

21 21

22 22

23 23

24 24

25 25

26 26

M.R

M.R

U.R

U.R

V.R

V.R

W.R

W.R

Y.R

Y.R

Z.R

Z.R

BB.R

BB.R

CC.R

CC.R

DD.R

DD.R

EE.R

EE.R

FF.R

FF.R

S.R

S.R

M

AT

C

H

LI

N E

A

M -1

/MATCHLINE A1 M-108

VESTIBULE

G103

MEN

D115

WOMEN

D116

STAIR #15

E132

LUGGAGE

E105A

LAUNDRY

E131

MECHANICAL

E130

STORAGE

E138

RECEPTION

E139

CORRIDOR

E140

MEN

E141

WOMEN

E142

CQ

E143

C O

R R

ID

O

R E1

1ST SGT

E119

CO OPS

COMMANDER

E120

STORAGE

E121

C O

R R

ID

O

R G

CORRIDOR

G112

ELECTRICAL

G114

MEN

G115

STORAGE

G117

6"x6" X

6"x6" X

6"x6" X

6"x6" X

6"x6" X

6"x6" X

6" x 6" EA E

6" x 6" EA E6" x 6" EA E6" x 6" EA (E)

6" x 6" EA (E)

M-402 A1

" x

2"

E A

E

(ON ROOF)

OAI-G2 (E)

24" x 12" EA (E)

VAV-H2-5

26" x 10" SA (E)

46" x 18" RA UP

2 1/2" CHWS

2 1/2" CHWR 2 1/2" CHWS UP

2 1/2" CHWR UP

3" HWR (E)

3" HWS (E)

52" x 20" RA UP

38" x 18" RA

" x

8"

R A

1/2" HWR

1/2" HWS

8"ø A

FCU-E-2

VAV-E2-1

VAV-E2-2

4"ø A

6"ø B

10" x 8" RA

6"ø B

8"ø B

4"ø B

8" x 10" RA

4"ø A

4"ø B

10" Ø SA UP

14" x 12" RA UP

4" Ø RA

6" x 10" RA

5" Ø SA

6" Ø SA

58" x 14" RA

8"ø X 25012" x 6" TA

12"x12" B

12"ø A

10"x10" X

8"x8" X

6"ø A 115 6"ø A

6"ø A

8"ø A

6"ø X

6"ø X

8"x6" X

8"x6" X

14" Ø RA

14" Ø RA

14" Ø RA

14" Ø RA

14" Ø RA

14"x10" EA

OS

12"ø B

DRAWING SHEET NOTES #

US Army Corps of Engineers ®

SHEET ID

U S A R M Y C O R

PS

O F

EN

G

IN

EE

R S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

TE

M A R K

D

ES

C R

IP

TI

O N

FI

LE

N

AM

E:

FI

LE

N U

M

BE

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

M-109

FI

R

ST

F

LO

O R M

EC

H A N

IC

A L

PL

A N A R

EA

E -2

FO

R T B

EN

N

IN

G , G

EO

R G

IA

SA

VA

N N A H D

IS

TR

IC

T

W . O G

LE

TH

O R

PE

A

VE

SA

VA

N N A H , G

EO

R G

IA

D . L

AW

D . H

AS

EN

KA

M

P

A.

H

AU

TM

AN

D . G

IB

BS

AU

G

U

ST

, 2

W

2H N

-2 2-

B-

READY TO ADVERTISE

B U

IL

D

IN

G H

EA

TI

N G , V

EN

TI

LA

TI

O N

A

IR

C O N D

IT

IO

N

IN

G (H

VA

C ) R

EP

A

IR

P

BLDG 3405

0 4' 8' 16'

1/8" = 1'-0"A1 FIRST FLOOR MECHANICAL PLAN - AREA E-2

1 12"x6" EA UP TO EF-G-4 ON ROOF

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

/1 8/

R

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IS

ED

IN

A C

C O

R D

AN

C

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H

A M

EN

D

M

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T

/1 4/

2 2

13 13

14 14

16 16

19 19

22 22

23 23

C.L

C.LD.L

D.L

F.L

F.L

J.L

J.L

P.L

P.L

U.L

U.L

S.L

S.L C.R

C.R D.R

D.R

F.R

F.R

J.R

J.R

M.R

M.R

U.R

U.R

S.R

S.R

M

AT

C

H

LI

N E

A

M -1

/MATCHLINE A1 M-111

/MATCHLINE A1 M-113

M

AT

C

H

LI

N E

A

M -1

OPS SGT

A123

CORRIDOR

G102

STORAGE

F123

S3 OPERATIONS

F128

CORRIDOR

G105

CORRIDOR

G106

ELECTRICAL

G107

MEN

G108

STORAGE

G110

C O

R R

ID

O

R G

CORRIDOR

G112

CORRIDOR

G113

ELECTRICAL

G114

MEN

G115

STORAGE

G117

CLASSROOM

G118

CLASSROOM

G121

6"x6" X

6"x6" X

6"x6" X

6"x6" X

6"x6" X

6"x6" X

14" x 12" SA (E) 20" x 12" SA (E)

8" Ø SA (E)

VAV-H1-5

24" x 12" EA (E)

14" x 12" SA (E) 20" x 12" SA (E)

14" x 12" SA (E) 20" x 12" SA (E)

20" x 12" SA (E)14" x 12" SA (E)

20" x 12" SA (E)14" x 12" SA (E)

" x

6"

S A

E

10" Ø SA14" x 10" SA (E)

6" x 6" EA (E)

6" x 6" EA (E)

6" x 6" EA (E)

6" x 6" EA (E) 6" x 6" EA (E)

6" x 6" EA (E)

24" x 12" EA (E)

3/4" HWS/R

4" CHWR (E)

4" CHWR (E)

3/4" HWS/R

2" HWS (E)

2" HWR (E)

3/4" HWS/R

3/4" HWS/R

2" HWR (E)

2" HWS (E)

3/4" HWS/R

2" HWS (E)

2" HWR (E)

2" HWR (E)

2" HWS (E)

3/4" HWS/R

2" HWS (E)

2" HWS (E)

2" HWR (E)

2" HWR (E)

2" HWS (E)

VAV-H2-2

10" Ø SA

10" Ø SA

3/4" HWS/R

3/4" HWS/R

10" Ø SA

10" Ø SA

2" HWR

3/4" HWS/R

10" Ø SA

10" Ø SA10" Ø SA

3/4" HWS/R

10" Ø SA 10" Ø SA

2" HWR (E)

2" HWS (E)

20" x 12" SA (E) 14" x 12" SA (E)

8" Ø SA (E)

20" x 12" SA (E) 14" x 12" SA (E)

14" x 12" SA (E)20" x 12" SA (E)

14" x 12" SA (E)20" x 12" SA (E)

20" x 12" SA (E) 14" x 12" SA (E)

10" Ø SA

VAV-H2-1

1" HWR (E)

1" HWS (E)3/4" HWS/R

8" Ø

S A

" x

8"

R A

6"x6" X

6"x6" X

6"x6" X

6"x6" X

6"x6" X

6"x6" X

6" x 6" EA E

6" x 6" EA E6" x 6" EA E6" x 6" EA (E)

6" x 6" EA (E)

" x

2"

E A

E

(ON ROOF)

OAI-G2 (E)

24" x 12" EA (E)4" CHWR (E)

4" CHWS (E)

6" Ø SA VAV-H2-5

26" x 10" SA (E)

" x

6"

S A

50" x 18" SA (E)

3" HWR (E)

3" HWS (E)

S3 OFFICE

F128A

5" Ø SA

T

T

T

T

T

T

T T

T T

14" x 10" SA (E)

50" x 18" SA (E)

38" x 18" RA

" x

8"

R

AVAV-H1-2

VAV-H1-3

VAV-H1-4

VAV-H1-13 VAV-H2-14

VAV-H1-15

VAV-H2-16

VAV-H2-4

VAV-H2-3

1/2" HWR

1/2" HWS

6"ø A

12"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A 23510"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

8"ø A

VAV-H1-1

6"ø A

VAV-E2-2

4"ø A

651/2" HWR (E)

1/2" HWS (E)

1/2" HWS

1/2" HWR

4"ø B

6"ø B

4" CHWR (E)

4" CHWS (E)

3" HWR (E)

3" HWR (E)

3" HWS (E)

4" CHWS (E)

4" CHWR (E)

4"ø A

6"ø B

4"ø B

T

4" Ø RA

5" Ø SA

OS

OS

OS

OS

DP2

12"ø A

4" CHWS (E)

14"ø B

24" x 14" EA

14"ø X

" x

8"

R A

14" Ø RA

14" Ø RA

14" Ø RA

14" Ø RA

14" Ø RA

14"ø B

(TYP OF 5)

14" Ø RA

14" Ø RA

14" Ø RA

14" Ø RA

14" Ø RA

14"ø O

(TYP OF 5)

14"x10" EA

14"x10" EA

OSOS

DRAWING SHEET NOTES #

US Army Corps of Engineers ®

SHEET ID

U S A R M Y C O R

PS

O F

EN

G

IN

EE

R S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

TE

M A R K

D

ES

C R

IP

TI

O N

FI

LE

N

AM

E:

FI

LE

N U

M

BE

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

M-112

FI

R

ST

F

LO

O R M

EC

H A N

IC

A L

PL

A N A R

EA

G

FO

R T B

EN

N

IN

G , G

EO

R G

IA

SA

VA

N N A H D

IS

TR

IC

T

W . O G

LE

TH

O R

PE

A

VE

SA

VA

N N A H , G

EO

R G

IA

D . L

AW

D . H

AS

EN

KA

M

P

A.

H

AU

TM

AN

D . G

IB

BS

AU

G

U

ST

, 2

W

2H N

-2 2-

B-

READY TO ADVERTISE

B U

IL

D

IN

G H

EA

TI

N G , V

EN

TI

LA

TI

O N

A

IR

C O N D

IT

IO

N

IN

G (H

VA

C ) R

EP

A

IR

P

BLDG 3405

0 4' 8' 16' 1/8" = 1'-0"A1 FIRST FLOOR MECHANICAL PLAN - AREA G

1 UNLESS OTHERWISE NOTED, EXISTING HWS/R PIPE RUNOUTS ARE 1" IN

DIAMETER.

2 SPACE DIFFERENTIAL PRESSURE TRANSMITTER. LOCATE ABOVE CEILING.

3 14"x14" EA TO TO EF-G-1 ON ROOF 4 14"x14" EA TO TO EF-G-2 ON ROOF

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

/1 4/

1 1

24 24

26 26

31 31

34 34

35 35

39 39

42 42

C.L

C.LD.L

D.L

F.L

F.L

J.L

J.L

P.L

P.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

S.R

S.R

/MATCHLINE A1 M-112

/MATCHLINE A1 M-105 /MATCHLINE A1 M-106

CORRIDOR

G102

CLASSROOM

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

H140STORAGE

H141

CLASSROOM

H142

STORAGE

H143

STORAGE

H145

COMM

H135A

12" x 10" SA (E) 14" x 12" SA (E)

12" Ø SA (E)

10" Ø SA

10" Ø SA 32" x 12" SA (E) 17" x 10" SA (E)

VAV-H1-16

10" Ø SA

32" x 12" SA (E) 17" x 10" SA (E)

32" x 8" SA (E)

10" Ø SA

10" Ø SA

20" x 16" SA (E)

20" x 12" SA (E) 12"

C H

W R

(E

1/

4" H

W R

(E

1/

4" H

W S

(E

3/4" HWS/R

3" HWS (E)

3" HWR (E)

4" CHWR (E)

3/4" HWS/R

3" HWR (E)

4" CHWR (E)

3" HWS (E)

3/4" HWR/S

4" CHWR (E)

3" HWR (E)

3" HWS

3/4" HWS/R

VAV-H2-13

20" x 12" SA E

12" x 10" SA (E) 14" x 12" SA (E)

1" HWR (E)

1" HWS (E)

3/4" HWS/R

12" Ø SA E

10" Ø SA

26" x 14" SA (E)

14" Ø SA E

14" Ø SA E

3/4" HWS/R

1" HWR (E)

1" HWS (E)

10" Ø SA

1" HWS (E)

1" HWR (E)

3/4" HWS/R

32" x 12" SA (E)17" x 10" SA (E)

" x

6"

S A

(E

" x

8"

S A

(E

1" HWR (E)

1" HWS (E)

26" x 18" SA (E)

4" CHWS (E)

4" CHWR (E)

VAV-H2-1

1" HWS (E)3/4" HWS/R

20" x 16" SA (E)

26" x 6" RA

26" x 6" RA

26" x 8" RA

34" x 10" RA

" x

" R

A

20" x 12" SA (E)

6" Ø SA

8" Ø SA (E)

1" HWR (E)

1" HWS (E)3/4" HWR

3/4" HWS

CLASSROOM

H144

T

T T

T

T

T

T T

T

T

T

T

14" x 10" SA (E)

50" x 18" SA (E)

12"ø B

12"ø B

12"ø B

12"ø B

VAV-H1-11

VAV-H1-10

12"ø B

12"ø B

12"ø B

10"ø B

VAV-H2-10

VAV-H2-12

VAV-H2-17

14"ø B

VAV-H2-15VAV-H2-17 VAV-H2-7

VA

V-

H 2-

6VAV-H1-6VAV-H1-7VAV-H1-8

VAV-H1-1

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

10"ø A

8"ø A

8"ø A

8"ø A

8"ø A

8"ø A

8"ø A

4"ø A

10…