W912QR24R0071_AsBuilts_For_Info_Only-0001.pdf
PDF 26 MB Posted
- Attached to
- D/B/B CONSTRUCTION: W912QR24R0071 SECURITY FORCES TRAINING FACILITY, DOBBINS AIR RESERVE BASE, GA
- Solicitation number
- W912QR24R0071
About this file
This document is a Request for Proposal (RFP) solicitation from the U.S. Army Corps of Engineers Engineering District Louisville for the construction of a 21,464 SF Security Forces Training Facility at Dobbins Air Reserve Base in Georgia. The project is a Design-Bid-Build (D/B/B) effort with a total small business set-aside, and the contract duration is estimated at 810 calendar days. The RFP will be evaluated using a Best Value Trade-Off source selection process, and proposals must include past performance, technical approach, schedule, price, and financial information. The anticipated construction magnitude is between $10,000,000 and $25,000,000. Offerors must be registered in the System for Award Management (SAM) database to be eligible for award.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Site Visit Attendees - Dobbins Sec Forces.pdf | ||
| W912QR24R0071_Plans-0001.pdf | ||
| W912QR24R0071_FFE-0001.pdf | ||
| W912QR24R0071_Specs_Vol1-0000.pdf | ||
| W912QR24R0071_Specs_Vol3-0000.pdf | ||
| W912QR24R0071_Specs_Vol2-0000.pdf | ||
| W912QR24R0071_Plans_Vol1.docx | DOCX document | |
| W912QR24R0071_Plans_Vol2-0000.pdf |
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Text version
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27 August 2024
W912QR24R0071-0001
For Info Only
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UP UP
UP UP
123124
104 108
110A 110B 111
115A
101A 101C
101D
129A
129B
101B
114115
123124
104 108
110A 110B 111
115A
101A 101C
101D
129A
129B
101B
114115
123124
104 108
110A 110B 111
115A
101A 101C
101D
129A
129B
101B
114115
123124
104 108
110A 110B 111
115A
101A 101C
101D
129A
129B
101B
PHASING PLAN - 1
REMOVE EXISTING WALL TO
INSTALL TEMPORARY
CONSTRUCTION DOOR AT
CONTROL CENTER ROOM 115.
1.
INSTALL SPLIT SYSTEM
MECHANICAL UNITS.
2.
NOTE:
CONTROL CENTER ROOM 115
IS TO STAY OPERATIONAL AT
ALL TIMES, CONTRACTOR TO
COORDINATE WITH DOBBINS
BEFORE WORK BEGINS.
INSTALL NEW MECHANICAL
ZONE IV, AND MAKE
OPERATIONAL PRIOR TO START
OF PHASE 2 CONSTRUCTION.
3.
PHASING PLAN - 2
ALL USERS WITHIN THE PHASE 2
CONSTRUCTION AREA SHALL BE
RELOCATED TO ROOMS: 123, 128,
OR 120. CONTRACTOR TO
COORDINATE RELOCATION WITH
DOBBINS.
1.
2.
INSTALL NEW MECHANICAL ZONE
II AND III AND MAKE OPERATIONAL
PRIOR TO START OF PHASE 3
CONSTRUCTION.
3.
COMMENCE WITH ALL OTHER
CONSTRUCTION LOCATED
WITHIN PHASE 2.
4.
INSTALL TEMPORARY
CONSTRUCTION WALLS AND DUST
BARRIERS.
PHASING PLAN - 3
REMOVE TEMPORARY DOOR AT
CONTROL CENTER ROOM 115,
AND INFILL WITH NEW WALL TO
MATCH EXISTING WALL
ASSEMBLY AND FINISH.
1.
ALL USERS CURRENTLY
LOCATED IN ROOMS: 123, 128,
OR 120 SHALL BE RELOCATED
TO THEIR ORININAL LOCATIONS
WITHIN PHASE 2. CONTRACTOR
TO COORDINATE RELOCATION
WITH DOBBINS.
2.
4.
INSTALL NEW MECHANICAL
ZONES I AND V, AND MAKE
OPERATIONAL PRIOR TO
START OF PHASE 4
CONSTRUCTION.
5.
COMMENCE WITH ALL OTHER
CONSTRUCTION LOCATED
WITHIN PHASE 3.
6.
INSTALL TEMPORARY
CONSTRUCTION WALLS AND DUST
BARRIERS.
ALL USERS WITHIN THE PHASE
3 CONSTRUCTION AREA SHALL
BE RELOCATED TO ROOMS: 114
OR 116. CONTRACTOR TO
COORDINATE RELOCATION
WITH DOBBINS.
3.
PHASING PLAN - 4
ALL USERS CURRENTLY LOCATED
IN ROOMS: 114 OR 116 SHALL BE
RELOCATED TO THEIR ORININAL
LOCATIONS WITHIN PHASE 3.
CONTRACTOR TO COORDINATE
RELOCATION WITH DOBBINS.
1.
3.
COMMENCE WITH ALL OTHER
CONSTRUCTION LOCATED
WITHIN PHASE 4.
4.
INSTALL TEMPORARY
CONSTRUCTION WALLS AND DUST
BARRIERS.
ALL USERS WITHIN THE PHASE 4
CONSTRUCTION AREA SHALL BE
RELOCATED TO ROOM 120.
CONTRACTOR TO COORDINATE
RELOCATION WITH DOBBINS.
2.
GENERAL NOTE - PHASING:
CONTACTOR SHALL REVIEW ALL DISCIPLINE DRAWINGS TO ENSURE UNDERSTANDING
AND COORDINATION OF ALL BUILDING WORK INCLUDING LABOR, MATERIALS, AND
EQUIPMENT REQUIRED TO ACCOMODATE THE PHASING AND PROVIDE A COMPLETE
AND FUNCTIONING FACILITY DURING THE RENOVATION.
DOCUMENT WAS AUTHORIZED
THE SEAL APPEARING ON THIS
BY THOMAS DAVID MEYERS,
RA013025 APRIL 2011
C 5E R
T IFICATE NO. RA01 3
THOMAS DAVID
MEYERS
R TEGISTERED ARCHIT
EC
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MERRICK & COMPANY
229 PEACHTREE STREET NE
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ATLANTA, GEORGIA 30303-1619
404.739.5100 www.merrick.com
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A-003
1CONSTRUCTION PHASE 1
A-003
2CONSTRUCTION PHASE 2
A-003
3CONSTRUCTION PHASE 3
A-003
4CONSTRUCTION PHASE 4
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111A
115A
118A
118B
114B
120122
128B128A
123124
138C
114A
138A
INSTRUCTOR
SUPPORT115
CONTROL
CENTER /
BATTLE
STAFF
ROOM
NCOIC OF
TRAINING
SQUAD
LEADERS
COMM
COMM123
SHIFT
SUPER / FLT
CHIEF /
LEADER124
INSTRUCTOR
SUPPORT125
FORCE
PROTECTION
OPS
SUPPORT
STANDARDS
AND
EVALUATION
SECTION
VESTIBULE
INFORMATION
PROTECTION
OPERATIONS
OFFICER
MEN
VESTIBULE
WOMEN
JC
110A
OPERATIONS
/ 1ST
SERGEANT
110B
ORDERLY
ROOM /
ADMIN 111
COMMANDER
MECHANICAL
VESTIBULE
115A
COPY ROOM
MOBILITY
FLT
COMMANDER
SECURITY
FORCES
MANAGER
INTERROGATION
/ INTERVIEW
ROOM
EVIDENCE
STORAGE
ROOM
VESTIBULE
101A
CORRIDOR
101C
CORRIDOR
101D
CORRIDOR
129A
HALL
129B
HALL
OFFICE
SUPPLIES
SFS/SFTR
SUPT. OF
TRAINING135
VAULT
UNIT
DEPLOYMENT
MANAGER
SUPPORT
UNISEX
SHOWER
BREAK
ROOM
ARMORY
MOBILITY /
STORAGE /
PALLETS /
BUILD-UP
LOCKERS
138D 138E
5 5
5 5
5' -4
/2
101B
CORRIDOR
138B
ADMIN
MEN
WOMEN
110A
OPERATIONS
/ 1ST
SERGEANT
JC
INSTRUCTOR
SUPPORT
CONTROL
CENTER /
BATTLE
STAFF
ROOM
NCOIC OF
TRAINING
VESTIBULE
OPERATIONS
OFFICER
INFORMATION
PROTECTION
VESTIBULE
STANDARDS
AND
EVALUATION
SECTION
OPS
SUPPORT
FORCE
PROTECTION
INSTRUCTOR
SUPPORT
SHIFT
SUPER / FLT
CHIEF /
LEADER 122
COMM
COMM
SQUAD
LEADERS
101D
CORRIDOR
101A
CORRIDOR
101C
CORRIDOR
SECURITY
FORCES
MANAGER
INTERROGATION
/ INTERVIEW
ROOM
MOBILITY
FLT
COMMANDER
115A
COPY ROOM
VESTIBULE
COMMANDER110B
ORDERLY
ROOM /
ADMIN
MECHANICAL
LOCKERS
BREAK
ROOM
ARMORY
MOBILITY /
STORAGE /
PALLETS /
BUILD-UP
OFFICE
SUPPLIES
SFS/SFTR
UNISEX
SHOWER
VAULT
SUPT. OF
TRAINING
VESTIBULE
129B
HALL
UNIT
DEPLOYMENT
MANAGER
SUPPORT
101B
CORRIDOR
ADMIN
CEILING AND FIXTURES
TO REMAIN
CEILING AND FIXTURES
TO REMAIN
CEILING AND FIXTURES
TO REMAIN
CEILING AND FIXTURES
TO REMAIN
DEMOLITION KEYED NOTES
EXISTING WALL TO BE REMOVED
EXISTING DOOR AND ASSOCIATED COMPONENTS TO BE
REMOVED
SAW CUT EXISTING ASPHALT - SEE DETAIL 11/A-502
EXISTING MILLWORK TO BE REMOVED
EXISTING WINDOW SYSTEM TO BE REMOVED
REMOVE EXISTING INFILL PANEL
REMOVE EXISTING CMU WALL TO 4" BELOW FLOOR LINE
AND FILL WITH CONCRETE LEVEL WITH FLOOR.
HATCHED SHADING DEPICTS AREA OF ENTIRE
SUSPENDED CEILING REMOVAL - REMOVE LIGHTING AND
MECHANICAL FIXTURES
ALL EXISTING BATHROOM PARTITIONS AND ASSOCIATED
COMPONENTS TO BE REMOVED
GENERAL NOTES
1. PROTECT EXISTING ITEMS TO REMAIN DURING
CONSTRUCTION. REPLACE ALL DAMAGED ITEMS TO NEW
CONDITION.
2. EXISTING CEILING GRIDS TO REMAIN UNLESS NOTED
OTHERWISE.
3. ALL CEILING TILES TO BE REMOVED AND REPLACED WITH
NEW TILES TO MATCH EXISTING.
4. ALL CEILING FIXTURES TO BE REMOVED UNLESS NOTED
OTHERWISE.
5. ALL EXISTING PLUMBING FIXTURES TO BE REMOVED.
LEGEND
EXISTING WALL CONSTRUCTION TO REMAIN
DEMOLISHED WALL
EXISTING DOOR TO REMAIN
DEMOLISH CEILING GRID, TILE, AND FIXTURES
DOCUMENT WAS AUTHORIZED
THE SEAL APPEARING ON THIS
BY THOMAS DAVID MEYERS,
RA013025 APRIL 2011
C 5E R
T IFICATE NO. RA01 3
THOMAS DAVID
MEYERS
R TEGISTERED ARCHIT
EC
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MERRICK & COMPANY
229 PEACHTREE STREET NE
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ATLANTA, GEORGIA 30303-1619
404.739.5100 www.merrick.com
PR
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ISSUE DATE
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DE
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PL
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AD-101
1 FIRST FLOOR - DEMOLITION PLAN
8'0 4' 16'
SCALE:1/8"=1'-0"
AD-101
2 FIRST FLOOR REFLECTED CEILING - DEMOLITION PLAN
8'0 4' 16'
SCALE:1/8"=1'-0"
AD-101 AD-101
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EXISTING HIGH-BAY BUILDING
NOT IN DEMOLITION SCOPE
66 3
GENERAL NOTES
1. PATCH AND REPAIR ALL DAMAGED AREAS TO MATCH ADJACENT
SURFACE AND ASSEMBLY.
2. ALL ROOF EQUIPMENT, ROOF VENTS, AND EXHAUST STACKS TO
REMAIN, UNLESS NOTED OTHERWISE.
ROOF DEMOLITION KEYED NOTES
REMOVE EXISTING: ROOF AGGREGATE, ROOF MEMBRANE,
COVER BOARD, INSULATION AND SHEATHING. METAL DECK TO
REMAIN.
REMOVE EXISTING EXPANSION JOINT AND METAL FLASHING.
REMOVE EXISTING METAL TRIM AND ROOF FASCIA.
EXISTING MECHANICAL EQUIPMENT TO REMAIN.
REMOVE EXISTING GUTTER, TYP.
REMOVE EXISTING DOWNSPOUT - TYPICAL (AT 8 PLACES).
REMOVE EXISTING ANTENNA AND ASSOCIATED CONCRETE PAD -
SEE CIVIL DRAWINGS C-101.
REMOVE EXISTING ROOF DRAIN AND CAP.
REMOVE EXISTING LIGHTNING PROTECTION.
REMOVE EXISTING ROOF EQUIPMENT.
DEMOLITION LEGEND
AREA OF EXISTING ROOF
DEMOLITION - (SEE KEYNOTE #1)
DOCUMENT WAS AUTHORIZED
THE SEAL APPEARING ON THIS
BY THOMAS DAVID MEYERS,
RA013025 APRIL 2011
C 5E R
T IFICATE NO. RA01 3
THOMAS DAVID
MEYERS
R TEGISTERED ARCHIT
EC
S
ATA
TE OF GEORG
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TRUE
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MERRICK & COMPANY
229 PEACHTREE STREET NE
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ATLANTA, GEORGIA 30303-1619
404.739.5100 www.merrick.com
PR
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PROJECT No.
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ISSUE DATE
DRAWING OF
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01016676-04
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1 ROOF - DEMOLITION PLAN
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115A
118A
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114B
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129B129A
112A112B
141B
141A
114A
138A
INSTRUCTOR
SUPPORT115
CONTROL
CENTER /
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STAFF
ROOM
NCOIC OF
TRAINING
SQUAD
LEADERS
COMM
COMM
SHIFT
SUPER / FLT
CHIEF /
LEADER124
INSTRUCTOR
SUPPORT125
FORCE
PROTECTION
OPS
SUPPORT
STANDARDS
AND
EVALUATION
SECTION
VESTIBULE
INFORMATION
PROTECTION
OPERATIONS
OFFICER
MEN
105A
105B
VESTIBULE
WOMEN
JC
110A
OPERATIONS
/ 1ST
SERGEANT
110B
ORDERLY
ROOM /
ADMIN 111
COMMANDER
MECHANICAL
VESTIBULE
115A
COPY ROOM
MOBILITY
FLT
COMMANDER
SECURITY
FORCES
MANAGER
INTERROGATION
/ INTERVIEW
ROOM
EVIDENCE
STORAGE
ROOM
101A
CORRIDOR
101C
CORRIDOR
101D
CORRIDOR
129A
HALL
129B
HALL
OFFICE
SUPPLIES
SFS/SFTR
SUPT. OF
TRAINING135
VAULT
UNIT
DEPLOYMENT
MANAGER
SUPPORT
UNISEX
SHOWER
BREAK
ROOM
ARMORY
MOBILITY /
STORAGE /
PALLETS /
BUILD-UP
LOCKERS
138D 138E
A-401
101B
CORRIDOR
MECHANICAL
YARD
110B107
141C
VESTIBULE
A-101
3A
3A
138B
ADMIN
A-101
5'-8 1/2" UP
PARTITION NOTES
1. INTERIOR DIMENSIONS ARE TO FINISH FACE OF PARTITION,
GRID LINES, AND OBJECT CENTER LINES. PROVIDE A 4"
JAMB AT HINGE SIDE OF DOOR FRAME AT PERPENDICULAR
WALLS, UNLESS NOTED OTHERWISE.
2. PATCH WALLS, FLOORS AND CEILINGS AT DEMOLITION
AREAS TO NEW CONDITION.
3. REFERENCE SHEET A-601 FOR PARTITION TYPES.
KEYED NOTES
NEW STUD WALL. SEE PARTITION TYPES ON
SHEET A-601.
NEW DOUBLE STOREFRONT DOOR.
NEW BLAST-RESISTANT STOREFRONT DOOR
WITH SIDELITE.
NEW DOUBLE ADA WATER COOLER.
INFILL WALL OPENING (ADJACENT TO EXISTING
DOOR) WITH METAL STUDS AND GYPSUM
BOARD ON BOTH SIDES TO ALIGN FLUSH WITH
ADJACENT WALL.
NEW DOUBLE BLAST RESISTANT STEEL DOOR
AND FRAME.
NEW BLAST-RESISTANT STOREFRONT DOOR.
LEGEND
EXISTING WALL CONSTRUCTION TO REMAIN
NEW WALL STUD WALL - SEE SHEET A-601
EXISTING DOOR TO REMAIN
NEW DOOR
A-101
1 FIRST FLOOR PLAN
8'0 4' 16'
SCALE:1/8"=1'-0"
DOCUMENT WAS AUTHORIZED
THE SEAL APPEARING ON THIS
BY THOMAS DAVID MEYERS,
RA013025 APRIL 2011
C 5E R
T IFICATE NO. RA01 3
THOMAS DAVID
MEYERS
R TEGISTERED ARCHIT
EC
S
ATA
TE OF GEORG
I
N
TRUE
NORTH
N
PLAN
NORTH
REV. DATE/BY DESCRIPTION
CI
VI
L
EN
G
IN
EE
RI
NG
th A
IR
LI
FT
W
IN
G
DO
BB
IN
S
AI
R
RE
SE
RV
E
BA
SE
, G
EO
RG
IA
MERRICK & COMPANY
229 PEACHTREE STREET NE
INTERNATIONAL TOWER, SUITE 600
ATLANTA, GEORGIA 30303-1619
404.739.5100 www.merrick.com
PR
O
JE
CT
LO
CA
TI
O
N
DR
AW
IN
G
CO
NT
AC
T
PROJECT No.
PROJ. OFFICER
DESIGNED
CHECKED
ISSUE DATE
DRAWING OF
PR
O
JE
CT
C O
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AC
T:
CE
HU
G H
PH
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PS
(6
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O R
C O
N
ST
R U
C
TI
O N
22 APR 2011
01016676-04
R. FORSTER
B. JONES
A-101
FI
RS
T
FL
O O
R
PL
AN
W1
W1
W1 W1 W1 W1
W1
W1
W1
A-101
W
2Q R
R
_A sB ui lts
_F or
_I nf o_ O nl y-
MEN
WOMEN
110A
OPERATIONS
/ 1ST
SERGEANT
JC
INSTRUCTOR
SUPPORT115
CONTROL
CENTER /
BATTLE
STAFF
ROOM
NCOIC OF
TRAINING
VESTIBULE
OPERATIONS
OFFICER
INFORMATION
PROTECTION
VESTIBULE
STANDARDS
AND
EVALUATION
SECTION
OPS
SUPPORT
FORCE
PROTECTION
INSTRUCTOR
SUPPORT
SHIFT
SUPER / FLT
CHIEF /
LEADER
COMM
COMM
SQUAD
LEADERS
101D
CORRIDOR
101A
CORRIDOR
101C
CORRIDOR
SECURITY
FORCES
MANAGER
INTERROGATION
/ INTERVIEW
ROOM
MOBILITY
FLT
COMMANDER
115A
COPY ROOM
VESTIBULE
COMMANDER
110B
ORDERLY
ROOM /
ADMIN
MECHANICAL
LOCKERS
BREAK
ROOM
ARMORY
MOBILITY /
STORAGE /
PALLETS /
BUILD-UP
OFFICE
SUPPLIES
SFS/SFTR
UNISEX
SHOWER
VAULT
SUPT. OF
TRAINING
VESTIBULE
129B
HALL
UNIT
DEPLOYMENT
MANAGER
SUPPORT
A
SLOPE
A A
A-501
A-501SLOPESLOPE
A
EX
IS
TI
NG
EXISTING HIGH ROOF TO REMAIN.
NO WORK REQUIRED ON EITHER
ROOF OR METAL FASCIA AND GUTTER.
4 2
A
SL
OP
E
5 5
1/4" : 12"1/4" : 12"
1/ 4"
1/4" : 12"
A
SLOPE
1/4" : 12"
A
SL
OP
E
1/ 4"
TO
R
EM
AI
N
SLOPED FASCIA
A
SL
OP
E
1/ 4"
GENERAL NOTES
1. PATCH AND REPAIR ALL DAMAGED AREAS TO MATCH ADJACENT
SURFACE AND ASSEMBLY.
2. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ALL
FIXTURE TYPES.
KEYED NOTES
EXISTING ROOF EQUIPMENT TO REMAIN ATOP NEWLY BUILT UP CURBS.
CURBS SHALL BE BUILT UP SO THAT EQUIPMENT IS A MINIMUM OF 8"
ABOVE FINISHED ROOF SURFACE.
EXISTING ROOF VENT AND EXHAUST STACKS TO REMAIN
NEW TPO MEMBRANE ROOFING - SEE DETAILS ON SHEET A-501
NEW PREFINISHED METAL GUTTER - TYP
NEW PREFINISHED METAL DOWNSPOUT(8 PLACES).
HATCHED SHADING REPRESENTS AREA RECEIVING NEW SUSPENDED
ACOUSTICAL CEILING SYSTEM - 8'-6" A.F.F.
NEW GYPSUM BOARD CEILING SOFFIT - 8'-0" A.F.F.
NEW GYPSUM BOARD CEILING WITH METAL STUD FRAMING - 8'-0" A.F.F.
NEW MECHANICAL ROOF EQUIPMENT - SEE SHEET M-101
DOCUMENT WAS AUTHORIZED
THE SEAL APPEARING ON THIS
BY THOMAS DAVID MEYERS,
RA013025 APRIL 2011
C 5E R
T IFICATE NO. RA01 3
THOMAS DAVID
MEYERS
R TEGISTERED ARCHIT
EC
S
ATA
TE OF GEORG
I
N
TRUE
NORTH
N
PLAN
NORTH
REV. DATE/BY DESCRIPTION
CI
VI
L
EN
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IN
EE
RI
NG
th A
IR
LI
FT
W
IN
G
DO
BB
IN
S
AI
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RV
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BA
SE
, G
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RG
IA
MERRICK & COMPANY
229 PEACHTREE STREET NE
INTERNATIONAL TOWER, SUITE 600
ATLANTA, GEORGIA 30303-1619
404.739.5100 www.merrick.com
PR
O
JE
CT
LO
CA
TI
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DR
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IN
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CO
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AC
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PROJECT No.
PROJ. OFFICER
DESIGNED
CHECKED
ISSUE DATE
DRAWING OF
PR
O
JE
CT
C O
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AC
T:
CE
HU
G H
PH
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PS
(6
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-3
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AL
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R / R
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A
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B M
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TA
L
- F
O R
C O
N
ST
R U
C
TI
O N
22 APR 2011
01016676-04
R. FORSTER
B. JONES
A-102
FI
RS
T
FL
O O
R
RE
FL
EC
TE
D
CE
IL
IN
G
A
ND
R O
O F
PL
AN
S
A-102
1 REFLECTED CEILING PLAN
8'0 4' 16'
SCALE:1/8"=1'-0"
A-102
2 ROOF PLAN
8'0 4' 16'
SCALE:1/8"=1'-0"
A-102 A-102
W
2Q R
R
_A sB ui lts
_F or
_I nf o_ O nl y-
FIRST FLOOR
0"
EXIST. ROOF
15'-0"
EXIST.PARAPET
23'-4"
8' -4
'-0
EXISTING ROOF TO REMAIN. NO WORK
REQUIRED ON EITHER ROOF OR METAL
FASCIA AND GUTTER
EXISTING CMU-PAINTED
NEW PREFINISHED METAL
GUTTER AND DOWNSPOUT
NEW PREFINISHED METAL
FASCIA
NEW ALUMINUM BLAST-RESISTANT
WINDOW SYSTEM W/ INSULATED GLASS.
NEW ALUMINUM BLAST-RESISTANT
DOOR WITH INSULATED
GLAZING
EXISTING GATE TO REMAIN
FIRST FLOOR
0"
EXIST. ROOF
15'-0"
EXIST.PARAPET
23'-4"
EXISTING CMU- PAINTED
NEW PREFINISHED METAL
GUTTER AND DOWNSPOUT
EXISTING HIGH ROOF TO
REMAIN. NO WORK REQUIRED
ON EITHER ROOF OR METAL
FASCIA AND GUTTER
NEW ALUMINUM BLAST-
RESISTANT WINDOW
SYSTEM W/ INSULATED
GLASS - TYP
NEW ALUMINUM BLAST-
RESISTANT DOUBLE DOOR
WITH INSULATED GLAZING
NEW TPO ROOFING
EXTERIOR COLOR SCHEDULE
EXTERIOR
PAINT
GUTTER &
DOWNSPOUTS
WINDOWS &
STOREFRONT
DOORS
WINDOWS &
STOREFRONT
CAULK
EWP-1
EWP-2
MTL-1
MTL-2
AL-1
C-1
TONY TAUPE
CANYON CLAY
DARK BRONZE
DARK BRONZE
DARK BRONZE
BRONZE
FIRST FLOOR
0"
EXIST. ROOF
15'-0"
EXIST.PARAPET
23'-4"
8' -4
'-0
EXISTING ROOF TO REMAIN. NO WORK
REQUIRED ON EITHER ROOF OR
METAL FASCIA AND GUTTER
EXISTING CMU-PAINTED
HALF GLAZED HOLLOW METAL DOUBLE
DOOR
23'-1"
FIRST FLOOR
0"
EXIST. ROOF
15'-0"
EXIST.PARAPET
23'-4"
EXISTING CMU- PAINTED
EXISTING HIGH ROOF TO
REMAIN. NO WORK REQUIRED
ON EITHER ROOF OR METAL
FASCIA AND GUTTER
NEW ALUMINUM BLAST-RESISTANT
WINDOW SYSTEM W/ INSULATED GLASS
NEW ALUMINUM BLAST-
RESISTANT DOUBLE DOOR
WITH INSULATED GLAZING
EXISTING CMU- PAINTEDEXISTING CMU- PAINTED
NEW TPO ROOFING
MTL-1
EWP-1
EWP-2
EWP-2
EWP-1
MTL-1
MTL-1 EWP-1 EWP-2 EWP-1 AL-1
EWP-1EWP-2MTL-2AL-1EWP-2
MTL-1
EWP-1
EWP-2
MTL-1 EWP-2 EWP-1
MTL-2
AL-1
EWP-1
EWP-2
AL-1EWP-1AL-1
EWP-1
DOCUMENT WAS AUTHORIZED
THE SEAL APPEARING ON THIS
BY THOMAS DAVID MEYERS,
RA013025 APRIL 2011
C 5E R
T IFICATE NO. RA01 3
THOMAS DAVID
MEYERS
R TEGISTERED ARCHIT
EC
S
ATA
TE OF GEORG
I
REV. DATE/BY DESCRIPTION
CI
VI
L
EN
G
IN
EE
RI
NG
th A
IR
LI
FT
W
IN
G
DO
BB
IN
S
AI
R
RE
SE
RV
E
BA
SE
, G
EO
RG
IA
MERRICK & COMPANY
229 PEACHTREE STREET NE
INTERNATIONAL TOWER, SUITE 600
ATLANTA, GEORGIA 30303-1619
404.739.5100 www.merrick.com
PR
O
JE
CT
LO
CA
TI
O
N
DR
AW
IN
G
CO
NT
AC
T
PROJECT No.
PROJ. OFFICER
DESIGNED
CHECKED
ISSUE DATE
DRAWING OF
PR
O
JE
CT
C O
NT
AC
T:
CE
HU
G H
PH
IL
LI
PS
(6
) 6
-3
CA
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TR
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A
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EF
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T. MARTINSON
AL
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R / R
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-0
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BB
IN
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RV
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BA
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IA
C O
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EC
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D F
IN
A
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B M
IT
TA
L
- F
O R
C O
N
ST
R U
C
TI
O N
22 APR 2011
01016676-04
R. FORSTER
B. JONES
A-201
BU
IL
DI
NG
E
LE
VA
TI
O
NS
A-201
1 NORTH ELEVATION
A-201
2 EAST ELEVATION
8'0 4' 16'
SCALE:1/8"=1'-0"
8'0 4' 16'
SCALE:1/8"=1'-0"
A-201
3 SOUTH ELEVATION
A-201
4 WEST ELEVATION
8'0 4' 16'
SCALE:1/8"=1'-0"
8'0 4' 16'
SCALE:1/8"=1'-0"
A-201
5 ENTRY SOUTH ELEVATION
A-201
6 ENTRY EAST ELEVATION
A-201
7 MECHANICAL YARD WALL
A-201
8 ENTRY NORTH ELEVATION
A-101
A-101
A-101
A-101 A-201
A-201
A-201
A-201
W
2Q R
R
_A sB ui lts
_F or
_I nf o_ O nl y-
MEN
WOMEN
110A
OPERATIONS
/ 1ST
SERGEANT
2'-9" 4'-10" 1'-6"
1' -3
1'
-3
1' -3
1'
-3
1' -4
2A 2A1A
3A
3B 4A 3A
3B 3A
3A
3A3A
1A
3A 3A
3A
3A
4' -0
3' -3
3'
-1
4' -1
0" 1'
-6
2'-7 1/2"
14'-6 1/4" 1'-5" 12'-9 1/2" 5'-5"
1' -0
/4
4A
4' -1
1"
EQ 2'-1 1/2" 2'-1 1/2" EQ
EQ EQ1'-6"
EQ
2'
-3
2' -3
EQ
EQ
EQ
SIM
6"
UNISEX
SHOWER
1' -8
/4
3A
3A
4A
4A SIM
SIM
1' -0
3'
-0
3'-0 1/2"
EXIST. (VIF)
14'-8"
7' -0
2'-0" 10'-8" 2'-0"
PRECAST WALL CAP
W/ INTEGRAL DRIP EDGE
FULLY GROUTED
BOND BEAM W/ (2) #5
CONT.
PROVIDE HOOKED DOWELS
TO MATCH VERTICALS W/
CLASS "B" LAP. ALTERNATE
HOOK DIRECTIONS
PAVEMENT
OR GRADE
SLAB; SEE SHEET C-502
8" CMU W/ # 5 @ 32" O.C.
CENTERED IN GROUTED
CELLS
7 5/8"
7' -0
8"
2'-0"
1' -6
A-401
8" CMU PIER W/ #5 VERTICALS
IN EACH SOLIDLY GROUTED
CORNER CELL. PROVIDE HOOKED
DOWELS @ EACH VERTICAL W/ CLASS
'B' LAP.
3'-0" X 3'-0" X 1'-3" FOOTING AT PIERS.
REINFORCE W/ (4) #5 EACH WAY, BOTTOM
15'-4"
2' -0
'-8
'-8
BOLLARD
BOLLARD
PARTITION NOTES
1. INTERIOR DIMENSIONS ARE TO FINISH FACE OF PARTITION,
GRID LINES, AND OBJECT CENTER LINES. PROVIDE A 4" JAMB
AT HINGE SIDE OF DOOR FRAME AT PERPENDICULAR WALLS,
UNLESS NOTED OTHERWISE.
2. PATCH WALLS, FLOORS AND CEILINGS AT DEMOLITION AREAS
TO NEW CONDITION.
3. REFERENCE SHEET A-601 FOR PARTITION TYPES.
LEGEND
EXISTING WALL CONSTRUCTION TO REMAIN
NEW WALL STUD WALL - SEE SHEET A-601
EXISTING DOOR TO REMAIN
NEW DOOR
ONE LAYER 5/8" GYPSUM BOARD
BOTH SIDES (OR AS SCHEDULED)
METAL STUD
2X TREATED WOOD BLOCKING
(FASTEN TO METAL STUDS)
SCHEDULED WALL
HUNG COMPONENT
INSULATION PER
PARTITION TYPE
WC TA-2
LAV
TA-1
MR-1
(TO AVOID
OUTLET)
1' -3
1' -6
" 3' -0
" 4' -6
LEGEND (INTERIOR CODES)
WATER CLOSET
LAVATORY
MIRRORED GLASS
PAPER TOWEL DISPENSER
TOILET TISSUE DISPENSER
WC
LAV
MR-1
TA-1
TA-2
7' -0
15'-4" 3'
-6
2'-0"
DOCUMENT WAS AUTHORIZED
THE SEAL APPEARING ON THIS
BY THOMAS DAVID MEYERS,
RA013025 APRIL 2011
C 5E R
T IFICATE NO. RA01 3
THOMAS DAVID
MEYERS
R TEGISTERED ARCHIT
EC
S
ATA
TE OF GEORG
I
REV. DATE/BY DESCRIPTION
CI
VI
L
EN
G
IN
EE
RI
NG
th A
IR
LI
FT
W
IN
G
DO
BB
IN
S
AI
R
RE
SE
RV
E
BA
SE
, G
EO
RG
IA
MERRICK & COMPANY
229 PEACHTREE STREET NE
INTERNATIONAL TOWER, SUITE 600
ATLANTA, GEORGIA 30303-1619
404.739.5100 www.merrick.com
PR
O
JE
CT
LO
CA
TI
O
N
DR
AW
IN
G
CO
NT
AC
T
PROJECT No.
PROJ. OFFICER
DESIGNED
CHECKED
ISSUE DATE
DRAWING OF
PR
O
JE
CT
C O
NT
AC
T:
CE
HU
G H
PH
IL
LI
PS
(6
) 6
-3
CA
PA
TR
IN
A
SH
EF
FI
EL
D
8)
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T. MARTINSON
AL
TE
R / R
EP
AI
R
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CU
RI
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F
OR
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S B7
CO
NT
RA
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N
UM
BE
R:
F
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3-
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TA
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FG
W
B
-0
DO
BB
IN
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AI
R
RE
SE
RV
E
BA
SE
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RG
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C O
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EC
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D F
IN
A
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SU
B M
IT
TA
L
- F
O R
C O
N
ST
R U
C
TI
O N
22 APR 2011
01016676-04
R. FORSTER
B. JONES
A-401
EN
LA
RG
ED
P
LA
NS
A
ND
E
LE
VA
TI
O
NS
A-401
1 ENLARGED RESTROOM PLAN
A-401
2 ENLARGED UNISEX RESTROOM AND SHOWER
A-401
5 TRASH ENCLOSURE ELEVATION
A-401
6 TRASH ENCLOSURE WALL SECTION
A-401
3 TRASH ENCLOSURE ENLARGED PLAN
SCALE:1"=1'-0"
1' 2'
2' 4'0 1'
SCALE:3/8"=1'-0"
2' 4'0 1'
SCALE:3/8"=1'-0"
2' 4'0 1'
SCALE:3/8"=1'-0"
2' 4'0 1'
SCALE:3/8"=1'-0"
2' 4'0 1'
SCALE:3/8"=1'-0"
N
TRUE
NORTH
N
PLAN
NORTH
N
TRUE
NORTH
N
PLAN
NORTH
A-101
A-101
C-102
N
TRUE
NORTH
N
PLAN
NORTH
A-401
A-401
A-401
7 TYPICAL BLOCKING DETAIL - (PLAN)
A-401
SCALE: N.T.S.
A-401
8 TYPICAL MOUNTING HEIGHTS
A-401
SCALE: N.T.S.
A-401
4 TRASH ENCLOSURE ELEVATION
W
2Q R
R
_A sB ui lts
_F or
_I nf o_ O nl y-
CONTINUOUS METAL
STUD WALL TRACK
ONE LAYER OF 5/8"
BOARD BOTH SIDES
SOUND ATTENUATION
INSULATION
WALL BASE AS
SCHEDULED
ONE LAYER OF 5/8"
GWB BOTH SIDES OVER
METAL STUDS
4"
H.M. FRAME
DOOR AS SCHEDULED
TYP
ONE LAYER OF 5/8"
BOARD BOTH SIDES
SOUND ATTENUATION
INSULATION
INSIDE CORNER
REINFORCEMENT
2" M
AX
5/8" METAL GYPSUM
BOARD CORNER BEAD
METAL STUD WALL
NEW TPO MEMBRANE
NEW 5/8" GYPSUM
PROTECITON BOARD
NEW RIGID INSULATION
EXISTING METAL DECKING
TO REMAIN
NEW 2X TREATED WOOD NAILERS
EXISTING CMU WALL TO
REMAIN
NEW EXPANSION
JOINT SURFACE
MOUNT FLASHING
EXISTING STEEL STRUCTURE TO REMAIN
EXISTING CMU WALL TO REMAIN
EXISTING EQUIPMENT
NEW TAPERED
RIGID INSULATION
NEW 5/8" GYPSUM
PROTECTION BOARD
NEW TPO MEMBRANE
ROOFING
NEW PRE-FINISHED METAL GUTTER
- SEE ROOF PLAN FOR EXTENT
EXISTING STUCCO
FASCIA TO REMAIN
NEW TREATED 2X
WOOD NAILER
EXISTING METAL
DECKING TO REMAIN
EXISTING 4" CMU
TO REMAIN
EXISTING RIGID
INSULATION
EXISTING CMU DECORATIVE
REVEALS BEYOND TO REMAIN
NEW PRE-FINISHED METAL
ROOF CLOSURE TRIM
CONTINUOUS SEALANT -
TYPICAL
EXISTING 8" CMU WALL
TO REMAIN
CONTINUOUS PERIMETER
ROOFING CAP WITH
SEALANT - TYPICAL
EXISTING STEEL
STRUCTURE TO
REMAIN
SLOPE
1/4" : 12"
3 1/2" X 2 1/2" ANGLE
DOCUMENT WAS AUTHORIZED
THE SEAL APPEARING ON THIS
BY THOMAS DAVID MEYERS,
RA013025 APRIL 2011
C 5E R
T IFICATE NO. RA01 3
THOMAS DAVID
MEYERS
R TEGISTERED ARCHIT
EC
S
ATA
TE OF GEORG
I
REV. DATE/BY DESCRIPTION
CI
VI
L
EN
G
IN
EE
RI
NG
th A
IR
LI
FT
W
IN
G
DO
BB
IN
S
AI
R
RE
SE
RV
E
BA
SE
, G
EO
RG
IA
MERRICK & COMPANY
229 PEACHTREE STREET NE
INTERNATIONAL TOWER, SUITE 600
ATLANTA, GEORGIA 30303-1619
404.739.5100 www.merrick.com
PR
O
JE
CT
LO
CA
TI
O
N
DR
AW
IN
G
CO
NT
AC
T
PROJECT No.
PROJ. OFFICER
DESIGNED
CHECKED
ISSUE DATE
DRAWING OF
PR
O
JE
CT
C O
NT
AC
T:
CE
HU
G H
PH
IL
LI
PS
(6
) 6
-3
CA
PA
TR
IN
A
SH
EF
FI
EL
D
8)
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T. MARTINSON
AL
TE
R / R
EP
AI
R
SE
CU
RI
TY
F
OR
CE
S B7
CO
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RA
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N
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BE
R:
F
A6
3-
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TA
SK
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FG
W
B
-0
DO
BB
IN
S
AI
R
RE
SE
RV
E
BA
SE
, G
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IA
C O
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EC
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D F
IN
A
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SU
B M
IT
TA
L
- F
O R
C O
N
ST
R U
C
TI
O N
22 APR 2011
01016676-04
R. FORSTER
B. JONES
A-501
DE
TA
IL
S
A-501
2 TYPICAL PARTITION AT FLOOR
A-501
3 TYPICAL DOOR FRAME LOCATION AT CORNER - U.N.O.
A-501
1 TYPICAL PARTITION CORNER
A-501
4 ROOF SECTION AT BUILDING SEPERATION
A-501
5 TYPICAL ROOF EAVE DETAIL
A-102 A-1021' 2'0 6"
SCALE:1-1/2"=1'-0"
1' 2'0 6"
SCALE:1-1/2"=1'-0"
A-501 A-501 A-501
W
2Q R
R
_A sB ui lts
_F or
_I nf o_ O nl y-
NEW ALUM BLAST-
RESISTANT WINDOW
SYSTEM - TYP.
NEW HEAD 1" INFILL
OPEN BACK TRANSOM
WITH PERIMETER
PRESSURE PLATE
NEW SILL 1" INFILL
OPEN BACK TRANSOM
WITH PERIMETER
PRESSURE PLATE
EXISTING
4" CMU
EXISTING 1'-2 3/4"
WALL ASSEMBLY
TO REMAIN
NEW ALUM BLAST-
RESISTANT WINDOW
SYSTEM - TYP.
NEW 3/8" CAULK W/
1/2"BACKER ROD
EXISITNG 8" U-
BLOCK TO REMAIN
EXISITNG 1/2" METAL
FURRING CHANNELS
TO REMAIN
EXISTING 1/2"
GYPSUM BOARD
TO REMAIN
EXISTING STEEL ANGLE
TO REMAIN
NEW 3/8" CAULK W/
1/2"BACKER ROD
EXISTING PRECAST
CONCRETE SILL
TO REMAIN
EXISTING 1'2 3/4"
WALL ASSEMBLY
TO REMAIN
EXISTING EDGE DRIP
3 5/8" 2 1/2" 7 5/8" 1"
5/
8"
6"
5/ 8"
7 1/2"3 1/8"
(EXISTING)
1'-2 3/4"
NOTE:
BLAST-REISTANT WINDOWS SHALL BE PROVIDED AND
INSTALLED, BUT NO REHABILITATION OR STRENGTHENING OF
THE EXISTING EXTERIOR WALL SHALL BE PERFORMED.
NEW JAMB 1" INFILL
TUBE MULLION W/
PERIMETER PRESSURE
PLATE
5/
8"
1/ 2"
5/
8" 1"
NEW ALUM BLAST-RESISTANT
WINDOW SYSTEM - TYP.
EXISITNG 4" CMU
TO REMAIN
EXISTING 1'-2 3/4"
WALL ASSEMBLY
TO REMAIN
NEW 3/8" CAULK W/
1/2"BACKER ROD
EXISTING 8' CMU
TO REMAIN
EXISTING 1/2" METAL
FURRING CHANNELS
TO REMAIN
EXISTING 1/2"
GYPSUM BOARD
TO REMAIN
(E
XI
ST
IN
G
1' -2
/4
NEW 2 1/2"x 1/2"
WOOD BLOCKING
2 1/2"
1/
2"
NEW HOLLOW METAL
DOOR AND FRAME
SEE SCHEDULE
4 7/8"
NEW GYPSUM
BOARD WALL
PARTITION SEE
SCHEDULE
NEW FRAME
INSULATION
SEE SCHEDULE
SEALANT - TYP.
EXISTING 4" CMU
TO REMAIN
EXISTING 1'-1 3/4"
WALL ASSEMBLY
TO REMAIN
EXISTING
STEEL ANGLE
TO REMAIN
3 5/8" 2 1/2" 7 5/8"
(EXISTING)
1'-1 3/4"
NEW HOLLOW METAL
DOOR AND FRAME
SEE SCHEDULE - PAINT
NEW METAL FRAME
FILL SOLID WITH
CONCRETE SEE
SCHEDULE - PAINT
4"
EXISTING CMU
TO REMAIN
8 3/4"2"
NEW ALUMINIUM
BLAST-RESISTANT
DOOR AND FRAME
SEE SCHEDULE
EXISTING 7/8" STUCCO
FASCIA TO REMAIN
EXISTING 4"
BLANKET
INSULATION
TO REMAIN
EXTERIOR
NEW ACUSTICAL
CEILING SEE
SCHEDULE
EXISITING CMU
TO REMAIN
EXISTING 4" CMU
TO REMAIN
EXISTING 1'-2 3/4"
WALL ASSEMBLY
TO REMAIN
3 5/8" 2 1/2" 7 5/8"
NEW 1/8"BENT
STEEL COVER
PLATE - WELD TO
EXISTING - PAINT
EXISTING OVERHEAD
DOOR TO REMAIN
1/ 2"
NEW CONCRETE INFILL SLAB
1'-4 1/4"
EXISTING BENT
STEEL FRAME TO BE
REMOVED AND REPLACED
WITH NEW 1/4" BENT
STEEL
FRAME-PAINT
1/
8"
EXISTING OVERHEAD
DOOR/HOOD TO
REMAIN
EXISTING SLOPE
SAW CUT EXISTING
ASPHALT BACK 2'-0" AND
REAPPLY NEW LAYER OF
ASPHALT TO SLOPE
AWAY FROM DOORS SIDE
AND FRONT
EXISTING STEEL ANGLE
TO REMAIN - PAINT
SLOPE
1/4" / 12"
CONTINUOUS
SEALANT - TYP.
EXISTING CONCRETE
SLAB TO REMAIN
1/2" EXPANSION FILLER
3 5/8" 2 1/2" 7 5/8"
EXISTING 4"
CMU
TO REMAIN EXISTING 1'-2 3/4"
WALL ASSEMBLY
TO REMAIN
NEW HOLLOW METAL
DOOR AND FRAME SEE
SCHEDULE - PAINT
NEW METAL FRAME
SCHEDULE - PAINT
NEW SEALANT
AND BACKER
ROD - TYP.
2"
8 3/4"
NEW HOLLOW METAL
DOOR AND FRAME
SEE SCHEDULE
NEW ADA COMPLIANT DOOR
THRESHOLD - SEE SCHEDULE
ASPHALT
EXISTING
TO REMAIN
CONCRETE SLAB
EXISTING
TO REMAIN
NEW HOLLOW METAL
DOOR AND FRAME
SEE SCHEDULE
4 7/8"
NEW GYPSUM
BOARD WALL
PARTITION SEE
SCHEDULE
NEW FRAME
INSULATION
SEE SCHEDULE
NEW ALUMINUM
BLAST-RESITANT
DOOR AND FRAME
SEE SCHEDULE
EXTERIOR
EXISTING 1'-2 3/4"
WALL ASSEMBLY
TO REMAIN
EXISTING 1/2" GYPSUM BOARD
ON METAL FURRING CHANNEL
TO REMAIN
5/
8"
1/ 2"
5/
8" 1"
NEW SEALANT WIHT
BACKER ROD BOTH
SIDES - TYP.
EXISITING 4" CMU
TO REMAIN2
1/ 2"
3 5/8" 2 1/2" 7 5/8"
EXISTING 1'-1 3/4"
WALL ASSEMBLY
TO REMAIN
EXTERIOR
8" CMU
NEW 1/8"
BENT STEEL
COVER PLATE -
WELD TO
EXISTING - PAINT
CONT.
SEALANT - TYP.
EXISTING TO
REMAIN
DOCUMENT WAS AUTHORIZED
THE SEAL APPEARING ON THIS
BY THOMAS DAVID MEYERS,
RA013025 APRIL 2011
C 5E R
T IFICATE NO. RA01 3
THOMAS DAVID
MEYERS
R TEGISTERED ARCHIT
EC
S
ATA
TE OF GEORG
I
REV. DATE/BY DESCRIPTION
CI
VI
L
EN
G
IN
EE
RI
NG
th A
IR
LI
FT
W
IN
G
DO
BB
IN
S
AI
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RE
SE
RV
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BA
SE
, G
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RG
IA
MERRICK & COMPANY
229 PEACHTREE STREET NE
INTERNATIONAL TOWER, SUITE 600
ATLANTA, GEORGIA 30303-1619
404.739.5100 www.merrick.com
PR
O
JE
CT
LO
CA
TI
O
N
DR
AW
IN
G
CO
NT
AC
T
PROJECT No.
PROJ. OFFICER
DESIGNED
CHECKED
ISSUE DATE
DRAWING OF
PR
O
JE
CT
C O
NT
AC
T:
CE
HU
G H
PH
IL
LI
PS
(6
) 6
-3
CA
PA
TR
IN
A
SH
EF
FI
EL
D
8)
-5
T. MARTINSON
AL
TE
R / R
EP
AI
R
SE
CU
RI
TY
F
OR
CE
S B7
CO
NT
RA
CT
N
UM
BE
R:
F
A6
3-
-D -0
TA
SK
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FG
W
B
-0
DO
BB
IN
S
AI
R
RE
SE
RV
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BA
SE
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RG
IA
C O
R R
EC
TE
D F
IN
A
L
SU
B M
IT
TA
L
- F
O R
C O
N
ST
R U
C
TI
O N
22 APR 2011
01016676-04
R. FORSTER
B. JONES
A-502
DE
TA
IL
S
A-502
1 DETAIL-BLAST RESISTANT WINDOW-SILL & HEAD
A-502
2 DETAIL-BLAST RESISTANT WINDOW-JAMB
A-502
9 INTERIOR HM DOOR-HEAD
A-502
3 DETAIL-EXTERIOR HM DOOR-HEAD
A-502
7 DETAIL-EXTERIOR DOOR @ ENTRANCE PORCH - HEAD
A-502
11 DETAIL-OVERHEAD DOOR-HEAD AND SILL
A-502
5 DETAIL-EXTERIOR HM DOOR-JAMB
A-502
4 DETAIL-EXTERIOR HM DOOR-SILL
A-502
10 INTERIOR HM DOOR-JAMB
A-502
6 DETAIL-EXTERIOR DOOR @ ENTRANCE PORCH NORTH- JAMB
A-502
12 OVERHEAD DOOR-JAMB
SCALE: 3"=1'-0"
3" 6" 9" 12" 0
SCALE: 3"=1'-0"
3" 6" 9" 12" 0
SCALE: 3"=1'-0"
3" 6" 9" 12"
SCALE: 3"=1'-0"
3" 6" 9" 12"
SCALE: 3"=1'-0"
3" 6" 9" 12"
SCALE: 3"=1'-0"
3" 6" 9" 12" 0
SCALE: 3"=1'-0"
3" 6" 9" 12" 0
SCALE: 3"=1'-0"
3" 6" 9" 12"
SCALE: 3"=1'-0"
3" 6" 9" 12"
SCALE: 3"=1'-0"
3" 6" 9" 12"
SCALE: 3"=1'-0"
3" 6" 9" 12"
A-601A-601A-601
A-601
A-601 A-601 A-601 A-601
A-601
A-601
A-601
W
2Q R
R
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_F or
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VE
RI
FY
7'
-0
VE
RI
FY
7'
-0
6"
6" 6" 6" 6"
3' -4
2" 2"
SEE SCHEDULE
2"
SE
E
SC
H
ED
U
LE
2" 2"
SEE SCHEDULE
4"
SE
E
SC
H
ED
U
LE
2' 4'0 1'
SCALE:3/8"=1'-0"
VE
RI
FY
VE
RI
FY
6'-5"
2 1/2" 2 1/2"
7' -1
/2
1/
2"
6'-3 1/2"
1 3/4" 1 3/4"
7' -1
/4
3/
4"
5'-4"
1 3/4" 1 3/4"
7' -1
/4
3/ 4"
5'-4"
2 1/2" 2 1/2"
7' -1
/2
1/ 2"
2'-7"
4' -0
A-502
A-502
A-502
VERIFY
VE
RI
FY
SILL
PLAN
HEAD
STRUCTURE ABOVE
EXISTING CMU WALL TO REMAIN
SCHEDULED CEILING SYSTEM
5/8" GYP. BOARD
2" METAL "Z"
STUD
SCHEDULED BASE
CONTINUOUS BOTTOM RUNNER
ATTACHED TO FLOOR
TYPE
PART
WIDTH
STUD SIZE
& TYPE
STUD
SPACING O.C.
FIRE
RATING STC
A 2 5/8" 2" Z 16" - -
6"
EXISTING CONCRETE SLAB TO REMAIN
2" RIGID INSULATION
(EXTERIOR WALLS ONLY)
SILL
PLAN
HEAD
STRUCTURE ABOVE
METAL DEFLECTION TRACK
SCHEDULED CEILING SYSTEM
ACOUSTIC SEALANT BOTH SIDES
SCHEDULED BASE
CONTINUOUS BOTTOM RUNNER
ATTACHED TO FLOOR
METAL STUD
5/8" GYP. BOARD TYPE "X" BOTH SIDES
TYPE
PART
WIDTH
STUD SIZE
& TYPE
STUD
SPACING O.C.
FIRE
RATING STC
A
B
4-7/8"
7 1/4"
3-5/8"C
6" C
16" -
16" 42
KICKERS WHERE REQUIRED
SOUND ATTENUATION BATTS
EXISTING CONCRETE SLAB TO REMAIN
SILL
PLAN
HEAD
FLOOR SLAB
STRUCTURE ABOVE
METAL DEFLECTION TRACK
SCHEDULED CEILING SYSTEM
ACOUSTIC SEALANT BOTH SIDES
TILE FINISH REFER TO INTERIOR
ELEVATIONS AND FINISH SCHEDULE
CONTINUOUS BOTTOM RUNNER
ATTACHED TO FLOOR
METAL STUD
5/8" GYP. BOARD TYPE "X" BOTH SIDES
TYPE
PART
WIDTH
STUD SIZE
& TYPE
STUD
SPACING O.C.
FIRE
RATING STC
A SEE PLAN 3-5/8"C 16" - 42
KICKERS WHERE REQUIRED
SOUND ATTENUATION BATTS
EXISTING CONCRETE SLAB TO REMAIN
6"
SILL
PLAN
HEAD
FLOOR SLAB
STRUCTURE ABOVE
METAL DEFLECTION TRACK
SCHEDULED CEILING SYSTEM
ACOUSTIC SEALANT
TILE FINISH REFER TO INTERIOR
ELEVATIONS AND FINISH SCHEDULE
CONTINUOUS BOTTOM RUNNER
ATTACHED TO FLOOR
METAL STUD
5/8" GYP. BOARD TYPE "X"
TYPE
PART
WIDTH
STUD SIZE
& TYPE
STUD
SPACING O.C.
FIRE
RATING STC
A 4 1/4" 3-5/8" 16" - -
SOUND ATTENUATION BATTS
EXISTING CONCRETE SLAB TO REMAIN
EXISTING PARTITION
DOCUMENT WAS AUTHORIZED
THE SEAL APPEARING ON THIS
BY THOMAS DAVID MEYERS,
RA013025 APRIL 2011
C 5E R
T IFICATE NO. RA01 3
THOMAS DAVID
MEYERS
R TEGISTERED ARCHIT
EC
S
ATA
TE OF GEORG
I
REV. DATE/BY DESCRIPTION
CI
VI
L
EN
G
IN
EE
RI
NG
th A
IR
LI
FT
W
IN
G
DO
BB
IN
S
AI
R
RE
SE
RV
E
BA
SE
, G
EO
RG
IA
MERRICK & COMPANY
229 PEACHTREE STREET NE
INTERNATIONAL TOWER, SUITE 600
ATLANTA, GEORGIA 30303-1619
404.739.5100 www.merrick.com
PR
O
JE
CT
LO
CA
TI
O
N
DR
AW
IN
G
CO
NT
AC
T
PROJECT No.
PROJ. OFFICER
DESIGNED
CHECKED
ISSUE DATE
DRAWING OF
PR
O
JE
CT
C O
NT
AC
T:
CE
HU
G H
PH
IL
LI
PS
(6
) 6
-3
CA
PA
TR
IN
A
SH
EF
FI
EL
D
8)
-5
T. MARTINSON
AL
TE
R / R
EP
AI
R
SE
CU
RI
TY
F
OR
CE
S B7
CO
NT
RA
CT
N
UM
BE
R:
F
A6
3-
-D -0
TA
SK
O
RD
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FG
W
B
-0
DO
BB
IN
S
AI
R
RE
SE
RV
E
BA
SE
, G
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RG
IA
C O
R R
EC
TE
D F
IN
A
L
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B M
IT
TA
L
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O R
C O
N
ST
R U
C
TI
O N
22 APR 2011
01016676-04
R. FORSTER
B. JONES
A-601
DO
O
R
SC
HE
DU
LE
W
IN
DO
W
A
ND
D O
O R
EL
EV
AT
IO
NS
DOOR SCHEDULE
Door No.
Door Size Door Door Frame Hardware
Set
Detail
RemarksHeight Width Thickness Material Door Type
Frame Material
Frame Type Head Jamb Sill
FIRST FLOOR
102 7'-0" 3' - 0" 1 3/4" HM - - - 10.0 EXISTING TO REMAIN
103 7'-0" 3' - 0" 1 3/4" HM - - - 12.0 EXISTING TO REMAIN
104 7'-0" 3' - 0" 1 3/4" HM - - - 10.0
105A 6'-11" 3' - 0" 1 3/4" ALUM/GLASS E ALUM E 1.0 7/A-502 6/A-502 BLAST RESITANT
105B 7'-0" 3' - 0" 1 3/4" ALUM/GLASS E ALUM F 7.0 7 / A-502
SIM
6 / A-502
SIM
106 7'-0" 6' - 0" 1 3/4" HM - - - 5.0 EXISTING TO REMAIN
107 7'-0" 3' - 0" 1 3/4" HM A HM A 8.0 9/A-502 10/A-502
108 7'-0" 3' - 0" 1 3/4" HM A HM A 16.0 9/A-502 10/A-502
109 7'-0" 3' - 0" 1 3/4" HM A HM A 16.0 9/A-502 10/A-502
110A 7'-0" 3' - 0" 1 3/4" HM A HM A 10.0 9/A-502 10/A-502
110B 7'-0" 3' - 0" 1 3/4" HM A HM A 13.0 9/A-502 10/A-502
110D - - - - 4.0 MECHANICAL YARD GATE
111 7'-0" 3' - 0" 1 3/4" HM - - - 10.0 EXISTING TO REMAIN
111A 7'-0" 3' - 0" 1 3/4" HM - - - 9.0 EXISTING TO REMAIN
112A 6'-11" 6' - 0" 1 3/4" ALUM/GLASS B ALUM C 1.0 7/A-502 6/A-502 BLAST RESISTANT
112B 7'-0" 6' - 0" 1 3/4" ALUM/GLASS B ALUM D 7.0 7/A-502
SIM
6/A-502
SIM
114A 7'-0" 6' - 0" 1 3/4" ALUM/GLASS B - - 11.0 EXISTING TO REMAIN
114B 7'-0" 3' - 0" 1 3/4" HM A - - 13.0 EXISTING TO REMAIN
115 7'-0" 3' - 0" 1 3/4" HM A - - 13.0 EXISTING TO REMAIN
115A 7'-0" 3' - 0" 1 3/4" HM A - - 15.0 EXISTING TO REMAIN
116 7'-0" 3' - 0" 1 3/4" HM A - - 10.0 EXISTING TO REMAIN
117 7'-0" 3' - 0" 1 3/4" HM A - - 10.0 EXISTING TO REMAIN
118A 7'-0" 3' - 0" 1 3/4" HM A - - 10.0 EXISTING TO REMAIN
118B 7'-0" 3' - 0" 1 3/4" HM A - - 9.0 EXISTING TO REMAIN
119 7'-0" 3' - 0" 1 3/4" HM A - - 8.0 EXISTING TO REMAIN
120 7'-0" 3' - 0" 1 3/4" HM A - - 13.0 EXISTING TO REMAIN
121 7'-0" 3' - 0" 1 3/4" HM A - - 8.0 EXISTING
122 7'-0" 3' - 0" 1 3/4" HM A - - 8.0 EXISTING TO REMAIN
123 7'-0" 3' - 0" 1 3/4" HM A - - 13.0 EXISTING TO REMAIN
124 7'-0" 3' - 0" 1 3/4" HM A - - 13.0 EXISTING TO REMAIN
125 7'-0" 3' - 0" 1 3/4" HM A - - 13.0 EXISTING TO REMAIN
126 7'-0" 3' - 0" 1 3/4" HM A - - 13.0 EXISTING TO REMAIN
127 7'-0" 3' - 0" 1 3/4" HM A - - 13.0 EXISTING TO REMAIN
128 6'-0" 5' - 2" 1 3/4" - - - - 4.0 TRASH ENCLOSURE GATE
128A 7'-0" 3' - 0" 1 3/4" HM A - - 13.0 EXISTING TO REMAIN
128B 7'-0" 3' - 0" 1 3/4" HM A - - 13.0 EXISTING TO REMAIN
129A 6'-11" 6' - 0" 1 3/4" ALUM/GLASS B ALUM C 1.0 7/A-502 6/A-502 BLAST RESISTANT
129B 7'-0" 6' - 0" 1 3/4" ALUM/GLASS B ALUM D 7.0 7/A-502
SIM
6/A-502
SIM
130 7'-0" 3' - 0" 1 3/4" HM A - - 10.0 EXISTING TO REMAIN
131 7'-0" 3' - 0" 1 3/4" HM A - - 13.0 EXISTING TO REMAIN
132 7'-0" 3' - 0" 1 3/4" HM A - - 8.0 EXISTING TO REMAIN
133 7'-0" 3' - 0" 1 3/4" HM A - - 13.0 EXISTING TO REMAIN
134 7'-0" 3' - 0" 1 3/4" HM A - - 10.0 EXISTING TO REMAIN
135 7'-0" 3' - 0" 1 3/4" HM A - - 8.0 EXISTING TO REMAIN
136 7'-0" 3' - 0" 1 3/4" HM A HM A 14.0 9/A-502 10/A-502
138A 7'-0" 3' - 0" 1 3/4" HM A - - 2.0 EXISTING TO REMAIN
138B 7'-0" 3' - 0" 1 3/4" HM - - - 2.0 EXISTING TO REMAIN
138C 7'-0" 3' - 0" 1 3/4" HM A - - 8.0 EXISTING TO REMAIN
138D 14'-0" 12' - 8" 3" EXIST - - - 4.0 11/A-502 12/A-502 11/A-502 EXISTING O.H. DOOR TO REMAIN 138E 14'-0" 12' - 8" 3" EXIST - - - 4.0 11/A-502 12/A-502 11/A-502 EXISTING O.H. DOOR TO REMAIN
139 7'-0" 3' - 0" 1 3/4" HM A - - 15.0 EXISTING TO REMAIN
140 7'-0" 3' - 0" 1 3/4" HM A - - 8.0 EXISTING TO REMAIN
141A 7'-0" 6' - 0" 1 3/4" HM/GLASS D HM B 3.0 3/A-502 5/A-502 4/A-502 BLAST RESISTANT
141B 7'-0" 6' - 0" 1 3/4" ALUM/GLASS B ALUM D 6.0 7/A-502
SIM
6/A-502
SIM
141C 7'-0" 6' - 0" 1 3/4" ALUM/GLASS B ALUM D 7.0 7/A-502
SIM
6/A-502
SIM
MEZZANINE Floor
138F 7'-0" 3' - 0" 1 3/4" HM A - - EXISTING TO REMAIN
138G 7'-0" 6' - 0" 1 3/4" HM - - - EXISTING TO REMAIN
A-601
1 DOOR ELEVATIONS
A-601
2 DOOR FRAME ELEVATIONS
A-601
3 WINDOW ELEVATIONS
A B C
HM
PAINT
ALUM/GLASS
ANODIZED DARK BRONZE
(BLAST RESISTANT GLAZING)
HM
PAINT
A
W1
A-601
4 PARTITION TYPE 2
A-601
6 PARTITION TYPE 3
A-601
7 PARTITION TYPE 4
B
2' 4'0 1'
SCALE:3/8"=1'-0"
2' 4'0 1'
SCALE:3/8"=1'-0"
1' 2'0 6"
SCALE:1-1/2"=1'-0"
1' 2'0 6"
SCALE:1-1/2"=1'-0"
ALUM/ANODIZED DARK BRONZE
HM
PAINT
HM
PAINT
D
HM
HALF GLASS
(BLAST RESISTANT
GLAZING AT EXTERIOR
DOORS)
C
ALUM
D
ALUM
A-601
A-601
A-601
A-601A-601
A-601
E
ALUM/GLASS
SINGLE
(BLAST RESISTANT
GLAZING AT EXTERIOR
DOORS)
E
ALUM/GLASS
(BLAST RESISTANT
GLAZING
F
ALUM/
GLASS
PR 3'-0"
PR 3'-0"
PR 3'-0"
PR 3'-0"
PR 3'-0"
PR 3'-0"
PR 3'-0"
PR 3'-0"
PR 3'-0"
A-601
5 PARTITION TYPE 4
1' 2'0 6"
SCALE:1-1/2"=1'-0"
1' 2'0 6"
SCALE:1-1/2"=1'-0"
A-601
W
2Q R
R
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DN
INSTRUCTOR
SUPPORT113
CONTROL
CENTER/
BATTLE
STAFF
ROOM
NCOIC OF
TRAINING
SQUAD
LEADERS
COMM
ROOM
COMM
ROOM123
SHIFT
SUPER/ FLT.
CHIEF
LEADER124
INSTRUCTOR
SUPPORT125
FORCE
PROTECTION
OPS
SUPPORT
STANDARDS
AND
EVALUTION
SECTION
VESTIBULE
INFORMATION
PROTECTION
ADMIN
OPERATIONS
OFFICER
MEN'S RR
VESTIBULE
WOMEN'S
RR 110A
OPERATIONS
1ST AGENT
110B
ORDERLY
ROOM/ADMIN 111
COMMANDER
MECHANICAL
VESTIBULE
COPY ROOM
MOBILITY
FLT
COMMANDER
SECURITY
FORCES
MANAGER
INTERROGATION/
INTERVIEW
ROOM
EVIDENCE
STORAGE
ROOM
101A
CORRIDOR
101B
CORRIDOR
101C
CORRIDOR
101D
CORRIDOR
129A
HALL
129B
HALL
OFFICE
SUPPLIES
SFS/SFTR
SUPT. OF
TRAINING
VAULT
UNIT
DEPLOYMENT
MANAGER
SUPPORT
UNISEX
TOILET
BREAK
ROOM
ARMORY
MOBILITY
STORAGE/
PALLETS/
BUILD-UP
EQUIPMENT
LOCKERS
MECHANICAL
YARD
PT-3
SS-2
PT-7
PT-7
PT-1
PL-2
SS-1
PL-2
SS-1
PT-4
PT-4
STAIRS
PT-6
PT-6
PT-6
PT-6
PT-4
PT-4PT-4
PT-4
PT-4
PT-4 PT-4
PT-4
SS-2
PT-8
PT-3
PT-8
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
PT-9
PT-4
PT-4
PT-3
PT-3
PT-3
PT-3
PT-3
PT-3
ACT-1
PT-12
PT-7
SS-2
PL-2
SS-1
PT-1
SS-2
PT-2
PT-11
PT-13
PT-14
SS-1 PT-2
PT-11
N.I.C.
PT-4
PT-5
PT-13
PT-4
PL-1
SS-1
PL-2
WIN-1
WIN-1
WIN-1
WIN-1
WIN-1
JC
TYP.
CEILING
VESTIBULE
PT-4
UP
PT-1
SOFFIT
PT-1
SOFFIT
PT-1
SOFFIT
CEILING
CEILING
CEILING
TRM-5
SUPPLY
STORAGE
MECHANICAL
MECHANICAL
SUPPLY
STORAGE
STAIRS
PT-3PT-3
PT-11
PT-11
PT-2
PT-2
PT-12
PT-12
PT-13
PT-12
PT-13
DN
CEILING
CEILING
DOCUMENT WAS AUTHORIZED
THE SEAL APPEARING ON THIS
BY THOMAS DAVID MEYERS,
RA013025 APRIL 2011
C 5E R
T IFICATE NO. RA01 3
THOMAS DAVID
MEYERS
R TEGISTERED ARCHIT
EC
S
ATA
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REV. DATE/BY DESCRIPTION
CI
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MERRICK & COMPANY
229 PEACHTREE STREET NE
INTERNATIONAL TOWER, SUITE 600
ATLANTA, GEORGIA 30303-1619
404.739.5100 www.merrick.com
PR
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JE
CT
LO
CA
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22 APR 2011
01016676
L. BROOKS
B. ROBY
I-110
IN
TE
RI
O
R
FI
NI
SH
P
LA
NS
I-110
1 FIRST FLOOR FINISH PLAN
8'0 4' 16'
SCALE:1/8"=1'-0"
FINISH KEY
FLOORING:
CPT-1: CARPET TILE
CPT-2: NOT USED
CPT-3: CARPET TILE
CPT-4: NOT USED
CPT-5: CARPET TILE
CPT-6: CARPET TILE
CPT-7: CARPET TILE
SVT-1: NOT USED
SVT-2: SOLID VINYL TILE
SVT-3: SOLID VINYL TILE
SVT-4: SOLID VINYL TILE
SVT-5: SOLID VINYL TILE
SVT-6: SOLID VINYL TILE
I-110
2 MEZZANINE FINISH PLAN
8'0 4' 16'
SCALE:1/8"=1'-0"
SVT-6: SOLID VINYL TILE
PP-1: PORCELAIN TILE
PP-2: PORCELAIN TILE
GT-1: EPOXY GROUT
CIM-1: CRACK ISOLATION MEMBRANE
SC-1: SPECIALTY COATING
SC-2: SPECIALTY COATING
SC-3: SPECIALTY COATING
WFM-1: WALK-OFF FLOOR MAT
TRM-1: VINYL REDUCER, CPT to SC TRM-2: VINYL REDUCER, SVT to SC TRM-3: VINYLTRANSITION STRIP, SVT to CPT TRM-4: VINYL TRANSITION STRIP, CPT to PP
WALLS:
PT-1: DURATION ACRYLIC LATEX
PT-2: WATERBORNE ACRYLIC DRYFALL
PT-3: DURATION ACRYLIC LATEX
PT-4: SCRUBTOUGH HIGH PERFORMANCE PAINT
PT-5: SCRUBTOUGH HIGH PERFORMANCE PAINT
PT-6: SCRUBTOUGH HIGH PERFORMANCE PAINT
PT-7: DURATION ACRYLIC LATEX
PT-8: DURATION ACRYLIC LATEX
PT-9: DURATION ACRYLIC LATEX
PT-10: WATER BASED EPOXY PAINT
PT-11: SCRUBTOUGH HIGH PERFORMANCE PAINT
PT-12: WATER BASED EPOXY PAINT
PT-13: WATER BASED EPOXY PAINT
PT-14: SCRUBTOUGH HIGH PERFORMANCE PAINT
B-1: RUBBER COVE BASE
B-2: PORCELAIN COVE BASE
TRM-5: WALL FINISH TRANSITION STRIP
SURFACES:
PL-1: PLASTIC LAMINATE
PL-2: PLASTIC LAMINATE
SS-1: SOLID SURFACE, COUNTERTOPS
SS-2: SOLID SURFACE, WAINSCOT & SHOWERS
ACT-1: ACOUSTICAL CEILING TILE
MISCELLANEOUS:
WIN-1: 1" STANDARD MINI-BLINDS
GWB: GYPSUM WALL BOARD
EXP: EXPOSED STRUCTURE
CMU: CONCRETE MASONRY WALL
I-110 I-110
W
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INSTRUCTOR
SUPPORT113
CONTROL
CENTER/
BATTLE
STAFF
ROOM
NCOIC OF
TRAINING
SQUAD
LEADERS122
COMM
ROOM
COMM
ROOM
SHIFT
SUPER/ FLT.
CHIEF
LEADER124
INSTRUCTOR
SUPPORT125
FORCE
PROTECTION
OPS
SUPPORT
STANDARDS
AND
EVALUTION
SECTION
VESTIBULE
INFORMATION
PROTECTION
ADMIN
OPERATIONS
OFFICER
MEN'S RR
VESTIBULE 109
WOMEN'S
RR
110A
OPERATIONS
1ST AGENT
110B
ORDERLY
ROOM/ADMIN 111
COMMANDER
MECHANICAL
VESTIBULE
COPY ROOM
MOBILITY
FLT
COMMANDER
SECURITY
FORCES
MANAGER
INTERROGATION/
INTERVIEW
ROOM
EVIDENCE
STORAGE
ROOM
101A
CORRIDOR
101B
CORRIDOR
101C
CORRIDOR
101D
CORRIDOR
129A
HALL
129B
HALL
OFFICE
SUPPLIES
SFS/SFTR
SUPT. OF
TRAINING135
VAULT
UNIT
DEPLOYMENT
MANAGER
SUPPORT
UNISEX
TOILET
BREAK
ROOM
ARMORY
MOBILITY
STORAGE/
PALLETS/
BUILD-UP
EQUIPMENT
LOCKERS
MECHANICAL
YARD
JC
PP-1&2
B-2
SC-1
WFM-1
WFM-1 B-1
B-1
B-1
WFM-1
CPT-6
CPT-1
CPT-7CPT-5
CPT-6
CPT-7
CPT-5
CPT-1
CPT-7 CPT-6
CPT-5
CPT-6
CPT-7
CPT-1
CPT-5CPT-6 CPT-6CPT-7 CPT-7
CPT-1
B-1
B-1
B-1
SC-1
B-1
CPT-3 B-1 CPT-3 B-1 CPT-3 B-1
CPT-3
B-1
CPT-3
B-1
CPT-3
B-1
CPT-3
B-1
SVT-2
B-1
SVT-2
SVT-3
SVT-6
SVT-2
SVT-3
SVT-5
SVT-4
SVT-2
SVT-2
SVT-2
SVT-2
SVT-2SVT-2
B-1
B-1
B-1
B-1
SC-2
B-1
SS-2
SC-2
B-1
SC-2
B-1
SC-3
SVT-2
B-1
SVT-3
SVT-6
SVT-3
N.I.C.
7' -0
5'-10"
3"W YELLOW
STRIPE
TYP.
I-400
I-400
I-400
I-400
CPT-3 B-1
CPT-3 B-1
CPT-3
B-1
B-1
CPT-3 B-1
CPT-3
B-1
CPT-3 B-1
CPT-3
B-1
CPT-3
B-1
CPT-3
B-1
SC-1
B-1
SC-1
B-1
CPT-3
B-1
CPT-1 B-1
EQ
EQ
EQ EQ
EQ
EQ
EQ EQ
CPT-6
SC-3
NOTE:
CENTER ACCENT
TILES IN CORRIDORS
AS SHOWN.
VESTIBULE
B-1
UP
I-111
I-111
I-111
I-111
TRM-1
TRM-1
TRM-3
TRM-3
TRM-2TRM-2
TRM-2
SUPPLY
STORAGE
MECHANICAL
MECHANICAL
SC-1
B-1
STAIRS
SUPPLY
STORAGE
SC-1
B-1
SC-1
B-1
SC-1
B-1
DN
SVT-3
SVT-6
SVT-5
SVT-4
SVT-1: NOT USED
SVT-2
CPT-4: NOT USED
CPT-5
CPT-6
CPT-3
CPT-2: NOT USED
CPT-1
PP-1
PP-2
CPT-7
WFM-1
FLOOR HATCH KEY
DOCUMENT WAS AUTHORIZED
THE SEAL APPEARING ON THIS
BY THOMAS DAVID MEYERS,
RA013025 APRIL 2011
C 5E R
T IFICATE NO. RA01 3
THOMAS DAVID
MEYERS
R TEGISTERED ARCHIT
EC
S
ATA
TE OF GEORG
I
N
TRUE
NORTH
N
PLAN
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REV. DATE/BY DESCRIPTION
CI
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W
IN
G
DO
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IN
S
AI
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SE
RV
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BA
SE
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RG
IA
MERRICK & COMPANY
229 PEACHTREE STREET NE
INTERNATIONAL TOWER, SUITE 600
ATLANTA, GEORGIA 30303-1619
404.739.5100 www.merrick.com
PR
O
JE
CT
LO
CA
TI
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DR
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IN
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AC
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PROJECT No.
PROJ. OFFICER
DESIGNED
CHECKED
ISSUE DATE
DRAWING OF
PR
O
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CT
C O
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AC
T:
CE
HU
G H
PH
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(6
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C O
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ST
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C
TI
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22 APR 2011
01016676
L. BROOKS
B. ROBY
I-111
IN
TE
RI
O
R
FL
O O
RC
O
VE
RI
NG
P
AT
TE
RN
P
LA
NS
I-111
1 FIRST FLOOR FLOORCOVERING PLAN
8'0 4' 16'
SCALE:1/8"=1'-0"
I-111
2 MEZZANINE FLOORCOVERING PLAN
8'0 4' 16'
SCALE:1/8"=1'-0"
FINISH KEY
FLOORING:
CPT-1: CARPET TILE
CPT-2: NOT USED
CPT-3: CARPET TILE
CPT-4: NOT USED
CPT-5: CARPET TILE
CPT-6: CARPET TILE
CPT-7: CARPET TILE
SVT-1: NOT USED
SVT-2: SOLID VINYL TILE
SVT-3: SOLID VINYL TILE
SVT-4: SOLID VINYL TILE
SVT-5: SOLID VINYL TILE
SVT-6: SOLID VINYL TILE
SVT-6: SOLID VINYL TILE
PP-1: PORCELAIN TILE
PP-2: PORCELAIN TILE
GT-1: EPOXY GROUT
CIM-1: CRACK ISOLATION MEMBRANE
SC-1: SPECIALTY COATING
SC-2: SPECIALTY COATING
SC-3: SPECIALTY COATING
WFM-1: WALK-OFF FLOOR MAT
TRM-1: VINYL REDUCER, CPT to SC TRM-2: VINYL REDUCER, SVT to SC TRM-3: VINYLTRANSITION STRIP, SVT to CPT TRM-4: VINYL TRANSITION STRIP, CPT to PP
WALLS:
PT-1: DURATION ACRYLIC LATEX
PT-2: WATERBORNE ACRYLIC DRYFALL
PT-3: DURATION ACRYLIC LATEX
PT-4: SCRUBTOUGH HIGH PERFORMANCE PAINT
PT-5: SCRUBTOUGH HIGH PERFORMANCE PAINT
PT-6: SCRUBTOUGH HIGH PERFORMANCE PAINT
PT-7: DURATION ACRYLIC LATEX
PT-8: DURATION ACRYLIC LATEX
PT-9: DURATION ACRYLIC LATEX
PT-10: WATER BASED EPOXY PAINT
PT-11: SCRUBTOUGH HIGH PERFORMANCE PAINT
PT-12: WATER BASED EPOXY PAINT
PT-13: WATER BASED EPOXY PAINT
PT-14: SCRUBTOUGH HIGH PERFORMANCE PAINT
B-1: RUBBER COVE BASE
B-2: PORCELAIN COVE BASE
TRM-5: WALL FINISH TRANSITION STRIP
SURFACES:
PL-1: PLASTIC LAMINATE
PL-2: PLASTIC LAMINATE
SS-1: SOLID SURFACE, COUNTERTOPS
SS-2: SOLID SURFACE, WAINSCOT & SHOWERS
ACT-1: ACOUSTICAL CEILING TILE
MISCELLANEOUS:
WIN-1: 1" STANDARD MINI-BLINDS
GWB: GYPSUM WALL BOARD
EXP: EXPOSED STRUCTURE
CMU: CONCRETE MASONRY WALL
I-111 I-111
W
2Q R
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INSTRUCTOR
SUPPORT113
CONTROL
CENTER/
BATTLE
STAFF
ROOM
NCOIC OF
TRAINING
SQUAD
LEADERS122
COMM
ROOM
COMM
ROOM
SHIFT
SUPER/ FLT.
CHIEF
LEADER124
INSTRUCTOR
SUPPORT125
FORCE
PROTECTION
OPS
SUPPORT
STANDARDS
AND
EVALUTION
SECTION
VESTIBULE
INFORMATION
PROTECTION
ADMIN
OPERATIONS
OFFICER
MEN'S RR
VESTIBULE
WOMEN'S
RR
110A
OPERATIONS
1ST AGENT
110B
ORDERLY
ROOM/ADMIN 111
COMMANDER
MECHANICAL
VESTIBULE
COPY ROOM
MOBILITY
FLT
COMMANDER
SECURITY
FORCES
MANAGER
INTERROGATION/
INTERVIEW
ROOM
EVIDENCE
STORAGE
ROOM
101A
CORRIDOR
101B
CORRIDOR
101C
CORRIDOR
101D
CORRIDOR
129A
HALL
129B
HALL
OFFICE
SUPPLIES
SFS/SFTR
SUPT. OF
TRAINING
VAULT
UNIT
DEPLOYMENT
MANAGER
SUPPORT
UNISEX
TOILET
BREAK
ROOM
ARMORY
MOBILITY
STORAGE/
PALLETS/
BUILD-UP
EQUIPMENT
LOCKERS
MECHANICAL
YARD
GB-1
TA-2
TP-1
TA-3
MR-1
TA-4
TA-2TA-3
TA-6
TA-2
TA-1
MR-2
MR-2
CG-1
CG-1
CG-1 CG-2
CG-2 CG-2 CG-1
CG-1 CG-2
CG-1
CG-1
CG-1
CG-1
CG-1
CG-1
CG-1
TA-10
TA-9TA-7 TA-8
TA-1
TA-5
MR-2
CG-1
TA-3
GB-1
TA-6
JC
TP-2
TA-2
TP-1
MR-1
GB-1
I-400
I-400
VESTIBULE
MR-1
TA-11
TA-1
UP
REF-
N.I.C.
I-120
I-120
TA-2
BB-1
GB-3 203
SUPPLY
STORAGE
MECHANICAL
MECHANICAL
DN
STAIRS
DOCUMENT WAS AUTHORIZED
THE SEAL APPEARING ON THIS
BY THOMAS DAVID MEYERS,
RA013025 APRIL 2011
C 5E R
T IFICATE NO. RA01 3
THOMAS DAVID
MEYERS
R TEGISTERED ARCHIT
EC
S
ATA
TE OF GEORG
I
N
TRUE
NORTH
N
PLAN
NORTH
REV. DATE/BY DESCRIPTION
CI
VI
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W
IN
G
DO
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IN
S
AI
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SE
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IA
MERRICK & COMPANY
229 PEACHTREE STREET NE
INTERNATIONAL TOWER, SUITE 600
ATLANTA, GEORGIA 30303-1619
404.739.5100 www.merrick.com
PR
O
JE
CT
LO
CA
TI
O
N
DR
AW
IN
G
CO
NT
AC
T
PROJECT No.
PROJ. OFFICER
DESIGNED
CHECKED
ISSUE DATE
DRAWING OF
PR
O
JE
CT
C O
NT
AC
T:
CE
HU
G H
PH
IL
LI
PS
(6
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A
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B M
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TA
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- F
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C O
N
ST
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C
TI
O N
22 APR 2011
01016676
L. BROOKS
B. ROBY
I-120
IN
TE
RI
O
R
EQ
UI
PM
EN
T
PL
AN
S
I-120
1 FIRST FLOOR EQUIPMENT PLAN
8'0 4' 16'
SCALE:1/8"=1'-0"
EQUIPMENT KEY
TOILET PARTITIONS
TP-1: TOILET PARTITIONS
TP-2: PRIVACY SCREENS
TOILET ACCESSORIES
TA-1: WASTE RECEPTACLE
TA-2: TOILET TISSUE HOLDER W/ SHELF
TA-3: SANITARY NAPKIN DISPOSAL
TA-4: DUAL SANITARY NAPKIN DISPOSAL
TA-5: CLOTHES HOOK
TA-6: TOILET SEAT COVER DISPENSER
TA-7: SHOWER CURTAIN ROD
TA-8: VINYL SHOWER CURTAIN
TA-9: SHOWER CURTAIN HOOK
I-120
2 MEZZANINE EQUIPMENT PLAN
8'0 4' 16'
SCALE:1/8"=1'-0"
TA-10: TOWEL BAR
TA-11: SHOWER SEAT
GB-1: GRAB BAR, 36"
GB-2: GRAB BAR, 42"
GB-3: SHOWER GRAB BAR
MR-1: SHEET MIRROR
MR-2: FULL LENGTH MIRROR
SPECIALTIES
DS-1: DOME STOP, WITHOUT THRESHOLDS
DS-2: DOME STOP, WITH THRESHOLDS
CG-1: CORNER GUARD
CG-2: CORNER GUARD
I-120 I-120
W
2Q R
R
_A sB ui lts
_F or
_I nf o_ O nl y-
INSTRUCTOR
SUPPORT113
CONTROL
CENTER/
BATTLE
STAFF
ROOM
NCOIC OF
TRAINING
SQUAD
LEADERS122
COMM
ROOM
COMM
ROOM
SHIFT
SUPER/ FLT.
CHIEF
LEADER124
INSTRUCTOR
SUPPORT125
FORCE
PROTECTION
OPS
SUPPORT
STANDARDS
AND
EVALUTION
SECTION
VESTIBULE
INFORMATION
PROTECTION
ADMIN
OPERATIONS
OFFICER
MEN'S RR
VESTIBULE
WOMEN'S
RR
110A
OPERATIONS
1ST AGENT
110B
ORDERLY
ROOM/ADMIN 111
COMMANDER
MECHANICAL
VESTIBULE
COPY ROOM
MOBILITY
FLT
COMMANDER
SECURITY
FORCES
MANAGER
INTERROGATION/
INTERVIEW
ROOM
EVIDENCE
STORAGE
ROOM
101A
CORRIDOR
101B
CORRIDOR
101C
CORRIDOR
101D
CORRIDOR
129A
HALL
129B
HALL
OFFICE
SUPPLIES
SFS/SFTR
SUPT. OF
TRAINING135
VAULT
UNIT
DEPLOYMENT
MANAGER
SUPPORT
UNISEX
TOILET
BREAK
ROOM
ARMORY
MOBILITY
STORAGE/
PALLETS/
BUILD-UP
EQUIPMENT
LOCKERS
MECHANICAL
YARD
SNG-4
SNG-5
SNG-1
SNG-1
SNG-1SNG-1
SNG-1
SNG-1 SNG-1 SNG-1
SNG-1
SNG-1
SNG-1
SNG-1
SNG-1
SNG-6
SNG-2
SNG-1
SNG-3
SNG-3
SNG-3SNG-2
SNG-3
SNG-3
EPM-2
EPM-2
EPM-4
EPM-4
SNG-3
JC
VESTIBULE
SNG-1
SNG-3
UP
SNG-2
SNG-2
SNG-1
SUPPLY
STORAGE
MECHANICAL
MECHANICAL
SUPPLY
STORAGE 001
STAIRS
SNG-2
EPM-3 EPM-1
DN
DOCUMENT WAS AUTHORIZED
THE SEAL APPEARING ON THIS
BY THOMAS DAVID MEYERS,
RA013025 APRIL 2011
C 5E R
T IFICATE NO. RA01 3
THOMAS DAVID
MEYERS
R TEGISTERED ARCHIT
EC
S
ATA
TE OF GEORG
I
N
TRUE
NORTH
N
PLAN
NORTH
REV. DATE/BY DESCRIPTION
CI
VI
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G
IN
EE
RI
NG
th A
IR
LI
FT
W
IN
G
DO
BB
IN
S
AI
R
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IA
MERRICK & COMPANY
229 PEACHTREE STREET NE
INTERNATIONAL TOWER, SUITE 600
ATLANTA, GEORGIA 30303-1619
404.739.5100 www.merrick.com
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PROJECT No.
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DESIGNED
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ISSUE DATE
DRAWING OF
PR
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AC
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22 APR 2011
01016676
L. BROOKS
B. ROBY
I-130
IN
TE
RI
O
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SI
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NA
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PL
AN
S
I-130
1 FIRST FLOOR SIGNAGE PLAN
8'0 4' 16'
SCALE:1/8"=1'-0"
SIGNAGE KEY
I-130
2 MEZZANINE SIGNAGE PLAN
8'0 4' 16'
SCALE:1/8"=1'-0"
INTERIORS:
SNG-1: ROOM IDENTIFICATION SIGN
SNG-2: ROOM IDENTIFICATION SIGN
SNG-3: EMERGENCY EXIT PLAN
SNG-4: RESTROOM SIGN
SNG-5: RESTROOM SIGN
SNG-6: RESTROOM SIGN
EGRESS PATH MARKING:
EPM-1: PHOTO LUMINESCENT WALL STRIP
EPM-2: EMERGENCY EXIT DIRECTIONAL SIGNAGE
EPM-3: EMERGENCY EXIT DIRECTIONAL SIGNAGE
EPM-4: OBSTRUCTION DEMARKATION STRIP
I-130 I-130
W
2Q R
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_A sB ui lts
_F or
_I nf o_ O nl y-
MR-1
SS-1
PL-2
PT-7
PT-7
PT-10
2'
-1 0"
2'-0" 2'-3"
MIN
1'-6"2'-7"2'-0"
I-300
I-300
1/
2"
B-1
B-2
MR-2
SS-1
PL-2
PT-7
SS-2
B-2
TP-1
2'-1"
MR-1
MR-1
SS-1
PL-2
PT-7
B-2
PT-7
2'-3" 2'-3" 2'-0"
I-300
I-300
2'-7 1/2"
B-1
PT-7
SS-2
PT-4
B-1
MR-1
SS-1
PL-2
GB-1
PT-7
TA-6
B-1
TA-5TA-7
SS-2
2'-6"
2' -1
0"
I-300
4" 3'
-0
PROVIDE BLOCKING
FOR SHOWER SEAT
TA-11
SS-2 SS-2
GB-3 8'
-0
PL-2
PL-1
PL-2
SS-1
PT-4
B-1
TRM-5
2' -1
0"
3'-0"3'-0"
I-300
I-300
I-300
I-300
MICROWAVE
N.I.C.
1' -7
4"
1' -6
1'
-3
2' -6
2'
-2
"CMU
TP-1
SS-2
B-2
PT-7PT-7
TP-2
TA-1
TP-1
SS-2
B-2
PT-7
GB-1
TA-6
TA-2
GB-2
PT-10
B-2
MR-2
TP-1 GB-1
TA-6
TA-2
TA-3
GB-2
PT-7
SS-2
B-2
TP-2
TP-1
PT-7
SS-2
TA-6
GB-1
TA-2
GB-2
TA-1
SS-1
PL-2
TP-1
B-2
PT-7
SS-2
TA-6
TA-2TA-3
DOCUMENT WAS AUTHORIZED
THE SEAL APPEARING ON THIS
BY THOMAS DAVID MEYERS,
RA013025 APRIL 2011
C 5E R
T IFICATE NO. RA01 3
THOMAS DAVID
MEYERS
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MERRICK & COMPANY
229 PEACHTREE STREET NE
INTERNATIONAL TOWER, SUITE 600
ATLANTA, GEORGIA 30303-1619
404.739.5100 www.merrick.com
PR
O
JE
CT
LO
CA
TI
O
N
DR
AW
IN
G
CO
NT
AC
T
PROJECT No.
PROJ. OFFICER
DESIGNED
CHECKED
ISSUE DATE
DRAWING OF
PR
O
JE
CT
C O
NT
AC
T:
CE
HU
G H
PH
IL
LI
PS
(6
) 6
-3
CA
PA
TR
IN
A
SH
EF
FI
EL
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8)
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22 APR 2011
01016676
L. BROOKS
B. ROBY
I-200
IN
TE
RI
O
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EL
EV
AT
IO
NS
I-200
1 MEN'S RESTROOM (108) - SOUTH ELEVATION
I-200
2 MEN'S RESTROOM (108) - EAST ELEVATION
I-200
5 WOMEN'S RESTROOM (109) - EAST ELEVATION
I-200
9 JANITOR'S CLOSET (107) - NORTH ELEVATION
I-200
10 UNISEX (136) - EAST ELEVATION
I-200
11 BREAK ROOM (139) - NORTH ELEVATION
I-200
3 MEN'S RESTROOM (108) - WEST ELEVATION
I-200
6 WOMEN'S RESTROOM (109) - WEST ELEVATION
I-200
7 WOMEN'S RESTROOM (109) - SOUTH ELEVATION
I-200
4 MEN'S RESTROOM (108) - NORTH ELEVATION
2' 4'0 1'
SCALE:1/2"=1'-0"
2' 4'0 1'
SCALE:1/2"=1'-0"
2' 4'0 1'
SCALE:1/2"=1'-0"
2' 4'0 1'
SCALE:1/2"=1'-0"
2' 4'0 1'
SCALE:1/2"=1'-0"
2' 4'0 1'
SCALE:1/2"=1'-0"
2' 4'0 1'
SCALE:1/2"=1'-0"
2' 4'0 1'
SCALE:1/2"=1'-0"
2' 4'0 1'
SCALE:1/2"=1'-0"
2' 4'0 1'
SCALE:1/2"=1'-0"
I-200
8 WOMEN'S RESTROOM (109) - NORTH ELEVATION
2' 4'0 1'
SCALE:1/2"=1'-0"
FINISH KEY
FLOORING:
CPT-1: CARPET TILE
CPT-2: CARPET TILE
CPT-3: CARPET TILE
CPT-4: CARPET TILE
CPT-5: CARPET TILE
CPT-6: CARPET TILE
CPT-7: CARPET TILE
SVT-1: SOLID VINYL TILE
SVT-2: SOLID VINYL TILE
SVT-3: SOLID VINYL TILE
SVT-4: SOLID VINYL TILE
SVT-5: SOLID VINYL TILE
SVT-6: SOLID VINYL TILE
PP-1: PORCELAIN TILE
PP-2: PORCELAIN TILE
GT-1: EPOXY GROUT
CIM-1: CRACK ISOLATION MEMBRANE
SC-1: SPECIALTY COATING
SC-2: SPECIALTY COATING
SC-3: SPECIALTY COATING
WFM-1: WALK-OFF FLOOR MAT
TRM-1: VINYL REDUCER, CPT to SC TRM-2: VINYL REDUCER, SVT to SC TRM-3: VINYLTRANSITION STRIP, SVT to CPT TRM-4: VINYL TRANSITION STRIP, CPT to PP
WALLS:
PT-1: DURATION ACRYLIC LATEX
PT-2: WATERBORNE ACRYLIC DRYFALL
SS-1: SOLID SURFACE
SS-2: SOLID SURFACE, WAINSCOT & SHOWER
ACT-1: ACOUSTICAL CEILING TILE
MISCELLANEOUS:
WIN-1: 1" STANDARD MINI-BLINDS
GWB: GYPSUM WALL BOARD
EXP: EXPOSED STRUCTURE
CMU: CONCRETE MASONRY WALL
PT-3: DURATION ACRYLIC LATEX
PT-4: SCRUBTOUGH HIGH PERFORMANCE PAINT
PT-5: SCRUBTOUGH HIGH PERFORMANCE PAINT
PT-6: SCRUBTOUGH HIGH PERFORMANCE PAINT
PT-7: DURATION ACRYLIC LATEX
PT-8: DURATION ACRYLIC LATEX
PT-9: DURATION ACRYLIC LATEX
PT-10: WATER BASED EPOXY PAINT
PT-11: SCRUBTOUGH HIGH PERFORMANCE PAINT
PT-12: WATER BASED EPOXY PAINT
PT-13: WATER BASED EPOXY PAINT
PT-14: SCRUBTOUGH HIGH PERFORMANCE PAINT
B-1: RUBBER COVE BASE
B-2: PORCELAIN COVE BASE
TRM-5: WALL FINISH TRANSITION STRIP
SURFACES:
PL-1: PLASTIC LAMINATE
PL-2: PLASTIC LAMINATE
I-400 I-400 I-400 I-400
I-400 I-400 I-400 I-400
I-400 I-400 I-400
GENERAL NOTE
SEE ARCHITECTURAL DRAWINGS FOR
STANDARD RESTROOM FIXTURE HEIGHTS.
SEE 7/A-401 FOR BLOCKING INFORMATION
FOR ALL WALL MOUNTED EQUIPMENT.
EQUIPMENT KEY
TOILET PARTITIONS
TP-1: TOILET PARTITIONS
TP-2: PRIVACY SCREENS
TOILET ACCESSORIES
TA-1: WASTE RECEPTACLE
TA-2: TOILET TISSUE HOLDER W/ SHELF
TA-3: SANITARY NAPKIN DISPOSAL
TA-4: DUAL SANITARY NAPKIN DISPOSAL
GB-3: SHOWER GRAB BAR
MR-1: SHEET MIRROR
MR-2: FULL LENGTH MIRROR
SPECIALTIES
DS-1: DOME STOP, WITHOUT THRESHOLDS
DS-2: DOME STOP, WITH THRESHOLDS
CG-1: CORNER GUARD
CG-2: CORNER GUARD
TA-5: CLOTHES HOOK
TA-6: TOILET SEAT COVER DISPENSER
TA-7: SHOWER CURTAIN ROD
TA-8: VINYL SHOWER CURTAIN
TA-9: SHOWER CURTAIN HOOK
TA-10: TOWEL BAR
TA-11: SHOWER SEAT
GB-1:…
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