W912HN-14-R-0005_Sample_Project.pdf
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- Solicitation number
- W912HN-14-R-0005
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Sample Drawings
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Other files
| File | Type | Posted |
|---|---|---|
| SAS_Approved_Justification_and_Approval_Increase_Capacity_W912HN-15-D-0001_Redacted.pdf | ||
| amd5.pdf | ||
| 14R05_Phase_2.pdf | ||
| AMD3.pdf | ||
| 14R05_Phase_2.pdf | ||
| Phase_II_Contractors.pdf |
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ADMINISTRATION
BUILDING
SECTION OR DETAIL
IDENTIFICATION NUMBER
WHICH SECTIONVIEW
SECTION
SYMBOL WHERE SECTION IS TAKEN
TITLE WHERE SECTION IS DRAWN
ELEVATION
SHEET NUMBER WHERE
ELEVATION IS SHOWN
ELEVATION SYMBOL
SECTION/ DETAIL
SHEET NUMBER ON
STANDARD ABBREVIATIONSINDEX OF DRAWINGS
BASIC DESIGN DATA
MATERIAL INDICATIONS
SECTION SYMBOLS
IDENTIFICATION
NUMBER
OR DETAIL IS DRAWN
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SHT# DRAWING # TITLE
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SHEET
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PLATE
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REFERENCE
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NUMBER
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US ARMY CORPS
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OF ENGINEERS
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SAVANNAH
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EXIT
EXIT
EMERGENCY EGRESS SIGNS WILL
BE PLACED AT THE DIRECTION OF
THE BASE FIRE CHIEF.
MAXIMUM TRAVEL
DISTANCE = 40'-10"
MAXIMUM TRAVEL
DISTANCE = 61'-3"
EXIT
MAXIMUM TRAVEL
DISTANCE = 53'-10"
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE
PROVISIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S
(OSHA'S) STANDARDS 29 CFR 1910 AND 29 CFR 1926 AND WITH THE PROVISIONS
OF THE CURRENT CORPS OF ENGINEERS SAFETY MANUAL, EM 385-1-1. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OR HER EMPLOYEE'S AND
SUBCONTRACTOR'S COMPLIANCE WITH THESE SAFETY STANDARDS. THE
CONTRACTOR SHALL SUBMIT A SAFETY PLAN FOR APPROVAL, MAINTAIN THE
APPROVED PLAN ON SITE AND ENSURE THAT ALL SUBCONTRACTORS HAVE
THEIR OWN WRITTEN SAFETY PLANS IN ACCORDANCE WITH OSHA STANDARDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGNATING A PERSON ON
HIS OR HER STAFF THAT WILL MANAGE THE CONTRACTOR'S SAFETY AND
ACCIDENT PREVENTION PROGRAM AND WILL MAINTAIN WRITTEN PLANS,
TRAINING RECORDS AND TEST RESULTS A REQUIRED.
EGRESS AND LIFE SAFETY REQUIREMENTS
MEANS OF EGRESS REQUIREMENTS
NFPA 101 7.5 AND 39.2.5 BUSINESS OCCUPANCY
20 FEET (NFPA TABLE A.7.6)
75 FEET (NFPA TABLE A.7.6)
TRAVEL DISTANCE TO EXITS
ARRANGEMENT OF MEANS
OF EGRESS
DEAD-END CORRIDOR LIMIT:
COMMON PATH OF TRAVEL
(UNSPRINKLERED)
DOORS: 36 INCHES / .2 INCHES/PERSON=180
CORRIDORS: 60 INCHES / .2 INCHES/PERSON = 300
OCCUPANCY SEPARATION:
TYPE II - B
NONE
PER NFPA 101 7.3
PER TABLE 503, BASIC ALLOWABLE FLOOR AREA
180 PERSONS > 174
BUSINESS OCCUPANCY (NFPA 101 CHAPTER 39),
CORRIDORS - 44 INCHES MINIMUM (NFPA
CHAPTER 39-2.3.2)
PROVIDED ON EVERY STORY (39-2.4)
(3) EXITS DOORS PROVIDED - 1 DOORS AT 34" =
72 INCHES WIDTH & 1 DOOR AT 72" WIDTH = 140"
TOTAL WIDTH PROVIDED NFPA 7.2.1.2.2
AT LEAST TWO (2) SEPARATE EXITS SHALL BE
300 PERSONS > 174
OCCUPANT LOAD:
MEANS OF EGRESS:
NUMBER OF EXITS
EGRESS CAPACITY
CALCULATIONS:
CONTROLLING AUTHORITY:
OCCUPANCY CLASSIFICATION:
CONSTRUCTION TYPE (IBC):
AUTOMATIC SPRINKLER DESIGN:
OCCUPANT LOAD:
CONSTRUCTION TYPE (IBC):
BUILDING HEIGHT LIMIT (IBC):
SEPARATION BETWEEN BUILDINGS
UFC 3-600-01 14 JULY 2009 AND LIFE SAFETY
CODE (NFPA 101) - 2012 EDITION
FINISHES:
CLASS C - ALL OTHER AREAS (NFPA 101.10.2.2 )
NONE
CLASS B - EXIT PATHS
CLASS B - LOBBIES & CORRIDORS
(UNSPRINKLERED)
(UNSPRINKLERED)
BUSINESS OCCUPANCY 33 PERSONS IBC 1004.1.1
BUSINESS: ONE PERSON PER 100 SQUARE
FEET OF GROSS FLOOR AREA.
SEPARATION FOR NON-COMBUSTIBLE EXTERIOR
WALLS IS GREATER THAN OR EQUAL TO 30 FEET
TO COMMON PROPERTY LINE.
BASIC CRITERIA
3,024 S.F.
TYPE II - B
PER IBC TABLE 503, HEIGHT LIMIT FOR TYPE II-B
FOR TYPE II - B CONSTRUCTION, MINIMUM
CONTROLLING AUTHORITY:
OCCUPANCY CLASSIFICATION (IBC):
NUMBER OF FLOORS:
SPRINKLER SYSTEM:
ALLOWABLE FLOOR AREA (IBC):
ACTUAL TOTAL FLOOR AREA:
(IBC):
NO
UFC 3-600-01 AND INTERNATIONAL BUILDING
CODE (IBC) - 2012 EDITION
NFPA 101, 2012
PRIMARY GROUP B - BUSINESS (IBC 304.1)
PER STORY FOR TYPE II - B GROUP B IS 23,000
SQUARE FEET
GROUP B IS THREE STORIES.
200 FEET (NFPA TABLE A.7.6)
60 12
SCALE: 3/16" = 1'-0"
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GEORGIA DNR, USACE, FT GORDON AND/OR FEMA FOR ANY
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(706) 555-5555 AND TO AUGUSTA UTILITIES' REPRESENTATIVE
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Sticky Note Accepted set by K6PMMSER
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AUGUSTA UTILITIES' DESIGN STANDARDS, DETAILS & SPECIFICATIONS.
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VALVES OR HYDRANTS WITHOUT AUGUSTA UTILITIES' APPROVAL AND SHALL COORDINATE ALL VALVE CLOSINGS WITH AUGUSTA UTILITIES. THE
CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE WATER SYSTEM IN THE AREA SO AS TO LESSEN THE CHANCE OF SERVICE INTERRUPTION.
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N AUGUSTA UTILITIES APPROVED CUT-SHEET
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AUGUSTA UTILITIES.
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AUGUSTA
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UTILITIES CONTRACTOR SHALL PLUG
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THE LATERAL.
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AUGUSTA UTILITIES
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AUGUSTA UTILITIES CONSTRUCTION
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COORDINATOR PRIOR TO BEGINNING TAPPING
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PROCESS. AFTER COMPLETION OF TAP PRE-TEST
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COMPLETED ASSEMPLY PRIOR TO EXTENDING
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12. THE NUMBER OF BOLTS, NUTS AND WASHERS
SHOWN ARE FOR ILLUSTRATION ONLY, ACTUAL
QUANTITY SHALL BE AS RECOMMENDED BY THE
REQUIRED SERVICE. SEE TAPPING VALVE
DETAILS FOR ADDITIONAL INFO.
13. SEE ALTERNATIVE DUCTILE IRON TAPPING
SLEEVE
K6PMMSER
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K6PMMSER
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Rectangle
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MAIN.
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W F
IL
E
N O
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
S Y
M B
O L
PLATE
REFERENCE
NUMBER
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D A
TE
C A
TE
G
O R
Y C
O D
E
S
IZ
E
S U
B M
IT
TE
D B
Y
P
LO
T S
C A
LE
P
LO
T D
A
TE
D
E S
C R
IP
TI
O N
B Y
D A
TE
TA
S
K O
R D
E R
N
S H
O W
N
E R
O S
IO
N
C O
N
TR
O L
D E
TA
IL
S
C-503
S501
S501
S501
2 or 3 S501
D P
W F
IL
E
N O
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
S Y
M B
O L
PLATE
REFERENCE
NUMBER
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D A
TE
C A
TE
G
O R
Y C
O D
E
S
IZ
E
S U
B M
IT
TE
D B
Y
P
LO
T S
C A
LE
P
LO
T D
A
TE
D
E S
C R
IP
TI
O N
B Y
D A
TE
TA
S
K O
R D
E R
N
S-101
FOUNDATION PLAN
SCALE 1/4" = 1'-0"
60 12
SCALE: 3/16" = 1'-0"
FO
U
N D
A
TI
O N
P
LA
N A
N D
N O
TE
S
S-101
A B C D
X X
CL
X X X X X X
XXXXXXXXX
3 SIM
A D SIM
A D SIM
4 SIM
X X X X X X
B C SIM
S501
4 SIM1
SCALE: 3/4" = 1'-0"
SECTION THRU FOOTING1
SCALE: 3/4" = 1'-0"
SAWCUT CONTROL JOINT DETAIL2
SCALE: 3/4" = 1'-0"
TURNDOWN FOOTING DETAIL7 SCALE: 3/4" = 1'-0"
COLUMN FOOTING DETAIL4
SCALE: 3/4" = 1'-0"
COLUMN FOOTING DETAIL5
SCALE: 3/4" = 1'-0"
CONSTRUCTION JOINT DETAIL3
SCALE: 3/8" = 1'-0"
HAIRPIN DETAIL8
SCALE: 3/4" = 1'-0"
COLUMN FOOTING DETAIL6
D P
W F
IL
E
N O
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
S Y
M B
O L
PLATE
REFERENCE
NUMBER
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D A
TE
C A
TE
G
O R
Y C
O D
E
S
IZ
E
S U
B M
IT
TE
D B
Y
P
LO
T S
C A
LE
P
LO
T D
A
TE
D
E S
C R
IP
TI
O N
B Y
D A
TE
TA
S
K O
R
S
TR
U C
TU
R
A L
D E
TA
IL
S
S-501
A-401
1A
A-401
DETAIL TAG
NEW DOOR & NUMBER
ROOM NAME
ROOM NUMBER
GENERAL NOTES KEY NOTES LEGEND
XXXX
XXX
XXXX
XXX
A-601
5'-0"x 8'x0" CONC. APRON @ SINGLE DOOR w/ RAMP (SEE CIVIL).1
2 4'-0"x 7'-0" HOLLOW METAL DOOR & FRAME w/ LEVER HARDWARE.
1. ALL DIMENSIONS ARE TO THE FINISH FACE OF INTERIOR
& EXTERIOR PARTITIONS.
2. THE CONTRACTOR SHALL PROVIDE ALL BLOCKING REQUIRED TO ANCHOR
ALL WALL AND CEILING MOUNTED ITEMS, INCLUDING BUT NOT LIMITED TO
MILLWORK, CASEWORK, DOORSTOPS, TOILET ROOM ACCESSORIES, ETC.
4. ALL DOORS TO BE 4", INCLUDING DOOR FRAME, OFF FACE OF WALL UNLESS
OTHERWISE NOTED.
3. ALL WALLS TO BE PARTITION TYPE "A" UNLESS OTHERWISE NOTED.
WALL TYPE "A" 3 5/8" METAL STUD 16" O.C. WITH 5/8" GWB. 3
2'-8" WIDE x 4'-4" HIGH w/ 1" INSULATED GLASS - ATFP
FIXED WINDOW UNIT.
6'-0" WIDE x 7'-0" HIGH HOLLOW METAL DOOR & FRAME w/ LEVER HARDWARE.
1A 7'-0"x 5'x0" CONC. APRON @ DOUBLE DOOR w/ RAMP (SEE CIVIL).
INDICATES WALLS GO TO
ROOF DECK, WALL TYPE B
1B 7'-0"x 5'x0" CONC. APRON @ DOUBLE DOOR.
D P
W F
IL
E
N O
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
S Y
M B
O L
PLATE
REFERENCE
NUMBER
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D A
TE
C A
TE
G
O R
Y C
O D
E
S
IZ
E
S U
B M
IT
TE
D B
Y
P
LO
T S
C A
LE
P
LO
T D
A
TE
D
E S
C R
IP
TI
O N
B Y
D A
TE
TA
S
K O
R D
E R
N O
A-101
FLOOR PLAN
SCALE 1/4" = 1'-0"
FL
O
O R
P
LA
N
A-101
OPEN
OPEN
LEGEND
2'x 2' LAY-IN ACOUSTICAL CEILING @ 9'-0"
A.F.F. TYPICAL UNLESS NOTED OTHERWISE.
2'x 4' LAY-IN FLUORSCENT LIGHT FIXTURE
2'x 4' LAY-IN FLUORSCENT LIGHT FIXTURE
HVAC SUPPLY
HVAC RETURN
EXIT LIGHT
INDICATES WALLS GO TO
ROOF DECK, WALL TYPE B
D P
W F
IL
E
N O
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
S Y
M B
O L
PLATE
REFERENCE
NUMBER
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D A
TE
C A
TE
G
O R
Y C
O D
E
S
IZ
E
S U
B M
IT
TE
D B
Y
P
LO
T S
C A
LE
P
LO
T D
A
TE
D
E S
C R
IP
TI
O N
B Y
D A
TE
TA
S
K O
R D
E R
N
S H
O W
N
A-102
REFLECTED CEILING PLAN
SCALE 1/4" = 1'-0"
NORTH
R E
FL
E
C
TE
D C
E
IL
IN
G
P
LA
N
A-102
12 12 12
7 10
121A 1
11 11
KEY NOTES
NOT USED.
13 LIGHT
14 EXHAUST FANS, SEE MECHANICAL DWGS
1A
8'-0" WIDE x 5'-0" DEEP CONC. STOOP @ SINGLE DOOR w/ 5'-0"x 5'-0" RAMP.
7'-0" WIDE x 5'-0" DEEP CONC. STOOP @ DOUBLE DOOR w/ 7'-0"x5'-0" RAMP.
1B 7'-0" WIDE x 5'-0" DEEP CONC. STOOP @ DOUBLE DOOR.
26 GA. METAL ROOFING PANEL OVER 8" OR 10" ROOF
PURLINS. STANDARD FACTORY PAINT FINISH.
26 GA. METAL WALL PANEL OVER 8" INSET WALL
GIRTS. STANDARD FACTORY PAINT FINISH.
2'-8" WIDE x 4'-4" HIGH w/ 1" INSULATED GLASS - ATFP FIXED
WINDOW UNIT. ASSEMBLY MAX. U= 0.65/SHGC= 0.25.
3'-0" WIDE x 7'-0" HIGH HOLLOW METAL DOOR & FRAME
WITH LEVER LOCKSET.
CONTINUOUS METAL RIDGE CAP FLASHING.
STANDARD FACTORY PAINT FINISH.
8 CONTINUOUS METAL RAKE TRIM FLASHING.
STANDARD FACTORY PAINT FINISH.
METAL GUTTER AND DOWN SPOUT. STANDARD
FACTORY PAINT FINISH.
SPLASH BLOCK.
6'-0" WIDE x 7'-0" HIGH HOLLOW METAL DOOR & FRAME
WITH LEVER LOCKSET.
4'-0" WIDE x 7'-0" HIGH HOLLOW METAL DOOR & FRAME
WITH LEVER LOCKSET.
D P
W F
IL
E
N O
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
S Y
M B
O L
PLATE
REFERENCE
NUMBER
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D A
TE
C A
TE
G
O R
Y C
O D
E
S
IZ
E
S U
B M
IT
TE
D B
Y
P
LO
T S
C A
LE
P
LO
T D
A
TE
D
E S
C R
IP
TI
O N
B Y
D A
TE
TA
S
K O
R D
E R
N
A-201
WEST ELEVATION
SCALE 1/4" = 1'-0"
A-201
NORTH ELEVATION
SCALE 1/4" = 1'-0"
E
LE
V A
TI
O
N S
A-201
12 12
11 1A
1A
KEY NOTES
NOT USED.
13 LIGHT
14 EXHAUST FANS, SEE MECHANICAL DWGS
1A
8'-0" WIDE x 5'-0" DEEP CONC. STOOP @ SINGLE DOOR w/ 5'-0"x 5'-0" RAMP.
7'-0" WIDE x 5'-0" DEEP CONC. STOOP @ DOUBLE DOOR w/ 7'-0"x5'-0" RAMP.
1B 7'-0" WIDE x 5'-0" DEEP CONC. STOOP @ DOUBLE DOOR.
26 GA. METAL ROOFING PANEL OVER 8" OR 10" ROOF
PURLINS. STANDARD FACTORY PAINT FINISH.
26 GA. METAL WALL PANEL OVER 8" INSET WALL
GIRTS. STANDARD FACTORY PAINT FINISH.
2'-8" WIDE x 4'-4" HIGH w/ 1" INSULATED GLASS - ATFP FIXED
WINDOW UNIT. ASSEMBLY MAX. U= 0.65/SHGC= 0.25.
3'-0" WIDE x 7'-0" HIGH HOLLOW METAL DOOR & FRAME
WITH LEVER LOCKSET.
CONTINUOUS METAL RIDGE CAP FLASHING.
STANDARD FACTORY PAINT FINISH.
8 CONTINUOUS METAL RAKE TRIM FLASHING.
STANDARD FACTORY PAINT FINISH.
METAL GUTTER AND DOWN SPOUT. STANDARD
FACTORY PAINT FINISH.
SPLASH BLOCK.
6'-0" WIDE x 7'-0" HIGH HOLLOW METAL DOOR & FRAME
WITH LEVER LOCKSET.
4'-0" WIDE x 7'-0" HIGH HOLLOW METAL DOOR & FRAME
WITH LEVER LOCKSET.
D P
W
F
I L
E
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
C
A
B
S Y
M B
O L
PLATE
REFERENCE
NUMBER
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D A
T E
C A
T E
G O
D
E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L
A
L E
P
L O
T
D
A T
E
D E
S C
R I P
T I O
N B
Y D
A T
E
T A
D
A-202
SOUTH ELEVATION
SCALE 1/4" = 1'-0"
A-202
EAST ELEVATION
SCALE 1/4" = 1'-0"
E L
E V
A T
I O
N S
A-202
A-301
BUILDING SECTION
SCALE 3/8" = 1'-0"
A-301
0'-0" FINISH FLOOR
9'-0" CEILING HEIGHT
12'-0" EAVE HEIGHT
14'-6" RIDGE HEIGHT
322 3A 2
A-301
END WALL SECTION
SCALE 3/8" = 1'-0"
9'-0" ACT LAY-IN CEILING
3 5/8" METAL STUD 16" O.C. W/ 5/8" GWB
17 FIBER GLASS BATT INSULATION, R-13 IN WALLS
AND R-19 IN ROOF.
KEY NOTES
14'-0"x 5'-0" 24 GA. METAL CANOPY w/ FACTORY PAINT FINISH.
13 EXTERIOR LIGHT FIXTURE.
7'-0"x 5'-0" 24 GA. METAL CANOPY w/ FACTORY PAINT FINISH. 5
26 GA. METAL ROOFING PANEL OVER 8" OR 10" ROOF
PURLINS. STANDARD FACTORY PAINT FINISH.
26 GA. METAL WALL PANEL OVER 8" INSET WALL
GIRTS. STANDARD FACTORY PAINT FINISH.
3A
2'-8" WIDE x 4'-4" HIGH w/ 1" INSULATED GLASS - ATFP FIXED
WINDOW UNIT. ASSEMBLY MAX. U= 0.65/SHGC= 0.25.
CONTINUOUS METAL RIDGE CAP FLASHING.
STANDARD FACTORY PAINT FINISH.
8 CONTINUOUS METAL RAKE TRIM FLASHING.
STANDARD FACTORY PAINT FINISH.
METAL GUTTER AND DOWN SPOUT. STANDARD
FACTORY PAINT FINISH.
SPLASH BLOCK.
4'-0"x 7'x0" HOLLOW METAL DOOR AND FRAME
4" CONCRETE SLAB ON GRADE, SEE STRUCTURAL DWG
S-101 FOR DETAILS.
6'-0"x 7'-0" HOLLOW METAL DOOR AND FRAME w/ 7'-0"x 5'-0" CONCRETE STOOP AND RAMP.
HIGH/LOW ELECTRIC WATER COOLER.
2 3'-0"x 7'-0" WOOD DOOR AND HOLLOW METAL FRAME.
w/ 5'-0"x 8'-0" CONCRETE STOOP AND RAMP.
A-301
WINDOW WALL SECTION
SCALE 3/8" = 1'-0"
D P
W F
IL
E
N O
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
S Y
M B
O L
PLATE
REFERENCE
NUMBER
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D A
TE
C A
TE
G
O R
Y C
O D
E
S
IZ
E
S U
B M
IT
TE
D B
Y
P
LO
T S
C A
LE
P
LO
T D
A
TE
D
E S
C R
IP
TI
O N
B Y
D A
TE
TA
S
K O
R D
E R
N
K6PMXVFG
Typewritten Text
BUILDING SECTIONS
K6PMXVFG
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K6PMXVFG
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K6PMXVFG
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K6PMXVFG
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K6PMXVFG
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K6PMXVFG
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K6PMXVFG
A-301
W F
IL
E
N O
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
S Y
M B
O L
PLATE
REFERENCE
NUMBER
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D A
TE
C A
TE
G
O R
Y C
O D
E
S
IZ
E
S U
B M
IT
TE
D B
Y
P
LO
T S
C A
LE
P
LO
T D
A
TE
D
E S
C R
IP
TI
O N
B Y
D A
TE
TA
S
K O
R D
E R
N
A-302
SECTION AT END WALL
SCALE 3/4" = 1'-0" W
A
LL
S E
C
TI
O N
S
A-302
A-302
SECTION AT SIDE WALL
SCALE 3/4" = 1'-0"
A-302
SECTION AT SIDE WALL
SCALE 3/4" = 1'-0"
A-401
A-401
B
B
B
B
C
C
B
D
K
H
F C
O
J
A B
D
K
H
F C
O
J
A G
A401
A401
2 7
A-401
B
B
B
D P
W F
IL
E
N O
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
S Y
M B
O L
PLATE
REFERENCE
NUMBER
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D A
TE
C A
TE
G
O R
Y C
O D
E
S
IZ
E
S U
B M
IT
TE
D B
Y
P
LO
T S
C A
LE
P
LO
T D
A
TE
D
E S
C R
IP
TI
O N
B Y
D A
TE
TA
S
K O
R D
E R
N
S H
O W
N
A-401
LARGE SCALE LATRINE PLAN
SCALE 3/8" = 1'-0"
A-401
MEN's ELEV.
SCALE 3/8" = 1'-0"
A-401
WOMEN's ELEV.
SCALE 3/8" = 1'-0"
LA
TR
IN
E
P
LA
N
E
LE
V A
TI
O
N S
A N
D D
E
TA
IL
S
A-401
A-401
LARGE SCALE BREAKROOM PLAN
SCALE 3/8" = 1'-0"
A-401
BREAKROOM ELEV.
SCALE 3/8" = 1'-0"
A-401
SECTION @ SINK
SCALE 1" = 1'-0"
A-401
SECTION @ O.H. CABINET
SCALE 1" = 1'-0"
FRAME TYPE
SCALE: 1/4"= 1'-0"
MF-1
A601
HM-2W-1
SCALE: 1/4"= 1'-0"
DOOR TYPES
HM-1
A601
HM-3MF-3MF-2
SCALE: 1 1/2"= 1'-0"
DOOR JAMB
DOOR HEAD
SCALE: 1 1/2"= 1'-0"
A601
A601
SCALE: 1 1/2"= 1'-0"
DOOR HEAD
DOOR JAMB
SCALE: 1 1/2"= 1'-0"
A601
A601
HARDWARE SCHEDULE
DOOR SCHEDULE DOOR CONFIGURATIONS
D P
W F
IL
E
N O
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
S Y
M B
O L
PLATE
REFERENCE
NUMBER
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D A
TE
C A
TE
G
O R
Y C
O D
E
S
IZ
E
S U
B M
IT
TE
D B
Y
P
LO
T S
C A
LE
P
LO
T D
A
TE
D
E S
C R
IP
TI
O N
B Y
D A
TE
TA
S
K O
R D
E R
N
S H
O W
N
D O
O R
S C
H E
D U
LE
S
A N
D D
E
TA
IL
S
A-601
ROOM FINISH SCHEDULE
FINISH LEGEND / NOTES
FLOOR FINISHES
BASE FINISHES
WALL FINISHES CEILING FINISHES
CASEWORK FINISHES
NEUTRAL ALMOND COLORWAY
DOOR STAIN
NOTES
BA C
D P
W F
IL
E
N O
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
S Y
M B
O L
PLATE
REFERENCE
NUMBER
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D A
TE
C A
TE
G
O R
Y C
O D
E
S
IZ
E
S U
B M
IT
TE
D B
Y
P
LO
T S
C A
LE
P
LO
T D
A
TE
D
E S
C R
IP
TI
O N
B Y
D A
TE
TA
S
K O
R D
E R
N
S H
O W
N
A-602
TYPICAL WALL TYPES
SCALE 1 1/2" = 1'-0"
FI
N
IS
H
S C
H E
D U
LE
A
N D
W A
LL
T
Y P
E S
A-602
W F
IL
E
N O
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
S Y
M B
O L
PLATE
REFERENCE
NUMBER
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D A
TE
C A
TE
G
O R
Y C
O D
E
S
IZ
E
S U
B M
IT
TE
D B
Y
P
LO
T S
C A
LE
P
LO
T D
A
TE
D
E S
C R
IP
TI
O N
B Y
D A
TE
TA
S
K O
R D
E R
N O
P
LU
M B
IN
G
G
E N
E R
A L
N O
TE
S
LE
G E
N D
A
B B
R E
V
IA
TI
O
N S
P-001
K6PMMSER
Line
W F
IL
E
N O
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
S Y
M B
O L
PLATE
REFERENCE
NUMBER
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D A
TE
C A
TE
G
O R
Y C
O D
E
S
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Rectangle
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PLATE
REFERENCE
NUMBER
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OF ENGINEERS
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REFERENCE
NUMBER
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OF ENGINEERS
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PLATE
REFERENCE
NUMBER
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OF ENGINEERS
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PLATE
REFERENCE
NUMBER
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OF ENGINEERS
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PLATE
REFERENCE
NUMBER
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OF ENGINEERS
SAVANNAH
D A
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P-701
K6PMMSER
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REFERENCE
NUMBER
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OF ENGINEERS
SAVANNAH
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REFERENCE
NUMBER
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OF ENGINEERS
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M-001
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REFERENCE
NUMBER
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OF ENGINEERS
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REFERENCE
NUMBER
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OF ENGINEERS
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M-601
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REFERENCE
NUMBER
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OF ENGINEERS
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REFERENCE
NUMBER
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OF ENGINEERS
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MECHANICAL - FLOOR PLAN - HVAC
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MH101
K6PMMSER
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PLATE
REFERENCE
NUMBER
US ARMY CORPS
OF ENGINEERS
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D A
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REFERENCE
NUMBER
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OF ENGINEERS
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D A
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REFERENCE
NUMBER
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REFERENCE
NUMBER
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OF ENGINEERS
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ES101
K6PMMSER
Rectangle
K6PMMSER
Line
K6PMMSER
Typewritten Text
UTILITES PAD MOUNTED TRANSFORMER
K6PMMSER
Typewritten Text
AND METER PROVIDED BY SUS. PRIMARY UNDERGROUND CONDUCTORS
K6PMMSER
Typewritten Text
K6PMMSER
Typewritten Text
K6PMMSER
Typewritten Text
K6PMMSER
Typewritten Text
K6PMMSER
Typewritten Text
K6PMMSER
Typewritten Text
PROVIDED BY GEORGIA POWER.
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REFERENCE
NUMBER
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OF ENGINEERS
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REFERENCE
NUMBER
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OF ENGINEERS
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REFERENCE
NUMBER
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OF ENGINEERS
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PLATE
REFERENCE
NUMBER
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OF ENGINEERS
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REFERENCE
NUMBER
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OF ENGINEERS
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PLATE
REFERENCE
NUMBER
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OF ENGINEERS
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PLATE
REFERENCE
NUMBER
US ARMY CORPS
OF ENGINEERS
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BANK WIDTH
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PLATE
REFERENCE
NUMBER
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OF ENGINEERS
SAVANNAH
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K6PMXVFG
Rectangle
W
F
I L
E
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
C
A
B
S Y
M B
O L
PLATE
REFERENCE
NUMBER
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D A
T E
C A
T E
G O
D
E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L
A
L E
P
L O
T
D
A T
E
D E
S C
R I P
T I O
N B
Y D
A T
E
T A
D
O
W N
E L
E C
T R
I C
I S
I A
G R
A M
S
E-602
K6PMXVFG
Rectangle
W
F
I L
E
N
O
F I L
E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
C
A
B
S Y
M B
O L
PLATE
REFERENCE
NUMBER
US ARMY CORPS
OF ENGINEERS
SAVANNAH
D A
T E
C A
T E
G O
D
E
S I Z
E
S U
B M
I T
T E
D
B
Y
P L
A
L E
P
L O
T
D
A T
E
D E
S C
R I P
T I O
N B
Y D
A T
E
T A
D
O
W N
E L
E C
T R
I C
C H
E D
U L
E S
E-603
K6PMXVFG
Rectangle
| 2014-06-24T13:35:04-0400 | |
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