W9128A-19-B-0001_Am-0004_-_Drawings_(Part_2_of_2).pdf
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Amendment 0004 - Drawings (2 of 2)
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SCALE: 1/2" = 1'-0"
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TOP OF PLATE
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TOP OF PLATE
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ARCH DWG, TYP
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OPENING,
SAW CUT
MAX
4"
M
IN4
CONC SLAB
CHAIRS
CONC BLOCK (1) #4 T&B CONT
DOWELS AT CORNERS TYP
WITH 1'-6" BEND OR 1'-6"x1'-6"
#4 CONT HORIZ BARS AT 8"
ROUGHEN SURFACE TYP
(2) #4 CONT
#4 AT 24" DOWELS
TOP OF SLAB
5" MIN, 9" MAX
CURB WIDTH AS REQ'D
BARRIER
MOISTURE
GRADE, SIZE AND NUMBER
MATCH WALL REINF IN
FOOTING DOWELS SHALL
BARS IN SIZE AND NUMBER
LONGITUDINAL FOOTING
REINF SHALL MATCH
1:3 MIN SLOPE
SPLICE
HORIZ LAP
COVER
3" MIN BAR
EDGE CONDITIONS
SEE ARCH DWGS FOR
"t" (4" MAX)
DEPRESSION
"t" (4" TO 12")
DEPRESSION
#4 CONT
#4 AT 18" 24"
24"
(2) #4 CONT
#4 AT 18"
2'-0"
INTERSECTION
LOWER BARS AT
BOTH SIDES
BARS IF FOOTING
CONTINUOUS INTERSECTION
RAISE BAR AT
1/3
TOP SAME
BARS AT
1/3
PAVING-SEE PLANS
FIN GRADE OR
ON PLAN
SHOWN DASHED
FOOTING STEPS
1-1/2" CLR TYP
H/2 IF H>16"
ADD (2) #4 CONT
#4 AT 12"
PLASTIC RIBBON
OR USE 1" DEEP
12 HOURS AFTER POUR
SAW CUT MAXIMUM OF
CONTRACTOR OPTION:
EXCAVATION
TRENCH
PER SPECS
BACKFILL
EXTEND BELOW THIS LINE
EXCAVATION SHALL NOT
BOTTOM OF TRENCH
FOOTING
COMPLETED PER SPECIFICATIONS.
EXCAVATION FROM CAVE-INS UNTIL ALL BACKFILL IS
OR OTHERWISE MAINTAINING THE SIDE OF THE
THE CONTRACTOR SHALL PROVIDE SHORING, SHEATHING
NOTE:
LINE
GROUND
FILL
COMPACTED
SPLICE
HORIZ LAP
2'-0" MIN
PER PLAN, TYP
REINFORCEMENT
#3 AT 16" EW
TIE BMFTG
ANCHORAGE.
DETAILS FOR
SEE EQUIPMENT 4.
REQUIREMENTS.
FOR #4 HORIZ BAR
SEE CURB DETAIL 3.
DWGS.
ARCH AND MECH
AS REQUIRED BY
PROVIDE INSERTS 2.
CURBS.
LOCATION OF
FOR SIZE AND
SEE ARCH DWGS1.
NOTES:
TYPREQUIREMENTS,
SUBGRADE AND FILL
ON SHT S-001 FOR
SEE FOUNDATION NOTES
NECESSARY
DRAIN WHERE
BTB FOOTING
SOIL EXPOSED
WHEN EXTERIOR
CAP BLOCK
BIOBARRIER
FILL
GRANULAR
SELECT
12" MIN
WALL
PIPE THRU
FOOTING
BOTTOM OF
EQUAL
SLEEVE
'D' OF
THRU WALL
PIPES PASS
LOWER FTG SO
THIS AREA,
FOR PIPES IN
'D'+1'-6"
STEPPED PER
FOOTING SHALL BE 2.
BELOW FOOTING OR
PROVIDE LEAN CONCRETE 1.
BELOW FOOTING
CONTRACTOR OPTION FOR PIPES
#3
#4
#5
#6 f'c
BAR
SIZE
3000 PSI 4000 PSI 5000 PSI
OTHER
BAR
TOP
BAR
OTHER
BAR
OTHER
BAR
TOP
BAR
TOP
BAR
STIRRUP OR
TIE HOOK
STANDARD
HOOKSBAR
SIZE
#3
#4
#5
#6 12
6 4
4-1/2
HOOK HOOK HOOKHOOK
D 2 1D
3-1/2
4-1/2
5-1/2
4-1/2
5-1/2
7-1/2 4-1/2
1-1/2
2-1/2
4-1/2
3-3/4
2-1/4
ALL BENDS SHALL BE MADE COLD.1.
NOTES:
D
1D
FOR #6, #7, #8 BARS
2D
D
HOOK LENGTHS (H, INCHES)
GRADE 60 (INCHES)
SLAB & WALL SPLICE LENGTHS
S-501
B2
SPLICES BASED ON 3/4" MIN COVER2.
CONCRETE IS CAST BELOW THE SPLICE.
SO PLACED THAT MORE THAN 12" OF FRESH
TOP BARS ARE HORIZONTAL REINFORCEMENT 1.
:NOTES
CMU
PIPES, UON
THAN OD OF
2" LARGER
PVC SLEEVES
U O
N
M
X
WALL FOOTING
"d" IS DEPTH OF
NOTE:
LAYER
4" THK CLAY
CONCRETE SLAB ON GRADE.
BTB NOT REQUIRED FOR EXTERIOR
NOTE:
TYP UON
BARRIER,
MOISTURE
10 MIL THK
HOLE (MIN)
4"x5/8" DIA
EA SIDE
32" BARS, ALTERNATE
EPOXY GROUT #4 AT
BARRIER
BASALTIC TERMITE
BARRIER
15 MIL VAPOR
(2 BARS MIN)
#4 AT 12" CONT
LOCATIONS
FOR SIZE AND
SEE MECH DWG
NEW PLUMBLINE
REQUIREMENTS
SYSTEM
CONTROL BARRIER
FOR MESH TERMITE
SEE SPECIFICATION
CONCRETE.
UNDERMINED BACKFILL WITH
IF EXISTING SLAB BECOMES
NOTE:
C1 C2
B4
C3 C5
A1 A2 A4
G
G U
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NOT TO SCALE
FLOOR EDGE DEMOLITION
NOT TO SCALE
TYPICAL SLAB FOOTING
NOT TO SCALE
NOT TO SCALE
TYPICAL PERIMETER
THICKENED SLAB FOOTING
NOT TO SCALE
LOWERED INTERIOR WALL FOOTING
NOT TO SCALE
DEMOLITION DETAIL
PIPES AND CONDUITS PERPENDICULAR
TO FOOTING
NOT TO SCALE
COMBINED INTERIOR -
EXTERIOR FOOTING
NOT TO SCALE
WALL FOOTING
LOWERED PERIMETER
NOT TO SCALE
DEMOLITION DETAIL
T Y
P
IC
A L D
E T
A
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.d g n
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B C
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N N
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D W
N B
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C K
D B
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D B
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®of Engineers
US Army Corps
A N
S I
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A T
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A S N
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SHEET ID
U .S
A R
M Y C
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F E
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IN
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N O
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N A
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E A
D
IN
E S
S
/2 /8
W
A -1
-D -0
W
A -1
-D -0
/2 /8
2' 0"
FLR EDGE
12" MIN REMOVED
A
X
10" MAX
3" MIN
M
IN
MIN
12"
C L
R
F T
G T
H K
FLR EDGE
1'-6" MIN REMOVED
2'-0"
REMOVE 3'-8" MIN
REMOVE 4'-6" MIN
M
IN6
M
IN6
12" MIN
(3) #5
(1) #5
#4 AT 8" OC
(E) SLAB, TYP
EPOXY EMBED 6" INTO
(N) #4 x16" LONG AT 18", 12" REMOVED (E) SLAB
S-502
C1
TYP AT FTG PERIMETER
INTO EXISTING SLAB.
DOWELS. EPOXIED 6"
#4 AT 18" x 16" LONG
(2) #5
#4 AT 8"
S-501
A3
ANDSEE
SLAB ON GRADE,
1'-6" MIN REPLACED
S-501
B4
(2) #5
#4 AT 8"
EMBED, TYP
6" EPOXY
OC, EW
#4 AT 16"
TYPSEE
WHERE OCCURS,
(N) PIPE THRU WALL
S-501
B3
S-502
C5
DEMO DETAIL
FOR SEE
NOTE:
(E) CONC SLAB
(E) CONC SLAB
ON GRADE
(E) CONC SLAB
S-502
B4
(N) CMU WALL PER PLAN
TOP OF FTG
REINF
BOT LONGITUDINAL FTG
ADDED REINF TO MATCH
CONDUIT, TYP
THAN PIPE OR
BE 3" LARGER
PIPE SLEEVE TO
6'-0" LONG
ADD (3) #4 x
FTG REINF
LONGITUDINAL
BEND 2'-0"
ABOVE FTG
CONDUIT
S-501
C1 FOR REBAR SPLICE EMBEDMENT AND DETAILS.SEE3.
PIPES.
CONTRACTOR TO DETERMINE EXACT DEPTH AND LOCATION OF
GENERAL CONTRACTOR SHALL CONSULT WITH MECHANICAL
DEPTH OF FOOTING MAY BE AFFECTED BY LOCATION OF PIPES. 2.
WITH COMPACTED FILL PER SHEET S-001, FOUNDATION NOTES.
BELOW BOTTOM OF FOOTING TRENCH MAY BE BACKFILLED
FOR PIPES PERPENDICULAR TO FOOTING, MORE THAN 3'-0" 1.
NOTES:
ABV FTG
CONDUIT
S-502
B1
BALANCE OF INFO
FOR SEE
BARS MIN)
#4 AT 16" ((2)
#4 AT 8"
(2) #5
(E) CONC SLAB
INTO (E) SLAB6"
EPOXIED DOWELS
#4 AT 12"
OD OF PIPE UON
LARGER THAN
PVC SLEEVES 2"
SEC
SECTION
PER PLAN
TOF ELEV
TOF ELEV PER PLAN
WITHIN FTG
BELOW OR
CONDUIT
S-501
A3
S-501
B4
#4 AT 8"
S-501
B3
S-502
C1
DEMO DETAIL
FOR SEE
NOTE:
TYPSEE
WHERE OCCURS,
(N) PIPE THRU WALL
EMBED, TYP
6" EPOXY
(3) #5
GRADE, SEE AND
1'-6" MIN REPLACED SLAB ON
#4 AT 16" OC, EW
(N) CONC WALL
(2) #5
WALL FOOTING
AT TYPICAL PERIMETER
WALL FOOTING
AT LOWERED PERIMETER
S-502
B1
FTG PER
OUTLINE OF (N)
S-502
A2
FTG PER
OUTLINE OF (N)
S-502
A4
S-502
A1
FTG PER
OUTLINE OF (N)
S-502
C3
FTG PER
OUTLINE OF (N)
(E) CONC SLAB
#5 DOWELS
GRADE
SLAB ON
(E) CONC
(E) CONC SLAB
FOR PIPE OPENING DETAIL.SEE2.
FOR SLAB DEMO DETAIL.SEE1.
NOTES:
1"
PER PLAN
(N) CMU WALL
PER PLAN
(N) CMU WALL
PER PLAN
(N) CMU WALL
PER PLAN
(N) CMU WALL
SLAB DEMO DETAIL.
FOR SEE1.
NOTE:
PER CIVIL
FINISH GRADE ELEV
PER CIVIL
GRADE ELEV
FINISH
ELEV PER CIVIL
FINISH GRADE
ELEV PER CIVIL
FINISH GRADE
VAPOR BARRIER
BARRIER
VAPOR
BARRIER
VAPOR
BARRIER
VAPOR PER PLAN
TOF ELEV
FLR JOIST
(E) STL
FLR SILL
(E) STL
FLR SILL
(E) STL
FLR JOIST
(E) STL
FLR SILL
(E) STL
JOIST
FLR
(E) STL
JOIST/SILL
(E) STEEL FLR
(N) CONC TOPPING
(N) CONC TOPPING
(N) CONC TOPPING
(N) CONC TOPPING
TOPPING
(N) CONC TOPPING
C3C1
A3A1
G
G U
T
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B
C E
Z A
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H
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A W
A
G E
O R
G E G
U T
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R R
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SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"
DEMOLITION FOR MIDDLE FOOTING
SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"
DEMOLITION FOR COMBINED FOOTING
GRAPHICS SCALE
SCALE: 1'' = 1'-0''
01' 1' 2'
R H
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S-508
BLDG. TYPE A
S H
O W
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A
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S B
U
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IN
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A /1
A /1
DETAIL - BUILDING 131A/131 AND 142A/142
DETAIL - BUILDING 131A/131 AND 142A/142
B C
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D B
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D B
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D E
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2 3
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A
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N
C O
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D A
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A P
P R
®of Engineers
US Army Corps
A N
S I
D
IS
S
U E D
A T
E
A S N
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E D
SHEET ID
U .S
A R
M Y C
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P S O
F E
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IN
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P A
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W
A -1
-D -0
W
A -1
-D -0
5'-0" MIN
TYP
5"
DWGS
SEE ARCH
EMBED, TYP
6" EPOXY
ABOVE
MATCH CMU
EMBED, TYP
6" EPOXY
S-501
A3
ANDSEE
SLAB-ON-GRADE,
3'-4" MIN REPLACED
S-501
B4
TYPSEE
WHERE OCCURS,
(N) PIPE THRU WALL
S-501
B3
#5 AT 12" T&B(6) #5 T&B CONT
DETAIL FOR DEMO SEE
GRADE
SLAB-ON-
(E) CONC
S-508
C1
S-501
A3
ANDSEE
SLAB-ON-GRADE,
1'-6" MIN REPLACED
S-501
B4
#4 AT 12" T&B
TYPSEE
WHERE OCCURS,
(N) PIPE THRU WALL
S-501
B3
DETAIL FOR DEMO SEE
S-508
A1
OC, EW
#4 AT 16"
GRADE
SLAB-ON-
(E) CONC
SEE MEP DWGS, TYP
WHERE OCCURS,
PIPE IN CHASE
#5 AT 12" HORIZ
EXTERIOR
GRADE
(E) FINISHED
CONT
(4) #5 T&B
(N) CONC WALL
S-508
C3
S-508
A3
AND FTG, SEE
OUTLINE OF (N) CMU WALL
AND FTG, SEE
OUTLINE OF (N) CMU WALL
SLAB EDGE
REMOVE
(2) #4
#4 AT 16"
#4 AT 16" OC, EW
SIDE OF (N) FTG
SLAB-ON-GRADE EA
REMOVE 4'-0" MIN OF
PER PLAN
(N) CMU WALL
PER PLAN
(N) CMU WALL
ELEV PER CIVIL
FINISH GRADE
BARRIER
VAPOR
BARRIER
VAPOR
G
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GRAPHICS SCALE
DEMOLITION DETAIL
B U
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A U
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A
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E .d g n
S-510
BLDG. TYPE E
DETAIL - BUILDING 121
SCALE: 1-1/2" = 1'-0"SCALE: 1-1/2" = 1'-0"
1' 6" 1'
SCALE: 1-1/2'' = 1'-0"
B C
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D A
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A P
P R
®of Engineers
US Army Corps
A N
S I
D
IS
S
U E D
A T
E
A S N
O T
E D
SHEET ID
U .S
A R
M Y C
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P S O
F E
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IN
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P A
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C A P
N O
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/2 /8
W
A -1
-D -0
W
A -1
-D -0
"SLAB-ON-GRADE
MIN 1'-6" REMOVED
PER PLAN
CONC CURB
AT 12"
#4 VERT DOWEL
SLAB-ON-GRADE
(E) CONC
CONT
(2) #4 T&B
#4 AT 12" BOT
EMBEDDED, TYP
#4 AT 16" EPOXY
DETAIL FOR DEMO SEE
S-510
C1
S-510
C3
PER
CURB AND FTG
OUTLINE OF (N)
(2) #4 CONT
(N) CONC TOPPING
G
G U
T
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R R
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B
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K S
H
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A
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G E G
U T
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R R
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SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"
DEMOLITION DETAIL
GRAPHICS SCALE
SCALE: 1'' = 1'-0''
01' 1' 2'
B U
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D
IN
G
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A T
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A
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BLDG. TYPE F
DETAIL - BUILDING 133
B C
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N N
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D W
N B
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C K
D B
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D E
S
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N E
D B
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D E
S C
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N
D
2 3
C
4 5
A
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M A
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A P
P R
D A
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F
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D B
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P L
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C A
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D A
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M A
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D E
S C
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T
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N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps
A N
S I
D
IS
S
U E D
A T
E
A S N
O T
E D
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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P A
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B O
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A
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W
A -1
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W
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S-501
A3
ANDSEE
SLAB-ON-GRADE,
1'-6" MIN REPLACED
S-501
B4
OC, EW
#4 AT 16"
#4 AT 12" T&B
DETAIL FOR DEMO SEE
GRADE
SLAB-ON-
(E) CONC
S-511
C1
MATCH ADJACENT FFE
FINISH GRADE TO
REMOVED SLAB
MIN 5'-0"
CONT
(4) #5 T&B
WALL AND FTG PER
OUTLINE OF (N) CMU
S-511
C3
PER PLAN
(N) CMU WALL
BARRIER
VAPOR
C H
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US Army Corps of Engineers
U .S
. A R
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MECHANICAL GENERAL NOTES:
1. THE ENTIRE INSTALLATION SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE MILITARY HANDBOOKS, MILITARY ENGINEERING TECHNICAL LETTERS, INTERNATIONAL BUILDING CODE, INTERNATIONAL PLUMBING CODE, INTERNATIONAL FIRE CODE, NATIONAL FIRE PROTECTION ASSOCIATION CODE, NATIONAL ELECTRICAL CODE, ASME BOILER AND PRESSURE VESSEL CODE, ASME PRESSURE PIPING CODE, UFC 1-200-02, UFC 3-401-01, UFC
3-410-01, AND ALL OTHER AGENCIES HAVING JURISDICTION.
2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER THE COMPLETE INSTALLATION OF SYSTEMS TO FUNCTION AS DESCRIBED AND SPECIFIED. THE OMISSION OF REFERENCE TO ANY NECESSARY ITEM OF LABOR OR MATERIAL SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING SUCH LABOR AND MATERIAL.
3. ALL EQUIPMENT SHALL BE CAPABLE OF FITTING INTO THE SPACES ALLOCATED WHILE MEETING THE MANUFACTURER'S RECOMMENDED ACCESS REQUIREMENTS. REVIEW ALL SPACES WHERE EQUIPMENT IS TO BE INSTALLED PRIOR TO ORDERING OF EQUIPMENT AND NOTIFY THE ENGINEER OF ANY INADEQUATE CLEARANCES OR CONDITIONS THAT WILL PREVENT THE PROPER INSTALLATION, MAINTENANCE, AND OPERATION OF THE
EQUIPMENT.
4. PROVIDE SHOP DRAWINGS FOR THE LAYOUT OF EQUIPMENT, PIPING, AND DUCTWORK SHOWING COORDINATION OF ALL WORK WITH ALL OTHER TRADES, INCLUDING PLUMBING, FIRE SPRINKLER, FIRE ALARM, CONTROLS, ELECTRICAL, AND COMMUNICATION SYSTEMS. COORDINATION DRAWINGS SHALL OVERLAY HVAC, PLUMBING, FIRE SPRINKLER, ELECTRICAL, AND FIRE ALARM SYSTEMS, AND ALL CONFLICTS BETWEEN TRADES SHALL BE
NOTED AND RESOLVED.
5. VERIFY AND COORDINATE ALL ROOF, WALL, AND FLOOR PENETRATIONS WITH THE STRUCTURAL AND
ARCHITECTURAL DRAWINGS PRIOR TO THE START OF CONSTRUCTION.
6. OBTAIN APPROVAL FROM THE CONTRACTING OFFICER BEFORE MAKING ANY PENETRATIONS THROUGH
STRUCTURAL MEMBERS, WALLS, AND SLABS.
7. VERIFY THE EXACT LOCATION , SIZE, AND INVERT OF ALL EXISTING SEWER, STORM DRAIN, AND WATER LINES AT
THE NEW POINT OF CONNECTION PRIOR TO THE START OF CONSTRUCTION.
8. TONE AND LOCATE ALL UTILITY LINES OR OTHER INTERFERENCES IN AREAS OF PROPOSED TRENCH WORK PRIOR
TO START OF EXCAVATION. REPAIR OR PAY FOR ALL DAMAGES TO EXISTING UTILITIES.
9. DRAWINGS DO NOT ATTEMPT TO SHOW EXACT DETAILS OF PIPING AND DUCTWORK. PROVIDE OFFSETS AS NECESSARY TO AVOID LOCAL OBSTRUCTIONS OR INTERFERENCE WITH OTHER TRADES. REVIEW ALL PIPING AND DUCT RUNS PRIOR TO FABRICATION AND IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY
INTERFERENCE AND/OR LACK OF ADEQUATE CLEARANCES.
10. SHOULD PROJECT CONDITIONS REQUIRE REARRANGEMENT OF WORK, MARK SUCH CHANGES ON THE AS-BUILT DRAWINGS. IF THESE CHANGES REQUIRE ALTERNATE METHODS TO THOSE APPROVED BY THE CONTRACT DOCUMENTS, SUBMIT SHOP DRAWINGS SHOWING THE PROPOSED ALTERNATE METHODS TO THE CONTRACTING
OFFICER FOR REVIEW. DO NOT PROCEED UNTIL REVIEWED.
11. PATCH AND PAINT ALL EXPOSED MATERIAL, TO MATCH ADJACENT SURFACES OR AS INDICATED.
12. REPAIR ANY DAMAGE TO EXISTING CONSTRUCTION RESULTING FROM THE INSTALLATION OF MECHANICAL ITEMS.
THE AREAS REPAIRED SHALL MATCH THE ADJACENT SURFACES IN TEXTURE AND COLOR.
13. PROPERLY FIRESTOP ALL PENETRATIONS THROUGH FIRE RATED WALLS, FLOORS, OR PARTITIONS WITH A UL APPROVED SYSTEM APPROPRIATE FOR THE PENETRATION TYPE AND FIRE RATING. FIRESTOP ALL
PENETRATIONS BETWEEN FLOORS.
14. PROVIDE ACCESS PANELS TO ALL CONCEALED VALVES, DAMPERS, AND EQUIPMENT. PANELS SHALL BE MILCOR OR EQUAL. COORDINATE THE LOCATION OF ACCESS PANELS TO INSURE THAT THE EQUIPMENT CAN BE
MAINTAINED ADEQUATELY.
15. PROVIDE ISOLATION VALVES ON PIPING BRANCH LINES AND VOLUME DAMPERS ON DUCTWORK BRANCH LINES
WHETHER SHOWN ON THE DRAWINGS OR NOT.
16. SEISMICALLY BRACE ALL EQUIPMENT AND PIPING IN ACCORDANCE WITH THE IBC .
17. ROUTE ALL CONTROL AND MOTOR STARTER WIRING IN CONDUIT.
18. MOUNT ALL ROOM THERMOSTATS AT 4'-0” ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED.
DESCRIPTIONABBRV.SYMBOL
T THERMOSTATT-STAT
NOT TO SCALENTS
SF SUPPLY FAN
EXISTINGEXST
EXHAUST FANEF
S SW SWITCH
DIAMETERDIAØ
CUBIC FEET PER MINUTECFM
EXHAUST AIR EA
AFG ABOVE FINISHED GRADE
EMERGENCY HVAC SHUTDOWN SWITCHESS
M-001
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AutoCAD SHX Text
MECHANICAL LEGEND
C H
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GENERAL NOTES THIS SHEET ONLY
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US Army Corps of Engineers
U .S
. A R
M Y
C O
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TYPICAL DUCT PENETRATION THROUGH WALL
NOT TO SCALEC1
DUCT
20 GAGE GALVANIZED
STEEL COLLAR (EXPOSED
ONLY). SECURE TO WALL
ON 6" CENTERS
(MINIMUM 4 FASTENERS
PER SIDE).
CMU WALL
GROUT
20 GAGE GALVANIZED
STEEL SLEEVE
INSULATION
NOTES:
SEE STRUCT SHTS FOR DETAIL
OF WALL OPENING.
1/2" CLEARANCE BETWEEN
2" X 2" X 1/4" ∠
TACKWELDED OR
RIVETED TO SLEEVE
SUPPLY FAN DETAIL
NOT TO SCALEC4
WALL EXHAUST FAN SUPPORT DETAIL
NOT TO SCALEB2
NOTE:
INSTALLATION SHALL BE PER
MANUFACTURERS
RECOMMENDATIONS
NOTE:
INSTALLATION SHALL BE
PER MANUFACTURERS
RECOMMENDATIONS
SEALANT AND
BACKER ROD
HVAC
EMERGENCY SHUTDOWN
RESET
FRANGIBLE
ENCLOSURE
PUSH BUTTONS
NOTE: SWITCHES SHALL
BE OF DIFFERENT COLOR
THAN FIRE ALARM PULL
STATION.
A2 NOT TO SCALE
HVAC EMERGENCY
SHUTDOWN SWITCH DETAIL
MOUNTING COLLAR
(SUPPLIED BY FAN
MFR.) SET IN SEALANT
CMU WALL
EXHAUST REGISTER
DAMPER
BACKDRAFT
TREATED
WOOD
BLOCK
SIDEWALL
EXHAUST FAN
EXTERIOR
SS EXPANSION SHIELDS
& BOLTS AS
RECOMMENDED BY FAN
MFR. (1/2" MIN.)
INTERIOR
ANGLE SUPPORT, TYP.
MOTOR GUARD
1/4" EXPANDED METAL
(GALV. STEEL)
FAN
INTERIOR EXTERIOR
CMU WALL
AIR
INTAKE
LOUVER
BACKDRAFT
DAMPER
ANCHOR BOLT, TYP
M-501
R H
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US Army Corps of Engineers
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B A
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C H
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REFER TO GENERAL INFORMATION
AND DETAILS FOR ADDITIONAL
INFORMATION AND DETAILS
1.
HVAC SYSTEM SEQUENCE OF OPERATION:
THE EFS SHALL BE PROVIDED WITH A HAND-OFF-AUTO SWITCH. IN THE HAND MODE,
THE UNIT SHALL BE MANUALLY OPERATED. IN THE AUTO POSITION, THE UNIT SHALL
OPERATE AS FOLLOWS:
1. THE EXHAUST FANS SHALL BE CONTROLLED VIA A T-STAT MOUNTED ON THE
WALL WHERE INDICATED ON THE DRAWINGS.
2. THE T-STAT SHALL MODULATE THE EXHAUST FAN VOLUME TO MAINTAIN A SPACE
TEMPERATURE SET BY THE ROOM CONTROLLER. THE SPACE SHALL BE
MAINTAINED AT A DEFAULT TEMPERATURE OF 75F, BUT SHALL BE FULLY
ADJUSTABLE BY THE USER.
120 V
A
H
OFF
T-STAT
OL
EF
EF STARTER
CONTROL DIAGRAM AND SEQUENCE OF OPERATIONS
NOT TO SCALEC1
POWER
BLDG SERVED EXT SP
(INCH WG)
FAN
RPMTYPE (CFM)
EXHAUST FAN (EF) SCHEDULE
ELECTRICAL
V PH HZ
EF
NO.
(HP)
(LBS)
WEIGHTAIRFLOW
EF-B-1 1,405 0.2DIRECT DRIVE
CENTRIFUGAL SIDEWALL
898 1/2 115 1 60 86BARRACKS
(DBA)
SOUND
LEVEL REMARKS
EM
120 V
EMERGENCY
SHUTDOWN
RELAY
EM EMERGENCY
SHUTDOWN
BUTTON (WHERE
INDICATED ON
PLANS)
RESET
BUTTON
EMERGENCY HVAC SHUTDOWN SWITCH
SEQUENCE OF OPERATION:
1. ACTIVATION OF THE EMERGENCY
SHUTDOWN SWITCH SHALL SHUTDOWN
THE AFFECTED EF EQUIPMENT.
EM
EMERGENCY
SHUTDOWN SWITCH
EF CONTROL DIAGRAM EMERGENCY HVAC SHUTDOWN SWITCH CONTROL DIAGRAM
M-602
BLDG. TYPE B
R H
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US Army Corps of Engineers
U .S
. A R
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C O
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S O
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N G
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SHEET ID
FY
M C
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A D
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G P
A D
M
IN
S M
A
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M
E C
H A
N
IC
A L
S C
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M A
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S C
H E
D U
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REFER TO GENERAL INFORMATION
AND DETAILS FOR ADDITIONAL
INFORMATION AND DETAILS
1.
POWER
BLDG
SERVED
EXT SP
(INCH WG)
FAN
RPMTYPE (CFM)
EXHAUST FAN (EF) SCHEDULE
ELECTRICAL
V PH HZ
EF
NO.
(HP)
(LBS)
WEIGHTAIRFLOW
EF-C-1
(DBA)
LEVEL REMARKS
735 0.20DIRECT DRIVE
SIDEWALL CENTRIFUGAL
1000 1/4 115 1 60 72GP ADMIN SMALL 42
SOUND
HVAC SYSTEM SEQUENCE OF OPERATION:
THE EFS SHALL BE PROVIDED WITH A HAND-OFF-AUTO SWITCH. IN THE HAND MODE,
THE UNIT SHALL BE MANUALLY OPERATED. IN THE AUTO POSITION, THE UNIT SHALL
OPERATE AS FOLLOWS:
1. THE EXHAUST FANS SHALL BE CONTROLLED VIA A T-STAT MOUNTED ON THE
WALL WHERE INDICATED ON THE DRAWINGS.
2. THE T-STAT SHALL MODULATE THE EXHAUST FAN VOLUME TO MAINTAIN A SPACE
TEMPERATURE SET BY THE ROOM CONTROLLER. THE SPACE SHALL BE
MAINTAINED AT A DEFAULT TEMPERATURE OF 75F, BUT SHALL BE FULLY
ADJUSTABLE BY THE USER.
120 V
A
H
OFF
T-STAT
OL
EF
EF STARTER
CONTROL DIAGRAM AND SEQUENCE OF OPERATIONS
NOT TO SCALEC1
EM
120 V
EMERGENCY
SHUTDOWN
RELAY
EM EMERGENCY
SHUTDOWN
BUTTON (WHERE
INDICATED ON
PLANS)
RESET
BUTTON
EMERGENCY HVAC SHUTDOWN SWITCH
SEQUENCE OF OPERATION:
1. ACTIVATION OF THE EMERGENCY
SHUTDOWN SWITCH SHALL SHUTDOWN
THE AFFECTED EF EQUIPMENT.
EM
EMERGENCY
SHUTDOWN SWITCH
EF CONTROL DIAGRAM EMERGENCY HVAC SHUTDOWN SWITCH CONTROL DIAGRAM
M-603
BLDG. TYPE C
R H
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W W W W W
D D D
4" VTR
LI
5-1
GWH
5-1
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LPG PIPING
WATER METER
RPBP
WMB WMB WMB WMB
HB
FD
GWH
5-1
GWH
5-1
ET
CONN. 4" S. TO 6" S
STUBOUT BY OTHERS
1 1/2" CW POC TO
EXIST. WATER LINE
COTG
COTG
HB HB HB HB
ROUTE WATER PIPING
HIGH AT CLN'G
FD
COTG
FCO
FCO
G SHUTOFF VALVE,
REGULATOR, & METER
TRAP PRIMER
TO FD'S. PROVIDE W/
ACCESS PANEL, TYP.
PROVIDE ACCESS
PANEL FOR WHA'S
CW & HW SUPPLY
TO WMB'S. ROUTE
LOW ON WALL
ROUTE V PIPE
BELOW WINDOW SILL
WMB
POTABLE CW SERVICE
TO LATRINE BLDG. FOR
CONT. SEE VOL4 PLUMBING COTG
G
PROVIDE POTABLE 3/4" CW U/G
SERVICE FOR LATRINE BLDG.
ROUTE CW U/G
HEATER CONTROLLER.
PROVIDE CONDUIT FOR ALL
WIRING TO HEATERS
WMB WMB
B
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US Army Corps of Engineers
U .S
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BLDG 121 - LAUNDRY - PLUMBING FLOOR PLANA1
P-102
BLDG. TYPE E
2" DIA. DRAIN PIPE
12" DIA. CONC. PIPE
20 CRUSHED ROCK FILL
A
FIN. FLR.
50"
38"
A
4"
4"
FOR CORNER
DETAIL, SEE
LIFTING RUNG SEE
DETAIL, FOR DETAIL SEE
SEDIMENT TRAP
6"
FROM BOOTWASH WASTE TO
SEWER
VENT PIPE,
TYP.DRAIN PIPE
C1
A1
1" THK. CHECKERED
COVER METAL PLATE
H40 RATING
DRAIN PIPE
NOT TO SCALE
LINT TRAP INTERCEPTOR DETAILA3
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SECTION A-A
PLAN VIEW
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US Army Corps of Engineers
U .S
. A R
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IN SLEEVE
CENTER PIPE
ESCUTCHEON AT
FINISHED WALLS
CMU WALL OR
CONC. WALL
FIRESTOP W/ UL
APPROVED SYSTEM
C1 P-501
PIPE THRU WALL DETAIL
NOT TO SCALE C2
P-501
ADA CLEANOUT TO GRADE DETAIL
NOT TO SCALE
PLUG IF END
CONDITION
8" MIN.
WASTE LINE
SANITARY WYE
CONCRETE COLLAR
CONCRETE WALK
BRASS PLUG AT PAVING OR
CLEANOUT PLUG USE COUNTERSUNK
1/4" BEND
6" MIN.
FINISHED GRADE
MAIN UP TO MAXIMUM OF 6"
CLEANOUT SAME SIZE AS
NICKEL BRONZE
ADJUSTABLE STRAINER
STRUCTURAL SLABFLASHING CLAMP
W/ WEEP HOLES
THREADED, CAULKED OR
NO-HUB CONNECTION
NOTE: SEE PLUMBING SCHEDULE FOR FLOOR DRAIN TYPE.
CAST IRON CLEANOUT WITH ROUND
ADJUSTABLE SECURED NICKEL
BRONZE TOP, SLOTTED CLOSURE PLUG
INTO HUB & SEAL WITH
INDICATED). TURN DOWN
VAPOR BARRIER (WHERE
FIN. FLR.
1/4" BEND, LONG SWEEP
WASTE LINE
CONC. FLOOR
1"
3/4"
SQUARE HEAD VALVE
VACUUM BREAKER
FINISHED WALL
MIN.
4"
6"
12"
FINISHED FLOOR
INTERIOR/EXTERIOR WALL
PIPE WALL SUPPORT
HB W/ REMOVABLE
TEE HANDLE
18" ABV. FIN.
FLR./GRADE
VACUUM BREAKER
HB W/ REMOVABLE
TEE HANDLE
INTERIOR/EXTERIOR WALL
3/4"
SQUARE HEAD VALVE
PIPE WALL SUPPORT
1/2" POLISHED CHROME
W/LOOSE KEY W/
NON-REMOVABLE
VACUUM BREAKER &
19mm HOSE HOSE
OUTLET
CHROME PLATED, HEX.
HD. LOOSE KEY VALVE
W/ WALL PLATE
C4 P-501
FLOOR CLEAN OUT
NOT TO SCALE
B1 P-501
FLOOR DRAIN DETAIL
NOT TO SCALE
B3 P-501
HOSE BIBB DETAIL
NOT TO SCALE
B4 P-501
INTERIOR HOSE BIBB DETAIL
NOT TO SCALE
24" MIN.
12"
6"
6"
GAS PIPE
SELECT MATERIAL
I.D. PIPE SLEEVE 1/2"
LARGER THAN PIPE OR
INSULATION O.D.
A1 P-501
GAS PIPE TRENCH DETAIL
NOT TO SCALE
AC PAVEMENT/FIN. GRADE
FIN. GRADE
RPBP WATTS MDL 909
OR BWS APPROVED
EQUAL
30" MAX.
12" MIN.
A2 P-501
REDUCED PRESSURE BACKFLOW PREVENTER (RPBP)
NOT TO SCALE
FINISHED FLOOR FINISHED GRADE
COPPER CW
SUPPLY. SIZE
SHOWN ON DWGS.
A4 P-501
WATER METER DETAIL
NOT TO SCALE
MUELLER MODEL MVR 2" OR
3" OR APPROVED EQUAL
NOTE: OPTIONALAL REMOTE AMR READING SYSTEM BY MUELLER.
CW PIPE. SIZES
SHOWN ON DWGS.
BALL VALVE, TYP.
UNION
CHECK VALVE
#10 COPPER
TRACING WIRE
GAS PIPE
WARNING TAPE
STRAINER
P-501
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BLD
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1A
BLD
G 12
BLDG 133
CONCRETE PAD
FOR GAS TANK.
SEE STRUCTURAL
FOR DETAILS
NEW GAS PIPING
PROVIDED BY HAWAII
GAS
TRENCHING
PROVIDED BY THE
CONTRACTOR.
NEW 1150 GALLON
LPG TANK PROVIDED
BY HAWAII GAS
25'-0"
CLEARANCE FOR
THE GAS TANK
EXISTING 2000
GALLON LPG TANK TO
REMAIN TO SERVE
LAUNDRY BLDG.
4" POTABLE WATER
CONNECTION BY
BASE WATER SUPPLY
CONTRACTOR
6" S. CONNECTION
BY OTHERS.
4" POTABLE WATER
CONNECTION BY
BASE WATER
SUPPLY
CONTRACTOR
6" S. CONNECTION
BY OTHERS
1 1/2" CW PROVIDE BY
BASE WATER SUPPLY
CONTRACTOR.
6" S. CONNECTION
BY OTHERS
ROUTE GAS PIPING IN
EXIST. SLEEVE UNDER
EXIST. PAVEMENT.
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US Army Corps of Engineers
U .S
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C O
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BUILDING 135, 137, 138, 139, 144, 145,
146, 147, 148 - BARRACKS - LARGE
NO PLUMBING WORK IN THIS AREA
BUILDING 140, 149, - GP ADMIN - SMALL
NO PLUMBING WORK IN THIS AREA
BUILDING 131/131A, 142/142A -
SHOWER/LATRINES DUPLEX
FOR PLUMBING WORK, SEE PA101
BUILDING 133 - LATRINE ONLY
FOR PLUMBING WORK, SEE PF101
BUILDING 121 - LAUNDRY
FOR PLUMBING WORK, SEE PE101
SCALE: 1" = 40'-0"
PLUMBING SITE PLANA1 00 40' 80'
SCALE: 1" = 40'
120'
PLAN
NORTHTRUE
NORTH
PS101
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SMH TOP=6383.6 INV.=6381.43
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SEPTIC TANK SMH TOP=6383.5 PIPE INV.=6381.79
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SEPTIC TANK SMH TOP=6382.76 PIPE INV.=6378.68
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SEPTIC TANK SMH TOP=6375.10 PIPE INV.=6371.16
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SCALE: 1/4" = 1'-0"
C1
GRAPHIC SCALE
E-107
SCALE: 1/4" = 1'-0"
A1
KEY NOTES THIS SHEET ONLY
N O
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P L A N
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A S N
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A N
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SCALE: 1/4"=1'-0"
A C
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R H
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DETAILS AND ADDITIONAL INFORMATION.
INFORMATION AND DETAILS, FOR
1. REFER TO GENERAL
W
A -1
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W
A -1
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BUILDING 149 - GP ADMIN SMALL - LIGHTING PLAN CONFIGURATION "A"
BUILDING 149 - GP ADMIN SMALL - ELECTRICAL PLAN CONFIGURATION "A"
E-503
GENERAL NOTES THIS SHEET ONLY
BLDG. TYPE C
E-610
/2 /8
/2 /8
IN LIEU OF STUBBING OUT.
UNDERGROUND INFRASTRUCTURE
CONNECT NEW DUCTS TO
INFRASTRUCTURE IS IN PLACE,
IF UNDERGROUND TELECOM
REINFORCING STEEL AND TMGB.
END. BOND SLEEVE TO
PLASTIC THREADED CAPS ON EACH
BLOCK. PROVIDE PVC OR ABS
CORNER) TO FIT IN ONE MASONRY
+24" AFF 6" (AT LEAST 8" FROM
ASSOCIATED EQUIPMENT CABLING,
TEMPORARY ANTENNA AND
1 x 4"C GRC SLEEVE FOR
MOUNTED IN TELECOM CABINET.
CONDUCTORS.
INSTALL NEW ELECTRICAL SERVICE
AND .
CONDUIT/DUCT. SEE SHEET
ELECTRICAL SERVICE
CONDUIT/DUCT TO EXISTING
INSTALL NEW ELECTRICAL SERVICE
BACKBOARD.
FROM METER TO TELECOM
PROVIDE 1"C WITH PULLSTRING
SECTION INFORMATION.
SEE SHEET FOR DUCT
A
M E
N D
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U .S
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SHEET ID
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H A
W A
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P O
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K U
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A T
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IN
G A
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A
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A
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IN
G C
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P L E
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B A
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A C
K S P
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F Y M
C A P
N O
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N A
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E A
D
IN
E S
S
AE
AEA
AAE
A
AE
A
3 3
A A
A
3b3,3b
J b a1
3b3b3,3b3b3b
1,1a
1a1a1,1a a b
PANEL "A"
A-1,3
J
A 3bAE 3,3b
B
+7'-6"
B+7'-6"
AE
3,3b
C
C C
CCCC
C
PANEL "A"
J
J
8 10 10 12 12
A-14
C
C
C
C C C C
G
SEE
SERVICE DISCONNECT,
C3
E-203
C C
C
1 S 2 A
E
J 42
GG G
G G
C
FACP
C
C C
2 T 4 B
C
C
B1
E-203
DUCT MARKER. SEE
AND CAP. PROVIDE
STUB 10 FT FROM BLDG
(4'W x 8'H). SEE
TELECOM BACKBOARD
D1
E-507
FOR CONTINUATION
SEE SHEET
ED103
F
M
WPI
J
M
WPI
21F
1/4 HP, 120V, 1PH, 60Hz
EF 2-1
EF 2-1
1/4 HP, 120V, 1PH, 60Hz
A-42
C
C
JJ
J
J
A-8,10,12
A-2,4,6
A-21,23
A-13,15
J
NEMA 4X CABINET
KWHR METER IN
SCALE: 1/4" = 1'-0"
C1
GRAPHIC SCALE
E-108SCALE: 1/4" = 1'-0"
A1
KEY NOTES THIS SHEET ONLY
N O
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N O
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P L A N
ED103
A S N
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A N
S I
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0 4' 8'
SCALE: 1/4"=1'-0"
A C
H
M K
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A C
H
A C
H
CONFIGURATION "B"
DETAILS AND ADDITIONAL INFORMATION.
INFORMATION AND DETAILS, FOR
1. REFER TO GENERAL
W
A -1
-D -0
W
A -1
-D -0
C O
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BUILDING 140 - GP ADMIN SMALL - LIGHTING PLAN - CONFIGURATION "B"
BUILDING 140 - GP ADMIN SMALL - ELECTRICAL PLAN - CONFIGURATION "B"
R H
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E503
GENERAL NOTES THIS SHEET ONLY
BLDG. TYPE C
E-611
/2 /8
/2 /8
IN LIEU OF STUBBING OUT.
UNDERGROUND INFRASTRUCTURE
CONNECT NEW DUCTS TO
INFRASTRUCTURE IS IN PLACE,
IF UNDERGROUND TELECOM
REINFORCING STEEL AND TMGB.
END. BOND SLEEVE TO
PLASTIC THREADED CAPS ON EACH
BLOCK. PROVIDE PVC OR ABS
CORNER) TO FIT IN ONE MASONRY
+24" AFF 6" (AT LEAST 8" FROM
ASSOCATED EQUIPMENT CABLING,
TEMPORARY ANTENNA &
1 x 4"C GRC SLEEVE FOR
MOUNTED IN TELECOM CABINET.
CONDUCTORS.
INSTALL NEW ELECTRICAL SERVICE
AND .
HANDHOLE (EHH-1-SB3). SEE SHEET
CONDUIT/DUCT TO EXISTING
INSTALL NEW ELECTRICAL SERVICE
BACKBOARD.
FROM METER TO TELECOM
PROVIDE 1"C WITH PULLSTRING
SECTION INFORMATION.
SEE SHEET FOR DUCT
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MARKER. SEE
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FOR CONTINUATION
SEE SHEET
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IN NEMA 4X
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0 1' 2' 3'
SCALE: 3/4"=1'-0"
GRAPHIC SCALE
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SCALE: 1"=1'-0"
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FINISHED GRADE
STEEL
NEMA 4X, STAINLESS
CIRCUIT BREAKER,
DISCONNECT/
MAIN SERVICE
SCALE: 3/4" = 1'-0"
C3
(SEALABLE)
STAINLESS STEEL
CONSTRUCTED OF
NEMA 3R
30"SQ x 11"D
CT ENCLOSURE
NEMA 4X
ENCLOSURE, HINGED,
KWHR METER IN METER
SEE SITE PLAN
DUCTLINE.
TO EXISTING
STEEL (SEALABLE)
NEMA 4X, STAINLESS
SERVICE PULLBOX,
TO GROUND WELL
SERVICE EQUIPMENT ELEVATION
BUILDING 140, 149 - GP ADMIN SMALL -
SPD
STAINLESS STEEL
BREAKER, NEMA 4X
ENCLOSED CIRCUIT
ENCLOSURE
DEVICE. NEMA 4X
SURGE PROTECTION
FINISHED FLOOR
DUCTS
TELECOM SERVICE
2 x 4"C INCOMING
TERMINAL (GFGI)
PROTECED ENTRANCE
NOTES:
1.
110 BLOCK
B1
A4
E-801
SCALE: 1" = 1'-0"
A1
E-803
110 BLOCK
FIRE RATED (4'W x 8'H)
TELECOM BACKBOARD,
TELECOM SERVICE ENTRANCE ELEVATION
BUILDING 140, 149 - GP ADMIN SMALL -
FOR ADDITIONAL INFORMATION
CABINET, SEE
WALL MOUNTED TELECOM
FOR ADDITIONAL INFORMATION
TMGB. SEE
CONDUITS SHOWN)
OUTLETS (NOT ALL
1"C (EMT) TO TELECOM
CONVENIENCE RECEPTACLE
CORNER
6"
2.
5"
OPENED (I.E. MAIN CABINET AND FRONT DOOR).
BLOCKS AND PROTECTED ENTRANCE TERMINAL AND CAN BE COMPLETELY
OF THE CABINET IS OPENED UP, IT DOES NOT COME IN CONTACT WITH 110
PLACEMENT OF TELECOM CABINET SHALL BE SUCH THAT WHEN THE MAIN BODY
WITH NEC VIA THE CONTRACTING OFFICER.
COORDINATE INSTALLATION ARRANGEMENT AND REQUIREMENTS
E-501
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®of Engineers
US Army Corps
U .S
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M Y C
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P S O
F E
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LAMP
LENS
CHASSIS
MOUNT
TYPE
INTERNAL HOUSING
AFTER FABRICATION
POWDER COAT, PAINT
w/ WHITE POLYESTER
COLD ROLLED STEEL
22-GAUGE DIE-FORMED
A
OUTER HOUSING CONSISTS OF POLYESTER REINFORCED FIBERGLASS w/ INTERNAL BRASS STUDS
FEATURES 1
FEATURES 2
ACRYLIC DIFFUSER
IMPACT RESISTANT
EMERGENCY BATTERY PACK, 90 MINUTE OPERATION
7"
48" ±
FRONT VIEW SIDE VIEW
5.40"
.6
LAMP
LENS
CHASSIS
MOUNT
TYPE B
DRIVER
FEATURES
POLYESTER POWDER COAT FINISH, BRONZE
MARINE GRADE HEAT TREATED EXTRUDED ALUMINUM WITH
120V CONSTANT CURRENT LED DRIVER @ 350mA
WALL
EXTRUDED UV STABILIZED CLEAR PRISMATIC POLYCARBONATE
WALL / CEILING / PENDANT
AE
5. FULL CUTOFF
4. INTEGRAL PHOTOELECTRIC SWITCH.
3. UL LISTED FOR WET LOCATIONS.
DAMAGED DUE TO VANDALISM.
b. VANDALISM - LIFETIME REPAIR OR REPLACEMENT OF FIXTURE IF
a. LED BOARDS - TEN YEARS FOR OPERATIONAL DEFECTS.
2. WARRANTY
1. RATED LIFE: 130,000 HOURS @ 50° C.
(LESS THAN 2% BLUE LIGHT)
LED, 292 LUMENS, 10 WATTS, AMBER, OBSERVATORY FRIENDLY
20.79"
NO SCALE
A1
FOR INTERIOR LOCATIONS
WEATHERPROOF SWITCH PLATE
FROSTED, RIBBED, IMPACT ACRYLIC, FULLY GASKETED
DRIVER
LED, 48W, 5,800 NOMINAL LUMENS, 120 LUMENS PER WATT MINIMUM EFFICACY. 3985K+/-275K, 80 MIN CRI
277V/120V OPERATION
7. 5 YEAR MINIMUM WARRANTY.
PRODUCTS BELOW 70% OF THEIR INITIAL LUMEN VALUE.
6. 50,000 HRS MINIMUM B10/L70 LIFETIME WHERE L70 IS 70% LUMEN MAINTENANCE AND B10 IS NO MORE THAN 10% OF
5. RE-LAMPABLE LIGHT ENGINES
4. THERMAL MANAGEMENT.
3. LEDs IN COMPLIANCE WITH IESNA LM80 AND ANSI C78.377.
2. PHOTOMETRICS TESTED IN ACCORDANCE WITH IESNA LM-79.
1. UL LISTED FOR DAMP LOCATIONS.
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