!
REV1 S I ONS
DESCRIPTION
LTR
PREP'D BYDATE APPROVED
NOT PART OF STANDARD DWG
SHOWN FOR INFORMATION ONLY
ABBREVIATIONS
I
I
12'-0"
12'-0"
99.67 MAX
II
-7
AB
ABT
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BKR
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MAX
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CONSTRUCTION
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DETAIL
DIAMETER
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EACH
EACH FACE
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ELEVATION
ENCLOSE, ENCLOSURE
EQUAL
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FOUNDATION
FAR FACE
FINISH
FIXTURES
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F O O T ING
GALVANIZE
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GROUND FAULT CURRENT INTERRUPTOR
GROUND
GRADE
HEXAGONAL
HORSEPOWER
CY
cLOADING
LG
LGTH
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ABOUT
AMERICAN CONCRETE INSTITUTE
ANCHOR
AMPERE
ASSEMBLY
AMERICAN WIRE GAUGE
BREAKER
CONSTRUCTION JOINT
CENTERLINE
CONDUIT
CLEAR
W
w/o
WPG
WT
WWF
S I T E PLAN
MILLISECONDS
N A V A L AMMUNITION PRODUCTION
ENGINEERING CENTER
NAVAL F A C I L I T I E S
ENGINEERING COMMAND
NATIONAL ELECTRICAL MANUFACTURERS ASSOClATION
NEAR FACE
NUMBER
ON CENTER
OPEN1 NG
OPPOSITE
POUNDS PER CUBIC INCH
PLATE
PROJECTION
POUNDS PER SQUARE FOOT
POUNDS PER S , ~ U A R E INCH
PAVEMENT
RADIUS
RECEPTACLES
REFERENCE
REINFORCEMENT
REQUIRED
RUBBER HEAT AND WATER RESISTANT INSULATION
SECT ION
SHEET
SEALANT ( J O I N T SEALING MATERIAL)
SPACE
STAINLESS STEEL
STANDARD
ST IFFENER
STEEL
SYMMETRICAL
TOP AND BOTTOM
THREADED
THERMOPLASTIC HEAT AND WATER RESISTANT INSULATION
TOP OF STEEL
TYPICAL
UNLESS NOTED OTHERWISE
WITH
WITHOUT
WATERPROOFING
WE I GHT
WELDED WIRE FABRIC
M A G A Z I N E A T GRADE-LEVEL
SCALE: '/8" = 1'-0''
CONTOUR INTERVAL : 2 '
NOTES:
1.
SEE GEN NOTE 15, NAVFAC DWG NO, 1404387
REF ELEVATION.
FOR
2.
CONTOURS SHOWN REPRESENT
CONDITIONS
FOR SINGLE MAGAZINE. CONTBURS M A Y REQUIRE
ADJUSTMENT FOR S I T I N G OF MULTIPLE MAGAZINES,
OR WHERE S O I L OR DRAINAGE CONDITIONS SO
INDICATE.
T~P~CAL
\
IYII~FAC STANDARD DRAWINGS PRODUCED BY:
HAYES, SEAY, MATTERN AND MATTERN
ARCHITECTS - ENGINEERS
ROANOKE, V I R G I N I A
NUMBER INDICATES WALL
SECTION OR ELEVATION OR DETA1.L
LETTER INDICATES B U I L D I N G
SECTION
1
A
SHEET NUMBER
WHERE SECTION,
D E T A I L OR
ELEVATION
I S TAKEN
67-l12
/
CHECK GRAPHIC SCALES BEFORE USING
SHEET NUMBER
NHERE SECTION,
D E T A I L OR
ELEVATION I S
DRAWN
--
O E P A R T ~ N TOF THE N A V Y
NAVAL F A C I L I T I E S ENGINEERING COMMAND
I
200 STOVALL STREET
/
DSCN~I(IYYE DR
GRAPHIC SCALES
8'
1/8" = 1 '-0"
EC
S
010
#OC1584,C5026A
4'
0
8'
'
A
.
CHK
Wf
EARTH - COVERED c I RCULAR COMPOSITE
ARCH MAGAZINE
CIVIL
S I T E PLAN AND ABBREVIATIONS
MAGAZINE AT GRADE LEVEL
oA2kJ$ev-.
SIZE CODE
16'
1
4 SATISFAATORY
TO
DDESB
DATE
ALEXANORIA. VA. 2233;
STANDARD
F
IDENT. NO.
. 80091
NAVFAC ORAnIN6 NO.
1404375
CONSTR. CONTR. No.
%
I
.-
REV I S I ONS
LTR
DESCRIPTION
PREP'D BYDATE APPROVED
I'
%
SHOWN FOR INFORMATION ONLY
ABBREVIATIONS
.
0
I
7
12'- 0"
I
8
I
12.'-0''
AB
ABT
AC I
AHR
AMP
ASSY
AWG
BKR
CJ
I
96 .OO'
e
/-
CND
CLR
1
CONC
CONST
CONT
COORD
CTR
CY
DET
DIA
DIM
DN
DWG
OWLS
EA
EF
95.67
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--m
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OF RAILROAD
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GENFRAL ~
SITE F I L L
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1
J.
99.67
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-
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100.00
95.67
1
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MIN
TOP OF R A I L 95.67
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LARGE0 LONG
LENGTH
LONG LEG V E R T I C A L
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MAG
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MET
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MACH I NE
MAGAZ I NE-'
MAX 1MUM
METAL
MINIMUM
MILLISECONDS
NAVAL AMMUNITION PRODUCTION
ENGINEERING CENTER
NAVAL F A C I L I T I E S
ENGINEERING COMMAND
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
NEAR FACE
NUMBER
ON CENTER
OPEN1 NG
OPPOS I TE
POUNDS PER CUBIC INCH
PLATE
PROJECTION
POUNDS PER SWARE FOOT
~ O U N D SPER S Q U A R E INCH
PAVEMENT
RAD I US
RECEPTACLES
REFERENCE
REINFORCEMENT
REQUIRED
RUBBER HEAT AND WATER RESISTANT INSULATIOI
SECTION
SHEET
SEALANT ( J O I N T SEALING MATERIAL)
SPACE
STAINLESS STEEL
STANDARD
STIFFENER
STEEL
SYMMETRICAL
TOP AND BOTTOM
THREADED
THERMOPLASTIC HEAT AND WATER RESISTANT INSULATION
TOP OF STEEL
TYPICAL
UNLESS NOTED OTHERWISE
WITH
W I THOUT
WATERPROOFING
WE I GHT
MS
NAPEC
NAVFAC
0 1 MENS I ON
DOWN
DRAW I NG
DOWELS
EACH
EACH FACE
EXPANSION JOINT
ELEVATION
ENCLDSE, ENCLOSURE
EQUAL
EQUIPMENT
EACH WAY
EXPANS I ON
FAHRENHEIT
FOUNDATION
FAR FACE,
FINISH
F I XTURES
FLOOR
FOOT I NG
GALVANIZE
GENERAL
GROUND FAULT CURRENT INTERRUPTOR
GROUND
GRADE
HEXAGONAL
HORSEPOWER
HIGH POINT
INTRUSION DETECTION SYSTEM
JOINT
K I P S PER SQUARE INCH
KILOWATT
EL
ENCL
EQ
1EQUfP,EQPT
EW
EXPN
F
FDN
FF
FIN
FIXTS
t l ARCH MAGAZINE
\ I
CONCRETE
CONSTRUCTION
CONTINUOUS
COORDINATE
CENTER
CUBIC YARDS
DETAIL
DIAMETER
EJ
I
LG
LGTH
LHOR BOLT
BOUT
AMERICAN CONCRETE INSTITUTE
ANCHOR
AMPERE
ASSEMBLY
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.
cv
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SYMM
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.
I
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W
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SEE SH S l A
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M A G A Z I N E A T L O A D I N G DOCK-LEVEL
,
SCALE : 118"- 1 '-0''
CONTOUR INTERVAL : 2 '
NOTES :
1.
2.
SEE GEN NOTE 15, NAVFAC DWG N'O. 1 4 0 4 3 8 7
REF ELEVAT ION.
FOR,
SHEET NUMBER
WHERE SECTION,
DETAIL OR
ELEVATION
IS T A K E y
NAVFAC STANDARD DRAWING PRODUCED BY:
HAYES, SEAY, MATTERN AND MATTERN
ARCHITECTS - ENGINEERS
ROANOKE, V I R G I N I A
NUMBER INDICATES WALL.
J S E C T I O N OR ELEVATION OR DETAIL
LETTER INDICATES BUILDING
SECT I ON
/Ar\
SJ [s,2
/1_
.
I
SHEET NUMBER
WHERE SECTION,
D E T A I L OR
CONTOURS SHOWN REPRLSENT TYPICAL CONDITIONS
FOR SINGLE MAGAZINE%. CONTOURS MAY REQUIRE
ADJUSTMENT FOR S I T I N G OF MULTIPLE MAGAZINES,
OR ).(HERE S O I L OR DRAINAGE CONDITIONS SO
INDICATE.
CHECK GRAPHIC SCALES BEFORE USING
ELEVATION
DRAWN
IS
DSCN:fi[fi&
DR C 4 c c CH(
SVPVPLCT
CH E m DL L r
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16'
d .
NAVFAC :
CR
FP
D E P A R T M N T OF THE NAVY
NAVAL F A C I L I T I E S ENGINEERING COMMAND
ALEXANORIA. VA. 2233
200 STOVALL STREET
STANDARD
EARTH-COVERED CIRCULAR COMPOSITE
ARCH MAGAZINE
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SIZE
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,
DATE,
/ ,
F
S I T E PLAN AND ABBREVIATIONS
MAGAZINE AT LOADING DOCK-LEVEL
CODE I D E N T . No. NAVFAC DRAWING No.
1404376
. 80091
CONSTR. CONTR. NO.
4
-
I--
*
L
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4
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DESCRIPTIQN
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2
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EL 100.00
:
NOTE: REINFORCEMENT NOT SHONN
FOR CLARITY(TYP1 SEE
NAVFAC DWG NO. 1404379
FOR BACKFILL MATERIAL.
I
1
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E
CT
@
- S E E FRONT
WALL EL
NAVFAC DWGS
NO. 1404380
8 NO. 1 4 0 4 3 8 1
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NO. 1404380
b NO. 1404381
SEE NOTE 1,
6" SUBSURFACE DRAIN
( M I N SLOPE 0 . 5 % ,
SEE GEN NOTE 12,
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THIS SH
DETA I L
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ARCH MACAZINE A T GRADE
NOTES:
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SLAB ON GRADE
1.
2.
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DET 1 AND DET
THIS S H ~ E T , SHOW
CONDITIONS BELOW FLOOR SLAB.
SEE NAVFAC DWG N 0 . 1 4 0 4 3 8 7
FOR GENERAL NOTES, VENTILATOR SCHEDULE
AND WALL CRACK CONTROL JOINT DETAILS
s4
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DEPARTMENT OF THE NAVY
~
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1
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ARCH MAGAZINE
STRUCTURAL
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AND SECTI ONS
9
MAGAZINE A T GRADE-
F
i
1.
-SIZE CODE IDENT. NO./ NAVFAC DRAWING NO.
1404377
80091
CONSTR. CMJTR. NO.
Y
NOTE: REINF NOT'SHOHN FOR CLARITY(TYP1
SEE'NAVFAC DWG NO. 1404379 FOR
BACKFILL MATERIAL.
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NO. 1404380
& NO. 1 4 0 4 3 8 1
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L
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.PREP'D BYDATE APPROVED
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c
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SCALE :*~!'=1 '-0"
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DEPARTMENT OF THE NAVY
NAVAL F A C I L I T I E S ENGINEERING COMMAND
I
200 STOVALL STREET
~
d
GRHPHIC SCALES
DET 1, CET 5, DET 6, DET 7 AND TYPICAL FOOTING STEP DETAIL THIS
SHEET, SHOW CONDITIONS BELOW FLOOR SLAB.
SEE NAVFAC DWG NO. 1 4 0 4 3 8 7 FOR GENERAL NOTES,
AND WALL CRACK CONTROL JOINT DETAILS.
NAVFAC STANDARD DRAWING PRODUCED BY:
HAYES, SEAY, MATTERN AND MATTERN
ARCHITECTS - ENGINEERS
ROANOKE, V I R G I N I A
-- I
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12"6"
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ALEXANDRIA. VA. 2233
~
STANDARD
EARTH-COVERED CIRCULAR COMPOSITE
ARCH MAGAZINE
STRUCTURAL
%NDATION
AND FLOOR PLAN AND SECTI ONS
%
LOADING DOCK LEVEL MAGAZINE
(TYPI
VENT'ILATOR SCHEDULE.
~~
cm RwFlBW,
0
SIZE CODE IDENT. NO. NAVFAC DRAHING NO.
F
88
DATE
I -ce'-BI,
DATE
.
80091
1404338
C W T R . CONTR.
M).
REV I SIONS
DESCRIPTION
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1
I
PL ’/z X8X1 ’ - O ” W /
2-3/8OXO ’-6”, LG
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f
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NOT SHOWN FOR C L A R J T Y
NOTES :
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9
a
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R
--
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SECTION
14043821 FOR DOOR DETAILS.
6 ” O SUBSURFACE DRAIN PENETRATES HEADWALL
FOR DRAINAGE TO FRONT OF MAGAZINE ONLY.
3- 1/ ” c b
ANCHO B O L T S
FRONT WALL ELEVATION
53 s5
PILASTER SHALL BE PLUMB. ALLOWABLE
DEVIATION FROM VERTICAL SHALL NOT EXCEED
‘/4
PER 1 0 FEET VERTICAL HEIGHT.
3.
e
*
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2.
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VERIFY FOOTING AND RETAINING WALL DESIGN I F FOOTINGS
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5.
SEE NAVFAC DWG NO. 1404387 FOR WALL CRACK CONTROL
JOINT DETAILS, AND GENERAL NOTES.
1 ’-9”
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NqvE: SECURITY HASP WILL BE FURNISHED BY
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4.
5.
VERIFY FOOTING AND RETAINING WALL DESIGN
SEE (3EN NOTE 4,
I F FOOTINGS ARE LOWERED.
NAVFAC DWG NO.
1404387.
SEE NAVFAC DWG NO. 1404387 FOR WALL C R A C K CONTROL
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ARCHITECTS - ENGINEERS
ROANOKE, V I R G I N I A
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x
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WIDE DOOR OPENING
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. F
DATE
I
VA. 2233;
I
CODE IDENT. NO. NAVFAC DRAWING NO.
I
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80091
1404381
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CONSTR. CONTR. NO.
REV IS IONS
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T Y P I C A L VERTICAL SPLICE
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NOTES :
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1.
VERTICAL SPLICES IN DOOR PLATES, i F USED, SHALL BE
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FOR FULL DOOR HEIGHT.
2.
LOCATIONS OF ALL SPLICES I N S D O O R PLATES SHALL BE SHOWiv
ON SHOP
DRAWINGS.
f
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2-
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NONSHR INK G R O U T 7
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DESCRIPTION
PREP’D BYDATE APPROVED
ALL AROUND
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CLARITY
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DOOR OPERATOR
TOP OF ‘TROLLEY
HORIZ SLOTTED
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NOTE : PROVIDE EMBEDDED
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NOTE : SEE NAVFAC DWG NO. 1 4 0 4 3 7 7 AND 1404,378
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APART A M I N OF 5.’-0’’, AND SHALL BE CONTINUOUS FOR
FULL DOOR HEIGHT.
2.
LOCATIONS OF ALL SPLICES I N DOOR PLflTES SHALL BE
SHOWN ON SHOP DRAWINGS.
S 6 I S 6 ’.
NAVFAC STANDARD DRAWING PRODUCED BY:
HAYES, SEAY, MATTERN AND MATTERN
ARCHITECTS - ENGINEERS
ROANOKE, V I R G I N I A
I
TYP IC A L HOR IZONTAL SPL ICE
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CHECK GRAPHIC S C A L E S BEFORE U S I N G
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DATE
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ALEXANDRIA. VA. 2233;
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- 80091
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NAVFAC DRAHING NO.
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CONSTR. CONTR, No.
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SHEET
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I
I
NUT & LOCKWASHER I T Y P )
CANOPY SUPPORT
L4X4X 1/4 X0’-7’’
I
I
-1
/”r
‘
A T T A C H S 1 0 TO W8 WITH 4:3/4”@
A325 BOLTS WITH LOCK & BEVEL WASHERS
STIFFENER P L ?
(EA S I D E OF WEB)
tC 1 O X Z O ~
4
1
1
\
PREP’D BYDATE APPROVED
U
\
T ’tP>+l
. -
SECT I ON
SCALE: 3 ” = l ’ - O ”
1 3/8” M I N
’Si7’”
TO SUIT D I A
OF TROLLEY
P I N PROVIDED + 1 / 3 2 ”
PL 1
Y-DUTY ROL LER
.
Typm
I
I
‘
I
L PL3/4X6X1
I
’-0”
I
INTERLOCK STR I Kk AN3LE ,2X2X 1/ 4
FASTEN T O DOOR W/2- / ~ ” @ X 3 / q ” LG HEX
HEAD MACHINE SCREWS WITH LOCK
WASHERS.
I
- 2 1/32” D I A
VARY T O S U I T
TROLLEY PROV I DEC
.
0
FACE OF
PILASTER
DOOR I N
OPEN
POSITION
2 1/32“
SECT I ON
SCALE:
3 ” = l’-O”
*
ssls7
DETAIL
’
.
*.
BOTTOM NEOPRENE
WEATHERSTRIP
(DISCONTINUE 1 ” F ROM
FACE OF PILASTER
A T LEADING EDGE1
DETAIL^
I
b
1 DOOR
8
ETAIL
I
SECT I ON
3” = 1’-0”
Lrw7$3/‘
4
‘
S
2“
-/
2
.-\dOR
INTERLOCK STRIKE
ANGLE 2X2X1/4
1 ’’ NONSHR INK
GROUT
‘I
NUT & LOCKWA SHER ( T Y P )
I
N
.
HEAVY-DUTY ROLLER
GUIDE 3 ” @ ( 2 REQD)
2 ROWS OF 2-7/8”8 ANCHOR BOLTS 1 ’ - 5 ”
LONG INCL 3 “ HOOK AND 4’’ PROJECTION
\
END EDGE
C 8 KYOND
1 112
INTERLOCK
SWITCH ASSEMBLY
.I. I
FACE OF HEADWAL
a
‘I
SECT I ON
b
SCALE : 11/2 ” = l ’ - 0 ”
DRAINAGE OPNG
DOOR
1
3
I
I .I.
~
c10
L I N K PLATE
( 2 REQDI
I N CLOSED POSITION
SCALE:
I’
=I
\ II
w.4
WEATHERSTRIP
C H E C K G R A P H I C S C A L E S BEFORE USING
L3x2x 1/4
2-5/a”O
WELDED STUD
T A C K WELD
TO PL74
10
SECT I ON
SCALE 3 ” = 1 ’ - 0 ”
2 ’ - 1 / 2 v BOLTS/
( 1 EA S I D E OF
.BUMPER 1
_ISHIM
A S REQUIRED
.
II
I
GRAPH I C SCALES
1
’
‘s*7’
DETAIL
SCALE:
1 ? 4 “=1 ’-0” ‘S5J7’
, I
NAVAL F A C I L I T ’ I E S ENGINEERING COMMAND
ALEXANDRIA.
200 STOVALL STREET
VA. 2233
EARTH-COVERED CIRCULAR COMPOSITE
ARCH MAGAZINE
STRUCTURAL
,
DOOR D E T A I L S
10’-0” WIDE DOOR OPENING
PLAN
DOOR I N OPEN P O S I T I O N
DEPARTMENT OF THE NAVY
‘,
1 SA*ISFgCT,!!Y
NAVFAC
C R ]
FPE
TO
DDESB
DATE
T
w
-
,
RVD*//7kLwL
S I Z E CODE IDENT. NO.
/
DATE
CONSIR. CONTR. NO.
REV I SI ONS
DESCRIPTION
LTR
-
FACE OF P I L A S T e R
PREP’D BYDATE APPROVED
GROUT
re TROLLEY TRACK
2 FjOWS OF
2 - / 8 ” @ ANCHOR BOLTS 1 ’ - 7 ” LONG INCL
3 ” HOOK AND 4 ” -PROJECTION
CANOPY NOT
SHOWN FOR
CL AR IT Y -\
cIv
\
v
STIFFENER PL3/
( E A S I D E OF WfBI
V
4
ST:FFENER P L
0
s/s
/
4
k-
L3X3XV4
!i
T R O L L E Y TRACK
b
A325 BOLTS W I T H LOCK
\
a
SHIM AS REQU I RED
1
- ----4
V
UP\
SHIM AS REQUIRED
’
b---
S 1 0 TROLLEY T R f C K
P
TROLLEY ASSEMBLY
NUT 8, LOCKWASHER ( T Y P I
CANOPY SUPPORT
a
L 4 X 4 X ‘/&ONT
L 4 X 4 X 1/4 X O ’ ” ’ ’
L I M I T SWITCH
t’
4
0
LONG
!$
D R I V E CHAIN
P
c
-1
--
4
4
h
I
IDLER SPROCKET LOCATE T O
S U I T SPROCKET PROVIDED
!€
L I N K PL (SEE DET 3
T H I S SHEET)
LPLq
S ~
I
.
I
’
Pe
DRIVE CHAIN
I
S I Z E TO SUIT
C PROVIDED
H
D E T A1 ‘/2I L” = 1 ’ - 0 ”
SECT
ION
SCALE: 3 ” = 1 ’ - 0 ”
SCALE :
4
1
IS8 S 8 ’
SECT1 ‘/zI ON
”=1 ’ - 0 ”
SCALE :
/SEEFOR SECT
REINF
f
e
TROLLEY T R A C K
e
L.
PL 7 8 CENTERED
2-
?+p
B0L T
PL V2X75/2Xl ’ - 0 ”
1.1
k
\
t
3/.. ”
2 /4
LT.
“
+
/-
CONT ( T Y P )
W/’/q”8
BOLTS @ 1 ’ - 0 ” OC
NEOPRENE WEATHERSTRIP
CON1 AROUND DOOR OPENING
T O FLOOR
D= T O S U I T D I A
OF TROLLEY
P I N PROVIDED + 1 / 3 2 ”
HEAVY-DUTY R O L L E R
GUIDE 3 ” a
r
V A R Y T O SUIT
TROLLEY PROVI DED
2 1/32’’ D I A
D= 2 1/32”
r---i
I.
IN
OPEN
POSITION
I
I
INTERLOCK STRIKE A N t L E 2XZXV4
FASTEN T O DOOR W/2- /8”#X3/4”
L G HEX
HEAD MACHINE SCREWS WITH LOCK
WASHERS.
DETAIL
I
PL3/4X6X1 ’ - 0 ”
SECT ION
SCALE: 3 ” = 1 ’ - 0 ”
S6&8
2 3/8
TY
DETAIL
L 3/4x1~x12
8
I
”
INTERLOCK
SWITCH ASSEMBLY
c
L I N K PLATE
( 2 REQD)
W
1 DOOR
r I N T E R L O C K SWITCH ASSYJ
T O BE F I E L D LOCATED AND
ADJUSTED T O S T R I K E ANGLE
MOUNTED ON DOOR
DOOR
”
END EDGE ‘C10
1 3/8” M I N
F-L-
STEEL ADJUSTABLE
SPROCKET CHAIN TIGHTENER
,-I? IDLER SPROCKET
‘/s
BOLTS W /
WASHERS
SP @ 8 ”
SCALE: 3 ” = 1 ’ - 0 ” ‘ S e 8 * b
-
DOOR
PL
BE NT
’/4
D R I L L & TAP P L 3/4
OF
TOP
FOR %a’‘,
TAP BOLT W/LOCK WASHER
AND ‘/4 X l I / i ” X l
WASHER W / 1/16 ”E3
HOLE. SLOT HOLE I N BRACK ET 11/ X l 1 / 8 .
1
A~~EMBLU
F I E L D WELD V4
WASHER AF TER
4 REQD, SP @ 8 ” O C . ( T Y P
2-94“B A
SECT I ON
--
>
c
IPL l/8Xl
CONT
s*
PL1/2X61/2X1 ’ - 0 ”
I
f
Ill
DISCONTINUE NEOPRENE WEATHERSTRIP
1 ” FROM BOT OF DOOR T H I S ENDJ
XTEND T O SLAB A T OTHER END. ’ F i L L E R PL ‘/z
F A C E OF
A T LEADING EDGE)
DRIVE CHAIN
c10
DETAIL
I N CLOSED P O S I T I O N
W
SECT I ON
SCALE:
3” = 1‘-0”
‘
S i 8 .
P
Ill
.
* .
.
SECT1’/2I ON
“=1 ’ - 0 ”
2 ROWS OF 2-7/8”0 ANCHOR BOLTS 1 ’ - 5 ”
LONG INCL 3 ” HOOK AND 4 ” PROJECTION
SCALE :
W
1 NONSHR I NK
GROUT
FACE OF HEAOWALL
END EDGE
C 1 0 BEYOND
P
4
--I&
HEAVY-DUTY ROLLER
GUIDE 3 ” a ( 2 REQD)
”P,
I
‘I
NUT b L O C K lASHER I T Y P )
.
DRA INAGE OPNG
c
DOOR BUMPER
I
C H E C K G R A P H I C S C A L E S BEFORE USINC
DEPARTMENT OF THE NAVY
NAVAL F A C I L I T I E S ENGINEERING COMMAND
TAP FOR 5/8’’@ BOLTS
9
2-S/RN0 WELDED
ALEXANDRIA,
200 STOVALL STREET
STANDARD
‘z
STUD
>
T A C K WELD
TO PL94
SHIM AS REQUIRED
VA. 223:
EARTH-COVERED CIRCULAR COMPOSITE
ARCH
STRUCTURAL
MAGAZINE
GRAPHIC SCALES
PLAN
DOOR D E T A I L S
1
WIDE DOOR OPENING
_ _6 ’ - 0 ”
DOOR I N OPEN P O Q I T I O N
~
S I Z E CODE I D E N T . N O . NAVFAC DRAWING N O .
7AA&&.CONSTR. CONTR. NO. 1 4 0 4 3 8 5
\ 3” = 1
4
4
&@&
SAt
F A TORY TO OOESB
DATE
f +4%
APPRbVED
I
,
DATE
1
I
REV I S I ONS
,LTR
c
PREP’D BYDATE APPROVED
DESCRIPTION
METAL
W/2” RIBS
PANEL( G A L V I 7
1
FACE OF PILASTER
I
METAL PANEL
METAL PANEL
\\
‘
EL 1 1 3 ’ - 4 ” J
b
I\
ANCH OR MET ROOF PANEL
@ 1 ’ - 4 ” OC PROVI
WASH1ERS & SNT @
BOLT ( V4”g SST) -
YP
>&<T
FLASHING C L I P
CONT (SST)
4
X 0’-3” L C
FLASH ING (SST 1
CLOSURE
I
I
EL ‘ 1 1 3 ’ - 4 ”
F N\\
BENT PL
V ~ CONT
J
SAME SLOPE AS ROOF
LEAD WEDGE & S E A L 7
METAL PANEL NOT
SHOWN FOR C L A R I T Y
‘/z’’@ SST BOLT W/NUT
MET PANEL
W/2” R I B S ( G A L V )
AND
ASHERS EA SIDE
1
U
1’-3”
--
r,
.L
16’”’’
-
DO.OR
I N MET
ss
METAL
PANEL
/CAST
1
1
A
I
LOCATION OF LZ1/2X21/2X1/~
FOR END FRAME OPPOSITE
DOOR OPERATOR
I ‘
-/?8”8 EXPN BOLTS
@ 1 ’ - 0 ” OC ( M A X )
CLIP L 3X3X1/4X0’-6”
@ EA VERTICAI L
METAL PANEL
W/2/’
( G A L VR
) I- B S
- -
LG
h
+-
EL 1 1 0 ’ - 2 ”
L
EL 1 1 0 ’ - 2 ”
L L4X4X1/4
CONT
I
l o ‘ - @ “ DOOR
__
10 ‘ -0“
DOOR
DETAIL
L CUT METAL PANEL A T T H I S
FRAME T O CLEAR DOORf WHEF
FULL OPEN
4 ’ -2
I-
SCALE: 3 ” = 1 ’ - 0 ”
cc
cc /
J d I J U
//
I
I
CLOSURE tLASHING CONT
AHR T O L @ 2 ’ - 0 ” OC
1 6 ’ - 0 ” DOOR - I
EL 1 1 0 ’ - 2 ”
-INTERMEDIATE
END CANOPY FRAME
CAN OP Y FRAME
SECT ION
SECT ION
SCALE : 1 1,
’I= 1
-00’
FACE OF PILASTER
ABOVE AND B E L O W 7
L21/2X21/2X1/q CONT
\
‘SS I s9’
FACE OF
PILASTER
*DETAIL
b
7\
”
‘
0
I
rr= 1
II
rr= z
Q
rr= z
PROVIDE HOLES FOR ~6 BARS
[ AR C H REINF T O PA SS
COVER I N
POSIT1
CLOSED
ON
I
- -\.+I
I
7/8”Xl*4”
I
SLOTTED
HOLES
PLAN
V $ X Z ” X l ’ - 0 ” STRAP ANCHORS
@ 2’-0” OC,, EA S I D E
COMPOSITE
1
COVER I N
OPEN POSITION
Y
NOTE: SECURITY HASP WILL BE
FURNISHED BY NAPEC WITH
INSTALLATION INSTRUCTIONS,
CONTRACTOR INSTALL.
NOTE: CONC SHEL L NOT ShClWN
FOR C L A R I T Y .
ARCH
OETA I L
T Y P I C A L SPLICE DETAIL
SCALE:
NO SCALE
1 1/2”=1 ’- 0”
- - - - - - - -1
7
S*9
I
I .
I
___------
- - - - A
0
TYP CREST
a
a
;t
J
NOTE: FOR ANCHOR BOLT LAYOUT
FOR SECURITY HqSP, SEE
NAVFAC DWG NO. 1 4 0 4 3 8 0
AND NO. 1404381“. ’
W
r
.
I
cn
Y
nJ
\
ELEVAT ION
c
(
DENOTES 3 / 4 ” 0 PLATE ASSEMBLY BOLTS PUNCHED FOR 4 BOLTS
PER,FOOT OF LONGITUDINAL SEAM AND AS SHOWN FOR
C I RGUMFERENT I A L SEAM.
-J
S L I D I N G DOOR SECURITY HASP D E T A I L ,
NO SCALE
Q:
U
-
I-
w
1’
m-
VALLEYS ON CONVEX
S I D E OF PLATE
0
b
DENOTES 3/8”0 X 4 “ WELDED HEADED SHEAR STUDS.
1
rt
5 PLATE WIDTHS M A Y BE USED:
8 1 112’’ W /
72’’ W /
\\
“I
8 BOLT SPA&ES
1
NAVFAC STANDARD DRAWING PRODUCED BY:
HAYES, SEAY, MATTERN AND MATTERN
ARCHITECTS - ENGINEERS
ROANOKE, V I R G I N I A
7 BOLT SPACES
62 318” W /
6 BOLT SPACES
CHECK GRAPHIC SCALES BEFORE U S I N (
52 3/4” W /
5 BOLT SPACES
DEPARTMENT OF THE N A V Y
33 518’’ W /
3 BOLT SPACES
NAVAL F A C I L I T I E S ENGINEERING COMMAND
-S I Z E
F
CODE IDENT
*
. NO.
NAVFAC DRAWING NO.
1404386
80091
CONSTR. CONTR. No.
SCALE AS
EC
S
06E
BOC1684,C5026A
NOTED
I SPEC.NFSS-M~~1 SHEET S9 OF
1
PL 114
3/4
r”l
9
s10 s10
T
1 7/16”@ HOLES @
0 ’ - 1 9 / 1 6 ” OC
AS SHOWN
LTR
\
1/2”X1/2” FRAME
FASTEN TO DAMPER ST.OP
W/ MACH SCREWS
D I A TO SUIT
VENT ILATOR REQO
\
m
GENERAL NOTES
cn
1
4
2 114”
2 1/2”
318” STEEL PLATE DAMPER
1 / 4 ” CLEARANCE ALL
AROUND WHEN CLOSED FASTEN TO SHAFT W/MAC
SCREWS SPACED 6 ” 0.C
PL 518 - WELD ALL JOINTS
2 1/2” TYP
:E
m
(TYP
2 3/4“
‘2
~ / z / / ; < i wA ’ R M ~
WASHER &
COTTER K E Y
A T EACH END
L g U S i B L E LI I IN K
4
1/ 2 ’{X 1/ 4
ARM,
TO 3 / 4 “ STL
SHAFT
I’
*-
“I
0
I‘
TO PIPE
0
I
GRAVEL F I L L
2
,A
CAST IRON G A L V
FLANGE TAPPED
AS SHOWN
\
1
- FLUID - APPLIED
wATERPRO~FING
~
*
FLUID- APPLIED
WATERPROOFING
10
I’
‘7
f-
I
\
;‘SEE
BOND PqEAKER.
h
I
FPON? WALL E L -
I
CIRCLE
(P
SA
1
c
I
A
L
~
‘y
I
STD PIPE
(SEE VENTILATION
SCHEDULE, T H I S SH,
AND NUMBER 1
1
PROTECTIVE COVERINC-
sc
4.
PROTECTIVE COVERING
\ 1 ’-O”Xl’-O’’
It-TEE,
F I L T E R CLOTH
s10
1
NATERPROOFIMG
COMPOSITE ARCH
3
”
$4
I
I
CAPILLARY WATER
B
END
A R ROF
I E R P AI PT E OPEN
1
b
s3 Is10
s4 /’
PROTECTIVE
COVERING
GRAVEL F J ’
VENTILATOR STACK
FIRE DAMPER
DETA IL
1
s2 Is10
k&b’
D
ETAIL
NO SCALE
I
1
-
118” MIN
0
?
5 0 ‘ TO 8 0 ‘
[LESS THAN 50’
STACK
EA ,8“@- 2 EA
10”0- 1 EA
8“pl- 2 EA
STACK
STACK
10”s- 1 EA 8”@- 1 EA
I
1
30 BAR DIAMETERS
(DEFORMED DOWELS)
SLEEVE
AT ONE END
AL GROOVE FOR
E X T t IOR WALL FACE
II
“TYP;
I
1
\
TYPICAL GROOVE FORJ
EXTERIOR WALL FACE
LEXTERIDR
FACE
CONTROL JOINT
NO SCALE
S
17A
,OCIS84,CSO26A
\
= 60 K S I
= 60 K S I M I N
Fy = 36 K S I
ELEVATION OF BOTTOM OF F T G SHALL BE ESTABLISHED BELOW THE DEPTH OF
FPOST PENETRATION. FOOTING SHALL BE LnWEPED A S REQUIRED T O O B T A I N
SUITABLE BEARING. ALL UNSUITABLE FOUNCATICIN M A T E R I A L SHALL BE
REMOVED W I T H FOOTINGS RESTING ON UNDISTURBED S O I L WITH A MINIMUM
BEARTNG CAPACITY OF 4000 P S F . I F AN ALLOWABLE SOIL BEARING OTHER THAN
4000 PSF IS ASSUMED, THEN FOOTINGS MUST BE REDESIGNED.
=4
21
!
I
I
86
ON CENTER
“
0
15. ALL DRAWINGS ARE REFERENCED T O A F I N I S H E D FLOOR ELEVATION 100”O”.
FOR TRUE S I T E ELEVATION, SEE GRADING AND DRAINAGE P I A N S .
I
31
39
I
=*
65
FOR BARS SPACED 6 ” OR MORE, MULTIPLY TABLE
VALUES BY .8 EXCEPT NO SPLICE LENGTH
SHALL BE LESS THAN 12”.
BAR D I A
FOR HORIZONTAL BARS I N T‘HE HEADER BEAM,
MULTIPLY THE TABULATED VALUES BY 1 . 4 .
(SEE SECT 3/.S3 ANC SECT 3 / S 4 )
CHECK GRAPHIC SCALES BEFORE USING
1
I
DEPARTMENT OF THE N A V Y
NAVAL F A C I L I f I E S ENGINEERING COMMAND
GRAP-HIC SCALES
VERTICAL CONSTRUCTION JOINT
CONCRETE WALL JOINT DETAILS
I
= 40 K S I M I N
!LJ
1 4 . PROVIDE CRACK CONTROL J O I N T S I N SLAB ON GRADE AT 2 5 ’ - 0 ”
( M A X I UNLESS OTHERWISE SHOWN.
\
*
EC
Y
II
db=
HOOK DIMENSIONS FOR
CLOSED T I E S & STIRRUPS
NO SCALE
2
I
15
89
k
!y
!y
= 4000 P S I
.
26
\ \
CUT ALTERNATE BARS
I N BOTH FACES AT
JOINT DO NOT CUT
HORIZONTAL BARS AT
TOP OF HAL
83
s21s10
4
TYP IC A L GROOV
INTERIOR 0
UNEXPOSED
WALL FACES
’c
13. WHERE THE WATER TABLE I S NEAR THE E L E V A T I O N OF THE MAGAZINE FLOOR SLA‘B.
THE D E T A I L S SHALL BE M O D I F I E D TO PREVENT WATEP SEEPAGE I N T O THE
MAGAZINE I E . G . 0 WATERSTOPSI
SPLICE
M I N ILENGTH
MUM
EM
[ INCHES 1
87
PREMOLDED OF
f
.,
BAR
SIZE
TYPICAL GROOVE FOR ALL
INTERIOR OR UNEXPOSED WALL
I
Y
MATERI AL STRENGTHS
12. SUBSURFACE D R A I N T O BE S I T E ADAPTED T O D R A I N T O FRONT OR REAR OF M A G A Z I N E ,
LENGTH OF MAGAZINE
s9 /u \
s10
a
LENGTH ia
I
F I L T E R CLOTH
12
1000 PSF
ZONE 4
4000 PSF
2.5
0.33
0 .so
200 P C I
1 1 . CONTINUOUS REINFORCING I N WALLS AND FOOTINGS M A Y BE SPLIC-ED, AS
REQUIRED, PROVIDING BARS ARE OF THE LONGEST PRACTICABLE LENGTH AND
S P L I C E S ARE SHOWN ON THE REINFORCING SHOP DRAWINGS. SEE TABLE- 1. T H I S SH.
I
VENTILATOR SCHEDULE
.
100 PSF
VARIES
2000
Psi
*.
MINIMUM-
OUTS I DE
DESIGN
TEMPERATURE
ABOVE 90°F
, W F TO 90°F
,BELOW 30”F
LO MS
10. PROVIDE ADEQUATE INSPECTION PANELS I N WALL FORMING T O F A C I L I T A T E CONCRETE
PLACEMENT, T O INSURE THAT NO VOIDS OCCUR, AND THAT ADEQUATE COMPACTION
I S ATTAINED.
SCALE : 1 1/2”=1 ’-0”
CJ
ELASTOMERIC
CAULK
1 on
12”
15
--
20 MS
159 P5’I
158 F ” J
9 . UNLESS OTHERWISE SHOWN, FLOOR SLAB ON GRADE SHALL BE 10 .INCHES T H I C K
AND SHALL BE REINFORCED W I T H THO LAYERS OF 6X6-W4XW4 WELDED WIRE
FABRIC, A POLYETHYLENE VAPOR BARRIER AND 4 ” CAPILLARY HATER BARRIER
SHALL BE PLACED BENEATH ALL SLABS ON GRADE.
TABLE 1
CORRUGATED
STEEL ARCH
FAILURE CRITERIA
D U C T I L I T Y M A X I M U M SUPPORT
RAT I0
BR0TA.T I ON
\
I
SCALE: 1 1/2”= 1 ’ - 0 ”
DETAIL
TIME
DUPAT I ON
D E S i Lbi BLA’5T
OVEPPRESSURE
\
1.
FLUID- APPLIED
WATERPROOFING
UNITS)
8 . UNLESS OTHERWISE SHOWN, PROVIDE CONCRETE‘PROTECTION FOR ALL REINFORCING
I N ACCORDANCE W I T H THE B U I L D I N G CODE REQUIREMENTS FOR REINFORCED CONCRETE
( A C I 338-831.
\
-3/4”X1/8”
STL STiiAF’S (31 WELD
TO DAMPER & KEY TO SHAFT
WITH SET SCREWS
(U.S.
7 . UNLESS OTHERWISE SHOWN, REINFORCEMENT A T WALL CORNERS AND INTERSECTIONS
SHALL BE I N ACCORDANCE WITH D E T A I L S SHOWN I N A C I 3 1 5 - 8 0 AND LAP S P L I C E S
SHALL BE CLASS C .
i
\
-
z .0~’/3
6 . ALL REINFORCEMENT SHALL BE DETAILED, FABRICATED, AND PLACED I N
ACCORDANCE W I T H A C I 315-80, UNLESS OTHERWISE SHOWN. MINIMUM S P L I C E
LENGTHS SHALL BE AS SHOWN I N TABLE- 18 T H I S SH, UNLESS OTHERWISE I N D I C A T E D .
ALL HOOKS ARE 90” STANDARD HOOKS, UNLESS NOTED OTHERWISE. PROVIDE DOWELS
T O M A T C H R E I N F I N WALLS.
’/2 C Y
NO SCALE
Islo
P
s3
D =
5 . F A B R I C A T I O N AND ERECTIClN OF STRUCTURAL STEEL SHALL CONFORM T O THE
“ S P E C I F I C A T I O N FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR B U I L D I N G S , NOVEMBER, 1 9 7 8 . ”
GRAVEL F I L L
SECT I ON
t
FRONT-TO-REAR
ELASTOMERIC SHEET
STD WEIGHT WROUGHT
STEEL G A L V P I P E
*
NO SCALE
1 ’-0”
1
F L U I D APPLIED
WATERPROOFING
PROTECTIVE COVERING
p)*-
DETAIL
1
SCALE: 1 ‘/2’’=
II
I’
1
DETAIL
BUTT WELDED
i
4 - 1 / 4 - 20x 1
F L A T HE AD BRASS
SCREWS
I
I
‘PIPE SLEEVE
‘WITH 3 “ FLANGE
20x 1 ”
FLAT HE AD BRAS S
SCREWS
4
CJ -
(2)
3 . T H I S STRUCTURE IS DESIGNED I N ACCORDANCE H l T H THE STRENGTH DESIGN METHOD
OF W I L D I N G CODE REQUIREMENTS FOR R E I N F O R C E D Y N Z R E T E ( A C I 318) AND THE
PROCEDURES AND REQUIREMENTS OF NAVFAC P - 3 9 7 , ”STRIJCTIJPES T O R E S I S T THE
EFFECTS OF ACCIDENTAL E X P L O S I O N S . ”
I
11
ADHES I VE
UNITS)
A . CONCRETE 28- DAY COMPRESSIVE STRENGTH (UNO)
B . REINFORCING STEEL
STIRRUPS AND T I E S
ALL OTHER
WELDED WIRE F A B R I C
C . STRUCTURAL STEEL SHAPES & PLATES
1-w
L.
(U.S.
C . ROOF L I V E LOAD ( M A I N T E N A N C E E Q U I F ‘ M ~ “ J T I
D . ROOF DEAD LOAD ( 2 F T M I N E A R T H F I L L
E , FLOOR L I V E LOAD
F . LOADING RAMP OR LOADING: DOCK L I V E LOAD
G . S E I S M I C DATA
H . ASSUMED ALLOWABLE S O I L BEARING
I . ASSUMED DYNAMIC RESPONSE ( S O I L BEARING1
J . ASSUMED LATERAL S O I L PRESSURE C O E F F I C I E N T
K . ASSUMED C O E F F I C I E N T OF F R I C T I O N ( C O X ON S O I L )
L.;
ASSUMED SUBGRADE MODULUS
31u
I---I /
A
FIRE DAMPER
SEE DET 6 / S 1 0
3
T A L E : 1 1/2”= 1
D = 1 .25d4
BLAST DOOR
HEADWALL
COUNTERWE IGHT
AS REQO
3/4”>rl/8”
HLLD
EYE TO PL 518
SIDE - TO - SIDE
1/16” FLEX COP CABLE
FUSIBLE LINK 1
::
1
(1)
B . STRUCTURAL
ELEMENT
PROTECTIVE COVERING
\
~-\
FLOOR
b
0
LWELD
DETAIL
s4
4- 1/ 4 ” @ SELF
TAPPING SCREWS
INDICATOR FLAG
b - q - b
SECT ION.q
j
+ s10
33
J
SEE DET 3
.
c
,/--FIN
SECURITY VENT
SCALE: 1 1/2”= l ’ - O ”
1/4”PLATE
0
I
BLAST LOAD:
BASED ON INTERMAGAZINE SEPARATION DISTANCES D FOR A
QUANTITY OF H I G H EXPLOSIVE W EQUAL TO 500,000 POUNDS
EQUIVALENT TNT, AS FOLLOWS:
r - VENT I LATOR
”I
FUSIBLE LINK A
1/16” FLEX COPPER
CABLE
1/ 2 ” X 112” FRAME W I TH
SCREEN (SEE DET 2 )
3 / 4 ” STEEL SHAFT
WITH S U F F I C I E N T
COUNTERWEIGHT ON
ARM KEYED T O SHAFT
WITH SET SCREW
DESIGN LOADS
A.
I--------\
3ETAIL
I*
101
ARM - 1/2”X1/4”
I--
1.
812 MESH - ,015 TO .03 GAGE
ALUMINUM OR BRONZ E S CREEN
t
STOP ( 4 SIDES)
2 112”
R E I N F NOT
SHOWN
PREP’D BYDATE APPROVED
1
\
.
&
&
BRONZE SLEEVE
I N BOTH END
PLATES FOR
DAMPER SHAFT
DESCRIPTIQN
12“
ELEVATION SHOWING
PLACING OF DOHELS
9
“
6“
3
“
0
EARTH-COVERED CIRCULAR COMPOSITE
ARCH MAGAZINE
S‘T R UC T UR A L
LTR
9
STANDOFF INSULATORS
OC. SEE OETAIL El E 2
_
ORDNANCE GROUNDING BUS BAR.
SEE NOTE 8 AND D E T A I L
I--
_
_
_
_
-
-
-
-
-
-
~
~~
I
ARCH MAGAZINE
L I G H T I N G FIXTURE - C E I L I N G TYPE A
LETTER DENOTES SWITCH CONTROL
L I G H T I N G FIXTURE - BRACKET TYPE B
_
SINGLE RECEPTACLE
JUNCTION BOX,
.
.
i
STANDOFF INSULATORS
2 ’ - 0 ” O C . SEE D E T A I L
FOR GROUNDING
SEE TYPICAL GROUNDING
PLAN ON SHEET E 2 .
@
“\
WIRING I N R I G I D CONDUIT - EXPOSED fCROSS MARKS
DENOTE NUMBER OF WIRES WHEN OTHER THAN TWO
---
GROUNDING CONDUCTOR AS DESCRIBED (SEE NOTE 5 )
GROUND ROD (DRIVEN I N EARTH) W/TEST
POCKET’
XP
EXPLOSION PROOF
WP
WEATHER PROOF
Q
MOTOR - NUMBER DENOTES HORSEPOWER
b
M=k
)/I I i I
‘-PANELBOARD
T O BE L OC AT ED ”
UNDER CANOPY. SEE FRONT *
WALL ELEVATION O N , T H I S SHEET.
1 ” FdPTY CONDUIT
FOR I D S SYSTEM
H
I
CABLE T O CABLE CONNECTION BY EXOTHERMIC WELD PROCESS
MOTOR CONTROLLER
NOTES
1 . INTERIOR ELECTRICAL EQUIPMENT AND I T S I N S T A L L A T I O N SHALL CONFORM
T O NATIONAL ELECTRICAL CODE NFPA 70 LATEST R E V I S I O N FOR THE TYPE OF
HAZARDOUS LOCATION INVOLVED AND AS A MINIMUM CLASS 1 , D I V I S I O N 11,
GROUP D AND CLASS 11, D I V I S I O N 11, GROUP G .
2
2. RACEWAY SHALL BE R I G I D STEEL, THREADED CONDUIT M I N . S I Z E 3 / 4 ” .
I
TYPICAL PLAN
L E N G T H V A R I E S - 8 0 ’ MAX
[SUBSCRIPT
,
- -H-
D
IXI
DOOR OPEN/CI OSE *MOTOR-/
SEE FRONT WALL ELEVATSlN] ?:HIS SHEET
FOR W I R I N G
L
120/277V
CONTINUOUS BURIED GND GIRDLE - NO. 1/0 AWG
BARE STRANDED COPPER CABLE- 1 ’ - 6 ” M I N . BELOW
GRADE EXCEPT 2 ’ - 0 ” M I N . UNDER ROADWAY
(SEE NOTE 6 )
I D S JUNCTION BOX
MOTOR CONTROLLER FOR
\
WALL MOUNTED
EXPLOSION PROOF SEAL F I T T I N G I N CONDUIT RUN
DO OR LOCK ING
DE V I C E
DO OR OPEN/CL OSE
MO T O R
\ :-7‘Tll ii I
1 EMPTY CONDUIT
FOR I D S SYSTEM
I’
-7
TYP€
I
I MAX. S=lO’-O’‘-I
COMPOS I TE ARCH
20A,125V,?-P,3W,GFI:
- & --
0
-+-H--
DOOR L I M I T SWITCH-
PROVIDE BOLTED CONNECTION’
A T CENTER OF BUS FOR CABLE
FROM GROUND GIRDLE
-
6
(
ORDNANCE GROUNDING BUS BAR
SEE NOTE 8 AND GETAIL
GND TYPE
D I S T R I BUT I ON PANELBOARD 1 2 0 / 2 4 0 V c 1 ld, 3W , S I N ,SOL I D GROUND BUS I N NEMA
3R ENCLOSURE
TYPE B
v
-
1404389
I
1
- -H-
SCHEDULE ON
NAVFAC DRAWING NO.
LOCAL SWITCH WITH P I L O T LIGHT - SP-20Ap
DENOTES FIXTURE CONTROL)
b
.
BOND DOOR FRAME T O STEEL
ARCH WITH N d . 6 AWG BARE
STRANDED COPPER‘CABLE A T TOP
AND BOTTOM OF JAMB EACH
SIDE
NOTE: ALL L T G FIXTURES ARE 200
W A T T S I Z E . FOR DESCRIPTION SEE
_ _ _
LTG FIXTURE SC HEDULE T O T A L NUMBE R
OF FIXTURES DE PENDS ON LENG TH OF
M A G A Z I NE M A G A Z I N E L ENGTH S HOWN
IS 8 0 ’ - 0 ” .
LTG
7SEE
F I XTURE
CANOPY
I.: .‘ ‘
.
e
_
L PROVIDE BOLTED . CONNECT O
IN
A T CENTER OF BUS FOR CABLE
~
I f -
-
_
I
FROM GROUND G I R D~ L _E
I
_
-
.
,
/.I I
LEGEND
1
.
PREP’D BYDATE APPROVED
DESCRIPTION
3 . CONDUCTORS SHALL BE COPPER WITH RHW OR THW INSULATION (EXCEPT
GROUND CONDUCTOR). MINIMUM S I Z E NO. 12AWG.
INCOMING SERVICE
CND SEE ELEV T H I S SHEET
SINGLE L I N E DIAGRAM
SHEET E 2
-1
4 . GROUND RODS SHALL BE INSTALLED I N UNDISTURBED EARTH AND SHALL NOT
BE LOCATED I N OR UNDER PAVING OF ANY K I N D OR I N ANY UNPAVED WALK,
PATH OR R O A D W A Y .
5. FOR GENERAL GROUNDING REQUIREMENTS REFER T O NAVFAC STANDARD
SPEC I F I C A T I ON M 2 1
I
6 . WHERE GROUND GIRDLE I S LOCATED UNDER ROADWAY
THE CABLE SHALL BE INSTALLED I N HEAVY WALL R I G I D PVC CONDUIT FOR
PHYSICAL PROTECTION.
7 . FOR D E T A I L S OF STEEL ARCH GROUNDING CONNECTIONS SEE
NAVFAC DWG NO. 1 4 0 4 3 8 9 .
RUN EXPOSED ON B A C K OF
CONCRETE WALL 1/0 AN6 BARE STRANDED
COPPER CABLE T O GPOUND G I R D L E
I--
HUN EXPOSED ON BACK .OF CONCRETE
WALL e l l 0 AWG BARE STRANDED COPPER
CABLE
/----RUN
EXPOSED ON BACK OF
CONCRETE WALL, a l l 0 AWG
2 ’ - 0 ” WIN
BARE STRANDED COPPER CABLE
A I R TERMINAL
T O GROUND GIRDLE
EXTEND CONDUIT UNDER AND MOUNT
FIXTURE ON F A C E O F METAL CANOPY.
COORDINATE CLEARANCES.7
/
2 ’ - 0” MIN
AIR
I
- -_____
/
4812,
/
3/q”
FIXTURE TYPE B
MOUNT
/I
- --
b
/
1
I
I
MOUNT PANELBOARD
OFF WALL
’/4
1.0a12, 1’’ CNO
.+%-:
”
n
/i
I
i
1’
r \ -
- --
-
I
I
I
DOOR L I M I T SW1Ttt-i
I
I
I
I
OPEN/CLOSE
PUSHBUTTON STATION
N
I DOOR LOCKING DEVICE
L T G SWITCHES I N WP
CAST M E T A BOX LQCATE BE LO4
B O T T O M EL V A T I O N
OF DOOR LOCKING DEVICE
M A I N AND
D I STR I BUT IO N
PANELBOARD
MOUNTING HEIGHT
6 ’ - 0 ” T O TOP
I
I
1
1
1 / G A’WG BARE
STRANDED
COPPER CABLE
#
$
GRD
?
+
R
.
A
NOTE: RAILROAD
‘OD
CLAMP
GRAVEL
POCKET
GRD ROD
NOT PART OF
STD DWG. I F RAILROAD
IS USED, PROVIDE
GROUND I NG AS I ND I CATED
v.
-//
* I
5
.
ALL WALL VI E
WELD 86 AWG BARE
STRANDED COPPER
GROUND T O REBAR
AND VENTILATOR AND
EXTEND T O GROUI4D I
U-BOLT
1
I
1 ;
I
11
.
;-‘k-
SUPPORT BAR OF 3 / 8 ” X 1 1 / 2 ”
STEEL BENT AS SHOWN
CLAMPS
.,
Luqw
GROUND1NG TYPE CONNECTOR,
NT ILATORS.
- \
NOTES - GROUNDING
1 . ALL REINFORCING STEEL I N BUILDING, PLATFORM,
RETAINING WALLS, PAVEMENT I N FRONT OF BUILDING,
AND ALL METAL PARTS AND EQUIPMENT I N B U I L D I N G
SHALL BE BONDED T O GROUND GIRDLE. CONNECTIONS SHALL
BE NO. 6 AWG M I N . BARE STRANDED COPPER W I R E OR
EQUIVALENT CAPACITY COPPER B R A I D STRAP.
r
T E S T P OC K E T W I T H ’ GRAVEL
F I L L AND S O I L TOPFING
F I N GRADE
/
-1“
SoLDERLE!SS
T Y P E CABLE
NO. 110 AWG BARE STRANDED
COPPER CABLE T O GROUND NRDLE.+II
U-BOLT GND CONNECTOR FOR
CONNECTING 2 PARALLEL CABLES
T O GND ROD A T 30”
;I
, . .‘.
WIDE X 118’’ THICK STEEL
BAND. CLAMP T O VENT P I P E AND
BOLT T O SUPPORT BAR.
COORDINATE L O C A T I O N
WITH COUNTERWEIGHT
I
V E N T I L A T O R GROUtVdING
DETA IL
NO SCALE‘
EZIEI
~
CONDUIT ,TO I D S JUNCTION
BOX
WALL VENT I L A T O R
1
7
A I R TERMINAL
1 / 2 ” D I A MIN\
II
J
!!w.*L‘AToR7
/- TYPICAL
,/-
k
\
I
I
1
J
---
I
1
0
NO CCALE
--, H I 1
I
-7
DETAIL-GROUNDING-\OF RR TRACK
TROLLEY T R A C K
I
I
F
-METAL CANOP’? NOT
SHOWN FOR CLARITY
--
I
GRADE
RUN * l / O AWG BARE STRANDED COPPER
CABLE T O TROLLEY TRACK AND DOOR FRnME
-
r
CND
WELD COPPER CABLE
TO RAILS
t
7
80 ORDNANCE GROUNDING BUS BAR SHALL BE FOR EQUIPMENT GROUNDING ONLY
AND SHALL HAVE ONE POINT GROUND CONNECTION T O THE GROUND GIRDLE
AS SHOWN, AND SHALL OTHERWISE BE COMPLETELY ISOLATED FROM ALL OTHER
METAL PARTS AND/OR GROUND CONNECTIONS OF THE STRUCTURE. BUS BARS ARE
REQUIRED I N A L I M I T E D NUMBER OF MAGAZINES ONLY.
I
I
1
1
1
UNDISTURBED
ORIGINAL GROUND
CONTINUOUS GROUND GIRDLE
sl/Q AWG BARE STRANDED
COPPER CABLE
*-
I
SERVICE GROUNC) ROD WITH CONNECTION T O .
NEUTRAL BAR I N PANELBOARD. 86 AWG BARE STRANDED
COPPER I N 7 4 ’ ’ R I G I D CND. BOND GROUND ROD
CONDUCTOR T O END OF CND AND GROUND ROD,
2 ” SERVICE CND. 2’-0” M I N .
BELOW F I N GR. RUN 5 0 ’ M I N .
FROM STRUCTURE
EC
S
12B
0OC1684,C5@26A
.
2
b
I
4
.
COPPER CLAD STEEL
GROUND ROD 1 ” D I A
LENGTH AS
REQUIRED
GROUND C O N k C P I O N T O STRUCTURE
=l/O AWG BARE STRANDED COPPER CABLE
W
I
1
CHECK .GRAPHIC SCALES BEFORE USING
DEPARTMENT OF THE NAVY
NAVAL F A C I L I T ‘ I E S ENGINEERING COMMAND
b
200 S T O V A L L S T R E E T
ALEXANDRIA.
V A . 2233;
STANDARD
TYPICAL G N D ROD INSTALLATION
G R A P H I C SCALES
EARTH-COVERED CIRCULAR COMPOSITE
ARCH MAGAZINE
PLANS
ELECTRICAL
AND D E T A I L S
.
REV1 S I ONS
DESCRIPTION
LTR
s l / O AMG BARE STRANDED COPPER
CABLE FOR ORDNANCE GROUNDING BUS
-TOP OF FDN WALL
CONTINUOUS SLOTs CONC iNSERT OF
13/16"X13/32"
19 GAGE STL CHANNEL
20' MIN
*hF-tt
I
I /-GROUND
7
ROD(TYP1
DETAIL @
STANDOFF I NSULATOR 3 / 4
7CERAMIC
~~
I
'
'
I
* l / O AWG BARE
COPPER GROUND GIRDLE
I
I
I
I
* 6 AWG BARE STRANDED COPPER
TO METALLIC EQUIPMENT ( T Y P )
I
I
I I
1
I
.
I
.
ii'
8 1 1 0 AWG BARE STRANDED COPPER
ON TOP CI F CORRUGATFn STFFI
T O C O N N E C T - V E N TILATO R S
TOGETHER, I F MORE
- - THAN
._
VENT I LATOR@
ONE VENTILATOR
SEE DETAIL
2 El
-
'- - -
s l / O AWG BARE STRANDED COPPER
C A B L E F O R ORDNANCE GROUNDING BUS
-
1
n l / O AWG BARE STRANDED
COPPER CABLE TO TROLLEY
TRACK AND DOOR FRAME
1
---
-T
I
A I R TERMINAL
-
ii i
/I
/I
* 6 AWG BARE ST ANDED
OPPER CABLE $4" CND.
CONNECT TO NEUTRAL
BUS OF PANELBOARD
SERVICE GROUND
,
\
1
L- 10-32X5/8"' LONG
THD STL ROD
'I
DI A
;NDG BUS BAR
CONT INUOUS
COPPER STR AP
OF 1/8 "X 1
ELECTRICAL LOAD SCHEDULE
'I
II
10-32X3/8" LONG
BRONZE MACH SCREW
1 0 - 3 2 SPRING NUT
SECT I ON
HKLH
II MAGAZINE
SIZE
TYPE
WIDTH
(FT)
LENGTH
(FT)
1
2
2-5
25
80
50
I
I
EXTERIOR
I
LGT F I X
Q T Y WATTS
RECP
QTY
WATTS
I
LTG FIX
QTY
WATTS
1
I
INTER I OR
I
RECP
QTY
MATTS
1
MOTOR
I
1
QTY
SIZE
2 HP
1
i 30
1
900
10
200
0
1
i
! 00
1
900
5
200
0'
1
1
1
PANEL TOTAL
II
( 1 MAG)
(KW)
6
2880
2 HP
.
I'
5.
7880
I
m
ICONNECTED
L OAD I
I
1
I
I
I
I
I
1
I
1
DETA 1 L
NO SCALE
T Y P I C A L GROUNDING -PLAN
' E ~ 2 '
1 " = 20'- 0"
-7wT
KEY OPERATED
ON/OFF SWITCH
f
L1
I N NEMA 3 R ENCL.
MA I N S : 60A .W/6OA BKR
BRANCHES: L T G S & RCPTS
20A, RCPT GFCI TYPE,
M O T O R : 2P-30AMP
A I C : 10,000A SYM
SOLID NEUTRAL GROUNDED
.
OPENING AND CLOSING
CONTACTS7
N
/
Z
r
DISTRIBUTION PANELBOARD
OPENING L I M I T SHITCH
CORRUGATED STEEL ARCH
.,
nnn.,
FRONT VIEW
ORDNANCE GROUN:D
+
ING BUS BAR
GROUNDING CONDUCTOR FROM STRUCTURE(TYP1
d / O AHG BARE STRANDED COPPER CABLE f T Y P f
SCALE:
PREP'D BYDATE APPROVED
RCPTS.
LIGHTS
MOTOR
L I GljTS
t
SPARE
SPACE
SPACE
F-4
5:
.
0
- u J E RLOAD
I
CON TACTS
.
I
(\1
NO. 6 AHG STRANDED INSULATED COPPER
CABLE GND CONNECTION. NELD T O 1/0 ANG GROUNDIMG
CONDUCTOR AS SHOWN
M A I N T A I N 4'' M I N CLEARANCE
BETWEEN EQPT GND BUS
BAR AND GND J UMPE
CLOSING L I M I T SWITCH>--'
COIL
\CLOSING
DOOR WIR,I-NG AN0 CONTROL DIAGRAM
GROUND CONNECTORS SUITABLE FOR CONN
OF LABLES AND RODS AS I N D I C A T E D
ON PLANS
r - - -1
NO SCALE
INCOMING UNDERGROUND
SERVICE, 120/240 VOLT, 3 W n
1 PHASE, 60HZ - 2 " CND
2 ' - 0 " M I N B E L O W F I N GRADE
fL
----FIN
t
'.
-7
LIGHTNING ARRESTOR
4-&---
I
1/0 AWG BARE STRANDED
COPPER CABLE T O GROUND GJRDLE
NO.
ELECTRICAL SERVICE SINGLE L I N E D I A G R A M
GROUNDING OUTLET T O BE LENGTH OF M E T A L
ROD MELDED T O REINF STL AND EXTENDED
4 " BEYOND SURFACE OF CONCRETE FOR
SEAL CONCRETE PENETRATIONS
WITH WATERPROOF SEALANT
NO SCALE
CONNECTION
I
1
I"
r [
\ ---*---
1
1
A
A ,-•
AI
T
1
+
I
1
t
I
1
1
I
I
-I*
-I! I I
'1I
-7
II1
I
\
I
1
II
I '
I t
1
I-
II
/-WELDED
WELDED STUD
1; //- CONNECTION
( T Y P ) SEE
+f
1
1
4I 11
I
7 - **
TI-
1
A
1/4- 20 THD
JAMB NUTS
lsrzEl
EXPLOSION PROOF INCANDESCENT C E I L I N G
MOUNTED ASSEMBLY WITH CLEAR LAMPPGLOBE
GUARD AND DOfrlE REFLECTOR SUITABLE
FOR HAZARDOUS LOCATION CLASS I,
D I V 11, GROUP D AND CLASS 11, D I V 11,
GROUP G .
200w
t
SECT I ON
NO SCALE
+l J
I
I
ITYPEI
I
A! I
;-+
4-+
I
LIGHTING FIXTURE SCHEDULE
T
I
I
MIN
'-
I
1 2
2'"'
* ---+
A-*
(I- *
1 1
I
1
1
I
1
I
t7-•
I
I
.
4
1
II! '
1
I
*--4
It
CORRUGATED
I
1'
II
*---
+
- Y
Y- - + .. --II -
I
II
,
I
*
*--
\
I
I11
b '
,'E&'
NO SCALE
7
7 - - -
ti------*-?
Itt
I
T Y P I C A L GROUND CONNECTIONS
SECTION
I
\
1
*I-I 4
I1
t
i O m 6 AWG BARE STRANDED
n
COPPER CABLE GND CONDUCTOR
I
T I
,
A I
I
NO. 6 AWG BARE
STRANDED COPPER CABLE
[TYP)
\---WELDED
J-
J-
SECTION
PLAN STEEL ARCH GROUNDINGXONNECTIONS
NO SCALE
1/8"=1 '-0"
1 . REQUIREMENT: DUE T O SEALING OF JOINTS AND DAMP-PROOFING
REQUIRED BY NAVFAC STANDARD SPECIFICATIONS M 2 t
I N D I V I D U A L STEEL ARCH PLATES (OR MODULAR PANELS) ARE EFFECT-IVELY
ELECTRICALLY ISOLATED FROM EACH OTHER AND FROM THE EARTH.
THE GROUNDING CONNECTIONS SHOWN ON T H I S DRAWING SHALL BE
APPLIED TO MEET THE ELECTRICAL BONDING REQUIREMENTS
OF THE STANDARD SPECIFICATIONS
1 / 4 - 2 0 fHD STL S TUD
1 " LONGJSEE NOTE ' 3 , T H I S SH)
SOLDERLESS CABLE CONNECTOR,
SIDE ENTRANCE TYPE FOR
NO. 6 AWG STRANDED COPPER
CABLE
3. WELDED STUDS: WELDED STUDS SHALL BE OF TH
SHOWN
' A N D SHALL BE INSTALLED BY THE SHIELDED EL
ITORDISCHARGE STUD WELDING PROCESS AS APPROPIATE FOR M A T E R I A L THICKNESS,
BY MEANS OF MANUAL PORTABLE STUD-WELDING EQUIPMENT DESIGNED FOR THE
PURPOSE. STUDS SHALL BE LOCATED AS SHOWN 04 THE PLANS H I T H A MINIMUM
OF ONE,STUD PER PLATE OR PANEL AND ADDITIONAL STUDS AS REQUIRE0
T O PROVIDE ADEQUATE SUPPORT OF THE GROUNDING CONDUCTORS. WHERE
THE WELDING PROCESS DE S TR O Y S THE G A L V A N I Z I N G ON THE ARCH ST E E L
THE AREAS SHALL BE RECOATED BY ZINC SPRAYING T O PROVIDE
PROTECTION AGAINST CORROSION WHILE MAINTAINING ELECTRICAL CONDUCTIVITY.
DETA I L
'EEJZ
NOTE: GROUNDING CABLES AND
CONNECTIONS SHALL BE AS SHOWN
'IN DETAIL
E
m
'
2'
t
NOTE: ARRANGEMENT SHOWN I S TYPICAL FOR BIDIRECTIONAL CWBLE RUNS,
SINGLE RUNS, TERMINATION OF CABLE AND NUMBER OF CONNECTORS S H K L
BE AS INDICATED BY PLANS OF STEEL ARCH PLATE ( O R MODULAR F N L ) .
GROUNDING CONNECTIONS SHOWN A T LEFT ON THE DWG.
138
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*
. -EZLE2;
ALL REINFORCING STEEL I N BUILDING, PLATFORN, RETAINING
WALLS, PAVEMENT I N FRONT OF BUILDING, AND ALL METAL
PARTS AND EQUIPMENT I N B U I L D I N G SHALL BE BONDED TO GROUND GIRDLE.
CONNECTIONS SHALL BE NO. 6 AWG M I N BARE STRANDED COPPER WIRE OR
EQUIVALENT C A P A C I T Y COPPER B R A I D STRAP.
CORRUGATED STEEL ARCH
\
V4-2O THD STL STUD
1 " LONG (SEE NOTE 2,
T H I S SH)
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CHECK GRAPHIC SCALES B t 3RE USING
T Y P I C A L WELOEO STUD
i
DETAIL<
NO SCALE
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DEPARTMENT OF THE NAVY
NAVAL F A C I L I T I E S ENGINEERING COMMAND
200 S T O V A L L STREET
ALE XANOR 1A
VA
. 22332
4
STANDARD
. /DATE
'CL
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. I
S
f;T\
\
2 . CONNECTIONS: THE GROUNDING CONNECTIONS SHOWN SHALL BE INSTALLED
ON THE INTERIOR SURFACE OF THE STEEL ARCH. FOR D E T A I L S OF THE
INTERCONNECTIONS BETWEEN STEEL ARCH AND GROUNDJNG SYSTEM SEE D E T A I L S
T H I S SHEET.
WELDED STUD GROUND CONNECTION
EC
STUD
NOTES f:
----
NO SCALE
TOR
I
I
SCALE:
E2 L E 2
. I
EARTH-COVERED CIRCULAR COMPOSITE
ARCH MAGAZINE
ELECTRICAL
SCHEDULES AND SINGLE L I N E G I A G R A M
-