I
LTR
SHOWN FOR INFORMATION ONLY
G
DESCRIPTION
PREP'D BY DATE APPROVE1
C
ABBREVIATIONS
I
12'00"
12'"''
= - f
100.00
4
TOE OF SLOPE
/lo
-
r- - - - - - - - - - - - -----( F I N GRADE)
,
LOADING RAMP
L ARCH MAGAZINE
40 '-0" MIN
I
GENERAL SITE
FILJ
I
AB
ABT
ACI
AHR
AMP
ASSY
AWG
BKR
CJ
L
CND
CLR
CM
CONC
CONST
CONT
COORD
CTR
CY
DET
DIA
DIM
DN
DWG
OWLS
EA
EF
EJ
EL
ENCL
EQ
EQUIPaEQPT
EW
EXPN
F
FDN
FF
FIN
FIXTS
FL
FTG
G
GALV
GEN
GFC I
GND
GR
HEX
HP
HPT
IDS
JT
KG
KSX
KW
\ 100.00
(0.00)
MAGAZINE LENGTH
SEE SH S1
S I T E PLAN
MAGAZINE AT GRADE-LEVEL
SCALE: Ye8' = 1'-0"
CONTOUR INTERVAL: 2 '
L.A
ANCHOR BOLT
ABOUT
AMERICAN CONCRETE INSTITUTE
ANCHOR
LG
LLV
LGTH
LTGS
M
MACH
MBG
MAX
MET
MIN
MM
WIRE GAUGE
BREAKER
CONSTRUCTION JOINT
CENTERLINE
CONDUIT
CLEAR
CUBIC METERS
CONCRETE
CONSTRUCTION
CONTINUOUS
COORDINATE
CENTER
CUBIC YARDS
DIAMETER
DETA IL
r-8
*,.+
LARGE, LONG
LENGTH
LONG LEG VERTICAL
L IGHTINGS
METERS
MACHI N €
MAGAZINE
MAX I
MUM
METAL
MINIMUM
MILLIMETER
MILLISECONDS
NAVAL AMMUNITION PRODUCTIOC.
ENGINEERING CENTER
NAVAL F A C I L I T I E S
ENGINEERING COMMAND
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
NEAR FACE
NUMBER
ON CENTER
OPENING
OPPOSITE
POUNDS PER CUBIC INCH
PLATE
PROJECTION
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PAVEMENT
RADIUS
RECEPTACLES
REFERENCE
REINFORCEMENT
REQUI
RED
RUBBER HEAT AND WATER RESISTANT INSULATION
SECT
SHEET
ION
MS
NAPEC
NAVFAC
NEMA
NF
NO
_I
oc
OPP
OPNG
D IMENSION
DRAW
DOWNING
PC I
PL
PROJ
PSF
PSI
PVMT
R
RCPTS
REF
REINF
REQD
RHW
SECT
SH
SNT
SP
SST
STD
STIF
STL
DOWELS
EACH
EACH FACE
EXPANSION JOINT
ELEVATION
ENCLOSE, ENCLOSURE
EQUAL
EQUIPMENT
EACH WAY
EXPANSION
FAHRENHEIT
FOUNDATION
FAR FACE
FINISH
FIXTURES
FOOT ING
FLOOR
GRAM
GALVANIZE
GENERAL
GROUND FAULT CURRENT INTERRUPTOR
GRADE
GROUND
L
SEALANT (JOINT SEALING MATERIAL)
SPACE
STAINLESS STEEL
STANDARD
STEEL
ST IFFENER
T&B
SYMM
SYMMETRICAL
TOP AND BOTTOM
THD
THW
TOS
TYP
UNO
W
HEXAGONAL
HORSEPOWER
HIGH
INTRUSION
POINTDETECTION SYSTEM
THERMOPLASTIC
THREADED
HEAT AND WATER RESISTANT INSULATION
TOP OF STEEL
TYPICAL
UNLESS NOTED OTHERWISE
WITH
WITHOUT
WEIGHT
WELDED WIRE FABRIC
w/o
WT
WWF
JOINT
KILOGRAM
KIPS PER SQUARE INCH
KILOWATT
I
*&re
I
METRIC CONVERSIONS
REINFORCING BARS
BAR S I Z E
1s DIAMETER
1
(MMII
METRIC CONVERSIONS
STRUCTURAL STEEL SHAPES
I
I SHAPE
DESIGNAT ION I
METRIC
EQUIVALENT
. __
ON DRAWING
DEPTH ( M W X WT PER LENGTH (KG PER
C 8 X 11,s
203 X 83,38
C
W 18 0XX 13
15-3
203 X 94-26
254 X 110,94
S10 X 25.4
254 X 184.17
W10 X 30
254 X 217,52
326.28
w10 x 45
--_
W10 X 60
254 X 435.04
c 4 x 7825
102 x 52857
MC6 X 12
152 x 87.00
i
I
~~
~
NOTES :
\
1.
SEE GEN NOTE 15, NAVFAC DWG NO. 1404322
REF ELEVATION
2.
NUMBERS I N PARENTHESIS ARE METERS.
3.
CONTOURS SHOWN REPRESENT TYPICAL CONDITIONS
FOR SINGLE MAGAZINE. CONTOURS MAY REQUIRE
ADJUSTMENT FOR SITING OF MULTIPLE MAGAZINES,
OR WHERE SOIL OR DRAINAGE CONDITIONS SO
INDICATE.
.
FOR
I
EXCLUDES DEFORMATIONS SEE
STRUCTURAL DWGS FOR REINF
BAR USE
~
METRIC CONVERSIONS
THIS SET OF 15 DWGS. (NAVFAC DWG. NOS. 1404310-324)
SUPERSEDES YaD OWGS, 627954-957, 649602-605,
658384-388, 724368, 751861,764596-597, 793746-748,
803060, 822978 -989.
SHEET NUMBER
WHERE SECTION,
DETAIL OR
ELEVATION
I S TAKEN
NUMBER INDICATES WALL
SECTION OR ELEVATION OR DETAIL
INDICATES BUILDING
SHEET NUMBER
WHERE SECTION,
DETAIL OR
ELEVATION I S
DRAWN
GRAPHIC SCALES
10""
12'"''
24'-0''
28 '-0''
=
=
=
=
3050MM
3660MM
7315MM
8534MM
40'"''
=
12.20M
CHECK GRAPHIC SCALES BFFORE US1NG
6
LTR
x
I
-
NOT PART OF STANDARD DWG
SHOWN FOR INFORMATION ONLY
REV I S IONS
DESCRIPTION
I
1
IPREP
'D BYIDATEI
APPROVED
I
*
I
I
ABBREVIATIONS
7
AB
ABT
AC I
AHR
AMP
ASSY
AWG
BKR
CJ
12""
12'-0''
I
/
96 .OO
(-1.221
e
c
CND
CLR
CM
CONC
CONST
CONT
COORD
CTR
CY
DET
DIA
DIM
DN
DWG
OWLS
EA
EF
EJ
EL
ENCL
EQ
EQUIPPEQPT
EW
EXPN
F
FDN
FF
FIN
FIXTS
FL
FTG
/
95.67
(-1.321
TOE OF SLOPE
+CURB
(- 0.61 1
1
98
(0.001
///
I
i
L OF RAILROAD
I
'ILL
I
1
1-
67
I
100
-
I
12"''
99.67
-O.i01\
L,
I
r
L
G
+
40 '-0"
(1.83)
(1.221
10s
99.67
TOP OF R A I L 95.67
(-1.321
t\loo.
l I
CONCRETE
LOADING DOCK
00
(0.001
r G E N E R A L S IYE ' FIL L l
106
'
I
104
M IN
I
\\
(-1.32)
I
c
\
-4
(2.441
ARCH MAGAZINE
I
I
a
coI
*
(v
In
GALV
GEN
GFC I
GND
GR
HEX
HP
HPT
IDS
JT
KG
KSI
KW
M
LARGE0 LONG
LENGTH
LONG LEG VERTICAL
LIGHT INGS
METERS
ASSEMBLY
MACH
MACHINE
AMERICAN WIRE GAUGE
BREAKER
CONSTRUCTION JOINT
CENTERLINE
CONDUIT
CLEAR
CUBIC METERS
CONCRETE
CONSTRUCTION
CONTINUOUS
COORDINATE
CENTER
CUBIC YARDS
DETAIL
D IAMETER
DIMENSION
DOWN
DRAWING
DOWELS
EACH
EACH FACE
EXPANS ION J 0 INT
ELEVAT ION
ENCLOSE0 ENCLOSURE
EQUAL
EQUIPMENT
EACH WAY
EXPANS ION
FAHRENHEIT
FOUNDATION
FAR FACE
FINISH
F IXTURES
FLOOR
FOOTING
GRAM
GALVANIZE
GENERAL
GROUND FAULT CURRENT INTERRUPTOR
GROUND
GRADE
HEXAGONAL
HORSEPOWER
HIGH
INTRUSION
POINTDETECTION SYSTEM
MAG
MAX
MET
MIN
98
I
BAR S I Z E
DIAMETER (MMI
'c
[-1.22)
0
r
(
96
ww
4-
II
I
-
MAGAZINE ILENGTH
m
L
SEE SH S1A
95.67/
(-1.32)
\\
30"
f
NAPEC
NAVFAC
NEMA
NF
NO
oc
OPNG
OPP
PC I
PL
PROJ
PSF
PSI
PVMT
R
RCPTS
REF
RE INF
REQD
RHW
SECT
SH
SNT
SP
SST
STD
STIF
STL
SYMM
TAB
THO
THW
TOS
TYP
UNO
W
w/o
WT
WWF
METRIC CONVERSIONS
REINFORCING BARS
I
a
0
MAGAZ INE
MAX IMUM
METAL
MINIMUM
MILLIMETER
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
OPEN ING
OPPOS ITE
POUNDS PER CUBIC INCH
PLATE
PROJECT ION
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PAVEMENT
RADIUS
RECEPTACLES
REFERENCE
REINFORCEMENT
REQUIRED
RUBBER HEAT AND WATER RESISTANT INSULATION
SECT ION
SHEET
SEALANT (JOINT 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
WE IGHT
WELDED WIRE FABRIC
MM
MS
JOINT
K ILOGRAM
K I P S PER SQUARE INCH
K ILOWATT
I
(- 0.61 1
LG
LGTH
LLV
LTGS
ANCHOR BOLT
ABOUT
AMERICAN CONCRETE INSTITUTE
ANCHOR
AMPERE
I
I
METRIC CONVERSIONS
STRUCTURAL STEEL SHAPES
~
METRIC EQUIVALENT
SHAPE DESIGNATION
DEPTH (MMIX WT PER LENGTH (KG PER MI
ON DRAWING
203 X 83.38
C 8 X 11,5
I
W 8 X 13
I
203 X 94.26
1
254 X 110,94
C 1 0 X 15.3
254 X 184.17
S10 X 25.4
254 X 217,52
W10
- - -X 30
-w10 x 45
I
254 X 326.28
254 X 435.04
W10 X 60
102 X 52.57
C 4 X 7.25
I
MC6 X 12
I
152 X 87.00
I
I
\
IM EXCLUDES DEFORMATIONS SEE
- 1
..
.
I
I
STRUCTURAL DWGS FOR REINF
BAR USE
METRIC CONVERSIONS
305MM
2286MM
3660MM
3050MM
S I T E PLAN
MAGAZINE AT LOADING DOCK-LEVEL
4270MM
6096MM
8534MM
10.4M
SCALE: 1/8" = 1 '-0"
CONTOUR INTERVAL: 2 '
2.
3.
NUMBERS I N PARENTHESIS ARE METERS,
CONTOURS SHOWN REPRESENT TYPICAL CONDITIONS
FOR SINGLE MAGAZINE, CONTOURS MAY REQUIRE
ADJUSTMENT FOR S I T I N G O F MULTIPLE MAGAZINES0
OR WHERE SOIL OR DRAINAGE CONDITIONS SO
INDICATE.
SHEET NUMBER
WHERE SECTION0
DETAIL OR
ELEVATION
f
I
S TAKEN-~~
FOR
SEE GEN NOTE 150 NAVFAC DWG NO. 1404322
REF ELEVAT ION ,
NUMBER INDICATES WALL
SECTION OR ELEVATION OR DETAIL
LETTER INDICATES BUILDING
SECT ION
THIS SET OF I5 DWGS. (NAVFAC DWG, NOS, 1404310-324)
SUPERSEDES Y&O DWGS. 627954-957,649602-605
658384-388 724368, 751861, 764596-597, 793746-'748
803060, 82d978-989.
:R
ON 0
S
DRAWN
4
GRAPHIC SCALES
1/8" -'=
'O-'l
AD
C
011
.NOO282rC1711
11.9M
16,OM
#r
NOTES :
1.
,
8'
4'
0
8'
16'
30'90" =
40'90" =
3100MM
12.20M
CHECK GRAPHIC SCALES BFFORE US1NG
I
REVISIONS
DESCRIPTION
LTR
PREf"D BYDATE APPROVED
P
0
VENTILATOR STACK [SEE NOTE
2. THIS SHI SLOPE
I
*
(v
REINFORCEMENT NOT SHOWN
FOR C L A R I T Y [TYPI
3'
6'' SUBSURFACE DRAIN
[ALTERNATE DRAINAGE
TO REAR O F ARCH)
7
_." * - -
b
1
I
D I M VARIES. SEE
FRONT WALL EL
'
1 .-.
.b
I
b
.-.
.-.
-
*
'.?
C <n Zd '
W
CRACK CONTROL JOINT
b'
I + =
o
<to=
a0
-
VARIES
[ 80 '-0
"
MAX I
I.r)
-SEE FRONT
WALL EL
NAVFAC DWGS
NO. 1404315
11 NO. 1404316
\I
8
.*.
A1
I
c
I
HPT F I N FL
L 100 m00 ( 0 mOOM1
*EL 99
:
.
:
.
i
EJ
- p o .I
T
12'-0"
I
'I-
VARIES [80'-0" MAX)
m
----
I
1
'-@
I
I
I-<*
s1
CRACK
CONTROL
JOINT
I
SECTION
L ARCH MAGAZINE
s1
SCALE:1/4"=1'-0"
NOTE: REINFORCEMENT NOT SHOWN FOR
FOR CLARITY [TYPI. SEE NAVFAC
DWG NO. 1404314 FOR BACKFILL
MATERIAL
L AI
I
--
I
I
S*l
I
I
t EJ
I
I
2
0
SLOPE 1 " : l O '
m
I
I*
*
m
10'-0"
N
I
J
-
CONCRETE
LOAD ING
RAMP
8" SLAB ON GRADE
W/2 LAYERS
6x6 W 2 m 9 X W 2 m 9 WWF
*4@12 EW,
/*SO6
EF
J
v
i
b
- SEE 'FRONT
m\
6" SUBSURFACE DRAIN
[MIN SLOPE 0m5%.
SEE GEN NOTE 12
NAVFAC DWG NO.
1404322I
FOUNDATION
AND FLOOR: PLAN
SCALE: 1/4" = 1'- 0"
9l\
WALL EL
NAVFAC DWGS
NO, 1404315
11 NO. 1404316
\-CJ
12
L1'-3"J
SEE NOTE 1. THIS SH
DETAIL
SCALEt?4"=1'-OM
1
s1
v
SEE NOTE 1, THIS SH
i
s1
SCALE:?4"=1'-0"
SLOPE
EL 99m67
(-0 1 0 M l
PAVEME:NT
7
qll
JOI
DETAIL
ARCH MAGAZINE AT GRADE
CONSTRUCTION J O I N T
SLAB ON GRADE
NOTES :
NO SCALE
1.
WET 1 AND DET 2. THIS SHEET. SHOW
CONDITIONS BELOW FLOOR SLAB,
2 m
SEE NAVFAC DWG NO, 1404322
FOR GENERAL NOTES, VENTILATOR SCHEDULE
AND WALL CRACK CONTROL JOINT DETAILS
METRIC CONVERSIONS
V4"
=
Vz" =
94" =
1" =
2" =
4" =
6" =
8" =
10" =
1 '-0" =
1 '-2
=
1'03" =
GRAPHIC
3/48' = 1'-0"
@
--
I ll-o"
l1/2"
AD
S
488
rN00182~S1711
0
9" '
6
1'
'
3 0
2'
394MM
432MM
457MM
6 1OMM
737MM
9 14MM
1520MM
3050MM
3660MM
4570MM
7630MM
80'-0"
= 24m4M
CHECK GRAPHIC SCALES BEFORE US1NG
-QTHENRW
SCALES
-
12" 6"
6MM
13MM
19MM
25MM
51MM
102MM
152MM
203MM
254MM
305MM
365MM
381M
3'
I'
NAVAL F A C I L I T I E S ENGINEERING COMMANO
EARTH-COVERED CONCRETE ARCH MAGAZINE
STRUCTURAL
FOUNDATION AND FLOOR PLAN AND SECT IONS
MAGAZINE AT GRADE-LEVEL
~
,LTR
8" SLAB ON GRADE
W/2 LAYERS
6x6 W2.9 X W2.9 WWF
S
e
A
VENTILATOR STACK (SEE NOTE 2.
SLOPE
4-------------.
1
I
\
REV IS IONS
DESCRIPTION
PREP'D BYDATE APPROVED
THIS
1
I
EF
I
I'
I
6" C U R B 7
3
"
7
I
1
EF
1
-
=%?
I
S1A S1A
EL
(-0.10Ml
99.67
VARIES (80'-0"
MAXI
c
I
b'
/
I
\ Iu
II
H Ii II
21
.. : .
I
I
I
1
I
I
q-EJ
1:
\-
--
I
1
'
I . F.lF- '
-- - - VARIES (80'-0"
PAVEMENT
.
FRONT
WALL EL
NAVFAC DWGS
NO, 1404315
b NO. 1404316
I
MAXI
SCALE:3/4=1'-0"
2-#5
EW.
12'-0"
a
;l&h
SECTION
I
-
rt
..
.
-- -
I
I
- SEE
SLOPE
CJ
\ I
t
\
lr
DIM VARIES
SEE FRONT WALL EL
.
NOTE: REINFORCEMENT NOT SHOWN
FOR CLARITY [TYPI SEE
NAVFAC DWG NO. 1404314
FOR BACKFILL MATERIAL.
#4@10X2'-4" L G 7
SECT ION
-
E
m
. --
1
b '
I
,N
a
-2-#5
F I N FL
EL l O O . O O - & k
E l
I\ 1
I
6 " SUBSURFACE DRAIN
(ALTERNATE DRAINAGE
TO REAR OF ARCH1
DETAIL
HPT F I N FL
TOP OF CURB.
LEVEL,
SLOPE
SEE NOTE 1. THIS SH
10 '-0"
r
I
.-
CRACK CONTROL JOINT
.-
REINFORCEMENT NOT SHOWN
FOR CLARITY (TYPI
I
I
I
I
J
T
CTR
CTR
k
-
CONCRETE
LOADING DOCK
C ARCH MAGAZINE
-1
I
I
I
t EJ
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SLOPE 1":10
0
F I N FL
EL 100.00
( 0A O M I
c
I
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Ln
I
N
-
10' 0
CONT
SECT
I
ON
SCALE:
1'-0"
ilbl;
SECT I ON
y4"=
I
-8"
I
,
SLAB ON GRADE
W/2 LAYERS
6x6 W2.9 X W2.9 WWF
SCALE:
94*=
1'-0"
hJsyi
?"
8"
CLR
\I
S
W
A
b
--
w-
:
-
-t
rl
CJ
L L 6" SUBSURFACE DRAIN
(MIN SLOPE 0.5X. SEE
GEN NOTE 121 NAVFAC
DWG NO. 14043221
4
S
s$ A S
ALTERNATE BAR
SEE NOTE 1. THIS SH
n
.
SEE NOTE- 1
-0" (TYPI
1/4" = 1'-0"
T = l '-0" (TYPI
4 . 0 .
I
CTR
V2"
9
'
1V2"
2"
2V2"
6"
4"
43
6V2"
8"
T
10"
l'-O"
.-
NOTES 3:
DET 1. D E T 5
DET6 0 DET? AND TYPICAL FOOTING STEP DETAIL T H I S
SHEET. SHOW CONDITIONS BELOW FLOOR SLAB,
2.
SEE NAVFAC DWG NO, 1404322 FOR GENERAL NOTES.
AND WALL CRACK CONTROL JOINT DETAILS,
METRIC CONVERSIONS
V4"
-
A
1,
NO SCALE
W
Sl-A S
ARCH MAGAZINE AT LOADING DOCK LEVEL
TYPICAL FOOTING STEP DETAIL
DETA I L
THI
S SH
DETA I L
-
&
CTR
4
I
SCALE:
#4@10EW.
- ..* -
I
FOUNDATION AND F L O O R P L A N
FTG REINF
FRONT
WALL EL
NAVFAC DWGS
NO, 1404315
b NO, 1404316
d
/
S AS A
- SEE
I
SECT I ON
f 8
SCALE :9 4
SlA&lk
1 -0
=
6 MIM
= 13MIM
= 1 9 MIM
= 38MIM
= 51MIM
= 64MIM
= 102M
152MIM
IM
= 165MIM
= 203MIM
= 254MIM
= 305MM
1L3"
'=
1 '-3 V2" =
1''-8"
-6a0
=
2'- 0"
2'- 4"
2 '-5"
4 '-0"
10 ' - 0 "
14 '-0 "
20 '-0 "
25 '-0 "
80'-O"
381MM
394MM
508MM
457MM
610MM
712MM
737MM
1220MM
3050MM
4270MM
6096MM
= 7630MM
CHECK GRAPHIC SCALES BEFORE USING
DEPCUITWMT OF
S
275
0N00182.Sl711
ne Mnw
HAYES. m y . lyITTERN (r l4"
YIQlITeCTs P)(OIWOElls P L M m S
NAVAL F A C I L I T I E S ENGINEERING COMMAND
ROIMI#. VIlWINIA
2oomRLLsTRE€T
KEXNORIA. VA. 223l
GRAPHIC SCALES
STRNDATD
EARTH-COVERED CONCRETE ARCH MAGAZINE
STRUCTURAL
FOUNDATION AND FLOOR PLAN AND SECTIONS
LOADING DOCK-LPVEL MAGAZINE
VENTILATOR SCHEDULE.
SEE NOTE 11 THIS SH
3
AD
24.4M
=
=
=
=
=
=
=
DETA I L
/
=:
/
4x4
-
W2.9XW2.9
/----SYMM
WWF-
/
\
GROUND COVER
[SEE NOTE 1 1
GRADE?
ABT
e
ARCH MAGAZINE
LTR
PREP'D BY DATE APPROVED
J
I
# 4 DOWELS @ 12 I N EXTERIOR
FACE OF REAR WALL
&TEND
- 1'-0'' INTO CONCRETE ARCH.
\
FLUID-APPLIED WATERPROOFING
AND PROTECTIVE COVERING
OVER ENTIRE ARCH
REV I S IONS
DESCRIPTION
P. ARCH MAGAZINE
4 '-0"
7
\
Ir
I
VENTILATOR STACK
SEE NOTE 2 THIS SH.
G
I
1
I
TOP OF
ARCH
I
I
II J
0
2
I
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\A \
P-9
1' I -.I
#4@12 EF
-c
01
0
F I N FL VARIES
d
r(
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Y
ul
r
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HPT F I N FL
0" e REAR
h
6
SUBSURFACE DRAIN
SEE SECT A
FOR REINF
F ILTER MATERIAL
' -/
FILTER CLOTH
FILTER CLOTH7
/-.VENTILATOR
SEE DET
LREAR
LSUBSURFACE
WALL BEYOND
DRAIN
I
SECT I ON
STACK
SCALE :3/8"=1 '-0"
' s&2
'
S1A
REAR WALL ELEVATION
r F I N GRADE
SLOPE
___I__c
r
I
I
'c
*5@12TAB
L
6" D I A SUBSURFACE
NO HIGHER THAN
BOTTOM OF FLOOR
SLAB 1
3" CLRJT
r)
\ 1 4 - # 5
TAB
GRAVEL FILL
5 '-3''
I
c
=-=%
#4@12EWIEF
SCALE :yeu=1 ' - 0
S1A
NOTES :
1.
2.
3.
GROUND COVER SHALL BE DETERMINED BY GENERAL S I T E FILL
MATERIAL AND CLIMATIC CONDITIONS, [GROUND
COVER MUST BE MAINTAINED AT MAXIMUM 6" HEIGHT1
WHEN GRAVEL FILL I S USED NO GROUND COVER I S REQUIRED.
METRIC CONVERSIONS
IED WATERPROOFING AND
COVERING FULL HEIGHT
I F ONE VENTILATOR STACK I S REQUIRED. LOCATE ON
CENTER L I N E OF ARCH MAGAZINE. SEE VENTILATOR
SCHEDULE ON NAVFAC DWG NO. 1404322,
92: = 1311ItJ
l W 8 = 411411
2"
3"
6"
8"
10"
1 '-0"
1 '-1 "
1'-294"
1'-39$
1 '-4"
GRAVEL FILL FULL HEIGHT
GENERAL S I T E FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM
DRY DENSITY AS DETERMINED BY ASTM 0698. EXCEPT THE FILL
DIRECTLY ABOVE THE CONCRETE ARCH. WHICH SHALL BE COMPACTED
TO 90% OF THE MAXIMUM DRY DENSITY.
FILTER CLOTH
6"
6'' SUBSURFACE DRA I N
1'06" =
1'-9" =
1'-10V4~ =
2'00" =
2'06" =
3'-0" =
4'-0" =
5'-3" =
8'-0" =
10 '-0 " =
12'-0" =
=
=
=
=
=
5111ItJ
7611IJ
15211IJ
20311ItJ
25411IIJ
= 30514IIul
= 330)1II4
= 374)4III4
= 39411IIul
= 406MM
~1 14
r3-*5CONT
G R APH I c SCALES
#ma&,
#os f A I
r
(
w
1I1)v
'c
J
SECTION
SCALE :Y ~ " = l ' - O "
a
I
I
1
s2 s2
1
12W'O 1' 2' 3' 4 ' 5' 6' 7'
3/8" = 1'-0" 4
12" 6" 0
1'
2'
3/4" = y-0" 4
3'
4
3700MM
3800MM
3900MM
418OMM
421OMM
4270MM
CHECK GRAPHIC SCA1 ,ES REFORE USING
FILTER MATERIAL
m ~ m .m y r m m
MCWITQMI me1
12'-194a =
45711ItJ
12 '-6" =
53311IJ
57711IIJ 12'-994" =
610)4III4 1 3 ' - 8 7 ~ " =
76114IIul 13'-10~2" =
14 '-0 " =
91414III4
1220)4IIM
1600)4IIM
2440)4IIM
3050)4IIM
3660)4IIM
mRmEm
m
MIA
mmchD
arc.&xL
m jet
~ C J F M M R W
NAVAL F A C I L I T I E S ENGINEERING COMMAND
KEXNDRIAI VA. 2299e
_200mNDLrrrrrrrr
STANMRD
EARTH-COVERED CONCRETE ARCH MAGAZINE
STRUCTURAL
ARCH SECTION AND MISCELLANEOUS DETAILS
,
REVISIONS
DESCRIPTION
LTR
PREP'D BY DATE APPROVED
r l
2 '-6"
PL V X8X1'-O8'
W/2& BXO '-6" LG
STUDS [TYP) -
WELDEB
'
oc
TROLLEY TRACK
SUPPORT t TYP 1 7
b4
5
P
I
L8X8XY2 W/2 "X 10 "X Ve "
WELDED STRAPS e 1'-6" OCg '-0''
9 8-38'
D = 1.25
D = 0.5
I
I
/
v
-
c-CJ
/
1
Qy3
(SEE GEN NOTE NO.1A)
(SEE GEN NOTE NO.lA)
9 '-3"
8 '-3"
CUT ALTERNATE BARS AT
6 '-0" ABOVE TOP OF FTG
WV3
8
14 '-3"
(LOADING DOCK ONLY)
c
6" TYP-\
EQUAL
[TYP)
I
)
.
m
EQUAL
(TYP)
C I
7
I
e
I
/
/
-
I
I t
- *4 OWLS 012
EXTEND 1 '-0"
INTO CONCRETE ARCH
EQUAL
*3012 NF
*4@5 FF
-
L-
!
Ic
I
-1-
I
1 ,
---I
I
I
0
9
0
I
I
.
I
I
\
I
I
I
I
-
iI
I
1
i
\
L s " B SUBSURFACE DRAIN
MAGAZ INE
SEE NOTE 3, THIS SHEET L ARCH
TOP OF FTG
EL 97.42 [-.79M)
SEE NOTE 4
THIS SH
r#se6
\
EF
,r*3
TIES e6
/I
p 5 @ 1 2EF
5
1'-9"
r
I
I
I
I
I
I
I
I \
r*PB)6
NOTE : CONCRETE OUTS IDE HEADWALL
NOT SHOWN FOR C L A R I T Y
L
I \ TI
V
'
SCALE:
7
I
f-
EMBEDDED L NOT
SHOWN-SEE SECT
Q
. b
~e
1
bit'" CLR
1'-9"
BOLTS
--
*
6"
"=l'-O"
Q,
I
1
I
*4
r F I N GRADE
@12 e
FILTER CLOTH
e
-EMBEDDED L NOT
SHOWN-SEE SECT
EMBEDDED
L NOT SHOWN
b
'
WWFtTYP)
~
\
/I1
-2-*5X
Y2" EJ W/SNT
OF CURB t LEVEL 1
b *
ar
J
12 '-0"
ADD * 3 X O ' - l l
2-V2"@ AB
*
*
Y
I
'
~
*4@12T&B
SECTION
SCALE :9,"= i' - 0
GVA1
m
1
I
I
I
s3 s3 s31s3
I
a
A H
./----.*4@5
EF
EF, EXTEND ALT
1'-6 " THROUGH
A:'
/-"SEE SECT A
FOR TYP REINF
C PILASTER
4t4
SECTION
L,,,,
a
*
METRIC CONVERSIONS
cc)
1
2
2+Ae
d
M
a
COORD DIM "A" WITH
SECURITY HASP FURNISHED
SCALE t Q * 4 * =
'-0"
l
-*4@12 T&B 0
I
1
1'08"
/
CONTRACTOR INSTALL.
-1
SECTION
I
I
1
I
3" = 76HM
31/2" = 89MH
5'-8V2"
5'- 9"
6'06"
7'-0"
8'-3"
9 '-0"
9 '-3"
9 '-6"
10'-0"
ll ll''--O5""
14'03"
= 174 1IM
= 175 1IM
= 198 1IM
= 213 1IM
=
=
=
=
=
=
I=
251
274
282
289
305
335
348
434
ADD 1-*5 X 2'- 3"
@ PILASTER
1
3'-3"
SECTION
SCALE:Y~"=l'-O"
GRAPHIC SCALES
r
I C SCALES REFORE USING
,3
STCUJDIICZD
EARTH-COVERED CONCRETE ARCH MAGAZINE
1216"O 1' 2' 3' 4' 5' 6' 7'
3/8" = 1'-0" 7
12" 6" 0
1'
2'
3'
3/4" = 1 ' Q " ' I
12' 9" 6" 3" 0
1'
1-112" =-Q
"'1
1IM
1IM
1IM
1IM
1IN
1IW
1IN
4IN
5 '-6" -670MM
I
r 3 "CLR
'
*5@12 EF
W
J
1'-0"
1 rTOP
FACE OF
PILASTER
EXTENSI
ON
AT SECURITY
HASP
F I N FL EL 101
0 .OO ( 0 .OOM)
*5@12EW, EF
T"
SEE NAVFAC OW6 NO. 1404322 FOR WALL CRACK CONTROL
JOINT DETAILS, AND GENERAL NOTES.
(SIM)
I
SEE SECT @
i
5-*5X 1 1 '-0 "
6
'-O"X1'-0"
FILTER
CLOTH 0 WEEPHOLE
5.
f
2-#5X9 '-6 "
18-0"
-1
VERIFY FOOTING AND RETAINING HALL DESIGN
I F FOOTINGS ARE LOERED. SEE E N NOTE 4,
NAVFAC DWG NO. 1404322.
' S3 I S3'
SCALE :1V2 " ~ 1-0"
'
d
VAR I
ES
SEE FDN AND
FLOOR PLANS
F I N FL OR
F I N GRADE
1'-0"
4.
HASP
FACE OF
PI
LASTER
ABOVE & BELOW
4
6"6 SUBSURFACE DRAIN PENETRATES HEADHALL
FOR DRAINAGE TO FRONT OF MAGAZINE ONLY.
DETAIL
8
L 3"B WEEPHOLE
--
3.
1
12
me
D
GRAVEL FILL-
e
1
Y&Y&V/Y&Y&rnY'
2'00" MAX
f IMPERVIOUS FILL
FILTER MATERIAL,- -
PILASTER SHALL BE PLUMB. ALLOHABLE
DEVIATION FROn VERTICAL SHALL NOT EXCEED
PA" PER 10 FEET VERTICAL HEIGHT.
ANCHOR BOLT LAYOUT FOR SECURITY HASP
DWL
2'- 0"
2.
I
9
Y
D
SEE NAVFAC DWG NO. 1404317 FOR DOOR DETAILS.
NOTE: SECURITY HASP WILL BE FURNISHED BY
NAPEC WITH INSTALLATION INSTRUCTIONS,
SEE SH S9 FOR SECURITY HASP DETAILS.
EF
P I LASTER
SEE NOTE 2,
THIS SH
TOP OF WALL
EL VARIES
7
I
14-3''
-#7@6
I
*3@12*4@12 EF-
.
SECLION
SCALE:
.Lb-
L
.
I
I
I
Y ~ " ~ l ' - O ' ' 'S&3'
1'-0"
2-*5
I
fAT\
SECTION
L
P
8-*9 EF
(4 EA LAYER)
( 4 EA LAYER)
I
~~
I
1.
"B
cc)
/
I -
NOTES :
10'-0" WIDE DOOR OPENING
/f
I
I
2
FRONT WALL E L E V A T I O N
I
'
II
EL 104'
0
'
01I
EF
.
I
I.
A
l r*5@12 LAP W/*5@6
0
I
I
I
I / 1/
CJ
DOOR
BUMPER
C'
A
.
.
NOTE: PROVIDE FLUIDAPPLIED WATERPROOFING
ON REAR OF HEADWALL
ARCH EXTERIOR SURFACE
AND LIMITS OF FILTER
CLOTH.
SEE SECTION
\
q
REVISIONS
DESCRIPTION
.IPREP'D
m
m
BYlDATd APPROVED
I
I
'
PL V X 8 X 1 ' - 9 "
w/3-$8 "Ibx0 '-8 " L G
WELDED STUDS [TYPI-
fA7
'q4Js2
TROLLEY TRAC
SUPPORT (TYP
@ 12
0
s
00
I
I
c
Cn
L 8 X 8 X Vz W/2 "X 10 "X V4 "
WELDED STRAPS @ 1 '-6" OC
-
D = 1.25
D = 0.5
ImI
WV3
Qy3
[SEE GEN NOTE NO.1A)
(SEE GEN NOTE NO. 1 A )
m
I
A
I
CUT ALTERNATE BARS
AT 6'- 0" ABOVE TOP
I
/
se9'
10'-6"
*
Y\
.c
a
15'-6"
(LOADING DOCK ONLY)
4
EQUAL
(TYP)
6"
EQUAL
(TYP)
mrn
w
TYP7
c
0
I
I
EXTEND ia-ofig
INTO
CONCRETE ARCH
\ \
\ \
\ \
*3@12 NF
-
G
EL 105'-9"
CJ-
DOOR
BUMPER
c
r 6 "
e 3" B
WEEPHOLE
4 '-6"
I
EQUAL
0
*
1*3@12 NF
*4@5 FF
c
T
-
A
*e
4 bf'@
\
SUBSURFACE DRAIN[TYP)
SEE NOTE 31 THIS SHEET
C ARCH MAGAZINE
A
TOP OF FTG
EL 97.42 [ - .79M)
SEE NOTE 4,
THIS SH
-NOTE:
f
9
1
A
CONCRETE OUTSIDE
OF HEADWALL NOT SHOWN
FOR C L A R I T Y .
NOTES :
ELEYATION~
+@6
EF
r * S @ l 2 EF
SCALE : 8"=l'-O''
r * 3 TIES 66
I
k
U
FRONT WALL ELEVATION
EL 104'-4''[1.32M)
16'-0" WIDE DOOR OPENING
e
3 4 "PI
ANCHO BOLTS
R
9-
T
1.
SEE ELEVATION s1 s5 [NAVFAC DWG NO. 1404318) FOR DOOR DETAILS
2.
PILASTER SHALL BE PLUMB. ALLOWABLE
DEVIATION FROM VERTICAL SHALL NOT EXCEED
V4" PER 10 FEET VERTICAL HEIGHT.
3.
6"PI SUBSURFACE DRAIN PENETRATES HEADWALL
FOR DRAINACE TO FRONT OF MAGAZINE ONLY.
4.
VERIFY FOOTING AND RETAINING WALL DESIGN I
F FOOTINGS
ARE LOWERED. SEE GEN NOTE 4, NAVFAC DWG
NO. 1404322.
5.
SEE NAVFAC DWG NO. 1404322 FOR WALL CRACK CONTROL
JOINT DETAILS, AND GENERAL NOTES.
u
S1A
[ TY P 1
.
r
s4 s4
1 '-3"
10
(5
2'- 0"
A\'
=
=
10-#9 EF
( 5 EA LAYER)
-EMBEDDED L NOT
SHOWN - SEE
SECT
NOTE: SECURITY HASP WILL BE FURNISHED BY NAPEC
WITH INSTALLATION INSTRUCTIONS, CONTRACTOR INSTALL.
SEE SH S9 FOR SECUTITY HASP DETAILS.
a
a
SECTION
f
PI
LASTER
SEE NOTE 28
THIS SH
I
M
TOP OF WALL
EL VARIES
1 '-0"
rx5@'
EF
I
*5@12
ANCHOR BOLT LAYOUT FOR SECURITY HASP
84 OWL @ 12
1'-6" THROUGH
4
0
P
I
c
2'-0" MAX
IMPERVIOUS FILL
83@12-
EMBEDDED L NOT
EMBEDDED
L NOT SHOWN
n
>
84@12
FILTER CLOTH
3
GRAVEL FILL
84Q5
VARIES
SEE FDN AND
FLOOR PLANS
FILTER MATERIAL
-
@@
@@
F I N FL EL 100.00~0.00MI
EXTENSION
AT SECURITY
2'
.
#5@6EF
SUJ
1' - 0 " 7
*
1 '-O"X1 '-0" FILTER
CLOTH @ WEEPHOLE
ADD *3XO '-1 1"
6
. '
. 0y v y,
7.4
1'-0''
D
L 4 e 12
V2"b AB(TYP1
2-8SX15'-6"
2-6X18 '-0'"
I
METRIC CONVERSIONS
FACE OF
P ILASTER
ABOVE 6 BELOW
#5@12EF
0
t
*
SECTION
0
SCALE4 yeu=l '-0"
4
v
.
COORD DIM "A" WITH
SECURITY HASP FURNISHED
85@12EW1
EF
'-0"
r0 l
'pb
4
. '
*
1 '-0"
0
I
r
0
4
0
0
0
0
V
3"CLR'
*4@12T&B
SECTION
S C A L E ~ '-0"
~ I
/h/A
I
m
1
i
I
-I
s4 s4 s4 s4
L
1 1
SECT I ON
I
S C A L t :3/4"=1'-0"
S4LS4
I
AD
S
410
.N00382rS1711
3'-3"
I
112" =
l'-o"*
1'
2'
3'
4'
-
3%" = 89MM
4" = 102MM
M
12" 8" 6" 3" 0
1'
1-112" = 1
'
4
"
5
12" 6" 0
1'
2'
3'
3/4" = 1 ' 4 " t
12'6"O
a
mrer.
GRAPHIC SCALES
d
I' 6 " l
*3@12
SEE SECT A
FOR TYP REINF
@ PILASTER
TOP OF CURB(LEVEL1
€3"6 WEEPHOLE
F I N FL OR
F I N GRADE
'
ADD 3-#3C @5
84@12 EF-
5'
Q
1'92" = 356MM
m m m
~ m
Im
~m
as
#IWO#. VrltOrWIn
am^.
4'06" = 1350MM
16'00" = 4880Ml
CHECK GRAPHIC SCALFS REFORF. 1ISI NG
m
OQpsUTnawTffTbEmW
NAVAL F A C I L I T I E S ENGINEERING COMMAND
.
1
2'-0"
5'-6"
4
2'-0"-
10 '-0"
8"
I
I
n
I
I
I
I
LTR
I
9'-6"
1 '-0
8'-6"
REV IS1ONS
DESCR I P 1ION
CANOPY NOT
SHOW4 FOR
CLAR ITY
i ll
I
2 '-1 "
m r=
2'-1"
I
DOOR OPERATOR
OP OF TROLLEY TRACK
L 112 '-2" (3m71M)
NOTE : PROVIDE EMEDDED
PL ANO SUITABLE
ANCHORS TO SUPPORT
DOOR OPERATOR
L4X4XV XO'-4" LONG
TROLLE? STOP BOLTED
TO EA SIDE OF
TROL EY TRACK WEB
W/2"C BOLTS
TYP EA END OF
TROLLEY TRACK)
t
EL 113'-1"
(3 09M)
TR I(-*-\
TRRbLEY
A7
I
I
I
2-1 "$A490
BOLTS-
.
I
<u
MC6X 12I I
II
C MANUAL DOOR
BLAST DOOR
f
DRIVE CHAIN
LS
TOS EL 105'-10"(1 m78M)
TOP OF SECURITY
II
HASP
EL 104'-3"
II
_I
DOOR BUMPER
DOOR STOP
I
r,
BENT PL
2 EQ
t Y*
@
s
"
FIN
U
A 3 6 4 ANCHOR BOLTS
r la$
s7
PL V8x15x20
INK
1 1 '-5"
I
NOT SHOWN FOR CLARITY
$
,
I
DOOR C A V I T Y
*-+
NOTE: SEE NAVFAC DWG NO. 1404312
FOR FOUNDATION AND FLOOR PLANS.
.
SECT I ON
ECT I ON
fL3a CLR
SCALE: lV#=l'-O"
k5
6
Iss'
W
ELE V A TQ
I;;
SCALE :V2"=1'-0"
I
CONTINUOUS B
C SPLICE (TYPI
n
3/r "X2V2" SLOT WELD
3@10
START L OF FIRST
L8X8XV2 CONT W/2"XlO"XV'"
WELDED STRAP a 1'-6" OC
(BEND STRAP TO CLEAR REINF)
5(1&
2'-0"
WELD 5" FROM EA
END OF DOOR
TYPICAL VERTICAL SPLICE
NO SCALE
I-
9 4 " " S H R I N K CROUT
.
r
3 €0 SPA
0'09"'
-
A
r
SEE TYPICAL HORIZONTAL
SPLICE DETAIL. THIS
SHEETI FOR FAR FACE
PLATE
10'-0"
Lb
clla
\
II
-I
3 1
-NOTE:
HORIZONTAL SPLICE OF
I F USED. WALL BE LOCATED
d
11"
A
r
I
I
C8X11m%
2-7 I AB 1'-0" LON0
&3" HOOK I 1'-0" OC
(1V2"' PRO31
NF PL.
"(WEB,
TYP
DOOR STOP
1
I
-@
S
II
LI 1
W
1
3-1"$ A354 ANCHOR BOL
W3" HOOK ~HooKBELOW
RIEINF)
-
L3X2XVaXO '-7" TIBrLLV-
-
C8Xl 1 m 5
W8X137
1
f
IDTH
"
NEOPRENE WEA THERSTR I P
Vz"$
W8X13-
STIFFENER PL 92
BOLTS (EA SIDE OF PL Val
-
I
L
1" NONSHRINK GROUT7
W8X13 \
6
s s
TOP
& BOT OF CHANNEL (TYP)
2,
LOCCrTIONs 01=' ALL =ICES
ONStWWINCIsm
txA
.
I N OOOR PLATES SHALL BE WOW4
3 0 SEE NAVFAC OW NO. 1101310 & NO0 1404311
FOR ABIEREVIATIWm
-WlOX45
M€TRIC CONVERSIONS
W IDTH
-
-PL
VERTICAL SFLICES I N neyyI PLATES, I F USEO, SWLL BE
SPACE0 APART A HIN OF S'-O"r CVJ) SHALL BE CONTINUOUS
F&L
HEIQHTm
2-94"C A490 B O L T S 1
-
C8X1105
1,
SHIM AS REOD
SECT I ON
W8X13
NOTES :
1
V2x2
SECT I ON
/
1
STEEL
SHIM AS REQO
LDOOR
CAVITY [TYPI
e'
2 4 "$X2'-1" LONG
A384 ANCHOR BOLTS
W/3" HOOK
1
L4X4XV2
SECT I ON
FRONT ELEVATION
DOOR F R A M I N G FOR 10'"''
WIDE DOOR OPNG
I,
HORIZ SLOTTED
HOLE (2 THIS
LEQ AT EA L)
SECT ION
n
/ G
CAVITY
TYPICAL HORIZONTAL SPLICE
NO SCALE
GRAPHIC SCALES
SCALE: 3/4"=1'-0"
,
I
-
--
~I
12" 9" 6" 3" 0
1-112" = 1'4"12" 6" 0 . 1'
2'
W4" = S
Q
U
12'6"O
1' 2' 3' 4'
-
3'-0" * 914M
4'-0" = 1 2 2 W
4'06" = 135OUH
5'-0" = 152onn
5'-6" = 1 6 7 M
8'-3" 3~ 2SlOMM
8'-6" = 2591MM
10'-0"
9'-6" = -2
3
0
5
m
-
11 '-5"
348OUH
ll'-ll" 363oMM
1JSW
oIMlll#lllol)(ltmw
NAVAL FACILITIES ENGINEERIN6 ComuINO
Ir_-
1'
i
3'
P
5'
112" = l'-o"*
12'6"O 1' 2' 3' 1' 5' 6' 7'
3/0" = l
'
o
"
H
J
1 '-1 " = 330
3"= 7 w
1'-2" = 356
3V2"
89Ml
4" = lo=
1'-3"
1 '-4" = 381
406
5"
127M
1'-6"
457
6" = 1 5 H
1'08"
SO8
559
1'-10"
6V4" = 15W4
Ta
17M
2'-0" = 610
8" -209" = 2 2 w
2 ' 4 " = 635
9Vz" = 2 4 l M
2'02" - 6 6 0
10" =25m 2'06''
2 '-8"
813
761
11"
297w
1'-0"
3oswn 2'-10" = 0 6 4
a
EARTH-COVERED CONCRETE ARCH MBAZINE
STRUCTURAL
DOOR ELEVATIONS,
SECTIONS AN0 DETAILS
I ' w
10-0 WIDE DOOR OW6
16 '-0"
5'-9"
I
I
C I
3'-9"
9'-0"
PROVIDED
I
n
I
,
I
A490 B O L T S 1
2-78"g
c
c
II
I
I
2 '-0''
I
9"-ow
I .
1" NONSHRINK GROUT
1'-694"
I
CANOPY NOT
CLARITY
FOR
SHOW
"gX2 '-8" LONG
ANCHOR BOLTS
r
DOOR OPERATOR--,
r
d
r T O P OF TROLLEY
I
HOOKm
I
mI
I
NOTE : PROVIDE EMBEDDED
PL AND SUITABLE
ANCHORS TO SUPPORT
DOOR OPERATOR
I---,,
i.
r/'"TYP-
rl f
C MANUAL DOOR
SECT I ON
L4X4Xt XO '-4 " LONG
TROLLE~ STOP BOLTED
TO EA SIDE OF
TROL EY TRACK WEB
W/2"b BOLTS
(TYP EA END OF
TROLLEY TRACK)
TROLLEY
TRACK
-
/ F
t
\
PL 1x10
~~
I
C4X7 25-
CHAIN
OPNG CHAIN
-
I
2-1
BOLTS7
'@A4901
HOLE (2 THIS
LEG AT EA L)
II
REV I SIONS
J .
0 '
BLAST DOOR-
4 '-6"
0
I
I
105 '-9"
(1.75M)
TOS EL 105'-4" (1.62M)
TOP OF SECURITY
HASP
EL 104'-3"
(1.30M)
G?
S
I
~
$
-
J
S8
I
il DOOR I N CLOSED POSIT10
SECURITY VENTILATOR
NOT SHOWN FOR CLARITY
DOOR
BUMPER
.
17 '-S"
J
;
I
'
SECURITY VENTILATOR NOT
SHOWN FOR
NOTE: SEE NAVFAC DWG NO. 1404313
FOR FOUNDATION AND FLOOR PLANS,
DOOR CAV IT Y .*-+
I
CONTINUOUS e
C SPLICE (TYPI
\-DOOR
CTION
START C OF FIRST
WELD S" FROM EA
END OF DOOR
TYPICAL VERTICAL SPLICE
NO SCALE
B
"=1'-0"
2 '-0"
-CAVITY
(TYPI
2 '-9"
-..
I
*
L8X8X 1/2 CONT W/2 "X 10"X94"
WELDED STRAP B 1'-6" oc
[BEND STRAP TO CLEAR REN
IF
66
I
I
I
SEE SECT
I
SEE TYP HORIZONTAL SPLICE
DETAIL. THIS SHEET. FOR
.FAR FACE PLATE
I
NF'
L-.
PILASTER
ABOVE
SECTION
NOTES :
t
I
-2
.-
SHIM AS.REQD
W 10x30-
194"s A 3 6 4
&I-
ANCHOR BOLTS
-C4X7.25
W/ t a g E N D
CLOSURE PL ~ L D E DTOP
A BOT OF CHANNEL (TYP)
W 1OX60
yMC6X18
II
PLAN
94" NONSHRINK GROUT
t
LOOOR
CAV I TY
SECT I ON
EQ SPA = 0'-9"
I
SCALE 1Vf-i '-0"
1ClOX15.3-
S6 IS6
.
4
S6 S6
It
!L
TYPICAL HORIZONTAL SPLICE
FRONT ELEVATION
DOOR F R A M I N G FOR 16'-0 WIDE DOOR OPNG
SCALE 3/4"~1'-0"'
" '
5:EyX2%3"
/I
1
"rLOTE:
ENCASEMENT
CONC
1 '-8"
NOT SHOWN I .
FOR CLARITY.
SECT I ON
SCALE :1V2 "'-1 '-0"
3/4" =
1/2" =
d6&6
'
12" 9" 6" 3" 0
l
'
l'-o"+
l'-o"+
W0" = l'-O"*
12" 6"
12'6"O
12'6"O
-
o
"
0
1'
2'
1'
VERTICAL SPLICES I N DOOR PLATES. I F USED, SHALL BE SPACED
AP8RT A MIN OF S'-O".
AND SHALL BE CONTINUOUS FOR'
FULL DOOR HEIGHT.
2.
LOCATIONS OF A L L SPLICES I N DOOR PLATES SHALL BE
SHOWN ON SHOP ORAWIWS.
3.
SEE NAVFAC OW6 NO. 1404310 & NO. 1404311
FOR ABBREVIATIONS,
2'
4" = 1ozHH
5" = 127M
6" = 1S2M
6V4" = 1
7" = l78lW
8" = 2 0 m
9" - 2 m
10" = 2S4M
11" = 287HH
l 0O-lw
1
- 0 " 305nn
33m
-
1'-2" =
1'-3"
1°-4"
1°-6" 1
18-8" =
V-10" =
2°-0w =
2°-3" =
2°-9"
2°-10w
3'00" =
356
4°-0"
3°-9a =1142MM
122W
381
406
457
4'06"
SO-O" = 135152O)IIw
soa
559
610
686
8m
864
914
3°-3a = 990
3°-6" = 1066
1
5'09" = 17SOUU
S0-0" * 2 7 4 W
10'-0" = 3 0 S W
13 '-6" = 411SW
16°-0" = 4 8 8 W
17 '-S" 31 S 3 3 M
17 '-1 1" = S462)JN
IC scALES BEFORE US1NG
GRAPHIC SCALES
1-1/2" =
S6 IS6'
1.
3 " = 76M
3V4" = 89nn
NO SCALE
3-194"@ A384 ANCHOR B
W/3" HOOK (HOOK BELOW
REI-NF 1
T,=l'-O"
METRIC CONVERSIONS
DOOR IN CLOSED POSITION
T
3
WlOX60
SCALE 10
a
. l
3'
1'
M
3'
4'
5'
1' 2' 3' 4' 5' 6' 7'
4
ffi
1'' NONSHR INK
GROUT
FACE OF PILASTER
2 '-1
c
2 FjOWS OF
2-/8"PI ANCHOR BOLTS 1'- 7" LONG
INCL 3" HOOK AND 4 " PROJECTION
u
),
I
CANOPY NOT
SHOWN FOR
CLAR I TY
I
TROLLEY TRACK
REV ISIONS
ST IFFENER PLV8
[EA SIDE OF WEB)
I
\
t
.
I
c 10x20\
STIFFENER PL 4 8 -
I
7
-1
~
SHIM AS REQUIRED
z
0
I
%
N
L4X4XY.CONT
FOR CANOPY
(WITHOUT REBOUND
RESTRAINT ONLY)
TY
V
I
I
s10 TROLLEY TRACK
I
-t
I
I
I
I
I
Lfi IDLER SPROCKET LOCATE TO
I
SUIT SPROCKET PROVIDED
I
n
1
s7 s7
I
- .
I
k-f!
t
L I M I T SWITCH
L I M I T SWITCH
TOP OF DOOR
DRIVE CHAIN
*'
I
L I N K PL (SEE DET 3
THIS SHEET)
I
SECT ION
0
SCALE: 3" = 1 '-0"
-
0
I
I
'
2 "PI P I N WKOTTER PINS
\
INTERLOCK STRIKE
L2X2Xt4
'S*
'PLY
r)
e
w
f
i TROLLEY TRACK
S I Z E TO SUIT
C H
PROV IOED
sw I~
7
L
SECT I ON
DETAIL
SCALE:
P L Y 4 (SEE DET 2,
THIS SHEET)
L
l V 2 "=1'-0"
SCALE:
1?+"=1'-0"
W
L TROLLEY TRACK
n
r
TY
2-STIFFENER PL Ye X2Yz @ 0'- 6"
OC, CENTER ON TROLLEY
CONNECTION
I
DISCONTINUE NEOPRENE WEATHERSTRIP
FROM BOT O F DOOR THIS ENDB
XTEND TO SLAB AT OTHER END.
\
I
I
k
L8X8XV2 CONT W / 2 " X l O " X Y 4 "
WELDED
STRAP @ 1'- 6" OC (BEND STRAP TO
CLEAR REINF) -
/
NI
*
i
/
LpL
D R I L L AND TAP PL 9 4
FOR ?8"PI TAP OLT W/LOCK WASHER
AND Vr X l Y 2 " X l 5 WASHER W/"/
"PI
HOLE. SLOT HOLE I N BRACKET "/ X l V 8
FIELD WELD 14 N WASHER AFTER A ~ ~ E M B L ~
4 REQD, SP @ 8" OC. (TYP)
b
X 1 CONT (TYP)
W/t4"PI BOLTS @ 1'-0" OC
NEOPRENE WEATHERSTRIP
CONT AROUND DOOR OPENING
t8
e
?#PI
498
END EDGE C 8
/
t
I
SPROCKET CHAIN TIGHTENER
/-L IDLER SPROCKET
BOLTS
INTERLOCK
SWITCH ASSEMBLY
INTfERLOCK SWITCH ASSYI
i u JE F I E L D LOCATED AND
ADJUSTED TO STRIKE ANGLE
MOUIvItU UN UUUK
SECT I O N
* 1'-0"
SCALE: 3
'
'
1 3/8" MIN
D= TO SUIT D I A
OF TROLLEY
P I N PROVIDED +1/32"
HEAVY-DUTY ROL.LER
TOP OF DOOR
,
SCALE: 3" = 1 '-0"
a
DOOR I N
OPEN
POSITION
INTERLOCK STRIKE ANGLE 2XZXV4
FASTEN TO DOOR lr1/2-Y#"'X?4"
LG HEX
HEAD MACHINE SCREWS WITH LOCK
WASHERS
TROLLEY PROVIDED
2 1/32"
/
r
ANGLE 2X2X
VARY TO SUIT
2 1/32" D I A
FACE OF
PILASTER
SECT I ON
SCALE:
BOTTOM NEOPRENE
WEATHERSTRIP
(DISCONTINUE 1" FROM
DRIVE CHAIN
Po STEEL ADJUSTABLE
l~~U=lt-O"
DETA I L
S*7'
8 ''
DETAIL
L I N K PLATE
( 2 REQD)
I
I
I
1%
SECT I ON
SCALE: 3" = 1'-0"
n
0
DETA IL
r1
"
88
A
SCALE: 3" = 1'-0" S7 IS7'
-1 I-
11-1
W
I
's5&7'
2-7/g"P, ANCHOR BOLTS l ' - S "
3" HOOK AND 4 " PROJECTION
-1
FACE OF HEADWALL
METRIC CONVERSIONS
NONSHRINK
GROUT
END EDGE
C 8 BEYOND
"
YM
Wl
W
SHER (TYP)
I
4M
Wl
MM
MM
MM
MM
MM
4M
4M
11/2 "P, DRAINAGE OPNG
HEAVY-DUTY ROLLER
GUIDE 3"PI ( 2 REQD)
WEATHERSTRIP
=
28MM
198" = 35MM
192" = . 38MM
194" = 44MM
2" = 51MM
2l52" = 52MM
2t4" = 57MM
292" = 64MM
3" = 76MM
39'" = 89MM
394" = 95MM
lt8"
4"
498"
498"
6"
6p2"
7"
798"
792"
8"
9"
10"
= 102b1IM
= 11211M
= 12411IM
= 152b1IM
= 165)1IM
= 17811IM
= 18811IM
=
=
=
=
191)4IM
203)4IM
22814IM
25414IM
11"
1 '-0"
1 '-2"
1'03"
1'-6"
1 '-9"
1 '-9 98"
2'-0"
2'-094*
3'-0"
T A C ~WELD
TO PLV4
-
DETAIL
SCALE:
I
DE
/
's?'
= 533MM
= 549MM
= 610MM
= 628MM
= 914MM
mw
STANDARD ARCH MAGAZINE
EARTH-COVERED CONCRETE
1'
PLAN
DOOR I N OPEN POSITION
SCALE 3" = 1 '-0''
= 457MM
A S REQUIRED
I
SECT I ON
= 381MM
NAVAL F A C I L I T I E S ENGINEERING COMMAND
-In.
vn. 22391
200 m n L L StllOET
AtPSHIM
245 "PI BOLTS
( 1 EA SIDE OF
BUMPER 1
= 305MM
= 356MM
CHECK GRAPHIC SCALES BEFORE USING
DopnRTlENT OF THE
,TS
= 297MM
i t 2 "=1'-0"
W
STRUCTURAL
DOOR DETAILS
10'-0"' WIDE DOOR OPENING
COOE IDPCT. NO. wwnc ~ I N NOO.
80091
1404319
I
TROLLEY TRACK
LJ_ )
FACE OF PILASTER
~-4
2-7/8AILI ANCHOR BOLTS 1'97" LONG
INCL. 3" HOOK AND 4
'' PROJECT10
21-28'
I
I/
2 BOWS OF
/-GROUT
LTR
PREP'D BYDATE APPROVED
DESCRIPTION
I
\
Y2"
-8
ST IFFENER PL98
[EA SIDE OF WEB)
I
CANOPY NOT
SHOWN FOR
tc1OX20--,
1" ( T Y P I J
SEE SECTION
FOR SUPPORT
AT COLUMN
ST IFFENER~L-
A T T A C H S 1 0 TO W8 WITH '4-94"@
A325 BOLTS WITH LOCK b BEVEL WASHERS
I
Typ*
SHIM AS REQUIRED
TY
L3X3Xt4
I
I
I
L4X4X V4 XO'-7"
I
I
I
-4
I
TROLLEY ASSEMBLY
NUT b LOCKWASHER [TYPI
PL7/8 X15X15 (TYP)
LONG
7 ''
1
I
7"
1
1
I
..
1
L I N K PL [SEE DET
T H I S SHEET)
c
Le
IDLER SPROCKET LOCATE TO
SUIT SPROCKET PROVIDED
M I T SWITCH
e
TOP OF DOOR
I-,
I
\ t-\
2"@ P I N W/COTTER PINS
\
d
L I M I T SWITCH
DRIVE CHAIN
m
SCALE: 3" = 1 '-0"
FILLER PL
42 CONT
I
W
L P L 9 S I Z E TO SUIT
SWI~CH PROVIDED
PL 7 4
THIS
m
I
-fl
I
k
L
INTERLOCK STR IKE
L2X2Xt4
\
I
'S6 IS8'
1
rC DRIVE
CHAN
I
I
T
S8 S8'
I
TROLLEY TRACK
I--- !€
7"
I
SCALE:
SEE SECT
FOR REINF
l Y 2 "=1'-0"
SCALE : l Y 2 "=1'-0"
I
I
I
I
CENTERED
c.
2-STIFFENER PL 98 X24" C 0 '-6
OC. CENTER ON TROLLEY
CONNECTION
$\i-
500
-I
BOLTS
w/
WASHERS
L8X8XVz CONT W/2"X10uXV4 " WELDED
STRAP C 1'-6" OC (BEND STRAP TO
CLEAR REINF)
5 948'
DISCONTINUE NEOPRENE WEATHERSTRIP
FROM BOT OF DOOR T H I S END3
XTEND TO SLAB AT OTHER END,
2-9 "PI A
-
I
-
SP @ 8"
b
D R I L L AND TAP PL 9 4
FOR ?8"@ TAP
AND V4 X l V "X1
HOLE. SLOf
FIELD WELD
4 REQD. SP @ 8" OC,
[TYP)
CONT [TYP)
W / V 4 V BOLTS C 1'-0" OC
NEOPRENE WEATHERSTRIP
CONT AROUND DOOR OPENING
TO FLOOR
~
Po STEEL ADJUSTABLE
L DRIVE CHAIN
?a0'@ BOLT:
END EDGE C 1 0
INTERLOCK
SWITCH ASSEMBLY
-2iF-k---
BENT PLY4
Y-DUTY ROLLER
SCALE: 3" = 1'-0"
P
#
FACE OF
P I LASTER
a
4
TOP OF
h
INTERLOCK STRIKE AN LE 2 2XY4
FASTEN TO DOOR W/2- 8"@x 4 " LG HEX
HEAD MACHINE SCREWS WITH LOCK
WASHERS
85-
1V2"=l8-0"
SCALE : 1V2 " = l ' - O "
'S&8'
'S6 I S8'
8"
m -
- 1
L I N K PLATE
( 2 REQDI
r
I
I
I
DOOR I N CLOSED POSITION
1
DETAI L
1'-2"
S E C TIO N
SCALEt 3" = 1'-0"
I
S&8
I
DOOR I N
OPEN
POSIT ION
2 1/32"
DETA I
SCALE: 3" = 1'-0"
/
OF
INTERLOCK STRIKE
SCALE:
BOTTOM NEOPRENE
WEATHERSTRIP
(DISCONTINUE 1" FROM
FACE OF
AT LEADING EDGE)
r---
VARY TO SUIT
TROLLEY PROV IDED
- 2 1/32" D I A
/-INTERLOCK SWITCH ASSYJ
TO BE F I E L D LOCATED AND
ADJUSTED TO STRIKE ANGLE
MOUNTED ON DOOR
TOP
D= TO SUIT D I A
OF TROLLEY
P I N PROVIDED +1/32"
1 3/8" MIN
SPROCKET CHAIN TIGHTENER
r g IDLER SPROCKET
'
.n
3
-S438'
I
...
2 ROWS OF 2-7/8"@ ANCHOR BOLTS 1'05"
LONG INCL 3" HOOK AND 4" PROJECTION
.,
d
NONSHRINK
GROUT
END EDGE
C 1 0 BEYOND
E
FACE OF
P ILASTER
METRIC CONVERSIONS
-1
FACE OF HEADWALL
NUT 6 LOCK JASHER (TYP)
1Y2 "d DRAINAGE OPNG
HEAVY-DUTY ROLLER
GUIDE 3"@ ( 2 REQD)
DOOR BUMPER
i
7
NEOPRENE
WEATHERSTRIP
1" = 25MM
Y2" EJ %
wm. 81EcIY. M
m
n 4
NIQlItEcTs
Q
2-5/gu@ BOLTS
-
TAP FOR 78"d BOL.TS
WELDED STUD
2-?8"6
TACK WELD
TO P L 9 4
c
10 "
S
420
~~
AS REQUIRED
PLAN
DOOR I N OPEN POSITION
D E T A I L f57,
SECTION-n
SCALE 3" = 1'-0"
AD
ILQ-L- i 4 - w
2y "d BOLTS
( 1 E A SIDE OF
BUMPER)
8N01182rC1711
'Se8'
SCALE: 11/2 "4 '-0"
=
27MM
= 28MM
198" =' 35MM
1 t 2 " = 38MM
2" = 51MM
214
= S2MM
2 $4" = 57MM
76MM
2 t2" = 64MM
3" =
3 t 2 " = 83MM
394" = 9SMM
11.6"
1t 8 "
IS6 I S8'
.
-
M
m
n
0)RINEmS
VIROINICI
4"
5"
594"
6"
6V2"
7"
792"
8"
8 94"
9"
10"
=
=
=
=
=
=
=
=
=
=
=
102MM
127MM
146MM
1S2MM
165MM
178MM
191MM
203MM
209MM
228MM
2S4MM
11"
1 '-0"
1'-2"
1'-3"
1'-6"
2'- 0"
2 '-2 ?a"
3'- 0"
= 297MM
= 305MM
= 356MM
= 381MM
= 457MM
= 610MM
= 676MM
= 914MM
CHECK GRAPHIC SCALES BEFORE US1NG
EPCUITIIENT CF THE MAW
NAVAL F A C I L I T I E S ENGINEERING COMMAND
I
b
YP
,
REVISIONS
DESCRIPTION
LTR
PRV'D BY DATE APPROVED
METAL PANEL
W/2" RIBS ( G A L V )
FACE OF PILASTER
4 7
METAL PANEL
I
I
I\ I
ANCHOR MET ROOF PANEL
METAL PANEL
BOLT
EL 113'- 4"
'
(4,06M)
L 3 X 3 X tqx
0'- 6" L G
EL
(4.06M
1131-411X 0'- 3" L G
10 '-0'' DOOR
LL4X4Xt4CONT
'
16'-0"
DOOR
EL 110'-2
(3 l O M l
.
F REINF NOT SHOWN
FOR CLARITY
I \ l/
FLASHING (SST 1
CLOSURE
LEAD WEDGE
-
L2!+X2?+Xt4
A'
r
A
1
r
1
r
r
LOCATION OF L 2 t 2 X 2 t 2 X t 4
FOR END FRAME OPPOSITE
DOOR OPERATOR (OMIT FOR 16' DOOR)
--
--
PL'9 CONT SAME SLOPE AS ROOF
N\\BENT
(1
SEAL1
'
OPERATOR)
Ye''@
EXPN BOLTS
Cu 1 '-0"OC -[MAX)
ti
(1
4'-0"
t2"8 SST BOLT W/NUT AND
WASHERS EA SIDE
CLIP L 3X3XIQX0'-6"
@ EA VERTICAL L
METAL PANEL
W/2"
(GALV RIBS
I
\-'
SST FLASHING
OC
MET PANEL
W/2" RIBS (GALV I
3 '-9"
16 '-0" DOOR
--
.
.
I
L L4X4X94
.
DOOR
16 '-0" DOOR
--
4'-2"
I,
3'-9"
CONT
L2Y2X2V2XY4 @ 4'- 0" OC
DETA I L
SCALE: l ? + " = l ' - O "
METAL PANEL
W/2" RIBS (GALV)
k
L2V;!X2Y;!XV.
I'v
CONT
I-
SCALE : 1t 2 "=1'-0"
m
4
s9 I s9
EL 110'-2"
(3 .!lOM)
SECT I ON
k
SCALE: 3"=1'-0"
S5aS6
CLOSURE FLASHING CO
AHR TO L @ 2'00" OC
+
END CANOPY FRAME
INTERMEDIATE CANOPY FRAME
SECT I ON
BENT PL t 4 X 3 X 3 CONT
8-
EL 110'-2"
( 3 10M)
10 '-0''
c
\w
LG
CUT METAL PANEL AT THIS
FRAME TO CLEAR DOOR WHEN
FULL OPEN
10 '-0" DOOR -*
CAST I N MET
REGLET CONT
\-&/
A
r
-
METAL PANEL
\
FACE OF HEADWALL
L2 t Z X 2 t;!
x t 4 e4 '-0 "OC
---
1
44P
' I SST)
FLASHING CLIP
CONT E S T )
METAL PANEL NOT
SHOWN FOR C L A R I T Y
METAL
PANEL
(
DETA
I
L
SCALE: 3"=1'-0"
#'
/
PL 518 X 8 - X 131/2
2- 34' @A325 BOLTS
W/NUT AND
LOCKWASHERS //2
STIFFENER PL
W8X 317
FACE OF PILASTER
ABOVE AND B E L O W 7
SECTION
SCALE: 3". I'-O"
PLAN
G W12
L
S
' 4JSJ9'
2-78''
8 A354
ANCHOR BOLTS
W / 3" HOOK (HOOK BELOW
REINF)
\
\
112 STIFFENER PL
7
PL 112 X 8 X 12
NOTE: ENCASE COLUMN BELOW
GRADE IN CONCRETE
\
SECURITY HASP WILL BE
FURNISHED BY NAPEC WITH
INSTALLATION INSTRUCTIONS,
CONTRACTOR INSTALL.
3/6' NONSHRINK GROUT
SLOT
FLANGE
+t
E L 105'-0"
ELEVATION
SLIDING
DOOR
SECURITY HASP DETAIL
I
w12
1
112 STIFFENER PL-/
/ /
NO SCALE
METRIC CONVERSIONS
t4"
v8"
=
V2"
=
=
=
=
=
=
=
98"
4'
'5
I
SECTION
4"
ANCHOR BOLT LAYOUT
FOR SECURITY HASP
SEE NAVFAC DWG NO. 1404315
& 1404316
I
/
-
I" NONSHRINK GROUT
BETWEEN COLUMN AND
FULL HEIGHT OF WALL
1V2"
2"
29'2"
3"
4"
4V'"
6" =
1'-0" *
6MM
1OMM
13MM
16MM
38MM
51MM
64MM
76MM
102MM
114MM
152MM
305W
1'-4"
2'-Q" =
3'02"
3 '-69'" =
4'-0" =
3 '-998'"
4 '-Ov',"
4'-194"
10'-0"
16'90"
=
=
=
=
40611
610b1
96511
108211
12201
115811
1
123911
126411
305011
488011
IC SCALES. REFORE USING
DgluTlQcTOfMEmW
NAVAL F A C I L I T I E S ENGINEERING
-1A.
COMMAND
VAm
2 O o r n K L ~
2-78" Q) A354 ANCHOR BOLTS
W / 3" HOOK (HOOK BEHIND
REINF IN REAR FACE WALL)
LOCKWASHER
1
STMRO
n
GRAPHIC SCALES
EARTH-COVERED CONCRETE ARCH MAGAZINE
STRUCTURAL
CANOPY SECTIONS AND MISCELLANEOUS DETAIL
A
F
1404321
I
d
Icmmt.~.nO.
PL 1
?
1 7/16"$ HOLES @
0'-1 3/16" OC
s10 s10
SH IEL0
1/2"X1/2" Ff?AE
FASTEN TO OAMPER STOP
2 1/2"
wMAcH-
D I A TO SUIT
E
m
VENTILATOR R
FACE PLATE 5/8
EL 102'-6" (0.76M)
3/8" STEEL PLATE DAMPER
1/4" CLEARANCE ALL
AROUND WHEN CLOSED FASTEN TO SHAFT W/MA
SCREWS SPACED 6" O.C.
PL 5/8 - WELD ALL JOINTS
3/4"X1/2" DAMiPER
STOP (4 SIDES)
I
\
1
4- 1/2"6 WELDED
STUDS @ 0'08" OC
BRONZE SLEEVE
I N BOTt-I END
PLATES FOR
DAMPER SHAFT
I
ARM
2 1/24
3/4" STEEL SHAFT
WITH SUFFICIENT
COUNTERWEIGHT ON
ARM KEYED TO SHAFT
WITH SET SCREW
2 3/4q
WASHER L
COTTER KEY
AT EACH END
-
"I
-P
o
*
Y
-
1
*12 MESH
-015 TO -03 GAGE
ALUMINUM OR BRONZE SCREEN
DETAIL
-
~
n
DETA I L
.
I'
. '
0 .
. '
d-
EYE TO PL 5/8
GRAVEL FILL
-\
\I
I
a
FIN GR
Ii E!
I
I
UI
a *
- . .
4
.
'
. b
. b e
. '
.b 4
FLUID
WA-ING
II
ELASTOMERIC SHEET
BOND BREAKER
SEE FRONT WALL EL
.'FOR WALL THICKNESS'
[PIPE SLEEVE DIA
SAME
DIA, AS
SEESTACK
VENTILATION
SCHEDULE 1
STD PIPE
[SEE VENTILATION
ScHuXllE, THIS SH,
FOR SIZE AND NUM&ER)
.'
PROTECTIVE COVERING
CLAWING RING
ADHESIVE
PROTECTIVE COVERING
ADHESIVE
\ 1 '-0"X1'-0"
FILTER CLOTH
TEE, BUTT WELDED
PIPE SLEEVE
WITH 3" FLANGE
r
DETA IL
SCALE: 1v/=
1'4"
3f4
ELASTOMERIC
SHEET
LSTD
WEIGHT WROUGHT
STEEL CALV PIPE
SCREWS
~
SECTION
NO SCALE
12"
-.
h 4 0 0 _ , 4 " , 1 -FILTER
-
'UWII
ow&
/'FILTER
CLOTH
.
--
-
CLOTH
I
I
SEALANT
ADHESIVE
BACKER STRIP-
y""
ym-
BREAKER
CRACK OR JOINT
I
CRACK OR JOINT
DETAIL
-
I
I ABOVE
9O'F (32?ClI
50' TO 80'
STACK
I10 "@-
2 EA
ILESSTHAN 50'
I 8"@- 2 EA I
*5
I-
\
30 BAR DIAMETERS
(DEFORMED OoWiELSl
*6
1-g
I
I
PREMOLDED OR
METAL STRIP
INTERIOR FACE
OR,^^^^^,
CUT ALTERNATE
I N BOTH FACES AT
JOINT DO NOT CUT
HORIZONTAL BARS AT
TOP OF WALL
,f
DOWELS
I
I
t
I
I
t
TYPICAL GROOVE F O R 1
EXTERIOR WALL FACE
I
I
I
*7
VERTICAL CONSTRUCTION JOINT
CONCRETE WALL JOINT DETAILS
'\-DOWELS 60 BAR
DIAMETERS LONG
ELEVATION SHOWING
PLACING OF DOWELS
*S
100 PSF
VARIES
2000 PSF
1000 PSF
ZONE
4000 4
PSF
.
2 -5
0 -33
-50
200 PCI
j O c = 4000 P S I
A. CONCRETE 28-DAY COMPRESSIVE STRENGTH (UNO)
B, REINFORCING STEEL
STIRRUPS AND TIES
ALL OTHER
WELDED WIRE FABRIC
C. STRUCTURAL STEEL SHAPES & PLATES
Fy = 40
Fu
60 K S I MIN
Fu = 60 K S I MIN
Fu = 36 K S I
3 , THIS STRUCTURE I S DESIGNED I N ACCORDANCE WITH THE STRENGTH DESIGN METHOD
OF BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ( A C I 318) AND THE
PROCEDURES AND REQUIREMENTS OF NAVFAC P-397, "STRUCTURES TO RESIST THE
EFFECTS OF ACCIDENTAL EXPLOSIONS."
4. ELEVATION OF BOTTOM OF FTG SHALL BE ESTABLISHED BELOW THE DEPTH OF
FROST PENETRATION. FOOTING SHALL BE LOWERED AS REQUIRED TO OBTAIN
SUITABLE BEARING. ALL UNSUITABLE F
ATION MATERIAL SHALL 13E
REMOVED WITH FOOTINGS RESTING ON UNDISTURED SOIL WITH A MINIMUM
BEARING CAPACITY OF 4000 PSF. I F AN ALLOWABLE SOIL BEARING OTHER THAN
4000 PSF I S ASSUMED, THEN FOOTINGS MUST BE REDESIGNED.
5 . FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE
"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL
STEEL FOR BUILDINGS, NOVEMBER0 1978."
6 . ALL REINFORCEMENT SHALL BE DETAILED, FABRICATED, AND PLACED I N
ACCORDANCE WITH A C I 315-80, UNLESS OTHERWISE SHOW. MINIMUM SPLICE
LENGTHS SHALL BE AS SHOWN I N TABLE- 10 THIS SH, UNLESS OTHERWISE INDICATED.
ALL HOOKS ARE 90' STANDARD HOOKS, UNLESS NOTED OTHERWISE. PROVIDE DOWELS
TO MATCH REINF I N WALLS.
78 UNLESS OTHERWISE SHOWN, REINFORCEMENT AT WALL CORNERS AND INTERSECTIONS
SHALL BE I N ACCORDANCE WITH DETAILS SHOWN I N A C I 315-80 AND LAP SPLICES
SHALL BE CLASS C.
L
98 UNLESS OTHERWISE SHOWN, FLOOR SLAB ON GRADE SHALL BE 10 INCHES THICK
AND SHALL BE REINFORCED WITH TWO LAYERS OF 6X6-W4XW4 WELDED WIRE
FABRIC. A POLYETHYLENE VAPOR BARRIER AND 4" CAPILLARY WATER BARRIER
SHALL BE PLACED BENEATH ALL S L A B S ON GRADE.
10. PROVIDE ADEQUATE INSPECTION PANELS I N WALL FORMING TO FACILITATE CONCRETE
PLACEMENT, TO INSURE THAT NO VOIDS OCCUR, AND THAT ADEQUATE COMPACTION
I S ATTAINED.
Isro'
11. CONTINUOUS REINFORCING I N WALLS AND FOOTINGS MAY BE SPLICED, AS
REQUIRED, PROVIDING BARS ARE OF THE LONGEST PRACTICABLE LENGTH AND
SPLICES ARE SHOWN ON THE REINFORCING SHOP DRAWINS. SEE TABLE-1, THIS SH,
21 (533MM)
26 (660MM)
138 WHERE THE WATER TABLE I S NEAR THE ELEVATION OF THE MAGAZINE FLOOR SLAB,
THE DETAILS SHALL BE MODIFIED TO PREVENT WATER SEEPAGE INTO THE
MAGAZINE (E G
WATERSTOPS 1
.
144. PROVIDE CRACK CONTROL JOINTS I N SLAB ON CRAW AT 25'-0" ON CENTER
UNLESS OTHERWISE SHOWN.
15. ALL DRAWINGS ARE REFERENCED TO A FINISHED FLOOR ELEVATION 100°-O"(OmOOMI
FOR TRUE SITE ELEVATION0 SEE GRADING AND DRAINAGE PLANS.
METRIC CONVERSIONS
31 (787MM)
39 (991MM)
51 (1295MM)
'/lS"
=
2MM
tsn
t4
y* n
y4
=
3MM
=
6MM
1OMM
19MM
25MM
32MM
38MM
51MM
57MM
64MM
70MM
=
=
1" =
194" =
65 t165lMM)
M FOR BARS SPACED 6" OR MORE,
MULIPLY TABLE
VALUES BY .8 EXCEPT NO SPLICE LENGTH
SHALL BE LESS THAN 12".
1 Vz"
2"
2V4"
2 V'"
2v4*
FOR HORIZONTAL BARS I N THE HEADER BEAM,
MULTIPLY THE TABULATED VALUES BY 1.4.
(SEE SECT 3/S3 AND SECT 3/S4)
I
GRAPHIC SCALES
= 10
-'"-
10"
12"
15
--
C. ROOF LIVE LOAD (MAINTENANCE EQUIPMENT)
D. ROOF DEAD LOAD ( 2 FT MIN EARTH FILL)
E m FLOOR L I V E LOAD
F. LOAOINCRAMP OR LOADIN DOCK LIVE LOAD
G. SEISMIC DATA
H A
S
S
W
D ALLOWABLE SOIL BEARING
I.ASSUMED DYNAMIC RESPONSE (SOIL BEARING)
J . ASSUMED LATERAL SOIL PRESSURE COEFFICIENT
K, ASSUMED COEFFICIENT OF FRICTION (CONC ON SOIL1
L. ASSUMED SUBGRADE MODULUS
I0
1-1/2"
FAILURE
CRITERIA
DUCTILITY
MAXIMUM SUPPORT
ROTAT I
ON
RAT I 0
20 MS
20 MS
158 P S I
158 P S I
3dbk
#H
nTMFNSIONS FOR
ST IRRUPS
LEXTERIOR
FACE
I
CONTROL J 0 INT
I f
I
L~~~~~~~
GROOVE FOR
EXTERIOR WALL FACE
BLAST DOOR
HEADWALL
'0
r 18" PLAIN
TIME
ON
DURAT I
.
MINIMUM
SPLICE LENGTH##
(INCHES)
*8
SLEEVE
TYPICAL GROOVE FOR ALL
INTERIOR
UNEXPOSED
WALL FACES
CONST JT
'52
BAR
SIZE
I
*4
/
DESIGN BLAST
OVERPRESSURE
= 0.8Qv*
12. SUBSURFACE DRAIN TO BE SITE ADAPTED TO DRAIN TO FRONT OR REAR OF MAGAZINE.
NOSCALE
r-TYPICAL GROOVE FOR ALL
INTERIOR OR UNEXPOSED WALL
FACES
. ELEMENT
STRUCTURAL
= 0.5
= 2.0Wh
( U r n s mUNITS)
(METRIC UNITS)
(U.S. UNITS)
(METRIC UNITS)
PROVIDE CONCRETE PROTECTION FOR ALL REINFORCING
I[ A
NCACCORDANCE
I 318-77)
WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
TABLE- 1
MINIMUM SPLICE LENGTH#
FLASHING AT JOINTS AND CRACKS
I N THE CONCRETE (LESS THAN 1/4" WIDE)
NOSCALE
FRONT-TO-REAR
= 1.23%
88 UNLESS OTHERWISE SHOWN,
I
SCALE: 1 1/2"= 1'-0"
LENGTH OF MAGAZINE
t
END OF
VENTILATOR STACK
VENTILATION SCHEDULE
OUTSIDE
DESIGN
TEMPERATURE
CAP ILARY WATER
BARRIER AT OPEN
WEU)
fa
DETA IL
ELASTOMERIC SHEET-
ELASTOMERIC SHEETA
\
FIRE DAMPER
CRANUUIR FILL
PROTECTIVE COVERING
FLUID APPLIED
WATERPROOFING-
PROTECTIVE COVERING
ADHESIVE-
A
r
I
I I!
1/2" SPACER
L3/4"Xl/8M
STL STRAPS (31
TO DAMPER & KEY TO SHAFT
WITH SET SCREWS
Y
FLUID
APPLIED
WATERPRWFING-
a
'1 /
1y
STL SHAFT
\1/2"
s1.10
s4
-.-
FLUID APPLIED
WATERPROOFING
PROTECTIVE COVERING
-
no
I
ELASTWERIC SHEET
~ 1 / 8 "THICK STL DAMPER
FLUID-APPLIED
WATERPROOFING
4
( 21
D
D
D
D
2. MATERIAL STRENGTHS
ADHESIVE
II
1
/---FINISH GRADE
PROV IDE
DAMPROOFING
BELOW GRADE
I
SCALE: 1 1/2"=1'-0" ~1ols10'
- APPLIED
7
I
SECT ION
POSITION
*'C
' LOSED
\
CAST IRON GALV
FLANGE TAPPED
REINF NOT
SHW
FIRE DAMPER
SEE DET 6/S10
v
I
'I nI ! *i
0
*I
PROTECTIVE COVERING-
I
SIDE-TO-SIDE
COUNTERWEIGHT
AS REQO
SECURITY VENT
SCALE: 1 1/2"= 1'-O"
B
(11
1/16" FLEX COP CABLE
i
LWELD
s10 s10
I
- . .
. '
A. BLAST LOAD: BASED ON INTERMAGAZINE SEPARATION DISTANCES D FOR A
QUANTITY OF HIGH EXPLOSIVE W EQUAL TO 500,000 POUNDS (Q=227,000 KG)
EQUIVALENT TNT, AS FOLLOWS:
I
4-1/4"$ SELF
TAPPING SCREWS
-
4
GENERAL NOTES
. DESIGN LOADS
/--VENTILATOR
SCALE: 1 1/2"=1'
ll2"
LEL
101 L O "
(0.30M 1
'IN FLOOR
1/2"X1/4"
.
II
SCALE: 3"= 1'-O"
t2
FUSIBLE L I W
1/16'' FLEX COPPER
CABLE
1/2"X1/2" FRAME WITH
SCREEN (SEE DET 2)
II
(TYP)
1
I
DETA IL
PREP'D BY DATE APPROVED
DESCRIPTION
4
PL 5/8X 3 1/2
WELD ALL JOINTS
2 1/4"(
,LTR
12" 9" 6" 3" 0
1'
=
=
=
=
=
3"
4"
5"
6"
=
.=
6 V2# =
76MM
102MM
127MM
152MM
165MM
694"
8" =
203MM
171MM
9"
10"
1 '-0"
1 '-6"
=
=
1'-11"
2'- 0"
2 '-5"
4 '-0"
=
584MM
= 610MM
= 737MM
= 1220MM
= 228MM
= 254MM
=
=
305MM
457MM
CHECK GRAPHIC SCALES BEFORE USING
LTR
..
. b
CANOPY
'. ..-;* . . ..
- .
b '
\
. b
.
II
II
II
II
. b
*
n
A
II
.:... .- . ., .
1
1-
I
;.Il
:*.
. I
PROVIDE BOLTED CONNECT I ON
AT CENTER OF BUS FOR CABLE
FROM GROUND GIRDLE
ORDNANCE GROUNDING BUS BAR ,
SEE NOTE 8 AND D E T A I L m
r A L L TYPE A
C ARCH MAGAZINE
/-
L
LIGHTING FIXTURE - CEILING TYPE A
LETTER DENOTES SWITCH CONTROL
BRACKET TYPE B
LIGHTING FIXTURE
@
SINGLE RECEPTACLE
0
JUNCTION BOX,
-
ING RAMP
rnTYPE
7
0,
0-I
AIB
*LOAD
NOTE: ALL LTG FIXTURES ARE 200
WATT SIZE, FOR DESCRIPTION SEE
LTG FIXTURE SCHEDULE, TOTAL NUMBER
OF FIXTURES DEPENDS ON LENGTH OF
MAGAZINE, MAGAZINE LENGTH SHOWN
B
B
A
f
b *
I
7
/
r UK
MOTOR CONTROLLER FOR
DOOR OPEN/CLOSE MOTOR
liKUUNU1 Nli
SEE TYPICAL GROUNDING
PLAN ON SHEET E2m
STANDOFF 1NsuLAToRs
1" EMPTY CONDUIT
FOR I D S SYSTEM
TYPICAL PLAN
LENGTH V A R I E S 5 0 ' THROUGH 8 0 '
Y," =
I l l
\
-
SP-20AI
120/277V
(SUBSCRIPT
DISTRIBUTION PANELBOARD 120/240V~1@~3W~S/N~SOLID
GROUND BUS I N NEMA
3 R ENCLOSURE
GROUNDING CONDUCTOR AS DESCRIBED (SEE NOTE 5)
GROUND ROD (DRIVEN I N EARTH) W/TEST POCKET
XP
EXPLOSION PROOF
WP
WEATHER PROOF
9
MOTOR
D
IXI
CABLE TO CABLE CONNECTION BY EXOTHERMIC WELD PROCESS
-
NUMBER DENOTES HORSEPOWER
MOTOR CONTROLLER
NOTES
1 , INTERIOR ELECTRICAL EQUIPMENT AND I T S INSTALLATION SHALL CONFORM
TO NATIONAL ELECTRICAL CODE NFPA 70 LATEST REVISION FOR THE TYPE OF
HAZARDOUS LOCATION INVOLVED AND AS A MINIMUM CLASS 1. D I V I S I O N I f ,
GROUP D AND CLASS 11, D I V I S I O N 11, GROUP G m
-PANELBOARD
TO BE LOCATED
UNDER CANOPY, SEE FRONT
WALL ELEVATION ON THIS SHEET.
SEE FRONT WALL ELEVATION FOR WIRING
I
CONTINUOUS BURIED GND GIRDLE - NO, 1/0 AWG
BARE STRANDED COPPER CABLE-1'-6''
MIN, BELOW
GRADE EXCEPT 2'-0" MINm UNDER ROADWAY
(SEE NOTE 61
I
11
I
WALL MOUNTED
---
0
I
\
-
WIRING I N R I G I D CONDUIT - EXPOSED (CROSS MARKS
DENOTE NUMBER OF WIRES WHEN OTHER THAN TWO)
I D S JUNCTION BOX--\
\ I
GND TYPE
L O C A L SWITCH WITH PILOT LIGHT
DENOTES FIXTURE CONTROL)
/
PROVIDE BOLTED CONNECTION
AT CENTER OF BUS FOR CABLE
FROM GROUND GIRDLE
-
--H-
1"EMPTY CONDUIT
FOR I D S SYSTEM
CONCRETE ARC.
SCALE:
-
EXPLOSION PROOF SEAL F I T T I N G I N CONDUIT RUN
-DOOR LOCK ING
DEV I C E
-DOOR OPEN/CLOSE
MOTOR
A
DOOR L I M I T SWI
ORDNANCE GROUNDING BUS BAR
SEE NOTE 8 AND DETAIL
IPREPJD
BYIDATEI
APPROVED
SEE LTG
F IXTURE
SCHEDULE ON
NAVFAC DRAWING
1404324
20A,125V,3P
-43-
--
A
I
LEGEND
DOOR L I M I T
SWITCH
-
REVISIONS
DESCRIPTION
/
I!
2, RACEWAY SHALL BE R I G I D STEEL,
THREADED CONDUIT MINm S I Z E 3/4"m
3, CONDUCTORS SHALL BE COPPER WITH RHW OR THW INSULATION [EXCEPT
GROUND CONDUCTOR) MINIMUM S I Z E NO, 12AWGm
SERVICE CND SEE
ELEV, b SINGLE L I N E
DIAGRAM
1'4"
a
4, GROUND RODS SHALL BE INSTALLED I N UNDISTURBED EARTH AND SHALL NOT
BE LOCATED I N OR UNDER PAVING OF ANY KIND OR I N ANY UNPAVED WALK.
PATH OR ROADWAY,
5 , FOR GENERAL GROUNDING REQUIREMENTS REFER TO NAVFAC STANDARD
SPECIFICATION .M18
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 DETAILS OF CONCRETE ARCH GROUNDING CONNECTIONS SEE NAVFAC DWG
1404324
RUN EXPOSED ON BACK O F
CONCRETE WALL 1/0 AWG BARE STRANDED
COPPER CABLE TO GROUND GIRDLE,(
EXTEND CONDUIT UNDER AND MOUNT
FIXTURE ON FACE OF METAL CANOPY,
COORDINATE CLEARANCES,
7
2'-0" MIN
A I R TERMINAL
/
,
I
1
AV
0
I
I
I
I
MOUNT PANELBOARD
V4" OFF WALL
10*121 1" CND
f
0
- +
RUN EXPOSED ON BACK OF
CONCRETE WALL, * l / O AWG
BARE STRANDED COPPER CABLE
TO GROUND GIRDLE
0
I
1
5
NOTE:
RUN * l / O AWG BARE STRANDED COPPER CABLE
TO TROLLEY TRACK AND DOOR FRAME
D E T A I L - G R O U N D I N G OF RR T R A C K
4
-
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 BUILDING
SHALL BE BONDED TO GROUND GIRDLE, CONNECTIONS SHALL
BARE STRANDED COPPER WIRE OR EQUIVALENT
BE NO, 6 AWG MI",
CAPACITY COPPER BRAID STRAP,
I
J
- - --
a-
L I M I T SWITCH
4*12.
94''
CND
--1
I
I
DOOR L I M I T SWITCH
WALL
METRIC CONVERSIONS
'II
V4"
!II
94"
1Vz"
SERVICE GROUND ROD WITH CONNECTION TO
NEUTRAL BAR I N PANELBOARD, *6 AWG BARE STRANDED
COPPER I N =)/ " R I G I D CND BOND GROUND ROD
CONOUCTOR T 6 END OF CND AND GROUND ROD.
a
o
-I
bl
COPPER CLAD STEEL
GROUND ROD 1" D I A
LENGTH AS
REQUIRED
n
CHECK GRAPHIC SCALES BEFORE USING
DapMTwENT w THE mw
NAVAL F A C I L I T I E S ENGINEE
GROUND CONNECTION TO STRUCTURE
* l / O AWG BARE STRANDED COPPER CABLE
12"
SERVICE CND, 2'-0" MIN.
BELOW F I N GR. RUN 50' MIN,
FROM STRUCTURE
STANDARD
EARTH-COVERED CONCRETE ARCH MAGAZINE
4
FRONT WALL E L E V A T I O N
TYPICAL GND ROD INSTALLATION
DETAIL
NO SCALE
rN00882.Cl711
38MM
=
51MM
= 305MM
= 157MM
= 610MM
= 3050MM
80'-0" = 21,BM
I
I
=
6MM
1OMM
19MM
2"
1'-0"
1'-6"
2'-OW
10 '-0 "
I
OlF
=
9." =
I
E
Of
STD DWG, I F RAILROAD
I S USED. PROVIDE
GROUNDING AS INDICATED,
-'I1
I
AD
RAILROAD NOT PART
NO SCALE
[LOOOR
I
0
GRADE
METAL CANOPY NOT
SHOWN FOR CLARITY
1
3*12, 9 4 " CND
M A I M AND
DISTRIBUTION
PANELBOARD
MOUNTING HEIGHT
6'-0" TO TOP
J
U
T-7
I
1" C N D s e
8*12,
-
WELD COPPER CABLE
TO RAILS
RUN EXPOSED ON BACK OF CONCRETE
WALL * l / O AWG BARE STRANDED COPPER
CABLE
8, ORDNANCE GROUNDING BUS BAR SHALL BE FOR EQUIPMENT GROUNDING ONLY
AND SHALL HAVE ONE POINT GROUND CONNECTION TO 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 LIMITED NUMBER OF MAGAZINES ONLY,
'El&
'
GRAPHIC SCALES
4'
2'
0
4'
8'
1/4" = Y-0" 7
12S"O 1' 2' 3' 4' 5' 6' 7'
3/8" = 1'-0"
ELECTRICAL
PLANS AND DETAILS
1404323
0
c.
w
rd
w
LTR
* l / O AWG BARE STRANDED COPPER
CABLE FOR ORDNANCE GROUNDING BUS
TOP OF FDN WALL
CONTINUOUS SLOT CONC INSERT OF
13/16"X13/32" 19 CAGE STL CHANNEL
ROUND ROD (TYP 1
CERAMIC STANDOFF INSULATOR 3/4" D I A
1 1/2" L G W/lO-32 TDH HOLE
END SPACE 2 '-0'' APART
EQUIP CNDG BUS BAR
OF 1 / 8 " X l " CONTINUOUS
COPPER STRAP
1,
* l / O AWG BARE STRANDED COPPER
CABLE, CONNECT VENTILATORS TOGETHER
I F MORE THAN ONE VENTILATOR
VENTILATOR
SEE DETAIL
* l / O AWG BARE STRANDED COPPER
CABLE TO TROLLEY TRACK AND
ii
* l / O AWG BARE STRANDED
COPPER GROUND GIRDLE
J
* l / O AWG BARE STRANDED COPPER
CABLE FOR ORDNANCE GROUNDING BUS
-w+
#6 AWG BARE STRANDED COPPER
TO METALLIC EQUIPMENT (TYP)
*--
-
I
PREP'D BY DATE APPROVED
DESCRIPTION
A I R TERMINAL
*6 AWG BARE ST ANDED
COPPER CABLE, $4'' CND
CONNECT TO NEUTRAL BUS
OF PANELBOARD
SERVICE GROUND
I
1I
ARCH
TYPE
10-32X3/8" LONG
BRONZE MACH SCREW
SPRING NUT
SECT ION
MAGAZINE S I Z E
\
10-32X5/8" LONG
THO STL ROD
10-32
ELECTRICAL LOAD SCHEDULE
WIDTH
(FT)
LENGTH
1
25
80
2
25
50
(FT)
EXTER IOR
LGT F I X
QTY
WATTS
1
2
2
INTER IOR
RECP
QTY
1
RECP
LTG FIX
QTY
WATTS
1
WATTS
200
1
900
10
200
200
1
900
5
200
MOTOR
QTY
1
PANEL TOTAL
QTY
SIZE
( 1 MAG)
[KWI %
1
2880
2 HP
6.2
1
2 HP
7880
5.2
WATTS
0
0
FRONT VIEW
ORDNANCE GROUNDING BUS BAR
GROUNDING CONDUCTOR FROM STRUCTURE (TYP)
* l / O AWG BARE STRANDED COPPER CABLE (TYP)
DETA IL
I
NO SCALE
TYPICAL
GROUNDING PLAN
20'-O"
SCALE: 1"
I
E l E2'
E2
I
SLOPE TO OUTSIDE
SEE NOTE 8,
ON SHEET E - 1 . 7
I N NEMA 3 R ENCL.
MA I N S : 60A. W60A BKR
BRANCHES: LTGS 8, RCPTS
2 0 A a RCPT G F C I TYPE,
MOTOR : 2P-30AMP
A I C : 1 O I O O O A SYM
.
OPENING L I M I T SWITCH
L1
ORDNANCE GROUNDING
BUS BAR SEE SECT
f
KEY OPERATED
ON/OFF SWITCH
OPENING AND CLOSING
CONTACTS7
N
OPENING I
L I M I T SWITCHES
I
///
OPEN
I
NON-METALLIC SLEEVE
THROUGH CONCRETE WALL
SEAL WITH WATERPROOF
SEALANT AFTER CABLE
INSTALLATION
EXST GRADE
\r
CLOSING LIMIT
/
\
SWITCH)--'
L1
I
\CLOSING
MOTOR
SPACE
-t-
S O L I D NEUTRAL GROUNDED
,
DISTRIBUTION PANELBOARD
1
I
~~~t~~
L IGHTS
5
-
SPARE
-
\
SOL I D
GROUND
BUS
COIL
DOOR WIRING AND CONTROL D I A G R A M
NO SCALE
INCOMING UNDERGROUND
SERVICE, 120/240 VOLT, 3W,
1 PHASE, 60HZ - 2" CND
2 ' - 0 " MIN BELOW F I N GRADE
ALL CONNECTIONS TO REBARS
SHALL BE EXOTHERMIC
NO, 1/0 AWG BARE STRANOED
COPPER CABLE TO GROUND
GIRDLE. ALL EXOTHERMIC CONNECTIONS.
I
\-
+A---
4
I
J
8-
-LIGHTNING
ARRESTOR
ELECTRICAL SERVICE SINGLE LINE DIAGRAM
NO SCALE
q;-,7
. ' - -:
. b .
I
SECT ION
NO SCALE
A I R TERMINAL
1/2" D I A MIN-
U-BOLT
ITYPEI
E21E2'
SUPPORT BAR OF 3/8" X 1 1/2"
STEEL BENT AS SHOWN
CLAMP
GROUNDING TYPE CONNECTOR
SOLDERLESS TYPE CABLE LU
NO. 110 AWG BARE STRANDED
COPPER CABLE TO GROUND GIRDLE
LIGHTING FIXTURE SCHEDULE
1
,
ISIZE I
A
200w
EXPLOSION PROOF INCANDESCENT CEILING
MOUNTED ASSEMBLY WITH CLEAR LAMPaGLOBE
GUARD AND DOME REFLECTOR SUITABLE
FOR HAZARDOUS LOCATION CLASS 1, D I V
GROUP D AND CLASS I 1 0 D I V I 1 0 GROUP G
B
VAPOR TIGHT INCANDESCENT WALL MOUNTED
FIXTURE, ENCLOSED AND GASKETED, WITH
CLEAR LAMP, GLOBE, GUARD AND 30"
ANGLE REFLECTOR - TO BE OPERATED BY
PHOTO-CELL MOUNTED ABOVE FIXTURE.
200W
1" WIDE X 1/8" THICK STEEL
BAND. CLAMP TO VENT P I P E AND
BOLT TO SUPPORT BAR.
COORDINATE LOCATION
WITH COUNTERWEIGHT.
4
b
VENTILATOR GROUNDING
DETA IL
NO SCALE
'
E2&2
METRIC CONVERSIONS
6MM
13MM
1
OMM
'
19MM
38MM
30fMM
20 -0
457MM
6 1OMM
= 6096MM
CHECK GRAPHIC SCALES BEFORE USING
Hnm. m
y #
lylTToRN
4
m
m
EARTH-COVERED CONCRETE ARCH MAGAZINE
GRAPHIC SCALES
\
20'
10'
0
10' 20' 30' 40'
ELECTRICAL
SCHEDULES AND SINGLE L I N E DIAGRAM