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GENERAL NOTES
MATERIALS AND CONSTRUCT=
.
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1.
A L L CONCRETE SHALL .HAVE A MINIMUM COMPRESSIVE STRENGTH @F f ' c = 4,000 P S I
A T 28 DAYS.
2.
A L L REINFORCING BARS SHALL CONFORM TO THE S P E C I F I C A T I O N FOR DEFORMED B I L L E T
ESIGNATION A 6 1 5 , GRADE 60.
S T E E L BARS FOR CONCRETE REINFORCEM
3.
CONCRETE AGGREGATE SHALL HAVE A MA IMUM S I Z E OF 1 INCH.
4.
A L L REINFORCING BARS SHALL BE CONTINUO
OTHERWISE SHOWN ON THE DRAWINGS.
5.
EXCEPT AS NOTED, A L L CONCYETE CONSTRUC
THE LATEST 'STANDARDS OF THE MANUAL OF STANDAR
REINFORCED CONCRETE STRUCTURES ( A C I 315), AND
FOR REINFORCED CONCRETE ( A C I 318).
5.
EXCEPT FOR WELDED WIRE FABRIC, NO WELDING
PERMITTED UNLESS I N D I C A T E C ON DRAWINGS.
7.
A L L STRUCTURAL STEEL, METJE. DOGRS, EQUIPMENT,
GROUND BUSES WITH #2 COPPER GROUfiD CABLE.
8.
STRUCTURAL STEEL SHAPES SHALL CONFORM TO THE
CARBON STEEL, ASTM DESIGNATION A36.
9.
A L L STRUCTURAL STEEL PLATES SHALL CONFORM TO
@ l Q
CARBON STEEL SHEET AND S T R I P , STRIJCTURAL
10.
METAL ROOFING, S I D I N G , AND FLASHINGS SHALL C
THE DESIGN OF L I G H T GAUGE COLD-FORMED STRUCTURAL S T
EDITION.
i
1
OF
BARS SHALL BE
I
r o
(2
'0
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6
---\ti--1
11.
F A B R I C A T I O N AND ERECTION OF STRUCTURAL STEEL QHALL CONFORM TO THE S P E C I F I C A TIONS FOR THE DESIGN, FABRICATION AND ERECTIO~ OF STRUCTURAL STEEL FOR
BUILDINGS, LATEST E D I T I O N .
12,
WELDING FOR STRUCTURAL STEEL. S H A L L CONFORM TO THF STRUCTURAL WELDING CODE,
AWS D 1 . l , LATEST E D I T I O N .
13.
BOLTS, NUTS AND WASHERS SHALL CONFORM TO THE S P E C I F I C A T I O N FOR LOW CARBON
STEEL THREADED STANDARD FASTENERS, ASTM DESIGNATION A 3 0 7 , GRADE A, AND H I G H
STRENGTH BOLTS FOR STRUCTURAL STEEL J O I N T S , ASTM DESIGNATION A 3 2 5 . A L L
BOLTS SHALL HAVE THREADS EXCLUDED FROM THE SHEAR PLANE.
14.
A L L STRUCTURAL STEEL SHALL BE CLEANED AND PAINTED I N ACCORDANCE WITH THE
PROCEDURES G I V E N I N NOTES ON SHEET S- 9,
15.
TOP 12 INCHES OF SUBGRAGE SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY
I N ACCORDANCE WITH ASTM STANDARD D 1 5 5 7 .
16.
UNLESS NOTED ON DRAWINGS, S P L I C E LENGTH OF REINFORCING BARS S H A L L BE I N
ACCORDANCE WITH THE REQUIREMENTS OF ACT 318 ( L A T E S T E D I T I O N ) FOR CLASS
C SPLICES.
17.
FOR F I L L E T WELD S I Z E S NOT SHOWN ON D.RAWINGS, PROVIDE MINIMUM S I Z E F I L L E T
WELDS I N ACCORDANCE WITH WEI.DING CODE AWS D l . 1 , LATEST E D I T I O N .
_ _ --- UNLESS SHOWN OTHERWISE, A L L RE1
NG BAR HOOKIS
I N ACCORDANCE WITH B U I L D I N G CODE REQUIREMENTS FOR REINFORCED CONCRETE
A C I 313, LATEST E D I T I O N .
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SECTION TAKEN
ON T H I S SHEET
NO.
A
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18.
FLO
MEMBERS, LATEST
Tw
SEiii;!
ELEV. SHOWN
ON T H I S SH. NO.
SI S3 - SECTION
SHOWN
ON T H I S SHEET NO.
ELEV. TAKEN ON T H I S
SH. NO.
S O I L DATA
1
A.
B.
C.
D.
-
ASSUMED S O I L BEARING PRESSURE
ASSUMED DYNAMIC RESPONSE FACTOR ( S O I L BEARING)
ASSUMED LATERAL S O I L PRESSURE COEF.:
MAGAZ IN E WALLS
WING WALLS
ASSUMED CCEF. OF F R I C T I O N (CONC. ON W l L )
4,000 P S F
2.5
-
3
0.5
0.3
0.50
II
-
DESIGN LOADS
f
I
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0
STATIC LOADS:
G"H A l$N e H
A.
B.
C.
D.
-
ROOF DEAD LOAD (lb FT. EARTH FILL +6" GRAVEL)
FLOOR L I V E LOAD
PLATFORM AND RAMP L I V E LOAD
ROOF L I V E LOAD
--
200
2,000
1,000
100
PSF
PSF
PSF
PSF
SEISMIC LOAD:
ADEQUATE FOR S E I S M I C LOADS INDUCED BY EARTHQUAKE MOTIONS U P TO ZONE 4.
BLAST LOAO:
'BASED ON INTERMAGAZINE SEPARATION DISTANCES FOR A QUANTITY ( W ) OF M.E.
350,000 L B S AS FOLLOWS:
EQUAL TO
'
+
A.
ROOF:
B.
HEADWALL:
W
E-
3
DONOR MAGAZINE LOCATED AT 2w113 TO THE REAR OF THE ACCEPTOR
MAGAZINE.
DONOR MAGAZINE LOCATED AT 2w113 TO THE FRONT O F THE ACCEPTOR
MAGAZINE.
PSO'
108
a-
m g
ML'
a
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g
tx
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1
=
3
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705 psi - m s
t r = l O to = 17.6
/
TIME (ms)
HEAD WALL LOADING
ROOF LOADING
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TIME (rns).
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PREP'D BY DATE' APPROVED
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DESCRIPTION
I
R. A.
I I - 2-88
N. D
PREP'D B Y
I DATE I
APPROVED
REVI.SIONS
NAVAL FACILITIES ENGINEERING COMMAND
WASHINGTON, C
DEPARTMENT OF THE NAVY
STANDARD DRAWING
IF T H E D R A W I N G IS A R E D U C T I O N ,
B O X M A G A Z I N E TYPE C
GRAPHIC SCALE MUST BE USED
9
5'
to'
15'
:
FLOOR PLAN 8 ROOF P L A N
4
F
'IZE
(WITH EXTERIOR PLATFORM)
I
CODE IDENT.NO.
80091
I
1404431
NAVFAC BRAWING NO.
I s-i
f
I
IN LIEU OF SUBSURFACE DRAINAGE SYSTEM (GRANULAR FILL, FILTER
FABRIC, PERFORATED DRAIN) AND THE PROTECTION BOARD FOR THE
CONTINUOUS MEMBRANE WATERPROOFING INDICATED, THE
CONTRACTOR MAY PROVIDE THE OPTIONAL SUBDRAINAGE SYSTEM
CONSISTING OF PERFORATED DRAIN AND GRANULAR FILL,
WATERPROOFING MEMBRANE, PREFABRICATED DRAINAGE BOARD OR
MAT, AND FILTER FABRIC. PROTECTION BOARD IS ACCEPTABLE OVER
THE WATERPROOFING MEMBRANE IF REQUIRED BY THE MEMBRANE
MANUFACTURER AT THE MAGAZINE WALLS AND TOP ORIAND AT THE
RETAINING WALLS FOR THE MAGAZINE AS DETAILED BELOW. THE
LOCATION, GRADES, AND MATERIALS SHOWN FOR DOWNSLOPE PIPING
(DRAINAGE AND FILTER FABRlClFlLL MATERIAL) INTO WHICH THE
PREFABRICATED DRAINAGE SYSTEM CONNECTS SHALL NOT VARY FROM
THAT INDICATED. THE OPTIONAL PREFABRICATED DRAINAGE SYSTEMS
LISTED BELOW ARE ACCEPTABLE FOR USE. A COMPLETE SET OF SHOP
DRAWINGS, ALONG WITH THE MANUFACTURERS PRODUCT LITERATURE,
THICKNESS CALCULATIONS, AND INSTALLATION INSTRUCTIONS SHALL BE
SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL:
GEOFAB
BY
MERCANTILE DEVELOPMENT INC.
ENKADRAI N
BY
AMERICAN ENKA CO.
ARMCO CONSTRUCTION PRODUCTS
STRIPDRAIN
BY
MIRAD RAIN
BY
MlRAFl INC.
GEOTECH SYSTEMS CORP.
GEOTECH
BY
-
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INTERSECTION OF PARAPET/ PILASTEW
TOP FACE END PREFAB DKAINAGE SYS.
T U R N F I L T E R FABRIC U P 12"AQAINST
ELASTIC WAPE~PPO@FIN~
SWEET,
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IN FILTER FABRIC (CONT:) TURhl
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cPLATFORM
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EL
.-
/
6"CpPERFQPATED DPAIhl PIPE
WRAPPED NlTH FILTER fA0RlC
4?4?
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OPTIONAL
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1: 3"
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DESCRIPTION
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R. A.
11-2-88
N.D
PREP'D BY
DATE
APPROVED
REV1 S I O N S
~~
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CONSULTING
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BOX M A G A Z I N E TYPE C
IF THE DRAWING I S A REDUCTION,
GRAPHIC SCALE MUST BE U S E D
-
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FRONT ELEVATION AND RETAINING
W A L L DETAILS
-
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5'
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2' 3' 4' 5'
6'
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REV1 S I O N S
AMMANN Ek WHITNEY
CONSULTING
NAVAL FACILITIES ENGINEERING COMMAND
ENGlN EERS
TWO WORLD TRADE CENTER N Y , NY
WASHINGTON, D
DEPARTMENT OF THE NAVY
STANDARD DRAWING
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NORTHERN D I V I S I O N
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DATE
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80091
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N.D
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AMMANN & WHITNEY
CQ NSULT ING
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ENG I NEE RS
1
NAVAL FACILITIES ENGINEERING COMMAND
STANDARD DRAWING
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SLIDING DOOR DETAILS
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NAVAL FACILITIES ENGINEERING COMMAND
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DESCRIPTION
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PANEL SCHEDULE
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GLASS GLOBE WITH GUARD)/"
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GLASS GLOBE SHALL BE OF THE
CIRCUIT BREAKiER WITH
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TYPE
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DOOR 5HALLCONTAlN A HEAT
AND IMPACT RESISTANT GLASS
AND BE WEATHERPROOF
SEALED,THE L A M P HOLDER
SHALL BE SHOCK WEESOSTANT,
FIXTURE SHALL HAVE
INTEGRALLY MOUNT€D PHOTO
ELIECTRIC CONTROL. FIXTURE
SHALL BE CAPABLE OF BEING
AIMED 90VN BOTH
DlRECTIONS FROM THE
VERTlCAL AND/OR
HORIZONTAL P L A N E S , PIX#@
SHALL c-ra;\/ts A 4LI4teTz
TELEPHONE
FA
FIRE ALARM
ID
INTRUSION QETECTlON
0
JUNCTION BOX
N *T.5"
NOT To 5 C A L t
LTR
DESCRIPTION
PREP'D BY
REVISIONS
*
THE \NGLUSIO\\S 0
AND/OR PHOTO
ET€RM\NEP
ITE
LI
AUXILIARY LAMP
TROL SHALL BE
QICTIQN AT EACH
DATE
APPROVED
&UP
_-
FROM MAIN GRID.
RUN ABOVETOP O F
CEOLING
IN EAKTH
- BURIED
(WPIWL)
3. A L L METAL EQUIPMENT A N D PARTS IN THE
BUILDING S H A L L BE BONDED TO GROUND 6US.
4. A L L
BOUNDING CONNECTIONS SHALL
W I T H * G AWG B A R € COPPER GROUND
C A B L E MINIMUM,
I
I
COPPER B U S
et
M ADE
(TYP. - 4 P L A C E S )
Yl/O INSUL,GREEN
CABLE !fd COMDUiT
1
GROUND
*Z/O BC CABLE
RUN ABOVE
CEILING BURIED
IN E A R T ~
R U N THRU
WATERTIGHT SLEEVE IN CEILING
DOWN TO BUS 0 A Q , W E L D
CABLETO BUS
. .
7.
t
3
'MUST 6E
iJ
5EE
NOTEV
@
.'
I[
SITE ADAPTED,
Y
#6 B.C. C A B L E
PERMANENT
CONNECTION (TYRf--,
/
--------
~
1
- - -3-i
\
\
WELD C A B L E CONNECTOR
TO M E T A L PORTION OF
DOOR (TYPlCAL)
L W E A T H E R PROOF TAKF-UP
REELAND CABLE MTD.
I.
LRETf?ACTABLE
REEL TYPE
GROUND CABLE CWP.)
//I
BARE COPPER GROUND CAB
-c-
0
G R O U N D ROD 3/4" X I O ' L G
77-
COPPER GROUND BUS BAR
m
. .
GROUND CABLE TAKE UP R E E L ,
-&-
' E X O T H E R M I C , WELD,
B,C,
BARE COPPER
I
LTR
I '
. -
I
PREP'D
EESCRlPTlON
REV1S ION S
eY'
DATE
APPROVEE
5"X5"X5" CAST IRON JUNCTION B O X
% !i
WP W A T E R T I G H T NEMA 4
ASKETED WITH
O V E R L A P P I N G COVER
5. , SCREWS,
PROVIDE BOSSES ON S l E S E!, COVER
FOR D R I L L I N G G( TAPPING,
t.
B t OG. WALL2
'._
--450
I
Y'
MARINE FLOODLIGHT IN A CORROSION
RESISTANT ALUM. ALLOY HOUSING TRUNNION
TYPE.THE LENS I S TEMPERED GLASS
SEALED 4 THE LAMP I S S U P P O R T E D BY
A SHOCK RESISTANT HOLDER.
AIMING CAPABILITY IS 90°
I N ALL DIRECTIONS..
DISCONNECT S W l T C
CAST
OUTLET
RECESS.
BOX
WITH WP COVER----
P W P SUPPLY
FROM PNL P I
STANDARD L8"X 6"X l/2"
ANGLE 13''LO'NG 5HAU.- k ? f
MOUNTED UNOER THE
CONTINUOUS ANGLE
SUPPORT AND AS SHOWN
/
ON
DETAIL
DRILL 5 - s/
I
LIQUID T1dji-k b = L W + l
TO J B. ON WALL. LOCATE TO
TROLLEY WHEELS
'6'.
''4 MOLES
AN8 S U P P O h UNDER
Sf UCT. ANGLE,
USE 5 - 1/2''@$ 0 1 ~ 5
MOUNTING BRACKET
LB"X 8 " X I/ ' 3"
STRUCT. AN
SEE A R C H .
L
3/C R U B L O R D
DOOR O P f R A T OR
A t
'i
1
1
--'w
480V
I
I
-l
1
g4lJs,
I
J
C O N T ROL T RANSFORME R
ON
1
2"SLIPFITTER
L S I E E L FLOOQLIGHT
BRACKET 't3OLTEO
ON WALL
co RR.METAL
WATERTIGHT CORD
CONN ECTO R WI T H
N E O P R E N E BUSHING
SI
-I!sN--
EXTERIOR FLOODLIGHT DETAIL
RUB. C O R D TO FIXTURE
&3/C
F L O O 0 LlCH T MOUNTING
BRACKET, ARM IS 14 IN, LONG
1-
P L A T FOR M
K E Y SWITCH
I-
SEAL AROUND P I P E JUNCTION BOX
WITH SILICON SEALANT
\
P L A N WEN
N,T.S
D ETAlL
NtT.S6
SLIDING DOOR SCHEMATIC D I A G R A M
THQU THE W A L L
R I G I D CONDUIT
TO LTG, PANEL
GLASS
A SHOCK
I S 90°
k
TO PNL P I
3%I24 I*l2 CNO - 3/4' C
J U N C ~ I O N BOX
MOUNTED ON W A
COMB I NATI 0N
F I€3 ERG LASS
R E INFORC E D .
POLYESTER R E F LECTO R
M E T A L SIDING
<X I/Z"- l3l'LONG
STRUCT.
SEE OET.'C'
ANGLE
LIMIT
SWITCH
I
D O O R CONTROL
PUSH BUTT O N
STATION
PLATFORM
INTERIOR EXPLOSION PROOF
EXTERIOR FLOODLIGHT
SLIDI-NG DOOR
-
LIGHTING FIXTURE MOUNTING DETAIL
DETAIL
N ,ToS.
N,T,S.
WIRING INSTALLATION D I A G R A M
TYPICAL FOR DOOR#I, D O Q R q 2 AND D O O R N 3
\
LTR
DESCRIPTION
PREP'D BY
.
DATE
APPROVED
NAVAL FACILITIES ENGINEERING COMMAND
WASHINGTON. D
DEPARTMENT OF THE NAVY
STANDARD DRAWING
BOX MAGAZINE TYPE C
I F T H I S O R A W I N G IS A REOU'CTION
GRAPHIC SCALES MUST 8 E U S E 0
5'
5'
10'
.SCHEMATIC DIAGRAMS AND DETAILS
IS'
1/8" * l ' - Q "
L.
~~
F
'IZE
1
CODE IDENT.NO.
80091
S C A L E : A~~ H
I
/
w SPEC
I .
I
NAVFAC DRAWING NO.
I
i
.
E-2
1404443
NFSS- M 4 3
ISHEET
14 O F I!
--
-
73
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-5!0 "
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.
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Ill
FLOOR PLAN
I,
rl
O N .y)
I. I
W
f-*
6.43 STEEL
CQUDUf a
I
I
E0
-
I
I
t
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1
t
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'
:
'
I
'
4
I*:. . L
noon
TRENCH7
,.
. *
I
r
..
*-,
I
LTR
DESCRIPTION
PREP'D BY
REV1S ION S
DATE
APPROVED
J
l