DSCN~I(IYYE DR A . CHK Wf 200 STOVALL STREET ALEXANORIA. VA. 2233;

STANDARD

!

REV1 S I ONS LTR DESCRIPTION PREP'D BYDATE APPROVED

NOT PART OF STANDARD DWG SHOWN FOR INFORMATION ONLY

ABBREVIATIONS ANCHOP BOLT ABOUT AMERICAN CONCRETE INSTITUTE ANCHOR AMPERE ASSEMBLY AMERICAN WIRE GAUGE BREAKER CONSTRUCTION JOINT CENTERLINE CONDUIT CLEAR

LG LGTH

LLV LTGS

LARGE, LONG LENGTH LONG LEG VERTICAL L I GHT I NGS

AB ABT AC I AHR AMP ASSY AWG BKR CJ e CND CLR

I

I 12'-0" 12'-0"

I I 99.67 MAX

-7 MACH MAG M A X MET MIN

MACH I NE M A X MAGAZ I MUM I NE

METAL MINIMUM

\

MS NAPEC

MILLISECONDS N A V A L AMMUNITION PRODUCTION

NAVAL F A C I L I T I E S

NATIONAL ELECTRICAL MANUFACTURERS ASSOClATION NEAR FACE NUMBER ON CENTER OPEN1 NG OPPOSITE POUNDS PER CUBIC INCH PLATE

ENGINEERING CENTER

ENGINEERING COMMAND

CONC CONST CONT COORD CTR C Y DET D I A D I M ON DWG DWLS EA EF EJ EL ENCL EQ EQUIP,EQPT

CONCRETE CONSTRUCTION CONTINUOUS COORDINATE CENTER CUBIC YARDs D E T A I L DIAMETER DIMENSION DOWN DRAW I NG DOWELS EACH EACH FACE EXPANS I ON JOINT ELEVATION

EQUAL EQU I PMENT EACH W A Y EXPANS I ON FAHRENHEIT FOUNDATION FAR FACE F I N I S H FIXTURES FLOOR F O O T I NG GALVANIZE GENERAL GROUND FAULT CURRENT INTERRUPTOR GROUND GRADE HEXAGONAL HORSEPOWER

INTRUSION DETECTION SYSTEM 1 JOINT K I P S PER SQUARE INCH K I L O W A T T

ENCLOSE, ENCLOSURE

HIGH POINT \

NAVFAC ROAD -

NEMA NF NO oc 9PNG OPP PC I PL PROJ PSF P S I PVMT R

RCPTS REF RE I NF REQD RHW SECT SH SNT SP SST STD S T I F STL SYMM

T 8.6 THD THW TOS TYP UNO W w/o WPG WT WWF

I , LOADING RAMP c PROJECTION POUNDS PER SQUARE FOOT

PAVEMENT RADIUS RECEPTACLES REFERENCE REINFORCEMENT REQUIRED RUBBER HEAT AND WATER RESISTANT INSULATION SECT ION SHEET SEALANT ( JO INT SEALING MATERIAL) SPACE STAINLESS STEEL STANDARD ST I FFENER STEEL SYMMETRICAL TOP AND BOTTOM THREADED THERMOPLASTIC HEAT AND WATER RESISTANT INSULATION TOP OF STEEL TYPICAL

POUNDS PER S ,~UARE INCH

4 0 ' - 0 " M I N c

I ------l

\ 199 .67 t EW EXPN F FDN FF F I N F I XTS F L FTG G A L V GEN GFC I GND GR HEX HP HPT I D S JT K S I KW

S I T E F I L L \

-10

I I I \lOO.OO

I

MAGAZINE LENGTH

SEE SH S1 UNLESS NOTED OTHERWISE WITH WITHOUT WATERPROOFING WE I GHT WELDED WIRE FABRIC S I T E PLAN

MAGAZINE A T GRADE-LEVEL SCALE: '/8" = 1'-0'' CONTOUR INTERVAL : 2 '

NOTES:

1 . SEE GEN NOTE 15, NAVFAC DWG NO, 1404387 FOR REF ELEVATION.

FOR SINGLE MAGAZINE. CONTBURS M A Y REQUIRE

OR WHERE SOIL OR DRAINAGE CONDITIONS SO INDICATE.

2 . CONTOURS SHOWN REPRESENT T ~ P ~ C A L CONDITIONS

ADJUSTMENT FOR S I T I N G OF MULTIPLE MAGAZINES,

\

IYII~FAC STANDARD DRAWINGS PRODUCED BY: HAYES, SEAY, MATTERN AND MATTERN

ROANOKE, V I R G I N I A ARCHITECTS - ENGINEERS

NUMBER INDICATES WALL 1 SECTION OR ELEVATION OR DETA1.L A LETTER INDICATES BUILDING

SHEET NUMBER SECTION WHERE SECTION, 612 DETAIL OR 7-l ELEVATION / I S TAKEN SHEET NUMBER

D E T A I L OR ELEVATION I S DRAWN

NHERE SECTION, CHECK GRAPHIC SCALES BEFORE USING

O E P A R T ~ N T OF THE NAVY

NAVAL F A C I L I T I E S ENGINEERING COMMAND I /

EARTH-COVERED c I RCULAR COMPOSI TE ARCH MAGAZINE

C I V I L S ITE PLAN AND ABBREVIATIONS

MAGAZINE AT GRADE LEVEL %

oA2kJ$ev-. SIZE CODE IDENT. NO. NAVFAC ORAnIN6 NO.

1404375

GRAPHIC SCALES

1 F . 80091 8' 4' 0 8' 16'

1/8" = 1 '-0" -- ' CONSTR. CONTR. No. 4 SATISFAATORY TO DDESB DATE

EC S 010 #OC1584,C5026A

LTR DESCRIPTION PREP'D BYDATE APPROVED

% I'

.- I REV I S I ONS

SHOWN FOR INFORMATION ONLY

ABBREVIATIONS AB ABT AC I AHR AMP ASSY AWG BKR C J e CND CLR

7 I

~ I

1 I

I '

LHOR BOLT BOUT

AMERICAN CONCRETE INSTITUTE ANCHOR AMPERE

LG LGTH

LLV LTGS

LARGE0 LONG LENGTH LONG LEG V E R T I C A L L I GHT I NGS

12'-0" I 8 12.'-0'' I ASSEMBLY AMERICAN WIRE GAUGE BREAKER CONSTRUCTION JOINT CENTERLINE CONDU I T CLEAR

MACH MAG M A X MET MIN

MACH I NE MAGAZ I NE-' MAX 1 MUM METAL MINIMUM

. 0 I

96 .OO'

/- MS NAPEC

MILLISECONDS NAVAL AMMUNITION PRODUCTION

NAVAL F A C I L I T I E S

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NEAR FACE NUMBER ON CENTER OPEN1 NG OPPOS I TE POUNDS PER CUBIC INCH PLATE PROJECTION POUNDS PER SWARE FOOT

PAVEMENT RAD I US RECEPTACLES REFERENCE REINFORCEMENT REQUIRED RUBBER HEAT AND WATER RESISTANT INSULATIOI SECTION SHEET SEALANT (JOINT SEALING MATERIAL) SPACE STAINLESS STEEL STANDARD I

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

ENGINEERING CENTER

ENGINEERING COMMAND

~ O U N D S PER SQUARE INCH

.

WELDED HIRE Ff ieRIc

1 95.67 CONC CONST CONT COORD CTR C Y DET D I A DIM DN DWG OWLS EA EF EJ EL ENCL EQ

EW EXPN F FDN FF F I N F I X T S FL FTG GALV GEN

. G f C I GND GR HEX HP HPT I DS JT KSI KW

1 EQUfP,EQPT

I

CONCRETE CONSTRUCTION CONTINUOUS COORDINATE CENTER CUBIC YARDS D E T A I L DIAMETER

0 1 MENS I ON DOWN DRAW I NG DOWELS EACH EACH FACE EXPANSION JOINT ELEVATION

EQUAL EQUIPMENT

ENCLDSE, ENCLOSURE

NAVFAC

NEMA NF NO OC OPNG OPP PC I PL PROJ PSF P S I PVMT R

RCPTS REF RE I NF REQD RHW SECT

SH SNT SP SST STD S T I F STL SYMM

T&B THD THW TOS TYP UNO W

* w/o WPG WT WWF

*CURB --m

- a OF RAILROAD

g ROAD -I G E N F R A L ~ - 102

S ITE F I L L /

J.

99.67 EACH WAY EXPANS I ON FAHRENHEIT FOUNDATION FAR FACE, F I N I S H 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 K I L O W A T T

t l ARCH MAGAZINE

- ,L - -

40"" MIN - TOP OF R A I L 95.67 I

CONCRETE - LOAD I NG DOCK

+

i- \ I I \ 100.00

95.67 1 P u>

1

cv Ln

.

\

,

I

T 95.67 '/

MAGAZINE LENGTH * c 30: .L

-n

R A I L STbP '4: SEE SH S l A

S I T E P L A N ,

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 '

NUMBER INDICATES WALL. J S E C T I O N OR ELEVATION OR DETAIL

NAVFAC STANDARD DRAWING PRODUCED BY:

ARCHITECTS - ENGINEERS HAYES, SEAY, MATTERN AND MATTERN

ROANOKE, V IRGINIA

CHECK GRAPHIC SCALES BEFORE USING

NAVAL F A C I L I T I E S ENGINEERING COMMAND I DEPARTMNT OF THE NAVY

1 200 STOVALL STREET ALEXANORIA. VA. 2233

STANDARD DSCN:fi[fi& DR C 4 c c CH(

LETTER INDICATES BUILDING SECT I ON

SHEET NUMBER /Ar\ WHERE SECTION, SJ [s,2

NOTES : DETAIL OR ELEVATION /1_ IS TAKEy

. SHEET NUMBER

ELEVATION IS DRAWN

WHERE SECTION, DETAIL OR *

1 . SEE GEN NOTE 15, NAVFAC DWG N'O. 1404387 FOR, REF ELEVAT I ON.

2. CONTOURS SHOWN REPRLSENT TYPICAL CONDITIONS FOR SINGLE MAGAZINE%. CONTOURS MAY REQUIRE

OR ).(HERE SOIL OR DRAINAGE CONDITIONS SO INDICATE.

ADJUSTMENT FOR S I T I N G OF MULTIPLE MAGAZINES, EARTH-COVERED CIRCULAR COMPOSITE ARCH MAGAZINE

r i w i i

S V P V P L C T CH E m DL L r TTED BY

b l V l L

/- S ITE PLAN AND ABBREVIATIONS NoRTmoIV.

OIC 4 DH d A MAGAZINE AT LOADING DOCK-LEVEL

'GRAPH I C S C A L E S

1/8'J = f'-O"- d .

. 0" 4' 0 8 J: 16'

- I

RVD k!-, SIZE CODE I D E N T . No. NAVFAC DRAWING No. NAVFAC : 1404376 CR FP _- . F . 80091

' ;( , / , DATE , CONSTR. CONTR. NO.

EC C OlE ,OC1584,CS026A .-

- I--- *

DESCRIPTIQN

L

- PREP'D BY DATE APPROVED

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NOTE: REINFORCEMENT NOT SHONN FOR CLARITY(TYP1 . SEE NAVFAC DWG NO. 1404379 FOR BACKFILL MATERIAL.

- - c ~- I REV I SIONS

I .

I

.

L

-1 /VENTILATOR STACK (SEE NOTE

REINFORCEf4ENJ NOJ SHOWN FOR CLARITY (TYP) I I> 6" SUBSURFACE DRAIN

(ALTERNATE DRAINAGE TO REAR OF ARCH1

rCJ 1 \ U l l L - L VARIE (80'~O" M A X ) 1 1 1 1 I DIM VARIES, SEE

FRONT WALL EL I t TOP OF CURB, I R I E E C T

S

@ . .

7 ?I 10'-0" -SEE FRONT WALL EL NAVFAC DWGS NO. 1404380 8 NO. 1404381

I I \ I F I N FL : F I N FL

2 EL 100.00 EL 99.67

12 ' -0" I -

1 - 1 - - - - - 1 I

1 1

I

U I . I I C 1

1

I * 10 ' - 0 "

SECT ION S C AL E : 1 / 4 " = 1 ' - 0 '' I SEE FRONT 4 bEJ v WALL EL

Sl 9- s2 I'-r SLOPE I l - I I I

i P E J

10" r i t I I -1

r - *5@6 EF 1 I i --

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)-3 I I

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- CONCRETE LOAD I NG RAMP

-8" SLAB ON GRADE W / 2 * LAYERS G X 6 W2.9 X W2.9 WWF

- SEE FRONT WALL EL NAVFAC OWGS NO. 1404380 b NO. 1404381

84@12 E W i E ' SLOPE 1 " : l O ' 0 I

t 1

N ,~5@6

12

EF

SLOPE EL 99.67\ I $I / SEE NOTE 1, THIS SH SEE NOTE 1, THIS SH /--PAVEMENT

d

s1 9- s2 NRVFRC DWG N O .

(MIN SLOPE 0 .5%, SEE GEN NOTE 12,

Lf 6" SUBSURFACE DRAIN DETA I L /1\ DETAIL

1

1

SllSl SCALE :3/4"=1 ' - 0 "

s1 s5

JOIN DETAIL

\ I

T

SCALE :3 /4 "=1 ' - 0 " SllSl

FOUNDATION AND FLOOR PLAN . SCALE: 114" = 1 ' - 0 "

NOTES: ARCH MACAZINE A T GRADE 1 . DET 1 AND DET z p THIS S H ~ E T , SHOW

CONDITIONS BELOW FLOOR SLAB. CONSTRUCTION JOINT

SLAB ON GRADE 4: s1 s4

2. SEE NAVFAC DWG N0.1404387 FOR GENERAL NOTES, VENTILATOR SCHEDULE AND WALL CRACK CONTROL JOINT DETAILS

NAVFAC STANDARD DRAWING PRODUCED BY:

ARCHITECTS - ENGINEERS HAYES, SEAY, MATTERN AND MATTERN

ROANOKE, VIRGINIA

CHECK GRAPHIC SCALES BEFORE USING T-- - . ._ I 7- I I DEPARTMENT OF THE NAVY

1 NAVAL F A C I L I T I E S ENGINEERING COMMAND ~ GRAPHIC SCA I ES

4 ' 2 ' 0 4 ' 8' 3 I HNUflKU

EARTH-COVERED CIRCULAR ARCH MAGAZINE

STRUCTURAL FOUNDATION AND FLOOR PLAN

COMPOSITE

LEVEL AND SECTI ONS 9 MAGAZINE A T GRADE-

-SIZE CODE IDENT. NO./ NAVFAC DRAWING NO.

I U I L ,

1404377 F 1 . 80091 CONSTR. CMJTR. NO.

, L T R DESCRIPTION .PREP'D BYDATE APPROVED

Y

-

NOTE: REINF NOT'SHOHN FOR CLARITY(TYP1 SEE'NAVFAC DWG NO. 1404379 FOR

8" SLAB ON GRADE BACKFILL MATERIAL. W/2 LAYERS ~~

F 6x6 W2.9 X W2.9 WWF 2 ' -0" ( M I N) f *VENTILATOR STACK (SEE NOTE 2, THIS SHI

\ ---=? *4@12 EWPEF 1 - SLOPE I / r7-

- 6" CURB I I .)-

S f W

85@12 L b

.

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SEE NOTE 1, THIS SH I I

~ I I SEE SECTslA s2 IVARJES I .- DETAIL

HPT F I N ' F L I

a ' TOP OF CURB, I/ [ LEVEL- F I N F L- I

I I SLOPE FLOOR 1 ": 1.Q' J . I I \

I I 4 I 0 :t REINFORCEMENT NOT SHOWN

FOR C L A R I T Y (TYP)

18 6" SUBSURFACE DRA I N (ALTERNATE DRAINAGE T O REAR OF ARCH)

-'i 3-tr5 coNT7- I 7

t' - I SECT ION SCALE : 1/4"=1 '-0" SIALSIA

7 r 8 4 CONT ~ 4 @ 1 O X 2 - 4 ' I L G

- SEE FRONT SECT LON WALL EL NAVFAC DWGS NO. 1404380 & NO. 1404381

SCALE :3/4=1 '-0" S l G l A

s l&l A *4@10 EN, CTR M -*4@10 EW, CTR

L 12"" k

I

I I _

J

--- CONCRETE , LOADING DOCK 1 c

A S l A S l A 9- I

*5 CONT

+? S l A S l A SECT I ON SCALE t +,"= 1 '-0" SECT I b~ - 8" SLAB ON GRADE

W/2 LAYERS 6x6 W2.9 X W2.9 WWF 1 f?" CLRAL

+3 S A S I A t- r m

FTG REINF - SEE FRONT I WALL EL

NAVFAC DWGS NO. 1404380 b NO. 1404381

--- S P A S l A

s1 A? s2

i iE 6 " SUBSURFACE D R A I [ M I N SLOPE O m 5 % r SEE

S l A s$i S

S l A S 2 4?\ c TERNATE IR GEN NOTE 12, NAVFAC-

DHG NO. 1404387 T = l '

T,YPICAL FOOTING STEP D E T A I L NO SCALE . SEE NOTE 1, THIS SH

DETA I L m - SEE NOTE 1. THIS SH SCALE: 1 1/2'8=1 '-0" ~ ' S l k A '

DETAIL f3 SCALE: 3/4"=1 '- 0" 'SU& A'

r CUHB BEYOND t - E L 99.67 JOINT SNT

1

/--PAVEMENT

*4@10

0 "

FOUNDATION AND FLOOR PLAN NAVFAC STANDARD DRAWING PRODUCED BY: HAYES, SEAY, MATTERN AND MATTERN

ROANOKE, V IRGINIA ARCHITECTS - ENGINEERS

-- I SCALE: 1 / 4 " = 1 ' - 0 "

J CONSTRUCTION JOINT SLAB ON GRADE J k ' - O d 2 - ~ 5 CONT T ARCH MAGAZINE A T LOADING DOCK LEVEL NO SCALE C H E C K G R A P H I C SCALES BEFORE USINC

s1 @ s4

c

0

b

SECT ION (89 . I I

DEPARTMENT OF THE NAVY

NAVAL F A C I L I T I E S ENGINEERING COMMAND 200 STOVALL STREET ALEXANDRIA. VA. 2233 SlAJlA SCALE : *~!'=1 '-0" NOTES : ~ ~~ ~

STANDARD EARTH-COVERED CIRCULAR COMPOSITE

ARCH MAGAZINE STRUCTURAL

LOADING DOCK LEVEL MAGAZINE

OSCN Y</&JD DR C h q . cm RwFlBW, S U P V D L f l CH ENGR #r

%NDATION AND FLOOR PLAN AND SECTI

d 1. DET 1, CET 5, DET 6, DET 7 AND TYPICAL FOOTING STEP DETAIL THIS SHEET, SHOW CONDITIONS BELOW FLOOR SLAB. GRHPHIC SCALES

(TYPI SEE NOTE 1, THIS 'SH

2. SEE NAVFAC DWG NO. 1404387 FOR GENERAL NOTES, VENT'ILATOR SCHEDULE. AND WALL CRACK CONTROL JOINT DETAILS.

ONS %

1 2 " 6 " 0 8 3/44' = 1'-0" DETAIL. rn SIZE CODE IDENT. NO. NAVFAC DRAHING NO.

1404338 F . 80091 DATE C W T R . CONTR. M). SCALE: 1 1/2"=1'-0" ' S 1 2 A ' 88 DATE

I -ce'-BI,

EC S 080 0OC1584,C5026A

REV I SIONS PREP’D BYDATE APPROVED , L T R DESCRIPTION

1 I I 1

I PL ’/z X8X1 ’ - O ” W / 2-3 /8OXO ’-6”, LG WELDED STUDS ITYP ‘1 I TROLLEY TRACK

1

+ I u I I I I - I 7 SUPPORT (TYPI : m I . r

NOTE: PROVIDE FLUID APPLIED WATERPROOFING ON REAR OF HEADWAL BETWEEN ARCH EXTEF 3 RFACE 8, L I M I T S C ‘$1 % TER CLOTH FROM

LSXSXVz WELDED

9 ’ - 3 “ 4

w/2 ”X 10 STRAPS @

9 ‘ -0”

” x l/s 1 ’ - 6 ” OC 0 = 1.25 W1/3 (SEE GEN NOTE NO.1A)

r c

6‘‘ TW- \ ’ I TOP bF HEADWALL TC BOT

14‘”‘‘ 4 (LOADING DOCK ONLY) I

\\‘ \\\ \\\

3 “ \

\ \ \ \ \ \

\ \

\I \ I

-L >OR F JMPER

f P P -I - - - - - P I 1 L

L 6 ” P SUBSURFACE D R A I N J

SEE NOTE 3, T H I S SHEET ARCH A \ ?

1

& 3 s3

- - N O T E : CONCRETE OUTSIDE HCWWALL NOT SHOWN FOR C L A R J T Y

I.

(NAVFAC DWG NO. 14043821 FOR DOOR DETAILS.

NOTES :

1 . SEE ELEVATION s5

2. PILASTER SHALL BE PLUMB. ALLOWABLE 5?

DEVIATION FROM VERTICAL SHALL NOT EXCEED

3. 6”O SUBSURFACE DRAIN PENETRATES HEADWALL

‘/4 ’I PER 1 0 FEET VERTICAL HEIGHT.

FOR DRAINAGE TO FRONT OF MAGAZINE ONLY.

4** VERIFY FOOTING AND RETAINING WALL DESIGN I F FOOTINGS ARE LOWERED. SEE GEN NOTE 4, NAVFAC DWG N 0 . - 1 4 0 4 3 8 7 .

5. SEE NAVFAC DWG NO. 1404387 FOR WALL CRACK CONTROL JOINT DETAILS, AND GENERAL NOTES.

S 3 k 3 \

T u T C Cu

I 1 I ra5@IIZ EF 1 \ r a 7 @ 6 EF I

M I_j e 3- 1/ ” c b ANCHOR BOLTS

EL 1 0 4 ’ - 4 ”

--

FRONT WALL ELEVATION 10’ -0” HIDE DOOR OPENING

- ~3 TIES @

1 ’ -9 ” * 12-89 EF

( 6 EA LAYER) L W I

EMBEDDED L NOT

53 9 s5 SECTION a NqvE: SECURITY HASP WILL BE FURNISHED BY

NAPEC WITH INSTALLATION INSTRUCTIONS, CONTRACTOR INSTALL. SEE SH S9 FOR SECURITY HASP DETAILS.

SHOWN-SEE SECT SECTION a

,

..

OUTLINE OF e 9[0 ANCHOR BOLTS SECURITY HASP

,

ANCHOR BOLT LAYOUT FOR SECURITY HASP

SCALE : 3 / 4 ” = 1 ’ - 0 ’ ’ ‘S&’ SCALE : 3/4”= 1 ’ - 0 ”

s&3 r ~ 5 @ 6 EF THIS SH

I CI / I TOP OF WALL I I - 0 ” EL VARIES

T- F I N GRADE

*

0

ADD 3-#3lZ@5

IMPERVIOUS F I L L EMBEDDED L NOT EMBEDDED L NOT SHOmvi

TOP OF CURB(LEVEL1 FOP TYP REINF FILTER CLOTH @ PILASTER

EXTENSION A T SECURITY

FACE OF .

ABOVE & BELOW

GRAVEL F I L L 1 * SEE FDN AND

F I LTER MATER I AL FLOOR PLANS

c

2-*5X12 ’ - 0 ”

!Z 3”pl WEEPHOLE

m COORD D I M ” A ” WITH SECURITY HASP

NAVFAC STANDARD DRAWING PRODUCED BY: HAYES, SEAY, MATTERN AND MATTERN

ARCHITECTS - ENGINEERS ‘

SECTION ,Q SCALE : /4”=l ’70’’ I ROANOKE0 VIRGINIA

GRASPH I C‘ SCALES ADD 1-85 X 2 ‘- 3” EARTH-COVERED C I RCULAR COMPOS I TE

ARCH MAGAZINE 12‘6’‘O 1 ‘ 2 ‘ 3 ‘ 4 ’ 5 ’ 6 ’ 7’

EC S 090 00CI584BC5026A \

. F I N F I N

F L OR

GR3 6 I’

REV I S I ONS LTR DESCRIPTION PREP’D BYDATE APPROVED

10‘-6”

TRQLLEY TRACK SUPPORT ( T Y P 1 7

LSX8XVz W/2”X1O”X1/4 ”

WELDED STRAPS @ 1 ’ - 6 ” OC \ n

PL 1/ X 8 X 1 ’ - 9 “ W/3-9$’OXO ’-8” LG WELDED STUDS (TYP) -r\ b .

CJ A

I . - r -

8 \

, 6 D = 1 .25 W’3 (SEE GEN NOTE NOmlA) I t 8 X 8 X 92 t J / 2 ” X l O ” X ‘/s ”

WELDED STRAPS @ 1’-6’’ O C - -

g ‘ -3 ‘I CJ’-O” L m m I \ I L J

ADD 2-*5X4 ‘ -6”i +CJ [TYP @ CORNER)

8

\ \ \

10’-6” CUT ALTERNATE BARS A T 6 ’- 0“ ABOVE TOP OF FTG

LL w N

.83@12 NF 4

.I

e &*3@12 NF T c

- -- - -

I +I * --- 4 I 1 c I -c I’

-NOTE: P R O V I D E FLUID- APPLIE WATERPROOFING ON REAR OF A 2 U [--,I (LOADING DOCK ONLY) HEADWACL BETWEEN ARCH ‘I

E X ~ E R I O R SURFACE AND LIMITS \ \ Y; \\ \ ‘\ OFvFILfER CLOTH, FROV TOP

OF HEADWALL TO BOT OF FTG.

L I \\ ‘, I

I

0 ( T Y P I

/ &FIN FL \ EL 100 .00 /

L. I I I

- I t - -- - - -

I --G

L6”@ SUBSURFACE DRAIN(TYP1 SEE NOTE 3, THIS SHEET 7 -.

\ A 7 A 9 s4 s4

LNOTE: FOR CLARITY.

NOTES :

1 . SEE ELEVATION s6

2. PILASTER SHALL BE PLUMB. ALLOWABLE

l

(NAVFAC DWG NO. 1404383) FOR DOOR DETAILS. 9 DEVIATION F R O M VERTICAL SHALL NOT EXCEED V4 ” PER 10 FEET VERTICAL HEIGHT.

L T O P OF FTG EL 97.33

e ARCH MAGAZINE/

SEE NOTE 4, TH IS SH ELY!T I O N 9

SCALE : “=l ’-0’’ S l s4

. - 6 @ 1 2 LAP W/85@6

u S1A

EL . k 3 .

4 .

6”0 SUBSURFACE DRAIN PENETRATES HEADMALL FOR DRAINAGE T O FRONT OF MAGAZINE ONLY.

F R O N T WALL- E L E V A T I ON e 3- 1/ “Fb A N C H O ~ BOLTS ----

I I

I I I

~

I

VERIFY FOOTING AND RETAINING WALL DESIGN I F FOOTINGS ARE LOWERED. SEE (3EN NOTE 4, NAVFAC DWG NO. 1404387 . 1 6 ’ - 0 ” WIDE DOOR OPENING

5 . SEE NAVFAC DWG NO. 1404387 FOR WALL C R A C K CONTROL n JOINT DETAILS, AND GENERAL NOTES.

. . + -- A

10-89 EF

d \ i

EMBEDDED L NOT L- --, NO~,E: SECURITY HASP WILL BE FURPUSHED BY NAPEC

WITH INSTALLATION INSTRUCTIONS, CONTRACTOR INSTALL. SEE SH S9 FOR SECURITY HASP DETAILS.

SHOWN - SEE SECT a OUTLINE OF

SECURITY HASP

v(@ ANCHOR BOLTS P I C SEE 2,

ASTER NOTE

THIS S

n

SECTION / A \ SECT - I ON A ! ~ * 5 @ 6 EF Y

. 0 I

I-- .

Y I

BOLT L A Y O U T FOR SECURITY /--TOP OF W A L L

F L V A F I E S /- ’ - O ” I CHOR

tI

HASP /- *4@5 f / *#@12 EF, EXTEND ALT

BARS 1’-6” THROUGH CJ

I rFIN GRADE *-.57 I r - 4 D E T A I L *- 2 ’ - 0 ” M A X

IMPERVIOUS F I L L EMBEDDED L\ NOT SHOWN 83@1zT EMBEDDED L NOT

F I N F L EL 100.00 *4@12(TYP @ DOOR)

2 - * 5 X 1 5 ’ - 6 ” 2-*5X18’-0 ’ ‘

k. ‘ - O ’ ‘ - , r ADD 3 -83C @5

I

n I *4@12 EF ‘ a83@12

@1-2“@ s 4 s 4

4@5 @ 9 s4 s 4

a

r.

/-SEE SECT A FOR @ PILASTER TYP RE I NF

s 4 I s4‘ SCALE: lV * ”= l ’-0’’ ’

-t GRAV.EL F ILL F ILTER CLOTH

FACE OF P I LASTER EXTENSION

I I //

I

N&ECURITY 41 i FACE PILASTER OF

/ . 7 I \i F I L T E R MATERIAL FLOOR PLANS r . . / 7 1 t 3”a WEEPHOLE

* 5 @ 1 2 F I N F L OR

Y i I I COORD DI’M ” A ” WITH SECURITY HASP

2- 74”P AB - *5@6 EF

1 b

‘ - 3 + w

PnSC1* NAVFAC STANDARD DRAWING PRODUCED BY:

HAYES, SEAY, MATTERN AND MATTERN ARCHITECTS - ENGINEERS

ROANOKE, V I R G I N I A @ 9 s 4 s 4

SECT ! ON 1 ‘ - O ” X 1 ’ - 0 ” F ILTER CLOTH @ HEEPHOLE

I 0

/ @ 9 s 4 s 4 I CHECK GRAPHIC SCALES BEFORE USING

’,GRAPHIC SCALES DEPARTMENT OF THE NAVY

NAVAL F A C I L I T I E S ENGINEERING COMMAND ALEXANDRIA. VA. 2233; 200 STOVALL STREET r- : I r 4-85

3 “CLR i I f

0 I . 0 0 0 0 0 d

TE 3 ‘ - 3 ” 1 EARTH-COVERED C I R C U L A R COMPOSI

ARCH MAGAZINE STRUCTURAL

RON1 WALL ELEVATION, SECTIONS AND UIL 1 16’”’’ WIDE DOOR OPENING

ADD 1-*5 X 2’-3” @ PILASTER 12” 6’’ 0 1 ‘ 2 ’ 3 ‘

/ ? I

0” J 7 ”

#4@12T&B DETAIL

x SECT I ON ~ ~

/YA’,’---SIZE CODE IDENT. NO. NAVFAC DRAWING NO. 140438 1 . F . 80091 I SECTION a SCALE :94’’=1 ’-0’’ ’s4 Is4 ’ SECT I ON

SCALE : 3/4’’=1 ’-0” I CONSTR. CONTR. NO. DATE I I APPROVED DATE

i -149-a~ SCALE :3 /4 ”=1 ’-0” k 4 L S 4 ‘

EC S 14A ,OClS84,CSO26A .

1

I I

I I

I ‘ ‘ I

I I DOOR I N C L O T D POSITION - PL 318 IFF1

-

REV I S I ONS LTR DESCRIPTION PREP’D BYDATE APPROVED

CANOPY NOT SHOWN FOR CLARITY

TO S U I T EQPT PROV I DED

c

I I I ’ I I I 1 2 7 i I1 I I I

- --

DOOR OPERATOR

PROVIDE EMBEDDED PL AND SUITABLE ANCHORS T O SUPPORT DOOR OPERATOR

TROLLEY TRRCK- SUPPORT [ T Y P I r n DOOR OPERATOR

PROVIDE EMBEDDED PL AND SUITABLE ANCHORS T O SUPPORT DOOR OPERATOR

-----A - -- -- - TOP OF TROLLEY TRACK L4X4k l / X 0 ’ - 4 ” LONG EL 112’-2” TROLLE? STOP, BOLTED TROLLEY

TO EA S IDE OF; TROLBEY TRACK WEB W/2-/ ”, BOLTS

Y P , t A END OF TROLLEY TIRACK 1

!Z DRIVE CHAIN

RESTRAINT -

NOTE : SEE SECT fh ’@’

FOR REINF 4 4 . .

0 I

N .

I 4 Y . . ‘

a \ u)

I . 0 0 0 a5@12 E F - d

# 6 @ 1 2 ’A I 4 = 1

LASTER ABOVE 7 ITYP I

I / f e MANUAL DOOR OPNG CHAIN

L

76 TOS E L 1 0 5 ’ - 1 0 ” C I RCULAR ISOLATION J T I1 I

TOP OF SECURITV HASP EL 1 0 4 ‘ - 3 ” 7

SECTION a x: - 1 SCALE: 3/4”=1 ’ -0 ” 5 s5 ss ’ I t \

\ \ /

/’ I‘

l”pl A354 ANCHOR BOLTS n r - EL 98.757 a

l 3 INK

CD ;t I I LWlOX45 SECURITY VENTILATOR NOT REBOUND SHOWN FOR CLARITY R E S T A I N T

e DOOR I N ‘.‘L - “d[-i ,/ /g DOOR OPENING: CLOSED POSIT ION

Ii? WlOX45 i

t ? E z , T k f l : N T & ~ 1 fr\ I SECTION SCALE: 1/2”=1 ‘-0’’ a SECT I ON H 1‘3“ CLR I - ‘ S E C IJR I T Y V E N T I L A T OR

’SHOWN FOP C L A P I T Y

s*s NOTE: SEE NAVFAC DNG NO. 1 4 0 4 3 7 7 AND 1 4 0 4 3 7 8 FOR FOIJNOATION AND FLOOR PLANS.

1 I

ssl s5 SCALE : l V f = l ’-0” SECLTION SCALE : 3 / 4 ’ I = 1 ’ -0” ’s&s ’

A 4 A

I / 3/16 ”X2 VZ’’ SLOT HELD 5@5J 3@10 START e OF F IRST WELD 5” FROM EA END OF DOOR

CONTINUOUS @ e SPLICE ( T Y P I

L8X8X Vz CONT W/2 ” X 1 0 ” X V4 ” WELDED STRAP @ 1 ’ - 6 ” OC [BEND STRAP T O CLEAR R E I N F )

T Y P I C A L VERTICAL SPLICE NOTE : HORIZONTAL SPLICE OF NF PL 0 2-V ”@ AB 1 ’-0’‘ LONG

8 / 3 ” HOOK @ i ’ - o ” oc NO SCALE

1 1 ’ -10’ ’ SEE T Y P I C A L HORIZONTAL IF , USE& SHALL BE LOCATED SPL ICE DETAIL , TH IS SHEET, FOR FAR FACE SECT fYioHN*,Q

SCALE: 11/2”=1 ’ - 0 ”

I L 3x2 X Va XO ’ - 7 ” T &B L L V

WEB0 TYP - C8X11 .5

I D T H 13/(s/’

PLATE

NEOPRENE WEATHERSTRIP

V z ” 8 BOLT

1‘‘ MIN, 1 V2‘’ MAX SHIM AS REQD - - - -

9 4 ” NONSHRI NK GROUT

, 3 EQ SPA = 0’-9”

. . 0

I

0

II

n cn 0 W

In

. e

. . m <

3-1”g A354 ANCHOR BOLTS W/3” HOOK (HOOK BELOW R E I N F )

I NOTE: CONCRETE / I V4V DOUBLER PL 1 ’ - 8 ” ., ENCASEMENT NOT

SHOWN FOR t L A R I T Y 1 9 8 X7’/2X1 ’ - 0 ”

SECT ION TOP SCALE: lV2=1 ’ -0’ ’ ~ s s l s 5

- W 1 OX45

I-

1 ” NONSHRI NK GROUT

2-3/4”0 A490 B O L T S 7 NOTES :

1 . VERTICAL SPLICES IN DOOR PLATES, i F USED, SHALL BE SPACED APART A M IN OF 5 ’ - 0 ” , AND SHALL BE CONTINUOUS FOR FULL DOOR HEIGHT.

RN d

A

2 . LOCATIONS OF ALL SPLICES INSDOOR PLATES SHALL BE SHOWiv ON SHOP DRAWINGS.

f I

1 ‘I NONSHR I NK G R O U T 7 PREP’D BYDATE APPROVED DESCRIPTION L T R 2- ?&”@ A490 BOLTS

ALL AROUND

HORIZ SLOTTED HOLE I2 THIS LEG RT EA L )

TOP OF ‘TROLLEY TRACK KL 1 1 2 ’- 4 ”

DOOR OPERATOR

PROVIDE EMBEDDED PL AND SUITABLE ANCHORS TO SUPPORT DOOR OPERATOR

. TO EA S I D E OF TROLLEY TRACK WEB

b‘ t BLAST DOOR-.

I

e MANUAL DOOR OPNG CHAIN

CANOPY NOT SHOWN FOR C L A R I T Y

0x2 ’-8”* LONG ANCHOR BOLTS

NOTE : EL 1 1 3 ’ - 1 ”

TROLLEY TRACK -

. . 0

I

(v

.-(

‘

C4X7.25-

- P L 1 x 1 0

3 k Lg DRIVE CHAIN

-EL 100.0 I f 5 7 1 /-.EL 105’-9” 0 ‘ I

4 DOOR BUMPER 1- I I

I ‘S61 S 8 I

SECT

FOR REINF

\ c SECUR SHOWN - g REBOUND WlOX60 RESTR’A I N

SS’S6 ‘SECURITY VENTILATOR 1 . l

NOT SHOWN FOR C L A R I T Y ._

T

,378 NOTE : SEE FOR

NAVFAC DWG NO. 1404377 AND 1404 FOUNDATION AND FLOOR PLANS.

TYP

I ELEVATION^ t‘3‘‘ CLR -

SECT I ON I Crc- - - -OOOR C A V I T Y ~-* 1

S l A r CONT I

SECT ION CONTINUOUS E SPLICE (TYPI @ ? 4 ” X 2 1/2” SL

5@5J 3@10 START e OF F HELD 5” FROM END OF DOOR

- DOOR C A V I T Y ITYPl OT WELD

CTION. \ I RST EA T Y P I C A L V E R T I C -31 T f - r e SPLICE- .\ e w10 -1 /o

L8X8X1/2 CONT W / 2 ” X l O ” X 1 / 4 ” WELDED STRAP @ 1’-6‘ ‘ OC

SCALE: 11/2”=1 ’ -0 ’ ’ * 2 NO SCALE /

! b

SEE SECT

ONT FOR REINF

PILASTER ABOVE

. . 0 I

0

II

n- [I)

0 w In

.

.-(

I d \ n SCALE: /4=1 ’ -0’ ’

- W 1 O X 6 0

SHIM AS REQD \---C4X7.25 W / l/4” END CLOSURE PL WELDED TOP 6 BOT OF CHANNEL 11 EA REBOUND RESTRAINT)

W 1 O X 6 0

1Vq ’’P A35CQ ANCHOR BOLTS

7 PL %&15X20

NOTES :

1 . VERTICAL SPLICES I N DOOR PLATES, I F USED, SHALL BE SPACE[ APART A M IN 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.

w-pL I

PLAN b I I. 94‘’ NONSHR I GROUT

I NK DOOR .IN CLOSED POSITION PL STIFFENER 98X3ITYPl t

1 94’’ NONSHR I NK GROUT

7 3 EQ SPA = 0 ’- 9”

“UUUK C A V I T Y-

SECTION a I

SCALE : l V f = l ’ - 0 ” S6 I S 6 ’. \ SECT IO N’ NAVFAC STANDARD DRAWING PRODUCED BY:

ARCHITECTS - ENGINEERS HAYES, SEAY, MATTERN AND MATTERN .

M 4

I SCALE: l V f = l ’ -0’ ’ ’ S 6 IS6

TYP I C A L HOR I ZONTAL SPL ICE ROANOKE, VIRGINIA

NO SCALE CHECK GRAPHIC SCALES BEFORE US ING r

3-1 V 4 ” @ A354 ANCHOR BOLTS W/3” HOOK (HOOK BELOW REINF) GRAPH I c SCALES

DEPARTUENT OF THE NAVY

NAVAL FACILIT ’ IES ENGINEERING COMMAND ALEXANDRIA. VA. 2233; 200 STOVALL STREET

o s c N P j J \ w DR(Yi< cw K@ICJBBD STANDARD EARTH-COVERED CIRCULAR COMPOSITE

ARCH MAGAZINE STRUCTURAL

TION, SECTIONS AND ON FOR 16‘-0’’ WIDE

ENCASEMENT NOT SHOWN OUBLER PL

F R O N T E L E V A T I O N I

‘q/gx71/2x2 ‘ - 3 “ FOR C L A R I T Y . DOOR FRAMING FOR 16 / -o / / .WIDE DOOR , ~ P N G

b

-SIZE CODE IDENT. NO. NAVFAC DRAHING NO.

1/2” = 1’-”’/ - 1404383 12‘6“O 1 ‘ 2’ 3’ 4‘ 5‘

. F - 80091 CONSTR. CONTR, No. SECTION a SCALE: 3 /4 ”=1 ’-0”

12’6”O 1 ’ 2’ 3’-4’ 5’. 6’ 7 ’ ‘ S A T 1 A ORY TO DDESB DATE &/8” = 1 l-0’4’ - & PdA I - r + %

SCALE AS NOTED I SPEC.NFSS-M21 I SHEET S6 OF I r r

1 2 ” 6 ” 0 1 ‘ ‘ 2‘ 3 ‘ - 4 0 R E REBOUND

L E V A OPT I

DETAILS DOOR OPNG I I UJL

- - - _ _ 1

SCALE : 1 ‘/2 ”=1 ‘-0’’

EC S 1 6 A OC 1584 aCSO26FI

I

LTR DESCRIPTION PREP’D BYDATE APPROVED

. - I REV I S I ONS

2 FjOHS OF I

2- /8“@ ANCHOR BOLTS 1 ‘-d’i LONG INCL 3” HOOK AND 4”-+ROJECTION 1 FACE OF PILASTER C TROLLEY TRACK

Q ‘I m

U

I

CANOPY MOT STIFFENER PL? \ (EA SIDE OF WEB)

SHOWN FOR CLARITY

T ’tP>+l ’/4

I I I; /”r - 1

I I I I I I I

I I I I

I

1

t C 1 O X Z O ~

STIFFENER PLIVB -

4 \ 1 1

I

W8X31 A TYP

lili ‘

A T T A C H S10 TO W8 WITH 4:3/4”@ A325 BOLTS WITH LOCK & BEVEL WASHERS

/e- iz TROLLEY TRACK

I RED TypY TYP SHIM AS REQUIRED

TROLLEY ASSEMBLY

CANOPY SUPPORT NUT & LOCKWASHER ITYP)

L4X4X 1/4 X0’-7’’ LONG V

(I V 0 C D R I V E CHAIN

4 4 5

4 4 V V

J L4X4XV4CONT FOR CANOPY

SW I TCH L I M I T SWITCH 4 V

0 V L OF DOOR

- -1 - -

Tg IDLER SPROCKET LOCATE T O & .SUIT SPROCKET PROVIDED

I

k- !€ DRIVE CHAIN

f- ‘3

INTERLOCK STRIKE i I L 2 x 2 x ‘/a L H - q S I Z E T O SUIT

SWI f C H PROVIDED L I N K PL (SEE DET 3 T H I S SHEET1

e 2”rZr P I N HICOTTER P I N S 7

I SECT I ON DETAIL

SCALE: l’/z’’=l ’ - 0 ” \

t*f SECT I ON ’ SCALE : 1 ‘12 ’ I = 1 ’ - 0 ”

S*’ SCALE: 3 ” = 1 ‘ -0 ” ‘s*

PL 9 4 THIS

FOR REINF -SEE SECT

I A b L ! Z TROLLEY [ R A C K ST IFFENER P L 3/8 CONNECTION OC. CENTCR ON

. 2- -- r n 1 STIFFENER PL98 CENTERED r C l O

. I NUE NEOPRENE W E A T H E ~ S T R I P I r I f

r DISCONT STEEL ADJUSTABLE SPROCKET CHAIN TIGHTENER i! DRIVE CHAIN

-17- / - e IDLER SPROCKET LPL ‘ /ex1 CON1 (TYP)

NEOPRENE WEATHERSTRIP CONT AROUND DOOR OPENING

W / ’ / s ‘ ’ @ BOLTS @ l ’ - O ” OC DRILL 8 TAP PL 9 4 FOR Ve”O TAP BOLT W/LOCK AND ‘/4 X1 ‘/2”X1 V$ WASHER W /

F I E L D WELD V4 ” WASHER AFT 4 REQD, SP @ 8 ” OC. (TYP I

HOLE. SLOT HOLE I N BRACKE

I I ‘ I I

WASHER

OCK SWITCH F I E L D L O C A ED T O STRI D ON DOOR

SY; AND

ANGLE END EDGE C8

J. KE

SECT I ON \ I t i I 1 DOOR I N OPEN POSITION SCALE: 3 ” = l ’ - O ” ’ S i 7 ’ ” 1 3/8” M I N TO SUIT D I A

OF TROLLEY P I N PROVIDED + 1 / 3 2 ”

PL 1 LER 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.

Y-DUTY ROL Typm L PL3/4X6X1 I ’-0” I

VARY TO TROLLEY

SUIT PROV I

. . - 2 1/32” D I A 0 . DEC FACE OF

PILASTER D E T A I L SECT I ON 2 1/32“ * ssls7

’ SCALE: 3 ” = l’-O”

.

8 I’ DETAIL^ *. I

BOTTOM NEOPRENE WEATHERSTRIP (DISCONTINUE 1 ” F FACE OF PILASTER A T LEADING EDGE1

b c 1 0 1 L I N K PLATE ( 2 REQDI

ROM E T A I L 3 1 DOOR I N CLOSED POSITION INTERLOCK SWITCH ASSEMBLY I I SECT I ON I .I. .I. I

SCALE: 3 ” = 1 ’ - 0 ” ‘ S ~ 2 ROWS OF 2-7/8”8 ANCHOR BOLTS 1 ’ - 5 ” LONG INCL 3“ HOOK AND 4’’ PROJECTION

INTERLOCK STRIKE . - \ d O R ANGLE 2X2X1/4

‘ I \ NUT & LOCKWA

7$3/‘ Lrw 4 ‘ I a

END EDGE C 8 K Y O N D - / 2“ 2

FACE OF HEADWAL

IN b

1 ’’ NONSHR I NK GROUT

SHER (TYP)

SECT I ON SCALE : 11/2 ” = l ’ - 0 ”

. 1 112 DRAINAGE OPNG

\ II = I w . 4 HEAVY-DUTY ROLLER GUIDE 3 ” @ ( 2 REQD)

WEATHERSTRIP

2 -5 /a ”O WELDED STUD

DOOR

C H E C K G R A P H I C S C A L E S BEFORE USING DEPARTMENT OF THE NAVY I NAVAL FACIL IT ’ IES ENGINEERING COMMAND

ALEXANDRIA. VA. 2233 I 200 STOVALL STREET I x2x 1/4 GRAPH I C SCALES L3

EARTH-COVERED CIRCULAR COMPOSITE ARCH MAGAZINE

STRUCTURAL , DOOR DETAILS

10’-0” WIDE DOOR OPENING

2 ’ - 1 / 2 v BOLTS/ _ISHIM AS REQUIRED ( 1 EA SIDE OF

. PLAN .BUMPER 1 1

DOOR I N OPEN POSIT ION

TACK WELD T O P L 7 4

1 0 RVD //7kLwL S I Z E CODE IDENT. NO.

- CONSIR. CONTR. NO.

NAVF AC

FPE /

C R ] T w - , * ‘,

1 SA*ISFgCT,!!Y TO DDESB DATE DATE SECT I ON D E T A I L SCALE 3 ” = 1 ’ - 0 ” ’ ‘s*7’ SCALE: 1 ? 4 “=1 , I ’-0” ‘S5J7’

C H E C K G R A P H I C S C A L E S BEFORE USINC I DEPARTMENT OF THE NAVY

NAVAL F A C I L I T I E S ENGINEERING COMMAND ALEXANDRIA, VA. 223: 200 STOVALL STREET

PREP’D DESCRIPTION L T R BYDATE APPROVED

FACE OF PILASTeR - GROUT

2 FjOWS OF 2-/8”@ ANCHOR BOLTS 1 ’ - 7 ” LONG INCL 3 ” HOOK AND 4 ” -PROJECTION

\ 3” = 1 4 4

DATE S A t F A TORY TO OOESB &@& f +4%

REV I SI ONS

re TROLLEY TRACK

CANOPY NOT SHOWN FOR CL AR I T Y -\

STIFFENER PL3/ \ ( E A SIDE OF WfBI v c I v

V

4

0

4

b

a A325 BOLTS WITH LOCK

1

4 V -----

SHIM AS REQUIRED -- b---

P

UP\ ’

TROLLEY ASSEMBLY a

CANOPY SUPPORT NUT 8, LOCKWASHER (TYPI t’

L 4 X 4 X ‘/&ONT 4

0 L 4 X 4 X 1/4 X O ’ ” ’ ’ LONG 4

-1 c P

4 h

I

$! D R I V E CHAIN

ST:FFENER PL s/s

SHIM AS REQU

S 1 0 TROLLEY TRfCK

/ L3X3XV4 k- i! TROLLEY TRACK

\

I RED

L I M I T SWITCH

--

!€ IDLER SPROCKET LOCATE TO SUIT SPROCKET PROVIDED

I L P L q S I Z E T O SUIT S ~ C H PROVIDED L INK PL (SEE DET 3

T H I S SHEET) e DRIVE CHAIN .I’ P I

SECT I O N SECT I ON 4 SCALE : 1 ‘ /z ”=1 ’ - 0 ”

DETAIL IS8 1 S8 ’ SCALE : 1 ‘ /2 ” = 1 ’ - 0 ” SCALE: 3 ” = 1 ’ - 0 ”

/SEE FOR SECT REINF

f c10

TROLLEY TRACK

PL 7 8

STEEL ADJUSTABLE SPROCKET CHAIN TIGHTENER e DRIVE CHAIN

,-I? IDLER SPROCKET

e L.

I c

CENTERED 2- ?+p B 0 L T *s -- F-L-

r INTERLOCK SWITCH ASSYJ - PL V2X75/2Xl ’ - 0 ”

PL1/2X61/2X1 ’ - 0” >

NT DOOR PL

-

T O BE F I E L D LOCATED AND ADJUSTED T O STRIKE ANGLE

’/4 r - - - i MOUNTED ON DOOR 1 . 1 I l l f

DISCONTINUE NEOPRENE WEATHERSTRIP 1 ” FROM BOT OF DOOR THIS ENDJ I P L l / 8 X l CONT (TYP)

XTEND T O SLAB A T OTHER END. ’ F i L L E R PL ‘/z C O N T W / ’ / q ” 8 BOLTS @ 1 ’ - 0 ” OC k BE

OF DRILL & TAP PL 3/4 FOR %a’‘, TAP BOLT W/LOCK AND ‘/4 X l I / i ” X l ‘/s WASHER W

F I E L D WELD V4 ” WASHER AF 4 REQD, SP @ 8 ” O C . (TYP

HOLE. SLOT HOLE I N BRACK

2-94“B A BOLTS W / WASHERS SP @ 8 ”

TOP WASHER / 1/16 ”E3

TER 1 A ~ ~ E M B L U ET 11/ X l 1 / 8 .

I. DOOR

OPEN I N

NEOPRENE WEATHERSTRIP CON1 AROUND DOOR OPENING T O FLOOR

POSITION I

INTERLOCK STRIKE ANtLE 2XZXV4 FASTEN T O DOOR W/2- /8”#X3/4” L G HEX HEAD MACHINE SCREWS WITH LOCK WASHERS.

\ t 3/.. ” + END EDGE ‘C10 2 /4

L T . “ /- SECT I ON

1 3/8” M I N D= TO SUIT D I A OF TROLLEY P I N PROVIDED +1/32”

V A R Y T O SUIT TROLLEY PROVI

D= 2 1/32”

SCALE: 3” = 1 ’ - 0 ” ‘ S e 8 * b

DETAIL I I PL3/4X6X1 ’ - 0 ” HEAVY-DUTY R O L L E R

GUIDE 3 ” a

L 3 / 4 x 1 ~ x 1 2

2 1/32’’ D I A r DED SECT I ON S6&8 SCALE: 3 ” = 1 ’ - 0 ”

2 3/8 T Y

INTERLOCK SWITCH ASSEMBLY 8 ”

I c D E T A I L L I N K PLATE

( 2 REQD) W

D E T A I L FACE OF 1 DOOR I N CLOSED POSITION A T LEADING EDGE)

W

2 ROWS OF 2-7/8”0 ANCHOR BOLTS 1 ’ - 5 ” P I l l . * . . LONG INCL 3 ” HOOK AND 4” PROJECTION

SECT I ON SECT I ON SCALE : 1 ’/2 “=1 ’ - 0 ”

SCALE: 3 ” = 1 ‘ - 0 ” ‘ S i 8 .

W I FACE

P

1 ‘I NONSHR I NK GROUT

OF HEAOWALL

NUT b LOCK END EDGE C 1 0 BEYOND

4 lASHER ITYP)

c

--I& ”P, DRA I NAGE OPNG .

DOOR BUMPER

SHIM AS REQUIRED

PLAN

HEAVY-DUTY ROLLER GUIDE 3”a ( 2 REQD)

TAP FOR 5/8’’@ BOLTS 9 ‘z

2-S/RN0 WELDED STUD STANDARD EARTH-COVERED CIRCULAR COMPOSITE

ARCH STRUCTURAL MAGAZINE GRAPHIC SCALES TACK WELD T O P L 9 4

DOOR DETAILS 16’-0” WIDE DOOR OPENING ->

DOOR I N OPEN POQITION _ _ ~ 1

S I Z E CODE I D E N T . NO. NAVFAC DRAWING NO. 7AA&&.- CONSTR. CONTR. NO. 1 4 0 4 3 8 5

DATE I , APPRbVED

PREP’D DESCRIPTION ,LTR BYDATE APPROVED

S I Z E

F - CODE IDENT . NO. NAVFAC DRAWING NO.

* 80091 1404386 CONSTR. CONTR. No.

I REV I S I ONS c

METAL W/2” RIBS PANEL (GALVI7 1

I I FACE OF PILASTER

METAL PANEL

METAL PANEL

‘ b 4

>&<T Y P ANCH @ 1 ’ WASH BOLT

OR MET ROOF - 4 ” OC PROVI 1ERS & SNT @

( V4”g SST) -

PANEL I\ I

EL ‘ 1 1 3 ’ - 4 ” \ F \

FLASHING C L I P CONT (SST)

N\\ BENT PL V ~ J CONT SAME SLOPE AS ROOF EL 1 1 3 ’ - 4 ” J X 0’-3” L C FLASH I NG (SST 1 CLOSURE LEAD WEDGE & S E A L 7

/ C A S T I N MET METAL PANEL NOT SHOWN FOR C L A R I T Y

ss MET PANEL W/2” RIBS ( G A L V ) ‘/z’’@ SST BOLT W/NUT AND

ASHERS EA SIDE

@ EA VERTICAI L C L I P L 3 X 3 X 1 / 4 X 0 ’ - 6 ” L G

L L4X4X1/4 CONT

M E T A L

PANEL 1 -/ ?8”8 EXPN BOLTS @ 1 ’ -0” OC ( M A X )

h

U

r, .L 16’” ’ ’ DO.OR 1 ’ - 3 ” - - METAL PANEL W/2/’ ( G A L V ) R IBS - - -

- 1 A I

1

LOCATION OF LZ1/2X21/2X1/~ I ‘ FOR END FRAME OPPOSITE DOOR OPERATOR

EL 110’-2” +- L EL 1 1 0 ’ - 2 ”

I

D E T A I L L CUT METAL PANEL A T THIS FRAME T O CLEAR DOORf WHEF FULL OPEN

SCALE: 3 ” = 1 ’ - 0 ” cc cc J d I J U / I - 4 ’ -2 //

10 ‘ -0“ DOOR l o ‘ - @ “ DOOR __ I

DOOR - I

I

CLOSURE tLASHING CONT AHR T O L @ 2 ’ - 0 ” OC

EL 1 1 0 ’ - 2 ” 16 ’ -0”

END CANOPY FRAME - INTERMEDIATE C A N O P Y F R A M E

L21/2X21/2X1/q CONT FACE OF PILASTER ABOVE AND B E L O W 7 SECT ION

\ b ‘

” Q

rr= 1 rr= z rr= z FACE OF 0

I I I PILASTER 7\ *DETA IL SECT I ON SCALE : 1 11, ’ I = 1 - 0 0 ’ ‘SS I s9’

PROVIDE HOLES FOR ~6 BARS [ARCH REINF T O PASS

C O V E R CLOSED POSIT1

I N

ON - - \.+I I I I

7 / 8 ” X l * 4 ” SLOTTED HOLES

PLAN

V $ X Z ” X l ’ - 0 ” STRAP ANCHORS @ 2’-0” OC,, EA S I D E

Y COVER I N OPEN POSITION

NOTE: SECURITY HASP WILL BE FURNISHED BY NAPEC WITH COMPOSITE 1

ARCH NOTE: CONC SHELL NOT ShClWN FOR C L A R I T Y .

INSTALLATION INSTRUCTIONS, CONTRACTOR INSTALL.

1 -------- I

7 . I I I .

- - - - A _ _ _ - - - - - - J

NOTE: FOR ANCHOR BOLT LAYOUT

OETA I L T Y P I C A L SPLICE DETAIL SCALE: 1 1/2”=1 ’-0” S*9 NO SCALE

W 0

a cn n J \

a

c(

FOR SECURITY HqSP, SEE NAVFAC DWG NO. 1404380 AND NO. 1404381“. ’

TYP CREST r Y

ELEVAT I ON

;t -J

Q:

I- U

-

SLIDING DOOR SECURITY HASP DETAIL, NO SCALE

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.

0 DENOTES 3/8”0 X 4“ WELDED HEADED SHEAR STUDS. b 1 1’ m- VALLEYS ON CONVEX

w S I D E OF PLATE NAVFAC STANDARD DRAWING PRODUCED BY: HAYES, SEAY, MATTERN AND MATTERN

ROANOKE, V IRGINIA 1 ARCHITECTS - ENGINEERS

rt 5 PLATE WIDTHS M A Y BE USED:

8 1 112’’ W / 8 BOLT SPA&ES

72’’ W / 7 BOLT SPACES

62 318” W / 6 BOLT SPACES CHECK GRAPHIC SCALES BEFORE USIN(

NAVAL F A C I L I T I E S ENGINEERING COMMAND DEPARTMENT OF THE N A V Y \\ “I 52 3/4” W / 5 BOLT SPACES

33 518’’ W / 3 BOLT SPACES

SCALE AS NOTED I SPEC.NFSS-M~~ 1 SHEET S9 OF 1 EC S 06E BOC1684,C5026A

LTR DESCRIPTIQN PREP’D BYDATE APPROVED

CIRCLE

I

NATERPROOFIMG I

OUTS I DE LENGTH OF MAGAZINE DESIGN

SPLICE M I N I LENGTH MUM EM BAR SIZE [ INCHES 1

TEMPERATURE 50‘ TO 80 ‘ [LESS THAN 50’ . EA ,8“@- 2 EA 83 15 ABOVE 90°F STACK

STACK 8“pl- 2 EA STACK

10”0- 1 EA , W F TO 90°F ,BELOW 30” F =4 21 10”s- 1 EA 8”@- 1 EA

1 7/16”@ HOLES @ 0 ’ - 1 9 /16 ” OC AS SHOWN

PL 114 3/4 r”l s10 9 s10

T \ 1 1/2”X1/2” FRAME . FASTEN TO DAMPER ST

& W / MACH SCREWS \ m cn

4

812 MESH - ,015 TO ALUMINUM OR BRONZ

t

1/2”X1/2” FRAME FASTEN TO DAMPER ST W / MACH SCREWS

812 MESH - ,015 TO ALUMINUM OR BRONZ

.OP . & \ m

\ D I A VENT

T O S U I T ILATOR REQO

GENERAL NOTES

1 2 114”

2 1 /2 ” 1 . DESIGN LOADS

A . 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:

318” STEEL PLATE DAMPER 1 / 4 ” CLEARANCE ALL AROUND WHEN CLOSED - FASTEN TO SHAFT W/MAC

518 - WELD ALL JOINTS SCREWS SPACED 6” 0.C

STOP ( 4 SIDES)

ARM - 1/2”X1/4”

.03 E S

GAGE CREEN 2 1/2” TYP

(TYP

BRONZE SLEEVE I N BOTH END PLATES FOR DAMPER SHAFT

m :E D = 1 .25d4

D = z .0~’/3

PL ( 1 ) SIDE- TO- SIDE

( 2 ) FRONT-TO-REAR

(U.S. U N I T S ) I--------\ r- VENT I LATOR 3ETAIL ‘2 I * 1 /4 ”PLATE J SEE DET 3 4- 1 / 4 ” @ SELF

TAPPING SCREWS

INDICATOR FLAG B . STRUCTURAL

1/16” FLEX COP CABLE

D E S i Lbi BLA’5T OVEPPRESSURE ELEMENT

FUSIBLE LINK 1 ::

(U .S. U N I T S )

101 . c

TIME DUPAT I ON I--- 2 112”

2 3 / 4 “

FA ILURE C R I T E R I A D U C T I L I T Y MAXIMUM SUPPORT

BR0TA.T I ON RAT I0 ”I FUSIBLE LINK A “I

1/16” FLEX COPPER ,/--FIN FLOOR 3 / 4 ” STEEL SHAFT

WITH SUFFIC IENT

4 *- 0

b - q - b

I I COUNTERWEIGHT ON CABLE ARM KEYED T O SHAFT 1 / 2 ” X 1 12” FRAME W I TH

SCREEN (SEE DET 2 ) WITH SET SCREW WASHER & ~ / z / / ; < i w A ’ R M ~ L g U S i B L E L INK 1 / 2 ’ {X 1 / 4 I’

ARM, TO 3 /4 “ STL SHAFT

COTTER K E Y A T EACH END

0 b

159 P5’I BLAST DOOR HEADWALL 158 F ” J

20 MS LO MS

15 -- 1 on

12” COUNTERWE I GHT

3/4”>rl/8” HLLD AS REQO TO PIPE FIRE DAMPER

SEE DET 6 /S10 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 IVE 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 COEFFICIENT K . ASSUMED COEFFICIENT OF F R I C T I O N ( C O X ON S O I L ) L;. ASSUMED SUBGRADE MODULUS

100 PSF VARIES 2000 P s i I 0 I ‘ 1 0

I 1000 PSF ZONE 4 4000 PSF 2.5 0.33 0 .so 200 PCI

3

GRAVEL F I L L

PROTECTIVE COVERING

F L U I D- A P P L I E D WATERPROOFING

LWELD EYE TO PL 518

SECURITY VENT

qj+ s10 10 SECT ION. DETAIL

SCALE: 1 1/2”= l ’ - O ” T A L E : 1 1 /2”= 1

\

2 MATERI AL STRENGTHS 33 31u

s4 ,A f ’ c = 4000 P S I A . CONCRETE 28-DAY COMPRESSIVE STRENGTH (UNO) B . REINFORCING STEEL

STIRRUPS AND T I E S ALL OTHER WELDED WIRE FABRIC

C . STRUCTURAL STEEL SHAPES & PLATES

\- CAST IRON G A L V !y = 40 K S I M I N !y = 60 K S I !LJ = 60 K S I MIN Fy = 36 K S I

FLANGE TAPPED AS SHOWN

‘7

h \ f-

I’ L. 1-w

REINF NOT SHOWN ~-\ I--- ~ - FLUID - APPLIED

A * I / wATERPRO~FING 1 ND PqEAKER. I BO STD PIPE \ I ;‘SEE FPON? WALL EL - ~ ‘ y (SEE VENTILATION

L A I SCHEDULE, T H I S SH, 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

EFFECTS OF ACCIDENTAL EXPLOSIONS. ” PROCEDURES AND REQUIREMENTS OF NAVFAC P- 3 9 7 , ”STRIJCTIJPES T O RESIST THE

4 . ELEVATION OF BOTTOM OF F T G SHALL BE ESTABLISHED BELOW THE DEPTH OF FPOST PENETRATION. FOOTING SHALL BE LnWEPED AS REQUIRED T O OBTAIN SUITABLE BEARING. ALL UNSUITABLE FOUNCATICIN M A T E R I A L SHALL BE REMOVED WITH FOOTINGS RESTING ON UNDISTURBED S O I L WITH A MINIMUM BEARTNG CAPACITY OF 4000 PSF. I F AN ALLOWABLE SOIL BEARING OTHER THAN 4000 PSF IS ASSUMED, THEN FOOTINGS MUST BE REDESIGNED.

I I c 1

AND NUMBER 1

\ 1

( P S A 11 sc

I

1 PROTECTIVE COVERINC-

PROTECTIVE COVERING VE ADHES I

CJ -

It-TEE, BUTT WELDED ‘PIPE SLEEVE I

1 ’ - O ” X l ’ - O ’ ’ F I L T E R CLOT H

I 1

i ELASTOMERIC SHEET ‘WITH 3“ FLANGE

20x 1 ” AD BRAS

5 . FABRICATION AND ERECTIClN OF STRUCTURAL STEEL SHALL CONFORM TO THE “ S P E C I F I C A T I O N FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, NOVEMBER, 1978. ”

S

s10 4 1

FLAT HE SCREWS F L U I D APPLIED

WATERPROOFING PROTECTIVE COVERING 6. ALL REINFORCEMENT SHALL BE DETAILED, FABRICATED, AND PLACED I N

ACCORDANCE WITH 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 INDICATED. ALL HOOKS ARE 90” STANDARD HOOKS, UNLESS NOTED OTHERWISE. PROVIDE DOWELS T O M A T C H REINF I N WALLS.

4- 1 /4 - 20x 1 I’

AD BRASS STD WEIGHT WROUGHT STEEL G A L V PIPE

FLAT HE SCREWS GRAVEL F I L L

’/2 C Y CAPILLARY WATER 3 ” COMPOSITE ARCH DETAIL p)*- *

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 SPL ICES SHALL BE CLASS C . i

8 . UNLESS OTHERWISE SHOWN, PROVIDE CONCRETE‘PROTECTION FOR ALL REINFORCING I N ACCORDANCE WITH THE B U I L D I N G CODE REQUIREMENTS FOR REINFORCED CONCRETE ( A C I 338-831.

\

B A R RI E R END OF P I P E A T OPEN SECT I ON NO SCALE

b

1

1 t NO SCALE s3 Islo DETAIL $4 P - \

-3/4”X1/8” STL STiiAF’S (31 TO DAMPER & KEY TO SHAFT WITH SET SCREWS

WELD I I

SCALE: 1 ‘/2’’= 1 ’-0” s3 Is10 VENTILATOR STACK s4 /’ PROTECTIVE COVERING

9. UNLESS OTHERWISE SHOWN, FLOOR SLAB ON GRADE SHALL BE 10 .INCHES THICK AND SHALL BE REINFORCED WITH 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. \ FIRE DAMPER

DETA I L GRAVEL F J ’ 1. 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.

*. 11. CONTINUOUS REINFORCING I N WALLS AND FOOTINGS M A Y BE SPLIC-ED, AS

REQUIRED, PROVIDING BARS ARE OF THE LONGEST PRACTICABLE LENGTH AND SPL ICES ARE SHOWN ON THE REINFORCING SHOP DRAWINGS. SEE TABLE-1. T H I S SH.

I 1 s2 Is10 SCALE: 1 1/2”= 1 ’ -0” DETAIL F L U I D- A P P L I E D

WATERPROOFING SCALE : 1 1/2”=1 ’-0” k&b’ TABLE 1

MINIMUM- LENGTH ia CJ CORRUGATED STEEL ARCH

VENTILATOR SCHEDULE I 12. SUBSURFACE DRAIN T O BE S I T E ADAPTED T O D R A I N T O FRONT OR REAR OF MAGAZINE,

13. WHERE THE WATER TABLE IS NEAR THE ELEVATION OF THE MAGAZINE FLOOR SLA‘B. .,

THE D E T A I L S SHALL BE MODIF IED TO PREVENT WATEP SEEPAGE INTO THE MAGAZINE I E .G . 0 WATERSTOPSI .

I

F I L T E R CLOTH ELASTOMERIC CAULK

1 2 1 4 . PROVIDE CRACK CONTROL J O I N T S I N SLAB ON GRADE AT 25 ’ -0” ON CENTER

! “ 0

( M A X I UNLESS OTHERWISE SHOWN.

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 . DETAIL

26 I NO SCALE 1 s21s10 4 u\ s9 / I 31 I I I 86

s10 87 39 TYPICAL GROOVE FOR ALL

a INTERIOR OR UNEXPOSED WALL

IY 118” MIN

? - PREMOLDED OF 0

1 =* I 30 BAR DIAMETERS (DEFORMED DOWELS)

SLEEVE AT ONE END

TYP I CAL GROOV INTERIOR 0 UNEXPOSED WALL FACES

89 65

FOR BARS SPACED 6” OR MORE, MULTIPLY TABLE I I VALUES BY .8 EXCEPT NO SPLICE LENGTH d b = BAR D I A I I SHALL BE LESS THAN 12”.

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 )

HOOK DIMENSIONS FOR \ - CUT ALTERNATE BARS I N BOTH FACES AT “TYP; AL GROOVE FOR JOINT DO NOT CUT E X T t IOR WALL FACE

BARS AT

\ k Y CLOSED T I E S & STIRRUPS

I

I \ 1 CHECK GRAPHIC SCALES BEFORE USING TYPICAL GROOVE FORJ LEXTERIDR FACE EXTERIOR WALL FACE

\

DEPARTMENT OF THE N A V Y

NAVAL F A C I L I f I E S ENGINEERING COMMAND 1 HORIZONTAL

TOP OF HAL NO SCALE

GRAP-H I C SCALES * 2

CONTROL JOINT VERTICAL CONSTRUCTION JOINT 12“ 9 “ 6 “ 3 “ 0 EARTH-COVERED CIRCULAR COMPOSITE ARCH MAGAZINE

S‘T R U C T UR A L ELEVATION SHOWING PLACING OF DOHELS

CONCRETE WALL JOINT DETAILS I \ NO SCALE

EC S 1 7 A ,OCIS84,CSO26A I

PREP’D DESCRIPTION L T R BYDATE APPROVED

- CANOPY

I.: .‘ ‘ b

BOND DOOR FRAME T O STEEL ARCH WITH Nd. 6 AWG BARE STRANDED COPPER‘CABLE A T TOP . AND BOTTOM OF JAMB EACH 1

SIDE

.

TYPE B

- -H- -+-H-- I

(

DOOR L I M I T SWITCH-

DO DE DO MO

9 STANDOFF INSULATORS OC. SEE OETAIL El E2

. , . - _ _ _ _ _ - - - - - - _ _ _

LEGEND 1 SEE L T G 7 F I XTURE

LIGHTING FIXTURE - CEIL ING TYPE A LETTER DENOTES SWITCH CONTROL LIGHTING FIXTURE - BRACKET TYPE B SCHEDULE ON

NAVFAC DRAWING NO. 1404389

SINGLE RECEPTACLE - GND TYPE - 20A,125V,?-P,3W,GFI : TYP€

JUNCTION BOX, WALL MOUNTED

/ . I I I LOCAL SWITCH WITH PILOT LIGHT - SP-20Ap 120/277V [SUBSCRIPT DENOTES FIXTURE CONTROL)

D I STRI BUT I ON PANELBOARD 120 /240Vc 1 ld, 3W ,SIN ,SOL I D GROUND BUS I N NEMA 3R ENCLOSURE

I

,

ORDNANCE GROUNDING BUS BAR. SEE NOTE 8 AND DETAIL

L PROVIDE BOLTED .CONNECT ION A T CENTER OF BUS FOR CABLE FROM GROUND G I R D L E ~ ~ ~~ ~ _ _

NOTE: ALL L T G FIXTURES ARE 200 W A T T S I Z E . FOR DESCRIPTION SEE I-- EXPLOSION PROOF SEAL F I T T I N G I N CONDUIT RUN

WIRING I N R I G I D CONDUIT - EXPOSED fCROSS MARKS DENOTE NUMBER OF WIRES WHEN OTHER THAN TWO

6 -&--

- -H-

---

0

XP

WP

Q D IXI

NOTES

LTG FIXTURE SC OF FIXTURES DE M A G A Z I NE . MAGA IS 8 0 ’ - 0 ” .

HEDULE PENDS ZINE L

. T O T A L ON LENG ENGTH S

_ _ _

NUMBE TH OF HOWN

R

I I f - e ARCH MAGAZINE I GROUNDING CONDUCTOR AS DESCRIBED (SEE NOTE 5 )

GROUND ROD (DRIVEN I N EARTH) W/TEST POCKET’

OR V I C OR TOR

LOCK I NG CONTINUOUS BURIED GND GIRDLE - NO. 1/0 AWG BARE STRANDED COPPER CABLE- 1 ’ - 6 ” MIN. BELOW GRADE EXCEPT 2 ’ - 0 ” MIN. UNDER ROADWAY (SEE NOTE 6 )

E OPEN/CL OSE

I M A X . S = l O ’ - O ’ ‘ - I

EXPLOSION PROOF

1 I’ EMPTY CONDUIT \ :-7‘Tll i i I WEATHER PROOF v

FOR IDS SYSTEM

IDS JUNCTION BOX

b

MOTOR - NUMBER DENOTES HORSEPOWER ORDNANCE GROUNDING BUS BAR SEE NOTE 8 AND GETAIL

PROVIDE BOLTED CONNECTION’ A T CENTER OF BUS FOR CABLE FROM GROUND GIRDLE -7 COMPOS I TE ARCH

CABLE T O CABLE CONNECTION BY EXOTHERMIC WELD PROCESS

MOTOR CONTROLLER

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 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 MIN. S I Z E 3 / 4 ” .

3 . CONDUCTORS SHALL BE COPPER WITH RHW OR THW INSULATION (EXCEPT GROUND CONDUCTOR). MINIMUM S I Z E NO. 12AWG.

FOR GROUNDING SEE TYPICAL GROUNDING PLAN ON SHEET E 2 . \ L

STANDOFF INSULATORS 2 ’ - 0 ” O C . SEE DETAIL @ “\

i MOTOR CONTROLLER FOR M=k DOOR OPEN/CI OSE *MOTOR-/ )/I I i I ‘-PANELBOARD T O BE LOCATED”

UNDER CANOPY. SEE FRONT *

WALL ELEVATION ON,THIS SHEET. I

SEE FRONT WALL ELEVATSlN] ?:HIS SHEET FOR W I R I N G

1 ” FdPTY CONDUIT FOR IDS SYSTEM T Y P I C A L P L A N

L E N G T H V A R I E S - 8 0 ’ MAX INCOMING SERVICE CND SEE ELEV THIS SHEET SINGLE L I N E DIAGRAM SHEET E 2

H I 1- 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 R O A D W A Y .

SPEC I F I C A T I ON M 2 1

THE CABLE SHALL BE INSTALLED I N HEAVY WALL R I G I D PVC CONDUIT FOR PHYSICAL PROTECTION.

5. FOR GENERAL GROUNDING REQUIREMENTS REFER T O NAVFAC STANDARD

I

6. WHERE GROUND GIRDLE I S LOCATED UNDER ROADWAY

7 . FOR DETAILS OF STEEL ARCH GROUNDING CONNECTIONS SEE NAVFAC DWG NO. 1404389.

80 ORDNANCE GROUNDING BUS BAR SHALL BE FOR EQUIPMENT GROUNDING ONLY AND SHALL HAVE ONE POINT GROUND CONNECTION T O THE GROUND GIRDLE

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.

AS SHOWN, AND SHALL OTHERWISE BE COMPLETELY ISOLATED FROM ALL OTHER 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

WELD COPPER CABLE T O R A I L S EXTEND CONDUIT UNDER AND MOUNT

FIXTURE ON F A C E O F METAL CANOPY. COORDINATE CLEARANCES.7

GRADE -7 0 I / CONCRETE WALL, a l l 0 AWG

BARE STRANDED COPPER CABLE T O GROUND GIRDLE

F 2 ’ - 0 ” WIN A I R TERMINAL 2 ’ -

A I R

I 1 1 ’ I 1 1 1 0 ” M I N

/

#$?+.-A GRD R t I 7

- -_____ - RUN * l / O AWG BARE STRANDED COPPER r FIXTURE TYPE B

/- MOUNT 4812 , 3/q” CND

I

NOTE: RAILROAD NOT PART OF STD DWG. I F RAILROAD

GROUND I NG AS I ND I CATED . IS USED, PROVIDE

v.

1 / G A’WG BARE STRANDED CLAMP COPPER CABLE GRAVEL

‘OD

CABLE T O TROLLEY TRACK AND DOOR FRnME

POCKET GRD ROD /

- -- --

TROLLEY TRACK b I I

-METAL CANOP’? NOT SHOWN FOR CLARITY

A I R TERMINAL SUPPORT BAR OF 3 / 8 ” X 1 1 / 2 ” 1 /2 ” D I A MIN\ 17 STEEL BENT AS SHOWN DETAIL-GROUNDING-\OF RR TRACK

NO CCALE ., U-BOLT CLAMPS

I I I I I

-1“ WIDE X 118’’ THICK STEEL GROUND1 NG TYPE CONNECTOR-, I

J I 1 / I I

BAND. CLAMP T O VENT P I P E AND SoLDERLE!SS TYPE CABLE Luqw BOLT T O SUPPORT BAR. J n I i r \ - - -- - --- I

DOOR L I M I T SW1Ttt-i NO. 110 AWG BARE STRANDED COORDINATE L O C A T I ON 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 T O GROUND GIRDLE. CONNECTIONS SHALL

WITH COUNTERWEIGHT COPPER CABLE T O GROUND NRDLE.+II ;I MOUNT PANELBOARD

” OFF WALL 1.0a12, 1’’ CNO .+%-: /i - - - ’/4

I

, H I 1 I I I !!w.*L‘AToR7 /- TYPICAL ALL WALL V E I NT ILATORS. BE NO. 6 AWG MIN. BARE STRANDED COPPER W I R E

EQUIVALENT CAPACITY COPPER BRAID STRAP. OR

OPEN/CLOSE PUSHBUTTON STATION

I I

LO4

I

WELD 86 AWG BARE STRANDED COPPER 5 GROUND T O REBAR AND VENTILATOR AND EXTEND T O GROUI4D I

,/- -// * I MOUNTING HEIGHT

MAIN AND D I STR I BUT I O N PANELBOARD

6 ’ - 0 ” T O TOP \

IN DOOR LOCKING DEVICE U-BOLT GND CONNECTOR FOR r CONNECTING 2 PARALLEL CABLES T E S T P OCKE T WI TH ’GRAVEL F I L L AND SOIL TOPFING - I ‘. , . . -

L T G SWITCHES I N WP CAST M E T A BOX LQCATE BE B O T T O M EL k V A T I O N OF DOOR ~ LOCKING DEVICE

\ / T O GND ROD A T 30” F I N GRADE - V E N T I L A T O R G R O U t V d I N G DETA I L CONDUIT ,TO I D S JUNCTION

BOX I

NO SCALE‘ E Z I E I WALL VENT I L A T O R

I 1 11 . 1 1 1 CONTINUOUS GROUND GIRDLE UNDISTURBED ORIGINAL GROUND

sl/Q AWG BARE STRANDED COPPER CABLE 1 ; *-

I ; - - I

‘k- 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” MIN. BELOW F I N GR. RUN 5 0 ’ MIN. FROM STRUCTURE

. GROUND CONkCPION TO STRUCTURE

COPPER CLAD STEEL b GROUND ROD 1 ” D I A =l/O AWG BARE STRANDED COPPER CABLE

2 .

I LENGTH AS I CHECK .GRAPHIC SCALES BEFORE USING

1 DEPARTMENT OF THE NAVY

NAVAL FACIL IT ‘ IES ENGINEERING COMMAND b 200 STOVALL S T R E E T ALEXANDRIA . VA . 2233;

STANDARD EARTH-COVERED CIRCULAR COMPOSITE

ARCH MAGAZINE

W 4 REQUIRED

TYPICAL GND ROD INSTALLATION GRAPHIC SCALES PLANS ELECTRICAL AND DETAILS

EC S 12B 0OC1684,C5@26A

.

REV1 S I ONS PREP'D BYDATE APPROVED DESCRIPTION LTR

s l / O AMG BARE STRANDED COPPER CABLE FOR ORDNANCE GROUNDING BUS 7

20 ' M IN *hF-tt -TOP OF FDN WALL CONTINUOUS SLOTs CONC iNSERT OF 13 /16 "X13 /32 " 19 GAGE STL CHANNEL

7 CERAMIC STANDOFF I NSULATOR 3/4 ' I D I A

I I /-GROUND ROD(TYP1

~~

DETAIL @

I

I

I * l / O AWG BARE COPPER GROUND GIRDLE

' I I

' I I

I I I BUS CON

AP

BAR T I NUOUS

*6 AWG BARE STRANDED COPPER TO METALLIC EQUIPMENT (TYP)

;NDG "X 1 ' I

STR ELECTRICAL LOAD SCHEDULE 1 I \ OF 1/8 1 , COPPER n l / O AWG BARE STRANDED COPPER CABLE TO TROLLEY TRACK AND DOOR FRAME

8 1 1 0 AWG BARE STRANDED COPPER .I. ii' I F CORRUGATFn STFFI

I ., I MAGAZINE S I Z E I EXTERIOR I INTER I OR I MOTOR 1 PANEL TOTAL I I n n n . , I I I I 1 I - - 1 1

( 1 MAG) Q T Y S I Z E TYPE WIDTH LENGTH L G T F I X RECP L T G F I X RECP HKLH

( F T ) ( F T ) Q T Y I WATTS Q T Y 1 WATTS QTY 1 WATTS Q T Y 1 MATTS (KW) ON TOP C TO CONNECT-VENTILATORS '- - -

TOGETHER, I F MORE THAN L- 10-32X5/8" ' LONG / I THD STL ROD 10-32X3/8" LONG BRONZE MACH SCREW

- - A I R TERMINAL

OPPER CABLE $4" CND.

- - - . _ VENT I LATOR@ ONE VENTILATOR

SEE DETAIL *6 AWG BARE ST ANDED 2 E l CONNECT TO NEUTRAL BUS OF PANELBOARD

s l / O AWG BARE STRANDED COPPER - SERVICE GROUND

6 . I' 2 HP 2880 2 HP

1 2-5 80 1 i 30 1 900 10 200 0 1 2 25 50 i

! 00 1 900 5 200 0 ' 1 7880 5 . 10- 32 SPRING NUT

FRONT VIEW SECT I ON -T CABLE FOR ORDNANCE GROUNDING BUS I i i i /I ORDNANCE GROUN:D + I NG BUS BAR I m ICONNECTED LOAD I I 1 I I I I 1 I I 1

GROUNDING CONDUCTOR FROM STRUCTURE(TYP1 d / O AHG BARE STRANDED COPPER CABLE fTYPf DETA 1 L

DISTRIBUTION PANELBOARD SOLID NEUTRAL GROUNDED r NO SCALE ' E ~ 2 ' T Y P I C A L GROUNDING -PLAN SCALE: 1 " = 2 0 ' - 0 " I N NEMA 3R ENCL.

MA INS : 60A .W/6OA BKR . BRANCHES: L T G S & RCPTS

20A, RCPT GFCI TYPE,

A I C : 10,000A SYM M O T O R : 2P-30AMP

RCPTS.

MOTOR

LIGHTS

L I G l j T S t

SPARE

SPACE

OPENING L I M I T SHITCH

OPENING AND CLOSING CONTACTS7 N

KEY OPERATED ON/OFF SWITCH f -7wT CORRUGATED STEEL ARCH

L1

/ SPACE Z

5:

0 I

(\1

F-4

. .

. RLOAD TACTS

I - u J E CON

CLOSING L I M I T SWITCH>--' \CLOSING COIL NO. 6 AHG STRANDED INSULATED COPPER CABLE GND CONNECTION. NELD T O 1/0 ANG GROUNDIMG CONDUCTOR AS SHOWN DOOR WIR,I -NG AN0 CONTROL DIAGRAM 1 r- - -

GROUND CONNECTORS SUITABLE FOR CONN OF LABLES AND RODS AS I N D I C A T E D ON PLANS

----FIN f L

M A I N T A I N 4'' M I N CLEARANCE BETWEEN EQPT GND BUS INCOMING UNDERGROUND NO SCALE BAR AND GND J UMPE SERVICE, 120/240 VOLT, 3 W n

1 PHASE, 60HZ - 2 " CND

-7 2 ' - 0 " MIN B E L O W F I N GRADE

'.

t I LIGHTNING ARRESTOR 4-&---

ELECTRICAL SERVICE SINGLE L INE D I A G R A M NO. 1/0 AWG BARE STRANDED COPPER CABLE T O GROUND GJRDLE GROUNDING OUTLET T O BE LENGTH OF METAL

ROD MELDED T O REINF STL AND EXTENDED 4" BEYOND SURFACE OF CONCRETE FOR

NO SCALE

SEAL CONCRETE PENETRATIONS WITH WATERPROOF SEALANT CONNECTION

[ 1 I

I

\ \ 2'"'

\

7 - - - *-- - Y - - - +.--- I *--- * '- - - -+ MIN - - - * - - - \ I I I I I I I t * - ? t . -7 T

A-* A A I I 1 T 1 I 1; CONNECTION + * - -4 4 ;-+ +f 1 1 I 1 2 I l J I I I I I I t 7-• t 7 - * T

1 1 I I I '

b ' 1 ' 1 1

1 I I /-WELDED STUD

A ,-• A I

( T Y P ) SEE

I

1

[ 1 I

I

r \ \ 2'"'

\

* '- - - -+ MIN - - - * - - - 7 - - - *-- - Y - - - +.--- I *--- \ I "

LIGHTING FIXTURE SCHEDULE 1/4-20 THD JAMB NUTS I I I1 I I I

I1 I 1 I I I ti------- 1 ' 1 I 1 I ' ITYPE I lsrzEl

A EXPLOSION PROOF INCANDESCENT CEIL ING

GUARD AND DOfrlE REFLECTOR SUITABLE

GROUP G .

MOUNTED ASSEMBLY WITH CLEAR LAMPPGLOBE

FOR HAZARDOUS LOCATION CLASS I, D I V 11, GROUP D AND CLASS 11, D I V 11,

200w t

It T Y P I C A L GROUND CONNECTIONS SECT I ON (I- * ! I I I 1 I I I 1 1 I - I

A

+ * - -4 4 4-+ + 1 1 I 1 2 I l J

I 1 TI- * I T I I I I

1 T 1 I 1 //-

I I t t -I* I t

SECTION NO SCALE E 2 L E 2 WELDED STUD CONNECTION ( T Y P ) SEE

NO SCALE , ' E & ' t

i O m 6 AWG BARE STRANDED COPPER CABLE GND CONDUCTOR n

TOR 1

1

1 1 , NO. 6 AWG BARE ,

I ! -I! 4 1 *I- 4 STRANDED COPPER CABLE A I [TYP) I ' I I 1 I 1 I I CORRUGATED

I I \---WELDED STUD I J- J-

SECTION f;T\ PLAN STEEL ARCH GROUNDINGXONNECTIONS SCALE: 1 / 8 " = 1 ' - 0 "

NO SCALE . -EZLE2; *

NOTES f: NOTE: GROUNDING CABLES AND CORRUGATED STEEL ARCH CONNECTIONS SHALL BE AS SHOWN

----

1 / 4 - 2 0 fHD STL S 1 " LONGJSEE NOTE

SOLDERLESS CABLE CONNECTOR, SIDE ENTRANCE TYPE FOR

1 . REQUIREMENT: DUE T O SEALING OF JOINTS AND DAMP-PROOFING REQUIRED BY NAVFAC STANDARD SPECIFICATIONS M 2 t INDIVIDUAL 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

' IN DETAIL \ Em' \ TUD

' 3 , THIS SH)

NO. 6 AWG STRANDED COPPER CABLE 2. CONNECTIONS: THE GROUNDING CONNECTIONS SHOWN SHALL BE INSTALLED

ON THE INTERIOR SURFACE OF THE STEEL ARCH. FOR DETAILS OF THE V4-2O THD STL STUD 1" LONG (SEE NOTE 2, THIS SH) z

INTERCONNECTIONS BETWEEN STEEL ARCH AND GROUNDJNG SYSTEM SEE DETAILS T H I S SHEET.

WELDED STUD GROUND CONNECTION 3. WELDED STUDS: WELDED STUDS SHALL BE OF TH SHOWN 'AND SHALL BE INSTALLED BY THE SHIELDED EL I TOR-

DISCHARGE 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

,-

CHECK GRAPHIC SCALES B t 3RE USING T Y P I C A L WELOEO STUD

i

DEPARTMENT OF THE NAVY I NAVAL F A C I L I T I E S ENGINEERING COMMAND DETA I L

1

I 1 I ALE XANOR 1 A VA . 22332 200 STOVALL STREET

D E T A I L < 9 NO SCALE E2 E 2

t OSGN!:~;~V DR - L ~ . ~ cw( 9bh , 4

SWV DLfl CH ENCR Q L J STANDARD EARTH-COVERED CIRCULAR COMPOSITE . I . /DATE

NO SCALE 'E ZJE 2' THE WELDING PROCESS DESTROYS THE GAL VANI ZIN G ON THE ARCH STEEL THE AREAS SHALL BE RECOATED BY ZINC SPRAYING T O PROVIDE PROTECTION AGAINST CORROSION WHILE MAINTAINING ELECTRICAL CONDUCTIVITY. ARCH MAGAZINE

ELECTRICAL &w SCHEDULES AND SINGLE L I N E G I A G R A M -

'CL 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.

ALL REINFORCING STEEL I N BUILDING, PLATFORN, 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 BE NO. 6 AWG MIN BARE STRANDED COPPER WIRE OR EQUIVALENT C A P A C I T Y COPPER BRAID STRAP.

. I

EC S 138 .OC1684,C5026fl * . -

I