FOR MODEL #154-37 ROTARY WEDGE-LOCK VAULT ... - Diebold

L687202
(DIMENSIONS IN FEET-INCHES)
DIMENSIONS IN MILLIMETRES
THIRD ANGLE
"ALL DIMENSIONS AND DESIGN CRITERIA PROJECTION
SUBJECT TO CHANGE WITHOUT NOTICE" PAGE 1 OF 7
FILE NO. 186-202 REV. 3
CALL 1-800-999-3600
SALES ORDER NUMBER:
CUSTOMER NAME:
FREE SPAN VAULT SIZES ( INSIDE DIMENSIONS )
"C"
2108 (6’-11") PIT IN FLOOR
-DIRECTION CEILING AND FLOOR
PANELS RUN ( A=PARALLEL,
B=PERPENDICULAR ) TO THE VAULT
WALL WITH VAULT DOOR OPENING.
C
L
W ALL OPENING
635
(2’-1")
PIT
0
A
B
127 (5")
RECESS
0 0
R
LEFT INSIDE WALL.
(6) SIDED MODULAR VAULT
( FREE SPAN VAULT SIZES ) CLASS 3
FOR MODEL #154-37 ROTARY WEDGE-LOCK VAULT DOOR
WIDTH "D" X DEPTH "F"
UP TO 5,639 (18’-6") X VARIABLE
VARIABLE X UP TO 5,639 (18’-6")
LOCATION OF CENTERLINE "E"
OF VAULT DOOR OPENING FROM
MINIMUM DISTANCE 1,422mm (4’-8")
305 (1’-0") VAULT WALL
1905 (6’-3") W ALL OPENING
102 (4") 102 (4")
2108 (6’-11") PIT IN FLOOR PANEL
305 (1’-0") PIT
PIT REQUIRED IN FLOOR (BY OWNER)
SEE
NOTE 3
76 (3") PIT IN FLOOR (BY OW NER)
2253 (7’-4")
W ALL OPENING
( 4")
102
76 (3") PIT IN FLOOR PANEL
"J"
D+610mm (2’-0")
DEPTH "F"
VAULT PLAN
HEIGHT "G"
"K"
WIDTH
"D"
F+610mm (2’-0")
2591 mm (8’-6") STANDARD HEIGHT
MAXIMUM HEIGHT 3,658mm (12’-0")
(INSIDE DIMENSION)
MINIMUM HEIGHT WITH DOOR
2,235mm (7’-4")
SEE DETAIL "A" SEE DETAIL "B"
VERTICAL SECTION "A"
0
SPECIFICATIONS:
PANEL CONSTRUCTION:
HIGH SECURITY REINFORCED MODULAR CONCRETE PANELS.
PANEL CONNECTIONS:
BUTT JOINT AND WELDED
PANEL THICKNESS:
305 (1’-0")
COMPRESSIVE STRENGTH:
11,500 PSI
UL LISTINGS:
CLASS 3 - 120 MINUTE
TOTAL VAULT PANEL WEIGHT PER SQUARE FOOT:
F X G X 2 X 164 LBS PER SQUARED FOOT= L
G X J X 2 X 164 LBS. PER SQUARED FOOT= M
J X K X 2 X 164 LBS. PER SQUARED FOOT= N
5’-0" X 7’-4" X 164 LBS. PER SQUARED FOOT= R
(L+M+N) - R= TOTAL VAULT PANEL WEIGHT PER SQUARE FOOT
OUTLINE OF FLOOR RECESS ( BY OTHERS ) FOR
INSTALLATION. ALLOW 127mm (5") CLEARANCE ON FRONT
( DOOR SIDE ) OF VAULT, 76mm (3") CLEARANCE ON SIDES
AND BACK OF VAULT (TYPICAL FOR ANY SIZE VAULT).
NOTE:
ALTERNATE ALARM AND ELECTRICAL CONDUIT
PENETRATION CAN BE IN THE WALL OR
CEILING PANELS.
PLACE THE LETTERS "CP" IN THE PREFERRED
LOCATIONS.
A
HEADER
PANEL
PANEL THICKNESS
305 ( 1’-0")
CP
25 (1") DIA. CONDUITS 25 (1") DIA. CONDUITS
WALL OPENING
VIEW FROM OUTSIDE VAULT
STANDARD ALARM AND ELECTRICAL POWER
CONDUIT PENETRATIONS IN VAULT DOOR
HEADER PANEL. SEE NOTE ABOVE FOR
ALTERNATE LOCATIONS.
C WALL OPENING
L
( 4")
102
178 ( 7") 178 ( 7")
1
89 ( 3 2")

THIRD ANGLE
DIMENSIONS IN MILLIMETRES
"ALL DIMENSIONS AND DESIGN CRITERIA
PROJECTION (DIMENSIONS IN FEET-INCHES)
SUBJECT TO CHANGE WITHOUT NOTICE" PAGE 2 OF 7
FILE NO. 186-202 REV. 3
0
FLOOR
FINISH
3
9 ( 8")
76 (3") PIT
REQUIRED IN
FLOOR (BY
OWNER) GROUT
BY G.C.
A
B
C
D
A
FLOOR FINISH
ROUGH RECESS
RECESS INCLUDING
FLOOR FINISH
VAULT DOOR
SHIM THICKNESS
A FLOOR FINISH
THICKNESS
PANEL
305 ( 1’-0")
0
0 0 0
25 ( 1") MAXIMUM
FOR LEVELING
ALL MODULAR VAULTS MUST BE DESIGNATED BY THE FOLLOWING
MODEL NUMBER CONFIGURATION.
THIS DESCRIPTION MUST BE COMPLETED AND SUBMITTED TO YOUR
PRODUCT COORDINATOR WITH ORDER.
MVS- 3
MODEL NUMBERING SYSTEM
- - - - -
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
A B C D E F G H
A- MODULAR VAULT SYSTEM
B- UL CLASS
VAULT
DOOR
SHIM
CONCRETE SILL
ROUGH RECESS
0
C- DIRECTION CEILING AND FLOOR PANELS
RUN (A=PARALLEL, B=PERPENDICULAR) TO
THE VAULT WALL WITH VAULT DOOR OPENING.
GENERAL SPECIFICATIONS:
"A" VAULT SIDE WALL PANELS EXTEND PAST THE FRONT AND REAR WALL
PANELS TO FORM THE OUTSIDE VAULT CORNERS. "B" VAULT FRONT AND
REAR WALL PANELS EXTEND PAST THE SIDE WALL PANELS TO FORM THE
OUTSIDE VAULT CORNERS.
ALL CLASS 3 VAULTS UTILIZE 813mm (2’-8") WIDE PANELS TO MAKE UP
WALLS, FLOORS AND CEILINGS. A MAKE UP PANEL ( ONE OR TWO PER SIDE)
WILL BE USED TO ACHIEVE VAULT SIZES NOT IN MULTIPLES OF 813mm
(2’-8"). THE MAKE UP PIECE MAY NOT BE NARROWER THAN 406mm ( 1’-4").
THE ELECTRICAL CONTRACTOR (E.C.) MUST FURNISH AND INSTALL ALL CONDUIT AND
JUNCTION BOXES, PROVIDE AND PULL ALL POWER WIRES AND MAKE ALL ELECTRICAL
POWER CONNECTIONS. E.C. TO PROVIDE AND PULL ALL ALARM WIRES, TAG AND
CONTINUITY TEST UNLESS PART OF DIEBOLD CONTRACT.
ALL CONNECTIONS ON ALL CLASSES OF VAULTS ARE WELDED BUTT JOINT. SEAMS
LINE UP ON FLOOR, SIDE WALLS AND CEILING IN DIRECTION PANELS RUN.
VAULT SIZES MUST BE SHOWN IN EVEN INCHES. NO FRACTIONS OF INCHES
WILL BE ACCEPTED IN VAULT SIZING.
STRUCTURAL CALCULATIONS REQUIRED FOR INSIDE HEIGHT OF WALL PANELS
OVER 4,572mm (15’-0").
THE FLOOR PANELS ARE DESIGNED TO CARRY A LIVE LOAD OF 500#PSF.
STRUCTURAL SUPPORT PROVIDED BY PURCHASER MUST BE LOCATED AT
INTERVALS OF 2895mm (9’-6") PANELS RUNNING PERPENDICULAR TO PANEL
LENGTH.
NO LIVE LOADS OF ANY KIND ARE PERMITTED ON ANY VAULT CEILING.
IT IS "MANDATORY" THAT THE OWNERS GENERAL CONTRACTOR (G.C.) GROUT IN THE
SPACE BETWEEN THE VESTIBULE AND VAULT PANELS, FLOOR RECESS AND PIT
AFTER VAULT DOOR IS INSTALLED BY DIEBOLD. GROUT TO CONSIST OF CLEAN
SAND AND CEMENT USING FORMULATION TO PROVIDE AT LEAST 3,000 P.S.I.
(EQUIVALENT TO 6 BAG MIX). CAUTION: GROUTING USING MECHANICAL OR
HYDRAULIC METHODS MAY RESULT IN DAMAGE TO VAULT DOOR.
THE INTERIOR SEAMS AND CONNECTING PLATES TO BE CAULKED AND COVERED BY
APPLICATION OF WALL COVERING, FLOOR COVERING, OR CEILING TILE BY PURCHASER.
IT IS RECOMMENDED THAT THE EXTERIOR EXPOSED SURFACES BE CAULKED AS
NECESSARY AND/OR BE COVERED WITH AN APPLIED FINISHING MATERIAL BY
PURCHASER.
-WF
(TO BE COORDINATED WITH SERVICE/INSTALLATION).
D- INSIDE WIDTH OF VAULT
*
E- LOCATION OF CENTERLING OF VAULT DOOR
OPENING FROM LEFT INSIDE WALL.
F- INSIDE VAULT DEPTH
G- INSIDE VAULT HEIGHT
* *
H- (WF) WITH FLOOR PANELS
D
RECESS INCLUDING FINISH FLOOR
DETAIL "A"
6
1
( 4")
330
(13")
6
1
( 4")
10
3
( 8")
330
(13")
10
3
( 8")
13
1
( 2")
330
(13")
13
1
( 2")
A FLOOR FINISH
76 (3") PIT IN
FLOOR PANEL
GROUT BY G.C.
*
ALL NUMBERS INDICATE DIMENSIONS IN FEET AND INCHES.
*
B
16
5
( 8")
330
(13")
16
5
( 8")
C
19
3
( 4")
330
(13")
337 340 343 346 349
1 3 1 5 3
(13 4")
(13 8")
(13 2")
(13 8")
(13 4")
19
3
( 4")
FLOOR FINISH
GROUT
(BY G.C.)
ROUGH RECESS
RECESS INCLUDING FINISH FLOOR
DETAIL "B"
A
0
0
B C
MODULAR VAULT APPLICATIONS
( PLEASE CHECK ALL THAT APPLY )
JOB SITE CONDITIONS WILL NOT ALLOW EXTRA
WIDE VAULT PANELS TO BE USED. ( COORDINATE
WITH SERVICE AND INSTALLATION )
MAXIMUM WIDTH OF OVERSIZE PANELS:
1321 mm (4’-4")
FOR VAULTS WITH WIDTH AND LENGTH DIMENSION
OVER 5,639mm (18’-6") SPECIAL CEILING SUPPORT IS
REQUIRED.
HVAC PORT- ( IF CHECKED ) NEED DRAWING
SHOWING LOCATION.
#154-37 ROTARY WEDGE LOCK VAULT DOOR
OTHER VAULT DOOR ( MUST SPECIFY DOOR
INFORMATION )
MODEL NO.
MASONRY OPENING SIZE
VAULT VENTILATOR IN PANEL
1. MAY BE REQUIRED WITH OTHER VAULT DOOR
2. WHAT SIDE OF VAULT DOOR OPENING ?
HINGE SIDE JAMB SIDE

THIRD ANGLE
DIMENSIONS IN MILLIMETRES
"ALL DIMENSIONS AND DESIGN CRITERIA
PROJECTION (DIMENSIONS IN FEET-INCHES)
SUBJECT TO CHANGE WITHOUT NOTICE" PAGE 3 OF 7
FILE NO. 186-202 REV. 3
0
CALL 1-800-999-3600
SALES ORDER NUMBER:
CUSTOMER NAME:
FREE SPAN VAULT SIZES ( INSIDE DIMENSIONS )
"C"
-DIRECTION CEILING AND FLOOR
PANELS RUN ( A=PARALLEL,
B=PERPENDICULAR ) TO THE VAULT
WALL WITH VAULT DOOR OPENING.
2108 (6’-1 1") PIT IN FLOOR
0
0
0
0 0
R
0 0 305 ( 1’-0") VAULT WALL
0 0 470 0
1
(1’-6 2")
0 686
(2’-3")
BED PLATE
0
762 (2’-6")
PIT
0 610 (2’-0") PIT
0
0 0
0 0 0 0
0
A
B
C
L
W ALL OPENING
SEE
NOTE 3
3
10 ( 8"
) SHOE
0
2253 (7’-4") W ALL OPENING
1
216 (8 2")
0
0
0
0
0
0
(5) SIDED MODULAR VAULT
( FREE SPAN VAULT SIZES ) CLASS 3
FOR MODEL #154-37 ROTARY WEDGE-LOCK VAULT DOOR
WIDTH "D" X DEPTH "F"
UP TO 5,639 (18’-6") X VARIABLE
VARIABLE X UP TO 5,639 (18’-6")
LOCATION OF CENTERLINE "E"
OF VAULT DOOR OPENING FROM
LEFT INSIDE WALL.
MINIMUM DISTANCE 1,422mm (4’-8")
2083 (6’-10") BED PLATE
1
1
13 ( 2")
13 ( 2")
1905 (6’-3") W ALL OPENING
102 (4")
102 (4")
2108 (6’-1 1") PIT IN FLOOR PANEL
"J"
D+610mm (2’-0")
DEPTH "F"
"K"
1
BED PLATE 13mm ( 2")
X 2,083mm (6’-10") X 686mm ( 2’-3")
PROVIDED AND INSTALLED BY GENERAL CONTRACTOR
102 (4")
76 (3") PIT IN FLOOR (BY OW NER)
VAULT PLAN
HEIGHT "G"
SPECIFICATIONS:
PANEL CONSTRUCTION:
HIGH SECURITY REINFORCED MODULAR CONCRETE PANELS.
PANEL CONNECTIONS:
BUTT JOINT AND WELDED
PANEL THICKNESS:
305 (1’-0")
COMPRESSIVE STRENGTH:
11,500 PSI
UL LISTINGS:
CLASS 3 - 120 MINUTE
TOTAL VAULT PANEL WEIGHT PER SQUARE FOOT:
F X G X 2 X 164 LBS PER SQUARED FOOT= L
G X J X 2 X 164 LBS. PER SQUARED FOOT= M
J X K X 2 X 164 LBS. PER SQUARED FOOT= N
5’-0" X 7’-4" X 164 LBS. PER SQUARED FOOT= R
(L+M+N) - R= TOTAL VAULT PANEL WEIGHT PER SQUARE FOOT
WIDTH
"D"
F+610mm (2’-0")
2,591 mm (8’-6") STANDARD
HEIGHT. MAXIMUM HEIGHT
3658mm (12’-0") (INSIDE
DIMENSION). MINIMUM HEIGHT
WITH DOOR 2,235mm (7’-4")
SEE DETAIL "C" SEE DETAIL "D"
VERTICAL SECTION "A"
0
ALLOW 76mm ( 3" ) MINIMUM CLEARANCE FROM
VAULT WALLS TO ANY EXISTING STRUCTURE
DURING INSTALLATION OF VAULT PANELS
(TYPICAL FOR ANY SIZE VAULT).
NOTE:
ALTERNATE ALARM AND ELECTRICAL CONDUIT
PENETRATION CAN BE IN THE WALL OR
CEILING PANELS.
PLACE THE LETTERS "CP" IN THE PREFERRED
LOCATIONS.
A
PANEL THICKNESS
305 (1’-0")
HEADER PANEL
CP
25 (1") DIA. CONDUITS 25 (1") DIA. CONDUITS
WALL OPENING
VIEW FROM OUTSIDE VAULT
STANDARD ALARM AND ELECTRICAL POWER
CONDUIT PENETRATIONS IN VAULT DOOR
HEADER PANEL. SEE NOTE ABOVE FOR
ALTERNATE LOCATIONS.
C WALL OPENING
L
( 4")
102
178 ( 7") 178 ( 7")
1
89 ( 3 2")

(DIMENSIONS IN FEET-INCHES)
DIMENSIONS IN MILLIMETRES
THIRD ANGLE
PROJECTION
PAGE 4 OF 7
SUBJECT TO CHANGE WITHOUT NOTICE"
"ALL DIMENSIONS AND DESIGN CRITERIA
FILE NO. 186-202 REV. 3
FLOOR
FINISH
762 (2’-6") PIT
ROUGH
PIT
A B
PIT INCLUDING
FLOOR FINISH
A
B
C
D
C
FLOOR FINISH
ROUGH RECESS
ALL MODULAR VAULTS MUST BE DESIGNATED BY THE FOLLOWING
MODEL NUMBER CONFIGURATION.
THIS DESCRIPTION MUST BE COMPLETED AND SUBMITTED TO YOUR
PRODUCT COORDINATOR WITH ORDER.
MVS- 3
MODEL NUMBERING SYSTEM
- - - - -
A B C D E F G H
A- MODULAR VAULT SYSTEM
B- UL CLASS
305 (1’-0")
WALL PANEL
330 (1’-1") SHOE
VAULT DOOR
D
SHIM
686 (2’-3") BED PLATE (BY G.C.)
#5 ROD FOR ANCHORING
(TYPICAL 4 CORNERS)
DETAIL "C"
13
1
( 2")
76
(3")
13
1
( 2")
16
5
( 8")
76
(3")
16
5
( 8")
C- DIRECTION CEILING AND FLOOR PANELS
RUN (A=PARALLEL, B=PERPENDICULAR) TO
THE VAULT WALL WITH VAULT DOOR OPENING.
-NF
(TO BE COORDINATED WITH SERVICE/INSTALLATION).
D- INSIDE WIDTH OF VAULT
*
E- LOCATION OF CENTERLING OF VAULT DOOR
OPENING FROM LEFT INSIDE WALL.
F- INSIDE VAULT DEPTH
19
3
( 4")
76
(3")
19
3
( 4")
G- INSIDE VAULT HEIGHT * *
H- (NF) NO FLOOR PANELS
305 ( 1’-0")
PIT
22
7
( 8")
76
(3")
RECESS INCLUDING 343 346 349 98
FLOOR FINISH
1 5 3
(13 2")
(13 8")
(13 4")
7
(3 8")
VAULT DOOR
SHIM THICKNESS
INSIDE VAULT
FLOOR
FINISH
A
0
0
WELD
DETAIL "D")
SHOE (SEE
22
7
( 8")
0 305 (1’-0") WALL PANEL 0
3
10 ( 8"
) SHOE
0
0
152 (6")
0 SHOE WIDTH 330 (1’-1")
0
DETAIL "D"
25
(1")
25
(1")
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
*
ALL NUMBERS INDICATE DIMENSIONS IN FEET AND INCHES.
*
0
76
(3")
102
(4")
FLOOR
FINISH
A
0
0
165
")
2
1
(6
GENERAL SPECIFICATIONS:
"A" VAULT SIDE WALL PANELS EXTEND PAST THE FRONT AND REAR WALL PANELS
TO FORM THE OUTSIDE VAULT CORNERS. "B" VAULT FRONT AND REAR WALL PANELS
EXTEND PAST THE SIDE WALL PANELS TO FORM THE OUTSIDE VAULT CORNERS.
ALL CLASS 3 VAULTS UTILIZE 813mm (2’-8") WIDE PANELS TO MAKE UP WALLS,
AND CEILINGS. A MAKE UP PANEL ( ONE OR TWO PER SIDE ) WILL BE USED TO
ACHIEVE VAULT SIZES NOT IN MULTIPLES OF 813mm (2’-8"). THE MAKE UP PIECE
MAY NOT BE NARROWER THAN 406mm ( 1’-4").
THE ELECTRICAL CONTRACTOR (E.C.) MUST FURNISH AND INSTALL ALL CONDUIT AND
JUNCTION BOXES, PROVIDE AND PULL ALL POWER WIRES AND MAKE ALL ELECTRICAL
POWER CONNECTIONS. E.C. TO PROVIDE AND PULL ALL ALARM WIRES, TAG AND
CONTINUITY TEST UNLESS PART OF DIEBOLD CONTRACT.
ALL CONNECTIONS ON ALL CLASSES OF VAULTS ARE WELDED BUTT JOINT.
SEAMS LINE UP ON FLOOR, SIDE WALLS AND CEILING IN DIRECTION PANELS RUN.
VAULT SIZES MUST BE SHOWN IN EVEN INCHES. NO FRACTIONS OF INCHES
WILL BE ACCEPTED IN VAULT SIZING.
STRUCTURAL CALCULATIONS REQUIRED FOR INSIDE HEIGHT OF WALL PANELS
OVER 4,572mm (15’-0").
3
FOR VAULTS WITHOUT FLOOR PANELS A 10mm ( 8")
SHOE PLATE IS FURNISHED
(BY DIEBOLD) AROUND THE PERIMETER OF THE VAULT. THE PLATE IS 25mm ( 1")
WIDER THAN THE PANEL THICKNESS. IT IS PROVIDED WITH COUNTERSUNK HOLES
EVERY 610mm (2’-0") TO ATTACH THE PLATE TO EXISTING FLOOR. THE PANEL IS
1
THEN SET ON THE SHOE PLATE AND WELDED TO IT. A 13mm ( 2")
THK. BED PLATE
AND ANCHORS IS ALSO PROVIDED AND INSTALLED (BY OTHERS ) FOR THE VAULT
DOOR OPENING.
NO LIVE LOADS OF ANY KIND ARE PERMITTED ON ANY VAULT CEILING.
IT IS "MANDATORY" THAT THE OWNERS GENERAL CONTRACTOR (G.C.) GROUT IN THE
SPACE BETWEEN THE VESTIBULE AND VAULT PANELS AND PIT AFTER VAULT DOOR IS
INSTALLED BY DIEBOLD. GROUT TO CONSIST OF CLEAN SAND AND CEMENT USING
FORMULATION TO PROVIDE AT LEAST 3,000 P.S.I. (EQUIVALENT TO 6 BAG MIX).
CAUTION: GROUTING USING MECHANICAL OR HYDRAULIC METHODS MAY RESULT IN
DAMAGE TO VAULT DOOR.
THE INTERIOR SEAMS AND CONNECTING PLATES TO BE CAULKED AND COVERED BY
APPLICATION OF WALL COVERING, FLOOR COVERING, OR CEILING TILE BY PURCHASER.
IT IS RECOMMENDED THAT THE EXTERIOR EXPOSED SURFACES BE CAULKED AS
NECESSARY AND/OR BE COVERED WITH AN APPLIED FINISHING MATERIAL BY PURCHASER.
3
DIEBOLD TO ATTACH THE SHOE 10mm X 330mm ( 8"X
1’-1") TO FLOOR. G.C. TO PROVIDE
OUTLINE OF VAULT PERIMETER FOR DIEBOLD INSTALLATION TO LOCATE SHOE.
MODULAR VAULT APPLICATIONS
( PLEASE CHECK ALL THAT APPLY )
JOB SITE CONDITIONS WILL NOT ALLOW EXTRA
WIDE VAULT PANELS TO BE USED. ( COORDINATE
WITH SERVICE AND INSTALLATION )
MAXIMUM WIDTH OF OVERSIZE PANELS:
1321 mm (4’-4")
FOR VAULTS WITH WIDTH AND LENGTH DIMENSION
OVER 5,639mm (18’-6") SPECIAL CEILING SUPPORT IS
REQUIRED.
HVAC PORT- ( IF CHECKED ) NEED DRAWING
SHOWING LOCATION.
#154-37 ROTARY WEDGE LOCK VAULT DOOR
OTHER VAULT DOOR ( MUST SPECIFY DOOR
INFORMATION )
MODEL NO.
MASONRY OPENING SIZE
VAULT VENTILATOR IN PANEL
1. MAY BE REQUIRED WITH OTHER VAULT DOOR
2. WHAT SIDE OF VAULT DOOR OPENING ?
HINGE SIDE JAMB SIDE

THIRD ANGLE
DIMENSIONS IN MILLIMETRES
"ALL DIMENSIONS AND DESIGN CRITERIA
PROJECTION (DIMENSIONS IN FEET-INCHES)
SUBJECT TO CHANGE WITHOUT NOTICE" PAGE 5 OF 7
FILE NO. 186-202 REV. 3
686
(2’-3")
190
305
191
OUTSIDE VAULT
")
2
1
(7
(1’-0")
")
2
1
(7
12
")
2
1
(
BED PLATE WITH (4) #5 J-BEND RODS
FOR ANCHORING (TYPICAL FOUR CORNERS)
694
5
(2’-3 16")
216
1
(8 2")
BED PLATE DETAILS
PERSPECTIVE
686
(2’-3")
BED PLATE
305
(1’-0")
VAULT WALL PANEL
SECTION
694
5
(2’-3 16")
2083
(6’-10")
(4) 1" DIA. HOLES TO ELIMINATE AIR POCKETS
INSIDE VAULT
1
(6 2")
694
5
(2’-3 16")
CLASS 3 FOR MODEL 154-37 ROTARY WEDGE-LOCK VAULT DOOR
165
VAULT WALL PANELS WELDED TO SHOE PLATE,
BY OWNER’S GENERAL CONTRACTOR.
SHOE PLATE WELDED TO BED PLATE,
ALL BY OWNER’S GENERAL CONTRACTOR.
BED PLATE WITH (4) #5 J-BEND RODS
FOR ANCHORING (TYPICAL FOUR CORNERS)

THIRD ANGLE
DIMENSIONS IN MILLIMETRES
"ALL DIMENSIONS AND DESIGN CRITERIA
PROJECTION (DIMENSIONS IN FEET-INCHES)
SUBJECT TO CHANGE WITHOUT NOTICE" PAGE 6 OF 7
FILE NO. 186-202 REV. 3
BED PLATE WITH
(4) 1" DIA. HOLES AND
J-BEND RODS
PERSPECTIVE
0
SHOE PLATE AND BED PLATE DETAILS
(4) J-BEND RODS
OUTSIDE VAULT DIMENSION
PLAN VIEW
SHOE PLATE ANCHORS
SHOE PLATES
0
0
OUTSIDE VAULT DIMENSION
0

THIRD ANGLE
DIMENSIONS IN MILLIMETRES
"ALL DIMENSIONS AND DESIGN CRITERIA
PROJECTION (DIMENSIONS IN FEET-INCHES)
SUBJECT TO CHANGE WITHOUT NOTICE" PAGE 7 OF 7
FILE NO. 186-202 REV. 3
OUTSIDE
VAULT
3048
SHOE PLATE
SPECIFICATION
STEEL PLATE .375 HR AISI 1010
(10’-0")
CLASS 3
VAULT WALL
PANEL
152
(6")
330
(1’-1")
305
(1’-0")
330
(1’-1")
178
(7")
PLAN VIEW
11
1
(6) 16"
DIA. HOLES COUNTERSINK 1 8"
DIA. X 82”
127
559
559
559
559
559
127
25
(1")
(5")
(1’-10")
(1’-10")
(1’-10")
(1’-10")
(1’-10")
(5")
INSIDE VAULT
OUTSIDE
VAULT
10
")
8
3
(
SHOE PLATE
OUTSIDE
VAULT
SHOE PLATE
10
")
8
3
(
1
2"
- 13 THREAD
1
2"
- 13 THREAD
152
(6")
ANCHOR BOLT
ANCHOR
24
15
( 16")
13
1
( 2")
16
6
51
5
( 8")
ANCHOR
")
4
1
(
ANCHOR BOLT
DROP-IN
305
(1’-0")
(2")
330
(1’-1")
VAULT WALL PANEL
24
83
SHOE PLATE
")
16
15
(
")
4
1
(3
SURFACE MOUNTED SHOE PLATE
NOTE:
305
(1’-0")
VAULT WALL PANEL
RECESSED MOUNTED SHOE PLATE
127
(5")
178
(7")
IT’S THE RESPONSIBILITY OF THE OWNER’S
GENERAL CONTRACTOR TO SECURE SHOE
PLATE TO THE FLOOR CONSTUCTION.
25
(1")
WELDED BY OWNER’S
GENERAL CONTRACTOR
166
INSIDE
VAULT
")
2
1
(6
INSIDE
VAULT
WELDED BY OWNER’S
GENERAL CONTRACTOR