VG #SAMPLE A. JOLLY 11/5/2013 SHEET 1 OF 8 CHECKED DATE DRAWN SCALE EXAMPLE VEHICULAR GATE 28'-0" x 3'-8" VARIES GENERAL ISOMETRIC LAYOUT TYPICAL VEHICULAR GATE NOTE: LAYOUT, SIZES AND DETAIL ARE GATE-SPECIFIC. THIS VIEW SHOWN IS SECTIONED IN HALF. STRUCTURAL SPECIFICATIONS: 1. FLOODGATE MATERIAL TO BE ALUMINUM AS FOLLOWS: LID - 5" x 2 1/2" x 1/8" ALUM EXTRUSIONS - GRADE 6005-T5 MIN. F=35 KSI LID AND PAN - 2" x 2" x 1/4" ALUM TUBING - GRADE 6061 MIN. F=40 KSI PAN - 1/4" SMOOTH ALUM PLATE - GRADE 5052 MIN. F=30 KSI ALUM FLAT BARS, STRUCTURAL ANGLES, HINGES GRADE 6061-T6 MIN. F=40 KSI ALUM CHANNELS - 4" x 2" x 1/4" VERTICAL & 6" x 2" x 1/4" HORIZONTAL. 2. HINGE BOLTS, PINS, AND MACHINE SCREWS TO BE STAINLESS STEEL - GRADE 304, MIN. F=90 KSI. 3. RETENTION ARM ANCHOR BOLTS SHALL BE STAINLESS STEEL STANDARD THREAD BOLTS SET IN VINYLESTER BASED ADHESIVE CONTAINED IN A GLASS CAPSULE, INSTALLED PER SIMPSON STRONG TIE SPECIFICATIONS. 4. ALUMINUM TO BE WELDED WITH ALUMINUM WIRE - PER 4043 AWS A5.10 3/64. 5. GROUT TO BE COMMERCIAL GRADE NON-SHRINKING GROUT. 6. ALL WELDS REQUIRED FOR STRUCTURAL STRENGTH OF THE LID OR PAN ARE CALLED OUT ON THESE DRAWINGS. ALL OTHER WELDING, NOT SHOWN OR CALLED OUT ON THESE DRAWINGS, ARE ESSENTIALLY NON-STRUCTURAL WELDS OR WELDS WITH NEGLIGIBLE LOADS AND RESULTING STRESSES. EXAMPLES OF SUCH WELDS ARE AT SEAMS, SIDES, PAN TROUGH, AND LID TRIM ANGLES. THESE WELDS ARE TO BE SIZED BY THE FABRICATOR, TAKING INTO CONSIDERATION ASSEMBLY, TRANSPORT LIFT AND CONTINUITY REQUIREMENTS. THEY MUST BE APPROVED BY FLOODBREAK. 7. ALL CONCRETE FOUNDATION POURS AND THEIR TIE-DOWNS TO EXISTING FOUNDATIONS SHOWN IN THESE DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY. DESIGN OF THE CONCRETE FOUNDATION SLABS IS BY OTHERS. DESIGN AND SUPERVISION OF INSTALLATION OF RETENTION ARMS, ANCHOR BOLTS, AND GATE ANCHORS ARE BY FLOODBREAK. ALL CONCRETE TO BE 4000 PSI MINIMUM 28 DAY STRENGTH. REINFORCED IN EACH DIRECTION WITH ASTM - A615 MIN. F=60 KSI. SPECIAL ATTENTION SHALL BE PAID TO PROPER SUPPORT OF RETENTION ARM ANCHOR BOLTS INTO THE SUPPORTING CONCRETE. 8. ALL GASKET MATERIAL TO BE EDPM RUBBER. FLOOD SIDE GRATING DRAINAGE TROUGH LOWER PAN LID RETENTION ARMS ALUMINUM WIPER WALL EXISTING OR PROPOSED WALL
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DETAIL E
SCALE 1 / 25
E
VG #SAMPLE
A. JOLLY
11/5/2013
SHEET 1 OF 8
CHECKED
DATE
DRAWN
SCALE
EXAMPLE VEHICULAR GATE
28'-0" x 3'-8"
VARIES
GENERAL ISOMETRIC LAYOUT
TYPICAL VEHICULAR GATE
NOTE: LAYOUT, SIZES AND DETAIL ARE GATE-SPECIFIC. THIS VIEW SHOWN
IS SECTIONED IN HALF.
STRUCTURAL SPECIFICATIONS:
1. FLOODGATE MATERIAL TO BE ALUMINUM AS FOLLOWS:
LID - 5" x 2 1/2" x 1/8" ALUM EXTRUSIONS - GRADE 6005-T5 MIN. Fᵧ=35 KSI
LID AND PAN - 2" x 2" x 1/4" ALUM TUBING - GRADE 6061 MIN. Fᵧ=40 KSI
PAN - 1/4" SMOOTH ALUM PLATE - GRADE 5052 MIN. Fᵧ=30 KSI
ALUM FLAT BARS, STRUCTURAL ANGLES, HINGES GRADE 6061-T6 MIN. Fᵧ=40 KSI
ALUM CHANNELS - 4" x 2" x 1/4" VERTICAL & 6" x 2" x 1/4" HORIZONTAL.
2. HINGE BOLTS, PINS, AND MACHINE SCREWS TO BE STAINLESS STEEL -
GRADE 304, MIN. Fᵧ=90 KSI.
3. RETENTION ARM ANCHOR BOLTS SHALL BE STAINLESS STEEL STANDARD THREAD
BOLTS SET IN VINYLESTER BASED ADHESIVE CONTAINED IN A GLASS CAPSULE,
INSTALLED PER SIMPSON STRONG TIE SPECIFICATIONS.
4. ALUMINUM TO BE WELDED WITH ALUMINUM WIRE - PER 4043 AWS A5.10 3/64.
5. GROUT TO BE COMMERCIAL GRADE NON-SHRINKING GROUT.
6. ALL WELDS REQUIRED FOR STRUCTURAL STRENGTH OF THE LID OR PAN ARE CALLED
OUT ON THESE DRAWINGS. ALL OTHER WELDING, NOT SHOWN OR CALLED OUT ON
THESE DRAWINGS, ARE ESSENTIALLY NON-STRUCTURAL WELDS OR WELDS WITH
NEGLIGIBLE LOADS AND RESULTING STRESSES. EXAMPLES OF SUCH WELDS ARE AT
SEAMS, SIDES, PAN TROUGH, AND LID TRIM ANGLES. THESE WELDS ARE TO BE SIZED
BY THE FABRICATOR, TAKING INTO CONSIDERATION ASSEMBLY, TRANSPORT LIFT AND
CONTINUITY REQUIREMENTS. THEY MUST BE APPROVED BY FLOODBREAK.
7. ALL CONCRETE FOUNDATION POURS AND THEIR TIE-DOWNS TO EXISTING
FOUNDATIONS SHOWN IN THESE DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES
ONLY. DESIGN OF THE CONCRETE FOUNDATION SLABS IS BY OTHERS. DESIGN AND
SUPERVISION OF INSTALLATION OF RETENTION ARMS, ANCHOR BOLTS, AND GATE
ANCHORS ARE BY FLOODBREAK. ALL CONCRETE TO BE 4000 PSI MINIMUM 28 DAY
STRENGTH. REINFORCED IN EACH DIRECTION WITH ASTM - A615 MIN. Fᵧ=60 KSI.
SPECIAL ATTENTION SHALL BE PAID TO PROPER SUPPORT OF RETENTION ARM
ANCHOR BOLTS INTO THE SUPPORTING CONCRETE.
8. ALL GASKET MATERIAL TO BE EDPM RUBBER.
FLOOD SIDE
GRATING
DRAINAGE
TROUGH
LOWER PAN
LID
RETENTION ARMS
ALUMINUM
WIPER WALL
EXISTING OR
PROPOSED WALL
TYP LID AND PAN LAYOUT
LEGEND
DESCRIPTIONITEM
TYPICAL 2"x2"x1/4 LID STIFFENER TUBE1
TYPICAL 2"x2"x1/4 PAN STIFFENER TUBE2
TYPICAL GRATING3
TYPICAL PAN ANCHOR PLATE4
TYPICAL LID ANCHOR PLATE AND
RETENTION ARMS
5
TYPICAL HINGE DETAIL6
TYPICAL PAN SPLICE JOINT DETAIL7
TYPICAL 4" VERTICAL AND 6"
HORIZONTAL INSTALL BRACKETS
8
6"x2" CONTINUOUS DRAIN TROUGH9
VG #SAMPLE
A. JOLLY
11/5/2013
SHEET 2 OF 8
CHECKED
DATE
DRAWN
SCALE
EXAMPLE VEHICULAR GATE
28'-0" x 3'-8"
VARIES
14'-0" 14'-0"
28'-0"
INSIDE WIPER WALL
2'-5
15
32
"
4'-10
7
16
"
1 2
3 4 5
6 7
8
9
PAN SPLICE &
4" DRAIN
OF DRAIN
PIPE
LID AND PAN INSTALLATION VIEW
(WITH CONCRETE SET-DOWN)
VG #SAMPLE
A. JOLLY
11/5/2013
SHEET 3 OF 8
CHECKED
DATE
DRAWN
SCALE
EXAMPLE VEHICULAR GATE
28'-0" x 3'-8"
VARIES
8" 28'-4" (FIELD VERIFY)
2"
14'-0" SECTION
14'-0" SECTION
28'-0"
FROM INSIDE TO INSIDE OF WIPER WALLS
2"
6'-10
7
16
"
MIN
(FIELD
VERIFY)
5'-6
15
16
"4'-10
7
16
"
2'-5
15
32
"
OVERALL DIM OF
INSTALLATION
BRACKETS
FROM END TO END
OF PAN ANGLES
FROM EDGE OF
PAN ANGLE TO
OF DRAIN
OF LID SPLICE
AND 4" DRAIN
GENERAL FORMULA FOR SET-DOWN:
GATE HEIGHT + 38.5"1" = WIDTH
GATE LENGTH + 4" = LENGTH
12" TOPPING SLAB = DEPTH
A A
D
LEGEND
DESCRIPTIONITEM
PROPOSED OR EXISTING WIPER WALL SUPPORT
STRUCTURE (BY OTHERS)
10
2"x2"x1/4" LID STIFFENER TUBE11
RETENTION ARM ANCHOR PLATE12
RETENTION ARMS: 1 1/2"x1/2" FLAT STOCK, ONE UPPER,
TWO LOWER.
13
4 1/2"x1/2" SLOT W/ 1/2" STAINLESS STEEL PIN14
TYPICAL GRATING15
5"x2 1/2"x1/8" EXTRUDED RIBBED PANELS16
TYPICAL 1/2" LEVELING BOLTS17
TYPICAL 4" DRAIN INSTALLED IN 6"x2" CONTINUOUS
DRAIN TROUGH
18
TYPICAL 1/2" STAINLESS STEEL ANCHOR BOLTS SET IN
EPOXY AND ANCHORED INTO CONCRETE STRUCTURAL
SLAB AS SHOWN
19
TYPICAL 1/2" STAINLESS STEEL INSTALLATION BOLTS
ANCHORED INTO CONCRETE STRUCTURAL SLAB
20
EXISTING SURFACE21
12" MINIMUM TOPPING SLAB ENVELOPES PAN AND
BRINGS IT UP TO GRADE (FIELD VERIFY SET-DOWN)
22
8" MINIMUM CONCRETE STRUCTURAL SLAB (BY OTHERS)23
VG #SAMPLE
A. JOLLY
11/5/2013
SHEET 4 OF 8
CHECKED
DATE
DRAWN
SCALE
EXAMPLE VEHICULAR GATE
28'-0" x 3'-8"
VARIES
3'-8"
GATE HEIGHT
TYPICAL CROSS-SECTION OF GATE ASSEMBLY
4
1
2
" FROM TOP
OF PAN TO TOP
OF ANGLE
12
13
11
14
10
15
16
18 1917 20
23
21
22
6" MIN
1"
LID AND PAN SECTION
PAN SECTION
LID SECTION
LID AND PAN SECTION LID AND PAN SECTION
PAN SECTION PAN SECTION
LID SECTION LID SECTION
LEGEND
DESCRIPTIONITEM
TYPICAL 2"x2"x1/4" ANGLE24
TYPICAL 2"x2"x1/4 PAN STIFFENER TUBE25
6"x2" CONTINUOUS DRAIN TROUGH26
TYPICAL GRATING27
PAN28
4"x2"x1/4" VERTICAL CHANNEL INSTALL
BRACKET
29
6"x2"x1/4" HORIZONTAL CHANNEL
INSTALL BRACKET
30
TYPICAL 2"x2"x1/4 LID STIFFENER TUBE31
VG #SAMPLE
A. JOLLY
11/5/2013
SHEET 5 OF 8
CHECKED
DATE
DRAWN
SCALE
EXAMPLE VEHICULAR GATE
28'-0" x 3'-8"
VARIES
2'-5
15
32
"
1
4
"
4
1
2
"
4
1
2
"
9"
2"
2
1
2
"
1
1
16
"
2
1
4
"
3
1
8
"
1
1
8
"
3'-7
15
16
" 6"
5
3
4
"
2"
8"5
3
8
" 3'-9
1
16
"
4'-10
7
16
"
4
1
4
"
9"
4
1
2
"
4
1
2
"
1
4
"
2"
2
1
2
"
6" 6"
4'-6
7
16
"
4'-6
15
16
"
6"
5'-6
15
16
"
2
1
2
"
7
16
"
1
4
"
1
13
16
"
5" 5"
3'-4" 3
15
16
"
3'-7
15
16
"
1
4
"
30
29
27
24
26252424
31
28
1/4" 2.5"-5"
TYP STITCH CENTERED
EACH SIDE AND AT EACH
END
TYP WIPER WALL SECTION FRONT ELEVATION
TYP PAN COMPONENT ASSY
TYP PAN SPLICE JOINT DETAIL
HINGE SECTION D-D
SCALE 1:2
L L
TYP WIPER WALL SECTION FRONT ELEVATION
TYP PAN COMPONENT ASSY TYP PAN COMPONENT ASSY
TYP PAN SPLICE JOINT DETAILTYP PAN SPLICE JOINT DETAIL
D D
LEGEND
DESCRIPTIONITEM
4"x2"x1/4" VERTICAL INSTALL CHANNEL32
6"x2"x1/4" HORIZONTAL INSTALL CHANNEL33
TYPICAL 2"x2"x1/4" PAN STIFFENER TUBE34
TYPICAL 2"x2"x1/4" ANGLE35
VG #SAMPLE
A. JOLLY
11/5/2013
SHEET 6 OF 8
CHECKED
DATE
DRAWN
SCALE
EXAMPLE VEHICULAR GATE
28'-0" x 3'-8"
VARIES
4"
3
1
2
"
5
8
"
1
1
4
"
1
1
2
"
1
2
"
2"
1
15
16
"
3
1
2
"
3
4
"
SLOTTED FOR
1/2"Ø PIN
HOLE FOR
1/2"Ø PIN
2"
2"
2"
3"
EQUAL
EQUAL
EQUAL
2"
1
8
" TOLERANCE AT WALL
3
8
" THK ALUMINUM WIPER WALL
GROUT SOLID FROM TOP TO BOTTOM
OF WIPER WALLS (TYPICAL FOR EACH SIDE)
TOP OF LID
TYP 3/8" UNC STAINLESS STEEL MACHINE SCREWS
3 VERTICAL ROWS, THREE EACH ROW,
9 TOTAL MACHINE SCREWS EACH WALL.
EXISTING OR PROPOSED
WIPER WALL SUPPORT
STRUCTURE (BY OTHERS)
4
1
4
"
3" 3"1
3
8
" 1
3
8
"
8
3
4
"
3
4
"
3
4
"
5
1
8
" 5
1
8
"
10
1
4
"
TYP
NOTE: 2"x2"x1/4" ALUMINUM
ANGLE BACK-TO-BACK BOLTED
AT 6" 0.C. & WELDED TO PAN FLOOR
32
33
34
35
TYPICAL LID AT SPLICE
TYPICAL LID AT WIPER WALL
DETAIL D
HINGE DETAIL OPEN
HINGE DETAIL CLOSED
TYPICAL LID AT SPLICE TYPICAL LID AT SPLICE
TYPICAL LID AT WIPER WALL
TYPICAL LID AT WIPER WALL
HINGE DETAIL
HINGE DETAIL
VG #SAMPLE
A. JOLLY
11/5/2013
SHEET 7 OF 8
CHECKED
DATE
DRAWN
SCALE
EXAMPLE VEHICULAR GATE
28'-0" x 3'-8"
VARIES
WIPER
WALL
5
8
"2" 8
7
8
"
6
1
2
" 6
1
2
"
1'-1"
1'-6"
1"
5/16" 4"-8"
2" EACH
END
5/16" 2 1/2"-5"
1 1/4" EACH
END
1/4" END CAP AT EACH END OF RIBBED PANEL SECTION
SEAL GASKET
1/4" GASKET
FLANGE
2"x2"x1/4"
ANGLE SUPPORT
(5/16") 4"-8"
2" EACH
END
1
1
8
"
1
1
8
"
2"2
1
4
"
6
1
2
"
3
3
8
" 3
1
8
"
1
1
16
"
11
1
2
"
1'-6" TO CENTER OF RETENTION
ARM AND ANCHOR YOKE PLATES
6
1
2
"6
1
2
" 11
1
2
" 6
1
2
" 6
1
2
"
1'-6" TO CENTER OF RETENTION
ARM AND ANCHOR YOKE PLATES
4
1
4
"
2
1
8
" 2
1
8
"
1
4
"
5"x2"x
1
8
" EXTRUDED RIBBED PANEL
1/4" END CAP AT EACH END OF RIBBED PANEL SECTION
4 1/4" x 1/4" GASKET FLANGE
3/16" RUBBER GASKET
1/2" SPLICE
PLATE
2"x2"x1/4" LID STIFFENER TUBE
2"x2"x1/4" ANGLE
SEE VIEW BELOW
FOR WELD NOTES
1/4" GASKET FLANGE
2"x2"x1/4" ANGLE
3/16" GASKET
TYP 1/2" UNC SST
MACHINE SCREW
5"x2 1/2"x1/8" EXTRUDED
RIBBED PANELS
3/16" GASKET
1/4" GASKET FLANGE
2"x2"x1/4" ANGLE
LOWER PAN
2"x2"x1/4" PAN TUBING
TYPICAL LID ANCHOR YOKE PLATE DETAIL
SCALE 1:2
TYPICAL PAN ANCHOR PLATE DETAIL
SCALE 1:2
SECTION E-E
SCALE 2:3
AD
AE
E
E
VG #SAMPLE
A. JOLLY
11/5/2013
SHEET 8 OF 8
CHECKED
DATE
DRAWN
SCALE
EXAMPLE VEHICULAR GATE
28'-0" x 3'-8"
VARIES
2
5
16
"
13
16
"
4
13
16
"
3
4
" 4
3
8
" 4
3
8
"
3
4
"
13
16
"
2
5
16
"
1
1
2
"
3"
4"
2 HOLES 25
32
THRU
TYP 1/2"
THICK YOKE
1/4"
TYP FOR
EACH YOKE PLATE
1/4"
WELD TO PAN
AND STIFFENER
PLATE, EACH SIDE
1'-1"
2"
2"
3
8
"3
8
"
13
16
"
5
1
8
" 5
1
8
"
10
1
4
"
1/4"
WELD TO EXTRUDED
RIBBED PANEL TYP
RETENTION ARM
1/2" SST PIN
1/4"
TYP FOR
EACH YOKE
PLATE
1
1
2
"
3"
1
1
2
"
5/16"
6"
5/16" 6"
WELD TO EXTRUDED
RIBBED PANEL, EACH
SIDE 2"X2" CENTERED
ON 3" WIDE PLATE, TYP
AT ALL RETENTION ARMS
AT LID.
3"
1
1
2
"
1
1
2
"
1
4
"
3
4
"
3
4
"
1
1
2
"
17
32
"
R
3
4
"
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