Lake Milton Dock Schematic a.pdf
PDF 58 KB Posted
- Attached to
- Lake Milton ADA Fishing Pier
- Solicitation number
- SRC0000033327
- Issued by
- Mahoning County, Ohio
About this file
The provided documents are engineering design drawings for an ADA Fishing Handrail System, detailing a comprehensive structural plan for a fishing pier or dock. The drawings include a plan view and detailed substructure assembly specifications for a modular dock system with multiple 4' x 20' frames spanning 40' in length. The design features an aluminum gangway, multiple support leg brackets, fishing benches, and a handrail system to ensure accessibility for individuals with disabilities.
The technical drawings provide extensive technical details about the construction, including specific measurements, materials, and structural components. The substructure is constructed using various angle iron pieces (2" x 2" x 3/16" angles), round rods, and schedule 40 pipes. Key structural elements include vertical member receivers, support leg brackets, framing members, and connection details. The system is designed with precise engineering specifications, such as 5/8" diameter through bolts, 3/16" thick reinforcement plates, and carefully positioned backing angles to ensure structural integrity and stability of the fishing pier platform.
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Text version
ADA FISHING HANDRAIL SYSTEM
4' X 12' ALUMINUM GANGWAY DESIGN
HEAVY DUTY TRANSITION PLATE.
PIANO TYPE HINGE.
40'
8'
8'
40'
16'
PLAN VIEW
4' X 20' FRAME
4' X 20' FRAME
4' X 20' FRAME
4' X 20' FRAME
X
F R A M E
X
F R A M E
X
F R A M E
X
F R A M E
3" SCHEDULE 40
PIPE, TYP.
FISHING BENCH, TYP.
SUPPORT LEG
BRACKET, TYP.
1/2" ROUNDROD
1 - 2"X 2"X 3/16" ANGLE
2 - 1/2" ROUND ROD
(CROSSED TOP & BOTTOM)
3 - 2" X 2" X 3/16" ANGLE
4 - 2" X 2" X 3/16" ANGLE
5 - 1-1/2" X 1-1/2" X 3/16" ANGLE
6 - 2" X 2" X 3/16" ANGLE
HEAVY DUTY SUBSTRUCTURE
12" FRAME HEIGHT
CROSS SECTION
CENTER DECK SUPPORT ANGLE
2"X 2"X 3/16"
DECKING
NOTE: FOR MAINWALKS GREATER THAN
5' WIDE, (2) SUBSTRUCTURE SECTIONS
WILL BE USED. WIDTH OF SECTIONS
VARY DEPENDING ON WIDTH OF MAINWALK.
SECTIONS BOLTED TOGETHER SIDE BY SIDE WILL
HAVE TWO BOLTS (ONE NEAR THE TOP AND
BOTTOM OF THE FRAME) ON A MAXIMUM OF 2 FOOT
CENTERS.
SUBSTRUCTURE
ASSEMBLY
DECK
MAINWALK
FINGER PIER
1/2" X 1 1/2" GALVANIZED HEX
HEAD BOLT WITH FLAT WASHERS,
LOCK WASHER AND NUT, TYP.
BOLTS OR FLEXIBLE AT
MAINWALK TO MAINWALK
CONNECTIONS.
PINNED CONNECTION AT
FINGER PIERS TO MAINWALKS.
2" X 2" X 316" ANGLE,
12" LONG, TYP.
2" SCHEDULE 40
PIPE, 12" LONG.
" TYP.
HANDRAIL VERTICAL
MEMBER RECEIVER DETAIL
" MIN.
SUPPORT LEG BRACKET
DETAIL, 12 REQUIRED
4" SCHEDULE 40
PIPE, 14" LONG.
16" THICK VERTICAL
REINFORCEMENT PLATES.
FIT AS SHOWN.
4" DIAMETER HOLE FOR A
8" DIAMETER THRU BOLT.
TOP FRAMING
MEMBER.
VERTICAL BACKING
ANGLE WELDED ON THE
INSIDE OF THE DOCK
FRAMING. 2" X 2" X 14"
MINIMUM. TWO REQUIRED
PER SUPPORT LEG
BRACKET.
BOTTOM FRAMING
MEMBER.
16" DIAMETER
HOLE FOR A 12"
DIAMETER
BOLT TO DOCK
FRAMES.
BRACKET IS 14" THICK MINIMUM.
10"
1'
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