223107 Dock Scope - Plans.pdf

Brown House Dock Replacement

Scope of Work

This project is for the complete removal and replacement of the existing dock per the following spec.

and attached drawing.

The dock shall be built from all Marine grade materials as noted below. Invoices or load tickets stating the treatment standard of all material will be verified. The dock approximate measurements are Shown on attached drawing, water depth is approximately 5-6’ at the end. The dock will be completely replaced including covering pavilion at the end, stairs, ladders, and all pilings. See attached drawing photo. All measurements should be field verified by contractor.

Remove all portions of existing dock and dispose of properly off CBJTC.

Pilling to be 8” round post treated to marine freshwater spec. of UC4B .60 CCA treatment.

Pilings shall not be spaced more than 10’ apart.

Stringers and dock substructure shall be made from lumber treated to UC4A standards.

All stringers shall be spliced over double girders at post.

All stringers shall be covered on the top side with an asphaltic tape such as window seal tape or peel and stick. (Between deck boards and stringers) All top deck boards shall have a minimal of 3 screws per stringer crossing.

All lumber less than the 2x8” dimension shall be treated to .15 MCA standards.

The dock is to be a direct replacement in height and location except the walkway width is to be 6’ All Deck boards shall be screwed down with 3” stainless steel screws.

All Girders shall be no less than 2x8 and through bolted with either galvanized bolts or galvanized threaded rod with 1 ½” washers.

Cross bracing/X bracing to be attached to pilings with 1/2 x 6” galvanized lag bolts with

1/2 flat washer.

All surrounding areas, ground and water, must be cleaned up of all debris including nails and screws.

Removal of any old Creosote pilings shall be hoisted out.

ew dock shall not exceed square footage on drawings.

All pilings can be either driven or jetted in place. Depth of pilings shall be to the deepest extent for a stable long-life system.

Replace existing wooded stairs with marine grade aluminum stairs with handrail.

Floating Dock portion shall be framed and decked of the same material as fixed dock.

Dock floats shall be Polyethylene filled with EPS foam (Manufactured by Taylor Made or equal) Floating portion of dock shall have a pilling on each corner attached with hoop pile guides.

Provide Aluminum ladder with handrail between fixed and floating dock.

Provide six 6” dock cleats.

Replacement roof is to match existing roof layout.

Pilings that support roof structure are to be one pieces from ground to roof structure.

Brown House Dock Replacement

Roof trusses to be 2x6 pressure treated lumber.

Install 2x6 facial board with drip edge.

Provide collar ties and hurricane clips on trusses.

Roof shall have ½” plywood decking with H clips.

Roof to be metal (26 gauge) fastened with manufacture recommended screws.

Provide 8’ x ’ enclosed storage room from deck to roof structure under new covered area with Hardi Board siding. (Shaded area on drawing is approximate location) All framing to be pressure treated lumber.

Provide an exterior rated wooden single door hardware.

Prime and paint Hardi Board siding and door with an exterior Sherwin Williams A-100 paint (2 coat minimum) Coordinate color with Owner.

All hardware/fasteners shall be approved for direct contact with pressure treated lumber.

Provide a hose bib at cover structure supplied with ¾” PVC piping strapped every 3’, tie new piping into the existing water line at the shore, if the supply line is not available cap new water line under the dock at the shore.

Provide a 120 volt 20 amp GFCI receptacle inside storage room, tie new receptacle circuit into existing circuit at the shore, if an existing circuit is not available cap wire in a PVC junction box. All conduit shall be ¾” PVC strapped every 3’

Provide a weather tight led light fixture with a dial style timer switch in storage room.

Contractors shall examine the site for conditions under which the work is to be done before submitting their bid. No allowances will be made for extra expenses incurred due to failure to visit the site.

BROWN HOUSE DOCK ELEVATION

SCALE: 1" = 20'-0"

17'-0" 94'-0"

FACE OF EXISTING DOCK

NEW BOARDWALK TO

REPLACE EXISTING.

MATCH

EXIST.

MHWL

MLWL

REPLACE EXISTING PORTION OF

DOCK WITH NEW FLOATING DOCK.

11'-3"

EXISTING LOWER DECK

EXISTING UPPER DECK

38'-0"

FACE OF EXISTING HOUSE

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BROWN HOUSE DOCK PLAN

SCALE: 1" = 20'-0"

MHWL

SHORELINE

MLWL

EXISTING HOUSE

EXISTING

UPPER DECK

EXISTING LOWER DECK

NEW STAIRS TO REPLACE EXISTING.

NEW BOARDWALK TO REPLACE EXISTING.

'-0

'-0

4'- 0"

3'- 0"

'-0

'-0

19'-0"

'-0

'-0

'-1

1"

6'-0"

EXISTING STAIRS

REPLACE EXISTING PORTION OF

DOCK WITH NEW FLOATING DOCK.

EXISTING COVERED AREA

EXISTING STAIRS

'-0

AKEL LOGAN SHAFER

ARCHITECTS AND PLANNERS

Telephone (904) 356-2654 / Fax (904) 356-4010 704 Rosselle Street / Jacksonville, Florida 32202 PROJECT NO.:

DATE:AR9761

2305B

MAY 10, 2023

SHEET NAME: A4

PROJECT: DOCK PERMIT MODIFICATION

01000

01101

01109

01004

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01105

02050

Avenue "A"

Grey and Brown House Dock Utility Map

Legend WastewaterUtilitySegment_L

ElectricalUtilitySegment_L

WaterUtilitySegment_L

French_Drain

CommUtilitySegment_L Cable Material

Copper

Fiber Optical μ0 150 300 450 60075 Feet