223106 Grey House Dock Scope - Plans.pdf
PDF 6 MB Posted
- Attached to
- 223106 CBJTC Grey House Dock, CBJTC, Starke, FL
- Solicitation number
- ITB-07587
- Issued by
- Clay County, Florida
About this file
This document is a scope of work and drawings for the replacement of the existing Grey House Dock at the Camp Blanding Joint Training Center (CBJTC) in Starke, Florida. The project involves the complete removal and replacement of the existing dock, including the covered pavilion, stairs, ladders, and all pilings. The new dock will be constructed using marine-grade materials and must meet all applicable building codes and regulatory requirements.
The estimated cost of construction is $140,000, and the project is being solicited by the Florida Department of Military Affairs. Contractors must be licensed and qualified in accordance with Florida Statutes and must submit the required FNG 5085 Contractor's Experience Questionnaire and Financial Statement with their bid. The State Fire Marshal has jurisdiction over the project and will issue the necessary permits. Contractors are responsible for obtaining and paying for all other required permits and fees from local authorities.
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Text version
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 or 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.
ock 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.
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 ’ 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 and 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. onduit 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.
NEW BOARDWALK TO REPLACE EXISTING.
8'-6" 6'-0"
NEW FLOATING DOCK TO
REPLACE EXISTING
EXISTING STAIRS TO BE
REPLACED WITH ALUMINUM
STAIRS
EXISTING COVERED AREA TO
BE REPLACED
14'-6" 4'-6"
19'-0"
GREY HOUSE DOCK PLAN
SCALE: 1" = 40'-0"
AKEL LOGAN SHAFER
ARCHITECTS AND PLANNERS
PROJECT: DOCK PERMIT MODIFICATION
SHEET NAME: A2
704 Rosselle Street / Jacksonville, Florida 32202 PROJECT NO.:
Telephone (904) 356-2654 / Fax (904) 356-4010 2305B
AR9761 DATE: MAY 10, 2023
4'-
0"
TO
MH
W L
9'-
7'- 0"
'-0
'-0
FACE OF EXISTING HOUSE
62'-0"
FACE OF EXISTING HOUSE
174'-0"
FACE OF EXISTING DOCK
NEW BOARDWALK TO
REPLACE EXISTING.
MHWL
MLWL
174'-0"
TO MHWL 30'-0"
NEW BOARDWALK TO
REPLACE EXISTING.
EXISTING COVERED AREA TO BE REPLACED
REPLACE EXISTING PORTION OF
DOCK WITH NEW FLOATING DOCK
AND LADDER
GREY HOUSE DOCK ELEVATION
SCALE: 1" = 20'-0"
MATCH
EXIST.
MATCH
LINE
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LINE
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A R
6'-0"
NEW STAIRS TO REPLACE EXISTING.
NEW BOARDWALK TO REPLACE EXISTING.
GREY HOUSE DOCK PLAN
SCALE: 1" = 40'-0"
AKEL LOGAN SHAFER
ARCHITECTS AND PLANNERS
PROJECT: DOCK PERMIT MODIFICATION
SHEET NAME: A1
704 Rosselle Street / Jacksonville, Florida 32202 PROJECT NO.:
Telephone (904) 356-2654 / Fax (904) 356-4010 2305B
AR9761 DATE: MAY 10, 2023
4'-
0"
TO
FA
CE
OF
DO
CK
3'- 0"
8'- 0"
'-0
'-0
0110901109
Grey and Brown House Dock Utility Map 02050
01000
01004
01101 01102
01105
G1107
GREY HOUSE DOCK
BROWN HOUSE DOCK
Legend WastewaterUtilitySegment_L
ElectricalUtilitySegment_L
WaterUtilitySegment_L
French_Drain
CommUtilitySegment_L Cable Material
Copper
Fiber Optical
0 75 150 300 450 600 Feet μ
#1000 GREY HOUSE
DOCK
SITE LOCATION
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