HomeMy WebLinkAboutPROJECT INFORMATION BOAT LIFT/— E /— H r , B -ftO�
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ST. LUCIE COUNTY BUILD DIVISION
REVIEWED FOR COMPI
REVIEWED BY/ /
JOB
SITE OR NO I
FILE COPY
DATE NOTES REVISIONS
0110712018 Changed FBC Note
Scale: 3/8" = 1 '=0"
.V%% ,� 10%
NOT VALID UNLESS SIGNED WITH
ORIGINAL NGINEER'S SIGNATURE
AND ED EMBOSSED SEAL
ARK E. WEBER, P.E.
LICENSE #53895 1 CA 30702
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MW, ENOFNEERING, INC
6810 NORTH STATE ROAD 7
COCONUT CREEK, FL 33073
Ofc: 954-617-8143
WWW.MwEngineering.net
OCANxFa
RECEIVED
JUL 16 2018
ST. Lucie County) Ptrmiuinp
General Notes:
• Design in accordance with Florida Building Cgde, 6th Edition (2017).
• This lifting structure has been designed to withstand wind loads associated with speeds of V
(ult) = 175 MPH, (3 Second Gust) Exposure 'D' without a boat on the lift per ASCE 7-10
using above ground sign/wall method. The lifting structure including boat has been designed
to withstand wind speeds of V (ult) = 73 MPH in Exposure 'D'.
• Boats shall not be stored on lift during high wind events.
• Do not scale drawings for dimensions.
• Licensed Contractor to verify locatign of existing utilities prior to commencing work.
• The Licensed contractor to install and remove all shoring and bracing as required for the
proper installation of the work.
• Licensed Contractor to obtain all permits as necessary from all Local, State, and Federal
agencies.
• Aluminum: Material 6061 T6 Aluminum, all welds are min. 4" full fillet weld using 5556 filler
alloy, all welding must conform to AISC steel construction manual 14th ED as inspected and
verified by others. The contractor is responsible to insulate aluminum members from
dissimilar metals to prevent electrolysis.
• Aluminum members in contact with concrete and wood shall be protected by "Koppers
Bituminous Paint" or Polyethylene Tape UHMW (ultra high molecular weight). 11.7 mils (0.30
mm) min. total thickness in accordance with current Florida Building Code.
• All anchors to be Hilti Brand or Approved Equal. 'All bolts shall be hot dipped galvanized or
stainless steel & meet the requirements of ASTM A304 with hardened washers and hex nuts.
Washers shall be used between wood & bolt head & between wood & nut. Where generic
fasteners are labeled in details, capacities shall be equal to or greater than Hilti Kwik Bolt
11 or Red Head thru bolts SAE Grade 5 or better. Embedment depths specified herein are
depths into solid substrate and do not included thickness of other finishes.
• MW Engineering has no control of the manufacturing, performance or installation of this
product. These generic plans were engineered in accordance with accepted engineering
practices and data provided by the manufacturer.
Piles shall be driven to refusal and sufficiently penetrated into sand or rock strata to
support lift capacity, weight and loads.
• Each pile to carry commensurate Igad I.E. 1/4th lift capacity for 4—post lift (Factor of
Safety of 1.5)
• Allowable minimum compression pile capacity of 5 tons.
• The contractor of record shall verify pile type, installation and driving in compliance with
FBC 6th ED (2017)
• Sub —surface conditions can vary greatly.
Proposed 4 - Post Boat Lifts
4,500 Ib
to
2 4,000Ib
NEPTUNE BOAT LIFTS
228 SW'21 Terrace
Fort Lauderdale, Florida 33312
Phone:954-524-3616
Fax: 954-524-3604
'LALz 32
DATE: 05.12.2015
DRAWN BY: WRT
CHECKED BY: WM
JOB No: Elevotor' 32.dwg
Sheet 1 of 3