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Home My WebLink AboutSURVEYSo- GUIDE POLE Center Line rj-� I 7 C F D- 0 Mean High Tide_ _ _ 10 WELD E 9� 6--- J�Mean Low Tide Existing Berm (Depth Varies) 24" Min. Embedment Typical Section @ Seawall Scale: 318" = 1'--0" DATE NOTES REVISIONS 0110712018 Changed FBC Note. N F A K MAY - 9 2019 NOT VALID U SS SIGNED WITH ORIGINAL E GINEER'S SIGNATURE AND RAI ED EMBOSSED SEAL MARK E. WEBER, P.E. LICENSE #538951 CA 30702 G 6' (Typical Can Vary) 65'-90' 1 V9 L Exist. Seawall To Remain File Copy. (q67-62_3 VIEWED FOR DE COMPLIANCE LUCIE COUNTY BOCC ainless steel threaded rods HY 150 or approved equal), embedment set in epoxy SCANNED CPT General Notes. S't:Lucie Con* • Design in accordance with Florida Building Code, 6th Edition (2017). o This lifting structure has been designed to withstand wind loads associated with speeds of V (ult) = 180 MPH, (3 Second Gust) Exposure V 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 V. r Boats shall not be stored on lift during high wind events. • Do not scale drawings for dimensions. Licensed Contractor to verify location of existing utilities prior to commencing work. r 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. , r 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 load I.E. 114th 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. , , MW, ENGINEERING, INC 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc:754-333-0877 WW W. MwEngineering.net Proposed Elevators 5,000 lb to 24,000 lb NEPTUNE BOAT LIFTS 228 SW 21 Terrace Fort Lauderdale, Florida 33312 Phone:954-524-3616 Fax:954-524-3604 32 aTE 05.1L015 D WN ac WRT CHECKED BY. WM JOB, No: Elevator 32.Eeg Sheet 1 of 3 REVIEWED FOR CODE COMPLIANCE GUIDE POLE N� J F ST" LUCIE COUNTY M SOCC F Center D ° �3min Line O G 10 f _ / 65 -90' D 8 -I' 8 Equal 3" Min. Q R I 7 a Equal t 3 Min. B C % A Varies Existing Seawall, Dock and ' See Anchor Dock Piles To Remain ' Schedule 1 10 WE E a ® (3) }J"O thru bolts with 9 �— 6 — - H 0 square " thick aluminum s 6' square washers Mean High Tide (Max) d (Cable Option) D stainless steel (Cable Option)° eye bolt attached to existing seawall stainless steel cable cap, min. 3" embedment and 6" \\\ — Mean low with clamps Tide — — — — — — min from any concrete face --------------- K ANCHOR SCHEDULE I SLOPED TRACK BEAM Existing -Berm (3) J'0 thru bolts (except for 5K elevator which required thr (Depth Varies) ---------- --------------- (2) r4 0 in., bolts onlyit 3 ' mini, from top of pile, ar apart min., centered with 3"x3"xiq" thick aluminum square washers ---------------- VER77CAL TRACK BEAM (See Connection Detail) 24" Min. (4) jq70 thru bolts, 3 J" min. from top of pile, 3" apart Embedment Typical Section C Dock min., centered with 3xX" " thick aluminum square washers \ [ Scale.. 318" MAY - 91019 DATE NOTES REVISIONS NOT VALID UNLESS SIGNED WITH ORIGINA ENGINEER'S SIGNATURE AND ' ISED EMBOSSED SEAL MW ENGINEERING INC 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877 WWW.MwEngineering.net Proposed Elevators 5,000 lb to 24,000Ib NEPTUNE BOAT LIFTS 228 SW 21 Terrace Fort Lauderdale, Florida 33312 Phone: 954-524-3616 Fax:954-524-3604 SCALE- 32 01 0712018 Changed FBC Note DATE. 05.12.2015 DMWN BY. war CHECKED Hf. wM ' MARK E. WEBER, r.E. LICENSE#538951CA30702 JOB No: Elevator 32.dw9 Sheet 2 of 3