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Home My WebLink AboutPLANSLAYOUT -LAYOUT PER ST L JCIE COUNTY PROPERTY APPRAISER MAP TURBIDITY CURT. IN TO'BE USED DURING MARINE PILE INSTALLAT DNS PROPOSED DEC 3OAF0 NOT SHOWN FOR CLARITY - SEE MANUFACTUI tER SPECS FOR BOATLIFT LAYOUT 25 ST LUCIE RIVER 46 SETBACK OPEN AREA SETBACK �If 16 12'_6"-4,150' WIDE 10, 12'-6" PROI IOSED 1OK HURRICANE CATE GORY 5 ELITE BOATLIFT l PROPOSED 16'x10' TERMINAL PLATFORM PROPOSED 150'x4' ACCESS PIER SCANNED BY St. Lucie County 150' FILE COPY REVIEWED FO CODE COMPLIANCE ST. LI)CIE COUNTY MHW 45 MHW BOCC.13126 PROPOSED 20'x4't IPLAND 20' APPROACH WALM VAY ADJACENT ADJACENT SINGLE 4' SINGLE FAMILY SANTIAGO MELIANS FAMILY RESIDENTIAL l 3046 NW RADCLIFFE WAY RESIDENTIAL .0 PALM CITY, FL 34990 41L9�1 PARCEL ID: 4425-703-0018-000-4 LLJ d RIVERBEND LOT #13 J p K PROPOSED DOCK, &LIFT tl IL PLAN VIEW CHRISTOPHER R. CROUSHORE, PE SCALE 1" = 30' FLORIDA PE # 74580 RCw�: ,-e," Croushore Marine Engineering Inc. DAM.'M.,s SANTIAGO MELIANS' 100ANDROSROAD, PALM SPRINGS, FLORIDA 33461 PALM CITY, FL, P-1 PH (561) 951-6036 FL CERT OF AUTH #30254 PROPOSED DOCK & LIFT DMM BY. CRC PLAN VIEW SR T, CFI "NV 1 Lb--- 8' OC —I 12'-6" I� PROPOSED TREX DECKBOARD T— NOT SHOWN FOR�CLARItY 10, OC SEE MANUFACTURER SPECS L— 12'-6" FOR BOATLIFT LAYOUT 1 PROPOSED HURRICANE LIFT 10K CATEGORY 5 ELITE !! CS-2 PROPOSED 10"0 MARINE PILE @ 12.5' OCEW (TYP) PROPOSED 2x12 CROSS -TIE (TERMINAL PLATFORM TYP) CS-1 10, OC PROPOSED 8"0 MARINE PILE @ 10' OC (MAX)(-TYP) PROPOSED 2X8 CROSS -TIE (ACCESS PIER TYP) 4' OC PROPOSED 2X8 STRINGER @ 16" OC (MAX)(TYP) PROPOSED 20'x4' UPLAND CS-1 W APPROACH WALKWAY MHW UPLAND AREA ,O 10' 1OC J_ 4' OC CHRISTOPHER R. CROUSHORE, PE FLORIDA PE # 74580 Croushore Marine Engineering Inc. 5' a,E: �.,, SANTIAGO MELIANS 100 ANDROS ROAD, PALM SPRINGS, FLORIDA33461 PALM CITY, FL LP-2PH (561) 951-6036 FL CERT OF AUTH #30254 PROPOSED DOCK& LIFT ..mar: cac PLAN VIEW -DETAILED - PT IS AS FOLLOWS: 2.50 CCA (MARINE PILES), 0.60 CCA (SUB -FRAMING), DECKING IS TREX COMPOSITE - ALL WOOD TO BE�SYP GkADE 1 OR BETTER - ALL HARDWARE TO BE HDG, UNLESS NOTED - BOLT ASSEMBLY KIT INCLUDES: 8" 0 BOLT, 3" 0 WASHER, HEX NUT - OUTSIDE STRINGERS CONNECTED TO MARINE PILE W/ (1) BOLT ASSEMBLY KIT - INSIDE STRINGERS CONNECTED TO CROSS -TIE WITH #10 TOE NAIL - CROSS -TIES CONNECTED TO MARINE PILE W/ (2) BOLT ASSEMBLY KITS - 2x6 TREX DECKING CONNECTED TO STRINGERS W/ #10 SS DECK SCREWS, 2 PER BOARD PER STRINGER - NON-STRUCTURAL PILE WRAP AND PILE CONE ACCESSORIES ARE OPTIONAL. — 4OC 8"0 PILE (TYP) IIIi @ 10' OC 3,_6" I �IJ \ Jill i 2x6 TREX DECKBOARD V-4" OC IIIII S°III 2x8 STRINGER (TYP) @ 16" OC MAX _UI, "511�'I 2x8 CROSS -TIE " s"0 BOLT ASSEMBLY 4' it KIT (TYP) MHW i 1111111 1Ip11l1 MHW MLW 1I111'I!1 11111111 MLW VARIES. —4' (MAX) 'i TYPICAL CROSS-SECTION VIEW C/lp ACCESS PIER CHRISTOPHER R. CROUSHORE, PE L' SCALE 1" = 3' FLORIDA PE # 74580 SOME P=3 Croushore Marine Engineering SANTIAGO MELIANS 100 ANDROS ROAD, PALM SPRINGS, FLORIDA33461 PALM CITY, FL CS+_1 PH (561) 951-6036 FL CERT OF AUTH #30254 PROPOSED DOCK & LIFT o"nwry ar: cac TYPICAL CROSS-SECTION VIEW -ACCESS PIER se�rawa "**NOTES*' PT IS AS FOLLOWS: 2.50 CCA (MARINE PILES), 0.60 CCA (SUB -FRAMING), DECKING IS TREX COMPOSITE ALL WOOD TO BEsSYP GRADE 1 OR BETTER —ALL HARDWARE TO BE HDG, UNLESS NOTED — BOLT ASSEMBLY KIT INCLUDES: g" 0 BOLT, 3" 0 WASHER, HEX NUT — OUTSIDE STRINGERS CONNECTED TO MARINE PILE W/ (1) BOLT ASSEMBLY KIT — INSIDE STRINGERS CONNECTED TO CROSS —TIE WITH 410 TOE NAIL — CROSS —TIES CONNECTED TO MARINE PILE W/ (2) BOLT ASSEMBLY KITS — 2x6 TREX DECKING CONNECTED TO STRINGERS W/ #10 SS DECK SCREWS, 2 PER BOARD PER STRINGER — NON—STRUCTURAL PILE WRAP AND PILE CONE ACCESSORIES ARE OPTIONAL. 8"0 PILE (TYP) @ 8' OC 10' OC �j�a' V-4- OC IIII 2x6 TREX DECF 2x8 STRINGER @ 16" OC MAX 2x12CROSS—TII "�uTr nl•_ 8"0 BOLT ASSE KIT (TYP) MHW III III(' MHW MLW MLW � I{ MLW —4'! I III I II MUDLINE /\\ A ! 8 INTO FIRM SOIL ,BOARD (TYP) MBLY q�(a<<q TYPICAL CROSS—SECTION VIEW TERMINAL PLATFORM CHRISTOPHER R. CROUSHORE, PE ArAl F 1" = 3' FLORIDA PE # 74580 Croushore Marine Engineering Inc. r... SANTIAGO MELIANS 100 ANDROS ROAD, PALM SPRINGS, FLORIDA 33461 PALM CITY, FL PH (561) 951-6036 FLCERT OF AUTH #30254 PROPOSED DOCK& LIFT PICAL CROSS-SECTION VIEW - TERM I S�T4 Or4 M 0110712013 I—E 1—H / I /_G u K �d C A B Equal Equal 1 B B� Plan View Scale. 3/8" = 1'--0" JAN " 61�19 NOTES/REVISIONS NOT VALID UNLESS SIGNED WITH ORIGINAL,eNGINEER'S SIGNATURE Changed FBC Note AND ISED EMBOSSED SEAL MARK E. WEBER, P.E. LICENSE #538951 CA 30702 General Notes: • Design in accordance with Florida Building Code, 6th Edition (2017). • 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. • Boats shall not be stored on lift during high wind events. — 4'0:Vo not scale drawings for dimensions. • Licensed Contractor to verify location 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. }" 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 dlecfrolysis. • 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 AS7M 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 MY& 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 load LE. 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 typAE n and driving in compliance with FBC 6th ED (2017) j�� • Sub —surface conditions can vary greatly.(�'/SCANNED Vi/E®F R BY CODE COMPLIANCE 5t. Lucie County ST. LUCIE COUN JBOCC..3/317 MW, ENGINEERING, INC Proposed 4 - Post Boat Lifts NEPTUNE BOAT LIFTS 902 NE 1 Street Suite 42 4,500 Ib 228 SW 21 Terrace Pompano Beach, Florida 33060 to Ofc: 754-333-0877 Fort Lauderdale, Florida 33312 24, 01)0 I b Phone: 954-524-3616 W W W, MwEngineering. net Fax: 954-524-3604 5 F. 32 DATE: 05.12.2015 DRAWN BY: tvRT CHECKED BY: WM JOB No: Efw for 32.dw9 Sheet 1 of 3 I 0 D B Typical Cross Section A -A Scale: 3/8" = 1'=0" D >upport Pile typical) 0 B D r (2) J'D Wedge Anchors Into Concrete Piles 4" Minimum Embedment (2) 170 Lag Bolts Into Wood Piles 4" Minimum Embedment enter Line of 7e (Typical) 0.50"0 r 5" 12" --i�- --i 3" I� Mounting Bracket Detail REVIEWED FOR CODE COMPLIANCE ST. LUCIE��oCOUNTY I OCC DATE NOTES REVISIONS NOT VALID UNLESS SIGNED WITH ORIGINAL. ENGINEER'S SIGNATURE AND SED EMBOSSED SEAL MW ENGINEERING INC 902 NE 1 Street Suite #2 Pompano Beach, Florida 33060 Ofc: 754-333-0877 WV`fVV.MwEngineering. net _ Proposed 4 - Post Boat Lifts P 4,500 Ib to 24,000 lb NEPTUNE BOAT LIFTS 228 SW 21 Terrace Fort Lauderdale, Florida 33312 Phone: 954-524-3616 Fax: 954-524-3604 SCALE: 32 0110712018 Changed FBC Note DntE 05.12.2015 DRAWN BY: WRT CHECKED BY: WM MARK E. WEBER, P.E. LICENSE#538951 CA 30702 JOB No: 0�"1or 32.a.9 Sheet 2 of 3 e I