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Home My WebLink AboutBoat Lift PlanCow: OL 711 j j i]r A'I g, -`o P roj ec to cation V 4 -7 A _�NT 141 41 4Q Permit Number A:( ;17 'It 56-399251_001-EE Southeast District a a4a r A Puc , tjvm 'D 0 L REVIEWED FOR 36J12 b 6.4 17'6.6 -1.8 rn . i CODE COMPLIANCE iel Pa I z k .0 'OB -1 2km. ST. LUCIE COUNTY 724 i r- . ;z 0 u- U 0 atALman Road 130 S. Indian River Drive -e, FL 34947 n 8P () icia Greco R D EA Suite 202 Sheet 1 of 6 ettles Boulevard Fort Pierce, FL 34950 February 2021 Environmental Cons6 (772) 577-4141 Jensen Beach, FL 34957 w _ � 2t, 2� .1:282 el Paul F At 0 6.!1 0.01 mi 724&1 m O 0 0 :0.01 '0.01 :0.02km Z N �J Wig{-4pQ° 2 HarQ6� ot1 Q ! DEA130 S. Indian River Drive tricia �0 Suite 202 1253 s BB and Sheet 2 of 6 Fort Pierce, FL 34950 February 2021 Environmental Consult„ anEs (772) 577-4141 Jensen Beach, FL 34957 \ Existing Conditions/Proposed Work P t `.\ Project Site `•� a P y,' Neighbor Boatlift T� 7 7245'I ; Z N i) � an Road Fort ittin 130 S. Indian River Drive 4R D EA Suite 202 Fort Pierce, FL 34950 r i' Environmental "*ants (772) 577-4141 Seaga\\ LF Ex�st�� Oce\re35 Sh \ ` C't •1 1 •. a , ghbor-«Dock t ¢� ENT O `•\ q PermitNumber \ z 56-399251-001-EE \ Southeast District Z \ �O�d idy Proposed 344 SF Dock p Grated Decking Indian River Lagoon Jensen Beach to Jupiter Inlet Aquatic Preserve \`\ Waterbody *idth = >9,000' +/- Ken & Patricia Greco Sheet 3 of 6 1253 Nettles Boulevard February 2021 Jensen Beach, FL 34957 Proposed `� \ ` Boatlift ` l� Proposed 4'x 12' Stepdown for Kayaks Grated Decking Cross -Section and Terminus Detail 10, 18' Terminus Plan View " 18' Outside Ak Face Pilings to 4 be left at 42" for 8' Grated Decking Grated Decking handrails (Thru-Flo Grated Decking) (Thru-Flo Grated Decking) 4' .: Am�� 'x 0 0 0 IF a Grated Landing 35" � 6'� Stairs 12' - and Steps (Thru-Flo Grated _.- Decking) Safety Ladder to be located one 5, 0 0 landing area N T� g N T Deck to The work specified herein has been designed qA 0 MHWL and all work shall be in accordance with the c� 25 2020 FBC - 7th Edition. All codes referenced N rmitNumberherein (Zr5;6 are per the latest adopted edition,unless 399251-001-EE otherwise noted.MHWL Design loads to meet 2020 FBC- 7th Edition /�- ��y Southeast District Wind Load as per ANSI/ASCE 7-16 ` 4. ^ MLWL J hl Speed =170 MPH Exposure = D Importance x 5 1 ty Z o Factor =1.0 ' iei Pa . # 7240 �Z Not to scale, for permitting purposes only. o ' o 130 S. Indian River Drive °iartman Road�Cij~1 a8lej� A RD EA suite e2 Fort Pierce, FL 34950 12 and Sheet 4 of 6 February 2021 Environmenfal,Consultants (772) 577-4141 Jensen 34957 , Dock Access Section Thru I Not to scale Outside • Face Pilings to be left at SGL Bolts, Nut, Washers 42" for 5/8" S.S. (304) w Nut Fully 0 handrailszfDrStringers Threaded @ Bents �f Varies P. Thru-Flo Grated Decking Fasten w/ #10 x 2 % S.S. � screws as per manufacturer • • � 2" x 8" P.T. SYP, 0.40 ACQ treated stringers. 2" x 8" P.T. SYP, 0.40 ACQ treated MHWL DBL bents for 4' access .......................... -.............. 2"x 10" P.T. SYP, 0.60 CCA treated _,_ MLWL cross stringers .m CD r permitting purpose! 130 S. Indian River Drive A RDEA Suite 202 Fort Pierce, FL 34950 r Environmental Consultants_ (772) 577 4141 ----_ Mi minimum Dock Access Plan View Varies �11 ■II II■ Ilr �1 ��' 1 --- 1 1 1 1 R1 to Stringers 16" T spacing max. Center Stringers tied down with 2" x 6" x 12" 0.40 treated pine w 2PC 3" SS Screws @ ea member K 4� ENT O\ A PermitNumber 56-399251-001-EE Southeast District '- die work specified herein has been designed and all work shall be in Danis u1 Rat , , accordance with the 2020 FBC- 7th Edition. All codes referenced P.E: 451 LU N �— ® herein are per the latest adopted edition, unless otherwise noted. L) Design loads to meet 2020 FBC - 7th Edition -, In V" 0 Wind Load as per ANSI/ASCE 7-16 t an Road Speed =170 MPH Exposure = D Importance Factor = 1.0 s� ` INbaatricia Greco sheet 5 of 6 1253 Nettles Boulevard February 2021 Jensen Beach, FL 34957 FNGfN RIN REV! W,• BOAT LIFT TOP CARRIER BEAMS AND MOUNTING BRACKETS COMPLY WITH WIND LOAD REQUIREMENTS OF THE 7TH EDITION (2020) FLORIDA BUILDING CODE PER ASCE 7-16, AND ;PER DESIGN LOAD REQUIREMENTS OF THE 2015. EDITION ALUMINUM, ASSOCIATION'S ALUMINUM DESIGN. M.A.NUAL. BEAMS ANDMOUNTING BRACKETS INSTALLED PER HI —TIDE INS7RUC7/ONS, WILL EXCEED ULTIMATE.DESIGN WIND SPEED OF 20O.MPH (EXPOSURE CATEGORY C OR D) BOATS ARE TO BE REMOVED FROM BOAT LIFTS PRIOR TO A MAJOR' WIND EVENT. PILINGSi PILING PENETRATION TO BE 10' INTO THE SAND BOTTOM OR 5' INTO ROCK STRATA, SUB —SURFACE CONDITIONS CAN VARY GREATLY, THE CONTRACTOR SHALL VERIFY ALL PILE CAPACITIES TO COMPLY WITH 2020 FBC. ALL PILINGS TO BE 8" MINIMUM DIAMETER 2.5 C.C.A PRESSURE TREATED WOOD, PRE —STRESSED CONCRETE OR COMPARABLE EQUIVALENT. ELECTRICAL R VIEW.• 3/4 HPEL'ECIR1C MOTOR 10.8 AMPS. ® 1f5V EACH 5.4 AMPS 0 230V EACH QUANTITY. 2 TOTAL WATTS: 2484 r Digitally signed by Roger KBABER THfB CERNOTE' TO EXAMINER: TI 7ED .ENGINEERED �F DRAWING HAS BEEN PREPARED i DN:c=US,:o=Sustainable SPECIFICALLY FOR USE ONLY BY: L+ Earth Engineers dba MCR WILCO COTTST. iEngineers ge�nahcy REou=AO1410D000001718 - — 1 3ADA33000007 866,. ...... ° / pp°0°vv RogerMBABER p0,° Date: 2021.02.08 e c a e q 00 13:03:20-05'0(U o o- t o E N y 9 ° Q NO.43855 A � o ?9T 4d �AiE OF 41 % C ORi °00 38 c O N A t. ovv° PermitNumber 56-399251-001-EE Southeast District ROGER SABER' P.E..NO. 43855 MCR PROFESSIONAL ENGINEERING 2430 NE DIXIE HWY J£NSEN'BEACH, FL 34957 PILING MOUNTING TABS MINIMUM (2) 3/B- DIA, SS LAG BOLTS FOR WOOD PILING OR 'SS CONCRETE ANCHORS FOR CONCRETE PILINGS PER PILING REQUIRED. MINIMUM (2) 3/8" DIA. SS CARRIAGE BOLT FOR ATTACHING MOUNTING TAB TO LIFT REQUIRED PER PILING, MOUNTING TAB CONSTRUCTED FROM 1/4" X 2- ALUMINUM 6 0 6 1' — T 6' FLAT -BAR. v «vvas ovcureren .vm s •.sgrver� � -naw vownx nva Vj 12,.000 LB. CUDA GEAR' ��7U79, �/] BOATLIFTS AND MARINE PRODUCTS _ BOAT LIFT (2020 FBC) I n/ /Q�ff 4050 SEL4?TZ ROAL7ULl FORT PIERCE FL 34987 mvrrw°1p°e avx .� R. HYDE SCALE: NTS DATE: 114121 REV. 1 1-800-544-0735 www.hi—tide.com aaaewnov D EA 130 S. Indian River Drive � .R Suite 202 Fort Pierce, FL 34950 Environmental Consuftan#s (772) 577-4141 Ken & Patricia Greco 1253 Nettles Boulevard Jensen Beach, FL 34957 Sheet 6 of 6 February 2021 ENGINEERING REVIEW. BOAT LIFT TOP CARRIER BEAMS AND MOUNTING BRACKETS COMPLY WITH WIND LOAD REQUIREMENTS OF THE 7TH EDITION (2020) FLORIDA BUILDING CODE, PER ASCE 7-16, AND PER DESIGN LOAD REQUIREMENTS OF THE 2015 EDITION ALUMINUM ASSOCIATIO ALUMINUM DESIGN MANL BEAMS AND MOUNTING BRACT INSTALLED PER HI —TIDE INSTRUCTION° EXCEED ULTIMATE DESIGN WIND SPEE 200 MPH (EXPOSURE CATEGORY C BOATS ARE TO BE REMOVED FROM B LIFTS PRIOR TO A MAJOR WIND EVE PILINGS PILING PENETRATION TO BE 10' INTO THE SAND BOTTOM OR 5' INTO ROCK STRATA, SUB —SURFACE CONDITIONS CAN VARY GREATLY, THE CONTRACTOR SHALL VERIFY ALL PILE CAPACITIES TO COMPLY WITH FBC 2020. ALL PILINGS TO BE 8" MINIMUM DIAMETER 2.5 C. C. A PRESSURE TREATED WOOD, PRE —STRESSED CONCRETE OR COMPARABLE EQUIVALENT. ELECTRICAL REVIEW. 314 HP ELECTRIC MOTOR 10.8 AMPS ® 115V EACH 5.4 AMPS @ 230V EACH QUANTITY. 2 TOTAL WATTS: 2484 X2 E 1-1/ 9.6 AMPS 9 230V EACH QUANTITY- 2 TOTAL WATTS: 4416 NOTE TO EXAMINER: THIS CERTIFIED ENGINEERED DRAWING HAS BEEN PREPARED SPECIFICALLY FOR USE ONLY BY - 60°ooa00000a 0 a0 0O0 a M °OO° E S g 9 °'°0 O V o r NO. 0 ,OVED PEAR 2 02 � O STATE OF o' °°0010 oa0 M Ao o°o°oo ROGER BABER P. E. NO. 43855 CR PROFESSIONAL ENGINEERING 2430 NE DIXIE HWY JENSEN BEACH, FL 34957 ING MOUNTING TABS MUM (2) 3/8" DIA. SS LAG TS FOR WOOD PILING OR CONCRETE ANCHORS FOR 'CRETE PILINGS PER PILING )UIRED.MINIMUM (2) 3/8" SS CARRIAGE BOLT FOR ACHING MOUNTING TAB TO LIFT REQUIRED PER PILING. MOUNTING TAB CONSTRUCTED FROM 1/4" X 2" ALUMINUM 6061—T6 FLAT BAR. 12,000 LB. GEAR DRIVE & BOATLIFTS AND MARINE PRODUCTS GEAR DRIVE X2 BOAT LIFT (2020 FBC) T#L LUI 4050 SELVITZ ROAD FORT PIERCE, FL 34981 R. HYDE SCALE: NTS DATE. 114121 REV' 1 1-800-544-0735 www.hi—tlde.com DESCMP77GV