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Home My WebLink AboutPLANSfinger pier Boat Lift 1 P.E. 1402 Fort PROPOSED Pro osed < 'Spinner' Jet Ski Lift M a VEZE 0, 11 8' E'V V t� O4- 'rd, a Permit Number o r Lot 636 00 "' SCANNEI�°e o �e BY��ne St. Lucie County 56-0191038-002-EE I IV ju Southeast District � azvIS Langone Residence 10701 S. Ocean Dr., Lot 636 Jensen Beach, FL 34957 V" Vk -03� FO CO R E COMPLIANCE ST. LUCIE COUNTY BOCC Proposed Langone Proposed Finger Pier Wilco Construction, Inc. Date: 8125/19 Plan View & Boat Lift on Lots 636 (772)460-6928;FAX(772)460-6929 i Pilings: N TYPICAL DOCK AND ACCESSWAY CROSS SECTION Dock min. 8"0, (N.T.S.) Boat lift min.10"0 c 2.5 CCA �z PT wood, o F E N r max.12' OC O The work specified herein has been designed and all work shall be in �1,I O ' + accordance 4 VA W with the 2017 Florida 4 J Building Code (6th Edn.).Aq Permit Number _ All codes reference herein are the latest adopted q Width; 4 r �I MST per edition. 56-0191038-002-EE b �1� p Southeast District AV bo ld pG VLS 3 a 2" p�A Q#1 Tropical De ' �tiy ON "p board need a 112" fastened w i el screws STRINGERS: 2l d 2"x8" 0.4 ACQ spaced at max. 24" with min. 1/2" SS lag bolts on each piling (lap spliced) / / • 2 16d Toe Nails Typical Tie Down Blacks: 2"x6"xl2" 0.4 ACQ strap Joist: blocks @mid stringers 2"x8" 0.4 ACQ on (fastened whin. 3 ea. each side of piling. min. 3" SS screws/nails) Bolted wl 5/8" SS cut rods. Min. 6' solid penetl M.L. RIVER BOTTOM L�J Cross View Langone Residence- Wilco Construction, a Dock Structural Inc. € p F E N Vl�O,Y a a v Permit Number y � r 56-0191038-002-EE z p Southeast District r O 'Y o �.tvzs' LOT 636 0 'Y Jet Ski Lift Existing Marginal Dock 8'x20' 4 piling Boat Lift finger Pier Pilings to be @ higher elev. per Proposed 4'x17' client / Finger Pier MHW (-0.43' per Labins PT954) e a= MLW (-1.40' per Labins PT954) Dist. from MHW (ft): 10 ' ? Depth as measured at 4,21± 8' 50' Mean Low (ft): 4 5'+ N 6.8'± 25' ources o g iel Pa #724 0. 2 y O _ artman Road �O' , FL 30 7 Cross b Langone Proposed Finger Pier 8� wilco cons tiDate: 8/25/19 View Boat Lift on Lots 636 (772)460-6928;FAX(77 460-6929 FILE COPY Project Name: Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982— (772) 462-1553 Certification for Design Load Compliance LANGONE Proi.ectAddress: 10701 S OCEAN DRIVE LOT 636 Permit It: occupancy Type: Construction Type: This certification must be completed, signed, and sealed by the design professional of record. o Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) 0 Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for Interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida BUILDING Code Sixth Edition with 2017 Supplements using ASCE 7-10 2. Structure Designed as'(check one): _Enclosed _Partially Enclosed X Open 3. Risk Category:_I X 11 _III_IV Exposure Category:_BC X D 4. Design Wind Velocity 165 mphASD X LRFD End Zone Width: 1 ft S. Mean Roof Height 5'+/- DECK HEIGHT ft Roof Pitch: :12 Parapet: ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: Zone 2: Zone 3: Zone 4:+60.6/-64.1 Zone 5:+70.11-74.5 Garage: 7. Design Loads: Floor: PSF Roof/Dead: PSF Roof/Live: Balcony: PSF Dock: 40 PSF Deck: PSF Stairs: PSF Fence: PSF Railings: PSF B. Were Shear Walls Considered For Structure? X Yes _NotApplicabie Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: PSF Soil Test Reports Submitted? Yes I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design DANIEL PAUL RETHERFORD 72451 Print Name Cert # & Co. Cert Auth. 1402 HARTMAN ROAD, FORT PIERCE, FL 34947 Company Name & Address a O U W J_ LL M N 0 z ENGINEERING REVIEW: BOAT LIFT TOP CARRIER BEAMS AND MOUNTING BRACKETS COMPLY WITH WIND LOAD REQUIREMENTS OF THE 67H EDITION (2017) FLORIDA BUILDING CODE, PER ASCE 7, AND PER DESIGN LOAD REQUIREMENTS OF THE 2015 EDITION ALUMINUM ASSOCIATIONSS ALUMINUM DESIGN Mf BEAMS AND MOUNTING BRAC, INSTALLED PER HI —TIDE INSTRUCTION EXCEED ULTIMATE DESIGN WIND SPEI 180 MPH (EXPOSURE CATEGORY C BOATS ARE TO BE REMOVED FROM E 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 2017. ALL PILINGS TO BE 8" MINIMUM DIAMETER 2.5 C.C.A PRESSURE TREATED WOOD, PRE -STRESSED CONCRETE OR COMPARABLE EQUIVALENT. ELECTRICAL CAAL RFVIFW.. 1/2 HP ELECTRIC MOTOR 8.8 AMPS 0 115V EACH 4.4 AMPS ® 230V EACH QUAN77TY' 2 70TAL WATTS: 2024 X2-i 1 HF 12.8 6.4 AMPS M Z3UV LAUH QUANTITY.* 2 TOTAL WATTS: 2944 9,000 LB. GEAR DRIVE & GEAR DRIVE X2 BOAT LIFT (2017 FBC) R. HYDE SCALE.• NT5 DATE'' 1/2/18 REV! 1 NOTE TO EXAMINER: THIS CER77FIED ENGINEERED DRAWING HAS BEEN PREPARED SPECIFICALLY FOR USE ONLY BY.• oe0°oop0p 186.001o°°00°Oo c° N M O 0 E At O v F F ° N0.43866 9 ' w1 OVr� 2 8 0 o eRs�EORIOr 000 N Ao 00u°"e o�OOo ROGER SABER P.E. NO. 43855 CR PROFESSIONAL ENGINEERING C.A. NO. 26967 1014 NE PINELAKE DR. STUART, FT. 34994 ING MOUNTING TABS 'MUM (2) 3/8" DIA. SS LAG TS FOR WOOD PILING OR CONCRETE ANCHORS FOR 'CRETE PILINGS PER PILING OUIR£D.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. BOA TLIFTS AND MARINE PRODUCTS 4050 SEL N7Z ROAD FORT PIERCE, FL 34981 1-800-544-0735 www.hi-fide.com ENGINEERING RENEW.• BOAT LIFT MOUNTING BRACKET AND SPECIFIED MOUNTING HARDWARE COMPLY WITH WIND LOAD REQUIREMENTS OF THE 6TH EDITION (2017) FLORIDA BUILDING CODE, PER ASC£ 7-10, AND PER DESIGN LOAD REQUIREMENTS OF THE 2015 EDITION ALUMINUM ASSOCIATION'S ALUMINUM DESIGN MANUAL. MOUNTING BRACKET INSTALLED AS PER HI -TIDE INSTRUCTIONS, WILL EXCEED ULTIMATE DESIGN WINDS SPEED OF 180 MPH (EXPOSURE CATEGORY C OR D) BOATS ARE TO BE REMOVED FROM BOAT LIFTS PRIOR TO A MAJOR WIND EVENT PIL/NGS' 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 2017. ALL PILINGS TO BE 8" MINIMUM DIAMETER 2.5 C.C.A PRESSURE TREATED WOOD, PRE -STRESSED CONCRETE OR COMPARABLE EQUIVALENT. ELECTRICAL REVIEW.• 1 HP ELECTRIC MOTOR 12.8 AMPS ® 115V EACH 6.4 AMPS ® 230V EACH QUANTITY.• 1 TOTAL WATTS 1472 NOTE TO EXAMINER: THIS CER77RED ENGINEERED DRAW/NG HAS BEEN PREPARED SPEORCALLY FOR USE ONLY BY.• CENB 'o °Oo 4• N0.4310 P R�JEB OtT A Q' 'p STATE OF W e °o Fe LORI OI'p2o°° O N A o ROGER BABER P.E. NO. 43855 MCR PROFESSIONAL ENGINEERING CA. NO. 26967 1014 NW PINELAKE DR. STUART, FL 34994 PILING MOUNTING MINIMUM (4) 3/4- DIA. BOLTS FOR THROUGH BOLTING BRACKET TO PILING. PILING MUST BE TIED BACK TO SEAWALL OR DOCK STRUCTURE. ALTERNATE SEAWALL M O U N T I N G MINIMUM (6) 3/4- DIA. SS ANCHORS REQUIRED IN CONCRETE BASE FOR MOUNTING. FILE C®Py 1,500 LB. ALUMINUM SPINNER M� O BOATLIFTS AND MARINE PRODUCTS (2017 FBC) l n t��4050 S£L NTZ ROAD ®VE, FORT PIERCE, FL 34981 .hi—t R. H1DE SCALE. N75 DATE.• 1/2/18 REV.1 1-800-544-0735 www.hl—Hde.com