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HomeMy WebLinkAboutBOAT LIFT PLANSENGINEERING REVIEW. BOAT LIFT TOP CARRIER BEAMS AND sCNNED NO7F TO EXAMINER: MOUNTING BRACKETS COMPLY WITH BY 7HIS CER71FIED ENGINEERED WIND LOAD REQUIREMENTS OF THE �a �a� DRAWING HAS BEEN PREPARED �.. �,..r., .. �. ..... ... -4. 1 le�i®e nivi`Y SPECIFICALLY FOR USE ONLY BY - LOAD REQUIREMENTS OF THE 2015 EDITION ALUMINUM ASSOCIATlnti's ALUMINUM DESIGN MAN BEAMS AND MOUNTING BRAC INSTALLED PER HI-77DE /NS7RUC77ON; EXCEED ULTIMATE DESIGN WIND SPE 180 MPH (EXPOSURE CATEGORY C BOATS ARE TO BE REMOVED FROM j LIFTS PRIOR TO A MAJOR WIND EV 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 2017 FBC. ALL PILINGS TO BE 8" MINIMUM DIAMETER 2.5 C. C. A PRESSURE TREATED WOOD, PRE -STRESSED CONCRETE OR COMPARABLE EQUIVALENT. ELECTRICAL REVIEW. 112 HP ELECTRIC MOTOR 8.8 AMPS ® 115V EACH 4.4 AMPS ® 230V EACH QUAN77TY 2 TOTAL WATTS. 2024 DESCA"av 0 0 t0000 OOO D D D O D DDDDD OD >°°°o �C. a M p C Ely O v F o r NO.43M �► 0 0 �i ED AUG 0 8`-2018 STATE OF o0 0 A .0 O R 1 D ?�o� 6 °o oD0 N AO pp Ala °°oo `'C 0_ ROGER SABER - P.E. NO. 43855 3 CR PROFESSIONAL ENGINEER C.A. NO. 26967 1014 NW PINELAKE DR. STUART, FL 34994 L-1 ING MOUNTING T 1.1 rMUM (2) 3/8" DIA. SS TS FOR WOOD PILING OR CONCRETE ANCHORS FOR PCRETE PILINGS PER PILING IUIRED.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. 9, 000 LB. CODA GEAR BOA7LIFTS AND MARINE PRODUCTS BOAT LIFT (2017 FBC) T#D' 4050 SELW77 ROAD 99N FORT PIERCE, FL 34981 R. HYDE SCALE. NIS DATE112118 REV! 1 1400-544-0735. www.hi-tide.com 04pcp INDIAN FIVER \ \ \ \ WATERBODf WIDTH \ \ \ 11,20 '± \ \ ' \ \ MOORING AREA WITH 13'± X 13'± BOAT LIFT MOORING AREA WITH \ 13'± X 13'± BOAT LIFT \ \ \ \ \ 4' X 460' ACCESS \ \ \ WATERWARD OF MHW \ \ , (INCLUDES RAMP WATERWARD OF MHW) \ \ \ \ APPROXIMATE 7AUG RIPARIAN LINE RECEIVED \ \ \ ;�25TE tong\ \ST\ \ APPROXIMATE /—\ \ \ MEAN HIGH WATER LINE \ \ ; \ MANTA RAY (OR EQUIVALENT, \ \ 10' HELICAL ANCHORS \ \ P \ \ 6' O.C. (TYP.) \ \ 110' SR SET 2 \ \ SEE -1 foFt \ \ 111'± L.F. DOD PNO Tp11Si \ \ RETAININGI ALL (SEE SHE 8 \\ \ FOR OE \ \ FOR DETAI !IS) 53 t 27•t f BANK SNORE1IN* FNGjH -L i 20} TOP Of BPNK 0' 15' 30' GRAPHIC SCII -NOTES-* PROPOSED WORK IS TO CONSTRUC 110± L F. WOOD RETAINING WALL, CONSTRUCT A 2,188 SQ. FT. DOCK (INCLUDES RAMP LANDWARD OF MHW) AND I _ STALL TWO BOAT LIFTS (BOAT LIFTS BY OTHERS) DECK DESIGN LOADS TO MEET 2017 FBC: - WIND LOAD AS PER ANSUASCE 7-10 SPEED = 170 MPH EXPOSURE = D IMPORTANCE FACTOR =1.0 +: RAMP LANDWARD OF MEAN HIGH WATER TO HAVE PICKETS WITH < 4"_SPACING ALL DOCK PILES 8°0 MARINE PILES - MIN. PENETRATION VARIES BASED UPON LOCATION (SEE PLAN DETA X , w. -ALL BOAT LIFT RILES AND MOORING RILES 10 0 MARINE PILES -MIN. PENETRATION V INTO RIVER BOTTO OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY I OVERALL PLAN VIEW Paul Welch, Inc. 1�isEnvironmental 1984 SW Biltmore Street, # 4 IncRemy B. Moorhead Port St. Lucie, FL 34984 S erV1CeS, 1. 10301 S. Indian River Drive ��� 6 20 8 / 1901 SW Yellowtail Avenue Port Saint Lucie, FL 34953 Fort Pierce, Florida PCN# 3529-701-0001-000-2 Paul Welch, PE No. 29945 Phone:772-215-3997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE: 1" = 30' AUG 2018 SHEET 1 of 8 1-1/2" 0 GRASPABLE HAND RAIL OFFSET FROM 2" X 6" WITH BRACKETS 2" X 6" VERTICAL RAIL (TOP RAIL) HAND RAIL DETAIL — TOP VIEW N.T.S. 2" X 2" PICKETS / 4" O.C. (TYP) J LANDWARD OF MHW (2) 5/8" SS THRU BOLTS PER PILE 2" X 8" P.T. CROSS TIE 2" X 6" P.T. TOP RAIL ATTACHED WITH (2) #14 SS SCREWS PER PILE - 36" - 38" 2" X 6" P.T. DECKING 2" X 8" P.T. STRINGER (20" O.C. TYP.) EXISTING GRADE an VARIES I MHW 2" X 6" P.T. BOTTOM RAIL ATTACHED WITH (2) #14 SS SCREWS PER PILE w 8"0 MARINE PILE (10' O.C. TYP.) RAMP DETAIL - SIDE VIEW III O 3' *"*NOTES*" 1 -ALL HARDWARE ON THE DECKAND BELOW TO BE GRADE 304 (OR BETTER) SS -ALL 8"0 MARINE DOCK PILES - MIN. PENETRATION INTO FIRM SOIL VARIES FROM V TO 10' LANDWARD OF MEAN •HIGH WATER AND MIN. PENETRATION WATERWARD OF MEAN HIGH WATER FOR RAMP IS 10' OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY 2" X 6" P.T. DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3" 2" X 2" PICKETS NOT ALL SHOWN FOR CLARITY PICKETS LANDWARD OF MEAN HIGH WATER AS SHOWN ON SHEET 9 - REMAINDER OF RAMP NOT REQUIRED TO HAVE GUARDS Environmental ,is RAMP DETAIL Paul Welch, Inc. 1984 SW Biltmore Street, # Inc./ Services, I Remy B. Moorhead Port St. Lucie, FL 34984 10301 S. Indian River Drive AUG 0 6 1018 1901 SW Yellowtail Avenue Fort Pierce, Florida Port Saint Lucie, FL 34953 PCN# 3529-701-0001-000-2 Paul Welch, PE No., 29945 Phone:772-215-3997 Fax:772-879-4520 Al tal SCALE: ser "W". senviI-- vices.com AS NOTED AUG 2018 SHEET 2 of 8 J \ / 10, O.C. (TYP.) 2" X 8" P.T CROSS -TIE ' 0 ABOVE DECK ARINE PILES 6" P.T. DECKING 1 1/2" SPACING VEEN DECK BOARDS I.T. STRINGERS /8" SS THRU BOLT ') PER PILE 0' 1' GRAPHIC SCALI1 "*NOTES-' ALL 8"0 MARINE DOCK PILES - MIN. PENETRATION VARIES (6' IN UPLAND BANK, 10' FOR RAMP AREA, 8' FOR LEVEL DOCKAREA) INTO RIVER BOTTOM OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY 2" X 6" P.T. DECKING NOT ALL SHOWN FOR CLARITY -DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3" - ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS DOCK ACCESS Paul Welch, Inc. Environmenta.1 PLAN VIEW DETAIL 1984 SW Biltmore Street, #1 �I is Remy B. Moorhead Port St. Lucie, FL 34984 Inc. Services, 10301 S. Indian River Drive 1901 SW Yellowtail Avenue AUG 0 6 2018 Port Saint Lucie, FL 34953 Fort Pierce, Florida PCN# 3529-701-0001-000-2 Paul Welch, PE No. 29945 Phone:772-215-3997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE: AUG 2018 SHEET „' of 8 2" 2"X6'1 2", X 6" P.1 WITH 1/2" SPACING DEC 2" W W 2" X 8" P.T. C o' 1 ' 11 2' SUBSTRATE II **'NOTES Lj GRAPHIC SC LE '** I ALL 8"0 MARINE DOCK PILES - MIN. PENETRATION VARIES (6' IN UPLAND BANK; 10' FOR RAMP AREA, 8' FOR LEVEL DOCK AREA) INTO RIVER BOTTOM OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3" RAILING ATTACHED WITH #14 SS SCREWS ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 OR BETTER SS DOCK ACCESS Paul Welch, Inc. Environmental, CROSS SECTION VIEW 1984 SW Biltmore Street, # 1'114 is Remy B. Moorhead Port St. Lucie, FL 34984 Inc - Services., 10301 S. Indian River Drive / 1901 SW Yellowtail Avenue (0 Port Saint Lucie, FL AUGo 34953 Fort Pierce, Florida 18 PCN# 3529-701-0001-000-2 Paul Welch, PE No. 29945 Phone:772-215-3997 Fax:772-879-4520 www.dlsenvironmentalservices.com SCALE: 1" = 2' AUG 2018 1 SHEET 4 of 8 16' 8't D.C. (TYP.) 18" 0 ABOVE DECK MARINE PILES "*NOTES'"' ALL 8"0 MARINE DOCK PILES - MIN. PENETRATION 8' INTO RIVER BOTTOM OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY 2" X 6" P.T. DECKING NOT ALL SHOWN FOR CLARITY DECKING WILL BE ATTACHED WITH #10 SS DECK SCREWS X 3" ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS DOCK PLATFORM Environmental PLAN VIEW DETAIL Services, IRemy B. Moorhead 11C. 10301 S. Indian River Drive ,is 1901 SW Yellowtail Avenue Port Saint Lucie, FL 34953 Fort Pierce, Florida PCN# 3529-701-0001-000-2 Phone:772-215-3997 Fax: 772-879-4520 www.disenvironmentalservices.com SCALE: 1"=3' (TYP) PER PILE 0' 1.5' 3WON I GRAPHIC SCALE I Paul Welch, Inc. 1984 SW Biltmore Street, 11.4 Port St. Lucie, FL 34984 AUG 0 6 2018 / Paul Welch, -PE No. 29945 AUG 2018 1 SHEET $ of 8 (2) 5/8" SS THRU BOLL (TYP) PER PILE 2" X 10" P.T. CROS; 2" X 8" P.T.STRINGER; 2" X 6" P.T. DECKI WITH 1/2" SPACING BETWE DECK BOAF 8" 0 MARINE PILINGS —NOTES'** p' 1.5' 3' ALL 8"0 MARINE DOCK PILES - MIN. PENETRATION 8' INTO RIVER BOTTOM OR AS NECESSARY TO PROVIDE ADEQUATE BEARING STABILITY DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3" GRAPHIC SCALE - ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS DOCK PLATFORM Paul Welch, Inc. f q-SEnvironmentrea.1CROSS SECTION VIEW 1984 SW BiltmoStreet, # 1 Remy B. Moorhead Port St. Lucie, FL 34984 Inc. Services, nc. 10301 S. Indian River Drive AUG 0 6 201 S 1901 SW Yellowtail Avenue Port Saint Lucie, FL 34953 Fort Pierce, Florida PCN# 3529-701-0001-000-2 Paul Welch, PE No. 29945 Phone: 772-215-3997 'Fax: 772-879-4520 www.disenvironmentalservices.com SCALE: 1" = 3' 1 1 AUG 2018 1 SHEET , of 8 TOP OF BANK 63' RAMP SECTION WATERWARD OF MEAN HIGH WATER (SEE DETAILS ON SHEET 2) \ RAMP LANDWARD OF MEAN HIGH WATER WITH PICKETS (PICKETS NOT ALL SHOWN FOR CLARITY) (SEE DETAILS ON SHEET 2) PROPOSED RETAINING WALL (SEE DETAILS ON SHEET8) 0' 10, 20' FROM •••NOTES*• GRAPHIC SCALE ALL HARDWARE ON THE DECK AND BELOW TO BE GRADE 304 (OR BETTER) SS ALL 8"0 MARINE DOCK PILES - MIN. PENETRATION VARIES (6' IN UPLAND BANK, 10' FOR RAMP AREA, 8' FOR LEVEL DOCK AREA) INTO RIVER BOTTOM OR AS NECESSARYTO PROVIDE ADEQUATE BEARING STABILITY, 2" X 6" P.T. DECKING WILL BE ATTACHED WITH #10 SS DECK SCREW X 3" DETAILS ON PICKETS AND HAND RAILS SHOWN ON SHEET 2 - PICKETS NOT ALL SHOWN FOR CLARITY PICKET LOCATIONS IDENTIFIED BASED UPON DECK HEIGHT ABOVE GROUND AND LANDWARD OF MEAN HIGH WATER REMAINDER OF RAMP NOT REQUIRED TO HAVE GUARDS OVERALL RAMP Paul Welch, Inc. ,is Environmental CROSS SECTIONVIEW 1984 SW Biltmore Street, # 14 Remy B. Moorhead Port St. Lucie, FL 34984 Inc.S ervices, I10301 S. Indian River Drive 1901 SW Yellowtail Avenue Fort Pierce, Florida AUG O 6 2018 Port Saint Lucie, FL 34953 PCN# 3529-701-0001-000-2 Paul Welch, PE No. 29945 IV Phone:772-215-3997 Fax:772-879-4520 - www.disenvironmentalservices.com SCALE: 1" = 20' AUG 2018 SHEET � of 8 10, 2" X 10" P.T. CAP ATTACHEDWITH#16D fist* SS RINGSHANK NAILS r. - #16 HDG SPIKES' 5/8'0 HDG STEEL ROD X 10' MIN. @ 6' O.C. (TYP.) -15° ANGLE (TYP.) CLEAN FILL AS NEEDED MANTA RAY© (HDG) MR158 ANCHOR (OR EQUIVALENT) (20,000 LBS WORKING LOAD) DOUBLE 2" X 8" P.T. CONTINIOUS WALE BEAM, 2.50 LB/CF CCA SEAMS SHOULD OVERLAP ON EVERY OTHER SUPPORT PILE (TOP FILTER FABRIC (AMOCO 200 OR EQUIVALENT) INSTALLED IN ONE PIECE USE 1-1/2' LONG WIDE -HEAD NAILS TO SECURE FABRIC IN PLACE EVERY 12" PIN FILTER FABRIC TO TOP WALE, OVERLAPPING AND RENAILING AS NECES 2" X 8" X 8' P.T. SHEET PILING - 2.50 LB/CF CCA T MIN. PENETRATION INTO FIRM SOIL I 8" 0 X 10' P.T. WOOD PILE @ 6' O.C., 2.50 LB/CF CCA "•NOTES"' - 8" 0 MARINE PILES AT V O.C. (TYP.) -ALL PILES MIN. PENETRATION 5' INTO FIRM SOIL. -ALL FLAT LUMBER SHALL BE DIMENSIONAL (ROUGH SAWN), P.T. 2.50 LB/CCA MINIMUM NAILS SHALL BE #16 H.D. GALV. NAILS TO HOLD FABRIC SHALL BE 1'/." WIDE HEAD NAILS ALL HARDWARE SHALL BE SS OR H.D. GAV ALL RODS 518" 0 HDG STEEL RODS X 10' ANCHORS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WOOD RETAINING WALL .Environmental CROSS-SECTION VIEW Remy B. Moorhead Inc.Services, I10301 S. Indian River Drive qs 1901 SW Yellowtail Avenue Fort Pierce, Florida ,Port Saint Lucie, FL 34963 PCN# 3529-701-0001-000-2 Phone:772-215-3997 Fax:772-879-4520 www.disenvironmentalservices.com SCALE 1"=2' 0' 1' 2' GRAPHIC SCALE Paul Welch, Inc. 1984 SW Biltmore Street, A114 Port St. Lucie, FL 34984 AUG 0 6 2018 Paul Welch, PE No. 29945 �f AUG 2018 1 SHEET 8 of 8 1 1