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HomeMy WebLinkAboutHi-Tide - Cuda Gear - 16,000 Lb. Permit Drawing - Chibas 12-2-20ENGINEERING REVIEW: BOAT LIFT TOP CARRIER BEAMS AND MOUNTING BRACKETS COMPLY WITH WIND LOAD REQUIREMENTS OF THE 6TH EDITION (2017) FLORIDA BUILDING CODE, PER ASCE 7-10, AND PER DESIGN LOAD REQUIREMENTS OF THE 2015 EDITION ALUMINUM ASSOCIAT/nN's ALUMINUM DESIGN MAN BEAMS AND MOUNTING BRAC INSTALLED PER HI -TIDE INSTRUCTION EXCEED ULTIMATE DESIGN WIND SPE 180 MPH (EXPOSURE CATEGORY C BOATS ARE TO BE REMOVED FROM I 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 1 0" M I N/ MUM 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: 2 TOTAL WATTS: 2944 Digitally signed by Roger M BABER DN: c=US, o=Sustainable Earth Engineers dba MCR Engineers, 4;'-17x A"L4_ ou=A01410D0000017183ADA3 oger Baber, P.E. 3C00001860, cn=Roger M BABER Dated "0o1�,9214:17:16 ooa0;bo M °00O0o ao 6 C E IV s, ® 000°o O �• tc °o " NO.43855 � STATE OF 41 o 0 o �S Al 4 ORI 0 000 00000 8 °p0 N°ol00000 ROGER SABER P.E. NO. 43855 CR PROFESSIONAL ENGINEERING C.A. NO. 26967 1014 NW PINELAKE DR. STUART, FL 34994 ING MOUNTING TABS MUM (2) 3/8" DIA. SS LAG TS FOR WOOD PILING OR CONCRETE ANCHORS FOR CRETE PILINGS PER PILING IUIRED.MINIMUM (2) 3/8" SS CARRIAGE BOLT FOR H 1 119CH/NG MOUNTING TAB TO LIFT REQUIRED PER PILING. MOUNTING TAB CONSTRUCTED FROM 1/4" X 2" ALUMINUM 6 0 6 1- T 6 F L A T B A R. 16,000 LB. CODA GEAR BOATLIFTS AND MARINE PRODUCTS BOAT LIFT (2017 FBC) �� L 4050 SELVITZ ROAD FORT PIERCE, FL J4981 R. HYDE SCALE: NTS DATE. • 4117120 REV: 1 1-800-544-0735 www.hi-tide.com DESCMP770V