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HomeMy WebLinkAboutengineeringENGINEERING RENEW. BOAT LIFT MOUNTING BRACKETS AND SP£CIf7ED MOUNTING HARDWARE COMPLY WITH WIND LOAD REQUIREMENTS C THE 67H EDITION (2017) FLORIDA BUILDIN CODE, PER ASC£ 7-10, AND PER DESIG LOAD REQUIREMENTS OF THE 201 EDITION ALUMINUM ASSOCIATION' ALUMINUM DESIGN MANUAL MOUNTING BRACKETS INSTALLED PE HI —TIDE INSTRUCTIONS, WILL EXCEE ULTIMATE DESIGN WIND SPEED OF 180 Mf (EXPOSURE CATEGORY C OR L BOATS ARE TO BE REMOVED FROM BOA LIFTS PRIOR TO A MAJOR WIND EVEN 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 201Z ALL PILINGS TO BE 8" MINIMUM DIAMETER 2.5 C.C.A PRESSURE TREATED WOOD, PRE -STRESSED CONCRETE OR COMPARABLE EQUIVALENT. SEAWALL THE CONTRACTOR SHALL VERIFY SEAWALL CAPACITIES TO LLLY WI TH FBC 20. HP E 10 8 AMPS ®4 HP �5VM ACH OTORI0 � AMPS 5.4 AMPS ® 230V EACH _-9.6 AMPS QUAN77TY.• 2 QUAN7ITY.• 5 TOTAL WATTS: 2484 TOTAL WATT NOTE TO EXAMINER: THIS CERTIFIED ENGINEERED DRAWING HAS BEEN PREPARED SPECIFICALLY FOR USE ONLY BY' ope00000000uuoo°°pOe° p N @ °Oeee �GEN9 �9 °"e %, F F °e NO.4.9866 YED 1AN 0 a STATE OF 41 e e B ��ORI O�p?o"o e 6 oOO N A . 000°°o ROGER BARER P.E. NO. 43855 MCR PROFESSIONAL ENGINEERING C.A. NO. 26967 1014 NW PINELAKE DR. SMART, FL 34994 PILING MOUNTING MINIMUM (2) 5/8- DIA THREADED ROD PER MOUNT REQUIRED FOR MOUNTING ALTERNATE SEAWALL MOUNTING MINIMUM (2) 5/8- DIA ANCHORS REQUIRED FOR MOUN77NG 6,000 LB. ALUMINUM ELEVATOR & BOATLIFTS AND MARINE PRODUCTS ALUMINUM ELEVATOR X2 (2017 FBC)) [ -8 PDAoO 4050 SELWTZ ROAD FORT PIERCE, FL 34981 R. HYDE SCALE. NTS DATE.- 1/2/18 REV' 7 1-800-544-0735 www.hi-tlde.com