SUPERLIFT BOAT LIFT SPECIFICATIONS4 POST BOAT LIFTS WITH 2 CRADLE BEAMS AND 4 CABLES IMM BOAT LIFTS, INC. IS NOT RESPONSIBLE FOR THE DOCK STRUCTURE, OR ITS ABILITY RESIST THE APPLIED LOADS OF THE SUPERLIFT BOAT LIFT. THE SITE SHOULD BE VERIFIED BY A LICENSED MARINE CONTRACTOR. APPLIED LOADS WILL BE PROVIDED UPON REQUEST. LIFT CAPACITY /GEAR DRIVE RATIO ALL SPACING TO CENTER OF PILING STANDARD PILING SPACING STRUCTURAL ENGINEERING REVIEW THIS CONSTRUCTION HAS BEEN DESIGNED AS A MAIN WIND FORCE RESISTING SYSTEM, WITH CALCULATED GRAVITY AND WIND LOADS IN COMPUANCE WITH THE FLORIDA BUILDING CODE 2014, SECTIONS 16 ♦ 20, ADM 2010, ASCC/SEI 7-10, AND 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES* TO WITHSTAND THE WIND LOADS ASSOCIATED WITH AN ULTIMATE WIND SPEED OP I BO MPH, EXPOSURE V, RISK, CATEGORY • I \ ARNOLD/5 ANDERS CONSULTING ENGINEERS HAS NO CONTROL OP THE MANUFACTURING, PERFORMANCE, OR INSTALLATION OF THIS PRODUCT. THESE GENERIC PLANS WERE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND DATA PROVIDED BY THE MANUFACTURER. / f) Amoid/Sanders Coirwlbog Engineers, CertAatfe of Aothoaatwo 9451 12651 McGregor Ovd. Suite 103 ft. Myere.PL 33919 239-2G7-36GG QUALITY — BOAT LIFTS - SIGNATURE NOT VALID WITHOUT RAISED SEAL I 7030 Ah co Center Rd.Ft. Myers, FI. 339G7 Phone: (300) ££9-35 I 5

( 14/5 SJTW CORD 120 / 240 V MOTOR 2 REVERSING CONTACTOR j— REFER TO “STANDARD PILING SPACING CHART" —| quality - BOAT LIFTS —