Elevator Superlift
1Pages

IMM QUALITY BOAT LIFTS - ELEVATOR SPECIFICATIONS 4,500# - 20,000# Superlift STRUCTURAL ENGINEERING REVIEW THIS CONSTRUCTION HAS BEEN DESIGNED AS A MAIN WIND FORCE RESISTING SYSTEM, WITH CALCULATED GRAVITY AND WIND LOADS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2014, SECTIONS 16 & 20, ADM 2010, ASCE/SEI 7-10, AND "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH AN ULTIMATE WIND SPEED OF 180 MPH, EXPOSURE "D“, RISK CATEGORY" IARNOLD/SANDERS CONSULTING ENGINEERS HAS NO CONTROL OF 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. Arnold/Sanders Consulting Engineers, Inc. Certificate of Authorization 9451 12651 McGregor Blvd. Suite 103 Ft. Myers, FL 33919 ? 39-267-3666 SIGNATURE NOT VALID WITHOUT RAISED SEAL IMM BOAT LIFTS, INC. IS NOT RESPONSIBLE FOR THE DOCK STRUCTURE OR ITS ABILITY RESIST THE APPLIED LOADS OF THE BOAT LIFT. THE SITE SHOULD BE VERIFIED BY A LICENSED MARINE CONTRACTOR. APPLIED LOADS WILL BE PROVIDED UPON REQUEST. 1. Structure designed for loads associated with an ultimate wind speed of 180 MPH, exposure 'D#, risk category 1, calculated for Florida Building Code 2014, ASCE 7-10 and ADM-2010. 2. Boats shall not toe stored on lifts during high wind events. 3. All primary structural members to toe 6061-T6 aluminum. 4, Tracks are to be driven to firm bearing material. 5. Wood piles shall comply with ASTM D25 and be southern pine, 2.5 cca marine grade pressure treated. 6. Lateral support for piles and attachment to piles shall be engineered by others for site GUIDE POST Height BUNK LENGTH DRIVE SHAFT CYCLO| RATIO MOTOR HP/VOLTAGE BRAKE TORQUE SPEED in/min IMM QUALITY' 17030 AlicoCenterRd. — BOAT LIFTS —