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Superlift 8 pile

Superlift 8 pile
2Pages

Catalog excerpts

QUALITY 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. **HI-SPEED OPTION** STRUCTURAL ENGINEERING REVIEW THIS CONSTRUCTION HAS BEEN DESIGNED AS A MAIN WIND FORCE RESISTING SYSTEM, WITH CALCULATED GRAVTTY AND WIND LOADS IN COMPLIANCE WITM THE FLORIDA BUILDING CODE 2014, SECTIONS 16 ♦ 20. ADM 2010, ASCE/5E! 7-10, AND "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES* TO WITHSTAND THE WIND LOADS ASSOCIATED WITH AN ULTIMATE WIND SPEED OF ISO MPH, EXPOSURE *D\ RISK. CATEGORY * I *. ARNOUVSANDERS 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. AmoItVSanelers Consulting Engineers* Certificate of Authorisation 945 f 12651 McGregor Blvd. State 103 ft. Myers, PI 33919 239-267-3666 ALL SPACING TO CENTER OF PILING SIGNATURE NOT VALID WITHOUT RAISED SEAL ' Lift Capacity Note: all Dimensions ±2" *IMM Quality Boat Lifts, Inc. will require information from the naval architect or boat builder to calculate correct spacing for dimension "D". Standard spacing for "D" is 288" unless we receive other information.

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