Catalog excerpts
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, CHAPTERS ib* 20, ADM 2010, A3CES6 740, AND 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES* TO WITHSTAND THE WIND LOADS ASSOCIATED WITH AN ULTIMATE WIND SPEED OF 160 MPH, EXPOSURE *D*. RISK, CATEGORY * I \ ARNOLD/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. AmoMSaneters Consulting Engineers, Certificate of A1*bonzabon 945 i 12651 McGregor Blvd. 5wte 103 ft. Myers, n 33919 239-267-3666 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. ALL SPACING TO CENTER OF PILING Note: all Dimensions ±2" *$tandard spacing for dimension 'D' is 288”. Dimension 'D' dependent on boat length. IMM QUALITY — BOAT LIFT'S - /GEAR DRIVE RATIO DWG: GOO 10 I PUB July 29, 201G I 7030 Alico Center Rd.
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