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HomeMy WebLinkAboutGOLDEN ELEVATOR LIFT - 9-2-21GOLDEN ELEVATOR LIFT TRACK MOUNT LATERAL: BRACING (NOT SHOWN) INCLINE MOUNT OR VERTICAL MOUNT 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, 7th EDITION, 2020. CHAPTER 16. ADM 2015. AND ASCEISEI 7-16 '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 I. J.L. SANDERS, PE HAS NO CONTROL OF THE MANUFACTURING, PERFORMANCE, OR INSTALLATION OF THIS PRODUCT. THESE GENERIC DESIGN FEATURES WERE ENGINEERED IN ACCORDANCE WITF ACCEPTED ENGINEERING PRACTICES BASED ON DATA PROVIDED BY THE MANUFACTURER. THIS STRUCTURAL RENEW IS LIMITED TO THE PRIMARY FRAMING AND CONNECTIONS AND IS NOT INTENDED TO COVER MECHANICAL AND ELECTRICAL COMPONENTS THESE DESIGN FEATURES ARE BASED ON STRUCTURAL CALCULATIONS, TITLED 'STRUCTURAL CALCULATIONS FOR ELEVATOR°, WHICH CONTAIN ADDITIONAL DESIGN REQUIREMENTS AND CRITERIA AND ARE AVAILABLE UPON REQUEST. THE BOAT LIFE DEPICTED BY THESE DESIGNS AND RELATED CALCULATIONS WERE ENGINEERED AS MANUFACTURED PRODUCE FOR NON -SITE SPECIFIC USE AND SHALL MEET THE DESIGN REQUIREMENTS AND INSTALLATION LIMITATIONS LISTED IN THE 'STRUCTURAL CALCULATIONS - IN PARTICULAR THE TRACK BEAMS SHALL BE ADEQUATELY BRACED LATERALLY NO MORE THAN 8 FT. O.C. FOR ELEVATOR LIFTS WITH DISTANCE FROM TRACK MOUNT TO SEA FLOOR LESS THAN 9 FE , LATERAL BRACING IS NOT REQUIRED J.L.SANDERS,PE 9, 2515 GRATIS ROAD NW MONROE, GA 30656 J. L SA' DERS, P.E. Date: PHONE 239-671-1578 Reg. Florida No. 66361 SIGNATURE NOT VALID WITHOUT RAISED SEAL (2)3/4"Ox3-1/4" LG. STAINLESS STEEL REDHEAD WEDGE ANCHOR BOLTS EDGE DISTANCE OF BOLTS PER ACI ** 4 ** ON 40K LIFT USE (2) 1" DIA. x 4-1/2" EMBED TYPICAL HORIZONTAL CONNECTION TO REINFORCED CONCRETE DOCK OR SEAWALL \1 (3)3/4"0 STAINLESS STEEL THRU-BOLTS TYPICAL VERTICAL CONNECTION TO WOOD PILE OR HORIZONTAL WOOD DECK FRAMING NOTE: THIS STRUCTURE HAS BEEN DESIGNED FOR LOADS ASSOCIATED WITH AN ULTIMATE WIND SPEED OF 180 MPH,EXPOSURE "D", RISK CATEGORY I, CALCULATED PER FLORIDA BUILDING CODE 7th EDITION, 2020, ASCE/SEI 7-16 AND ADM-2015. BOATS SHALL NOT BE STORED ON LIFTS DURING HIGH WIND EVENTS (GREATER THAN 75 MPH). ALL PRIMARY STRUCTURAL MEMBERS ARE TO BE 6061-T6 ALUMINUM. TRACKS ARE TO BE DRIVEN TO FIRM BEARING MATERIAL AND SHALL BE SPACED HORIZONTALLY WITHIN THE LIMITS OF TRACK SPREAD "E". TRACKS SHALL BE ADEQUATELY BRACED LATERALLY FROM TRACK TO TRACK WHEN DISTANCE BETWEEN THE TRACK MOUNT AND SEA FLOOR IS 9 FT. OR GREATER. LATERAL BRACES SHALL BE SPACED AT NO MORE THAN 8 FEET APART. FOR LIFTS WITH DISTANCE FROM TRACK MOUNT TO SEA FLOOR LESS THAN 9 FEET, LATERAL BRACING IS NOT REQUIRED. SUMMARY OF DESIGN FEATURES © © @ 0 r-.-" 0 0 O LIFT CRADLE TRACK BOARDS CABLE TRACK GUIDE POST ERGS DRIVE WINDER GEAR MOTOR INCHES OF LIFT CAPACITY I -BEAM I -BEAM FEET SIZE SPREAD HEIGHT SHAFT DIA RATIO HPNOLTAGE PER MIN. (2 11 H x .23 W (2) 8 H x .23 5 W (2) 5/16° 0 (2) 3/4 HP 3,000# x G x 7' LG. x .35 x 25' LG. x 30' S.S. ¢ 3 m 120V/20A @ 6.18#/FT @ 6.18#/FT ( x) 44 2 PART 7' THOU SD 00 o Z 240V110A 5,000# (21 (2) W (2) 5/16'0 (2) 3/4 HP W xx425 x 8' LG. xX415 x 25' LG. ROUGH x 30' S.S. > 13-1/2° 7; 00# @ 7.02#/FT @ 7.02#/FT SAWN CARPETED 2 PART o� 21HP 2) 1 H (2) 9 H x 27 (2) 9 H x .27 (2) 3/8°0 10,000# 5.5 W x .44 x 8' LG. 5.5 W x .44 x 25' LG. x 30' S.S. 80" cl @ 8.36#/FT @ 8.36#/FT 2 PART 8' (2) 3/4 HP THRU 11' a 120V/20A 240V110A (2) W 25 2610 x x. 5 (2) 12,000# x.41 x 8' L.G. x 25' LG. @ 8.65#/FT @ 8.65#/FT (2) 3/8°H 9 10 (21 10 H x.29 (2) 10 H x.29 15,000# xfi8' LG x 25' LG @ (2) 3 x 10 x S.S. o 10.3#/FT 10.3#/FT x 192 ROUGH SAWN P 3 PART w ° 0 X 480:1 (2) 12 H x.29 (2) 12 H x.29 17,000# 7Wx.47 x 10' LG. Wx.47 x 26 LG. CARPETED o rn @ 11.7#/FT @ 11.7#/FT V (2) 3/8"0 x 56' S.S. 8' 120" oo =p G w O tD (2) 1 HP 6.75° (2) 12 H x.31 (2) 12 H x.31 20,000# W x .62 x 11' LG. W x .62 x 26 LG. 4 PART THRU x w o z o 120V/20A @ 14.3#/FT @ 14.3#/FT 14' p > �oJ¢ w gLU 240V/1GA 410Hx.29 () 410Hx.29 () x' 7/16"0 6Wx 6 W x 6Wx .41 (2) rn C7 a 24,000# .50 x 10' LG. .50 x 25' LG Ca? x 29 LG. CAPPED W/ x 60' S.S. g 9" @ 10.3#/Fr 10,3#/ WOOD & 4 PART 10, ¢ w (2) 1.5 HP 30,000# (41 12 H x.31 (4) 12 H x.31 (2) 10 H x.25 THRU t m p 120V/20A 240V/10A 6.75" 7 W x .62 x 11' LG. @ 14.3#/FT 7 W x .62 x 25' LG. @ 14.3#/FT 62oxIX4 CAPPED W/ WOOD & (2) 1/2"0 x 68' S.S. 4 PART 16' zu o GROVE GEAR 842 40,000# CARPET 3.5" 0 O.D. X 500:1 6.5° 1.99"I.D. Golden Manufacturing, Inc. 17611 East Street, North Fort Myers Florida 33917 Pub 4-9-21