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HomeMy WebLinkAboutLift EngineeringGOLDEN ELEVATOR LIFT INCLINE MOUNT OR VERTICAL MOUNT STRUCTURAL ENGINEERING REVIEW Tl-tS CONSTALCTION HAS BE EN DE SIGNED AS A MAIN wmo fORCE fl:SISllNG SYSTE M WITH CAI.OJl.A rm CR,l,VITY NO vm o lOAOSIN C0MPUANCEV-.1'IHTHE fl000ABUllONGCOOE.61tlEDTION 20 11 OiAPTER 16 ADIA20l5 N'4QASC[/5£J 1-10 1Alfl!IAW DESIG N LOADS FOR BUJLOINGSN-10 on-t:R SHl.JCH.ffS• IOv.1ThSTAt10lHC Wlr-OLOAOS ASSOCIArro 'MTH /\Jj U.TVAAIE \WO SPClO OF 180 MPH,CXPOSlllE'O" RISK CATEGORY I JLSAtOEAS PEHASNOCONTOOlOf THE MAt#LF ACll.Rt.G PERfORIAANCE OR INST ALLATION OF Tl-tS POCIOl.CT Tl-ESE GENERIC DESIGN f(AMESWEAE UlGOl:[RC.OltlNXOFCWCE V ACCEPTtO ENGlf\ol[RtNG f'RAC11C[S 8ASEOON DATA PAOvi[)[OBY THE MAAUfACfl.HR THS STRUCTURAL fEVlfWIS UMJl [D JO IHE PRI MARYFAAU INGNCJCOl'IM:CIIONSNCJ IS t.OT INfE t,.()£0 TO C.Ovt.R MEO·tANICAl. AI-OEl.ECTR'CAl COMPOtlEUIS II-CSE DE.SIGN f EATUlES Al£ BASED ON STl'fJCTU'W,_ CALCULATIONS mu:o -smLCTUr\Al CAI.GU...ATtONS FOR ELEVATOR' 'M-IO-t CONfAJN AOOITlONAl DESIGN A[OUA[M[N IS ANOCAIT[RIAAJ,OAJ1E AVAILABLE UPON f£QI J[ST., T}(. OOAl l lF'TS OEPICITDBV Tt<S[ OESIGNS .V..O R[LAT£OCAI.OJLAT10NS WERE [NG!N[(AEOAS MM.11.Jf,,CTU~OOOCT FOf\...ON-'sn6SP£0AC US€ I.JO :: ~~~~=~~:':~~1r1L~~~~~~~~l~~~rl!.~rc~~?;~-t'.1.:-rs 'MTH DISTANCE FROM TRACK MOIJNT TO SEA FLOOR LESS fHANgFEET, L.Al'Ef!Ab,..AfV.qNC.15NOTREOJIREO J LSAN!X RS PE 2515GRATISROAOtffl MOMlOE GA.30656 PHONE 239-67 1-1578 0 1Jc SIGNA TU AE NOT VALI D WITHO UT RA.;SED SEAL (2)3/4"0x3-1/4 " LG . ANCHOR BOLTS \ STAINLES S STEEL REDHEAD WEDGE l EitssDl~~~N;~, ~-'(' ___ OJ "' ~; (2) 1" .. ON 40K LIFT USE <tN{tiHru~~~~~ DIA. x 4 -1/2" EMBED TYPICAL HORIZONTAL CONNECTION TO REINFORCED CONCRETE DOCK OR SEAWALL 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 6th EDITION, 2017, ASCE/SEI 7-10 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 6081 -T8 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 @ © @ ® ® @ ® Q) ® LIFT CRADLE TRACK BUNK CABLE TRACK GUIDE POST DRIVE WINDER GEAR MOTOR INCHES OF LIFT BOARDS BAGS CAPAC ITY I-BEAM I-BEAM SIZE SPREAD HE IGHT SHAFT DIA RAT IO HPNOLTAGE PE R MIN FEET (2Ji~ js23 (2Ji~ 3523 (2)5/16'0 (213/4 HP 3,000N x 7 LG . x2S LG. x30'SS :~ 120V/'20A @ 6 18 1/FT @ 6.18#,8 2 PART T 240V/10A (2) 2 ,a THAU 5,000# (2!~~\f5 (2~~Hx\f5 , 144 (215/16'0 10 ·~ (21 °3/4 HP Oz & x 8' LG x25' LG ROUGH x30'SS o;: 11\~:p 13-1 /2" 7,000# @702#,8 @702#,8 SAWN 2PART §~ (21 9 H, 27 (2)9H x .27 CARPETED (2) 3/8'0 -10,000# 5 5 Wx .44 5.5Wll 44 x30'S.S. 80' f!: x8' LG. x 25' LG. @ 8 361,8 @ 8.36#,8 2PART g (213/4HP THAU " 12fN/20A ::, (2) 10 H x..25 (2) tO H x .25 11 ' ;j_ 240V/10A 12,000# 6Wll .41 6 Wx 41 x8' LG x25' LG @865•'8 @8.65#,8 § 9' <2!W~.t29 c2i w~-~29 (2) 318'0 5l ,? 15,0001 1g 3~Wf x1~s3;~ (2) 3x 10 x38" SS 0 ~o , 192 3 PART ::, 480 1 a: ROUGH s ;~ ,2H~~~? (~W~If SAWN 17.0001' • 10' LG ll25' LG CAR PETED °' o;; @ 11 711/FT @ 11 .7#,8 ~12 ~o (21318"0 18:i: ':o 6 75' <2tixH 6231 (2f ~~6231 ll56'SS 8 120' ;;~ '!!IS> (21 1 HP 20 ,0001 x 11' LG x25' LG . 4 PART THAU n 12fN/20A @ 14 31/FT @ 14 3#,8 14' 24CN/I OA -(4!W~~29 <4kW~~ !LJ 1Ut1 l CJ (21 7/16'0 ~[s 6 W1 4 1 9' 24 ,0001 ,20 LG x60'S S -• 1a LG 11 1~5'3 i~ CAPPED VI/ §~ f!: @ 1031,8 4 PART (2) 1.5 HP 10 =>;j_ 120V/20A 3:1.CXXl l TH AU 8~ 240V/10A 6 75· (4f ~~62.3 1 (4fW~'t2.3 1 (2) 10 H;,, 25 fJW( 4 1 (2) 1/2'0 16 ,20 LG x 68"S.S ._____ x 11 LG x25' LG. CAPPEOW/ @ 1431/FT @ 14 31/FT wooo • 4PART 500 1 '° ooo • Cl;R?ET 65' Golden Manufacturing , Inc. 17611 East Street, North Fort Myers Florida 33917 Pub 11-11-19