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Home My WebLink AboutEngineering - HUj 'ICA_ NE BOAT LI-V--3 crCATEGORY--5 VExcrICAL LIFTS ENGINEERIIVU- SPECIFICATIONS 5 10 g 7 i g : ® 11 S., U,H 4E,B.D, 9 `V I FLAT PLATE GEAR DIRECT ETION IVE GEAR OPTION OPTION DIRECT DRIVE 4 7 I1 5 4 OPTION RUNG SPACING I Lift RECOMMENDED ry CAPACITY A B PILING SIZES IIS , 4,500 LB 150' 132' 8' To 10' DIA 7 2 3 7,000 LB 150' 144' 8' To 16' DIA Plling Penetration I! 2 10,000 LB 150' 150' 9' To 10' DIA To Be 10' Into The 13,000 LB 150' 150' 9' To 10' DIA Sand Bottom Or 5' �li� II 16,01711 LB 150' 168' 9'To 0 DIA Into The Rock Strata 20,000 LB 168' 168' 10' To 12' DI Recommend I� 24,000 LB 192' 192' 10' To 12' DI 6 Plies BUT A-TO-OUT B�.c> ` A OUT-TO-UUT B CENTER-TO-CENTER • II ` v 1 2 3 4 5 6 7 8 9 10 11 Top 2 Cradles Bunk Guide Drive Flat Plt. E.B.D. D.D. U.H.S. Lift Bean per lift Board Cable Gear Gear Gear Gear Cap, Channel I-Bean (PT) Size Post Bearings Shaft Motor Motor Motor Motor Size Size Carpeted Height Size H.P. H.P. H.P.. H.P. 2 En. 6'H x 4'W (4) (2 Ea.) (2 Ea.) (2 Ea.) (2 Ea.) 4,500# 4H x .15 x 29/119 3/4 H.P. 3/4 H.P. 3/4 H.P. I HP, 2Wx.23 x 132' @ 5/16' 120/20A 120/20A 120/20A 150' Lg. 4.03 Wt./Lin Ft. 240/10A 240/10A 240/10A 240/10A SH xa15 6'H x 4'W SST, 5' (2 Ea.) (2 Ea) (2 Ea.) (2 Eo,) x 35/21 1 H.P. 1 H.P. I H.P. 7,000# 2P,25 V x 144'@ I Part (5 En.) 1 1/2 H.P. x. 6 '< 120/20A 120/20A 120/20A 4.70 Wt./Lin Ft.2'x8'xl44' in 240/I0A 240/10A 240/I0A 240/10A I 6 n•17 8'H x 5'W CARPETED 2' Solid aW, (2 Ea.) (2 Ea,) (2 Ea.) (2 Ea.) 10, W000q x . x .35/23 a. 3/4 H.P. 3/4 H.P. 3/4 H.P. 2 9W x 150' @ o! 120/20A 120/20A 120/20A 1 H.P. Stainless Steel Piling Mount Bracket 750'L 6.18 Wt,/Lin Ft. (4) 6061-T6 > � 240/I0A 240/10A 240/10A 240/10A With 2-3/8' Bolts Connecting The a. 8'H x 5w 6'-8. (2 Ea.) (2 Ea.) 7H x .17 x .41/.25 5/16' ALUM. Bracket To The Assembly. 13,000q i%9 V x 150' @ ci m 1 H.P. 1 1/2 H.P. • 2-3/8'x3' Stainless Steel Lag Bolts 1 150' L , 7.02 Wt./Lin Ft. SST, a = 240/I0A (2 Ea) 240/I0A Into The Side Of Piling a, 10'H x 6'W y y (2 Ea.) (2 Ea,) 7 x. 10 x .41/.25 3'x10'x144 2 part 1 H.P. p PILE MCUNT DETAIL 16,0000 3. x 168' @ 1 H.P.M 1 1/2 H.P. r Ll 5 0 8,64 Wt./Lin Ft.Carpeted o N/A 150'L 240/l0A 240/10A a• I0'H x 61W 240/I0A (2 Ea,) 8H x 25 x .41/25 'x10'xl68 (4) (6 Ea.) 20,0000 X45 W x 168' @ Cnr eted 1 1/2 H.P. 8.64 Wt./Lln Ft, p 5/16• 10' 2' Solid 168' L N/A 240/10A 8H xa,25 1x,50/.9W 'x10'x192 SST. 6061-T6 (2 En.) 24,000 z451 W x 192' @ Carpeted] ALUM. 1 1/2 H.P. 192' L , 10,28 Wt./Lin Ft 3 Part 240/10A THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED & ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE 5th EDITION 2014 FLORIDA BUILDING CODE. NOTE- THIS LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH WIND SPEEDS OF Vuc= 160 MPH, V= = 139 MPH (3 SEC, GUST) EXPOSURE'D' WITHOUT A BOAT ON THE LIFT PER ASCE 7-10 USING ABOVE GROUND SIGN/WALL METHOD, THE LIFTING STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED TO WITHSTAND WIND SPEEDS OF V,,=90 MPH IN EXPOSURE 'C' OR 80 MPH IN EXPOSURE 'D', - OWNER RESPONSIBLE TO REMOVE BOAT FROM LIFT DURING WINDSTORM EVENT IN EXCESS Vasd AS CALATED BELOW,PER FBC 3105.5.3 STRUCTURES DESIGNED TO BE READILY REMOVED OR REPOSITIONED DURNING PERIODS OF HIGH WIND VELOCITY SHALL BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL OR PAINTED INSTRUCTIONS TO BE THE -OWNER OR TENANT T17 REMOVE OR REPOSITION THE STRUCTURE OR PART THEREOF DURNING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE U.S. WEATHER BUREAU AS '"4=BEING A HURRICANE WARNING OR ALERT. THE LIFT OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BY THE PERMIT HOLDER.NO WARRANTY, EXPRESSED-OR IMPLIED, IS CONTAINED HEREIN. Vasd MAY BE CALCULATED BY THE FOLLOWING FORMULAi Vasd =V 0.6 ■ Vult. DESIGN OF BOAT WIND LOADING HAS BEEN PERFORMED WITH THE FOLLOWING RATIOS AS CONFIRMED BY OTHERS- B/s=3, s/h = 0.75,FOR A Cf of 1.6 MAXIMUM WHERE H IS THE HEIGHT TO TOP 17F BOAT, B IS HORIZONTAL DIMENSION,AND S IS VERTICAL DIMENSION. - r, CERTIFICATION OF BOAT LIFT TO E%!STING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL CERTIFICATIONS ARE BY OTHERS! ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT ONLY. po THIS DETAIL IS PREPARED - TE SPECIFIC R ARED AS A GENERAL NON SI MASTER PLAN SHEET DETAIL. TYPICAL FIELD , IDMS ARE ASSUMED IN THE DESIGN. WOOD PILES SHALL BE: >5.( SEASONED WOOD WITH 6=0.55 OR BETTER. SHOULD ANY SPECIFIC LOCATION DIFFER FROM THAT SPECIFIED HEREIN, OR STANDARD FIELD CONDITIONS, ADDITIONAL SPECIFIC ENGINEERING MAY BE REQUIRED AS DETERMINED BY THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR. CARE SHALL BE TAKEN BY C13NTRACTOR IN ALL APPLICATIONS OF THIS DETAIL.AS THIS IS NOT A SITE SPECIFIC DRAWING, IT IS THE RESPONSIBILITY OF OTHERS TO ENSURE THE INTEGRITY OF INSTALLATION TO THE HOST STRUCTURE. ALUMINUM �- MATERIAL-6061 T6 ALUMINUM ALL WELDS ARE MIN. 1/4' FULL FILLET WELD USING 5556 FILLER ALLOY. ALL WELDING MUST CONFORM TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND VERIFIED BY OTHERS.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS. FASTENERS 'I ALL ANCHORS TO BE HILTI BRAND OR MFR EQUIVALENT. ALL BOLTS SHALL BE HOT DIPPED GALVANIZED, OR STAINLESS STEEL &MEET THE REQUIREMENTS OF ASTM A304 WITH E HARDENED WASHERS AND HEX NUTS. WASHERS SHALL BE USED BETWEEN WOOD & BOLT HEAD & BETWEEN WOOD & NUT. WHERE GENERIC FASTENERS ARE LABELED IN DETAILS, CAPACITIES SHALL BE EQUAL TO OR GREATER THAN HILTI KWIK BOLT II OR RED HEAD THRU BOLTS. EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE91 AND DO NOT INCLUDE THICKNESS OF STUCCO OR OTHER FINISHES. , ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED BY 'KOPPERS BITUMINOUS PAINT'OR POLYETHYLENE TAPE UHMW (ULTRA HIGH MOLECULAR WEIGHT) 11.7 ells (0.30 mm) MIN. TOTAL THICKNESS IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE.ALL WELDS PER FLORIDA BUILDING CODE. B&B CONSULTING ENGINEERS,INC. HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. B&B CONSULTING ENGINEERS,INC. SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE VERIFIED q' �`G�( PRIOR TO CONSTRUCTION. G] B&B CONSULTING ENGINEERS,INC. SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO 1� MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. w �7 ENGINEERING SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR, et, at.INDEMNIFIES & SAVES HARMLESS THIS-ENGINEER.FOR ALL COSTS & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION & CONSTRUCTION '`PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, &FEDERAL CODES& FORM DEVIATIONS OF THIS PLAN, EXCEPT AS EXPRESSLY PROVIDED IN HEREIN,NO rraa >°+ �✓,,, CERT-�,f�ATjQn,rOR,AFFIRMATIONS ARE INTENDED. �� F1 � so-a�ca ®�Lv AT THIS Ear® a4 HURRIC NE SF.AI ®ViEIR NNE t A !? ar M, err7udez, PE, DATES A �iGIST`Y.i G STATES ZIP! eg. Florl a No. 55141 l 5� U2CQ�lE; ❑AT LIFTS S .Slater Street B&B Engineers, f�n*r�Puart, Florida 34997 0,2237 Woods Edge Circle 781- 2556 Orlando FL, 32817 _F aaxx"C7 7 —781-4854