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HomeMy WebLinkAboutEngineering C� it-CENEd a1 0 V o-es 101, HURRICANE BOAT LIFTS p penmen' CATEGORY-5 VERTICAL LIFTS ENGINEERING SPECIFICATIONS j perm�ttln9 aunty St•Lucle 5 B 8 I 5 ' 1 7 PILM SPACM B L 5 �! 4 0 Uft ACITv A B RECOMMENDED 4500 LB 1w /J2' B'To 16'01A 7 5 DIRECT ORNE 7.000 La 150' 144' 1 a To 10'aA Pang Penetration i 4 Il 4 OPTION IO.ODO LB 150" ISO' 9-To 10'DIA To Be 10'Into The 73,t100 La 15W Ise 9•To 10'aA Sand Bottom Or V 16.000 LB 150" f68' 9'To 10'D1A Into The Rollo Stroto J 3 2a0G0 La 16B" 166- 10'To 11•aA 1 2 2 II Recomm 24.000 LB 192' f93' 10'70 11'VIA �d I+ 9 A wr-m-cuT B aM1rn m ttrnER 4 U.H.S. DIRECT DRIVE A OPTION OUT-TO-OUT B co Top 2 cradles Bunk 4 . 6 7 D,8 9.s Lift Beom Pa IIN Cable �Se r CaP. dmnnd 1-Beam B0� Sae Post Bemin9x /lean Sue Sbe (Sib) Heigh) Yotar 4.50W 2W x,.2 El1 v 1232/O (4) 3/4EH P. l2 Ea.) 1'A•Lg. {A3 Wt/lF Ft 5/IB• 120/10A 1 H.P. WH xd.S 61H Y 4'W SST. 5 (2 Ea 1b/IOA Y.4' .a ) (2 Ea.) 7,000p ISO' 111/O 1 Port (5 Eo.) 1 NP. 1 1/2 HP. 150"L. 4.70 WL/LN it yygy144' 720/2oA 375"CIA b 0 240/IOA ° SOLID 10.000/ TS W 17 B%1.1 f 23 Wmd 2'Saud ALUMINUM a 4 N.P. (2 Co.) x 1.35j..23 0 O Carpet.d / H.P. x.29 SAS WL/Un FL WINDER 12 0/2 A 240/IOA Slainleei Steel Pling Mount Bracket 150' (4) fi061—T6 With 2-3/9'Bolts Connecting The a. B'H Y 5•W arooket To The Assembly. 1310000 275 W7 Yj.I•® 5/19• ALUM, (2 2 H x.'1 Y 1 40 HP. 2-3/81Y3'Stolnlens Steel Lag Bolts 750•L, 7.02 Wt/Ln Ft �T• (2 Ea.J 2b/IOA Into The Side Of Piling 7H Y.210 x0 H1 x•SW -x10'Y144' 2 Pert (2 Ea.) I"i Al 18,000� 3.5 v 168�0 Wood 1 H.P. 1 1/2 HP. 150"L 6.64 OH FL C-matd 240/10A f0"H Y 6'W 3'x1G'Y165' 240 OA 20,t100/ 3.75 V/5 x.41(.25 PT (1) (6 Ea.) (2 EaJ x.It 1f>8 O IL'eod 1 1/2 HP- iII, d84 WL/LB FL Cvpetad 5/t6- 10' 2-Sdid -1 D1A. SOLID 240/I0A 24,GOOf S W v0-H.6-W 3'x1PTx192= SST• 6061—T6 ALUMINUM (2 Co.) x.41 191 O Waod ALUM- WINDER 1 1f2 H.P. 192'L. 10.18 WL/Ltn FL Carpeted 3 Port 240/10A THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED & ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE 7th EDITION 2020 FLORIDA BUILDING CODE NOTE: THIS LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH WIND SPEEDS OF VWt= 180 MPH, VAsD = 139 MPH(3 SEC. GUST) EXPOSURE'0' 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 WI1=90 MPH IN EXPOSURE'C'OR 80 MPH IN EXPOSURE 'D'. OWNER RESPONSIBLE TO REMOVE BOAT FROM LIFT DURING WINDSTORM EVENT IN EXCESS Vosd 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 TO REMOVE OR REPOSITION THE STRUCTURE OR PART THEREOF OURNING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE U.S. WEATHER BUREAU AS 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 FORMULA: Vasd - v0.6 •VUIt. DESIGN OF BOAT WIND LOADING HAS BEEN PERFORMED WITH THE FOLLOWING RATIOS AS CONFIRMED BY OTHERS: B/s=3. 9/h = 0.75. FOR A Of of 1.6 MAXIMUM WHERE H IS THE HEIGHT TO TOP OF BOAT, B IS HORIZONTAL DIMENSION, AND S IS VERTICAL DIMENSION. CERTIFICATION OF BOAT LIFT TO EXISTING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL CERTIFICATIONS ARE BY OTHERS; ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT ONLY. THIS DETAIL IS PREPARED AS A GENERAL NON-SITE SPECIFIC MASTER PLAN SHEET DETAIL TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. WOOD PILES SHALL BE SEASONED WOOD WITH 0=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 8Y THE BUILDING INSPECTOR AND PERMITTING CONTRACTOR, CARE SHALL BE TAKEN BY CONTRACTOR 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 76 ALUMINUM ALL WELDS ARE MIN. 1/4-FULL FILLET WELD USING 5556 FILLER AHOY- ALL WELDING MUST CONFORM TO AISC STEEL CONSTRUCTION MANUAL f3TH ED AS INSPECTED AND VERIFIED BY OTHERS.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS. FASTENERS ALL ANCHORS TO BE HILT[ BRAND OR MFR EQUIVALENT. ALL BOLTS SHALL BE HOT DIPPED GALVANIZED, OR STAINLESS STEEL&MEET THE REQUIREMENTS OF ASTM A304 WITH 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 HILT[KWIK BOLT II OR RED HEAD THRU BOLTS. EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE 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 mils(0.30 mm)MIN. TOTAL THICKNESS IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. ALL WELDS PER FLORIDA BUILDING CODE. SPECIALTY ENGINEERING SERVICES&SOLUTIONS INC. HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. SPECIALTY ENGINEERING SERVICES&SOLUTIONS INC.SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE VERIFIED PRIOR TO CONSTRUCTION. SPECIALTY ENGINEER SERVICES&SOLUTIONS. SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ENGINEERING SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR et. al. INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL CASTS&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABA1CA710N,SYSTEM ERECTION &CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, &FEDERAL CODES&FORM DEVIATIONS OF THIS PLAN, EXCEPT AS EXPRE SLY PROVIDED IN HEREIN,NO CERTIFICATION OR AFFIRMATIONS ARE INTENDED. THIS SPECIFICATION SHEET GOOD ONLY AT THIS NAME AND ADDRESS VOID WITHOUT HURRICAN ++S..EAL R NAME K. � } t /NAMEL 0 1 a�' ; er t1oe ,gyp 'i DATE: ADDRESS, ��9„FI G�INd. 5141% +' r a . .�Zf CITYf TATEI ZIPI _g l�-4`J 7 - • _ HURRICANE BOAT LIFTS` B&B Enginegrirw,- ca �0 G) '� � u 3301 S.E. Stater Street a x _ 2237 Woods Edge Cincle Stuart, Flor dc, 34997 & a — Orlando, FL:3 2 17- e = (772)-781-2556 ;��dv: s Fax (772)-781-4854 •;'• /�.t• � �'(,�"ry\� HURRICANE BOAT LIFTS CATEGORY-5 VERTICAL LIFTS ENGINEERING SPECIFICATIONS s B a ) s Ill' 7 PILING SPACI110 DftU1.' RECOMMENDED 4 • 0 CAPADTY PIING S12ES 4.500 LB 8•To 10•DIA 7 rj DIRECT DRIVE 7,000 LB 8'To 10'dA POhg PmeUolbn 4 I4 OPTION 10,000LB 9'To 10•dA To Be 10'Into The 13.000 LB • 9•To to"dA Sand Bell—W 5' 16.000 LB ' 9'To 10-dA Into The Rod,Stmto 3 20,000 Le ' 10'To 12'LIIA 4 I 2 24,00o LB 10•To t2 ou 6 Pnee _ U.H.S. A Dar-m-OUT B CDaER-m-CENTER DIRECT DRIVE OPTION OUT-ATO-OUT �J B I tD�G� Top 2 Cradles Bank 4 8 9 Gfae 6 7 D.D. .s Litt Beam per lift Cable Cap. C s I Be.. ar She Post Bearings ySe er motor aalar Motor 2 Ea. 6'H x 4'W M.P. H.P. 4,500/ 2W x.23 x 132/O (4) 3/4EN P. (t MR. _ 150•Lg. 4.03 WL/Lin FL 5/16- 120/20A 240/10A SH E. 6'H x 4•W SST. S (2 Ea. 7,000/ .22 i y 1'y�/® 1 Part (5 Ea.) 1 H.P. 1 1/2 aHP. 150-L. 4.70 WLAIn FL %8'xN4• 120/20A I a. 8'H x 5'W PT SDLID IA 240 OA 240/IOA 6H x.17 x,35 wit. Wand Y Said (2�) (2 Ea.) 10,000/ 2.5 W y 150/O Carpeted ALUMINUM 3/4 H.P. Stainless Steel Piling Mount.Bracket 1S0 9L. 6.18 WL/Ln FL (4) 80fi1-T6 WINDER 120/20A 1 H.P. 6'-6 240 IOA 240/I0A Wilh 2-3/8'Bona Connecting The 7H xai7 . at 25 5/16- ALUM. (2 Ea.) Bracket To The Assembly. 13,000/ 2.76 W x 150/O / 2-3/8'x3'Stainless Steel Lag Bolts ISO* 7.02 WLAIn FL SST. 1210/10A Into The Side Of Piling a. f0'H x 6'W (2 Es.) 16,000 3.5 W f0 x.41(.25 'x10•x144' 2 Part (2 Ea.) pm maw AII, / x W x 1A 0 Wood 1 H.P. 1 1/2 H.P. 1 .3 8.64 WL/Lh FL aced a. f0'H y 6'W Canceled 240/tOA 240/I0A L2.—, j 75 W S x.41125 PT (4) (6 Es.) (2 Ea.) x.41 x1680Wood 1 1/2 HP. it.48.64 WL/LhFL Carpeted 5/I6- 10• .Soria3.5'CIA. 10•H x 6'W SOLID 240/IOA fiMx25y.30.6" Yx10•x192• SST, 6061-Tfi LUMINUM (2 Ea.) .741W y 192/O Wood ALU,L WINDER 1 1/2 H.P. x.4 L 10,28 VILAin Ft. Cvpetad 3 Port 240/10A THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED &ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE 7lh EDITION 2020 FLORIDA BUILDING CODE. NOTE: THIS LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND VAND LOADS ASSOCIATED W]TH WIND SPEEDS OF Vrt= 180 MPH, VAU = 139 MPH (3 SEC. GUST) EXPOSURE'0' 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 VMlt=90 MPH IN EXPOSURE'C OR 80 MPH IN EXPOSURE V. OWNER RESPONSIBLE TO REMOVE BOAT FROM LIFT DURING WINDSTORM EVENT IN EXCESS Valid AS CALATED BELOW, PER F13C 3105.5.3 STRUCTURES DESIGNED TO BE READILY REMOVED OR REPOSITIONED DURNING PERIODS OF HIGH VAND VELOCITY SHALL BE POSTED WTH A LEGIBLE AND READILY VISIBLE DECAL OR PAINTED INSTRUCTIONS TO BE THE OWNER OR TENANT TO REMOVE OR REPOSITION THE STRUCTURE OR PART THEREOF BURNING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE U.S. WEATHER BUREAU AS 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. Vosd MAY BE CALCULATED BY THE FOLLOWING FORMULA: Vasd - v0.6 •Vult. DESIGN OF BOAT VAND LOADING HAS BEEN PERFORMED WITH THE FOLLOWING RATIOS AS CONFIRMED BY OTHERS: B/sa3, 9/h = 0.75, FOR A Cf of 1.6 MAXIMUM WHERE H IS THE HEIGHT TO TOP OF BOAT, 8 IS HORIZONTAL DIMENSION, AND S IS VERTICAL DIMENSION. CERTIFICATION OF BOAT LIFT TO EXISTING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL CERTIFICATIONS ARE BY OTHERS; ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT ONLY. THIS DETAIL IS PREPARED AS A GENERAL NON-SITE SPECIFIC MASTER PLAN SHEET DETAIL. TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. WOOD PILES SHALL BE SEASONED WOOD WITH G=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 CONTRACTOR 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 ALL ANCHORS TO BE HILT] BRAND OR MFR EQUIVALENT. ALL BOLTS SHALL BE HOT DIPPED GALVANIZED, OR STAINLESS STEEL&MEET THE REQUIREMENTS OF ASTM A304 WITH 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 HILT[ KWIK BOLT II OR RED HEAD THRU BOLTS. EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE 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 mils(0.30 mm) MIN. TOTAL THICKNESS IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. ALL WELDS PER FLORIDA BUILDING CODE. SPECIALTY ENGINEERING SERVICES&SOLUTIONS INC. HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. SPECIALTY ENGINEERING SERVICES&SOLUTIONS INC. SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE VERIFIED PRIOR TO CONSTRUCTION. SPECIALTY ENGINEER SERVICES&SOLUTIONS. SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. ENGINEERING SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. I D NIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COSTS&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FAB I ill�� M ERECTION &CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE,&FEDERAL CODES&FORM DEVIATIONS OF THIS PLAN,EXCEPI�RA��EkPf7 s Pt�p(�OED IN HEREIN, NO CERTIFICATION OR AFFIRMATIONS ARE INTENDED. , �,. r f, THIS SPECIFICATION SHEET GOOD-ONLY AT THIS NAME AND ADDRESS e/ �, VOID WITHOUT H_URRIC E SEAL VER NAME ,`+, ,.� NAME, (� r scdr,;M/ er udez, �E [I�FE: ADDRESSI �`Z1PI `' Reg. Florid aa. 14k CITYL TATEI_ter. 3 UQ C _ a sl o. 1 L4 g r7p� N HURRICANE BOAT-LIFTS 3301 S,E, Sinter Street B&B Engineer(rt.T�, pF a Stuart, Florldo 34997 2237 Woods Edge'Gil'cle Orlando, FL 329 7 (772)-781-2556 -5-Fax (772)-781-4854 If Fax °•C�J`� - u PALMERA REcEjV ED CONSTRUCTION GROUP JUN 2 4 2021 Permitting Department St. LUCIP County JUNE 23, 2021 ATTACHED IS THE ADDITIONAL COPY OF THE SIGNED AND SEALED ENGINEERED DRAWINGS.