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STaWNaee Ster Pahg Mount[tractet aaa WLAM FL (�) a061-TES t2D 9w Z p�p� 24AA0'A With 2-3/Ir ScM Cwmecti,o Tin ..17 a e IC �� Aw4 (a la) (a EL) Bra"To The AeaemM} tADDO/ a1�w i Ali �i ^ I N.P. 1 1/2 H.R 2-3/trxr swkoe Slwl Lag RWte `lae t. LU WLAA%►L M. � � M DA (a�) 24o/1DA Into The S1ae GI Plong t0.�/ � a 1 x10'�144' 2 pwt ci (=I&) (I GO 1� a.41 .2e B I HP.-m 1 RIP. 1 1/2 Nl. x LIDOem WLAki FL �� 24o/10A H/A 240ACA lair I. 21WDDDr a>>j ri° � S1a0' (4) ata/1� aID s sn rtr. (a Fa) m R tk.Patae SAC- 10' Y toad 240/I0N �s.Sa 1 me, CdaY i, sm-10 H/A O Fs) 24,000/ 171�w ,`1 i A lm 1 1/2 ILP. t tua wt� uaroal+a 3 Part 240/10A THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED S ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE bth EDITION 2017 FLORIDA BUDDING COOL NOTE. HIS UF11NG STRUMRE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS A ,�, ATED WITH WINO SPEEDS OF%n- 180 MPH. V� - 139 MPH 3 SEC GUST) EXPOSURE V WITHOUT A BOAT ON THE LIFT PER ASC€7-10 USING ABOVE GROUND �SION METHOD, T1�LIFTING STRUCTURE INCLUDING BOAT HAS GIVA NED TO WITHSTAND WHO SPEEDS OF WI1w90 MPH IN 0 OSURE C. OR 80 MPH IN EXPOSURE '0. OWNER RESPONSIBLE TO REMOVE BOAT FROM LIFT DURINO WKNDSTORM EVENT IN EXCESS VaW AS CAL.ATED SMOW,PER FBC 31OL5.3 STRUCTUHE3 DESIGNED TO BE READILY REMOVED OR REPOSITIONED DURNING PERI00S OF HIGH WIND VEIOCITY SHALL BE POSTED WITH A LEGIBLE AND HEADILY VISIBLE DECAL OR PANTED INSTRUCTIONS TO BE THE OWNER OR TENANT TO REMOVE OR R82M ION THE STRUCTURE OR PART THEREOF DURNING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE U.S.WEATHER BUREAU AS BEING A HI URRICAHE WALLING OR ALERT. THE LIFT OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BY THE POUT NOLOETt NO WARRANTY EXPRESSED OR IMPLIED. IS R�TtS ASS CONFIRM0*314.ED BY O YTHf� B a s/h- 0.75. FOR AVOf at�1 MA>�UM WHERE H IS IM HEIGHT DESION m�111OwFF BOAT.LOADING SH ORIZZOONTAL DIMENSION.PERFORMED NO 5 IS VERTICAL DIMENSION. CERTIFICATION OF BOAT LIFT TD EXISTING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL CERTIFICATIONS ARE BY OTHERS. ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT ONLY. THIS DETAIL 15 PREPARED AS A GENERAL NDN-SITE SPECIFIC MASTER PLAN SHEET DETAIL TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. WOOD PILES SHALL BE SEASONED W000 WITH G-0.55 OR BETTER. SHOULD ANY SPECIFIC LOCATION DIFFER FROM THAT SPECIFIED HEREIN OR STANDARD FIELD 00NONIHON ADDITIONAL SPECIFIC MI ENGINEERING MAY BE REQUIRED AS DETERMINED BY THE BUILDING INSPECTOR D PERMITTING CONTRACTOR.iW SHALL BE TAKEN BY CONTRACT N AI L APPLICATIONS OF VMS DETAIL AS THIS 15 NOT A SITE SPECFIC DRAWING, IT IS THE RESPONSIBILITY OF OTHERS TO F]HSI.IRE THE INTEGRITY OF INSTALLATION TO THE HOST STRUCTURE MAMWW TEE 0001 TO ALUMINUM ALL WELDS ARE MIN. 1/4 FULL FILLET WELD USING 5550 FILLER ALLOY. ALL WELDING MUST CONFORM TO ALM STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND VERIFIED BYOTHERS.IHE CONTRACTOR IS RESPONSIBLE TO INSULATE AUAaNUY MEMBERS FROM DtS51MtLAR METALS TO PREVENT ELECTROLYSIS. FASTENALL ANCHORS TO BE HILTI BRAND OR MFR EQUIVALENT. ALL BOLTS SHALL BE HOT DIPPED GALVANIZED OR STAINLESS S M k MEET THE REQUFZJEHTS OF ASTM A304 WITH HARDENED WASHERS AND HEX NUTS WASHERS SHALL BE USED BElWIYE}?I WOOD A BOLT NEAD A BEIW�'EN WOOD &NUT.WHERE 41NERIC FASTENERS ARE LABELED N DETAILS, CAPACITIES SHALL BE EQUAL TO OR GREATER THAN HILTI xWIK BOLT 0 OR RED HEAD 7HRU BOLTS. EMBEDMENT DEPTHS SPECIFIED HERON ARE DEPTHS INTO SOLID SUBSTRATE AND DO NOT INCLUDE THICKNESS OF STUCCO OR OTHER FINISHES. ALUMINUM MEMBERS N OONTACT WITH CONCRETE AND WOW SHALL BE PROTECTED BY*KOPPERS BITUMINOUS PAINT- OR POLYETHYLENE TAPE UHMW (ULTRA HIGH MOLECULAR WEIGHT) 11.7 mAe(0.30 Hun)MIN. TOTAL THICKNESS IN ACCORDANCE WITH CURRENT FLORIDA BUILDNO CODE ALL WELDS PER FLORIDA BUILDING CODE SPECIALTY ENGINEERING SERVICES k SOLUTIONS INC HAS NOT V07M THIS- TE. INFORMATION CONTAINED HEREIN 15 BASED ON CONTRACTOR SUPPUEO 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 TYE 70 SALYEN N SERV HE VERIM IM& SSCLnMS HALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DLSCOVERY OF ANY NACCURA7E INFORMATION PRIOR TO MODIFICATION OF 04SMO RELD CONDITIONS ANO FABFWA710H AND INSTALLATION OF MATIMALS ENGINEERRINO SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR. eL d.INDEMN*lES x SAVES HARMLESS THIS ENGINEER FOR ALL COSTS do DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION SYSTEM ERECTION Al OCINSTRUGTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL. STATE, k FEDERAL CODES k FORM DEVIATIONS OF THIS PLAN, EXCEPT AS EXP�PROVIDED IN HEREIN, NO CERTIFICATION OR AFFIRMATIONS ARE INTENDED. THIS SPECIFICATION SHEET GOOD ONLY AT 7HIS NAME AND ADDRESS VOID WITHOUT HURRICANE SEAL Up NAYS NAMEI JEFFERY C. FRIANT P.E. DATA ADDRESSt Re% rwrWa Hm PEM0974 CITY STATEI 2IPt_ A �Noul.Trss�NorNa�N»Ata I �D HURRICANE BOAT LIFTS SwgtVtOtta 480LU'"ONS,LLC 3301 S.E. Slater Street 18540 128th TERRACE N. Stuart, FiorlCTa 34997 JUPITER, FL 33476 FIE (50H)412-EW (772)-781-2556 WKDom Fax (772)-7Bi-4854 � HURRICANE BOAT LIFTS CATEGORY-5 VERTICAL LIFTS ENGINEERING SPECIFICATIONS B 5 7 j6PLA t7 TE EA3 DIRECT DRIVE DIRECT DRIVE OPTION OPTION OPTION PLMISPACM 4 4 LIR A 1 1B>70�IQICm LB 1 12Y Ta 0'0!1 3 7,000 LB IW 14/r r is 10"DUt pmg Pia" tgeoo LB Iw tea• r T.1cr dA To Be to kite The 4 1 to 1eCr loot r Ta 1C pA 3otd Bd1ae or Ir to o00 ce lar tar r To ter M Into The Race Wets 7a.000 Ul tee 1BB' To tY CIA A 24.000 u tar l9r 1C To If Cb► B rN arT-TD-auT $ �tcl� A tw-to-= 8 Maup-ttl moo 2 3 4 5 B 7 Ind ML r n n 1� 11 0Uft* siOP 27mT �m Bonn � � soof � tlke Mdff am � t tata.t■1 Fno � Ss Bm, �tI an Hr. H.F. H.P. 1tP. 2 Ea rtl■rB (x r t.) CI 1a) t2 W C.r) 4AMO LEAS a :1�e (4) tm�upr�. i/zo/mi `4 Np. t Nr. tear Le. 403 71.M FL s/1r ad OA ati :. oA 240AOA ■a ur. I x Em 2 (2 LL) of it's AM s.]B 11 1 N.P. 1 H.P. t K- atmr �' ■144Ee I Part (s la) 120/!CA 1 120 1 1/2 rv. 4.70 wLAh FL 2•■rd44• oA attl OA a CA :WItOA 8ff t H.P. 9taHa�sw F71tq Moved Bradt■t 10. `s'lie LIB WL/Ut FL (4) am-m a ;a =p a 210/i0A * 2-3/B•Salta Can eallitB The :.17 �t"�B� n.w. is Ea) (a�) t BrsdA To The As wW)L 13xw t7j.W i tBd i 1 H.P. 1 1/2 KP. 2-3/B•■3•Btaatlaaa Slam Nov Batts " m tILNZ MOL#ff DUAL ,At!/It FL >MT � a40 yt 240ACA stlo The slda Of Pfttl 10.� ° :s.r i10'Yti4• 2 Part B 1tKF-w I� t!i H.P. "�Bire I& ftAm rL Corp"° 240AGA N/A 240ACk 17�* I tss'i xllfzl Br (4) to ee<) a�� t 2 N.P. ■.1 844 WL/Ue R O■P■1M GAB. 10 r Bdtr 240AGA ■.xa t ,pp=� xld't1BY MT. BOB1-70 N/A u La) 2 &7l�W :tB1'i AURL 1 1/1 H.P. :.1 sae wLAm m CeP'~d 2 Pen 240/10A THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE M EDITION 2017 FLORIDA BUIIX NG CODE. NOTE* THIS FRNG STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ATED WITH WIND SPEEDS OF Vitt 1B0 MPH. Vna■ 139 MPH (3 SEC GUST) EXIPOSURE'D' WITHOUT A BOAT ON THE LIFT PER ASC€7-10 USING ABOVE GROUND ;IGN METHOD.THE LIFTING STRUCTURE IHCWDING BOAT HAS KEN DESIGNED TO WITHSTAND WIND SPEEDS OF Vilt-00 MPH IN EXPOSURE C' OR BO MPH IN EXPOSURE 1). OWNER RESPONSIBLE TO REMOVE BOAT FROM UFT DURING WLNDSICIFN EVENT IN EXCESS Vmd AS CALATIED BELOW.PER FBC 31OL&3 STRUCTURES DESIGNED 10 BE READILY REMOVED OR REPOSITIONED MOURNING PERIODS OF HIGH WIND VELOCITY SHALL BE POSTED WITH A LEGIBLE AND READLY 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 7W U.S.WEATHER BUREAU AS BEING A HURRICANE WARNING OR ALERT.THE UFT OWNER SHALL BE NOTi!M OF THESE CONDITIONS BY ME PERMIT HOLDER. NO WARRANTY EXPRESSED OR IMPO' l5 CONTAINED -1EREIN. Vaatd MAY BE CAL�t1EATED BY THE FGLLOVAN4 FORMULA: VOW. v,&B • VWL DESIGN OF 9OAT WIND LOADING HAS BE]IN PERFOFi11FA WITH 711E Is RATIOS AS GQNFIRi4m BY O7LIERS B/P3, s/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 E)OSTING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL CERTIFICATIONS ARE BY OTHERS; ENCINEM SEAL CERTIFIES ASSEMBLY OF UFT ONLY. THIS DETAIL 15 PREPARED AS A GENERAL NON-SITE SPECIFIC MASTER PLAN SHEET DETAIL. TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. WOOD PROS SHALL BE SEASONED WOOD WITH Gr0.55 OR BEr1EA. SHOULD ANY SPEOFIC LOCATION DIFFER FROM THAT SPECIFIED HERON OR STANDARD FIELD CONDITIONS.ADDITIONAL SPECIFIC BUI6 ENGINEERING MAY BE REAMED AS DETERMINED BY THE DING INSPECTOR AND PERMITTING CONTRACTOR CARE`SHALL BE TAXI N BY CONTRACTOR IN ALL APPUCATIONS OF THIS DETAIL AS TINS 15 NOT A SITE SPECIFIC ORAWIN% IT IS THE RESPONSIBL17Y OF OTHERS 70 ENSURE THE INTEGRITY OF INSTALLATION TO THE HOST STRUCTURE. ALUMINUM MATERIAL 6061 TD ALUMINUM ALL WELDS ARE MIN 1f4 FILL FILLET WAND USING SM FILLER ALLOY. ALL W8JANG MUST CONFORM TO AISC STEEL CONSTRUCTION MANUAL 131H ED AS INSPECTED AND FVV QED B OTHERS.IHE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS. ERS ALL ANCHORS 70 BE HILTI BRAND OR MFR EQUIVALENT. ALL BOLTS SHALL BE NOT DIPPED GALVANIZED OR STAINLESS STEEL do MEET THE REpU1REJENTS OF ASIM A304 MATH CCAAPPAACITIEES SHALL ED WASHERS EQUATO0OR■REATEERR THAN Hi�TI RWWIK SOLLTSED T0OR�HEADLITHRUBBOLTS. EMBEDMENT DEP WOOD &THS SPECM HUM A�DEPPTH INTo ARE�SUBSTR IN ATE AND DO NOT INCLUDE THICKNESS OF STUCCO OR OTHER FINISHES W�E3GHl)M11 7Emis (0.JD�UK TACT OTAL L THICKNESS ACCORDANM WITH CONGIM AND WOOD SHALL BE DTECTED 6FI.ORIDDA BBUUILDINGwCODE.ALL WELDS PAINr OR ER POLYETHYLENEA GULDINGHMOW CODE. HIGH MOLECULAR SPECIALTY TY ENGINEERING �VI�k SOLUTIONS WG SHALL ONOT BE HELD RESPONSIBLE SITED TM FOR INFORMATION WAY FNED�ORNERROBN�FOR INACCURATE DATA OR DATAED DMA REMENTS SPECIALTY EENgWORK SHALL N�SERVICES SOLUTIONS.� SHAALL.L BE NOTIFIED AND OVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MOEXFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS ENGINEERING SEAL AFRXED HERETO VAUDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY at, al. JFN INOEFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COSTS &DAMAGES DN{LUDINO LEGAL FEES& APPELLATE FEES RESULTING FROM MATERIAL.CFABABRICATION SYSTEM ER£CTIOII!t CONSTRCDON PRACTICES BEYOND THAT WINCH IS CALLED FOR BY LOCAL,STATE, k FEDERAL CODES do FORM DEVIATIONS OF THIS PLAN. EXCEPT AS EXP!}E.SSLY PROVIDED IN HERE114. NO CERTIFICATION OR AFFIRMATIONS ARE INTENDED. THIS SPECi1CATION SHEET GOOD ONLY AT THIS NAME AND ADDRESS VOID WITHOUT HUFFdCANE SEAL NAME NAME1 JEFFERY C. FRIANT P DATE ADDRESS- Rap.FIartda No. 4 CIT t STATE- ZIP. PROMLTV�leal11aamma ! (© Z� HURRICANE Hl3AT LIFTS Ett,rLoaa 4SOLUTLON41,L UC 3301 S.E. Slater Street 1e54o 12eth TERRACE N. Stuart, Ftorlda 34997 ,AJPit (56 3347e PIT; (5E1)412-87B7 (772)-781-2556 WOW.SESS-w- Fax <778)-781-4854 ti „ O01"