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HURRICANE BOAT L1r 1 J- CATEGORY 3 ELEVATOR LIFTS
CATEGORY , SMALL CRAFT LIFTS
Z2A 3,4' 1HRU BOLT
PILINtr Mee11R
MOUNT BRACKET DETAIL
;3 4 5
b1DE vetw OF
%21 3/4* THRU BOLT
DOCK MOUNT
(Z) 3/4" S.S.
WEDGE AHC310R5
SEAWALL MOUNT
MOUNT BRACKET DECAL
7 8 Is 10 11
THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED & ALL an„- at 91 nwv.w... _ STRECTURAL PROVISIONS OF THE 8th EDITION 2017 FLORIDA BUILDING CODE.
NOTE: -
THIS LIFTING STRUCTURE HAS BEEN DESIGNED ,u =7i,= _ -gm ea.,..3 _ -1H -NO SPEEDS OF V., v 180 MPH. Y + 139 MPH 13 SEC. GUS i) EXPOSURE 'D•
WITHOUT A BOAT ON THE LIFT PER ^"F -.O 09Av .Loo _ ataa,.,.-a,./W.�.� METHOD. THE LIFTING STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED TO WITHSTAND HIND
SPEEDS OF WUM90 MPH IN El=J:[ c an w MRI IA C�eoaRE b'.
uMlIR r ammo= .- RWWC Belt. PREM Err -RING WINDSTORM EVENT IN EXCESS V_sd AS CAL.ATED BELOW, PER FEIC 31OL&3 57RUc u-RL3 01!3 , .w BK_
Rel�l�
NInti rm am RRe_s� M m e Imm.-m rMoOS OF HIGH WIND VELOCITY SHALL BE POSTED WITH A LEGIBLE AND READRY VISIBLE DECAL on P.,,n.� 1.-.—o�..,..�ee -e
.mm ort .a.. ... REMOVE OR REPOSITION THE STRUCTURE OR PART THEREOF QURNING SUCH PERIODS OF TIME AS ARE vc.�.w.n -- vT ...� 0.= ........,E1 EEM!; -M .�.
eERv .. AERRIe...e -._..,IRE OR ALERT. THE UFT OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BY THE FERMI, NO R ............. OR .PLIED. I5
aar......M AEREIR. -o:e MAY BEC TED BY THE FOLLOWING FORMULA: Vasd Y-0.6 • VUIL DESIGN ar Ea... RRw ea -M R.... ORII_P19WORMED -1H THE FOLLOWIING
R --..cm - eenFI RMED BY OTHERS: 81--3. :/11 v 0.75, FOR A Of -f 1.8 MAXIMUM WHERE H 15 THE RMwT 7 Tv K or Bo.... 0 13 AemL :..� DIMENSION. AND S 15 VERTICAL
911111911910m.
CERTIFICATION OF BOAT UFT TOEXIa .RO „,�..o �Rt ...e .� eRe. OR MECHANICAL CERTIFICATIONS ARE BY OTHERS: ENGINEER SEAL CERTIFIES ASSEMBLY OF UFT
ONLY.
THIS DETAIL 1S PREPARED AS A GENERAL NON -MZ WMRw Peel =— DET..... TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. WOOD PILES SHALL BE
SEASONED WOOD WITH G+0.55 OR BETTER. 91000 .,.- -=.v eee...,... BIFTER FROM THAT SPECIFIED HEREIN OR STANDARD FIELD CONDITIONS. ADDITIONAL SPECIFIC
ENGINEERING MAY BE REQUIRED - 0e'117e18R0 eT E ziwFia :R= ebT01R D PERMITTING CONTRACTOR. CARE= SHALLL, BE TAKEN BY CONTRACTOR IN ALL APPLICA.,ON-s ar
THIS DETAIL AS THIS 15 Av, ., 37- -ORO VR.,-Rv. I. I, ..- ReSPONSIBIUTY OF OTHERS TO ENSURE THE INTEGRITY OF INSTALLATION TO THE HOST STRUa..,RE.
ALUMINUM
MATERIAL: 8091 TO ALUMINUM
ALL WELDS ARE MIN. T4' FBI= .— .,�a.,.
eo _= ROM —7. ALL WELDING MUST CONFORM TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED -0
VERIFIED BY OTHERS.TF% c.,,.R..... � 13 Reom 1.7.,000 - --TE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS.
FASTENERS
ALL ANCHORS TO BE HILTT BRAND OR IIFR EQLR7-7.- EOc- MM Ae. SIPPED OALVANIZED- OR STAINLESS STEEL 8 MEET THE REQUIREMENTS OF ASTM A304 WITH
HARDENED
APACITIES SHALL BE EQUAL TO oERS AND HEX n ...N - ,. A °G RmR Qee. 11 ae RED READ THRU BOLTS EMBEDMENT SPECIFIED HEREIN GENERIC ARE DEPTH INNTO SCUD SUBARE LABELED IN TS TAILS
AND DO NOT INCLUDE ..v.,.,. Or
ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND _ SM- R PRO 0 r 07 'ROPPERS BITUMINOUS PAINT' OR POLYETHYLENE TAPE UHMW (ULTRA HIGH MOLECULAR
WEICHIU 11.7 mils 50.30 mm) MIN. TOTAL THICKNESS IN ..scam. cc . R111117 1910110- ENJU.MNG CODE. ALL WELDS PER FLORIDA BUILDING CODE
SPECIALTY ENGINEERING SERVICES 8: SOLUTIONS INC. HAS NOT Ns. - R:0 -37-- 1.;',FmM, on WN -..RBE AEREI: IS BASS ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS.
SPECIALTY DONEERINO SERVICES k SOLUTIONS INC. SHALL Aa. BE REM ,mramI m en E....._ IN FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS
WORK SHALL BE VERIFIED PRIOR TO CONSTRUCTION.
SPECIALTY ENGINEER SERVICES h SOLUTION& SHr... 8e AaTdlm .,..e m-a•PE11 -nITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION
PRIOR TO MODIFICATION OF EXISTING FIELD CONDI .ana ,...0 P,o, et,..On ffin ...T10N OF MATERIALS.
ENGINEERING SEAL AFFIXED HERETO VALIDATES STRUCTURAL Oman Mo- a.l!-. or -15 ECIFIe-71ON BY CONTRACTOR L alINDEMNIFIES k SAVES
HARMLESS THIS ENGINEER FOR ALL. COSTS h DAMAGES 91cm01Ra MSw_ i cn _ .. FEES RESULTING FRESULTING FROM MATERIAL FABWA 6 '.5171 ERECTION k CONSTRUCTION
PRACTICES BEYOND THAT WHICH IS CALLED FOR eT COCAL. 37„M - INSM11 .. cam= a FORM DEVI_71ONS OF THIS PLAN. EXCEPT \, EXPRESSLY PROVIDED IN HEREIN, NO
COTIFICATION OR AFFIRMATIONS ARE INTENDED.
. C �eIRaI SHEET GOOD ONLY AT THIS NAME AND ADDRW
VOID WITHOUT KdR16CANE SEAL OVER NAME
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THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED & ALL an„- at 91 nwv.w... _ STRECTURAL PROVISIONS OF THE 8th EDITION 2017 FLORIDA BUILDING CODE.
NOTE: -
THIS LIFTING STRUCTURE HAS BEEN DESIGNED ,u =7i,= _ -gm ea.,..3 _ -1H -NO SPEEDS OF V., v 180 MPH. Y + 139 MPH 13 SEC. GUS i) EXPOSURE 'D•
WITHOUT A BOAT ON THE LIFT PER ^"F -.O 09Av .Loo _ ataa,.,.-a,./W.�.� METHOD. THE LIFTING STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED TO WITHSTAND HIND
SPEEDS OF WUM90 MPH IN El=J:[ c an w MRI IA C�eoaRE b'.
uMlIR r ammo= .- RWWC Belt. PREM Err -RING WINDSTORM EVENT IN EXCESS V_sd AS CAL.ATED BELOW, PER FEIC 31OL&3 57RUc u-RL3 01!3 , .w BK_
Rel�l�
NInti rm am RRe_s� M m e Imm.-m rMoOS OF HIGH WIND VELOCITY SHALL BE POSTED WITH A LEGIBLE AND READRY VISIBLE DECAL on P.,,n.� 1.-.—o�..,..�ee -e
.mm ort .a.. ... REMOVE OR REPOSITION THE STRUCTURE OR PART THEREOF QURNING SUCH PERIODS OF TIME AS ARE vc.�.w.n -- vT ...� 0.= ........,E1 EEM!; -M .�.
eERv .. AERRIe...e -._..,IRE OR ALERT. THE UFT OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BY THE FERMI, NO R ............. OR .PLIED. I5
aar......M AEREIR. -o:e MAY BEC TED BY THE FOLLOWING FORMULA: Vasd Y-0.6 • VUIL DESIGN ar Ea... RRw ea -M R.... ORII_P19WORMED -1H THE FOLLOWIING
R --..cm - eenFI RMED BY OTHERS: 81--3. :/11 v 0.75, FOR A Of -f 1.8 MAXIMUM WHERE H 15 THE RMwT 7 Tv K or Bo.... 0 13 AemL :..� DIMENSION. AND S 15 VERTICAL
911111911910m.
CERTIFICATION OF BOAT UFT TOEXIa .RO „,�..o �Rt ...e .� eRe. OR MECHANICAL CERTIFICATIONS ARE BY OTHERS: ENGINEER SEAL CERTIFIES ASSEMBLY OF UFT
ONLY.
THIS DETAIL 1S PREPARED AS A GENERAL NON -MZ WMRw Peel =— DET..... TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE DESIGN. WOOD PILES SHALL BE
SEASONED WOOD WITH G+0.55 OR BETTER. 91000 .,.- -=.v eee...,... BIFTER FROM THAT SPECIFIED HEREIN OR STANDARD FIELD CONDITIONS. ADDITIONAL SPECIFIC
ENGINEERING MAY BE REQUIRED - 0e'117e18R0 eT E ziwFia :R= ebT01R D PERMITTING CONTRACTOR. CARE= SHALLL, BE TAKEN BY CONTRACTOR IN ALL APPLICA.,ON-s ar
THIS DETAIL AS THIS 15 Av, ., 37- -ORO VR.,-Rv. I. I, ..- ReSPONSIBIUTY OF OTHERS TO ENSURE THE INTEGRITY OF INSTALLATION TO THE HOST STRUa..,RE.
ALUMINUM
MATERIAL: 8091 TO ALUMINUM
ALL WELDS ARE MIN. T4' FBI= .— .,�a.,.
eo _= ROM —7. ALL WELDING MUST CONFORM TO AISC STEEL CONSTRUCTION MANUAL 13TH ED AS INSPECTED -0
VERIFIED BY OTHERS.TF% c.,,.R..... � 13 Reom 1.7.,000 - --TE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS.
FASTENERS
ALL ANCHORS TO BE HILTT BRAND OR IIFR EQLR7-7.- EOc- MM Ae. SIPPED OALVANIZED- OR STAINLESS STEEL 8 MEET THE REQUIREMENTS OF ASTM A304 WITH
HARDENED
APACITIES SHALL BE EQUAL TO oERS AND HEX n ...N - ,. A °G RmR Qee. 11 ae RED READ THRU BOLTS EMBEDMENT SPECIFIED HEREIN GENERIC ARE DEPTH INNTO SCUD SUBARE LABELED IN TS TAILS
AND DO NOT INCLUDE ..v.,.,. Or
ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND _ SM- R PRO 0 r 07 'ROPPERS BITUMINOUS PAINT' OR POLYETHYLENE TAPE UHMW (ULTRA HIGH MOLECULAR
WEICHIU 11.7 mils 50.30 mm) MIN. TOTAL THICKNESS IN ..scam. cc . R111117 1910110- ENJU.MNG CODE. ALL WELDS PER FLORIDA BUILDING CODE
SPECIALTY ENGINEERING SERVICES 8: SOLUTIONS INC. HAS NOT Ns. - R:0 -37-- 1.;',FmM, on WN -..RBE AEREI: IS BASS ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS.
SPECIALTY DONEERINO SERVICES k SOLUTIONS INC. SHALL Aa. BE REM ,mramI m en E....._ IN FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS
WORK SHALL BE VERIFIED PRIOR TO CONSTRUCTION.
SPECIALTY ENGINEER SERVICES h SOLUTION& SHr... 8e AaTdlm .,..e m-a•PE11 -nITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION
PRIOR TO MODIFICATION OF EXISTING FIELD CONDI .ana ,...0 P,o, et,..On ffin ...T10N OF MATERIALS.
ENGINEERING SEAL AFFIXED HERETO VALIDATES STRUCTURAL Oman Mo- a.l!-. or -15 ECIFIe-71ON BY CONTRACTOR L alINDEMNIFIES k SAVES
HARMLESS THIS ENGINEER FOR ALL. COSTS h DAMAGES 91cm01Ra MSw_ i cn _ .. FEES RESULTING FRESULTING FROM MATERIAL FABWA 6 '.5171 ERECTION k CONSTRUCTION
PRACTICES BEYOND THAT WHICH IS CALLED FOR eT COCAL. 37„M - INSM11 .. cam= a FORM DEVI_71ONS OF THIS PLAN. EXCEPT \, EXPRESSLY PROVIDED IN HEREIN, NO
COTIFICATION OR AFFIRMATIONS ARE INTENDED.
. C �eIRaI SHEET GOOD ONLY AT THIS NAME AND ADDRW
VOID WITHOUT KdR16CANE SEAL OVER NAME
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3301 S.E. Slater Street
Stuart. Flarlda 34897
(772)-781-2556
Pit 2-6287
FvC (772)-781-4654
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RENT.—c., vn RI?u51 ,ONED CURRING PERIODS OF HIGH WIND VELOCITY SHALL BE POSTED WITH A LEGIBLE AND READILY VISIBLE DEC- eR P._- :R-,,,ee..en3 a Be -G
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BEI.,� PIBRRIE....! ,...RRIRa 0n .,,,...,, ..,e e• r v;;7 -,ER s — HE NuT.Mm or ,ncx ,.mOl„DNS Br THE PERMIT HOLDER. NO WARRANTY, EXPRESSED OR IMPLIED, IS
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RATIOS AS GONMRME,p BY OTHERS: B/:-3, c/h - 0.75, FOR ..C-. o: ; e N.. -11!„N .. �S!! R I-'-1! Relam, ,,, °,: or Bo..,, a 13 MCWIZ MT_ OINEMI ,.M, w,0 S 15 VERTIC.L
QNENSION.
CERTIFICATION OF BOAT LIFT TO EXISTING STRUCTURE AND ALL ELECTRICAL OR NECH_MlC_ CERTIPIam-_R= ..,- E'a-,�,3; ERa:LeR .-..e rzn7.PIE3 w_uci:T ar or.
-127.
7,-,15 uff-r IS FpSPARED AS A GENERAL NON -SITE SPECIFIC MASTER PLAN SHEET DETAIL TYPICAL FIELD CONDITIONS ARE ASSUMED IN THE BE-:. FIR3 -.,tee Be
7—'-77 , v-v.,r3 v.,Br=, _. SRvvm -7 SPECIFIC LOC -TION OFFER FROM THAT SPECIFIED HEREIN OR STANDARD FIELD CONDITIONS, ADOITiON.,! SPEaP1_
ENUREERIRe N.,: ee Reeelllm - Be,CFFIMIRED e- -s MIEMMG lmFrft an nn0 PER1!_„n6 cal,np,TnZ c_n SHALL BE TAKEN BY CONTRACTOR IN ALL APPUCATONS OF
THIS DETAIL AS THIS HS NOT A SITE SPEe On -=w, 17 L; 7.1!RISPoR=BIL.1., 1•F v.•°eR3 w IRZORe -E I117_, it ar IRSrnLLnnON TO THE HOST STRUCTURE.
ALUMINUM
TERiAL: 1081 TO ALUMINUM
.,.,.S c Iain. ,” r= r,LLET WELD USING 5556 FILLER ALLOY. ALL WEWEE
;NG MUST CONFORM TO AISC STEEL CONSTReCTON
—Pmt e' nne-elc.l![c can..,,,e.vR 13 Rey%IMI M 7a IM3UrA,._—11MnaN OCUSERS r 0111 DISSIMILAR METALS TO PREVENT ELECTROLYSIS,;--
FASTENERS
ALL ANCHORS TO BE HIITI BRANDen NPR levF4.. ,_,. Btm7'3 .7'.,,m ve Rv7 BIP_eo on�:.v.l,�,. 37-RLESS STEEL & MEET THE REOUIRDJENTS OF ASTM A304 WITH
HARDENED WASHERS AND HEX NUTS. WASHERS SHALL BE 5SED DETIEEN REED ..ae, Me- a eeTNEI!R RO,. 7MEME . ERI, rASTENERS ARE LABELED IN DETAILS,
nrnCIZES SHALL BE EOUAL TO OR GREATER THAN HILTI KWAK BOLT I OR RED -E., THRU Ie! - !■claim. IGF,,.= =;:epee REReIn .,RE 017753 In.O SOLID SUBSTRATE
..., as n07 INCLUDE THICKNESS Or STUCCO OR OTHER FINISHES.
4IMUw MI!MurR3 m cans. ;pin CONCRETE AND WOOD SHALL BE PROTECTED BY'KOPPERS BITUMINOUS PAINT' OR POLYETHYLENE - P! e.,l- (ee Rion M=cve.v,
�anT) ;%7 mi. (mm7 NIR. 7v7.E ,nICRRz55 In nCCORDARCE WITH CURRENT FLORIDA BUILDING CODE. ALL WELDS PER FLORIDA BIi:DIwG CODE.
t4tc...RRIRe =KTair.' a 300070 3 ,Rc: MS M.a, ViSlicD 15 JOBSITE, INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPNED C..-., B N!..__R!MCM a.
SPECIALTY ENGI..EERUG SER: se- -vee,.en7 INC...R.,r.� no_, se R® RMFunzNLE an LIABLE ,R ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS.
WORK SHALL BE VERIFIED PRIOR TO CONSTRoe-am.
SPECIALTY ENGINEER SERMCES de SOLUTIONS. SHALL BE NOTIFIED 0 wVEN ..na•Pen �nl;- - Re! -..fir. , ten —R OPUM 013COmERi ar r.,T F-CCURATE INrORMANON
PRI -is NODIPIC.TION OF EXISTING FIELD CONDITIONS AND FABRICATION AND HNSTA-Ai64 OF III.,TERI„!'.!
!MomEM-nu Sens nFlMXED RERETO VALIDATES STRUCTURAL DES r,% AS SHOWN ONLY USE OF TH:S SPECIFLC.,Tvnae, .1..1. IReelR:PIe3 3p�9
R^.�M;3 X19 EMUIME R FoR ..vs - a O—GES WCLUDINu LEGAL FEES h APPELLATE FEES RESULTING FROM MATER:.,. FASRIo,-len. N eNee, a, ams, mac; r.v
PR..e,.elD az:=9 im v..r.w PvR e7 DFC.L, 37.72, .e rCDERnt CODES Ji FORM DEVIATIONS OF THIS PLAN, EXCEPT AS EXPRESSLY PRO -E0 IN R!REIR.
CERTIFICATION OR AFFIRMATIONS ARE INTENele. o
'Ilia aFECIRCA1101i ZMECT Wmig UNET Al iRls NAME AND ADDRESS
.01E ..101OUT R -m XAN SCM—OVER NAME
NAME-. L
ADDRESS: MTPTlY C.: nlm
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E
Rep. FlorWc N_TomSrA1c: ZIP• bpEOIALTYENOINBBWINO pAr
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3301 SE 5 -ter LreOt
7721 T! (X) 12-5284
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Electrical Load Calculaidmis
Mccirical Contractor: Law's Elowim.l baRxe Inc
Phonc 0: r rz 310 ZIjar Fax #1!:
Rector res LOW. -n: 235 ne«les blvd
r_;;isdng service reetler size: 210 existing ravel Size: 200 amp 40 space
Main Breaker Stze_ 200 army Number of Breakers:
Existing Locus
1800
may. it. % .3 watts per sq. n ..........................
5400
watts
3
appliance cir. ®1500 watu each ....................
�5
wars
I
Laundry cir. U 1500 wa<<s each........ ............
I�w
.oats
teaav is x=. .................................................8000
watts
1
vWnwo. ner ana uispoeui g 1.7'uv watts Cacti ......
3000
uutts
Microwave Q 2000 watt ............................ ..'daal)
watts
Writer nuater %? 4.3 KW ..............................
4500
- acts
Ia—.Kla , mate, ISO..[z-................................
Watts
1
5000
wryer ta; ;) Kww .............................. . _........
wets
Refrigerator U 1500 watts ........................
Ibuo
�at�
IUM. _or" 1 tS I 3 —tts ..........................1500
watts
3prinxier rump ......................................
wa"s
Other ... ,. , .1111.
its
OIfte.- ..........1111
watts
Otner .............
«ztIts Sub total 3°w' Nvatts
1:ew Loads
_. ranl pump ............................................... _.__*-atts
PooliIgnt............................................... wads
Hcaipump ............................................. Wills
:+Att
^ir ofower................................ _......... watts
Boaklift.................................................. waits
I atam-Mat lin zz;Uv i oUuw eta 3000 watts
1 'vtnerPwc lift 240y 1500w 1500 wfltta
Other ............ —Its
A oLUr 41400 Wats
1 rirst i Q KweVe 1U7/m............................................. 10000 watts
1 Remainder L 40%......... .................,................ 1 za'n0 mitts
AtC n.t U 100°x4 ...................... ........ 1..11,.1., ....... ... 10000 watts
1:0181 warm 325$0 olvlded by 240 volts =Iowa A...,,�
Prepared by: john Law Date: I II I I 1
T_%1d1b1dg_rurmi;Wew Applicaliom\FormskE1=tn®1 Izad Calculatimu.doc 1014,2007