HomeMy WebLinkAboutEngineeringHURRICANE BOAT LI r-yurD FOR
CATEGORY-5 VERTICAL LIFTS ENGINEERI.ItI(F-§jE
Ta wCIE COUNTY
•A
OUT -TO -OUT
Stainless Steel P61ng Mount Bracket
With 2-3/9" Bolts Connecting The
Bracket To The Assembly.
2-3/8'xr Stainless Steel Log Bolts
Into The Side Of Piling
PIE MOM DTAIL
� C
ACM
Lift PRE01MMEMMENDED
® CAPACITY A G S12ES
4.500 LB 150' o 10' DIA
DIRECT DRIVE 7.000 LB 150' o 10- CIA Piling Penetration
RECEIV�DN la000 LB 150 o 10' aA To Be +G Into The
13,000 LB 150'o 10- CIA Send Bottam Or 5'
16.000 LB 156' o 10' DIA into The ROW Strata
JUN 0 4 2021 �'°°° o 12' DIA
Racammend
24,000 LB 192- leY 10' To 12- DIA 6 Plles
9 A CUT -TO -BUT B CENTm-m-caim
U.H.S.
St, Lucie County DIRECT DRIVE
Permi"Inq OPTION
Lift
Top
Beam
2 Crodles
per lift
Bunk
Cable
Gulda
8earinge
W51ndar
D.D.
U.H.S.
Cop.
CJSim
I -St.
ISM)
Slie
.I9ht
Motor
H.P.
Motor
m.p.
4' d
4M xa15
6N19 ll
132/0
(4)
(2 Ea)
3/4 H.P.
(2 Ea.)
2W x .23
150' Lg.
x
4.03 WL/Un FL
5/16
SST.
S
120/2CA
1 M.P.
240/I0A
a
BIT8'H
x rW
(1
(2 Ea.)
7,000/
x W5
x 144`O
1 Port
(5 Ea)
N.P.
120/20A
1 1 HP.
�
15.2 L .
4.70 Wt" FL
2'z8'v144'
PT
Wood
2' Solid
776' CIA
SDLID
240 OA
240/10A
6H x .17
8'N x 5'W
v .35 yT
(2 Es.)
(2 Ea.)
10,000+
25 W
x
x 150%O
Carpeted
LUN[NUH
3/4 H.P.
I N.P.
.2e
150' L.
8.18 WI.Nn Ft.
(4)
5/18
6'-6.
8081-T6
ALUM.
WINDER
120/20A
240 10
240/f0A
13,000i
a
74
275 W7
B'H x 5'W
x .411.15
(2 Ea.)
v .19
150'
v 150 O
7.02 WL/Lio FL
SST.
Z Part
(2 Ea.)
1 1/2 H.P.
Zb/IOA
o•
7H v .210
10'H x 6'W
x .{I 1.5
'x10'z144'
(2 Ea.)
16.0000
.5 WJ00
x 168/O
WPaoTd
1 N.P.
1 1/1 N.P.
lw
&84 WL/Lin FL
Bled
240/IOA
1b/IOA
a•
8H x .25
14) x 6'W
■ .{t .25
roo"168'
PT
(4)
(2 Eo.)
10,000'
3.75 W
x 188� O
8.64 WL/Iln FL
5/I6'
10'
DIA•
1 1/2 HP.
168'iL
Carpeted
SST
E2.11)ld
SM
SDLID
LUNINUK
2b/f0A
?25
Ol1 x 6'W
v .5%28
3'x10'.192'
(2 Ea.)
24,000/
3.75 W
41
192 O
PTx
d
WINDER
1 1/2 H.P.
192-
10.28 WL/Lln FL
Carpeted
3 Part
240/10A
WORK SPECIFIED HEREIN HAS BEEN DESIGNED & ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE 7th EDITION 2020 FLORIDA BUILDING CODE.
TING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH WIND SPEEDS OF V,n= 180 MPH, VAsb 139 MPH (3 SEC. GUST) EXPOSURE VA 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
OF VI11t=90 MPH IN EXPOSURE 'C' OR 80 MPH IN EXPOSURE V.
FBC 3105.5.3 STRUCTURES DESIGNED TO BE READILY
VISIBLE DECAL OR PAINTED INSTRUCTIONS TO BE THE
I ARE DESIGNATED BY THE U.S. WEATHER BUREAU AS
).DER. NO WARRANTY, EXPRESSED OR IMPLIED, IS
ND LOADING HAS BEEN PERFORMED WITH THE FOLLOWING
F BOAT, B IS HORIZONTAL DIMENSION, AND S IS VERTICAL
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 DRAVRIG, 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 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 m6s (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 MEASUREMEN'
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, at. GI. INDEMNIFIES & SAVES
HARMLESS THIS ENGINEER FOR ALL COSTS & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYS M ERECTION & CONSTRUCTION
PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL., STATE, & FEDERAL CODES & FORM DEVIATIONS OF THIS PLAN, EXCEPT AS EXPRESS PROVIDED IN HEREIN, NO
CERTIFICATION OR AFFIRMATIONS ARE INjENOED. '' e`!11
THIS SPECIFICATION SHEET GO�'1.0 ONLY. /.T THIS NAME AND ADDRESS
V ID 'OUT HURR'C"' SEAL' KR NAME
NAMEI qj
v / -1 ADDRESSI .9, �, {o�.�ATEL�� L(
CITYI kvkr STATE- W- a 'ZIP1 `
HURRICANE BOAT LIFTS L B&B Engineerutg ," N0'5�141 a, `
3301 S.E. Slater Street _
Stuart, Florida 34997 2237 Woods L 3dR ircica e
Orlando, FL 32� o e
(772)-781-2556 STA,
Fax (772)-781-4854-0
JI.I+V) `
lg1109110,
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111 RRICANE BOAT LIFTS o2-EE
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THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED'& ALL WORK SHALL BE IN ACCORDANCE WTH STRUCTURAL,PROIASIO'S OF THE 71h EDtTQN 1020,FLOtiIDA BUILDING CODE
NOTE:- .. .. ..
THIS UFTING STRUCTURE HAS BEEN DESIGNED TO: VATHSTAND RIND LOADS'ASSOdATED .MIIH RIND SPEEDS OF. Vw-.IDD MPH, V.y •. 130 1apN (J SEC. IRlsl)" EXPOSURE b'
WITHOUT A BOAT ON THE UFT-PER ASCE 7-10 USING ABOVEGROUND FA/WALL METHOD, THE -LIFTING STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED TO EXPOSURE
V 0' ..
SPEEDS OF Olt-o0 MPH IN EXPOSURE 'C' OR BD MPH IN EXPOSURE 'D,
OWNER RESPONSBLE To REMOW.BOAT FROM LIFT DURING WINDSTORM EVENT IN EXCESS Void AS. CALATED BELOW, PER FBC 310&&3 STRUCTURES DESIGNED TO SE'READILY'. ...
REMOVID OR REPOSITIONED -BURNING PERIODS OF HIGH VANO VELOCITY SHALL BE POSTED WITH. A LEGIBIE: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 UFT OWNER SHALL BE NOTIFIED of THESE cowmONS BY THE PERMIT HOLDER, NO WARRANTY, EXPRESSED OR IMPLIED, 1S
CONTAINED HEREIN. Void MAY BE CALCULATED BY THE FOLLOWNG FORMULA: Vasd :- v-0.6 - Wt. DESIGN OF BOAT WHO LOADING HAS BEEN PERFORMED WTH THE FOLLOWING � -
RATIOS AS CONFIRMED BY OTHERS: B/s■3.. ■/II 0.75. FOR A Cf of 1.6: MAXIMUM, WHERE H IS THE HEIGNT TO. TOP .O- BOAT, B IS HORIZONTAL DIMENSION, AHD S IS VERTICAL:
DIMENSION, .
CERTIFICATION OF BOAT LIFT To EXISTING STRUCTURE AND ALL. ELECTRICAL OR UECHAIIICAL:MTIFICATIOIS ARE BY OTHERS, ENGINEER SEAL CERTIFIES ASSEMBLY OF'GF.T
ONLY, ... .
7195 DETAIL IS PREPARED AS.AI GENERAL NON -SITE SPECIRC MASTER PLAN SHEET DETAXL'TYPICAL F1ELD:CONDITONS ARE ASSUMED W THE'DL-SGN.,Wow PILES MULL BE a -
SEASONED' WOOD' W7H G-0.55 OR BETTER, SHOULD ANY SPECIFIC LOCATION' DIFFER, FROM THAT SPECIFIED HER1aN OR. STANDARD FIELD COMDITONS ADDITIONAL SPECIFIC
FJNpNEERINC. WAY BE REQUIRED AS DETERMINED BY THE BUILDING INSPECTION AND PERMITTING CONTRACTOR: CAftE.$HALL BE TAKEN BY CONTRACTOR IN:ALL APPLICATIONS OF '
THIS DETAIL. AS THIS IS NOT A SITE SPECIFIC, DRAWING. IT IS THE RESPONSIBIUTY OF OTHERS TO ENSURE THE INTEGRITY OF INSTALLATION TOJHEHOST .STRUCTURE.
ALUMINUM :. .. ..
MATERIAL' 6061 16 ALUMINUM'
ALL WELDS ARE MIN. j/4" FULL: FILLET WELD USING SSSB.FILLER ALLOY. ALL WELDING MUST -CONFORM TO RISC STEEL, CONSTRUCTION MANUAL 13TH ED AS INSPECTED AND
VEMIFIED BY OTHERS.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSWRAR METALS TO PREVENT ELECTROLYSIS
FASTENERS '
ALL ANCHORS -TO BE HRTI BRAND OR UFR EQUIVALENT, ALL BOLTS SHALL BE'HOT DIPPED GALVANIZED OR STAINLESS STEEL. & MEET THE REgqUuIREMENTS OF ASTM A304 VAN
HARDENED WASHERS AND HEX NUTS. WASHERS SHALL BE USED BETWEEN WOOD 6 BOLT HEAD NM BETWEEN WOOD #.NIL WHERE GENERIC FASTENERS ARE LABELED IN DETAILS.
CAPACITIES. SHALL BE £DUAL TO OR GREATER THAN HILTI KWK BOLT 11 OR'RED HEAD THRU BOLTS. EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE
AND 1X0 NOT INCLUDE THICKNESS OF STUCCO OR ONM FINISHES. .. .. .
ALUMINUM MEMBERS IN CONTACT - VA N CONCRETE AND WOOD SHALL BE PROTECTED BY "KOPPERS BITUMINOUS PAINT- OR POLYETNttENE TAPE UHMW (ULTRA HIM .UOLECI1LAR .
WEIGHT) 11.7 mis (0.30 mm)-MIN. TOTAL THICKNESS IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE ALL WELDS PER: FLORIDA, BUILDING CODE,
SPECIALTY ENGINEERING SERVICES t SOLUTIONS INC. HAS NOT VISITED THIS J0997L INFORMATION CONTAINED HERON 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 091NACCURATE DATA OR MEASUREMENTS '
WaRK SHALL BE VERIFIED PRIOR 76 CONSTRUCTION. .. .
SPECIALTY ENGINEER SERVICES & SOLUTIONS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR MIORK_ UPON DISCOVERY OF_ ANY INACCURATE INFORMATION
PRKX(' TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND' INSTALLATION OF MATERIALS.
. ... ENGINEERING SEAL AFFIXED HERETO.VAUDATPS'S7RUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS -SPECIFICATION BY'CONTRACIORat W.INDEMN4T
CES Nli SAVES � � � "
HARMLESS THIS ENGINEER FOR ALL �OS$'T7$S & DAMAGES INNG:IEGsA FEES & APPELLATE F� RESULTING FROM MATERIAL FABIiZION'.SYSTEM ERECTION AI CONSTRUCTION
PRACTICES BEYDNT3 THAT WHICH IS CALLED FOR BY LOCAL, STATE, 4 FEDERAL CODES k FORM. DEVIATIONS OF THIS PLAN. EXCEPT; AS EXPE1 SLY PROVIDED IN HEREIN; NO
ERTTTON .. CFICAOR AFFIRMATIONS ARE • INTENDED. .
- TNIS:SPECIMATGa SHEET GOOD ONLY AT THIS NAME AND. ADDRESS qt,�T 11'1 I I lI J i/
VOID WITHOUT HURRICANE SEAL OVER NAME\ti,• r- '. /'/%% .
:t /'/
NASS$r' $Ca',4 u 2!,* �ilfiTE- "
ADDRES1 I Q ."�. a low
CITY. ► SLATS �P. .1
HURRICANE HI]AT LIFTS �1���1 0
9d&S Engineering: 0 . !Ao
3301 S.E. Stater Street : 2 . .
Stl lfirt; Florida, 34997 237 Woods Edge, Circle �t
Orlando, FL 328iy °
(77?a-781-2556
Fax (778)-781-4854
J
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