HomeMy WebLinkAboutHurricane Boat Lift Engineering SpecsZ103• 63J1fl
HURRICANE BOAT LIFTS
CATEGORY-5 VERTICAL LIFTS ENCINEERINC SPECIFICATIONS
Slakllesa Steel Piling Mount Bracket
With 2-3/8' Bnita ConnaeUng The
Bracket To The Assembly.
2-3/8'x3' Stainless Steel Log Balts
Into The Side Of Piling
KmwxwRmL
CT DRIVE
)PTION
U.H.S.
DIRECT DRIVE
9
OPTION
PIUMO SPAU 1 G
Lift
RECOMMENDED
CAPAaTY
A
B
I P61NO SIZES
4.500 LB
150'
132'
8' To 10' DIA
7,000 LB
150'
144
B' To 10' DIA
PRIng Penetration
10.000 LB
150'
150'
9' To 10' DIA
To Be 10' Into The
13,000 LB
150'
150'
Be To 10' DIA
Send Bolton Or 5'
16.000 LB
150'
1687
9' To IW DIA
Into The Rock Strata
20.000 LB
Ifir
168'
10' To 12' DIA
Recommend
24,000 LB
1 192m
102'
10' To 1Y WA-1
6 111.
A DUF-m-WIT B carriat-m-com
Lift
Top
Beomoard
2 Cradles
Bunk
Guide
I peat
Bmarirg-
Wlndar
D.D.
Gear
U.H.S.
Gcr
Cop.
Channel
size
I-Bed.
si..
(STD)
Sl"
dghl
Size
Motor
H.P.
Motor
H.P
4,500/
2 Yo.
W
6'H x 4'W
i32/O
(4)
2 Ea. 3/4 H.P.
(2 Ea.)
x .23
150' Lg,
x
4.03 WLAJn FL
'A'.120/20A
SSL
5'
1 H.P.
240/10A
SN x�15
B'H Y 4'W
,35 .1,
(2 Co.)
(2 Ea)
7,000/
Y2Sfi
Y 144/O
1 Part
(5 Ea.)
1I M.P.
OA
1 1/2 HP.
150' L .
4.70 WL/LN FL
2'x8'x144'
PT
Wood
Y Solid
375' DIA
SOLID
LUMINUM
240/10A
240/I0A
10.0000
6H .. 7
2.5 W
x SW
x
(2 Ea)
J/4 M.P.
2 Ea)
I55'
Y 0 O
6.18 WL./Un FL
Carpeted
WINDER
120/20A
1 HP.
150�
(4)
6'-8'
6061-T6
240/10A
240/10A
a
8'M Y 5'W
13,000/
,5 NIA
2
x .41(.2S
5/18'
ALUM.
(2 EaEa.)Y
1SOP
150 O
7.02 WL/LN FL
SST.
2 Part
(2 Ea.)
1240/IOA
o•
7H x .210
YO'M x 6'W
/I 2S
Y10'x144'
(2 Ea.)
16,000/
15
x 168/O
Wood
1 H.P.
1 1/2 M.P.
150••
8.64 WL./LF FL
-led
240/IOA
240/10A
L.
BH x .25
1x .41 Y 2SW
3'xier 166'
a)
(8 Ea.)
(2 Ea.)
20,000/
J.75 W
x .41
x 160%O
8.64 WL/LN FL
Wood
5/16'
10'
2' Sdtd
3.5' DIA.
1 1/2 M.P.
16.4
Carpeted
SST,
6061-T6
SOLID
ALUMINUM
240/IOA
j 75 W
10'H x 6'W
x .H x 6'
3*06, 192'
(2 Ea.)
24,000/
Y
x 192 O
W0o4
ALUM.
WINDER
1 1/2 M.P.
.41
1B2'
10.28 WL/Ltn FL
Carpeted
3 Part
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 MATH WIND SPEEDS OF V, t= 180 MPH, VAsb = 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 M11t=90 MPH IN EXPOSURE 'C' OR 80 MPH IN EXPOSURE V.
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 DURNING 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 - Vult. DESIGN OF BOAT WIND LOADING HAS BEEN PERFORMED WITH THE FOLLOWING
RATIOS AS CONFIRMED BY OTHERS: B/s=3, B/h m 0.75. FOR A Cf 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 ILL 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
FASIFIED BY TENERS OTHERS.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS.
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 WIN
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 SUBSTRATE
AND 00 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 mgs (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 MEASUREMEt
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. al. 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 ti6� ,PUOVIDED IN HEREIN, NO
CERTIFICATION OR AFFIRMATIONS ARE INTENDED.
THIS SPECIFICATION SHEET GOOD ONLY AT THIS NAME AND ADDRESS,%/�
VOID WITHOUT HURRICANE SEAL OVER NAME
NAMEL v SEaudeiNP. SATE:
ADDRESSI 5g10 la No. 141 0 -2-1CITY STATE,_ ZIPL ` _
HURRICANE BOAT LIFTS ®�p/�ICWED FOO
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3301 S,E. Slater Street 9 1 V Gr B B Engilheer g, a
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Stuart, Florlda 34997 �+ �+ M�`,��{C�IbdB FL 3P 7 ��® o
(772)-781-2556 'GOD, E v®°• °
Fax (772)-781-4854 tmv a i ii;�E COUNTY Y �r ••• �I 0�,\� . C
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