HomeMy WebLinkAboutENGINEERING SPECIFICATIONSHURRICANE BOAT LIFTS
CATEGORY-5 VERTICAL LIFTS ENGINEERING SPECIFICATIONS
SlaWen Steel Piling Mount Bracket
With 2-3/8' Baits Connecting The
Bracket To The Assembly.
2-3/8'xr Stolnless Steel Lag Bolts
Into The Side Of Piling
PILE \ICUNT PUAIL
i
CT DRIVE
DP71ON
9
U.H.S.
DIRECT DRIVE
OPTION
PILING SPAOM
Lift
RECOMMENDED
CAPAON
A
B
RUNG SIZES
4.500 LB
150'
132'
8' To 1W DIA
7.000 LB
ISY
14C
8' To 10' qA
PfIFg Penetration
10.000 LB
I50'
150•
9' To 10' DIA
To Be IW Into The
13.000 LB
150'
150'
W To le DIA
Sand Bottom Or W
16,000 LB
150'
16W
9• To 10'-DIA
Into The Rock Strata
20,000 LB
168•
168'
10' To 12" DIA
Recommend
24.ODO LB
192• ,
19r
10' To 12' DIA
6 POes
A wir-m•0uT B cnl m-m-cD=
Ult
Cap.
Top
Beam
Channel
2 Crodlas
per lift
I-BB=oem
Bank
Board�
Cobia
Sze
Guide
Bearings
D.D.
cWr
U.N.S
Geor
Sze
Sze
Hpost eight
gder
Motor
H.P.
Motor
M.P.
4"S0O/
8Hx4'W
x
(4)
I4E
(2 Ea.)
21U x .2J
15C Lg
132/®
4.03 WL/Un Ft
5/le'
SSL
5,
120/10A
I H.P.
240/fOA
a
SH a .15
x 31Y
(1
(2 Ea.)
7,000/
2.228
x 144/O
4.70 WL/Lin
1 Pal
(S Ea.)
M.P.
120/20A
1 1/2 M.P.
150' L
rL
2'x8'x144'
PT
Wood
2' Solid
775' OLA
240 OA
240/fOA
10.000,
6H x .
23
(2 Ea.)
(2 Ea.).
2S W
x 150%O
Corpet4d
ALUMINUM
ALUMINUM
3/4 HP.
I f1'p'
150�
6.18 VA./Lin FIL
(4)
5/16'
fi'-8•
6061-T6
ALUM.
WINDER
120/20A
2b 0A
240/10A
13,000/
7H V17
1, 41(.2S
(2 Ea.)
x'�
150' l
x 50 O
7.02 WL Nn FL
SST,
2 Part
(2 Ea.)
1 H.P.
1 1 M.P.
240/10A
16,000/
o•
11 W 10
Y0'H x 6'W
41125
'x10'x144•
(2 E.)
.300
x LA O
8.84 WL/LN FL
Waod
1 1/2 HP.
150•
Bled
2b/IOA
a.
10'H x 6'W
x
3x10x168'
PT
(4)
(2 Ee.)
(2 Eo.)
20,000/
175 W
18.14
.41(.25
Y 166 O
10,
(6 FA)
3.S DIA.
1 1/2 M.P.
16.4L
VA./Un FL
meted
S/I6'
SST,
2' Sold
6061-T6r
SOLID
UHINUK
240/f0A
24,000/
8N x`.25
10'H x 6'W
x .H ,V
/
3'x1W 192,
(2 Ea)
3.75W
.41
x 192 O
PTx
WoodAUUM.
INDER
1 1/2 M.P.
19r L
10.28 WL/Lln FL
Carpeted
3 Part
240/IOA
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,At= 180 MPH, VAs9 = 139 MPH (3 SEC. GUST) EXPOSURE 'D' A BOAT ON THE LIFT PER ASCE 7-10 USING ABOVE GROUND SIGN/WALL METHOD, THE LIFTING STRUCTURE INCLUDING BOAT HAS BEN DESIGNED TO WITHSTAND VAND
OF VLlt=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
ARE DESIGNATED BY THE U.S. WEATHER BUREAU AS
)LDER. NO WARRANTY, EXPRESSED OR IMPLIED, IS
NO 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
EGNEERNOBUIROBDTEEUTHBLDGPEPERTGTRTRSCAR
ABTECDTRAAINALL SPECIFIC WOOD WITH
REQEDASETERMNDBY THE BUILDINGNINSPECTORCTTOR ON DIFFER FROM
CONTRACTOR. E SHALLE AKNBY CONDITIONS.
ADDITIONAL
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
HARDENED WASHERS A4LD HEX NUTS. WASHS SHALL EQUIVALENT.E U� BETWLTS EEN WOOD & OT BOLTEHEAD & BETWEEN WOOD STAINLESSIT�EREGENE GENERICTHE
ASTNERRSEAREOLABELE IN DETAILS,
CAPACITIES SHALL BE EQUAL TO OR GREATER THAN HIL71 KINK 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 MEASUREM
SPECIALTY ENGINEERING SERVICES & SOLUTIONS INC. SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANYWAY 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, SYSTEM ERECTION & CONSTRUCTION'
PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FORM DEVIATIONS OF THIS PLAN, EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO
CERTIFICATION OR AFFIRMATIONS ARE INTENDED.
THIS SPECIFICATION SHEET GOOD ONLY AT THIS NAME AND ADDRESS II1t�IlIIII
VOIQ IMTII fT HURRICAE� A OVER NAME �\`A�\ f�
NAMEI I:. _CO.1"�Y \���� ^�!/Tj —
ADDRESS I ° `. �N o'-e R mk4�/�i. DATE: /
CITYt STA'FE!� �_ ZIPt _� LrJ •` `�
HURRICANE Q13KT -LIFTS _= a 514'� •
3301 S.E. Slo-ter Street= = B&B Engineerlg, NOS i
2237 Woods: Edger Circle it •
Stuart, Florida -349.97 - " Orlondo, FL�Ci2V17
(772)-781-2556 - a TAXF- OF •
Fax (772)-781-4854'� ` - a•� S,� _,�.P_•' G���
rx�//Qxx, * tTiii�i aL��
Electrical Contractor: /Z F (XAaXVL 3
itG4/dG A,4� 4)
Phone No.:
Fax No..
Tfo,jopt noovou5 Location: of 4W
im
Existing ServiceRedpr Size:
Existing fttiel.' ,
Main Breaker Size:
Number of B
'Existing Loads
Sq. ffl. k 37 Watts per.sq,
watts
Appliance cir. @ 1500 watts each
&00 watts
Laundry qir. @ 1500 vftM each
watts,
Range @.8 kw
watts
Dishwasher And disposal @ 1300 -watts each
watts.
Microwave @.2000 watts
06 watts.
Water heater @. 4.5 kw
watts
Tanklesg, water heater
watts
Dryer.@ -5 kw
watts
/,..,_. Refrigerator @L1.500watts
watts
of Bathro .. in -1 'a, 1500 watts
Watts,
Spookler-Pump
-watts
Other
watts
Other
watts
Other
watts
ICY- T A
Pool pump
-waits
Pool.jight
watts
Heat pump
watts
Chlorine generator-
watts
Air blower
watts
Boadiff
411 watts
Other.
watts
-,Other
ts
watts
Other-
watts
First 10 kw @ 1060/6
3_434_7Remainder @ 40%
_waits
Z A/C heat @ 100%
laao.wa.fts
. Total watts
Divided 'by 240 V61ts..
Prepared
Date:
$uph Total .7watts
Amps
watts