HomeMy WebLinkAboutBOAT LIFTBUF° -' [ClANE BOAIT LIF
' CATEGORY-5 VE'RTIL;Ai., SOLAR LIFTS EINGINE"E-HiNG SPECIFICATIONS
��
Stalnless Steel Piling Flaunt Bracket
With 2-3/81 Bolts Connecting The
Bracket To The AsseWy.
2-3/8°x3° Stainless Steel Lag Bolts
Into The Side Of PiUng
Pu (
o ♦ �1 �����•� ,/11,Imo.,
o
I
1
Top
2 Cradles
Bunk
Guide
pM�
Flat Rt
Co. D.
D.D.
U.M.S.
SOLAR IQT
Lift
Cap.
Beam
Channel
per Ilft
I -Beam
Board
(PT)
Si le
Poet
Bearings
Shaft
Mo
MGowotor
Gear
Motor
MMr otor
2SOLAR MODULES
Size
Size
Carpeted
He
ht
size
M.P.
H.P.
H.P.
H.P.
SIZES 10-40 WATTS
2 Ea.
ON x 4'W
(4J
(2 Ea)
(2 Ea.)
(2 Ea)
(2 Ea)
4@
4H X 15
z .28� 19
3/4 M.P.
3/4 H.P.
3/4 M.P.
1 H.P.
2Wx.23
x 1.2111..19
2 ®
5/18'
120/20A
120/20A
120/26A
240/10A
150' L9.
4.03 WL/Un Ft.
SST.
5'
240 10A
240 10A
240 10A
N/A
a•
ON X 45
(2 Ea.)
(2 Ea.)
(2 Ea.)
(2 Ea)
7,0000
5H x .15
225 W
X .35 .21
% 144/®
1 Part
(5 Ea.)
1 H.P.
120/20A
1 H.P.
120/20A
1 M.P.
120/20A
1 1/2 H.P.
z.26
150'
4.70 wLAIn FL
rw 44'
CARPETED
2' Solid
ti
^' a.,
240/10A
240/10A
240/t0A
240AOA
a.
8'H x 5'W
(2 Ea.)
(2 Ea.)
(2 Ea.)
(2 Ea.)
> ¢
10,00o®
BH x .17
2-11
x 150/2.3 0
,W
a
3/4 H.P.
120/20A
3/4 HP.
120/20A
3/4 N.P.
120/20A
1 H.P.
NN
L'+a` L)
o q
9509 L ,
6.18 WL/LLI Ft
(4)
5/18
6061-Tfi
AWN.
r
g
.¢,
240 10A
240/1 OA
240/10A
240/10A
v
o i m u U V c
m 0 a to N o
1n -> v
o.
7M x 17
B'H X 5'W
(2 Ea.)
(2 Ea.)
13,000Q
2.75 W
% 144112
q m
1 H.P.
1 1/2 H.P.
v .D
1509
7.02 WL/Un Ft
SST.
2 Part
a u
to y
240 DA
(2 Co.)
(2 Ea.)
1 H.P.
240/10A
E c aW 2 =
a
~ ¢
7 210
10'M x 6'W
x 25
3'46'x144'
(2 Ea)
16.0000
3.5 W
.41
x 188` ®
Carpeted
1 H.P.-HD
N/A
1 i/2 H.P.
24o/t0A
a x X •� F
V c4
150360
6.64 WLAJn Ft
240/10A
240/10A
3 c E> F O
❑ a a ~ ¢ Y >
ION x 6'W
(2 Ea.)
20,000Q
11
3.75 W
x 188` ®
(4)
(6 Ea)
1 1/2 H.P.
X ¢ ¢ V d ro W
18B'
8.64 WL/Lin Ft
e
Carpeted
5/16'
SST.
0
2' Solid
6061-T6
N/A
240/1OA
g W r Cl ai y
a a w
BN X .25
10'H x 8'W
% .50/,29
'x10'z192'
(2 Ea.)
24, DODO
.45 W
x 192 .
Carpeted
ALUM.
t92.
10.28 WL/Un FL
3 Part
240/IOA
a> ca a y z 3 s
THE WORK SPECIFIED HEREIN HAS BEEN DESIGNED & ALL WORK SHALL BE IN ACCORDANCE WITH STRUCTURAL PROVISIONS OF THE 6th EDITION 2017 FLORIDA BUILDING CODE.
NOTE:
THIS LIFTING STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH WIND SPEEDS OF VAt= 180 MPH, Vass = 139 MPH (3 SEC. GUST) EXPOSURE 'D'
WITHOUT A BOAT ON THE UFT PER ASCE 7-10 USING ABOVE GROUND SIGN/WALL METHOD, THE LIFTING STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED TO WITHSTAND WIND
SPEEDS OF Vult=90 MPH IN EXPOSURE 'C' OR 80 MPH IN EXPOSURE 'D'.
OWNER RESPONSIBLE TO REMOVE BOAT FROM UFT DURING WINDSTORM EVENT IN EXCESS Vasd !S 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 = v-0.6 * Vult. DESIGN OF BOAT WIND LOADING HAS BEEN PERFORMED WITH THE FOLLOWING
RATIOS AS CONFIRMED BY OTHERS: B/s=3, s/h = 0.75, FOR A Cf of 1.6 MAXIMUM WHERE H li THE HEIGHT TO TOP OF BOAT, B IS HORIZONTAL DIMENSION, AND S IS VERTICAL
DIMENSION.
CERTIFICATION OF BOAT LIFT TO EXISTING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL CERTIFICATIONS ARE BY OTHERS; ENGINEER SEAL CERTIFIES ASSEMBLY OF LIFT
THISYDETAIL 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 APPUCATIONS OF
THIS DETAIL AS THIS IS NOT A SITE SPECIFIC DRAWING, IT IS THE RESPONSIBIUTY OF OTHERS ITO 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
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 WITH
HARDENED WASHERS AND HEX NUTS. WASHERS SHALL BE USED BETWEEN WOOD Bt BOLT HEAD;& BETWEEN WOOD & NUT. WHERE GENERIC FASTENERS ARE LABELED IN DETAILS,
CAPACITIES SHALL BE EQUAL TO OR GREATER THAN HILTI KWIK BOLT Il OR RED HEAD THRU BOLTS. EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLD SUBSTRATE
AND DO NOT INCLUDE THICKNESS OF STUCCO OR OTHER FINISHES.
ALUMINUM
111.7milsR(0.30Cmm) MIN. TNTACT OTACLTHICKNESSSS IN ACCORDANCE WITH BE PROTECTED
REENBFLORIDA 9U1 DINGMICODE. ALL WELDS PER FLORIDA OUS PAINT' OR E TAPE UHMW BUILDING CODE.
ULTRA HIGH MOLECULAR
SPECIALTY ENGINEERING SERVICES & SOLUTIONS INC. HAS NOT'VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLED DATA AND MEASURER
SPECIALTY ENGINEERING SERVICES & SOLUTIONS INC. SHALL NOT BE HELD RESPONSIBLE OR UABLE 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 OFI THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMN:PES A' 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 EXPRESSL'Y'tFROMDED IN HeRaN, NO
CERTIFICATICN OR,AFFIRMATIONS ARE INTENDED.
THh SklbFICATION SHEET GOOD ONLY AT THIS NAME AND ADDRESS -
VOiD,WTHPUT HURRICANE SEAL OVER NAME
`_ 'rVAP4E1 : JEFFERYFNIART(.•P.-F. DATE:
- Reg. -Florida No. PE0060974'
ADDRE.SS,
CITY1.. Y AT ' +� ���m➢a,tgv��aw®➢la���➢a�® `
HURRICANE BOAT LLcTS.?
j812RV➢OEG GOOL➢DT➢®FB8jC@t0: ��
3301 S,•E. Slater Streq't 18540 126th TERRACE N. -
Stuart, Florida 349971 ., JUP : (561ER, F11 3287 i
(772)-781-2556 PH: .SES 41 e.corn
Wew.SFSS-Tnacan
Fax (772)-781-4854 lnfnlRseecialty ainesrinaa&-Vicescom - -