HomeMy WebLinkAboutBoat Lift Engineering SpecificationHURRICANE BOAT LIFTS
CATEGORY 3 ELEVATOR LIFTS ENGINEERING SPECIFICATIONS
2 Cmatee
2 Tmclu
_
r
ar
lU
11
ULI
Per lilt
Par aft
Bunk
Cade
Tn
MAX
Guide
E.B.D.
Rot AL
H.S.
U.H.S.X2
Cap.
I —Beam
1—Beam
Sears.
Aze
6Pet4
Beam
Poet
Dear
Door
Gear
Gear
Size
Size
Mepkl
Molar H.P.
Nolor H.P.
Motor N.P.
Motor H.P.
6Hx4W x.29/.19
6Hx4W x.29/.19
3.000/
e' Imp
04.OJTWI/UN FT04.03)WT/UN
2V Lon9
R.
2-5/16-
8'
3/4HP
3/4HP
3/4 N.P.
1 H.P.
617x SWz.3S/ 23
BN x 5W..35/.33
5,000E
x B'-4' Lan9
. 2V
18''
2xl2
x30' S.S.
8'-6'
06.181/Wr/UN Ff
6.18I#WP/UN FT
Pressure
Treated
2 Port
�.
3/4HP
J/IHP
J/4 H.P.
I H.P.
8111 • 518x.41/.25
BX x SM.41/.25
>,000e
x 8'-4- Lang
x 25'
Carpel.
8'-6.
3/4HP
3/4W
3/4 H.P.
1 H.P.
7.023Wf uN R
7.023 Wr/UN R
B-3 W
8'
HRU, 10
M
9Hx5.5WZA4/37
9Mx5.5Wx.M/.27
10.000/
x 8'-4' tan9
x 25'
x30 S.S.
it'
3/4HP
3/4HP
3/4 H.P.
I H.P.
08.360 WI IPl IT
8.AHxWx.j0U/.2R
2 Part
10Hx6Wa41/.25
IO3
z10.1♦
12,0031
. 8'-4• Long
0 8.65+WI/UN R
8Treat
ed no
Treated
dd
2-3/8'
11'
IMP
IMP
IMP
I I/2 H.P.
.46 S.S.
10 Hx6Wx.50/.29
1D
15,000Y
x 8'-4' Lon9
x 25'
3'%10'x16'
3 Part
12'
I I/2 H.P.
010.2BPWf N R
IO.2B UN R
Wf
Pressure
1HP
IMP
12Hx>WxA7/.29
12Mx7Wx.47/.2Q
1).0008
z IV Long
z 2V
Treated
N/A
11.8>/Wf/UN R
I1.8)YwT/UN R
Duty
11/2 H.P.
12H. Long
12HJWz.62/.JIx
Carpeted120•2a,00DI
IV
10' long
x 25'
J�R
N/A
IHP
1 I/2 H.P.
014.XTWI UN R
14.29fWT UN R12HxTWx.62/.31
12Mx>Wx.62/.31
2_3/8'24,0008
xID'Lon0
. 25'
AD, $.S.
N/A
IMP
1 1/2 IT PI
014.29/WI/UN FTj
014.29I/t/UN R
4 Part
PIING MOUNT
BRACKET GOAD.
SEER MWNf
LTUL
To
Uso (2)13/41 St Inleses Steel
Wedge Mchore
mr 9h Basket We Concrete
8racA�'
SFAJIML MKOKI-ar
Mount Bracket to Dock
Use (2) 3/4' Stainless Steal
mm. Bode
MOUNT BRACKET DETAIL
ME 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 UFNNG STRUCTURE HAS BEEN DESIGNED TO WITHSTAND WIND LOADS ASSOCIATED WITH WIND SPEEDS OF Valt= 160 MPH. VASD= 139 MPH (3 SEC. GUST) EXPOSURE T'
WITHOUT A BOAT ON ME UFT PER ASC€ 7-10 UPEND ABOVEGROUND SIGN/WALL METHOD, ME UFTNG STRUCTURE INCLUDING BOAT HAS BEEN DESIGNED TO "THSTAND WIND
SPEEDS OF Wit-90 MPH IN EXPOSURE C' OR 80 MPH IN EXPOSURE 'D'.
CERTFICATON OF BOAT UFT TO EXISTING STRUCTURE AND ALL ELECTRICAL OR MECHANICAL CERTIFICATIONS ARE BY OTHERS; ENGINEER SEAL CERTIFIES ASSEMBLY OF UFT
ONLY.
OF
CONSTRUCTION MANUAL 13M ED AS INSPECTED AND
PREVNT ELECTROLYSIS.
D OR
HARDENEDOWASHERS AND HEXANUT,, WASHERS SMALL BE USED BETWEEN WOOD NT. ALL BOLTS SHAI BE & BOLT HEAD BIZED OR ERM STAINLESS
WOOW & NUT.. WERE GENERIC FA
STENERS NME OF LABELED IN DETAILS.
ETAIIS.
CAPACITIES SHALL BE EQUAL TO OR GREATER MAN HILT KWVK BOLT 11 OR RED HEAD THRU BOLTS. EMBEDMENT DEPMS SPECIFIED HEREIN ARE DEPTHS INTO SOUD SUBSTRATE
AND DO NOT INCLUDE THICKNESS OF STUCCO OR OTHER FINISHES.
ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED BY -KOPPRS BITUMINOUS PAINT' OR POLYEMYLNE TAPE UHMW (ULTRA HIGH MOLECULAR
WEIGHT) 11.7 Mlle (0.30 mm) MIN. TOTAL THICKNESS IN ACCORDANCE WITH CURRENT RORIDA BUILDING CODE ALL WELDS PER FLORIDA BUILDING CODE.
SPECIALTY ENGINEERING SERVICES; & SOLUTIONS LNG HAS NOT VISITED THIS JOSSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS.
SPECIALTY ENGINEERING SERVICES & SOLUTONS INC. SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS.
cWOORK SrvALL BE VRRIED PRIDq. TO CONSTRUCTION.
`KVH TO MODIFICATION OF EXISTNG FIELD CONDITIONS AND FABRICATION AND�INSTALLATION IOF IV RLIL ALSATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION
ENGIN
RING
IXED
HMMLEEESS THIS ENGINEER FORRALL COSTS & DAMAGES INCLUDING LLEM FDESIGN AS EES &NAPPEILELIEFFTHS RIS ESULTINGMOM By MATERIAL FABRICATION. CONTRACTOR.
at. W. I SYSIEM NEGISAWS CANSMUCTI(W
PRACTICES BEYOND MAT WHICH IS CALLED FOR BY LOCAL STATE, &FEDERAL CODES & FORM DEMATIONS OF THIS PLAN, EXCEPT AS EXPRESSLY PROMDR IN HREIIL AR)
PRACTICES BE OR AFFIRMATIONS ARE CALLED
FOR
THIS SPECIFl ATION SHEET GOOD ONLY AT THIS NAME AND ADDRESS
Vol WIOUT HURRICAVE SEAL OVER NAME
NAME r`iCIYYIQiFiIO
AnnGESSt JEFFERY 1 `
CITY: STATE-• ZIP: Rp FlaTldo
SPErwOI�ALTYENOINEERINO
HURR33011 SZ Slater Straet REVIEWED W6TAW ➢2'68th TERRACE�N.D
Stuart Florida 34997 JUPITER. FL 33478
Fax2(7 2)' 7815-4054 CODE COMPLIAIVI W .