HomeMy WebLinkAboutENGINEERING SUMMARY OF DESIGN FEATURESGOLDEN ENGINEERED 4 POST, 2 MOTOR SEA DRIVE BOAT LIFTS
STRUCTURAL ENGINEERING REVIEW `
Ti-M CCWRICDD,N HAS DCEN DESGNEO AS A FAN%1'1M FORM RESSTCVGSYSTQJ.Y..1 N
CACC=TEO GRAM ANDWND CLADS N=WLWNCFV M7HE,-LO.DA0=.N9CCCE.
7ftM1 =, 2C20. CHAPTEF1S 16 L 20, ADM 2015. AND ASCEW 7.15 TLNIIID OLW-NLOADr
FOR 701'ATWLTANDTHEWADt.C1ADSA„ SOG'ATFD%VIH
AN ULTIMATE Vi2Z SPFCD OF ICO ASH WC<Z •1r, RU CATEGORYI J L SlNDER31 PE
R43 NDCONYM D: THE M NU:.ACTURNG, PEWORVAN CE.CA NSTALCAUONCF THS
PRODUCT THMEG-NCRCSPEWLAT.C.+ %%VMENGN.%*MDLNA=FUANC\VM
AOC"cP1Ep [N'aNEEii:.V3 PRACiCXS EASED O.V DATAPfr"I. YJFD RYhI R'A•CSA;7UR77 nG
STRMTURAL REMEWS W7ED TO THC MFARYFRAV NGAMCON`'�CT'r V AIJ 6 NOT
MENDED TO COVFA MECHMCAC AND ELECTR :AI.CC7JPCNFT{1S llfSEWECN^,AT.:V
AIL'MEDONSTRUCTURALCALCLRATn'2 TRtID ilia-M1 F iRVT.I'FT,VA{:'HC6VfAN
ACDITIC\AL DE5.5+IRFCt10iENENiS ANDCFATFR'A(NND/Ui=YA'V.Iiti1FLWFv-'CIEST 7HF
BOAT LIFTS DEPxTED tN THESf SRECOICA1:G�ti 0.VD F1E1ATl':::CACbAADCh.l1,_Fti
CN..Vw Fi.D AS LWp:FACi1LTD PRJBIICT FOR NOY�'TEGC-Ge;CI]+E'ANO t�TOREN�D
TO COVERSITE SPECIRC CONNn=. REO1,Fa- FNT ANQC0.5T8nom LISTED LV L•C
STRCTUFXCACCUTAT1Q1& - -
J L Sa *,- PE
...15 Gr=R734 M1
W1 GA3ZW
P.- 2=71-1S7B J1 SMtCEFS. P E COD
F;- nx31Nc =,
SIGNATURE NOT VALID %VFTHCUT RAISED SEAL
PILE SPACING CHART
The boat center of gravi
needs to be set in the censer
of the top beam
UR Capachy
1' Dime
°2' Dimension
ec
P 1� Diameettefs
Lb.
FL
FL
In.
5.005
11
B
7,500
10,000
y2
2
12.5
1 10
14.000
16.000
1 14
20.000
14
16
24.000
28.000
16
12
STAINLESS STEEL PILING MOUNT BRACKET-
RECOAtMENDED ATTACK MENT BASED ON BRACKET
CONFIGURATION. VERIFYADEOUAGY BASED ON
ACTUAL SITE CONDITIONS:
4-w STAINLESS STEEL LAG.sCFt--hs USED TO
CONNECT THEBRACKETSTOIHE HUNG AND
24W STAINLESS STEEL CARRIAGE BOLM LISEDTO
CONNECT THE BRACKETS TO THE LIFT CHANNELS
D D
NOTE: THIS STRUCTURE HAS BEEN DESIGNED FOR. LOADSASSOCIATED WITH AN ULTIMATE WIND SPEED OF 180 MPH,IXPOSURE'D', RISK CATEGORY L
CALCULATED PER FLORIDA BUILDING CODE 7th EDITION, 2020, ASCFJSE17-16 AND ADM-2015. BOATS SHALL NOT BE STORED ON LIF IS DURING HIGH
WIND EVENTS.
IN GENERAL, PILING PENETRATION TO BE A MINIMUM OF 10 INTO THE SAND BOTTOM OR S INTO THE ROCKSTRATA SUBSURFACE CONDITIONS CAN VARY
GREATLY, THE CONTRACTOR SHALL VERIFY ALL PILE CAPACITIES. ALL PILINGS TO BE 2.5 C.CA PRESSURE TREATED WOOD. ALLSTRUCTURAL MEMBERS TO
BE 6061-T6 ALUMINUM.
SUMMARY OF DESIGN FEATURES
O 0 0 0 000000
CAPACITY
TOP BEAMCHANNEL
CRADLE 1-BEAM
2EACH
BUNK
CABLE SIZELIFT
CABLE
GUIDE
DRIVE
WINDER
MOTOR
INCHES
.RECOM
2EACH
BOARDS
(PIT
SPREAD
POST
HGTH
BRGS
SHAFT
OM
VOLTAGE
PER MIN
SIZES
Lbs
LNG
INCHES
IN
6.QD0#
4Hx.15
2 W x 23
6Hx.19
4 W x29
107.75
3�
?20v RA
140'DAL
12D•LGTH
x�
one.
4_ 1b'
x1PARST �T
w
�
240V/10A
39,70'
8.' D1A
1,500#
SHx.15
225 Wx26
6Hx.19
4 Wx29
120.75
2-1HP
120
x 15.31 DAL
144' LGTH
�¢
Q�
a
m
�
m .
m S
1sv
o
MA
10,0D0#
6Hx.17
2.5Wx29
8Hx23
5Wx.35
2-3f4HP
120FA
x 1531 OAL
150' LGTH
Nf7J
4-56'
ST
2 PART
116.75
m
o,
m
240V710A
19.8
14,0000
7Hx.17
23%1&
8Hx.25
5Wx.41
x
1w LGTH
cc
Lt1
c4
BHx.19
10Hx25
MOM#
3Wx.35
x153'CAL
6Wx.41
168'LGTH
=
�
=
�1
0
.,� Lu
�ca
0
2-1 HP
120V�8A
10°DIA
20,00D#
8Hx.25
3.7510 x.41
10Hx25
6 W x.41
127.75
x 177 DAL
192° LGTH
;�
4 5 6°
x
3I&
_ -
y
240 714A
8Hx.25
IBHx.29
24,000#
375Wx.41
6Wx.50
"v'
151.75
13.20'
x 201 DAL
192' LGTH
10Hx.526
2.88 W x.437
12Hx.31
7 W x.62
4-5116'
x60' ST ST
145
A
LA40011150A
8.5i° .28,000#
12° DIA
x 201 DAL
192' LGTH
4 PART
Golden Manufacturing, Inc. 17611 East Street, N. Fort Myers Florida 33917 Pub 12/18/20
GOLDEN ENGINEERED 4 POST, 2 MOTOR SEA DRIVE BOAT LIFTS
Av r
STRUCTURAL ENGINEERING REVIEW
THIS CONSTRUCTION HAS BEEN DESIGNED AS A MAIN WIND FORCE RESISTING SYSTEM, WITH
CALCULATED GRAVITY AND WIND LOADS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE,
7th EDITION, 2020, CHAPTERS 16 8 20, ADM 2015, AND ASCE5EI 7-16 'MINIMUM DESIGN LOADS
FOR BUILDINGS AND OTHER STRUCTURES' TO WITHSTAND THE WIND LOADS ASSOCIATED WITH
AN ULTIMATE WIND SPEED OF la"
MPH, EXPOSURE'D, RISK CATEGORY I. J.L. SANDERS, P.E.
HAS NO CONTROL OF THE MANUFACTURING, PERFORMANCE, OR INSTALLATION OF THIS
PRODUCT. THESE GENERIC SPECIFICATIONS WERE ENGINEERED IN ACCORDANCE WITH
ACCEPTED ENGINEERING PRACTICES BASED ON DATA PROVIDED BY THE MANUFACTURER. THIS
STRUCTURAL REVIEW IS UMITED TO THE PRIMARY FRAMING AND CONNECTIONS AND IS NOT
INTENDED TO COVER MECHANICAL AND ELECTRICAL COMPONENTS. THESE SPECIFICATIONS
ARE BASED ON STRUCTURAL CALCULATIONS TITLED -4 POST SEA DRIVE UFT', WHICH CONTAIN
ADDITIONAL DESIGN REQUIREMENTS AND CRITERIA AND ARE AVARABLE UPON REQUEST. THE
BOAT LIFTS DEPICTED IN THESE SPECIFICATIONS AND RELATED CALCULATIONS WERE
ENGINEERED AS MANUFACTURED PRODUCT FOR NONSITE SPECIFIC USE AND NOT INTENDED
TO COVER SITE SPECIFIC CONDITIONS.
- 'f
J.L Sanders, P.E.
2515 Gratis Road NW
M..a, GA3065B J.L SANDERS, P.E. Date:
Phone: 2=71-1578 Reg. Florida No. 66361
PILE SPACING CHART
The boat center of gravity
needs to be set in the center
of the top beam
Lift Capacity
'1" Dimension
"2" Dimension
Recommended
Pile Diameters
Lb.
Ft.
Ft.
in.
5,000
11
8
7,500
10,000
12
12
12.5
10
12,000
14 000
16,000
14
20,000
14
16
24,000
16
28,000
12
STAINLESS STEEL PILING MOUNT BRACKET -
RECOMMENDED ATTACHMENT BASED ON BRACKET
CONFIGURATION. VERIFYADEOUACY BASED ON
ACTUAL SITE CONDITIONS:
4-3/8" STAINLESS STEEL LAG SCREWS USED TO
CONNECT THE BRACKETS TO THE PILING AND
2-3/8" STAINLESS STEEL CARRIAGE BOLTS USED TO
CONNECT THE BRACKETS TO THE LIFT CHANNELS
NOTE: THIS STRUCTURE HAS BEEN DESIGNED FOR LOADS ASSOCIATED WITH AN ULTIMATE WIND SPEED OF 180 MPH, EXPOSURE "D", RISK CATEGORY I, o 0
CALCULATED PER FLORIDA BUILDING CODE 7th EDITION, 2020, ASCE/SEI 7-16 AND ADM-2015. BOATS SHALL NOT BE STORED ON LIFTS DURING HIGH
WIND EVENTS.
IN GENERAL, PILING PENETRATION TO BE A MINIMUM OF 10' INTO THE SAND BOTTOM OR S INTO THE ROCKSTRATA. SUBSURFACE CONDITIONS CAN VARY
GREATLY, THE CONTRACTOR SHALL VERIFY ALL PILE CAPACITIES. ALL PILINGS TO BE 2.5 C.C.A. PRESSURE TREATED WOOD. ALLSTRUCTURAL MEMBERS TO
BE 6061-T6 ALUMINUM.
SUMMARY OF DESIGN FEATURES
O O O O 00000 O
LIFT CAPACITY
TOP BEAM CHANNEL
2 EACH
CRADLE I -BEAM
2 EACH
BUNK
CABLE SIZE
CABLE
GUIDE
WINDDIEER
MOTOR
INCHES
P LING
BOARDS
(PT)
SPREAD
POST
HGTH
ERGS
SHAD
VOLTAGE
OF
PER MIN
SIZES
Lbs
INCHES
INCHES
INCHES
IN
5,000#
4Hx.15
2 W x .23
6Hx.19
4 W x .29
107.75
2-3/4HP
120V�20A
141" OAL
120" LGTH
Mw
4 - 5k.1 6"
x15' ST
1 PART
w
a
240V/10A
39.701
B" DIA
7,500#
5Hxx.
2.25 W x .26
6Hx.19
4Wx .29
120.75
2 1 HP
120V28A
x 153" OAL
144" LGTH
oa
MCC
o
�<
240V714A
6Hx.17
8Hx.23
10,000#
2.5 W x .29
5 W x .35
2 - 3(4 HP
x 153" DAL
150" LGTH
'��
<
T
0
120V//20A
240V(1 OA
7 H x .17
8 H x .25
12,000#
2.7
5Wx.41
ir
x555y"xOAL
150" LGTH
4-5 /16"
x20PARTT
116.75
o
LI"
Q<
19.85"
7Hx.17
8Hx.25
14,000#
2.755Vx.9
"
5Wx.41
o\
x 15 0 L
150" LGTH
N
ra
2-1 HP
10"DIA
8Hx.19
10Hx.25
16,000#
3 W x .35
6 W x .41
a
a
12OV/28A
x 153" OAL
168" LGTH
c=a�
�a
N
240 114A
8 H x .25
10 H x .25
20,000#
3.75 W x .41
177 DAL
6Wx .41
192" LGTH
o <
4- 5/16"
127.75
0
x
OU
S
x35PARTT
_
rN
�'
13.20"
8Hx.25
10Hx.29�
24,000#
3.75Wx.41
6Wx.50
151.75
x 201 DAL
192" LGTH
28,000#
10Hx.526
2.88 W x .437
12Hx.31
7 W x .62
4-5/16"
x60' ST ST
150.3125
2-1-12H
120V�30A
857"
12" DIA
x 206 DAL
192" LGTH
4 PART
240V/15A
Golden Manufacturing, Inc. 17611 Cast Street, N. Fort Myers Florida 33917 Pub 10/26/21