HomeMy WebLinkAboutSummary Of DesignGOLDEN ENGINEERED 4 POST, 2 MOTOR SEA DRIVE BOAT LIFTS
NOTE
STRUCTURAL ENGINEERING REVIEW
THIS CONSTRUCTION HAS BEEN D=—iNEDAS A MAIN YOM) FORCE FC55TING SYSTENI,VMH
CALCULATED GRAVITY AND W.ND LOADS IN COMPUANCE WITHTHE FLORDA BULDXGG CODE,
Ah EDITION, 2020. CHAPTERS 16 6 20, ADM 2015,ANDASMW 7-1614NM IM DESIGN LOAM
FOR BULDINu"SA\O OTHFASTRUCNX6• TO WRFBTAND THE WIND LOADS ASSOCIATEDKiTH
AN ULTIMATE WND SPEED OF 180 MPH, ExPOSURE %r. FMC CATWORYI. J L SANDERS, PE
HAS NO CONTROL OF THE L%NUFACTURING, PEWFOR.WJrE. ORMSTALLATICN OF TFM
PRCDUCT THESE GENERIC SPEC87CAMCUS WERE ENGT&TECD M AC,CCCUANCEWTH
ACCEPTED MINFMNG PRACTICES BASED ON DATA PFK=ED BYTT E MANUFACTURER TFG
STRUCTURAL REVIEW IS LA4TED TO THE PrCMARYFRIL"'GAND CON ECTIC.NS AND S NOT
INTENDED TC COVER MECHAMCAL AND ELECTRCALCOMPONFT�S :F3SESP,ECFICATIC,\,
ARE BASED ON STRUCTURALCALCULATION TITLED•aR:,15FADHVflIFT',tVLGCFICONfA:N
ADDITIONAL DESIGN RECUIREMENTS AND CRITER'AfRECUESc.T THE
BOAT LIFTS DE.CTED IN THESE SPEGFICATANS AND REL/LTE3ClLi;UTATIONSWERE
EN31WERFD AS MANUFACTUEO PRODUCT FORN0r4GTESP`CIFZusM1M COT INTENDED
TO COVER SITE SPECIFIC CONDITICNS, REOLIREHENjS AtPMT4TI0N9 LISTED M THE _
STRUCTUTAL CALCULATIONS
J LSaran 833E
2S15 Gratis R53dhV/ ( �'-
V-0, GA30e66
Pt— 23A671-15778. � JT SA4IDES,PE OaL
Pag Ruda No 0f.3�t,
SIGNATURE NOT VALID WITHOUT RAISED SEAL
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
ed
P li Diaameettels
Lb.
Ft.
FL
in:
5,000
11
6
7,500
10,000
12
1z
12.5
10
14.000
16,000
14
20,000
14
16'
24,000
28,000 d
16
12
STAWLESSSTEEL PILING MOUNT BRACKET -
RECOMMENDED ATTACHMENT BASED ON BRACKET
r � CONFIGURATION. VERIFY ADEQUACY BASED ON
OA v GQ TUAL SITE CONOMONS:
V1V� V,LTS USED To
A�G���l11888''NECTTHE BRAVW_8` STAINLESS CKETSTOTHLAG E FlUNGAND
USED O
w ^nry V�O�p f�+►��NNECTTH BRACKETS TOSTAINLESS STEEL ITHE tAGE � CHANNELS
�YF7�7�TETSO , 0 0
THIS STRUCTURE HAS BEEN DESIGNED FOR LOADS ASSOCIATED WITH N 0 H;EXPOSURE °D ,RISK CATEGORY 1,
CALCULATED PER FLORIDA BUILDING CODE 7th EDITION, 2020, ASCE/SEI 7-1ADI 2 SOHt�TBESTORED ON LIFTS DURING HIGH
WIND EVENTS. • B vV
IN GENERAL, PILING PENETRATION TO BE A MINIMUM OF I & INTO THE SAND BOTTOM OR & INTUTHE ROCK STRATA SU&SURFACE CONDITIONS CAN V
GREATLY, THE CONTRACTOR SHALL VERIFY ALL PILE CAPACITIES. ALL PILINGS -TO BE 2.5 C.CA PRESSURETREATED WOOD. ALLSTRUCTUR
BE 6061-TS ALUMINUM.
SUMMARY OF DESIGN
O O O O
FEATURE,f OX
OOOOQ O
LIFT' CAPACITY
TOP BEAM CHANNEL
CRADLE I -BEAM
BUNK
CABLE SIZE
CABLE
GUIDE
DRIVE
WINOEA
MOTOR
INCHES
RECOM
2 EACH
2 EACH
BOARDS
(PT)
SPREAD
POST
H TH
BRGS
SHAFr
OIA IVOLTAGE
PER MIN
SEIZES
Lbs
INCHES
HE
INCHES
IN
5Q0#
4Hx.15
2Wx.23•,
6Hx.19
4Wx:29
107.75
2-3/4HP
120V/2OA
140° OAL
120" LGTH
xw
��
4 - 5116'
x15PARTT
W
�>
240V/1OA
39.70,
8° DIA
7,50D#
5Hx.15
225 W x.26
6Hx.19
4 W x.29
120.75
12-1HA
��2266
x 15Y OAL
144° LGTH
may-
$
?
'
io
�,Q
o
240V114A
10,0000
6Hx.17
8Hx23
2-314HP
2.5 W x 29
x 1531 OAL
5 W x .35
150° LGTH
a
�'
4-5/16•
X3 PART2PART r
116.75
in
�
c
r s
y
C'
a
c `�
120V//22ppA
240V110A
19.85°
14,000#
7Hx.17
2.75�y x 29
8Hx25
5 W x Al
x 153' dAL
150° LGTH
In
e 3
a
m
�
10'DIA
MOW8
H x'19
3Wx.35
10 H x 25
6Wx.41
°L—
x 153° OAL
168' LGTH
=t7
�w
¢a
N
d a
�¢
0
2-1HP
8Hx.25
10'Hx.25
20.000#
3.75 W x.41
6 W x.41
Na
127.75
c
= o
m
120V/28A
x 177 DAL
192° LGTH
��
x4�51
3 PART
r =
y
y
240V714A
24,000#
375 W x Al
6 W x. 0
"xay
151.75
T
13.20'
x 201 OAL
192 LGTH _
MOW#
10Hx.526
12Hx.31
4-SAIS'
1-1 H
8-57
2.88 W x.437
x 201 DAL
7 W x:62
192° LGTH
x60' ST ST
4 PART
145
120V�3DA
240V/15A
12' 6IA
Golden Manufacturing, Inc. 17611 East Street, N. Fort Myers Florida 33917 Pub 12/18/20