HomeMy WebLinkAboutWind Load CertificationENGINEERING SUBMITTALS
February 27 2020
WIND LOAD CERTIFICATION.•
LE
0
ST. Lurmitting
CODE- FBC /FRO 2017/ASCE7--10 /NEC 2014 (NFPA 70)
(FBC 6THADDITIOA)
W ND SPEED: 170 mph, 3 SEC. GUST
EXPOSURE: "D"
CATEGORYII
INTERNAL PRESSURE COEFF 0.00
JOB:
DIXON RESIDENCE
7315INDI4N RIVER DRIVE
FORT PIERCE, FLORIDA.
PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St Suite #114
Port Saint Lucie, FL 34984
(772) 785-988B pwalchincRaolcom
Paul Welch, P.E. Fla Reg No. 29945
PLAN VIEW
EXISTING
—16' — 44' —
Q
I SETBACK
_
FROM L7Fr
SETBACK—~
FROMEMSTl.N'G IB'
9kLIFT
20kLIFT 16,
DOCK/DOATWILL
I
O OD
NOT PROTRUDE PAST
�y
O
(4) NEW 8"PILINGS
(4) NEW 12" PILINGS
for 9k LIFT
for DECD 20k LIFT
EXISTING
EXISTING
35' I I Gp —
SETBACK I I SETBACK
17315 5 INDIAN RIVER L
(FORT PIERCE, FL 34982
ism'
ram' '•� ,
MMIL
FEB 2' 7 2020
% PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
0984 BILTMORE ST. #114
PO' SAINT LUCIE, FL 34984
\-AUL WELCH P.E.
REG NO.29945
�
DECO Engineering Specs: DECO Aluminum - 2 Motor Lifts
A B C D F F r, H r
Lift Capacity
(Ibs)
UPpV
Drive
Winders
Cables
Cable
Motors HP
Motor
GearboxIn.
Gear
Belt
Lower
SPipes
Guide
Bunk
Piling
B
Beams
Shafts
Spread
P
Voltage
Pulley
Pulley
Ratio
Size
Beams
Pipes
Posts
Checks
Boards
ilV i
LiNMin.
t
(Q �)
(TEDjV)
Dia
Dia.
. x4" Be,
Is,
%6"
2 % TIP
() )
l.$"Alum
4,000
y' Thick
Sch. 40
Sch. 80
S.S.
78"
120V/13A
2"
10"
2Y0
37 "
4•x4• avx Y'
Sch40
80'
S18°I
2"x8"
48"/Min.
(8)
10'
Galy.
Alum,
1 Part
240V17A
to 1
Mick a
I
6' 2„
10' L 8.
.
6,000
" x ox
y"Thick
.
Sgh.4
2"
Sch. 80
%4"
S.S.
90"
(2) 1{p
120V113A
2"
10"
250
37
4'.6•aa Y.'
1.5" A lmi
S7'
80"
Sm. 11 or
M
2"x10"
(4)
12'
Guly.
Alum.
I Part
240V17A
to l
Tao u'
2�
IS°
12' L.
48"/Min.
8"-10"
10,000
x ox
y" Thick
Seh.4
h.
Sch. 80
h.
/16'
S.S.
114"
(2) % HP
120V/13A
2"
10"
250
37"
4•.6• R°.Y,°
I. "Alum.
Sch
80"
Small or
MgcL
$"x10'°
24'4Min.
(4)
14'
Galy.
Alum.
2 Part
240V/7A
to I
Thick,,
9'2"
1 °
1�•Lg
g"-10"
.
13,000
"x8-13.x
y,^Thick
.
Sch. 40
2'
Sch. 80
/6v
S.S.
114"
(2) Y4 (iP
120V/13A
2.5"
12'
aQ0
-
42"
4•.s^sat Y°'
'Mick
1.5" Alum.
Sch
1201'
Largq-180
rxIv
24'7Min.
(4)
�.
14'
Craly
Alum.
2 Part
240V/7A
to 1
9,2,,
or 24°
14' Lg.
8"-10"
16,030
y" Thick
Sch. ch. 80
Sch, 8 g
S.S.
138"
20 113
120V/13A
2.5"
12"
300
42"
This• RexY•
7ui1)FYJx3'
1.5" Alum.
Sch 40
120°
ergq'40
3"x 10"
24"/Iv1in.
(4)
16'
Galy.
Alum.
2 Part
240V/7A
to I
p) Fu-Ia•
2"
or 24°
16' Lg.
10°-12"
'
20,000
4•.s'gwk
Y Thick
1.5"
2"
�6b
(2) I NP
340
4•.5•Bo, Y,•
1.5"Alum.
120"
Large
3"x10"
.
(4)
4 Pilirlg
+Y•x3.0)
ob. 80
$ch. 80
S.S.
138"
120V/13A
SS"
120'
to
42"
nkmk+Y,^"3•
(2)FRJS
Sch40
or 24°
Lg.
16"/Min.
n_
IO 12"
FR-I
Galv.
Alum.
3 Part
240y/ A
W 6"
16'
20,040
4"x "'Box
1.5"
2"
�6"
(2) I HP
3g0
a•.s's°. Y.•
1.5"Alum
Lar e-I B°
3"x10"
(6)
6 Piling
�" Thick
Sgh. 8
$ch. B0
S.S.
138"
120V/l3A
2.5"
12"
to I
42"
'thick+Y-K3-
Sch 40
1201'
or 4°
2
6• L
1 g
M-
16"/ m.
10k,
16'
Galy.
Alum.
3 Part
V
tz)FR-Ise
T
m
L�
O
0
D>>a1=c
rZ�� mr
2) *, 3 M Note: The lift structure is designed to withstand wind speeds up toI80 mph per F.B;C. and
Z M n O r ASCE 7-10 provided vessels are not Stored on lifts during high wind events and the lift structure
0 n_ m n o is in full up position.
il) In w z =
A m r—:'I r'-Z All structural components of DECO Lifts consist of6061-T6 Marine Grade Aluminum, all
to • Wit: Z" fasteners and hardware are 304 Stainless Steel.
Piling Mount tp
he through bolted
with (2) %" bolts
�( (4 or 6 Loca6ens)
us
+>• co
IPECO Power Lift, Inc., 1041 Harbor Lake Dr., Safely Harbor. FL 34695
Bg0.2044178 wwwAccoboa liRcom
Mi..
Recommended
Wire Size
100•
2W
3W
400'
3/4-hp
y10
906
N/A
WA
1iw
3!4-hr
#12
910
ens
yob
22N
1-hp
na
#08
4D6
N/A
N/A
IN 2
2
y10
yos
y06
004
Y+t Nm
wy^ P�ncl
n]I n•ulw Vnilar
SaiWks
41110 7
ACE ENGINEERED 4 POST, 2 MOTOR BOAT LIFTS
PAULWELCH INC.
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT LUCIE. FL 34984
PAUL WELCH P.E.
Ft\r6L=tAry ID
FEB 2 7 2020
I i
STRUCTURAL ENGINEMING REYIEW
1LSa4m,vE 1- 0-/O
X1racar4varm JCJ
'Nmm,Gr,som4
NvcX4m116M r SVIDOS. PE Oeu
RA RVMe (b ®1
SIGNATURE NCT VALID WnHOI/T PM SEAL
PILE SPACINGCHAFIT
The boat center of gravity
needs to be set in the center
of the toD beam
Lift �PaGOV
1' DhnmI0n
"2' Dimen*n
@=eV1.0d
PBa DWmetem
Ltr.
K9.
. Ft
r M.
Ft
I W
I Irt
IMm•
,4.50D
2041
1 11
1 3.35
1 10
130•
8
2032
7000
1 0m
3175.
. 4540
T2
3.60:1
1 12
3.
12.5
3.81
10
'
254
14 000
1
7257
14
4.27
20.
9M
- 1
4
to
C.Ba
24 000
10 888
16
4.88
STAINLESS SrEEL PILING
THE
1I2tN:Un2ji
V
NOTE THIS STRUCTURE HAS BEEN DESIGNED FOR LOADS ASSOCIATED WITH AN LATIMATEWIND SPEED OF 180 MPH,ID(POSURE9V, RISKCATEGORYL
CALCUTATEDPER FLORRLFBUILDINGCODE 6tM1EDITION, 2017, ASCEISa7-10 AND ADM2515, SOATBSHALLNOTSesTOf® ON UM DURINOHIGH�
WAND EVENTS.
IN GENERAL. PILING PENETRATION TO BE 10' INTO THE SAND BOTTOM OR 5' INTO THE ROCK STRATA SUB -SURFACE CONDITIONS
CAFT VARY GREATLY. THE CONTRACTOR "LL VERIFY ALL PILE CAPACTIES. ALL PILINGS TO BE 2.5 C.CA PRESSURE TREATED WOOD.
0 0 0 0 000000
L1LTCAPAcm
TOP BEAMEACH
EL
CRADLE H EAM
BOARS
Pr}
CABLES
sPr1
�ABLE as°tE
BRcs
6
KHOIA�
M P
VOLTAGE
opp�("1�Fr
PBTMIR-
wL NG
SIZES
LBs
K9
INCHES -
- -MM
INCHES
mm
-
MM
IR
MM-
HGTH
4,500#
20411®
4Hx.15 -
2Wx.23
immx3.8mm
50.Bwx6.8mn
6Hx.19
4WX29
152.4hx4.8mm
101.6wx7.4mm
01
2Sm5HX.15
2.314 HP
120V2/20pA
. 140'0
3:Bm GAL
'T20'LGTH-
308m GAL
6.
ST
T
7i5
4-77.�9mm
X4.TXn STST
IPART
�
i
�IE
-
27'8'poW7,000#
685.8mm
2032mn
127hx3.8mm
6Hx.19
152Ahx4.8mm
HP
3175x0
2.25Wx26
'x153.OAL
572wx6IXnm
'
4WX.29
'T44'LG1A
101.6wx7.4mm;
'
12-1
'240Vtt0A
x39'mAOL
31Tm GAL
6
T'
:4S
10,000#
45381rA,
6Hx.17
15241R42w
6Hx23
2032BX51,m
2-314HP
2.5Wx29
x T53'0
63.5W AM
Sam Da
5WX.35
'150'Lm
127wx6.9mm
3.Bm GAL
...
4-55//II6'
4.7.94nmB
110'
2.8m
Ef
.-o+
€�
�s
,120V//1p0pp
240V718A
12.1/C
7Nx.17
17791Ax4.3mm
8HX25
2U3.4n x 6.4mm
14.000#
635019
2.7
65.9WA
1 7wx
x30'STST
2PART.
x9.2mffr
2PART
317Smm
t5Wx.41
04mm
ce
6 Hx.19
2032hx4.Bmm
-IOHx25
254hx 6.4mm
16,000#
7257IO
3Wx.35
x 153`0AL
762wx8.9mn
3.9m0AL
MA1
19-LGP
152AVA00.4mmIT
4.3m0AL
w
g
tV
rg
m
z
�y.
2-1HF
21MICA
•254 m
20.000#
907119
8 Hx2S
2D32N6.4nrn
10Hx.25
254hA4mm
1524wx10Am
3.75WXAI
x 17lOAL-
95.3Wx10.4mm
45m0AY
SWx.41
"IWILCM
4.9-m0
4- 19
x4y6S/7Si
3 PART
F7.94mr9
9.7m ST ST
1E2'
3.im
o
^.o�
g,
22S'
8 H x25
2032 vMw
10 H x.29
254W.4mn
24.0000
108B649
3,75 WxAI
95.3wx10.4mm
BWx.60
152.4mI2.7mn
gos
x20T CAL
5.TmOAL
'wLem
4.9m0AL
&-
k
134'
ACE Boat LiffS 7990 Mercantile Street, North Fort Myers, FL 33917 Pub. 1-30-2018