HomeMy WebLinkAboutWind Load Certifications; Engineering SubmittalsENGINEERING SUBMITTALS "I 111020
January24, 2020 ST Lucie County, permitting
WIND LOAD CERTIFICATION.•
CODE- FBC/FRC 2017/ASCE7-10
(FBC 6mADDITION)
WIND SPEED: 170 mph, 3 SEC. GUST
EXPOSURE- "D"
CATEGORYII
INTERNAL PRESSURE COEFF.• 0.00
JOB.-
BURLEYDOCK/LIFT
206 OLIVEAVE.
PORT ST. LUCIE, FLORIDA 34952
REVIEWED FOR
PAUL WELCH INC. CODE COMPLIANCE
Mechanical Electrical Civil EngineenngST. LUCIE COUNTY
1984 SW. Biltmore St Suite #114 BOCC di:p
Port Saint Lucie, FL 34984
(772) 785-9888 pwelchinc®aolcom
Paul Welch, P.E. Fla Reg No. 29945
PROPOSED
AUGUST 23, 2019
Data of SNnornad
LOT 34
Block 19
(Occuplmj_
LOT
cw.
eellAAl B.BFNNETT
Prorn3ald S[rwlvr um"r
norldr ill N 7 Nu BSSd
1B Na lda8
LOT 32
Block 19
(OCCUPIED)
LEGEND
CL + [ENIENNE WpR OF WAY CONC+ CONORM
EP + EOEE OF PAVEMENT
i WATER vrnut
FlRC + FOUND S/B'IRON ROD
A/C s AIR CONINTONER PAD
& CM (VNNweEFRO)
av CNIN4 UNN FENCE
FR + FOUND SA' IRON ROD
WF + Mob FENLE
((UNNUMBERED
MF + METAL FENCE
nPC = FWNO_t/2' I ON PIPE
& CAP (UNNUMBERED)
S + PLUS MUMS
FR + FWRIOA ROOM
FlP +FWNO.1/Y.RON PIPE
O +LIARBO%
(UNNUMBEAEO)
B WaOOEN UDNT POLE
-Ole-- OVERM"O UTUT, 11RES
D + DELTAAN=
0 - Y/DOO POACR POLE
l + ARC. IENTI
Cw - CENERATON FAO
R + RADIUS
LEGAL DESCRIPTION:
LOT 31 BI= to. RIVER PARK UNIT 2 ewrNM, to thu moo a Pat Manor, as
WaOea N Plat BI M le.. at Pape(4) 72, of Inc PY011c Redard4 of St liar C-M, Fed..
LOT AREA: I5'
,Sa2 Sa, Fly PYs Avesf
STREET ADDRESS: 206 WM A.auq PYt St. L 61 Fordo 34952
SURVEYORS' NOTES:
1. Bemtnae ehWn hcoon pa.Wead DTI the cemefne RP Dean Avenue ee P.H.f and Irma
N l9 2 "an I an n sdImmivn tp46 P 4Pw a aaa ecatl nmadmra ne mtl e'etmc.anot to be
rcdcd for was and I And/or e alan Da10 m
1 Ae auto a penIp RAW retl hM ere crnsdent rRn roIN` am
4. FCI epb u W N 40 noied
a A -ma,hl ,pp
l WW Nm+otu r ll[ M< Nqand uIQm'ol 'Aland xa al at a Flwltla
Swnsed.5urwy1. ba Neer,
B. Thh,wrvey ie based open did by this de.. tl by Me dlml, Mere hm Caen nD
eemm er tMt pupllCtrecP'w em a. Mh ex
0. prapety Sm Fmi ly P Imo Number
as scalar 2111CO orn Ne an efl ntimdater f F Pmau, 1
Rota Ypp. tanmanity Paid Number 12111CO2a0 J. idMm efl4cdw date el iebruary ID,
ID12
T. aty aNrvey le not wend by le Imdmd IopiGly inauronm
B. NO ndar & aeMa p amlapr A NH area.
B. NO undnywna utuNk! or MNprweminte ree lawlw unln4 aUer'alSi mean..
CERTIFIED TO:
AARON JAY -BURLEY & KAABERLY LYNNE GRIFFIN:
CHICAGO TITLE INSURANCE COMPANY and
FIDELITY NATIONAL TITLE OF FLORIDA. INC.. Chelsea Title Division
Oala al tm111dd vnNIc OB/22/2G1G
Cc Is ett
Ba1M11 SulnphloM Klee
1W AlolfAmvl
+b' RRtm 311I
hG 7ll AYm
Wrol: tienetmmeylrgaFmlmmn
Beuvduy BY2vay
an . aNd.F off
Chelsea Tide. a division Of
EMT of Florida, Inca
neNl ip
JDp No,; 18-0811
Unarm WE
odc uu 23 2019
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C=DUWEUg
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dUHU
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J
Q
IL
PLAN VIEW
TOTAL Sq FOOTAGE OVER WATER:338
DOCK 1511
ACCESS: 40
LIFT. 144
4=s1 G APPROACH to DOCK
APPROACH TO BE 8"
ABOVE GROUND 8" PUJ14GS
PCN 3419-511-4264-688-9
BURLEY
216 OLIVE AVENUE
PORT ST LUCIE, FL 34952
-12'-
O 0 9. LIFT' PILINGS
I$k LIFT
.J
PILINGS
PAUL WELCH INC.
MECH•ELECT•CIVIL ENG
1984 BILTMORE ST. Pel14
PORT ST. LUCIE, FL 34984
PAUL WELCH, P.E. FLA REG NO 29M
MEWL
F.-]lux --�'
aALY$: co^
JAN. 2 4 2020
CROSS SECTION ACCES� -'
PCN 3419-510-0264-000-9
BURLEY
206 OLIVE AVENUE
PORT ST LUCIE; FL 34952
PAUL WELCH INC.
MECH•ELECT•CIVIL ENG
1984 BILTMORE ST.''0114
PORT ST. LUCIE, FL 34984
PAUL WELCH, P.E. FLA REG NO29M
GALV BOLTS
'ALV THRU BOLTS
IA
JAN 2 4 2020
CROSS SECTION - 5' DOCK
5.
-.8" PILINGS
2x6DECKING; SCREWED SSA
— 2x8.STRINGERS-
1/855 or GALV BOLTS
O
O — 7.5/8 SS or GALV
THRU BOLTS
2x8 CROSS MEMBERS /
MHWL
MLWL
. 8" PILINGS
MINIMUM 6 PENETRATION INTO SEA BOTTOM
PCN 3419-516-1264-ll-9
PAUL WELCH INC.MEC
��
BURLEY
296 OLIVE AVENUE
984BILLTMOREIST E114
O
PORT ST LUCIE, FL 34952
PORT ST. LUCIE, FL34984
PAUL WELCH, P.E. FLA REG NO 29945
J AR 14 2020
ACE EN'G1Nv.cRED 4 POST, 2 MOTOk-dOAT LIFTS
PAUL WELCH INC. tz Lv I tS'N b
MECH-ELECT•CIVIL EN% amuc uRulmmxaaRmoR v
198413ILTMORE ST. "P114 nascasmcm ws�w o rrmA xw nWxuroa
PORT ST. LUCIE, FL 34984 cvzxAaOcnm wwva1o04wmavwafwnxn
Mm1Oy 9,).O W'lac 1nna1,MM'A10.WgA5Q/Sa>-
r(ee1xMY15M9onmamcMas rown,slwUnEW
CIA] 11 N7FI (:N P F FI G RFti N()iQA4-Pf-a.�uvw,rewvnsr>fnav�®,.n,.n,narea nee�„r
axsme.yve
.x..av,wvme
vw�xaan.,sw
it, PC Dxa
SIDNAIURENDTVADO
Wm1WT1W5EDaE1L
PILE SPACING CHART
The boat center of gravity
needs to be sat in the center
of the too beam
LIR CapecBy
1' Dimembn
D'unelsbn
Pilo Dlameleem
U%
K9.
I PLI
M
I R
M
In.
Mm
4,1500
2041
M
3.35
1
.0
6
2032
7000
10 Ne
3175
4510
12
3.BB
12
125
3.81
10
254
4000
.:ES
7257
14
4
11
16
4.68
24000
10 BB8
1
4.86
U
NOTE THIS STRUCTURE HAS BEEN DESIGNED FOR LOADSASSOCIATED"THAN ULTIMATEVNNDSPEED OF IN MIPREXPCSURET.;IISKCATEGORYI,
CALCULATED PER FLORIDA BUILDING CODE em EDITION, 2017, ASCEIS07.10 ANDADM4015 BOATSSHALLNOTBESTORED ON UF1S DURING MGH
VMO EVENTS.
IN GENERAL. PANG PENETRATION TO BE 10' INTO THE SAND BOTTON OR 5' INTO THE ROCK STRATA. SUB -SURFACE CONOIHONS
GW VARY GREATLY, THE CONTRACTOR SHALL VERIFY ALL PILE CAPACMES. ALL PILINGS TO BE 2.5 C.CA. PRESSURE TREATED WOOD.
O .O OI O O O O
UFTCIIPACHY
TOP BEAM
CHANNEL
CRADLE -BEAM
BUNK'
CABLESBE
CABLE
GUOp
ORNE
WNDER
A1010R
INCI9:5
RECOM
.2.EACH
.2EACH
BOARDS
IPn '
:
�SPREID,
POST
HGTH
BRG9
,
SHAFT
, 'DIA'
VOLTAGE
`INOWSS
PER
... PILING
-
Us
K9
N
MM
I
MM
. INCHES ..
MM...
IN
MM.
4,500W
20411®
2WX23
Bwx6Rmm.
4WX29
5B15
101.9Wx7.4mm
90'
2.Sm
-
'.2-374
oWA
140.OAL
Me DAL
120PLGTH
3G5m DAL _
4-6 P
x15P
1
4.77,99mmmmG
H�49MOT
PART-�
�
€e
-'
24OW=
27'
6B52mm
gB ppMM
2W2mm
5 Hx.15
1270K3Rmm
8Hx.19
152A0x4.Bmm
2.1 HP
7,0000
9175I9
225 Wx26
672wxfl6mm
"X3SMAOL
gWx.29
101.6wx7.4mm
(gyp
A'
X15TOAL
144'LGRI
32m GAL
b
m
t3
S
;2440
10.0000
6Hx.17
15MM4.3mn
BHx23
2032Az5Bmn
2-3/4 HP
453610
25 Wz29
63SW AM
5Wx.35
127wx69mA
sa
/3p
-x 153.OAL
3.>Dn OAT:
'150'LGTH'
3.BmML
-?
4• 6
4-7.94mmB
110'
.
2Bm2
fu^
€�
'2240Vlt0AA
'
7Hx.17
177MM43m
8H
14p000
630 x9
2.iN65.9Wx7
1
AZAST�
317.5m
150'LG7N
GBmOAL
2 PART
.
-o.�..
m
8 Hx.19
2032x4.Bm
lOHx25
254Rm6.4mm
18,0000
7257 xA
3Wx.35
'
7fl2wx8.9mm
8Wx.41
152Awx10.4mm
>
''pp
x 153'CAL
3.9m DAL
'168-LGTH_
4.3 m OAL
g
Sg
g.,.
ti
m i.
m
��
120V720A'
240110A
4rt�°a'
x0
8Hx25
203.21M8.4mm
1D Hx.26
254DxfiAmm
152.4wx1O.4mm
20,0000
9071
3.15WxAl
95.3MICAma
'6Wx Al
4- 6•
4-7.99nxnB
122'
3.1M
x 177 DAL
4.5m DAL
192'LGRR
4.9 m DAL
X4S' ST
9 P T
-7.943.7m ST8T
3 PART
o
9•
228.61M
'
8 H K25
2039Mfl4mm
1O Hx.29
254AX7.4am
24,00001
D886103.75WxAl
95.Swx10.4mm
6Wx.EO
152AWx12.7=
134.
3Am
8i'm
x201 DAL
SAMOAL
19VLGTH
4.9 m DAL
k
ACE. Boat LiftS 7990.Mercantile.Street, North.Fort.Myers,.FL 3391.7 Pub. 1-30-2018.
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