HomeMy WebLinkAboutWORKSITE PLANSENGINEERING SUBMITTALS
NovEaf mV5, 2019
WND LOAD CERTIFICATION.'
CODE.•FBC2017,e -RC2017ZASCE7-10
(FBC 6'$EDITIOl9
DWINDSPEED.• 1701IPH, 3SEC. GUST
EXPOSURE. "D"
CATEGORYII
INTERNAL PRE3SURECOEFF. O.00
JOB.,
JANET TABBERT
114 RIO MAR CT.
PORTST. LUCIE, FLORIDA
SCANNED
St. Lucie County
File Copy
ReVl(q((WED�® 3
CODE COMPLIANCE
ST. LUCIE CO NTH°
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PAUL WELCHINC.
MECHAWCAL la Cn UCAL CM[. MV6fiYZW ING
1984S.W. BILIMO)Wsr. SUM0114
PoerS.vNrLuciE, FL34984
07078"888 pwelchinc@aaol.com
PALL WELCH, P.E. FLAREGNo. 29945
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JANET TABBERT
114 RIOMAR COURT
PORT ST LUCIE
Jerner &Associates, Inc.
�- !- - Marinc&EnvironmentalConsulting
2537SEAIfonsoAvc Portst Ludc,FL34952
Li Ph(772)183.2950
i ERNEWBELLSOUTHIVET
Date, 412119
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/PAUL WELCH INC.
MECH-EL CT -CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH P.E.
in1 n FLA REG NO.29945
REVIEWED FOR
CODE COMPLIANCE
Bocc
AgTIF RAY
WAI W1D'
RESORCESURVEYPERPORMED 7/19/19 BY BRUCE
JERNER. PROJECTSITELS894UOSH70
FRESHWATER wnHBARRENSRTYSEDIMENr
THROUGHOUT. NO SA OBSERVED
JANET TABBERT
114 RIOMAR COURT
PORT ST LUCIE
r II' Jerner&Associates,Inc
_I Marinc&EnWronmcntalConsuldng Date: 4/Z/19
2537SEAIfontoAm. PonSt L udr,FL34952
PILM)283-2950
JERNERNELLSOUTHNET
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PAUL WELCHINC.
MECH-EL CT -CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH R.E.
FLA REG NO.29945
NOV 062019
t. F
M/nimum 1:1 penetratlon Into sandy soil
Design Windioad Information
Code; FBC 2017 6TH ADD/FRC 20171
A SCE 7.10
Wind Speed., 170 MPH, 3 Second Gust
Exposure D"
Importance Factor. 1.0
Internal Pressure CoeA.: 0.00
Height: <10 Ft Mean
SECTION THRU
3" Washer
5r16'X 3'Lag Screw
Tle Rod
JANET TABBERT
114 RIONAR COURT
PORT ST LUCIE
CAP
Bore Martin 2'
Fil(erorSbnlla
CCA
7 PILE
5'
518" x16" HDG
Through Boll, 4' C
Mudlim
— TIE Backs @ 5' O.C. —►
3'X8"WHALER
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SHORELINE
425
SERIES
OR
SIMILAR
y'
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s
5116"x 3" Boll
O l/Lrx"L:; " CLC Vf11 IIIIV
2"X 12" Cap Board
914x3"S.S. Screw
(2 every 18")
Jerner &Associates, Inc.
r -- �-- -- Marine& Environmental Consulting Date: 9/2/19
'r I 2537SEAIfonsoAvc PortSL Ludc,FL 34952
Ph.(772)183.2950
JERNER@BELLSOUTHNET
Thread
1
Pier Section Thru
10,
Live Load 40lbs. / Sq Ft
Dead Load 5lbs. / Sq Ft
SGL Bolts, Nut,
Washers 5/8" H I
NutOr ugly Th S. (304
Nut Fully Thread
_ / 2" x 6"SYP, Compo
f rDock. Minimal plat
spacing. Fasten w #
\ SS (304) Screws, 2
Stringer
Pilings jetted to a minimum depth of V and as
necessary to provide adequate bearing and stability
H H
JANET TABBERT
114 RIONAR COURT
PORT ST LUCIE
. 2" x 8" P.T. SYP,
ACQ treated stdngt
be butt jointed, b
joints to be stagge
- 2" x 8" P.T. SYP,
ACQ treated DBL t
-Min. 8" Dia. 2.
CCA treated piles
Desian Windload Information
Code: FBC2017 6TMADD/FRC 2017/
ASCE 7-10
Wind Speed: 170 MPH, 3 Second Gust
Exposure "D"
Importance Factor. 1.0
Internal Pressure CoeH.: 0.00
Height <10 Ft. Mean
Pier Plan View
VARIES
LL
® J
®a
W
W
W W
¢0
0
Center Stringer(s) toe Nailed w (2) #16 SS (304) -ask
Ring Shenk Nails @ Each Bent, Outside Stringers \ x
Face Naliad w #16 SS (304) Ring Shank Nails
r
jerner &Associates, Inc.
r—
Marinc&EmironmentalConsulting
2537SEAIfonsoAm PorSLLudi;K34952
Ph(772)283.2950
fERNER@BELLSOLITH.NEr
Date. 412119
SHEETS
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