HomeMy WebLinkAboutWind Load CertificationENGINEERING SUBMITTALS
June 10, 2020
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ZN WIND LOAD CERTIFICATION -
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CODE: FBC /FRO 2017/ASCE7--10 /NEC 2014
(FBC 6THADDITIOA9
WIND SPEED: 170 mph, 3 SEC. GUST
EXPOSURE- "D"
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PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St Suite #114
Port Saint Lucie, FL 34984
(772)785-9888 pwe/chin@aolcom
Paul Welch, P.E. Fla Reg No. 29945
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BREAD ; Jerner&Associates,Inc. SHEETI
Marine& Environmental Consulting Date:11122119
220 RAMIE LANE 2537SEAIfomoAva Port St Lade,FL34952
Pls.(772)283-2950
PORT ST LUCIE [Y'rg? `t SKr JERNEWULLSOUTH.NET
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220 RAMIE LANE
PORT ST LUCIE
lJ ]erner &Associates, Inc
Marine er Environmental Consulting
2537SEAlfonsoAva Port St. Luck,FL34952
Plh(772)253-2950
IERNERNELLSOUIH.NEI
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BREAU Jerner & Associates, Inc. SHEET 3
Marine &Environmental Consulting Date:11122119
220 RAMIE LANE 2537SEAIfomoAve. Port StLudcFL34952 REVISED613120
Ph(772)283.2950
PORT ST LUCIE JERNER@BELLSOUTH.NET
um 1:1 penetration
Into sandy soil
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Design Windload Information
Code: FBC 2017 6TI/ ADDI FRC 20171
ASCE 7-1 0
Wind Speed: 170 MPH, 3 Second Gust
Exposure D"
Importance Factor., 1.0
Internal Pressure Coeff.: 0.00
Height: <10 Ft. Mean
BIL
I LUCIE, FL
WELCH P.E
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3" Washer
5116"X 3"Lag Screw
BREAU
220 RAMIE LANE
PORT ST LUCIE
(24"
Anchor
t'r.3i
Blue Marlin 2",
Fitter orSimilai
Mudline/MHWL
5,
3"X B" Outside
TIE Backs @ 5' O. C.
3"X 8" WHALER
6'
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1'
MHWL
CMI
9900
SERIES
OR
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Tie Rod 5/8"xl6" HDG' S
Through Bolt, 4' O. C. /16" x 3"Bolt Tie Rod
L19g►61tiTPA W93r/�WELWJ WI
#14x3"S.S. Screw
(2 every 18")
' Jerner&Associates,Inc.
Marine & Environmental Consulting
2537SEAlfansoAva Port SLLaeie,FL34952
Ph(772)283-2950
JERNERNELLSOLITH.NET
2"X 12" Cap Board
Tie Rod
!\
ShoreGuard Inside Wale
COMPOSITE /."X 12'
FASTENED W 2 PCS. SS
SCREWS @ 18" O.C. MAX.
Date.,
REVISED 613120
SHEET 4
Pier Section Thru
Pier Plan View
Live Load 40 lbs. / Sq Ft
Dead Load 5 Ibs. / Sq Ft
4'
SGL Bolts, Nut, o
Washers5/8"S.S.—��3�._._._._�: ._._._._._._:�:ii. \ N
(304) w Nut Fully
Threaded _-.Vol --- -:_: --- ,.
4'
Composite Decking w
minimal plank spacing.
.� Fasten w #10 3"SS (304)�
•- -� Screws, 2 per Stringer
2"x 6"P.T. SYP, .40 il-x y a m
ACQ treated stringers to . Z+ M
be buttjointed, butt (7 L5 LLJ
joints to be staggered. —jy° O'o�
2"x8"P.T.SYP,.40 =UwLa=N
_.._.._.. .._.._ .,_MLW._.. ACQ treatedDBLbents� WUw �z
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GRADE Stringers24" j a
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Min. B"Dia.2.5 O.C. Max
CCA treated piles Center Stringer(s) toe Nailed w (2) #16 SS (304) Ring
Shank Nails @ Each Bent, Outside Stringers Face Nailed
w #16 SS (304) Ring Shank Nails Inside or Outside
New Pilings jetted to a minimum depth of Wand as
necessary to provide adequate bearing and stability
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BREAU
220 RAMIE LANE
PORT SIT LUCI E
Design Windload Information
Code: FBC 2017 6TH ADD/ FRC 2017/
ASCE 7-10
Wind Speed: 170 MPH, 3 Second Gust
Exposure "D"
Importance Factor: 1.0
Internal Pressure Coeff.: 0.00
Height: <10 Ft. Mean
i Jerner & Associates, Inc. SHEET 6
Marine& Environmental Consulting Date:11122119
-25375EAIfonsoAvc Port SL Lude, FL34952
Ph(772)283-2950
JERNER@BELLSOUTH.NET