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,11/,472020 6:16 PM FROM: Office Depot #151 TO: +17724621578 P. 6
ENGINEERING SUBMITTALS
August 27, 2020
WIND LOAD CERTIFICATION:
CODE: FBC / FRC 2017 /ASCE7--10 / NEC 2014
(FBC 6''HADDITION)
WIND SPEED: 170 mph, 3 SEC. GUST
EXPOSURE: "D"
CATEGORY 11
INTERNAL PRESSURE COEFF. 0.00
JOB:
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1092 NETTLES B V .
JENSEN BEACH, FLORIDA
ODE COMPLIANCE
PAUL WELCH INC. ST. LUCIE COUNT
Mechanical Electrical Civil Engineering �
1984 S.W. Biltmore St. Suite #114 ` L-�
Port Saint Lucie, FL 34984
(772) 785-9888 pwelchinc@aol.com
Paul Welch, P.E. Fla Reg No. 29945 .
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,11/4720,20 6:16 PM FROM: Office Depot #151
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PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH P.E.
FLA REG NO.29945
AUG 2 7 2020
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PROJECT SITE ONJUL Y 31, 2020 BY BRUCEJERNER
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ALUMINUM LADDER
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Jerner &Associates, Inc.
Marine G Emvironmenral Consulting
2537SEA)fonsoArc. Poj•tSt.Ludc,FL34952
Ph.(772)283-2950
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Live Load 40 lbs. / Sq Ft
Dead Load 5 lbs. / Sq Ft
SGL Bolts, Nut,
Washers 3/4" S.S---------
(304) w Nut Fully q
Threaded
SYP Decking w Minimal
plank spacing. Fasten w
#10 3" SS (304) Screws,
2 per Stringer
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2" x 8" P. T. SYP, .40
ACQ treated stringers
2"x 8" P.T. SYP, .40
ACQ treated bents
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CCA treated piles
Dock Plan View
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Design Windload Information
Cade: FBC 2617 6TF1 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
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Stringers 24"
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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 Stringers
Jerner 6N Associates, Inc.
h4arinc& EnviromncnralConsulting
3537SEAlfonsoAve PartSL Luck, FL34952
Ph.(772)283.2950
JERNER@BELLSOUTH.NET
Date. 8/3/20
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