HomeMy WebLinkAboutWind Load Certification1
ENGINEERING SUBMITTALS
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WIND LOAD CERTIFICATION.'
CODE'.• FBC 20 f 7ZPRC 20 f 7/ASCE7- f 0
(FBC 6TR EDITIOA9
VWINDSPEED.• 170mpm, 35EG GUST'
EXPOSURE.' "D"
CATEGORYO
WTERNAL PRESSURECOEFF: a00
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DEC 0 3 2019
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Dock Section Thru
Live Load 40lbs. /Sq Ft
Dead Load 5lbs. / Sq Ft
SGL Bolts, Nut,
,_-Washers 5/8' H.D.
Galy. OrS.S. (304)
Nut Fully lhreadec
2'x 6" SYP, .40 AC(
Decking #1 Grade x
R Minimal plank spacint
\ Fasten w #10 3'SS (3
Screws, 2 per Shingc
Pilings jetted to a minimum depth of 6' and as
necessary to provide adequate bearing and stability
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2' x tY P.T. SYP, .4
ACQ heated stringer
be butt jointed, but
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_ 2'x 8'P.T. SYP, .4
ACQ heated DBL be,
Min. 8' Dia. 25
CCA treated piles
Dock Plan View
VARIES
Design Windload information
Cade: FBC 2017 6mADD/FRC 2017/
ASCE 7-10
Mad Speed.. 170 MPH, 3 Second Gust
Exposure D"
Importance Factor. 1.0
Internal Pressure Coen: 0.00
Height. <10 Ft. Mean
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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 Naffs, Inside or Outside Stringers
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BUILDING CODE:
NAM
DATE
FBC 2017 (0 EDITION)
DRAWN
ACC
-2_18
NEC 2014(NFPA70)
CHECKED
PH . :800-325-1116
ENG APPR.
PROMErARY AM CONFIbENIIAL
FAX:252-747-4377
MOM:
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DRAWNG IS THE SOLE PROPERTY OF
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YIDETAMERINDUSMES. ANY
SNOW HILL, NC28680
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