HomeMy WebLinkAboutWind Load CertificationENG/NEER/NG SUBM/TTALS
NOVEMEM 19, 20f9
WIND LOAD CERT/FICAT/ON.'
CODE.' FBC 20 l7/FRC 20 f 7/ASCE7- f 0
(FBC 6Ta EDITIOl9
WIND SPEED., 1701pH, 3SEC. GUST
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1984S.W. Bx"Wowsr. sun of 14
PomrSkimrLuCre, FL 34984
0707850888 pwelchinc@aol.com
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Marinc&Enirommcpttalcomulting Date:9124119
88 AQUA RA DRIVE 2537SEAlfomoAv PortSGLucirFL34952
Ph(t—n)183-2950
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Dock Section Thru
Live Load 40lbs. / Sq Ft
Dead Load 51bs. /Sq Ft
SGL Bolts, Nut,
ashers5/8" H.D. —
Galy. Or S.S. (304) w
Nut Fully Threaded
2"x 6' SYP, .40 ACQ
Decking #1 Grade w
Minimal plank spacing.
\ Fasten w #10 3' SS (304)
Screws, 2 per Stringer
Pilings jetted to a minimum depth of Wand as
necessary to provide adequate bearing and stability
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SKIDMORE
JENSEN BEACH
2' x 8" P.T. SYP, .40
ACQ treated stringers tc
be butt jointed, butt
joints to be staggered.
- 2' x 8" P.T. SYP, .40 -
ACQ treated DBL bents
-Min. 8" Dia. 2.5
CCA treated piles
Design Wndtoad Information
Code: FBC 2017 6Ta ADD/FRC 20171
ASCE 7-10
lMnd Speed., 170 MPH, 3 Second Gust
Exposure D"
Importance Factor. 1.0
Internet Pressure Coeff.: 0.00
Height: <10 Ft. Mean
Dock Plan View
VARIES
Stringers 24'
O.C. Max
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Center SMnger(s) toe Nailed w (2) #16 SS
(304) Ring Shank Nails @ Each Bent, OLZs
Stringers Face Nailed w #16 SS (304) Ring
Shank Nails, Inside or Outside Stringers LU
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Marinc c7 Environmcntal Consulting
2537SEAlfonsoAvePort&LudS171.34952
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Date. 9124119
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NOTE: LOAD SHOULD BE EVENLY DISTRIBUTED BY MOUNTING OPTIONS: CABLE ROUTING:
POSITIONING THE CENTER OF GRAVITY DIRECTLY
(B) IN THE CENTER OF HELIFTWGBEAMS ASSHOWN PILINGMOUNT SIDEMOUNT
IN THE ILLUSTRZATION ABOVE 5K, 7K 10K, 13K,1
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DOUBLE PULL
OPEC DRIVE
UILDING CODE:
FBC 2017 (0 EDITION)
NEC 2014 (NFPA70)
NAME
DATE
DRAWN
ACC
2-2-18
CHECKED
PROPRIETARY AND CONEIDENTNB
THEINFORMANON CONTAIN® IN THIS
DRAWING BTNESOLEPROPSMOF
TIDETAMERMUSTRIES ANY
REPRODUCRONIN PART OR AS A WHOLE
WRHOUf THE WRRTEN PHIM590N OF
TIDETAMIUOINDUSTRESISPROHMITEO.
PH: 800-325-1116
FAX:252-747-4377
TIDETAMER.COM
P-Om BOX 1118
SNOW HILL, NC,28580
ENG APPR.
COMMENTS:
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