HomeMy WebLinkAboutWIND LOAD CERTIFICATIONENGINEERING SUBMITTALS
December 5, 2018
WIND LOAD CERTIFICATION:
CODE FBC 2017 6TH ADDITION/ FRC 2017/ ASCE
WIND SPEED: 170 mph, 3 SEC. GUST
EXPOSURE:"D"
IMPORTANCE FACTOR: 1.0
INTERNAL PRESSURE COEFF.: 0.00
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIANCE
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
lo NO INSPECTION WILL BE MADE
THESE PLANS AND ALL PROPOSED WORIC
ARE SUBJECT TO ANY COnREC-110NS
REQUIRED BY HELDIivSV2CTORS iMT
KAY 111E NECESSARY IN ORDER TO
COWLY WITH ALL APPLICABLE CODES..
CONCFALED FASTENERS OR ATTACHMENTS
JOB: ARE THE RESPONSIBILITY OF THE
FARINELLI RESIDENCE CONTRACTOR OF RECORD
10701 S OCEAN DR 863
JENSEN BEACH, FL
SCANNED
BY
St. Lucie County
PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St. Suite#114
Port Saint Lucie, FL 34984
Phone (772) 785 - 9888
Email — pwelchinc@aol.com
Paul Welch, P.E. Fla Reg. No. 29945
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10701 S OCEAN DR 863
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10701 S OCEAN DR 863
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Pier Section Thru
Live Load 40 lbs. I Sq Ft
Dead Load 5lbs. ISq Ft
SGL Bolts, Nut,
Washers 518" S. S.
(304) w Nut Fully
Threaded
2" x 6"SYP, .40 ACC
P;4
Decking #1 Grade w plank spacing. Fasten
• •;, #10 3" SS (304) ScreH
v' 2 per Stringer
Pilings jetted to a minimum depth of 6' and as
necessary to provide adequate bearing and stability
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FARINELLI
10701- S OCEAN DR 863
JENSEN BEACH
. 2" x 8" P.T. SYP, .4
ACQ treated stringer.
be buttjointed, but
joints to be staggere
_ 2"x 8" P.T. SYP, .4
ACQ treated DBL be,
_Min. 8" Dia. 2.5
CCA treated piles
Pier Plan View
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Center Stringer(s) toe Nailed w (2) #16 SS (304) Ring 10
Shank Nails @ Each Bent, Outside Stringers Face a.
Nailed w #16 SS (304) Ring Shank Nails Inside or
Outside (See Nail Pattern Below)
18" 18" 1
�rr*1 +
- — 1""=1U"
Jerner & Associates, Inc. SHEER
F— Marine&Environnientalconsulting Date::1015118
l 25375EA1fonsoAve. Port St. Liu0L31-52
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