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RECEIVED
May 17, 2019
JUN 0 6 2019
WIND LOAD CERTIFICATION: Sr. Lucie County, Permitting
CODE FBC 2017 6TH ADDITION/ FRC 2017/ ASCE 7-10
WIND SPEED: 170 mph, 3 SEC. GUST SGHNNtCi
BY
EXPOSURE:..D., St. Lucie Countk
IMPORTANCE FACTOR: 1.0
INTERNAL PRESSURE COEFF.: 0.00
JOB:
RIVERBEND LOT 16 : FIL C"y...i-
PALM CITY, FL
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COU
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PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St. Suite#114
Port Saint Lucie, FL 34984
Phone (772; 785 - 9888
Email — pwelchincng,aol.com
Paul Welch, P.E. Fla Reg. No. 29945
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RIVERBEND LOT 16
PALM CITY
Design&Drawingbv:
]ema & Associates, Inc.
Environmental Consulting
2537SEAI(onsoAvc. PorlSt.Lucie, FL34952
Ph(772)283.2950
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Date: 2,127119
Sheet 1
PL - - _ _ - -
APPROXIMATE RIPARIAN LINE
— ----.------ --------'r'-.--..---.-`- _.--_.-._--------.
PERMITTEE TO ABIDE BY
STANDARD MANATEE
CONDITIONS FOR ALL IN
WATER WORK
WEIGHTED T UMOTY CURTAI N
DEPLOYED AROUND AREAS OFAOTIVE
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PL
PILE JETTING TO REMAIN W PLACE
UNTIL TURBIDITYSUBSIDES TO
BACKGROUNOLEVEL
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CvC o 2 040'
O� 140'X4'Access ---- —._.--
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-------------- — —----------------------- —-------------------- -----
APPROXIMATE RIPARIAN LINE
140' X 4' Access
DECK EL. 4' TO 5'
ABOVE MHW
10'X 16,
RIVERBEND LOT 16
PALM CITY
SECTION T14RU
SEAGRASSSURVEYPERFORMED
4112119 BY BRUCE JERNER. NO
SA OBSERVED WITHIN 50' RADIUS
OF PROJECT SITE
WATER DEPTHS
INCREASE TO CHANNEL
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Daign&Drawinghy:
]erner & Associates, Inc.
7,4 Environmental Consulting
r' y 25375EAlonsoAvt.. Port St.Ludc,FL3495-
Ph.(772)283.2950
` mail@jerner.net
Y' = 30'
Date: 2127119
Sheet 2
HANRAILS W PICKETS WHERE DECK
HEIGHT > 30" ABOVE GRADE
V X 6"LUMBEROCK CAP SECURE
W #10 x 2112" SS SCREW 18" O.C.
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"X 4"HORIZONT4LS
Pifes 12'Max O.C.
d WASHERS TOP 8
BOTTOM 2"X 4"
(2) #10 x 2 1,12" SS SCREWS
TOP 8 BOTTOM / PICKET
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Pier Section Thru
Live Load 40/bs. / Sq Ft
Dead Load 5lbs. / Sq Ft
SGL Bolts, Nut,
Washers 5/8" H. D. -
Galy.
Nut Fully Threaded
4' to 10'
1 " x 6" Lumberock
;� Decking w Minimal plank
spacing . Fasten w #10
2.5" SS (304) Screws, 2
per Stringer
2" x 8" P. T. SYP, .40
ACO treated stringers to
_ -------- be buttjointed, butt
MLW __ ___ _ joints to be staggered.
2" x 8" P. T. SYR .40 -
n ACO treated DBL bents
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GRADE
Min. 8" Dia. 2.5 _/
�---ECA treated piles
Pilings jetted to a minimum depth of 6' and as CO 0
necessary to provide adequate beating and stability ^�
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RIVERBEND LOT 16
PALM CITY
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25375E
Pier Plan View
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Stringers 16"
O.C. Max I
Center Stdnger(s) toe Nailed w (2) #16 !
(304) Ring Shank Nails @ Each Bent, Out
Stringers Face Nailed w #16 SS (304) Ring
Shank Nails (See Nail Pattern Below)
18, 18" �
• • • •
%. -n - Sheet 3
IG*AItCs, IItC. Date: 2127119
oZn onsulting
hM-)283-2950
v.. Port St. Lucie, FL 34952
jerncr@bellsouth.net
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PHOTO 2
BENTHIC CONDITIONS CONSIST OF CLEAN SAND WITH SHELL
FRAGMENT. NO SAV OBSERVED WITHIN 50' RADIUS OF PROJECT SITE.
RIVERBEND LOT 16
PALM CITY
DrsigncDrovingby:
Jerner er Associates, Inc.
Environmental Consulting
2537SEA1fonsoAvc. Port St Luck, FL 34952
;3 Ph.(772)283.2950
jmur@hellsouth.net
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Date:
4123/19
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