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ENGINEERING SUBMITTALS
June 5, 201 S lFvw — . FOR c �p cE 1� as`oN
RUM WED BY
WIND LOAD CERTIFICATION:DATE' z (r
PLANS AND PERMIT iUST BE KEPT ON JOB
OR NO INSPECT1700l'i ILL 2d
CODE FBC 2017 6TH ADDITION/ FRC 2017/ ASCE 7-10
WIND SPEED: 170 mph, 3 SEC. GUST
EXPOSURE:"D"
IMPORTANCE FACTOR: 1.0
INTERNAL PRESSURE COEFF.: 0.00
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY COfgRECTIONS
REQUIRED BY FIELD INSPECTOR: THAT
MAYBE NECESSARY IN ORDER TO
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JOB:
KAPPLE RESIDENCE
1250 NETTLES BLVD:
JENSEN BEACH, FL
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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Jerner &Associates, Inc.
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Marine & Environmental Consulting
2537SE Alfonso Ava Port St,Lucie,FL34952
Ph.(772)283-2950
JERNERNELLSOUTH.NET
Date: 519118
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PAUL WELCH INC.
MECH-ELECT-CIVIL ENG. /
PORT SAINT LOUC ES FL T.34984
rn PAUL WELCH R.E.
y FLA REG NO.28945
ti JUNU52018
NETTLES ISLAND INC, A
CONDO -SECTION 11 PARCEL 1250
LADDER AFFIXED W
(4)%' x 5" SS LAG BOLT
EXACT LOCATION
DETERMINED ONSITE
HANDRAILSAROUND
PERIMETER
KAPPLE
1250 NETTLES BL VD,
JENSEN BEACH
34.64'SHORELINE
9'
17.75'
INDMN RIVER LAGOON
NO PORTION OF DOCK STRUCTURE OR
ELECTRIC TO BE AFFIXED TO SEAWALL
REPLACE DOCK IN
SAME LOCATION
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Jerner �r Associates, Inc. T3
Marine t✓r Environmental Consulting Date: 5/9/18
— r 2537SEAlfonsoAva Port St. Lucie,FL34952
TT Ph.(772)283-2950
' JERNER@BELLSOU[TH.NET
NAND RAIL DETAIL Pier Section Thru Pier Plan View
2 X 6" CAP SECURE W #10 x 21/2"
SS SCREW 1B" O.C.
10
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2"X 4" HORIZONTALS
Piles 12' Max. O.C.
DBL % " SS THRU
BOLTS, NUTS &
WASHERS
(2) #10 x 2 1/2" SS SCREWS
TOP & BOTTOM/PICKET
Desian Windload Information
Code: FBC 2017 6"H 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
Live Load 40 lbs. / Sq Ft
Dead Load 5 lbs. / Sq Ft
i
SGL Bolts, Nut,
o
'"
Washers 5/8" H.D. —
Galy. Or S.S. (304) w
`''
r w
VARIES
Nut Fully Threaded
2" x 6"SYP Decking w
Minimal plank spacing.
Fasten w #10 3" SS (304)
Screws, 2 per Stringer
2" x 10" P.T. SYP .40
ACQ treated stringers to
_.._.._MFIW._.._ _.. .._.._ be buttjointed, butt
Joints to be staggered.
2" x 12" P. T. SYP, .40-
ACQ treated DBL bents
5'
KAPPLE
1250 NE7TLES BL VD.
.1ENSEN BEACH
VARIES
._._._.,;:_._._:�;•_.=.=.=ate _._.
/ Stringers T I
Min. 8" Dia. 2.5 ----/J O.C. Maxx
CCA treated piles 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
PAUL WELCH INC. \
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH P.E.
FLA HG NO.29945 JUN
' Jerner &Associates, Inc. SHEET 4
Marine& Environmental Consulting Date. 519118
- +\ 2537SE Alfonso Avc PortSt. Lucie FL34952
- -- Ph.(772)283-2950
JERNER@BELLSOLITH.NET