HomeMy WebLinkAboutENGINEERINGL
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ING SUBMITTALS
.y 11, 2018
WIND LOAD CERTIFICATION:
RECEIVED
MAY 2 9 '018
CODE FBC 2017
ST. Lucie County, Permitting ,
— — WIND S
163
ADDITION/ FRC 2017/ ASCE
''D: 170 mph, 3 SEC. GUST Wr y
,XPOSURE: "D„
TANCE FACTOR: 1.0 CONCEALED FASTENERS OR ATTACNIENTS
ARE THE RESPONSIBILfi 1' OF THE
PRESSURE COEFF.: 0.00
rOh�ro'�G i n( OF F00�`
JOB:
ERC RESIDENCE
vETTLES BLVD.
SEN BEACH, FL
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY IN ORDER TO
COMPLY WITH wwwo CODES.
ST. LITCE CLIUNTY Bi7Ii - 1'
R—EVLFNVE-D FOR COI
REVIEMIED Y
DATE 7 t
PLANS AND PrRMITIVUST SSE KEPT
OR NO INSPECTJO�lq IMI, BE ,�1�Ea
PAUL WELCH INC.
chanicall Electrical Civil Engineering
1984 S. W. Biltmore St. Suite# 114
Port Saint Lucie, FL 34984
Flhone (772) 785 - 9888
Email — 1)welchinc@aol.com
Paul Welch, P.E. Fla Reg. No. 29945
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PAUL WELCHIINC.
MECH-ELECT-CIVIL ENG.
1984 BiLTMORE ST. #114
PORT SAINT LUCIE� FL 34984
PAUL WELCH R.E.
FLA REG NO.29945 I
MAY 1 1,2018
)NORTH
r
LeCLERC
163 NETTLES BL VD.
JENSEN BEACH
LADDER AFFIXED W
N)V x 5" SS LAG BOLTS
Jerner & Associates, Inc.
Marine & Environmental Consulting
L=At.
2537SEAlfonsoAve. PortSt.LucieFL34952
Ph.(772)283-2950
JERNERNELLSOUTH.NET
1 "= 10"
Date: 4125118
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SHEET 2
HAND RAIL DETAIL
2"X 6" CAP SECURE W #10 x 21/2"
Pier Section Thru
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2"X 4" HORIZONTALS
- Piles 12' Max. O. C. —
DBL % "SS THRU
BOLTS, NUTS &
(2) #10 x 2 1/2" SS SCREWS
TOP & BOTTOM/PICKET
Design Windioad Information
Code: FBC 2017 6Ta 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
SGL Bolts, Nut,
Washers 5/8" H.D.
Galy. OrS.S. (304) w
Nut Fully Threaded
10'
2" x 6"SYP Decking w
Minimal plank spacing.
11 I Fasten w #10 3" SS (304)
Screws, 2 per Stringer
2" x 10" P. T. SYP, .40
ACQ treated stringers to
_.._ ._MHW _ _ _ _•• ,._.•_ be buttjointed, butt
joints to be staggered.
- - - - 2" x 12" P.T. SYP, .4
ACQ treated DBL bents
4'
LeCLERC
163 NETTLES BL VD.
JENSEN BEACH
Pier Plan View
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Stringers 24" -- ---
_ Min. 8" Dia. 2.5 O.C. Max
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 o0
Shank Nails o
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Jerner & Associates, Inc. SHEET 3
- ' - Marine es' Environmental Consulting Date: 4125118
2537SE Alfonso Ave. PortSt. Lucie, FL34952
f - ; Pk(772)283-2950
JERNER@BELLSOUTH.NET
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14#
12-j'
62-3/4'
NON SKID IEPS
1'WXl/$'
EXTRUDED GIN.
I
5 STEP STRAIGHTI LAIDDf R
MECH-ELECT-CIVIL ENG.
1984 BILTIMORE ST. #114
PORT SAINT LUCIE, FL 34984
PAUL WELCH R.E.
FLA REG NO.29945
19-3'
21-3/4'
.1/2' THROUGH BOLTS
OR ffi OHMS
TO DOCK
4 PLACES
NOT SUPPMED
t2'TYP.
% +tkes
1-k �CHEDLI.E 40
ALUM NUM TUSIP40
I--_--19_1----_I
.International Dock Products Inc.
954-964-5315 1; ox.954-964-27I5
1:2018