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ENGINEERING SUBMITTALS
June 4, 2018
WIND LOAD CERTIFICATION:
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CODE FBC 2017 6 ADDITION/ FRC 2017/ A
WIND SPEED: 170 mph, 3 SEC. GUST
EXPOSURE:"D"
IMPORTANCE FACTOR: 1.0
INTERNAL PRESSURE COEFF.: 0.00
JOB:
DAMES RESIDENCE
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ST. Lt1('Tz' ^�JUN i 4' ]RTJU D...� SiON
REVIEWED FOR COViP
REVIEWED BY
DATE 6 c2
1qA-RST)9\'D PERM'T MUST PE KEPT ON JOB
On NO INSPECTION WILL 11E NADE.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
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3100 NW RADCLIFFE WAY
PALM CITY, FL
PAUL WELCH INC.
Mechanical • Electrical Civil Engineering
t 984 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
CONCFALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
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P'AUL WELCH INC.
MECH-ELECT -CIVIL ENG.
1984 BILTP"ORE ST. #114
PORT SAIN1 LUCIE, FL 34984
PAUL WELCH R.E.
FLA REG N0.29945
JUN 0 4 2018
i + SEAGRASS SURVEY PERFORMED
519113 BY BRUCE JERNER. NO SAV
OBSERVED WITHIN 50' RADIUS OF
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14' INCREASE TO CHANNEL
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APPROXIMATE RIPARIAN LINE
128' X 4' A ccess :° z
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WHERE DECK HEI T >
30°ABOVE GRADE
DECK EL. 4' TO 5' W
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JAMES 1" = 30°
Jerlter�'Associates, Inc. Sheet 2
3100 NW RADCLIFFE WAY Marin&Environmental Consulting Date: 2123118
2537SE Alfonso Ave. Port St: Lucie, FL34952
PALM CITY Ph.(772)283-2950
, _ JERNER@BELLSOUTH.NET
HAND RAIL DETAIL Pier Section Thru Pier Plan View
2 X 6" CAP SECURE W #10 x 2112"
6-
D"
t 2"X4"HORIZONTALS
Plies 12'Max. O. C.
DBL3V"SS THRU_
BOLTS, NUTS &
WASHERS
(2) #10 x 2 112" SS SCREWS
> 3011
Design Windload Information
Code: FBC 2017 6TH 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
CN i SGL Bolts, Nut,
o Washers 518" H.D.
Galv. OrS.S. (304) w
co Nut Fully Threaded
cr)
VARIES
1"x 6" Composite
Decking w Y2" plank
spacing. Fasten w #10 3"
SS (304) Screws, 2 per
to
Stringer
2" x 10" P. T. SYP, .40
ACQ treated stringers to
MHW
be buff jointed, butt
joints to be staggered.
2- x 12- P. T. SYP, .40-
A CQ treated DBL bents
JAMES
3100 NW RADCLIFFE WAY
PALM CITY
__ [-115'
VARIES
13! 1 i5z
i L -------- 4 . i LL-L
6.
0)
P
ilk
L------ 1L ------- I -------
H
Stdngers 16'
-Min. 8- Dia. 2.5 O.C. Max I I
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 REG NO.26945 juN 0 4 2018
Jerner &Associates, Inc. Sheet 3
Marine & Environmental Consulting Date: 2123118
2537 SE Alfonso Avc, Port St. Lucie, FL34952
Pit(772)283,2950
iz JERNER@BELLSOUTH.NET