HomeMy WebLinkAboutPAUL WELCH - ENGINEERINGPAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St. Suite #114
Port Saint Lucie, FL 34984
Phone (772) 785 - 9888
JOB:
Stevens Dock
38 Nettles Blvd.
Jensen Beach, FL
WIND LOAD CERTIFICATION
August 7,2019
CODE. FBC/FRC2017/ASCE7-10
WIND SPEED: 170 MPH, 3 SEC GUST
EXPOSURE "Du
IMPORTANCE FACTOR 1.0
INTERNAL PRESSURE COEFFICIENT: 0.00
DL ...... 5 Psf
LL ...... 40 psf
WL ...... . 44.01-61.6 psf
NOTES:
SCANNED
BY
St. Lucie Countv
Fasteners in contact with preservative -treated wood shall be of hot -dipped zinc -coated galvanized steel, stainless steel,
silicon bronze or copper. Fasteners other than nails, timber rivets, wood screws and lag screws shall be permitted to be of
mechanically deposited zinc -coated steel with coating weights in accordance with ASTM B 695, Class 55 minimum.
Connectors that are used in exterior applications and in contact with preservative —treated wood shall have coating types
and weights in accordance with the treated wood or connector manufacturWs recommendations. In the absence of
manufacturers recommendations, a minimum of ASTM A 653, type G385 zinc -coated galvanized steel, or equivalent, shall be
used.
Two (2) fasteners per joist required for all decking equal to or less than 6" wide.
Three (3) fasteners per joist required for all decking greater than 6" wide.
For 1"composite decking, joist spacing not to exceed 16" o.c.
Rodol�Prie Reg#17788
STEVENS AUG 0 7 2019 SHEET
38 NETTLES BLVD P . A M WELCH, INC Date. 2/4/19
JENSEN BEAC! / RONALDJ.. PRICE FL CERT. # 17788
Xy /9 '
BENT HIC SURVEY PERFORMED BY BRUCE JERNER
ONJUNEIO, 2019, 10;30AMBYSNORKELING&
MEANDERING ALONG THESEAWALL TOE AND OUT
TOCENTEROFC41VAL. WSIBILITYWAS FAIR DUE
TO WATER DEPTH & LIGHT PENETRATION. CANAL
BOTTOM CONSISTS OFBARREN FINESILTY
SEDIMENTTHROUGHOUT.
STEVEN5
38 NETTLES &VD
JENSEN BEACH
Ir
N
BENMIC C)6'MLW-................................
._._._._..._._........._._.
SURVEY AREA
DECKBOARDSRUN
PARALLEL WTMSEAWALL
.....................................................................
MANMADE CANAL
,o' WIDE
NETTLES ISLAND INC, A CONDO -SECTION II PARCEL 38
MWERAFFLYEDW (4)W
_ _
x5" SS LAG BOLTS.
XA �- ELT LOC477ON TO BE
j6'
DEIERMINEDONSITE
/,/BARRENSIL7YBOTTOM
THROUGHOUT
........................................(............................................••'
%
AUG 072019
PAUL WELCH, INC
RONALDJ. PRICE FL CERT. # 17788
I'900
Date. 214119
SHEET2
HAND RAIL DETAIL
PX 6" CAP SECURE W #10 x 2112'
(2) #10 x 2 112' SS SCREWS,
TOP 8 BOTTOM RAILS
4'X 4'ACQ
TREATED MID SPAN
DBL Y2' SS THRU
SOL 7S 2 EACH 4"X 4'
THRUSTR7NGER
0
a
Pier Section Thru
"1 h f VARIES
GRADE
Live Load 40lbs. /Sq Ft
Dead Load 5lbs. / Sq Ft
SGL Bonts, Nut,
_Washers 5r8"H.D.-
GaIv. Or S. S. (304) w
Nut Fully Threaded
1"x6"Lumberock
Decking w Minimal plank
spacing. Fasten w #10 3"
SS (304) Screws, 2 per
Stringer
2"x 8"P. T. SYP, .40
ACQ treated stringers to
be buttjointed, butt
joints to be staggered.
- 2"x 8"P. T. SYP, .40-
ACQ treated DBL bents
Pilings jetted to a minimum depth of 6' and as
necessary to provide adequate bearing and stability
H H
38 NETTLES BLVD
.IENSEN BEACH
Pier Plan View
DECKROARDSTORUN
PARALLEL WITNSEAWALL
Skingers 24"
Min. 8" Dia. 2.5 O.C. Max
CCA treated piles Center SMnger(s) too Nailed w (2) #16 SS
(304) Ring Shank Nails Q Each Bent, Outside
tringers Face Nailed w #16 SS (304) Ring
Design Windload Information Shank Nails
Code: FBC 2017 6TH ADD/ FRC 20171
ASCE 7-10
Wind Speed., 170 MPH, 3 Second Gust
Exposure "D"
Importance Factor. 1.0
Internal Pressure CoeN.: 0.00
Height: e10 Ft. Mean
AUG 0 7 2019
PAUL WELCH, INC
RONALD J, PRICE FL CERT. # 17788
,P VP
Date: 2/4/19
SHEET3
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954-964-5315 Fox!954-964-2715