HomeMy WebLinkAboutENGINEERING SUTMITTALSC-
$CANNE
BY
st .Lucie courity
ENGINEERING SUBMITTALS
January 11, 2018
WIND LOAD CERTIFICATION:
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
JOB:
DWORKIN RESIDENCE
1270 NETTLES BLVD
JENSEN BEACH, FL
RECE
FEB 0 8 2018
ST- Lucie CQunty Pitting
ST LUCIE COUNTY
BUILDING DIVISION
G�EEQ90���'c1�®
FOR OOMPLI
REVI D BY
DATE
--PLANS AND PE MIT
MUS'i B� KEPT ON JOB OR
NCD INSPNOTION WILL E C MADE
T f-9C, PG1i qr 1';!D [J, popnSEC1 MRK
ARC- 0110,01 i'O ,ANY 00FI F"G"i ioN5
MFOIQR4y "l:1 C'( FIG D INSPECTOHS THAT
[AAY bF IqCCESSAiY IN 0R0CFR TO
C01,11PLY VVITIi AL APP'l lCMX- C00ES,
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St. Suite#114
Port Saint Lucie, FL 34984
Phone (772) 785 - 9888
Email — pwelchincgaol.com
Paul Welch, P.E. Fla Reg. No. 29945
Cq PAUL WELCH INC.
2 MECH-ELECT-CIVIL ENG.
tll 1984 BILTMORE ST. #114
y PORT SAINT LUCIE, FL 34984
PAUL WELCH R.E.
N FLA REG NO.29945
JAN 1 1 2016
tHLNO)N
."Op
\� 140
S
LADDER AFFIXEL
(4)%' x 5° SS LAG 8,
EXACT LOCATION I
DETERMINED ON;
D WORKI N
1270 NETTLES BLVD
JENSEN BEACH
NO PORTION OF DOCK TO BE
_IXED OR REST ON SEAWALL CAP
\
NG LIFT
EMAIN \
\ EXISTING LIFT
\ TO REMAIN \
WE
WOMEM-5-
2f
i
le
T Q'
.—
UW ju CT
INDIAN RIVER LAGOON ?=' ~ m:,O)
J ` cf: U J Z
WUOJw
3w�3:w
-�tj _1Z_ JCL
CIi Q =
dUvU)dg
Ui - 0
O
n.
— Jerner & Associates, Inc.
—� — Marine & Environmental Consulting
2537SEAIfonsoAve. Port St. Lucie, FL34952
Ph(772)283-2950
JERNERMBELLSOLITH.NET
9" = 10'
Date: 113118
SHEET 2
Pier Section Thru
New Pilings jetted to a minimum depth of Wand as
necessary to provide adequate bearing and stability
H H
DWORKIN
1270 NETTLES BLVD
JENSEN BEACH
Live Load 40 lbs. / Sq Ft
Dead Load 5 lbs. / Sq Ft
SGL Bolts, Nut,
Mashers 5/8" S.S.
(304) w Nut Fully
Threaded
2" x 6" SYP, .40 ACQ
Decking #1 Grade 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 butt jointed, butt
joints to be staggered.
_ 2" x 8" P. T. SYP, .40
ACQ treated DBL bents
-Min. 8" Dia. 2.5.
CCA treated piles
Pier Plan View
VARIES
-•-•-•- -•-•-•-•-•- - - - - ' - •r
;'
er
;
Stringers 24"
co
Z co
O.C. Max
(JW%Jwv
z> � M
Center Stringer(s)toe Nailed w 2 #16 SS 304 Ring
() ( ) 9
U,
N
Shank Nails @Each Bent, Outside Stringers Face
UVWWUO
J F - m U J Z
Nailed w #16 SS (304) Ring Shank Nails Inside or
W w
3 � C7
Outside (See Nail Pattern Below)
N �- w
=>UJ_J
1
g
18"
18"
a U',r U) cLLLJ
#;�
®%014'.. NA
CO
Er
O
m
0,
Jerner & Associates, Inc. SHEET 4
- -T ` -- Marine & Environmental Consulting Date: 113118
2537SEAonsoAve. Port St. Lucie, FL34952
-_ Ph(772)283-2950
ERNEWBELLSOUTH.NET
i
IVED
14' --� �-----19-'
1/2' THROUGH BOLTS
I 4— I 9/16 0 OR ANCHORS
3" r . TO DOCK
I I 4 PLACES
NOT SUPPLIED
82-3/4'
NON SKID STEPS
1'X2'X1/8' -
EXTRUDED CHAN.
1-j' SCHEDULE 40
ALUMINUM TUBING
19-3'° -1
FEB 0 8 2018
§T, 64cie County, Permitting
21-3/4'
12'TYP.
5 PLACES
61'
5 STEP STRAIGHT LADDER International Dock. Products Inc.
954-964-5315 Fax.-954-964-2715