HomeMy WebLinkAboutENGINEERING SUBMITTALSCANNED
18y
St Lu de County ENGINEERING SUBMITTALS
March 14, 2018
WIND LOAD CERTIFICATION:
CODE FBC 2017 6TH AD fITION/ FRC 2017/ ASCE 7-10
WIND SPEED: 170 mph, 3 SEC. GUST {fir -oz25
ST. LLTC'' Ty �L
EXPOSURE: "D" Co,
REVIEll' D BY
IMPORTANCE FACTOR: 1.0 DATE P( z it
PLANS AND PERMIT MC
'INTERNAL PRESSURE COEFF.: 0.0 NO INSPECTXON WI1
JOB:
THE SANDS
SLIP 64
FORT PIERCE, FL
'BE KEPT ON JOB
BE W.,DE.
THESE PLANS AND ALL PROPOSED VIORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH A" APPIJ0011 GCDES&
CF ,LED RAS'i ENFRS OR ATTACHMEffTR
ARE THE RESPONS1910 OF THE
CONTRACTOR OF RECORD
PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1.984 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
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PAUL WELCH INC.
MECH-ELECT-CIVIL ENG.
1984 BILTMORE ST. #114
PORT SAINT,LUCIE, FL 34984 =
PAUL VVELCH R.E.
FLA REG NO.29945
MAR "1 4 2018
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PAUL WELCHIINC.
MECH-ELECT-CIVIL ENG.
1984 BIL_i YORE ST. #114
'PORT SAIi\ T LUCIE', FL 34984
Ni
PAUL WELCH R.E.
FLA REG NO.29945
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9AR 1 4 2018
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PAUL WELCH INCMECH-.
rn 984 BET MOnEIVIL ST. #1 4
T PORT SAINT LUCIE, FL 34984
y PAUL WELCH R.E.
W FLA REG NO.29945
MAR 1 4 2018
HldON
Pier Section Thru
SGL Bolts, Nut,
Washers 518 S. S. (304) —►�
w Nut Fully Threaded
4'
2" x 6" SYP Decking w
Minimal plank spacing.
Fasten w #10 3" SS (304)
s•;
Screws, 2 per Stringer
'
r '
2" x 8" P. T. SYP, .40
MHW ACQ treated stringers to
MLW be butt jointed, butt
.
s• ;
•-••-••-••-••- joints to be staggered.
2" x 8" P. T. SYP, .40
ACQ treated DBL bents
All New Pilings jetted to a minimum depth of 6'and as
necessary to provide adequate bearing and stability
e•
THE SANDS
` SLIP 64
FORT PIERCE
Min. 8"Dia. 2.5 _f
CCA treated piles
Pier Plan View
4'
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Stringers 24
O.C. Max
Design Windload Information
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 Coeff.: 0.00
Height: <10 Ft. Mean
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Center Stringer(s) toe Nailed w (2) #16 SS
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0- w 1z, EL g
(304) Ring Shank Nails @ Each Bent, Outside
2 rn Q:
Stringers Face Nailed w #16 SS (304) Ring
0
Shank Nails, Inside or Outside Stringers
�1. !-. JerneF &Associates, Inc.
Marine & Environnicntal Consulting
2537 SE Alfonso Ave. Port SC.Lucie,FL34952
Ph.(772)283-2950
ERNER@BELLSOUTH.NET
Date: 2127118
SHEET 4
C
P
SPECIFICATIONS
Component
6000#
8,000#
10,000#
13,500#
16,000#
16,000#Lang
20,0001E
24,000#
30,000#
40,000#
Top Beams
6.5" DT• Channel
6.5" DP Channel
6.5" DT' Channel
7" DT' Channel
7" DT' Channel
7" DT• Channel
9" DT' Channel
9" DP Channel
9" DT Channel
9" DT` Channel
Top Beams Lngth.
2@12'6"
2@ 12'6"
2@12'6"
2@ 12'6"
2@ 12'6"
2@ 15'
2@ 15'
2@15'
4@60" =1-6"
4@84" +1- 6"
Drive Shaft (gals)
1.94" Sch 40
1.94" Sch 80
1.94" Sch 80
1.94" Sch 80
1.94" Sch 80
I
1.94" Sch 80
1.94" Sch 80
1.94" Sch 80
1.94" Sch 81
2" Alum. Bar
Winders
2.375"x 15.5"
2.375"x 15.5"
2.375"x 15.5"
2.375"x 15.5"
2375"x 15.5"
2.375"x 15.5"
2.375"x 21
3.0"x 18.5"
3.0"x 18.5"
3.0"x 18.5"
Cables (stainless)
.316" 1-part
.316" 2-part
> .316" 2-part
.316" 2-part
.316" 2-part
.316" 2-part
.316" 3-part
.316" 3-part
.375" 3-part
8 @.316 3-part
Top Bearings
Extruded Polymer
Extruded Polymer
Extruded Polymer
Extruded Polymer
Extruded Polymer
Extruded Polymer
Extruded Polymer
Extruded Polymer
Extruded Polymer
Extruded Polymer
Cradle "1" Beams
6"x 4"x 29"x 11'
6"x 4'x .35"x 11'
8"x 5"x .35"x12.5'
8"x 5"x .35"x12.5'
10'x 6"x .41'x 16'
ION6"x .41 "x 16'
10"x 6"x .50"x 16'
10" x 6"x .50"x 16'
12"x7"x.47" x20'
12"x7"x.62" x20'
Fasteners & Axles
Stainless Steel
Stainless Steel
Stainless Steel
Stainless Steel
Stainless Steel
Stainless Steel
Stainless Steel
Stainless Steel
Stainless Steel
Stainless Steel
Welds
Mig (no structural
Mig (no structural
Mig (no structural
Mig (no structural
Mig (no structural
Mig (no structural
Mig (no structural
Mig (no structural
Mig (no structural
Mig (no structural
Motors
2975 H.P.
2@75 H.P.
2@.75 H.P.
2@1 H.P.
2@1 H.P.
2@1 H.P.
2@1 H.P.
2@1.5 H.P.
4@1 H.P.
4@1 H.P.
Pilings per Beam
2
2
2
2
2
13•
3`
3
2
2
*Dovetail
I "Opt.2 Piles
Lifts are
designed to
withstand WInd/oads of 176
MPH ULT. 132 MPH ASD Wthouta_Boat-on.it____
--DETAIL D -
SCALE 1 / 5
Motor/Gearbox Cover
not shown i
Flange welded
& bolted to an
upper bearing
cap.
D E Top Beam Side view with one channel removed
AIL E Cap and clamp
1 / 5 secured with 2
Plates are .25" 3.5"x .375"Bolts
6061-T6 Al.____with Locknuts
50mm x 50mm-
Igus Bushing
pressed in
View right: Piling Mounts -
Top Beam Channel not
shown at one side
Straps mounted to
piles thru existing
holes
min. .5" S.S. Lags
or Thru
Bolts
Drive End Mount
utlPdL b Synergy: Vertical Lift
ALE 0.40 : 1
Engineering
Opp. End Strap Welded
to Lower Clamp
0