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ENGINEERING SUBMITTALS MAR 2 7 201?
PERMI?7iilG
March 15, 2017 St. Lucie County, i=L
WIND LOAD CERTIFICATION: File Copy
CODE FBC 2014 5TH ADDITION/FRC 2014/ASCE 7-10
WIND SPEED: 170 mph,3 SEC. GUST
EXPOSURE: "D"
IMPORTANCE FACTOR: 1.0
THESE PLANS AND ALL RROPOSE10 IiifOnK
INTERNAL PRESSURE COEFF.: 0.60 ARE SUBJECT TO ANY CORRECTIONS
REQUIRED By.FIELD INSPECTORS THAT'
MAY:S
HE CESSARY IN ORDER-TO MR3
`�OIWP .w I Ai"A pLQARV4 CODES
JOB:
RIVERBEND LOT 22
PALM CITY, FL
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ST.LITC r0 ?o?vISION
1tFVV—dvED FOUR CQk2LL4NCE
REv1y�NMM
I�11T MUST BE KEPT ON JOB
PL�p��,TVa A�`7�Dj]�P`n �� T t� �j} 7p
OR lY�V".'�1\Nl.lu`Tt•��Jy9��tbY�BE_NI UL,1 e
PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 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
1984 BILTMORE ST.
PORT SAINT LUCIE,FL 34984,,
PAUL WELCH P.4E.
FLA REG N02995
Design&Drawingby:
RI VERBEND LOT 22 - -- - Jerner&Associates,Inc. 1 Sheet 1
Date: 5/14/13 •'
Environmental Consulting
PALM CITY 2537SE Alfonso Ave. Port St.Lucie,FL34952
Ia �� rc,;� Ffiz Ph.(772)283-2950
jerner@bellsouthnet
i SEA GRASS SURVEY PERFORMED
�? "t 519113 BY BRUCE JERNER. NO SA V
OBSERVED WITHIN 50'RADIUS OF
P/
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_.......
_.._APPROXIMATE RIPARIAN LINE � PROJECT SITE
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o INCREASE TO CHANNEL
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APPROXIMATE RIPARIAN LINE_,._..-----------------------------
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MECH-ELECT=CIVIL EN®
c� 1984 BIITMORE ST #114 ,
144'X4'Access z PORT,.SAINT LUCIE,'FL 34984
k � PAUL{WEICF��P�E ;
FLA�REG(d0 29945 ''� .
DECK EL. 4'TO 5'
ABOVE MHW
............. ............. ..._------ _. ._..... .__...._._ ___._._.
LW
O4'MLW
� Designer Drawingby: 1"= 30' Sheet 2
RI VERBEND LOT 22 - -- -- f erner&Associates,Inc. Date: 5114113
`+ � �- Environmental Consulting
PALM CITY
2537SEA1fonsoAve. Port&.Lucie,FL34952
_5 Ph(772)283-2950
J mail@jerner.net
Aker Section Thru Pier Plan View
000 Live Load 40 lbs./Sq Ft
P4 Dead Load 5 lbs./Sq Ft
4'to 10'
SGL Bolts, Nut, FT
Washers 518"H.D.
Galv. Or S.S. (304) w
- -- ---------
Nut Fully Threaded -----------i---------1
41 to 10'
2"x 6"SYP, .40 A CQ
Deckin9#1 Grade w
LO
W'plank spacing. Fasten
w#10 3"SS(304)
Screws, 2 per Stringer ---
2"x 8"P.T. SYP, .40 X
ACQ treated stringers to
.—Mt. W be butt jointed, butt
............ L.Maw— joints to be staggered.
2"x 8"P.T. SYP, .40
ACQ treated DB
PAUL WELCH INC.
MECH-ELECT-CIVIL ENG
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------- 1984 BILTIVIORE ST.#11
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ORT SAINT LUCIE, FL 349&
PAUL WELCH P E.
.......... .......
Ir
FLA REG NO.2464�
GRADE
Stringers 24
Min. 8"Dia. 2.5--//g 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
Pilings jetted to a minimum depth of 6'and as Shank Nails (See Nail Pattern Below)
necessary to provide adequate bearing and stability 18" 18- MAR 1. 5 207'
i Design 6-Drawing by DIMENSIONED Sheet3
---i Jerner&Associates,Inc.
RIVERBEND LOT 22 Date: 5114113
1 Environmcntal Consulting
PALM CITY 2537SE Alfonso Ave. Port St.Ludc,FL 34952
Ph.(772)283,2950
jcrnct-@bcllsoutILnet
MOUNTING OPTIONS:
150
E F -- ' TOP MOUNT SIDE MOUNT aQ
C A (A)2X 1/2"SS LAG BOLT 3 m
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D CABLE ARRANGEMENT OPTIONS: =�o
BUNKS NOTE:LOAD SHOULD BE EVENLY DISTRIBUTED BY
ALUMINUM-STANDARD POSITIONING THE CENTER OF GRAVITY DIRECTLY DOUBLE PULL Q Z
CARPETED WOOD-OPTIONAL IN THE CENTER OF HE LIFTING BEAMS AS SHOWN �U O
IN THE ILLUSTRZATION ABOVE. w a
Bow to Stem Port To Starboard �
If°� [ `Q ( ?( Four Plling Lltts (Oustside To Outside) (CentorTo Center) �C)O
L' li L'4.a Nd rtx.t-(r' U 00 ta
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0011lb. 12ft6in loft . _^
7,000 lb. �0 m
��� ��� 12ft6in 12ft6in ®
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10,000lb. 12ft6in 12ft6in FyZ
13,000 lb. 12 ft 6 in 12 ft 61n W�w j
- PERN1ITTI1\1G
St. Lucie County, FL � 1fi0oolh. 12ft6in 12ft6in Oa_=
4 PILING BOAT LIFT SPECIFICATION SHEET
Cradle Minimum
Top Beam Cade H.P.Motor velocity per
20t8 Top Beam (A] Length Cradle Beam[B] Beam BurdcS[C] CabTo Size[D] Coatiguratfoa Drive [E] F Drive Shaft Piles(Size 6 Travel Min.
Length IF) it1!]
13,0001h.Boat 1 RP(QTY.21
Lik 7"[His2.T1U'IVIIw541F'PF) 131t 4in 2":5•T7.U2FPFI 121,bin U*Plermcrn 5775•5571791.3119 DaublaPu!I D1R:CT 220YA8AEACH 11rd"[Sch401 10=[Qtg4[ 2U1t e?^
® ''ENGINEERS SEAL
TITLE: 1 ^ PH:800-325-1116 NAME DATE ,
4 PILING BOAT LIFT ~ FAX_252-747-4377
s TIDETAMER.COM DRAWN ACC 5-15-15 (?AUL rJUCLCH INC.
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P.O.BOX C 8 19&?B GL!B¢rnroriES7.SurrE�f SPECIFICATION_ SHEET IFS-�� ®ram Ir n�� SNOW HILL,NC 28580 CHECKED R.5AfiNy.LUq1F FZ.34984
UNLESS OTHERWISE SPECIFIED: ENG APPR. f?72)785-988Bvrtr�.19ADL-cpr
PROPRIETARY AND CONFIDENTIAL fALM.WELCK pE F"LlCMo.29949
DIMENSIONS ARE IN INCHES COMMENTS:
SIZE DWG. NO. REy THE INFORMATION CONTAINED IN THIS TOLERANCES:
DRAWING IS THE SOLE PROPERTY OF FRACTIONAL±
A 11DE TAMER INDUSTRIES.ANY ANGULAR:MACH± BEND±
ENGINEERING '` '
REPRODUCTION IN PART OR AS TWOPLACEDECIMAL
WITHOUT THE WRITTEN PERMISSION OF THREE PLACE DECIMAL ?
TIDE TAMER INDUSTRIES IS PROHIBITED. ,1 i_ ' ,• '�$f�gJ� (� R
'.!.)�,� 'All J. V 2016
SCALE:AS NOTED SHEET 1 OF 1 DO NOT SCALE DRAWING
5 4 3 2