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December 13, 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:
BLACK RESIDENCE
701 RAMIE COURT
PORT ST LUCIE, FL
MIN. S
CNR
SCANNED
BY
St. Lucie County
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
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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701 RAMIE COURT
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Jerner & Associatcs, Inc.
Marine & Environnicntal Consulting
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2537SEAIfonscAve. Port St:LmcIc FL34952
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Ph(772)283.2950
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IPAULWELCH INC.
MECH-ELECT-CIVIL ENG.
m1984 BILTMORE ST. #114
m PORT SAINT LUCIE, FL 34984
�I PAUL WELCH P.E.
NV FLA BEG NO.29945
DEC 1 3 2018
CeON
NORTH
REPLACE RETURN WALL
IN SAME LOCATION
BLACK
701 RAMIE COURT
PORT ST L UCIE
NORTH FORK
ST. LUCIE RIVER
125' WIDE
REPLACE&ISUNG DOCK
& INSTALL (4) PILE LIFT
& FINGER PIER
! Jerner &Associates, Inc.
Marine& Environmental Consulting Date.16,
l' 2537SEAIfomoAve. Port St.. Lurie, FL34952
r - Ph(772)253-2950
JERNEWBELLSOUTHNET
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SHEET3
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Pier Section Thru
Live Load 40lbs. / Sq Ft
Dead Load 5lbs. /Sq Ft
SGL Bolts, Nut,
Washers 5/8" S. S. —
(304) w Nut Fully
Threaded
3' - 6'
t 2"x 6"SYP, .40 ACQ
Decking #1 Grade w
I minimal plank spacing.
•` Fasten w #10 3" SS (304)
Screws, 2 per Stringer
2"x 8" P T. SYP 40
.-MLW-...
Pilings jetted to a minimum depth of 6' and as
necessary to provide adequate bearing and stability
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BLACK
701 RAMIE COURT
PORT ST LUCIE
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
Design Windload Information
Code., FBC 2017 6m 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
Pier Plan View
�. _._. _._._.; -. _._. _. _..jam UJ JWv
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Stringers 24" W U 0 � w
O.C. Max ^y��r-3:w
Center S[dnger(s) toe Nailed w (2) #16 SS (304) Rin 2 M < C n
Shank Nails @ Each Bent, Outside Stringers Face w m !- o_ LL
Nailed w #16 SS (304) Ring Shank Nails Inside or 2 m p
Outside (See Nail Pattern Below) a
18" 1 IS-
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Jerner &Associates, Inc.
Marine & Environnicntal Consulting
1 2537SEAIfonsoAvc PortSt.Lude FL34952
Ph.(772)283.2950
JERNER@BELLSOUTH.NET
Date:
SHEET
MHWL
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Minimum 1:1 penetration
into sandy soil
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CCA
E PILE
Blue Madin 2
Filleror Similar
Mudlim
5' —v
3" Washer/ Nut 2.5 CCA Treated Pi/es
5/16"X 3"Lag Screw
Allthread Tie Rod --I - 5/8"x16"HDG
Through Bolt, 4' C
BLACK
701 RAMIE COURT
PORT ST LUCIE
TIE Backs @ 5' O.C.
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— Jerner&Associatcs,Inc. SHEETS
Marine &EnvironntcntalConsulting Date.10118118
I 25375EAI%nsoAve PorcSt.Luie,FL34952
Ph(772)283-2950
IERNER@BELLSOUTH.NET
BUNKS
ALUMINUM - STANDARD
CARPETED WOOD - OPTIONAL
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NOTE: LOAD SHOULD BE EVENLY DISTRIBUTED BY MOUNTING OPTIONS: CABLE ROUTING:
(A) IBI POSITIONING THE CENTER OF GRAVITY DIRECTLY
IN THE CENTER OF HE LIFTING BEAMS AS SHOWN PILINGMOUNT SIDEMOUNT IOK, 13K,16K
IN THE ILLUSTR2ATION ABOVE SK, 7K
(OUTSIDE CENTERS) 4 w ; All1%11SS AG BOLT MOUM IIA0.DWARE 5/8'%
s 1 BpW l0 BI01U (W POM;TD "-` TMINIFNGM PRINGOIA.DEIkR69NE08V
ROUT PII�RDTL (ODdddb'fb OWdbB) GI9�bOped (D6h1BE TO WII 1%11]SS HB%NNi CONIOLWt L0 I/Y%2 SS
HE%BOLL W/LOOKS AND NUii
S,BOD lb. 12116in t0A 3"'T'- G D
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TITLE: BUILDING CODE: NAME DATE ENGINEERS SEAL
4 PILING BOAT LIFT FBC 2017(e EDITION) DRAWN ACC 2-2-15 „1 1j'2'2018-
NECola(NFPA7o) CHECKED
SPECIFICATION SHEET
PH:800-325-1116 ENG APPR. -
PROPRIETARY AND CONPIDENDAL -
FAX:252-747-4377 COMMENTS:
SIZE DWG. NO. REV THE INFORMATION CONTAINED IN THIS TIDETAMER.COM
A DRAVANG IS THE SOLE PROPENIY OF P.O. BOX 1118 „
TIDETAMERPDUSIPoES. ANY SNOW HILL, NC.28580
ENGINEERING REPRCDUCRONWPARTORASAWHOLE
IMTHOIRTHEWRDIENPERA C"OF _
SCALE AS NOTED SHEET I OF 1 RDETAMERA111USTOESGPROMEITED. DO NOTSCAIE DRAWING
n '
10
ILE PILING/SINGLE MOTOR, 1500 S
LMASY TO ARM
WITH (6) 1/2"S
NUTS
WINGER LIFT
LOCK BOLTS S, PILING WASHERS,
LOCKWASHERS, AND NUTS ,
00
PILING MOUNT
INSTALLER RESPONSIBLE FOR DETAIL
CONCRETE SLAB DESIGN
SIB"% CONCRETE ANCHORS (NOT PROVIDEDI �
SEAWALL MOUNT
ISO
PILING MOUNT
ISO
01
02
03
04
05
06
07
08
09
10
11
NOTE: THIS STRUCTURE
MAST
PILING
WILL WITHSTAND WIND
CAPACITY
MAST
MOTOR
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CABLE
GUIDE
BUNKS
BUNK
CRADLE
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BEAMS
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LENGTH
CAL UL
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ASCE 7.05. VESSELS SHALL
I500LBS.
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ALUMINUM
TUBE
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STANDARD
10'OIA
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CARPETED
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I -BEAM
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ENGINEERS SEAL
J"AUJ. WELCHINC
NECNAN/CAL ELECr.WCAL CML END NEER/NG
TB84S W. B/LMORESr. Sy/JffF 14
POR SA/NTLUaE. FL 34984
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PAUL WELaL P,E FEA L/CWa 299,15
MAY 3 12018 1
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SYSTEM AND COMPONENTS AND CLADDING C
DRAWN
CHECKED
MANUEACIURED BY
ENG APPR.
PROPMUNWAWDCONFIDENLIAL
METAALERINDUSTRIES
COMMENT$
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PH: 800-325-II16
MAWHG IS THE SOLE PROPERTY CF
FAX252-747-4377
TIDE TAMER INDUSTRIES. ANY
TIDETAMER.COM
REPROO ICRON W PART OR AS A WHOLE
P.O. BOX IT 18
WITHOUT THE WRITTEN PERMISSION OF
SNOW HILL NC 2=
ME TAMER INDUSTRIES B PROHIBITED.
DO NOT SCALE DRAWING
e
1
ION HAVE BEEN CALCULATED AND THE MAIN WIND FORCE RESISTING
IUILDNG DESIGN DO COMPLY WITH FLORIDA BUILDNG CODE 2017
NAME DATE TITLE:
ACC 3-19•IB 1500 SWINGER
ENGINEERING SHEET
SIZE DWG. NO. R
A 1
SCAIE: AS NOTEn SHEET I OF I
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OPTIONAL
120161n.
72901P
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TITLE:
BUILDING CODE!
NAIVIS
f DATE
ENGINEERS'SEAL
DRAWN
ACC
2-2-16
AID
m
4 PILING BOAT LIFT
FBC 2017 (e EDITION)
CHECKED
SPECIFICATION SHEET
NEC2014(NFPA70)
l 0-326-1116
PH: 80
ENG APPR.
.
PROPPIErARY AND CONFIDENTIAL
THEINFORMATION CONTNINEDIN THIS
I FAX:252-747-4377,
TIDErAMER.COM
t'
COMMENTS:
IZE
DWQ.. N
REV
DRAWING STHESOLE PROPERRYOF
P.01 BOX ilia
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IN PAW OR AS A WHOLE
WL HILL, NC2080
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on MAMeR NODUSTRES IS PROMI09EM
SCALL-.AS NOTED
SHEET I
DO NOT SCALE DRAWING
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10 LMAST TO ARM
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LOCKWASHERS, AND NUTS
oD � Ir
PILING MOUNT
INSTALLER RESPONSIBLE FOR DIETAIL'
CONCRETE; SLAB DESIGN
26=0rlEANCH RR INOT PROVID DI
SEAWALL MOUNT PILING MOUNT
150 ISO
01
02
03
04.
05
O6
07
08
09
10
11
NOTE: THIS STRUCTURE
MAST
PILING
WILL WITHSTAND WIND
CAPACITY
MAST
MOTOR
HOUSING
MOUNT
PILING
CABLE
GUIDE
BUNKS
BUNK
CRADLE
CRADLE
ARM
SPEEDS UP TO I50 MPH
ASSEMBLY'
BRACKET
SIZE
POST
BRACKETS
BEAMS
ARMS
LENGTH
CALCULATED
TEDEDIPER AND
AL U
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ASCE 7-85. VESSELS SHALL
a x I. •r X 4A
1500LES.
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IUBE
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DOUBLE PULL
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AfUR11NUM
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do•
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EVENTS.
MAN.
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CARPEiDEO
ENGINEERS SEAL
MAU4 WE40H INC.
MECNAN/CAL ELECrWC4& CML EA
19945. W, B/LTHUREST. S ffz
PORTSAPNfLtlC/E, FL 3492
(770 7&6-966BPWZLpN�H�A,
PAUL WELCH, PE FZALECYVa.
MAY 3 z 201E
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SYSTEM ANI
994E PROPRIETARY AND COMMENSAL RDRTAMER INWSTI
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W3ETAMERBJDUSTRIES. ANY TIDETAMER.CC
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WITHOUI THE WRMENPERMSUONCP SNOW HILL, NC 21
11DEIAMERINDUSTTIES ISPROHINIED, DGNOi SCAIEDRA!
Qo
THIS CONSTRUCTION HAVE BEEN CALCULATED AND THE MAIN WIND FORCE RESISTING
ADOINGOFTHIS BUILDING DESIGN DO COMPLY WITH FLORIDA BUILDING CODE 2017
NAME I DATE TITLE:
DRAWN Ace 319•1e 1500 SWINGER
END CHECKED ENGINEERING SHEET
APPR,
SIZE DWG. NO. REV
A 1
SCALE:ASNOTED SHEET I OF I.