HomeMy WebLinkAboutEngineering • RECEIVED JUL 21 2017 File Copy
ENGINEERING SUBMITTALS
June 16, 2017r,,�,,.�
WIND LOAD CERTIFICATION:
CODE FBC 2014 STK ADDITION/FRC 2014/ASCE 7-10
WIND SPEED: 170 mph,3 SEC. GUST
-I HLvE PLANS AND A,-.L FRG1±05eU WORK
EXPOSURE: «D" ARE SUBJECT TO ANY CORRECTIONS
IMPORTANCE FACTOR: 1.0
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INTERNAL PRESSURE COEFF.: 0.00 Env 'wL� �i�il�.I r;`.w t`p �,ICAL�.Z Go'
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223 OLIVE AVE _ �'
PORT ST. LUCIE, FL
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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NI EL SENr. ]erner&Associates,Inc. SHEET 1
Marine&Environmental Consulting Date. 6/6/17
223 OLIVE AVE. 2537SE Alfonso Ave. Port St.Lucie,FL 34952
PORT ST L UCI E J Ph(772)283 2950
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6'RETURN WALL
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EXISTING WOODEN ERN
SEAWALL
1 PROPOSED SEAWALL WITHIN
12"OF EXISTING SEAWALL
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RIVER PARK-UNIT 2-BLK 19 LOT 47 8'
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REPLACE EXISTING DOCK IN
SAME DIMENSIONS a V d cn d
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NI EL SEN Jerner&Associates,Inc. SHEET 2
AMarine&Environmental Consulting Date: 6/6/17
223 OLIVE AVE. } 2537SEAI nsoAve. Port St.Lucie,FL 34952
+ PIL772 283-2950
PORT ST. LUCIE
JERNER@BELLSOUTH.NET
TIE Backs @ 5'0.C.
3"HDG WASHER/NUT 3"X 8"Waaler
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MHWm SEAWALE
------------- 425 SERIES SHOREGUARD SHEET PILING
. CA TREATED
) EACH PILE
Mudline
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NEW SEAWALL FACE WITHIN n SECTION THRU
6"OF EXISTING SEAWALL y
g BULKHEAD ELEVATION
2"X 10"Cap
PLAN DETAIL
#14 x 3"S.S. Screw
5, (2 every 18") Tie Rod
4"HDG Plate&Nut
3"X 8"Outside W le 0 Inside Wale
5/16"X 3"Lag Screw ShoreGuard
Design Windload Information
Code:FBC 2014/ASCE 7-10
1
Wind Speed: 170 MPH, 3 Second Gust
Exposure D"
Importance Factor. 1.05/8"x16"HDG
Internal Pressure Coeff.:0.00 Tie Rod Through Bolt, 4'O.C. 5/16"x 3"
Bolt
Height: 6 Ft. Mean
NI EL SEN Jerner&Associates,Inc. SHEET 3
Marine&Environmental Consulting Date: 6/6/17
223 OLIVE AVE. 2537SEAlfonsoAve. Port St.Lucie,FL 34952
PORT ST. LUCIEPh.(772)283-2950
�_. _ JERNER@BELLSOUTH.NET
Pier Section Thru Pier Plan View
8'
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8' ,
2"x 6"SYP, .40 ACQ
1 « Decking#1 Grade w
Minimal'plank spacing.
• Fasten w#10 3"SS(304)
Screws, 2 per Stringer 70
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2"x 8"P.T. SYP, .40 �� p
ACQ treated stringers to n o
._..MHW_.. be butt jointed, butt " Z
joints to be staggered.
2"x 8"P.T. SYP, .40
A CQ treated bents _ i 00
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Min. 8"Dia. 2.5 24"O.C.. -�t j J Z ac
CCA treated piles <_ C Q�
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Center Stringer(s)toe Nailed w(2)#16 SS w rn
(304) Ring Shank Nails @ Each Bent, Outside *-O
Any New Pilings to be jetted to a minimum depth of Wand Stringers Face Nailed w#16 SS(304)Ring a
as necessary to provide adequate bearing and stability Shank Nails
NI EL SEN Jerner&Associates, Inc. SHEET 4
Marine&Environmental Consulting Date: 6/6/17
223 OLIVE AVE. 2537SEAIfonsoAve. Port St.Lucie,FL 34952
PORT ST. LUCIE Ph.(772)2832950
�J;�::_.;�t,-,� JERNER@BELLSOUTH.NET
MOUNTING OPTIONS:
. 150
E F TOP MOUNT SIDE MOUNT aQ
a - C A (A)2X 1/2 SS LAG BOLT 3 m
1 z 2"MIN.LENGTH F o
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D CABLE ARRANGEMENT OPTIONS: ?o
BUNKS NOTE:LOAD SHOULD BE EVENLY DISTRIBUTED BY 3 J
ALUMINUM-STANDARD POSITIONING THE CENTER OF GRAVITY DIRECTLY DOUBLE PULL
IN THE CENTER OF HE LIFTING BEAMS AS SHOWN U Z
CARPETED WOOD-OPTIONAL IN THE ILLUSTRZATION ABOVE. w a O IO
Bow to Stem Port To Starboard � ty
Four Piling Ll1ts (Ouehlde To Outelde) (Center To Center) - U m0 O
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5,000 IlL 12ft6in loft ^w
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7,000 Ib. 12ft6in 12ft6in ® NCO
%OW Ib. 12ft6in 12ftSin Z
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13,000 Ib. 12 ft 81n 12 It 61n tw Q
116.N0 Ib- 12 ft 6 inCL
12ft6in O aN M
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12.090 6 Boat H G JQT 21
Lift 71 N1.2TI11'IVI(1541F'FrJ '31t 4e :1%51 7AZF-F'FI 1211 6n J`P,vc.m'n 5m"S's 71'91317'1 i Dowt PuI OHcCt 220V&64 EAC�1 IVZ"j Str 401 XIIQ1741 I CVIt :�"
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w ) ENGINEERS SEAL
c--)TITLE: �, PH:WO-325-1116 NAME DATE
W �, �• FAX:252-747-4377 PAUL WELCH INC.� 4 PILING BOAT LIFT ♦ TIDETAMER.COM DRAWN ACC 5-15-15 NECHA,IrACAL fiXKC?MCAL CM&
SPECIFICATION SHEET P•O.ILL,NC 8 ,9B�&w. &rTNIve e;FL ar>E:„*
W1Q79�IANT PACTS SNOW HILL.NC 28580 CHECKED l�Irrr$4INTLtIst�FLs4ABI
UNLESS OTHERWISE SPECIFIED: ENG APPR. CIM 78S-MAM Ile IAOL.G1 W
PROPRIEFAIY AND CONRDDaW PAm WIac%P.E FLA LICAfa AWS49
DIMENSIONS ARE IN INCHES COMMENTS:
SIZE DWG. NO. REV THE NFORMATIONCONTAINED INTHIS TOLERANCES:
A DRAWING IS THE SOLE PROPERTY OF FRACTIONAL±
TIDE ENGINEERING REPRODUCTION
OR ANGULAR:MACH± BEND± /
REPRODUCTION IN PARE OR AS A WHOLE TWO PLACE DECIMAL ±
WITHOUT THE WRITTEN PERMISSION OF THREE PLACE DECIMAL ± 'f O RLO
SCALE:AS NOTED SHEET 1 OF 1 TIDE TAMER INDUSTRIESV IS PROHIBITED. DO NOT SCALE DRAWING
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