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ENGINEERING SUBMITTALS
June 8 2017 CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
WIND LOAD CERTIFICATION: 0NTRACTOR OF RECORD
CODE FBC 2014 5TH ADDITION/FRC 2014/ASCE 7-10
WIND SPEED: 170 mph,3 SEC. GUST In-ESE PLANS AIND ALL PiROPOSED WORX
ARE SUBJECT TO ANY CORRECTIONS
EXPOSURE: "D" REQUIRED BY FIELD INSPECTORS THAT
IMPORTANCE FACTOR: 1.0 I'AAY BE NECESSARY IN ORDER TO
COLIPLY.M.TH.-L fP LICAC`J CODES,;
INTERNAL PRESSURE COEFF.: 0.00
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DELAROSA RESIDENCE -�`V-L' E'N��`'
3254 NE DOCKAGE WAY
PALM CITY, 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(a,aol.com
Paul Welch, P.E. Fla Reg. No. 29945
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D ELA R O SA Jerner Associates,Inc. SHEET 1
3254 NE DOCKAGE WAY � . Marines Environmental Consulting Date: 4/21/17
2537SEAlonsoAve. Port St.Lucie,FL34952
Pk(772)283-2950
PALM CITY JERNER@BELLSOUTH.NET
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D ELA R O SA .jerner&Associates,Inc. SHEET 2
Marine&Environmental Consulting Date: 4121117
3254 NE DOCKAGE WAY 2537 SE Alfonso Ave. Port St.Lucie,FL34952
Ph(772)283-2950
PALM CITY JERNER@BELLSOUTH.NET
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D ELA R O SA Jerner&Associates,Inc. SHEET 3
3254 NE DOCKAGE WAY Marine soAve- ,��`"l�e,FL349nsulting Date: 4/21/17
2537SEAIonsoAve PonSt.Lucie,FL34952
Ph(772)283-2950
PALM CITY .�•... , JERNER@BELLSOUTH.NET
Pier Section Thru Pier Plan View
Live Load 40 lbs./Sq Ft
Dead Load 5 lbs./Sq Ft
4'
SGL Bolts, Nut,
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Washers 518"H.D.
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Galv. Or S.S. (304) w
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Nut Fully Threaded r...........I
4'
1 x 6"SYP, .Composite 10.1
Decking w Minimal plank
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spacing. Fasten w#10 3"
• SS(304) Screws, 2 per 0)00
:F Stringer
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Stringers 16"
Min. 8"Dia. 2.5—// 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" i 181,
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Jerner Associates,Inc. SHEET
Marine&Environmental Consulting Date.- 4121117
3254 NE DOCKAGE WAY 2537SE Alfonso Ave. Port St.Lucie,FL 34952
Ph-(772)283-2950
PALM CITY JERNER@BELLSOUTH.NET
MOUNTING OPTIONS:
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4 PILING BOAT LIFT SPECWICATION SHEET
2M TOP BEAM(A) TOP BEAM CRADLE BEAM(B) CRADLE BEAM EIL.WS(C) CABLE SIZE(C) CABLE DPW(E) H.P_MOTOR �SHAFT M WIMUM PLNG
LENGTH LENGTH COIIFKX ATION (F) (SIZE&QTy.)
20.000 LD.BOAT LR- 3"CHANNEL 15.1. 10"X 6" 15' 10'ALUM R16">3 Tt19(.910') TR PL_PULL DIRECT DRIVE aft H.P.((YTY.21 1-Ite(SCH 4C) -0"(4T-Y.4)
220V 4.3A EACH
24,000 L6.60AT LIFT 3"CHANNEL 13'4- 12"X T" 16' 10'ALIM Sf 16"SS T116(.M3") TRPLE PULL DRECT DRIVE 1 N.P.(QTY.21 1•tf2"SCH 4@ 0"(QTY.4)
220Y 6.8A EACH
1 r ENGINEERS SEAL
TITLE: �, � PH:800-325-1116 NAME DATE
. ,�� FAX:252-747-4377
4 PILING BOAT LIFT TIDETAMER.COM DRAWN ACC 7-7-15 PAULWMCZHINC.
P.O.BOX 1118 M&CMUNC4L MLwcn AL onm E)1raY1eCl wm
SPECIFICATION SHEET t+(xmnwff mlms SNOW HILL,NC 28580 CHECKED fmwsL w AL7xm sr.sunwirl I s
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UNLESS OTHERWISE SPECIFIED: ENG APPR. f7M 7�BBQPWXLC#MVC*AOL.COW
PROPRBTMY AND CONRDETAIAL DIMENSIONS ARE IN INCHES COMMENTS: PAVL P.E FLA LfCAfa
SIZE DWG. NO. REV THE MORMATION CONTAINED IN THIS TOLERANCES:
DRAWING IS THE SOLE PROPERTY OF FRACTIONAL±
ENGINEERING TIDE TAMER MUSTRIES.ANY ANGULAR:MACH± BEND± i
REPRODUCTION IN PART OR AS A WHOLE TWO PLACE DECIMAL ± T
WITHOUT THE WRITTEN PERMISSION OF THREE PLACE DECIMAL ± 1 hto i 'i O Qo 1 C
SCALE:AS NOTED SHEET 1 OF 1 I'DE TAMER INDUSTRIES IS PROH IBTTED.
DO NOT SCALE DRAWING
5 4 3 2 1