HomeMy WebLinkAboutENGINEERING SUBMITTALSi'
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SCANNLD
BY
St Lucie County
ENGINEE
G SUBMITTALS
April 13, 2018 RECEIVED
WIND L/OAD CERTIFICATION: MAY 0 3 2018
ST. Lucie County, Permitting
CODE FBC 2017 6TH ADDITION/ FRC 2017/ ASCE 7-10
SPEED: 170 mph, 3 SEC. GUST
EXPOSURE: "D"
IM
PORTANCE FACTOR: 1.0 0TERNAL PRESSURE COEFF.: 0.00
JOB:
GARCIA RESIDENCE
44 AQUA RA DRIVE
JENSEN BEACH, 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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CONCEALED FASTENERS OR Ai�ACHMENTS THESE PLANS AND ALL PROPOSED W REVIEW E, D FR COUNTY 1�uII,D��r ION
� WORK FOR CO1,pL
ARE THE RESPONSIBILITY OF THE ARE SUBJECT TO ANY CORRECTIONS REVIE , y
DATE
CONTRAC.TOR.OF RECORD REQUIRED 6_Y_FIELD_INSPECTORS THAT _s
AND PMMIT
MAY BE NECESSAAY IN ORM TO OR'NO DN KEP
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GARCIA �'' ' Jerner & Associates, Inc. SHEET I
Marine & Environmental Consulting Date: 3318118
44 AQUA RA DRIVE I 2537 SE Alfonso Ave. Nast. Lucie, FL34952
Ph.(772)283-2950
JENSEN BEACH y 1 . JERNER@BELLSOUTH.NET
MANMADE CANAL.
WINDMILL VILLAGE BY THE SEA -UNIT TWO-
BLKA E 112 LOT 6
GARCIA
44 AQUA RA DRII/E
.1ENSEN BEACH
Jerner-&Associates, Inc.
Marine & Environmental Consulting
I 2537SE Alfonso Ave. Port St. Lucie, FL34952
Ph.(772)283-2950
JERNER@BELLSOUTH.NET
1 "= 10"
Date: 318118
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SHEET Z
Dock Section Thru
Live Load 40 lbs. / Sq Ft
Dead Load 5 lbs. / Sq Ft
SGL Bolts, Nut,
Washers 5/8" H.D. --�
Galy. Or S. S. (304) w i
Nut Fully Threaded
VARIES
2" x 6" SYP, .40 A CQ
Minimal plank spacing.
Fasten w #10 3" SS (304)
Screws, 2 per Stringer
2" x 8" P. T. SYP, .40
r ACQ treated stringers to
be butt jointed, butt
joints to be staggered.
2" x 8" P. T. SYR .40
ACQ treated DBL be
._.._.._.._.:_.._.._.. .: .._.._.._.._
- MLW
RI
Pilings jetted to a minimum depth of Wand as
necessary to provide adequate bearing and stability
1�
ti GARCIA
44 AQUA RA DRIVE
JENSEN BEACH
-Min. 8" Dia. 2.5.
CCA treated piles
Design Windload Information \�
Code: FBC 2017 67H 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
Dock Plan View
VARIES
--._._._._._._..
_._._._._._._ ...............4
5
G LU
co
Stringers 24°
d r CD
Z r M
O.C. Max
(3w u.i Lr)
Center Stringer(s) toe Nailed w (2) #16 SS
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(304) Ring Shank Nails @ Each Bent, Outside q U w U U O
Stringers Face Nailed w #16 SS (304) Ring
w U O'D W
Shank Nails, Inside or Outside Stringers
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- —r Jerner & Associates, Inc. SHEET 3
Marine'rEnvironnicntalConsulting Date:318118
2537 SE Alfonso Ave. Port St. Lucie, FL34952
-- _ Pk(772)283-2950
Uf d JERNER@BELLSOUTHWET
kRD
OPTIONAL
NOTE: LOAD SHOULD BE EVENLYDISTRIBUTEDBY MOUNTING OPTIONS: CAW ROUTING:
POSITIONING THE CENTER OF GRAVITY DIRECTLY
IN THE CENTER OF HE LIFTING BEAMS AS SHOWN PILING MOUNT SIDE MOUNT
IN THE ILLUSTRZATION ABOVE. (AI) 2x urss L&r. BOLT MOUMHAWWARE:51 . WX 5K, 7K I OK, 13K, 1 6K
(A. TAN. LENGTH
.UIG
qf?ll 00 II112xlaSSHEXNUT C0NTRACTOR XIIVX2
HEX BOLT Wt LOCKS AND NUT!
5,000 lb.
r"ar
-7,q00A 6 in
lbn
106900 lb. 12ft 6 In 12 It 6 in BI
e— 1-3,000 lb-)
12fiSIn 14ft A]
xx 61 '4"X6XIG' 8" ALUM 5116- SS 7119 (31r) SINGLEPULL OURCrORIVE 3/4 H P. (CITY. 2j 1.1M (SCH 40) W (Ql?. 4)
22OV4.gAEACH
�2M.&BAFACH:
314 H P. (QTY. 2)
12'W S"XW X'12'6' VALUM 5/16., SS 7—/19 (.3jW-j-j OOUBUPULL DIRECT DRIVE 2M'"AEACH i-IM (SCH 40) B" (QTY. 4)
E
--�H.P. (QTY. 2)
S' CHANNEL 12 W 6'XIWXIN 10"ALUM S/16"SSI/19(.31y) DOUBLE PULL DIRECT 1-IM (SCH 40) la" (QTY.41
161(loo to 220V fi.8A EACH
TITLE: BUILDING CODE: NAME DATE ENGINEERS -S EA__
4 PILING BOAT LIFT FBC 2017 (0 EDITION) DRAWN ACC 2-2-18 M, 122018
SPECIFICATION SHEET NEC 2014 (NFPA70) CHECKED
PROPRIETARY AND CONFIDE-MAL PH: 800-325-1116 ENG APPR.
FAX-.252-747-4377 COMMENTS:
SIZE Q. NO. REV THE INFORMATION CONTAINED IN THIS TIDETAMER.COM
DRAWING IS THE SOLE PROPERTY or P.O. BOX 1118
TIDE TAMER INDUSTRIES. ANY SNOW HILL, NQ28580
ENGINEERING REPRODUCTION IN PART OR AS A WHOLE
WITHOUT THE WRITTEN PERIVIISSION OF
SCALE: AS NOTED SHEET I OF 1 TIDE TAMER INDUSTRIES IS PROHIBITED. DO NOT'SCALE DRAWING
5 4 3 1
n
9oL 4 Qu-4 - RA ro -,-
1
RECEIVED
MAY 0 3 2018
ST. Lucie County, Permitting
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