HomeMy WebLinkAboutPlot Plans & SurveyRrECEIVED
JUN 18 "020
S-1. Lucie'County, Pe rmitting
PROJECT LOCATION
VANDERSPOOL PROPERTY',
120 QUEEN EUGENIA COURT
,FORT PIERCE., FL.34949
SHEET 2' DATE :April l,2019
FILE C
1:
i
THIS REM HAS BEEN EIECNIONICALLY
' SIGNED LED BY
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06/10ONT.��p� isewmun
USING MANN, P.E. L SIGNATURE. T „
USING A pIGRAL SIGNATURE.
jMUMURAL ASSOCIATES
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PRINTED COPIES OF THIS DOCUMEM 3ev1uN� C'.
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ARE NOT CONSIDERED SIGNED ANDMw elgfl� s+38s�"��"
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SEALED AND THE SIGNATURE MUST" 2����'°""•3���
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BE VERIFIED ON ANY ELECTRONIC
COPIES.
MIN. SETBACK
FRONT
SIDES
CNR SIDES
ZNG._
TECH
0
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B? 4
EXISTING LIFT
S/'VO
RFSee
23.2 ARC
!Oy.
EXISTING BOAT LIFT
OLD DOCK PILES
6"X6" PT BOLTED TO —
!3 SEAWALL CAP WITH
'500, STAINLESS BOLTS 12" LONG
ONE
EXISTING FLOATING RAMP 2'-OCR;TE2SEAWALL CAP—
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1060 DESIGN LOADS:
1. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN
DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING
CODE, SIXTH EDITION.
2. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED IN
ACCORDANCE WITH THE AMERICAN SOCIETY OF CIVIL ENGINEERS
STANDARD MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
STRUCTURES, 2010 EDITION (ASCE 7-10):
DOCK LIVE LOAD: 40 PSF
WIND:
WIND SPEED VNLT= 146MPH
WIND SPEED VASD= 113MPH
BUILDING RISK CATEGORY = I
EXPOSURE CATEGORY "D"
ENCLOSURE CLASSIFICATION = OPEN
WIND DIRECTIONALITY FACTOR K, = 0.85
WIND DESIGN PRESSURE
10SF TRIBUTARY AREA: 81.2PSF
ME- EIVED
JUU 18 2020
ST. Lucie County, Permitting
5/8" STAINLESS
ALL THREAD
2"x10"x8'-0" CROSSMEMBER
(3)2"x8" BLOCKS
NAILED TOGETHER AND BOLTED
TO 6"x6" AND SEAWALL CAP
2"X8" STRINGERS SPLICED
WITH2"x8"x2'-O" CENTERED
OVER CROSSMEMBER
2"X8" PT DECK SCREWED W/
3 1/2" STAINLESS SCREWS
5/8" STAINLESS
ALL THREAD
8" - 10" PILES SPACED
AT 10'-O"O.C. MAX.
Copyright SCHUCHMANN STRUCTURAL ASSOCIATES, I.I.C. AE Rights Reserved. 7560 RED BUG LAKE ROAD,
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PROJ. NO. 20-20-0610
ENGINEER: JTS/CO
DRAWN: JTS
REVIEWED: JTS
DATE: 06/10/20
SCALE: AS NOTED
SHEET
ZrA-REO UC(Mse CA No. 27082