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PAUL WELCH iNC.
NIECH-ELECT-CIVIL ENG. I
1934 BILTt'ARE ST. i=114
PORT SAINT L UCIE, FL 34@84
AUG 3 Z0�' FLA SEWELCHG 9945
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DESIG'S GPEtl X Et1CL PART. ENCL--
ED (3 SEC. GUST) Vult. 160 t7H
VIND SPEED'Vmzcs 123 1rH
'l,7 -CATEGEM.yo 2
EXPOSURE CATE- RY
MITERNAL F EM,'?Z (OEF, 0,00
t,:AN I;uIIMM HEIGNT, 8' FT.
M-13RTANCE FACT07i I7
=M,'Zr1TS XM CLAmms VDID / _42 p PSF
% -3 ,i,; C i iON SliAl ' FOLLOW-FLORIDA GUIDING CODE.",2020
(7-- _OMONI As ADOPTED BYTHE CITY OF PORT sr.LUCIE AND AS
A=PLiCAS-E TO T'e HE AREA IN%WHICH THE BUILDING ISTO BE
CONS 1,,R' CTED t'17, H ALL APLLICABLE AMIENOMENTS.
c. =:'c Co,v±RAC TT OR.SUS CONTRACTOR.SUPPUER.ETC..SHALL VERIFY ALL
:T:NS'ONS.COND—MONS AT JOB Sri E.PLANS.SPECIFICATIONS,
C.PR:CR TO CONSTRUG i ION.THEREFORE NOT I OHOLD LIABLE THE
D_GiGN=R OR ENGINEER FOR ANY OMISSIONS OR ERRORS DURING
3.ALL%WRITTEN D!I.!ENS!ONS ON THESE DRA\VINGSTAKE PRESEDENCE OVER
SCALEC
4.STRUG URAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADRESSED BY i HE:ENGINEER AS CONSTRUCT ION PROGRESSES.
STRUCTiJF.AL NO�..�.�
1.GE51QN LOADS IN ACCORDANCE%WrH THE ASCE7-16.
2.SOIL BEARING CAPCT Y 2500 PSI(MIN.)
3.ALL CONCRETE SHALL HAVE NINI'•'UM COMPRESSIVE STRENGTH OF 4500
PSI AT 28 DAYS..
G.ALL COLUI.INS.PANELS.FITTINGS.ETC.,SHALL HAVE REBAR AS SPECIFIED
CONM',NUOlUS,%V H MfNI1JU`1 1 Va-CONCRETE COVERAGE(3"FOR BELOW
GRADE)
PAUL WELCH INC.
FAE H-ELECT-CIVIL ENG.
C
1984 BILTiAC _IRG ST.#114
PORT SAINT LUCIE.FL 34984
AUG PAUL WELCH P.E.
2021 FLA REG N0.29945 T' r
Sunned vl'ilQ4 er
a � o - a
SHEET I OF 2.(SURVEY SKETCH)----SURVEYNOT COMPLETE WITHOUT ALL SHEETS
P OF BOUNDARY SURVEY PREPARED FOR ELEAZAR DE JESUS TEJEDA VENTURA &ARELIS M. ZAP
BOUNDARY
MIN. SETB K REQ.
FRONT
SIDES
CNR SID
REAR
zNG. --` KE BEATRICE
TECH.
N89°50'06'E 82,47'
SIRC 1/2" FIR 1/2"
(Le 6912) 10' P.U.&D.E. (NO ID)
cn 2.0'
LOT 14 12 7'
BLOCK 5
N
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LOT 13 17.3' LOT 15 `
BLOCK 5 12,7' BLOCK 5
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17.6,
13.5'
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BEARING
ci
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FIR 1/2" SIRC 1/2"
(NO ID) (LB 691.2) P.C.
N90°00'00'W. . 87,00' S90°00'00'E
❑ ❑ 254.00'
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0 0
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CITRUS PARK BOULEVARD
20' ASPHALT ROADWAY
NOTABLE CONDITIONS: r,
PROPERTY APPEARS TO BE SERVICED BY WELL AND SEPTIC. ('
THERE ISA REAR 10'PUBLIC UTILITY AND DRAINAGE EASEMENT.
WTI 0
NOTES: NORTH ARROW&
ALL BEARINGS AND DISTANCES SHOWN ARE RECORD AND MEASURED,UNLESS OTHERWISE SHOWN GRAPHIC SCAGE
AU.BvD.E.c PUBLIC UTILITY AND DRAINAGE EASEMENT
BEARINGS ARE BASED UPON THE RECORD BEARING FOR THE NORTHERLY RIGHT OF WAYLINE OF CITRUS PARK BOULEVARD.
JOB R-2106.389 RE VISION-
FIELDDAM-0612512021 REVISION- KNO W IT NOW, INC.
DRAWNBY-J.LI. REVISION- PROFESSIONAL SURVEYING AND MAPPING
REVISION- REVISION- 5220 US HIGHWAY 1,#104 (�
REVISION- REVISION- VERO BEACH,FL 32967
REvtsiox- RE VISION PHONE-(888)396-7770
FLORIDA BUSINESS CERTIFICATE OFAUTHORIZATIONHUMBER LB 6912 WWW.KINSURVEY.COM