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WATER Mr--`AGEMENT TRACT C 9236 Short Chip Circle .,2012016
PARCEL CONTROL NUMBER 3334-501-0217-000-7
IFND
LEGAL DESCRIPTION.•589'9'49"E P 52.00'M FND IRC UNREADABLE LAIfESATPGt�u1LlAGEbPey3.321HLNDLOT7910R3216.2491
IRC UNREADABLE B43 PG 32 RECOR EO NPUBLICRECORDS SAINT LUCIE COUNTY CIERK OF COURTS,FLORIDA
12 95 5ECT1pN34T wµ5T11p35 SOUfH RANGE 39 EAST
P-37 2295 .00 SURVEYNOTES.• 036AFRF NNORLE5S
0 1�5_ 30 .',0021.2 0 PROPOSED LANAI 1.LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RGHr-OF-WAY AND/OR EASEMENTS aF .
6.0 -� NO SEAR SURVEY
OF P ERU RECORDS HAS BEEN GONE DI THIS OFFICE. �� C
19.17'o i I -COVERED PORCH y THIS SURVEY IS CFRIIRED ONLY 10 THE NAMED INDIVWALS
d'
v - .OD i ELEVATIONS HEREON ARE ASSUMED ELEVATION 60.00
C LEGAL DESMPDON SUPPLIED BY CLINT.
0 1 STORY RESIDENCE 5.NO STRUCTURES THAT ARE ABOVE OR BENEATH THE SURFACE HAVE BEEN LOCATED OTHER THAN
BLOCK D LOT 80 p BLOCK D LOT 79 EOH WHAT IS SHOWN.HEREON.
OCCUPIED M m BLOCK D LOT 78 4,eMNGs sHoWH RER ARE CONFORMED 10 PLAT MESS OTHERWISE NOTED. -
O OCCUPIED 7.9236 Shart CIp Ledo AS MONUMENTED AND SHOWN ON GRAMM '
a a d
M g FNOi0A01MEN1$Of UNDERGROUND FWDATONS,IWROVEMDRTS OR VTBIRES,NOT NSGE Y4AE NOT LOCATED
W AS PART OF THIS SURVEY UNLESS SHOWN HEREON. '
v
0 18.50' •00 REPRODUCTION AI THIS MAP AND ALL SNffls ATTD SURVEYOR
ARE N0T VALID NITHOUT THE SIGNATURE "
- MIN,SETBACK AEa. AND
ORIGINAL RAISEDSEAL OF A FLORIDA ULiDNSA suRVETDR AND YAPPER.
OY -� I.BEAWNGS SHOWN HEREON ARE FzERENCED 10 THE NORTH BOUNDARY LINE WHICH BEARS SB949'49T.
Z t` 1 MMUNTY NAP PANEL NOT PRINTED FLOOD ZONE X PANEL 12111CO275J
N OVERED ENTR FRONT ToC LEGEND
21.50' SIDES -t2 a OW-RIGHT-OF-WAY IRC-IRON ROD&CAP
6.0 52 70 -POWER POLE IN-IRON ROD FIELD DRAWN : S11 AB SB
CNR SIDS O -UCE14SO BUSINESS PP-POWER POLE EPRODUC 0 O THIS AT4U ALL
IF;' roNr.RFTFngivFwAyR£AR� yE BR-FOUND IRON ROD SHEETS ATTACHED ARE NOT VAUD
0 FND-FOUND
FND IRC UNREADABLE -PAGES N7THOUT THE SIGNATURE AND ORIGINAL
�NG. ijP F.-FINISH FLOOR L_LENGTH of CURVE RAISED SEAL OF A FLORIDA UCENSED
P 44.39'M FND IRC UNREADAB j" -GROUND ELEVATION D-DELTA ANGLESURVEYOR AND MAPPER.
S89.59'49"E S89' 9'49"E(P)5 .00'(M) -BEARING REFERENCE R-RADIUS AB SURVEY ENTERPRISES INC LB 6301
DUE-DRANAGE MIRY EASEMENT PB-PLLATBOOK 342 CARTER AVE, PSL, FL 3498J
FIRfg1ND ON Roo k CAP ID-INOENTFICATION PHONE/FAX 772-224-2963
l P-PLAT
SHORT HIH ARC F 20' ASPHALT ROAD(P)444.79'(M) A BM-BwCH MARK ELL 772-579-3849
FND •NAIL&DISK NO ID S89-59.49"E FND AIL&DISH I hereby aertlry Choi s,— rwre.ented
au Wos reror ed and m erNalo
4,C3
SURVEYSUPPLIESENTERPRISESINCLB.6301 a mmaPaet' tee �dWn a� oa set,brth y�Ole��oa�,r r d FAappara o choPter S.W.CARTER"AVENUE,PORT SAINT WCIE,FLORIDA 34983 s3n.asD(Ta} Rjto�r th{e 2-127.fl doa6re
ONE NUMBER 772-579-3849;772-267-0596 a�aluePe an W Qt e�`thcl tt17�e2m'e noeae•aboI aund encronahment9unleaaAIL:ABACCUS@COMCAST.NET EMAIL e m a no4SEAN.BACCHUS MAILCOMT�'LA' 1ATE: 12-20-2016 CLIENT: ""' 1i 1aSHEET DRAwN TITLE:BOUNDARY SU DAZE
NUMBE FIELD B ONANRE1OF 1 AAIF ITH PROPOSEDHOMRichard C Lutz STEVEN 0 MARSHALL LS 6376108 N£U ND DRIVEWAYTHE PORCH FACTORY PAGES OR SHEETS COVERED BY TIUS SEAL 1
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.CONTRACTOR:The Porch Factory'LLC
DESIGN CRUERiA: ( •� *a����.
Avolksble Codes,Re¢oladona,cvd SmndaNs ON
� •••••••`
1.the SW Fditive(20I4)Flaridw Building Cade,specifically Chapkr 16
FILE
AASS35-1 pociic20AhumimugmdChaytu23Wood. C _ 4r y 1 s�
2 AA ASM 33 mdSpccifimiamf Alumni®gtruames,Pal l•A oflha _O--N ca syw�• _
Ahmvom Dmi®hMmmipmpmcd by The Aluminum Also Cc., lm = ? * m• _
Waahingmn,D.C.,2010 Edition and the GuidetoAlswmmv Constructive in N1 s O'
hi ghwmdarenv2010. �. Z ra 4
3.ASCE 7-10.
Wend tsada COACF OFA51EAEilSORATIAOM PHIS ��' '••........pF�`'�y
I.CaiidOg Oavpmry Category,P=gmphl604Sand Table16045:Risk �p� p� 1�Ny
2 Basic Wind Speed,Table 1609C,State ofFlmida Debris Region B Basic IIIB,�fyTyHyyE�ttRppW��trsFTf/V�I��IOIulY1/11rOtpF�TNE ,notaaalmwa�a
Wend Speed,Paragraph 16093.1 and7able 1609J.1 Equivdmt B®e Wmd NIIIIIIYMHRI0F RE1r4111Y
Speed:Vme>14 MMPH.VAm=108 MPR,urtnuirtd by local
iorisd'rtion p
3.Eapmmv Category,Pere@aph 1609.4J:C W _
4.Saem AoofEncloweTeble 20024 •j w-a ,I w W
Fovsdaliov Dgim IX2 w-a r— 1X2 O
New Tvoell d"Monolithic CooeseteSM1b-8"a8"w/(1185 Cant J1• 2%2 ___ MACH TO FASCA — 2%2 Zg,,a
ormo at loinM1 ao J^ehdca and oovrtd w/2500 PSI roncs<Ie.The 'I�—• IX2T1'P °� -•,R
fovndaBom art baaedonnmivimvm aoB brtrin¢breaort of1500 mC Per •� I �}S i •I W x� a
Sib Edition f20i41 Florida Bulldin¢Codp Rnidmlial Volume.Section
401A.1omemv 1..bowls¢srmusv Sou hcim¢isnal rmmrtd. ~ a 2)(5 2%5 W S a
Sue iRusiom 918 i •on, or
I •I iSaiduZi F
The folloniog specificauvm are appfmble m this pwjecl: i m
1.Wbae conmem sped.d—mereq.44 whcd—in tiwseem .I— I � w-
soopeormLbyoneormamsegvlatoryagenry,the foBasvmg syecifiesti �_ 1X2 21I2 h X2 �` ¢
are appliablr. —J L :3 $
c eemahrumnr tnAsrmc9ar twfonowngmmpmen,,. J`—n'—o I 1--1r—o—� J
L Agg gee Cement Type l,-ASC314"— ISM
fi.Aggregates-Cage Aggregate MC260-ASTMC33 21'-0' <Z y
iv. Airentreinmg+/s-ASTSDd94 1 C!
ia.wmmreaaringagml-aslMca94 ' hA
v.Ckm Potable water st�IQ.j�. ygg
vL OlheredmWwesswpornad
b'Metal a`ee:s°"e shall onr°mm TNESEpLANSANDALLPROPOSEDWORK zL��`�E'3`
.ReinfaeeingBm-ASIMA613,gmde60
welaedwtreramtr-AsrMAlgs ARE SUBJECT MANYCONBECTIONS- W �5
e.Cooeem slump atdischmge rhhhm vml®then 7"mmme 0lm S". •j .
WalmaddedaBeebatmmgismtpermined. it-flEOUiflED6YfIELDINS�ECTOflSTNAT
d Ibepem and plan Gonave perAmairm Coneem Institrte Manuel w MAY BE NECE59AflY.IN OflOEfl•TO�'� a
ofStmded Psactix Pa 1,2,md3inavdinghatweamer - g
rrmebdations. ^•; ::CQRIPLY,WfiW ALI;APPLICAELE CLIP
e.Moist here er Polyelhylece-ingpemlitted. 21f, X2 2.2 1 -
'E Prior to placing oonaete,beat the mrue mbsur@m area fen termiW a
inwmplimm withthe FBC. 1X2 TYP s2 O
g.Concrete shall ben plead Duets polyethylene vepahvrim. I I 13 m
h.Allaluminwn components embedded within mnvete shall be roved +IIIII +IIIII ��qq tt11 2 0
with a6ibminam pamtaepory. a 11v�— V I�l O' Sw $
2.Alumimm extaWom shall be 6003,T5 Alloy
3.Fasteners as required W be enrrmim resi=%minimum SAE emdr 2m ST. C�':COL�'TY RiIR nrvp nIVI510N Q 3 E
bee zinc letedls ASTMB633,mmawdstaUmskedserica700",m S'—Y 5'—Y 5'-3' S'—Y
mroakds minters amdseam•4hm". A5VI1i\1ED FOR CON LLNCE w 0�$
4.All Selfbivivg Bear S,,6om membesutdhedwith ahhm Bl4saews6" - "eVIEti\`E O L+���
•from
md24"«wvta antvarel2 saewa 6•Bom enm and l2's�ter DATE
A\DPERMIT MUST AE KEPT ON JOZ a Jmuri
S.Soeened mclmures containing swimming poolssholl mmplywith the • C!tNO INSPECTION WILL ORMADE, DRAWN BY
eppReable requirements of FBC R4501.17 Residentialim Swming Baler TP
mquhemma ATE DRAWN
6.Scorers material shall be ISM seem unless approved D
approved by S est 121DRA
Alsinri—Engineering,LLC,
7.Door I—ion shod be determined by contractor in the Bold REVISION
S.When installing over concrete slab or footing which are supporting
aluminum mrmbee,inch as mntinmm smevh barb orupegh4 the paves .
must be bonded W the m onem with anepo y,thinset,ur3,000 PSI gout to
cnaum full pe dtive concern with
c®m;ae
9.All
Bashing and waterproofing shell be provided by the contractor. shnrno
10. ;UmofthemplussacimmledgnmdaaspwalimitoftibWtynotm
cooed design end mginarhhg fee.
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2.J SM@ rzrz 0.0ir 0.100• tNAUtt�iY6Ac01m1�tItGlriwt�iE
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2:TSAID:rarao.O6Ya0.1W NULJAY NUTlTIOIEMLOCIRR C 0
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2z10SMB;ra10'i0.092'x Q]9r RUd'DDNP F21SED7 OVERTGHIEl1 - cc
MINIMUM FASTENER PDGBDISTANCE:US' cc=— 6CREWBOSSESt6 NLO O
MINIMUM FASTENER SPACING:Vd' _ _ CNARRMtlEYBFA I z z a B
—NCRCT¢SCR¢W ANCHOR: •, f•ar BIlSEP1AlEANCNOgFDro
SIMPSONTITII!NO OR EQUrvA1FNT • �-. CONGw W C@ICPElESCPEW Py� eyI
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WN aUPPIGM =iF¢G RIWDMWNCRETE JAMNM•JIiYmRr nD.11 BYB BPACEDS R1Nx.YF'sgs NlOzzr 011.... 3
1NREADIOCNOIYAYBE USED FROM UPPmM6®=f QP (ON2aW6tL9BA0UPR91T
R 1NCCONH— 11GHTENrocaRFcr-W RIN2aWSY901iOP ar O1y V)
(t)1?DIA at t?RW)BOLT INRDvm-OOIEN a.�b�,a't
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RmNT DRAWN BY
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(sEEwlFwsaa/ ' r.rrusE NF,reANcgDRm
eauuTrox REanvEbiTlrts: .• rocOxcw IKCONCIETE DATE DRAWN
rls ToeemsTADEDA9ro smEWANaDRcwra:W
NDrnu�AGE IIASeramluL slAeliaorNo - x', EYeEo)ewxFACN smEoi 72/15N6
W NOOVEq TNOREN PAIFMPFNDNO SFPPUW d: Iasi AXD=f OPYAa Li
REVISION
FRONTMEW
f UPRIGHT TO BEAM CONNECTION B-'I 'a H'SMB UPRIGHTTO CONCRETE DETAILS ( r�.SLOPED PURLIN CONNECUON DETAR
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A-3 6CA E'N 9 H-1 CABLE CONNECTONSATFOUNOATON U 1
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�•r 12/15/15
REVISION
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sosxam e,A,e anx FAIEIISFR -
' DETAIL NI
H-2 CABLE CONNECTION AT CORNER 6N RN¢
A-3 ,%2TOHOSTU REDETAL H-3 OOF BRACING'CON EECTIONDETAIL A_3 SGUENs
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® a c PROJEcrADDRESS: SUNCOAST ALUMINUMJiNGINEER OF RECORD
LUTZ ENGINEERING,U.C. MORAGA P.E. ❑ ? �9238SHORTCHIP CIRCLE IlOOSOIXf}R6fWMMR�lif10 �O�•. STATE OF 4-PORT ST LUCIE aw�iaR•vrm i •'•°< •'FL 34986 AS P.ARNEff,P.WIY�OLYW1
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