2349 Seminole Reach Ct certificate of occupancy CERTIFICATE OF OCCUPANCY
PERMANENT
7
(fo -"n"9
Issue Date: August 23, 2016
RE Number: 168846-5725
Address: 2349 SEMINOLE REACH CT
Zoning: RG-M
Owner: PAUL KAPLAN
Contractor: RIVERSIDE HOMES OF N FL
Application Number: 15-SFR-2850
Description of Work: NEW HOME
Construction Type: VB
Occupancy Type: R-3
Approved: k&r4bk
Building Official
VOID UNLESS SIGNED BY BUILDING OFFICIAL
CITY OF ATLANTIC BEACH
CERTIFICATE OF OCCUPANCY WORKSHEET
Date Requested: '�!!>/q I I c,
Contractor Name: JRk\1e(S ( Je_ Harnp.Z
Permit #: � S - SFR- -Zp�,�-:>C>
Property Address: Z ,!,A_C� Sc>_ryNkrvl�le
Legal Description:
Improvements to the above-described property have been completed in
accordance with the terms of the permit and are certified to be ready for
occupancy as: �< Single-Family Residence
E] Commercial
E] Other:
Lowest Floor Elevation:
-Reqwmd As Built FITE
The following nwst be compteted befone issuing Certiflcate of 0cmpo=y.
Department Date Notified Date Approved Approved By
Fire Dept.
Public Works
Public Utilities
z A co ca)
Building ��Lzz/l &
Planning &'/z 7- /1
Tree Mitigation
Satisfied z c,
ec-0-Rio-) R/U &Pj�t C1 ( 11 (ca rv\ Q_
Final Survey with FFE V Ye ; — No
All Re-Inspect Fees Paid — Yes — No
Termite Treatment /Yes No
Gindlesperger,Toni
From: Reeves, Derek
Sent: Monday,August 22,2016 4:44 PM
To: GindiespergerToni
Cc: Mackey, Grace;Johnston,Jennifer
Subject: RE:2349 SEMINOLE REACH CT
Zoning approves
Derek W. Reeves
Planner
City of Atlantic Beach
800 Seminole Road
Atlantic Beach, FIL 32233
(904) 247-5841
dreeves(d)coab.us
From:GindlespergerToni
Sent:Monday,August 22,2016 4:38 PM
TO:Williams,Scott<swilliams@coab.us>; Moore,Kayle<kmoore@coab.us>;Clemons, Malcolm<mclemons@coab.us>;
Walker,Chris<cwalker@coab.us>; Reeves, Derek<dreeves@coab.us>; Brown, Emanuel<ebrown@coab.us>;Showman,
Lisa<Ishowman@coab.us>
Cc:Jones, Mike<mjones@coab.us>;Arlington, Daniel<darlington@coab.us>; Mackey,Grace<gmackey@coab.us>;
Johnston,Jennifer<jjohnston@coab.us>
Subject: RE:2349 SEMINOLE REACH CT
Looking for a sign off from public utilities and zoning.
Thanks,
Toni Gindlesperger
City of Atlantic Beach
From:GindlespergerToni
Sent:Tuesday,August 09,2016 4:31 PM
To:Williams,Scott; Moore, Kayle;Clemons, Malcolm;Walker,Chris; Reeves,Derek;Brown, Emanuel;Showman, Lisa
Cc:Jones, Mike;Arlington, Daniel; Mackey,Grace;Johnston,Jennifer
Subject:2349 SEMINOLE REACH CT
A C.O. INSPECTION WAS REQUESTED BY THE CONTRACTOR FOR PUBLIC WORKS, PUBLIC UTILITIES AND ZONING.
RIVERSIDE HOMES, STEVE 226-8308 IF YOU HAVE ANY QUESTIONS.
THANKS,
Toni Gindlesperger
Building Permit Technician
City of Atlantic Beach
Gindiesperger,Toni
From: Brown, Emanuel
Sent: Tuesday,August 23,2016 2:27 PM
To: Johnston,Jennifer,Williams, Scott; Moore, Kayle; Clemons, Malcolm;Walker,Chris,'
Reeves, Derek;Jones, Mike;Arlington, Daniel; Daniels, Freddie; Showman, Lisa
Cc: GindlespergerToni
Subject: RE: 1853 Atlantic Beach Drive CO request
Utilities Good this includes(Cross Connection/Backflow.
From: Johnston,Jennifer
Sent: Friday, August 19, 2016 4:27 PM
To: Williams, Scott; Moore, Kayle; Clemons, Malcolm; Walker, Chris; Reeves, Derek; Jones, Mike; Arlington, Daniel;
Daniels, Freddie; Brown, Emanuel; Showman, Usa
Cc: GindlespergerToni
Subject: 1853 Atlantic Beach Drive CO request
1853 Atlantic Beach Drive has requested a certificate of occupancy.
Thanks,
Jennifer Johnston
Building Permits Technician
City of Atlantic Beach
JJohnston(cDcoab.us
Gindiesperger,Toni
From: Clemons, Malcolm
Sent: Thursday,August 11,2016 2:19 PM
To: GindlespergerToni;Williams,Scott; Moore, Kayle;Walker,Chris; Reeves, Derelk, Brown,
Emanuel;Showman, Lisa
Cc: Jones, Mike;Arlington, Daniel; Mackey,Grace;Johnston,Jennifer
Subject: RE:2349 SEMINOLE REACH CT
Backflow inspection OK. Malcolm
From:GindiespergerToni
Sent:Tuesday,August 09,2016 4:31 PM
To:Williams,Scott<swilliams@coab.us>; Moore, Kayle<kmoore@coab.us>;Clemons, Malcolm<mclemons@coab.us>;
Walker,Chris<cwalker@coab.us>; Reeves, Derek<dreeves@coab.us>; Brown, Emanuel<ebrown@coab.us>;Showman,
Lisa<Ishowman@coab.us>
Cc:Jones, Mike<mjones@coab.us>;Arlington,Daniel<darlington@coab.us>; Mackey,Grace<gmackey@coab.us>;
Johnston,Jennifer<Ijohnston@coab.us>
Subject:2349 SEMINOLE REACH CT
A C.O. INSPECTION WAS REQUESTED BY THE CONTRACTOR FOR PUBLIC WORKS, PUBLIC UTILITIES AND ZONING.
RIVERSIDE HOMES, STEVE 226-8308 IF YOU HAVE ANY QUESTIONS.
THANKS,
Toni GindLesperger
Building Permit Technician
City of Atlantic Beach
904-247-5800 ext 5818
tqin(a)coab.us
Gindlesperger,Toni
From: Williams,Scott
Sent: Tuesday,August 16,2016 1:03 PM
To: GindlespergerToni; Moore, Kayle;Clemons, Malcolm;Walker,Chris; Reeves, Derek;
Brown, Emanuel; Showman, Lisa
Cc: Jones, Mike;Arlington, Daniel; Mackey,Grace;Johnston,Jennifer
Subject: RE:2349 SEMINOLE REACH CT
Toni,
Public Works has done the CO inspection for 2349 Seminole Reach CT. Everything is good.
Scott Williams
Deputy Public Works Director
City of Atlantic Beach
Office:(904)247-5834
swilliams@coab.us
From:GindlespergerTon!
Sent:Tuesday,August 09,2016 4:31 PM
To:Williams,Scott; Moore, Kayle;Clemons,Malcolm;Walker,Chris; Reeves, Derek; Brown, Emanuel;Showman,Lisa
Cc:Jones, Mike;Arlington,Daniel; Mackey,Grace;Johnston,Jennifer
Subject:2349 SEMINOLE REACH CT
A C.C. INSPECTION WAS REQUESTED BY THE CONTRACTOR FOR PUBLIC WORKS, PUBLIC UTILITIES AND ZONING.
RIVERSIDE HOMES' STEVE 226-8308 IF YOU HAVE ANY QUESTIONS.
THANKS,
Toni Gindlesperger
Building Permit Technician
City of Atlantic Beach
904-247-5800 ext 5818
tqin(cDcoab.us
Florida Department of Rick Scott
Governor
Environmental Protedion Carlos Lopez-Cantera
Lt. Governor
Bob Martinez Center
2600 Blair Stone Road 0 Jonathan P. Steverson
Tallahassee, Florida 32399-240
ta Secretary
August 18,2016 Vw Electromc Traiismival
Paul and Marina Kaplan
c/o Kevin Partel,President
Coastal Consulfing&Restoration,P.A.
4230 Myrtle St.
St. Augustine,Florida 32084
100-Year Storm Elevation Site Specific Determination
File Number: DU-479
Property Owner Name Paul and Marina Kaplan
Address: 2349 Seminole Reach Cowl, Atlantic Beach,
Location of Subject Property: Between apprommately 95 feet and 140 feet north of the
Department of Environmental Protection's reference
monument R-40 in Duval County.
Dear Mr. Partel:
This is in response to your recent request for a site specific deterinination of the I 00-year
stmin elevation for proposed single fiamly dwelling at the above project address.
Pursuant to Subsection 3109,Florida Budding Code,all habitable structures shall be elevated
at or above an elevation whi cb places the lowest horizontal member above the I 00-year stmm
elevation as determined by the Florida Department of Envirannuental Protector in the report
titled"One-Hundred Year Storm Elevation Requirements for Habitable Structures Located
Seaward of a Coastal Construcidon Control Line." An applicant may request the Department
of Environmental Protection to determine a site-specific 100-year storin elevation for the
applicant's proposed habitable structure as part of the environmental permit application
process. Based on the survey submitted with your request and assuming a siting of the
proposed single family dwelling at no further thari 8 feet seaward of the control line, a site
specific 100-year storm, elevation for the proposed structure has been determined by the
Department. The 100-year storm, elevation (elevation of the lowest horizontal structural
member)is+15.1 feet(NAVD,or higher.
I am attaching copies of the calculations used to derive the storm surge, 100-year storm
elevation, and erosion profiles for the subject parcel.
�.dep.state.ftxrs
Kevin Panel,president
August 18, 2016
Page Two
This determination does not relieve you from your responsibility to comply wrth the
permitting requirements of my other local, state, or federal regulatory agency which has
jurisdiction over the proposed activity. If you have any questions, concerns, or need
additional information,please contact me at the letterhead address,or by telephone at(850)
245-7680,or by e-mail at david,kri Rer(@,depstate.fl.us.
Sincerely,
Du
David A. Kriger,Permit Manager
Coastal Construction Control Line Programi
Division of Water Resource Management
DAK/dw
Attachments
cc: Trey Hatch,FDEP Field Inspector
City of Atlantic Beach Building Department
w".dep.swteflus
DIU479100-Year Storm Wave Elevation Determination
Design Storm Surge Elevation(SS)=+12.1 feet(NAVD)(from Nfike Manamal
Because the proposed dwelling is landward of the erosion profile,the area within the
proposed dwelling footprint will n9t be affected by the 100-year stomn wave,
which would be appm7dmately+15.1 feet(NAVD),assuming a minimurn of 3
feet for the wave height above Stillwater(Hw).
Therefore,the Department would recommend a minimurn elevation of the bottom of the
lowest supporting structural member to be at least+15.1 feet(NAVD),noting
that the published height at the closest range monument of R-40 in Duval County
is+17.3 feet(NGVD)or+16.2 feet(NAVD).
Engineering, Hydrology, and Geology Program
Division of Water Resource Management
�tal V
3=aw August 18, 2016
To: DavidKriger
Front: Nlike Manausit
Reviewed: Dr. Robert Wang
Re: DU-479(Kaplan)
This is in response to your request for the site specific 100-year storm erosion analysis using the CCCLr model
for the above referenced project. The property is located in Duval County next to RAO. The model was run
for the 36 hour storm surge hydrograph. The structure's foundation design (Design Grade/Pile Cap Elevation)
and the underside of the structure's first floor elevation (the Storm Elevation, SE)may be determined from the
results.
CCCLr Model Input Information:
• 100-yr Combined Total Storm Tide: 12.1 ft.-NAVD
• "A"value: 0.1500
• Hydrograph: Duval County Middle Profile.
• Input profile: upland and beach based on topographic survey by Bowwright Land Surveyors, Inc.,
dated 4/2/2015. Offshore profile data based on COE survey dated 5/8/2014 at RAO in Duval County
with a profile bearing of 90 degrees. Input Profile distances am relative to the 1992 CCCL(see
following aerial graphic)with origin at 2190376N,530481.7E State Plane Florida East in feet(NAD83-
HARN).
Graphical results are in ft.-NAVD datum.
To convert an elevation to NGVD,add 1.1 to NAVD.
If you have any questions or concerns, or need additional information, please contact me in 625-F BMC, by
telephone at 850-245-7631,or by e-mail at Michael.Manausa(ddep.state.fl.us.
63400
INPUT PROFILE
Florida Monuments
CCCL
ECL
OU-479 Survey
RG13
= Red: Band_l
Green:Bandj
= Blue: Sand-3
� e 2014-May Aerial
RG13
= Red: Band 1
Green:Band-2
= Blue: Band-3
"can "low
DUVAL COUNTY(DU479)
Drawn By:Mike Manausa Oate 8/1712016
FOR ILLUSTRATION ONLY
Engineering,Hydrology,and G=Przram Horizontal Coordinate System:State Plane Florida Ent
Dwision of Water Resoo a g, , NAD83-HARN feet
Department of Environmental Protennion Vertical Coordinate System NAVO-88 feet
26M Blai,Sw.e Road,MS 3595 0 60 120 240 Feet
Tallahassee,FL 32399-2400
EMMOMMOMEMSE soon 0
MEN
INS sommossommossonsom
son
MEN
son
ONE
son
no
son
ME
ON 0
0
MEMOMPREN&ME IMEMINNEMMEMEMMOM
mmmc:illdmmmmmo MOMMIMMMEME
mmmw_mwbmdm MEMEMEMMEMME
onsommossommommon
MMMMMMMMEMMNEMMMM
DU-479 Boatwright Topo, 2014-MAY DUVAL R-40 USACOE, NAD 83/90 NAVD 88
R-1 AUG2016 0 2190376.000 530481.700 90.0 0.00
02APR15 06MAY14 OSMAY14 760 41 20699
0.0 14.00 15.0 10.00 20.0 9.00 26.0 8.50 36.0 9.00
51.0 10.00 60.0 15.00 64.0 17.00 70.0 20.00 75.0 22.00
79.0 24.00 89.0 22.00 98.0 21.00 106.0 20.00 120.0 20.00
130.5 21.50 133.5 21.00 137.5 20.00 145.0 18.00 153.0 16.00
165.0 13.00 170.0 12.00 180.0 12.00 196.0 14.00 219.0 14.00
232.0 13.00 244.0 10.00 249.0 10.00 265.0 12.00 275.0 13.30
297.0 12.00 307.0 11.00 331.0 10.90 353.0 9.00 364.0 8.00
380.0 6.50 404.0 5.00 425.0 3.70 444.0 2.10 457.0 1.00
468.0 0.00 478.1 -0.98 490.4 -2.02 501.4 -3.05 514.5 -3.66
525.1 -3.94 535.6 -4.07 547.5 -4.16 561.9 -4.05 574.3 -3.88
590.0 -2.83 602.2 -2.65 613.9 -2.69 623.9 -2.74 636.7 -2.84
649.6 -2.97 661.4 -3.16 674.3 -3.32 685.6 -3.58 696.7 -3.86
707.3 -4.17 709.1 -3.67 713.0 -3.54 717.1 -3.73 722.1 -3.93
725.1 -3.94 728.2 -4.35 731.7 -4.86 735.9 -4.87 739.3 -4.99
744.0 -5.41 747.8 -5.53 751.5 -5.55 754.7 -5.56 758.0 -5.57
762.2 -5.58 765.5 -5.68 768.9 -5.89 771.8 -6.00 775.4 -6.30
77B.5 -6.51 781.7 -6.62 784.9 -6.92 788.2 -7.13 792.8 -7.14
795.8 -7.14 799.5 -7.25 802.6 -7.35 806.4 -7.56 810.2 -7.56
814.2 -7.65 820.3 -7.44 824.4 -7.23 829.5 -6.92 833.9 -6.80
837.0 -6.79 840.1 -6.79 844.2 -6.58 848.1 -6.46 851.4 -6.36
854.7 -6.15 B58.8 -6.04 862.3 -5.84 866.2 -5.84 872.9 -5.74
878.4 -5.94 881.7 -6.04 886.0 -6.23 889.8 -6.23 893.0 -6.13
897.0 -6.12 900.2 -6.22 906.2 -6.12 910.0 -6.12 913.9 -6.33
917 .1 -6.45 920.2 -6.56 923.4 -6.67 926.8 -6.79 930.1 -7.00
935.2 -7.42 938.6 -7.64 942.6 -7.85 947.7 -7.97 951.2 -8.18
954.8 -8.08 958.4 -8.19 962.6 -8.19 966.2 -8.19 971.1 -8.29
974.1 -8.39 978.5 -8.49 982.2 -8.49 986.0 -8.58 989.7 -8.58
993.4 -8.77 998.5 -8.96 1004.2 -9.05 1008.5 -9.05 1013.7 -9.14
1018.2 -9.14 1022.7 -9.23 1028.7 -9.43 1032.1 -9.62 1037.0 -9.72
1040.4 -9.82 1045.4 -9.81 1050.3 -9.80 1056.5 -9.69 1062.5 -9.68
1067.8 -9.67 1071.1 -9.76 1074.3 -9.85 1077.6 -9.95 1080.7 -10.04
1085.8 -10.14 1090.1 -10.23 1093.2 -10.33 1098.0 -10.43 1102.1 -10.63
1105.7 -10.53 1111.5 -10.73 1116.3 -10.93 1119.8 -10.83 1123.3 -10.93
1126.8 -11.14 1131.6 -11.24 1136.4 -11.34 1140.9 -11.45 1145.0 -11.66
1148.8 -11.76 1150.7 -11.84 1155.0 -12.04 1158.1 -12.23 1161.3 -12.43
1164.6 -12.53 1169.8 -12.82 1172.9 -12.72 1176.0 -13.12 1179.2 -12.93
1182.3 -12.73 1186.0 -13.02 1191.7 -12.82 1196.1 -12.31 1201.6 -12.20
1206.4 -12.40 1209.9 -12.60 1213.1 -12.90 1216.6 -13.30 1220.9 -13.49
1223.9 -13.58 1227.4 -13.77 1231.6 -13.86 1236.5 -13.95 1240.8 -13.45
1244.8 -14.04 1250.2 -14.44 1254.6 -14.34 1258.2 -14.44 1260.3 -14.73
1263.5 -14.35 1266.8 -14.46 1271.8 -14.57 1275.8 -14.77 1278.8 -14.99
1283.9 -14.69 1287.8 -14.78 1291.3 -15.23 1295.9 -15.04 1298.9 -15.04
1302.0 -15.25 1305.2 -15.45 1308.5 -15.74 1313.0 -15.94 1316.0 -15.83
1318.8 -15.83 1324.2 -15.52 1326.4 -15.82 1329.4 -15.72 1332.5 -15.83
1335.7 -15.84 1339.4 -15.86 1343.3 -15.96 1348.4 -16.26 1352.0 -16.56
1357.8 -16.65 1363.5 -16.74 1370.3 -16.73 1373.5 -16.83 1376.7 -17.03
1381.0 -16.83 1385.2 -16.83 1388.4 -17.02 1394.3 -17.31 1397.6 -17.50
1401.5 -17.49 1405.2 -17.59 1408.9 -17.49 1413.5 -17.58 1416.5 -17.48
1420.5 -17.48 1423.7 -17.68 1427.6 -18.09 1432.1 -18.30 1436.6 -18.31
1440.6 -18.41 1444.1 -18.41 1448.4 -18.61 1453.0 -18.41 1456.4 -17.91
1459.9 -17.70 1463.0 -17.90 1467.7 -18.35 1470.5 -18.90 1474.8 -19.01
1478.7 -19.25 1481.8 -18.95 1486.5 -19.31 1490.2 -19.21 1493.3 -19.00
1497.5 -19.09 1501.1 -19.18 1504.3 -19.37 1508.6 -19.67 1511.9 -19.87
1515.9 -20.17 1520.6 -20.38 1524.0 -20.28 1527.9 -20.22 1531.5 -19.98
1535.0 -20.17 1540.1 -20.17 1543.3 -19.96 1546.5 -19.76 1552.5 -19.57
1555.9 -19.78 1559.3 -20.09 1562.6 -20.70 1568.7 -20.80 1571.9 -20.60
1575.0 -20.51 1579.0 -20.50 1582.4 -20.70 1586.2 -20.68 1589.4 -20.57
1593.7 -20.46 1598.1 -20.64 1601.7 -20.84 1604.8 -21.13 1608.1 -21.32
1611.4 -21.42 1615.2 -21.61 1618.5 -21.71 1623.6 -21.81 1627.5 -21.61
1631.9 -21.22 1635.8 -21.13 1639.9 -21.14 1643�3 -21.44 1647.4 -21.65
1651.4 -21.86 1654.8 -21.97 1660.0 -21.99 1665.6 -21.89 1670.9 -21.58
1675.5 -21.37 1678.6 -21.37 1682.0 -21.66 1685.6 -21.86 1690.6 -22.16
1693.7 -22.16 1696.8 -22.05 1702.1 -22.25 1706.4 -22.25 1709.7 -22.45
1713.6 -22.75 1717.0 -23.05 1720.9 -21.90 1724.2 -21.90 1727.4 -22.11
1730.7 -22.32 1733.8 -22.62 1739.6 -22.86 1744.4 -22.76 1748.7 -22.77
1751.8 -22.68 1755.6 -22.68 1759.3 -22.79 1763.1 -22.98 1767.4 -22.97
1770.7 -22.87 1776.6 -22.55 1779.8 -22.75 1783.0 -22.94 1786.6 -23.34
1790.7 -23.55 1793.8 -23.45 1796.8 -23.25 1799.9 -23.14 1803.4 -23.24
1807.0 -23.53 1811.1 -23.82 1814.7 -23.92 1818.9 -23.72 1821.9 -23.62
1825.2 -23.42 1829.0 -23.42 1832.3 -23.33 1835.7 -23.34 1838.7 -23.25
1842.7 -23.47 1846.0 -23.69 1849.7 -23.90 1855.3 -23.91 1859.6 -24.01
1864.1 -24.01 1867.3 -24.21 1872.8 -24.11 1876.1 -23.90 1881.7 -24.00
1884.9 -24.29 1888.3 -24.59 1891.8 -24.78 1096.8 -24.87 1902.0 -24.76
1906.4 -24.45 1911.2 -24.05 1916.8 -23.95 1919.9 -24.24 1923.0 -24.14
1926.3 -24.34 1930.2 -24.54 1933.5 -24.75 1937.5 -24.76 1941.9 -24.68
1946.3 -24.50 1951.5 -24.21 1956.7 -24.32 1960.8 -24.32 1964.3 -24.31
1969.0 -24.39 1973.3 -24.58 1978.1 -24.88 1984.1 -24.97 1988.4 -24.96
1992.9 -25.06 1998.5 -25.05 2002.5 -25.15 2008.4 -25.35 2014.2 -25.46
2018.8 -25.37 2023.9 -25.39 2028.4 -25.40 2031.8 -25.61 2036.7 -25.51
2041.0 -25.52 2045.3 -25.61 2048.9 -25.41 2053.4 -25.30 2056.8 -25.10
2060.1 -24.90 2063.4 -24.80 2067.1 -24.80 2072.1 -24.89 2076.2 -25.09
2079.3 -25.40 2082.6 -25.60 2086.1 -25.31 2090.1 -26.11 2094.3 -26.30
2098.6 -26.29 2102.8 -26.19 2108.3 -26.19 2112.0 -26.30 2116.8 -26.40
2120.9 -26.40 2124.8 -26.20 2128.2 -25.99 2131.4 -25.89 2135.0 -25.78
2138.1 -25.88 2141.2 -25.78 2144.8 -25.88 2148.4 -25.99 2151.4 -26.09
2154.4 -26.09 2157.5 -25.89 2160.5 -25.68 2164.0 -25.78 2167.1 -25.99
2170.1 -26.39 2173.8 -26.50 2179.6 -26.51 2184.3 -26.50 2188.4 -26.49
2191.5 -26.38 2194.4 -26.27 2197.8 -26.06 2201.2 -25.65 2204.5 -25.55
2207.9 -25.65 2211.6 -25.96 2215.5 -26.27 2219.2 -26.47 2224.8 -26.47
2230.0 -26.37 2235.0 -26.48 2238.4 -26.6B 2242.2 -26.69 2247.6 -26.90
2250.8 -27.10 2256.0 -27.00 2259.1 -26.80 2263.2 -26.59 2267.2 -26.68
2271.2 -26.77 2276.1 -26.97 2281.0 -26.96 2284.4 -26.76 2287.8 -26.46
2291.5 -26.26 2294.9 -26.37 2299.0 -26.48 2302.3 -26.69 2305.8 -26.80
2309.3 -27.00 2313.9 -27.20 2317.4 -27.10 2321.3 -26.99 2324.6 -26.58
2330.5 -26.46 2334.2 -26.86 2337.4 -27.16 2341.1 -27.36 2344.8 -27.35
2350.1 -27.24 2353.8 -27.33 2356.9 -27.23 2362.5 -26.93 2366.0 -26.83
2369.5 -26.84 2372.6 -26.95 2377.5 -27.17 2380.8 -27.28 2386.0 -27.58
2390.0 -27.68 2394.0 -27.68 2397.4 -27.48 2400.7 -27.28 2405.1 -27.08
2408.4 -27.08 2411.7 -27.08 2415.6 -27.07 2420.6 -27.16 2424.0 -27.06
2427.3 -27.26 2430.7 -27.56 2436.8 -27.57 2442.7 -27.57 2446.4 -27.47
2449.6 -27.37 2452.8 -27.26 2456.1 -27.15 2459.3 -27.25 2464.4 -27.55
2467.8 -27.86 2471.9 -27.97 2475.4 -28.07 2479.5 -27.97 2483.5 -27.87
2486.8 -27.57 2490.7 -27.37 2493.9 -27.27 2497.1 -27.27 2500.2 -27.27
2503.4 -27.16 2507.7 -27.26 2512.1 -27.36 2515.5 -27.56 2518.8 -27.77
2522.2 -28.08 2525.5 -28.18 2528.7 -27.97 2531.8 -27.77 2536.5 -27.56
2541.6 -27.55 2545.1 -27.44 2548.2 -27.33 2551.8 -27.33 2557.2 -27.33
2560.6 -27.54 2563.9 -27.45 2568.5 -27.76 2573.1 -27.96 2577.6 -27.96
2581.1 -27.95 2584.5 -27.65 2590.2 -27.45 2593.5 -27.55 2598.0 -27.66
2601.3 -27.87 2607.4 -27.89 2611.7 -28.00 2617.7 -27.90 2622.4 -27.69
2625.6 -27.89 2628.7 -27.98 2632.4 -28.07 2635.5 -28.07 2639.1 -28.17
,-, I .
2642.6 -28.17 2645.6 -28.27 2649.7 -28.38 2652.9 -28.48 2656.1 -28.37
2660.8 -28.37 2665.0 -28.36 2668.2 -28.26 2673.2 -27.97 2677.2 -27.78
2680.3 -27.58 2684.6 -27.59 2688.4 -27.89 2691.9 -28.09 2697.3 -28.30
2701.3 -28.21 2706.4 -28.31 2710.1 -28.21 2714.6 -28.10 2718.5 -27.89
2721.9 -27.99 2724.9 -28.18 2727.9 -28.17 2731.0 -28.17 2734.2 -28.27
2737.4 -28.27 2740.6 -28.27 2743.8 -28.47 2748.1 -28.57 2751.9 -28.67
2756.4 -28.57 2759.7 -28.47 2763.2 -28.48 2766.6 -28.69 2770.1 -28.89
2773.6 -29.00 2778.2 -29.21 2783.4 -29.02 2787.2 -28.72 2791.0 -28.43
2794.5 -28.23 2797.5 -28.04 2802.0 -27.94 2807.1 -28.13 2812.8 -28.31
2816.0 -28.31 2821.1 -28.40 2824.6 -28.59 2828.1 -28.69 2831.7 -28.69
2834.7 -28.69 2838.9 -28.69 2842.5 -28.59 2846.1 -28.78 2849.1 -28.98
2853.2 -29.17 2857.3 -29.08 2860.8 -28.69 2864.8 -28.49 2868.1 -28.39
2871.4 -28.59 2874.6 -28.79 2880.5 -28.79 2883.7 -28.50 2887.0 -28.09
2890.2 -27.99 2895.1 -28.09 2898.3 -28.30 2902.1 -28.51 2905.3 -28.72
2909.0 -28.73 2914.8 -28.64 2919.0 -28.54 2922.7 -28.44 2927.1 -28.53
2932.1 -28.52 2935.5 -28.82 2939.6 -28.91 2945.4 -29.11 2950.6 -29.20
2956.3 -29.09 2960.1 -28.80 2964.5 -28.70 2967.7 -28.71 2971.0 -28.81
2975.7 -28.71 2978.9 -28.51 2983.2 -28.42 2986.6 -28.53 2990.1 -28.74
2995.2 -29.04 3000.3 -28.84 3006.7 -28.75 3010.1 -28.94 3013.4 -29.23
3016.7 -29.32 3021.7 -28.90 3024.9 -28.49 3028.0 -28.18 3031.1 -28.37
3034.6 -28.67 3038.7 -28.88 3042.3 -28.78 3045.4 -28.59 3050.5 -2B.58
3055.3 -28.57 3061.2 -28.66 3064.5 -28.77 3069.0 -28.88 3072.4 -29.00
3075.9 -29.11 3080.0 -29.03 3083.4 -28.84 3088.1 -28.75 3092.6 -28.85
3095.9 -29.04 3099.7 -29.25 3102.8 -29.25 3106.0 -29.15 3111.2 -28.74
3114.8 -28.64 3117.8 -28.54 3120.9 -28.74 3126.1 -28.83 3129.9 -29.13
3133.3 -29.33 3137.3 -29.53 3140.8 -29.63 3147.3 -29.63 3151.3 -29.52
3157.6 -29.01 3160.9 -28.80 3164.1 -28.59 3168.4 -28.58 3172.8 -28.78
3176.6 -29.18 3179.8 -29.48 3183.9 -29.58 3188.4 -29.27 3191.8 -28.77
3195.1 -28.47 3198.8 -28.37 3202.4 -28.48 3205.7 -28.78 3208.6 -28.98
3212.3 -29.08 3215.6 -29.08 3219.5 -28.98 3223.0 -28.88 3227.0 -29.08
3232.3 -29.19 3235.6 -29.29 3238.9 -29.39 3242.3 -29.48 3246.5 -29.38
3251.9 -29.28 3255.0 -29.08 3258.2 -28.98 3261.5 -28.99 3267.0 -29.10
3271.0 -29.21 3275.1 -29.42 3279.3 -29.43 3282.8 -29.63 3286.3 -29.63
3292.7 -29.43 3296.1 -29.23 3299.4 -29.03 3303.3 -29.03 3306.6 -29.13
3310.0 -29.23 3313.9 -29.23 3317.9 -29.31 3321.3 -29.20 3325.3 -29.08
3330.4 -29.07 3336.5 -29.17 3339.7 -29.27 3343.0 -29.17 3346.2 -29.26
3349.9 -29.25 3353.1 -29.15 3358.6 -29.05 3361.6 -29.15 3364.6 -28.96
3368.6 -29.07 3372.3 -29.08 3375.4 -29.28 3378.5 -29.28 3382.7 -29.28
3388.7 -29.27 3394.9 -29.17 3400.3 -28.97 3403.7 -28.96 3407.5 -28.86
3410.5 -28.96 3414.2 -29.06 3417.4 -29.27 3421.8 -29.47 3425.3 -29.67
3428.9 -29.88 3432.6 -29.98 3435.6 -29.99 3440.2 -29.79 3444.1 -29.49
3447.4 -28.99 3450.7 -28.69 3454.3 -28.99 3457.3 -29.49 3460.2 -29.89
FINAL CERTIEFICATION
coastal construction Control Line Program
Dwisio.of water Reso.roe Managerrient
Florida Deparranerat of Environmental Permit Number: Vv- (A 71
Mail to: Protection 2600 Blair Stone Road
Mail Station 3566
Tallahaseee,Florida 32399-2400
E-Mail to: CCCI-Qidep.slate,flus PerrinitteeNamePpok tMAPPIr MPW)
This is to certify that the work under the permit for construction or other activities seaward of the coastal
construction control line pursuant to Section 161.053,Florida Statutes,was inspected by the undersigned and was
found to be acceptable and satisfactory in accordance with the approved plans and project description and with
all conditions of the permit. All permitted construction or activities have been completed, and no impermitted
construction or activities have occurred. Location and elevations specified by the permit and approved plans have
been verified and found to be correct, and topography and vegetation have been either preserved or restored as
required by the permit.
FOR WORK INCLUDING:
C"Twok) QP
NOTE: Any deviatiodis from the pennit and any portions of the permitted work not actually
performed shall be noted qdAeseribed in detail as anexception to this certification.
Sir ofEn * er;za Date
Typed or Printed Name ofEnginmr or Architect
(Seat)
APL Mof*
State of Florida Registration Nuumber
DEP F.73-11 5B(Updated IV13)
za-
C3
z
0
W�OfE �4T
m - - -- -------A
;ail
------------4------------
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U.S. DEPARTMENT OF HOMELAND SECURITY
Federal Emergency Management Agency
National Flood Insurance Program I =n' her
ELEVATION CERTIFICATE
Important: Follow the instructions an pages 1-9.
Copy all pages of this Elevallon Certificate and all attachments for(1)community official, (2)insurance agent/cornpany,and(3)building owner.
SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE
Al. Building Owner's Name Policy Number:
PAUL&MARINA KAPLAN
A2. Building Street Address(including Apt., Unit,Suite,andfor Bldg.No.)or P.O.R;�Wand
Box No. Company NAIC Number.
2349 SEMINOLE REACH CT
CRY state ZIP Code
ATLANTIC BEACH Florida 32233
A3. Property Desch! cription,etc.)
LOT 5,SEMINOLE REACH;PB 44, PG 67; RE#168846-5725
A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) RESIDENTIAL
AS. Latitude/Longitude: Lat. 30'21'29.1"N Long. 81'23'55.1"W Horizontal Datum: 0 NAD 1927 NAD 1983
AS. Attach at least 2 photographs of the building it the Certificate is being used to obtain flood insurance.
AT Building Diagram Number 5
AS. For a building with a crawlsipace or enclosure(s);
a) Square footage of crawlspace or enclosum(s) 0 sq If
J) Number of permanent flood openings in the crawlspece or enclosum(s)within 1.0 foot above adjacent grade 0
c) Total net area Of flood openings in A8.b 0 act in
d) Engineered flood openings? El Yes N No
A9.For a building with an attached garage:
a) Square footage of attached garage 608 sq it
b) Number of permanent flood openings In the attached garage within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in Ag.b 0 sq In
d) Engineered flood openings? []Yes E] No
SECTION 8-FLOOD INSURANCE RATE MAP(FIRM)-INFORMATION
El.NFIP Community Name&Community Number B2.County Name B3. State
CITY OF ATLANTIC BEACH 120075 1 DUVAL Florida
B4.Map/Panel 85.Suffix Be. FIRM Index 87.FIRM Panel B8 Flow Zone(s) B9.Bass Flood Elevation(s)
I OMM013
Number Date Effective/ (2cme AO, use Base
Revised Date Flood Depth)
016
121011C0407 H 06/0312 1 x NIA
SIO. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in hem Bg:
E] FIS Profile Z FIRM []Community Determined F1 Other/Source:
BI 1. Indicate elevation datum used for BFE in Item B9: E] NGVD 1929 0 NAVD 1988 E] Other/Source:
Bl 2. Is the building located in a Coastal Barrier Resources System(CERS)area or Othorwise Protected Area (OPA)? E]Yes 0 No
Designation Date: CBRS E] OPA
FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6
ELEVATION CERTIFICATE OMB No. 1660-OOGB
Expiration Date:November 30,2018
IMPORTANT: In these spaces.copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt.,Unit.Suite,and/or Bldg.No.)"P.O.Route and Box No. Policy Number:
2349 SEMINOLE REACH CT
city State ZIP Code— Company NAIC—Number
ATLANTIC BEACH Florida 32233
SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED)
Cl. Building elevations am based on: [] Construction Drawings- [-]Building Under Construction' 0 Finished Construction
-A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations-Zones AI-A30,AE,AH,A(with SFE),VE.VI-V30,V(with SFE),AR.ARIA.ARIAE,AFUAl-A30,ARIAH,APJAO.
Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rim only,enter metals.
Benchmark Utilized: 11.40(COMMENT) — Vertical Datum: NAVD 1988
Indicate elevation datum used for the elevations in items a)through h)below.
E] NGVD 1929 [E NAVD 1988 E]Other/Source:
Datum used for building elevations must be the same as that used for the SFE.
Check the measumment used.
a) Top of bottom floor(including basement.cunvispace,or enclosure floor) 18. 1 feet meters
b) Top of the next higher floor 27. 6 feet meters
c) Bottom of the lowest horizontal structural member(V Zones only) WA.— C3 feet meters
d) Attached garage(top at slab) 17. 4
.— N feet El meters
a) Lowest elevation of machinery or equipment servicing the building 17. 6 0 feet EJ meters
(Describe type of equipment and location in Comments)
0 Lowest adjacent(finished)grade next to building(LAG) 16. 9 feet meters
g) Highest adjacent(finished)grade next to building (HAG) 17. 5 [E feet 0 meters
h) Lowest adjacent grade at lowest elevation of deck or stairs,including 17. 4 Z feet El meters
structural support
SECTION D-SURVEYOR, ENGINEEP,OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to cartily elevation information.
I carthy,that the information on this Certificate represents my best efforts to interpret the date available. /understand that any false
statement may be punishable by fine or ftnpfi�mamf under 18 U.S. Code, Section 1001,
Were latitude and longitude in SecthonAprovided by a licensed land surveyor? ZYas EINO E]Check hem If attachments.
Cortifier's Nam License Number
DONN W BOATWRIGHT.PSM LS 3295
Title
PRESIDENT
Company Nam Place
BOATWRIGHT LAND SURVEYORS,INC Seal
Addimas Here 6\
F\J
1500 ROBERTS DRIVE
CRY State ZIP Code
JACKJONVILLAEACH Florida =50
Sign Data Telephone
Copy at �11 1- 811812016 904-241-11550
all pagmi""isElavallon Certificate and all attachments for(l)conamunitylofficial,(2)insurance agent/company,and(3)building owner.
Comments(including type of equipment and location,per C2(e),if applicable)
A5-INFORMATION OBTAINED FROM ITOUCHMAP.COM AND VERIFIED ON LABINS.ORG
A7-HOUSE FOUNDATION ON PILING
C2-BENCHMARK- N RIM SMH IN C/L SEMINOLE REACH CT IN FRONT OF RESIDENCE#2345 SEMINOLE CT.
BOTTOM OF ELEVATOR PIT-17.6'
C2e-LOWEST AC CONDENSER UNIT LOCATED ON CONCRETE PAD ON SOUTH SIDE OF STRUCTURE.
FEMA Form 086-0-33(7115) Replams all previous editions. Form Page 2 of 6
ELEVATION CERTIFICATE OMB No. 1660-0008
Expiration Date:November 30,2018
[IMPORTANT:In th"s spaces,copy the corresponding information firrom,Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt.,Unit Suite,andfor Bldg.No.)or P.O.Route and Boic No. Policy Number.
2349 SEMINOLE REACH CT
E;Ry --SFt--t-'ZIP Code -En�P.nYNAIC Numbr
ATLANTIC BEACH Florida 32233
SECTION E—BUILDING ELEVATION IMFORMT10N(SURVEY NOT REQUIRED)
FOR ZONE AD AND ZONE A(WITHOUT BFIE)
For Zones AD and A(without BFE),complete Items E1—E5. if the Certificate is intended to support a LOMA or LOMR-F request,
complete Sections A, B,and C.For items EI—E4,use natural grace, If available.Check the measurement used. In Puerto Rim only,
enter meters.
L
E I rovj orm
I. Provide elevation information for the following and check the appropriate binces to show whether the elevation is above or below
lev 0 1
s 1 1 ce gre
rthe highest adtjacent grade(RAG)and the lowest adjacent grade(LAG).
P
a igh t I
a) Top of omfl or(1]
a) Top of bottom floor(including basement,
0
c cre sp ce or do
rawispace,or enclosure)is El feet 11 meters above or El below the HAG.
Top of chord floor III
b) Top of bottom floor(including basement,
crawlspace,or enclosure)is feet []meters above or 0 below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 andfor 9(see pages 1-2 of instructions),
the next higher floor(elevation C2b in
the diagrams)of the building is El feet [-]meters El above or El below the HAG.
E3. Attached garage(top of slab)Is El feet El meters El above or El below the HAG.
E,I� Top of platform ofmachinery and/or equipment
servicing the building is El fast El mature D above or El below the HAG.
E5. Zone AD only: If no flood depth number is available, Is the top of the bottom floor elevated in accordance with the community's
floGdpiain management ordinance? [-] Yes [:] No E] Unknown. The local official must cedify this information in Section G.
SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION
The property awrier or owners authorized representative who completes sections A, B,and E for Zone A(with ut a FEMA-Issued or
wmmunity�jssuecl BFE)or Zone AD must sign hem.The statements in Sections A,B,and E am comect to the%at of my knowledge,
Property Omer or Ownees Authorized Representat
Address CRY state --YIP—Code
ignaturre Date Telephone
Comments
E]Check hem If attachments.
FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6
ELEVATION CERTIFICATE OMB No. 1660-0008
Expiration Date:Nmember 30,2018
IMPORTANT: In these spaces,copy the conresponding Information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number.
2349 SEMINOLE REACH CT
CRY State ZIP C;je- Company NAIC-Number
ATLANTIC BEACH Florida 32233
SECTION G-COMMUNITY INFORMATION(OPTIONAL)
The[owl officiial who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete
Sections A,8, C(or E),and G of this Ele"tion Certificate.Complete the applicable ftem(s)and sign balm.Check the measurement
used in Items G8-G10.In Puerto Rim only,enter meters.
G1, [] The information in Section C was taken from other dommentshon that has been signed and sealed by a licensed sur%teyor,
engineer,or architect who is authorized by law to cerfify elevation information.(Indicate the source and date of the elevation
date in the Comments area below.)
G2. F-1 Awarmunityofficial completedSection Efora building located inZoneA(wfthouta FEMA-issued orcommunity-Issued SFE)
or Zone AO.
GIL E] The following information(Item G4-G 10)is provided for community floodplain management purposes.
G4. Permit Number GS. Date Permit Issued G6. Date Certificate of
Compfiance/OcctIpancy Issued
G7. This permit has been issued for: 0 New Construction[] Substantial Improvement
G8. Elevation of as-bulft lowest floor(including basement)
of the building: E]feet El meters Datum
G9. BFE or(in Zone AD)depth of flooding at the building site: El feet El meters Datum
GID. Communitys design flood elevation: 0feet 11 metem Datum
Local omciars Nam Tire
Community Name Telephone
Signature Date
Comments(Including type of equipment and location,per C2(e),If applicable)
El Check hem If attachments.
FEMA Form 086-0-33(7115) Replaces all previous editions. Form Page 4 of 8
BUILDING PHOTOGRAPHS OMB No� 1660-0008
ELEVATION CERTIFICATE See Instructions for Item AS. Expiration Date: November 30,2DI 8
IMPORTANT: In these spaces,copy the corresponding Infortnation from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Routs and Box No. Policy Number.
2349 SEMINOLE REACH CT
CRY state ZIP Code Company NNC Number
ATLANTIC BEACH Florida 32233
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs belo%v according to the
instructions for Item AS.Identify all photographs with date taken;"Front View"and"Rear VaW';and,if required,"Right Side View"and
"Left Side View.- When applicable, photographs must shm the foundation with representative examples of the flood openings or
vents,as indicated in Section AS.If submilling more photographs than wil fit on this page,use the Contmuetion Page.
Aw
Photo One Ceplion FRONT VIEW
Photc;T�Captlon REARVIEW
FEMAl'o"0136-0-33(7116) Replaces all previous editions. Form Page 5 of 6
BUILDING PHOTOGRAPHS OM13 No. 1660-0008
ELEVATION CERTIFICATE Continuation Page Expiration Data:Novswinber 30,21018
IMPORTANT:In these spaces,copy the corresponding Information from Section& FOR INSURANCE COMPANY USE
Building Street Address(including Apt.,Unit,Suits,and/or Bldg.No.)or P.O.Routs and Box No. Policy Number,
2349 SEMINOLE REACH CT
city State ZIP Code Company NAIC Number
ATLANTIC BEACH Florida 32233 1
If submitting more photographs than %will fit on the preceding page, affix the additional photographs belm. Identify all photographs
with: date taken� "Front VieW and "Rear VieW; and, If required, 'Wight Side V!eW' and *Left Side View.* When applicable,
photographs must shm the foundation Win representative examples of the food openings or vents,as indicated in Section AS
PhotoOneCaplion RIGHTSIDENAEW
PhotoTv,oCeption LEFTSIDEVIEW
FEMA Form DBB-0-33(7116) Replaces all previous editions. Form Page 6 of 6
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ADDRESS L % "ELMS fWLOY.E
DATE I VM ED USED
TREATMENT AREA TREATED
FEE TREAT MERE I FUSION Y ENTRY
�TREAFTMEFE`
INT STRUCT I ENT BAND
�SIE ANNE I DR.E I
FINAL PERIMETER GRAIDE TYPE OF SILAS IRIEILI MONC4EFGC
CIRCLE ONE CC..ERE.L NGSRC.1AL
LINEAN FOOTAGE
FIRSVILOGRfLAFINGAREA
GARAGE
M,C,PEI I NEAR
FRONT ENTRY
TOTAL TREATED L.
T.C.
—N ......�-RAN,