EX36-22 Dienno (200 Mason Ct)

ROY COOPER
Governor
DIONNE DELLFGATTI
Secretary
BRAXTON DAVIS
Director
Dennis and Maureen Dienno
200 Mason Court
North Topsail Beach, NC 28460
NORTH CAROLINA
Environmental Quality
August 17, 2022
EX 36-22
RE: EXEMPTED PROJECT SINGLE FAMILY RESIDENCES WITHIN THE ESTUARINE
SHORELINE (ORW) AREA OF ENVIRONMENTAL CONCERN (15A NCAC 07K .0208).
PROJECT LOCATION/ADDRESS — 221 Porto Vista Dr, North Topsail Beach
Dear Mr. and Mrs. Dienno,
I have reviewed the information you submitted to our office concerning the necessary filing of an
application for a CAMA Minor Development Permit under the Coastal Area Management Act and have
determined that the activity you propose of a single family residence is exempt from needing a CAMA
Minor Development Permit as long as it remains consistent with your project drawing, dated August 17,
2022 , and it also meets the conditions specified below. If your plans should change and your project will
no longer meet these conditions, please contact me before proceeding.
SINGLE FAMILY RESIDENCES WITHIN THE ESTAURINE SHORELINE AREA OF
ENVIRONMENTAL CONCERN EXEMPTED
I . All development shall be located at least 40 feet landward of the normal high water level from
waters classified as Outstanding Resource Waters (ORW).
2. No ground disturbance or land disturbing activity shall occur within 40 feet of the normal high
water level of waters classified as ORW.
3. The development may not exceed a 25% built upon area within 575 feet of the normal high water
level of waters classified as ORW.
4. The development shall be consistent with all other applicable CAMA permit standards, North
Carolina Building Code standards, local ordinances and local land use plans in effect at the time
the exemption is granted.
5. This exemption does not allow for any development within any wetlands or open water areas.
Any proposal to modify or alter the development plan as proposed will require additional
authorization from the Division of Coastal Management.
North Carolina Department of Environmental Quality I Division of Coastal Management
Washington Office 1943 Washington Square Mall I Washington, North Carolina 27889 1 252.946.6481
Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 284051 910.796.7215
2 nc,r� .0
ar.xiw.mso.r�
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557 1 2,52.808.2808
��
Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909 1252,264.3901

EX 32-22
Dienno
Page 2
This exemption does not eliminate your requirements to obtain any other State, Federal or Local
authorization. Construction of the structure authorized by this exemption shall be completed by
December 31 of the third year of the issuance date of this exemption.
( Sincerely,
�
Tina Martin
Environmental Specialist II, DCM
cc: Kate Winzler, NTB Permitting Specialist
J
North Carolina Department of Environmental Quality I Division of Coastal Management
Washington Office 1943 Washington Square Mall I Washington, North Carolina 278891252.946.6481
Wilmington Office 1 127 Cardinal Drive Extension 1 Wilmington, North Carolina 28405 1 910.796.7215
+TM^�
wn.e.,xaunam.,mwx� /�
. �
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557 1252.8082808
Elizabeth City Office 14015ou[h Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909 1252.2643901

RICIAUD 0. JOYIMR
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MAP BOOK DD. PAGE ISO /
SURFACE CALCULATIONS:
TOTAL LOT AREA . 49,1161 SD. FEET
AREA Of LOT ON IANDRW,RD SIDE OF
NORMAL HCN WATER UK - 21231 W. fT.
AREA OF COVERED HOUSE FDOTPRNT +
2.020 S0. FFET (9St OROMOVS)
AREA OF CONOF.IC AND BRICK AREAS
1ryM1� 1,63J S0. FEET (7.]1 RPE1NAta)
+ / \ MEAL RPFRMOtfi AREA = 3,66D W. FIFTY (17.2%)
n \
/ \ \ OF HiOL AREA � ROOF (PRINTS - IXIISIOE
OF xwsE7BALDNIIa i0OTY6Ni5 — 19) w. EEET
\ \ AREA OF OM& StEPS, ETC. - 812 SO. PEEP
ARIA RN POOL- In SO. Fill
\ DFET 9C�"Hil PAST 6E1
` \ LOT 2A
MAP SOON Jt, PAGE
`d>
$$4
41
e�
IML= IIA•b'ODO, Eit
DMBDJK ]A A, DIKE 618 �
LOT 22
MAP B'.10K 31. PAW 1
SEKSTNC WON STAKE
EARN - 0 MG MAO NAIL
IM -IRON STAKE SET
W - NCRN(MJE£NIW PONT
SC - AIB9IMFACE CORNER
AS - T AR GROIAd BUPFACE
BG . TOP MOT OtODUNI) SURFACE
R/W - RIGHT -OF -MAY
E - ¢NIQNLNE
E .PROPERTY UK
NCGS • NORTH CAROLNA GEODETIC
SURWY
-- - LINE VE NOT SURYED
E E F - DVFINEAD VTUTY UNE
a UTILITY POI£
®• CLEAN OUT
N)- MANtIDIE
J- IFUPIIOC WK
NQIES:
1) THE PROPERTY S10MM NEMETN IS LOCATED W"
A SPECIAL ROW HAZARD AREA ACCORDING
M ROCD NSLNANCE RAZE MAR NO .122DE217001(
DATED .ARE 19, 2020. (ZONE M. EFE-12')
iNS PROPERTY IS AI -SO WITHIN A CBRS AREA
DATED OCITWFt 1. 1961
21 ALL N C. GRID DATA SIDPFN HEREON a BA40 ON MAO HMSJ
2011IAMSTAFETT U93NG THE MM FM NETWORK SYSTEM.
3) ALL DISTANCES S1OWl HEREON ARE N.C. MID DISTANCES
UNLESS (rrKRWSE MOILED.
A) COIBNEO ONTO FACTOR - O.(HMTN,7Q2
S) THIS PROPERTY a 711NED R-20 AND MU. % SU6.ECT TO
ALL RLSTR0CTONS IN T1E TOM OP NORTH TOPSAI CEAC11
RAND USE ORDINANCES- THE TOM OF NORTH TOPSAIL. BEAN
SIDUD BE CONTACTED FOR DETAILS W NEBWDROa PRIOR
M LDI NPIIOVEYBER. TRSE RESTBCTIONS MAY INC UDE,
BUT NOT BE UNITED M. SETBACKS. HEJDNT RESTRICTIONS,
DPERMU05 SURFACE REOUR3JENi5, EM.
RESTACIICN6 NAY APPLY F UERE ARC RESA MMAl
COVENANTS ASVCIAIW WITH THIS PROPERTY. SUAtEYW HAS
NOT PERFORMED RESEARCH t0 DCTFRMNE F RESIBCME
COVENANIS APRY.
&A
LIIIEINt '
\ SRRI
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1
DUAL
DUAL
UY
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GRID TIES_ AND COORDINATES:
UHM
06 NO. 104 - NORTH - 276.315.022
DEED m
EAST - 2.479.J%A.
OCEAN Q
LOT 23
FUR ND. 107 - NORTH - 276.276. 411
MM BOOM
EAST = 4179.3923W TAX PARC

Posts wl Railing
Gam Deck Waterproofing
or equiralent
—N4" T&G Plyw=1
tx10 Floor Joists
Gypsum
Top Plate
(2) 200 Header
Over w�ntlows
7' Fiber Cement SfdinQ 1z,: 4 Wall Slutls
Fell or Tyvek Wrap R "'-"atim
711V OSB Sheathing 2.4'1—Rate
% 314' T&G Flmnng
/ Existing 2.8 Joists
5i8' Rats
Insulation
PT
Piing
4' Concrete Slab
TYPICAL WALL SECTION
(W I m aGalal
PrQ
NOTES
t_ Basa-. 2010 NC BikCirg Cocas
M"Zone: 1WMPh
Floor live m I �20 W.;sgA.
Roof Livegm-2to ws .n.
2. AIIwoM expoeed b nidsd I shall W pr"epre V"lsd.
3. Houseshall be1,eotmaedb.rt al1art of rA NC mmtmlib CMes.
4. all permfts anon W obtained prior to awn a caelruniw,.
S. All trades shay comply with respo0v0 NC Building Cad".
6. House shall be snapped hum exalinggWars'Igrga to Ore
b Ms on the home with plywood The nailing panem for N9 overlap 5h
M 3 irthes on dnlar along edges am 6 incites m ®ntx aMrwise.
SCOPE OF WORK
CarelrvPtiOn shall consist of en0ming a ponlon of aw exoting deck on the firs)
I.M. The axalinp Boor sfrucwre will be used. New wills MI be Writ along the
penmafer" shovm on the plans. Coors aM wiMows lnduded on fhe part
may very depending m OwnO! prNBrences. The roof shell W a welupr00f
deck ervl will W acces"d from the 60ar above. Ce In,s snap be irtulaied to
R-30 which may rogoke spray foam I!aulalion due the av av Mble spec.
E Wicr Dhw00d shall O nP the exatirlg girders wr LIMA
'.VAem W 1�00iCM % p%wMOM4aa'. I I.. N>s`iym atncEevc..

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DocuSign Envelope ID: tEE4648F-4EE4-4F9D-916C-2C4E67F92B27
AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: i S mt'!c ifPFn 1E tl /1 n
Mailing Address: � C I)'Itscn
Phone Number:
Email Address: fQ�y'FEncinli� Qrm I l �m
I certify that I have authorized �I^rN L�fer�� %r r tiros ��rt(��inlf ,
7T— Agent I Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: VlI s err+ eh _'/ ,
at my property located at
in Qn_SIt2LAJ County.
1 furthermore certify that I am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
DocuSigned Cby:
11�LAUYU n 1/iuuiA
BdidA891 E0fiO4Ai_.
Signature
Maureen Dienno
Print or Type Name
Owner
Title
5/}7/2022 1
Date
or-CIVA16Wification is valid through 1a 1-31 1
MAY 2 $ 2022
CCM-MHD CITY

May 17 2022
(Date)
Michael Massood Jr.
(Adjacent Property Owner)
3 Hollow Brook Court
(Mailing Address)
Wayne NJ 07470
(City, State, Zip Code)
Dear Adjacent Property:
Fdelivery
ervice'".—..-
D MAIL° RECEIPT
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Certified Mail Fee $ 3 . 7 c
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❑aelurn aeceipt (Tartlwpy) $
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Total Postage and Fgita. 5 t
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$ Y
Sent To
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Sheaf endApt. Na., of PO Box No.
--------- ------- --------------------------------------
This letter is to inform you that we, Dennis and Maureen Dienno have applied for a
(Property Owner)
CAMA Minor Permit on my property at 200 Mason Court N Topsail Beach NC 28460,
(Property Address)
in Onslow County. As required by CAMA regulations, I have enclosed
(County)
a copy of my permit application and project drawing(s) as notification of my proposed project.
No action is required from you or you may sign and return the enclosed no objection form. If you
have any questions or comments about my proposed project, please contact my authorized
agent Terry Lyons at 423-767-5966, or by mail at the address listed below.
If you wish to file written comments or objections with the LOCAL GOVERNMENT CAMA Minor
Permit Program, you may submit them to:
Tina Martin
Division of Coastal Management
400 Commerce Avenue
Moorehead City, NC 28557
[e-mail]
252-725-3908
Sind,
Woperty Own"et) /
200 Mason Cou
(Mailing Address)
N Topsail Beach NC 28460
(City, State, Zip Code)
RECEIVED
MAY 2 3 2022
DC:M-MHD CITY

3ostal Service'"
T1F1Fn MAIL® RECEIF
May 17, 2022
(Date)
Phillip and Kathleen Tri
(Adjacent Property Owner)
1504 Farmington Grove Drive
(Mailing Address)
Raleigh, NC 27614
(City, State, Zip Code)
Dear Adjacent Property:
Domestic man umy
For delivery information, visit our website at wwwusles,come.
mT
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Certified Mail Fea � 3 7 c
ru
$
.7
S,WiCeS&Feea(check6PeReturn
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Mail Resticted Delivery0Mull
signature Required
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sreet and Apt No.,
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16
Postmark
Here
05/18l2022
This letter is to inform you that we, Dennis and Maureen Dienno have applied for a
(Property Owner)
CAMA Minor Permit on my property at 200 Mason Court, N Topsail Beach NC 28460,
(Property Address)
in Onslow County. As required by CAMA regulations, I have enclosed
(County)
a copy of my permit application and project drawing(s) as notification of my proposed project.
No action is required from you or you may sign and return the enclosed no objection form. If you
have any questions or comments about my proposed project, please contact my authorized
agent Terry Lyons at 423-767-5966, or by mail at the address listed below.
If you wish to file written comments or objections with the LOCAL GOVERNMENT CAMA Minor
Permit Program, you may submit them to:
Tina Martin
Division of Coastal Management
400 Commerce Avenue
Moorehead City, NC 28557
[e-mail]
252-725-3908
Since y,
(Property O ne)
200 Mason Court
(Mailing Address)
N Topsail Beach, NC 28460
(City, State, Zip Code)
RECEIVED
MAY 2 3 2022
DCM-MHD CITY

National Flood Insurance Program
V-Zone Certification
Property Information
For Insurance Company Use
Name
Policy Number
Dennis Denodinna
Structure Address or Other Description
200 Mason Ct.
City State Zip Code
North Topsail Beach NC 28460
SECTION I: FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
Note: To be obtained from FIRMS in effect at the time of the certification
1. Community Number
2. Panel Number
3. Suffix
4. Date of FIRM Index
1
5. FIRM Zone
1
370466
4277
K
06/02/21
AE
SECTION II: ELEVATION INFORMATION
Note: This form is not a substitute for an Elevation Certificate. Elevations should be rounded to nearest tenth of a foot.
1. Elevation of the Bottom of Lowest Horizontal Structure Member .......................................... 15.3 feet (NAVD 88)
2. Regulatory Flood Protection Elevation (RFPE)................................................................ 14.0 feel (NAVD 88)
3. Elevation of Lowest Adjacent Grade.............................................................................. 2.2 feet (NAVD 88)
4. Approximate Depth of Anticipated Scour/Erosion Used for Foundation Design ........................ 0.0 feet (NAVD 88)
5. Embedment Depth of Pilings or Foundation Below Lowest Adjacent Grade ................................... NIA feet (NAVD 88)
SECTION III: V-ZONE CERTIFICATION STATEMENT
Note: This section must be certified by a registered professional engineer or architect. Initial all that apply.
I certify that I have developed or reviewed the structural design, plans and specifications for construction and that the methods
of construction to be used are in accordance with accepted standards of practice for meeting the following provisions:
a) The bottom of the lowest horizontal structure member of the lowest floor (excluding the pilings or columns) is elevated to or
above the Regulatory Flood Protection Elevation; and,
b) The pile or column foundation and structure attached thereto is anchored to resist flotation, collapse and lateral movement
due to the effects of the wind and water loads acting simultaneously on all building components, including grade beams and
bracing, if applicable. Water loading values used are those associated with the base flood including wave action. Wind
loading values used are those required by the applicable State or local building code. The potential for scour and erosion at
the foundation has been anticipated for conditions associated with the flood, including wave action.
SECTION IV: AREAS BELOW THE LOWEST FLOOR
Note: This section must be certified by registered professional engineer or architect Initial all that apply.
,AJJ1;_I certify that I have developed or reviewed the structural design, plans and specifications for construction and that the design
and methods of construction to be used for the breakaway walls are in accordance with accepted standards of practice for
meeting the following provisions:
a) All areas below the lowest floor are free of obstruction (including open lattice work, insect screening, bracing and grade
beams as allowed in accordance with FEMA Technical Bulletin 5 and ASCE 24); or
b) Breakaway walls are constructed in accordance with prescriptive design in FEMA Technical Bulletin 9: Breakaway Walls; or
A—c) Breakaway walls shall collapse from water load less than that which would occur during the base flood without causing
collapse, displacement, or other structural damage to the elevated portion of the building or supporting foundations stem.
SECTION V: SAND DUNES AND MANGROVE STANDS
Note: This section must be certified by a registered professional engineer or architect. Initial all that apply.
In accordance with 44 CFR 60.3(e)(7) and Paragraph G103.7 of the North Carolina Building Code, the construction:
a) Does not alter sand dunes or mangrove stands: or
b) Alters sand dunes or mangrove stands but does not increase potential flood damage.
SECTION VI: SEPTIC TANKS
Note: This section must be certified by a registered professional engineer or architect. Initial all that apply.
a) There is not a septic tank serving the building; or
In accordance with 44 CFR 60.3(a)(3) and (6), Section G701.1 of the North Carolina Building Code, and ASCE 24-14 7.3 and
9.7, the sanitary sewer system:
b) Is designed and adequately anchored to prevent flotation, collapse, or lateral movement resulting fromg�hyydyrr t nd
hydrodynamic loads, including 150% of the effect of buoyancy and is designed to minimize or eliminat�iltilltbMod
waters into the systems and discharges from the systems into flood waters; or
c) Is located to avoid impairment to them or contamination from them during flooding.
MMI Mv1-
DCM-MHD CITY

SECTION VII: UNDERGROUND FUEL TANKS
Note: This section must be certified by a registered professional engineer or architect. Initial all that apply.
a) There is not an underground fuel tank serving the building; or
In accordance with 44 CFR 60.3(a)(3)(iv) and ASCE 24-14 Section 9.7, the fuel tank(s) servicing the structure:
b) Is designed and adequately anchored to prevent flotation, collapse, or lateral movement resulting from hydrostatic and
hydrodynamic loads, including 150% of the effect of buoyancy, is designed to minimize or eliminate infiltration of flood waters
into the systems and discharges from the systems into flood waters, and calculated flood -related loads take into account the
eroded around elevation.
SECTION Vlll: ABOVE GROUND FUEL TANKS
Note: This section must be certified by a registered professional engineer or architect. Initial all that apply.
a) There is not an above ground fuel tank serving the building; or
In accordance with 44 CFR 60.3(a)(3)(iv) and ASCE 24-14 Section 9.7, the fuel tank(s) servicing the structure:
b) Is elevated to or above the Regulatory Flood Protection Elevation on a detached platform with a foundation that meets the
requirements of Section III, or
c) Is underneath or attached to a building and is elevated in accordance with ASCE 24-14 Table 4-1.
SECTION IX: SWIMMING POOLS
Note: This section must be certified by a registered professional engineer or architect Initial all that apply.
a) There is not a swimming pool or hot tub located on the subject property; or
In accordance with the North Carolina State Building Code Section G601.5, the North Carolina Residential Building Code
Section AV103.3, and ASCE 24 9.6.2. the swimming pool i hot tub is:
b): Located and designed to be structurally independent of buildings and structures; or
c) Located in or on elevated floors or roofs that are at or above the Regulatory Flood Protection Elevation;
and
d) Is elevated so that the lowest horizontal structural member is at or above the Regulatory Flood Protection Elevation; or
e) Is designed and constructed to break away during design flood conditions without producing debris capable of causing
significant damage to any structure; or
t) Is designed and constructed to remain in the ground during design flood conditions without obstructing flow that results in
damage to any structure.
SECTION X: FILL
Note: This section must be certified by a registered professional engineer or architect. Initial all that apply.
a) No fill has been placed on the site; or
b) Any fill placed on the site is at less than a 5:1 (20%) slope and is similar to natural soils in the area; or
a) Is at a greater than 5:1 (20%) slope but will not cause or worsen wave runup or wave reflection capable of damaging
adjacent buildings.
SECTION XI: EROSION CONTROL STRUCTURES
Note: This section must be certified by a registered professional engineer or architect. Initial all that apply.
Bulkheads, seawalls, retaining walls, revetments, and similar structures are considered erosion control structures.
a) No erosion control structures have been placed on the site; or
b) Erosion control structures are located at least 30' from any structures; or
c) Erosion control structures are not located beneath any structures and will not cause or worsen wave runup or wave
reflection capable of damaging adjacent buildings.
SECTION V: CERTIFICATION
Name of Certifier
Title
M. Floyd Adams
Engineer
Qv ,
Firm Name
License Number
The
The Adams Company, Inc.
12273
µ`
�, �•o
ail /il• o
12;73
Street Address
Phone Number and Ems
�ECEIVED
708 Abner Phillips Rd
(910)-293-2770
„ 8
r+rPar%+roathb+"'
City
State
Zip Code MA 2 3 M1
Warsaw
NC
28398
.•
Signature
Date - Iif
2
Seal
N.C. Division of a goncy Marisoment 0412020

U.S. DEPARTMENT OF HOMELAND SECURITY OMB No, 1660-0008
Federal Emergency Management Agency Expiration Date: November 30. 2022
National Flood Insurance Program
ELEVATION CERTIFICATE
Important: Follow the instructions on pages 1-9.
Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
SECTION A — PROPERTY INFORMATION
FOR INSURANCE COMPANY USE
Al. Building Owner's Name
Policy Number:
Triton Construction, LLC
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and
Company NAIC Number:
Box No.
200 Mason Court
City State ZIP Code
North Topsail Beach North Carolina 28460
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
Onslow County tax parcel number: 7758-78
A4.. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential
A5. Latitude/Longitude: Lat. 34-29-55.0 Long.77-24-32.7 Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 6
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s) 243.00 sq It
b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 6
c) Total net area of flood openings in A8.b 615.00 sq in
d) Engineered flood openings? ❑ Yes Z No
A9. For a building with an attached garage:
a) Square footage of attached garage N/A sq It
b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A
c) Total net area of flood openings in A9.b N/A sq in
d) Engineered flood openings? ❑ Yes n No
SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number
B2. County Name
B3. State
Town of North Topsail Beach 370466
Onslow
North Carolina
B4. Map/Panel
B5. Suffix
B6. FIRM Index
B7. FIRM Panel
BB. Flood
B9. Base Flood Elevation(s)
Number
Date
Effective/
Zone(s)
(Zone AO, use Base Flood Depth)
3720427700
K
06-02-2021
06- 92020 Date
AE
12
pFEssrp
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item Lm::t• _
❑ FIS Profile Z FIRM ❑ Community Determined ❑ Other/Source: _ SEAL
B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Othe*�So&c�
'1,'� vim'..'
Ua'�s
,Si ••.........
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected A�r�aZ AY2. 1^Pa ❑ No
runm
Designation Date: 10-01-1983 ❑x CBRS ❑ OPA
RECEIVED2-
FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 1 of 6
MAY 2 3 2022
DCM-MHD CITY

ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: November 30, 2022
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,) or P.O. Route and Box No.
Policy Number:
200 Mason Court
City State ZIP Code
Company NAIC Number
North Topsail Beach North Carolina 28460
SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* N Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2- Elevations— Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO.
Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters.
Benchmark Utilized: NCGS RTK network Vertical Datum: NAVD 1988
Indicate elevation datum used for the elevations in items a) through h) below.
❑ NGVD 1929 ❑x NAVD 1988 ❑ OthedSource:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 4.9 ❑X feet ❑ meters
b) Top of the next higher floor 17.6 Z feet ❑ meters
c) Bottom of the lowest horizontal structural member (V Zones only) 15.2 0 feet ❑ meters
d) Attached garage (top of slab) N/A Q feet ❑ meters
e) Lowest elevation of machinery or equipment servicing the building feet 3
9.❑ ❑ meters
(Describe type of equipment and location in Comments)
0 Lowest adjacent (finished) grade next to building (LAG) 4.3 ❑X feet ❑ meters
g) Highest adjacent (finished) grade next to building (HAG) 4.6 ❑x feet ❑ meters
h) Lowest adjacent grade at lowest elevation of deck or stairs, including ❑ q,3 feet meters
❑
structural support
SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false
statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Were latitude and longitude in Section A provided by a licensed land surveyor? ❑X Yes ❑ No ❑ Check here if attachments.
Certifier's Name License Number
Phillip M. Taylor L-3886
`%,%%% NrCARO� ,,"
.` O.•OF ESSrp�,' �� ���
i •'9 '
Title
Professional Land Surveyor
:,?` eF
gv.Ic�c
Company Name
Johnny J. Williams Land Surveying, P.C.
.•'• 6�a ,,
Address
P.O. BOX 778A•�AN"asuRtiEo�'•QQQ��`
a �� yyC ....••;� ��
City State ZIP Code
Beulaville North Carolina 28518
S' ture r Date Telephone Ext.
03-08-2022 [phone] rile
C py all pagesN this Elevation Cer ficate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments (including type of equipment and location, per C2(e), if applicable)
C2e-Lowest equipment listed is the electric meter base. HVAC unit is at an elevation of 16.1'
A8a-There are three enclosures with 2 flood vents each, each flood vent having a net area of 102 square inches. Enclosure 1 is 47
square feet. Enclosure 2 is 135 square feet. Enclosure 3 is 61 square feet.
RECEIVED
FEMA Form 086-0-33 (12/19) MAY 2 3 Z02Eeplaces all previous editions.
Form Page 2 of 6
DCM-MHD CITY

ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: November 30, 2022
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.) or P.O. Route and Box No.
Policy Number:
200 Mason Court
City State ZIP Code
Company NAIC Number
North Topsail Beach North Carolina 28460
SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED)
FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request,
complete Sections A, Band C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only,
enter meters.
Et. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below
the highest adjacent grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement,
crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement,
crawlspace, or enclosure) is ❑ feet []meters ❑ above or ❑ below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions),
the next higher floor (elevation C2.b in
the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E4. Top of platform of machinery and/or equipment
servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's
floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or
community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner or Owner's Authorized Representative's Name
Phillip M. Taylor
Address City State ZIP Code
P.O. Box 778 Beulaviile North Carolina 28518
Signature Date Telephone
[phone]
Comments
RECEIVED
MAY 2 3 2022
DCM-MHD CITY
❑ Check here if attachments.
FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 3 of 6

ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: November 30, 2022
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.) or P.O. Route and Box No.
Policy Number:
200 Mason Court
City State ZIP Code
Company NAIC Number
North Topsail Beach North Carolina 28460
SECTION G — COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete
Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. Check the measurement
used in Items G8—G10. In Puerto Rico only, enter meters.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,
engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation
data in the Comments area below.)
G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE)
or Zone AO.
G3. ❑ The following information (Items 04—G10) is provided for community floodplain management purposes.
G4. Permit Number
G6. Date Permit Issued
G6. Date Certificate of
7
Compliance/Occupancy Issued
G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as -built lowest floor (including basement)
building: ❑ feet ❑ meters
of the Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum
G10. Community's design flood elevation: ❑ feet ❑ meters Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments (including type of equipment and location, per C2(e), if applicable)
RECEIVED
MAY 2 3 2022
DCM-MHD CITY ❑ Check here if attachments.
FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 4 of 6

It
BUILDING PHOTOGRAPHS OMB No.1660-0008
ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2022
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.) or P.O. Route and Box No.
Policy Number:
200 Mason Court
City State ZIP Code
Company NAIC Number
North Topsail Beach North Carolina 28460
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the
instructions for Item A6. Identify all photographs with date taken; "Front View' and "Rear View"; and, if required, "Right Side View' and
"Left Side View." When applicable, photographs must show the foundation with representative
examples of the flood openings or
vents, as indicated in Section'A8. If submitting more photographs than will fit on this page, use the Continuation Page.
iLa
K A r _
��O�POF...... z
Photo One
Photo One Caption
Z cteEsrAwo One
Wr
ds�
Op:
W SURNI
Mim"�
'
S f"
RECEIVED 4b.
,
MAY 2 3 2022
'M-MHD CITY r'
Photo Two
Photo Two Caption
Clear Photo Two
FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 5 of 6
90

BUILDING PHOTOGRAPHS OMB No.1660-0008
ELEVATION CERTIFICATE Continuation Page Expiration Date: November30, 2022
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.) or P.O. Route and Box No. Policy Number:
200 Mason Court
North Topsail Beach
North Carolina 28460
Company NAIC Number
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs
with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable,
photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8.
Photo
Photo Three Caption = ;Clear FLhgg$Ureej
n r i I 1 W,
h G
MR
MAY �2 3 niz
RAD CITY
Photo Four Caption Clear Photo Four
FEMA Form 086-0-33 (12119) Replaces all previous editions. Form Page 6 of 6

CURVE TABLE
Cl R=5000'
T=29.45' L=53.23'
CB=S40'18'53'E
CH=50.75'
C2 R=50.00'
T=17.60' L=33.84'
CB=SO9'43'41'W
U3 R=50,Go,
T=13. 5' L=26.6 '
CB=S43'20' 4'W
CH=26.33'
2 y
o @
A j
C
P
o LOT 23
W 1.13 AC
!a 0
£ry� yy
Be
NOTES
1. This plot plan Is of an
existing parcel of land.
2. Subject to restrictive
covenants, easements of
record, zoning ordinance,&
underground utilities, it any.
3. No title search by surveyor.
4. References; MB 31, PG 4
5. Flood Zone -AE -
Community Panel #3704664.
6. Zone -R-20-NORTH TOPSAI
Setbacks:
Front -39
Side -10'
Rear - 10'
Comer Side - 29
7. See Plot Book 31, Pg 4 for original
Welland line
8. SWP shown is proposed
NORTH CAROLINA
ONSLOW COUNTY
IMPERVIOUS CALCULATIONS
LOT AREA - 49,223 SF (613 AC)
DWELLING - 2016 SF
CONIC DRIVEWAY - 726 SF
CONC PATIO- 570 SF
POOL - 159 SF
TOTAL IMPERVIOUS - 3471 SF = 7.1%
PHILLIP A TRIPP
K.E. JONES
CP DB 2019, PG 681
DECK
Cxlsr "cE -
asslaEN
I, WESTON LYALL, PROFESSIONAL LANO SURVEYOR NUMBER
L-4438, CERTIFY TNAT THIS PLOT PLAN WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL BPS SURVEY MADE UNDER MY
SUPERVISION FROM (MAP BOOK 31 PAGE 4) AND THE
FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY:
CLASS Of SURVEY: 91 POSITIONAL ACCURACY: SOD RMSI TYPE
OF OPS FIELD PROCEDURE: VRSRTKGPSI DATUM: RAGES •SOW %
HAVOBBI OEIOD MODEL: GEOID 03, COMBINED GRID FACTOR:
0.99996", UNITS: US SURVEY FEET: THE IS A SURVEY OF AN
EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT CREATE
A NEW STREET OR CHANGE AN EXISTING STHM"Itllttlb..
ATLAm1C ME"
VICINITYMAP.' NTS
LEGEND:
-11r SET IRON ROD, SIR
0- EXISTING IRON ROD. EIR
0. EXISTING IRON PIPE, EIP
P- PINCHED PIPE
D - PIPE OR ROD DISTURBED
0- NO POINT SET
EP - EDGE OF PAVEMENT
EPK - EXISTING PK MAIL
--FENCE LINE
ECM
40 20 0 40 80
GRAPHIC SCALE
AS -BUILT PLOT PLAN FOR;
TERRY LYONS
LOT 23 MASON COURT
OCEAN CLUB VILLAGE
SCALEI V - 4W NORTH TOPSAIL BEACH, NO
MARCH117,9014
4 ? AT t� _ Lse WESTON LYALL, PE, PLS, PLLC
214 HIGHWAY 17N SUITE 1
WESTON LV L T+yo j, HOLLY RIDGE, NO E8449
REGISTRATION NUMBER L-4431A PNO
yi4'y,4' NE:910.329• 0961 FIRM LICENSE#P•0937
(X� ♦ �PL♦P STRUCTURALB CIWLENOINEERING&LAND SURVEYING

.-7.-'_T---- 6. 7" -F-6'-.1T
wt0 (yT 6CEI
{
{
1`-1
{_E BRACE.. SEE DETAIL KNEE BRACE. SEE
❑ ItT=4EdS17
❑ 1%=6RXt3,1
new garage
----- --- storage 3 r-4
---
oYxe. . 1
"21
(yRBRACE. SEE DETAIL _ fKSEE DETML1C W:E BRACE. SEE DI
PARKING yif , I PARKING
GRACE SEE OET41L storage 1 K1 EE BRACE. SEE
_13 6. _-_ 1 y I __ 13 _6"-
10' PORCH
—i 3— 8'
PROPOSED FARKING ENCL05URE
200 MA50N COURT
NOTES:
DOOR AND NINDON SCHEDULE
DOOR 1- (1) 5LIDING N 6/0 X H 6/5
DOOR 2- (1) LEFT HAND 3/0 X 6/8
DOOR 3- (1) 3/0 X 6/8 RELOCATE
EXISTING DOOR TO STORAGE 2
DOOR 4- (2) 5010 GARAGE DOORS
NINDON 1- (5) 2/0 X 410
FV= SMART VENT MODEL 1540-520
EXISTING STORAGE 1 - EXISTING
FLOOD VENTS TO REMAIN
J
Flood Vents shall he installed to meet current NC
�m
Building Codes. Openings shall facilitate
automatics, equalization of hydrostatic good forces
on walls. Based on total enclosed area, good vents
shall require 1,045 sq.in. of openings located on
opposite sides of enclosed areas. Separation
n
walls shall allow passage offload water through
I
Interior of enclosed areas.
i'—T---6'- 7..Ty----- E-6,-2 •—(—B -11„
(2) IJ5 x 11.825 LK
(2) IJS x11.8)5 LK
i
5
34'—, CON RN.
O1n LW
h
m
iO
m m
_I
N
FOR KNEE BRACING
KN
KNEE
(
14" FLOOR
RUSSES BY10THERS
�n
I
N
)
I
I
m
r
jl
(I)-1J5Xl4 LW �
n
ut
FOR KNEE BRACING ^
w
m or ro
I
KNEE BRACING TO BE
ATTACHED TO (3)
s�
11.825 LK GIRDER
M,
1
3) 1.75 x 11.875 LK.
3 1.55 x 11875 LW
__-
a
10' PORCH
p
(3) 2 % 12 PT STP
t -(' I _ _
EXISTING BAND DETAIL FOR
REFERENCE
EXISTING STORAGE 1
42AT
RENORK 5TORAGE 2
58.46'
GARAGE STORAGE 3
(144.21'
TOTAL ENCLOSURE
1045.64 50 FT
TRITON CONTRACTING
TERRY LYONS 3/2/22
1 st Floor
TNapbnm,m.In Men on
the .Z noon ri hen
pooeM eird, R- W.
a—an.a. BooavenN oie
ohown anaohNNnes. xlm
IM1e NL aWIGnBCMn.
on lIDAMB COIRvAliam -
ENOWEERINGRM1'N DE6WN
fid /.M., Mft. Gv.'
Nfeuw NoM4or ID190
P'. ifl I-) ]vII..µ1D 1.1..1.
DIMENSIONS TAKEN FROM
ORIGINAL BUILD 1/16/13
NE5TON LYALL
TRITON CONTRACTING SERVICES
142 OLD VILLAGE LN
N TOPSAIL BEACH, NO 26460
MAY 2 3 2022
Y
O
o_
a
� I
DATE:
3/30/2022
SCALE:
SHEET:
P-1

a
so
0
z
o
NO
z
T 4
T'4�T� `�TTi
N
6x6 Deck Posts w/ Railing
i4`'-�i T ct i4cc,`4'�422a4 z,; iTi.
``r?c-i
,�i�r4,T 44.
f 4
o
r'-4S
Gaco Deck Waterproofing
or equivalent
oz
3/4" T8G Plywood
— - --y--- —
--r—
-- -- - -- _-
-{ ��. J —_--
--
New Doi
o+.raeo res
- M - rctlM
M. F�ycln 01"
_ R-381nsulation
2z10Floor Joists
1/2"GYpsum
T
E v. C.
Double 2z4 Top Plate
_ =. -
i,, ci3
— --__
_ L
"°"
�041 urJJ�'
auu
Window
(2) 2x10 Header
Overwindews-�—
Ivey cadet
------i--- eworee
"'
7"Fiber Cement Siding
112" Gypsum
i �-
roe
r-
2z4 Wall Studs
--_ - m� —
N
Felt or Tyvek Wrap
R-13Insulation
Z rum
7116" OSB Sheathing
_;
2x4 Fluor Plate
N
W n o m
3/4"T&G Flooring
Existing 2xB Joists
or '✓4
Z np�
518" Bolts
QAMY
� t �
2
Existing 2z6 Decking
C O N m
pit B�j Q Z Doc
z
R-19 Insulation
mo
Existing 2x12 PT
ELEVATION VIEW
w 3:.
L
p� a
w
x
NOTES
1. Basis: 201E NC Building Cotles
8z8 Piling
Wind Zone: 150 mph
w
Flour Live Lead -401bsJsg&
so
O
Roof Live Load - 20 Ithalaq.fl.
O
C
2. All woad exposed to weather shall be pressure treated.
N
C U
O V
4' Concrelo SI. b
3 House shall be constructed to meet all current NC Building Codes.
4. All permits shell be obtained prior to start of construction.
L) ?
U
O
H
O N
5. All trades shall comply with respective NC Building Codes.
a p
�" O
O
6. House shall be strapped from existing glNersrbantls t the
Rebcata]Erlsll Door
r'g
ExielNg Exterior Wells
ry
W y m
m
C
W C
bands on the home with plywood. The nailing pattern for this overlap shall
Q
be 3 inches on center along edges and 6 inches on ranter otherwise.
Existing
HVAL Dark a. B.
m
FrapcwCNex 3 Nee Wass
EM0 EArea o!
pj o .q
C N O
L
a W
O W
Evidi
Q 0
O Q
DeG E'sling Dust, Beeng
so Z
p a
TYPICAL WALL SECTION
Under Hgg,
sr:lam
a
w
(Not tosrale)
SCOPE OF WORK
DATE:
03/11 /22
(e' Callers Height)
Construction shall consist of enclosing a portion of the existing deck on the fast
I
level. The existing floor structure will be used Nawwalls will be built along the
DRAWN BY:
perimeter as shown on the plans. Doors and windows included on the plans
may vary depending on owner preferences. The root shall be a waterproof
Broxs'o
RECEIVE
MFA
deck and will be accessed from the floor above. Ceilings shall be insulatedt
_
CHECKED BY:
R-38 which may require spray tam insulation due the the available space.
RAM
Exterior plywood Shall overlap the existing girders fur uplift.
PLAN VIEW
MAY 2 3 20' /
SCALE
%an
I
ITY
Mur)CITY
SHEETNO.A
DC fl �./
u4
I
1
OF
IwEertnwlMWln99_PnIM DorumanuwumLeaa"&House lMamLLrons Osexr sei

7" Fiber Cement
Railing
or equivalent
—3/4" T&G Plywood
�2x10 Floor Joists
-1/2" Gypsum
2x4 Top Plate
(2) 2x 10 Header
Overwindows
(Per ca")
Wall Studs
7/16" OSB Sheathing., vim/ �2x4 Floor Plate
5/8"
Flooring
a 2x8 Joists
2x12 PT
Piling
4" Concrete Slab
TYPICAL WALL SECTION
(Not to style)
(g CNllm Height)
i�Y :� iy..y.- L —S�y
-L.l.L1,RL'JL^2}31T Y^•yy�,L� 3SL Y LY}'tL`rSYSS 1L'G'i i�r 3
�S} _=1Y✓:_R_T. ySRS4i _ LYR �'f.1 iR���.tSYRtS�.
R L r .'�Z ".��SYL ��SL Y S14S Sv�s� RY
Y-- } S L S 1'k-LLB M11 Y���� L�lR
LL Y}1Tl�YS}SV—Y�W;--
yY���RLY'LS y �'L.Y_ 'lLT.r LL--YRS �4Y�ySS�SSSi
Pon
a ■�■
�����Illlllfllllll�l�i�������i���������������������������i�������
�����������������������I���'����
— n■■ o
v
�_
■■l
III
NOTES
1. Basis: 2018 NC Building Codes
Wind Zone: 150 mph
Floor Live Load -40lbs./sq.d
Roof Live Load - 201bs./sq.11.
2. All wood..posetl to weather shall be pressure treated.
3. House shall be constructed to meet all current NC Building Codes.
4. All permits shall be obtained prior to start of construction.
5. All trades shall comply with respective NC Building Codes.
6. House shall be suspect from existing girderslbands to the
bands on the home with plywood The nailing pattern for tis overlap shall
be 3 inches on center along edges and 6 inches on center otherwise.
SCOPE OF WORK
Construction shall consist of enclosing a wition of the existing dock on 0e first
level. The existing floor structure will be used. New walls will be built along the
perimeter as shown on the plans. Doors and windows included on the plans
may vary depending on owner preferences. The roof shell be a waterproof
deck and will be accessed from the floor above. Ceilings shall be insulated to
R-38 which may require spray foam insulation due the the avallable space.
Exterior plywood shall overlap the existing girders for uplift.
ELEVATION VIEW
PLAN VIEW
RECEIVED
MAY 2 3 20V
M.FI d1,y�y
Ai
nog
Fp gym.°�
�5 5
v.o3'
��aaamw`oa"
as
0
m
N
C
N
L
"6
Z
C y
C
as
V
a as
p
n
W C
V
Cs a
d y
a
N N
C
r
O W
C
0
0
G
z
a `
rc IL
N
ru
ru
0
DATE:
03/11/22
DRAWN BY:
M FA
CHECKED BY:
RAM
SCALE:
%4nr =
1 r_0rr
1
OF 1
twdem¢w1W0.B PPMy D...mawutoCad RovirHoun R.naLLy—o.no]In..d