SC_19-32_ Wellman's

I
Issued by WiRO SC19.32
Surf City Permit Number
CAMA
MINOR DEVELOPMENT (c-r-r!:".� "
PERMIT
NORTH CAROLINA
as authorized by the State of North Carolina, Department of Environmental Quality Environmental Quality
and the Coastal Resources Commission for development in an area of environment
concern pursuant to Section 113A-118 of the General Statutes, "Coastal Area
Management"
Issued to Wellman's Construction authorizing development in the Ocean Hazard (AECs) at 107 Atkinson Road, Lot 9, in
Surf City, Pender County as requested in the permittee's application, dated August 30, 2019, and received by DCM on
September 4, 2019. This permit, issued on September 13, 2019, is subject to compliance with the application and drawing
dated received by DCM on September 4, 2019, (where consistent with the permit), all applicable regulations and special
conditions and notes set forth below. Any violation of these terms may subject the permittee to a fine, imprisonment or civil
action, or may cause the permit to be null and void.
This permit authorizes: Construction of a single-family residence with driveway and parking area(s).
(1) All proposed development and associated construction must be done in accordance with the permitted drawing, prepared by
received by DCM on September 4, 2019.
(2) Any change or changes in the plans for development, construction, and/or land use activities will require re-evaluation and
modification of this permit.
(3) A copy of this permit shall be posted or available on site throughout the construction process. Contact this office at(910)796-
7221 for a final inspection at completion of work.
(Additional Permit Conditions on Page 2)
This permit action may be appealed by the permittee or other qualified persons
within twenty(20) days of the issuing date. This permit must be on the project
site and accessible to the permit officer when the project is inspected for Jason Dail
compliance. Any maintenance work or project modification not covered under CAMA LOCAL PERMIT OFFICIAL
this permit,require further written permit approval.All work must cease when this 127 Cardinal Drive Extension
permit expires on:
Wilmington, NC 28405-3845
December 31,2022
In issuing this permit it is agreed that this project is consistent with the local Land fiZlid �
Use Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal PERMITTEERECEIVED •
Management. (Signature required if conditions above apply to permit)
F %!

Name: Wellman's Construction
Minor Permit#SC19-32
Date: September 13, 2019
Page 2 of 2
(4) The permittee is required to contact the Local Permit Officer [phone], shortly before he plans to begin
construction to arrange a setback measurement that will be effective for sixty (60) days barring a major shoreline
change. Construction must begin within sixty (60) days of the determination or the measurement is void and must
be redone.
(5) Any structure(s) constructed within the Ocean Hazard area shall comply with the NC Building Code, including the
Coastal and Flood Plain Construction Standards of the N. C. Building Code, and the Local Flood Damage
Prevention Ordinance as required by the National Flood Insurance Program. If any provisions of the building code
or a flood damage prevention ordinance are inconsistent with any of the following AEC standards, the more
restrictive provision shall control.
(6) This permit does not authorize the excavation or filling of any wetlands, even temporarily.
(7) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Disturbed areas shall be vegetated and stabilized (planted and
mulched) within 14 days of construction completion.
(8) Any structure authorized by this permit shall be relocated or dismantled when it becomes imminently threatened by
changes in shoreline configuration. The structure(s) shall be relocated or dismantled within two years of the time
when it becomes imminently threatened, and in any case upon its collapse or subsidence. However, if natural
shoreline recovery or beach renourishment takes place within two years of the time the structure becomes
imminently threatened, so that the structure is no longer imminently threatened, then it need not be relocated or
dismantled at that time. This condition shall not affect the permit holder's right to seek authorization of temporary
protective measures allowed under CRC rules.
(9) Pursuant to 15A NCAC, Subchapter 7J.0406(b), this permit may not be assigned, transferred, sold or otherwise
disposed of to a third-party.
NOTE: All construction must conform to the N.C. Building Code requirements and all other local, State and Federal
regulations, applicable local ordinances and FEMA Flood Regulations.
SIGNATURE: a DATE: IC 13 C9
PERMITTEE
RECEIVED
SEP 2 6 ?019

LocalityK► (��`^ 1/�A
` n�� �. - " Permit Number
Ocean Hazard Estuarine Shoreline ORW Shoreline Public Trust Shoreline Other
(For official use only)
GENERAL INFORMATION
LAND OWNER-MAILING ADDRESS
Name ("'i anS CialiAnACIIGY)
Address Q.O.
City \-oo Ala e state foe l_ Zip(/A Phone -(t p
Email VV e I�t' trC?ns l c'1rrh(m
AUTHORIZED AGENT +
Name �,Q (� JQ
Address 0. eDox
City 1---t��` State I v e- Zi /CISPhone �t - nL
Email U S rin L O 4 f C1 y-)
LOCATION OF PROJECT:(Address, street name and/or directions to site;name of the adjacent waterbody.)
DrA Ciik ki S&
DESCRIPTION OF PROJECT: (List all p;oposed construction and land disturbance.) SFR
SIZE OF LOT/PARCEL: (c )5 Lp square feet o 155 acres
PROPOSED USE: Residential (] (Single-family[] Multi-family [] ) Conunercitirndustrial El Other 0
COMPLETE EITHER(1)OR(2)BELOW(Contact your Local Permit Officer you arum sure which AEC applies
to your property):
(1) OCEAN HAZARD AECs:TOTAL FLOOR AREA OF PROPOSED STRUCTURE: square feet(includes
air conditioned living space,parking elevated above ground level,non-conditioned space elevated above ground level but
excluding non-load-bearing attic space) U
Z
(2) COASTAL SHORELINE AECs: SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT Q, 0
UPON SURFACES: square feet(includes the area of the foundation of all buildings,driveways,covered dec , o 1—
concrete or masonry patios,etc.that are within the applicable AEC. Attach your calculations with the project drawing.) , Z
G11
STATE STORMWATER MANAGEMENT PERMIT: Is the project located in an area subject to a State w
Stormwater Management Permit issued by the NC Division of Energy, Mineral and Land Resources(DEMLR)? CC `�'
YES NO

'HER PERMITS MAY BE REQUIRED:The activity you are planning may require permits other than the CAMA
for development permit,including,but not limited to:Drinking Water Well,Septic Tank(or other sanitary waste
mnent systuh),Building,Electrical,Plumbing,Heating and Air Conditioning,Insulation and Energy Conservation,HA
tification,Sand Done,Sediment Control,Subdivision Approval,Mobile Home Park Approval,Highway Connection,and
ers.Check with your Local Permit Officer for more information.
ATEMENIT OF OWNERSHIP:
he undersigned,an applicant Sera CAMA minor development permit,being either the owner of property in an AEC or a
son authorized to act as an agent for purposes of applying for a CAMA minor development permit,certify that the person
ed as landowner on this application has a significant interest in the real property described therein.This interest can be
xribed as:(check one)
•
'owner or record.title,Title is vested in name of terYACS lJa l C.1 t J-yr
Deed Book l opt page(D2-L 70 the pemEX- Century Registry of Deeds.
_an owner by virtue of inheritance.Applicant is an heir to the estate of
probate was in County.
_►f other interest,such as written contract or[ease,explain below or use a separate sheet&attach to this application.
)rIFICATION OF ADJACENT RIPARIAN PROPERTY OWNERS:
srthe more certify that the following persons arc owner of properties adjoining this property.I affirm that I have given
TUAL NOTICE to each of them concerning my intent to develop this property and to apply for a CAMA permit
�.J(Name) (Address)
)
4:��s �. • ► -�� ,; tic ;ti c
1:� 81a t!st • ' g •.. ► - - �
' '1 new r • _ Mal
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oil .. - - 1 . r . tJ t; a 8 ,anti
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he undersigned,acknowledge that the land owner is aware that the proposed development is planned for an area which
ty be susceptible to erosion and/or flooding.I acknowledge that the Local Permit Officer has explained to me the particu-
hazard problems associated with this lot.This explanation was accompanied by recommendations concerning stabilize-
n and floodprooftng tecimiques.
arthermore certify that I am ` a to grant,and do in fact grant,permission to Division of Coastal Management gait
Local Permit Officer ;r, - to enter on the aforementioned lands in connection with evaluating information
ated to this permit Z
This the ,,0 day of 9 W,201 z0
�, 0
Ou\e\c: W �`' Z
indowner or person wrized to act as his/her agent for purpose of filing a CAMA permit application W w '
Cr cr)
Usapt Mclean:general information (this form), a site drawing as described on the back of this application, the U
vnership statement, the Ocean Hazard AEC Notice where necessary, a check for$I00.00 made payable to the locality, and C)
ty information as may be provided orally by the applicant. The details of the application as described by these sources are
corporat•d without reference in any permit which may be issued Deviation from these details win constitute a violation of
ypermi Any person developing in an AEC without permit is subject to civil, criminal and administrative action.

ROY COOPER
Governor
r MICHAEL S. REGAN
Secretary
NORTH CAROLINA BRAXTON DAVIS
Environmental 'tialiry
Director
September 13, 2019
Wellman's Construction
PO Box 8
Holly Ridge, NC 28445
Dear Ms. Edens,
Attached is CAMA Minor Development Permit SC 19-32 for work to be done at 107 Atkinson Rd, Lot 9, in
Surf City, Pender County. An electronic copy has been sent to the Surf City Inspections Department.
To validate this permit, please sign both copies as indicated for our records. Retain the orange copy for
your files, and of receipt in the enclosed, self-addressed
envelope.
This is not a valid permit until it is signed and returned to our office.
Thank you for your prompt attention to this matter.
Sincerely,
Tanya K. Pietila
Permit Support Technician
N.C. Division of Coastal Management
Enclosures
Cc: WiRO files
SC Inspection Dept
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext.,Wilmington,NC 28405

NOTE
PROPOSED DWELUNG WITHOUT EAVES = 1028 Sq.Ft -r%
PROPOSED PERVIOUS DRIVE = 0 Sa.Ft 0 ��
PROPOSED TOTAL IMPERVIOUS SURFACE = 1028 Sq.Ft Ira
TOTAL LOT AREA = 6756 Sa,Ft v SITE 5l OV9
PROPOSED IMPERVIOUS AREA 15.2% .C1Z........._ 4
cps I
/ '''',-,‘ T) y2
2
/3 906-
NOW OR FORMERLY its N� N\�wP �� aN
LOT 3 I
PIERCE 36 ��`'
D.B. 1007, P. 330 p
4R VICINITY SKETCH
NOT TO SCALE
EI�S33'00'00"E 50.00'G___ _ _ _ _ _ — c.i
ct
NOW OR FORMERLY
� I
WARREN 1 m I
120' SETBACT-I D.B. 999, P. 333 a
J O 6 6 LOT 5 I 3 I
W N I g P UNRECORDED MAPLa M I
0 Lii - csi - DWELLING IS PROPOSED THREE STORY I i I
lL N. ON PIUNG FOUNDATION O cl-
J CD Vi I PARTIALLY ENCLOSED BELOW InIri <
0 0 CO I i17 COVERED PORCH RESTS 3' WITHIN
SIDE 12.5' SETBACK >"
mto
�n Q I"-
0 c W rn W _ _— — / —_. i d S O
Z M To UNCOVERED IM g (' 0
DECKS �,� U
O o r 24'I O = Z
� rn L —_ i)•
11
C • >-
m
Z " 95' z NOW OR FORMERLY Z o
1.:- i F WARREN w
�o M D.B. 999, P. 333 m
10 `� LOT 6
1 1- 24' 13.5' UNRECORDED MAP
L COVERED
°D DECKS
N 15' MBL
cD cc I
S.Q(y EIP PERVIOUS DRIVE N O
24' CO
R/W N33'00'00"W 50.00 110.00' EDGE OF ASPHALT BROKEN
ECM
Q — — — — — —
g
Raw WALTER R. ATKINSON ROAD I
30' R/W (ASPHALT — PRIVATE) LEGEND
N CC = CONTROL CORNER
dui ECM = EXISTING CONCRETE MONUMENT (FOUND)
EIP = EXISTING IRON PIPE (FOUND)
LOT 9 EIR = EXISTING IRON ROD (FOUND)
OD LOT - EXISTING MAGNETIC NAIL (FOUND)
E."' TAX ID TITLE SOUR( 6756 Sq.Ft. MBL = MINIMUM BUILDING UNEON NAIL (FOUND)
'2 4234-24-1172-0000 D.B. 999, P. 333 0.155 ACRES NMP = NON MONUMENTED POINT
WILL 96-E145 R/W = RIGHT OF WAY
E REFERENCES OWNERS SCM = SET CONCRETE MONUMENT
3. D.B. 999. P. 333 WALTER A. WARREN SIP = SET IRON PIPE
z M.B. 8, P. 90 SIR = SET IRON ROD
WILL 96-E145 ZONED R-5 SMN = SET MAGNETIC NAIL
ZONING SETBACKS SPK = SET PARKER-KALON NAIL
v° THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS FRONT = 15' c. = CENTERUNE
C LOCATED IN FLOOD ZONE SHADED X WHICH
A IS A SPECIAL FLOOD HAZARD AREA AS REAR = 20' ''1 = WATER METER

. i.
U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008
Federal Emergency Management Agency Expiration Date: November 30, 2018
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:
WELLMAN'S CONSTRUCTION,INC
A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Company NAIC Number:
WALTER R.ATKINSON ROAD
City State ZIP Code
SURF CITY North Carolina 28445
A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.)
PROPOSED LOT 9, EXEMPT DIVISION FOR WALTER A.WARREN
A4. Building Use(e.g.,Residential, Non-Residential,Addition, Accessory,etc.) RESIDENTIAL
A5. Latitude/Longitude: Lat.34d24'43"N Long.77d34'02"W 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) 115.00 sq ft
b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A8.b 0.00 sq in
d) Engineered flood openings? ❑Yes ❑x No
A9. For a building with an attached garage:
a) Square footage of attached garage 0.00 sq ft
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 A9.b 0.00 sq in
d) Engineered flood openings? ❑Yes ❑x No
SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION
B1. NFIP Community Name&Community Number B2. County Name B3. State
TOWN OF SURF CITY 370186 PENDER North Carolina
B4.Map/Panel B5. Suffix B6. FIRM Index 87. FIRM Panel B8. Flood B9. Base Flood Elevation(s)
Number Date Effective/ Zone(s) (Zone AD, use Base Flood Depth)
Revised Date
3720423400 J 02-16-2007 02-16-2007 SHADED X N/A
B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9:
❑ F1S Profile [ FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ❑X No
Designation Date: ❑ CBRS ❑ OPA RECEIVED
- 4 I//!3/!S

OMB No. 1660-0008
ELEVATION CERTIFICATE 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.)or P.O. Route and Box No. Policy Number:
WALTER R.ATKINSON ROAD
City State ZIP Code Company NAIC Number
SURF CITY North Carolina 28445
SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: ❑x Construction Drawings" ❑ Building Under Construction* Li Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations—Zones A1—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 A7. In Puerto Rico only, enter meters.
Benchmark Utilized: NC CORS Vertical Datum: NAVD 1988
Indicate elevation datum used for the elevations in items a)through h)below.
❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source:
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) 11.50 ❑x feet [] meters
b) Top of the next higher floor 21.50 xJ feet ❑ meters
c) Bottom of the lowest horizontal structural member(V Zones only) N/A U feet ❑meters
d) Attached garage(top of slab) N/A ❑ feet ❑ meters
e) Lowest elevation of machinery or equipment servicing the building 11.50 x❑ feet ❑ meters
(Describe type of equipment and location in Comments)
f) Lowest adjacent(finished)grade next to building(LAG) 10.10 Li feet ❑ meters
g) Highest adjacent(finished)grade next to building(HAG) 10.80 0 feet ❑ meters
h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A ❑ 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.
1 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? 0 Yes ❑No ❑Check here if attachments.
Certifier's Name License Number
JAMES A.LEWIS L-4562 \`\`ookl iCA� i/i,i/
Title ,` R . '••.. , �i
PROJECT MANAGER 0.. 0*ES% •../2
Company Name — • Q EALr
CHARLES F. RIGGS&ASSOCIATES, INC. = • S _
L 4J�62
Address 7L gip:
502 NEW BRIDGE STREET
City State ZIP Code .-,/ k- `���
JACKSONVILLE North Carolina 28540 /rrrs Qi i i'9/I3/ig
Signature Date Telephone Ext.
ri- `� l/ /3/fig [phone] 41
Copy all p es of this Elevation Certificate 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)
DWELLING IS PROPOSED THREE STORY ON PILINGS, PARTIALLY ENCLOSED BELOW.
PRELIMINARY FLOOD MAPS SHOW A CHANGE IN BASE FLOOD ELEVATION TO 11.0',SURVEYOR RECOMMENDS PLACING
SLAB AND EQUIPMENT AND MACHINERY ABOVE 11.1'. RECEIVED
SFP 0 4 ?01L'

U.S. Postal Service
CERTIFIED MAIL RECEIPT
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PS Form 3800,April 2015 PSN 7530-02.000.9047 See Reverse for Instructions
Dear Adjacent Property:
This letter is to inform you that I. applied for a CAMA Minor
Property Owner
Permit on my property at . 1CIa—Y ___ ,in ONSLOW
Property Address
County. As required by CAMA regulations,I have enclosed a ropy of my permit appication and project
drawing(s)as notification of my proposed project No adorn is required from you or you may sign and return
the enclosed •
t l form.If you have any questions or comments about my proposed project,pease
contact me V 3 - ,or by mail at the address listed below. If you wish to
plicanfs Telephone
file written comments or objections with the NC DENR CAMA Minor Permit Program,you may submit
them to:
Jason Dail
Local Permit Officer for North Topsail Beach
NCDENR/DCM
127 Cardinal Drive Extension
Wilmington,NC 28405
Sincerely, )dhtw'-
P .' �Owner
Mail ,it•
.. . .l t V� assci•
CdY,Stags,ZIP IW RECEIVED
SEP n 4 %Qiy
ilr:M Wll MINrTflN_ NC

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Dear Adjacent Property: PS Form 3800,April 2015 PSN 7530 oz•OOD-90a7 See Reverse for Instructions
This letter Is to inform you that I, applied for a CAMA Minor
Property Owner
Pear on MY property at___tn____,_41MLY1ci-— ,in ONSLOW
Property Address
County. As required by LAMA regulations, !have endosed a copy of my permit appication and project
drawings)as notification of my proposed project.No action is required from you or you may sign and return
the endosed • form.It you have any questions or canments about my proposed project,please
Contact me 32Q' ,or by mail at the address listed below. If you wish to
pliant'$Telephone
file written comments or objections with the NC DENR CMttA Minor Permit Program,you may submit
them to:
Jason Dail
Local Permit Officer for North Topsail Beach
NCDENRfDCM
127 Cardinal Drive Extension
Wilmington,NC 28405
Sincerely,
b.1-1k1
POwner
t lak
Mating
• �II
a ��
1C199 &L) �g
City,state,tip r RECEIVE[
•
SEP n 4 2019
DCM WILMINGTON, NC

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PS Form 3800,April 2015 PSN 7530-52-000.9047 See Reverse for Instructions
Dear Adjacent Property:
This letter is to intarm you that I, \10tGttiV efint•Uhave applied for a CAMA Minor
Property Owner
Pena on my property at 109 l lDSL r k. ,in ONSLOW
Property Address
County. As required by CAMA fegulations, I have enclosed 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 endued obje 5i form.If you have any questions or comments about my proposed project,please
conted me C�l0 o Zq- LB 5(Por by mail at the address listed below. If you wish to
Apptic ant's Telephone
fide written comments or objections with the NC DENR CAMA Minor Permit Program,you may submit
them to:
Jason Dad
Local Permit Officer for North Topead Beach
NCOENR 1 DCM
127 Cardinal Drive Extension
Wilrnrigton,NC 28405
s«noa<my.
LLPOirna,
P t Owner
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Mai6r>!y Ndiess R.4.1 _____-,
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City,Stale,z RECEIVED
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SEP 04 2019
DCM WILMINGTON, NC

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City,State,2!P+4 C l lJ (��
Dear PS Form 3800,April 2015 t=srd is'sa Jz-Jw-:,c-;i Seu Reverse for instructions
gacentProperly:
This letter is to Inbrm you that I, �n
�4� 1:11th for a CAMA Minor
Property tom'
Pemiit on my property at 1 D l NWina3n ,m ONSLOW
Properly Address
County. As required by CAMA regulations,I have enclosed a copy of my permit application and project
drawing(s)as notification of my propoeed project.No action is required from you or you may sign and return
the enclosed form.If you have any questions or comments about my proposed proles.please
contact me 32Q- ,or by mad at the address listed below. It you wish to
pliltre Telephone
file written comments or objections with the NC DENR CAMA Minor Permit Program,you may submit
them to:
Jason Da
Local Permit Officer for North Topsail Beach
NCOENR/DCM
127 Cardinal Drive Extension
Wrkniigton,NC 28405
Sincerely,
A 1 e t)11.6
P j+:. Qwrusr
-- . ./ Ai) RECEIVED
CItY,Shale,ZIP
DCM WILMINGTON, NC

U.S. Postal Service`"'
CERTIFIED MAIL"' RECEIPT
.-a Domestic Mail Only
rU
fri For delivery information.visit our website at www.usps.com•.
rU "°' FIFI2 + A L USE
.13
_a Certified Mail Fee - 50 i 0460
$ �i
r1l Extra Services&Fees(check box,add fee Asl t} te) 7.
❑Return Receipt(hardcopy) $ $ •='
q fU ❑Return Receipt(electronic) $ l ii i)l Postmark
❑Certified Mail Restricted Delivery $ S.i a(_(�j Here
▪ ❑Adult Signature RequWd $ ill_-i
❑Adult Signature Restricted Delivery$
El Postage
d �a taYe $
r- Total Postage and Fees
Sent To
� � Street and Apt.No.,or PO Box No.
City,State,Zip Code N
-bity,State,Z)P+45
PS Form 3800,April 2015 PSN 7530-02-000-9047 See Reverse for Instructions
Dear Adjacent Property:
This letter is to inform you that I, ►1 Jl � ve applied for a LAMA Minor
Property Owner
Permit on my property at _ u� 1 ,in ONSLOW
Property Address
County. As required by CAMA regulations, I have enclosed 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 .a ..•)) ,,ion form.If
you have any questions or comments about my proposed project, t��
contact me . or
• V �JC�-t' ,or by mail at the address listed bebw. If you wish to
plicant's Telephone
file written comments or objections with the NC DENR CAMA Minor Permit Program,you may submit
them to:
Jason Dail
Local Permit Officer for North Topsail Beach
NCOENR/DCM
127 Cardinal Drive Extension
Wilmington,NC 28405
Sincerely,
)e.
P Owne
Mai6 A , ^ ��� 5
l Aid°, (rt1-�l/) R:
I`-� ECE1VED
City,State,Zip
:o 0 4 idly
OCM WILMINGTON, NC

NC Division of Coastal Management
Cashier's Official Receipt 8562 ABC®
Date: - q 20
1 ,
Received From: N PAAP -' CoAA- $ 100
Permit No.: Check No.: r -
Applicant's Name: aNgCrytgl—' County: � i
.
" ; Atc),
Project Address.� ' J ,-** 51,f/*--
4( ( (_,,1- _ ,
Please retain receipt for your records as proof of payment for permit issued.
//
Signature of Agent or Applicant: " Date:
lt_ers7.1—
Signature of Field Representative: Date:

Date Date Check From Name of Vendor Check Check Permit Rct
Received Deposited Permit Holder Number amount Number/Comments
9/9/2019 Wellman's Wellman's Branch 18357 $100.00 minor fee, 107 Atkinson Rd, Lot 9, JD rct
Construction, Inc. Construction Banking Surf City PnCo 8562
and Trust

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G100 _ COVER AND ELEVATIONS A },
G200 _ FLOOR PLANS A
I 51.1 PILING&FOUNDATION PLAN A
S2.1 FRAMING PLANS A
J A S3.1 DETAILS A ENGINEERING AND DESIGN
OAK TREE CENTER-SUITE 106
1, _ I 16747 US HWY 17 NORTH
HAMPSTEAD,NC 28443
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`-LONER 8 X 8 PT PILING
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AL PILE CORNER CONNECTION 3/4'.1 0' O TYPICAL PILE CONNECTION - t 1t',It 4!I!II"!I
1.-0„ 3/4.1-0'
• ENGINEERING AND DESIGN
OAK TREE CENTER-SUITE 106
18747 US HWY 17 NORTH
MEW-PILE FOUNDATION NOTES' HAMPSTEAD,NC 28443
/.SPECIFICATIONS FOR THIS SITE ONLY 910.200.7816 FAX [phone]
801.I0 BLOCKING REQUIRES STRAPSNOT REQUIRED ON PILES 2,ELEMENTS AND ASSEMBLIES NOT SPECIFICALLY ADDRESSED BY THESE DRAWINGS/SPECIFICATIONS EMAIL:gwfe.Ce ChatteI.TMt
AT ALL POINT LOADS UNLESS NOTCHED MORE THAN 50% SHALL BE CY NNWELL TEDGS,IN
AEST CCORDANCE ED ON.WITH THE NORTH CAROLINA RESIDENTIAL CODE FOR ONE AND
3.LVL MATERIAL IS SPECIFIED AT MINIMUM GRADE. E•20 Fb42950 Po LVL MATERIAL MANUFACTURED BY
-- - ---- -- - -'-� OTHERS OF EQUIVALENT SPECIFICATION IS ACCEPTABLE.ALL LVL MATERIAL IS TO BE PROTECTED FROM
MOISTURE. Cbn.And
Addrole
4 MANGERS SPECIFIED AS SIMPSON STRONG TIE,INC.INSTALLED PER MANUFACTURER'S Ad81M
RECOMMENDATIONS.OTHER HANGERS OF EQUIVALENT DESIGN AND LOAD RATING ARE ACCEPTABLE.ALL P5*15
HANGERS AND HARDWARE TO BE HOT DIPPED GALVANIZED AND MEET ASTM A153 OR STAINLESS STEEL. Fax
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4 240PT JOIST
O 16.0C. 1FACE NAIL LVLS TOGETHER USING 3 ROWS OF 168 NAILS AT IT OC.
TYP 8.FACE NAIL 2s MATERIAL TOGETHER USING 3 ROAMS OF 10d NAILS AT 12"CC. CODSJr I
7.ALL JOINTS TO OCCUR OVER PILES,STAGGER WHERE POSSIBLE. Ask
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21 1.3M"x 11-7/8•LVL IL
DECKS ARE NOT DESIGNED AS SELF SUPPORTING,ATTACH DECK BAND TO STRUCTURE PER F.
�— NORTH CAROUNA RESIDENTIAL CODE FOR ONE AND MOfAMILY DWELLINGS APPENDIX M. ▪ R
HI
9.ALL N0OD PILES SHALL BE S•zS'SYP NO.2 OR SETTER,MINIMUM Fbe850 pl.PILES SHALL BE
PRESERVATN WITH
ELY TREATED IN ACCORDANCE THE REQUIREMENTS OF AWPA C24.03(UC4C)FOR CmsWtant
TYP SAVM TIMBER PILES.CCA NET RETENTION 0.8 PCF UNLESS OTHERWASE NOTED. Ad6-eee
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53.1 10.ALL WALLS BELOW BASE FLOOD ELEVATION(BFE).IN DESIGNATED N-ZONES'.ARE TO BE OF
• BREAKAWAY CONSTRUCTION AS SPECIFIED IN THESE PLANS. FIN Fax
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II.ALL CONSTRUCTION BELOW BEE SHALL CONFORM TO SECTION R327.1 OF THE NORTH CAROUNA
RESIDENTIAL CODE FOR ONE AND TWO-FAMILY DWELLINGS.
.—(2)14'•LVL RAISED OR(2)12"LVL 5bd2r bias undm load bearing 12 PILINGS NOTCHED MORE THAN SD%OF THEIR LEAST DIMENSION REQUIRE STRAPS PER DETAILS AMINO.
DROPPED OR GIRDER TRUSS wail above-deslgn Ion 520 PH nMl=2500 LBS HANGER SHOWN IN THE SPECIFICATION.ALL OTHER PILE TO GIRDER CONNECTIONS(2)S10•HOG STEEL BOLTS.
Phone
OR-(2)14"LVL RAISED 13.ALL UNDER ROOF PILES SHALL HAVE THEIR LOWER TIPS SET AT THE DEPTH SPECIFIED IN THE PLANS. Fax
1-1 =4000 LBS HANGER
H2 THE FINAL DEPTH IS TO BE ACHIEVED BY MECHANICAL DRIVING. �i
—1—— ———— , ^ P-I =1000 LBS HANGER 14.UNLESS STATED OTHERWISE ALL LUMBER SPECIFIED AS NO.2.SYP.USED AT 19%MAX.MOISTURE
I '' CONTENT.PRESSURE TREATED WHERE EXPOSED.
I OPEN I° Consultant
,• R 18.BAY CHANGES TO THE STRUCTURAL SPECIFICATIONS SHOWM HERE IN ARE TO BE MADE UPON AWRY*
9• �.` 1 i WRITTEN APPROVAL OF THE ENGINEER. MinPIN
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�_ _ LE DEPTH REQUIREMENTS 1 _ 2)14"LVL RNBEO >�P rr ,ram Na -__ M'Silp8wl DRY
m 4 Ht Ip j'. 1.ALL UNDER ROOF PILES SHALL HAVE THEIR LOWER TIPS SET AT A MINIMUM OF S FT BELOW
_ _ _ _ _ ——1[y f s = NATURALGRADE.THE FINAL DEPTH IS TO BE ACHIEVED BY MECHANICAL DRIVING SUCH THAT
THE CAPACITY SHOWN ON THE PLANS IS OBTAINED.IF THE SITE IS WITHIN 60 TIMES THE A1 —�R1AtM 18.30-18
----(2)14"LVL RAISED OR IT LVL ANNUAL ERROSION RATE FROM THE FIRST UNE.THEN DEPTH MUST BE 16 FT. --
DROPPED OR GIRDER TRUSS
q 2.DRIVING A TEST PILE AT THE SITE IS RECOMMENDED BEFORE MATERIAL IS ORDERED.
Z'_-L- ---_)_ S -3" 3.SPECIFIED
REQUISPECIF EMENTS NOT BNTS ARE
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§TRUCTURAL LOADS:
FLOOR DEAD LOAD-10 PSF
.
—.__ FLOORLNE LOAD-40PSF
ATTIC WITH LIMITED STORAGE-tOFSF DEAD LOAD AND 20PSF UVE
1 LOAD —
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INT.WALL DEAD LOAD-8 PSF
HI EXT.WALL DEAD LOAD-10 PSF
_ ROOF UVE LOAD-20 PSF
(2)13W x 11-7/8'LVL 1 OMB
ROOF DEAD LOAD-10 PSF
VVELLMAN CONSTRUCTION
� NOTE'.STRUCTURE LOADED FOR WIND SHEAR S UPUFT®130 MPH.3
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IZUF SEC.GUST ACCORDING TO ASCE 702 CO.
24 PT JOIST PTIONSOPI SHORES RT SIDE STAIR AUBREY
' ®16•D_c_ ' LOT 9 WALTER R ATKINSON RD
ATKINSON SHORES
SURF CITY,NC
71 I21PT2A2 It7C[''GI\/Fn PILING&FOUNDATION

I• I DENOTES NON LOAD BEARING WALLS NUMBER OF HEADER STUDS SUPPORTING END OF HEADER• i
_ 1 1 2 2 2 2 (�f ,ty��M�,•'�p VW
2(iUr I F I I DENOTES INTERIOR SHEAR WALLS •
NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER �tFp.
2 2 3 3 3 3 HIS�.,,,I, BNB
ROOF FRAMING NOTES' •
1 ALL RAFTERS WE f2 SPF 018'OC UNLESS OTHERWISE NOTED.
2.ALL OPPOSING RAFTERS TO HAVE COLLAR TIES WITH(7)100 NAILS EACH RAFTER. TOP PLATE SPLICE REQUIREMENT%
GEED AT 19%MAX.MOISTURE CONTENT, 3.ALL RAFTERS AND OUTLOOKERS TO HAVE UPLIFT STRAPS WITH A CAPACITY Of KO LBS 8FT AT(2)180 NAILS PER FOOT OR AFT AT(2)1B0 NAILS 8'OC �:
AT EXTERIOR WALLS,UNLESS OTHERWISE NOTED. "�,�E 1: I!
,MATERIAL MANUFACTURED BY OTHERS 4.RAFTER TO WALL CONNECTION(4)10d TOE-NAILED
S.CONNECT ALL OVERBUILDS AND CRICKETS WITH PT 2Al2 VALLEY BOARD NAILER-
FACE NAIL LVL'S TOGETHER USING 3 FASTEN NAILER TO EACH CROSSING RAFTER W TH(4)910 SCREWS WITH 2 PENETRATION SMEATWHp ATTACHMENT
INTO RAFTER.FASTEN RAFTER TO NAILER WITH(3)TOE-FAILS AND ONE SIMPSON H2.8A. 1 Sd COMMON NAILS REQUIRED -
MANUFACTURERS RECOMMENDATIONS. 8.FASTEN RAFTER TO HIP BEAUS WITH(S)lEd FACE NAILS 2 8'GC AT PANEL EDGES AND 8.OC IN THE FIELD WITHIN 4 FEET OF ENGINEERING AND DESIGN
EPTAHLE.ALL HANGERS AND 7.4 FEET EACH SIDE OF RIDGES AN ROOF EDGE PERIMETERS FASTEN WITH Sd NAILS AT PERIMETER EDGES AND RIDGES.
8'OC AT PANEL EDGES AND IN THE FIELD.ALL OTHER LOCATIONS V OC AT PANEL EDGES 3 4•OC AT GABLE END WALL RAKE • OAK TREE CENTER-SUITE 106
:AROLINA STATE BUILDING CODE, AND 17 OC IN THE FEW. • 16747 US H WY 17 NORTH
8.24 VERTICAL BLOCKING REQUIRED AT RIDGE-ONE EACH SIDE OF RIDGE 4 B'GC AT PANEL EDGES AND 12 OC IN THE FIELD-ELSEWHERE HAMPSTEAD,NC 28443
IN ARE TO BE MADE UPON WRITTEN 9.24 BLOCKING(FLAT WIRE OR VERTICAL)REQUIRED AT PANEL EDGES IN THE FIRST TWO ' 910.200.7616 FAX [phone]
RAFTER BAYS AT GABLE END WALLS. EMAIL:QNTe/CY(pCh8Ot9F.Mt
10.FULL HEIGHT BLOCKING REQUIRED AT RAFTER ENDS.
ALL EXTERIOR HEADERS THIS LEVEL Consultant
BE IS)2410 WITH or SPACER ONLESS OTHERWISE NOTED Ad999
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TRUSS DESIGNER: A Fix
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iP" 770 LBS RLL L
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TRUSS DESIGNER POINT LOAD 2,,'
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WELLMAN CONSTRUCTION
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ATKINSON SHORES
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241 PT!GIST "' _ ,�(2)�10 (2) 10 - `---..
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FRAMING PLANS

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• TRUSS MANUF. 4X8 PT *Room� 2018
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TWO ROWS OF Bd C - �• 8X8 PIUNG 518 DIA GALV.STEEL.BOLT
NAILS®8'OC/ �`I'- 4X8PT BRACES PASS 1� ,
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TWONAIL ROWS O Bd COMMON---- -� 1 lit t
.Sa ,Ny EQUIVALENT 78 OR
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BLOCK ALL EXTERIOR WALLS--
AT SHEATHING JOINTS OAK TREE CENTER-SUITE 106
2x7O'S WTH(2)5Ae"BOLTS MAY BE 18747 US HWY 17 NORTH
2,FRAMING PER PLANS SUBSTITUTED FOR THIS BRACING HAMPSTEAD,NC 28443
CROSS BRACE1 910.200.7616 FAX [phone]
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OVERLAP BAND COMPLETELY---------
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SIMPSON TIE AP.BETONIN FLOORS WALL;TIE BETWEEN FLOORS /NUMBER OF FASTENERS AT •
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WELLMAN CONSTRUCTION j
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•
.�x.itre� DETAILS