NTB_17-16_Jackson

Coastal Management
ENVIRONMENTAL QUALITY
February 28, 2017
Douglas and Lisa Jackson
7506 91 Avenue
North Topsail Beach, NC 28460
ROY COOPER
Gowmor
MICHAEL S. REGAN
seeRwry
BRAXTON DAVIS
Director
RE: EXEMPTED PROJECT (MINOR) EXEMPTION
Accessory Structure - (15A NCAC 7K .0209) — Exemption# NTBEX17-16
7506 9t6 Avenue, North Topsail Beach
AREA OF ENVIRONMENTAL CONCERN — Estuarine Shoreline AEC - ORW
Dear Mr. Jackson:
I have reviewed the information submitted to this office in your inquiry concerning the necessary filing of
an application for a minor development permit under the Coastal Area Management Act. Based on the
information provided, I have determined that the activity you propose is exempt from needing a minor
development permit as long as it remains consistent with your site drawing dated received by DCM on
February 28, 2017 and meets the conditions specified below. If your plans should change and your project
will no longer meet these conditions, please contact me before proceeding.
Maintenance & Repair/Accessory Structure
I. The work authorized under this exemption specifically includes construction of a 8' x 10' storage shed
beneath the existing structure. No additions, including roof overhangs, enclosures, etc., outside of the
existing residential footprint, are authorized under this exemption.
2. The development must not involve removal, damage, or destruction of threatened or endangered
animal or plant species.
3. The development must not alter naturally or artificially created surface drainage channels.
4. The development must be consistent with all applicable use standards and local land use plans in effect
at the time the exemption is granted.
5. The proposed development shall remain consistent with the attached work plan drawings.
6. This permit does not authorize expansion of the existing structure.
This exemption to CAMA permit requirements does not alleviate the necessity of your obtaining any other
State, Federal or Local authorization. This exemption expires 90 days from the date of the letter.
ccerely,
onDil,LPO
c: DCM - WIRO
Terrie Woodle, NTB
State of North Carolina I Enwonmental Quality I Coastal Management
127 Cardinal Dme Ext., Wilmingloo, NC 19405
910-796-7215

BUILDING PERMIT APPLICATION
North Topsail Beach
2008 Loggerhead Court
North Topsail Beach, NC 28460
910-328-3186
Fax-910-328-0299
Please Fill out Form COMPLETELY
Permit Project
Number Address %•SO& C 7"'R / &)t/4c
Owner Name 7 6.Ef 4 , igGkyw
Mailing Address te 4 r1r /i�c iu. >ti rr� L ,ni[• ��/lod
Signature Telephone Number a6-3ff-ollml
If
General Contractor
N.C. License Number �,pi� t�GTON' Expiration Date
Local Privilege License ��8 2 20Si Contact Number
Signature Date'
Square Footage Heated Unheated !/
Estimated cost of Project 4X00.0.
//
Description of Work ,Ll125 psy� - 57 jfr�g`o oA l y
For Office use OM
Additional Comments
Issued By
Date approved
*1100.00 fine for not scheduling a final inspection
Building Permit Fee
Zoning Permit Fee
Additional Fees
Receipt Number TOTAL RECEIVED

ZONING & I~LOODPLAIN DEVELOPMENT APPLICATION
P`• " 1401 VALID UNLESS SI611ED BY APPLICANT
Application shall be made priorto any development actlaitles located within the Town of North Topsail Beach. The following items maybe
•equired with the application for a zoning and ffoodpialn development permit: 7A plot plan drawn to scale; 7 V Zone Certification with
iccompanying plans and specifications verifying the engineered structure and any breakaway wall designs; and? an Elevation Certificate.
'HEREBY CERTIFYTHATI) ALL INFORMATION IN THIS APPLICATION IS CORRECT AND ALL WORK WILL COMPLY WITH NTB TOWN CODEAND
41LOTHER APPLICABLESTATEAND LOCAL LAWS AND ORDINANCESANDREGULATIONS 7REPLANNINGDEPARTMENTWILL BEN071FIEDOF
INYCHANGES INTHEAPPROVED PLANS AND SPECIFICATIONS FOR 7HEPRLUECT PERMITTED HEREIN, 2)1 FURTHERMORE CERTIFYTHAT LAM
I UTHORIZED TO GRANT, AND DO IN FACT GRANT PERMISSION TO PITS ZONING & FLOODPLAIN ADMINISTRATOR AND HIS OR HER AGENTS)
O ENTER ON THE PROPERTY NOTED ON THE NTB PERMIT(S) FOR THE PURPOSE OF 11VSPECfIONS; 3) I, THE UNDERSIGNED, UNDERSTAND
HATTHElSSLIANCEOFA FLOODPLA/N DEVELOPMENTPERMITIS CONTINGENT UPON THEABOVEINFORMATION BEING CORRECTAND THAT
NE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. 1 ALSO UNDERSTAND THAT THE PRIOR TO
)CCUPAINCY OF THE STRUCTURE BEING PERMITTED, AN ELEVATION AND/OR FLOODPROOFING CERTIFICATE SIGNED BY A PROFESSIONAL
WGINEER OR REWSTERED LAND SURVEYOR MUST BE ON FILE WITH THE INSPECTTONDEPARTMENT INDICATINGTHE HAS BUILT' ELEVA77ONS
V RELATION TO MEAN SFA LEVEL (MSL). 4) I AM THE OWNER/AGENT/CONTRACT PURCHASER12ESSEE (CIRCLE ONE) AND SYS16NATURE
1117 )RDW BI 1AAATTAI ARTFUCADarfPAT1nA1
PPLICANT f�Z SAME A `5 q 60Vk SIGNATURE
DDRESS CfTY STATE ZIP
TE DATA
HYSICAL ADDRESS TAX PARCEL ID #
)NING SETBACKS: FRONT(FT): SIDE(FT): REAR(FT): OTHER(FT):
)TSIZE (SQ FT) TOTAL PROPOSED IMPERVIOUS SURFACE (SQ FT)
PLICATIONFORTHEFOLLOWINGDEVELOPMENTONLY. -'�GIM WILMINGTON, NO
Excavation ) ❑ Road Construction ❑ Residential Constawflon { ❑ Replace HVAC
PHI ElDdvetvayConstruction 11NDnresidentfelConsWotlon ❑MechantcauElectdpi FEB 2 7 2011
Grading INCLUDEENGSWPLANS ❑Addiilon ❑ Other(spedfy):
Utility Construction LI Renovatlan
'SCRIPTION OF WORK
.M DATA:
)OD MAPW FLOOD ZONE: [] VED AE CBRS: D YES [] NO
:(FT):_Regulatory flood elevation plus 2FTfreeboard (FT):
:UCTURE BUILTAFTERJULY 2,1967 [] YES [] NO
IFLOPMENT STANDARDS DATA:
o ELEVATION IN RELATION TO MEAN SEA LEVEL (MSL) AT OR ABOVE WHICH THE LOWEST FLOOR (INCLUDING BASEMENT) MUST BE
CONSTRUCTED FT.
ELEVATION IN RELATION TO MEAN SEA LEVEL (MSL) AT OR ABOVE WHICH ALLATTENDANT UTILITIES TO INCLUDE, BUT NOT LIMITED
TO, ALL HEATING, AIR CONDITIONING AND ELECTRICAL EQUIPMENT MUST BEINSTALLED FT.
o WILL GARAGE BE USED FOR ANYPURPOSE OTHER THAN PARKING VEHICLES, STORAGE OR BUILDING ACCESS?[] YES {] NO
o PROPOSED METHOD OF ELEVATING THE STRUCTURE
o WILL ANY WATERCOURSE BE ALTERED OR RELOCATED AS A RESULT OFTHE PROPOSED DEVELOPMENT? [] YES [] NO
• TOTAL AREA OF OPENINGS REQUIRED: f 1 SQ. INCH PER SQ. FT OF ENCLOSED FOOTPRINTAREA BELOW BFE).

BREAK AWAY WALL SPECIFICATIONS
SCALE: NTS
PER FEMA TECHNICAL
BULLENTIN 9, AUGUST 2008
OVERHEAD WALL PLAN VIEW
lr O.C.
vas
/NIN.2X4STLIM
TO NEXT
PILE
NOTE:
NOTE:
ONLY NON�SfRUCTURAL
WALL SHEATHING WYSE
SIDING IS PERMLRED TO
ATTACHED ONLY TO
BREAK SHEATHING
OVER -LAP BREAKAWAY
BREAKAWAY WALL FRAMING.
AT PILES
WALL AND PILE STRUM
SHEATHING CANNOTEXTEND
OVER PERMANENT PLATE
SIDE VIEW
FWNDATIIONORDER,BANO
PERMANENT
OR fLOOR FRAMING
2X4 TOP PLATE
TO NEXT
BREAKAWAY MIN. DU SIU08
PILE
SPACEDIBOG.,E
EIATDENNL WTH
lIB4 NALLS.
11
OTE:
BREAKAWAY
r
2X4 TOP PLATE
T) IOO COW. GALV. NAILSATTOP S
T) IOG CON. GALV. NAILS AT
TTOM, EVENLYSPACEO
ETWEEN PILES TO SECURE EACH
a
S No
WINDOWS AND ODORS
BREAKAWAY PLATE TO
MAY BE
PERMANENT PLATES.
AS DESIRED
/
/
\
BREAK
/ AWAY
/ 2X4
NOTE: THESE ARE
IF THE WAIL IS LOCATED
BOTTOM
/
THE MAXIMUM
ONTHEOCEANVDEOF
PLATE
STANDARDS,DO NOT
CROSS BRACING; SCORE
EXCEED THE DESIGN
THE INTERIOR FACESOF
THE BRIDS I.W DEEP
/
STRENGTH OF THIS
ALONG LINES FOLLDWWO
WALL SYSTEM
THE CROB6BPACPq.
PERIMNEM���`�,
TO NEXT
2X4 BOTTOM
CONCRETE SLAB ON GRADE PILE
PLATE
NOTE:
THIS BREAKAWAY WALL DETAIL IS FOR
A PROPOSED
GROUND LEVEL ENCLOSURE.
)CM WI MIN TO , NC
DEB 2 7 2017
`La4IUIn1//TAA
`moo 59GZ'=
GINE
SrON
R IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO
CONFORM TO ALL STANDARDS, PROVISIONS, REQUIREMENTS, METHODS OF
CONSTRUCTION AND USES OF MATERIALS PROVIDED IN BUILDINGS AND/OR
STRUCTURES AS REQUIRED BY N.C. UNIFORM BUILDING CODE, LOCAL
AGENCIES AND IN ACCORDANCE WITH GOOD BUILDING PRACTICES. VERIFY
ALL DIMENSIONS PRIOR TO CONSTRUCTION.
THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN ANY
WAY WITHOUT THE EXPRESS CONSENT OF WESTON LYALL, PE,
PLS, PL-C. ANY PARTY THAT TAKES PART IN DOING SO IS IN
VIOLATION OF COPYRIGHT LAWS.
WESTON LYALL,
PE, PLS, PLLC
JACKSON RESIDENCE
WESTON LYALL, PE, PLS, PLLC
7506 9TH AVE.
214 US HIGHWAY 17N. SUITE 1
NORTH TOPSAIL BEACH, NC
HOLLY RIDGE, NC. 28445
PHONE: [phone]
FIRM #P-0937
BREAK -AWAY WALL DETAIL
STRUCTURAL B CIVIL
ENGINEERING 8
LAND SURVEYING
DATE
DRAWNBY
FILENAME:
I SHEET:
2/22/2017
1 OF

National Flood Insurance Program
V-Zone Certification
Property Information For insurance Company Use
Name Polcy umber
Doug 8: Lisa Jackson
Address
7506 9th Avenue
City State Zip Code
North Toosail Beach NC wean
Note: to be obtained from appropriate FIRMS
4266 J 11-3-15
This tone is not a substitute for an Elevadog Certificate. Elevations should be rounded to the nearest tenth of a foot.
_____.___.._.__..�.____._._..._...__.................. �..� ,tea. t,..,...r
2. Base Flood Elevation............................................................................... 10 feet (NGVD)
3. Elevation of Lowest Adjacent Grade............................................................ 8.5 feet (NGVD)
4. Approximate Depth of Anticipated Scour/Erosion Used for Foundation Design... 1.0 feet
5. Embedment Depth of Pilings or Foundation Below Lowest Adjacent Grade....... 8 feet (Assume
I certify that I have developed or reviewed the structural design, plans and specifications for construction
and that the methods of construction are in accordance with the 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 BFE.
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. 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 base
nua;: I nis sewon must oe cemnee by a registered engineer or architect when breakaway
d
walls exceed a design safe loading resistance of 20 pounds per square foot.
n
1 certify that I have developed or reviewed the structural design, plans and specifications for construction
K 7j
and the design and methods of construction of the breakawaywalls are in accordance with accepted
standards of practice for meeting the following provisions:
W
a) Breakaway collapse shall result from a water lead less than that which would occur during the base
flood.
a
Z •�I
b) The elevated portion of the building and supporting foundation system shall not be subject to collapse,
Cj
displacement, or other structural damage due to the effects of wind and water loads acting
M
simultaneously on all building components (wind and water Ioadin, values defined under Section 110
Section V: Certiflcation
Z
(Chea: Section III and / or Section IV x )
0
Name of Certifier