NTBEX_13-75_Black

NCDENR
North Carolina Department of Environment and
Division of Coastal Management
Pat McCrory Braxton C. Davis
Governor Director
October 4, 2013
Exemption Number— NTBEX13-75
Greg Black
1928 New River Inlet Road, Unit 223 - Shipwatch
North Topsail Beach, NC 28460
3-al.W22
�fflw
Natural Resources
RE: EXEMPTED PROJECT (MINOR) EXEMPTION
Maintenance and Repair/Replacement - (15A NCAC 7K .0209 and 7J .0210) — Exemption# NTBEX13-75
1928 New River Inlet Road, Unit 223, North Topsail Beach, NC
AREA OF ENVIRONMENTAL CONCERN — ORW AEC
Dear Mr. Black:
John E. Skvarla, III
Secretary
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 10/4/2013, 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 AND REPAIR
Structures may be repaired in a similar manner, size and location as the original structure. No expansions or additions are permissible.
The repairs are limited to 50% of the physical value of the existing structure and the following specific conditions.
1. This exemption specifically authorizes the replacement of wood decking, including the deck bands, on the sound side of the
residence. No other exterior replacement shall occur with prior consent from the NC Division of Coastal Management.
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.
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.
Since ly,
a n ail, LPO
c: DCM — WIRO
Terrie Woodle, Town of North Topsail Beach
127 Cardinal Drive Ext., Wilmington; NC 28405
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net

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 3 (� 7� Address
Owner Name
Mailing Address
Signature Telephone Number "j / G 5 3 C/ 6419
General Contractor
N.C. License Number Expiration Date
Local Privilege License Contact Number
Signature Date
Square Footage Heated Unheated
Estimated cost of Project / ,-400, C. -o
Description of Work _ �'�� — �j�j�,b'�?
**100.00 fine for not scheduling a final Jilspection
iLJ
For Office use Only M WILM GTON, NC
Additional Comments ocl 0 4 20
Issued By
Date approved
Building Permit Fee
Zoning Permit Fee
Additional Fees
Receipt Number TOTAL RECEIVED

ZONING & FLOODPLAIN DEVELOPMENT APPLICATION
NOT VALID UNLESS SIGNED BY APPLICANT
Application shall be made prior to any development activities located within the Town of North Topsail Beach. The following items may be
required with the application for a zoning and fioodplain development permit: 7A plot plan drawn to scale; 7 V-Zone Certification with
accompanying plans and specifications verifying the engineered structure and any breakaway wall designs; and 7 an Elevation Certificate.
1 HEREBY CERTIFY THAT 11 ALL INFORMATION IN THIS APPLICATION 1S CORRECT AND ALL WORK WILL COMPLY WITH NTB TOWN CODE AND
ALL OTHER APPLICABLE STATE AND LOCAL LAWS AND ORDINANCES AND REGULATIONS. THE PLANNING DEPARTMENT WILL BE NOTIFIED OF
ANY CHANGES IN THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT PERMITTED HEREIN; 2)1 FURTHERMORE CERTIFY THAT I AM
AUTHORIZED TO GRANT, AND DO IN FACT GRANT PERMISSION TO NTB ZONING & FLOODPLAIN ADMINISTRATOR AND HIS OR HER AGENT(S)
TO ENTER ON THE PROPERTY NOTED ON THE NTB PERMIT(S) FOR THE PURPOSE OF INSPECTIONS; 31 1, THE UNDERSIGNED, UNDERSTAND
THAT THE ISSUANCE OFA FLOODPLAIN DEVELOPMENT PERMIT IS CONTINGENT UPON THEABOVE INFORMATION BEING CORRECTAND THAT
THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. I ALSO UNDERSTAND THAT THE PRIOR TO
OCCUPANCY OF THE STRUCTURE BEING PERMITTED, AN ELEVATION AND/OR FLOODPROOFING CERTIFICATE SIGNED BY A PROFESSIONAL
ENGINEER OR REGISTERED LAND SURVEYOR MUST BE ON FILE WITH THE INSPECTION DEPARTMENT INDICATING THE "AS BUILT" ELEVATIONS
IN RELATION TO MEAN SEA LEVEL (MSL). 411 AM THE OWNER/AGENT/CONTRACT PURCHASER/LESSEE (CIRCLE ONE) AND BY SIGNATURE
AUTHORIZE SUBMITTAL OF THIS APPLICATION.
ADD
PHO
EMAIL
SIGNATURE
CITY ,t_1 TS 1_� STATE 4--" IP
APPLICANT /" / /( Z/l ti 4- SIGNATURE_ � %J 7___
BUSINESS OC'C/a�y .S 1ID(, �" f) !dJ G —�^'��
ADDRESS Cr 11 12 g/1 (� CITY Ayrs Y3 STATE iU L' ZIP 2 JC760
PHONE GnnA11
SITE DATA
PHYSICAL ADDRESS �.) .S1! �f'(,U/)�CN /Lj,Z?? Uf2 Z 12r% )
TAX PARCEL ID #
ZONING SETBACKS: FRONT(FT): SIDE(FT): REAR(FT): OTHER(FT):
LOT SIZE (SQ FT) TOTAL PROPOSED IMPERVIOUS SURFACE (SQ FT)
APPLICATION FOR THE FOLLOWING DEVELOPMENT ONLY:
❑ Excavation ❑ Road Construction ❑ Residential Construction ❑ Replace HVAC
ElFill ElDriveway Construction ❑ Nonresidential Construction ❑ Mechanical/Electrical
❑ Grading INCLUDE ENG SW PLANS ❑ Addition
❑ El Other (specify):
Utility Construction
❑ Renovation
DESCRIPTION OF WORK 1e&7141
941
FIRM DATA. RECEIVE
v
I .MINGTCIN, NC
AE CBRS: ❑YES ❑ NO
FLOOD MAP# FLOOD ZONifl ! L_]
BFE(FT): Regulatory flood elevation plus 2FT freeboard (FT): d 2013
STRUCTURE BUILT AFTER JULY 2, 1987 ❑ YES ❑ NO
DEVELOPMENT STANDARDS DATA:
• 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 ALL ATTENDANT UTILITIES TO INCLUDE, BUT NOT LIMITED
TO, ALL HEATING, AIR CONDITIONING AND ELECTRICAL EQUIPMENT MUST BE INSTALLED FT.
• WILL GARAGE BE USED FOR ANY PURPOSE OTHER THAN PARKING VEHICLES, STORAGE OR BUILDING ACCESS? ❑ YES ❑ NO
• PROPOSED METHOD OF ELEVATING THE STRUCTURE
• WILL ANY WATERCOURSE BE ALTERED OR RELOCATED AS A RESULT OF THE PROPOSED DEVELOPMENT? ❑ YES ❑ NO
• TOTAL AREA OF OPENINGS REQUIRED : ( 1 SQ. INCH PER SQ. FT OF ENCLOSED FOOTPRINT AREA BELOW BFE).

OCEAN SIDE
t4._ 7"
EXISTING 2 2XIO PT SYP
KNEE KNEE
RACE. SEE BRACE,
EEC
�� Io
DETAIL DETAIL
L9 VI
za 9
EXISTING 8' DECK
z
r^ x a
o GALV.
S
ANGLE
1
X
BRACKET,
SEE DE TAIL
1NG RESID��C
EXISTING 2X10 PT INNER DECK
BAND, TO FOUNDATION OR RIM
BAND AIM NE1Y 5/8" X 6"
LAC BOLTS SPACED 16" OC
AND TWO ROWS OF 16d RING
SHANK NAILS SPACED 16" OC.
FLASH AND CAULK, TYPICAL
ALL DECKS. ALL EXISTING
NAILS/BOLTS TO REMAIN SEE
/ NOTE 9
STREET SIDE
xKING UN+Is 1tDr
{OUN FOR CLARIIY
FOUNDA110N PLAN
(FIRST LEVEL)
SCALE 1/4" = 1'
PILE DEPTH k CAPACITY
LEGEND
r
FASIN6 LNS P1 F4Fs Mfe+ r.sl%mo
e' Vic PEWRA VA (IIr)
REVOVE
MAILS FOCIyFIF i5Cisrito sa
�li
REPLAC
THIRD
ro LE
-
DECKS.
OCEAN SIDE
FwNO
PLAN
PROPOSED (2) 2X12 PT 5YP
KNEE KN=E
RACE. SEE ORAGE. EF—
T
m DETAIL OE AIL �}
tn
O U
PROPOSED 8' DECK a
iv n O GALV. O
z xw ANGLE o x
1N BRACKET, e"t
�EE DETAIL
+
7
EXISTING 2X10 PT
STREET SIDE
INNER DECK BAND
TO FOUNDATION 0:
PLAN
RIu BAND WITH NE
ND & THIRD
LEVEL) eoiTs oA s
kFLOUINDATION
tV
sPnct
C TWO
MINGTON, NC
O 16a0RtN S �INT
NAILS
SF PACEDLASif " 16
4 ��
CAULK TYPICAL AL
DECKS
mill
PT P,LE
AVG. CS.AQE
OCT 0 ?O ALL EXISTIN
NAILS/BOLTS TO
REMAIN SEE NOTE 9
REAR f_LEVATION
1
IPOSED
"`tEE
ACING
ON
(POSED
6 PT
'ILE
I
-
IT IS THE RL�PONSIRUTY CIF THE CONTRACTOR AND OR BUILD R 10
CGNFORU TO ALL STANDARDS, PROVISIONS, REOUIREUENTS, METHODS 'OF
MISTRUCUCIN AND USES Or VATERrALS PROMOEO IN BUILDINGS MID/CR
STRUCTURES AS REQUIRED BY CURRENT N.0 RUILD'NG CODE VERIFY ALL
•II IMc n I
WESTON LYALL, PE, PLS, PLLC
C A.`.)7Y L?_111.:
\ l Al L LLI
(�T
F 11��13:
't'V V 1% 1 1 a '••:0
E . i i+.'i+l. •i
214 US HIGHWAY 17N. SUITE 1
HO.LY RIDGE, NC. 28445
CF :,nil GC n; HI Nc,
PHONE: [phone]
f1R){ P-0937
REAR ELEVATION &
FOUNDATION PLANS
ENGINEERING &
__ _
IANTI SI IRV:YIAr

I I r- 1L 11L r-ua 1 huIVrvLG I ION
SCALCI NONE S/B•DIA X 17•
DECK POST GALV STEEL DO-TS
DECK1116
EECK Ratio STRAP CCUNECTUIG BA%B
V IN GIRDEZ t0 PILE. 3/I6'
X 4' X 10't o%G GAL V.
STEEL, ONE STRAP,
OUTSIDE FACE D
i•XB' PT OR 6'16' Pt OECK
t
POST Coo B'XB' PI PILE
fROK ECLOV.
ITH BUTT JOINT CONNECTION
SCALE+ NONE
DCOIBLE BUTT JOINT
5/0,014 X lD'
_~ GALV. SIEEL
I " x l"' GALV SIE[!.
TWO STRAPS OJT
SIDE FACf CF
Jailor
7 )5' J73•
6'X6' PT PEFC11 POST
TYPICAL PILE. CONNECTION
SCALE, NONEsw
BEAM 510•,11, X 10'
Ci V STECL DOLTS T
+ STRAP Cavl`ctim wo
OR GIRDER TO PILE, PER 1-
• DETAIL NO 7, ON DUFSITL N
SOA
PILI
S TF
PSI
TR
I TFACE OF Ja1Nt. STRAP
MAY HE OMITTED WNEN
LESS THAN 534 or PILE NFo.
AREA IS NOICrED. T
GALVANIZED STEEL STRAPS,
3f6' THICKNESS, 18' LENGTH,
2' AND 4' WIDTHS SPECIFIED
NOT TO SCALE
03.5'TYPICAL
STRAP
BOLT PATTERN
.5'
'
NOTE: OTHER BOLT PATTERNS
ARE ACCEPTABLE PROVIDED
THE BOLT HOLE PATTERN
DOES NOT VARY MORE THAN
2' FROM THAT S1113WN
;f r
TYPICAL TND:!CORNER tO4LECTIEi(S'
A17!( Ira SCALE ' I • ' ,
.l [OP VIEW,
�_f. •u•n.LrK,,.
IiFL.6 ,
f¢ wy
INSIO_ VIEW Teal w Kr
w
&x'A t t
NO I, s nzv 1 +-PN• .IU I
ar.>< w r _...__J
I - ALL DIUEtiSIONS ARE TO BE VERsrK0 BY O'ANER/CGrTRACTOR PRK/I TO CONSIRUCOD#.
ADJUST HEIGHTS MO WOPiS AS REGOREO
2- THIS DESIGY IS SITE SP£OFIC.
3 - ONLY USE MATERIALS BELOW FLOOD BFE TFIAT AR EIrI1ER TREATED OR UCISIURE
RESISFA IT.
4- IT IS IHE RESPON T�-G��fr+AAC(�1 AJtO/OR 9LILDf3 90 CONFIRM TO ALL
STANDARDS CF TI tI6QyQC0AE. AL ISO45 PRIOR 10 CONSTRJCTION
PSI
ANDTtE0of, t�3lbhSb?1 is � �S LLt'S A.4E OESC�ttfO 1NM Fo.2950
B- FIELD try ALL STEPS/ STMRS
9- ALL ExSIING DE \ , IL I TO REMAIN
CX[Sr11,G FOCf
'RA ONG
PER CODE
L!P50\ 8, DECK
f_E
- U
TRAP
S418 2x0 FLOOR JDIS►S A► 16. OC EXISTING FL
�-- TRUSSES
PROPOSED
(P7)2x12 V
n
'SO C n (/
C-
�3' DECK
NP 9
I8
2xa t•LOFIR JOISTS AT 16' U.0 EXISII% FL
-'-"-' 1 BUSSES
PROPOSED
(2) Ex12
S (Pt)
v
;� ECK
P
EXISt1NG FL
[BUSSES
EXISTING 2x0 R 16, O.C.
C>EISI tnG�(�1'•
w
2x10I,FP[)
"/f.C,1�J1 tx;LEVEL _._..............
�YPIAL''PILING
GlNIZ1b ANGLE BAND CONNECTIONS
ALVOEAD
VFFQ��/1ggpp►N.D/GIRDER
TO'g1R1�RiOI:!1EiT:CN
I ., _ 5/0'DIA GALV STECL EQLTS
GIRDER '-l.�'�.SIMATRP:G
-t
NOTE, ALL GALVI4IIED ANGLE5 TO BE
t/4'X4'X8' LOtiG w1TH 2-5/8' BOLTS
DECK IRIER THRC>t:Gsl EACII PLANY.E
SGIRDRE NANO CONNECTION
I ® RI11 FAND 6EHIN0
T EXTER[a; SFI?AIIIUiG
AWED. OUT V
OUT
s L L S
0 16OC to BE
is JFE- ESPON3'1i1UIY OF IH CONI ALTTOR ANO 01 BULDEA iD
CO`t5GRk TO ALL STANDARDS, PROVISIONS, REOAREMENIS, MEO(OOS OF
C04STRUCtICN ARO USES OF MATERIALS PROMIDE0 IN BVR.ONGS AND/OR
STRUCTURES AS REOUIRED OY CVRRENT N.C. BUILDING COOE. VERIFY ALL
c p
�
V'IESTION LYALL, PE, PLS, PLLC
SIRiLF1URA1. TOADS•
FLOOR OEAO LOAD - 20 PSF
FLOOR LIVE LOAD - 40 PSF
Ott WALL DEAD LOAD - a PSF
EXT. WALL DEAD LOAD - 10 PSF
ROOF LIVE LOAD - 20 PSF
ROQ DEAD LOAD -_ 20 PSF
_ iVf
�.
Q`1?jr
CRr: 37 a, Ar_:(
1Si.6 NOR il'L• P hl .1 2QA;
IRI 1 ??3 S•U°tVAr0- VI .AS
*'117•r T4=SA• 8;A(:-. R(:
1 L
2I+ US FilGi_. 17N SUHE 1
HOLLY RIDGE, NC, 28445
PHONE: [phone]
FIRM P-0937
TYPICAL CROSS
SECTION & DETAILS
ENGINEERING &
I_AN) V IRVPV1ar.
_

Page # pages
PROPOSAL.—
'k,
To: Job dame Ijob#
We hereby submit specifications and estimates for:
.. .. .... ---
iIdII&-_1j_IL��C__4-44_4_ 14) ull'a 1-'XL -"A-aae Y
d1z. Aloz,/) '701)
A* PI 00--
ego
/Y) P '1�51 Al) H EDC, E I V E
,QA)'1 -1442L2"4jL­U)_ 5'1124,L7L 1Uyde4Z _4711"16- -OCT 0 4 2013
We propose hereby to furnish material and labor —complete in accordance with the above specifications for the sure of: N
I Dollars
with payments lobe made as follows: 44)4_,4 1�00000 1"Oe'-)ang 1,11,21-1/f. 201ye),52L7__
Any alteration or deviation from above specifications involving extra costs will Respectfully submitted:
be executed only upon written order, and will become an extra charge over and
above the estimate. All agreements contingent upon strikes, accidents, of delays
beyond our control.
Note —this proposal may be withfirawn6y.1 if not acceptedwill4r, days.
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are
hereby accepted. You are authorized to do the work as specified. Payments Signature
will be made as outlined above.
Date of Acceptance: Signature