SCEX_15-05_ Wellman's (2)

AIWA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Donald R. van der Vaart
Governor Secretary
February 11,2015
Exemption Number—SCEX15-05
Wellman's Construction\
C/o David Wellman
PO Box 8
Holly Ridge,NC 28445
RE: EXEMPTED PROJECT(MINORS)SINGLE FAMILY RESIDENCES WITHIN THE HIGH HAZARD
FLOOD AREA OF ENVIRONMENTAL CONCERN (15A NCAC 07K.0213).
PROJECT LOCATION/ADDRESS—1509 Easy Street, Surf City,NC.
Dear Mr.Wellman:
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 is exempt from needing a CAMA Minor Development Permit as long as it remains consistent with your project
drawings and paperwork,dated received February 9,2015,and it also meets the conditions specified below. If you plans
should change and your project will no longer meet these conditions,please contact me before proceeding.
SINGLE FAMILY RESIDENCES WITHIN THE HIGH HAZARD FLOOD AREA OF ENVIRONMENTAL
CONCERN EXEMPTED-All single family residences,including associated infrastructure,accessory structures or
structural additions to an existing single family structure,constructed within the High Hazard Flood Area of
Environmental Concern are exempt from the CAMA Minor Permit requirements provided the development is consistent
with all other applicable CAMA permit standards and local land use plans and/or rules in effect at the time the exemption
is granted including the following conditions and limitations:
1. Development shall not be located within the Ocean Erodible or the Inlet Hazard AEC.
2. Any building shall be constructed on pilings and comply with the North Carolina Building Codes and the
local flood damage ordinances,as required by National Flood Insurance Program(NFIP).
3. The development does not require any permission,licensing,approval,certification,authorization or
approval from any state or federal agency.
4. A signed AEC hazard notice indicating that the property owner is aware of the special risks and conditions
associated with development in this area.
This exemption to CAMA permit requirements does not alleviate the necessity of your obtaining any other State,
Federal or Local authorization. This exemption expires one(1)year from the date of the letter.
• cerely,
o ail,LPO
c: DCM—WIRO
Steve Padgett, Surf City Inspections

l APPLICATION FOR0-3
CAMA MINOR z
DEVELOPMENT
PERMIT
In 1974,the North Carolina General Assembly passed the Coastal Area Management Act
(CAMA)and set the stage for guiding development in fragile and productive areas that
border the state's sounds and oceanfront.Along with requiring special care by those who
build and develop,the General Assembly directed the Coastal Resources Commission
(CRC)to implement clear regulations that minimize the burden on the applicant. `•
This application for a minor development permit under CAMA is part of the !�
Commission's effort to meet the spirit and intent of the General Assembly.It has been
designed to be straightforward and require no more time or effort than necessary from
the applicant.Please go over this folder with the Local Permit Officer(LPO)for the •
locality in which you plan to build to be certain that you understand what information he 0
or she needs before you apply.
Under CAMA regulations,the minor permit is to be issued within 25 days once a
complete application is in hand. Often less time is needed if the project is simple.The
process generally takes about 18 days.You can speed the approval process by making
certaiq.that your application is complete and signed,that your drawing meets the Pisp
specifications given inside and that your application fee is attached.
Other permits are sometimes required for development in the coastal area.While these
are not CAMA-related,we urge you to check with the Local Permit Officer to determine
which of these you may need.A list is included on page two of this folder.
We appreciate your cooperation with the North Carolina Coastal Management Program
and your willingness to build in a way that protects the resources of our beautiful and
productive coast.
Coastal Resources Commission
Division of Coastal Management
5 + /I,t /uj g
ram
ijoh,
RECEIVED
DCM WILMINGTON,tom' z

OTHER PERMITS MAY BE REQUIRED:The activity you are planning may require permits other than the CAMA
minor development permit, including, but not limited to;,Drinking Water Well, Septic Tank (or other sanitary waste
treatment system),Building,Electrical, Plumbing,Heating and Air Condjtioning,Insulation and Energy Conservation;FIA
Certification,Sand Dune,Sediment Control,Subdivision Approval,Mobile Home Park Approval,Highway Connectio#],and
others.Check with your Local Permit Officer for more information.
•
STATEMENT OF OWNERSHIP:
1,the undersigned,an applicant for a CAMA minor development permit,being either the owner of property in an AECIor a
person authorized to act as an agent for purposes of applying for CAMA minor development pennit,certify that the person
listed as landowner on this application has a significant interest in the real property described therein.This interest can!be
described as:(check one)
an owner or record title,Title is vested in ,see Deed Book
page in the County Registry of Deeds.
an owner by virtue of inheritance.Applicant is an heir to the estate of
probate was in County.
if other interest,such as written contract or lease,explain below or use a separate sheet&attach to this applicatio i.
NOTIFICATION OF ADJACENT PROPERTY OWNERS:
1 furthermore certify that the following persons are owners of properties adjoining this property. I affirm that I have gi}ren
ACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for a CAMA permit.
(Nam ) (Address)
(2) {
(3)
(4)
ACKNOWLEDGEMENTS: •
I,the undersigned, acknowledge that the land owner is aware that the proposed development is planned for an area which
may be susceptible to erosion and/or flooding. I acknowledge that the Local Permit Officer has explained to me the particu-
lar hazard problems associated with this lot.This explanation was accompanied by recommendations concerning stabiliza-
tion and floodproofing techniques. j
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.
This the "n ,1 day of .15
E-CLAD
Landowner person authorized to act as his/h agent r purpose of filing a CAMA permit application
r
This application includes:general information (this form), a site drawing as described on the hack of this application, the
ownership statement, the Ocean Hazard AEC Notice where necessary;a check for$100.00 made payable to the loca ity and
any information as may he provided orally by the applicant. The details of the application as described by these sources are
incorporated without reference in any permit which may be issued. Deviation from these details will constitute a v1o4'tion of
any permit.Anv person developing in an AEC without permit is subject to civil, criminal and administrative action. j
RECEIVED
• DCM WILMINGTON,NC
PPR A 4 2111i

s.
OCEAN HAZARD AEC NOTICE
Project is in an: Ocean rodible Area High Hazard Flood Area Inlet Hazard Area
Property Owner: )) U tNnIA l t L?Zi'k J
Property Address: l F c Q
Date Lot Was Platted:
This notice is intended to make you,the applicant, aware of the SPECIAL NOTE: This hazard notice is required for
special risks and conditions associated with development in this development in areas subject to sudden and massive storms and
area, which is subject to natural hazards such as storms, erosion erosion. Permits issued for development in this area expire on
and currents. The rules of the Coastal Resources Commission December 31 of the third year following the year in which the
require that you receive an AEC Hazard Notice and permit was issued. Shortly before work begins on the project
acknowledge that notice in writing before a permit for site,the Local Permit Officer must be contacted to determine the
development can be issued. vegetation line and setback distance at your site. if the property
has seen little change since the time of permit issuance,and the
The Commission's rules on building standards, oceanfront proposed development can still meet the setback requirement,
setbacks and dune alterations are designed to minimize, but not the LPO will inform you that you may begin work. Substantial
eliminate, property loss from hazards. By granting permits, the progress on the project must be made within 60 days of this
Coastal Resources Commission does not guarantee the safety of setback determination,or the setback must be re-measured.Also,
the development and assumes no liability for future damage to the occurrence of a major shoreline change as the result of a
the development. Permits issued in the Ocean Hazard Area of storm within the 60-day period will necessitate re-measurement
Environmental Concern include the condition that structures be of the setback. It is important that you check with the LPO
relocated or dismantled if they become imminently threatened before the permit expires for official approval to continue the
by changes in shoreline configuration. The structure(s)must be work after the permit has expired. Generally, if foundation
relocated or dismantled within two (2) years of becoming pilings have been placed and substantial progress is continuing,
imminently threatened, and in any case upon its collapse or permit renewal can be authorized. It is unlawful to continue
subsidence. work after permit expiration.
The best available information,as accepted by the Coastal For more information,contact:
Resources Commission, indicates that the annual long-term
average ocean erosion rate for the area where your property is CiLf
" (
located is feet per year.
Local ermit Officer
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years. Zr C
C�.Vltia,.� �u
Studies also indicate that the shoreline could move as much as Address
feet landward in a major storm.
LC
(4(.....5
The flood waters in a major storm are predicted to be about ). id(
&8K)5
feet deep in this area. Locality -614-4-ACih11(
Preferred oceanfront protection measures are beach nourishment U 10j
1 Qi - �) I
and relocation of threatened structures. Hard erosion control _Istructures such as bulkheads,seawalls,revetments,groins,jetties Pho a Numb
and breakwaters are prohibited. Temporary sand bags may be
authorized under certain conditions.
The applicant must acknowledge this information and
requirements by signing this notice in the space below. Without
the proper signature,the application will not be complete.
Property Owner Signature Date
RECEIVED
DCM WILMINGTON, NC
Fl sgd61a1®d0

' a
BEFORE YOU BUILD
Setting Back for Safety: A Guide to Wise Development Along the Oceanfront
When you build along the oceanfront,you take a calculated risk. The Reasons
Natural forces of water and wind collide with tons of force,even The beachfront is an ever-changing landform. The beach and
on calm days. the dunes are natural"shock absorbers,"taking the beating of the
wind and waves and protecting the inland areas. By
Man-made structures cannot be guaranteed to survive the force incorporating building setbacks into the regulations, you have a
of a hurricane. Long-term erosion (or barrier island migration) good chance of enjoying the full life of the structure. At first,it
may take from two to ten feet of the beach each year, and, seems very inviting to build your dream house as close to the
sooner or later,will threaten oceanfront structures. These are the beach as possible,but in five years you could find the dream has
facts of life for oceanfront property owners. become a nightmare as high tides and storm tides threaten your
investment.
The Coastal Resources Commission(CRC)has adopted rules for
building along the oceanfront.The rules are intended to avoid an The Exception
unreasonable risk to life and property, and to limit public and The Coastal Resources Commission recognized that these rules,
private losses from storm and long-term erosion. These rules initially passed in June 1979, might prove a hardship for some
lessen but do not eliminate the element of risk in oceanfront property owners. Therefore, they established an exception for
development. lots that cannot meet the setback requirement. The exception
allows buildings in front of the current setback, if the following
As you consider building along the oceanfront, the CRC wants conditions apply:
you to understand the rules and the risks. With this knowledge,
you can make a more informed decision about where and how to 1) the lot must have been platted as of June 1, 1979, and
build in the coastal area. is not capable of being enlarged by combining with
adjoining land under the same ownership;
The Rules 2) development must be constructed as far back on the
When you build along the oceanfront,coastal management rules property as possible and in no case less than 60 feet
require that the structure be sited to fit safely into the beach landward of the vegetation line;
environment. 3) no development can take place on the frontal dune;
4) special construction standards on piling depth and
Structures along the oceanfront, less than 5,000 square feet in square footage must be met;and
size, must be behind the frontal dune, landward of the crest of 5) all other CAMA, state and local regulations must be
the primary dune, and set back from the first line of stable met.
natural vegetation a distance equal to 30 times the annual
erosion rate (a minimum of 60 feet). The setback calculation The exceation is not available in the Inlet Hazard Area.
increases as the size of the structure increases [15A NCAC
7H.0306(aX2)]. For example: A structure between 5,000 and To determine eligibility for the exception the Local Permit
10,000 square feet would require a setback from the first line of Officer will make these measurements and observations:
stable, natural vegetation to a distance equal to 60 times the
annual erosion rate (a minimum of 120 feet). The graduated required setback from vegetation line
setback continues to increase through structure sizes greater than
100,000 square feet. exception setback(maximum feasible)
rear property line setback
max.allowable square footage on lowest floor
PRE-PERMIT STRUCTURE.INADEQUATE SETBACK
PERMITTED PRE STORM REACH PROFILE
STRUCTURE,
ADEQUATE -- POST-STORM BEACH PROFILE
SETBACK
v ONE YEAR AFTER STORM/BEACH REBUILDING
1i
After the storm. the house on the dune will be gone. The other house has a much better chance of surFE JEIVED
DCM WILMINGTON, NC

r, Y
4 yy
11 f 1111 11 3 1111/1111111 1 11111111I '1I BOOK:4529 PAGE:31 0�/0/20 00
Sharon Lear Willoughby.Pender County Register of Deeds
Sharon Lear Willoughby.Render County Register of Deeds •
, i ,
01/30/20151422:10.000 NC REVENUE STAMP:Sp54A0
•
•
NORTH CAROLINA GENERAL WARRANTY DEED .
Excise Tax: $164.00 on the day o#— 20_
4245-54-9890-0000 verified by ------County
Parcel Identifier No.By:
• Dan Rizzo,Attomey,14131 Highway 50,Surf City,NC 28443
_ N1ai]/Box to: 50 Surf -NC 28443 •
•
This instrument was prepared by:Dan Rizzo Attorne 141311E.
Brief description for the Index: LOT 5,BIX2 R, SEC 5, Old Settler's Beach
• December 2014 by and between
THIS DEED made this Sth day of GRAN
GRANTORWeilmau s Construction,Inc.
' Post OfficeBox 8
1 Mary M.Elmore(formerly Mary M.Ymgling), Holly iBox 28445
and husband,MichaelB.Elmore
1239 East Eva Street
Phoenix,AZ 85020
riate block for each Grantor and Grantee: name,mailing address,and,if appropriate,character of entity,e.g.
Enter in appro P
corporation or partnersiup. and assigns,and shall include
The designation Grantor and G �'
•
rantee as used herein shall include said parties,their heirs,successors,
I singular,plural,masculine,feminine or neuter as required by context_ the receipt o is hereby acknowledged,has and
1 Wt + SS I,that the Grantor,for a valuable consideration p aid by the Gran tee, re eipi ofi whichi lot h rebyaoflandsituatedin and
by these presents does grant,bargain,sell and convey unto the GranteTo fee simple,all Peader County,North Carolina
City of
Surf City Topsail
and more particularly described as follows: _•
North
all of Lot 5,Block 2 R Beath;Section 5,Old Settler's Bra as shown on M Reap Book 10,at Page 56,Pender County Registry,
Being ,
Carolina-• '
281
The property hereinabove described was acquired by Grantor by instrument recorded in Book, —Page--
• includes or X does not include the primary residence of a Grantor.
' All or a portion of the property hcrptn conveyed_ 56
Amap showing the above descabCd property is recorded in Plat Book 10—P
ageSUBMITTED ELECTRONICALLY BY DAN RIZZO,ATTORNEY IN COMPLLtiNCE WITH NC STATUTES GS 47-14(.A1)(5) .
GOVERNING RECORDABLE DOCUMENTS ANDTI3ETERMS OF THESUSMITTHR AGREEMENT WITIIYENDLR
COUNTY REGISTER OF DEWS.. RECEIVED
ON,N(

FLocality 1`JU`1 air 4 V CIi3� Permit Number
Ocean Hazard Estuarine horeline ORW Shoreline Public Trust Shoreline Other
(For official use only)
GENERAL INFORMATION
LAND
Name01:%1111ACilMi
Address D.
City State 1 V1 ZipA5 hone 1C)34/35(p
Email • x 1&\S 1 V Oln u IU e 1 c vl /, C(7)1
AUTHORIZED AGENT
Name
Address
City State Zip Phone
Email
LOCATION OF PROJECT:giddrisss, street n and/or dir ctions o site f not oceanfront, what is the name of the
adjacent waterbody.) 'OD of e�
�J
DESCRIPTION OF PROJECT: (List all proposed construction and land disturbance.) SF
SIZE OF LOT/PARCEL: 5357th square feet acres
PROPOSED USE: Residential Single-family Et.'ulti-family D ) Commercial/Industrial El Other
COMPLETE EITHER(1)OR(2)BELOW(Contact your Local Permit Officer if you are not sure which AEC applies
to your property):
aR "4,4,
(1) OCEAN HAZARD AECs: TOTAL FLOOR AREA OF PROPOSED STRUCTU tiva, square feet(includes
air conditioned living space,parking elevated above ground level,non-conditioned space ele above ground level but
excluding non-load-bearing attic space)
(2) COASTAL SHORELINE AECs: SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT
UPON SURFACES: square feet(includes the area of the roof/drip line of all buildings, driveways, covered decks,
concrete or masonry patios, etc. that are within the applicable AEC.Attach your calculations with the project drawing.)
STATE STORMWATER MANAGEMENT PERMIT: Is the project located in an area subject to a State Stormwater
Management Permit issued by the NC Division of Water Quality?
YES —I Nd
If yes, list the total built upon area/impervious surface allowed for your lot or parcel: DCM WN, NC
FEB 0 9 2015

OCEAN HAZARD AEC NOTICE
Project is in an: Ocean Erodible Area High Hazard Flood Area Inlet Hazard Area
Property Owner: ),-PIZY V/n(1. ,
Property Address: I)DCil
Date Lot Was Platted:
This notice is intended to make you,the applicant, aware of the SPECIAL NOTE: This hazard notice is required for
special risks and conditions associated with development in this development in areas subject to sudden and massive storms and
area,which is subject to natural hazards such as storms, erosion erosion. Permits issued for development in this area expire on
and currents. The rules of the Coastal Resources Commission December 31 of the third year following the year in which the
require that you receive an AEC Hazard Notice and permit was issued. Shortly before work begins on the project
acknowledge that notice in writing before a permit for site,the Local Permit Officer must be contacted to determine the
development can be issued. vegetation line and setback distance at your site. If the property
has seen little change since the time of permit issuance,and the
The Commission's rules on building standards, oceanfront proposed development can still meet the setback requirement,
setbacks and dune alterations are designed to minimize, but not the LPO will inform you that you may begin work. Substantial
eliminate, property loss from hazards. By granting permits, the progress on the project must be made within 60 days of this
Coastal Resources Commission does not guarantee the safety of setback determination,or the setback must be re-measured.Also,
the development and assumes no liability for future damage to the occurrence of a major shoreline change as the result of a
the development. Permits issued in the Ocean Hazard Area of storm within the 60-day period will necessitate re-measurement
Environmental Concern include the condition that structures be of the setback. It is important that you check with the LPO
relocated or dismantled if they become imminently threatened before the permit expires for official approval to continue the
by changes in shoreline configuration. The structure(s) must be work after the permit has expired. Generally, if foundation
relocated or dismantled within two (2) years of becoming pilings have been placed and substantial progress is continuing,
imminently threatened, and in any case upon its collapse or permit renewal can be authorized. It is unlawful to continue
subsidence. work after permit expiration.
The best available information,as accepted by the Coastal For more information,contact:
Resources Commission, indicates that the annual long-term
average oceali erosion rate for the area where your property is Q I 0
located is feet per year.
Local rerrnit Officer
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years. (..lei�U�•I�'I tG�' r✓t00—
jts�,udies also indicate that the shoreline could move as much as Address
7o feet landward in a major storm.
The flopd waters in a major storm are predicted to be about `,t/ , .Ca` 11 C 05
i 1 )3 feet deep in this area. Locality
Preferred oceanfront protection measures are beach nourishment 1 — et — 1 2_2. 1
and relocation of threatened structures. Hard erosion control ll
structures such as bulkheads,seawalls,revetments,groins,jetties Phone Number
and breakwaters are prohibited. Temporary sand bags may be
authorized under certain conditions.
The applicant must acknowledge this information and
-: {,.
requirements by signing this notice in the space below.Without
the proper signature,the application will not be complete.
FEB 1 1 2014
Property Owner Signature Date x, VS rl1,MlNGT
Revised May 2010

p 0SH ©Q� IT IS THE SOLE RESPONSIBILITY OF THE COIN
WELLMAN'S CONSTRUCTION PLANS FOUND HEREIN PRIOR TO CONSTRUC
BROUGHT TO THE DESIGNERS Al I'ENTION
SNEADS FERRY,NC 28460 REVISIONS CAN BE MADE.
SHEET INDEX:
TITLE SHEET
PG.1-FLFVATIONS
PG.2-FLOOR PLAN
WELLMAN'S TWO STORY
STRUCTURAL NOTES FOUNDATIONON000 SHALL 1590 SQ. FT.
GENERAL 1.MN L NOTES:
BEAR f W UNDISTURBED(W 0¢WITH A
I.IF T WERN CONFLICTS OR DISCREPANCIES ARE DLSC'OYERED M.P.'IIP.l ALLOWABLE BEARING CAPACITY OF 2000 PSF-
R IIDU.N THESE DRAWINGS AND THE NORTH CAROLINA 2.IF TABLE ON STRUCTURALA FILL
ON FILL SOILS,PILL MUST BE
CORED TTIAL CODE,2609 EDina,INEREJN REFERRED TO AS SUITABLE OO.D FILL!OF SON
COMPACTION
MIN.OF HE
CODE),THEN CONTACT THE ALLDE0.R)R CLARIFIC.ATHNr. STANDARD PROCTOR.DECEITS,OF SOIL COMPACTION TO BE
2.THISCONTRACTOR SHALL VERIFY DIMENSIONS. VERIFIED BY AN ENGINEER.
3.ZON STRU11 HAZARD SFULLI.NQI'BE LOCATEDHAZARD DI ANYZ FLOOD
L BACRF¢L AT FOUNDATION SHALL BE GRADED SO THAT -
ZONE,HIGH AREA O N CONSTRUC
WATER MOWS AWAY FROM FOUNDATION MAINTAIN A MIN,M --
i.METHODS.PROCEDURES ANDCONTRACTOR.SEQUENCES
OF CONSTRL'G'FION CLEAR BETWEEN THEEXTF•RIOR GRADE ELEVATION AND DIE `--
ARE TNT:RESPONSIBILITY DP CONTRACTOR.CONTRACTOR CONCRETEOYEST WOW MEMBER W IlI STRUCTURE.
SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN.AD H. EO0.PATIOS SEPARATEOR OTHER POLE ROOM THE MAINOEMGS
ENSURE TIE.INTEGRITY OF THE STRUCTURE MIRING ALL SOUL.BE POURED W A POUR FROM THE S
STAGES OF CONSTRUCTION. STRU('TIItt:. V
S.CONTRACTOR SHALL OBTAIN ALL EXISTENCE AND
1A MINMUMOF MCLEAN SAND OVERLAID BY 6 M¢POLY
6.OF ANT EXISTING
SHALL VERIFY THE E%ISTF IN IN WORIL ION VAPOR BARRIER SHALL BE PRICED BENEATH CONCRETE
OF ANY EXISTING UTILITIES PRIOR TO BEGINNING WORK. BOTTOMS
SLABS-ON-GRADE.
i.NORTH CAROLINA)RSIDSHALL IAiVOCOJ200,ED WITH NT) b.P RCOOE) FOOTINGS TO BE BELOW FInA1CINE.(MW.12^
IRALI,CARO.INARESIDENTIAL CODE.AP ER RCN,AND PER CODE)
RULES/EFT THE REQUIREMENTS OF CHAPTER NA MGR WIND
I.REBARW FOOTINGS SHALL BE CONTINUOS OR LAPPED 25"qt
ZONES W ADDITION MANY LOCAL CODES AND ALL SPLICES.
REGULATIONS.REFER TO CODE FOR DETAILS ANDAOR
RLL MENES NOT SHOWN ON THESE DRAWINGS. CONCRETE NOTES:
X.ALL WINDOWS AND DOORS SHALL MEET OR EXCEED THE L ALL CONCRETE SHALL HAVE A MDR/UM COMPRESSIVE
DESIGNPRESSURE REQUIREMENTS SPECEIED IN CODE STRENGTH OF 2INN PSI AT'25 DAYS.
9.CONTRACTOR TOVERBY-TEAT WINDOWS MEET EMERGENCY 2.CONTRACTOR TO PROVIDE WEATHER PROTECTION AFTER
ESCAPE AND}LE OPENING RFQUIRFAIFTS IN EACH EACH POUR IF REQUIRED.
SLEEPING ROChH AND AND LIGX R
TNENTILATION EQLTAEMEIYTS i.ALL REINFORCING STEEL BARS SHALL BE GRADE 60 AND BE :ME
MOR IN EACH HABITABLE ROOM. FREE OF DEBRIS.MAINTAIN A ABS.OF I"CLEAR COVER WHEN
CONCRETE IS EXPOSED TO WEATHER OR SOIL.CI.E:AR COVER ,,.
FRAMING NOTES: MAY BE REDUCED TOP FOR GALVANIZED STEEL ANCHOR
DS
I.U N.O.ALL WOOD MEMBERS(OTHER THAN LYE'S)SHALL BE II APPLICABLE,
—
SPRUCE-RPIEF'UR RI OR BETTER.IF ANY WOOD MEMBER IS 4.P APP WELDED WIRE FABRIC(W.W.F.)SHALL BE 6X6
EXPOSED TO THE ELEMENTS,THEN IT SHALL BE TREATED.
•OOO MOR EQUIVALENTOESIGNATTOV. r -�'^ """�"
I.ALL TREATED WOOD MEMBERS SHALL BE TREATEDW S.CONCRETE Si Ap-0YORAWCONTROL IOIZEC SHALL BE
ACCORDANCE WITH CODE. CONSTRUCTED IN SUCH A WAY TO AR INTERVALS
BUT
T.ALL WORK IS TO BE W satin'ACCORDANCE WITH E NORTH N NO CASE SHALT.HINTS BE SPACED AT GREATER
INTS
CAROLINA RESIDENTIAL CODE.2009 EDITION.(CODE) TRAM 10 W ANY S ADJOIN E ISTINGCONST CONCRETEUCT POURS
.S OR
INCLUDING WOOOORNECTTONS AND DETAILS NOT SHOWN. OTHER WHERE NEW POURS ADJOIN Pl'ISiWG POVP50R -., ..- .. ..
-
A.ALL HARDWA-DIFASTFl ALA EXPOSED TO THE WEATHER WALLS,PLOD COMPONENTSSIIALLH AS DRR'EW'AYS,PATIOS.
SHALL BE HOT-DIPPED GALVANIZED.INSTALL CONNECTORS WALLS, SAW JOINTS SHALL HATE DEPTH Of THE
INACCORDANCE YNE MANUFACTIIRFR5 THICKNESS OF THE SLAB. -- --_- ---
RECOMMENDATIONS. GARAGE FLOOR SHALE SLOPE TOWARDS GARAGE DOOR OWNING —'
,5.ALL MENDERS SHALL
'E FASTENED WRCODE. IN.ACYORDANCE WITH CODE.GARAGE FLOOR MAY BE LIMPED ---'-
6.DO NOT LSE DEFECTIVE LENSES, AT DOOR ENTERING HABITABLE AREA TNORDER TO MEET
i.ALL BEAMS HY OTHERS SHOWN ON THIS PLAN ARE TO BE THRESHOLD REQUI TTS BELOW FIUSTLNE MIN IE"PEW
DESIGNED BY THE TRUSS MANUFACTURER OR CODE) _ '--
PROFESSKINAL ENGINEER LICENSED IN THE STATED?NORTH ---.
CAROLINA,(OR THE STATE IN WHICH THE PLAN IS BORIC --
CONSTRUCTED)
X.PROVIDE WALL BRACING AND BLOCKING FOR HIGH WIND F-
ZONES TN ACCORDANCE WITH CODE 1
C.ALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS.
USE TREATED COX PLYWOOD FOR AREAS WITH POSSIBLE
EXPOSURE ID INCREASED MOISTURE SUCH AS DECK AREAS.
PORCH AREASD AREAS ADJACENT TO GLADE. -- .._ - - _-__ _ ___AN -. „,...
10.ALL POINT LOADS PROM BEAM,GIRDERS.COLUMNS,ETC.
ARE TO BE BLOCKED FROM THE PUNT LOAD ENR01JOI THE
FLOOR CAVITIES AND THROUGH WALL CAVITIES BELOW TO
THE FOUNDATION A CONTINUOUS LOAD PATH USING JACTC
STLAS,BLOCKING.ETC.MUST BE BUILT INTO THE STRUCTURE
11.EVERY TRUSS/RAFTER SHALL BE CONNECTED TO THE
DOUBLE TOP PLATE(OR BARD)WITH THE SPECIFIED
HURRICANE TIE.STRUCTURAL SHEATHING SHALL RUN
CONTINUOUSLY OVER THE DOUBLE TOP PLATE(OR BARN ALL.
THE WAY DOWN TO THE FOUNDATION AS SHOWN.SO THAT
THERE IS CONTINUOUS LOAD PATH FROM THE ROOF TO THE
FOUNDATION CAPABLE O RESISTING UPLIFT FORCES.
I_.U.N O.,ALL HEADERS SHALL BE CONSTRUCTED I
ACCORDANCE WITH CODE.
Il.CONSTRUCTANSTALL ALL EVES IN STRICT ACCORDANCE
WITH THE MANUFACTURERS RECOMMENDATIONS.SPECIAL
A l IIETRXI IS DIRECTED TO THE MANUFACTURERS
REQUIREMENTS FOR FASTENING TOOETHER MULTIPLE
MEMBERS.MILKS,ANEMIA CUTTING OF MEMBERS.
CONNECTION REQUIREMENTS AND MINIMUM BEARING
REQUIREMENTS,
IAFAABR 'TEVD,ANNDDERECno N'ACCO BE
CE(WITH TREND ED, STREET FRONT RI FVATION
PLATE LNST TIUTE IT.PI I STANDARDS.TRUSS MANUFACTURER /1
SHALL PPAV'IDE SHOP DRAWINGS THA E CLEARLY INDICATE i`/`
BRACING SIZES AND LOCATIONS.SHOULD TRESS
MANUFACTURER HAVE ANY QUESTIONS REGARDING LOAD
T POINTS,REACTIONS,ETC.,THEN TRUSS DESIGNER SHALL
CONTACT A PROFESSIONAL ENGINEER REGISTERED W NORTH
CAROLNA FOR CTARIFICATRW.
IS.TRUSSES Rlm 1 BF DESIGNED TO HEAR ON EXTERIOR WALLS
• ONLY LNLESS BEARING WALL IS SUPPORTED BY A RBCCEIED
LUG FOOTING.THERE SHALL BE NO SIGNIFICANT LOADING
POINTS ON INTERIOR NON-LOAD BEARING WALLS

6
® ® _ ® I
OPEN DECK OPEN DECK
24'-0"x 6'-0" 24'4"z 6'4'
i 24'.0" 24-0"
i 10,10"— 2v",' 10-10. 11-6" 24" 10-2"
i 5-6" 5'4'—Y'2.-4"/ sit" S-6" s-r 2'.11±' z_-1.}" 2-4• 3'-10^ 6'-4"-
1W'
0 4 0 � < a 5 f
FOYER
imi
� r: BATH g'<8'-f•
BEDROOM I
C' SFDR00,\i yze '-ti'S'.fBEDROOMb la<"x 10'-0• X`, 1a-4'xfa-0" _ t� fr-0^sia-0° ,
CD. ,.04 U ',° KITH N /(f� ____
Li
b,`p i i'-0"x tr-r y ELE‘x::fiu
4.4
S. ---5 1 1°J.°)
--,, t, iz4"
iv i
OPTIMAL
Cl1 " _ VAULT
C I
BAY
BEDROOM LVING ROOM YAVLT
. 7
�('� 16'-2.1I-fl" } I\ _-'C 234"x 154" C
'C) M. 6
d-0BA.I-r
�`.Y-G"•—kI'-9'i—a'-P�" !,'.64^ 3'.0-A',Y.-G"I `\`< i\\11
/ 5.0" 7.0" ,' '.'A" SA"_
A- -'3"-- 16�-9" y / 24'-0'
i 24'-0" /
CON RRPD PORCH
24'-0"z 8'-0"
21 III L5 0 is
FIRST FLOOR PLAN SECOND FLOOR PLAN
SCALE,}"=I'-0" SCALE;r=I'-0•
SQUARE FOOTAGE
CALCULATIONS
FIRST FLOOR:
IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO CONFORM TO • HEATED 816 SQ. FT. I s/
ALL STANDARDS,PROVISIONS,REQUIREMENTS,METHODS OF CONSTRUCTION AND USES • OPEN DECKS 336 SQ. Fr. NOTICE
OF MATERIALS PROVIDED IN BUILDINGS AND/OR STRUCTURES AS REQUIRED BY N.C. • COVERED PORCHES...0 SQ. FT.
UNIFORM BUILDING CODE,LOCAL AGENCIPS AND IN ACCORDANCE WITH GOOD THIS DRAWING APPLIES ONLY WCISDfAN,IWC
ENGLNEERING PRACTICES.VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. SECOND FLOOR: TOYTHESIT PPEE I IEDHHEREIN,A 159°SD.p
" NEITHER CONNER DRAFTING&DESIGN NOR ANY OF ITS SUB-CONTRACTORS IS • HEATED 774 SQ. FT. NO PART IS TI)BE COPIED,
RESPONSIBLE FOR ANY PROBLEMS DUE TO TO HUMAN ERROR AND/OR OMISSIONS ON • OPEN DECKS 144 SQ. FT. MODIFIED,REDRAWN OR USED
THESE DOCUMENTS.IT IS THE OWNER AND/OR CONTRACTORS RESPONSIBILITY TO • COVERED PORCHES...192 SQ. FT. OTHER THAN INDICATED HEREIN. WELLMIAN'S CONS
CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS PRIOR TO CONSTRUCTION. ANY DIRECVIOLAT
OP WILL BRA SNGADS FERRY,
IF ANY PROBLEMS ARE FOUND IN THE REVIEW PLEASE NOTIFY CONNER DRAFTING AND TOTAL HEATED 1,590 SQ. FT. DIRF,CT COPYRIGHT
IISID RED T AND[A *ATESO
\ DESIGN PRIOR TO BEGINNING CONSTRUCTION SO ANY REVISIONS CAN BE MADE. O 2012 CDD `CONSIDERED ILLEGAL USAGE. A
Luau

IMPERVIOUS CALCULATIONS SITE
PROPOSED HOUSE AREA 864.0 SO. Ff. 0' 30' 60' 90' Q
PROPOSED HOUSE OVERHANG AREA 116.0 SO. FT. NC 210
EXISTING DRIVE WAY AREA 0 SQ. FT. /
FRONT COVERED DECK AREA 192.0 SO. FT. MI ME MI IMMIMMI LU-1 J Q
4' X 5' COVERED PORCH 2O.0 SQ. FT. > = Li I
TOTAL AREA IN TRACT 5357.8 S0. FT. Q z
TOTAL IMPERVIOUS AFTER COMPLETION 1192.0 SQ. FT.
x OF IMPERVIOUS COVERAGE 22.2% (0.222) .\' COSETBACK INFORMATION G���O`�o z EASY ST z o 0
ZONED:FRONTSE-5 - SURF CITY [��p0 N SHORE DR a
SIDE SETBACK: 7.5' L
SIDE STREET SETBACK: NA ATLANTIC OCEAN a
REAR SETBACK: 20'
FLOOD INFORMATION VICINITY MAP NO SCALE
FLOOD ZONE: VE
BASE FLOOD ELEVATION: 13'
FREEBOARD: +1'
LOWEST HORIZONTAL MEMBER: 14.0' LINE BEARING DISTANCE
NAVD 88 DATUM EOP L1 N 36'23'34" W 28.32'
® MANHOLE
NC 210
50.02' 100' R/w
PP N 55'17'10" E 1 FIS S 55'17'1O" W FIS
R/W SIS 41;\R/W -�- .�
5357.8 SQ. FT. 99.84
0.12 ACRES 70)
LOT 5 20' MBL
BLOCK 2R r ADJOINERS LANDSCAPE TIMBERS
MB 10 PG 56 I ENCROACH 0.5' AT R/W
DB 1653 PG 281 ---0 12.9' 24' 1 2'
' io DECK Ili
24'
LOT 4 1.1 r j' STORY HOUSECD BLOCK 2R _ in . LOT 6
MB 10 PG 56 N: m (PEYTON) J co N BLOCK 2R
o � - " sr g o MB 10 PG 56
rev
N. In •, N)
ADJOINERS 6' z, " i cn
FENCE ENCROACHES 24' •
0.1 13.0'_ PORCH D'- 11.04:
• SET NAIL IN PP AT
15' MBL NoW _d J 14.00' MSL NAVD 88
FIS SIS a.0 0
0- N 53'32'18" E -A 0�n .., R/W
49.93' 50.00' FIP
S 53'32'18' W II
ml ADJOINERS LANDSCAPE TIMBERS
I I J ENCROACH 2.4' AT R/W
—EOP j I
_ N 53'04'42" E I 4.____S 53'05'05" W
'\'
321 .49' _ l SMN 238.32'
O~J�~36 9 ,
SMN N 42 19 46 E
FMN AT C/L FMN AT C/L
INTERSECTION OF EASY STREET INTERSECTION OF
PENDER AVENUE AND 50' R/W NEPTUNE AVENUE AND
EASY STREET EASY STREET
1509 EASY STREET
PHYSICAL SURVEY
**FLOOD CERTIFICATION** I

'MA Daily Check Log for WIRO '
Check Check
ed Check From(Name) Name of Permit Holder Vendor Number amount Permit Number/Comments Refund/Reallocated
!015 Inlet View Bar&Grill The Point,LLC BB&T _2630 $100.00 renewal fee,MP 185-08
!015 Antinori Construction,Inc. Rocloff B of A 3439 $200.00 boatlift,543 Chadwick
!015 Certified check,from Francisco Zarate Sunset Beach Holdings II,LLC BB&T/First Colonial Branch 5006872655 $100.00 transfer fee,MP 42-05
!015 F and S Marine Contractors Inc. Brady Semmel PNC Bank 4269 $250.00 major fee,Airlie Rd,NHCo
!015 Carolina Marine Construction,Inc. Dolphin Bay HOA First Bank 9458 $300.00 renewal fee,MP 117-97 @$100
Inlet Point Harbor HOA mod fee,MP 160-05 @$100
•
Tangle Oaks Yacht Club Inc. renewal fee,MP 24-07 @$100
!015 Western Union Money Order,Brandon Grimes Randy Brown Wells Fargo Bank 17-135019699 $400.00 1 of 2 for GP 38546D
?015 Western Union Money Order,Brandon Grimes Randy Brown Wells Fargo Bank 17-135019697 $200.00 2 of 2 for GP 38546D @$600
?015 Coastal Earth Works Inc. Avery Bates First Bank 4191 $400.00 GP 65089D
?015 Clements Marine Construction Chris Barclay First Citizens Bank - 3700 $250.00 major fee,NHCo
?015 Charles Riggs&Associates Inc Taylor First Citizens Bank - 13772 $100.00 minor fee,NTB 15-01,Ons
?015 Charles Riggs&Associates Inc Badaw First Citizens Bank 13831 $100.00 minor fee,NTB 15-02,Ons
?015 Charles Riggs&Associates Inc Fitzpatrick First Citizens Bank 13832 $100.00 minor fee,NTB 15-03,Ons
2015 Charles Riggs&Associates Inc Mghari First Citizens Bank 13833 $100.00 minor fee,NTB 15-04,Ons
?015 Allied Marine Contractors,LLC Larkins&Klausmeier B of A 7143 $350.00 1 of 2$250 major fee,104 Blue Heron,PN
Caison 2 of 2 mod fee,MP 18-09 @$100
2015 Carolina Marine Dredging Inc Old Chimney HOA First Bank 1084 $250.00 major mod,42-97,NHCo
?015 By Design Coastal Homes Aligator Bay Enterprises BB&T 1075 $100.00 minor fee,NTB 15-01
?015 Bald Head Island Ltd. same First Citizens Bank 1500 $100.00 renewal fee,172-87
2015 Maritime Place HOA Marina Assoc •same First Bank 123 $100.00 renewal fee,143-11
?015 Charles B.Gordon,Jr. Brad Gordon Four Oaks Bank 1043 $400.00 GP 65090D
?015 Allied Marine Contractors,LLC Hobby Greene B of A _ 7111 $400.00 GP 65075D
2015 Steven T.Farmer TRACOM Services Max Kern BB&T 4596 $200.00 GP 65052D
2015 Coastal Marine Piers Bulkheads LLC Squire Wells Fargo Bank 19938 $200.00 GP 65067
2015 Antinori Construction,Inc. Marsh Haven Community Docking Facility :B of A 3469 $2,000.00 Express MP,OnCo
2015 Town of North Topsail Beach same IFirst Citizens Bank 39184 $100.00 mod fee,MP 191-05
2015 Grice Construction of Brunswick Co.INC Cox BB&T 10114 $200.00 GP 65053D
2015 Coastal Marine Piers Bulkheads LLC Carolina Yacht Club Wells Fargo Bank 20000 $100.00 mod fee?,MP 69-09
2015 Pluris,LLC same 1Baanch Banking&Trust Co. 2963 $400.00 major fee,OnsCo
2015 Allied Marine Contractors,LLC Mark and Bonnie
-_. nie-Lysaght i Bof A 7117 $200.00 GP 65054D
2015 Allied Marine Contractors,LLC Paradise
TB of A 7097 $600.00 GP 65077D
Allied Marine Contractors,LLC Bleu Water ;B of A 7154 $400.00 GP 65078D
2015 A'N'A Buildiers,Inc 660 Spot Lane •TD Bank 7072 $100.00 minor fee,Surf City,PN
2015 Dawn Edwards Griffis same BB&T 229 $100.00 minor fee,SC 15701 OnsCo
2015 Coastal Dredging,LLC Clinton&Corinne Parks BB&T 3752 $200.00 GP 65031D
2015 Coastal Marine Piers Bulkheads LLC Bill Scott Wells Fargo Bank 19997 $200.00 GP 65092D
2015 Clements Marine Construction Hamilton Wells,Charles Hocking First Citizens Bank 3697 $200.00 GP 65088D
2015 Cape Fear Riverboats,Inc. Riverside Partners First Citizens Bank 48727 $400.00 major fee,Water St.,NHCo
2015 Boatzright Inc. Kevin Thomas First Citizens Bank 1826 $250.00 major fee,NHCo.
2015 Overbeck Marine Construction Inc. David Starbuck SunTrust 4394 $400.00 GP 65095D @$200 1 of 2
Sean Crane GP 65094D @$200 2 of 2
2015 John Anagnost and Kathleen_Jew ell Same Wells Fargo Bank 3794 _ $100.00 renewal fee, 128-11
2015 Ingram Bros.,Inc. Page First Bank 3980 $50.00 NTBEX 15-04 _
2015 James and Jennifer Lupi same SunTrust 4095I $100.00 minor fee,Su City,PN
2015 Wellman's Construction,Inc. same IBB&T 1213�- $50.00 NTB -06