SC_14-15_ Colner (2)

Issued by WiRO SC14-15
Surf City Permit Number
CAMA
MINOR DEVELOPMENT4111111
PERMIT
as authorized by the State of North Carolina,Department of Environment,
and Natural Resources 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 Gregory and Laurin Coiner authorizing development in the Estuarine Shoreline Area of Environmental
Concern (AEC) along Walter R. Atkinson Road (Lot 14), in Surf City, Pender County as requested in the permittee's
application package, dated October 4, 2014, and received by DCM on October 7, 2014. This permit, issued on October
29, 2014, is subject to compliance with the application and site drawing (where consistent with the permit), all applicable
regulations and special conditions and notes set forth below. Any violation of these terms may subject 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 gravel driveway.
(1) All proposed development and associated construction must be done in accordance with the permitted work plat
drawings(s)dated received October 7, 2014.
(2) 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.
(3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and
modification of this permit.
(4) A copy of this permit shall be posted or available on site. Contact this office at [phone] 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 /PI `J
compliance. Any maintenance work or project modification not covered under
this permit,require further written permit approval.All work must cease when this Jason Dail
permit expires on:
CA A LOCAL PERMIT OFFICIAL
December31,2017 127 Cardinal Drive Extension
Wilmington, NC 28405-3845
In issuing this permit it is agreed that this project is consistent with the local Land F
Use Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal . ¢�-� ry
Management.

Name: Gregory and Laurin Coiner
Minor Permit#SC14-15
Date: October 29, 2014
Page 2
(5) 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 vegetate and stabilized (planted and
mulched)within 14 days of construction completion.
(6) According to the application package, the amount of impervious surface/coverage shall be limited to 1,242 square
feet within the 75'Area of Environmental Concern (as measured from the mean high water boundary or normal high
water line).
(7) Any proposed for grading within the 30' buffer from the Normal High Water level must be contoured to prevent
additional stormwater runoff to the adjacent marsh. This area shall be immediately vegetatively stabilized, and must
remain in a vegetated state.
(8) Unless specifically allowed in 15A NCAC 07H. 0209(d)(10), and shown on the permitted plan drawing, all
development/construction shall be located a distance of 30 feet landward of Normal High Water.
(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.
SIGNATURE: ��' -�` DATE: 11/3 f
� / Y
PERMITT
RECEIVED
DCM WILMINGTON,NC
NOV 0 5 2014

447A
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E.Skvarla, Ill
Governor Secretary
October 29, 2014
Gregory & Laurin Coiner
111 Augusta Court
Advance, NC 27006
Dear Mr. & Mrs. Cotner:
Attached is CAMA Minor Development Permit# SC 14-15 for work to be done at Lot 14, Walter R.
Atkinson Rd., Surf City, Pender County.
In order to validate this permit, please sign both copies of the permit as indicated for our records.
Please retain the orange copy for your files and sign both pages of the white copy then return to us within
20 days of receipt, in the enclosed, self-addressed envelope.
This is not valid permit until signed and returned to our office.
Thank you for your prompt attention to this matter.
Sincerely,
Shaun K. Simpson
Permit and Customer Support
NC Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
Enclosures
cc: WiRO files
Division of Coastal Management
127 Cardinal Drive Ext.,Wilmington,NC 28405

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CAMA PERMIT
APPLIED FOR
PROJECT: • _ _ • a _ _ A
single-family dwellingat
of 4 T
h e Peninsula
n i
nsula,at Topsail, Stump
adjacent to Sound, in County d � .:- F1 Ocfnfoc Z8 2074
APPLICANT: FOR MORE DETAILS CONTACT
Thorntonsu3riam THE LOCAL PERMIT OFFICER BELOW:
_�uilderc � In..osf.,,e..t
1040
--.-mod2a44�
Wilmington, N� 2ow/�c
For: Gregory & Laurin Coiner ____ )1 ...:___
Ja•sonDali i
910-796-7221

440 `A <i
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GENERAL INFORMATION
LAND OWNER
Name_ rec arc / rkb >r n Co\lElr--
Address III /( )(C
City Ac`uo.,n c e State k)C Zip }OCl(p Phone
Email
AUTHORIZED AGENT
Name t � tC f--� j J LI f
Address l(>-k
City ,rn p krC'\(y State f V C Zip cs9W-/q Phone q 1 G -ga3 - gG 5g
Email tt\c r/y l h t `.1 Vier- \ C` eirt hVY, `S cXY-1
LOCATION OF PROJECT:(Address,street name and/or directions to site.If not oceanfront,what is the name of the
adjacent waterbody.) Li,,t j u -Pent ri3t 31r, C -t (qDa
DESCRIPTION OF PROJECT:(List all proposed construction and land disturbance.) k 2\M Cc tiUc V3
SIZE OF LOT/PARCEL: (0 x I do square feet r 14 acres
PROPOSED USE: Residential (Single-family[A Multi-family ❑ ) Commercial/Industrial[J Other [3
COMPLETE EITHER(1)OR(2)BELOW(Contact your Local Permit Officer if you are not sure which AEC applies
to your property):
(I) 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)
(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 NO
If yes,list the total built upon area/impervious surface allowed for your lot or parcel: square feet,
. RECEIVED
DCM WILMINGTON,NC

Oct. 4. 2014 9: 09AM No. 2978 P. 1
O'I'HEIt PERMITS MAY BE REQUIl2,lal):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 Conditioning,Insulation and Energy Conservation,PIA
Certification,Sand Dune,Sediment Control,Subdivision Approval,Mobile Home Park Approval,H ghway Connection,and
others,Check with your Local Permit Officer for more information.
STATEMENT OF OWNERSHIP:
I,the undersigned,an applicant for a CAMA minor development permit,being either the owner of prop erty in an AEC or a
person authorized to act as en agent for purposes of applying for a CAMA minor development permit,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)
pdan owner or recprd title,Title is vested in Lnilu 1 Lt1111411�Q � 1ccEa,see Deed Book, LI SR
o j9,1 in the ...).exclei County Regis try of Deeds,
.an owner by virtue of inheritance.Applicant is an heir to the estate of
probate was iu - - County.
if other interest,such as written contract or lease,explain below or use a separate sheet&attach to this application:
NOTIFICATION OF ADJACENT PROPERTY OWNERS!
I furthermore certify that the following persons are owners of properties adjoining this property,I affirm that I have given
ACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for It CAMApermit.
(Name) (Address) •
(liP"i.nlr\5QVA of" ,c , i L- C, --- t.-ot
(2) +;1113Q.1r:t (-AA Lot-1 c) nic Act
(3) --
(4)
ACKNOWLEDGEMENTS:
I,the undersigned,acknowledge that the lend owner is aware that the proposed development is plaanad for an area which
may be susceptible to erosion and/or flooding,I aolmowledge that the Local Permit Officer has expla ned to me the particu-
lar hazard problems associated with this lot,This explanation was accompanied by reconnnetidatfons concerning stabiliza-
tion and floodproofing techniques.
•
I 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 Li ,v�day of t,20 i
Landowner or perso authoded to act as his/her agent for purpose of filing a CAMApermit application
This application includes;general information(this form),a site drawing as described on the back of this application,the
ownership statement, the Ocean Hazard AEC Notice where necessary,a.checkfor$100.00 madepaable to the locality,and
any information as may be 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 violation of
any permit,Any person developing in an AEC without permit is subject to civil, criminal and adminls'rative action.
RECEIVED
DCM WILMINGTON,NC
OCT 072014

Oct. 4. 2014 9:09AM No. 2978
OCEAN HAZARD AEC NOTICE
Project Is In an: Ocean Erodible Area High Hazard Flood Area Inlet Hazard Area
Property Owner: rnrer'�urt ' I rst, . r� �_n1 ref-
Property Address: 14 �ec n5t T --t it I
Date Lot Was Platted:
This notice is intended to make you,the applicant,aware of the SPECIAL NO7E: This hazer( 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 ABC Hazard Notice and permit was Issued. Shortly before work begins on the project
acknowledge that notice In writing beforo a permit for site,the Local Permit Officer must he 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 issuaucc,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 nay begin work,Substantial
eliminate, property loss from hazards. By granting permits,the progress on the project Must be ode within 60 days of this
Coastal Resources Commission does not guarantee the safety of' setback detenn inatioe,or the setbae must be re-measured.Also,
the development and assumes no liability for future damage to the occurrence of a major shoretin- change as the result of n
lice 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 the you check with the LPO
relocated or dismantled if they become imminently threatened before the permit expires for offio-1 approval to continue the
by changes in shoreline configuration,The structures)must be work after the permit has expire,. Generally, if foundation •
relocated or dismantled within two (2) years of becoming pilings have been pieced and subst dial progress is continuing,
imminently threatened, and In any case upon its collapse or permit renewal can he authorized, it 1s unlawful to continue
subsidence. work after permit expiration.
The best available leformatiou,as accepted by the Coastal For morelritortnallon,compel:
Resources Commission, indicates that the annual long-term
average ocean erosion rate for the area where your property Is �. r7lJ ,mil
located Is feet per year,
l.00di Permit Officer
The rate was established by careful analysis of aerial
photographs or the coastline taken over the past 50 years.
NC DENR
Studies also indicate that the shoreline could move as much as Div. of Coastal Managem•nt
feet landward ip a major storm,
. 127 Cardinal Drive Ext.
The flood wafers In a major storm are predicted to be about Wilmington, NC 20405-3:-5
feet deep In this area,
Preferred oceanfront protection measures arc beach nourishment t7/6 - _ � l
end reiocntion of threatened structures, Hard erosion control 7
structures such as bulkheads,seawalls,revetments,groins,jetties Phon:Number
and brenkwaters are prohibited, Temporary sand bags may be
authorized under certain conditions.
The applicant moat acknowledge thls Information and
requirements by signing this notice In use space below. Without
the proper slgnatute,the application will not be complete.
I
Property Owner igrnature Dat
Revised May 2010
RECEIVED
DCM WILMINGTON, NC
OCT 072014

NOTES
4
1.This plot plan Is of an -LEGEND- Y,4, q,
Ce sailing o SIR-1R'Set Iron Rod 4 aj,
11' 2.Subtract b ISaMcttve EIR•Existing Iron Rod ert commits,easements of EIP-Existing iron Pipe s• "bITE r (L'
p/0 • rscad,Toning ordinance,& EPK-Existing Parker Kahn Nail Q p
underground utilities,If any. CP-Calculated Point
RAW-Right-of-Way
�,
��j. 3. No title search by surveyor.
"r
ti MBL-Minimum Budding Line 140
4. References:MB 56,PG 39 CO-CleanOIA ,
DB 4432,PO 171 WM.Water Meter
5. Flood Zone-AE
Community Panel#37018 4234 J MINIM MAP: NTS
8. Zone-R-5-SURF CITY
Setbacks:
Front-15'
Side-7.5'
Rear-20
R/W
WALTER R. ATKINSTON ROAD
25' PRIVATE R/W
6 a: '• CMCRETE SIDEWALK Gt�r�(,E ��� ;PR DSED., M;,
IS'ANDA ACCESsUESNTy Its -' GRAVEL -.'
a IYEWAY'
— —
75•AEC LINE R/W
6
5; m
r so
.o m
• PROPOSED/ so
:o RSIE
0. a1 .e
5. , P
LOT 15 //'n' '"
DB 4262, PG 336 ElR /24.0' /Zj LOT 15
PH 56, PG 39 — 3y Li EX wD EIR DB 4262, PG 336
a3'FRGt PJI PH 56, PG 39
I 30'CANA
<n• P SETBACK Zs- N
V a LOT 14 : N
z 0.14 AC (xiN
EINPLASTIC)
COASTAL WETLANDS IPII 54,PG 39) — — —
_ . °EIP(PLASTIC)
NVI.my 34.PG 39)
in t` R
m A M
t'I
R E.C•F:.: r .�-.. J
CP 3 I c t LOT CALCULATIONS
O C T 0 8 2014 TOTAL LOT AREA: 5,983 SQ.FT
JAMES HOWARD BATTS, 0.14 ACRES
DB 1281, PG 340. STRUCTURE(INCL.ROOF OVERHANG):
1,242 SQ.FT
NORTH CAROLINA GRAVEL DRIVE:0 SQ.FT
PINOIIR COUNTY TOTAL IMPERVIOUS:1,242 SQ.FT
I,WESTON LYALL,PROFESSIONAL LAND SURVEYOR NUMBER IMPERVIOUS COVER: 20.8%
L.4438,CERTIFY THAT THIS PLOT PLAN WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL GPS SURVEY MADE
UNDER MY SUPERVISION FROM (DEED BOOK 4432,PAGE
171)AND THE FOLLOWING INFORMATION WAS USED TO 30 I 0 30 60
PERFORM THE SURVEY: CLASS OF SURVEY;B;POSITIONAL reeve_
ACCURACY:500 RMS;TYPE OF OPS FIELD PROCEDURE:
VRSRTKGPS;DATUM:NAD83"2007",NAVD88;GEIOD MODEL: GRAPHIC SCALE
GEOID 03;COMBINED GRID FACTOR:0.9999790;UNITS,US ------ ___
SURVEY FEET;THIS IS A SURVEY OF AN EXISTING PARCEL OR
PARCELS OF LAND AND DOES NOT CREATE A NEW STREET OR LOT SURVEY FOR
CHANGE AN EXISTING STREET. AL{N�ta......................... GREGORY & LAURIN COINER
��rr�`',1 r�I
9�1/al �.1T Q" o4ggs10447r.9 S� LOT 14, WALTER R.ATKINSTON ROAD
�4�Z a� SEA, z PENINSULA AT TOPSAIL
SURF CITY,NC
ge138 a SCALSI 1".asBBPIBrBa BB14
1 � ,"" •
_��Q�`V«'t TOPSAIL TOWNSHIP, MENDER COUNTY
I. •••••• izqP WESTON LYALL, PE, PLS, PLLC
NSs70N LYALL sAANfisux{NIEA,6 214 HIGHWAY 1711 SUITE 1

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RECEIVED
DCM WILMINGTON,NC
OCT 07 2°14

Oct. 4, 2014 9:09AM No, 2978 P. 4
1e
Cam
•
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Braxton C.Davis Dee Freemen
Governor Director Secretary
AGENT AUTHORIZATION FORM
Date: lC 1' IA
Name of Property Owner Applying for Permit: Name of Authorized Agent for this project:
G i 1JC1'n CeA re r Ern..
IZU�' t-rev\ I LL C
Owner's Mailing Address: Agent's Mailing Address:
Phone Number Li%31(Z— Phone Number(Rio' cl<9 •aDr
I certify that I have authorized the agent listed above to act on my behalf, for the purpose of applying
for and obtaining all CAMA Permits necessary to install or construct the following(activity):
For my property located at
This certification Is valid thru(d
iq
Property Owner ignature Date
127 Carc h a!Drive Ext.,W Iminglon,NC 284e5 t�]�1t0�] a
ROM 910-796-7215 I FAX 910,3953984 Internet;www.nccaastelnlanagernoa1net 4:th fa��
M Equal OppoduntylAfFmgriektimEmploysf ZVati /Iff
RECEIVED
•
DCM W►LMINGTON,
n i-T 0 7 2014

Oct. 4. 2014 9:09AM No. 2978 P. 2
•
Receipts for
• Certifled-IV1al1
(Staple Here)
kcv l•
ae
cx1Cipo 1 I L
JdJacenl Property tamer
a ling Address_
_. p,'esuli11e.,tJc, tl1
City,State,Zip Code
Dear Adjacent Property;
Carer
This letter is to Inform you that I, (3-treclffc,N Losur In have applied for a CAMA Minor
V Prophrty Owner
Permit on my property at L o 1 ^exikr- 1,in Pender/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 re um
the enclosed no objection form,if you have any questions or comments about my proposed project,pies se
contact me at 3(1:2'1f U(°` 31"- ,or by mail al the address listed below. If you wish to
Applicant's Telephone
file written comments or objections with the Surf City CAMA Minor Permit Program,you may submit
them to:
Jason Dail,Field Representative
NC DMston of Coastal Management
Town of Surf City Local Permit Program
127 Cardinal Drive Extension
Wilmington,NC 28405
Sincere) ,
er
t t\ A )r()Fst-a. 04-
AddresV
A6vanC F Mr, 99fA0
City,State,Zip Code
RECEIVED
DCM WILMINGTON,NC
OCT 0 7 2014

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
FOR LAMA MINOR PERMITS •
•
hereby certify that I own property adjacent to Cirtrr rt i v tti C,-,trs?r
(Name of Property Owner)
property located at Z i; Vk 7f'111Y150\c- CA- -Ti~ As
Address,Lott,Block,Road,etc.)
on ,in t°eik C r ,N.C.
(Waterbody) (Town andfor County)
He has described to me as shown in the attached application and project drawings),the deve opment he is
proposing at that location,and,I have no objections to his proposal.
(APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED)
Signature
7Je.)JI(Soff
—A
Print or Type Name
`76V-696 ;4
Telephone Number
Date
RECEIVED
DCM WILMINGTON, NC

Uct. 4. 2014 9:U9AM o, 2978 P. 2
Receipts for
Certified Malt
(Staple Here)
1ri� uln c 1-nrK�U1
djacenf Property Owner
Ma..iing Address_
11!1rr)veS1,11110. t 1 14.
City,Stale,Tip Code
Dear Adjacent Property:
, Colrtr
This letter Is to Inform you that I, Greer � Lauri rr have applied fora LAMA Mi for
Permit on my property at Loi 1/4 E'sSAnSl31Q c' ,\r+ c ti in Pe r enOnslow
Property Address
County. As required by LAMA regulations,I have enclosed a copy of my permit application and project
draw ngts)as notification of my proposed project.No action is required from you or you may sign and =um
the enclosed no objection form,If you have any questions or comments about my proposed prec jet,pie.se
write m 2feat 33� 'i v(` 3 t ,or by mail at the address listed below. If you wis la
Applicant's Telephone
file written comments or objections with the Surf City CAMA Minor Permit Program,you may submit
them to:
Jason Dad,Field Representative
NC Diviafon of Coastal Management
Town of Surf City Local Permit Program
127 Cardinal Drive Extension
Wilmington,NC 28405
Sincere( ,
er
•
111 ) X��'f Gl ()
Ma1Ung Addre
Advance, ivt^. Sr+CO(.0
City,State,Zip Code •
•
RECEIVED
DCM WILMINGTON, NC

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
FOR LAMA MINOR PERMITS •
I hereby certify that I own property adjacent to Cct if r LY t i' ctrs'_:x` 'a
(Name of Property Owner)
property located at Z �'� . 1 i 'll�tr U gC: C}) .(1 CAt
Address,Lot,Block,Road,etc.)
on ,in C'.4- [ , ,N.C.
(Waterbody) (Town and/or County)
He has described to me as shown In the attached application and project drawing(s),the dove opment he is
proposing at that location,and,I have no objections to his proposal.
(APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED)
‘ i. 777--
Signature (_
I/le.J ld1 .Sho
Print or Type Name
Telephone Number
/o%I,'v f
Date
RECEIVED
DCM WILMINGTON,NC
OCT 072014

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0
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I L I l I MC RACE GRADE LEVEL _.- •! I _ I 1 ( a 1 i I I d _ ( 1 I �f
FRONT ELEVATION RIGHT SIDE ELEVATION
SCALE: 1/8"=7'-0" SCALE: 1/8".1'-0"
THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN
ANY WAY WITHOUT THE EXPRESS CONSENT OF WESTON
*,,,xtruNae>eef LYALL, PE, PLS, PLLC. ANY PARTY THAT TAKES PART II,
❑OINO GO IS IN VIOI ATION OF COPYRIGHT I AWS
: WESTON LYALL, PE, PLS, PLLC
�;"�' : CUSTOM HOME DESIGN FOR: WESTON L.YALL. PE: PLS. PLL(
GREG&LAURIN CANER 214 US HIGHWAY 17N, SUITE
LOT 14 ATKINSON RD. HOLLY RIDGE, NC. 26445
1.\ PENINSULAS O TOPSAIL PHONE: [phone]
\1 SURF CITY. NC FIRM /P-0937
f ep�'' ``✓ STRUCTURAL & CIVIL
o ")r .js',.�" ELEVATIONS ENGINEERING&
t�PBrTftsatanjltia LAND SURVEYING
DA TE.9/8/2014 DRAWN BY: FILENAME: SHEET:
GP COLNER.dw 1 OF

' ( .„,,,itrie4, 0,,,,,..„„.;,0..
,,, ,,-_________,L,. __.__, 4 12 SHINGLE ROOF
r , 1 ,I.
lITl T 1 I 1 1 _ CEILING Oat'-0.75" __.:CL__._ _-.__--_
WATERPROOF _ _..-..._ _ .... '—
DECKING __ - H
(TYP.)AT ...
ROOF DECK\ --
• LOCATIGNS \ f
• J� IIIII(fllhIIIIIllll 2N0 FRAMED FLOOR 0 32 11 25"t k Illlllllllllll�lll llt Il.._.VV_.�..I� t.l --1 L f�a
•
'. •• ...._ —' 16'FLOOR TRUSSES W/jr PLYXg00]' ;I
17 - - - CEILING O St'-8.5" T --- -
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.__ CEILING O 20 4 25.- 1 .-_.._ -_ _._
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ft -
,, IhII1IIll-H.ILL1 o
Ill(y: i IliVI 1ST FRAMED FLOOR 0 11-275 :_ LII11 - —NH "
14'FLOOR iRUS5E5 W/14-PLYWOOD _ _._ U
—?2)1-75,01.875 LVL CEILING 0 10'-0' 1 Q
Ii 11 I' i _ llI it
T I I I I I I III '( �
�I 11� i I !, f I I I ( I •
1 $SGALE:
AVERAGEGRADELEVELN 1/8"=1•-0" 4SES;
1 - ALL DIMENSIONS ARE TO BE VERIFIED BY OWNER/CONTRACTOR PRIOR TO CONSTRUCTION. ADJUST SCALE: 1/8®1+-O"
HEIGHTS AND WIDTHS AS REQUIRED. LEFT SIDE"
IDE ELEVATION
2- THIS DESIGN IS SITE SPECIFIC.
3- ONLY USE MATERIALS BELOW FLOOD BEE THAT ARE EITHER TREATED OR MOISTURE RESISTANT.
4-VERIFY WINDOW SIZES AND LOCATION BY OWNER/CONTRACTOR PRIOR TO CONSTRUCTION.
5-IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO CONFORM TO ALL STANDARDS THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN
OF THE NC BUILDING CODE. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ANY WAY WITHOUT THE EXPRESS CONSENT OF WESTON
6-LUMBER IS SPECIFIED AS/2 SYP,AT 19%MOISTURE. LVCS ARE DESIGNED WITH Fbm2950 PSI AND
Eg.2.OX6"10. sWs111u H II,., LYALL, PE, PLS, PLLC. ANY PARTY THAT TAKES PART IN
7- TIEDOWNS BY SIMPSON. "s" t CA.I.ii DowN:. SF) IS IN VIOL ATION OF COPYRIC,HT I AWS
8-FIELD VERIFY ALL STEPS/STAIRS. l • J•r�w
9-ROOF TRUSSES BY OTHERS TO BEAR ON EXTERIOR WALL/GIRDER ONLY.NO INTERIOR LOAD. SIr`fi',�''l Z WESTON LYALL, PE, PLS, PLLC
10- ALL EXTERIOR WALLS SHALL BE 6',AND INTERIOR WALLS SHALL BE 4'UNLESS NOTED OTHERWISE. �.. `4' CUSTOM HOME DESIGN FOR:
c, .. L;,i ! WESTON LYALL, PE, PLS, PLLC
II- ALL HEADERS SHALL BE 2-2x10 IN 4"WALLS AND 3-2at0 IN 6"WALLS. HEADER HEIGHTS SHALL - " GREG&LAURIN COINER 214 US HIGHWAY 17N. SUITE 1
BE Cr UNLESS NOTED OTHERWISE. 7 - LOT 14 ATKINSON RD. HOLLY RIDGE,NC 28445
12- ALL POSTS SHALL ALIGN WITH ORDER/BEAM/PILE BELOW, AND SHALL BE CONTINUOUSLY BLOCKED - Z PENINSULAS 0 TOPSAIL PHONE: [phone]
TO BEARING POINT, `
13- ALL CONCRETE SHALL BE 3,000 PSI AT 28 OATS. r ,P'v;: SURF CITY, NC FIRM /P-0937
14- INSULATION SHALL MEET CURRENT CODE. .`7"�; .. -1�`".,` ELEVATIONS STRUCTURAL & CIVIL
15-IF LOCATED IN FLOOD ZONE, FLOOD VENTS SHALL BE INSTALLED AND SIZED PER CODE- - ( 'yl.,t\.- �5 ENGINEERING &
16- ASSURE TO MAINTAIN 36"MIN. CLEAR WIDTH FOR ALL STAIRS,LANDINGS AND WALKWAYS. ,.I-._'..s* LAND SURVEYING
17- RECEIPT OF THESE PLANS BY OWNER/CONTRACTOR AND ALL OTHERS ACKNOWLEDGE THEY ACCEPT DATE: DRAWN BY: f'ILENAME: SHEET:
THIS PLAN IN EVERYWAY TO BE CORRECT. ANY DISPUTE OR CORRECTION MUST BE ADDRESSED PRIOR TO 4 201
CONSTRUCTION. 9 B/ GP COINER.d]wc" 2 OF 5

WATER SDE ,
WATER SIDE _.... _-l8x8 POSTS, 8.8 POSTS, 3)2.12
2a 29 -. .. '-_•.• _ ,. __ _. .....__.... ..,
AL AT
TyPi
AL AT
I- T a ITV-8 ALL DECKS ALL COEC es 2x1 NOTE USE OR REAM F_sal"'
2a -
�r COVERED PORCH LNG 2 2W2 M )RANsa
a 240 5'On I; WATERPROOF DECKING! i'
{ ,� --/f -ET-� - �-------- i2 -6— -T4..�, g MATERIAL FOR PORCH. UNCOVERED DECK I
1 1 v 1 & 6068 SLIDER ,� 6 6068 SLIDER C ._11,1 _ '' COVERED PORCH ) t;l DINING ROOM W /3.... j I 24'0"xB•C•
1- , ..� AcsE.v e .._ I a, .'�'�
+ f I , 16"DEEP r' /3.0"x80 0 d.+0 106 x9'4" �� --
i .0 PRE-ENGINEERED ... ( 1 i °• � I iIi ) ! .�-._ ! 6......._..,.�
"T lI19.9F SEAM FLOOR ABV `.J i A FL00R TRUSSES.EVE / SLgER'W TRANSOM ' i i `ry 3 ! '
UT ... 1 S L WALL-EX SPAN OT.N WALL , 1fi DEEP ; `� ,.' i W/'TRANSOM R I
i
.^._..�. f 8._.._—__ W OR SE FLOOR i PkE- NCdNEE h��J` _ Tn „v -._. 8 tq' ry
swl ,p 6. POST AT in BEDROOM /2 :r 1 ! !F A809E.
iN - 'Tmrccc SPAN FLE — i i
e.. FF _
•
lT r. LOCATOR. :�..' 11'8"x9'4" 'r - -.w. INTERIOR AD) '.,^^, -I r FOR THIRD FLOOR ..._ I f w ( . }1
' ,. Po LOAD I NO I EXT.WALL-EXT.WALL
I rn -.. --f--1 I i n A80VE.(NO RI - 1 i G1 A R, zOBERVATORY e' ��➢ W v
INTERIOR
-.--' `
1^+ I Or'' 6.6 POST - - 14'0 x70 8 `� l o<N
I I BEDROOM 3 ����-d' _ 2xa !`ro I F LOAD) ,; ._ ) ry a0 iY 243 SF T
BELOW HEADER YI,
11'0^x12'8'• I WALL I 1 i •'! Ii{ 2N4... k '- I `4
CLOSET 11 -� REAM. _._ •._ 1 WA{1 -at d 0
IJ iY' /. 1 7 I t_ t ( �.... S < o i.S n I J ,I �i
t' ,I,
1 v 2468 ' ✓i ?cv UNNG ---3'-� ..q- Z
I _iTl oGoa \ Ah1 3 ELEV =d I I 12'4'x21'2" "� .8„ "ill
_... mTD, 1010' 0 ::J 413.
- 1)",
_ ELEV. i i -, 8
i
©� t$1
n, 11: { S'llR \1. 3068 -T / ry - xmj'p^ 8x �.__.7
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z
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n
II I
ai0 ' �� __ ..._.1--- :I 4%-x •-`x i A LNE OF MIRO ELOOR Arr-T- 1.•— I i ; ' 4.8^x I,m ii I __
_.' 810^. . TS MISERS O AD HAR COOS -1 -T-
ro ip 7_'fS1r—• �v EAOf:9•TREAD R CODE 6 ..i^ I ?I. e __.-.. 10'.,,wr- 1d.70 � ...{_.
yy / �. - ...- I ' e,. I
h. _L\ -.$ - 1• II .....- O'Po4Elle•RI'VON 10' I,
✓, -......_.� Yl 3-].UD MET BAR'.. � ANORAts I1 (2)1.75.T6 Ut �_ L-- ..
-1�,F ry- (2)t.T5.T6 LN_ 60 20 ^) PER GOOE EOR , 1 ROOF AA FLUSH m.FOR ,4.. 11
„111.
,.,, '... ;_•H L A 3068 FLOOR K. .� "' z668 f 2 \- TRUSS BELOM II n 'h 1 OW SEOpD - n6RD FLOOR -
n 2 286B� - 1 _ -, IA RE A I.
H, I -I J I W 1 --_.POW1 _ FLOOR.ASSURE♦. I ( 1I N l MN(2) I'' v E -..._ wN(27 sT1ID6 AT ` I • �' /�, STUDS AT EAO+1.. Fn♦ .� ....... - `F _ EAa Erq s wL 9 , a6e yypFe LNo of wmit BEDROOM 4 :i . eIF00) .—t--_. eEAM I MASTER V�. ( 0 Cit)i ' 8Mb�8�' g.t �- ( `' :1:'
i 7h
'- 1 I 10'0"x17'6" I'^`V ��JII .. ri t
$ -'OM 11
I ( II,CROWD
..- 7�� _ ► � �l 1 O I OE.FJSOR 9F1QlI_
�.m YYY ,j,, -(I 3055 ODOR t00ATWN
nrywlor _
4uc '— a' F ----6 _t T '_6• _.- 2'--6 •-fi" I ..._
` 'Pr'� .........10 .g _ s' - Y 11' RE-aet;, ---8 t U I.
I�tTA -__.. 2!D'K49'.-{],- _._ rT 1 W_ __.._24 40� _._y .__.'W c _J___ t 1
121 2.10 SYPGetDER ____. ._- - _
x J
2.8 DECK
STREET SIDE JOISTS AT TYPICAL SHEARWALL THIRD FLOOR PLAN
76^ac. SPECIFICATION$ STREET 90E SCALE: 1/8"st'-0"
SCALE: NT5 SLOPED CEIUNG
FIRST FLOOR PLAN SECOND FLOOR PLAN 2x6 EXTERIOR WALLS UNLESS
SCALE: 1/8"=1'-0" SHEAR WALL LEGEND SCALE: 1/8"A1'-0" OTHERWISE NOTED
9' CEILING 10' CEILING THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN
-ALL BEAMS SHOWN ARE IN FIRST % -ALL BEAMS SHOWN ARE IN SECOND
16"SYSTEM SINGLE PLY SHEAR WALL ANY WAY WITHOUT THE EXPRESS CONSENT OF WESTON
FLOOR CEIUNG
( ) - FLOOR CEiLINC (leSYSTEM) LYALL, PE, PLS, PLLC, ANY PARTY THAT TAKES PART IN
-2x6 EXTERIOR WALLS UNLESS ®DOUBLE PLY SHEAR WALL -2x6 EXTERIOR WALLS UNLESS ,„ noiNG SO IS IN VIOLATION OF fOPYRIGHT I AWE
OTHERWISE NOTED OTHERWISE NOTED T1 WESTON LYALL, PE, PLS, PLLC
CONDITIONED SQUARE FOOTAGE SHEAR WNI SM .• )` F„T
GROUND FLOOR: -0-SF 1)- PANELS MAY NSi.IED WM FACE GRAM ` \V{At\ -�' CUSTOM HOME DESIGN FOR: WESTON LYALL, PE, PLS, PLLC
FIRST FLOOR: 953 SF EITHER PARALLEL OR PERPENDICULAR TO STUDS. y
AR GREG h LAURIN COLNER 214 US HIGHWAY 17N. SUITE 1
SECOND FLOOR: 969 SF 2)- PANELS SHALL BE 7/16-wNURUN nuCKNEss. 4C., LOT 14 ATKINSON RD. HOLLY RIDGE, NC. 28445
THIRD FLOOR: 293 SF 31- NAIL SPACING SHALL BR AT 3-ON CENTER ,,( PENINSULAS 0 TOPSAIL
TOTAL GDNDIRDNED. 2.165 SF ALONG VERncaL EDGES OF PANEL ANO 6"AT :. PHONE: [phone]
INTER1EdATE VERGE.ERANINc r •'1 SURF G17Y,NC FIRM /W-0937
UNCONDIBONED SQUARE FOOTAGE 4)- HOR12CNr.NAIL SPACING AT DOUBLE TOP
PIA TES-BAND...vs,ANO GIRDERS SHALL BE A •„ , w STRUCTURAL G CIV)L
GROUND FLOOR: 263 SF DOUBLE ROR OF Be STAGGERED AT 3'ON CENTER. �� i �s FLOOR PLANS ENGINEERING &
FIRST FLOOR PORCHES: 21b S< 5)- PANELS SHALL EXTEND t2"BEYOND Cp15iROE005 f: t.-#1 At
SECOND FLOOR PORCHES 200 SF JOINTS ANp SHALL OVERLAP GIRDERS THEW FULL DEPTH. LAND SURVEYING
THIRD FLOOR DECKS: 359 SF 61- BLOCKING SHALL BE REWIRED AT ALL ANTS IF
TOTAL UNCONOIRONEO: 1038 SFDATE: DRAWN BY: FILENAME: SHEET:
SHEATHING IS usEo r0 RESIST.FUEL 9/8/201d GP COLNER.dwc� 3 OF 5

WATER SIDE WATER SIDE
_
_ ._...�
.—r__ d9 -a
— —
cr
ROOF COVERED 2z8 DECK o
w
-I PARCH ABOVE JOISTS AT .1 1- i COVERED PORCH ABOVE
ASSURE WATER t' 16 0 C r f
PROOF DECKING a .0•. _.�....._._.g•. - C a it
MATERIAL USED. - .._ 6' _,_, ti' {,•_ .. _....__
1 _ •
1 m m (2)1.75K I1.875 LVL ro - ..._.1-,--
I 11 y I............ 12�'�- I i I I .....q2 _—__ ..- t2-_ mi
4:12 I OVERHANG �' II ❑ ! ..________ _.■ .-......-.. •
11 I I 1 ��)AT " '1 P ' BRAGtj I..r.T "........__. ..._-I-__-.
ROOF
,.f ;x, , 4R• TR :Y�T "k5 (l
LOC ON. I S141PSON in v N' I ....._ -
I HC554
8 f _ p a
4 SX
Z
' • E. t HANGER
6
5 � ,I � ro "' STORAGE
: i
/ n I .■ AREA
EA v
I -Q ( OPEN
�,I �_ • n FOR ' SIMPSON 1 > f_ :` i ELEV. „
I LA HGU5a8 4.8- 1
a ry -...._H __ . EiE V_ HANGER 5.0" -•
-•
}j
C ____ -;�r2 ia. v L___.. . _I1(-BRACE I I �� z • T_.— �.. i • •� .-.._.,
., � � 1 LA �.. ___ I 7068 .._ io
( 4:12 I, ` • I OPEN FOR STAIRS 5`
SHINGLE ' �t ... (2)1 7501,B75 LA 1 m.m 0 J 1hfhlhlhi1iER
Lm
L J { ■ •6., au
I _ f ".. I X-BRACE 11 • 17 R-.IRS 0 7.9
__12 t G 4.� EACH i,9"TREAD t"•
0 PRE-MANUF. ' ` v' (3)` '�
4 �� � -� t.75zt t.875 F
ROOF TRUSSES T' .,r,:,4 "I �_ ( 5068 • _....._...
o BY OTHERS. ° ( _ LA /,;, I.75(n.875L •
�r 1 T K-BRACE IK-BRACE i ❑ •
4,12 (1) 1 75%14 LVL FOR KNEE BRACING , LA 14, I
SHINGLE
`I SEE DETAIL 8 ON SHEET 5 FOR lA/PILE - 0 1
N
•CONNECTION.y' ^� SfMP50N 4ThOTHERS
SHINGLE HANGER ❑ •
o
d ROOF ,� f Iq a m
If .i, 44.1 H 2z10 PT INNER DECK 'I1 �' (Z)1 75z'iLB75 LA
BAND,TO FOUNOA EON Qj K K-BRACE K-BRACE
'�"��xzs•' e6.a6^Err•T OR RIM BAND VATH 5/8"1 I_L_ ' _ '"_ - ( -z ��I , _ _■ ❑ ■
In
OMR
X 6'DART,BOLTS I o DECK ABOVE 2x8 DECK s ��� :
SPACED 16-DC AND TWO!- • JOISTS AT" I I
SHANK NIL 16E RING n ' DECK ABOVE L
NAILS SPACED le nd i 2-2x10 PT ,.., 16"O.G. } w. a
___._ I I , ❑
..__. _.... 00.FLASH ALLAN CAULK. ... r _ _. _ ..._ __"._.
TYPICAL DECKS , JI GALVANIZED ANGLE BAND TO
12 .... .._._ 12....'".-' CONNECT DEC(ORDER TO --12 24 —_ 12 I 5•-2 2"
• _.__.— ...aq..7A �.... �t 2_._J- i HOUSE SHALL BE 4z4x1/4'-8' .... _. 29_4 ..... .....
LONG.WITH 2-5/8-BOLTS
THROUGH EACH FLANGE.REFER
TO DETAIL ON SHEET S. STREET SIDE
_ROOF PLAN FOUNDATION PLAN TYPICAL At PORCH/LA GROUND FLOOR PLAN
SCALE: , 8"=,'-0" SCALE: , 8'•=i'-O" CONNECTIONS.SLOPED CEILINGj j SCALE: 1 j8"=1'-0"
IX-BRACE REFERENCE DETAIL 6 ON S-5 9' CEILING
\K—BRACEI REFERENCE DETAIL 7 ON s-5 THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN
C= THIRD FLOOR WALL PILE DEPTH & ANY WAY WITHOUT THE EXPRESS CONSENT OF WESTON
r.../MV2 SECOND FLOOR WALL CAPACITY LEGEND t l`,r?are LYALL. PE, PIS, PLLC, ANY PARTY THAT TAKES PART IN
'--�(26)a%8 PT PILES WITH e'MIN. *: T 14JTOr+r nowt: co IS IN N(N ATICIN OF Cl)PYRIC,HT I AIMS
(26)8 8 PT PILE 8.000 L85.CAPACITY. f`, I( "'; WESTON LYALL, PE, PLS, PLLC
(T�.) `e, y.i$ CUSTOM HOME DESIGN FOR:
WESTON LYALL, PE, PLS, PLLC
0(5)8X8 PT PILES WITH 10'MIN. { e GREG&LAURIN COLNER
( P PENETRATION AND 10,000 LBS.CAPACITY, s 214 US RIDGE,
C. SUITE I
i LOT 14 ATKINSON RD. HOLLY RIDGE, NC. 26445
r;+(5)BXB PT PILES NTH 12'MIN. ‘q PENINSULAS O TOPSAIL PHONE: [phone]
`, re, SURF CITY. NC
PENETRATION AND 12,000 LBS.CAPACITY. T-'T.-,T. ' `.s ^ ROOF PLAN, GROUND FIRM NP-0937
�t'_�`)
FLOOR PLAN & STRUCTURAL d CINL
Ill(2)8X8 PT PILES WTH 16'MIN. ,A .- ..1 FOUNDATION PLAN ENGINEERINGDS &
PENETRATION AND 16.000 LBS.CAPACITY. ../u,,TT' LAND SURVEYING
(VP) DATE: I DRAWN BY: FILENAME: I SHEET:
9/8/2014 GP COLNER.dwcl 4 OF 5

SHEArRING,ROWING FELT
AND SHINGLES PER CODE __- _._.___. ..-. .._. _._. -,.__._....._—___._.__--__._._.
FACTEE>r ROOF DETAIL NO. 2 — GALVANIZED DETAIL Na 3 - TYPICAL END. CORNER
TRUSSES AND CONNECTIONS
TYPICAL WALL SECTION ANCHORAGE DO STEEL STRAPS, NOT TO SCALEIE
NOT TO SCALE DETAIL NO. I — TYPICAL PILE CONNECTION CIF" THICKNESS, 18` LENGTH,
• NOT TO SCALE 2' AND 4" WIDTHS SPECIFIED TOP VIEW
4'STRAPS PER DETAIL
��r NO 2
_-2-0A6 Pt TO'PLATE ..._
NOT TO SCALE 1
7RD FLOOR BEAM 5/8' DNA. X ID' te•DIA.x NP ss
NINITRRI 2x6 STUD CONDITIONED GALV. STEEL BOLTS I' GALV.STEEL Ba
WALL WITH HIN SPACE31.5. TYPICAL STRAP I-2. GROUND
CODEWALL SHD PER G
ATTACHED PER jW
EDDE HOUSE v BOLT PATTERN SIDE BAND
VITH HOUSE WRAP - • - 9
L FINISHED SIDING. -- I INSIDE VIEW FRONT Da REAR
ALL FLASHING PER 4"STRAP CONNECTING 3.S'
CODE BAND OR GIRDER TO PILE. '�4• • BAND W PILE
SIDE BAND. FpIIMDATiDY.
PER DETAIL Na 2, ON NOT NTTI PILE
.'. OUTSIDE FACE OF JOINT. I' D' I� NOTCv NOTCHED STRAP MAY BE OMITTED B%8 PILE
WHEN LESS THAN 50R OF NOTE, OTHER BOLT PATTERNS
PILE AREA IS NOTCHED. LOWER EDGE W
16'FLOOR reus ARE ACCEPTABLE PROVIDED FOUNDATION
BY OTHERS THE BOLT HOLE PATTERN BIwDOTCHPIL i•DIA A 10•
WLv.BELTS
HIT ''Y 2-2x6 PT TOP PLATE DETAIL NO. 4 — TYPI A •ORCH POST CONNECTION DOES NOT VARY MORE THAN
III <41 2X12 PT SYP 1;
j 2' FROM THAT SHOWN D.STRIP PER e•Xe•PnE
2ND FLOOR SCALE NTS VB•DIA x 10' I DETAIL 1N0 2
I
•l, CONDITIONED0FLOO .STEEL Bars DETAIL NO. 5 - TYPICAL
I? SPACE DECK PUS BUTT JOINT CONNECTION DETAIL N0. 6 - PILE BRACING
SCALES 0.75' _ 12' NOT TO SCALE
:e DECKING FULL
BUTT 56EV. .X L
q'DNA.X 11'GALV.
JOINTGM-V.STEEL BOLTS HEEL ears,run
Ns STRAP CONNECTING BAND • • �REAN ION AND FLAT WASHERS
ON GIRDER TO PILE.3/16' _ �VP
, WE, X 4'X I8'EDNG GALV. 2'STRAPS CONNECTING HAND
SIMPSON STEEL.ONE STRAP, BEAM e��G, OR GIRDER TO PILE,PER
DETAIL NO.2,ON OUTSIDE gra
DECK VITH W>SIDE FACE W JOINT. FACE OF .HINT. STRAP
PILE ARAILINGS PER I:s..
STRAP CODE _ ?__ !''- 8'X0' PT OR 61X6' PT La a
' 76'FLOOR TRUSSES DECK POST OR 8'X8' PTII 325'---I—3.25' 'r BE OMITTED WHEN r
P5478 JOIST BY OTHERS PILE FROM BELOW. LESS THAN CH Df PILE
SEE DETAIL NO. 2 a%8 PILE - AREA IS NOTCHED
4.14.144.****4111.111:"
IT2)2X12 2-2%6 PT Ii
II PT SYP TOP PLATE GALVIN/ZED ANGLE BAND CONNECTION
PILING DETAIL ( �4 DETAIL NG 7 - KNEE BRACE DETAIL Na B - LVL�ATTACHMENT OVERHEAD VIES/BAND/GIRDER
Bars NEROAT 2)3/� TO GIRDER CONNECTION
(TYPICAL) �::• 1ST FLOOR EACH ex' --S r/ (2)3/4 DAL THOU GALV MRU j•*/ 'SAMNA DALv.STEEL KILTS
NTS .:: CONDITIONED N _.•TS EACH END e TS Ar INIIIIIII!!!1
I SPACE LOCATED` •• I4 LK AT GIRDER SHEATHING
SIMPSON f;� ,ANo IA• BOOR iRU55 LEVEL
PILE it lTt.
Q MACE BOARDS NAr NE PLACED a PE
STRAP I TE ALL GLONG WIT ANGLES TO EC OR ROTHD (ACES W BILE
P3418uc1“E'""WITH 2-3/0'BOLTS
2x6 WALL irti,:z( •' DECK I40ER 11WfEXH EACH FIAIKL W O r
I
DECK WITH SEE DETAIL>FOR
1 NRAILINGS PER I' O ATTACHMENT KNEE BRACE (NSIpE V1EV '--•
CODE 1' E2µ.i/a• 6'GIRDER/HAND CONNECTION �fN CV
JOIST 14'FLOOR TRUSSE .THIN l'1117ra'AVCEE:DEmX:NADIL°F
G.LK S NOTCH EACH ENO OF R RIN MND BEHIND .M✓�
BY OTHERS ears ACE NOTECECpNG DROPPED BRACE NOT ExCEEENNC I.i ��[xTE41P1 SHEATHIW z W
III"
TT EACH Rx1/>OF BRACE Y IIII
C2)2XII PT ' (2)1.75x11.875Erbcc ��I, SYP II LVLS ��_ ' I2ED ANGLESCCM HST
DECK-IRDER TO BC•'i4•xl{'%D'LONG iTx \J1F�PARKING AREA/ / fL BgrS TNRpUGiT EACHV JUNCONDITIONED KNEE / �� (_,)
STORAGE NOT TO SCALE t'sii
THESE PLANS 0104 BE REDRAWN OR REPRODUCED IN
,I ANY WAY WITFIBUT E EXPRESS CONSENT OF WESTON
61 Y LYALL, PE, PLS, PLL . ANY PARTY THAT TAKES PART IN
a ? DOING SO IS IN I ATION OF COPYRIGHT I AWS
ro GRADE LEVEL P m ;.\\y? WESTON L LL, PE, PLS, PLLC
"1 CUSTOM HOME DESIGN FOR: WESTON LYALL, PE, PLS, PLLI
STRUCTURAL IDAOSI GROG&LAURIN COCKER 214 US HIGHWAY 17N, SUITE
FLOOR DEAD LOAD-20 PSF l p.� LOT 14 ATKINSON RD. HOLLY RIDGE, NC. 28445
37d FLOOR LIVE LOAD-40 PSF _ ly`$�V PENINSULAS 9 TOPSAIL PHONE: [phone]
ti se INT.WALL DEAD LOAD-8 PSF RI SURF OTT. NC
EAT. WALL DEAD LOAD- 10 PSI' FIRM -0937
IH ROOF 1. A- 20 PSF
ROOF DEAD LOAD LOAD-20 PSF • DETAILS STRUCTURAL &CIVIL
WIND- 100 MPH ASCE 7-05 EXP.0 ENGINEERING&
LAND SURVEYING
SEA LEVEL=O DATE: DRANK BY: FILENAME: I SHEET:
9/8/2014
GP COLNER.dwd 5 OF

ELEVATION CERTIFICATE, page 2
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.Q.Route and Box No. Policy Number:
Lot 14 Atkinson Road
City Surf City State NC ZIP Code 28445 Company NAIC Number:
SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner.
Comments This elevation certificate is preliminary only.Elevations determined from construction drawings.
Lala
Signature Date 9-8-14
SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE)
For Zones AO and A(without BFE),complete Items El—ES. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A, B,
and C. For Items E1—E4, use natural grade, if available.Check the measurement used.In Puerto Rico only,enter meters.
El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade(HAG)and the lowest adjacent grade(LAG).
a)Top of bottom floor(including basement,crawispace,or enclosure)is 0 feet ❑meters ❑above or 0 below the HAG.
b)Top of bottom floor(including basement,crawispace,or enclosure)is ❑feet ❑meters ❑above or 0 below the LAG.
E2 For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor
(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG.
E3. Attached garage(top of slab)is ❑feet ❑meters ❑ above or 0 below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑ meters ❑above or 0 below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G.
SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)
or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
— —Address City DeMIL '1v�LPCode
Signature Date WI QNi NC
Comments OCT Q 8 901/,
❑Check here if attachments.
SECTION G—COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G
of this Elevation Certificate.Complete the applicable item(s)and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BEE)or Zone AO.
G3.0 The following information(Items GA—G10)is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for: ❑ New Construction ❑Substantial Improvement
G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum
G9. BFE or(in Zone AO)depth of flooding at the building site: 0 feet ❑meters Datum
G10. Community's design flood elevation: ❑feet ❑ meters Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
❑Check here if attachments.

U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-dd08 1
FEDERAL EMERGENCY MANAGEMENT AGENCY (ration Date:0- July008 31, 2015
National Flood Insurance Program Important: Read the instructions on pages 1-9. x p
SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE
Al Building Owner's Name GREGORY&LAURIN COLNER Policy Number.
A2. Building Street Address(including Apt.,Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Company NAIC Number:
Lot 14 Atkinson Road _
— City Surf City State NC ZIP Code 28445
A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.)
LT 14 PB 56/39 PENINSULA @ TOPSAIL _-
A4. Building Use(e.g..Residential,Non-Residential,Addition,Accessory,etc)
A5 Latitude/Longitude: Lat 34-24-52.8 Long. -77-34-12.1 Horizontal Datum ❑ NAD 1927 ® 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 crawispace or enclosure(s): A9. For a building with an attached garage.
a) Square footage of crawlspace or enclosure(s) 263 sq ft a) Square footage of attached garage N.A sq ft
b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage
or enclosure(s)within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade N/A
c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b N/A sq in
d) Engineered flood openings? ❑ Yes ❑ No di Engineered flood openings? ❑ Yes ❑ No
SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION
B1. NFIP Community Name&Community Number I B2.County Name B3. State
Town of Surf City 370186 1 PENDER NC
B4.Map/Panel Number 85. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9_ BAOse,uFlood od Elevation(s)
e vatsood n(s)dep(Zone
3720423400 J 2-16-07 Effective/Revised Date Zone(s) 8 0
h)
2-16-07 AE
B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9.
❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item B9: ❑NGVD 1929 ® NAVD 1988 El Other/Source:
B12 Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No
Designation Date ❑ CBRS ❑ OPA
SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: ® Construction Drawings' ❑ Building Under Construction` ❑ Finished Construction
`A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations—Zones Al—A30,AE,AH.A(with BFE),VE.V1—V30.V(with BFE),AR.ARIA.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: N/A Vertical Datum: Geoid 08 VRS RTK GPS F'11;_C E I vED
Indicate elevation datum used for the elevations in items a)through h)below. El NGVD 1929 ®NAVD 1988 0 Other/Soap,:
Datum used for building elevations must be the same as that used for the BFE. Check the measurement used.fGTONf �
feet rrietelt 8 q 1/
a) Top of bottom floor(including basement, crawlspace or enclosure floor) 3.6 ® ❑ 2U 14
b) Top of the next higher floor 14 8 ®feet ❑meters
c) Bottom of the lowest horizontal structural member(V Zones only) N.A ❑feet 0 meters
d)Attached garage(top of slab) N.A ❑feet ❑ meters
e) Lowest elevation of machinery or equipment servicing the building NA ❑feet ❑meters
(Describe type of equipment and location in Comments)
f) Lowest adjacent(finished)grade next to building(LAG) 3.2 ®feet ❑meters
g) Highest adjacent(finished)grade next to building(HAG) 3.6 ®feet ❑ meters
h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N.A ❑feet 0 meters
SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor engineer,or architect authorized by law to certify elevation
information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 't���►a111110�+
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code. Section 1001. oi� ,cN CAUZ(foie
Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a `'. �(`SF S •,�•'I
❑ Check here if attachments licensed land surveyor? ❑ Yes ® No : Z.e 4;E4 e9(-1,7 �
E•
Certifiers Name Weston Lyall License Number L-4438 ;T. .` L-4438 :
Title Owner/PLS Company Name Weston Lyall,PE, PLS, PLLC _ s /:•4/ �y0,: ,?
Address 214 H 17 N City Holly Ridge State NC ZIP Code 28445 +, ...SURD•.•'��e•
r
i i' / 4 i flats 9-8-14 Telephone [phone] '•rtr'&-r• \4Y- a*

4MA Daily Check Log for WIRO
Check
ed Check From(Name) Name of Permit Holder Vendor Number Check amount Permit Number/Comments
2014 Parker Construction Group LLC Parker Bank of the Ozarks 7431• $250.00 major fee,1 Auditorium Circle,WB
2014 J&J Properties of Calabash 1 LLC Calabash Marina Citizens South _ 1422 $100.00 MP 74-05 renewal
2014 Seashore Realty Group,Inc. Heritage I,LLC Coastal Bank&Trust 3959 $100.00 MP 64-06 mod.Request
2014 Land Management Group,Inc. Riverside Park Marina _ First Bank 444941 $475.00 major fee,Riverside Park Marina
2014 Howard and Janice Malpass same Wells Fargo 3787 $100.00 minor fee,Topsail Beach _
2014 Danford&Associates Land Surveying,PC Loder-Strickland Wachovia 1793 $200.00 GP 64064D
2014 AC&Emily Skinner AC Skinnard NewBridge Bank 8478 $100.00 renewal,MP 23-07
2014 A'N'A Builders,Inc. same ,TD Bank 6979 $100.00 minor fee,NTB,205 Seashore
2014 Geoffrey&Stacy Alexander same Wells Fargo_ 2305 $400.00 major fee,Br.Co.4302 E.Dolphin,01
2014 CFPUA same B of A 55808 $800.001Vio#14-17D
2014 Overbeck Marine Construction Inc Whelan SunTrust __ 4333 $100.00Imod.fee,MP 36-13
2014 Coastal Marine Piers Bulkheads LLC A.Murphy Wells Fargo 19810 $250.00'major fee,NHCo.
2014 Barry&Shari Golob same Lafayette Federal Credit Unit 2770_ $250.00 major fee,Br.Co.Oak Island
2014 Willie Richardson Construction _ BB&T 5765 $800.00 GP 64007D©$200,GP 64008D©$600
2014 Tidal Ventures same BB&T 2026 $100.00 MP transfer 42-05
2014 B&K Marine Construction Prisilla Clark BB&T 1151 $200.00 GP 64065D
2014 Johnny J.Williams/Land Surveying William&Tracy Ellis First Citizens Bank 15247 $100.00 minor fee,TB,Pender Co.
2014 Southeastern Coastal Construction Co Ellison (First Federal 9243 $200.00 GP 64066D
2014 Charles Riggs&Associates Inc Susan Brown First Citizens Bank 13649 $100.00 minor fee,NTB,Onslow Co.
2014 Charles Riggs&Associates Inc James Gooch First Citizens Bank 13650 $100.00.minor fee,TB,Pender Co. ,
2014 Lincoln Bain Scott III/Renee Scott same •PNCBank 684 $200.00 minor fee,NTB,Onslow Co.
2014 GRA Construction Inc. Seaclusion,LLC(Mike Coltrane) First Bank 8406 $100.00 minor fee,Caswell Bch.,Brun.Co.
2014 Allied Marine Contractors LLC Forrest Sound HOA B of A _ 6891 $100.00 MP 218-06 renewal 1
2014 Backwater Marine Construction Inc. Melton,Vidal-Tai BB&T 1667 $600.00 GP 64010D©$400,GP64011D(d$200 .
2014 Clements Marine Construction Inc 'Transfer/Jam Properties+G P First Citizens Bank 3594' $500.00 MP 84-14 transfer©$100,GP 64067 r@$400
2014 David Lee Builders,Inc Rouse B of A 19688 $100.00 minor fee,SC 14-14
2014 Pippin Marine Construction,LLC James Davis Wells Fargo 3147 $200.00 GP 64032D
2014 John H.King Kenneth Samuel Catlett,Jr. NC SECU 1209 _ $200.00 GP 64068D
2014 Town of North Topsail Beach/Thomas Best same First Citizens Bank 38797 $475.00 major fee,NTB emer.Sandbag/Ph.1
2014 Hoosier Daddy LLC _ Rockford Partners,LLC MP 99-10 Trust Atlantic Bank 1108 $100.00 transfer fee,99-10
2014 Carolina Marine Construction,Inc. Faulk and Westra First Bank 9297 _ $400.00 GP 64072D&GP 64073D
2014 Pamela Palladino Foxchase Farm same BB&T 4561 $100.00 minor fee,SC 8811 2nd Ave.
2014 Thornton Builders&Investments LLC Gregory&Laurin Coiner BB&T 1529 $100.00 minor fee,lot 14 Peninsula at Topsail,PN