NTB_12-34_ Myers

Lf 3,lo- L pZZ
Issued by WiRO NTB12-34
North Topsail Beach Permit Number
CAMA
MINOR DEVELOPMENT
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 Stuart and Bonnie Myers authorizing development in Ocean Hazard Area of Environmental Concern (AEC)
at 748 New River Inlet Road, in North Topsail Beach, Onslow County as requested in the permittee's application, dated
November 8, 2012, and received by DCM on November 13, 2012. This permit, issued on December 17, 2012, 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 dwelling with decking, driveway, parking and amenities.
(1) All proposed development and associated construction must be done in accordance with the permitted work plat
drawings(s) dated received on November 13, 2012.
(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.
(5) The structure(s) must set back a minimum of 60 feet from the first line of stable natural vegetation (FLSNV), as determined
by the DCM, the LPO, or other assigned agent of the DCM.
(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. From the date of an appeal, any
work conducted under this permit must cease until the appeal is resolved. This
permit must be on the project site and accessible to the permit officer when the '
project is inspected for compliance. Any maintenance work or project Jason Dail
modification not covered under this permit, require further written permit I CAMA LOCAL PERMIT OFFICIAL
approval. All work must cease when this permit expires on: 4 A , G 2 2013
127 Cardinal Drive Extension
December 31, 2015 Wilmington, NC 28405-3845
DCM WILIVII�NGTON,
In issuing this permit it is agreed that this project is consistent with the local Land
Use Plan and all applicable ordinances. This permit may not be transferred to `
another party without the written approval of the Division of Coastal

Name: Stuart and Bonnie Myers
Minor Permit # NTB 12-34
Date: December 17, 2012
Page 2
(6) The permittee is required to contact the Local Permit Officer [phone], shortly before he plans to begin
construction to arrange a setback measurement that will be effective for sixty (60) days barring a major shoreline
change. Construction must begin within sixty (60) days of the determination or the measurement is void and must
be redone.
(7) All buildings constructed within the ocean hazard area shall comply with the NC Building Code, including the
Coastal and Flood Plain Construction Standards of the N. C. Building Code, and the Local Flood Damage
Prevention Ordinance as required by the National Flood Insurance Program. If any provisions of the building code
or a flood damage prevention ordinance are inconsistent with any of the following AEC standards, the more
restrictive provision shall control.
(8) Any structure authorized by this permit shall be relocated or dismantled when it becomes imminently threatened by
changes in shoreline configuration. The structure(s) shall be relocated or dismantled within two years of the time
when it becomes imminently threatened, and in any case upon its collapse or subsidence. However, if natural
shoreline recovery or beach renourishment takes place within two years of the time the structure becomes
imminently threatened, so that the structure is no longer imminently threatened, then it need not be relocated or
dismantled at that time. This condition shall not affect the permit holder's right to seek authorization of temporary
protective measures allowed under CRC rules.
(9) Pursuant to 15A NCAC, Subchapter 7J.0406(b), this permit may not be assigned, transferred, sold or otherwise
disposed of to a third -party.
(10) All pilings associated with the proposed uncovered deck, located on the seaward side of the proposed pool, shall
be structurally independent of the primary structure. The deck may be cosmetically attached; however, the structure
(deck) shall have its own supporting pilings and bracing system.
(11) The total square footage of decking within 60 feet of the FLSNV shall be limited to 500 square feet or less.
(12) All buildings constructed within the Ocean Hazard area shall comply with the NC Building Code, including the
Coastal and Flood Plain Construction Standards of the N. C. Building Code, and the Local Flood Damage
Prevention Ordinance as required by the National Flood Insurance Program. If any provisions of the building code
or a flood damage prevention ordinance are inconsistent with any of the following AEC standards, the more
restrictive provision shall control.
(13) All buildings must be elevated on pilings with a diameter of at least 8 inches in diameter if round, or 8 inches to a
side if square; and the first floor level of the sills and joists must meet the 100-year flood level elevation.
(14) All pilings shall have a tip penetration greater than eight feet below the lowest ground elevation under the structure.
Dune disturbances will be allowed only to the extent necessary for development and if the dune's protective value
is not weakened or reduced. Disturbed dune areas will be immediately stabilized. (15) The total square footage of the proposed structures shall not exceed 4,911 square feet.FC`c
I �V ED
i/If' °
n tr-'1 INGTON, PVC
th, . 4 -) -) Q - r -I

Locality
723 Permit Number
Ocean Hazard /Y\ Estuarine Shoreline ORW Shoreline Public Trust Shoreline Other
(For q icral use only)
LAND OWNER
Name Stuart L. Myers and wife Bonnie K. Myers
Address 123 Atoka Drive
City Winchester State VA Zip 22602 Phone [phone]
Email [e-mail]
AUTHORIZED AGENT
Name Charles F. Riggs & Associates, Inc.
Address P. O. Box 1570
City Jacksonville State NC 'Lip 28541 Phone [phone]
Email [e-mail] _
LOCATION OF PROJECT: (Address, street name and/or directions to site. If not oceanfront, what is the name of the
adjacent waterbody.) 748 New River Inlet Road (Lot 4, Emerald Dunes Village)
DESCRIPTION OF PROJECT: {List all proposed construction and land disturbance.) Proposed Dwelling with
�ed<s,7Dr=%ves and �oa
SIZE OF LOT/PARCEL: 24,315 square feet 0.558 acres
PROPOSED USE: Residential Q (Single-family E✓ Multi -family 0 ) Commercial/Industrial Other
COMPLETE EITHER (1) OR (2) BELOW (Contact } our Local Permit Officer if you are not sure which .9 F,C applies
to your property):
(1) OCEAN HAZARD AECs: TOTAL FLOOR AREA OF PROPOSED STRUCTURE: 4,911.6 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. NC=
If yes, list the total built upon area/impervious surface allowed for your lot or parcel: square feet.
NOV 13 2012

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 Conditioning, Insulation and Energy Conservation, FIA
Certification, Sand Dune, Sediment Control, Subdivision Approval, Mobile Home Park Approval, Highway 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 property in an AEC or a
person authorized to act as an 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)
✓�an owner or record title, Title is vested in Fee Simple , see Deed Book 3731
page 669 in the Onslow County Registry of Deeds.
IIan owner by virtue of inheritance. Applicant is an heir to the estate of ;
probate was in County.
F-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 a CAMA permit.
(Name) (Address)
(I) Mr. and Mrs. Edward D. Hemmer, 1416 Cortland Drive, Manasquan, NJ 08736
(2) Mr. and Mrs. Carl A. Petterson, 1450 Raleigh Road, #300, Chapel Hill, NC 27517
(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.
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 day o4,(,4ty , /2
Landowner or person au#r" to act asf s/her agent for purpose of filing a CAMA permit application
This application inclueneral 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 made payable to the localin,. and
any information as may be provided orallt, by the applicant. The details of the application as described by these sourties are
incorporated without reference in any permit which may be issued. Deviation from these details will constitute a violation oj'
any permit. Anv person developing in an AEC without permit is subject to civil, criminal and administrative action.
RECEIVED
mnv 1 Z min

'A�A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Braxton C. Davis
Governor Director
December 18, 2012
Mr. & Mrs. Stuart Myers
123 Atoka Drive
Winchester, VA 22602
Dear Mr. & Mrs. Myers:
Dee Freeman
Secretary
Attached is CAMA Minor Development Permit # NTB12-34, for work to be done at 748 New River Inlet
Road, in North Topsail Beach, Onslow County.
In order to validate this permit, please sign both copies of the permit as indicated for our records.
Please retain the gold copy for your files and sign front and back pages of the white copy then return to us
within 20 days of receipt, in the enclosed, self-addressed envelope.
This is not a valid permit until it is signed and returned to our office.
Thank you for your prompt attention to this matter.
Sincerely,
Shaun K. Simpson
Permit Support Technician
Enclosures
cc: WiRO files
127 Cardinal Drive Ext., Wilmington, NC 28405 One
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net NofthCarohna
A1_i___._//_.

AFFIDAVIT OF PUBLICATION
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
CAMA MINOR PERMIT NOTICE
Pursuant to NCGS 113A-119(b), the
North Carolina Division of Coastal
Management, an agency authorized
to issue CAMA permits in areas of
environmental concern, hereby
gives NOTICE that the following
have applied for CAMA permits in
Surf City, adjacent to the Atlantic
Ocean in Pender County: On No-
vember 19, 2012, Shore 124 LLC
proposed to construct a single-
family dwelling and pool at 124 N.
Shore Drive; and on November 27,
2012, Michael & Beth Wagner pro-
posed an addition and elevator to
the existing home at 412 S. Shore
Drive. on November 17, 2012,
Duane & Kim Champlin proposed to
construct a single-family dwelling
at 112 Boryk Ave., adjacent to Top-
sail Sound in Topsail'Beach, Pender
County. On November 13, 2012,
Stuart & Bonnie Myers proposed to
construct a 'single-family dwelling
and pool at 748 New River Inlet Rd.,
adjacent to the Atlantic Ocean in
North Topsail Beach, Onslow
County. These 4 applications may
be inspected at, the address below..
Public comments received by De-
cember •14, 2012 will be consid-
ered. Later comments will be ac-
cepted and considered up to the
time of permit decision. Project
modifications may occur based on
further review and comments. No-
tice of the permit decision in this
Matter will be provided upon writ-
ten request.
Jason Dail, Field Representatives
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
Before the undersigned, a Notary Public of Said County and State,
5A�1Z
''J, -e,e-
Anita Thomas
Who, being duly sworn or affirmed, according to the law, says that he/she is
Publisher's Assistant
of THE STAR -NEWS, a corporation organized and doing business under the Laws of the State of
North Carolina, and publishing a newspaper known as STAR -NEWS in the City of Wilmington
CAMA MINOR PERMIT NOTICE Pursuant to NCGS 113A-119b, the North Carolina Division
of Coastal Management, an agency authorized to issue CAMA permits in areas of
environmental concern, hereby gives NOTICE that the following have applied for CAMA
permits in S
was inserted in the aforesaid newspaper in space, and on dates as follows:
11129 Ix
And at the time of such publication Star -News was a newspaper meeting all the requirements and
qualifications prescribed by Sec. No, 1-597 G.S. of N.C.
Title: Publisher's Assistant
Sworn or affirmed to, and subscribed before me this rai. day of
o A.D., 2 n, -
In Testimony Whereof, I have hereunto set my hand and affixed my official seal, the day and
year aforesaid.
1A
My commission expires — �-- day of 20 1 7DO
= Z
Upon reading the aforegoing affidavit with the advertisement thereto annexed it is adjudged by the Court (N
publication was duly and properly made and that the summons has been duly and legally served on the defendant(s).
This day of
MAIL TO:
Clerk of Superior Court
RECEIVED
DCM WILMINGTON, NC
DEC 0 7 2012

NCQENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Braxton C. Davis
Governor Director
November 27, 2012
advertising @ starnewsonline.com
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Combo Minor Public Notice:
• Myers in Onslow Co.
• Shore 124 in Pender Co.
• Champlin in Pender Co.
• Wagner in Pender Co.
Kyle/Heather: Please publish the attached Notice in the Thursday, November 29, 2012 issue.
Dee Freen
Secret
The State Office of Budget and Management requires an original Affidavit of Publication prior
payment for newspaper advertising. Please send the original invoice and a copy of the affidavit for payment
Shaun Simpson at Division of Coastal Management, 127 Cardinal Drive Extension, Wilmington, NC 2841
910-796-7226. Paying by Credit Card (number on file with Elsa Lawrence, Ref acct # 796-7215). Please se
a copy of the credit card receipt to me.
Thank you for your assistance in this matter. If you should have any questions, please contact me at c
Wilmington office.
Sincerely,
aun Simpson
Permit Support Techni
Enclosure
cc: File Copy
Michele Walker - DCM
197 r.mi—i n i— Gvt VAAIminM— NC 9AAnr One

CAMA MINOR PERMIT NOTICE
Pursuant to NCGS 113A-119(b), the North Carolina Division of Coastal Management, an
agency authorized to issue CAMA permits in areas of environmental concern, hereby gives NOTICE
that the following have applied for CAMA permits in Surf City, adjacent to the Atlantic Ocean in
Pender County: On November 19, 2012, Shore 124 LLC proposed to construct a single-family
dwelling and pool at 124 N. Shore Drive; and on November 27, 2012, Michael & Beth Wagner
proposed an addition and elevator to the existing home at 412 S. Shore Drive. On November 17,
2012, Duane & Kim Champlin proposed to construct a single-family dwelling at 112 Boryk Ave.,
adjacent to Topsail Sound in Topsail Beach, Pender County. On November 13, 2012, Stuart &
Bonnie Myers proposed to construct a single-family dwelling and pool at 748 New River Inlet Rd.,
adjacent to the Atlantic Ocean in North Topsail Beach, Onslow County. These 4 applications may be
inspected at the address below. Public comments received by December 14, 2012 will be
considered. Later comments will be accepted and considered up to the time of permit decision.
Project modifications may occur based on further review and comments. Notice of the permit
decision in this matter will be provided upon written request.
Jason Dail
Field Representatives
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
f

41 4-4
r 1 *1 4
No I 1 (9010 IMA
AMA PERMIT
APPLIED FOR
PROJECT:
� I [=� f=11i111�L� 1���L=� I 1 I iT� - i • • • •
•
COMMENTS ACCEPTED THROUGH December 14,2012
APPLICANT:
Charles F. Riggs & Ossociatps Inc. �1
PO Box 1570
JacksonvilleTNC 28541
For: Stuart & Bonnie Myers
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
NC Div. of Coastal Management
127 Cardinal Dr. Ext.
Wilmington, NC 28405
Jason Dail, Field Representative
910-796-7215

(^)(:,EX1kN HAZARD AEC NOTICE
Project is in an:..._._,-._.- Ocezili Er:,c il.tie ttre_-1 __.____. High Hazard Flood Area
Property Owner: �.� ....._ _..,......._...._.._.._�..-_-._�... _ # ._.�.._
Property Address:
Date Lct Was Platter: _
iris not cc is intended to make coo. the r •q?ilc.tnl, au _ •e n) the
weia", risks and conditions associalod tt it - d.-veloninrnt in this
, reti. which is subject to natural hazards i.:h :::, stoma. ert.s{nn
<od currents. The rules (it' the Ctxl- al Rt:>ourccs i..:+11anYnsion
tcquiw that %till receive an .', -.0 hi Bard s,oli:e and
c.Ano.aietiae that notice in kmifiag t•ekirc a permit 1'ar
oevrlcprient can be issued.
-he <'u omission's rules on build!ng siinr: ards. ocean:'ront
sethae:s and dune alterations are de,ianed it, mini eliex- hit: not
eliminate. properq h>ss from ha/wi.;-. 11% granting ve"',lits. the
Coast,.) Resources Comwission doe not ..rarurltee the safe•% of
vie de%:clopnient and assame.s no iirhifity Or ftnn:•e damage to
tic development. Permits issued in the :!.aa Haee..H Amo of
1:n%irctiriental Concert) include the Onciliw, that strut:tires tie
rJoctated or dismanticd if the\ hc.:omc inn•ri;:elit % :cat:ned
i% ch;:n,,ts in shoreline con mvairatiot, I 1w li"etti:*e(•i rust he
relocated or dismantled %%iihin i%%i% t21 ;.e.:+r, o i —coining,
i nminentic fhreatened. and in sn, cast ,fpn- its c%, lapse nr
ubsidm_-e.
r tie heat availabie a lorrnation. a+ ac ptu. the l cr+ t 11
i c4iri1 CtS t'0111116,tittni. indicates i iat u % rams l{ !sing -term
ii\cra .c ocean ero+ion rate Rif, the 11a „ u vile r fir !feast% is
t•?c;ued i feet per }Var.
l ite rate %vas .stablished b% trct`t l ,: l;ihsiti r.: serial
I•holoy.riphs of file %mast{ine taken o% Cr the past 511i
c,tudie; :Ilse) indicate that the >horelii:;r e:sold ❑roe%: at:• liuich a<
_______ feet land%%ard in a major stoni1.
I'he iltxut %%titer; in a major storm fir: pred i%: J iv In 014-•tit
___ feet deep in this area.
I retened oceanfront protection mca>uvs t.x -each nourishilic u
and rele�:ation of threatened sirucnixi;. f-f.ird ero icn cotitrol
.u•u%lure:; such as hulkheads. scawall . re%'elnirnts. :,,i:,, je41ies
and breal.%%ater, are prohibited. Mini?Or.ir;: si:.nd hobs toil% he
cunhar ra under certain cutidrtlons.
I'he ap,:)f}c:ant iviu,i ackno%%Ied c tiii. inforinwirri and
r:quircments b5 ;ignivig this notice: r: the r.cti.LV 11e10%%. 'J1 ittla;at
e. ipiuniilutr
F"5'% r tvnBrSi eta_.._...,__.__....._..._••_t;�ii8 .».__
rvl e ty O g
inlet Hazard Area
SPECIAL NOTE: !'hi: ha.; r. liut:Ce is rcgtivd 11ir
development in area • ;rh t ct t• +u;i;le 1 any massive storms and
erasion. Permits issued fir develorn,enl 11 this area :af•h•e on
December 31 of the th rd :.:al- iiilko- i%. till- }ear in vifich the
permit \kas issued. hhc rt ,c'rae +:.nil ^,j ins tin ttc prrjrct
site. the I.ocal Pennit 01ic,'ntti . 1••N cov ailed to detain nc the
vegetation line and ;c& 0 isltule,: at ,o.ur ;jie. If the notholy
has seen little chany,: 'i.nu i.ir iix,::if permit issuance:, and the
proposed development :al-, still r:,:cl ter ,cluck requir-micitt,
Cite 1..P0i will intirrnl %ou i�;at tfo!, : • iay Pt%:,in %%ork. S.fa�tantial
progress on the pruir,: riust he wade :.i..hin GO days of this
setbtick detennination.. t r the -wtfvc�: must he. re.-measwvd. Also.
the occurrence of a ilrojar .diorelim- :ht , e as the re:su t ol".a
storm within the 604;% pi-rixi %sill nece:SAtic re-rne£Surenient
of the setback. It is it;tpc 1 131-1 r,tiut %,it Lhecl, v,ith lit- i.PU
beliare the permit exii is for ol'i'i:ial tippr,r:al to tort nue the
,.cork after the permit ha c c;pired. 6c ivrili\. if* fiiundation
pilings have been placed and slths;io :d Ix;rgress is ctiminujut;.
t?cntiit renewal can i aut11;,1 ra:. it is unla+%till to continue
cork after permit expirr;iur
Fr)r more hifiArflllfrion. ;-01,'ltfel:
Local Perrrtit Officer
_ NC DIV. OF COASTAL MANAGMENT
A467s CARDINAL DR. EXT.
WILMINGTON, NC 28405
Locality � .__........»._._.
Phone Number
RE�iYVED
NOV 13 2012

FRTIFIED MAIL
RECEIPT
(Domestic Mail Only; No Insurance
coverage
Provide,
For delivery information visit our
website
A L
at www.usps.comil,
FJ S. E
0
0600
Postage
$
.10
FED Certified Fee
08
$2.95
FOGReceiptFee
Postmark
Here
t2.35
ndorsoment Required)
ITn..cted Delivery Fee
d.Wrsemenl Required)
$0.00
n
U Total Postage & Fees $ U. 40 1 11/09/2012
U
r Sent To Mir, 4e-mm-,�
------------------------------------------------------------------------
Street, Apt.
orPOBoxNo.; — --------------------
-
------------------------------------
--------------------------------
City, State, ZIP+4 (Y�pvusuA,-, P8'7-34,

ertified Mail Provides:
A mailing receipt
A unique identifier for your mailpiece
A record of delivery kept by the Postal Service for two years
riportant Reminders: i,
Certified Mail may ONLY be combined with First -Class Mail® or Priority Maile
Certified Mail is not available for any class of international mail.
NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. Fo
valuables, please consider Insured or Registered Mail.
For an additional fee, a Return Receipt may be requested to provide proof oll
delivery. To obtain Return Receipt service, please complete and attach a Returr
Receipt (PS Form 3811) to the article and add applicable postage to cover the
fee. Endorse mailpiece "Return Receipt Requested". To receive a fee waiver fot
a duplicate return receipt, a USPSe postmark on your Certified Mail receipt ie
required.
For an additional fee, delivery may be restricted to the addressee o
addressee's authorized agent. Advise the clerk or mark the mailpiece with tht
endorsement "Restricted Delivery".
i If a postmark on the Certified Mail receipt is desired, please present the arti
cle at the post office for postmarking. If a postmark on the Certified Mai
receipt is not needed, detach and affix label with postage and mail.
MPORTANT: Save this receipt and present it when making an inquiry.
IS Form 3800, August 2006 (Reverse) PSN 7530-02-000-9047

n
0
r
A
Postage $
a
Certified Fee
n
7 Return Receipt Fee
(Endorsement Required)
Restricted Delivery Fee
(Endorsement Required)
n
U Total Postage & Fees 9
U
K
$1.10 06M
$235 08 ((}} RE
POStm.QCM W
$2.35 Here
NO
$0.00
�6.40 11/09/2012
f Sent To N,n r• n�j rj
Sfreel, Apt N/o.-- -------r-- -w -- r (--- •----------------
or PO Box No. ) "+5 O
` -4 ---
I11
�-

ertified Mail Provides:
A mailing receipt
A unique identifier for your mailpiece
A record of delivery kept by the Postal Service for two years
iportant Reminders:
Certified Mail may ONLY be combined with First -Class Mail® or Priority Mail(E
Certified Mail is not available for any class of international mail.
NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. Foi
valuables, please consider Insured or Registered Mail.
For an additional fee, a Return Receipt may be requested to provide proof of
delivery. To obtain Return Receipt service, please complete and attach a Return
Receipt (PS Form 3811) to the article and add applicable postage to cover the
fee. Endorse mailpiece"Return Receipt Requested". To receive a fee waiver for
a duplicate return receipt, a USPS® postmark on your Certified Mail receipt is
required.
For an additional fee, delivery may be restricted to the addressee of
addressee's authorized agent. Advise the clerk or mark the mailpiece with the
endorsement "Restricted Delivery".
If a postmark on the Certified Mail receipt is desired, please present the arti-
cle at the post office for postmarking. If a postmark on the Certified Mail
receipt is not needed, detach and affix label with postage and mail.
WORTANT: Save this receipt and present it when making an inquiry.
3 Form 3800, August 2006 (Reverse) PSN 7530-02-000-9047

U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008
Federal Emergency Management Agency Expires March 31, 201
National Flood Insurance Program Important: Read the instructions on pages 1-9.
SECTION A - PROPERTY INFORMATION For Insurance Company Use:
Al. Building Owner's Name STUART L. MYERS & WIFE, BONNIE K. MYERS Policy Number
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number
748 NEW RIVER INLET ROAD
City NORTH TOPSAIL BEACH State NC ZIP Code 28460
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 4, EMERALD DUNES VILLAGE
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL
A5. Latitude/Longitude: Lat. 34d30'01" Long. 77d24'11' 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.
AT Building Diagram Number 6
A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage:
a) Square footage of crawlspace or enclosure(s) 1344 sq ft a) Square footage of attached garage N/A sq ft
b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage
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 d) Engineered flood openings? ❑ Yes ® No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number B2. County Name B3. State
NORTH TOPSAIL BEACH 370466 1 ONSLOW I NORTH CAROLINA
B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zor
3720428700 J Date Effective/Revised Date Zone(s) AO, use base flood depth)
02/16/07 11 /03/05 VE 14.0
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 (Describe)
Bl 1. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe)
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ® Yes ❑ No
Designation Date 10-01-83 ® CBRS ❑ OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. 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, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h
below according to the building diagram specified in Item AT Use the same datum as the BFE.
Benchmark Utilized NC CORS Vertical Datum NAVD 1988
Conversion/Comments TOPCON GRS-1 ESTABLISHED ELEVATION USING N.C. GEODETIC CONTINUOUS OPERATING REFERENCE STATIONS
Check the measurement used.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 7.0 ® feet ❑ meters (Puerto Rico only)
b) Top of the next higher floor 18.1 ® feet ❑ meters (Puerto Rico only)
c) Bottom of the lowest horizontal structural member (V Zones only) 16.1 ® feet ❑ meters (Puerto Rico only)
d) Attached garage (top of slab) N.A ❑ feet ❑ meters (Puerto Rico only)
e) Lowest elevation of machinery or equipment servicing the building 16.1 ® feet ❑ meters (Puerto Rico only)
(Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG) 6.5 ® feet ❑ meters (Puerto Rico only] r-C,-, I V C
g) Highest adjacent (finished) grade next to building (HAG) 6.5 ® feet ❑ meters (Puerto Rico only)
h) Lowest adjacent grade at lowest elevation of deck or stairs, including NA ❑ feet ❑ meters (Puerto Rico only) Nnv 13 ,n"
structural support �s
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. / certify
hat the information on
is
ts my best efforts
o interpret the data
t1 understand that any false statement may behpunishabletby fine or imprisonment undetrr 18 U.S. Code, Section 11001. '���H ,P j,
® Check here if comments are provided on badAdfy4, Were latitude and longitude in Section A provided by a
"'�� Aq tensed land surveyor? ® Yes ❑ No
Certifier's Name JAMES A. LEWIS, PLVF.**;LOT---1Q/; •;'P .` License Number
Title PROJECT MANAGER Com6eame 6tIARWS F. RIGGS & ASSOCIATES, INC.
Address 502 NEW BRIDGE STREE$ t fity"VWVILLT .40 State NC ZIP Code 28540

IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
748 NEW RIVER INLET ROAD
City NORTH TOPSAIL BEACHState NC ZIP Code 28460 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 CONSTRUCTION PLANS SHOW BREAKAWAY WALLS ON THE ENCLOSURE BELOW DWELLING. THE TOWN OF NORTH TOPSAIL
BEACH REQUIRES A 2' FREEBOARD DURING CONSTRUCTION THEREFORE THE BOTTOM OF THE LOWEST HORIZONTAL STRUCTURAL MEMBE
AND THE BOTTOM ELEVATION OF ANY MACHINERY OR EQUIPMENT SERVICING THE BUILDING MUST HAVE AN ELEVATION OF AT LEAST 14.0'
2.0' = 16.0'.(PBOPOSED BOTTOM OE BAND = 16.1')
Signatur� eL1 ! :.::' IV 7j uate
£SS '�. 4- ❑ Check here if attachmer
SECTION E - BUILDING ELEVATION INF N (SUR Y REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Item 1- 5. If tj�eq�ate isinter�led to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items El-E4, use natural grade, if avail le. cI�`th ur�r>�nt d. In Puerto Rico only, enter meters.
El. Provide elevation information for the following a apprp tQ.bo o show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LA BUAYX ,,
a) Top of bottom floor (including basement, crawl • • h`�Co • �_. ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement, crawlspa o ❑ feet ❑ meters ❑ above or ❑ below the LAG.
�loe
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 ❑ below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ 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 managemen
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 State ZIP Code
Signature Date Telephone
Comments
❑ Check here if attachmt
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 and G9.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect wt
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 BFE) or Zone AO.
G3. ❑ The following information (Items G4-G9) 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 (PR) Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum
G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum
Local Official's Name Title
Community Name Telephone
Signature Date NOV 13 2012
Comments
DCM WILMiNGTON, N,

Charles F. Riggs, P.L.S. L-2981
James A. Lewis, P.L.S. L-4562
Kenneth E. Johnson, P.L.S. L-4925
Corporate License (C-730)
CHARLES F. RIGGS & ASSOCIATES, INC.
Land Surveyors
502 NEW BRIDGE STREET
P.O. Box 1570
JACKSONVILLE, NORTH CAROLINA
TELEPHONE: [phone]
FACSIMILE: [phone]
E-MAIL: riagslandebizec.rr.com
Date: November 9, 2012
Wilmington Office:
101 Scotts Hill Loop Road
28541 Wilmington, N.C. 28411
[phone]
To: Mr. Jason Dail
Division of Coastal Management
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive
Wilmington, North Carolina 28405
Re: Myers Minor CAMA Application
Dear Mr. Dail:
On behalf of Stuart Myers and wife, Bonnie Myers, Charles F. Riggs & Associates, Inc. submits
for your review the enclosed Minor CAMA application for their property at 748 New River Inlet Road,
Stump Sound Township, Onslow County.
Respectfully,
{y(.�
?James L. Riggs
r-
RIVE
NOV 13 2012

Charles F. Riggs, P.L.S. L-2981
James A. Lewis, P.L.S. L-4562
Kenneth E. Johnson, P.L.S. L-4925
Corporate License (C-730)
CHARLES F. RIGGS & ASSOCIATES, INC.
Land Surveyors
502 NEW BRIDGE STREET
P.O. Box 1570
JACKSONVILLE, NORTH CAROLINA
TELEPHONE: [phone]
FACSIMILE: [phone]
E-MAIL: rip_eslandabizec.rr.com
Wilmington Office:
101 Scotts Hill Loop Road
28541 Wilmington, N.C. 28411
[phone]
ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to Stuart L. Myers and wife, Bonnie K. Myers at 748 New River
Inlet Road, Stump Sound Township, Onslow County, North Carolina. Stuart L. Myers and wife, Bonnie K.
Myers propose to construct a single-family residence with decks, drives, and pool as illustrated on the enclosed
plans. This residence will be provided sewer service from Pluris, Inc. and water service from ONWASA. All
areas of environmental concern have been evaluated by the North Carolina Division of Coastal Management
and these areas have been identified on the enclosed plans.
The State of North Carolina Division of Coastal Management does not require a response, however the
State does consider no response to be no objection. If you do wish to respond or if you have objections,
please state them in the space below and return this form in the addressed, stamped envelope provided to
Charles F. Riggs & Associates, P. O. Box 1570, Jacksonville, NC 28541.
Please check the appropriate space for your response.
I have objections to the proposal.
I have no objections to the proposal.
Signature
Print or Type Name
Telephone Number
Date
RECEDED
NOY 13 2012

U
I
0-
a.
to
12
0
N
N
0
N
L6
0
0
0
SEA DUNES
COURT
SITE
i
i
i
Cvq i
NIP
I VICINITY SKETCH
NOT TO SCALE
TAX ID
775C-4
REFERENCES
D.B. 3731, P. 669
M.B. 32, P. 141
M.B. 45, P. 166
OWNERS
STUART L. MYERS
do WIFE
BONNIE K. MYERS
TITLE SOURCE
D.B. 3731, P. 669
ZONED R-20
70NING SETBACKS
FRONT = 30'
REAR = 10'
SIDE = 10'
S52'13'18"W
15.84'
EI EIR
R/W
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY LEGEND
IS LOCATED IN FLOOD ZONE "VE" WHICH EIP = EXISTING IRON PIPE (FOUND)
IS A SPECIAL FLOOD HAZARD AREA AS EIR = EXISTING IRON ROD (FOUND)
DETERMINED BY THE DEPARTMENT OF HOUSING AND EMN = EXISTING MAGNETIC NAIL (FOUND)
URBAN DEVELOPMENT, COMMUNITY PANEL NUMBER EPK - EXISTING PARKER—KALON NAIL (FOUND)
370466 3720428700J. NOVEMBER 3. 2005 SIP = SET IRON PIPE
SIR — SET IRON ROD
THIS PROPERTY IS NOT ELIGIBLE FOR SMN - SET MAGNETIC NAIL (CONTROL CORNER)
FEDERAL FLOOD INSURANCE AS OF 10/Ot/83 SPK - SET PARKER—KALON NAIL (CONTROL CORNET
R/W = RIGHT OF WAY
[EXISTING
NY WETLANDS LYING SOUTH OF THE =CENTERLINE
GRAVEL DRIVEWAY AS SHOWN ONMBL a MINIMUM BUILDING LINE
.B. 32, P. 141 ARE NON EXISTENT TODAY X7.2 =EXISTING SPOT ELEVATION
LINE
LENGTH
BEARING
L1
27.59'
N57'42'30"E
LINE TABLE
ATLANTIC OCEAN
NMP S60'0214411W 72.00'NMP
APPROXIMATE MEAN HIGH WATERLINE
CAMA FLAG
NO DATE
U7
Cn
LOT 5 oi
ro
ADJOINER'S DWELLING
[V
M
_ _
_ roE of DUNE
FLOOD ZONE " VE '
7. - ---'-
(EL=15.0'+2')
r
'a
°
CAMA FLAGS
A NO DDAAT4
N
N
CAMA FLAG
NO DATE CAMA — FIRST. LINE OF STABLE
,� — NATURAL VEGETATION
Y
—
3
—
— —
10
—TO P OF DUNE m
APPROXIMATE FLOODLINE
4—
COVERED
—� GAZEBO
`
=1R
Q:
7.8' rof of p(jNE—�
EIR
00
.
3
�
o
0
LOT 3
60' SMALL STRUCTURE
OPEN SLAT DECKING /"
— ' CAMA S`E—TBA( K
1,, �
30':
ROPOSEDco
iFE
POOL
N
'''
N
1r
z FLOOD ZONE "VE'
r
(EL=14.0 +2 )
14.8'1
• 16.4
1148 ::
yo
46'
_ DECK$ — . —
—
— — - — - — - — APPROXIMATE FLOODLINE
PROPOSED x
DWELLING 71 a
u
DRAINAGE UTILITY k ACCESS
fe
—16" EAVES M w'6
EASEM N , M.B. 45, . 166
�
x 6.6' o
i
4
25.7'
FLOOD ZONE " vE"
HEAT PUMP DECK
r
N
POgqRCH
(EL=13. 0'+2')
RESTS 0.2' UPON
8 ' L
20.3_ -J
qq
§ z
U1 �+
o g
S60'12'01 "W
1
30'
MB
—
�
_
- ---
WOOD TIMBERS
CONCRETE
16' PRIVATE DRIVE
�n
ro
DRIVEWAY
TYP,
S55'19'27"W _
9.02'
EIR
47.71'
N.C.S.R. 1568 -
NEW RIVER INLET ROAD
o EXISTING GRAVEL M
DRIVEWAY
r — — — — — —-
-— — — — — — — — —
— 1 LANDSCAPED
DIST
EIP 35.01' EIR
AREA
5 '
EIR
N 56'15' 07'
E EIR L1
TELEPHONE
°N
o PEDESTAL
44.55'
�N
W W
w
W m
O (n
W
w
cn
M' 46.13'
m 26.31'
'
6.0
56'48'10"E
N56'48'10"E
NMP SMN
SMN
BENCHMARK
10"E @EIR
N57'30'25"E
— ——797.90
:A INTERSECTION OF
;EA DUNES COURT do
NOTE NEW RIVER INLEI KUil
60' R/W (ASPHALT — PUBLIC) BENCHMARK: SMN NEW RIVER INLET RD.
ELEVATION: 6.0' — — R/
VERTICAL DATUM: NAVD 88
LOT 4 VERTICAL DATUM OBTAINED WITH TOPCON GRS
R /W USING N.C. GEODETIC CONTINUOUS OPERATING

R
NOTE
PROPOSED DWELLING & 16" EAVES
2806 Sq.Ft.
PROPOSED COVERED GAZEBO
= 100 Sq.Ft.
PROPOSED POOL WITH 12" NOSING
= 568 Sq.Ft.
PROPOSED DRIVES & PARKING
= 722 Sq.Ft.
PROPOSED TOTAL BUILT UPON SURFACE
= 4196 Sq.Ft.
TOTAL LOT AREA
= 24315 Sq.Ft.
PROPOSED BUILT UPON AREA
- 17.3%
LLQIE
PROPOSED DWELLING & 16" EAVES
= 2806 Sq.Ft.
PROPOSED COVERED GAZEBO
= 100 Sq.Ft.
PROPOSED POOL NTH 12" NOSING
= 92 Sq.Ft.
PROPOSED PERVIOUS DRIVES & PARKING = 0 Sq.Ft.
PROPOSED TOTAL IMPERVIOUS SURFACE = 2998 Sq.Ft.
TOTAL LOT AREA
24315 Sq.Ft.
PROPOSED IMPERVIOUS AREA
12.3%
Of
0
i7
o
o
w
V),
O w
i
GV
APPROXIMATE MEAN HIGH WATER LINE
FIRST LINE OF STABLE NATURAL VEGETATION
0
GO f1U w
^ aQ
o0
a-
a
(n z_
a'e
OU
w
-4&--aa
CAMA 60' SMALL STRUCTURE SETBACK
of
w
lA J
00
al
oa
X
(L
EDGE OF ASPHALT
N.C.S.R. 1568 -
NEW RIVER INLET ROAD

o MaebiltConstruction i4f
�f <<��,�j�aMyers Residence Front Elevation�t.��48 New River Inlet RoadRear Elevation4 Allen Engineered Solutions, P.c, t I �;r� ; '•North Topsail Beach, NC v • P.O. Bm 840. Ham ,We , NC 28443 "�•" PIwM(YtO)BlB-B00]
spy 13 2&
fs-', nfi WILMINGTON, NC

m
-III'IIIIII-IIIII�IIIIIIIII�
JA

I lIZ1111111111111111 1111,,: 11N, WO 11211",,_
a
0
0
m
0
0
v
5
Maebilt Construction
Myers Residence
748 New River Inlet Road
Ground Floor Plan
First Floor PlanIjlP�ft1
/j
i tllrli� �i��t ti g
o I (l 1tl ! it
i I� 1''i1i m
11 $ A
,j
North Topsail Beach, NC
"�;
I
� Allen Engineered Solutions, P.C. I �
,i P.O. Box 940, HMp~,NC28443
Ph— (810) 606B007
NOV 13 2012
I)CM WILMINGTON, NC

12'-0' 99'-0' 10-0•
35'-0• 14'-0•
_
Y6' TVV 76•
_ _ _
Y
r_ _ _
I
1
I
_ _
_ _ _ _ _ _
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _
�
R
N
I
I
N
�
I
6• 9'4' 9
„r
H
s-4r e'-o• m'--r
4
a 'y
PMI Y+ -10'
y
!s iC
o p
►.
k
4
1
r+
S____
f w
____
t
y
'
Z
W
�
4
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 _ _ _ _
3'-9' '6• 9'6' 3'$
R
7r-w 14'6•
1
_. - _ BB Aul rirnM1. nulaln '
o FNw
on
esidence Second Floor Plan N _ @�P rP a
®
ver Inlet Road Third Floor Plan "` ail Beach, NC "• tir' Allen Engineered Solutions, P.C.
s"'' P.0. 9or 940,H paWad, NC 294/3
N Ph—(910)SW-M7
NOV 13 2012
®CM WILMINGTON. NC

6 ;J
o p
O
C
I—
(n
C Cn
Z
b
99 Cut truceva r�u�K �
Maebilt Construction /' i • .•• w (tIj(j' �(►;i pp 'r
Myers Residence ?�
748 New River Inlet Road Roof Lines , - ' �i
`sy� Allen Engineered Solutions, P.C.
North Topsail Beach, NC °• ' P.D.Sw040;H o ee ,N �3
N w..
NOV 13 2012
QCM WILMINGTON, NC

Foundation Plan
NOTE: Drive All Pilings Supporting the House to a verified
structural capacity of 20,000 Ibs per the Notes on the SD Pages.
Drive All Pilings Supporting Decks or Porchs to a verified
structural capacity of 12,000 lbs. If these capacities are not
achieved during installation, contact us for further consultation.
(1) Simpson PS218 Strap
11 X4x6PTper end with 5/8' HDG Bolts
nd Washers. Space as shown:pad ,Pr ,� 118b•oOr HjLt DelalCann.
rw• �• ur AYnr.lLsscerr,rY,y. sb�a
10
NDO Nt]B r "vt vin SIB' Bob
X BRACING 2 Detail rd.PMVW.Vdblri,aal--P-Y.
Denoted on plan by
Breakaway Wall Detail w/X-Bracing 2
Stab: 1W -1'
(Yb I'er fAn
Strut b X6Mq r Mn 12' RT
em yr
`
wr snrar,y
b Xaragm41,.
.nrsrc m.no , wts
M"PT &riq
rm pYtlr br m.,�,rtlrl Ml
Blow b tMPbt eMbrr rI wX b
nMb'e eaY
Or.k rrr. 9rtlM0 Y,n m
Term h4lb
X4YrYp
a,rlq tetra, 4,PMhb
YbawYnW
1R N!a a" Gr
O 4errlon
Td,M eolnn a, m bumaum
Mm m,wale,m. u9M „� smr
n�m.. rHe,.a"esewxpourtm
Note: This detail is intended to illustrate the Breakaway wall
construction around X-Bracing 2. For specifics on X-Bracing 2
refer back to X-Bracing 2 detail.
X BRACING 4 Detail
Denoted on plan by X-BRACING 4
3/4' dia. HDG Threaded Rod X-Bracing
war
21
m
BOTTOM
NOTES: 7U
1.TyM,vb url tryt Retlgpm u,p,veUm mripe,v.EebwnYtMYra. W.4rCY wtr
d.YYE b btlt n "o
2 Ca" al Eebi vaEa Calmetlbr xM dmmmn nrbnrt
1 r'nY bteJd mE tld Y N,rrl M mite0 MP a mebeb b Y,IYa tn,ametl
{. f:ouplr. rr alrrt b ha.dtl and r bnp r by vr.hrgb nut bb vnr>NYlrrr,Yb
r b tlXa.Y.E m1
ererr
(1) Simpson PS218 Strap
4x6 PT per end with 5J8' HDG Bolts
Brace and Washers. Space as shown:
8 PT
ng
a u Mpr Atgb
Pill
1j
0�1
kill
MDG HL]S r.l,"w1 pll SIRIIrB�SYlpa
K Bracing Detail
Denoted on plan by
I
SCALE 1/4' = 1'
s,q.ema.wsasas so f
- Vz
c O
CIO z
i o�
O
N 9 �
A—
IM 0
�p� G
;` np
3 SFAL
i�
0211451
w
q 5,iz
C
ca
0-
C
O
C
7
ll.
L
" U
C o Z
m
Cf _
2 C
s- CID C to
C CO
UO N _
� > rq
m 0.
0
ccaZt
2 M 1--
S1

-n -0
—n U)
�aM��'w�$���39.�� Ap�p��aM�3Y8�
�m��mBPRu� mSRe.3��2 Sii•'o�6'e�9$ogP'?�3R 3ya$B
$ R 36 @9R iLgggg rm p$
3�6ja8�3`PEEa�
Qm� vdS gb'g��8 6a sR i a2, �sos°� nz�� � xs
z�6amS m� ms� HE
'
pR =N�53 ga P
P ® ® �fr.. ' t ji Q m
Maebilt Construction w`�w !*� i' I�
Myers Residence Girders yi ��j ri' fj;i }�} .
w ` 48 New River Inlet Road First Floor Framing 4� fl r'it`F a
o ' J 9 y a N ��. PJlen Engineered SoUlons, P.C. f �i (H i
North Topsail Beach, NC 5 �. P.O. so.MG, N.mp.Wd,NC25443
Pt-.(91O)E96B007
RECEIVED
NOV 13 2012
DCM WILMIN TON, NC

First Floor Walls
Second Floor Framing
Y SYP l2 PT
,I BIB PW SD
wwaii rrannng
vein anu L.umM! .
SCALE 114" = 1'
swlw me.Yr a.9. so
E]nERpR WALLS:
2.8 SPF a2 STUDS
rrr...r eO1CaU..w'rr..aw�`i lirrnm
.ra�ew+:.rw..r.rwrrrrr
aIS- D.C.U.N.O.
_
9-11?Wx.WN1 MBWf
�wrr wrywrrr`r`
a.balrrr �urw Mr...r.w
e
INTERIOR WALLS:-
2x4SPFa2STUDS
y
SYP a2 PT Pml-
..�...o....
�.�.9
WALL BRACNO
�rqY
rrrs.r.r
r.�r• yr.rr.rrrrr...Y.Y
ItlbPerso"P)
a
..errs u�r.r arr.rYrrw
r� .:� .w�warr.w�,rrrw.
ti
00�
:--'
LLI
—TALL WALLs
r r
i
m 3 g
m�e
LAJ
LOAD TRANSFER
�—rw `r'i.e err .+i°a9i.. Yrw.wro.r
EXTERIOR SHEARa.-wr
WALLS
r"�'.r..y aw:rwr."i�r+a
�rr�e�.`�rrrr{»rwbyyr
a
gnER10R SHEAR
raY.wn-war.r� uf�o.Mawawn W.rb.4
Ob br.�ukr n..Ywr..Y�Fe1w..
r.,rwwY. �rati.r.wrwebrawPY
�P 4—q
N
FIRST FLOOR WALLS
FOR STORY
�.�.wr.wab'cer.`n+"w`or�.er.bra
i
STRUCTURES
rr�arur�amia.
+` ryyrr-r"rrpa M.�ar.vr,.awaya
"V
Window Header
Details and Legend:
Elmerlor Door and Window Haadm
laW
IMWr
Jeclt 86ade
q�. Sam
H1
(2)2.10SYPa22
1
2
��tarnaty$
H2
(2)2x108YPl2
2
2
H3
r2)1314x91H"LVL
2
3
cal.olioL -
2.6 Web
H4
(2) 2.10 SYP 82 B. Bern
1
1
'9A'
HS
(3)2x10SYPa2aelr WDW
2
2
He
(3)1314x91MLVL
2
2
C
BOY Basm Headw Cnahuellon:
rew. w.a.. mnr ar.era.�rnr.x+o.wr
(A
Yrr.rrr rs� rwlwrcrq.rbr.
3: LL
arubri.e.. �r war.ar0a
InWor Hsadars
0 L
,rwelrrwwrar.Yr.Y.arr..r.w. rprww
_C
`i.a wnlxrrri✓•bnr.sr"ars rra irwrrrbb.r
..wa. w..rrrr. �rwY.r.rrwYrr.ar u.mr.rr
_Q
� lL
rM.rrw
Wnweaan rlrmYq{er.w
.�
`
LL
rr.w..wrrw-w�rrrw-r PaMlV
LVL Beam Notes:
aa))
U)
1.LVLBrwlwbw,r.4Fre.eaaL},ar.ama. M. AnrmbawRw.l
LV L awe e. wd rr er s oaa e. ara, ..bw
2 LVLBrwobMYWlr4prMnrxYLxe<armonambetloeu. Be sbem
ar,watl. LVL berir Fre,.„re8pl..n naaq ap.dumn. FR{PY LVL
b..,.a1Tlr.rrbravebw.,awMb.9.wrY.awF.C. sa.
� �%
C OZ
aVL .err a. brne. wRmam�
Q.
3 N LVL bam.ne b have a nirvnaen beaYg of 3 12' u.bae rMN W,Rwim. V.M
L
')
f. LVL b..b bare R,•CrtVa�db^a 46 wN mebrnahY n.w ml Oer.gmmY
)edb (41? 6ernrmj`m bob a . a. Ofyn Bluranr nr. 31atl., Rb'met elm be
U U
{j � m
bea./n.e tladah Ibv..,.e waua m tl. mune.tlon.
{. Nbrmmb-m m.relo,r x.m wwnn be.a n.q..b.e m. u,.awlduav
y m
C y
9w.bl. m.arW arr.a
0 > H
.. Lo C
Wood I Joist Floor FraminiR
g Notes:
Aleb b.Vl../l.bla.ule, e. p.. a.b 3R'pSBw
T
PV N.c aprRal Tep.&M EV.r IMalhembbM p.rCw
C Z
20.ibbbrbMRrR.Tr,ea Saua.m Valow P`. r1.2 RD.mr RaOx
Sb...tl .p.riN.icw on pbn
CC
C G OD 0
Z
S FbRpbb xe b D•.pec.E prtle nau.fei9.ea r,xvmaabMbe R.ess ofliabm
.reE m ma p.nx AES. �a tT O.C. N.bq RiaY u<.uc ae areas Tlu
b.ieY arr aWRrr.n b mrbr OOR pMamaro.Tr,.r.daq a flag pier
.peuq. a.a®n b.r•mreR.bl. elle2 AESb�wl re.pRrbl. bOarbmx.a
ldYed haw sutl, r aalW�.Va..r. R Il.or mveiq la.m.
{. AES. �emmi.,Irr,a1.M bnibr mr n.y r Iowa m rmeave In me I�{iue m
W h.n.eJ vxn Pwn.. Y..bx anibr.
S 3
s.mraaraa.laaraul.mewabrbwmab...Raayrar,busame. rn.
aTt bYbP.Yrl.M rwabn bwVw YpuaM laW-mawb M1paa Potlem.
e.Nrrlmw.ol°...bn'nw'aaa,a.de°°ey m.IJd. ArnAm.Y.
). N aualblAa, b b mbm vim e..PCembl. NC Ra.1E.e.1 Cab. and bml md.
COPYRIGHT 2012
U
z
Z
0
z
Z
U

Second Floor Walls
Third Floor Framing
r Post
D (rYP)
w/ Bob Per SO (TYP)
LVL
1. LVL Brrtb YM 0er1 rraA Pier deslT Me m P.Y.50. Any mCe ypeseC
LVL mry d 1W ,yt nib arareb ere drlptvela
2 t]wt,_.haeNLttV.L(.VLJL.L VmBm,Lmbs/1otL�Jn,V.Ym,lML..an.ftarrY.Weta.wrVwPrrL lnmsEDPwa.a.tlmArt.arebaAtYlmmstY r�boDmbb raretlma nrtlt.Ee tr2nWwmmbxryewr.wamwe
lmerttrderpe.nnaydWwrmn] oNb. 1Yro!s.YtnemYrs bmobantaW1lmlremYde rNmbebnm,edwaa.MlanrWeN asa naaM aWOr1StrearPrbBybM1a.tl
trgLrtwV
b.—
jb la 117gF m r3
beNa—os ae rl
a. d sa.m wtesa
N]btll ,rb
re r
m twtr raatedtar am m w wm. estt nrgr atmd ya m. eoaartm.
Sr , W rr b tivt eperalryt.
Wood Truss Floof Framing Notes:
,. rloor J A P Stu rrer..mt d E s snow.. tn. Plrr bm w• Ose a
PMwnoa APA Reeed Smt61-Fina2l of Ensure 1 TBG. msWb9m u m ba paM
rntrtam,ma remmmmbatba. Be sure m:,sbu me attaybeda as itum,aee by tM
m.n�aa,ra.
z oedr J¢im r b x Preae�re rreatm soemern vww a:te aaz s bam7 erase
Slxe aM syarn9 shvsm m pan.
J. Fber maces ere b be sPa<C pa Vn manc�lven remrmtrbatlas wlen
WterwvsmW mme porn. nre ertaearam aasorrtr rebmtvtler nos
Perfmnrtm whm aNetling a hoot truss sluang. as'A ran stars a mui0a'ade eaeG
AE3. o rbr respatibe M Iaamnnan¢ mates Issues suds r MaflPrt saumb, a
Moor mvaCry iesuev
1. AE3. remrtnrande mr airy hvttba mat mry Da egtoaeC b rrabDae b tlr aa.s b
d armed wen Ixesete Deama twmr.
i Tiaa CPcrnvrr Cos mr eCCrms welt YNrbt iauea n mY aaYtb9 Cr1e TM
mrrm b m oar arena awtmn m wrr irrvbn im,®a m awia Dm,e PPDtrtr.
6. N �h aomaaorss are b ne bryre r pcfteC Dv me buss enrubcDaa.
]. N mrmrtllm h b mMrm aiD Yre IaOaC ens w-.t.r.w i...rb...w.
SCALE 1/4' = 1'
Stprei m deW1b papa Sp
U
IL
c
0 U
f/Y a
9
m
m
CC o
W b
m a.
Q
1. Fbor Jaya w 2r10 BYP IR ®18' O.G taasaa Mrwb nob0 wW Ya• OSB a
Pywoa APAPftn 2a ¢Ey&n eeTi Irya pa CebY
o,pbbbs
sfrovm on Ytb Fanedor P. ma NCB-. AESbrraapvebbfa IPad¢n+t.ts ratabe
suit r NDrauoe sWealo, w aoa medn9
2 Oedr Jdsb ate b De Pressure 1reale0 SPIMen Yeaow PYts or tl2 or Dena grace
Stec and spaorg shown on nlan.
�a"pM URo, ♦s
3. AES. recwnmabs mat airy lumber test may b sapmed b moe0ae b tlb bran b
De karnrb wan Pressure trvateC benpr.
¢ SFAL
. or suv arty eete4 Tire
3 Y23a61
mbanor u b PaY I ao auentun puIo wales Inletlon at P b or Wd Prl1YR
i Allwneaw arve t nargra.mebat m. rpaoYmabgarer
b
W
spedneC b an NCAC aM use l,, ,n elm m peYe 50 dtNe dormrK pP ttl tr
�mtw'
r�—
im m a�tmr- u,e r000�aarDt: rx°t�"nra tay�cme.b bat me.
rewtre
q -s-
Deck Attachment Detail
16' Deck Joist Span Maximum
Sty yr-T
s cateaA>E `�
r.ra w � czar
Ard.nrtrP. '�
Dana nr vdld•�
Fl°as�.t.°saran aPro.w
oaeaee � m
Sou Ftr+y = �
erebrt syeaa IeDyeYMjaabr � .
WLDrra rinse prprdoerban E
CeK pare add NoCi9 ((3
a a• O.C. b as iar
Vie Mn Drid Q (L
The deck o m be adedted to the home by u IN &8. 9
HDG Belle with nuts and washers at 16. O.C. atd 3 L.L O
mesa of 12d HDG nose at G O.C. Stagger the bulb ere
m— as Poseibb wMle observing a 2 1,7 minimum (.L
edge disbax far the bells in the house aM deck band -0
Atleoh b eoYd traming, a minimum of a singb 2x ar LVL L)
a) L
Deck End Joist Detail U ~
(2)Zx PT BaM R U
Leery C O Z
(d) 18d GaN. Nab O Q- _
U
C N C T
N N m
I. VL Gird. N =
Co Ou¢ide band is to nail to dock baM with (a)1fid HDG ... N Ow.
Nails as shown. Inside DaM o m be notrifed m bear on — 0
the 2xPT Ledger
This derail Is onty for dear rid pot cases wills no Z f
addttonal loads. CC) p
>SSYi
�tl� Fi
Ix.
_N
N
C`M
a
O

$
eeAc�rude
Myers Residence
e wa ma
_� ®���|�.|�
p«F�ewm§ / |\ ^
Roof Framing
®
�/
H
�§
e�748N_
N«h»@k�&%NC
�,�7 y\� _n _\su,��|�||
}
®
" ~ /216441
�!
V ) ] 2012
DCM M%M|NGTON,NC

/;-, Piling House Wall Section
eew.rr
Deck Attachment Detail
'""'" ,a web,am mbsrt
o.db m r ended m w natl
n0hitl9 b/a ligwdtl Otrbbw
mums. ump Sa' m roc lab r
�.tewr,.ep,r o.e etl3 ^+�
W 114 albee nose Mro.c.
.aeewbee, ma,im crags
mr«e trboes b 21?.
General Elevation for Piling Depths
and Elevation Standards
Not To Scale
Generic House - Not Actual House
NOTE: Builder is to verify that all
ear elevation standards have been met
Builder is to embed pilings per the
specification shown below.
Elevation Standards
INC Code section 4504.1 - The lowest shuctun it
mamber axduding pilings and bracing supporng
Me lowest habitable fle inter coastal high hazard
arse and ocean hazard area, shad be ele2ted
above Me tale flood ele,vabon. Comma is to
r very that no nth« kxal or.mM laws m uim any
bM« elevation s,andard.
Vary Cunmt Finabaard Requirements •'
r
rre
Design Flood Elevation
Free Board Per Local Code
.m. Base Flood Elevation
Average Original Grade
setr
r
Wise
re
General Legend
Trills ls a general legend. Oder specific
synlbda may b , described m, each page.
Exterior 2.4 Load Beanng Well - - - - Shear Wall As Sp—fisd
Interior 204 Non -Load Beenng Wax a pdrg As Spedfled
> Interior 2.4 Load Sainng Wall -- Footing Aa Spaafled
Beam In Floor Systam p "0 Hanger AS Specified
eersa= Piling Foundation Girder ® S-P As Specified
KNEE BRACE Detail
bye �.r
Denoted on plan by-
a.ti Bali
.�wp wr�b
�r'� Yr �a �^"��m"nlara�ootlrr�
or.ve.r �
L�ltlsrarootl,itlar.
seueer,aa a•
ads sammbe�wM�—ems'
er
�� e�� m�xvrx°r1°a'ez'rionTG�xx¢Mxts.
��1.4
PT
w.er�rer
Knee Brace
F1T W PT
Piling
rear I II I I I II
... 19 Below Lowest Grade - All Pilings are to have an embedment of at least 16' bebw grade per project V-Zone Certificate.
Exlrir (P1 Ply Glider De1e1 Interior (21 PN Girder Dahe Ge,rl F.—V Loeeebtr
wets eem ton sox retie rreip
rr w:w`.r� �.r.•...�.
ter.
rbsYrlr"I,retrYCrr►.r~
O.Obnrx0eii,
reaer
rrYrrr� r [�InW�Flea Lwae Dare
Enrb(MMYGtrdiaDelY hblr(3l MY Girder DalYl Vey.
e.rrer
--a— A M
-r Nrw��+siOei rn��+etrr ��
rtlrlM°Irrti e°�"
see+playnee "�'
coca
Exterior (4) PH Glider DeW Interior (41 Ply Gwen Detail
wi,eu `rsrr r
r �
Rvw+a nA 4dew. eYNra ter"-�_
weermemb�rd�iw, �
rabrrperae �� y`��
W Pr Pell Taoism! comer Detail /eYtler Mean:
®aRoe Ceders oelse
wed t. vide 4 bsplices, center silica on piling and
I r'l agtrn Piterr,ee prAt ovide 4-bearing f«each beam. DmNeUta
boding and strapping.
a 2. AN bolta are m have oversized HDG wxsnem
smmrs,e,mree on eon, eM «a piling strap as shown.
3. Cut pidn9 awl l,ss JeanlY and ur,AormlY. Da
- tltl — rid overaut «avmxNh pilings. Do not —drill
peamea r� helm.
(1) Simpson PS218 Strap
q>og PT per end with 5/8" HDG Bolls
Brace rid Washers. Space as shown:
W PT
Plltng r
UseAXe,ab HL 3s 0eW r -I g a SIM,
IDG HL35 es shown wM Sre' aar
X BRACING 2 Detail Iry lwmg moo sail era not wet p,parl
Denoted on plan by
Deck Piling Splice Detail
Scale 1" - 1'
Beet Oprme-No Ring Splice Spdae Det.il - If Necessry
Splirx Between
Middle Two soles aid
depth ad beer,
-Deck Level Da* Leeal—
4'x 31'x 3/1F HDG
(2) 5WO HDG Strap ava,lable horn
sobs w/vx anrs Scads Hill HaNvara
vim (6) 5I6"m HDG
Botts el wa4ie,s.
In sdddng dads piling bollons where ,nano is a deck beam. use the details above.
The best option is to have a continuous piling wM no splices. If Whoee are rmcvsary,
notch amund the beam anti add are silica as shown at mid depth of ,lie been. Add a
4' x 31' piling strap as shown wM (6) belts a9 shove. Make all cuts dean ar,d avm to
provide full and aired beanng between the upper and leer« pilings. Use splices only
wtmro nemwry and not at each dear level. O,he optional details that may be
approved Include had lapped and bolted spike details ma arisen have.
SCALE 1/4" = 1'
sualsd b der liage w
?tea F 4Q4'S'4
/ SEAL a
a2aC5
e+
U
c 00 Z
o m
r
7 m m to
� •O C m
C ca
U4WDj •0
w
G
M2Z
2 Go
SD
COPYRIGHT 2012
CV
O
GV
O
Z
z
U
ON

u should have all building site criteria defined.
following:
surveyor to survey your building site. This
s to determine if the site is suitable for the
should include current flood zone information
show the buildable area after setbacks,
s known, we recommend that you have the
iec k for any possible issues.
rou have your surveyor pin the comers of the
built in the proper location. We recommend
i items for you, even if this is not a specific code
t you consult with a Geotechnical Engineer and
completed for all building projects. This report
assure for the site. For piling houses, this
ions and allowable design piling loads for the
sign for the project based upon the values
e may not require a Geotechnical Report as
vide a Geotechnical Report, we will use the
sf for shallow foundations. For deep piling
1 pilings to a 20,000 lb capacity. We will use
ngineering for this project. We also presume
long term support without excessive settlement
to be completed by the Gectechnical Engineer.
igineer, then you are assuming all liability for
:sponsible for any settlement or differential
HIGH WIND ZONE
CONSTRUCTION DETAILS
USE THESE GENERAL DETAILS ALONG WITH THE SPECIFIC DETAILS
SHOWN ON THE STRUCTURAL PLANS. MAKE SURE TO MEET OUR
SPECIFICATIONS AND ALL APPLICABLE CODE REQUIREMENTS.
N.C. ResMential Comt,, o*M IP
High W M Areas (110, 120,130 ffph)
rprr:.�ar�r,
ryy"pd�',ypry rYer Pl�rr
N.C. R—.ntW Construe In
High WIM Areas (110, 120,130 mph)
WALL FRAMING:
s, such as crawl spaces, install the footing
1. Walls Under V-1 112" Tall - We consider walls that are T-1 12" or shorter to
e footings should be installed on undisturbed
be our standard wall framing. For these malls, you may use 2x4 SPF #2 Studs @
er described above. Foofings installed on any
16" O.C. as a minimum specification. Of course, you may upgrade these walls to
eotechnical engineer. The footing depth shall
2x6 studs for better structural and insulation value performance. See our specific
I be dry and stable at the time of the concrete
wall details on our structural plans for more information.
her the structural notes in this plan and per all
2. 10' Tall Walls - For this wind area, we recommend making the switch to 2x6
studs at the 10' mark. 2x4 studs may be allowed by code, but we feel that the
lateral load performance may be marginal and not worth the risk.
e to be installed to the specifications of our
3. Over 10' Tall Walls -The N.C. Residential Code requires that walls over 10'
apacity for each house piling. We recommend
tall be engineered. On our structural plans, we specify the stud sizes for walls
rate capacity should be 60,000 lbs. This
over 10' tall. If you have a wall over 10' tall without a specification, please call us
n components. The piling installer should drive
for further information.
or other pile driving apparatus. The piling
4. Balloon Framed Walls - The N.C. Residential Code requires that wail studs
. If the specified capacities are not met, please
are to be continuous from the lateral support at the floor system to the lateral
II not tighten up and gain capacity while being
support at the roof or ceiling. We generally specify walls at cathedral ceilings as
A be addressed. Do not place a house on a
balloon framed walls to denote this. Make sure to never build a wall with a hinge
or construction joint in the studs.
5. King Studs - We specify the amount and type of king studs at all window
openings. Please make sure to follow this specification.
ecific details should address the majority of the WINDOWS:
Illowing are some additional items to consider.
o be transferred vertically to the foundation in a 1. Mulled Together Windows - We generally recommend against using mulled
shall have their loads transferred through
together windows. We have observed that single unit windows have performed
el, install a stud post block that is the size of the
better over time and against lateral bads. If you prefer mulled together windows,
we generally will go along with twin windows with a total width of 6' or less. For
loads should be transferred from floor to floor
windows bigger than this or triple windows. we recommend using stud pockets and
I panels between joists under the LBW above to
single windows.
i short piece of the floor joist being used, such
2. Stud Pockets - From the structural perspective, we recommend 6" stud
pockets between windows. This allows for individual headers and better lateral
is, we strive to design floor systems that meet
load resistance. If requested, we will specify 3" stud pockets with a continuous
er, floor performance is a personal and
header. This is a more technical detail requiring additional strapping. If you are
,quests for improved floor performance, please
using 3' stud pockets, please follow our details precisely.
hprove floor performance, we recommend using
3. Protection - In some of our areas, window protection is required by code. For
rake sure to install floor sheathing properly. In
this you may use approved impact resistant glass, protective shutters, or other
ks as specified by the truss manufacturer.
storm protection. Discuss the options and issues with your builder prior to picking
which type of protection for your window and door openings.
ANCHORAGE NOTES:
SCALE 14" -'
1. The N.C. Residential Code specifies that "Exterior walls of structures in the 120 and 130 mph
zones shall be anchored to the footing..." All builders building residential structures in these
_
wind zones should be familiar with the code specifications in Chapers 44 and 45. The purpose
N
of this section is to expand on these code requirements with our general recommendations.
O
2. There should be a continuous anchorage load path for all houses in the high wind zones.
CV
This load path should include the following areas:
A. Crawl Space Foundation - Crawl space foundations are anchored to the continuous
•—•—d-•
t`�
footing below grade. The foundation anchors should be installed continuous from the footing to
the double sill plate as shown on our plans and per code requirements. At that point, the double
wall plate acts as the connecting element for the foundation anchors and the structural wall
�® U
>
sheathing. Generally the 1/2" wall sheathing attaches to the double sill plate with two rows of 8d
nails @ 3' O.C. Staggered.
a
o
Q
B. Piling Foundation - The 8x8 Pilings are generally anchored to the ground with the piling
'_ z "
skin friction and the concrete footings. From there the girder is connected to the pilings with
P' -6 a
bolts and piling straps as specified. At this point, the 1/2" structural wall sheathing attaches to
2 U) a
the girder with four rows of 8d nails @ 6' O.C. Staggered.
!_ m o
C. Walls - The walls are generally anchored using the 12' structural sheathing. This
o 0
a
sheathing is generally attached with 8d nails @ 3" O.C. at all edges and 12' O.C. intermediate.
a
Lu
All panel edges are blocked with 2x4 blocking and the sheathing attaches to these blocks with
two rows of 8d nails @ 3" O.C. Staggered. Care must be taken to locate structural sheathing
breaks at least 12' away from all construction joints. This is to allow the structural sheathing to
a
bridge the construction joint and tie everything together.
D. Roof - The wall sheathing generally continues to the double top plate and attaches
with two rows of 8d nails @ 3. O.C. Staggered. Then the roof rafters or roof trusses anchor to
the double top plates and wall sheathing with hurricane anchors. The roof truss anchors are
G
R%N_
sized per the uplift value shown on the sealed truss shop drawing. Roof rafters are anchored
per the values shown in the N.C. Residential Code. Common hurricane anchors in our area are
; � e
s
Simpson MTS 12 Twist Straps and H10 Hurricane Clips, but you should size your anchors
�a +
specifically for your application. For stick built roofs, use (2) MTS 12 Twist Straps for all hip
beams and valley beams for anchorage.
This summary explains the general anchorage methods for our area. There are many other
n 5.(2-
methods for anchorage such as continuous threaded rod, etc. These may be substituted if
'1-
properly designed by a qualified design professional.
3. All exterior walls should be treated as walls that require continuous anchorage. Also, some
interior walls that carry roof loads must be anchored as well.
4. All porches should have a continuous anchorage load path as well. This load path should
extend from footing to roof continuously as described for the house.
mraaPnlr $
MOISTURE INTRUSION AND CONTROL:
1. General - Moisture intrusion protection is the responsibility of the builder. We feel that this is a
very important issue. We recommend that the builder do the best job possible in this area. Make
cn
sure to properly flash all possible moisture intrustion areas. Please consider the following items
when coming up with your own plan to protect against moisture intrusion.
2. House Wrap - If house wrap is used, make sure to install it per all manufacturer's
-p
C
requirements. Make sure that the chosen wrap is compatible with the siding to be installed. When
0O
appropriate, we prefer 301b. felt paper that has been carefully installed. Make sure to lap the joints
properly and attach properly.
L '-
3. Window Flashing - Make sure to pay careful attention to the window installation and flashing
0)
as this is a high potential area for leaks. Install flashing per the manufacturer's recommendations
=
and per the best practices known by the building contractor.
C
4. Avoid Too Tight Construction - If you build a building perfectly fight, you may create a
O
situation where if moisture gets in, it can't get ouL Make sure to leave a drainage plain for any
U
moisture that gets behind the siding. Also, avoid plastic vapor barriers on the inside of wood
—
framed walls as this can cause a place for moisture to stop and condense.
5. Moisture Damage Prevention - If there is a potential for moisture damage in the future, you
C rop Z
should take measures to prevent it To do this, we recommend using a Borate Treatment for
untreated wood. Some pest control companies apply borate treatments, such as BoraCare, to
s
framing in place. You can also purchase borate treated lumber from lumber suppliers.
0 C )
6. Crawl Space Areas - In our moist environment, crawl spaces can cause moisture problems if
N 'O `
00
conventionally vented. We recommend using a sealed crawl space with a dehumidifier or
CO: (D O —
conditioned space. The builder or other subcontractor is responsible for the design of the crawl
X ro n
C
space system.
,... N a
AVOIDING MOISTURE DAMAGE 1N PILINGS:
ca 2i Z L
1. Treatment at Cuts - Al pilings should be Southern Yellow Pine pressure treated with CCA
00 p
treatment to a treatment of at least 0.8 pd. Any location where the piling has been rut or
Z
damaged should be treated with a site applied preservative, such as Cuprinoi Green #10 Wood
Preservative.
2. Treatment at Holes or Concrete Contact - Where pilings are in contact with collar footings or
grade beams with embedded rebar, there is a Potential for moisture damage. To prevent damage
D
to pilings, treat any holes or areas of concrete contact, particularly at grade level, with coal tar
roofing cement meeting ASTM D5643 (See AWPA M4-06 for more treatment details). Another
COPYRIGHT 2072
option is using Osmose Cop-R-Plastic Preservative and OsmoShield Wrap System for Protection.
U
z
Z
Q
i�
Z
J
U
Q