NTB_12-17_ Turbeville

�F 3-VY 20Z2
Issued by WiRO
North Topsail Beach
M\�
CAMA
MINOR DEVELOPMENT
PERMIT
NTB12-17
Permit Number
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 Terry Turbeville authorizing development in the Ocean Hazard (AEC) along River Drive, in North Topsai
Beach, Onslow County as requested in the permittee's application, dated June 26, 2012, and received by DCM on June
25, 2012. This permit, issued on July 16, 2012, is subject to compliance with the application and site drawing dated
received June 25, 2012 (where consistent with the permit), all applicable regulations and special conditions and notes
set forth below. Any violation of these terms may subject the 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.
(1) All proposed development and associated construction must be done in accordance with the permitted work plat
drawings(s) dated received on June 25, 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 all
completion of work.
RECEIVED
DCM WILMINGTON, NC
(Additional Permit Conditions on Page 2)
JUL 2o2012
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
modification not covered under this permit, require further written permit
approval. All work must cease when this permit expires on:
December31, 2015
(/ Jason Dail
CAMA LOCAL PERMIT OFFICIAL
127 Cardinal Drive Extension
Wilmin ton, NC 28 5-3845
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

Name: Jerry Turbeville
Minor Permit # NTB 12-17
Date: July 16, 2012
Page 2
(5) The structure(s) must set back a minimum of 60 feet from the first line of stable natural vegetation, as determined by
the DCM, the LPO, or other assigned agent of the DCM.
(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) 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.
(9) All pilings shall have a tip penetration greater than eight (8) feet below the lowest ground elevation under the
structure. The deck shall be constructed independently from the residence and shall be structurally detached.
(10) 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 vegetatatively stabilized (planted and
mulched) within 14 days of construction completion.
(11) 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.
(12) The total floor area of the permitted dwelling shall not exceed 1,250 square feet, as stated in the permit application.
RECEIVED
DCM WILMINGTON, NC
JUL 202012
SIGNATURE: DATE: (3 �

LocalitytL
' ` L'See
-ram'
Ocean Hazard Estuarine Shoreline
GENERAL INFORMATION
LAND OWNER
CZ5�L Permit Number r y ry /0) —) I -
ORW Shoreline
(For official use only)
Name 'l J R(S-t- V k t, t,CC--
Address Co to 3, 2 V-
City C LA �n-ro •-� State
,--�C—
Email P'-, �: ' 3 -3 k Q�, '*- A OL ,
AUTHORIZED AGENT
Public Trust Shoreline Other
Zip X1Sa"1 Phone 9 �0k — Q'1 l— 4SIS
Name �'?-' ,a a `'l VC) G L R-A-T (�(
Address t Co (o(p--?, �t W \�A l
City i't A /K P S -r" er—A 7 State [J C— Zipa� q 3 Phone
Email le- t -J'atl rrL, OM +- % rs C, .
LOCATION OF PROJECT: (Address, street name and/or directions to site. If not oceanfront, what is the name of the
adjacent waterbody.)ACRorS F--2o^- Oc-*-A., o-a 12,��2 �R. 1­4 r'oR; }{ i dPfArt- eke
DESCRIPTION OF PROJECT: (List all proposed construction and land disturbance.) Qu"� t trZ`!
SIZE OF LOT/PARCEL: (a , 000 square feet . a8 acres
PROPOSED USE: Residential (Single-family Multi -family ) Commercial/Industrial Other
COMPLETE EITHER (1) OR (2) BELOW (Contact your Local Permit Officer if you are not sure which AEC applies
to your property):
(1) OCEAN HAZARD AECs: TOTAL FLOOR AREA OF PROPOSED STRUCTURE: 1a`� 0square 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 i sued 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:fdlrt.
JUN 2 5 2012

APPLICATION FOR
CAMAMINOR
� DEVELOPMENT
PERMIT
In 1974, the North Carolina General Assembly passed the Coastal Area Management Act
(CAMA) and set the stage for guiding development in fragile and productive areas that
border the state's sounds and oceanfront. Along with requiring special care by those who
build and develop, the General Assembly directed the Coastal Resources Commission
(CRC) to implement clear regulations that minimize the burden on the applicant.
This application for a minor development permit under CAMA is part of the
Commission's effort to meet the spirit and intent of the General Assembly. It has been
designed to be straightforward and require no more time or effort than necessary from
the applicant. Please go over this folder with the Local Permit Officer (LPO) for the
locality in which you plan to build to be certain that you understand what information he
or she needs before you apply.
Under CAMA regulations, the minor permit is to be issued within 25 days once a
complete application is in hand. Often less time is needed if the project is simple. The
process generally takes about 18 days. You can speed the approval process by making
certain that your application is complete and signed, that your drawing meets the
specifications given inside and that your application fee is attached.
Other permits are sometimes required for development in the coastal area. While these
are not CAMA-related, we urge you to check with the Local Permit Officer to determine
which of these you may need. A list is included on page two of this folder.
We appreciate your cooperation with the North Carolina Coastal Management Program
and your willingness to build in a way that protects the resources of our beautiful and
productive coast.
Coastal Resources Commission
Division of Coastal Management
a
y
❑
r�
RECEIVED n
DCM WILMINGTGN, NC- r�
JUN 2 5 2012 ❑ o
7

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 it-Q.Q-A �a g�tv�tic , see Deed Book a-O`E?i
page k%� in the 0v4s%.ow County Registry of Deeds.
an owner by virtue of inheritance. Applicant is an heir to the estate of
probate was in
County.
if other interest, such as written contract or lease, explain below or use a separate sheet & attach to this 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)
(1) cat sS�. -t- A �� Cot �.s - G cz ��( C��.�,��.- �y.. DX r,o.. ,,.-f 4401 L-4
r
(2) �cz�c.� CA r-�P3�� \7-'�� sw a��t you. R 1�-t9r►� FL
(3)
(4)
ACKNOWLEDGEMENTS: DCM WILMINGTON, NC
I, the undersigned, acknowledge that the land owner is aware that the proposed development is plaAhN f2r in4 g 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 D U day of -S-u a * , 20 4 Z
Landowner or person apthorized tp act as his/her agent for purpose of filing a CAMA permit 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 made payable 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 administrative action.

SITE DRAWING/APPLICATION CHECKLIST
Please make sure your site drawing includes the following information required for a CAMA minor development permit.
The Local Permit Officer will help you, if requested.
PHYSICAL DIMENSIONS
Label roads
Label highways right-of-ways
Label local setback lines
Label any and all structures and driveways currently existing on property
Label adjacent waterbody
PHYSICAL CHARACTERISTICS
Draw and label normal high water line (contact LPO for assistance)
Draw location of on -site wastewater system
If you will be working in the ocean hazard area:
Draw and label dune ridges (include spot elevations)
Draw and label toe of dunes
Identify and locate first line of stable vegetation (contact LPO for assistance)
Draw and label erosion setback line (contact LPO for assistance)
Draw and label topographical features (optional)
If you will be working in a coastal shoreline area:
Show the roof overhang as a dotted line around the structure
Draw and label landward limit of AEC
Draw and label all wetland lines (contact LPO for assistance)
Draw and label the 30-foot buffer line
DEVELOPMENT PLANS
Draw and label all proposed structures
Draw and label areas that will be disturbed and/or landscaped
Note size of piling and depth to be placed in ground
Draw and label all areas to be paved or graveled
Show all areas to be disturbed
Show landscaping
NOTE TO APPLICANT
Have you:
• completed all blanks and/or indicated if not applicable?
• notified and listed adjacent property owners?
• included your site drawing?
• signed and dated the application?
• enclosed the $100.00 fee?
• completed an AEC Hazard Notice, if necessary? (Must be signed by the property owner)
FOR STAFF USE
Site Notice Posted Final Inspection Fee Received
Site Inspections

jFA
�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Braxton C. Davis
Governor Director
July 16, 2012
Kenny Vollrath
16663 Hwy 17
Hampstead, NC 28443
Dear Mr. Vollrath:
Dee Freeman
Secretary
Attached is CAMA Minor Development Permits # NTB12-17, for Terry Turbeville, for work to be done
along River Drive, in North Topsail Beach, Onslow County and CAMA Permit #SC12-11 for Tom and Suzanne
Kelly for work to be along Neptune Place in Surf City, Pender County.
In order to validate these permits, please sign both copies of each permit as indicated, for our records.
Please retain the gold copies for your files. Please sign front and back pages of the white copies then
return to us within 20 days of receipt, in the enclosed, self-addressed envelope.
These are not valid permits until they are signed and returned to our office.
Thank you for your prompt attention to this matter.
Sincerely,
<Saun �Siimpson
Permit Support Technician
Enclosures
cc: WiRO files
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Cmml nnnnrhinlfv 1 Affi—fi— A,fl— r-1....
One
NorthCarolina
Natllniffil

AFFIDAVIT OF PUBLICATION
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
CAMA MINOR PERMIT NOTICE
Before the undersigned, a Notary Public of Said County and State,
Pursuant to NCGS 113A-119(b), the
North Carolina Division of Coastal
Management, an agency authorized
to issue CAMA permits in areas of
Keith Raffone
environmental concern, hereby
gives NOTICE that on June 25, 2012
Terry Turbeville, submitted a com-
Who, being duly sworn or affirmed, according to the law, says that he/she is
piete application for a CAMA permit
to construct a single-family dwell-
ing on River Drive, in North Topsail
Beach, Onslow County. The applica-
Controller
tion may be inspected at the ad-
dress below. Public comments re-
ceived by July 14, 2012 will .be con-
of THE STAR -NEWS, a corporation organized and doing business under the Laws of the State of
sidered. Later comments will be
accepted and considered up to the
North Carolina, and publishing a newspaper known as STAR -NEWS in the City of Wilmington
time of permit decision. Project
modifications may occur based on
further review and comments. No-
CAMA MINOR PERMIT NOTICE Pursuant to NCGS 113A-119b, the North Carolina Division
mice of the permit decision in this
. matter will a provided upon writ-
of Coastal Management, an agency authorized to issue CAMA permits in areas of
ten request.
environmental concern herebygives NOTICE that on June 25 2012 Te Turbeville
Jason Dail, Field Representative
Division of Coastal Management
submitted a c
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
was inserted in the aforesaid newspaper in space, and on dates as follows:
61291x
And at the time of such publication Star -News was a newspaper meeting all the requirements and
qualifications prescribed by Sec. No. 1-5 G.S. of N.C.
Title: Controller
Sworn or affirmed to, and subscribed before me this 'A nG dayCTA'gy
A.D., dL0 /1 _ z G
r r - E es ony Whereof, I have hereunto set my hand and axed n� ]n affixed ffic lithe day aro
year aforesaid. C'
JUL 07 2012
D(,'M WIl.MMGTON, NC
Notary Public
My commission expires day of , 20_ MY COMMISSION EXPIRES911P32
Upon reading the aforegoing affidavit with the advertisement thereto annexed it is adjudged by the Court that the said
publication was duly and properly made and that the summons has been duly and legally served on the defendant(s).
This day of
Clerk of Superior Court
MAIL TO:

No)�I�ItJI:
AMA PERMIT
APPLIED FOR
.• , - the
• - •
COMMENTS ACCEPTS® THROUGH Judy 14, 2012
APPLICANT: FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
Kenny Vollrath for rem Turbeville NC Div. of Coastal Management
16663 Hwv 17 127 Cardinal Dr. Ext.
Hampstead, NC 28443 Wilmington, NC 28405
Jason Dail, Field Representative
910-796-7221

NQ=��
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue Braxton C. Davis
Governor Director
Jun_ , 2012
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Turbeville Minor Public Notice
Kyle: Please publish the attached Notice in the Friday, June 29, 2012 issue.
Dee Freeman
Secretary
The State Office of Budget and Management requires an original Affidavit of Publication prior tc
payment for newspaper advertising. Please send the original affidavit of the published notice to Melisse
Sabastian, 400 Commerce Avenue, Morehead City, N.C. 28557 [phone].
Please send the original invoice and a copy of the affidavit for payment to Shaun Simpson at Division of
Coastal Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226.
Paying by Credit Card (number on file with Elsa Lawrence, Ref acct # 796-7215). Please send a fax 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 oui
Wilmington office.
Sincerely,
Shaun Simpson
Permit Support Technician
Enclosure
cc: File Copy
Michele Walker - DCM
107 r'—A l nr;„o ��f IAAI ,;.,,,+— AID`')AAl1F 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 on June 25, 2012, Terry Turbeville, submitted a complete application for a CAMA permit to
construct a single-family dwelling on River Drive, in North Topsail Beach, Onslow County. The
application may be inspected at the address below. Public comments received by July 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 Representative
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]

. OCEAN.HAZARD AEC NOTICE
._ e;
Project is in an. "� Ocean Erodible Area _ "High Hazard Flood Area" Inlet Hazard Area
,., ' t r,-� Cz---1 v
Property Owner:
Property Address: ` 6� R'✓� �. -rot'°
Date Lot Was Platted:
This notice is intended to make you, the applicant, aware of the
special risks and conditions associated with development in this
area, which is subject to natural hazards such as storms. erosion
and currents. The rules of the Coastal Resources Commission
require that you receive an AEC Hazard Notice and
acknowledge that notice in writing before a permit for
development can he issued.
The Commission's rules on building standards. asanliont
setbacks and dime alterations are designed to minimize. but not
eliminate. property loss from hazards. By granting permits. the
Coastal Resources Commission does not guarantee the safety of
the development and assumes no liability for future damage to
the development. Permits issued in the Ocean Hazard area of
Environmental Concern include the condition that structures be
relocated or dismantled if they become hilminentlN threatened
h,Whanges in shoreline configuration. The structure(s) must be
relocated or dismantled within two (2) years of becoming
imminently threatened. and in any case upon its collapse or
subsidence.
The hest available information. as accepted by the Coastal
Resources Commission, indicates that the annual long -tern
average ocean erdion rate for the area where your property is
located is feet per year.
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years.
Studies also indicate that the shoreline could move as much as
feet landward in a major storm.
The flood waters in a major storm are predicted to he about
feet deep in this area.
Preferred oceanfront protection measures are beach nourishment
and relocation of threatened structures. Hard erosion control
structures such as bulkheads, seawalls, revetments, groins. jetties
and breakwaters are prohibited. Temporary sand Crags may be
authorized under certain conditions.
The applicant must acknowledge this information and
requirements by signing this notice in the space below. Without
t1X proper signature. the application c�,t toe complete.
Prop4tyOwner Signature Date
SPECIAL NOTE: This hazard notice is required for
development in areas subject to sudden and massive storms and
erosion. f ennits issued for development in this area expire on
December 31 of the third year following the year in which the
permit was issued. Shortly before work begins on the project
site. the Local Permit Officer must be contacted to determine the
vegetation line and setback distance at your site. If the property
has seen little change since the time of permit issuance, and the
proposed development can still meet the setback requirement,
the LPO will inform you that you may begin work. Substantial
progress on the project must be made within 60 days of this
setback determination, or the setback must be remeasured. Also.
the occurrence of a major shoreline change as the result of a
storm within the 6(Way period will necessitate remeasurement
of the setback. It is important that you check with the LPO
before the permit expires for official approval to continue the
work after the permit has expired. Generally, if foundation
pilings have been placed and substantial progress is continuing.
permit renewal can be authorized. it is unlawful to continue
work after permit expiration.
For more information, con
tact:
Local Permit Officer
Address
Locality
Phone Number
RECEIVED
DCM WILMINGTON. NC
JUG; - 't012
Revised May 2010

1. JOHNNY J. WIWAMS. PROFESSIONAL LAND SURVEYOR. CERTIFY THAT
THIS MAP WAS PREPARED UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION COMPLETED ON 05/03/12
FROM REFERENCES AS SHOWN HEREON; THAT BOUNDARIES NOT
SURVEYED ARE NOTED AS SUCH AND PLOTTED FROM REFERETIOS
AS SHOWN HEREON; THAT THIS SIPS SURVEY WAS PERFORMED TO
SECOND ORDER CLASS I F'GCC SPECIFICATDMS THAT CPS FIELD
PROCEDURES AND COORDINATES WERE OBTAINED BY NOS RTK
NETWORK ADAUSIIpNTS NAT THIS CPS SURVEY WAS PERFORMED
USING TRINIBIE SURVEY GRADE GGS UNITS: THAT ALL COORDINATES
ARE BASED ON N.C. GRID WORTH (HAD INN 2007 MLSTMENT).
THAT ALL DATA OBTAINED WITH CPS METHODS AS WELL AS
CONVENTIONAL METHODS ARE IN ACCORDANCE WITH A CLASS A
SURVEY AS DEFINED BY TITLE 21. CHAPTER 56, SECTION .1600 OF
THE N.C. ADMINISTRATIVE CODE; THAT THIS MAP WAS PREPARED IN
IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS MY ORIGINAL SIGNATURE. REGISTRATION NUMBER. AMID SEAL
THIS —DAY CF . 20_
JODNY J. WILLIAMS, P.LS. L-3170
1. JONNY J. WILLIAMS. PROFESSIONAL LARD SURVEYOR, CERTIFY THAT
THIS MAR REPRESENTS A SURVEY OF AN EXISTING PARCEL OF LAND AND
DOES NOT CREATE A HEW STREET OR CHANGE AN EXISTING STREET
AND IS THEREFORE AN EXCEPTION TO THE DEFINITION OF A SUBDIVISION.
JORNNY J. WILLIAMS, P.LS, L-3170
LEGEND:
El - EXISTING IRON PIPE
EIS - EXISTING IRCH STAKE
EPIC - E10STNG P.K. MAIL
ERR - EXISTING RAILROAD SPIKE
ECM - EXISTING CONCRETE MONUMENT
EMN - EXISTING MAC MAR
UPS - IRON PIPE SET
ISS -IRON STAKE SET
EMS - MAGI NAIL SET
SSS - SURVEY SPIKE SET
CMS - CONCRETE MONUMENT SET
AG - TOP ABOVE GROUND SURFACE
BG - TOP FLOW GROUND SURFACE
t = �TET�l�WAY
! - PROPERTY
LINE
NCGS - NORTH CAROINA .11C
SURVEY
-E--E--E- - OVERHEAD UTILITY LINE
O - UTILITY POLE
- a/.,Ml - I4RdWD Noll - MIT
ONSLGW COUNTY NORTH CARGUNA
I, ONE OF 'HE
OFFICERS FOR ONAOW COUNTY, CERTIFY THAT
THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS
AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR
RECORDING.
REVIEW OFFICER DATE
OMSLOW COUNTY MORN CAROLINA
THIS MAP WAS FWID FOR RTRATION AT
O'CLOCK _. M. dl THIS THEEOS—RAY
OF 25_
REGISTERED IN MAP BOOZE PAGE
REGISTER OF DEEDS
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BOUNDARY SURVEY AND
PRELIMINARY PLOT PLAN FOR:
NQTES:
TLRRT TNURBEVILLL'
I) THE PROPERTY SHOWN HEREON IS LOCATED WITHIN A
SPECIAL 100 YEAR FLOOD HAZARD AREA ACCORDING
���p������
TO FLOOD INSURANCE RATE MAP NO. 3720429WW
DATED NOVEMBER 3. 2005.
GRID TIES AND COORDINATES: L1YiLIrE2S[iYa
INDIVIDUAL TRACT ON RIVER DRIVE
2) ALL N.C. GRID DATA SHGYM HEREON IS BASED ON HAD 1963
OP NO. 200 - NORTH - 286.579.285 DEED BOOK 2048. PAGE M
(CONTROL WHINER) EAST - 2.498.191.338
TOWN OF NORTH TOPSAIL BEACH
2007 ADJUSTMENT USING THE NCGS RTK NETWORK SYSTEM.
LOT 6. NORTH TOPSAIL SHIRES
BLOCKS B, C. D. E. F. G h H
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, N.C.
3) ALL DISTANCES SNOW HEREON ARE N.C. GRID DISTANCES
PHASE R
UNLESS OTHERWISE NOTED.
SSS NO. 501 NORTH - 286.649.408 MAR BOO( 20. PACE 16
(�� TCORNER) EAST - 2,498,152.721
DATE: MAY 3, 2012
SCALE: 1' = 20'
a) COMBINED GRID FACTOR - 0.99994n
5) ALL UTILITY LINES SHOWN HEREON MAY HAVE EASEMENTS
AND RIGHTS OF ENTRANCE AND MAINTENANCE ASSOCIATED
✓0/YJYAY ✓. XfLL14" LAND SURNBY/ACG P.C.
WITH THEM.
P.O. BOX 778, BEULAVILLE, N.C. 28518
erall0ecr: TIFWcwu[ Twrv�elx-+Ina Ia
PHONE: [phone] FAX: [phone]
m "�1UR1p°01iY"
IWc nwEDIFNM
EMAIL : JMLUAMSOJWSURVEY.COM

Receipts for
Certified Mail
(Staple Here)
Sv,.,-r- 0;1ao 12,
Date
Ad1Iac nt Property Owner
17� S%^� AO-r" Av1c
ailing Ad ess
��o�,
City, State, Zip Code
Dear Adjacent Property:
This letter is to inform you that I, r tF-R--Aylzr3lc✓ram_ have applied for a CAMA Minor
Property Owner
Permit on my property at ' ✓49- 'i�OR. N. 'aeya i A4A in 0fJ I o , J
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 return
the enclosed no objection form. If you have any questions or comments about my proposed project, please
contact meat � �0S l7 - 05a,or by mail at 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:
RECEIVED
DCM WILMINGTON, NC
JUN 2 5 202
Sincerely,
'cRft,-, 7-.)lZ9-2:dI LX
Property Owner
to 10 DSe .
Mailing Address
C L ^ -Llo
City, State, Zip Code
Jason Dail, Field Representative
NC Department of Environment and Natural Resources
Division of Coastal Management for:
Town of Surf City CAMA Local Permit Program
127 Cardinal Drive Extension
Wilmington NC 28405

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Dear Adjacent Property:
This letter is to inform you that I, '- �` OZP-t V, 06 t have applied for a CAMA Minor
Property Owner
Permit on my property at �t3'� 12 ✓4z 3>2 �. �t'3rt e� 17 in d--� s �a'J
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 return
the enclosed no objection form. If you have any questions or comments about my proposed project, please
contact meat tcN "o Ska — O55 '5-- — ,or by mail at 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
RECEIVED NC Department of Environment and Natural Resources
DCM WILMINGTON, NC Division of Coastal Management for:
Town of Surf City CAMA Local Permit Program
JUN 2 5 2012 127 Cardinal Drive Extension
Wilmington NC 28405
Sincerely,
i Sc C� R`� i�J ct is � ✓ � �...L
Property Owner
(o%J 3.t-rC
Mailing Address
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City, State, Zip Code

Postage $
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I For an additional fee, a Return Receipt may be requested to provide proof c
delivery. To obtain Return Receipt service, please complete and attach a Retur
Receipt (PS Form 3811) to the article and add applicable postage to cover th
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IS Form 3800, August 2006 (Reverse) PSN 7530-02-000-9047

■ Complete items 1, 2, and 3. Also complete A. Sign
item 4 if Restricted Delivery is desired. X
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• Sender: Please print your name, address, and 1+4 in >
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ME

FUTURE
:HOMES
Modular Made
Easy!
R"1 '" h^X1 EL I )a «cam , authorize Future Homes and
any of its agents to apply for and pick up permits on my behalf for my
project at L_ - ,-,<
Buyer,
Date
J
Bu r Date
RECEIV EO
DCM WILMINGTON, NC
JUN 2 5 '1012
16663 US Highway 17 N., Hampstead, NC 28443
Phnne• (91(1)770-1'11'A Fax• (910) 770-9i91

U.& DEFARTMENT 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,11=*amoeCdiijow�e:
Al. Building Owner's Name Terry Turbeville Poky Number �.
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIL N=
River Drive
City North Topsail Beach State NC ZIP Code 28460
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
Lot 6, Block H, North Topsail Shores, map Book 20, page 16
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential
A5. Latitude/Longitude: Lat. 34-31-33.7 Long. 77-20-46.2 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 5
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) n/a 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 n/a within 1.0 foot above adjacent grade n/a
c) Total net area of flood openings in A8.b n/a 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 Onslow NC
B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zor
3720429800 J Date Effective/Revised Date Zone(s) AO, use base flood depth)
02/16/07 11 /03/05 VE 12.0
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)
B11. Indicate elevation datum used for BFE in Item B9: ❑ 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 ❑ 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, V1-V30, 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 NCGS RTK network Vertical Datum NAVD 1988
Conversion/Comments n/a
Check the measurement used.
a)
Top of bottom floor (including basement, crawlspace, or enclosure floor) 15.8
® feet
❑ meters (Puerto Rico only)
b)
Top of the next higher floor
n/a.
El feet
El meters (Puerto Rico only)-i EC E I V E
c)
Bottom of the lowest horizontal structural member (V Zones only)
14.1
® feet
❑ meters (Puerto Rico,00"A WILMINGTON,
d)
Attached garage (top of slab)
n/a.
❑ feet
❑ meters (Puerto Rico only)
e)
Lowest elevation of machinery or equipment servicing the building
14.1
® feet
❑ meters (Puerto Rico only) JUN 2 5 2012
(Describe type of equipment and location in Comments)
f)
Lowest adjacent (finished) grade next to building (LAG)
4.9
® feet
❑ meters (Puerto Rico only)
g)
Highest adjacent (finished) grade next to building (HAG)
5.8
® feet
❑ meters (Puerto Rico only)
h)
Lowest adjacent grade at lowest elevation of deck or stairs, including
5.6
® feet
❑ meters (Puerto Rico only)
structural support
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.)
understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a
licensed land surveyor? ® Yes ❑ No PLACE
SEAL
Certifier's Name Johnny J. Williams License Number L-3170 HERE

IMPORTANT: In these spaces, copy the corresponding information from Section A. ' ; Darnpew�►.(
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
River Drive F
City North Topsail BeachState NC ZIP Code 28460 COriNAiG
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.
Signature Johnny J. Williams Date 05/03/12
❑ Check here if attachmen
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-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
E1. 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, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ 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 ❑ 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 attachme
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 wh
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) DatD ECE I V E D
DCM WILMINGTON, NC
Local Official's Name Title
Community Name Telephone
Signature Date
Comments

Building Photographs
See Instructions for Item A6.
For Insurance company use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Policy Number
City State NC ZIP Code
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to
the instructions for Item A6. Identify all photographs with: date taken; "Front View' and "Rear View"; and, if required, "Right
Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page,
following.
RECEIVED
DCM WILMINGTON, NC
JUN 2 5 2612

Building Photographs
Continuation Page
Company Use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Policy Number
City State NC ZIP Code
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all
photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View."
RECEIVED
DCM WILMINGTON, NC
JUN 2 5 2M

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2012-01018 County: Onslow U.S.G.S. Quad: New River Inlet
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Terry and Angelina Turbeville Agent: Future Homes
Address: 610 Birkdale Drive attn: Kenny Vollrath
Clayton, NC 27527 Address: 16663 Hwy 17 N
Hampstead, NC 28443
Property description:
Size (acres) 0.22 Nearest Town N. Topsail Beach
Nearest Waterway Atlantic Ocean River Basin White Oak
USGS HUC 03020302 Coordinates 34.525995 N-77.346267 W
Location description: The property is located at on River Dr., approximately 180 ft. north of its intersection with New
River Inlet Rd., in N. Topsail Beach, Onslow County, North Carolina. Parcel #: 778C-135. h tL E i `% E D
Indicate Which of the Following Apply: DCM W1a MINGTON, NC
A. Preliminary Determination
JUN 2 5 '2012
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters of the U.S. including wetlands on your property have been delineated and the delineation has been verified
by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed
and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA
jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on _. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
X There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
their requirements.

Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Mr. David E. Bailey at [phone] /
David. E.Bailey2(&usace.army.mil.
C. Basis For Determination
The property contains only uplands. This determination is based on a field verification by David E Bailey of the U.S.
Army Corps of Engineers 6/13/ 2012.
D. Remarks
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by August 20, 2012.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official:
Date June 21, 2012
Expiration Date June 21, 2017
Copy furnished:
Joanne Steenhuis , NCDENR-DWQ, 127 Cardinal Drive Extension, Wilmington, NC 28405
RECEIVED
DCM WILMINGTON, NC
JUN 2 5 ,20

Kenny
From: Bailey, David E SAW[[e-mail]. mil]
Sent: Wednesday, June 13, 2012 3:20 PM
To: Kenny
Subject: RE: Follow up on wetlands determination for lot on River Dr. in N. Topsail (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Kenny,
I did get the information you sent. I also visited the site this morning. There are no
wetlands or other Waters of the US on the subject property. I will send a Jurisdictional
Determination document in the next few weeks. Please let me know if you have any
questions.
-Dave Bailey
David E. Bailey
Regulatory Specialist
US Army Corps of Engineers
CE-SAW-RG-L
69 Darlington Avenue
Wilmington, North Carolina 28403-1343
Phone: [phone]
Fax: [phone]
Email: [e-mail]<mailto:[e-mail]>
http://www.saw.usace.army.mil/WETLANDS/ <http://www.saw.usace.army.mil/WETLANDS/>
We would appreciate your feedback on how we are performing our duties. Our automated
Customer Service Survey is located at:
http://per2.nwp.usace.army.mil/survey.html <http://per2.nwp.usace.army.mil/survey.html>
Thank you for taking the time to visit this site and complete the survey.
-----Original Message -----
From: Kenny[mailto:[e-mail]]
Sent: Monday, June 11, 2012 1:26 PM
To: Bailey, David E SAW
Subject: Follow up on wetlands determination for lot on River Dr. in N. Topsail
June 11, 2012
Hi David,
I wanted to make sure you got the information I sent you Friday regarding the lot on River
Dr. in North Topsail Beach. Please let me know if you have everything you need or if there
is anything else that will help with your determination.
Thanks.
Kenny Vollrath
Project Coordinator
Office Phone: [phone]
Cell Phone: [phone]
<http://www.facebook.com/futurehomesnc>
<http://www.youtube.com/user/FutureHomesHampstead>

rviti+
"✓ou
Shear Wall Trubutary Length Detremination
No Interior Walls
HBS - 2550A (HBS01712)
Sidewal
Right
Ridg Endwall
Sidewall Length = 44 ft
Porch Length (Left) = 0 ft
Porch Length (Right) = 6 ft
Left Endwall Trib From Wall:
22 ft
Left Endwall Trib From Roof:
22 ft
Right Endwall Trib From Wall:
22 ft
Right Endwall Trib From Roof:
28 ft
�H CA
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5/14/2012
0RA13(o
Q H. SCOTTHgL o

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Wind Load Determination Worksheet
MWF Low-rise building ASCE7-05 Method 2
Wind Speed =
130 mph
Roof Slope =
5 /12
Exposure =
C
22.62 °
Mean Roof Height =
35 ft
Kd=
0.85
a= 9.5
Kn =
1
zg = 900 ft
KZ =
1.01
I =
1
qh = 37.14 psf
Building Class =
Enclosed Building
GCP; =
0.18
-0.18
" GcP; cancels -out on total building calcs
Load A - End Zone of Wall
1 E =
0.77
GCPf =
1.37
4E _
-0.60
A =
50.86 psf
Load C - Interior Zone of Wall
1 =
0.54
GCPf =
0.95
4 =
-0.41
C =
35.36 psf
Load B - End Zone of Roof
2E _
-0.72
2E load =
-26.70
3E _
-0.65
3E load =
-24.07
B =
0.00 psf
Load D - Interior Zone of Roof
2 =-0.45421
3 =-0.4669
2E load = -16.87
3E load = -17.34
D = 0.47 psf
I mat AD0;Q
a MAY 2 4 2012
H. SCOT MALL.

v. - }
One Story Shear Wall Wind/Seismic Analysis - No Interior Shearwalls
HBS - 2550A (HBS01712)
• \ J t [� ♦ design • tech • inc •
Wind Loads li
MWF MGT
Building Values
Wind speed = 130 mph
Exposure = C
Mean Roof Height = 35 ft
Wind load Areas A B C D
(psf) 50.9 0.0 35.4 0.5
A = End zone of Wall
B = End zone of Roof
C = Interior zone of Wall
D = Interior zone of Roof
roof angle = 5 /12
roof angle = 22.60
Wall Height = 8 ft
Heel Height of Truss = 6.25 in
Height of Roof = 5.73 ft
Left Endwall Shear Values
Area of End Zone of Sidewall =
Area of End Zone of Roof =
Area of Interior Zone of Sidewall =
Area of Interior Zone of Roof =
Total Shear Force to Endwall =
Right Endwall Shear Values
Area of End Zone of Sidewall =
Area of End Zone of Roof =
Area of Interior Zone of Sidewall =
Area of Interior Zone of Roof =
Total Shear Force to Endwall =
Sidewall Shear Values
Area of End Zone of Wall =
Area of End Zone of Roof =
Area of Interior Zone of Wall =
Area of Interior Zone of Roof =
Total Shear Force to Sidewall =
24.0 ft2 /side
34.4 ft2 /side
64.0 ft2 /side
91.7 ft2 /side
3527 Ibs
24.0 ft2 /side
34.4 ft2 /side
64.0 ft2 /side
126.0 ft2 /side
3543 Ibs
24 ft2 /side
8 ft2 /side
26 ft2 /side
28 ft2 /side
3523 Ibs
ORAD001
a MAY 242012
E H. SCOTT HALL v
Sidewall Length =
Endwall Length =
a=
2a =
Porch Length (Left) _
Porch Length (Right) _
Total Shear =
Total Shear =
Total Shear =
Total Shear =
Total Shear =
Total Shear =
Total Shear =
Total Shear =
Total Shear =
Total Shear =
Total Shear =
Total Shear =
44 ft
25 ft
3.00 ft
6.00 ft
Oft
6ft
1221 Ibs
0 Ibs
2263 Ibs
43 Ibs
1221 Ibs
0 Ibs
2263 Ibs
59 Ibs
1221 Ibs
381 Ibs
919 Ibs
1001 Ibs
5/14/2012

Seismic Loads
Seismic category = C
Sps = 0.5
Wall DL =
10 psf
Roof DL =
10 psf
Total W for seismic shear walls =
17000 Ibs
R =
6.5
CS =
0.09615
F, = 1634.62 Ibs
shear on endwalls = 817 Ibslwall
shear on sidewalls = 817 Ibslwall
Compare Wind vs Seismic for shear walls
Seismic Wind Wind with 1.4 reduction
Endwallj 817 13527 1 2519
Sidewalli 817 1 3523 1 2516
F. = 0
Controlling factors for shear wall panels Controlling factors for Uplift/Shear Forces
Endwall — — —> Wind Endwall -- — --> Wind
Sidewall --- > Wind Sidewall --> Wind
Determination of shear wall panel loads
Shearwall Design Left Endwall
Perforated or Segmented: S
Endwall Length = 25 ft
Wall Height = 8 ft
Length Length fof Full Height Sheathing (2:1) = 13.5 ft 1`i A D O O
MO MAY 2 4 2012
Co (3.5:1) = 1 L.
< 14.J``'`p'r'r HA L v
Co (2:1) = 1 L.
Total Force (wind) = 3527 Ibs
Total Force (seismic)'1.4 = 1144 Ibs
Load Taken to Shear Wall Segments = 261 plf " C
Uplift Force at End of Wall = 2090 Ibs r`14 CAHo
,, �OPo�.Ess�o��g9 •,
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5/14/2012

Shearwall Design Right Endwall
Perforated or Segmented: S
Endwall Length = 25 ft
Wall Height = 8 ft
Length of Full Height Sheathing (3.5:1) = 12 ft
Length of Full Height Sheathing (2:1) = 12 ft
Co (3.5:1) _
Co (2:1) _
Total Force (wind) = 3543 Ibs
Total Force (seismic) '1.4 = 1144 Ibs
Load Taken to Shear Wall Segments = 295 plf
Uplift Force at End of Wall = 2362 Ibs
Shearwall Design Top Sidewall
Perforated or Segmented:
P
Sidewall Length =
44 ft
Wall Height =
8 ft
Height of Tallest Opening =
7 ft
Height Ratio =
0.875
Length of Full Height Sheathing (3.5:1) =
35 ft
Length of Full Height Sheathing (2:1) =
35 ft
Percent Full Height Sheathing (3.5:1) =
80%
Percent Full Height Sheathing (2:1) =
80%
Co (3.5:1) = 0.63 from table in IBC/FBC
Co (2:1) = 0.63 from table in IBC/FBC
Total Force (wind) = 5591 Ibs
Total Force (seismic) '1.4 = 1816 Ibs
Load Taken to Shear Wall Segments = 160 plf
Uplift Force at End of Wall = 1278 Ibs
Shearwall Design Bottom Sidewall
Perforated or Segmented:
P
Sidewall Length =
Wall Height =
44 ft
8 ft
@RADC
Height of Tallest Opening =
7 ft
Height Ratio =
0.875
2 MAY 2 4 2012
Length of Full Height Sheathing (3.5:1) =
29.5 ft
Length of Full Height Sheathing (2:1) =
Percent Full Height Sheathing (3.5:1) =
29.5 ft
67%
a H. SCOTTH14uA
LL
Percent Full Height Sheathing (2:1) =
67%
C. (3.5:1) =
0.56 from table in IBC/FBC
C. (2:1) =
0.56 from table in IBC/FBC
Total Force (wind) =
6290 IbsVA
' CA
Total Force (seismic) `1.4 =
2043 Ibs
; PEssip0��q,'.
Load Taken to Shear Wall Segments =
213 plf
?:Qb 'lye
Uplift Force at End of Wall =
1706 Ibs
.9
EA
1
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5/14/2012

One Story Shear Wall Design
HBS - 2550A (HBS01712)
Summary of Forces
Shear Walls
Shearwall Required Design Left =
261 plf
Shearwall Required Design Right =
295 pif
Shearwall Required Design Top =
160 plf
Shearwall Required Design Bottom =
213 plf
Overturning Forces
Racking Load Left Side =
Racking Load Right Side =
Racking Load Top Side =
Racking Load Bottom Side =
2090 Ibs
2362 Ibs
1278 Ibs
1706 Ibs
a MAY 2 12012
Q H.SCOTTHALL
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10
5/14/2012
Sidewal To
LI
Right
Left
Endwall
Ridg
Bottom

Shear Wall Design
HBS - 2550A (HBS01712)
Left Shearwall
Shearwall Required Design = 261 plf
Thickness of Sheathing = 7/16 "
Fastener = .131 pd nail (studs at 16" o/c)
Edge Spacing of Fastener = 6 in o/c
Species of Framing = SPF
Sheathing on Both sides? One Side
Use 7/16 in sheathing One Side with .131 pd nail (studs at 16" o/c) at 6 in o/c edge spacing
Sheathing Capacity = 292.74 plf
Shear Wall OK
Right Shearwall
Shearwall Required Design = 295 plf
Thickness of Sheathing = 7/16 "
Fastener = .131 pd nail (studs at 16" o/c)
Edge Spacing of Fastener = 4 in o/c
Species of Framing = SPF
Sheathing on Both sides? One Side
Use 7/16 in sheathing One Side with
Sheathing Capacity = 441.98 plf
Shear Wall OK
Too Shearwall
131 pd nail (studs at 16" o/c) at 4 in o/c edge spacing
Shearwall Required Design = 160 plf
Thickness of Sheathing = 7/16 "
Fastener = .131 pd nail (studs at 16" o/c)
Edge Spacing of Fastener = 6 in o/c
Species of Framing = SPF
Sheathing on Both sides? One Side
Use 7/16 in sheathing One Side with .131 pd nail (studs at 16" o/c) at 6 in o/c edge spacing
Sheathing Capacity = 292.74 plf
Shear Wall OK
Bottom Shearwall P A 0 0
Shearwall Required Design = 213 plf (_ MAY z /, �U�Z
Thickness of Sheathing = 7116 " a 1
Fastener = .131 pd nail (studs at 16" o/c) Q W�SC��H�
Edge Spacing of Fastener = 6 in o/c
Species of Framing = SPF
Sheathing on Both sides? One Side
Use 7/16 in sheathing One Side with .131 pd nail (studs at 16" o/c) at 6 in o/c edge spacing
Sheathing Capacity = 292.74 plf
Shear Wall OK
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Roof Diaphragm Design
Roof Diaphragm
Top of BC of truss sheathed?' No
Diaphragm Required Design = 141 plf
Thickness of Sheathing = 7/16 "
Fastener = .131 pd nail
Edge Spacing of Fastener'*',5 = unblocked 6 in o/c
Species of Framing6 = SPF
Use 7/16 in sheathing with .131 pd nail at unblocked 6 in o/c edge spacing
Sheathing Capacity = 264.04 plf
Shear Wall OK
Blocking only required at 0 ft from each endwall
1. Design assumes 19/32" min sheathing of at least 1/2 of BC of trusses with .131 pd nails at 6" o/c
2. Load increased by 1.4 if seismic loads control to compensate for 1.4 increase in diaphragm panel
3. Nail spacing at other panel edges to be as follows
6" o/c if edge spacing is 6" o/c
6" o/c if edge spacing is 4" o/c
3" o/c if edge spacing is 2" o/c
4. Framing at adjoining panel edges shall be 3" nominal or wider and nails be staggard where nails are spaced 2" o/c
5. Roof sheathing is blocked unless stated unblocked
6. Diaphragm panels are reduced by 0.82 for SPF lumber
7. Per tables in ESR-1359
MAY 2 4 2012
H. SCOTTHAU a
P�H CARO",'
�OQ��EssrpGL9'
;� � NQ►NEEP���.�
5/14/2012

One Story Shear Wall Wind/Seismic Analysis - No Interior Shearwalls
HBS - 2550A (HBS01712) (min loads)
t
design • tech • inc
Wind Loads c L -
MWF MGT
Building Values
Wind speed = 130 mph
Exposure = C
Mean Roof Height = 35 ft
Wind load Areas A B
(psf) 10.0 10.0
A = End zone of Wall
B = End zone of Roof
C = Interior zone of Wall
D = Interior zone of Roof
roof angle = 5 /12
roof angle = 22.60
Wall Height = 8 ft
Heel Height of Truss = 6.25 in
Height of Roof = 5.73 ft
Left Endwall Shear Values
Area of End Zone of Sidewall =
Area of End Zone of Roof =
Area of Interior Zone of Sidewall =
Area of Interior Zone of Roof =
Total Shear Force to Endwall =
Right Endwall Shear Values
Area of End Zone of Sidewall =
Area of End Zone of Roof =
Area of Interior Zone of Sidewall =
Area of Interior Zone of Roof =
Total Shear Force to Endwall =
Sidewall Shear Values
Area of End Zone of Wall =
Area of End Zone of Roof =
Area of Interior Zone of Wall =
Area of Interior Zone of Roof =
Total Shear Force to Sidewall =
24.0 ft2 /side
34.4 ft2 /side
64.0 ft2 /side
91.7 ft2 /side
2140 Ibs
24.0 ft2 /side
34.4 ft2 /side
64.0 ft2 /side
126.0 ft2 /side
2484 Ibs
24 ft2 /side
8 ft2 /side
26 ft2 /side
28 ft2 /side
858 Ibs
ORAD001
0 MAY 2 4 2012
a H. SCOTT HALL.
C D
10.0 10.0
Sidewall Length =
Endwall Length =
a=
2a =
Porch Length (Left) _
Porch Length (Right) _
Total Shear =
Total Shear =
Total Shear =
Total Shear =
Total Shear =
Total Shear =
Total Shear =
Total Shear =
Total Shear =
Total Shear =
Total Shear =
Total Shear =
44 ft
25 ft
3.00 ft
6.00 ft
Oft
6ft
240 Ibs
344 Ibs
640 Ibs
917 Ibs
240 Ibs
344 Ibs
640 Ibs
1260 Ibs
240 Ibs
75 Ibs
260 Ibs
283 Ibs
CARp�'%
O , f S10 • iia,'',
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5/14/2012

Seismic Loads
Seismic category =
C
Sps =
0.5
Wall DL =
10 psf
Roof DL =
10 psf
Total W for seismic shear walls =
17000 Ibs
R =
6.5
CS =
0.09615
FX = 1634,62 Ibs
shear on endwalls = 817 Ibs/wall
shear on sidewalis = 817 Ibs/wall
Compare Wind vs Seismic for shear walls
Seismic Wind Wind with 1.4 reduction
Endwalll 817 1 2140 1529
Sidewall 817 858 613
Fx = 0
Controlling factors for shear wall panels Controlling factors for Uplift/Shear Forces
Endwall--------> Wind Endwall -- ---> Wind
Sidewall ------> Seismic Sidewall > Wind
Determination of shear wall panel loads
Shearwall Design Left Endwall
Perforated or Segmented: S
Endwall Length = 25 ft
Wall Height = 8 ft
Length of Full Height Sheathing (3.5:1) = 13.5 ft
Length of Full Height Sheathing (2:1) = 13.5 ft
Co (3.5:1) = 1
Co (2:1) = 1
Total Force (wind) = 2140 Ibs
Total Force (seismic) "1.4 = 1144 Ibs
Load Taken to Shear Wall Segments = 159 pif
Uplift Force at End of Wall = 1268 Ibs
IRADCO
a MAY 2 4 2012 �
H. SCOTT HALL o
"MUMM
--. 5114/2012

Shearwall Design Right Endwall
Perforated or Segmented: S
Endwall Length = 25 ft
Wall Height = 8 ft
Length of Full Height Sheathing (3.5:1) = 12 ft
Length of Full Height Sheathing (2:1) = 12 ft
Co (3.5:1) _
Co (2:1) _
Total Force (wind) = 2484 Ibs
Total Force (seismic) *1 A = 1144 Ibs
Load Taken to Shear Wall Segments = 207 plf
Uplift Force at End of Wall = 1656 Ibs
Shearwall Desiqn Top Sidewall
Perforated or Segmented:
P
Sidewall Length =
44 ft
Wall Height =
8 ft
Height of Tallest Opening =
7 ft
Height Ratio =
0.875
Length of Full Height Sheathing (3.5:1) =
35 ft
Length of Full Height Sheathing (2:1) =
35 ft
Percent Full Height Sheathing (3.5:1) =
80%
Percent Full Height Sheathing (2:1) =
80%
Ca (3.5:1) =
0.63 from table in IBC/FBC
Co (2:1) =
0.63 from table in IBC/FBC
Total Force (wind) =
1362 Ibs
Total Force (seismic) *1.4 =
1816 Ibs
Load Taken to Shear Wall Segments =
52 plf
Uplift Force at End of Wall =
311 Ibs
Shearwall Design Bottom Sidewall
Perforated or Segmented:
P
Sidewall Length =
44 ft
Wall Height =
8 ft
Height of Tallest Opening =
7 ft
D A A
A
Height Ratio =
0.875
�++ V O
Length of Full Height Sheathing (3.5:1) =
Length of Full Height Sheathing =
29.5 ft
29.5 ft
0
��� ` ?Q�[
(2:1)
a
Percent Full Height Sheathing (3.5:1) =
67%
IL
Percent Full Height Sheathing (2:1) =
67%
<II.SC07THALL 0fll
Co (3.5:1) =
0.56 from table in IBC/FBC
Co (2:1) =
0.56 from table in IBC/FBC
Total Force (wind) =
1532 Ibs
;`a�N CARD<
••..� �;
Total Force (seismic) *1.4 =
2043 Ibs—
�• _ p�.E6Slp
Load Taken to Shear Wall Segments =
69 plf
Eq
Uplift Force at End of Wall =
416 Ibs
'•',,'4FLG 10 ,.
5/14/2012

One Story Shear Wall Design
HBS - 2550A (HBS01712) (min loads)
Summary of Forces
Shear Walls
Shearwall Required Design Left =
Shearwall Required Design Right =
Shearwall Required Design Top =
Shearwall Required Design Bottom =
Overturning Forces
159 plf Z .,2
207 plf
52 plf
69 plf p))� i
IoG(�S Y�i��F �h ejf
Racking Load Left Side = 1268 Ibs
Racking Load Right Side = 1656 Ibs
Racking Load Top Side = 311 Ibs
Racking Load Bottom Side = 416 Ibs
MAY 2 4 2012 �
a H. SC07THALL
' 0r(t T-r
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41
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5/14/2012
Sidewal To
Right
Left
Endwall
Ridg
Bottom

LDING
r-vRl,r'1 ut IAIL
SHEAR WALL DETAIL
ELECTRICAL
ELECTRICAL CALC'S
DRAIN WASTE AND VENT
WATER SUPPLY
PLUMBING NOTES
ENERGY CALCS
FOUNDATION WALL NOTES
OFF -FRAME FOUNDATION
OFF -FRAME CROSS SECTION
ELEVATIONS
MECHANICAL
MP-5.OA
CAROLINA DATE:MP-5.OBOUT}i
[r2l"NORTH
CAROLINA DATE:MP-5.1MP-5.1.1.1
VIRGINIA DATE:
MP-5.3
MP-5.4
MP-5.4.1
MP-5.5
MP-9.0
MP-12.0
MP-13.0-13.1
MP-14.0
NORTH CAROLINA ADOPTED CODES:
NORTH CAROLINA RESIDENTIAL CODE, 2012 EDITION
NORTH CAROLINA PLUMBING CODE, 2012 EDITION
NORTH CAROLINA MECHANICAL CODE, 2012 EDITION
2008 NATIONAL ELECTRIC CODE W/2012 NC AMENDMENTS
m MAY 2 4 2012
Q K SCOTTHALL o
E.
FAY
ATTENTION LOCAL INSPECTIONS DEPARTMENT: gRwATE�
-SET-UP INSTRUCTIONS FOR THIS MODULAR ARE ATTACHED TO THESE PLANS. ANY PLANS SET
WHICH DOES NOT INCLUDE AN ATTACHMENT
/AC MAX ENTITLED "HOLMES BUILDING SYSTEM RESIDENTIAL MODULAR SET-UP INSTRUCTIONS ARE
INCOMPLETE.
NTH CAROLINA -IF THIS STRUCTURE IS IN A THERMAL ZONE MORE STRINGENT THAN LISTED ON THESE PLANS,
- 36. IS SET ON PILINGS, OR IS INSTALLED AT A MOUNTAIN REGION OR COASTAL HIGH HAZARD SITE
SUCH THAT WIND OR OTHER DESIGN PARAMETERS ARE INCREASED, THE DESIGN MUST BE
DETERMINED TO BE ADEQUATE FOR ACTUAL SITE CONDITIONS. ALTERATIONS MAY BE REQUIRED TO
_TECTOR BRING THE HOME INTO COMPLIANCE WITH THE MORE STRINGENT CONDITIONS.

NU UHAH IER
OBJECT TO
' _ _ II'L- vvc-r-nHwl, IJ LIMI IED TO 12 INCHES WHERE A
LADDERED SOFFIT IS INSTALLED. THE OVERHANG MAY BE INCREASED
TO 24
INCHES WHERE OUTLOOKERS ARE ARE FRAMED OVER A DROPPED ENDWALL
INTO THE FIRST RAFTER
OR TRUSS.(2012NC4506.7) SEE FIGURE 4506.7(A & B)
AS COASTAL
NSTRUCTED
12. ROOF SHEATHING ATTACHMENT: THE ROOF SHEATHING PANEL EDGES SHALL
BE BLOCKED
AND NAILED AT THE END TWO RAFTER OR TRUSSES SPACES
(2012NC4506.8) SEE FIGURE
4506.8
SHALL
EXCEPTION: THE PANEL EDGES NEED NOT BE BLOCKED WHERE
2x4 DIAGONAL BRACE'S ARE u17
FRAAMED
Ate.- Tnp n� u�
FROty, T „ O T, E
ENDWALL TO THE LATERAL BRACING AT THE CEILING
>MPLIANCE
13. WOOD FRAMED WALL CONSTRUCTION: WOOD STRUCTURAL PANEL SHEATHING
INCLUDING ENDWALL
RACING
SHEATHING SHALL EXTEND 12 INCHES BEYOND CON—
STRUCTION JOINTS AND SHALL OVERLAP GIRDERS THEIR FULL DEPTH.
RD AREAS
PANELS
MAY BE INSTALLED WITH FACE GRAIN EITHER PARALLEL OR PERPENDICULAR
TO STUD.(2012NC4605.3)SEE FIGURE
SSE FLOOD
4605.3(A & B). ALTERNATE APPROVED
METHODS ON THE DESIGN MANUAL MAY ALSO
APPLY.
_E 4505.5:
14. ALL METAL CONNECTORS AND FASTENERS OUTSIDE OF CONDITIONED SPACE
SHALL BE HOT DIP GALVANIZED
STEEL AFTER FABRICATION AND MEET ASTMA153.
EXPOSED METAL CONNECTORS, SUCH AS TIE DOWN STRAPS
ON PORCHES,
DECKS, AND AREAS UNDER THE STRUCTURE SHALL BE A MINIMUM OF 3/6 INCHES
THICK, AND SHALL BE HOT DIP
FABRICATION
GALVANIZED AFTER FABRICATION AND MEET
ASTM123 OR ASTM153. STAINLESS STEEL LIGHT GAGE
SPOTTED OR
METAL CONNECTORS
SHALL BE PERMITTED IN EXPOSED OR PARTIALLY EXPOSED LOCATION. METAL
CONNECTORS OF APPROVED
BORED.
EQUIVALENT CORROSION RESISTENT MATERIAL
MAY BE ACCEPTED.SEE TABLE4605.5(2012NC4605.5)
tiC4605.7)
=SS THAN 50%
15. INSULATION: INSTALLATION IN FLOOR IN BUILDING ELEVATED ON PILING
SHALL BE HELD IN PLACE WITH
:D, ALL PANELS
PLYWOOD WITH EXTERIOR GLUE OR OTHER
MATERIAL APPROVED BY THE BUILDING INSPECTOR.(2012NC4605.8)
AND 6 INCHES
_SS THAN 25% OF
'E WITH APPROVED
_cRT E.
ACING AT THE
OOF.(2012NC4506.3)
US, THE CEILING
G SHALL BE
)RDS AT BFOOT
ALL,
IftAbOC)
gar 2 4 2012
<H.s007rtWu
�� o9lH ,
\R
AWATE

-3 1 2"
11 1/4" 17r-7 3/
wc—
� � LL,83c
3
n F
m
(� a
n Ipe
" 127
I
' FILLER
LINEN
WC-3615
f--�-,/
IRAG I
J
LVING ROOM
Bt6� 15'-6"x11'-11"
I AREA=184.70 SO. FT.
REQ'D GLAZING AREA-14.77 SO. FT.
O REWD VENT AREA=7.38 SQ. FT.
ACTUAL GLAZING AREA-28.98 SQ. FT.
ACTUAL VENT AREA=14.67 SO. FT.
I
I
I
18'-11 1/4' 15'-11 3/4'
2 —11 1 / "
17'-7 3/4
1'� g
WC-3030
11CAR-
_
J836
KIT/DINING
D/W 17'-0"x11'-11"
AREA=196.72 SQ. FT.
Pe—,e REWD GLAZING AREA
=15.73 SQ. FT.
REQ'D VENT AREA
=7.86 SQ. FT.
ACTUAL GLAZING AREA
=19.32 SO. FT.
ACTUAL VENT AREA
=9.78 SQ. FT.
„, n n /^ri
OOq 5-4'
15'-11 3/4"
DOOR SCHEDULE
R.O.
EXTERIOR
38"x82 3 E
EXTERIOR
P24%80"
34"x82 3/8
INTERIOR
32"x82 3/8
INTERIOR
26"x82 3/8
72"x80" SG GLASS DOOR 74"x82 3/8
48"x80" BIFOLD
50"x82 3/8'
60"x80" BIFOLD
62"x82 3/8'
72"x80" ATRIUM DOOR
74"x82 3/8'
32"x80" EXTERIOR
34"x82 3/8'
20"x80" INTERIOR
22"x82 3/8"
— r.,
O
PORCH
O
ORADC04
m
a MAY 2 4 2012
H. SC07Th4u.
WINDOW SCHEDULE (FoR GLAZMG SEE 11)
R.O.
A 30"x6O" EGRESS
130 1/4"x60 1/4"
COLUMN SUPPORT
AO 2-2a4's
B 36"x6O" EGRESS
C
36 1 4"x60 1 4"
B 3-2.4•s
O
30"x36
D 30"x4O"
30 1 4"x36 1 4"
© 4-2x4'S
30 1 4"x40 1/4"
E 42"x34" BLOCK SAFETY GLAZED
42 1/4"x34 1/4"
F 30"x15" ROUND
30 1/4"O 1; 1/4"
G 30"x60" SAFETY GLAZED
30 1/4"x60 1/4"
H 46"x6O" SAFETY GLAZED
46 1/4"x60 1/4"
114"x68" SAFETY GLAZED
14 1/4"x68 1/4"
J 36"x6O" EGRESS
36 1/4"x60 1/4"
K 36"x62" EGRESS
36 1/4"x62 1/4"
L 30"x54" DORMER
30 1%4"x54 1/4"
;C E.
�AWATEi
AREA
1 st FLOOR
1100 SO. FT.
PORCH
150 SQ. FT.

5 LVL HEADER
H10A, CLIPS
NAIL QUOTA
')CS16 STRAPS W/(10) 10d
148) NAILS EACH END PER
-RAP.*APPLY STRAPS FROM
ATE WALL BEAM TO COLUMN
F- U L L
REQUIRED.
> vvtLL. 4x4 SYP N0. #2-" �
TREATED
TOE SCREW (2) N0.8x4 TOE SCRE
ECKI N G
RADCO%
MAY 2 4 2012 0
H. SCOTTHALL v
T E.
E(iED VleT-l"O'o,
WA
'� Q TD C A 77 71

THERE IS
DS TO BE
�S TO
IRAD001
MAY 2 4 2012
a
a H. SCOTTHALL vm

'ORS
ERS.
OR
RED
ELECTRICAL L NEEGL L NEEG D
120/240 SUB PANE
INCANDgLE
T
WP EXTERIOR
15A SINITCH15A 12CLE20A 12CLE240V RE
GFI GROUND FAULT INTERRUPT PROTECTED
® SMOKE DETECTOR
EXTERIOR FLOODLIGHT
O THERMOSTAT
ORADC04
r MAY 2 4 2012 a
H SCOTT c
18. PER 2009 IRC N1103.1 A PROGRAMMABLE THERMOSTAT
SHALL
BE INSTALLED.
19,
NC ONLY, A MINIMUM OF 75% OF LAMPS
IN
PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE
HIGH-EFFICANY
LAMPS.
BOLTS
WIRE BRKR CIR ELECTRICAL
-DE
SCHEDULE
120
120
12 2 2p 1 PORTABLE APPLIANCE
VOLTS WIRE
BRKR C IR
120
12 2 20 2 I PORTABLE APPLIANCE
112 2
120 i 12 2
2p 113 DISH
120
20 3 PORTABLE APPLIANCE
12 2 20
240 » I
120
1 14 1 WATEF
120
120
4 WASHER
14 2 15AF 5 GENERAL LIGHTING
12 2
120 14 2
20 15 BATH
15 16 'SMOKE
120
14 2 15AF 6 I GENERAL LIGHTING
I14 2 15AF
120 • I
» 17 1 MICROi
120
7 IGENERAL LIGHTING
114 2 15AF! 8 I GENFRAi i icun--
240•
» ,. _..__
T E.
C�\�� A
�A
AW A

"l\ l v-R (SIZE:
5.6 Kw)
5600
WATTS
I. WALL MOUNTED OVEN (SIZE:
0 Kw)
N/A
J. FURNACE BLOWER
1440
WATTS
K. TRASH COMPACTOR (RATING:
5 AMPS)
600
WATTS
L. OTHER (SPARE CIRCUITS - 20 AMP):
3 @ 1500 WATTS EA
4500
WATTS
TOTAL
42,767
WATTS
2. A. FIRST 10,000 WATTS @ 100%
10000 WATTS
B. REMAINDER @ 40%
13107 WATTS
3. A. AIR-CONDITIONING @ 100% SIZE: 3 TONS
10552 WATTS
B. CENTRAL ELEC HEATING @ 165% (RATING: 18 Kw) 11700 WATTS
C. ELECTRIC BASEBOARD HEATERS:
NUMBER OF UNITS: 0 TOTAL WATTS: p
N/A
(65% OF NAMEPLATE RATING)
TOTAL WATTAGE OF FEEDER = 2A. + 2B. + THE GREATER OF 3A., 3B. OR 3C.
10000 WATTS + 13107 WATTS + 11700 WATTS
TOTAL WATTAGE = 34,807 /240 VOLTS = 145.03 AMPS
TOTAL 15 AMP GENERAL RECEPTACLE CIRCUITS REQUIRED = 3
iOVF. D
'� C1
n
'0
s
�dd11

vwLCJ vF UMAlVhtJ IN UIKLU I ION IN THE DRAINAGE
SYSTEM, INCLUDING BOTH THE FACTORY INSTALLED AND FEILD INSTALLED
PORTIONS OF THE SYSTEM.
2' RELIEF VENT
n
I
12.
I
I / arnFr w/WATER TIGHT
OR PLUG
IRAD001
MAY 2 4 2012 'o
a H.SCOTTKALL o
T E.
F
�q WA
AAV=AIR ADMITTANCE VALVE
------INDICATES FIELD INSTALLED
DWV
FITTING SCHEDULE
' 1
1 2" EXTRA LONG
90
25
3"x3"x2" SAN T
2 2"
3 3"
EXTRA LONG 90'
EXTRA LONG 90'
26
27
2"X1 1/2"xi 1/2" SAN T
2"xl 1 /2"x2" SAN T
4 1
1/2" 45'
29 2"x2"xl 1/2" SAN T
5 2"
6 -�"
45'
dam'
29 3"x3"x2"x2" DBL SAN T
e,
KLTTY
/2'
'
Y
" LTTY
3x3"x2" LTTY
2"x2"xl 1/2" LTTY
27xl 1/2"xl 1/2" LTTY
2"xl 1/2"x2" LTTY
4"x4" CLOSET FLANGE
4"x3" CI nSET FI nr.GF
4"x3" 90' CLOSET ST ELL
1 1/2" SAN T
NE
WTt
ADJUSTABLE P TRAP
STABLE P TRAP
2" REDUCING BUSHING
" REDUCING BUSHING
DUCING BUSHING
LEAN OUT w/PLUG
2CLEAN OUT w/PLUG
3" CLEAN OUT w/PLUG
3" DBL ELBOW 90'
3" DBL SAN T
3" DBL ELL
3x3x3 LTTY
3x2x1 1/2 LTTY

T&P
RELIEF
VALVE
SHUT—OFF VALVE
OLD WATER INLET
�9ga GAL\.
OR CORROSIVE
RESISTANT PAN
3/4"
1 /2"
NOTE:
1. WATER SUPPLY LINES SHALL BE
POLYETHLENE (PEX), CPVC.
2. FIXTURES MAY BE ADDED OR DELETED
AS LONG AS PIPE IS PROPERLY SIZED.
3. ALL FIXTURES TO HAVE SHUT —OFFS.
4. BATHTUBS TO HAVE OVERFLOWS.
5. SEE PAGE MMS1 & MMS2 OF THE DESIGN
MANUAL FOR PLUMBING FIXTURE SCHEDULE.
6. SEE PAGE MMS1 OF THE DESIGN MANUAL
FOR WATER HEATER SPECIFICATIONS.
7. MINIMUM DESIGN PRESSURE 40 PSI.
8. W/H LOCATED IN SEISMIC ZONE DO—D2 MUST BE
ANCHORED PER 2009 IRC R301.2.2.3.7 AND M1307.2
E.
2� �\S,�ERED ARCy��E`
IWAI
IRADC:01
I MAY 2 4 �01Z -
CE

Jcltillg oI the valve to 120 Deg., which shall be
field adjusted in accordance with the manufactures
instructions. In North Carolina, Scald preventive
valves are not required in dwelling units with
individual water heaters set at 120 Deg. F.
6. When metallic water distribution systems are used,
a water hammer shall be installed where quick
closing valves are utilized ( e.g., at clothes washers
and dish washers). Water arrestors shall conform to
ASSE/ANSI 1010.
7. A shut off valves shall be required for each fixture.
S. Water heater equipped with drain cock.
�. Dielectric unions to be used at connections of water
lines to water heater.
10. Cold water inlet to be with a shut off valve above
floor at water heater.
1. T&P valve, 210 Deg. F., 125 PSI, with 3/" rigid
discharge pipe to an indirect waster receptor via a
6"max. air gap.
2. Full sized shut off valve to be provided between
building and water main(meter) and at water heater.
3. Reserved.
4. Wall hydrants must be conform to ASSE 1019 and
be frost proof or self -draining type. A vacuum
breaker is required.
5. Access or access panels must be installed and so
located to permit repair, maintenance, and
correction of plumbing system and fixtures.
5. 3" pipe run from below floor to above roof for
passive sub -slab depressurization system per
section AF103.6.1.
X
31
— vua%, vi all waste anti soil stacks, and pri
that all horizontal piping can be reached w
cleanout tool without passing through mot
Deg. of turns.
6. %" per foot slope provided on all horizont,
7. All vertical to horizontal or horizontal to h
change of direction shall be through a long
wye or combination wye with 1/8 bend.
8. All horizontal to vertical change of directic
through a sanitary tee, or if at the same levi
vertical stack, through an approved double
fitting.
9. Floor cut-out for the bathtub plumbing line
firestopped using approved materials.
10. The discharge from an automatic clothes w
be through an air break and connected to a
11. Standpipes shall be individually trapped ani
minimum of 18 inches and a maximum 42 i
above the trap. Access shall be provided to
standpipe traps and drains for rodding.
12. Where water heaters or hot water storage tag
installed in locations where leakage of the t,
connections will cause damage, the tank or,
shall be installed in a pan. The pan drain shz
full size and terminate over a suitable locate
waste receptor or floor drain or extend to the
building and terminate not less that 6 inches
than 24 inches above the adjacent ground su
13. Access shall be provided to all air admittam
The valve shall be located within a ventilates
allows air to enter the valve. Air admittance
must be removable for DWV systems test an
reinstalled as required by local officials.
PAGE MP-5.4.1

sed on code trade-off rules.
It uUES NOT provide an estimate of energy use or cost relative to a minimum -code home
Ceiling 1: Flat Ceiling or Scissor Truss
Wall 1: Wood Frame, 16" o.c.
Window 1: Vinyl Frame:Double Pane with Low-E
SHGC: 0.28
Door 1: Solid
Door 2: Solid
Floor 1: All -Wood JOist%TrUSS:Over Unconditioned Space
1100 30.0
1104 13.0
185
22
22
1100 30.0
0.0
0.0
0.360
0.170
0.170
0.0
3�
72
67
4
4
36
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the North Carolina Energy Conse
Code requirements in REScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Chet
Name - Title
'roject Notes
Signature
Previously saved project information:
Holmes Building Systems
Robbins, NC
PRADCO
a MAY 2 4 2012 01
oject Title: 2550A-002
ita filename: C:1Program FileslCheck12009 RESCHECKITWENTY FIVE FT12550A12550A-002-RAEFORD.rck
5r-T
Date
Report date: 05,
Page

' 5,400 LBS 5,400 LBS � — — — — — — —
5,400 LBS 5,400PLBS
1
3,500 LBS
I
1
3,500 LBS
6,800 L13S
9,500 LBS
� ICLLJ
—
VZA
4,500 LBS 9,600 LBS
5,400 LBSI
I
REFER TO PAGE MP-5.08 FO 3,500 LBS I
ADDITIONAL CONNECTION
REQUIREMENTS.
I
I
3,500 LBS1
SEE
NOTE 5 FOR
ANCHOR REQURRMENTS
s,400 Las
s,aoo Les
5,400 LBS
I
5,400 LBS
7'—F..
Z APPROVED
REMEN TS.
IRAMOC)
a MAY 2 4 2012
HOLD BACK
EXTERIOR
R'9A
(1)16d(.162)x3.5' NAIL ppULE '7wA
TOE NAILED FROM BAND IM JOIST
TO SILL PLATE 3' D.C.
7/16' SHEATHING STRIP--
TD LAP JOINT ATTACH
r/(1)6d(.131)x2' NAILS SILL PLATE
WTo BAND R SILL PLATE
STAGGER NAILS 3' o.G
MODULE TO SII�I ATTACHMENT
(NTS)
E.

-'-Tr ' — i inL- I Jr11INUU )
3/8" LAGS
-38 FIBERGLASS
R BLOWN INSULATION.
4NSVERSE
SPF
OR TRUSSES
7/16" OSB APA RATED SHEATHING-24/0
15# ROOFING FELT - 1 LAYER OR EQUAL
1 /2" GYPSUM -
CEILING BOARD
2"x4" #3 SPF
24" O.C. MAX.
3/4"(23/32) T&G APA RATED
STURD—I—FLOOR 16" O.C.
(2)2x10 #2 SPF
R-30 FIBERGLASS —�
INSULATION, KRAFT FACE
CERTIFIED ROOF TRUSSES
AT 16" OR 24" ON CENTER
#2 SPF
I2x4
AT 16" O.C.
W/ 8'-0" SIDEWALLS
2x4 #2 SPF
AT 16" O.C.
W/ 9'-0" SIDEWALLS
2x6 #2 SPF
AT 16" O.C.
W/ 8'-0" SIDEWALLS
2x6 #2 SPF
AT 16" O.C.
W/ 9'-0" SIDEWALLS
,ASPHALT IMPREGNATED SHEATHING
PAPER OR OTHER APPROVED
WATER RESISTANT BARRIER.
1/2" GYPSUM
2x4 BOTTOM PLATE
#3 SPF
IN. r.PAnF
UNITS TO BE LAGGED TOGETHER AT THE FLOOR LINE ON SITE, WITH 3/8" LAGS
AT 48" O.C. (MIN 1.5 INCH PENETRATION)
_ATE MAY BE INSTALLED IN BEARING AND EXTERIOR
I THE TOP PLATE IS ADEQUATELY TIED AT JOINTS, CORNERS, AND
ELLS BY AT LEAST THE EQUIVALENT OF 3-INCH BY 6-INCH BY
K GALVANIZED STEEL THAT IS NAILED TO EACH WALL OR SEGMENT
EE 8d NAILS OR EQUIVALENT, PROVIDED THE RAFTERS OR JOISTS ARE
THE STUDS WITH A TOLERANCE OF NO MORE THAN 1 INCH.
I BY A CONTINOUS SOFFIT AND RIDGE VENT REFER TO DETAIL
INSTALLATION MANUAL
1 THRU MFL-4 OF THE DESIGN MANUAL FOR ANY
IS DIFFERENT FROM THE PRESCRIPTIVE REQUIREMENTS
CODE.
R WALL, INTERIOR WALL AND MATING WALL SECTIONS OF
IAL FOR FASTENING THAT IS DIFFERENT FROM THE PRESCRIPTIVE.
)NSTRUCTION SECTION MRC OF THE DESIGN MANUAL
iAT IS DIFFERENT FROM THE PRESCRIPTIVE.
MRC OF THE DESIGN MANUAL
S(PAGES MRC-36 THRU MRC-36G).
NOTE:
WALL BRACING: THIS MODULAR USES THE
CONTINUOUS BRACE WALL METHOD. THIS
METHOD IS BASED ON SECTION 2305.3 OF
THE IBC AND HAS BEEN DESIGNED AND
SEALED BY A PROFESSIONAL ENGINEER AND
CAN BE FOUND IN CALCULATION SECTION
OF THE APPROVED DESIGN PACKAGE.
fRADCOJ
c MAY 2 a 2012 o
¢ H. SCOTTHALL b"
NOTE:
FOR HEADERS AND MATE LINE BEAMS SEE DESIGN
MANUAL BASED ON DESIGN CONFIRGURATION, WIND
ZONE, AND ROOF LOAD.
B. FIREBLOCKING AT MATELINE TO BE PROVIDED PER SECTION R602.8 OF THE
BUILDING CODE.
C?
P� E.
A'

)" MIN OVERHANG
NYL SOFFIT
SIDING
�HONT ELEVATION
T E.
c
�,c H C A'
\q WA
RA®CO
a MAY 2 4 2912 0

0" MIN OVERHANG
--_ -- NYL SOFFIT
----il`-VINYL SIDING
REAR ELEVATION

NORTH CAROLINA ONLY
1. HEATING AND COOLING EQUIPMENT SHALL BE ALLOWED TO BE BASED ON BUILDING
LOAD CALCULATIONS IN ACCORDANCE WITH ACCA MANUAL J. (PER 2012 NCMC 312.1)
2. DUCT CONSTRUCTION AND INSTALLATION: SUPPLY AND RETURN AIR DUCTS SHALL BE
ALLOWED TO BE SIZED IN ACCORDANCE WITH ACCA MANUAL D OR SMACNA INSTALLATION
STANDARDS FOR RESIDENTIAL HEATING AND AIR CONDITIONING SYSTEMS.
(PER 2012 NCMC 603.1)
3. DUCT EXPOSED TO NON -CONDITIONED SPACES SHALL BE INSULATED TO PROVIDE A THERMAL
RESISTANCE. (PER 2012 NCECC 503.3.3.3)
=LOOR AND WALL REGISTERS: THE LOWER EDGE SHALL NOT BE LESS THAN 1/2` FROM THE
oETAL, CHHIMNEYS SHALLTOILET ROOMS, A XTEND AUNDRY OTOLEASMS OT 3 FT. ABOVEUTILITY MTHE HIGHEST POINT WHERE THEY PASS THROUGH THE ROOM
S.
1 2 FT. MINIMUM HIGHER THAN OTHER PORTIONS OF A BUILDING WITHIN 10 FT.
)UCTS SHALL BE CLASS I, IF NON-METALLIC, AND IF ALUMINUM OR GALVANIZED SHALL BE PER TABLE SMACNA
�C DUCT CONSTRUCTION STANDARDS -METAL ANI1 FI FYeRi F
f FlAbeo
a MAY 2 a 2012 _
9WA