TB_20-05_ Reeves (2)

Issued by WiRO TB20-05
Topsail Beach Permit Number
CAMA
MINOR DEVELOPMENT
Ky \
PERMIT
NORTH CAROLINA
Environmental Quality
as authorized by the State of North Carolina, Department of Environmental Quality
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 William Reeves authorizing development in the Estuarine Shoreline (AEC) at 1510 Carolina Boulevard, in
Topsail Beach, Pender County as requested in the permittee's application, dated January 14, 2020, and received as
complete by DCM on January 27, 2020. This permit, issued on February 12, 2020, is subject to compliance with the
application and drawing dated and received by DCM on January 27, 2020 (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 site drawing dated
received by DCM on January 27, 2020.
(2) Any change or changes in the plans for development, construction, and/or land use activities will require re-evaluation and
modification of this permit.
(3) A copy of this permit shall be posted or available on site throughout the construction process. Contact this office at(910)
766-7221 for a final inspection at completion of work.
(Additional Permit Conditions on Page 2)
U
Z
This permit action may be appealed by the permittee or other qualified persons W 0 c
within twenty (20)days of the issuing date. This permit must be on the project c 4
site and accessible to the permit officer when the project is inspected for Jason Dail z
compliance. Any maintenance work or project modification not covered under CA A LOCAL PERMIT O IOfAl czi
this permit,require further written permit approval.All work must cease when this
permit expires on: 127 Cardinal Drive Exteri(
December31,2023 Wilmington, NC 28405-384 L`-
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 PERMITTEE

Name: William Reeves
Minor Permit#TB20-05
Date: February 12, 2020
Page 2 of 3
(4) 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 vegetated and stabilized (planted and
mulched)within 14 days of construction completion.
(5) Any proposed for grading within the 30' Coastal Shoreline buffer(as measured from the Normal High Water level)
must be contoured to prevent additional stormwater runoff to the adjacent marsh and/or canal. This area shall be
immediately vegetated and stabilized and must remain in a vegetated state.
(6) All development shall be located at least 30' landward of the normal/mean high water line. No impervious
coverage/built upon area, including but not limited to the house (including eaves), foundation pad, covered
decking, etc.shall extend into the 30-foot coastal shoreline buffer.
(7) This permit does not authorize the excavation or filling of any wetlands,even temporarily.
(8) Shall the plan of development exceed 30% impervious coverage within 75' of the normal highwater line, the
applicant shall effectively demonstrate, through innovative construction and design that the amount of impervious
surfaces exceeding 30% impervious coverage within the 75' Coastal Shoreline AEC shall be managed and the AEC
protected. All proposed development and associated construction must be done in accordance with a credible
innovative design plan,sealed and sealed by a professional engineer.
(9) Upon completion of construction and prior to the issuance of a Certificate of Occupancy(CO), a letter of certification
must be received from the designer of the innovative system installed, certifying that the permitted system has been
installed in accordance with this permit, the approved plans and his design specifications. Any deviations from the
approved plans and specifications must be noted on the Certification and a permit modification may be required
prior to receiving a CO.
(10)All structures 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.
(11)Pursuant to 15A NCAC, Subchapter 7J.0406(b), this permit may not be assigned, transferred, sold or otherwise
disposed of to a third-party.
SIGNATURE: 4---1-/% �^— y`�— DATE:
PERMITTEE
REGFivED
DCM WILMINGTON, NC
F EB 2 0 2020

o
/(6 /1,0 - 0
Locality \. dovk `60/0
I'crml! Number_
Ocean Hazard Estuarine Shoreline ORW Shoreline _ Public Trust Shoreline__ Other
(For official use only)
GENERAL INFORMATION
LAN))OWNER-MAILING ADDRESS
Name V►t LL/-A-lA -.-7?. REED/*
Address 5"009_ DoNA RD•
City Tt4 Lt AN>J State pJ Zip. -.73.@.3 Phone 9l o - 2 7 9 - 0 / 7 3
Email W I t�L_I _€vE< 72-_. ) !sM A i 1r,_._C O44 _
AUTHORIZED AGENT
Name_ 0I t Ltr.!•e-M 1D. R-E. ���--•---_ k: REE4 SG1aArDM _ )mot ES Lt�G
Address- P -_SPX 30s—
.1410.AP$r .D.--.-. State isle.- Zip 2_eq--43Phone et l o - 2 71" o/73
Entail v\Il tr !e€ v,E b 7 2 e GNt 4 I t- • Co
LOCATION OF PROJECT:(Address,street name and/or directions to site;name of the adjacent watcrbody.)
15.1 o C4 t2 ol-+ 'V it �D _ TQ ''L� LI eadk`14
DESCRIPTION OF PROJECT:(List all proposed construction and land disturbance.) A,Dei w/f
12o0F 7"0 EX13ri xiG
SIZE OF'LOT/PARCEL: ---__-__ square feet acres
PROPOSED USE: Residential ® (Single-family® Multi lamily ❑ ) Commercial/Industrial❑ Other []
COMPLETE EITHER(l)OR(2)BELOW(Contact your Local Permit Officer i/ran are awl sure which AEC applies
to your properly):
(I) OCEAN IIAZARD AECs:TOTAL FLOOR AREA OF PROPOSED STRUCTURE:: _ square Icct(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 Oil TER IMPERVIOUS OR BUILT
UPON SURFACES: square feet(includes the area of the foundation of all buildings,driveways,covered decks,
concrete or masonry patios,etc. that arc within the applicable AEC.Attach your calculations with the projecHrjaa.)I V E D
STATE STORMWATER MANAGEMENT PERMIT: Is the project located in an area subject to a StM WILMINGTON, N(
Stormwatcr Management Permit issued by the NC Division of Energy,Mineral and Land Resources(DI MLRj N 2 7 2020
YES__. ___._ NOV

1
OTIIER 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'rank(or other sanitary waste
treatment system),Building, Electrical,Plumbing, [leafing and Air Conditioning,Insulation and Energy Conservation,FIA
Certification,Sand Dune, Sediment Control,Subdivision Approval, Mobile !Ionic Park Approval,Highway Connection,and
others. Check with your Local Permit Officer for more information.
STATEMENT OF OWNERSHIP:
1, the undersigned,an applicant for a CAMA minor development permit,being either the owner of properly 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 name of WI L t.I AM 1, vE,5 _�—
see Deed Book I ( q q page 2.0 o in the PE p1=R— 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 RIPARIAN PROPERTY OWNERS:
I furthermore certify that the following persons are owners of properties adjoining this properly. I affirm that I have given
ACTUAL NOTICI':to each of them concerning my intent to develop this property and to apply for a CAMA permit.
(Name) (Address)
ME4 va/. /4teu- A / lO12 KsNNA1 t-D i—+J , L�.t24._
(2)_.KSM P-v1.1 �R-• � �c MmoNIS IJG 270t2.
( (3)
(4)
ACKNOWLEDGEMENTS:
i,the undersigned,acknowledge that the land owner is aware that the proposed development is planned for sun 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 stall;
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 /4*_ day of ,20 .0
Landowner or person aut prized to act as his/her agent for purpose of filing a CAMA permit application
This application includes:general i1 formation(this form), a site drawing as described on the!nick of this application, the
ownership statement, the Ocean llazaid AEC Notice when?necessary,a check for$111000 nude pa)'ab/to the locality,and
any h f Jrmation as may be pinvided orally by the applicant. The details of the application as described by these sonres are
incorporated without nefetynce in any permit which may be issued l)evianon from these details tt'il!cr ti ftts v�Ct e
any permit.Any person developing in an AEC without permit is subject to civil,criminal and adnfwin ToN NC
JAN 2 7 211211

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: vj t(.,L-, AM �.
Mailing Address: 54009 D c w.q RD•
NJ Nr, 2'7-83
Phone Number: eit o - 279 - o i 73
Email Address: vI, t.�,z a„ISS '72 61; cM sr, , caM
I certify that I have authorized ins i 1-L.-/A M 'D. .-rrz.
Agent/Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development:
at my property located at 1 Si o ,A-1e.o t-,r✓/t T.tt_VD.
in pE ►., Eta- County.
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.
Property Owner Information:
Sig Lure
inn LN A-NI 1). ICE Ev�S
Print or Type Name
p w,✓
Title
1 I 14- 1 202o
Date
RECEIVED
DCM WILMINGTON, NC
This certification is valid through I I JAN 2 7 2020

ROY COOPER
Governor
4 r MICHAEL S. REGAN
rrar:
BRAXTON DAVIS
Director
February 12, 2020
William Reeves
5609 Donna Rd.
Julian, NC 27283
Dear Mr. Reeves,
Attached is CAMA Minor Development Permit TB 20-05 for work to be done at 1510 Carolina Blvd in
Topsail Beach, Pender County. An electronic copy has been sent to the Topsail Beach Inspections
Department and your Agent.
To validate this permit, please sign both copies as indicated for our records. Retain the orange copy for
your files, and return the white copy 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.
cerely,
• Ta a K. ieti a
Permit Support Technician
N.C. Division of Coastal Management
Enclosures
Cc: WiRO files
SC Inspection Dept.
William Reeves,Jr.—Agent
• State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext.,Wilmington,NC 28405

OCEAN HAZARD AEC NOTICE
Project Is in an: Ocean Erodible Area High Hazard Flood Area Inlet Hazard Area
Property Owner: 1.4 I L L I A M D. RF=sl S
Property Address: IS-to ( .AP O t-I,.1A >=sL-v
Date Lot Was Platted:
This notice is intended to make you,the applicant, aware of the SPECIAL NOTE: This hazard notice is required for
special risks and conditions associated with development in this development in areas subject to sudden and massive storms and
area,which is subject to natural hazards such as storms,erosion erosion. Permits issued for development in this area expire on
and currents. The rules of the Coastal Resources Commission December 31 of the third year following the year in which the
require that you receive an AEC Hazard Notice and permit was issued. Shortly before work begins on the project
acknowledge that notice in writing before a permit for site,the Local Permit Officer must be contacted to determine the
development can be issued. vegetation line and setback distance at your site. If the property
has seen little change since the time of permit issuance,and the
The Commission's rules on building standards, oceanfront proposed development can still meet the setback requirement,
setbacks and dune alterations are designed to minimize, but not the LPO wilt inform you that you may begin work. Substantial
eliminate, property loss from hazards. By granting permits, the progress on the project must be made within 60 days of this
Coastal Resources Commission does not guarantee the safety of setback determination,or the setback must be re-measured.Also,
the development and assumes no liability for future damage to the occurrence of a major shoreline change as the result of a
the development. Permits issued in the Ocean Hazard Arca of storm within the 60-day period will necessitate re-measurement
Environmental Concern include the condition that structures be of the setback. It is important that you check with the LPO
relocated or dismantled if they become imminently threatened before the permit expires for official approval to continue the
by changes in shoreline configuration. The structure(s) must be work after the permit has expired. Generally, if foundation
relocated or dismantled within two (2) years of becoming pilings have been placed and substantial progress is continuing,
imminently threatened, and in any case upon its collapse or permit renewal can be authorized. It is unlawful to continue
subsidence. work after permit expiration.
The best available information,as accepted by the Coastal For more information,contact:
Resources Commission, indicates that the annual long-term
average ocean erosion rate for the area where your property is j4-so►J /)A.J L.__
located is feet per year.
Local Permit Officer
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years. N.C. Dept. of Environmental Quality
Studies also indicate that the shoreline could move as much as Division of Coastal Management
feet landward in a major storm. 127 Cardinal Drive Extension
Wilmington, NC 28405-3845
The flood waters in a major storm are predicted to be about
feet deep in this area.
Preferred oceanfront protection measures are beach nourishment 9140 7 G7 t0/ - 1 /
and relocation of threatened structures. hard erosion controlstructures such as bulkheads,seawalls,revetments,groins,jetties Phone Number
and breakwaters are prohibited. Temporary sand bags may be
authorized tinder certain conditions.
The applicant must acknowledge this information and
requirements by signing this notice in the space below. Without
the rope signature,the appli•ation will not be com lete.
RECEIVED
Z! 26t o DCM WILLMINGTON, NC
Pr erty Owner ignatur ate JAN 2 7 2020
Revised May 2010

NOTE: THIS PROPERTY IS NOT LOCATED WITHIN ZONING
THE 100 YR. FLOODPLAIN AS SHOWN ON FIRM REQUIREMENTS
COMMUNITY PANEL 3720 4202 00 J.
ZONE R2
FRONT 7.5'
4/3‘i
510E 5'
REAR 15'
SURVEY REFERENCE ION — SOUND FRONT
MAP BOOK 4 PAGE 002
PENOER COUNTY REGISTRY
, . A WA —BULKH . A1
S51° 147461W '0041 '
LOTtit
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17 w Wa OE ; ' N � ECEIVED
L.A FR — QCM 1NILMINGTON, NC
I
~ _ JAN 2 7 2020
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I,' PRoP DEc'K r
• - 1t k CONCRETE AREAS ,
• DECK 933 SF
NC. 1 DRIVE 1 .445' SF
9ikIVEtki •
S5.° 26' 6' W 61 . 1I
CAROLS NA BOULEVARD

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ru• •
k l►ls} uC.
Aar/went Property Owner
/2-44-
VIenv,Address
f M,mDNC N4- 2
City.State,7_+p Celle
Dear Adjacent Property:
This fetter is lc inform you that; .16rt r w M 75, fe.E.. E S tea:ai r ; cii,Am tenor,
Permit on my property at !cl o GA AO 1-r ni A
t3LvD• aTopsail
Property Aftess
Ponder County. As required by CAN regolakons,r have mimed a oeiN of my permit 4ppt ".
icit)and
project dr avirrgts)as relifrcaton of my proposed project.No action is required front you or you may sign and return
the enclosed no objection forma.If you hate any questions or comments about my pro asci project,please
contact MO at Ito - 2'? - 0/7 3 ,or by matt at Me artdress Wed below N you wish to
Applicant's Telephone
life written vanamients or objections with the CAMA Minor Permit Program,you may submit them to
Jason Dail,DCM Fiekf Representative
t.PO Temof Tops*
NCDEO/DCM
127 Cardinal Drive Ext.
itrumingen,NC 2HZ
Property omen
ce,09 Dar' l -D.
Mailing Address
3iN 1-, tv 2-7 2.8 3
City,State,Zip Code
RECEIVED
DCM WILMINGTON, NC
JAN 2 7 2020

1. . "os a ervice
CERTIFIED MAIL° RECEIPT
M Domestic Mail Only
u For delivery information,visit our website at www.usps.com'.
a ,, AX,E . 17QIAL USE
Certified Mail Fee
Ci •?
n Extra Services&Fees�lcheck box,add fee asappn�turlete) t,1 �1_I6
❑Return Receipt(hardcopy) $ -
M ❑Return Receipt(electronic) $ 7 postrnadt
❑Certified Mall Restricted Delivery $ e Here
['Adult Signature Required $ 40.
Adult Signature Restricted Delivery $v ri(;
Postage
$ fl 74.
Total Postage and feed-' ,�,_
01/14r 2l_I?0
✓ $ fit t
Sent To
••,_ street and Apt.No.,or Pb Box N.
City,State,ZIP+44

.C11,111CU Ilrldll SCrvlGC I./1uvium3 uGr7GI11o.
A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail
A unique Identifier for your mailpiece. associate for assistance.To receive a duplicate
Electronic verification of delivery or attempted return receipt for no additional fee,present this
delivery. USPS®-postmarked Certified Mail receipt to the
A record of delivery(including the recipient's retail associate.
signature)that is retained by the Postal Service— -Restricted delivery service,which provides
for a specified period, delivery to the addressee specified by name,or
to the addressee's authorized agent
nportant Reminders: -Adult signature service,which requires the
You may purchase Certified Mail service wIth signee to be at least 21 years of age(not
First-Class Mail®,First-Class Package Service®, available at retail).
or Priority Mail°service. -Adult signature restricted delivery service,which
Certified Mail service is not available for requires the signee to be at least 21 years of au'
international mail. and provides delivery to the addressee specified
Insurance coverage is not available for purchase by name,or to the addressee's authorized agent
with Certified Mail service.However,the purchase (not available at retail).
of Certified Mail service does not change the •To ensure that your Certified Mail receipt is
insurance coverage automatically included with accepted as legal proof of mailing,R should bear a
certain Priority Mail hems. USPS postmark.If you would like a postmark on
For an additional fee,and with a proper this Certified Mail receipt,please present your
endorsement on the mailpiece,you may request Certified Mail item at a Post Office-for
the following services: postmarking.R you don't need a postmark on this
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of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply
You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece.
electronic version.For a hardcopy return receipt,
complete PS Form 3811,Domestic Return
Receipt.attach PS Form 3811 to your mailpiece; IMPORTANT.Save this receipt for your records.

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
FOR LAMA MINOR PERMITS
I hereby certify that!own property adjacent to b'd 1 x.1-A _D.._I�-EIE
(Name of Property Owner)
property located at I-1 o GAR!2_0 t—i N Oir 8 Lv D •
Address,Lot,Block,Road,etc.)
on .in_Te P 6 A I r- ER G}-i N.C.
(Waterbody) (Topsail Beach,Pender County)
He has described to me as shown in the attached application and project drawing(s),the development he is
proposing at Mat location,and,i have no objections to his proposal
(APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHI=Di
Signature
Print or Tyne Warne
Telephone Number
Date
RECEIVED
DCM WILMINGTON, NC
JAN 2 7 2020

Receipts for
Certified Mail
(Staple Here)
Dal/4/2D20
TAMF vy. Mid L K-E
Adjacent Property Owner
107 14n/A/At*b LN
:Mailing Address
c.sp2y , uC- a)s'A 1
City,State,Zip Code
Dear Adjacent Property:
This letter is to informinform.you,that l; 'Nick tot-tot 'D, iz .to-6 have applied for a CAMA-Minor
.Property Owner
Permit on my properly at 1510 CA P-0 it N A _ 81-v D. _---- --. in Topsail Beach,
Property Address
Render 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 frormyoueryou may sign.and return
the enclosed no objection form. If you have any questions or comments about my proposed project,please
contact me at q!0 - '7 R -_0 1_7 3 ,or by mai at the address listed below. II you wish to
Applicant's Telephone
file written comments or objections with the CAMA Minor Permit Program,you may submit them to:
Jason Dail,DCM Field Representative
LPO,Town of Topsail Beach
NC DEQ f DCM
127 Cardinal Drive Ext.
Wilmington,NC 28405
WI trt-I A M b. 2aevE.5
Property Owner
51L pq Do wst gD,Mailing Address
. LA At✓ A.JL 2'72_133
City,State,Zip Code
RECEIVED
DCM WILMINGTON, NC
JAN 2 7 2020

1. . •os a ervice
CERTIFIED MAIL° RECEIPT
✓▪ Domestic Mail Only
n
U For delivery information,visit our website at www.usps.com".
cIAL US
-9 Certified Mail Fee c �4
,,;•:III
r+ $ $2.30 06
Extra Services&Fees(check bar,add fee ab twte)
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0 Return Receipt(electronic) $ Postmark
O ❑Certified Mail Restricted Delivery $ SUI•I U Here
❑Adult Signature Required $ $I I.l I I I
❑Adult Signature Restricted Delivery$
Postage
i l.7i+$ 01/14/2020
Total Postage and Fr
.
Sent To
j Street and Apt.No.,orAbffa,kFlo.
City,State,ZIP+4e

ref LIIICU IVldll*-CfVIGC FAVVI{]C,IItC WIIVWIIIy UCIICIILS:
A receipt(this portion of the Certified Mail label). for an electronic return receipt,see a retail
A unique Identifier for your mailpiece. associate for assistance.To receive a duplicate
Electronic verification of delivery or attempted return receipt for no additional fee,present this
delivery. USPS(-postmarked Certified Mail receipt to the
A record of delivery(Including the recipient's retail associate.
signature)that Is retained by the Postal Service' Restricted delivery service,which provides
for a specified period. delivery to the addressee specified by name,or
to the addressee's authorized agent.
rnportant Reminders: -Adult signature service,which requires the
You may purchase Certified Mall service with signee to be at least 21 years of age(not
First-Class Mails,First-Class Package Service®, available at retail).
or Priority Mail®service. -Adult signature restricted delivery service,whict
Certified Mail service Is not available for requires the signee to be at least 21 years of ag
international mail. and provides delivery to the addressee specified
Insurance coverage Is not available for purchase by name,or to the addressee's authorized agent
with Certified Mail service.However,the purchase (not available at retain.
of Certified Mall service does not change the •To ensure that your Certified Mall receipt Is
insurance coverage automatically included with accepted as legal proof of mailing,It should bear a
certain Priority Mail items. LISPS postmark tf you would like a postmark on
For an additional fee,and with a proper this Certified Mail receipt,please present your
endorsement on the mailpiece,you may request Certified Mall item at a Post Office'for
the following services: postmarking.N you don't need a postmark on this
-Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion
of delivery(Including the recipient's signature). of this label,affix it to the mailpiece,apply
You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece.
electronic version.For a hardcopy return receipt,
complete PS Form 3811,Domestic Return
Receipt'attach PS Form 3811 to your mailpiece; IMPORTANT.Save this receipt for your records.

AWAGEitiTAAPROPER1V' 04iliEk
FOR CAA NOR
hereby()artily that IOoNfit,Mpery aiiipc, nt to IN i &IA R-e,e v e
(Name of Propowiy Ownkr?
property located at I ct C-A-it 0 a-I ta stak-v . •
Address,Lot,Stock,Road,etc.)
on _ .in
(Waterbed ) (ropsail Reach,Mulder County)
He has described to me as shown in the attached application and project clravring(s),the development he is
propOSing at that location.and,I have no oblections o bis proposal
(APPLJCATION mgo,p-myypip.pf PRQPPSEP pEVELOPM,ENT ATT/APHFP1
Signature
Print or Type NanisTelephone Number
Date
FCECEIVED
DCM WILMINGTON, NC
JAN 2 7 2020

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ADDITION PLANS FOR: > r '� "'�
REEVES BEACH HOME o
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INDEX OF SHEEtS , REVISION LOG - — 919410 InI1
_ INYD AMDSRDNGNIIN
SHEET ?ITLE DATE REV•ISED BY REVISION -
_.. . S.3 L, A WIG
T TITLE SHEET!PROJECT INFORMATION AIM NOTES OASES FOR L H+vbke
GN1.0 - GENERAL NOTES PLAR!Due TO Ca M
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iga0S bR ANY
SLAMS 7dAD5 IT NHS F
. _-- _—_ _-.. _.- —.-__ CONTRACTOR DR 5Y'
ONI.I GENERAL NOTES - DRAWINGS ARS FROV
._. —_ — _ -_. _ CLiSRT'FOR TDB LOT,:
• 81.0 RA,,OOR PLAN APk MNIL HBB1 bN TAITL
82.0 SECOND PLAN --- — SGMLP D+ED MMALI
83.0 ROOF PLAN -..`- ----- -. ovsR r.�MeNRIos'R oNIa
84.0 ELEVATIONS -
B41 ELEVATIONS - — —
S1.0 FIRST FLOOR CEILING FRAMING PLAN
52.0 ROOF FRAMING PLAN F...'—
D1.0-02A ROAMING DETAILS —� E
cti
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NOTES CODE ENGINEER OF RECORD w s
ALL OONSTRUCTON,WORKMANSHIP. _ ,IDS CONSULTING&DESIGN,PLLC
1. ENGINEER'S SEAL AP LIES TO STRUCTURAL COMPONENTS f. PLANS RUST HAVE SIGNED SEAL TO NE VALID AND ARE 0AND THIPAL DUALITY AND -
ONLY.ENGINEERS SE/IL DOES NOT CERTIFY DIMENSIONAL MIRED TO THE FOLLOWING USES: SELECTION SHALL Be PER: ENGIIEERING,BUILDING DESIGN &CONSTRUCTION 1 i
ACCURACY OR ARC CTURAL LAYOUT,INCLUDING ROOF If 5.3 i IL I
GEOMETRY.JDS CONSULTING S DESIGN,PLLC ASSUMES NO A. E THESE PLANS ARE ISSUED AS A FROM
NE OH pONiULTING SERVICES FJ
LIABILITY FOR CHANGES MADE 10 THESE PLANS BY THE SET IS VALES FOR 1B MONTH$FROM THE DATE ON '1' _.
OTHERS,OR FOR CONSTRUCTION METHODS.OR FOR ANT THE SEAS.UNLESS ANY CODEREOVMEIS UPDATES APE 2018 R600'D'JERSEY COURT PSO,I,-- y,,,,
DEVIATION FROM THE PLANS.ENGINEER TO BE NOTIFIED PLACED IN EFFECT BY THE MUNICIPALITY, NORTH'CARGLI PRIOR TO CONSTRUCTION IF ANY DISCREPANCIES ARE B. IF THESE PLANE ARE NOT ISSUED AS A ROASTER-PI AN NA 19902003
NOTED ON THE PLANS. SET,THE SET IS PAW FOR A CONDITIONS-,ONE-TIME STATE BUILDING CODE: RAI�SGH,NC lT017 _
VSE FOR THE LOT OR ADDRESS SPECIFIED ON THE 1 IN
I. DIMENSIONS SHALL OOyERN OVER SCALE,AND CODE m..EBLOCK. RESIDENTIAL CODE RRCIECT REFERENCE: 10002051 �'AWI
1I/06lS
SMALL GOVERN OVER DIMENSIONS. -
, 4
TITLE SHEET
T

OtOZLZNVr
NOTE:ALL CHAPTERS,SECTIONS,TABLES,AND I INURES CITED MATERIALS FOUNDATION FRAMING ` �� 'N01�NI' •�I/ l/`�'
WTHQUT AP4BLICATION TITLE AVE FROM THE A PPLICABLE `l/^�-�,, W�(�i1111111 T,,
RESIDENTIAL CODE(SEE TITLE SHEET). 1. INTERIOR/RIMMED FRAMING LUMBER SHALL BE 02 SPRUCE PINE 1. MINIMUM ALLOWABLE SOIL BEARING CAPACITY*ASS MED TO 1: ALL BEARING HEADERS TWEE 12)ZiZt I .Q IL de 14 VRRQ'
SA(SPF)WITH THE FOLLOWING DESIGN PROPERTIES 6.2 BE 2;000 PSF.IT IS THE CONTRACTOR'S RESPONSIBILITY TO STUD AND(1)KNIT SIUD EACH END,UFO, �J� 6i
SOUTHERN YELLOW PINE MAY BE SUES TRU TED)': VERIFY SOIL BEARING CAPACITY IF UNSATISFACTORY CONDHRDNS _ ,A�,
GENERAL EXIST. E. ALL NONBEARING HEADERS TO BE(2)244,ONO.
Fb=AUP81 Pv=TI PSI E=1AE4 PSI .64,1110
1. IT IS THE CONTRACTORS)REspONSWILITY TO VERIFY ALI, - 2. CONCRETE FOUNDATION WALLS TO BE SELECTED AND 2: NONBEARING INTERIOR WAILS NOT MORE THAN IO'NOMINAL
....�NSIO PRIOR TO CONSTRUCTION.FURTHERMORE, 2. FRAMING LUMBER EXPOSED TO WEATHER OR N.CONTACT WITH CONNTRUCTNB PER SECTION R444 OR AMERICAN CONCRETE HEIGHT AND NOT SHOWN Ate HRADEC WALLS MAY BE FRAMED % 4IN IT
M IQNP N' 11E GROUND,CONCRETE.OR MASONRY SIIALLBE PRESSURE INSTITUTE STANDARD AOI rm. LIMN 2n4 STUDS 4 44"SC.CONTRA (-
BEANSCTORBULTIMATELYESBONsIBLE ITE NOTIFY.105 sTRUCTioN TREATED M2 SOUTHERN YELLOW PINEISYP)WITH THE FOLLOWING r// MM .,
DE S,NMETHODS.AND SAFETY QUITE. JDS CONSULTING COSH PROPERTIES: 2, MpOOMRY FOd11DATWN WALLBTp DE SELECTED AND 4. SOLID BLOCKING TO BE PROVIDED AT ALL POINT LOADS "-TH O. _„
A DESIGN,PLLC IMMEDIATELY IF p(SCREPANCIES ON PLAN EXIST. CONSTRUCTPUPER SEC 1111"1111f 1111
TJON R404 F.ND/OR AMERICAN C'ONCIETE TRROINIH FLOOR LEVELS TO THE FOIINDATCN CR TO OTHEfl
2. BRACED-WALL DESIGN*BASED OR SECTION RS02.10-WALL Fb=HEX PM FY=96 PSI E=1.6E6 PSI INSTITUTE PUMICATKIN 630:BUILDING CODE REONREMENTX AND STRUCTURAL COMPONENTS.
BRACING.PRIMARY PRENCRIPTNBAETIIOD TO BE C64VOP.SEE SPECIFICATIONS FORAOO80NRY STRUCTURES AND COMPANION
STALL BRACING PLANS AND DETAIL FOR ADDITIONAL: 2. L.VL STRUCTURAL MEIJBERS TO BE LAMINATED VENEER UMBER COAM,ENTAREBAND/OF'.THE MASONRY SOCIETY FUBIJCATION I. AIL BEAMS SPECIFIED ARERBNIMUM SIZES ONLY.LARGER �ktf
WITH THE HOLLOWING MINIMUM DESIGN PROPBmiES: THE 4021f02: DNG CODE REQUIREMENTS AND MEMBERS MAY SUHSI1NIBp AS NEEDED FOR EASE OF •
INFORMATION. SPEEIFICATI FORMASONRY STRUCTURES. CONSTRUCTION.
ALL NON-PRESCRIPTIVE BOLUTIONN ARE BASED ON GUIDELINES Fb=2610 P61 fv=266 PSI E=1.9E6 PSI
ESTABLISHED Al THE AMERICAN SOCETYOF CIVIL ENGINEERS4. CONCRETE MWI HORIZONTAL REINFORCEMENT Tp BE PER I. ALL EXTERIOR WALLS TO Be FULLY SHEATHED WITH 7114`OUR. ■I
PUBLICATION ASCE 7 AND THE NATIONAL DESIGN SPECANCATION 4. PSL STRUTAMETURAL MEMBERS TD BE PARALLEL STRAND LUMBER TAE RfW 13f7)OR AS NOTED OR DETAILED.CONCRETE WALL �J
FOR WOOD CONSTRUCTNIN-SPECIAL DESIGN PR0M5IONS FOR WITH THE FOLLOWING MINIMUM DESIGN PROPERTIES: VERTICAL REEMORCEMENT TORE PER TABLES R404.1.213 MO 4) 7, PORCH I PATIO COLD**IdBE 444 N6NIMJM PRESSUE TR EIITED
OR AS NOTED-OR DETAILED ALL CONCRETE WALLA SHALL LUMBER.
WIND AND SEISAfC. Pb=AIRS PSI Iry=290 PSI E=LDE6 PSI COMPLY WITTIWPPLICABLE PROVISIONS OF CHAPTIR 6. A. ATTACH PORCH COLUMNS TO SLAB 1 FON WALL USING AAA. CONEULTING A
L, SEISMIC DESIGN SHALL RE PIERSECTION R701.2.Y`6EISDAC ABU,ABW,ORCPTIMPSON POUT EASES TO FIT COLUMN
PROVISIONS INCLUDING ASSOCIA TABLED AIM FIGURED, 5. LEL STRUCTURAL MEMBERS TO BE LAMINATED STRAND LUMBER A. TABLBGASSUME THAT WALL;HAVE PERMANENT LATERAL SAS NOTED CN PLAN OR-ANY OTHER cOLoMN 4CON6LL,TNUADXMI
BASED 1T14 LOCAL SEISMIC 0E61GIMC.ATEOORY, PATH THE IOLLOWING MINIMUM DESGN PROPETTES: BUPPGB'T AT THE TDE AND BOTTOM. CONNECTION WITH ECM UPLFT CAPACITY. .,..i i'ry J%ROET CT.tUIfJU
B. POUNOSIION DRAINS AREASRUAED AT ALL WALLS PER B. ATTACH PORCH COLUMNS TO PORCH BEAMS USNG AC GR 4IL4IV toll
-
Pb=2260 PSI Iv=400 PSI E=1.55E6 PSI (ECTXTB R406. BC SIMPSDN POST DIMS TO Fr COLUMN SIZES NOTED ON
PLAN OR-ANY OTHER COLUMN CONNECTION WITH SOWN BSg4O*IMMONOSLT.
DESICFN LOADS 6. SRRUCTURAL STEEL WIDE-FLANGE BEAMS SHALL CONFORM TO 5. PLAIN-121SOIMY WALL DESIGN TO BE PER TABLE R4P4.1.1119QR DELFT CAPACITY. WWVLN1HM510RV444!
ASTM A192.ky_60 K51 AS NOTED OROETAILED,MASONRY WALLS WRH VWITIIIAL C. TRM OUT COLUMN(EI AND BEANIE)PER BOLDER AND _ -
ASSUMED SOIL BEARINGCAPACITY 2A00 PSF REINFORGEMM'T TO BE PER TABLE.}R404.1.1 a UGH 44��OR DETAIS.
T. RERAN SHAD.RE DEFORMED STEEL CONF DREAMS TO ASTM A615, AS NOTED OROETAILEO.ALL MASONRY WALLS SHALL ITOBg1EY GDR CDNRULTINO A SHE
LIVE LOAD GRADE 60. WITH APPLICABLE PROVISIONS OF W(PTER 6. Y. ALL ENGINEERED WOOD PRODUCTS(LPL,RSL,LSL,ETC.)SHALL LIAOLC POE CHANUHI
D PLANS DUE TO OONal
ULTIMATE DESIGN WIND SPEED 160 RAH;EXPOSURE 8 Y L BE INSTALLED WITH CONNECTIONS PER MANUFACII/ER MITRODB DX ANY CH,
OROUNp SNOW 16 IMF S. E#URED CONCRETE COMPRESSIVE STRENGTH TO BE A MBMRUE A. TABLNY#SSUME THAT WALLS HAVE PERMANENT LATIIDRAL SPECIFICATKNS. FL ANO}LADE IS THC
ROOF`- 20 PSF .1I00 PSI AT 28 DAYS.MATERIALS USED TOPROONCE F,TE WALL
AT THE TOE AND BOTTOM. CONTRACTOR OR ET
MALL CO14PLy WITH THE APPLIGBLE STANDMDS LISTED IN 8. WALL MNFORCING SHALL BE PLACED ACCORDING TP f: ENGINEERED WOOD FLOOR BUSTERS AND ROOF TRUSS SYSTEMS: DRAWINGS ARE no
RESIDENTIAL LODE TABLE WITS USE LOAD:ESE AMERICAN CONCRETE NS7TNTE STANDARD AOI.016 OR ASTM PI%OTNOTE k)OF THE TABLES(RONFORCNQ IS NOT A. SHOP DRAWINGS FOR THE SYSTEMS SHALL BE PNOVIDE'O CLIENT.FOX THE DOT
DWELLING UNITS 40 C9167. CENTRED IN WA . TO THE ENGINEER ORECORO FOR REVIEW AND AS TATTY,QX A0 A MA'
6L:( AL RNIIUIO 8D TM TIT
STEEPING ROOMS 30 C. POUNDRIION DRAN6 ARE AS SURER AT ALL WALLS FOR COORDNEFBRE CONSTRUCTION. LBRONR450J MAILlO1.
ATTICS WITH STORAGE 20 I. CONCRETE SUBJECT TO MODERATE DR SEVERB.NEATIIERNII SECTION R405. - - B. TRUSS PROFILES MALL BE SEALED BYTNE TRUSS GOSH.X.AND 0)05 ORAL
ATTICS WITHOUT STORAGE 10 I6RaO�BABILITI PER TABLE R9012112 SHALL BE AR►EINTRAIIIED : MANUFACTURER. DVg1l Ot IONe dNC
STAIRS 40 MIEN EOUIRED BY TABLE R4022. 6. WOOD SILL PLATES TO BE A(ICHORND TO THE FOUNDATION WITH L. INSTALLATION OF TOE SISTERSSHALL HE PER
DECKS 40 - 12'DiMETERANCHOR SOUS WITH EAMMIM 7"EMBEDMENT; MANUFACTURERS IIRTRUCTIONS,
EXTERIOR BALCONIES 60 10.!CONCRETE MASONRY puns(CMU)SHALL CONFORM TO SPACED A MABRIUM OF 6,07.pc AND WITHIN I2'FR{IM THE MS D. TRUSS LAYOUT AND RACEME MT B`T MANUFACTURER TO
PASSENGER VEHICLE GARAGES 50 AMERCAN CONCRETE INSTITUTE PURLCATIONAt4:6ULDIN10 op RACK PLATE 5ECT0 N.INSTALL IFIJIMUM(2)ANDAIOR BOLTS COINCIDE WITH THEMUPPORT LOCATIONS SHOWN IN THESE
FIRE ESCAPES 40 CODE REQ:AREMENTS AND SPEC:MATIONS FCIN;MASONRY PER SEChON.SEE SECTIONR40T.1.1 FOR SPECIFIC CONDITIONA. DRAWINGS.
GUARDS AND HANDRAILS 200 1,0unds.4ondeMl,MO) STRUCTURES AND COMPANION COMMENTARIES NAND THE
SONRY SOCIETY PUSLCATION TM4021601:WILDING CODE 7. THE IINSUPPDIITED HEIR1Tpf SOLID MASONRY PIERS SHALLNOT ID. ALL BEARS TO BE CONTINEOI/SLY SUPPORTED LATERALLY ANS O MA
CORFONENT AND CLADDING LOADS,INCLUDING THOSE FOR DOORS MEQUREAENTS AND SPECFICARONS FOR ORMSONRY EXCEED IONy•�2s��S THEIR LEAST DVMENSION.UNFILLED.HOLLOW SHALL BEAR FULL WIDTH OR THE SUPPORTING WALLS OR,,. 9M1
AND WINDOWS,SHALL BE DERIVED FROM TABLES RIS1.241 AND STRUCTURES, PIERS MTHE
Be. UNSUPPORTED HEIGHT IS NOTME/E COLUMNS INDICATED,WITH*MINIMUM OF THREE STUDS,DNO. �1Ii9
MMAT5)FOR A BUILDING WITH_A MEARIROOF HEIGHT OF 96 FEET, THAN FOUR T7OE5 THERLEAST DIMENSION. {1, ALL STEEL BEAMS TO HEl PORTED AT EACH END\M19iNA MN
LOCATED N EXPOS URE B. 11.RINIRTARSILALL COMPLY WITHASTM INTERNATIONAL STANDARD
C270. S. CENTERS OF PIERS TO BEAR N THE MOLE THIRD OF THE REARING LENGTH OF 112"AND FULL FLANGE WIDTH.BEAMS.
FOOTINGS.MOO GIRDERS SHALL CENTER N THE MIDDLE THEIR OF MIST BE ATTACHED AT EACH END Willi A MINIMUM OF FOUR 104
ABBREVIATIONS HA KING STUD COLUMN I2.114DWATED MODEL NUMBERS FOR ALL METAL HANGERS.STRAPS, THE PIERS. NAILS OR TWO I2"s 4"LAWACREWS.LINO.
LIT. LAMINATED VENEER REAMING CONNECTORS,AND HOLD.DOWNS AROSIIPSON .. W
LUMBER STRONG-TIE BRAND.EQUIVALENT USP BRAND PIIOOUC75 ARE 9. ALL F'OOTINORFO HAVE MINIMUM I"PROJECTION ION EACH 96E 12. STEEL FLITCH ROAMS TO BOLTED TOGETHER USING 2)ROWS (�
ABS ABOVE MA)IIMUM ACCEPTABLE. OF FDUNDAiII1/WALLS(AEE'OETA11.81. Of WY DIAMETER BOLTS(AITMSOT)WITH WASHERS PLACED
AFF ABOVE FINISHED FLOOR MI" UNDER THE THREADED ENUAF THE BOLT.ROLTC TO NE SPACEIO
BALTRO ALTERNATE METH MECHANICAL C
BRO BAAEINO MFTR MANUFACTURER 11.GIBER TO uOtST EQUIVALENCE CHART RER ION TES DETAIL SHEET 10. ALL REBAR NOSED NCONCTT3B TO HAVE AT LEAST 1"COVER AT DrER OC(NCE)ANDSTW(I'B THTOPANOBOTTOM OF BEANO'
FOR SUBS N OF MANUFACTURER SERER. FROM EDGE OR CONCRETE To EDGE OF REBAR EDGE DISTANCE),WITH TWBBOLTS TO BE LOCATED AT 4'FROM `j=
CART EASEMENT NM NOT
OT TO ORTIT�TP - EACH END OF FLITCH REAM. IIIFF}��(;;
CANT CENTILEJER 104 NVTASCALE It. FRAMNO T a FLUSH OATH FOUNDATION WALLS.
CJ CEILING JOIST GA ONERALLcorrEf. 15:WHENA 4-PLY LVL IMAM HOSED.ATTACH WRR{1)lIT DIAMETER
CLO CEILING ET pRON RSURE
PT PRt�SURE TREATED 12. WITH CLASS 1§OILS,VAPOR BARRIER ANDICRUSHED 6TONeMOpY fiOLT,1T OC,STAGGEREDYOP AND NOTTOCy 11/2'NB4 FROM Vj
COU CASED OPENING
YUNIT BE WETTED. ENDS.ALTERNATE EQUIVALENT ATTACHMENT NEMOD MAY BE IA�
CO CASED OPENING R RE RI USED.SUCH AS ABS.SOW,op TRUSS AK SCREWS(SEE M
FIEF REFRIGERATOR Ir.
COL COLUMN MANUFACTURER BPEf.IFILATp NSL
COST CONCRETE RU ROAMYO
COST RO ROM OPENING
CONTINUOUS 14.FOR STUD COLUMNS OF 443RJADRE STUDS,INSTALL 8IMP6DN, VI
D CLOTHES DRYER RS RO•)f S1IPPORT STRONG-TIE C51I STRAPS ACROSS Mils a 10 GC B MAX FROM rE"
Del DOUBLE SC STVD COLUMN. PLATES,ON INSIDE FACE OPCOLUMN EXTERIOR WALL),ON BOTH ._l
DIAM DIANETER SF SQUARE FOOT(FEET) FACES OF COLUMN(INTERIOR WALL). 1 W
DJ DOUBLE JOIST SH SHELF 1 SHELVES
SIFTS SHEATHING
ON DOWN 16.FLOOR ADJACENT AND PAVIDED IT THE EXTERIOR
SHIN 51bW191
DR DEEP FOUNDATION WALL SHALL RE PROVIDED WITH FULL-DEPTH SOIp
DR DOUBLE RAFTER SIP( SIN
Ij
DAP DOUBLE STUD POCKETSJ' SINGLE JOISTLOCIXNG,NOT LESS THAN TWO(2)OEMs NOM/ALIN
THICKNESS,PLACED 0)PE
T.THE 8 TO THE JOIST SHALL SPACING
EA EACH SP STIO POCKET
EE EACH END SI CSO SPECIFIED NUT MORE THAN FOUR(41 OECT.THE BLOCKING JOTS.BE NAILED TIlE
MT EQUAL T TRRFUAADE EATERCR TO THE RIM JOIST?BOAIIO.HING THE SILL PLATE.TNE,IOMT,AND THE �tpdRs'C xn 19902052
EX EXTERIOR RCED-A mow TEMPERED GLASS
FAD FORCED-AIR R UNIT •
16.WADED WALL PANELS SHALL BE FASTENED TO MEET THE nor DRAT
FON FOUNDATION TIOC TRIFLE Joist
UPLIFT-RESISTANCE EQIAEMENTS IN CHAPTERS 6 AND E OF 11/06l2019
FF FIN*HEI)FLOOR TJ TRIPLF OIIST ME APPLICABLE CODE SEBTTLE SHE
FLR FL I TB TOP OF CURB I CONCRETE THE STRUCTURAL DRAWINGI6 THAT EXCEED THE CODE MINIMUM
FP FIREPLACE TR TRIPLE RAFTER SIMLLEMET.FTG FOOTING' TYP TMICAL, GENERAL NO
HB NOSE BARB CLO ME NOTED S WASHER ERIMSE
HDR READER VI
NGER
JSWH WATER HEATER
HO JACK STUD COLUMN Moe WELDED WIRE FABRIC GN 1
NJ EXTRA JOIST

0
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ROOF SYSTEMS I��1 Z O
FASTENER SCHEDULE
CV
jgy(,SBED ROOF-STRUCTURALWOTER, \ F- o CARO�'
CONNECTION i"x 0.131"NAIL i"x G.710"NAIL'' / CV 'i
-I 1. PROVIDE CONTINUOUS BLOCKING THROUGH STRUCTURE FOR ALL •• ��
JOIST iv SILL PLATE NI TOENAILS a1ORMILJ BANi POINT LOAOB. z IN,
$ I
BOLE RATER]JOGTI Mu Er OC sows mo WIIACI W — C
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ass ha Mai Otitis (A Tot RNLI (q MEWLS V _J ', ,/,40� "4.
S
A MINIMUM T!lr ODB ROOF BMEATHINO "'••, `H B.
rpa as Oa Nat id Iwo A FACE SAE. MINCE NAILStil § Q """"'OO
_ f 4. TRUSS LAYOUT AND PLACEMENT BY MANUFACTURER TO •�
BMJgSTORAAEO MST" COINCIDE WITH THE SUPPORT LOCATIONS SHOWN.TRUSS
Tawwiroa ToENAulroe c
TOP PLATlOIi M:LPIAM PROFILES SHALL BE SEALED BY THE TRUSS MANUFACTURER. P-0961
T
SLOCRIORfl11110 manila ISTOENALI NI OE Rµ6'- TRUSS PLANS TO BE COORDINATED WITH THE SEALED TOP RATION ILL PLATE STRUCTURAL DRAWINGS.INSTALLATION SHALL BE IN 0 cd*ff
ACCORDANCE WITH THE MANUFACTORER'9INaTRUCRDN4.
DOIIatAOIti110 wwEroa NA.SN E1rOc
----I S. MANUFACTURER TO PROVIDE REQUIRED UPLIFT CONNECTION.
DO UIIETOP PLATES (1LLJ Eft ix NAAosTroc 1 PROVIDE Hx.641MNIMUMI OR EQUIVALENT AT EACH
DOIN6ETOP PLATOIAP NINAU'IIAFPED -t1IIMU M LAPPEF' TRUSS-TO-TOP PLATE CONNECTION AT OVER-FRAMED AREAS, CONSULTING&
Ile MIILAPLUIBIIE AEEAEAEI6EOFJMWt AI{EA,EABIIOOFJOG UNLESS I(OTEII OTHERWISE.
TOP PLATE LIP AT COMM a MUENMs NI FACE MU 1 T. UPUFTCONNECTION TE AR CARRIED THROUGH TO FLOOR
,�.:n L'OATLT.TLHUA CI9u
,...:�rr Ipt16YCT.MIY,IUi
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OPpMW11 MUST aortas -��'----yyi[ 'r.Yn1RJSOSStUNpA'LR
CPLATEI TOP UILTO ORAL EA41 ES'BR MAEI Eros ; k7EOK,FRAM,U4,0TF•BTRII4.LLRAL NOM w'wn'AucErcl:nNT,tp
PLATE IFARAL le4 io wAIU
•
IOTIOMCIEDUFRNRBIOa. I I, PROVIDE 2t4 COLLAR TIES AT 41"OC AT UPPER THIRD OF
TOP PLATED OA 11tL PLATE IS TEE ISO aTOI tows 1 RAFTERS,UNLESS NOTED OTHERWISE. tuEtu
IPERPEHDICUUITO RAW I I,.. 1A,athI
s 1• PUB RIDGES PGA FULL RAFTER CONTACT, D1.ANA SUS :osir
MNTHOJ F OS ANY CNA
BEE TA_ 111MBRAIIIFILEADDRIONA6 ETRUCIMRI(""MtlMEM PL ANS q!}}1f,1DA ID TAR
PAaTE REQUxi RASHES. IL PROVIDE OONTINUOUa SLACKING THROUGH STRUCTURE FOR ALL CONIRACT0a 01 SY
DETAILS AND NOTES DE DRAWINGS GOVERN. PANT LOAGE, ORAL IA01 ARE PADY
CL AWIN I Tilt LOT
FAaPXXTY,ON AS A MAIL
UN , 0Ve, J DENOTES OVEAP/TAMED ARRA iMIl0144PAL i
FCALS,AND COOS SH LI
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1. MINIMUM MI"000 ROOF SHEATHING
1. PROVIDE 244 RAFTER TIES AT 11'DC AT N'BETWEEN RAFTERS
AND CEILING JOIBT4.USE(4 140 NAILS AT BACH CONNECTION,
RAFTER TIES MAY BE IP►CEb AT 41"OC AT LOCATIONS WHERE
NO KNEE WALLS ARE INSTALLED, Z,,
BALLOON WALL FRAMINGIOGEDULE QP
t THESE STANDARDS G PLAN UNLESS NOTED T. PROVIDE 42.1A(MINIMUMS OR EQUIVALENT AT EACH I1W
SHEETS( RAFTER-TO TpP PLATE CONNECTION AT OVER-FRAMED AREAS,
OTHERWISE ON THE FRAMING t1N1
UNLes6 NOTED DTHERWISI, Ow
MAX HEIGHT(PLATE TC PLATE)
F RANG MaER 6 116 MPH UL 1, UPLIFT CONNECTION TO OE CARRIED THROUGH TO FLOOR
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At
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IA&12"OC 12'4" C
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•
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III 7M&11"OC U'F" u►Ts O LB•II•43•WrUa I"(MIN.el EACH END( G- i
(71 BM MI 1a"OC 17'4" UP TOTE" .B'l1•REi11"(I.LV) I'(MIN S EACH ENO
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9UlR 77" LIMPVI5/11'(LLV)ATTACH UNTIL WI ire IIM S
PI to is is.Oc 11'4- TWO BOLT woo,3'FROM aAOH END
(21716 aft"OC 71•,0'
•FDA QUEEN EMCKI LINTELS AT THG CONDITION
(a)He&11"GC 710' MAYBE 1'17412"4I11"
(a)BMI 412'CC 31'4"
NOTE:BRICK LINTELS AT SLOPED AREAS TO Be 4'13•1G'1111^
P,ALL HEWIITI ARE MEASURED RUSPLOOR TO TOP OP WALL PLATE, STEEL ANGLE WIRT ND NAILS IN L11"HOLES IN 4"ANGLE LEG
AT 17'DC To TRIFLE RAFTER,WHEN THE SLOPE EXCEEDS 4:12
A.WHEN BPIJTFRAMED WALLS ARE USED PCS HEIGHTS OVER I7', A MINIMUM OP 1"01'51,4'PLATES SHALL BE WELDED A7 Be'OD S
THE CONTRACTOR SHALL ADD 1'MINIMUM OF C111 COIL ALONG THE STEEL ANGLE. 5 3 i {L1 11
*TRAPPING IFULLY NAILED),CENTERED OVER THE WALL BREAK
c.FINGRRJOINTED MEMEERS MAY SEARED FOR CONTINUOUS O
HEIGHTS WHERE TRADITIONALLY MILLED LUMBER LENGTHS ARE
LIMITED. _r,...199020E3
4.FOR GRAATER VINO SPEED.IBC ENGINEERED SOLUTION POR ' a
CONDITION IN DRAWINGS, 1 1/0 612 01 9
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aLWTa lFEI= .TU.FACTORT FENESTRAl10N'R-VRLUE FRAME WALL WALL FL COOING WOODQOR WALL RIYALUE WALL _
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a. R UA-VALUEL ARE WMM41.I/-FACTORS AND SNAG ARE I.- THE SECOND RAALUE APPLES WHEN MORE THAN HALF THE
M4AAUM45. NSULATIN IS ON THE INTERIOR OF TIE MASS WALL *E.CONSUT_TINC
JJJ0. THE FENESTRATION UFACTOR COLUMN EXCLU.DES I. N ADDITION TO THE EXEBPTION IN SECTION N1102.3.3,A
SKYLIGHTS.THE SHOO COLUMI,APPLIES TO ALL RIAZED M AxIMUM O TWO GLAZ$YFENESTRATION PRODUCTONSUL?LNGFENESTRATION. ASSEMBLES HAVING A U.FAC TOR NO GREATER THAN OASF "10/15'I NS R.10 CONTINUOUS INSULATED SHEATHNQAN SHALL BE PERMITTED TO-RE SUBSTITUTED FOR MINIMUM CONSUL HIM ADTHE INTH R OR EXTERIOR OF THE HOME OR R1{CAVITY CODE COMPLIANT FENESTRATION PRODUCT ASSEMBLIES JERSEY CT.RADINSULATRNII AT THE INTERIOR OF THE BASEMENT WALL RR WITHOUT PENALTY. MPH1CRAWL SPACE WALL, M. N ADO1T10N TO THE EXERMTION IN SECTION N11 A2.3.3,A
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NC Division of Coastal Management 1095 4 A B CDs
Official Receipt
lit
Date: I - q 2e)
20
Received From: V " r ( 1 16" /6"1(-4 $ 00
Permit No.: T i0 Check No.: ` /I
Applicant's Name: ► • t R l WV' ew County: n 4' -/
Project Address: I CI 0 ( t/L,t:r".AG" . 4
/
Please retain receipt for your records as proof of payment for permit issued.
Signature of Agent or Applicant: Date:
!�
Signature of Field Representative. Date:

Date Date Check From Name of Vendor Check Check Permit Rct
Received Deposited Permit Holder Number amount Number/Comments
1/28/2020 Reeves Custom William Reeves First Bank 1794 $100.00 minor fee, 1510 Carolina Blvd, JD rct
Homes LLC Topsail Beach PnCo 10951