31-23 Sonson, Charles

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Charles V. Sonson
2. LOCATION OF PROJECT SITE: 1477 Ocean Pearl Road, Lot 9B Chicago 4 Inc.
Subdivision, Corolla, Currituck County, adjacent to the Atlantic Ocean.
Latitude/Longitude: 36.4264690 N,-75.8384980 W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 8/31/2022
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete — 10/26/2022
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County
Land Classification From LUP - Limited Service Area and Conservation
(B) AEC(s) Involved: Ocean Erodible
(C) Water Dependent: No
(D) Intended Use: Private residential
(E) Wastewater Treatment: Existing - None
Planned - Onsite conventional septic
(F) Type of Structures: Existing - None
Planned - Gravel access driveway, 5-bedroom house,
septic system, well, detached garage, retaining
wall, swimming pool, concrete patio, cabana,
beach accessway with open deck & gazebo.
(G) Estimated Annual Rate of Erosion: 8 ft./yr.
Source - NC Division of Coastal Management 2020 Oceanfront Erosion Rate
Setback Factors
7. HABITAT DESCRIPTION: [AREA]
nRFnr.Frl FII 1 Gn nTuco
(A) Vegetated Wetlands (404)
±484 ft2
(B) Non -Vegetated Wetlands
(C) Other
±42,640 ft2
(D) Total Area Disturbed: 43,124 ft2 (0.99 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open to Shellfishing: Yes:

Charles V. Sonson
Field Investigation Report
Page 2
8. PROJECT SUMMARY: The applicant proposes to construct a 5-bedroom single-
family dwelling with a detached garage, a gravel access driveway, a retaining wall, a
concrete patio area with a firepit, a swimming pool with a concrete deck and a cabana,
and a raised wooden beach access with both an open platform and a gazebo. The
development, as proposed, will fill ±484 ft2 of USACE jurisdictional 404-wetlands.
Project Setting
The site of the proposed development is an undeveloped Lot platted in 1997 and addressed as
1477 Ocean Pearl Road (Lot 9B Chicago 4 Inc. Subdivision), Corolla, within the four-wheel
drive area of the Outer Banks portion of Currituck County, adjacent to the Atlantic Ocean. The
site is accessed by taking NC-12 north through Corolla to the point where NC-12 exits onto the
4x4 beach sand roadway and driving north on the beach for ±2.2 miles.
The property is located within the Ocean Erodible Area of Environmental Concern (AEC) and is
platted as being ±134,072 ft2 (±3.08 acres) in size with ±147' of oceanfront; however, the
portion of the parcel that is landward of the First Line of Natural Vegetation (FLSNV) is
±117,700 ft2 (2.7 acres) in size. Base Flood Elevation for this property is 10', defining the most
seaward dune with an elevation of 16' or greater as being a primary dune. A primary dune with
a crest height of ±24' runs the width of the property. The crest is located ±35' landward of the
FLSNV, and the primary dune varies in width from ±75' to ±118'. Vegetation within the primary
dune area consists of sea oats (Uniola paniculata), American beach grass (Ammophila
breviligulata) and various herbaceous plants. Elevations drop to ±12' above sea level on the
landward side of the primary dune and then increase again to ±25' forming a secondary dune
line. On the west side of the secondary dune, elevations drop to ±6' forming a flat area where
three separate areas of delineated USACE jurisdictional 404-wetlands exist. West of the
wetland areas, dune elevations again rapidly increase to ±25' creating a third line of dunes.
From the crest of the third dune system, heading in a westerly direction, elevations gradually
decrease to ±6' where a larger delineated USACE jurisdictional 404-wetland is located adjacent
to Ocean Pearl Road. Additional vegetation growing densely within this area includes, but is
not limited to, southern live oak (Quercus virginiana), catbrier (Smilax bona-nox), loblolly pine
(Pinus taeda), three -square bulrush (Scirpus pungens), virginia pennywort (Obolaria virginica),
annual ragweed (ambrosia artemisiifolia), and yaupon holly (Ilex vomitoria). Access to the
property will be via Ocean Pearl Road, which is an unimproved road located immediately to the
west of the property. According to available information, there are no archaeological sites on or
near this site.
The adjacent riparian property to the north is developed with a single-family dwelling, a gravel
driveway off of Ocean Pearl Road, a pool with a large deck area, and a raised wooden beach
access. The adjacent riparian property to the south is developed with a single-family dwelling, a
multi -story detached garage, a gravel driveway off of Ocean Pearl Road, a pool with a large
deck area and cabana, a raised wooden beach access with an open platform, and a wooden
hatteras ramp providing access from the beach area.
According to the 2020 Oceanfront Erosion Rate Setback Factors, the erosion rate for this area
is 8 ft/yr. The Ocean Erodible AEC extends 720' landward of the FLSNV. The waters of the
Atlantic Ocean in this area are classified as SB by the Division of Environmental Management,
are considered Coastal waters and are open to shellfish taking.

Charles V. Sonson
Field Investigation Report
Pages
Development Proposal
The applicant proposes to fill ±484 ft2 of USACE jurisdictional 404-wetlands located between
the secondary and third dune systems in conjunction with the proposed construction of the
following:
A three-story, 5-bedroom single-family dwelling with a total floor area of 4,956 ft2 and
associated well and septic systems.
o The dwelling will be sited landward of the 240' CAMA setback for dwellings <5000 ft2,
with the most seaward portion of the dwelling located ±320' landward of the FLSNV.
The first floor elevation of the dwelling will be ±22.2' above mean sea level.
- A detached single -story three bay garage building (on slab) with a total floor area of 1,250
ft2 located ±370' landward of the FLSNV.
- An ±8,430 ft2 gravel driveway and parking area extending in a westerly direction from
Ocean Pearl Road to the proposed garage and house locations.
- A ±1,943 ft2 concrete patio with a firepit immediately adjacent to the western side of the
dwelling (landward of the oceanfront setback).
- A ±220' retaining wall constructed along the north side of the detached garage, dwelling
and concrete patio (landward of the oceanfront setback).
- A ±900 ft2 swimming pool with a ±1,454 ft2 concrete pool deck (pool and 6' wide pool skirt
partially within oceanfront setback)
- A ±336 ft2 single -story cabana building adjacent to the pool (landward of the oceanfront
setback).
- ±268 ft2 of raised wooden deck area adjacent to the pool within the oceanfront setback.
- A ±220' long x 4' wide elevated wooden beach accessway over the secondary and
primary dune systems with a 100 ft2 gazebo and 64 ft2 open deck located on the primary
dune.
- Contour grading (filling and cutting) of the secondary and third dune systems associated
with the above development.
Anticipated Impacts
As proposed, the development will result in the cumulative disturbance of±43,124 ft2 (0.99
acres) within the Ocean Erodible AEC (includes wetland fill).
As proposed, the development will result in the filling of ±484 ft2 of USACE jurisdictional
404-wetlands.
Submitted by: Ron Renaldi
Date: October 26, 2022

RECEIVED
Dom MP-1
APPLICATION for
Major Development Permit DCM-EC
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
N/A
Sonson
Applicant 1: First Name
Ml
Last Name
Charles
V.
Sonson
Applicant 2: First Name
MI
Last Name
N/A
N/A
NIA
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
PO Box
city
State
3028 Travis Pond Road
N/A
Williamsburg
VA
ZIP
Country
Phone No.
FAX No.
23185
USA
757 - 345 - 9465 ext. N/A
N/A -
Street Address (ifdifferent from above)
City
State
ZIP
N/A
NIA
N/A
N/A- N/A
Email
[e-mail]
2, Agent/Contractor Information
Business Name
Environmental Professionals, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
George
H
Wood
Agent/ Contractor 2: First Name
MI
Last Name
n/A
N/A
N/A
Mailing Address
PO Box
city
State
N/A
3368
Kill Devil Hills
NC
ZIP
Phone No. 1
Phone No. 2
270AQ NIA
262 -4r1 - 02OG vat. NIA
NIA -
FAX No.
Contractor#
.
NIA
N/A
Street Address(ff different from above)
City
State
ZIP
224 Colington Ridge
Kill Devil Hills
NC
27948-N/A
Email
obxwoodQyahoo.com
Form continues on back>
252.808.2808 :: 1.888.4RCOAST :: www.nccoastaiman2gOMent.net

Form DCM MP-1 (Page 2 of 4)
R 7, s ! ® APPLICATION for
0 C T 0 6 2022
Major Development Permit
3. Project Location ;-> .w,
County (can be multiple)
Street Address
State Rd. #
Currituck
1477 Ocean Pearl Road
N/A
Subdivision Name
City
State
Zip
None
Corolla
NC
27927 - N/A
Phone No.
Lot No. Is) ff many, attach additional page with list)
N/A - ext.
9B Chicago 4 Inc. Subdivision, n/a, n/a, n/a, n/a
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Atlantic Ocean
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
(Natural ❑Manmade ❑Unknown
Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
SYes ❑No
work falls within.
Currituck County
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
150
134072
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
134072, 1 1
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
14 ®NHW or ❑NWL
e.
Vegetation on tract
Pinus taeda, Scirpus pungens, Obolada virginica, Ambrosia artemisifolia, Quercus virginiana, Ilex vomitoda,Smilax bona-
nox
I.
Man-made features and uses now on tract
none
g.
Identify and describe the existing land uses solace to the proposed project site.
Residential (weekly rentals)
It.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
SFR Single Family Residential
(Attach zoning compliance certificate, IIf applicable)
®Yea ❑No ❑NA
J.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes SNo
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes SNo ❑NA
If yes, by whom? N/A
I.
Is the proposed project located in a National Registered Historic District or does it Involve a ❑Yes SNo ❑NA
National Register listed or eligible property?
<Form continues on next page>
252-808.2308 .. 1-888.4RCOAST .. www. nccoasta[manage ment. net

Form DCM MP-1 (Page 3 of 4) RECEIVED APPLICATION for
Major Development Permit
O C T 0 6 2022
m. (i) Are there wetlands on the site? ®Yes []No
((^�
(ii) Are there coastal wetlands on the site? f f C 9 `� %� A — E ❑Yes ®No
(iii) If yes to either (I) or (ii) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
none
o. Describe existing drinking water supply source.
none
p. Describe existing stone water management or treatment systems.
none
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ❑PubliclGovemment
®PrivatelCommunity
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
The house will be used for single family residential and weekly rental
c.
Describe the proposed construction methodology, types of construction equipment to be used dudng construction, the number of each type
of equipment and where it is to be stored.
The earthwork will be accomplished by skid steer to balance the tract and spread material brought in by dump truck. The
house will be constructed by hand tools. All materials and equipment will be stored onsite.
d.
List alldevelopment activities you propose.
The applicant proposes to construct 8,430sf gravel drive,22011' retaining wall, conventional waste water disposal system,
3361 sf -5 bedroom house, 1649 sf detached garage, 900 sf swimming pool,1,740 sf concrete pool deck with fire pit, 336sf
cabana, 1,943 sf concrete patio, 4' wide walkway with a 100 sf open deck have of which will be a covered gazebo.
e.
Are the proposed activities maintenance of an existing project, new work, or both? new
f.
What is the approximate total disturbed land area resulting from the proposed project? 43,124.4 ®Sq.Ft or []Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No DNA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
none
i.
Will wastewater or stonnwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes [_—]No ®NA
j.
Is there any mitigation proposed? Was []No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additionallnformation
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (t) are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Michael & Helen Poole Phone No.
Address 12395 Walnut Hill Dr. Rockville, VA 23146
Name Villa Blue OBX LLC attn: David 8 Jennifer Norris Phone No.
Address 18395 Herring Creek RD Tall Timbers, MD 20690
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and Issuing dates
None
h. Signed consultant or agent authorization form, if applicable.
1. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certiffcation and Permission to Enter on Land I
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date _10r212022 Print Name George H wood (agent for) RECEIVED
Signature
0 C T o 6 2022
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts [[ //� p
®DCM MP-3 Upland Development SD C i V I— E C
❑DCM MP-4 Structures Information
252-808-2808 :: 1-888.4RCOAST :: www, nccoastal management. net

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
el
Channel
Cn
Chan(NLW
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
or
stabilization
NWL
Length
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1 EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (1) Does the area to be excavated include coastal wetlandsimarsh
(OW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area.
of disposal area.
C. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
[]Yes ❑No ❑NA ❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner. (i) If yes, where?
e. (i) Does the disposal area include any coastal wetlandsimarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW _ ❑SAV ❑SB _
[]WL _ ❑None
(ii) Describe the purpose of disposal in these areas:
f. (i) Does the disposal include any area in the water?
❑Yes []NO ❑NA
(ii) If yes, how much water area is affected?
A VED
OCT 0 6 2022
DC;M-EG
252-808.2608 :: 1.888-4RCOAST :: www.ncssoastalmanagement.net revised: 12/26/06

Form ®CM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ® This section not applicable
(if development is a wood groin, use MP-4 — Structures)
a. Type of shoreline slabinzation: u. ufuyuJ. _
❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other. _ Width: _
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material
g. Number of square feet of fill to be placed below water level.
Bulkhead backfili _ Riprap
Breakwater/Sill_ Other_
1. Source of fill material.
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No ❑NA
(ti) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes []No ❑NA b. (i) Wilt fill material be placed in coastal wetlands/marsh (CW),
If yes,
(h) Amount of material to be placed in the water 0
(III) Dimensions of fill area 37x7
(tv) Purpose of fill
wastewater system
"other areas will be filled with materials derived from
grading of the development area
a. How will excavated or fill material be kept on site and
controlled?
sift fence
c. (i) Will navigational aids be required as a result of the project?
❑Yes SNo ❑NA
(ii) If yes, explain what type and how they will be implemented.
We
10/2/2022
Date
Sonson
Project Name
5uYI11C,yau uyvarry vcyomwvu p...•p �,... .._.._... �__„ _.
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW _ ❑SAV _ ❑SB
OWL 484 ❑None
(ii) Describe the purpose of the fill In these areas:
to prepare the site for residential construction
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
skid steer and dump truck
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(h) If yes, explain steps that will be taken to avoid or minimize
environmental Impacts.
n/a
George H Wood (agent for)
Applicant No J � E C E I V E D
Appica6gignature OCT 0 6 2022
DC14-1�
252-808.28DB :: 1-888.4RCOAST :: www.nccoastalmanaaement.net revised: 12126/06

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
c. Density (give the number of residential units and the units per
acre).
.50 unitslacre
e. if the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ONO ❑NA
(i) If yes, list the date submitted: n/a
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
14.4%
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
13.77%
j. Describe proposed method of sewage disposal.
onsite conventional
I. Describe location and type of proposed discharges to waters of the
state (e.g.. surface runoff, sanitary wastewater, industriall
commercial effluent, 'Wash down" and residential discharges).
none
b. Number of lots or parcels.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
43.124.4 sf
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
gravel and concrete
h. Projects that require a CAMA Major Development Permit may also
require a Stonnwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ONO ❑NA
(ii) If yes, list the date submitted: n/a
It. Have the facilities described in Item (i) received state or local
approval?
OYes ONO ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ONO ❑NA
If yes, attach appropriate documentation.
RECEIVED
OCT 0 6 2022
252-808-28082 :: 1-888.4RCOAST :: www.n ccoastaimanagement.net

Form DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
onsite well
o. When was the lots) platted and recorded?
March 10, 1977
10/2/2022
Date
Sonson
Project Name
George H Wood (agent for)
Applicant Nam
/
Applicant Signat
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres? n/a
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
[]Yes ®No ❑NA
KEGE:IVED
O C T 0 6 2022
L AV
252-808-2808 :: 1.888-4RCOAST :: www nccoastalmanage lent -net revised: 12126/06

Project Narrative OCT 0 6 2022
Charles V. Sonson
C.JC9Vi-FC
1477 Ocean Pearl Road
The applicant proposes to construct a single family residential structure located
at 1477 Ocean Pearl Rd. in Currituck, NC. The five -bedroom dwelling is located
landward of the 240 foot setback required for a structure less than 5000 sf. The
proposed development includes:
— 3361 sf dwelling
— 8430 sf gravel drive
— 1649 sf detached garage
— 900 sf pool
— 1740 sf concrete pool deck
— 1943 sf concrete patio
— 336 sf cabana
— 100 sf dune top gazebo
— 220 linear foot retaining wall
The development will result in 18,459 ft.2 of impervious coverage resulting in
13.77% total lot coverage. The coverage within the AEC is 13,423 ft.2 resulting in
a 14.4% lot coverage. The construction will result in filling of wetlands, however,
the development has been sited on the east portion of the property, avoiding the
more expansive wetlands on the west side. The construction will result in the
filling of 484 ft.2 of Section 404 Wetlands which will be mitigated by purchase of
wetland credits from the Great Dismal Swamp Restoration Bank. The dwelling
will be provided potable water from an onsite well and sewage will be provided
by a conventional ground absorption system.
Attached is a memo from the project engineer providing additional detail of the
proposed development.
1) The project proponent hereby certifies that all information contained herein is
true and accurate and complete to the best of my knowledge and belief.
2) The project proponent hereby request that the certifying authority review and
take action on the CWA 401 certification request within the applicable
reasonable period of time.
George H Wood CEP PWS
PO Box 3368
IGII Devil Hills, NC 27948
[e-mail]
[phone] office
[phone] cell

RECEIV F)
From: davek@bissellprofessionalgroup.00m B
Subject: 2021-037 RE: Sonson Came Major Status
Date: September 26, 2022 at 3:15 PM
To: George Wood [e-mail], [e-mail]
Cc: csonson@centuryjets.00m, Joe & Lori Mcgraw [e-mail],
Marcie Respass admin@bissellprofessionalgroup.00m
Good afternoon, George
0 C 1 0 6 2022
rrrr--
Mark Bissell ma @ s el roTe55Qalgroup.com,
Attached is the updated site plan and the building plans. Below in green are related responses to
the CAMA comments. If you need anything else from me to resubmit, please let me know before
Friday.
Indicates Dune Systems. Please provide a plan that shows dune elevation contours, both pre
& post development. The landward toe of any primary dune or frontal dune must be shown
as well. Indicates an up-to-date vegetation line approved by DCM with the approval date.
Pre & post development contours are provided. The FLSNV was reconfirmed by DCM and
related label updated.
• A significant erosion event occurred after the 10/28/2021 staking which will require
verification. Note: If the vegetation line has eroded landward, this will affect the CAMA
setbacks and AEC lines and the proposal may have to be adjusted. The FLSNV was
reconfirmed by DCM and related label updated.
There are several lines (- • • -) within the proposed development area of the house, concrete
patio, garage and pool that are not identified. Please identify or remove. This line represents
an existing toe of slope and has been added to the legend. The landward toe of the frontal
dune was also confirmed by DCM and has been added to the plan.
The proposed 3-story dwelling is listed on the site plan in both the 2 drawing and Note #4,
as well as within the narrative, as 3,361 ft ; however, Note #I1 indicates a total floor area of
4,956 ft2• These discrepancies will require clarification in all three areas. The 3,361 sf
provided in Note #4 is lot coverage and includes the dwellings footprint + roof overhang.
The 4,956 sf in Note #11 is the total heated floor area of the 3-story dwelling.
The proposed garage is listed on the site plan in both the drawing and Note #4, as well as
the within the narrative, as 1,649 ft2; however, Note #11 indicates size of 1250 ft2• These
discrepancies will require clarification in all three areas. The 1,649sf provided in Note #4 is
lot coverage and includes the garage's footprint + roof overhang. The 1,250 sf in Note #11
is the total heated floor area of the garage.
• Cross -Section Drawings and Floor Plans must be submitted for both the 3- story dwelling
and the garage that: A complete set of building plans with floor area tabulations and cross -
sections are included.
o Depicts the Total Floor Area for both structures Floor areas for the dwelling and
garage are tabulated on the Cover Sheet under BUILDING INFORMATION
o Reflects first floor elevations of buildings relative to Mean Sea Level. The building
sections of the dwelling and garage provide elevations relative to finished grade and
top of slab = 0.0'. The site plan provides finished grade and slab elevations = 19.0',

relative to MSL. 19' can, therefore, be added to the building elevations to determine
elevations relative to MSL.
• A Drawing reflecting other regulatory requirements for Sedimentation and Erosion Control
may be required; or you may include on the submitted plat any permanent or temporary
structures (i.e. Silt fencing) or grading that will take place within the AEC to achieve
compliance with Sedimentation and Erosion Control Plan. Silt fencing has been added
along the toe of proposed fill slopes and the retaining wall. A typical silt fencing detail has
also been provided on the plan.. RECEIVED
Best Regards,
OCT 0 6 2022
David Klebitz
From: George Wood <[e-mail]>
DCM-EC
Sent: Wednesday, September 14, 2022 10:59 AM
To: [e-mail]
Cc: David Klebitz<davek@bissellprofess ion algroup.com>; [e-mail];
Joe & Lori Mcgraw <albemarle27949@gmail. com>
Subject: Re: Sonson Cama Major Status
The State flagged the westward toe of the dune and confirmed my flagging of the first line
of stable vegetation. This needs to be depicted on the plat and sent back to CAMA. I am
in Europe until the 26th
George Wood
PO Box 3368
Kill Devil Hills, NC 27948
252-441-0239
obxwood @yahoo.corn
On Sep 14, 2022, at 8:35 AM, [e-mail] wrote:
Geoge and Dave,
Can you guys give us an update on the status of the CAMA Major
review and your thoughts on timeline?
Chris
Christopher Nason, AIA
Beacon Architecture and Design, PLLC
[phone]

GENERAL DEVELOPMENT NOTES:
f
N
1.
OWNER/APPLICANT:
CHARLES V. SONSON
3028 TRAVIS POND RD.
WILLIAMSBURG, VA 23185
DEED REFERENCE: DB:1615, PG:358, C.C.R.D
W E
2.
PROPERTY DATA:
!� S
SITE
LOT CHiCAGO 4 INC. SUBDIVISION
B
PLAT REFERENCE: PC: F, SL: 127, C.C.R.D
PIN: 0102-000-009B-0000
ADDRESS: 1477 OCEAN PEARL RD, COROLLA, NC 27927
3.
FEMA DATA:
FLOOD ZONE: F.I.R.M. ZONES X & VE (10),
PANEL NUMBER 3720992BOOK & 3720993800K;
EFFECTIVE DATE: DECEMBER 21, 2018
(DATA SUBJECT TO CHANGE BY FEMA)
4.
LOT COVERAGE DATA:
LOT AREA TO MHW: 132,218 SF [EXCLUDES 7,454 SF IN R/W]
FD
ATLANTIC
CURRITUCK
PROPOSED DWELLING UNDER ROOF: 3,361 SF
OCEAN
PROPOSED GARAGE UNDER ROOF: 1,649 SF
SOUND }}
PROPOSED GRAVEL DRIVE: 8,430 SF
PROPOSED CONCRETE PATIO: 1,943 SF
PROPOSED POOL:* 900 SF
(
PROPOSED CONCRETE POOL DECK: 1,454 SF
PROPOSED CABANA UNDER ROOF: 336 SF
PROPOSED DUNE TOP GAZEBO: 100 SF
TOTAL IMPERVIOUS COVERAGE: 18,173 SF
PERCENT IMPERVIOUS LOT COVERAGE: 13.74%
'OPEN DECKS OVER GROUND SURFACE ARE EXCLUDED
5.
U TILITIES DATA:
THIS DEVELOPMENT WILL BE SERVED BY ON -SITE WASTEWATER PER THIS PLAN.
THIS DEVELOPMENT WILL BE SERVED BY ON -SITE WELL
OCOIIa
ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND.
6.
PARKING DATA:
REQUIREMENTS -
(2) SPACES FOR BEDROOMS 1-4
(11 SPACES FOR BEDROOM 5
7. PROPERTY BOUNDARY BASED ON A FIELD SURVEY PERFORMED AND PREPARED BY
BISSELL PROFESSIONAL GROUP. TOPOGRAPHY BASED ON A COMBINATION OF LIDAR
DATA AND FIELD SURVEYS PERFORMED BY BISSELL PROFESSIONAL GROUP.
ELEVATIONS ARE NAVD88 VERTICAL DATUM.
8. DIMENSIONS OF PROPOSED BUILDINGS ARE BASED ON BUILDING PLANS TITLED
"SONSON RESIDENCE," PREPARED BY BEACON ARCHITECTURE + DESIGN, PLLC, DATED
5-27-2022. DEVIATIONS MAY REQUIRE SITE AND PERMIT MODIFICATIONS.
9. DIMENSIONS AND LOCATIONS OF PROPOSED POOL, PATIOS, CONCRETE DECKS,
WALKWAYS AND GAZEBO BASED ON DIRECTION PROVIDED BY OWNER AND ARCHITECT.
DEVIATION MAY REQUIRE SITE AND PERMIT MODIFICATIONS.
10. THE WETLANDS SHOWN ON THIS DRAWING WERE FLAGGED BY ENVIRONMENTAL
PROFESSIONALS, INC. AND SURVEYED BY BISSELL PROFESSIONAL GROUP. A PLAT
TITLED "CHARLES SONSON WETLANDS SURVEY PLAT," PREPARED BY BISSELL
PROFESSIONAL GROUP AND REVISED DATE 4-28-2022, HAS BEEN SENT TO THE
U.S.A.C.O.E. FOR APPROVAL
THIS PLAN PROPOSES TO FILL 484 SF (0.01 AC.) OF WETLANDS THAT WALL REQUIRE
AN APPROVAL FROM THE U-S.A.C.O.E.
11. CAMA NOTES:
THE FIRST LINE OF STABLE NATURAL VEGETATION (F.LS.N.V.) SHOWN ON THIS
DRAWING WAS FLAGGED BY ENVIRONMENTAL PROFESSIONALS, INC., CONFIRMED BY
THE NC DIVISION OF COASTAL MANAGEMENT ON 8-31-22 AND SURVEYED BY
BISSELL PROFESSIONAL GROUP ON 9-19-22.
THE NC DIVISION OF COASTAL MANAGEMENTS (DCM) INTERACTIVE MAP VIEWER
CURRENTLY PRESCRIBES A SETBACK FACTOR OF d& ALONG THE SHORELINE OF THIS
PROPERTY. THIS FACTOR RESULTS IN THE 720' OCEAN ERODIBLE AREA AEC AND THE
OCEAN HAZARD SETBACKS SHOWN ON THIS DRAWING.
THE PROPOSED DWELLING IS LOCATED LANDWARD OF THE 240' SETBACK AND
SEAWARD OF THE 480' SETBACK. DCM REGULATIONS REQUIRE STRUCTURES IN THIS
LOCATION TO HAVE A TOTAL HEATED FLOOR AREA LESS THAN 5,000 SF. THE
BUILDING PLANS INDICATE TOTAL ENCLOSED SQUARE FOOTAGES OF 4,956 SF FOR
THE PROPOSED DWELLING AND 1,250 SF FOR THE PROPOSED DETACHED GARAGE.
THE ARE HEATED SQUARE FOOTAGE AREAS THAT DIFFER FROM THE LOT COVERAGE
AREAS PROVIDED IN NOTE #4. IT IS THE OWNER'S AND CONTRACTOR'S
RESPONSIBILITY TO ENSURE THAT THESE STRUCTURES ARE CONSTRUCTED IN
POSTS MUST BE 1.33 LBhANEAR FT. STEEL WITH
WHEN STANDARD STRENGTH FILTER FABRIC
1. USE BYNTHETIC FILTER FABRIC OF AT LEAST 9= BY W GHT M
A MIN. LENGTH OF S. POST SHALL HAVE PROJECTIONS
IS UTILIZED WIRE FENCING MUST ALSO BE
PILYOlEHNS M POLWSIDL 'Wm IS cEBnFm BY THE
TO FACILITATE FASTENING OF FILTER FABRIC.
INSTALLED ON UPSTREAM SIDE OF POSTS.
MAIDFACNREB AS CONFORMING TO THE REWII¢MENTS N
INSTALL POSTS 8' O.C. MAX WHEN STANDARD
EXTEED MAX. 24' ABOVE EXISTING GRADE TO
A D WI. FILTER FABRIC SHNI CONTAIN ULTMMOIET BAY
FABIRC & WIRE SUPPORT FENCE ARE UTILIZED.
BOTTOM OF TRENCH.
WMRIICRS AND STABNJ7 M MOWZ A MINIMUM W 6
MONTHS OF EXPECTED USABIE CWSTf61CT0N IIFE AT A
INSTALL POSTS V O.C. MAX WHEN EXTRA STRENGTH
TRAPER TJW RANGE OF 0 TD 1207.
FABIRC
2 CWST U THE U01AIENT BARRIER aF STANDARD W E%iRA
WITHOUT WIRE FENCE IS UTILIZED.
SIRENGTI 9YN C FILTER FINK. ENSURE THAT THE HDCJD
MIN. 14 GA.
OF THE SEGMENT FENCE DOES NOT E%GEED 24 Wp Al O
WIRE FENCING
111E CDOIMO ww'
STEEL POSTS ONLY
MAX. 6'X6"SPACING
0001 � 1NE FILTER FABRIC FFNW A CWTIWWS ROLL WT
TO W UNGTH M THE BARRIER TO AMID JOINTS. MM
JNNIS APE NECESSARY, SECURELY FASTEN THE MM C1DTH
`av
qLY AT A SUPPOIIT POST " 4 FT MWMUM OVERLAP M
TE NEXT POST.
♦ HETIC FLIER PANIC 91NL ff fTI:N N O SE:NGTH 10
EACH MM. 50 W. STRDIGI LINE
EACH FENCE
T T . N
DP TES TOP, MID-sECT10N AND BOTTOM. FABRD
D W
M .
SI/ALL � BETMEIII TS' A 24' MAX ABOVE
424"
GINMT
q ON iFIE IMYOPE SDE a T{E POS1S EXRU
IiI
G RLL
SIIRIGIX SPACMG SHALL BE
FABRIC WILY
FAS TO
SEGAR].Y FASIENLTI DIPECTLY
POSTS12
A
INCMES dF FlLTF7t FA9IC SHN1 BE BURIED IN AN
EXCAVATED 1RFNClH APPROXMATELY 4 WDE AND 6
01'
NOHES DEEP ALWc THE PROPOSED LINE OF POS15 AND
TiENCH
CONSTR
MEWANECNDILV WTMI.E m Egipc m OWRR
E FILTERTRENCH
FABRIC. DO NOT ATTACH FlL161 FABRIC TO TR£ES.
UPSTREAM SIDE OF FENCE
& SILT FENCE SHUL BE INSPECTED AT {EAST MM A WED( A
STEP
S7EP2
,v BR EACH MNIFA. a T. llA ANY REPAIRS
Y0NEDIATELY. SHWD THE FABRIC COLLAPSE• TEAR, DECDMPDEE
M BECOME INETTECIIYE• RE M IT MDIHPTLY.
7. IEMOVE SEDROIT Dl P AS NECESSMY TO moM
FASTEN THE FILTER FABRIC TO THE UPSTREAM
BACKFILL THE TRENCH AND COMPACT THE SOIL
ADEWAM STORAGE MLLME FM TE NEXT RAN AND TO
SIDE OF POSTS OR WIRE FENCE IF UTWAZED.
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
REDUCE PRESSURE W T POKE TARE CARE M AMID
EXTEND FABRIC 8"DOWN &4°FORWARD ALONG
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
UNODiMNING TIE FENCE WRING CIEANWT.
B. M1,10W AIL FENCING MATERIALS AND UNSTABHE SEO MT
THE TRENCH.
DEPOSITS AND BRING THE AREA TO 4RA� AND STABILFM R
AFTBi THE CgiTHBUTNG q AM AREA HAS BEFIT
PROPERLY STAIRJ=
STEEL POSTS
N
A
WIRE FENCE
m
FILTER FABRIC
N
m WIRE OR PLASTIC TIES
BOTTOM OF WIRE FENCE
'ti is
AND FILTER FABRIC BURIED
IN EXCAVATED TRENCH
x �yQW
STEEL POST DRIVEN
A
4' INTO GROUND
STEP 3
STEP 4
SECTION A-\
VICINITY MAP NOT TO SCALE (3) TOTAL PARKING SPACES REQUIRED ACCORDANCE WITH DCM REGULATIONS. TirP1C M SMT FENCING DIRTAM
PROVISIONS - NOT TO SCALE LOCATION AS NOTED ON PLAN
268 SF OF OPEN TIMBER DECK EAST OF THE POOL IS LOCATED WITHIN THE 240'
(3) 10'x18' PARKING SPACES PROVIDED SETBACK. CONCRETE POOL DECK WITHIN THE 240' SETBACK IS 6' WIDE, OR LESS.
L� a
TOTAL IMPERVIOUS IMPROVEMENTS WITHIN THE 480' SETBACK EQUAL 14,037 SF.
,
A CAMA PERMIT WILL BE REQUIRED FOR THIS DEVELOPMENT. '?gYt+
\ 1 1 r \
\? O
41 l NC NAD 83(2011) GRID NORTH + NOW OR FORMERLY
VILLA BLUE GBX, LLC
D.B. 1579, PG. 574
OA
92743'
35"E
1 ; , 683.Llb,
- fir
1
II'
•, - _ `LEVEL GRADE 73'X3T AREA TO 7.5 • l
Y` ` r•.r ELEVATION 17.w± FOR WASTEWATER
_
/ DISPOSAL SYSTEM
d 1 (HAVE ARHS INSPECT AND APPROVE _ -
jv ' PRIOR TO SYSTEM INSTALLATION) L
PROPOSED ACTIVE
ram,
t \1
I WASTEWATER DISPOSAL AREA
E � _ w�iA - • �� {� - .1 . 1
) I - rI II\
CWOWSYSTEM
DESIGN FLOW. 800 GPD
PEDESTAL _- -- LTAR: 0.80 GPD SF
RE . DISPOSAL AREA: 7 SF
REQ. LATERAL LENGTH: 2w L
-.
-
'
"JW T I 1 .y, 'II
2
i \ / PROVIDED LATERAL LENGTH.
N 1,
I -
1'
,4
4 6 LF SPACED O 9' O.C. . - i 3
- -- A Y ARHS)
r' TO BE PPPOVED B A H
1
1 N -I I
_
, I
�\ 1
i
`\1 I 1_ 1 r 1 PROPOSED WASTEWATER N 1
`.
1 /' I _ /
o 1, -- DISPOSAL 1 REPAIR AREA
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1 1'
- M ,
r
' 1 `I \ `.' � • V `'_' ,.. -T _ r ` - '! / PROPOSED
.404`WETLANDS `./ i LIMITS OF r�5' i
1 r 1 �. = `. DIS'NRBANCE >�4•-27-
n O
S76' 11' 37"E 8.30'
` O EXPOSED UNDER 1 C - - _ 1 r I r ' ` `, I
w
7_ROUND ELECr�� " 1
_____ i r I \ ,
FIRST LINE STABLE
NATURAL VEGETATION
PROPOSED CONFIRMED BY DCM
, I 11
1 SILT FENCE ALONG
i TOE OF FILL & R 404 WETLANDS ,' , �`, , 7�
POSSIBLE WELL SITE RETAINING WALL lT T 1 1 �.+��•'�_ � r � ' . •.,�,, , , ,,�
MUST BE PERMITTED BY LENGTH:265 LFt Op �� 1 �� y ` I
ARHS AND INSTALLED BY SHOWN OUTSIDE LOD
', i LICENSED WELL DRILLER FOR CLARITY ` • % ,
PROPOSED \\
, RETAINING WALL I' 'I \�.>` I' ``,`, ` N �Z
LENGTH: 220't i �� _/-' __ ______.� Ilk' I PROPOSED '` 1 ` ' ' ` 10
HEIGHT: VARIES • �- __ _ i (DUNE TOP GAZEBO '1` '�\ ^
' ` (DESIGN BY OTHERS) 1 `` +-� `�_404 WETLANDS /,' _ _ _ _ _ _ ' qc�' r� r (100 SF) `, '\ l
- 1 TO BE FILLED '�'' PROPOSED
____OF
I : �` 4`{/M1`W�11.AND5• ITS
,.)(361 SF) _ _ DISTURBA
3 __ NCE
' 404. WETLANDS ' _- -- _ (0.99 AC.)\. i.► 1 1 ` 1 11 `,� 1\
'!- TO BE FILLED I • - -- a "
I
GAR = c= I 1 � I 1 UFlRZ
649 -1 _ _ _ ,\ OPEDUNEDEPROPOSED ELEVATED`. -- 1TIMBER WALKWAY 1 '1 ' ` '• CABANA�rg
TOE OF
MA
�.. `RKED BY DCM
11 ICI II III
I I PROPOSED _
. 1 - i _ _ `LOCATED 9-19 22
, 3-STORY WOOD _ - 1-: .0° ' r 1 --25_ _ _ _26--�
9
1 } � 111 1 `1 I I , '1 1
` FRAME DWflJ.ING //
DE
6
, \ '1
` ON PILE a �/• 'i / i / I ' I ` 1 1 ' , , 1 \ \I
' / ,- MEAN HIGH WATER
N FOUNDATIONm'. r I ' 1
i r' cn , ` ELEV-12'
m I,
O' ' I
I I 5 BEDROgAS u O 1 , 1 1>' " LOCATED 9-19-22 5 / /
SAD 11 1 ' `1 O
- OP `,�
, l� 1 DOL 1 P •+ 1 r' 1 ,I
11 p ,1
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A' '* MM 11
' FGE: 19.0 I, 1 r r
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-
.D• 7HABER DECK r" I _ _ 1 9 -
{ '1
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, +2 _ --- 1," 1 WITHIN CAM _ _ 1 1 '1 .L.J•- . \`,
-
{ SETBACK
- -
1� 1 l -' ` 1 ,.. -`,; / ,-. _' 1 , 1 1 \` • , -"- 'i 1 IXE-
b 268 sh
,
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.6
5
4 __i PROPOSED' I , i 1+ 1 _'" � �� ' , I ♦ - j y _, _ �' �
CONCRETE �
/,' , t �i
__15 PROPOSED -PROPOSED POOL DECK ,' 1, ; ",,' m �•►
ALONG
7S.St ,20'-F'
_.CONCRETE --DIET FENCE ' (4
PATIO LIFT_ I /
PROPOSED
20 - 1.250 GAL SEPTIC TANK - - _ (194,3 SF) ,-- SHOWN •OUTSIDE ,' i / - - /
- '/ W/ SIMPLIX PUMP ' ____
MIN. 5' IV LOD FOR CLARITY
DWELLING)
D 1 m .� 6.o'f D �, 5. ao .WB 553 92 STING -
" �1 x \ 7, (N!A`lQ- -� 1 �' ` it �� r
1 'PROPosoml) DRIVE o .� 1 `•1 1 s-.- �" ., 1�, - W 949.64
O '� .,PAR`g 4G3p 5Ft) - �s 1';.0- �� '�`. --- - r� 581'_25
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NOW OR FORMERLY
L
MICHAEL & HELEN POOLE
ro , __ -
60 ACCESS ` ', I
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' EASEMENT PC." '
4 B. SL` 24 , � 50 oT
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CONTROL CORNER
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NO - - -
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L 1 E=2,929,605.37
ESTABLISHED BY RTK GPS
1 \ USING THE NO RTK NETWORK'
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" 1♦ 100.00
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1
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P.C. L, SL 117 1
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n 1 ECM ROUND
PEARL AS SHOWN
ON P.C. F. SL. 127
� 1
i 11 O
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1
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PROPOSED PVC FORCE
LENGTH: 80' 3
PROPOSED DUCTILE IRON PIPE
CONDUIT UNDER DRIVEWAY
LENGTH: 504
36' MIN. COVER
MIN. DIAMETER NECESSARY TO
ACCOMMODATE PVC FORCE MAIN
E%ISTING px,�LLONG
ENCROACHING
GRAVEL
LEGEND s mdB.QL DESCRIPTION
- -
= RIGHT OF WAY
= PROPERTY BOUNDARY
= ADJACENT PROPERTY LINE
FEMA® FEMA-
- FEMA FLOOD ZONE BOUNDARY
- - - - - -7- - - -
= EXISTING GRADE CONTOUR
=TOP OF BANK
.
=TOE OF SLOPE
= PROPOSED DISTURBANCE LIMIT
= PROPOSED SILT FENCE
- PROPOSED RETAINING WALL
iO
= PROPOSED GRADE CONTOUR
- PROPOSED WW DISPOSAL UNE
---
- FM F,V FM -
- PROPOSED WW FORCE MAIN
- PROPOSED WW CONVEYANCE
8.24•-'
= PROPOSED GRADE SPOT ELEV.
®
= POSSIBLE PROPOSED WELL SITE
= PROPOSED GRAVEL
= PROPOSED CONCRETE
= PROPOSED WETLAND FILL
30 0 15 30 60
1. = 30,
GRAPHIC SCALE
NOTE:
EXISTING SITE INFORMATION DESCRIBED HEREON IS BELIEVED TO BE
ACCURATE, HOWEVER, BPG INC. MAKES NO WARRANTY AS TO THE
ACCURACY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THIS
INFORMATION BEFORE RELYING ON IT. THE CONTENT OF THESE
DOCUMENTS MAY ALSO INCLUDE TECHNICAL INACCURACIES OR
TYPOGRAPHICAL ERRORS. IF SUCH CONDITIONS EXIST, THE
CONTRACTOR SHALL CONSULT WITH THE ENGINEER PRIOR TO
PROCEEDING WITH THE SCHEDULED WORK AND MAY CONTINUE
AFTER AN AUTHORIZATION TO PROCEED HAS BEEN GRANTED.
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639
DATE:
SCALE:
5-24-22
1"=30'
DESIGNM
CHECIO=D:
BPG
MOB
D WN:
APPROVED:
DMK
DMK
SHEET:
1
1
OF
CAD FILE:
2021-037SP4
PROJECT NO:
2021-037

Sonson Residence
1477 Ocean Pearl Rd, Corolla, North Carolina
GENERAL NOTES
LIST OF DRAWINGS
1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THE
ARCHITECTURAL DRAWINGS
STRUCTURAL DRAWINGS
ARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACT
T1.1
Title Sheet
S1.1
Foundation & First Floor Framing Plan
DOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,
A1.0
Floor Plan- Overview
S1.2
Second Floor Framing Plan
OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WAS
A1.1
Floor Plans- First Floor
S1.3
Third Floor Framing Plan
DISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,
A1.2
Floor Plans- Second Floor
S1.4
Third Floor Ceiling Framing Plan
AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTE
A1.3
A2.1
Floor Plans- Third Floor
Exterior Elevations
S1.5
S1.6
Roof Framing Plan
Garage Framing Plans
A WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOW
A2.2
Exterior Elevations
S1.7
Cabana Framing Plans
A REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.
A2.3
Exterior Elevations
A2.4
Exterior Elevations
2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,
A3.1
Building Sections
SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/OR
A4.1
Schedules
ENGINEERS.
3. ALL PARTIES ACKNOWLEDGE AND AGREE THAT ALL DESIGNS ARE THE SOLE PROPERTY OF THE ARCHITECT. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS.
ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTED WITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL
PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATE DETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO
INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'S PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT
LIMITATION ARCHITECT'S WEBSITE).
4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.
5. GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROPER INSTALLATION OF ALL INSULATION. INSULATION MUST BE CONTINUOUS AT THE BUILDING ENVELOPE, G.C. TO
BLOCK AS REQ'D FOR INSTALLATION. THE ARCHITECT RECOMMENDS A WHOLE HOUSE BLOWER DOOR TEST TO BE PERFORMED AS WELL AS THERMAL IMAGING TO
ASSURE PROPER SUBCONTRACTOR INSTALLATION PRIOR TO COMPLETION AND THE TEST RESULTS PROVIDED TO THE OWNER.
6. GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SIZING OF THE HVAC SYSTEM TO WORK WITH THE INSULATION INDICATED ON THE PLANS. THIS MAY INCLUDE A
MANUAL J CALCULATION (ACCA 8TH EDITION) AS WELL ADEQUATE OUTSIDE AIR REQUIREMENTS TO MEET NC BUILDING CODES.
ABBREVIATIONS
AB
ANCHOR BOLT
CONC
CONCRETE
FF
FACTORY FINISH
HWH
HOT WATER HEATER
CA
OVERALL
S
SOUTH
VWC VINYL WALL COVERING
ABV
ABOVE
CONST
CONSTRUCTION
FFE
FINISHED FLOOR ELEVATION
HWD
HARDWOOD
OBS
OBSCURE
SAB
SOUND ATTENUATION BATT
W WEST
AC
ACOUSTICAL
CONT
CONTINUOUS
FFL
FINISHED FLOOR LINE
HX
HEXAGONAL
OC
ON CENTER
SC
SOLID CORE
W/ WITH
A/C
AIR CONDITIONING
CONTR
CONTRACTOR
FG
FIXED GLASS
ID
INSIDE DIAMETER
OD
OUTSIDE DIAMETER
SCH
SCHEDULE
WB WHITE BOARD
ACC
ACCESS
COR
CORRUGATED
FGL
FIBERGLASS
ILK
INTERLOCK
OH
OVERHEAD
SCT
STRUCTURAL CLAY TILE
WC WATER CLOSET
ACFL
ACCESS FLOOR
CORR
CORRIDOR
FHS
FIRE HOSE STATION
INCIN
INCINERATOR
OHMS
OVALHEAD MACHINE SCREW
SD
STORM DRAIN
WD WOOD
AWP
ACOUSTICAL WALL PANEL
CPG
COPING
FHMS
FLATHEAD MACHINE SCREW
INCL
INCLUDE(D), INCLUDING
OHWS
OVALHEAD WOOD SCREW
SECT
SECTION
WG WIRE GLASS
ACP
ACOUSTICAL CEILING PANEL
CPR
COPPER
FHWS
FLATHEAD WOOD SCREW
INS
INSULATE, INSULATION
OJ
OPEN -WEB JOIST(S)
SF
SQUARE FOOT
WH WALL HUNG
ACPL
ACOUSTICAL PLASTER
CPT
CARPET
FIN
FINISH (ED)
INSC
INSULATING CONCRETE
OF
OPAQUE
SFGL
SAFETY GLASS
WHB WHEEL BUMPER
ACR
ACRYLIC PLASTER
CR
CHROMIUM PLATED
INSF
INSULATING FILL
OPPH
OPPOSITE HAND
SG
SHEET GLASS
WI WROUGHT IRON
ACT
ACOUSTICAL TILE
CRG
CROSS GRAIN
FIXT
FIXTURE
INT
INTERIOR
OPNG
OPENING
SH
SHELF, SHELVING
WIN WINDOW
AD
AREA DRAIN
CRS
COURSE (S)
FJT
FLUSH JOINT
INTM
INTERMEDIATE
OPP
OPPOSITE
SHO
SHORE, SHORING
WM WIRE MESH
ADD
ADDENDUM
CS
COUNTERSINK
FLCO
FLOOR CLEANOUT
INV
INVERT
OPS
OPPOSITE SURFACE
SHT
SHEET
W/O WITHOUT
ADH
ADHESIVE
CSMT
CASEMENT
FLG
FLASHING
IPS
INTERIOR PAINT SYSTEM
SHTH
SHEATHING
WP WATERPROOFING
ADJ
ADJUSTABLE
CST
CAST STONE
FLR
FLOOR
PAR
PARALLEL
SIM
SIMILAR
WPT WORKING POINT
ADJT
ADJACENT
CT
CERAMIC TILE
FLUR
FLUORESCENT
JC
PB
PANIC BAR
SKLT
SKYLIGHT
WR WASTE RECEPTACLE
AFF
ABOVE FINISHED FLOOR
CTHK
COATHOOK
FLX
FLEXIBLE
JANITOR'S CLOSET
PBD
PARTICLE BOARD
SL
SLEEVE
WRP WATER REPELLANT
AGG
AGGREGATE
CTR
COUNTER
FN
FENCE
JF
JOINT FILLER
PCC
PRECAST CONCRETE
WS WATER T P
AHU
AIR HANDLING UNIT
CTSK
COUNTERSUNK SCREW
FNDN
FOUNDATION
JST
JT
JOIST
PCF
POUNDS PER CUBIC FOOT
SLNT
SEALANT
WSCT WAINSCOT
ALT
ALTERNATE
CX
CONNECTION
FOC
FACE OF CONCRETE
JOINT
PE
PORCELAIN ENAMEL
y�Ty,� WALL TO WALL
ALUM
ALUMINUM
CY
CUBIC YARD
FOF
FACE OF FINISH
KIT
KITCHEN
PERF
PERFORATE(D)
SP
SOUNDPROOF
WWF WELDED WIRE FABRIC
ANC
ANCHORAGE
p
DRAIN
FOM
FACE OF MASONRY
KO
KNOCKOUT
PERT
PERIMETER
SPC
SPACER
WWM WELDED WIRE MESH
ANOD
ANODIZED
DA
DOUBLEACTING
FOS
FACE OF STUDS
KPL
KICKPLATE
PFB
PREFABRICATE(D)
SPEC(S)
SPECIFICATION (S)
WS WEATHER STRIP
AP
ACCESS PANEL
DEM
DEMOLISH, DEMOLITION
FP
FP(G)
FIRE PROTECTION
FIREPROOF(ING)
PRN
PG
P
SPL
SPKR
SPECIAL
SPEAKER
APPROX
APPROXIMATE
DEP
DEPRESSED
FPL
FLOOR PLATE
L
LENGTH
PK
PLLATEATE GLASS
SQ
SQUARE
APT
APARTMENT
DET
DETAIL
FIR
FRAME(D) (ING)
LAB
LABORATORY
PL
PARKING
SSK
SERVICE SINK
ARCH
ARCHITECTURAL (ARCHITECT)
pF
DRINKING FOUNTAIN
FRC
FIRE-RESISTANT COATING
LAD
LADDER
PLAM
PROPERTY LINE
SSTL
STAINLESS STEEL
ASB
ASBESTOS
DH
DOUBLE HUNG
FRG
FIBERGLAS REINFORCED GYPSUM
LAM
LAV
LAMINATE D
( )
LAVATORY
PLAS
PLASTIC LAMINATE
PLASTER
STA
STATION
ASC
ABOVE SUSPENDED CEILING
DIAG
DIAGONAL
FRPL
FIBERGLAS REINFORCED PLASTER
LB
LAG BOLT
PLF
POUNDS PER LINEAR FOOT
STD
STANDARD
ASPH
ASPHALT
DIAM
DIAMETER
FRP
FIRE RATED PLYWOOD
LBL
LABEL
PLT
PLATE
STG
SEATING
AT
ASPHALT TILE
DIM
DIMENSION
PNL
STL
STEEL
AUTO
AUTOMATIC
DIV
DIVISION
FRGD
FORGED
LC
LIGHT CONTROL
PANEL
STOR
STORAGE
AV
AUDIO VISUAL
pL
DEAD LOAD
FRT
FIRE RETARDANT TREATED
LF
LINEAR FOOT
PNT(D)
PAINT (ED)
STIR
STRUCTURAL
DMT
DEMOUNTABLE
FS
FULL SIZE
LH
LEFT HAND
POLY
POLYETHYLENE
SUS
SUSPENDED)
BBD
BULLETIN BOARD
DMPR
DAMPER
FTG
FOOTING
ILL
LIVE LOAD
PR
PRF
PAIR
SVT
SOLID VINYL TILE
BBR
BASEBOARD RADIATION
DN
DOWN
FURR
FURRED, FURRING
LPT
LOW POINT
PSC
PREFORMED
SYM
SYMMETRICAL
BD
BOARD
DP
DAMPROOFING
FUT
FUTURE
LT
LIGHT
PRESTRESSSED CONCRETE
SYN
SYNTHETIC
BEL
BELOW
DPL
DISPOSAL
GA
GAUGE
LTL
LINTEL
PSF
POUNDS PER SQUARE FOOT
SYS
SYSTEM
BIT
BITUMINOUS
DPL
DISPENSER
GALV
GALVANIZED
LVR
LOWVER
PSI
POUNDS PER SQUARE INCH
STN
STONE
BIT
BED JOINT
DR
DOOR
GB
GRAB BAR
LW
LIGHT WEIGHT
PT
PRESSURE TREATED
B_T
BUILDING
DRB
DRAINBOARD
GC
GENERAL CONTRACTOR
LWC
LIGHT WEIGHT CONCRETE
PTC
POST TENSIONED CONCRETE
BLK G
( )
BLOCK(ING)
DS
DOWNSPOUT
GF
GROUND FACE
LWF
LIGHT WEIGHT FILL
PTD
PRESSURE TREATED
T
TREAD
BM
BEAM
pT
DRAIN TILE
GFI
GROUND FAULT CIRCUIT INTERRUPTOR
LCC
LEAD COATED COPPER
PTN
PARTITION
TB
TOWEL BAR
BMK
BENCH MARK
DTA
DOVETAIL ANCHOR
GI
GALVANIZED IRON
PTR
PAPER TOWEL RECEPTOR
T&B
TOP AND BOTTOM
BO
BY OWNER
DTS
DOVETAIL ANCHOR SLOT
GKT
GASKET
M
METER(S)
PVC
POLYVINYL CHLORIDE
TC
TERRA COTTA
BOT
BOTTOM
DW
DISHWASHER
GLF
GLASS FIBER
MAS
MASONRY
PVG
PAVING
TEL
TELEPHONE
BP
BACK PLASTERED
DWG
DRAWING
GP
GALVANIZED PIPE
MAX
MAXIMUM
PVMT
PAVEMENT
TEMP
TEMPORARY
BPL
BEARING PLATE
DWR
DRAWER
GPL
GYPSUM LATH
MB
MACHINE BOLT
PWD
PLYWOOD
T&G
TONGUE AND GROOVE
BRG
BEARING
DWTR
DUMBWAITER
GPPL
GYPSUM PLASTER
MBR
MEMBER
QT
QUARRY TILE
THK
THR
THICK(NESS)
THRESHOLD
BRZ
BRONZE
E
EAST
GPT
GYPSUM TILE
MECH
MECHANICAL
BS
BOTH SIDES
EA
EACH
GIRD
GRADE, GRADING
MED
MEDIUM
R
RISER
TKBD
TACKBOARD
BSMT
BASEMENT
EB
EXPANSION BOLT
GRPG
GLASS REINFORCED
MEP
MECHANICAL, ELECTRICAL
RA
RETURN AIR
TKS
TACKSTRIP
BTWN
BETWEEN
EF
EXHAUST FAN
POLYMERIZED GYPSUM
AND PLUMBING
RAID
RADIUS
TMPD
TEMPEREDT.O. TOP OF
BUR
BUILT UP ROOF
EJT
EXPANSION JOINT
GRANITE
MET
METAL
RAG
RETURN AIR GRILLE
TOC
TOP CURB
BVL
BEVELED
EL
ELEVATION
GSS
GALVANIZED SHEET STEEL
MFD
METAL FLOOR DECKING
RAI
REMOTE ALARM INDICATOR
TOLERANCETTOIL
BW
BOTH WAYS
ELEC
ELECTRIC (AL)
GST
GLAZED STRUCTURAL TILE
MFR
MANUFACTURER
RB
RUBBER BASE
TOM
TOP OF MASONRY
ELEV
ELEVATOR
GT
GROUT
MH
MANHOLE
RBS
RUBBLE STONE
TOW
TOP OF WALL
EMER
EMERGENCY
GVL
GRAVEL
MI
MALLEABLE IRON
RBT
RABBET
TPL
TOP OF PLATE
CAB
CABINET
ENCL
ENCLOSURE
GWg
GYPSUM WALLBOARD
MIN
MINIMUM
RCP
REINFORCED CONCRETE PIPE
TOS
TOP OF STEEL
CAD
CADMIUM
EPBD
ELECTRIC PANELBOARD
GYP
GYPSUM
MIR
MIRROR
RD
ROOF DRAIN
TP
TACK PANEL
CB
CATCH BASIN
EPS
EXTERIOR PAINT SYSTEM
MISC
MISCELLANEOUS
RE
REINFORCE(D), REINFORCING
TPD
TOILET PAPER DISPENSER
CEM
CEMENT
EQ
EQUAL
HB
HOSE BIB
MLDG
MOLDING, MOULDING
REF
REFERENCE
TPTN
TOILET PARTITION
CFL
COUNTERFLASHING
EQPT
EQUIPMENT
HBD
HARDBOARD
MM
MILLIMETER(S)
REG
REGISTER
TR
CF
CUBIC FOOT
ESCL
ESCALATOR
HC
HOLLOW CORE
MMA
MISC METAL ACCESSORY
REM
REMOVE
TSL
TRANSOM
CG
CORNER GUARD
ESTM
ESTIMATE
H/C
HANDICAP(PED)
MO
MASONRY OPENING
REQD
REQUIRED
TV
TOP OF SLAB
CHAM
CHAMFER
ETR
EXISTING TO REMAIN
HD
HEAVY DUTY
MOD
MODEL
REQA
REQUIREMENTS
TW
TELEVISION
TOP OF WALL
CHBD
CHALKBOARD
EXCA
EXCAVATE
HDNR
HARDENER
MODU
MODULAR
RES
RESILIENT
TYP.
TYPICAL
CHT
CEILING HEIGHT
EXG
EXISTING
HDR
HEADER
MOV
MOVABLE
RET
RETURN
UC
UNDERCUT
CI
CAST IRON
EXH
EXHAUST
HDWR
HARDWARE
MR
MOP RECEPTOR
RETG
RETAINING
UGD
UNDERGROUND
CIPC
CAST -IN -PLACE CONCRETE
EXMP
EXPANDED METAL PLATE
HES
HIGH EARLY STRENGTH
MT(D)
MOUNT(ED)
REV
REVISION
UNF
UNFINISHED
CIR
CIRCLE
EXP
EXPOSED
CEMENT
MTHR
METAL THRESHOLD
RFG
ROOFING
UNO
UNLESS NOTED OTHERWISE
CIRC
CIRCUMFERENCE
EXS
EXTRA STRONG
HH
HANDHOLE
MTL
MATERIAL
RFL
REFLECT(ED) (IVE) (OR)
UR
URINAL
CJT
CONTROL JOINT
EXT
EXTERIOR
HJT
HEADJOINT
N
NORTH
RFH
ROOF HATCH
CL
CENTERLINE
EWC
ELECTRIC WATER COOLER
HK(S)
HOOK(S)
NAT
NATURAL
RH
RIGHT HAND
VAR
VARNISH
CLG
CEILING
HM
HOLLOW METAL
NCX
NONCOMBUSTIBLE EXTERIOR
RL
RAIL(ING)
CLK(G)
CAULK(ING)
FA
FIRE ALARM
HORZ
HORIZONTAL
NI
NICKEL
RM
ROOM
VCT
VINYL COMPOSITION TILE
CLL
CONTRACT LIMIT LINE
FAI
FRESH AIR INTAKE
HPT
HIGH POINT
NIC
NOT IN CONTRACT
RO
ROUGH OPENING
VB
VERT
VAPOR BARRIER
VERTICAL
CLR
CLEAR
FAS
FASTENER
HR
HOUR
NL
NAILABLE
ROW
RIGHT OF WAY
VF
VINYL FABRIC
CLS
CLOSURE
FBD
FIBERBOARD
HT
HEIGHT
NNT
NONMETALLIC
RT
RUBBER TILE
VG
VERTICLE GRAIN
CMT
CERAMIC MOSAIC TILE
FBO
FURNISHED BY OTHERS
HTG
HEATING
NOM
NOMINAL
RTG
RATING
VIF
VERIFY IN FIELD
CMU
CONCRETE MASONRY UNIT
FD
FLOOR DRAIN
HVAC
HEATING, VENTILATION, &
NR
NOISE REDUCTION
RV
ROOF VENT
VIN
VINYL
COL
COLUMN
FE-1
FIRE EXTINGUISHER -TYPE
AIR CONDITIONING
NRC
NOISE RECUCTION
RVS
REVERSE SIDE
VJ
V JOINTED
COMB
COMBINATION
FEC-1
FIRE EXTINGUISHER CABINET-
RVT
RIVET
VNB
VINYL BASE
COMP
COMPRESS (ED) (ION) (IBLE)
TYPE OF FIRE EXTINGUISHER
NTS
NOT TO SCALE
NOT SCALE
RWC
RAINWATER CONDUCTOR
VNR
VENEER
COMPO COMPOSITE, COMPOSITION
NGVD
NATIONALGEOGRAPHICAL
RWL
RAINWATER LEADER
VRM
VERMICULITE
COMPT COMPARTMENT
CAL D
VT
VINYL TILE
BUILDING INFORMATION
LOCATION
HOUSE
STRUCTURE
ACCESSORY
STRUCTURES
1477 Ocean Pearl Rd., Carova Beach, Currituck County, North Carolina
Floors
Decks/Stairs
Enclosed SF
TOTALS
First Floor
2,054 SF
1,308 SF
3,362 SF
Second Floor
465 SF
1,782 SF
2,247 SF
Third Floor
311 SF
1,866 SF
2,177 SF
TOTALS
2,830 SF
4,956 SF
Floors
Under Roof
Enclosed SF
TOTALS
Garage
0 SF
1,250 SF
1,250 SF
Cabana
200 SF
0 SF
200 SF
TOTALS
200 SF
1,250 SF
MATERIALS
EARTH WOOD (ROUGH)
POROUS FILL WOOD (FINISH)
CAST -IN -PLACE CONCRETE PLYWOOD
CONCRETE MASONRY UNIT i BATT INSULATION
MARBLE/FINISH STONE RIGID INSULATION
SAND, MORTAR, PLASTER
SYMBOLS
3
A4.1
ELEVATION LINE I BUILDING SECTION
REVISION O WINDOW/DOOR SYMBOL
1
A4.1
BUILDING DETAIL q3. ELEVATION SYMBOL
1
KEY BUBBLE
BEl 1
CON
ARCHITECTURE + DESIGN, P.L.L.C.
P.O. BOX 1827
KITTY HAWK, NC 27949
PH: [phone], FAX [phone]
STRUCTURAL ENGINEER:
MICHAEL D. O'STEEN, PE
1720 BAY DRIVE, KILL DEVIL HILLS,
NORTH CAROLINA
PH: [phone]
PROJECT NAME:
BONBON
RESIDENCE
1477 Ocean Pearl Rd
Corolla
North Carolina
REVISIONS: DATE:
ISSUED FOR CONST. 5 / 27 / 22
DRAWING NAME:
TITLE SHEET
ISSUED FOR
CONSTRUCTION
DRAWN BY: CN
DATE: 5 / 27 / 22
SCALE:
STAMP:
t 2'
=a z
_-_ 51585 __
5/27/22
© 2021-22 BEACON ARCHITECTURE + DESIGN
P.L.L.C.- ALL RIGHTS RESERVED
SHEET:
T1.1

103'-10"
50'-0'' 53'-10"
■ GARAGE 00
■ O ■
■ O ■ o
■ ■ r
■ o ■
■ LO o ■
■ 04 ■
■ I I INJ
I I I ■
■
■ I I I I I I ■
■ ■ COVERED
■ ■ DECK
■ I I I I I I ■
■ 17'-411 ■
■
■ II II II II II ; ■
I II II II II I 1
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.� ROOM/MEDIA � " ROOM
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O AREA
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STRUCTURE
0
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00
I
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RECREATION ROOM
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DECK
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❑ DECK
MECH. BAR
CL.
V/
p/\
LAUNDRY SCREEN
00
N LANDSCAPE ROOM PORCH
AREA
O
59'-4" 44'-6"
1 OVERALL BUILDING PLAN
SCALE: 16"
B � �X'
E CON
ARCHITECTURE + DESIGN, P.L.L.C.
P.O. BOX 1827
KITTY HAWK, NC 27949
PH: [phone], FAX [phone]
STRUCTURAL ENGINEER:
MICHAEL D. O'STEEN, PE
1720 BAY DRIVE, KILL DEVIL HILLS,
NORTH CAROLINA
PH: [phone]
PROJECT NAME:
BONBON
RESIDENCE
1477 Ocean Pearl Rd
Corolla
North Carolina
REVISIONS: DATE:
ISSUED FOR CONST. 5 / 27 / 22
DRAWING NAME:
BUILDING
PLANS
ISSUED FOR
CONSTRUCTION
DRAWN BY: CN
DATE: 5 / 27 / 22
SCALE:
STAMP:
G�`•' FAR,'€CJG9,�`f/�
5/27/22
© 2021-22 BEACON ARCHITECTURE + DESIGN
P.L.L.C.- ALL RIGHTS RESERVED
SHEET:
A 1

0
N
1 39'-6"
D1FIRST FLOOR PLAN A2.4
SCALE: 4" = 1'-0"
GENERAL NOTES:
1. INSPECT AND VERIFY ALL DIMENSIONS ON THE PROJECT AND SITE AS MAY RELATE TO
THE EXTENT OF CONSTRUCTION AND/OR DEMOLITION.
2. THE CONTRACTOR/OWNER SHALL OBTAIN ALL REQUIRED PERMITS AND INSPECTIONS
AS MAY BE REQUIRED TO PROCEED WITH DEMOLITION AND CONSTRUCTION.
3. ALL WORK PERFORMED SHALL MEET ALL TOWN, COUNTY AND STATE CODES.
4. DO NOT SCALE DRAWINGS.
5. VERIFY ALL DOOR/WINDOW ROUGH OPENINGS WITH DOOR MFG. SPEC.
6. ALL PILINGS SHALL BE AS DEEP AS REQUIRED TO MEET CODES. CONTRACTOR
TO VERIFY IN THE FIELD
7. CONTRACTOR TO USE TEMPERED GLASS IN ANY WINDOW OR DOOR THAT IS WITHIN
18" OF THE FINISHED FLOOR.
8. ALL BEDROOMS TO HAVE A MINIMUM OF ONE WINDOW OR DOOR MEETING THE
NORTH CAROLINA EGRESS CODE REQUIREMENTS. CONTRACTOR TO VERIFY.
9. CONTRACTOR TO COORDINATE ELECTRICAL, PLUMBING AND MECHANICAL WORK.
ALL SUCH WORK MUST CONFORM TO NORTH CAROLINA CODES.
1
A2.1 10. CONTRACTOR TO CONFIRM PLAN DIMENSIONS PRIOR TO CONSTRUCTION WITH
EXISTING SITE CONSTRAINTS. CONTRACTOR IS RESPONSIBLE FOR INFORMING THE
ARCHITECT OF ANY PROBLEMS PRIOR TO CONSTRUCTION.
11. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH ALL MANUALS AND
MAINTENANCE INFORMATION BEFORE THE FINAL PAYMENT. THE CONTRACTOR SHALL
WARRANTY THE WORK FOR THE PERIOD OF ONE YEAR.
12. ELEVATOR MFG. SHALL TAKE ANY AND ALL EFFORTS TO MINIMIZE SPACE AT ENTRY
BETWEEN FLUSH DOOR AND CABIN DOOR SUCH THAT IT PREVENTS CHILDREN FROM
INJURY. SPACE GUARDS SHALL BE REQUIRED FROM THE ELEVATOR MANUFACTURER.
13. SEE A4.1 FOR TYPICAL DETAILS, DOOR AND WINDOW TYPES.
14. SEE 2/A1.2 FOR TYPICAL STAIR DETAILS.
2" X 4" INTERIOR WALL ASSEMBLY
2" X 4" WALL W/WOOD STUDS @ 16" O.C.
W/ACOUSTICAL BATT INSULATION
2' GWB W/TEXTURED KNOCK -DOWN
FINISH ON BOTH SIDES OR OWNER SELECTED
ALTERNATE FINISH..
4 "'
MIN.
2" X 6" INTERIOR WALL ASSEMBLY
2" X 6" WALL W/WOOD STUDS @ 16' O.C.
W/ACOUSTICAL BATT INSULATION
2' GWB W/TEXTURED KNOCK -DOWN
FINISH ON BOTH SIDES OR OWNER SELECTED
ALTERNATE FINISH.
2" X 6" EXTERIOR WALL ASSEMBLY
EXTERIOR SIDING (SEE EXTERIOR ELEVATIONS
FOR TYPE AND LOCATION)
30 LB BUILDING FELT OR MFG SELECTED EQUIVALENT
t 1' APA RATED STRUCTURAL SHEATHING- EXPOSURE 1
2" X 6" WOOD STUDS @ 16" O.C.
R-19 BATT INSULATION (MIN._
2' GWB W/TEXTURED KNOCK -DOWN
FINISH ON BOTH SIDES OR OWNER SELECTED ALT. FINISH.
ADD INTERIOR PLYWOOD AS REQ'D. PER STRUCTURAL
ENGINEERING DRAWINGS DENOTED AS SHEAR WALL
WALL TYPES
NOT TO SCALE
6 3.,
4
MIN.
4
B ��X'
EON
ARCHITECTURE + DESIGN, P.L.L.C.
P.O. BOX 1827
KITTY HAWK, NC 27949
PH: [phone], FAX [phone]
STRUCTURAL ENGINEER:
MICHAEL D. O'STEEN, PE
1720 BAY DRIVE, KILL DEVIL HILLS,
NORTH CAROLINA
PH: [phone]
PROJECT NAME:
BONBON
RESIDENCE
1477 Ocean Pearl Rd
Corolla
North Carolina
REVISIONS: DATE:
ISSUED FOR CONST. 15 / 27 / 22
DRAWING NAME:
BUILDING
PLANS
ISSUED FOR
CONSTRUCTION
DRAWN BY: CN
DATE: 5 / 27 / 22
SCALE:
`l,"tlill r7 rl//
STAMP: U�� �o�%,
;« "'B5 - _=
5/27/22
�.�4NER KFM'•.
O m N'
hFRN SH..P `".
© 2021-22 BEACON ARCHITECTURE + DESIGN
P.L.L.C.- ALL RIGHTS RESERVED
SHEET:
Al *I

15'-6"
2'-6" CL
10'-6' CL 2,_6„
I
- - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - -
- - - -
O
O
PORCH ROOF
C? O"
BELOW
o
CL
12'-10"
3'-2"
O
2'-9 3/4" CL
10'-0 1 /4"
(�I CL q
O
BEDROOM #5
F
C? O
N
O 78" DOUBLE VANITY
2" X 6°
WALL
O
CL
zQ
+b"
3'-0" X 6' 1 1"
bo ZO
w
?:
+6`
'"
(1)F
CLOSET
-
(V
�
2"
WELL #5
+b��
J 2'-0" 3'-0" 5-0"
CL
L
O
2" X �"
WAL
SECOND FLOOR PLAN
SCALE 16
�o
PORCH
BELOW
2'-4"X6-11"O
LINE OF
7I4 1 /2''
4'-2"
9'-6"
10'-0"
CANT.
DECK
DECK
ABOVE
4'-10" X 3'-6"
2" X 6"
TILE SHOWER
WALL
O N
O
12'-10"
04
o
O
10
o
5-6 1 /2"
12" 5-6 1 /2"
_
O
o q
OFFICE `°
LINE OF
o
CL
STAIRS
I I I .
_
. -j /� BUILT-IN ^
BELOW
C14
N
lo
.
LO
UP
CL N
O
O0
00
. m
C
DN
26'-6'
CV
COFFEE BAR LINE OF CEILING BREAK
ABOVE
4'-6 1 /2" 2'-3 1 /2"
O
I
ELEV.
o, ^
CL.
2" X 6"
WALL
6�j 1
MECH.
6-0"
3'-0 1 /2" 3'-9 1 /2"
00
p
O
60" DOUBLE VANITY L
BATH
bfTILESHOWER
#3 O
O
,
! '-6" X 7-0CL WC 6�i
CUSTOM
TEAM SHOWE
CL OS T o b" `O
O
5-2 1 /4" 3'-10 1 /4" 2'-0" 4'-1 1 1 /2"
9'-0 1 /2" CL CL 6-1 1 1 /2"
0
eo
C L
PORCH ROOF -
RFI CAW
----------------
16-0"
Im
BOOKCASE 10
N
O
SITTING X CL
AREA N
2" X 6" 60 bo
13'-8" WALL v
ZV
O II
X ^
BEDROOM NO
#4 CL
13'-8'' v
7 7:::
2V,�
" X 6"
WALL O v i�
E
BATH #4 CL
2, 0„ CL 3, 0, 5, 0,
66" DOUBLE VANITY
�� M
2" X 6" 3'-0" X 6'-1 1" O
WALL
�O
BEDROOM
#3 0
N� CL
O
�o
�0
2'-6" O 10'-6' O 2'-6"
CL 15'-6' CL
0
0
CV
WOOD BALU`
TYPI(
PAINTED We
BASE BEY
5/4' WOOD
TREAD
W/Y2' NOSING
1" WOOD RISER
TYPICAL STAIR DETAIL
2� NOT TO SCALE
zzz
1ariZ61101
O RAIL
O
OF
0
Q
w
Z
�0
LL.
LL:
O
4 2' MAX
1 Y2'
TYPICAL RAILING DETAIL
1/2"GWB WHERE
REQ'D.
��X'
E CON
ARCHITECTURE + DESIGN, P.L.L.C.
P.O. BOX 1827
KITTY HAWK, NC 27949
PH: [phone], FAX [phone]
STRUCTURAL ENGINEER:
MICHAEL D. O'STEEN, PE
1720 BAY DRIVE, KILL DEVIL HILLS,
NORTH CAROLINA
PH: [phone]
PROJECT NAME'.
BONBON
RESIDENCE
1477 Ocean Pearl Rd
Corolla
North Carolina
REVISIONS: DATE:
ISSUED FOR CONST. 5 / 27 / 22
DRAWING NAME:
BUILDING
PLANS
ISSUED FOR
CONSTRUCTION
DRAWN BY: CN
DATE: 5 / 27 / 22
SCALE:
STAMP:
�.�4NER KFM'•.
Co
_m-N'
a e0=
COP
SH�P�.S
© 2021-22 BEACON ARCHITECTURE + DESIGN
P.L.L.C.- ALL RIGHTS RESERVED
SHEET:
A 1 .2

15-6"
2'-6" CL 10'-6"
CL 2,-6„
ABOVE ABOVE
O
OOABOVE
M
ABOVE
p
�
O
C'4
CV
5-2 3/4" CL 5-2
3/4"
`V
ABOVE
CL
— — — —
BEDROOM
p
O
O '-7°CN
d 9'-4"
t
1 -
2„ X 6" �
o
r
ryb
WALL c�
M
> 2'-6"
+b 9'-6- N 3'-8"
3'-5 1 /2"
5-0"
J
S BATH
#
PANTRY
O6,
— — — — — — —
SHELVING
CL
WC
— — — — 36" RANGE
04
2" X 6" KITCHEN SINGLE TIER
+w,,
PAN.
00
5-6 1 /2"
7'-3 1 /2''
WALL ISLAND
8'-5 1 /2"
o
3'-0" X 6'74
STEAM SHOWER
D
O
12'-10"
I DW Q
15-8" —
8'-0"
2'-0"'
2" X 6"
WALL
II
5-6 1 /2"
12" 5-6 1 /2"
N
2:
O
°Q °Q
o o 10
UN
CL
LINE OF
STAIRS
o
i
BELOW
3'-10 1 /4" 4'-01' 5-4 1 /4-
G `�
REF U.:I�E
O
— ------
— ---
W-
o
DIN
o
CL
I
I
ABOVE
C
OD
I
I
I
DINING
o
0
ROOM
cL
o ABOVE
OPEN TO
I
°° 00
BELOW
WALL
x
6 -0
N
O
DECK
-
N
L
O
— J
O
LINE OF CUPOLA
�
0,
-ELEV.—
/ I
_
ABOVE F_ 19
o+b��
I
z
MECH.
O�7
CL
04
+6�•.
O
2" X 6°
LIVING ROOM
WALL
r\
O
1
v
5-6 1 /2"
22'-1 1 1 /2"
&Z'
I
I
BUILT-INPDR
MEDIA UNIT
Z
Y
FP
+b��
o
M
o
i
4,
14'-2" tib
O�
N
SHELVING
CL
o
3'-0" X 6 4"
3'-4" 7-10 1 /2" 4-7 1/2"'
AM SHOW
1 1/2'
— — — — — — —
• 2`
wC SHELF &ROD A+6,
LIN.
O
\
r
O CLOSET
WC
o
I
1
Jr'-O
p, w
bo BATH
�p ALIGN �g+b
�6 2° X 6'
N
a ° #2
+6, WALL
t
�i" BEDROOM
#2
O ABOVE
O
O
N
5-6" 4'-1 1
1 /2"
N�
CL
CL
N
OOABOVE
ABOVE
O
CL�
M -
o
'O
cry
O
OABOVE
OOABOVE
O
2'-6" 10'-6"
2'-6"
10'-5 1 /2"
CL 15'-6"
CL
THIRD FLOOR PLAN
BEl 1
CON
ARCHITECTURE + DESIGN, P.L.L.C.
P.O. BOX 1827
KITTY HAWK, NC 27949
PH: [phone], FAX [phone]
STRUCTURAL ENGINEER:
MICHAEL D. O'STEEN, PE
1720 BAY DRIVE, KILL DEVIL HILLS,
NORTH CAROLINA
PH: [phone]
PROJECT NAME:
BONBON
RESIDENCE
1477 Ocean Pearl Rd
Corolla
North Carolina
REVISIONS: DATE:
ISSUED FOR CONST. 5 / 27 / 22
DRAWING NAME:
BUILDING
PLANS
ISSUED FOR
CONSTRUCTION
DRAWN BY: CN
DATE: 5 / 27 / 22
SCALE:
`l��It� a itrrrri
STAMP:
_Z
5/27/22
NER 1(,$,
��� c_�
© 2021-22 BEACON ARCHITECTURE + DESIGN
P.L.L.C.- ALL RIGHTS RESERVED
SHEET:
Al .3

�—i m/-�i n
JI—I\LLIV Jtt Ut IAIL) ) I..S
PORCH,
TYP.
EXTERIOR ELEVATIONS
SCALE: "' = V-0"
B ��X'
EON
ARCHITECTURE + DESIGN, P.L.L.C.
P.O. BOX 1827
KITTY HAWK, NC 27949
PH: [phone], FAX [phone]
STRUCTURAL ENGINEER:
MICHAEL D. O'STEEN, PE
1720 BAY DRIVE, KILL DEVIL HILLS,
NORTH CAROLINA
PH: [phone]
PROJECT NAME:
BONBON
RESIDENCE
1477 Ocean Pearl Rd
Corolla
North Carolina
REVISIONS: DATE:
ISSUED FOR CONST. 15 / 27 / 22
DRAWING NAME:
EXTERIOR
ELEVATIONS
ISSUED FOR
CONSTRUCTION
DRAWN BY: CN
DATE: 5 / 27 / 22
SCALE:
`l���t� a itrrrri
STAMP:
5158
PE
5/27/22
R KFM'•.
O m N'
rr e 0 =
© 2021-22 BEACON ARCHITECTURE + DESIGN
P.L.L.C.- ALL RIGHTS RESERVED
SHEET:
A201

SttDHAILSS1.3 1 11-1NI-L V-\J
EXTERIOR ELEVATIONS
SCALE: "' = V-0"
B ��X'
EON
ARCHITECTURE + DESIGN, P.L.L.C.
P.O. BOX 1827
KITTY HAWK, NC 27949
PH: [phone], FAX [phone]
STRUCTURAL ENGINEER:
MICHAEL D. O'STEEN, PE
1720 BAY DRIVE, KILL DEVIL HILLS,
NORTH CAROLINA
PH: [phone]
PROJECT NAME:
BONBON
RESIDENCE
1477 Ocean Pearl Rd
Corolla
North Carolina
REVISIONS: DATE:
ISSUED FOR CONST. 15 / 27 / 22
DRAWING NAME:
EXTERIOR
ELEVATIONS
ISSUED FOR
CONSTRUCTION
DRAWN BY: CN
DATE: 5 / 27 / 22
SCALE:
`l���t� a itrrrri
STAMP:
5158
PE
5/27/22
R KFM'•.
© 2021-22 BEACON ARCHITECTURE + DESIGN
P.L.L.C.- ALL RIGHTS RESERVED
SHEET:
A2,02

+/- 35-8"
Y TOWER WALL
BEARING
HEIGHT
+/- 29'-0 4'
r FRONT GABLE
BEARING
HEIGHT
+/- 23'-0 4'
3RD FL. SUBFLOOR
+/- 20'-2 a ,
Y PEAK OF GARAGE
RAKE TRIM
DETAIL, SEE A4.1
FOR MORE INFO.
+/- 1 1-1 "
r GARAGE TOP PLATE
LINE OF CEILING
BEYOND, TYP.
I IIVIJI ILV VI\/1VL
(TOP OF GARAGE SLAB)
EXTERIOR ELEVATIONS
SCALE: 4" = V-0"
PT PAINTED LOUVERS
DECORATIVE PVC
TRIM, SEE A4.1 FOR
MORE INFO.
+/- 34'-2"
MEAN ROOF HEIGHT
+/- 31'-6 a
TYPICAL PLATE HEIGHT
+/- 23'-0 4'
5" X 12" TRIM 3RD FL. SUBFLOOR
4 +/- 21'-7 2'
LOW ROOF BEARING HEIGHT
(MATCH WALL HEIGHT)
CEDAR SHAKE
SIDING,WEAVE
CORNERS TYP.
TREX RAILING
SEE DETAILS S1.3
+/- 13'-1 2'
2ND FL. SUBFLOO
+/- 1 1'-8 4'
PORCH BEARING HEIGHT
(MATCH WALL HEIGHT)
+/- 3'-2 4
1ST FL. SUBFLOOR
B ��X,
EON
ARCHITECTURE + DESIGN, P.L.L.C.
P.O. BOX 1827
KITTY HAWK, NC 27949
PH: [phone], FAX [phone]
STRUCTURAL ENGINEER:
MICHAEL D. O'STEEN, PE
1720 BAY DRIVE, KILL DEVIL HILLS,
NORTH CAROLINA
PH: [phone]
PROJECT NAME:
BONBON
RESIDENCE
1477 Ocean Pearl Rd
Corolla
North Carolina
REVISIONS: DATE:
ISSUED FOR CONST. 15 / 27 / 22
DRAWING NAME:
EXTERIOR
ELEVATIONS
ISSUED FOR
CONSTRUCTION
DRAWN BY: CN
DATE: 5 / 27 / 22
SCALE:
`l���t� a itrrrri
STAMP: E
5/27/22
�.�4NER KFM'•.
O m N'
'"i, yFRN
© 2021-22 BEACON ARCHITECTURE + DESIGN
P.L.L.C.- ALL RIGHTS RESERVED
SHEET:
A24,3

CUPOLA
TYPICAL
12
8
DECORATIVE
PVC BRACKET
12
12
12'7 � b
STANDING 35'-8�"
SEAM METAL 2 TOWER WALL BEARING HEIGHT 1
ROOF, TYP. b
Ilk, LL
12
4 +/- 31'-6 a
TYPICAL PLATE HEIGHT Y
+/- 30'-0 -1
+/- 29'-0 4'L _ BUMP -OUT
FRONT GABLE III C� _ BEARING HEIGHT
_ = w O =
BEARING 0 (� _ _ (D
HEIGHT = = piLLLdLLit w
`Q J =
QQ = L j J
o LLLLLLiL
=1�� LL LL
�> o
`0`0 Ll 1 N
12 +/- 23'-0 a
STANDING 4 3RD FL. SUBFLOOR
_�+/- 21'-7 2' 2�' _
SEAM METAL Y L+/- 21'-7 OW ROOF BEARING HEIGHT LOW ROOF BEARING HEIGHT Y
ROOF, TYP.
12 12
(MATCH WALL HEIGHT) (MATCH WALL HEIGHT)
12 12
'l--'
12 =
12 = CEDAR SHAKE
p LILL11 ILILiLLL SIDING,WEAVE
w CORNERS TYP.
L- LLjj-uLL 1.1 LL I � I
12
aLu 1 +/- 13'-1 2
LLLLLH 2ND FL. SUBFLOOR
+/- 1 V-8 4"
PORCH BEARING HEIGHT
(MATCH WALL HEIGHT)
O � �
w
A 0 [T LLLL 0 [1- Ltp
Ll A
10 IL
ILIM -LLM FLU
LLM -LLLLLLLLLfl
LiLm® ®LLLLL ® ® _ LM -L LLU W
_
w-IL A
Q w Ell E---- ffil
-1 LLLLU LLLW LLLLU LLLW
p = --I[ +/- 3'-2 4,'
w 1ST FL. SUBFLOOR
= o.
Ll L-j Lj L-1 Ll Ll L-1 L-1 L-1 LLj 4f
TREX RAILING FINISHED GRADE
PT PAINTED LOUVERS SCREEN SEE DETAILS S1.3 (TOP OF GARAGE SLAB)
PORCH,
TYP.
EXTERIOR ELEVATIONS
SCALE: "' = V-0"
B �X'
EON
ARCHITECTURE + DESIGN, P.L.L.C.
P.O. BOX 1827
KITTY HAWK, NC 27949
PH: [phone], FAX [phone]
STRUCTURAL ENGINEER:
MICHAEL D. O'STEEN, PE
1720 BAY DRIVE, KILL DEVIL HILLS,
NORTH CAROLINA
PH: [phone]
PROJECT NAME:
BONBON
RESIDENCE
1477 Ocean Pearl Rd
Corolla
North Carolina
REVISIONS: DATE:
ISSUED FOR CONST. 15 / 27 / 22
DRAWING NAME:
EXTERIOR
ELEVATIONS
ISSUED FOR
CONSTRUCTION
DRAWN BY: CN
DATE: 5 / 27 / 22
SCALE:
`l���t� a itrrrri
STAMP: ,,•� �c�Ur�� �o�%,
5/27/22
�.�4NER KFM'•.
yFRN
© 2021-22 BEACON ARCHITECTURE + DESIGN
P.L.L.C.- ALL RIGHTS RESERVED
SHEET:
A2,04

N
0
N
_ +/- 20'-2 4'
PEAK OF GARAGE
COLLAR TIE DETAIL
SEE 5/S1.4
TYPICAL ROOF
EAVE SEE DETAIL
3/S 1.5
+/- 1 U-1"
u GARAGE TOP PLATE
LOAD BEARING \
FOOTING SEE DETAIL
7/S1.1
+/- 0'-0" (SEE CIVIL)
FINISHED GRADE
(TOP OF GARAGE SLAB)
GARAGE SECTION
SCALE: 4" = 1'-0"
+/- 40'-4 2,
PEAK OF ROOF
0+/- 34-2"
_
MEAN ROOF HEIGHT
z
Q
O�
w :D
0
< X
_�+/- 29'-0 "'
O �
FRONT GABLE
o 0
BEARING
N LO
HEIGHT
z n
Lu
Q w
�=
Q0
O
Chl
v
21-7 2'
+—
LOW ROOF
BEARING HEIGHT
(MATCH WALL HEIGHT)
+/- 1 1-8 4 ,
PORCH BEARING HEIGHT
(MATCH WALL HEIGHT)
DECK RAILIING
SEE DETAIL
5/S1.3
+/- 0'-0"
FINISHED GRADE
(TOP OF GARAGE SLAB)
HOUSE SECTION
SCALE: 4" = 1'-0"
2'-0"
O.H.
Q
0
w
J
Q
M
w
SEE STRUCTURAL
PLANS FOR
CEILING JOIST SPEC.
I I
GARAGE_
I � I
LINE OF PT. +
STEPS BEYOND
I I
I I
� J �—
f
_f
OVERFRAME DETAIL
SEE DETAIL 6/S1.4
12
\� 4
GARAGE
BRACKET
SEE DETAIL
5/S 1.5
DOUBLE PT
BOTTOM PLATE
12
LINE OF CUPOLA $ / \
BEYOND, CENTER
ON RIDGE / \
FRONT GABLE
W/LOWER
PLATE HEIGHT I I
I I
EQ. EQ.
COLLAR TIE DETAIL
SEE 5/S1.4 12
ENCLOSED ROOF
EAVE SEE DETAIL
4/S1.3
PORCH ROOF
EAVE SEE DETAIL
3/S1.2
12
4
PORCH
a
TYPICAL ROOF
EAVE SEE DETAIL
3/S 1.5
2'-0"
12
4
2 -0 FLUSH BEAM
BY ENGINEER
M
MECH.
co
C�
12
6
ALIGN00
-
CLG.BREAK o
W/WALL
TO KITCHEN
AND CUPOLA +
22'-1 1 1 /2"
16" OPEN WEB
TRUSSED FLOOR
JOISTS BY OTHERS,
16" O.C. MIN.
HALL
CRIPPLE
WALL UP TO
OVERFRAMED
PREMANUFACTURED FLOOR TRUSS NOTE:
TO THE STRUCTURAL ENGINEER FOR
REVIEW AND APPROVAL PRIOR TO ORDERING.
COORDINATE FINAL GRADE OF TRUSSES TO
MEET HOUSE LOADING.
OVERFRAME
ROOF
DETAIL SEE
6/S 1.4
LINE OF HIGH
EAVE BEYOND
RAFTERS, AS REQ'D.
12"
/
�O SHEAR
LIVING Z � POWDER -
WALL, o
ROOM i�i AS REQ'D.
co
v
FURR-DOWN
AS REQ'D. FOR BATH
MECH.
16" OPEN WEB
TRUSSED FLOOR
JOISTS BY OTHERS,
16" O.C. MIN.
BLOCKING
UNDER PERP.
WALLS
RECREATION ROOM
14" OPEN WEB
INTERMEDIATE TRUSSED FLOOR
FLUSH GIRDER JOISTS BY OTHERS,
SEE 6/S1.1 16" O.C. MIN.
FLUSH BEAM
BY ENGINEER
PORCH
z bo
DECK TO HOUSE
`Y)
SEE 7/S1.3
v
12
4
10 DECK
Z o0
DECK TO FLUSH
N GIRDER SEE 5/S1.1
SIMILAR
M
O
i
N
II II
II II
+/- 31-6 a
TYPICAL PLATE HEIGHT
+/- 30'-0 a
BUMP-0 UT
12" BEARING HEIGHT
+/- 23'-0 4'
3RD FL. SUBFLOOR
+/- 13-1 2
2ND FL. SUBFLOOR
+/- 3'-2 44
1ST FL. SUBFLOOR
+/- 40'-4 2'
HOUSE SECTION (PARTIAL
SCALE: 4" = 1 '-0"
PREMANUFACTURED FLOOR TRUSS NOTE:
TO THE STRUCTURAL ENGINEER FOR
REVIEW AND APPROVAL PRIOR TO ORDERING.
COORDINATE FINAL GRADE OF TRUSSES TO
MEET HOUSE LOADING.
BEl 1
CON
ARCHITECTURE + DESIGN, P.L.L.C.
P.O. BOX 1827
KITTY HAWK, NC 27949
PH: [phone], FAX [phone]
STRUCTURAL ENGINEER:
MICHAEL D. O'STEEN, PE
1720 BAY DRIVE, KILL DEVIL HILLS,
NORTH CAROLINA
PH: [phone]
PROJECT NHME'.
BONBON
RESIDENCE
1477 Ocean Pearl Rd
Corolla
North Carolina
REVISIONS: DATE:
ISSUED FOR CONST. 5 / 27 / 22
DRAWING NAME:
BUILDING
SECTION
ISSUED FOR
CONSTRUCTION
DRAWN BY: CN
DATE: 5 / 27 / 22
SCALE:
STAMP:
UDR i
51585 _
_ 6 •� r
5/27/22
© 2021-22 BEACON ARCHITECTURE + DESIGN
P.L.L.C.- ALL RIGHTS RESERVED
SHEET:
A391

PROFILE
FLASH AS
REQ'D. PER
MFG
��.91�I�Zi1�1
WINDOW
SILL CASING
EXTERIOR WINDOW TRIM DETAILS
ELEVATION
NOT TO SCALE
2'-0" 2'-0" / 3'-0" R.O. /
O
O
O N O
O O O
FIXED CASEMENT FIXED
CASEMENT WINDOW CASEMENT
WINDOW WINDOW
WINDOW LEGEND
NOT TO SCALE
VARIES
�II III
VARIES
0?
I LI
O
O
TYPICAL INTERIOR
INTERIOR DOUBLE
SWING DOORS:
SWING DOOR:
SOLID -CORE WOOD
SOLID -CORE WOOD,
PAINT GRADE,
PAINT GRADE, SINGLE
SINGLE PANEL
PANEL
DOOR LEGEND
NOT TO SCALE
VARIES
N
3'-6" R.O.
O
O
O
FIXED
CASEMENT
WINDOW
O
POCKET DOOR:
SOLID -CORE WOOD,
PAINT GRADE, SINGLE
PANEL
WINDOW HEAD CASING
12" CLASSIC CROSSHEAD
WCH_X12 PVC TRIM BY
FYPON, PAINTED, SEE
EXTERIOR ELEVATION FOR
LOCATIONS. MAYBE OVER
DOORS.
=E WINDOW TYPES FOR
\IL AND LITE INFORMATION
INDOW JAMB CASING
X 5'' PVC TRIM
IINDOW SILL CASING
'X 4" PVC STOOL, 2" SIDE
KTENSION, SLOPE TO
RAIN
ELEVATION
CUT MOULDING
AS REQ'D.
FYPON MLD641-16
PVC TRIM, PAINTED
FYPON BKT14X16
PVC BRACKET, PAINTED
COLUMN CAP
PVC TRIM, PAINTED
COLUMN WRAP
PVC TRIM, PAINTED
(2 PIECE PREFERRABLE)
�vor�r l TRIM
I6 BRACKET
;IM, PAINTED
4 12
COLUMN TRIM DETAIL
NOT TO SCALE
STANDING SEAM METAL
ROOF DRIP EDGE
4" X 6 RAKE FASCIA
BOARD, PAINTED
FYPON TRIM
MLD641-16 MOULDING
4" X 8" FRIEZE
BOARD, PAINTED,
CUT AS REQ'D.
RAKE TRIM DETAIL, TYPICAL
NOT TO SCALE
FYPON TRIM
BKT8X6 BRACKET
PVC TRIM, PAINTED
4"
4" X 8" FRIEZE BOARD,
PAINTED, CUT AS REQ'D.
I FOR BRACKET
FYPON TRIM
MLD641-16 MOULDING
PVC TRIM, PAINTED
3 34"
a
2
WINDOW NOTES:
3'-0" R.O. 1. WINDOW MANUFACTURER TO BE SELECTED BY OWNER.
3'-0" R.O. 3'-6" R.O.
3'-0" R.O. 2. IMPACT RESISTANT GLASS MAY BE REQUIRED BY LOCAL
3'-0" R.O. BUILDING INSPECTORS. G.C. TO COORDINATE WITH
3'-6" R.O. �` � � JURISDICTION PRIOR TO ORDERING WINDOWS. ADD ALTERNATE #1:
R.O.21-01'2' 3'-0" R.O. 3. SEE 2018 NC RESIDENTIAL CODE FOR U VALUE, R VALUE AND SMART WINDOW TINT IS A POLYMER DISPERSED
� •O• LIQUID CRYSTAL FILM THAT TURNS A CLEAR
- MIN SHADING COEFFICIENTS. LOWE GLASS IS REQUIRED.
O O O GLASS INTO FROSTED/OPAQUE GLASS WITH
O � � � 4. SEE THE LEGEND ABOVE FOR MUNTIN PATTERN
O O 2 - o THE FLIP OF A SWITCH.
5. ALL WINDOWS TO HAVE A DP-50 MIN. WIND RATING, MIN.
O / o � ^ THIS REQUIRES A LOW VOLTAGE LINE TO BE
6. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.
-Ll - RUN FROM WINDOW TO SWITCH LOCATION,
7. ALL WINDOW SIZES ARE APPROXIMATE. ACTUAL SIZE MAY
o o AND SHOULD BE CONSIDERED AND
VARY DEPENDING UPON FINAL MANUFACTURER.
8. ALL OPERABLE WINDOW WITH SILLS LESS THAN 24" ABOVE COORDINATED DURING THE FRAMING STAGE.
FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE BATHROOM WINDOW TYPES "B", "E", AND "F"
SHALL BE EQUIPPED WITH FALL PREVENTION PROTECTION. TO FEATURE THIS SMART TINT ON SEPARATE
O O O O JO OK O O O EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND SWITCH.
CASEMENT FIXED FIXED FIXED FIXED FIXED FIXED DOUBLE HUNG DOUBLE HUNG FALL PREVENTION DEVICES APPROVED FOR EMERGENCY
WINDOW CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT WINDOW WINDOW ESCAPE AND RESCUE PROVISIONS.
WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW (EGRESS) 9. SET ALL WINDOW HEAD HEIGHTS TO MATCH DOORS, U.O.N.
10. EXTERIOR WINDOW TO BE BLACK COLOR, U.O.N.
0-
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OPEN
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0
U+
O�---FLUSH TRACK
GUIDE
BARN DOOR: DOUBLE SLIDING DOOR ON HANGING
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LARGER THAN CASED OPENING IT IS TO COVER,
SHAKER STYLE DOOR WITH FULL-LITE GLASS PANEL
V)
w
Qf
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VARIES
O
rY
NO
O
EXTERIOR SINGLE
GLASS SWING
DOOR: INSULATED
FIBERGLASS, SINGLE
PANEL FULL-LITE
GLASS
VARIES
O
EXTERIOR SLIDING
GLASS DOORS:
FIBERGLASS W/
FULL-LITE GLASS
+/- 12'-0" VERIFY R.O. W/MFG.
s
O
EXTERIOR SLIDING DOUBLE DOORS:
3'-0"
6'-0"
FIBERGLASS W/ FULL-LITE GLASS
4 PANEL, ACTIVE CENTRAL PANELS,
FIXED/VENT/VENT/FIXED
1'-10" 2" 3-0" 2' 1'-10" VARIES
�r
O L„
w
_ tY
>
10
O
EXTERIOR ENTRY DOOR W/
SIDELITES: INSULTAED
FIBERGLASS, a -LITE GLASS TOP
PANEL, CRAFTSMAN STYLE
THREE PANEL DOOR, W/ FULL
GLASS DOUBLE SIDELITES
O
EXTERIOR SWING
DOOR: INSULATED
FIBERGLASS, a -LITE
GLASS TOP PANEL,
CRAFTSMAN STYLE
THREE PANEL DOOR,
PAINT GRADE
9'-0"
4'-3" 6' 4'-3"
=
� /// � 1:1 �
=
co
"
0 0
p
Ll 1-1 H
to
GARAGE DOOR: INSULATED,
HIGH GLASS PANELS, PAINT
GRADE, W/ TRANSOMS ABOVE
DOOR NOTES:
1. CONFIRM ACTUAL SIZE (ROUGH
OPENING)WITH ACTUAL DOOR MANUFACTURER.
2. CONFIRM ALL DESIGN PRESSURE RATINGS WITH
SELECTED MANUFACTURER AND LOCAL
VARIES
JURISDICTION.
3. SEE FLOOR PLANS FOR DOOR SIZING,
CONTRACTOR TO CONFIRM.
4. SEE FLOOR PLANS FOR DOOR HAND
INFORMATION. CONTRACTOR TO CONFIRM.
5. FOR INTERIOR DOORS, WIDTH AND HEIGHT
w
VALUES REPRESENT ACTUAL DOOR SIZE AND NOT
Q
FRAME SIZE.
>
6. ALL FRAMES THAT ARE PART OF A RATED
ASSEMBLY MUST BE RATED.
7. G.C. TO PRICE EMTEK MYLES LEVER WITH
MODERN RECTANGLE ROSETTE, OWNER TO
MAKE FINAL SELECTION ON DOOR HARDWARE.
1 1
8. IMPACT RESISTANT GLASS MAY BE REQUIRED
BY LOCAL BUILDING INSPECTORS. G.C. TO
EXTERIOR CABANA
COORDINATE WITH JURISDICTION PRIOR TO
SWING DOOR:
ORDERING WINDOWS.
INSULATED
9. WHERE APPLICABLE, LOW-E GLASS IS
FIBERGLASS, SHAKER
REQUIRED.
STYLE SINGLE PANEL
10. EXTERIOR DOORS TO BE BLACK COLOR,
DOOR, PAINT
U.O.N.
GRADE
n
BEACON
ARCHITECTURE + DESIGN, P.L.L.C.
P.O. BOX 1827
KITTY HAWK, NC 27949
PH: [phone], FAX [phone]
STRUCTURAL ENGINEER:
MICHAEL D. O'STEEN, PE
1720 BAY DRIVE, KILL DEVIL HILLS,
NORTH CAROLINA
PH: [phone]
PROJECT NHME'.
BONBON
RESIDENCE
1477 Ocean Pearl Rd
Corolla
North Carolina
REVISIONS: DATE:
ISSUED FOR CONST. 5 / 27 / 22
DRAWING NAME:
EXTERIOR
ELEVATIONS
ISSUED FOR
CONSTRUCTION
DRAWN BY: CN
DATE: 5 / 27 / 22
SCALE:
STAMP:
�.�4NER KFM'•.
&",N
Z. O =
��s
"6HFRN SH0P��S
.,\ Gl UDR Er
:c r
5/27/22
© 2021-22 BEACON ARCHITECTURE + DESIGN
P.L.L.C.- ALL RIGHTS RESERVED
SHEET:
A491

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4 1
EXTERIOR NON -LOAD BEARING SLAB SAW CUT a SLAB
4" MONOLITHIC CONCRETE SLAB (4,000 PSI) DEPTH, $' MIN. CUT
W/TURNED DOWN EDGES WIDTH. SPACING
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24" O.C. STAGGERED PATTERN
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SEE DETAIL 42/S1.3
FLUSH PT GIRDERS CONTINUE UNDERPINNING
PER PLAN NOTCHED OVER FLUSH BEAM, FURR AS
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LOAD BEARING MONOLITHIC SLAB 6 INTERMEDIATE FLUSH GIRDER
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6" MONOLITHIC CONCRETE
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L 11SLAB AT GARAGE 1
+/_ 5 2 SEE 3/S1.1
DOOR OPENING SLOPE CONC. AT GARAGE
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2'-0" MIN. OF FOOTING - SLAB DIMS.
3" WASHER WITH NUT ABOVE EXT. WALL OR (2) #5 REBAR
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TYPICAL LOAD BEARING SLAB
I II— I I —III III I
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° SECTION NOTCHED GREATER THAN 50%. SHALL BE o 0
PLACED ON EXTERIOR AND INTERIOR FACE OF PILE. °
6" APA RATED EXPOSURE I °
SHEATHING W/SOLID BLOCKING @ ALL PANEL GIRDER (SEE PLAN) ® °
FLOOR JOISTS EDGES ATTACHED W/ #8D GALV. NAILS @ 6" FASTENING SCHEDULE: ° o
SEE PLAN ® O.C. ALONG ALL PANEL EDGES AND 12" O.C. (4) ROWS #12D NAILS @ 16" ® ° °
ALONG INTERMEDIATE FRAMING. SET NAIL O.C. W/2" EDGE DISTANCE ® °
HEAD FLUSH W/EXTERIOR FACE OF SHEATHING SIMPSON PS418 ° °
°
(TYP) 5/8" GALV. BOLTS �6
RIM BOARD
DROPPED GIRDER (SEE PLAN FOR SIZING AND 8" X 8" T.W. PILE
8"X8" PILE LOCATIONS)
8TH BOLTS NOTE: SIMPSON PS418 REQUIRED ON OPPOSING SIDES
TYPICAL PILING DETAILS W1WASHERS
OF PILE, TYPICAL
NOT TO SCALE
BE CON
l 1
ARCHITECTURE + DESIGN, P.L.L.C.
P.O. BOX 1827
KITTY HAWK, NC 27949
PH: [phone], FAX [phone]
STRUCTURAL ENGINEER:
MICHAEL D. O'STEEN, PE
1720 BAY DRIVE, KILL DEVIL HILLS,
NORTH CAROLINA
PH: [phone]
PROJECT NAME'.
BONBON
RESIDENCE
1477 Ocean Pearl Rd
Corolla
North Carolina
REVISIONS: DATE:
ISSUED FOR CONST. 5 / 27 / 22
DRAWING NAME:
FRAMING
PLANS
ISSUED FOR
CONSTRUCTION
DRAWN BY: CN
DATE: 5 / 27 / 22
SCALE:
STAMP:
- •a Z SEAL
- Z
0326213 : 2Z
``/27/22
fl �
�—
© 2021-22 BEACON ARCHITECTURE + DESIGN
P.L.L.C.- ALL RIGHTS RESERVED
SHEET:

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EACH SIDE OF ROUGH OPENINGS AND AT 32"
O.C. AND 12" FROM END OF WALL.
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SECOND FLOOR FRAMING PLAN
SCALE: 4" = 1'-0"
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FRAMING NOTE:
PT GIRDER
PT GIRDER
ABOVE NOTCHED
PT GIRDER
SEE 1 /S 1.1 FOR PILING
ABOVE NOTCHED
ABOVE NOTCHED
INTO PILING
ABOVE NOTCHED
DIMENSIONS AND NOTES
INTO PILING
INTO PILING
(SET THIRD INSIDE)
INTO PILING
STRUCTURAL NOTES:
1. ALL CONSTRUCTION MEANS AND METHODS NOT SPECIFICALLY
ADDRESSED BY ARCHITECT SHALL CONFORM TO THE LATEST REQUIREMENTS
OF NC STATE RESIDENTIAL CODE FOR 1 & 2 FAMILY DWELLINGS 2018 NCRC.
2. ALL WINDOWS TO BE DESIGNED FOR 130 MPH WIND VELOCITY. WINDOW
ATTACHMENT TO WALL STUDS TO BE DESIGNED BY WINDOW MANUF. OR
OTHERS. WINDOW CONFIGURATIONS TO BE VERIFIED FOR INTENDED USE IN
HIGH WIND ZONES. WINDOW UNITS IN MULTIPLE CONFIGURATIONS TO B SELF
SUPPORTING, MULLIONS TO BE DESIGNED BY MANUFACTURER OR OTHERS.
REFER TO NC STATE BUILDING CODE FOR REQUIRED DESIGN GLAZING
PRESSURE.
3. ALL WALL FRAMING LUMBER TO BE SPF #2 (Fb=875 psi) UNLESS OTHERWISE
SPECIFIED. ALL OTHER FRAMING LUMBER TO BE SYP #2 (Fb=975 psi).
FRAMING EXPOSED TO THE ELEMENTS TO BE SYP #2 TREATED WITH 0.25 Ibs/cf
CHROMATE COPPER ARSENATE(CCA). IF WOOD IS PRESERVED WITH
ALKALINE COPPER QUATERNARY (ACQ) OR COPPER AZOLE (CA):
A. USE ZMAX/HDG GALVANIZED CONNECTORS AS A MIN. USE FASTENERS.
GALVANIZED PER ASTM A153.
B. FOR CONNECTIONS THAT CANNOT BE CHECKED REGULARLY USE TYPE 304
OR 316 STAINLESS STEEL CONNECTORS AND FASTENERS. PILES TO BE SYP #2
TREATED WITH 0.8 Ibs/cf CCA. PILES TO BE DRIVEN TO MIN. DEPTH OF 16-0"
BELOW ORIGINAL GRADE MINIMUM U.O.N.
4. PRESUMPTIVE SOIL BEARING CAPACITY ASSUMED TO BE 1 TON/SF AS PER
NC STATE RESIDENTIAL CODE TABLE R401.4.1 FOR LOOSE SAND.
PRESUMPTIVE PILE BEARING CAPACITY TO BE'TON/FT OF EMBEDMENT.
NOTIFY ARCHITECT IN THE EVENT THE ACTUAL SOIL CONDTITIONS DIFFER.
5. BEAMS AND HEADERS TO BE SUPPORTED AT ENDS AS FOLLOWS:
A. ONE 2" X 4" OR 2" X 6" STUD COLUMN FOR 6-0" MAX BEAM SPAN.
B. TWO STUDS FOR BEAM SPAN GREATER THAN 6-0" UNLESS OTHERWISE
SPECIFIED.
ALL BEARING HEADERS AND HEADERS OVER 6-0" LONG TO BE TWO 2" X 10"
OR THREE 2" X 8" UNLESS OTHERWISE SPECIFIED. PROVIDE SOLID BEARING
FROM BEAM TO FOUNDATION. PROVIDE SIMPSON CS16 STRAP AT ALL
HEADERS MARKED WITH "S".
6. ALL RAFTERS TO BE SECURED AT WALL PLATE WITH SST-H-10 AND AT RIDGE
WITH 2" X 4" WIND TIES WITH FIVE 10d NAILS PER CONNECTIONS. SEE TYPICAL
COLLAR TIE DETAIL FOR FURTHER INSTALLATION DETAIL. ALL HIPS AND
VALLEYS TO BE SECURED TO WALL PLATE AND AT ALL POSTS WITH SST CS-16.
7. STRUCTURAL SHEATHING TO BE �b" APA RATED SHEATHING. NAIL SPACING
SHALL BE 8d
AT 6" O.C. ALONG VERTICAL EDGES OF PANEL AND 12" O.C. AT
INTERMEDIATE VERTICAL FRAMING. HORIZONTAL NAIL SPACING AT DBL TOP
PLATES, BAND JOISTS, AND GIRDERS SHALL BE TWO ROWS OF 8d STAGGERED
AT 3" O.C. ALL PANEL EDGES ON WALL WITH MORE THAN 50% OPENINGS TO
BE SUPPORTED BY BLOCKING.
8. USE TWO $' DIA. GALV. STEEL BOLTS AT EACH PILING TO GIRDER
CONNECTION. IF PILING IS NOTCHED SO THAT THE CROSS-SECTION IS
REDUCED BY MORE THAN 50%, USE ONE 7 Ga 4" X 18" GALV. STRAP WITH
FOUR $" DIA GALV. THROUGH BOLTS AT EACH GIRDER TO PILE CONNECTION.
STAGGER GIRDER JOINTS OVER PILES.
9. PROVIDE DOUBLE JOISTS BELOW ALL PARALLEL LOAD BEARING WALLS
AND SOLID BLOCKING UNDER ALL PERPENDICULAR WALLS.
10. CONNECTORS TO BE INSTALLED AS PER MANUF. INSTRUCTIONS.
11. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO
CONFORM TO ALL STANDARDS, PROVISIONS, REQUIREMENTS, METHODS OF
CONSTRUCTION AND USES OF
MATERIALS, IN BUILDINGS AND/OR STRUCTURES PROVIDED BY THE NORTH
CAROLINA STATE BUILDING CODE, ANY OTHER LOCAL AGENCIES, AND IN
ACCORDANCE WITH GOOD ENGINEERING AND CONSTRUCTION
PRACTICES.
DESIGN LOADS
SPACE
LIVE LOAD
DEAD LOAD
FLOOR (PRIMARY)
40 PSF
15 PSF
FLOOR (BEDROOM)
30 PSF
15 PSF
ATTIC (W/STORAGE)
20 PSF
10 PSF
ATTIC (W/O STORAGE)
10 PSF
10 PSF
ROOF
20 PSF
15 PSF
EXTERIOR DECKS
40 PSF
10 PSF
BALCONIES
60 PSF
10 PSF
WIND LOAD
130 MPH (EXPOSURE C)
0'2FRAMING NOTES
NOT TO SCALE
WOOD TRUSSES:
1) THE WOOD TRUSS MANUFACTURER/FABRICATOR IS RESPONSIBLE FOR THE
DESIGN OF THE WOOD TRUSSES. SUBMIT SEALED SHOP DRAWINGS AND
SUPPORTING CALCULATIONS TO THE ENGINEER FOR REVIEW PRIOR TO
FABRICATION. THE ENGINEER SHALL HAVE A MINIMUM OF FIVE DAYS FOR
REVIEW. THE REVIEW BY THE ENGINEER SHALL BE FOR OVERALL
COMPLIANCE WITH THE DESIGN DOCUMENTS. THE ENGINEER SHALL ASSUME
NO RESPOSIBILITY FOR THE CORRECTNESS FOR THE STRUCTURAL DESIGN FOR
THE WOOD TRUSSES.
2) THE WOOD TRUSSES SHALL BE DESIGNED FOR ALL REQUIRED LOADINGS AS
SPECIFIED IN THE NORTH CAROLINA BUILDING CODE, THE ASCE STANDARD
"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" (ASCE
7-10), AND THE LOADING REQUIREMENTS SHOWN ON THESE SPECIFICATIONS.
THE TRUSS DRAWINGS SHALL BE COORDINATED WITH ALL OTHER
CONSTRUCTION DOCUMENTS AND PROVISIONS PROVIDED FOR LOADS
SHOWN ON THESE DRAWINGS INCLUDING BUT NOT LIMITED TO HVAC
EQUIPMENT, PIPING, AND ARCHITECTURAL FIXTURES ATTACHED TO THE
TRUSSES.
3) THE TRUSSES SHALL BE DESIGNED, FABRICATED, AND ERECTED IN
ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION" (NDS) LATEST EDITION AND THE LATEST EDITION OF THE
"DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES".
4) THE TRUSS MANUFACTURER SHALL PROVIDE ADEQUATE BRACING
INFORMATION IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE
"COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING,
AND BRACING METAL PLATE CONNECTED WOOD TRUSSES (HIB-91) AND/OR
BCSI-GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING
& BRACING of METAL PLATE CONNECTED WOOD TRUSSES. THIS BRACING,
BOTH TEMPORARY AND PERMANENT, SHALL BE SHOWN ON THE SHOP
DRAWINGS. ALSO, THE SHOP DRAWINGS SHALL SHOW THE REQUIRED
ATTACHMENTS FOR THE TRUSSES.
5- THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER HANDLING
AND ERECTION OF THE TRUSSES AND FOR THE INSTALLATION OF PERMANENT
AND TEMPORARY BRACING. THE CONTRACTOR SHALL ENSURE THAT THE
TRUSSES ARE NOT DAMAGED DURING ERECTION AND THAT THEY ARE
MAINTAINED IN ALIGNMENT BEFORE, DURING, AND AFTER CONSTRUCTION.
6) SUPPORT SHALL BE PROVIDED FOR ALL NON -LOAD BEARING PARTITIONS
PARALLEL TO THE TRUSSES. THIS SUPPORT SHALL EITHER BE ACHIEVED BY
INSTALLING AN EXTRA TRUSS UNDER THE PARTITION OR BY PROVIDING 2x
BLOCKING ATTACHED TO EACH ADJACENT TRUSS WITH A JOIST HANGER.
EITHER METHOD MAY BE USED, HOWEVER THIS DESIGN IS THE RESPONSIBILITY
OF THE TRUSS MANUFACTURER AND SHALL BE PROVIDED EVEN IF THE
PARTITIONS ARE NOT SPECIFICALLY NOTED ON THE PROPOSED TRUSS
LAYOUT.
7) ANY CHORDS OR TRUSS WEBS SHOWN ON THESE DRAWINGS HAVE BEEN
SHOWN AS A REFERENCE ONLY. THE FINAL DESIGN OF THE TRUSSES SHALL BE
PER THE TRUSS MANUFACTURER.
CONCRETE NOTES:
1. MIN. 4,000 PSI CONCRETE. ALL REINFORCING STEEL SHALL CONFORM
TO ASTM A-615, GRADE 60, Fy= 60 ksi
2. ALL CONCRETE CONSTRUCTION TO BE IN ACCORDANCE WITH ACI
318 AMERICAN CONCRETE INSTITUTE BUILDING CODE AND
COMMENTARY.
3. ALL STEEL, INCLUDING SHEAR REINFORCEMENT MUST BE ADEQUATELY
COVERED BY CONCRETE.
4. LAP REINFORCING A MINIMUM OF 25" FOR CONTINUOUS RUNS.
BENDS TO BE PLACED AT CORNERS.
2" X 8" PT. BAND
PORCH ROOF ASSEMBLY
FLASH AS REQ'D.
FASTEN W/8' DIA.
ARCH. ROOFING PER OWNER SELECTION
BOLTS @ 32" O.C.
AND EXTERIOR ELEVATIONS
CAULK ALL HOLES
WITH 30 # BUILDING FELT OR MFG.
GALV. SIMPSON--\,
2" X 8" SOLID
RECOMMENDED UNDERLAYMENT
HANGER @EACH RAFTER
BLOCKING FASTEN
$" APA RATED SHEATHING- EXPOSURE 1
12
W/(4) # 12D NAILS
2" X 10" PT ROOF RAFTERS @ 16' O.C.
SEE ROOF
VARIES
AT EACH END, TYP.
2" X PT CLG JOISTS @ 16" O.C.
PLAN
VENTED CEMENTICIOUS SOFFIT BOARD
FOR
TYPICAL FLOOR TRUSS
H10 SIMPSON GALV.
OVERHANG
SEE DETAIL 2/S1.3
HURRICANE CLIP
SEE BUILDING
SECTIONS FOR
CLG. JOIST
—_ —_
2 X 4 OUTLOOKERS
SIZING
@ 16" O.C.
_
W/VENTED SOFFIT
GALV. SIMPSON HANGER
W/LEDGER AND 8" BOLT =
FLASH AS REQUIRED
-0
TO SOLID BLOCKING
1" X 2" TRIM BOARD
O
1" X 6" FACIA BOARD
n rn
1" X TRIM BOARD,
2" X 12" PT GIRDERS, NOTCHED INTO
= v
SEE ELEVATIONS FOR
8' PILING, (2) 8' THRU BOLTS, TYP.
i
Z O
SIZING
I
DECORATIVE PVC BRACKET
I I
0 z
DECORATIVE PVC MOLDING,
= n
'T'
TYPICAL EXTERIOR WALL
CUT AS REQ'D. FOR BRACKET, TYP.
=
ASSEMBLY SEE 2/A1.1
I I
BOX OUT GIRDER AS REQ'D. PER EXT. ELEVS
8" X 8" PT PILING W/16EMBED MIN.
AND PVC COLUMN WRAP
PORCH DETAIL, TYPICAL
SCALE: 4" = 1'-0"
BEl 1
CON
ARCHITECTURE + DESIGN, P.L.L.C.
P.O. BOX 1827
KITTY HAWK, NC 27949
PH: [phone], FAX [phone]
STRUCTURAL ENGINEER:
MICHAEL D. O'STEEN, PE
1720 BAY DRIVE, KILL DEVIL HILLS,
NORTH CAROLINA
PH: [phone]
PROJECT NHME'.
BONBON
RESIDENCE
1477 Ocean Pearl Rd
Corolla
North Carolina
REVISIONS: DATE:
ISSUED FOR CONST. 5 / 27 / 22
DRAWING NAME:
FRAMING
PLAN
ISSUED FOR
CONSTRUCTION
DRAWN BY: CN
DATE: 5 / 27 / 22
SCALE:
STAMP:
NSIEAL
CAR
5.Z Z
032628 : z
y . <v -
,,,� .N,. 'R,27/22
p C,
u �
Sr�-ra,c�s o�
C) 2021-22 BEACON ARCHITECTURE + DESIGN
P.L.L.C.- ALL RIGHTS RESERVED
SHEET:
S 1.2

SHEAR WALL NOTE: SW
PROVIDE 2' INTERIOR PLYWOOD AT
SHEAR WALLS INDICATED ON THE PLANS BY THIS
SYMBOL AND DOTTED LINE. SDWF2720-TUW
EACH SIDE OF ROUGH OPENINGS AND AT 32"
O.C. AND 12" FROM END OF WALL.
IN LIEU OF PLYWOOD ON INTERIOR FACE OF
WALL, RSP4 STUD TO PLATE TOP AND BOTTOM
W/CS16 STRAPPING HORIZ. HEADER TO KING
STUD, TYPICAL.
(3) STUD
POST BOTH
SIDES
JO
=I� m
� Q
X w
rivQ
N =
54'X54'
PSL POST BOTH
SIDES
(3) STUD
POST BOTH
SIDES
2" X 6" CEILING
JOISTS ABOVE
@ 16" O.C.
TRUSS MFG.
Lu > O
TO LOCATE
0 :2
POTENTIAL
CONT. BEAM
m
Q
BEARING WALLS
OVER WALL/
W/ROOF
HEADER I
Lu m M
AND FLOOR
= O
LOADS,
THROUGHOUT
2" X 6" CEILING
U- m
THE STRUCTURE
(2)2"xx10"
DROPPED
HEADER
ABOVE
TYPICAL FLOOR/CEILING
FINISHED FLOOR, COORD. W/OWNER
4" T & G PWD FLOORING- GLUED & SCREWED
LAP PLYWOOD
OPEN WEB FLOOR JOISTS (SEE FRAMING PLAN
OVER FLOOR SYSTEM
FOR DEPTHS) @ 16" O.C.
W/CONTINUOUS STRONGBACK
BRIDGING AS REQ'D. BY JOIST MFG.
(6 4') R-19 BATT INSULATION MIN.
SINGLE PLY LVL RIM BAND
2' GWB W/TEXTURED KNOCK -DOWN FINISH
(3) STUD BY TRUSS MFG.
SW - POST BOTH
SIDES
=
ADD CRUSHER
16" DEEP PREMANUF. - BLOCKS AS REQ'D. BY
OPEN WEB FLOOR ABOVE J 1.0 TRUSS MFG.
-
-
@ 16" O.C. (MIN.) BY OTHERS > >O
DOUBLE PLATE—
( X w
0
- Q CONCEALED
N = GALV. HANGER
(3) STUD BY SIMPSON TYPICAL EXTERIOR WALL
I
POST BOTH 16" DEEP PREMANUF. - (HUC212-2 SDS) ASSEMBLY SEE 2/A1.1
SIDES OPEN WEB FLOOR ABOVE
(2) 2" X 12"
@ 16" O.C. (MIN.) BY OTHERS PT GIRDER
I
SW - ABOVE NOTCHED
INTO PILING
16" DEEP PREMANUF.
OPEN WEB FLOOR ABOVE
@ 16" O.C. (MIN.) BY OTHERS
VERIFY
2" X 4"
JOISTS ABOVE
W/ENGINEER
CEILING
DROP CEILINGS AT
@ 16" O.C.
IN THE FIELD,
JOISTS ABOVE
HALLWAYS AS REQ'D. FOR
TYPICAL
@ 16" O.C.
►
HVAC, V.I.F.
—
(2) 2" X 10"
-(3) STUD
SW
(3) STUD
DROPPED
POST BOTH
>
2" X 12" LANDING
POST BOTH
HEADER
SIDES
J 0
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ABOVE
SIDES
ABOVE
> >
01 Q
@ 16" O.C.
I
m
16" DEEP
0
r O
o Q
PREMANUF.
m > 0 �
- Lu
OPEN WEB
= 0 "'
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J =)0
FLUSH LANDING J Q
" ~
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HIV Q m
(MIN.) BY OTHERS
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X
1 OPEN OPEN
w
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=
FLUSH BEAM HANGER
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(3) STUD
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CONT. BEAM OVER WALL/
HEADER
TRUSSED FLOOR NOTE:
TRUSS FLOOR SHOP DRAWINGS AND OTHER ITEMS
SHALL BE SUBMITTED TO THE STRUCTURAL
ENGINEER FOR REVIEW PRIOR TO
FABRICATION. ALL SHOP DRAWINGS SHALL BE
REVIEWED
BY THE GENERAL CONTRACTOR BEFORE
SUBMITTAL. THE ENGINEER'S REVIEW IS TO BE FOR
CONFORMANCE WITH THE DESIGN CONCEPT
AND GENERAL COMPLIANCE WITH THE RELEVANT
CONTRACT DOCUMENTS. THE ENGINEER'S
REVIEW DOES NOT RELIEVE THE CONTRACTOR OF
THE SOLE RESPONSIBILITY TO REVIEW, CHECK,
AND COORDINATE THE SHOP DRAWINGS PRIOR
TO SUBMISSION. THE CONTRACTOR REMAINS
SOLELY RESPONSIBLE FOR ERRORS AND
OMISSIONS ASSOCIATED WITH THE PREPARATION
OF SHOP DRAWINGS AS THEY PERTAIN TO
MEMBER SIZES, DETAILS, DIMENSIONS, ETC.
ABOVE BY FLOOR
AS REQ'D.
SIDES
TRUSS MFG.
3 1" X 3 �"
�' DOUBLE
O
J w
>
PSL POST
:2 O JOIST OR
� 0 �
POTENTIAL
>
J O
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AT STAIR
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LOAD
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°°
LOAD BEARING
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(3) STUD
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(2) 2" X 10"
(3) STUD
DROPPED
POST BOTH
SW
HEADER ABOVE
SIDES
POTENTIAL
LOAD
OPEN BEARING
WALL
2" X 4"
CEILING
JOISTS ABOVE
@ 16" O.C.
FLUSH BEAM
ABOVE BY FLOOR
TRUSS MFG.
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SCALE: 4" = 1'-0"
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HEADER
ABOVE
HANGER
AS REQ'D.
POTENTIAL
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01 Q
16" DEEP PREMANUF.
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OPEN WEB FLOOR ABOVE
=
"'IL)
@ 16" O.C. (MIN.) BY OTHERS
N =
2" X 4"
DROP CEILINGS AT
CEILING
HALLWAYS AS REQ'D. FOR
FISTS ABOVE
HVAC, V.I.F.
@ 16" O.C.
16" DEEP PREMANUF.
OPEN WEB FLOOR ABOVE
@ 16" O.C. (MIN.) BY OTHERS
2" X 4"
(3) STUD
CEILING
POST
JOISTS ABOVE
BOTH
@ 16" O.C.
SIDES
-1171
w
in ErI�=�o
O z z
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(HUC212-2 SDS)
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Cq co
2" X 8" PT. Cq
DECK JOISTS N
ABOVE @ 12" O.C.
(3) STUD
POST BOTH
SIDES
CANTILEVERED FLOOR LONG SPAN GIRDER
ABOVE, -' PLYWOOD TO BE (2) 1 4" X 11 4' PWT
N ONE SIDE OF EACH I TREATED LVL, 2.0E
JOIST, ATTACH TO DECK
WITH 8" DIA. BOLTS
@ 16" O.C. TO ENDS
OF WEBJOIST VERTICALS
AND/OR SOLID 2 X
- I BLOCKING, APPLY
SIMPSON GALV. H2.5
HOLD-DOWN EACH
JOIST
2'-0" 2'-0"
CANT. CANT.
2" X 8" PT. I
DECK JOISTS
_ ABOVE @ 12" O.C. I _
-(3) STUD
POST BOTH
SIDES
2" X 8" PT.
DECK JOISTS
ABOVE @ 12" O.C.
C14ww
X 0 >
N(m
(2) 2" X 12"
PT GIRDER
ABOVE NOTCHED
INTO PILING o w
(ouzo
CONCEALED � J z
GALV. HANGER zz E: n
BY SIMPSON X > O
(HUC212-2 SDS) = O z �_
(V Q N
(2) 2° x 12°
Lu w > SW PT GIRDER
X a- o >0 16" DEEP PREMANUF. ABOVE NOTCHED
04 0 ,Q Q OPEN WEB FLOOR ABOVE I INTO PILING
N _ @ 16" O.C. (MIN.) BY OTHERS
I
>>
JO
(3) STUD DO NOT
�,� Q
POST BOTH CUT TRIM
x w
SIDES AT HEAD
"moo
N =
I
16" DEEP PREMANUF.
OPEN WEB FLOOR ABOVE
@ 16" O.C. (MIN.) BY OTHERS
(3) STUD
SW
POST BOTH
SIDES
LAP PLYWOO
OVER FLOOR SYSTEI
DOUBLE PLY LVL END JOIN
BY TRUSS MF(
ADD CRUSHE
BLOCKS AS REQ'D. B
TRUSS MF(
DOUBLE PLAI
TYPICAL EXTERIOR WAl
ASSEMBLY SEE 2/Al
WALL TO FLOOR DETAIL, PERPENDICULAR WALL TO FLOOR DETAIL, PARALLEL
SCALE: 4" = 1'-0" 3 SCALE: 4" = 1'-0"
TYPICAL EXTERIOR WALL
ASSEMBLY SEE 2 / Al. 1
FLASH AS REQ'D.,
CONT. ICE AND
WATER SHIELD
ENCLOSED PORCH ROOF AS REQUIRED LOW ROOF FRAMING
ARCH. ROOFING PER OWNER SELECTION DETAIL SEE 3/S1.2 FOR
W/30 # BUILDING FELT OR MFG. RECOMM. UNDERLAYMENT '3�3 i 12 MORE INFO.
5"APA RATED SHEATHING- EXPOSURE 1 ���� - VARIES
' TYPICAL FLOOR TRUSS
AIR BAFFLE CHANNELS, VENT AS REQ'D.
8'' TH. (R-30) BATT. INSULATION m SEE DETAIL 2/S1.3
2" X 10" PORCH RAFTERS @ 16" O.C. AND 2" X 6" CEILING JOISTS @ 16" O.C. /
2' GWB CEILING WITH TEXTURED KNOCK -DOWN FINISH (AS REQ'D)
H10 SIMPSON GALV. HURRICANE CLIP
OR EQ. AT EACH RAFTER WITH 2" X 6" BLOCKING BET. RAFTERS
FLASH AS /
REQUIRED
SEE 2/S1.5 FOR-`
TYP. EAVE NOTES
DECORATIVE PVC MOLDING, TYP.
4 ENCLOSED PORCH DETAIL
SCALE: 4" = 1'-0"
TREX TRANSCEND RAILING SYSTEM
W/TREX CLAD PT POST SLEEVE,
POST CAP AND POST SLEEVE
SKIRT, TOP/BOTTOM
RAILS PER MFG.
0
1 ST FLOOR
DECK
2" X 8" PT WOOD BAND
ON 2"X4" PT LEDGER
WITH 2" X 12" FLUSH PT GIRDER
(SEE PLAN FOR NUMBER OF PLYS)
NOTCHED INTO 8" X 8" PT PILING,
WITH (2) 8' THRU BOLTS, TYP.
DECK PILING
8"X8"PT WOOD
PILING W/16-0"
PENETRATION MIN.
(TRIM OUT PER ELEVATIONS)
DECKING
4" X 6" TREX TRANSCEND
DECKING
OVER 2"X8"PT
JOISTS @ 12" O.C.
TYPICAL GUARDRAIL DETAIL
SCALE: 4" " = 1'-0
LAP PLYWOOD —
OVER FLOOR
SYSTEM
z
2" X 4" PT LEDGER
W/2" X 12" PT BAND,
MIN. (5) 12D NAILS
@ EACH JOIST,
FLASH AS REQ'D
TYPICAL FLOOR/CEILING
SEE DETAIL 2/S1.3
8" DIA. THRU BOLTS @ 32" O.C. AT S
RIM JOIST AND 2" X 8"BACKER TO
RECEIVE DECK BAND BOLTING
SINGLE PLY LVL RIM BAND
BY TRUSS MFG.
DECK TO HOUSE DETAIL
SCALE: 4" = 1'-0"
SIMPSON HANGER— ---SIMPSON HANGER
@ EACH JOIST @ EACH TRUSS PER MFG.
DOUBLE PLATE FLUSH BEAM BY
TRUSS MFG. AS REQ'D.
(OR WALL BELOW, SEE
PLAN FOR MORE INFO.)
TREX TRANSCEND RAILING SYSTEM
SOLID
W/TREX CLAD PT POST SLEEVE,
BLOCKING
POST CAP AND POST SLEEVE
TO MATCH
SKIRT, TOP/BOTTOM
z
JOIST
RAILS PER MFG.
�
DECKING
0
4" X 6" TREX TRANSCEND
DECKING GALVANIZED
OVER 2" X 8" PT HURRICANE
JOISTS CONNECTION
@ 12" O.C. BY SIMPSON
STRONGTIE
1ST FLOOR
EACH JOIST
DECK
O X
-4 c'') Q
2" X 8" PT WOOD BAND
(TO MATCH JOIST DEPTH,
SEE PLAN) +/- 24" MAX. CANT.
DECK JOISTS
2"X12" DROPPED
PT GIRDER NOTCHED INTO PILING,
W/(2) 8" THRU BOLTS, TYP.
DECK PILING----'
8"X8"PT WOOD
PILING W/ 16"-0"
PENETRATION MIN.
(TRIM OUT PER ELEVATIONS)
CANTILEVERED DECK DETAIL
SCALE: 4" = 1'-0"
DOUBLE TOP PLATE FASTEN W/
(2) ROWS #12D NAILS @ 6" O.C. (TYP.)
2 X 6 WALL STUDS @ 16" O.C. (TYP.)
2 X 6 BLOCKING @ ALL PANEL EDGES
FASTEN W/(2) #12D NAILS EACH SIDE
DOUBLE BOTTOM PLATE FASTEN W/
(2) ROWS #12D NAILS @ 6" O.C. (TYP.)
SHEATHING DETAIL AT GARAGE
NOT TO SCALE
2" X 4" PT TIE -DOWN
@ EACH JOIST,
CONNECT
W/ (5) 10D NAILS
PER CONNECTOR
APA RATED STRUCTURAL
HEATHING ORIENTATED
DRIZONTALLY W/VERTICAL
=AMS STAGGERED AND ALL
NNEL EDGES FULLY BLOCKED.
1EATHING SHALL BE GLUED
ND NAILED W/#IOD NAILS
4" O.C. ALONG PANEL EDGES
ND 6" O.C. ALONG
ITERMEDIATE FRAMING
(EMBERS.
BEl 1
CON
ARCHITECTURE + DESIGN, P.L.L.C.
P.O. BOX 1827
KITTY HAWK, NC 27949
PH: [phone], FAX [phone]
STRUCTURAL ENGINEER:
MICHAEL D. O'STEEN, PE
1720 BAY DRIVE, KILL DEVIL HILLS,
NORTH CAROLINA
PH: [phone]
PROJECT NHME'.
BONBON
RESIDENCE
1477 Ocean Pearl Rd
Corolla
North Carolina
REVISIONS: DATE:
ISSUED FOR CONST. 5 / 27 / 22
DRAWING NAME:
FRAMING
PLAN
ISSUED FOR
CONSTRUCTION
DRAWN BY: CN
DATE: 5 / 27 / 22
SCALE:
STAMP:
CARO
(�.....
- •a SEAL L
- Z
Z
032628 : 2
A.
� ``� `` /27/22
q• D.
�-
O 2021-22 BEACON ARCHITECTURE + DESIGN
P.L.L.C.- ALL RIGHTS RESERVED
SHEET:
S193

REDUCED
PLATE
HEIGHT
SW
5 4' X 5 4'
PSL POST
I
BOTH
SLOPED
SIDES
CLG
1
ABOVE
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CORNER OF
CUPOLA
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(2) 1 4" X 1 1 4' BEAM ABOVE, 2.0E
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TRUSSED FLOOR NOTE:
TRUSS FLOOR SHOP DRAWINGS AND OTHER ITEMS SHALL BE SUBMITTED
TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION.
ALL SHOP DRAWINGS SHALL BE REVIEWED
BY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THE ENGINEER'S
REVIEW IS TO BE FOR CONFORMANCE WITH THE DESIGN CONCEPT
AND GENERAL COMPLIANCE WITH THE RELEVANT CONTRACT
DOCUMENTS. THE ENGINEER'S REVIEW DOES NOT RELIEVE THE
CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW, CHECK, AND
COORDINATE THE SHOP DRAWINGS PRIOR TO SUBMISSION. THE
CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND
OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS
AS THEY PERTAIN TO MEMBER SIZES, DETAILS, DIMENSIONS, ETC. TRUSS
MFG TO DESIGN END WALL TRUSSES FOR ALL LOADS ABOVE TYP.
REDUCED
PLATE
HEIGHT
REDUCED
PLATE
HEIGHT
CEILING FRAMING NOTE:
G.C. TO REVIEW 2ND FLOOR TRUSS DEPTH AND
SPACING W/TRUSS MFG AND ENGINEER IN THE
FIELD TO CONFIRM THAT PREMANUFACTURED
TRUSSES WILL WORK AS SHOWN. G.C. MAY FALSE
FRAME 2ND FLOOR CEILINGS AS REQ'D. TO
FURR-DOWN FOR MECHANICAL SYSTEMS/DUCTS.
COORDINATE IN THE FIELD WITH THE ENGINEER.
SHEAR WALL NOTE: SW
PROVIDE 2' INTERIOR PLYWOOD AT
SHEAR WALLS INDICATED ON THE PLANS BY THIS
SYMBOL AND DOTTED LINE. SDWF2720-TUW
EACH SIDE OF ROUGH OPENINGS AND AT 32"
O.C. AND 12" FROM END OF WALL.
IN LIEU OF PLYWOOD ON INTERIOR FACE OF
WALL, RSP4 STUD TO PLATE TOP AND BOTTOM
W/CS16 STRAPPING HORIZ. HEADER TO KING
STUD, TYPICAL.
STANDING SEAM METAL ROOF
TYPICAL METAL ROOF DETAILS
NOT TO SCALE
DOUBLE TOP PLATE (TYP.)
SIMPSON LTP-4 @ EACH -
END OF HEADER. FASTEN
TO KING STUDS/TOP
PLATE/HEADER ON
INTERIOR FACE OF WALL
FRAMING (TYP)
11��7t.�r11�
(2) KING STUDS (TYP.)
VALLEY
NOTE: ATTACHED EXTERIOR SHEATHING
W/DOUBLE ROW OF #1OD GALV. NAILS @ 4" O.C.
HORIZONTAL SPACING ALONG ALL DOUBLE
TOP PLATES, ROUGH OPENING PERIMETERS,
AND HEADERS. SET NAIL HEAD FLUSH
W/EXTERIOR FACE OF SHEATHING (TYP)
TYPICAL HEADER DETAIL
NOT TO SCALE
RIM BOARD
DOUBLE TOP
PLATE
2 X 6 SOLID
BLOCKING
@ PANEL
EDGES (TYP.)
BOTTOM
PLATE
DROPPE
BE F
TYPICAL HOUSE SHEATHING DETAIL
NOT TO SCALE
NOTE: BOLT OR NAIL COLLAR TIES
PRIOR TO REMOVING
TEMPORARY RIDGE SUPPORTS
%o°° °° o°
°
a o 0
4'-0" O.C.
TYPICAL COLLAR TIE DETAIL
NOT TO SCALE
�a
OO
2" X 4" HORIZONTAL F
STRONG -BACK 8 FT.
LENGTH (4'-0" O.C. MIN.)
FASTEN TO GABLE WALL &
CEILING JOIST W/(2) #12D
NAILS @ EACH JOIST, TYP.
OPEN SHEATHING
AS REQUIRED
VENTILATED RIDGE CAP
SEE MANUFACTURER FOR
ACTUAL SIZE AND SHAPE
'7' CLOSURE ON 1" MASTIC
TAPE SCREWED TO DECK
STANDING SEAM
METAL ROOF
STRUCTURAL SHEATHING
ROOF FRAMING
12
SEE
ROOF /
PLAN
FLASH AS REQ'D.,CONTIN000S ICE AND
WATER SHIELD AS REQUIRED
OVERFRAMED NEW PORCH ROOF
2" X 10" MIN. NAILER W/(2) SIMPSON
SDWS225000DB WOOD SCREWS @ EACH RAFTER
OVERFRAMED 2" X 8" MIN. ROOF
RAFTERS @ 16" O.C. (SIZE PER ROOF PLAN)
12
VARIES
SIMPSON HOLD-DOWN
H10 OR H2.5A OR EQUIV.
2"X4"@ 16" O.C.
STIFF KNEE TO
WALL BELOW AS
REQUIRED
6 OVERFRAMING ROOF DETAIL
SCALE: 4" = 1'-0"
DOUBLE TOP
PLATE
16' APA RATED EXPOSURE I SHEATHING
W/DOUBLE ROW OF #8D GALV. NAILS @ 4"
O.C. HORIZONTAL SPACING ALONG ALL
DOUBLE TOP PLATES, ROUGH OPENING
PERIMETERS, HEADERS, AND BAND JOISTS. SET
NAIL HEAD FLUSH W/EXTERIOR FACE OF
SHEATHING (TYP)
16' APA RATED EXPOSURE I SHEATHING W/#8D
GALV. NAILS @ 6" O.C. ALONG INTERMEDIATE
FRAMING. SET NAIL HEAD FLUSH W/EXTERIOR
FACE OF SHEATHING (TYP)
16" APA RATED EXPOSURE I SHEATHING
W/DOUBLE ROW OF #8D GALV. NAILS @ 4"
O.C. HORIZONTAL SPACING ALONG ALL
BLOCKED PANEL EDGES. SET NAIL HEAD
FLUSH W/EXTERIOR FACE OF SHEATHING (TYP)
NOTE: IN LIEU OF SOLID BLOCKING; SST
SP1 (BOTTOM PLATE) AND SST SP2 (TOP
PLATE) MAY BE INSTALLED ON EVERY
STUD WITHIN 8ft. OF EXTERIOR CORNER
AND 48"O.C. BEYOND.
RIDGE BEAM SEE ROOF PLAN
2" X 4" WIND TIE SET FLUSH TO RIDGE FASTENED
W/ (5) #12D NAILS AT EACH END
2" X 4" VERTICAL STRONG BACK @ 32" O.C.
FASTEN W/ (5) #12D NAILS AT EACH END, TYP.
2" X 10" RAFTER @ 16" O.C., MIN. SEE ROOF PLAN
2" X 8" (MINIMUM) COLLAR TIE/CEILING JOIST (SEE
FRAMING PLANS FOR FINAL SIZING). LOCATE
BELOW TOP' OF RAFTER HEIGHT) W/ (2) 2' BOLTS
W/WASHER & NUT AND (5) SIMPSON SCREWS SDW2:
@ EACH END (TYP.)
�6' MIN. APA RATED SHEATHING- EXPOSURE 1
FASTEN W/#IOD NAILS @ 4" O.C. ALONG PANEL
EDGES & 6" O.C. TO INTERMEDIATE FRAMING,
(VERIFY THICKNESS W/ROOFING MFG. WARRANTY)
H10 SIMPSON GALV.
HURRICANE CLIP
OR EQ. AT EACH RAFTER WITH
2" X 4" BLOCKING BET. RAFTERS
DOUBLE TOP PLATE
6" APA RATED STRUCT. SHEATHING- EXPOSURE 1
12
VARIES 17A,
TYPICAL ROOF
SEE DETAIL 3/S1.5
ROOF JOIST,
SEE FRAMING PLANS
BEl 1
CON
ARCHITECTURE + DESIGN, P.L.L.C.
P.O. BOX 1827
KITTY HAWK, NC 27949
PH: [phone], FAX [phone]
STRUCTURAL ENGINEER:
MICHAEL D. O'STEEN, PE
1720 BAY DRIVE, KILL DEVIL HILLS,
NORTH CAROLINA
PH: [phone]
PROJECT NHME'.
BONBON
RESIDENCE
1477 Ocean Pearl Rd
Corolla
North Carolina
REVISIONS: DATE:
ISSUED FOR CONST. 5 / 27 / 22
DRAWING NAME:
FRAMING
PLAN
ISSUED FOR
CONSTRUCTION
DRAWN BY: CN
DATE: 5 / 27 / 22
SCALE:
STAMP:
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P.L.L.C.- ALL RIGHTS RESERVED
SHEET:
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FILING ELEVATIONS, TYPICAL
AT ALL HIPS AND VALLEYS, FASTEN TO BEARING W/(4) SDWC15600 SCREWS OR
S16 W/16" END LENGTH, TYPICAL
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;UPOLA AREA NOTES:
OTAL FOOTPRINT AREA OF ROOF 2,233 SF
AAX CUPOLA SIZE (10% OF ROOF) OR 200 SF MAX. 200 SF
ACTUAL AREA OF CUPOLAS 81 SF
(DESIGN COMPLIES)
TYPICAL ROOF ASSEMBLY
ARCH. ROOFING PER EXTERIOR ELEVATIONS /
30 # BUILDING FELT OR MANF. RECOM. UNDERLAYMENT
$' APA RATED SHEATHING- EXPOSURE 1
AIR BAFFLE CHANNELS, VENT AS REQ'D. /
8 2' TH. (R-38c) BATT. INSULATION-
2" X 10" ROOF RAFTERS @ 16" O.C. MIN.
(SEE FRAMING PLANS FOR MORE INFO.)
2' GWB CEILING WITH TEXTURED 6 y/�P,
KNOCK -DOWN FINISH (AS REQ'D) � /
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BLOCKING BET. RAFTERS
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FLASH AS REQUIRED
TOP PLATE
HEIGHT
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1" X 6" FACIA BOARD
2" X 4" OUTLOOKERS @ 16' O.C.
W/VENTED SOFFIT
DECORATIVE PVC BRACKET
DECORATIVE PVC MOLDING,
CUT AS REQ'D. FOR BRACKET, TYP.
1" X TRIM BOARD, SEE ELEVS
OVERHANG
VARIES SEE
ROOF PLAN
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W/VENTED SOFFIT
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SCALE: 4"
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INTERIOR SHEARWALL
SEE STRUCT. PLANS
FOR MORE INFO.
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ROOF VENTING
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ARCHITECTURE + DESIGN, P.L.L.C.
P.O. BOX 1827
KITTY HAWK, NC 27949
PH: [phone], FAX [phone]
STRUCTURAL ENGINEER:
MICHAEL D. O'STEEN, PE
1720 BAY DRIVE, KILL DEVIL HILLS,
NORTH CAROLINA
PH: [phone]
PROJECT NAME'.
BONBON
RESIDENCE
1477 Ocean Pearl Rd
Corolla
North Carolina
REVISIONS: DATE:
ISSUED FOR CONST. 5 / 27 / 22
DRAWING NAME:
FRAMING
PLAN
ISSUED FOR
CONSTRUCTION
DRAWN BY: CN
DATE: 5 / 27 / 22
SCALE:
STAMP:
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032628 ; 2
© 2021-22 BEACON ARCHITECTURE + DESIGN
P.L.L.C.- ALL RIGHTS RESERVED
SHEET:
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BEl 1
CON
ARCHITECTURE + DESIGN, P.L.L.C.
P.O. BOX 1827
KITTY HAWK, NC 27949
PH: [phone], FAX [phone]
STRUCTURAL ENGINEER:
MICHAEL D. O'STEEN, PE
1720 BAY DRIVE, KILL DEVIL HILLS,
NORTH CAROLINA
PH: [phone]
PROJECT NAME:
BONBON
RESIDENCE
1477 Ocean Pearl Rd
Corolla
North Carolina
I REVISIONS: DATE: I
ISSUED FOR CONST. 15 / 27 / 22
DRAWING NAME:
GARAGE
FRAMING
PLANS
ISSUED FOR
CONSTRUCTION
DRAWN BY: CN
DATE: 5 / 27 / 22
SCALE:
STAMP:
�• � SSI 'Y '
�O 9 f
- •a SEAL L
Z
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032626 : 2
/27/22
STD-�'tiT�cK� a'
O 2021-22 BEACON ARCHITECTURE + DESIGN
P.L.L.C.- ALL RIGHTS RESERVED
SHEET:
S196

OVERFRAMED CUPOLA
W/ 2" X 8" RAFTERS
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2" X 10"
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@ 16" O.C.
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ABOVE NOTCHED ABOVE NOTCHED INFILL WALL, TYP. ABOVE NOTCHED
INTO PILINGS INTO PILINGS INTO PILINGS
STORAGE STORAGE
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(1) 2" X 12" PT
(1) 2" X 12" PT
(1) 2" X 12" PT
GIRDER ABOVE,GIRDER
(2) 2" X 12" PT
GIRDER ABOVE,
GIRDER ABOVE,
GIRDER ABOVE,
BOLTED TO SIDES OF
ABOVE,
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NOTCHED INTO
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PILING
PILING
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4'-5 1 /2"
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CONCRETE POOL
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9'-1 1'1
CABANA FLOOR PLAN
SCALE: $" = 1'-0"
(1) 2" X 12" PT
GIRDER ABOVE,
NOTCHED INTO
PILING
5'-4"
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SCALE: 8" " = 1'-0
W,
BEXCON
ARCHITECTURE + DESIGN, P.L.L.C.
P.O. BOX 1827
KITTY HAWK, NC 27949
PH: [phone], FAX [phone]
STRUCTURAL ENGINEER:
MICHAEL D. O'STEEN, PE
1720 BAY DRIVE, KILL DEVIL HILLS,
NORTH CAROLINA
PH: [phone]
PROJECT NAME'.
BONBON
RESIDENCE
1477 Ocean Pearl Rd
Corolla
North Carolina
REVISIONS: DATE:
ISSUED FOR CONST. 5 / 27 / 22
DRAWING NAME:
CABANA
PLANS AND
ELEVATIONS
ISSUED FOR
CONSTRUCTION
DRAWN BY: CN
DATE: 5 / 27 / 22
SCALE:
STAMP:
``\``ttttlGAR��/
�N
- •a SEAL L
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032626 ; 2
/27/22
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© 2021-22 BEACON ARCHITECTURE + DESIGN
P.L.L.C.- ALL RIGHTS RESERVED
SHEET:
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OCEAN HAZARD AEC NOTICE
Project 1s in an: Ocean lerodlble Area Inlet Hazard Area
Property Owner: - CA1211les I/ Jo y,rn,—
Property Address: L`-ZZ—a6f&& toChZ l 2/ 61,�J
Date Lot Was Platted: —.M z c )- /O / 9 �
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 be issued.
The Commission's rules on building standards, oceanfront
setbacks and dune 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 imminently threatened
by changes 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 best available information, as accepted by the Coastal
Resources Commission, indicates that the annual long -tern
average ocean rosion 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.
The flood waters in a major storm are predicted to be about
/0 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 bags may be
authorized under certain conditions.
The applicant must acknowledge this information and
requirements b i s notice in the space below. Without
the proms nature, the application will not be complete.
Owner's Signature Date
SPECIAL NOTE: This hazard notice is required for
development in areas subject to sudden and massive storms and
erosion. Permits 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 re -measured.
Also, the occurrence of a major shoreline change as the result of
a storm within the 60-day period will necessitate re -
measurement 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, contact:
r� IGzn�.j C t
Local Permit Officer
Address
Locality
Canal '�6fl—.
Phone Number
RECEIVED
OCT 0 6 1011
DCM-EC
Revised October 2016

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2018-00356 County: Currituck U.S.G.S. Quad: NC -Corolla
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor: Mr. Charles Sonson
Address: 3028 Travis Pond Road
Williamsbura. Vir¢inia 23185
Telephone Number: [phone]
E-mail: csonsonenturviets.com
Size (acres) 3.38
Nearest Waterway Atlantic Ocean
USGS HUC 03010205
Location description:
Nearest Town CoroDs
River Basin Albemarle-Chowan
Coordinates Latitude:36.42636
Longitude: -75.8 957
RECEIVED
OC T 0 6 2022
DCM-EC
Indicate Which of the Following Apply:
A. Preliminary Determination
® There appear to be wetlands on the above described project area/property, that may be subject to Section 404 of the Clean Water
Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The wetlands have been
delineated, and the delineation has been verified by the Corps to be sufficiently accurate and reliable. The approximate boundaries
of these waters are shown on the enclosed delineation map revision dated 4/28/2022. Therefore, this preliminary jurisdiction
determination may be used in the permit evaluation process, including determining compensatory mitigation. For purposes of
computation of impacts, compensatory mitigation requirements, and other resource protection measures, a permit decision made
on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any way by the permitted activity on
the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an appealable action under the
Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD,
which is an appealable action, by contacting the Corps district for further instruction.
❑ There appear to be wetlands on the above described project area/property, that may be subject to Section 404 of the Clean Water
Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
wetlands have not been properly delineated, this preliminary jurisdiction determination may not be used in the permit evaluation
process. Without a verified wetland delineation, this preliminary determination is merely an effective presumption of CWA/RHA
jurisdiction over all of the wetlands at the project area, which is not sufficiently accurate and reliable to support an enforceable
permit decision. We recommend that you have the wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in 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 wetlandson the above -described project area/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 recommend you have the wetlands on your project area/property delineated. As the Corps may not be able to accomplish
this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by
the Corps.
❑ The wetlands on your project area/property have been delineated and the delineation has been verified by the Corps. The
approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly suggest you have
this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey

SAW-2018-00356
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 wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory
Official identified below onDATE. 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 no waters of the U.S., to include wetlands, present on the above -described project area/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.
® 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 in Elizabeth City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Anthony D. Scarbraueh at 910 251-2619 or
anthonv.d.scarbrauehnn usace.armv.mil.
C. Basis For Determination: Basis For Determination:
Plain Reejonal Supplement Version 2.
D. Remarks: All aquatic resources within the review area are accurately depicted on the attach plat entitled Charles
Sonson Lot 9B Chicago Inc. Wetland Survey Plat, revision dated 04/28/2022.
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)
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 "A form to the following address: RECEIVED
US Army Corps of Engineers
South Atlantic Division O C T 0 5 2022
Attu: Mr. Philip A. Shannin
Administrative Appeal Review Officer
60 Forsyth Street SW, Floor M9 l./ n C
Atlanta, Georgia 30303-8803 ®C i V i G C
AND
PHILIP.A SHANNIN( .USACE.ARMY.MiL
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 Division 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 Not aonlicable.
**It is not necessary to submit an RFA form to the Division Office if you do not Nect to the determination in this correspondence.**
Corps Regulatory Official:
Date of JD: 6/2/2022 Expiration Date of JD: Not aoolicable

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DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
APPLICANT: Charles V. Sonson COUNTY: Curriluck
PROJECTNAME: SFR
LOCATION OF PROJECT: 1477 Ocean Pearl Road, Corolla
DATE APPLICATION RECEIVED COMPLETE BY FIELD: 10-26-22
FIELD RECOMMENDATION: Attached: No To Be Forwarded: Yes
FIELD REPRESENTATIVE: Ron Renaldi ICT OFFICE: Elizabeth City
DISTRICT MANAGER REVIEW: _(/ Date I0/O-4/1d a z
B) DATE RECEIVED BY MAJOR PERMITS UNIT: FEE REC'D: $250 4 III(A)
APPLICATION ASSIGNED TO: Bodnar
PUBLIC NOTICE REC'D: 11-2-22
ADJ. RIP. PROP NOTICES REC'D:
C) 75 DAY DEADLINE: 1-9-23
END OF NOTICE DATE: 11-22-22
DEED REC'D: Yes
150 DAY DEADLINE:
HOLDS:
EMAIL OUT DATE: 10-28-22 STATE DUE DATE: 11-18-22
PERMIT FINAL ACTION: ISSUE DENY
AGENCY
DATE
COMMENTS
RETURNED
OBJECTIONS:
YES NO
NOTES
DCM — Field Rep
DCM — LUP Consistency Determination
Local Permit Officer
Corps of Engineers— Regulatory Branch
DWR-401 Section
DWR — Public Water Supply
DEMLR — Stornwater
DEMLR — Sed and Erosion
DOA — State Property Office
Wildlife Resources Commission
DMF — Shellfish Section
DMF — Habitat & Enhancement
DNCR — Archives & History
DNCR — Natural Heritage Program
NCDOT
NC Dept of Commerce

DCM Coordinator: Greg Bodnar Distributed Yes® No ❑
Applicant: Charles Sonson Distribution Date: 10/28/2022
AGENCY
ECRO
Community Development/LPO
David Lubelski — Currituck - Corolla
DCM Planner
Charlan Owens Eliz City
US COE:
Josh Pelletier
Community Assistance
Lee Padrick (Beaufort Carteret, Craven, Eliz City,
Pamlico, Washington)
Cultural Resources
Renee Gledhill -Earley
Div. of Water Infrastructure
(No longer public water Supply)
Clif Whitfield
Marine Fisheries
James Harrison
NC DOT
David Harris
Shellfish Sanitation
Shannon Jenkins
Sharon Gupton
Andrew Haines
State Property
Mike Moser
Wanda Hillard
DEMLR/DWR:
Sheri Montalvo
DEMLR
Sediment & Erosion-
Storm water-
DWR 401-
Samir Dumpor
Roger Thorpe
Glenn Stewart
WRC
National Heritage Program
Maria Dunn (WARO)
Rodney Butler
Revised: 6/29/2018

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
October 28, 2022
MEMORANDUM:
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
[e-mail]
SUBJECT: CAMAIDredge & Fill Application Review
Applicant: Charles Sonson
Project Location: 1477 Ocean Pearl Road, Corolla in Currituck County
Proposed Project: construct a 5-bedroom single-family dwelling with a detached garage, a gravel
access driveway, a retaining wall, a concrete patio area with a firepit, a swimming
pool with a concrete deck and a cabana, and a raised wooden beach access with
both a open platform and a gazebo
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by November 18, 2022. If you have any
questions regarding the proposed project, contact Ron Renaldi (252-264-3901, ext. 235) when
appropriate, in-depth comments with supporting data is requested.
REPLY:
This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME
AGENCY
SIGNATURE
DATE
D_W& North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909
an „�w�za+w
m ���mun.ury 252264.3901

ROY COOPER
Governor
ELIZABETH S. B1SER
Secretary
BRAXTON DAVIS
Director
EMAIL MEMORANDUM
NORTH CAROLINA
Environmental Quality
TO: Theresa Schneider
The Coastland Times
Manteo, NC 27954
legals0thecoastlandtimes.com
FROM: Ella Godfrey
DATE: October 26, 2022
SUBJECT: Public Notice: Charles V. Sonson
Please publish the attached Notice in the Wednesday, November 2, 2022, issue of The
Coastland Times.
The State Office of Budget and Management requires an original Affidavit of Publication
prior to payment for newspaper advertising. The State Office of Budget and Management
requires an original Affidavit of Publication prior to payment for newspaper advertising.
Please send me the affidavit, an original copy of the published notice, and an
original invoice.
Thank you for your assistance in this matter. If you should have any questions, please
contact me at our Elizabeth City office [phone].
Attachment
cc: Jonathan Howell, Major Permits Coordinator, DCM, Morehead City
Christy Simmons, PIO, DCM, Morehead City
Ellie Davis, Accounts Payable, DCM, Morehead City
File
D _E Qr_ North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 300 I Elizabeth City, North Carolina 27909
is 1.11 . .
an.a� _'N� 252.2643901

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The NC Department of Environmental Quality hereby gives public notice as required by
NCGS 113A-119(b) that application for a development permit in an AEC as designated
under the CAMA was received on 10/26/22. Charles V. Sonson proposes to construct a
5-bedroom single-family dwelling with a detached garage, a gravel access driveway, a
retaining wall, a concrete patio area with a firepit, a swimming pool with a concrete deck
and a cabana, and a raised wooden beach access with both a open platform and a
gazebo, located at 1477 Ocean Pearl Road, Corolla in Currituck County.
A copy of the entire application may be reviewed at the office of the Division of Coastal
Management, located at 401 S Griffin St, Ste 300, Elizabeth City, NC, 252-264-3901
during normal business hours. Comments mailed to Braxton Davis, Director, DCM, 400
Commerce Avenue, Morehead City, NC 28557, prior to 11/22/22, will be considered in
making the permit decision. Later comments will be considered up to the time of permit
decision. Project modification may occur based on review & comment by the public, state
& federal agencies. Notice of the permit decision in this matter will be provided upon
written request.
PLEASE PUBLISH ON: Wednesday, November 2, 2022
� tt North Carolina Department of Environmental Quality I Division of Coastal Management
1D E 'J Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909
rx�a��aum.mu v
oay.M.narww.w�owv'M1 252.264.3901

ROY COOPER
Governor
ELIZABETH S. BISER.
Secretary
BRAXTON DAVIS
Director
October 28, 2022
Charles V. Sonson
3028 Travis Pond Road
Williamsburg, VA 23185
Dear Mr. Sonson:
NORTH CAROLINA
Environmental Quality
The NC Division of Coastal Management hereby acknowledges receipt of your application
submitted for State approval for development of property located at 1477 Ocean Pearl Road,
Corolla in Currituck County.
It was received complete October 26, 2022 and appears to be adequate for processing at this time.
The projected deadline for making a decision January 9, 2023. An additional 75-day review period
is provided by law when such time is necessary to complete the review. If you have not been
notified of a final action by the initial deadline stated above, you should consider the review period
extended. Under those circumstances, this letter will serve as your notice of an extended review.
However, an additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from October 26, 2022, you may
request a meeting with the Director of the Division of Coastal Management and permit staff to
discuss the status of your project. Such a meeting will be held within five working days from the
receipt of your written request and shall include the property owner, developer, and project
designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed
development. Enclosed you will find a 'Notice of Permit Filing" postcard which must be posted
at the property of your proposed development. You should post this notice at a conspicuous point
along your property where it can be observed from a public road. Some examples would be:
Nailing the notice card to a telephone pole or tree along the road right-of-way fronting your
property, or at a point along the road right-of-way where a private road would lead one into your
property. Failure to post this notice could result in an incomplete application.
-t, North Carolina Department of Environmental Quality I Division of Coastal Management
DE J� Elizabeth City Office 1 401 South Grtffln Street, Suite 300 1 Elizabeth City, North Carolina 27909
�m m u
�^A^�a•»+•^^•^wa•;1� 252.2643901

Charles V. Sonson
October 28, 2022
Page 2 of 2
An onsite inspection will be made, and if additional information is required, you will be contacted
by the appropriate State or Federal agency. Please contact me, if you have any questions and or if
you wish to receive a copy of the field report.
Sincerely,
Ron Re
District Manager, Northeastern District
NC Division of Coastal Management
EM
Enclosure
cc: Jonathan Howell, Major Permits Coordinator, DCM, Morehead City, NC
George Wood, Environmental Professionals, Inc., Agent, Kill Devil Hills, NC

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`**This is a word processing form to be completed in Microsoft Word***
NC Division of Coastal Management
Major Permit Application Computer Sheet
(11/01/2012)
Applicant: Charles V. Sonson
Date: 1012612022
Project Site County. Currituck
Staff Ron Renaldi
District: ®Elizabeth City ❑Washington
[]Morehead City ❑Wilmington
Project Name:
Rover File:
Date of initial application submittal (EX., 1/8/2007): 101612022
Date application "received as complete" in the Field office (EX: 11812007); 1012612022
Permit Authorization: ®CAMA ❑Dredge & Fill ❑Both
SITE DESCRIPTION/PERMIT INFORMATION
PNA: ❑ Yes ®No
Photos Taken: Yes ® No❑
Setback Required (riparian): El Yes
No
15 foot waiver obtained: ❑Yes ®No
Hazard Notification Returned.
®Yes ❑No
SAV: El Yes ®No ❑Not Sure
Shell Bottom: El Yes ®No ❑ Not
Temporary Impacts: ®Yes ❑No
Sure
Sandbags: ❑ Yes ®No ❑ Not Sum
Did the land use classification come from
Mitigation Required (optional):
county LUP:®Yes ❑No
®Yes ❑No
Moratorium Conditions: ❑ Yes ®No
Environmental Assessment Done:
❑NA
[I Yes El No ®NA
SECONDARY WATER CLASSIFICATION —OPTIONAL (choose MAX of 4)
❑ Future Water Supply (FWS)
❑ Nutrient Sensitive Waters (NSW)
❑ Swamp Waters (SW)
❑ High Quality Waters (HQM
❑ Outstanding Resource Waters (ORW)
WETLANDS IMPACTED
® (404) Corp. of Engineers (Jurisdictional
❑ (LS) Sea lavender (Limonium sp.)
❑ (SS) Glasswort ( Salicomia sp.)
wetlands)
❑ (CJ) Saw grass (Cledium jamaicense)
❑ (SA) Salt marsh cordgrass (Spartina
❑ (Sr Salt reed grass (Spartina
altemiflora)
cynosuroides)
❑ (DS) Salt or spike grass (Distichlis
❑ (SC) Bullrush or three square (Scirpus
❑ (TY) Cattail (Typha sp.)
spicata)
sp.)
❑ (JR) Black needlerush (Juncus
❑ (SP) Salt/meadow grass (Spartina
roemerianus)
patens)
APPLICATION FEE
❑ No fee required - $0.00
® III(A) Private w/ D&F up to 1 acre;
❑ 111(D) Priv. public or comm w/ D&F to 1
3490 can be applied - $250
acre; 3490 can't be applied - $400
❑ Minor Modification to a CAMA Major
❑ Major Modification to a CAMA Major
❑ IV Any development involving D&F of
permit - $100
permit - $250
more than 1 acre - $475
❑ Permit Transfer- $100
❑ III(B) Public or commercial w/ D&F to 1
❑ Express Permit - $2000
acre; 3490 can be applied - $400
❑ Major development extension request -
❑ II. Public or commercial/no dredge
$100
and/or fill - $400
❑ 1. Private no dredge and/or fill - $250
❑ III(C) Priv. public or comm w /D&F to 1
acre; 3490 can be applied; DCM needs
DWQ agreement - $400
252-808-2808 :: 1-888.4RCOA5T :: www.nccoastalmana-Bement. net revised: Nov. 2012

NC Division of Coastal Mgt. Application Computer Sheet, Page 2 of 3)
Applicant: Charles V. Sonson
Date: 1012612022
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found in your Activities code sheet.
TYPE
REPLACE
Activity Name
Number
Choose
Choose
Dimension 1
Dimension 2
Dimension 3
Dimension 4
One
One
Elevated
1
New Work ®
Replace
220
4
accessway (ocean)
Maint ❑
❑ Y ® N
Excavation(upland)/
1
New Work El
Replace
202
202
40,724
grading
Maint ❑
❑ Y ® N
Gazebo
1
New Work®
Replace
10
10
Maint ❑
❑ Y ® N
High ground
1
New Work ®
Replace
208
207
disturbance
Maint ❑
® Y ❑ N
Misc. Building
1
New Work®
Replace
50
25
Maint ❑
❑ Y ® N
Misc. Building
1
New Work®
Replace
20
10
Maint ❑
❑ Y ® N
Mitigation
1
New Work®
Replace
484
Maint ❑
❑ Y ® N
Platform
1
New Work®
Replace
8
8
Maint ❑
❑ Y ® N
Res. Bldg. (single
1
New Work ®
Replace
75
45
family)
Maint ❑
❑ Y ® N
Retaining Wall
1
New Work El
Replace
220
4
Maint ❑
❑ Y ® N
Septic syst
1
New Work ®
Replace
73
37
(w/drainfield)
Maint ❑
❑ Y ® N
Swimming pool
1
New Work ®
Replace
45
20
Maint ❑
❑ Y ® N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maim ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
revised Nov. 2012

NC Division of Coastal Mgt. !application Computer Sheet, Page 3 of 3)
Applicant: Charles V. Sonson
Date: 10/26/2022
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
Habitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft.
(Applied for.
Disturbance total
includes any
anticipated
restoration or
temp impacts)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
impact amoun)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
temP impacts)
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount
ID
Dredge ❑ Fill ❑ Both ❑ Other ®
43,124
43,124
WL
Dredge ❑ Fill ® Both ❑ Other ❑
484
484
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
252-808.2808 :: 1.888-4RCOAST :: www._nccoastalmanagement. net revised: Nov. 2012

From: George Wood [e-mail]
Subject: 1477 Ocean Pearl Road- Charles Sonson
Date: June 11, 2022 at 3:03 PM
To: [e-mail]
Cc: George Wood [e-mail]
Our client, Mr. Charles Sonson, proposes to construct a single family residence at 1477 Ocean
Pearl Road on Currituck Outer Banks area in the Carova/Corolla area. The wetlands have been
identified at the site and reviewed by the Corps. The plan will require impacts to wetlands. This
email is to satisfy the profile requirement.
RECEIVED
OC f 0 6 2022
DCM-.EC

RECEIVED
AUTHORIZATION TO ACT AS REPRESENTATIVE FORM AUG 5 2022
Landowner of record authorizes Environmental Professionals, Inc. to:
1. enter the property to gather environmental and site information, including delineation of
environmental regulatory jurisdictions;
2. enter the site with the regulatory agencies (i.e. U.S. Army Corps of Engineers,
North Carolina Division of Coastal Management, North Carolina Division of Water
Quality, etc.) as needed to review regulatory alignment(s) and/or to identify additional
regulatory jurisdictions;
3. submit plats and other information to acquire regulatory agency confirmations, approvals,
and/or determinations (U.S. Army Corps of Engineers, North Carolina Division of
Coastal Management, North Carolina Division of Water Quality, etc.); and
4. act as agent for the purposes of obtaining environmental permits, authorizations, and/or
determinations.
Client
za /
Date
2 zoz/
Date
D M-EC

BK 1615 PG 358 - 359 (2)
This Document eRecorded:
Tax: $1, 050.00
Currituck County, North Carolina
Denise A. Hall, Register of Deeds
DOC# 363223
04/14/2021 03:07:4 n IVED
Fee: $26.00
0 C T 0 6 2022
�. DCM-EC
0
This certifietsothat there are no delinquent taxes which the Currituck County Tax Collector is charged with collecting,
that are lien 6}0'hp property described in this deed, as of the date of this certification.
Date: 04/14/4021 Tax Collector/Deputy/Clerk: Deanna Spruill
Currituck Cour6 Land Transfer Tax: 5250.00 County Excise Tax: 1985 Sessions Law Chapter 670 (HE; 215)
O
0,
NORTH CAROLINA GENERAL WARRANTY DEED
Parcel Identifier No. 0_ 10 73090009B0000
n.,• x Verified by County on the _ day of , 20_
Meil/Box to: Rose. Harrison Gi1reath & Powers PC
This insttttmentwas prepared by: Casev&Robbins, PC
Brief description for the
THIS DEED made this 14111 daa
Ju Yangand wife, Da An
1228 Stockwell Court
Virginia Beach, VA 23455
GRANTOR :�
202I , by and between
GRANTEE
Charles V. Sonson, a marred man
3028 Travis Pond Road
Williamsburg, VA 23185
Enter in appropriate block for each Grantor and Grantee: mailing address, and, if appropriate, character of entity, e.g.
corporation or partnership.
The designation Grantor and Grantee as used herein shall inch
plural, masculine, feminine or neuter as required by context
WITNESSETH, that the Grantor, for a valuable consideration
these presents does grant, bargain, sell and convey unto the G
situated in the City of Corolla ,
North Carolina and more particularly described as follows
parties, their heirs, successors, and assigns, and shall include singular,
iraotee, the receipt of which is hereby acknowledged, has and by
simple, all that certain lot, parcel of land or condominium unit
Ile Township, Cunituck County,
L.otNo. 9B of the subdivision known as Chicago 4, Inc., as shown on map or plat thereof made by Styons Surveying Services, dated
August 29,1996, and duly recorded in Plat CabinetF, Page 127, of the Public IieOtryofCumtuck County, North Carolina.
l�O
The property hereinabove described was acquired by Grantor by instrument record�1 Book 1423 page 211
All or a portion of the property herein conveyed _ includes or X does not include toe primary residence of a Grantor.
A map showing the above described property is recorded in Plat Book F Oa
,e 127
Page I of 2
NC Bar Association Farm No. 3 ®1976, Revised C 1977. 2002. 2013 �7 This suoWud tram has been approved by
Pdnred by Agreement with the NC Her Assacialion —1981 oM Carolina Bar Aswciadon —NC Bar Form No. 3
Submitted electronically by "Rose Harrison Gilreath & Po rS, P.C."
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Currituck county Registe of
Deeds.
Book 1615 Page 358

BK 1615 PG 358 - 359 (2) DOC# 363223
TO HAVE ANDTO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee
simple.
�5tjnd the Grantor covenants with the Grantee. that Quaint is sei7xd of the premises in fee simple, has the right to c�np. ags�r�,r jq feE 4„
u le, that title is marketable and fiee and dear of all encumbrances. and that Grantor will warrant and Defend dte i r Ilft9'1Vd`t 16.�/
c ,u of all persons whomsoever, other than die following exceptions:
'ihh Aq,Valoien lazes for the year 2021 and subsequent years. Easements and restrictions, if any, appearing of record.
�(`� OCT 0 6 2022
1N W1T�t�S WHEREOP, the Grantor has duly executed the foregoing as of the day and year first above written.
®C (MALEC
(Endty Name) Print/Type Name: At Yang
O 1A LIN (SEAL)
Print/Type Name &(] le: Prim/Type Name: na Ar,
By: (SEAL)
PrindType Nance & Tit! PrindType'Name:
ttv' �v 107 A„
Printfl'ype Name &
State of North Carolina _ - County or City of Dare
1, the undersigned Notary Ptlkrlic of the County of City of
InYanaandwife. DaAn (i m
execution of the foregoing instnunently>'�he purposes
April 20 21
VNN
My Commission Expires:
(Affix Seat) (Z
Prindrype
and State aforesaid, certify that
personally appeared before me this day and acknowledged thedue
,,Witness my hand and Notarial stamp or seal this 13th clay of
i
p� Notary PubliC
Dar
e -
UU� L_ �
County
my comm. Exp.
05.31-2025
Notan's Pririlcd or Typcd Name
Public
State of - County or (it
1, the undersigned Notary Public of the CouTylnr iiy,p 11,�a,�"� and State aforesaid, certify that
personally appem-ed before me this day and acknowledged thedue
execution of the foregoing instrument for the p,"uses t 1 expressed. Witness my hand and Notarial stamp or seal this _ day of
20- O
My Commission Expires: __. Notary Public
(Affix Sea]) Notan'-s Printed or Typed Nance
State of - County or City of X
1, the undersigned Notary Public of the County or City of and State aforesaid, cerdfy that
personally came before me this day and acknowledged that
_he is the of —,a North Carolina or
corporation limited liability company/gene FOSartnership/limited partnership (strike through the
inapplicable). and that by authority duly given and as the act of such entity. igned the foregoing instrument in its name on its
behalf as its act and deed. Witness my hand and Notarial stamp or seal, this .day of . 20_.
My Commission Expires: VV Notary Public
(Affix Seal) Notns Printed or Typed Name
C,
C•
Page ? of
NC Bar Association Form No. 3 0 1976. Revised 0 1977. 2002. 2013 This standard font has In m approved by:
Primed by Apeemcnl with the NC Bar Association - 1981 ""eh B. Association -NC Bar Porto No.3
10
O 1.
�1.� Book 1615 Page 359

MAJOR PERMIT FEE MATRIX
Applicant: &I, ,\50 � � C ka
Selection
Development Type
Fee
DCM %
DWQ %
(14300 16014351000931625 6253)
(243001602 435100095 2341)
I. Private, non-commercial
❑
development that does not
$250
100% ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
Il. Public or commercial
development that does not
$400
100% ($400)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
❑
Major Modification to a
$250
100% ($250)
0% ($0)
CAMA Major permit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below a lies:
IIPrivate,
commercial development, if
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 4097 (See
attached) can be applied:
III(B). Public or commercial
development, if General
$400
100% ($400)
0% ($0)
Water Quality Certification
No. 4097 (See attached)
can be applied:
III(C). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
4097 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Quality Certification No.
$400
60% ($240)
::1
40% ($160)
rE
4097 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or
$475
60% ($285)
40% ($190)
excavation of more than
one acre of wetlands and/or
o en water areas:

The Great DismaCSwamp RestorationBank, LLC
P. 0. Box 6186 Phone [phone]
Chesapeake, VA 23323 Fax [phone]
August 3, 2022
Mr. George Wood
Environmental Professionals, Inc.
P.O. Box3368
Kill Devil Hills, NC 27948
Permittee: Charles Sonson
Project: 1477 Ocean Pearl Road
Currituck County, NC
Dear Mr. Wood:
RECEIVED
OCi 0 6 2022
The following price quote is given in reply to your request for the purchase of 0.022 Non -Riparian wetland
mitigation credits (HUC Code 03010205) from The Great Dismal Swamp Restoration Bank - Timberlake Farm. These
credits are currently available from our Timberlake mitigation bank.
The cost will be Eight Hundred Eighty Dollars ($ 880.00). This quote will expire on October 31, 2022. You will need
to submit to the USCOE the necessary application for said mitigation, and receive USCOE permission to furnish said
required credits from our Timberlake bank.
To complete this transaction, we will require payment in full. Once payment is received, the credit sale will be
reported to the US Army Corps of Engineers. Please provide and/or confirm the following information:
Corps Project N: Pending
Waterway: Non -Riparian
Permittee Name: Charles Sonson
Locality of Impact: Currituck County, NC
Permit action (i.e., IP, NWP-39, enforcement, etc.) NWP-18
Impacts (acres/linear feet): 0.011 / Anticipated Requirement: 0,022
Impacts Hydrologic Unit Code: Pasquotank 03010205
Mitigation Bank, Permittee, and Consultant agree not to discuss with any other party the details and/or pricing of
this agreement, unless necessary for regulatory matters. Information contained herein shall be held in the strictest
confidence.
Thank you for allowing s to quote this project
Sincerely,
Beverly M.yVftite
Manager 4AIcounting/Sales
GDSRB
CC: File
We look forward to working with you.

ALBEMARLE REGIONAL HEALTH SERVICES
Applicant:
SONSONCHARLES
rnn�nr nn_r.in an
WILLIAMSBUG, VA 23185
Owner.
'FANG JU
VIRGINIABEACH
RECEIVED
0C T 0 0 2022
DCM—EC
1477 OCEAN PEARL RD
COROLLA, NC 21927 Lv r 9 d G9(6K(s0 'T
DurGIT
GPD: 960 LTAR: 0.800 Classification:-, Prarisicna9y SLltabie — *-r f I&AP f71 D4r—^9'5
5•rL-fvX'fvr16 5oiL w.TurtSS-PS• 4r9161¢pt0L6~ 34 +- I O t y 7
•' SA-oo (/uSJi-C"LL — L01J�A'OSIPLA'Itltf OSi1 Br•� wl&rLtJDS /
If unsuitable, the site may be reclassified to provisionally suitable with the following fication(s):
_ To obtain an Authorization to Construct,
= Pay permit fee of $800 ! ' J� • {'�iCl f'
11telyG
Comments: 1E_Tt j
'CONSULT WITH CAMA. I.ANDSCAPE/CLEARJLEVELATLEAST A120FEET X200FEET AREA AT L/"v(T,4v'l
HIGH RIDGE AREA OF LOT FOR SEPTIC SYSTEMII•SEPTIC SYSTEM REPAIR AREA ZASED ON to '/
PROPOSED A-K
8 BEDROOM/16 PEOPLE MAXIMUM OCCUPANCY DWELLING. RAISE HOUSE PAD AREA 12
INCHES HIGHER THAN SEPTIC SYSTEM/SEPTIC SYSTEM REPAIR AREA -*DO NOT FELL OR MO`,—=
SAND WITHIN 10 FEET OF PROPERTY LINES. CALL FOR REEVALUATION WHEN DONE i
'NOTE: DUE TO PROPOSED LARGE DWELLING SIZE(8 BEDROOM/16 PEOPLE MAXIMUM OCCUPANCY
u:! EWNG) AND QUESTIONABLE USABLE AVAILABLE SPACE FOR REQUIRED SEPTIC SYSTEM/SEPTIC
�i , NT'REPAIR AREA; HEALTH DEPT. WILL REQUIRE OWNER CONSULTATION WITH A NC LICENSED
ESSIONAL ENGINEER TO TRY TO DEVELOP A SITE PLAN/SEPTIC SYSTEM DESIGN THAT CAN BE
.q?PROVED. ,p _
— . 'NOTE: FOREMOST FRONT 149 FEET X 200.FEET (ROADSIDEAREA OF LOT) AND LOW AREAS LQCATEC
AND DISPOSAL DUE TO
FILL SOIL IF USED FOR
'NOTE: PRIVATE WELLS EXIST ON NEIGHBORING LOTS AND PROPOSED SEPTIC SYSTE
NEED TO MAINTAIN A MINIMUM 50 FEET FROM ANY EXISTING PRIVATE WELLS).
�— `SUBMIT ENGINEERED SITF PLAN/SEPTIC SYSTEM DESIGN TO HEALTH DEPT. FOR REV,
CONSULT WITH HEALT!' -cPT..
'SEE REVERSE SIDE
1
EH'. v Date:
/V�/J�' Hob ,Joe
R 1
THIS JIMENOWILL BECOME VOID AFTER 12 MONTHS AND A NEW APPLICATION V
Ber ie [phone] Camden [phone] Chowan [phone] Cumtuck
Gates [phone] Pasquaank [phone] Perqutmans (252).,42f,

u
v o .
c y:;
DECEIVED
OCi 0 6 2022
DCM-EC

Renaldi, Ronald
From: George Wood <[e-mail]>
Sent: Wednesday, October 26, 2022 10:53 AM RECEIVED
To: Nanci Dawson
Cc: George Wood; Renaldi, Ronald OCT 2 6 2022
Subject: [External] Re: Villa Blue OBX, LLC //rrM ®V®EC
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Thank you. I will inform the State Division of Coastal Management.
On Oct 26, 2022, at 10:00 AM, Nanci Dawson <[e-mail]> wrote:
Mr. Wood,
Our office received documents regarding Villa Blue OBX, LLC via certified mail yesterday,
October 25, 2022. We wanted to reach out to you as a courtesy to inform you that Villa
Blue OBX, LLC has no connection to our office. I found that they had assigned Elizabeth
Robbins as their registered agent without our knowledge, and as a result we quickly filed a
statement of resignation with the state.
Stay well,
Na1-v cL,wso-w 0
Office Manager & Lega/Assistant
<i mage001.j pg>
For USPS mailings please use P.O. Box 28, Nags Head, NC 27959
Forovernight services please use 110 W. Gray Eagle Street, Ste. 101,Nags Head, NC 27959
t: [phone] ext: 101 /f: [phone]/w: www.nagsheadlaw.com

North Carolina Secretary of State Search Results
https://www.sosnc.gov/onl ine_services/s earchB us iness_Registration_R...
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
Villa Blue OBX LLC
Information
Sosld: 2082589
Status: Current -Active O
Date Formed: 11/16/2020
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual. Report Status:
Registered Agent: Not Listed
Addresses
Mailing
110 W. Gray Eagle Street, Suite 101 Casey & Robbins, PC
Nags Head, NC 27959-8009
Principal Office
110 W. Gray Eagle Street, Suite 101 Casey & Robbins, PC
Nags Head, NC 27959-8009
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
1 of 1 10/12/2022, 8:19 AM

esfllto�sle�ru,
PR0FES5101A6S Villa Blue OBX LLC
=l�r= Attn: David & Jennifer Norris
ASMER°n 18395 Herrin Creek Rd.
e:,-:•, MEW Tall Timbers, MD 20690
Dear Mr. and Ms. Norris,
August 2, 2022 via Certified Mail/
Return Receipt Requested
v�-p4 /./ j/,ga
4vllyz k1 d,nr6a7FS'9_saaf
North Carolina Division of Coastal Management for the purposes of requesting
Environmental Professionals, Inc. has been retained by Charles Sonson to represent him to the
authorization
improvements at their property which is adjacent to yours in Currituck County and as for
described in the enclosed project narrative and application.
Should you have any questions regarding this request, please contact:
Environmental Professionals, Inc.
Attn: Mr. George H Wood, CEP, PWS
PO Box 3368
Kill Devil Hills, NO 27948
252-441-0239
obxwcod@yahoo com
6" � Ro b3,AS: AG
-1/0 cJ Gray rag )e S-4
'F""h )dl
or NO Division of Coastal Management
Attn: Mr. Robert Corbett
401 S. Griffin Street -Suite 300
Elizabeth City, NO 27909
252-264-3901
[e-mail]
If you have no objection to the project, please mark the appropriate statement below and
return to Environmental Professionals, Inc.
The NO Division of Coastal Management provides 30 days from the date of notification in
which to comment.
I appreciate your consideration of this matter and remain available to answer any questions you
may have regarding this request.
Sincerely,
R ...,, ...@ nor ,
VED
George H Wood, CEP, PWS
OCT I s zozz
— I have no objections to the project described in this correspondence.
_ I have objections to the project described in this correspondence.
Signature
Date
P.O. BOX 3368 • RILL DEVIL HILLS, NORTH CAROLINA 27948
MOBILE: [phone] • OFFICE: 252.4.41-0239
EMAIL: obxwoodro)yahoo.com

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CERTIFIEDo
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.n Domestic Mail .
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$ 1-3
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■ Complete Items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece
or on the front if space permits.
1. Article Addressed to:
Carte -�' 2oil1, lis P`
//0 Al "
fin: l JO )
9590 9402 7539 2098 8966 20
X ❑ Agent
❑ Addle
B. Received by (Printed Name) 10. pate of Deli
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
Postmark
Here
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❑ Priority Mall Express®
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❑ Registered Mellr-
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7022 0410 0001 0564 1515 (lnsnd Mail Restricted Delivery
_ over$501
PS Form 3811. July 2D20 PSN 7530-n2-0nn-9n53 fl. 9 ) _. n /
❑nmastir. Raturn RPCelnt .

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EtiV1R0YS[ESTVL
RL'FTIS IOIIIS Villa Blue OBX LLC
=lIr= Attn: David & Jennifer Norris
IPLANNING BETTER�� 18395 Herrin Creek Rd.
E:vti•IRO,NAIENr Tall Timbers, MD 20690
Dear Mr. and Ms. Norris,
August 2, 2022 via Certified Mail/
Return Receipt Requested
Environmental Professionals, Inc. has been retained by Charles Sonson to represent him to the
North Carolina Division of Coastal Management for the purposes of requesting authorization for
improvements at their property which is adjacent to yours in Currituck County and as
described in the enclosed project narrative and application.
Should you have any questions regarding this request, please contact:
Environmental Professionals, Inc. or NO Division of Coastal Management
Attn: Mr. George H Wood, CEP, PWS Attn: Mr. Robert Corbett
PO Box 3368 401 S. Griffin Street -Suite 300
Kill Devil Hills, NO 27948 Elizabeth City, NO 27909
252-441-0239 252-264-3901
obxwon gyahoo om [e-mail]
If you have no objection to the project, please mark the appropriate statement below and
return to Environmental Professionals, Inc.
The NO Division of Coastal Management provides 30 days from the date of notification in
which to comment.
I appreciate your consideration of this matter and remain available to answer any questions you
may have regarding this request.
Sincerely,
. It Cf 14
George H Wood, CEP, PWS
— I have no objections to the project described in this correspondence.
_ I have objections to the project described in this correspondence.
Signature
Date
P.0.BOX3368 • HILLDEVILHILLS, NORTH CAROLINA 27948
MOBILE: [phone] • OFFICE: 252.411-0239
EMAIL: [e-mail]
RECEIVED
0 C T U 6 2022
DCM-EC

ESIIRO.......
PROFESSIONALS
—1.1P_—
PLANNING FOR
A BETTER
ENl9RONMEN,
August 2, 2022 via Certified Mail/
Return Receipt Requested
Michael and Helen Poole
12395 Walnut Hill Dr.
Rockville, VA 23146
Dear Mr. and Ms. Poole,
Environmental Professionals, Inc. has been retained by Charles Sonson to represent him to the
North Carolina Division of Coastal Management for the purposes of requesting authorization for
improvements at their property which is adjacent to yours in Currituck County and as
described in the enclosed project narrative and application.
Should you have any questions regarding this request, please contact:
Environmental Professionals, Inc.
Attn: Mr. George H Wood, CEP, PWS
PO Box 3368
Kill Devil Hills, NC 27948
252-441-0239
[e-mail]
or NC Division of Coastal Management
Attn: Mr. Robert Corbett
401 S. Griffin Street -Suite 300
Elizabeth City, NC 27909
252-264-3901
[e-mail]
If you have no objection to the project, please mark the appropriate statement below and
return to Environmental Professionals, Inc.
The NC Division of Coastal Management provides 30 days from the date of notification in
which to comment.
I appreciate your consideration of this matter and remain available to answer any questions you
may have regarding this request.
Sincerely,
orge H Wood, CEP, PWS
— I have no objections to the project described in this correspondence.
—I have objections to the project described in this correspondence.
Signature
Date
P.O. BOX 3368 • KILL DEVIL HILLS,NORTH CAROLINA 27948
MOBILE: [phone] • OFFICE: 252-441-0239
EMAIL: [e-mail]
RECEIVED
0 C T 0 6 2022
t-/CM-EC

■ Complete Items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mallplece,
_ or on the front If space permits.
1. Article Addressed to:
1,,de GteAmde
dZVJY.lie, vo-
9590 9402 7539 2098 8967 50
1022 0410 0001 0564 1492
PS Form 3811. July 2020 PSN 7630-02.000-9063
D. 1£tlelivery address—dlffwent from Item 17
If YES, enter delivery address below:
RECEIVED
Of 1 0 6 2022
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