EX27-21 Wellman 7600 8th Ave ORW SFR exemption

EX27-21

September 13, 2021

Wellman Construction, Inc.
PO Box 8
Holly Ridge, NC 28445

RE: EXEMPTED PROJECT SINGLE FAMILY RESIDENCES WITHIN THE ESTUARINE
SHORELINE AREA OF ENVIRONMENTAL CONCERN (15A NCAC 07K .0208).
PROJECT LOCATION/ADDRESS – 7600 8th Ave., North Topsail Beach, Onslow County

Dear Mr. Wellman,

I have reviewed the information you submitted to our office concerning the necessary filing of an
application for a CAMA Minor Development Permit under the Coastal Area Management Act and have
determined that the activity you propose of a single family residence is exempt from needing a CAMA
Minor Development Permit as long as it remains consistent with your project drawing, dated September
16, 2021, and it also meets the conditions specified below. If your plans should change and your project
will no longer meet these conditions, please contact me before proceeding.

SINGLE FAMILY RESIDENCES WITHIN THE ESTAURINE SHORELINE AREA OF
ENVIRONMENTAL CONCERN EXEMPTED

1. All development shall be located at least 40 feet landward of the normal high water level from
waters classified as Outstanding Resource Waters (ORW).
2. No ground disturbance or land disturbing activity shall occur within 40 feet of the normal high
water level of waters classified as ORW.
3. The development may not exceed a 25% built upon area within 575 feet of the normal high water
level of waters classified as ORW.
4. The development shall be consistent with all other applicable CAMA permit standards, North
Carolina Building Code standards, local ordinances and local land use plans in effect at the time
the exemption is granted.
5. This exemption does not allow for any development within any wetlands or open water areas.
Any proposal to modify or alter the development plan as proposed will require additional
authorization from the Division of Coastal Management.

Wellman Construction, Inc
Page 2

This exemption does not eliminate your requirements to obtain any other State, Federal or Local
authorization. Construction of the structure authorized by this exemption shall be completed by
December 31 of the third year of the issuance date of this exemption.

Sincerely,

Curt Weychert
Environmental Specialist II, DCM

cc: Roy Brownlow, DCM
Kate Winzler, NTB Permitting Specialist
Maggie Arcia, Wellman’s Construction
Megan Leary, Wellman’s Construction

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U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008
Federal Emergency Management Agency Expiration Date: November 30, 2022
National Flood Insurance Program
ELEVATION CERTIFICATE
Important: Follow the instructions on pages 1-9.
Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agenUcompany, and (3) building owner.
SECTION A - PROPERTY INFORMATION
FOR INSURANCE COMPANY USE
Al. Building Owner's Name
Policy Number:
WELLMAN CONSTRUCTION, INC
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and
Company NAIC Number:
Box No.
7600 8TH AVENUE
City State ZIP Code
NORTH TOPSAIL BEACH North Carolina 28460
._.—..._ ..---_.._.._._..__
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 313, SEAHAVEN BEACH
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL
A5. Latitude/Longitude: Lat.34d28'07"N Long. 77d28'1 5"W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983
AS. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 6
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s) 135.00 sq ft
b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 2
c) Total net area of flood openings in A8.b 400.00 sq in RECEIVED
d) Engineered flood openings? x❑ Yes ❑ No
A9. For a building with an attached garage: SEP 13 2021
a) Square footage of attached garage 0.00 sq It
DCM-MHD CITY
b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A9.b 0.00 sq in
d) Engineered flood openings? ❑ Yes ❑x No
SECTION B- FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number
B2. County Name
B3. State
NORTH TOPSAIL BEACH 370466
ONSLOW
North Carolina
B4. Map/Panel
B5. Suffix
86. FIRM Index
B7. FIRM Panel
B8. Flood
B9. Base Flood Elevation(s)
Number
Date
Effective/
Zone(s)
(Zone AO, use Base Flood Depth)
Revised Date
3720426600
K
06-02-2021
06-19-2020
AE
12'
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139:
❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No
Designation Date: ❑ CBRS ❑ OPA
Tr1't 7 7 Z(
FEMA Form 086-033 (12/19) Replaces all previous editions. Form Page 1 of 6

ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: November 30, 2022
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
Policy Number:
7600 8TH AVENUE
City State ZIP Code
Company NAIC Number
NORTH TOPSAIL BEACH North Carolina 28460
SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: 0 Construction Drawings' ❑ Building Under Construction" ❑ Finished Construction
'A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, VI—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO.
Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters.
Benchmark Utilized: NC CORS Vertical Datum: NAVD 1988
Indicate elevation datum used for the elevations in items a) through h) below.
❑ NGVD 1929 Q NAVD 1988 ❑ Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 7.0 ❑x feet ❑ meters
b) Top of the next higher floor 19.2 0 feet ❑ meters
c) Bottom of the lowest horizontal structural member (V Zones only) 17.0 Q feet ❑ meters
d) Attached garage (top of slab) N/A ❑ feet ❑ meters
e) Lowest elevation of machinery or equipment servicing the building 14.1 feet ❑ meters
(Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG) 6.7 ❑x feet ❑ meters
g) Highest adjacent (finished) grade next to building (HAG) 6.9 x❑ feet ❑ meters
h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A ❑feet ❑meters
structural support
SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false
statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Were latitude and longitude in Section A provided by a licensed land surveyor? X Yes ❑ No ❑ Check here if attachments.
Certifieame License Number
rJAMESANEWIS
L-4562
l`\`\iiA Ay
Q�'•FESS7�••,./2
=;•Q
Title
MANAGER
w�
e 7
—
_PROJECT
Company Name
CHARLES F. RIGGS & ASSOCIATES, INC.
_ r —
yy OQ
J
Address
502 NEW BRIDGE STREET
City State ZIP Code...
JACKSONVILLE North Carolina 28540
����������
7 2!
Signatur Date Telephone Ext.
1-701 [phone] 41
Copy all p as of this Elevation Ce t nd all attachments for (t coihmunity official, (2) insurance agent/company, and (3) building owner.
Comments (including type of equipment and location, per C2(e), if applicable)
PROPOSED DWELLING IS THREE STORY ON PILINGS, PARTIALLY ENCLOSED BELOW. THE TOWN OF NORTH TOPSAIL
BEACH HAS ADOPTED V-ZONE CONSTRUCTION STANDARDS THROUGHOUT AND REQUIRES A 2' FREEBOARD DURING
CONSTRUCTION THEREFORE THE BOTTOM OF THE LOWEST HORIZONTAL STRUCTURAL MEMBER MUST HAVE AN
ELEVATION OF AT LEAST 12.0' + 2.0' = 14.0' (PROPOSED ELEVATION = 17.0') REGF
(CFRA#21-06-21)
FEMA Form 086-0-33 (12/19)
Replaces all previous editions.
I)CM-MHD CITY
Form Page 2 of 6

National Flood Insurance Program
V-Zone Certification
Property Information
For Insurance Company Use
Name
Policy Number
Wellmans Construction
Structure Address or Other Description
7600 8th Ave
City State Zip Code
North Topsail Beach NC 28460
SECTION I: FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
Note: To be obtained from F/RMs in effect at the time of the certification
1. Community Number
2. Panel Number
3. Suffix
4. Date of FIRM Index
5. FIRM Zone
1
370466
3720426600
K
06-02-21
AE12
SECTION II: ELEVATION INFORMATION
Note: This form is not a substitute for an Elevation Certificate. Elevations should be rounded to nearest tenth of a foot.
1. Elevation of the Bottom of Lowest Horizontal Structure Member ....................... ................. - 16 feet (NAVD 88)
2. Regulatory Flood Protection Elevation (RFPE)............................... -- ........ ........... ......I... 12+2 feet.(NAVD 88)
3. Elevation of Lowest Adjacent Grade.............................................................................. 6.7 feet (NAVD 88)
4. Approximate Depth of Anticipated Scour/Erosion Used for Foundation Design ........................ 2.1 feet (NAVD 88)
5. Embedment Depth of Pilings or Foundation Below Lowest Adjacent Grade.. . ... .......... ......... ... — - 8 feet (NAVD 88)
SECTION III: V-ZONE CERTIFICATION STATEMENT
Note: This section must be certified by a registered professional engineer or architect. Initial all that apply.
GWR I certify that I have developed or reviewed the structural design, plans and specifications for construction and that the methods of
construction to be used are in accordance with accepted standards of practice for meeting the following provisions:
GWR a) The bottom of the lowest horizontal structure member of the lowest floor (excluding the pilings or columns) is elevated to or
above the Regulatory Flood Protection Elevation; and,
GWR b) The pile or column foundation and structure attached thereto is anchored to resist flotation, collapse and lateral movement
due to the effects of the wind and water loads acting simultaneously on all building components, including grade beams and
bracing, if applicable. Water loading values used are those associated with the base flood including wave action. Wind
loading values used are those required by the applicable State or local building code. The potential for scour and erosion at the
foundation has been anticipated for conditions associated with the flood, including wave action.
SECTION IV: AREAS BELOW THE LOWEST FLOOR
Note: This section must be certified by a registered professional engineer or architect. Initial all that apply.
GWR I certify that I have developed or reviewed the structural design, plans and specifications for construction and that the design and
methods of construction to be used for the breakaway walls are in accordance with accepted standards of practice for meeting
the following provisions:
a) All areas below the lowest floor are free of obstruction (including open lattice work, insect screening, bracing and grade beams
as allowed in accordance with FEMA Technical Bulletin 5 and ASCE 24), or
b) Breakaway walls are constructed in accordance with prescriptive design in FEMA Technical Bulletin 9: Breakaway Walls; or
GWR c) Breakaway walls shall collapse from water load less than that which would occur during the base flood without causing
collapse, displacement, or other structural damage to the elevated portion of the building or supporting foundations stem.
SECTION V: SAND DUNES AND MANGROVE STANDS
Note: This section must be certified by a registered professional engineer or architect. Initial all that apply.
In accordance with 44 CFR 60.3(e)(7) and Paragraph G103.7 of the North Carolina Building Code, the construction:
a) Does not alter sand dunes or mangrove stands; or
b) Alters sand dunes or mangrove stands but does not increase potential flood damage.
SECTION VI: SEPTIC TANKS
Note: This section must be certified by a registered professional engineer or architect. Initial all that apply.
a) There is not a septic tank serving the building; or
In accordance with 44 CFR 60.3(a)(3) and (6), Section G701.1 of the North Carolina Building Code, and ASCE 24-14 7.3 and
9.7, the sanitary sewer system:
b) Is designed and adequately anchored to prevent flotation, collapse, or lateral movement resulting from hydrostatic and
hydrodynamic loads, including 150% of the effect of buoyancy and is designed to minimize or glgpiryat�inflon of flood waters
''�+��1b�
into the systems and discharges from the systems into flood waters; or �IllOOf-L6
c) Is located to avoid impairment to them or contamination from them during flooding.
SEP 13 2021
DCM-MHD CITY

SECTION VII: UNDERGROUND FUEL TANKS
Note: This section must be certified by a registered professional engineer or architect. Initial all that apply.
a) There is not an underground fuel tank serving the building; or
In accordance with 44 CFR 60.3(a)(3)(iv) and ASCE 24-14 Section 9.7, the fuel tank(s) servicing the structure:
b) Is designed and adequately anchored to prevent flotation, collapse, or lateral movement resulting from hydrostatic and
hydrodynamic loads, including 150% of the effect of buoyancy, is designed to minimize or eliminate infiltration of flood waters
into the systems and discharges from the systems into flood waters, and calculated flood -related loads take into account the
eroded ground elevation.
SECTION VIII: ABOVE GROUND FUEL TANKS
Note: This section must be certified by a registered professional engineer or architect. Initial all that apply.
a) There is not an above ground fuel tank serving the building, or
In accordance with 44 CFR 60.3(a)(3)(iv) and ASCE 24-14 Section 9.7, the fuel tank(s) servicing the structure:
b) Is elevated to or above the Regulatory Flood Protection Elevation on a detached platform with a foundation that meets the
requirements of Section III, or
c) Is underneath or attached to a building and is elevated in accordance with ASCE 24-14 Table 4-1.
SECTION IX: SWIMMING POOLS
Note: This section must be certified by a registered professional engineer or architect. Initial all that apply.
a) There is not a swimming pool or hot tub located on the subject property; or
In accordance with the North Carolina State Building Code Section G801.5, the North Carolina Residential Building Code
Section AV103.3, and ASCE 24 9.6.2, the swimming pool / hot tub is: RECEV
b): Located and designed to be structurally independent of buildings and structures; or
c) Located in or on elevated floors or roofs that are at or above the Regulatory Flood Protection Elevation; SEP 1 fl
o
and
n(��/ HE
Flood Protection ElevQtiGrl," -
d) Is elevated so that the lowest horizontal structural member is at or above the Regulatory
e) Is designed and constructed to break away during design flood conditions without producing debris capable of causing
significant damage to any structure; or
f) Is designed and constructed to remain in the ground during design flood conditions without obstructing flow that results in
damage to any structure.
SECTION X: FILL
Note: This section must be certified by a registered professional engineer or architect. Initial all that apply.
a) No fill has been placed on the site; or
b) Any fill placed on the site is at less than a 5:1 (20%) slope and is similar to natural soils in the area; or
a) Is at a greater than 5:1 (20%) slope but will not cause or worsen wave runup or wave reflection capable of damaging adjacent
buildings.
SECTION XI: EROSION CONTROL STRUCTURES
Note: This section must be certified by a registered professional engineer or architect. Initial all that apply.
Bulkheads, seawalls, retaining walls, revetments, and similar structures are considered erosion control structures.
a) No erosion control structures have been placed on the site; or
b) Erosion control structures are located at least 30' from any structures; or
c) Erosion control structures are not located beneath any structures and will not cause or worsen wave runup or wave reflection
capable of damaging ad scent buildings.
SECTION V: CERTIFICATION
Name of Certifier
Gilbert W Reeceae�,0
Title
Structural Engineer
syrourtttt
CAp +'�+,,�
Firm Name
Reece Engineering
License Number
022659
4
Street Address
Phone Number and Email
422 North Shore
( > 910-200-7616{a
City
Surf City
State
NC
Zip CodeIR
28445`
rW
+rreUsftii �9`if I2/2021
Signature
Date
7/12/21
Seal
9E
2021
CITY
N.C. Division of Emergency Management 04120

R/W
EMN IN CA OF NE ASPHALT
INTERSECTION W N.C. WMWAY
210 & 9TH AVENUE
R/W
EDGE OF ASPHALT
1.21'
N.C. HIGHWAY 210
100' R/W (ASPHALT - PUBLIC)
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NOW OR FORMERLY Ni
r15, SETBACK
I
MALOY
D.B. 4436, P. 756 3
LOT 326 0
SEAHAVEN BEACH
M.B. 3, P. 46
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LJ
LJ
rH
R/W
EON IN CA M THE ASPHALT INTERSECTNNI
OF N.C. HIGHWAY 210 & STH AVENUE
711m
■im
NOW OR FORMERLY
Yi
NOW OR FORMERLY
HUDSON
CRANFORD
D.B. 2840. P. 464
4
D.B. 5011. P. 771
LOT 312
„(
LOT 327
SEAHAVEN BEACH
SEAHAVEN BEACH
M.B. 3, P. 46
`A
M.B. 3, P. 46
g
ROLE
PROPOSED DWELLING IS THREE STORY
ON PILINGS OVER CONCRETE SLAB
PMPALLY ENCLOSED BELOW FOR
ENTRY & STORAGE
PROPOSED DWELLING TO UTHUM
PLURIS FOR SEWER AND WWASA
FOR WATER
PROPOSED DMiLUNG & EAVES 1028 SLFt.
PRWOSFD PERMWS DRIVE - O Soft
MWOSD TOTAL IMPERVIOUS SURFACE - 1028 S4FL
TOTAL LOT AREA - 5000 G FL
PROPOSED IMPERMOUS AREA - 20.5X
CHARLES F. RIGGS & ASSOCIATES, INC. (C-730)
LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS,
LAND PLANNING & COMPUTER MAPPING
502 NEW BRIDGE STREET LANDFALL EXECUTIVE SUITES
P.O. BOX 1570 1213 CULBRETH DRIVE
JACKSONVILLE. NC 28540-1570 WILMINGTON, NC 28405
TELEPHONE: [phone] TELEPHONE: [phone]
E-MAIL• riaasland0rinaslandnc.com
EMN IN CA OF THE ASPHALT INTO
a TOPSAIL ROAD & 8TN
ZWEO MHR
ZONING SETBACKS
FRONT = 20'
REAR - 10'
SIDE = B'
SIDE STREET - 15'
. �A�Wc ocFN+
MMITY BKETCH
WAS
RESmCTVE COVENANTS
FRONT - 20'
REAR - 10'
SIDE = lo'
OWNERS
JAN COBB FAIRLEY &
WE CANTLE COBS
TOTAL AREA:
TIRE cnaCE
5000 Sq.Ft.
0.115 ACRES
D.B. 787. P. 750
R/W TAX MA
812-M
D.B. 230. P. 500
O.B. 787, P. 750
O.B. 2M. P. 484
D.B. 4438, P. 758
Ds. Mi. P. 771
Y.B. 3, P. M
SUN 0
a I
CONTROL
CM
OWING COROETE MONI ENT (FawXCONTRa CORNER)
W
OP EASTING IRON PPE (FOUND)
I
7 I
Z
OR EASIMG IRON ROD (FG)NO)
{
6
EMN = FASTING MAGNETIC NAIL (FGIN oxccNTRGL CORNER)
EPK = FASTING PNWR-KALCI NAIL (FOUNOXODR[ROL OO m)
ERRS = FASTING RAILROAD SPIKE (FOUND)
MINIMUM NG LINE
>
2 Q
NNMP = NON MONUDMFNIED POINT
'
rov
SCM - SET CONCRETE MONUMENT (CONTROL CORNER)
SIP - SET IRON PIP[
SIR = SET IRON ROD
o
<
SUN = SET MAGNETIC NA& (CONTROL CORNER)
SPK = SET PARKER -KHAN NAIL (CONTROL CORNQR)
I[ CENTETBINE
EMN
® = WATER METER
X RRE HYDRANT
= WATER VALVE
®= SAWTMY SEWER MANm
®= CLEAR WT
® TELEPHONE P TAL
.
a
O = NO PARKING & SPEED LIMIT SIGN
® = mom OPTIC CABLE MARKER
>} = LIGHT POLE
POWER POIE
— 00 - POWER LINE
® ELECTRIC TRM3CRMER
X,O - O0STING SPOT ELEVATION
GRAPHIC SCALE
BOUNDARY SURVEY & PRELIMINARY PLOT PLAN
FOR
WELLMAN CONSTRUCTION, INC.
LOT 313. SEAHAVEN BEACH, M.B. 3, P. 46
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
JAN COBB FAIRLEY & SUE CAMILLE COBB. OWNER; D.B. 787, P. 750
7600 8TH AVENUE & ISLAND DRIVE
a s m a a
( OI FM
1 In96 - 2D M1
ACTUAL FIELD SURVEY DATE: 06/17/2021
MAPPING DATE: 07/06/2021
FIELD BOOK: 1202 PAGE: —60
PROJECT NUMBER: 21-06-21
FCEIVED
SEP 13 2021
D CITY

LEFT ELEVATION /l RIGHT ELEVATION
U J/18"=1'0' U 3/18"=1'O"
GEHEIGHT _
M' S -ST
0 TNIRD f1.9
J'a 2NDFLGQBDEUNG
H.. tivPGove u6np
0 2ND FLOOR
wL TO _
1�a�T4M--
0 a•F-.a. _ _
12r2Xa9a�
Area 5G1atlUle (Gross Bulking)
Area Level Comments
816 SF
1ST FLOOR
8185E
I 12ND FLOOR
499 SF
THIRD FLOOR
not ar
DRAWING INDEX
SHEETN
SHEET TITLE
REWSION
G100
COVER AND ELEVATIONS
A
G200
FLOOR PLANS
A
SiA
PILING 8 FOUNDATION PLAN
A
52.1
FRAMING PLANS
A
53.1
DETAILS
A
SEP 13 2021
®CM44110 C17-y
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ENGINEERING AND DESIGN
OAK TREE CENTER - SUITE 108
18147 US HAY 17 NORTH
HAMPSTEAD, NC 28413
91D20 C7618 FAX [phone]W
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NORTH TOPSAILBEACH, BEACH, NC
COVER AND ELEVATIONS
PaMl,mmwr 21-203
Deu 7.12-21
ma ey GWR
cnvd.e4 GWR
G 100
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ALL CONSTRUCTION BELOW BESHALL CONFORM TO SECTION PINTA OF THE
NORTH CAROLINA RESIDENTIAL CODE FOR ONE AND iWOiAMILY DWELLINGS
(FLOOD RESISTANT CONSTRUCTION)
n GROUNO FLOOR
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ursovusTIOflrt
—
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28®ZDx<W.21L=3228CU. FT,
CU, FT. PROVIDED 3EQ CU. FT, REQUIRED
4 STORMWATER PI/1N IF APPLICABLE- CHECK VAT. LOCAL OFFICIAL
= 20.q..
LOCATIONS OF ORAINBED6 MAX
LOCATIONS OF 6NNB1OUi6 NAYVARY
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ENGINEERING AND DESIGN
OAK TREE CENTER - SUITE 1W
18747 US HWY W NORTH
HAMPSTEAD, NC 29443
910.200.7816 FAX [phone]
EMAIL [e-mail]
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INITIALISSUE
R.M.I.
WELLMAN CONSTRUCTION
CO.
PmRa. AUBREY
7600 BUT AVE
NORTH TOPSAIL BEACH, NC
FLOOR PLANS
PmjMmmbe. 21-203
O.M 1-12-21
OmmA, GWR
cn.a.E ay GWR
G200
6»k AS indic8teCl

END DISTANCE
EDGE DISTANCE
SPACIN
G
g
BOLT FASTENING MINIMUM
REOUIREMENT6 FOR ALL
BOLTED CONXECi
OX
I. EDGEOISTANCE
15%BOLTOM,
2. END DISTANCE-
4 X BOLT DIAMETER (NO LOAD)
T% BOLT DIAMETER I LOADED)
S. SPACING-
4X BOLT DIAMETER
BOL
3 T SPACING
REQUIREMENTS
1 V2" = 1'-0"
4 TYPICAL UPPER DECK CONNECTION
1 2 3
PILING
/4" 1'-0'
FRONT OR REAR SANO SIMPSON PSMI B OR EQUIVAENT
SIMPSON PSi1111 EOUNALENT
BE
SAND
y0
Sft GD, GA-. STEEL BOLT
L
/1 TYPICAL PILE CORNER CONNECTION
3/4" =1'-0'
UPpEfl BS6 Pi PIA—MRSXBPTPILING
IDM'GALV,BOLTS
NUTSANOWASHERB
......PTD)2X12PT
O UPPER DECKCONNECTION
3 4" =1'-0"
SOLD BLOCKING EO
U ON PILES
AT ALL POINT oAOL BP INAN Sox
12) PT 2,12
_ _§B PT JOIST
® us- OC,
r\Try
SIMPSON PS410 OR EQUWUGNT
MEDIA GAL"
TEEL BUILT
/� TVPICAL
1.-0, PILE CONNECTION
7
1. SPECIFICATIONS FOR THIS SITE ONLY
2 ELEMENTS AND ASSEMBLIES NOT SPECIFICALLYAWRESSED BY THESE
OMWINGIMSPECIFICATIONS SMALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA
]. LVL MATERIAL IS SPECIFIED AT SHIMUM GRADE. E=2.OFxxiP50ps1. LVLMATERIAL
MANUFACTURED BYOMERS OF EOVNALENT SPECIFICATION IS ACCEPTABLE. ALL LVILMO ERNL IS
TO BE PROTECTED FROM MOISTURE,
A MANGERS SPECIFIED AS SIMPSON STRONG TIE. INC. INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS, OTHER HANGERS OF EQUIVALENT DESIGN AND LOAD RATING ME
ACCEPTABLE. ALL HANGERS AND HARDWARE TO BE HOT DIPPED GALVANIEED AND MEET ASTM Al Q
OR STAINLESS STEEL
S FACE NNL LVL'S TOGETHER USING ] ROWS OF 1S1 NAILSAT IY OC,
S FACE NAM- h MATERIAL TOGETHER USING 3 ROWS OF 1 W NAILS AT 12 OC,
] ALL JOINTS TO OCCUR OVER VICES, STAGGER MERE POSSIBLE,
PER N00.TH CAROUNA0.ESIOENTLLLCODE FOP ONE AND T116TINILY DWELLINGS APPENMM.
2 NP S. ALL WOOD PILES SMALL BE SW SW NO. 2OR BETTER. MINIMUM FYWM. PILES SHALL BE
SSt PRESERV TNELY TREATED IN ACCORDANCE WITH THE REQUIREMENTS OF AW9A CNCS ILI FOR
SAWNTIMSERPILES, CCANETRETENNONQSPCF UNLESS OTHERWISE NOTED,
10, ALL WAtUR BELOW BASE FLOOD ELEVATION MFE) IN DESIGNATED VSONEV,ME TO BE OF
BREFLAWAYCONSTRUCTIONAS SPECIFIED IN THESE PLANS,
(2)14- LVL RAISED O0. P)13" B�IMm Was..M. ad NaRnp II. ALL COMETS UCTION B SLOW BFE SHALL CON FOR M TO SECTION RGGGA OF TH E NORTH CARD LIMA
LVL DROPPED OR GIRDER _ _ _ 6aaax-tlulan br850 pH� IN,• 2NA LOS HANGER RESIDENTIAL WOE FOR ONE MO TWtl{AMILY DWELUNGS.
TRUSS O0.-IL114-LVL ARMED 12, PILINGS NOTCHED MORE THAN 50%OF THEIR LEAST DIMENSION REQUIRE STRAFE PER DETAILS
i
L�LX2=<WOLBS NPNDER SHOWN IN THE SPECIFICATION. ALL OTHER PILE TO GIRDER CONNECTIONS(2)SAY HOG STEEL
BORE.
aIMLSSMNGER
X 1'� X] 1S.ALL UNDER ALLOPITH IS TO B LOWER TIPS DRIVING
THE DEPTH SPECIFIC IN THE
1 OPEN
Q PLANS. THE fINALOEPTX IS TO BE ACHIEVED BY MECHANICAL ORMNG.
I r r
r`- `s r CONTE141 EESSTASURETHEATED ALL MERE EXPOSED.
A6 NO2, SYP. USED AT I9%MPX MOISTURE
i -I
t° -- _ ----I `� .' CONTENT, PRESSURE TREATED WHERE E%POSED.
I oPEx
M MITTEN
EVAL THESTRUCTURALEUCTUMtSPELIfICAipN8SHOWN MERE [NAME TO BE MADE UPON
@ 'ea ' E WRITTEN APPROVAL OF THE ENGINEER.
NI UVLMMED
bt
JO
ry
,0 XI yyIil!sHJ . -
(3)U'IVL RNSEOCR 12' PILE DEPTH REQUIREMENT$:
-- �TRU66OPPE D OR G)ROE R ry -
U ANGER IF n- I. ALL UNDER ROOF PILES SHALL HAVETHEIR LOWERTIP66IM ETATAMINUMOFL FT
EE HDROPPED 1 _ s BELOW NATURAL GRADE. THE FINAL DEPTH IS TO BE ACHIEVED BY MECHANICAL
DRIVING SUCH THAT THE CAPACDY SHOWN ON THE PLANS IS OBTAINED, IF THE SITE
'-- - - -- .: I6 WITH AN IN THE ER0.0510NTE FROM THE FIRST LINE. THEN DEPTH
a.asaAn MUST BE 18ii.
- _ NMM algnf NI pft 2 ORNING A TEST PILE AT THE SITE IS RECOMMENDED BEFORE MATERIAL IS
ARNTLOADB 111, 11. LEE T NP ORDERED.
S 1'1 3. SPECIFIED REOUIREMENTS ARE MINIMUMS- PLEASE CONTACT THE ENGINEER OF
— - - — — — — - — - — - - RECORD SHOULD THE SPECIFICATIONS NOT BE MET.
STRUCTURAL LOADS.
FLOOR DEAD LOAD -IOPSF
12ll— e11-TM'LM FLOORLNELOM-40PEF
2 M ATTIC HLIMREDSTOMGE-10PSFDEADLOADMDMPSFLNE
sv LOAD
hSPrva9T , INT.WALDEADLOAD-BPSF
E%T. WALL DEAD LOAD -tO PSF
ROOF WE LOAD -A PEF
ROOF DEAD LOAD -10 PEF
12) PT h12 NOTE. STRUCTURE LOADED FOR WIND 0ISO MPH. ULTIMATE
TYP
I1
2 FOUNDATI
PrI,. 79220N410:4NPM
,y„MA Ipo
4
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w,Q 2021
ENGINEERING AND DESIGN
OAK TREE CENTER- SUITE 106
18747 US HVVY i] NORTH
HAMPSTEAD, NC 28643
910.200.7615 FAX 910.221.UOS
EMAIL: 9W ri [e-mail]
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INITIAL ISSUE
.1.
CAeM
WELLMAN CONSTRUCTION
CO.
PRAM AUBREY
7000 BIT AVE
NORTH TOPSAIL BEACH. NO
PILING & FOUNDATION
PLAN
PIPM —Car 21-203
OR. 7-12-21
0n BF GWR
CNa[Na6BY GWR
S1.1
SUM AsiOGiLaN:E

WALL FRAMING SCHEDULE
MARK
FRAMING
SPACING
BLOCKING
SHEATHING AND
BOTTOM PLATE ATTACHMENT
SI. GAIRT"
FASTENING
TO STRUCTURE
SIDE I 8pE 9
'ESTERpE, (INTERME)
lO
2[<N0.2
IGE
YES
TN6MARATED. M-l-DO -THE
PANEL EDGES. I MG IN THE FIELD
1?GYPYCOOLERATTOC
EDGE SPACING
(215TAGGERED I.
NAILS AT IT OC
]IO ELL
t,"R)
3[a ND.3
160C
YES
IDAPARATEO. BE-l'OC -THE
PANEL EDGES, ISOC IN THE FIELD
NI6'APARATED.--l'OC AT
THE PANEL EDGES, I ZOC IN THE
(9I STAGGER ED ISO
1369PLF
v
FIELD
NAILS AT 6'OC
SHEAR WALL SPECIFICATIONS:
Ih PANELS MAY BE INSTALLED KITH FACE GRAIN EITHER PARALLEL OR PERPENOMUIM TO STUDS.
2 WOOD PANELS SHALL COMPLY WITH DOC PST OR P52 AND SHALL BE MANUFACTURED NTH ESTEEM
GLUE,
34 NAIUSCREW SPACING PER SCHEDULE
4), INTERIOR SHEAR WALLS TO HAVE JOIST OR TRUSS DIRECTLY ABOVE OR SOLID BLOCKING TO DECK ABOVE.
54 HORIZONTAL NAIL SPACING AT DOUBLE TOP PLATES, BAND JOISTS, BLOCKING, AND GIRDERS SHALL BE A
DOUBLE ROW OF Na STAGGERED AT RE ON CENTER FOR ALL SHEAR WALL TYPES,
S} PANELS SHALL EMEND IT BEYOND CONSTRUCTION JOINTS AND SHALL OVEROP GIRUERS THEIR FULL
DEPTH,
III- A DOUBLE STUD IS REQUIRED AT THE END OF EACH SHEAR WALL SEGMENT.
TYP
OTHEpNBE NOTED
I I I I I I I I I I I I I I IP I
ae I
T'C IL
I DIIB-qc. I s f I I
I I I I I I I I I II I
I I I I I I I I I I
I I I I I I I
I I I I I I I I I I I
IR..ElI
I I I I I
7 IF
ovEn
7,
a
ISHEA�LET
I2nENAFTLD�ETELnV,1�
I I I I 1 I I I I I 1
2JICMST1AI4HODODOWN
I I I I 1 I
I I I I I
J
T
I I I I
I I I 1 I I I
I I I I I I I I I I II
BYOTISEP6 I
I I I I I 1 I I
W IryH
I I I I I I I I I 31 I I I I
I I I I I I I I I I I I I I I I I
h PTJ ISi
I I I I I I I I I I I I I I I I I
- (2)PT 2 l2
1ST FLOOR WALL FRAMING - 2ND
FLOOR TRUSSES
114' = 1' D"
SIMPSON STRAP ON INTERIOR
OF WALL:TIE BETWEEN FLOORS\ NUMBER OF FASTENERS
Ai FACX END OF STRIP
--"'2J CMST14/1
STRVCTUREATBTRAPLONGSTU
2J=2JAEK STUDS', 2K'ZMNOSTVO= DENOTES LOAD BEARING WALLS
O DENOTES NON -LOAD BEARING WALLS
O DENOTES INTERIOR SHEAR WALLS
ROOF FRAMING NOTES:
GENERAL FRAMING NOTES: 1. ALL RAFTERS 2.8 E2 SEE ®18' OC UNLESS OTHERWISE NOTED,
1SPECIFICATIONS FOR THIS SITE ONLY 2. ALL OPPOSING RAFTERS TO HAVE COLOR TIES WRH (]TINT NAILS EACH RAFTER
2: UNLESS STATED OTHERWISE ALL LUMBER SPECIFIED AS NO2 EYP. USED AT 19%MAC MOISTURE
9. ALLKAFTERS µDOUTLOOKERS TO HAVE UPLIFT STRAPS WITHA CAPACITYOF6W
CONTENT. PRESSURE TREATED MERE EKPOSED.
LB6AT EXTERIOR WALLS. UNLESS OTHERWISE NOTED.
3 LVL MATERIAL IS SPECIFIED AT MINIMUM GRADE: E=2G F8=9%J GK MATERIAL MµUFACTURED BY
4. RATTER TO WALL CONNECTION (4)1M TOENAILEO
OTHERS OF EQUIVALENT SPECIFICATION ISACCEPTABLE
5, CONNECTALLOVERBUILDSµDCRICKETSWITHPih12VALLEYBOARDNAILER-
dFACENNLNL2•X TOGETHER USING 3 ROWS OF 10D RAMAT 1YOC. FACE HAL LAS TOGETHER USING
FASTEN NALER TO EACH CROSSING RAFTER MIT14) 810 SCREWS WITH Y PENETRATION
9 ROWS OF IM NAR6 AT IZO.C.
INTORAFTER. FASTEN RAFTER TO NAILER WITH(3) TOENALS AND ONE SIMPSON H2,SC
S, HANGERS SPECIFIED AS SIMPSON STRONG TIE, INC. INSTALLED PER MANUFACTURERS
S. FASTEN METER TO HIP SEMI (5) l6d FACE NAILS
RECOMMENDATIONS. OTHER HANGERS OF EOUNALENT DESIGN AND LOAD RATING ARE ACCEPTABLE. ALL
HANGERS AND HARDWARE TO BE HOT DIPPED GALVANIZED,
T. 4 FEET EACH SIDE OF EDGES AN ROOF EDGE PERIMETERS FASTEN WTH M NAILS AT W
OC AT PANEL EDGES µD IN THE FIELD. ALL OTHER LOCATIONS BE OC AT PANEL EDGES
B. THE APPLICABLE BUILDING CODE FOR THIS PROJECT IS THE NORTH CAROLINA STATE BUILDING CODE,
AND 1 T OC IN THE FIELD.
VOLUME VII RESIDENTIAL.
8. L4 VERTICAL BLOCKING REOUIREOAT RIDGE -ONE EACH S1DE OF RIDGE
T. µYCHANGES TO THE STRUCTURAL SPECIFICATIONS SHOWN HEREIN ME TO BE MADE UPON W'XnTEN
APPROVAL OF THE ENGINEER,
B. Na BLOCKING(FLAT VASE OR VERTICAL)REQUIRED Ai PANEL EDGES INTHE FIRST
TWO PREFER BAYS AT SABLE END WALLS
ID FULL HEIGHT BLOCKING REQUIRED AT RAFTER ENDS.
1. _ ®i6�ae PT+mB�
oc
I
1
J
,
-
-TRV8LER:.
LBS BS DL
05
Ip LBS} RLL- -
I
- — - - - —
- — - -
TRUSS OE:
TRUSS DESIGNER:
LOAD TO F
165 PLP OL
FILL
I�
I
SHFATHELEV.
;]I
pO
MFi COMPLETELY
�-
THUS. DE
PUP 0'ER:
L'
PLF50
1
-�
-11. pLFRLL --
-,
2
zKcusTl4aa HOLo oowN LKCAlsnax HOLo oowx
==1-
i
LBPi JOIST__
^2ND FLOOR WALL FRAMING 8 3RD
L✓' FLOOR TRUSSES
l$=l
STUDS OVER IOFT IN HEIGHT
MUST BE 2X8 616'OC
1p
ALL EXTERIOR HEADERS TO HAVE JACK STUDS AND FULL HEIGHT
STUDS PER TABLE UNLESS OTHERWIS NOTED
MAXIMUM HEADER SPAN
a B 91'[' 1 f s I IT
NUMBER OF HEADER STUDS SUPPORTING END OF HEADER
NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER
SFT AT(2)161.WIL5 PER FOOT OR 4FTAT 1211M NAILS 6.00
SHEATHING ATTACHMENT:
1. Sal COMMON NAILS REQUIRED
2. T OCAT PANEL EDGESAND BE OC IN THE FIELD W1THIN 4
FEET OF PERIMETER EDGES AND RIQGES.
1. a- OC AT GABLE END WALL RARE
4, W OC AT PANEL EDGES µ017 OC IN THE FIELD -
ELSEWHERE
ALL EXTERIOR
HEAGE THIS LEVA
TO BE (2121101N N 112-SPACER ONLESS OTHERWISE NOTED
THIRD FLOOR WALL FRAMING & ROOF
UDSOVERIOFTINHEIGHT
Bi BE2MBIWOC
POMM: THNIM14:1R42PM
,011
H CAROkk
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�T YI� 2021
• • R
ENGINEERING AND DESIGN
OAK TREE CENTER -SUITE 1W
16747 US HIM 17 NORTH
HAMPSTEAD, NC 28443
910.200.7618 FAX [phone]
EMAIL' gwleece@chadeulel
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WELLMAN CONSTRUCTION
CO.
P.RNt AUBREY
76M BIT AVE
NORTH TOPSAIL BEACH, NC
FRAMING PLANS
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NOTES
1. BREAKAWAY WALLS SHALL BE ON THE INTERIOR OF
CROSS BRACING FOR OCEANFRONT WALLS
SHEATHING MAY NOT OVERLAP AND BE AT TACHED NOTE'. THESE WALLS ARE DESIGNED
TO VERTICAL MEMBERS (PILES) TO WITHSTAND IS MPH WHO
A SHEATHING SEPARATION JOINT MUST BE
PROVIDED AT FOUNDATION BEAM 1211M FAST EXER5aIZ CC
FOVNMTION BEAM
Unx
SXSP
LE
E PILE
l— mo. 145 CIA PAF FASTENERS g 12 Oe
n BRFAK AWAY WALL DETAIL (150 meh)
U 112•=1•.0"
ROOF SHEATHING
RIDGE BOARD
COLLAR TIES EVERY RAFTER
12) II FASTENERS C IZ CC
13)IN FASTENER B®IE OC
14) IN FASTEN ER S®M'OC
CROSS BRACE ON
OCEAN.,OF
PLAN
SHEATH COMPLETELY UNDER OVERBUILD
(5) US! TOE NALSAT EACH RAFTER END FOR OVERBUILD SPANS UNDER
ENO
12) SIMPSON L701NTO MS
SOLID BLOCKING PER JACK AT
FTOC
SWF° UPLIFT CONNECTOR
BY TRUSS MANOR,
NAILS ®Y'OC
RLOCKALL EXTERIOR WALLA
AT SHEATHI NG JOINTS
2v TIMING PER PLANS —
OVER CAP ALL CONSTRUCTIOI
JOINTS 1Z MINIMUM
PT 2a12 VALLEYPLATE -FASTEN TO EACH COMMON
RAFTERRRU55 WITH(a) 910 SCREWS WITH Z PENETRATION
IN PATTERN 88—IINO PER PLANS
COMMON RAFTER OR TRUSSES SEE PIM'
OVERLAP SAND C OMPLE
!1 OVERBUILD OETAIL2
LJ 3)4"- 1-0" TWO ROWS OF
AILS 0 P CC
WALL FRAMING PER PLANS
2K PT DECK JOIST
ALL FASTENERS TO BE IN TRUSS,
RIM BOARD OR SOLID BLOCKING
B'MARJORY SPAN:
U12 AT DECK BANDATTACH ED TO STRUCTURE WITH ME THRU
BOLT54Z O C. AND (2) IM COMMON NO, RALV NAILS AT IT O.C.
"'MAX JOCT SPAN:
W2 AT DECK BANG ATTACHED TO STRUCTURE WITH MIT THRU
BOLTS 2V O.C. AND G)12E COMMON NO GALV, NAILS AT O C.
2 DECK ATTACHMENT(
= 1' 0"
it TYPICAL WALL SECTION(
34"=4'0
SIMPSON IT ON INTERIOR
OF WALL; TIE BETWEEN FLOOR. MUMS E ROFFASTENERSAT
EACH END OF STRAP
MST1
OVER4➢ALL
CONSTRUCTION JOINTS
T FLOOR TO FLOOR HOLD-DOWNI
3/4" = 1'.0"
h103 WRH G)W BOLTS MAY HE
SUBSTITUTED FOR THIS BRACING
3 CROSS BRACE(
L/ . = ipl
B A B PILE
12 EKPAN&ION
WITH SILICONE
U)F2 REAR
THROUGH PRE:
n COLLAR FOOTINGI
R KNEE BI!RACE(
lJ 14 —
PnMea. 711=1.1E.PM
�,d• �1 CARpq
4
c7o��W
ENGINEERING AND DESIGN
OAKTREE CENTER - SUITE IN
18747 US HAY 17 NORTH
HAMPSTEAD, NC 28443
940.200.7816 FAX [phone]
EMAIL: [e-mail]
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INITIAL ISSUE
B.I.
C."
WELLMAN CONSTRUCTION
CO.
P�Pn AUBREY
7800 8th AVE
NORTH TOPSAIL BEACH, NC
DETAILS
P.)aelmmLer 21.203
D•M 7-12-21
Draemq GWR
cne<Lwq GWR
S3.1
SUI, As indicated