NTBEX_13-62_ Topsail (2)

NCDENR "�M
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory
Governor
Topsail Dunes
Attn: Matt Enering
1866 New River Inlet Road
North Topsail Beach, NC 28460
Braxton C. Davis
Director
June 12, 2013
Exemption Number — NTBEX13-62
RE: EXEMPTED PROJECT (MINOR) EXEMPTION
Maintenance and Repair/Replacement - (15A NCAC 7K .0209 and 7J .0210) — Exemption# NTBEX13-62
1866 New River Inlet Road, North Topsail Beach, NC
AREA OF ENVIRONMENTAL CONCERN — ORW AEC
Dear Mr. Enering:
John E. Skvarla, III
Secretary
I have reviewed the information submitted to this office in your inquiry concerning the necessary filing of an application for a minor
development permit under the Coastal Area Management Act. Based on the information provided, I have determined that the activity
you propose is exempt from needing a minor development permit as long as it remains consistent with your site drawing dated received
by DCM on 6/11/2013, and meets the conditions specified below. If your plans should change and your project will no longer meet
these conditions, please contact me before proceeding.
MAINTENANCE AND REPAIR
Structures may be repaired in a similar manner, size and location as the original structure. No expansions or additions are permissible.
The repairs are limited to 50% of the physical value of the existing structure and the following specific conditions.
1. This exemption specifically authorizes the replacement of wood decking support pilings on the ocean side of Building 1, Stack
#14. No other exterior replacement shall occur with prior consent from the NC Division of Coastal Management.
2. The development must not involve removal, damage, or destruction of threatened or endangered animal or plant species.
3. The development must not alter naturally or artificially created surface drainage channels.
4. The development must be consistent with all applicable use standards and local land use plans in effect at the time the
exemption is granted.
5. The proposed development shall remain consistent with the attached work plan.
This exemption to CAMA permit requirements does not alleviate the necessity of your obtaining any other State, Federal or local
authorization. This exemption expires 90 days from the date of the letter.
Sincerely,
o Dail, PO
C DCM — WIRO
Terrie Woodle, Town of North Topsail Beach
127 Cardinal Drive Ext., Wilmington; NC 28405
Phone: [phone] FAX: [phone] Internet: www,nccoastalmanagement.net

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OWNER: TOPSAIL DUNES
HOMEOWNER'S ASSOCIATION
1866 NEW RIVER INLET RD.
NORTH TOPSAIL BEACH, NC
Directors: Matt Enering, President
Hanna McCloud, V. President
Don Scanlon, Secretary
Richard Reedman, Treasurer
Walt Ackerman
I JJJe' � 2Q 1
Scope of Work
Construction includes review and repairs to the decking
connections and supports for the decks on the ocean side of
Building 1, Stack 14 on the Topsail Dunes property on the first
floor. Connections of the joists on the first floor are accessible from
under the structure. Joists connections to the girders/bands will be
converted from galvanized hangers to wooden ledgers wherever
possible. When not possible, then stainless steel hangers will be
required with stainless steel nails. In addition, all support post will
be changed out to be 8x8 pilings from the ground to the roof.
Minimum bury of these pilings will be at least 8 feet. Existing 4x4
support posts will be altered to become railing posts or removed
entirely.
Page Schedule
Description Sheet No. Page
Building 1 (Southern Portion) Bldg 1 1
Construction Details CD 1
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RECEIVED
Girder Connection Details
and Cross -Bracing
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aeaPOV r round when more man g Y m the J
pare a ramo"ed ro ppnnepr ma gvde.a
—51W Non-Corradlrq �5I8" NonLorrotling
Bons (2) Bolts (2)
No Strap No Strap
Joist or LVL
Gwani"sd strap,
each side. 4'08"r.Y16'
8' N..0 rodhg
Bolls (2)
Airg
Strapped
NOTES
1. Basis: 2012 NC Building Codes
Wind Zone: 130 mph
Private Deck Live Load - 40 lbs./sq.ft.
Roof Live Load - 20 lbsJsq.ft.
2. All wood exposed to weather shall be pressure treated
3. All Deck Pilings are 8x8
4. All Bands/Girders to be Strapped to Pilings where more than 50 %
of Piling is Notched. Strapping to be Galvanized, 4" wide by 18" (min.)
long by 3116" thick. Bolt Strapping with Bolts, Nuts and Washers.
5. All fasteners to be hot -dipped galvanized.
6. All Bolts to be 518" and include washers on bolt and nut sides.
7. Framing nails to be a minimum of 12d, ring shank. Nails for ledgers shall
be 10d, dng shank.
B. Screws to be a minimum of 2.5", gale.
9. All Pilings to be minimum 8 feet below existing grade or 16 feet
below MSL, whichever Is least.
10. Pilings to be installed with a minimum 5 kips.
11. Decks girders/bands shall be bolted to pilings with
hot dipped galv. 5/8" thru bolts and washers.
12. Spliced pilings/posts shall be cut as shown in the
detail and thru bolted with 4"x 36"x 3/16" gals.
straps on each side.
13. Hangers shall be LUS26SS (stainless steel) for
all 2x6 joists. Where other sizes are needed, a
similar stainless steel hanger shall be required.
All nails for hangers shall be stainless steel.
Contractor to verify length of all pilings prior to ordering
JUN 1
12
Ledger Installation Details
(typical cross sectlona thru Deck)
NTS
r—Ed*e'q support Posts
T----We' Non.Conoding
Boits(2)
E. GM,. IIap
w 8.8 Posts
I I ul exlstlng post to
%
Deck —Phwoo0 peck Cpvety+g
rating height to match
arrr s�ruv /
-WGig
'rg BandlGirda ecY'ng BandlGYdar
..e.w. w
other declh posts
mode Mocking
Top Plate ad Ledger Top Plate
as needed to
remnned deck sings
h Structure Beam in S—Nre Beam
z Level
2.8 Foor Jaft
Gal. Hangsir
I/�x%tlng Support Poets
2,8 Floor Joists 2s2 Ledpr
' Non-C—dhg
I I Bons (4) a o Strapped
..,
Typical Nailing LoN.
Nays. 3' Lorg,
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Q 3' and fi' Spacng
sw &II Posts
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Section View Section View
I I tcodstlng goat to
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Strap each side or sptice
raihng heghi to match
other deck posts
4e
3�" sc"
Uee 3116' .4' wIde a 36'
- Provide hlocking
song Gsh. Strap
needed to
MYwood Deck CovedrlB
reconnect deck reWngs
Second Level
wv
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w
BaroGlydor 6pbe osts, _
r{a�yng SyPPprt Poets
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2.8 Floor Joists
t all Splloss
m
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XXI-Top PW
ew Bx8 Posts
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Gal. Hagar an Structure Beam
raerg height to makh
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t
oher de h posts
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rovide1B
to
ed to
ar
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conoaedad
nett deck railing.
FIM Level
_
w� a
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epna (a) and s npp.d
Expanded View
Conbadar shuts redly all measurerrrerxa N fire Nell.
AN materiels shed' be ediusted to fit units where messurernenfs vary.
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16'.e MSL
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1
whichever s Ieaat.
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Enisling Ground Level
W
Mn. Bury 8' or
16' tlabw MSL
whichever s IeasL
NTS
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RAM
1/8" = 1'-W
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