KB_11-05_Rudicile

�E ; uAga Kum _43> ac;h. Building DepfJAa ozA
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John EinttitHt, Isuildhlla Irts,x(,m]
06-1-11
Exemption Number —11-05
Bill Rudicile
1437 South Fort Fisher Blvd. UNIT g-3
Kure Beach, NC 20449
RE: EXEMPTED PROJECT (MINOR) - MAINTENANCE AND REPAIR
(15A NCAC 07K .0103)
PROJECT ADDRESS —1437 South Fort Fisher Blvd. UNIT g-3
AREA OF ENVIRONMENTAL CONCERN — Ocean
Dear Mr. Rudicile:
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. After
making a site inspection on 06-1-11,1 have determined that the activity you propose is exempt from needing
a minor development permit as long as it remains consistent with what was described in application , and
materials fist submitted on 06-1-11, 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 • (G.S. 113-103(5)(B)(5) and 7K.0209) - 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. The project consists of replacement of deck on existing structure. The proposed repairs shall be
consistent with all other applicable local ordinances and North Carolina Building Code standards.
This exemption to CAMA permit requirements does not alleviate the necessity of your obtaining any
other State, Federal or Local authorization and N.C. Building Permits. This exemption expires 90 days from
the date of the letter.
Sincerely,
o atson, LP
Town of Kure Beach
117 Settlers Ln,
Kure Beach, NC 28449
RECEIVED
DCM WILMINGTON, NC
JUL 1 9 2011

PROBUILD COMPANY LLC
252 S. KERR AVE
WILMINWON,NC,28403
PHONE: (910) 7W7910
FAX:
. c.._ Rom,
QUOTE
QUOTE NAME: THE RIGGINGS KURE BCH.
CUSTOMER 6'786 8HIP TO
MID OCEAN CONSTRUCTION
6312 S BRADLEY OVERLOOK
WILMINGTON, NC, 2B403, US
QUOTE NO:
1884250
SCHEDULE NO:
CREATION DAIS:
04-APRA I
EXPIRATION DATE:
06-MAY-11
PRINT DATE:
04-APR-11
PRINT TIME:
08:36 AM
SALES PERSON: THOMAS PINYATELLO
WRITTEN BY: THOMAS PINYATELLO-WILMINGTON YARD
HEADER COMMENTS
Page 1 of 1
LINE#r11W337993538
ITEM
TEEM DESCRIPTION
OUANTITY
UOM
BF1SF
UMT PRICE
UUOOM
n(T. PRICE
1
2X8-16 SYP #2 DRY
2
EA
6.50
EA
13.00
2
2X" SYP #2 DRY
13
wrist
EA
3.15
28'00
EA
EA
40.96
56'00
3
23M 4X8 RTD SHEATHING PINE
2
1
EA
PLYWOOD MCA ABOVE GRND
SO 40" X 336 FABRIC COVERS APPROX.
1
EA
217.87
EA
217.87
q
1000 SQ.FEET
11339M
DECK SIZE 128 SQ.FEET
SO FOUNDATION COAT 5 GAL.BUCKET
1
EA
183.80
FA
193.80
5
COVERS 2,00 SQ.FT.
11339970
DECK SIZE 128 SQ.FEET
SO PREMIUM TOP COAT COVERS 350
1
EA
209.00
EA
209.00
6
SQ.FEET
10007472
DECK SIZE 128 SQ.FEEf
LUS28Z FIM JOIST HANGER W2-MAX
22
EA
1.38
EA
30.36
7
SIMPSON
JOIST HANGER NAIL HDG SUB
1
EA
13.25
EA
1325
8
10012316
1 12IN 9GA
TOTAL
BOARD FEET
g,
GRIPRITE
TOTAL
QUARE
g,
11 ZH(idJ
SPEC.
CF10.
0.00
h a
DEWERY
CH0.
0.00
NE7 TOTAL
T7a
TAXX
IL
BALES TAX
S7.
TOTAL
836.17
DATE:
SIGNATURE
specified herein, all prlees shown shai( anty be va8d fnr materials received within 30 days from the
DISCLAIMER: Unless Ofherwlse
This estimate does not constitute a contract orsale, orguarrntee of avallability of any product listed. ProBulfd
date of thts quotation.
tyfor the accuracy of lake- frs from drawings or blueprints. Or that the products listed "I be sufiiclent to
assumes no responsibi
Untended Furihermwe, ProBultd ratans the right to adjust ail quoted pdcw or limit quantifies because of the
complete the project
Impact of events beyond our connot such as product shorty , frel t Increases, and government ulations.
RECEIVED
JUL 2 6 2011
���
ri
DCM WILMINGTON, N

Kure Beach Building Dept. Permit ; (am) Fax. (910)45&4269
117 s Lane Kcre Beach NC. 2844E
Rerwvaliiats
BUU DM PERMT —
occupancy IF2 OcnrparrtLd'
Perinnit No: +ffi3 -�� Constr ('.011e: i
tm,e Date: 64=1 — Ekdre Date:
wain: sue`
LAMA: Plumbing:
Ek�h Mechanical'
(VC Ran App: Na :
MC Dept aM: No Sh1ar
WC Spec App:
purpose:
lOD - RESIDENifAL
Desaipt dkick _ .... wewr u...ek mrtmnnh vlNh aPP310 Neva no load Gww and
Dwelling Units �` BedroodloN LJ Baths:L� Est oft Cob IS7.50D.W I
,Lerior Wft an==
Total S Per fqr 3¢C
Pernlft Few reullcflki�g
SubType
Permit Fee 6hI/�11 ��
TMaI Fees: $50.00
Parcel Wr "M "' D� Darter.
SecAlnelars II7DLVII1111LL LOf Attleas
Section; _ __ �
Lot none IRAA11
No/street; 3437 FORT FINAM BW S kdl�
Atka6El com ERA F COWAK or.
Address: 64WI11Ki11YA1dND AtMaae
:ECEIVED
IJL 2 6 2011
-'.A WILMINGTON, NC
Inspections Required: Plies, Slab, Foundation, Sheahhtg, Framing, Insulation, Final
An as -butt will be required after pilings or foundation is finished. Elevation certificate and final as-buih WiN be required opal
issuance of CO.
This permit conveys no rights occupy any street, alley or s4owalic or any pad thereof, either temporarily or permanently. Street
or alley grades as weN as depth and location of P sowers may be obtained from the Town of Kure Beech Public Works. The
all
issuance of this permit does not release the aiVk.,t from the conditions of any applicable subdivision rastricittelephone
orks n «rk 5 �11 not
proceed until the inspector has approved the various stages of construction. Inspections may be arranged by
Critter RUCTION WIORK inspectiOnS
NOT ustt be scheduled 2 MONTHS advance. E THIS
F PERMIT
ISSUANCE,
BECOME NULL AND VOID IF
John Batson, Building Inspector

Christopher A. Holmes, P.E.
Consulting Engineer, Inc.
Oleander Oaks
5725 Oleander Dr., F-4
Wilmington, NC 28403
April 28, 2011
Mike Bums
Mid -Ocean Construction and Development
PO Box 443
Wrightsville Beach, NC 28480
RE: 11118 / The Riggings Deck Replacement, Kure Beach
Mike:
Phone [phone]
Fax [phone]
holpLespe@—bizee.rr.com
You asked us to provide guidance on replacing the decks at the Riggings Condominiums. All of
the decks are accessed from individual dwelling units, so the minimum design live load that can
be used is 40 pounds per square foot. You wanted guidance on how to connect the deck to the
building; otherwise, the deck is going to be replaced using the same size material that was
already in place. The decks extend out from the building 8'-0" and are supported by posts away
from the building. The two main options for connecting the deck to the building are as follows:
1. The decks serve individual units, so the residential Appendix M requirements can be used.
The Appendix M creates a connection that can support a live load in excess of 60 pounds per
square foot. The requirements for decks up to 8'-0" are one 5/8' diameter through bolt at 3'-
6" on center and two 12d nails at eight inches on center. All connector material should be
hot dipped galvanized.
2. As an alternative to installing through bolts, screws can be used to connect the deck, we
recommend using FastenMaster LedgerLok screws to connect the band to the building. If the
floor joists of the building are perpendicular to the wall and band, we recommend installing
two screws into each floor member. In between the floor members we recommend installing
one screw if the joists are spaced 16" on center and two screws if the joists are spaced 24" on
center. If the floor framing is parallel to the wall, we recommend installing screws at six
inches on center staggered. These connections will support a live load of 60 pounds per
square foot or more.
If existing through bolts are present and can be re -used, we encourage you to use them. One %:"
diameter or larger bolt can be counted as two LedgerLok screws. Proper flashing and other
requirements are not covered in this letter and are your responsibility.
If you have any questions, please contact our office.
Regards,��
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1�1 rr,,r CONSG RECEIVED
�:'SS
a
�oaPORArF% JUL 2 6 2011
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co . �7�tilr ,r• WILMINGTON, NC
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