NTB_09-56_King

Donald Martin, Mayor
Larry Hardison, Mayor Pro Tern
Aldermen:
Richard Farley
Richard Peters
Robert Swantek
Daniel Tuman
10/13/2009
King, Linda
2939 Vanness Street
Washington, DC 20008
Apex, NC 27539
. Jc-tc vl c-Y iiJ fft �G/'ikrC�. /l</trfi
Breck Smith
Interim Town Manager
i
w Carin Z. Faulkner, MPA
JJAM Town Clerk
l
Exemption Number —09-56
RE: EXEMPTED PROJECT - MAINTENANCE AND REPAIR of STRUCTURES
CONSISTENT WITH CURRENT RULES [15A NCAC 07K .0209(c)]
PROJECT ADDRESS — Apt 203 SW, Shipwatch Townhomes
AREA OF ENVIRONMENTAL CONCERN — Ocean Hazard
Dear Ms. King:
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 10/13/2009, 1 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 and materials list submitted on 10/13/2009, 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 — [15A NCAC 7K .0209(c)] - Any structure, or part thereof,
consistent with current CRC rules may be maintained, repaired or replaced in a similar manner,
size and location as the existing structure without requiring a permit, unless the repair or
replacement would be in violation of the criteria set out below. This exemption applies to those
projects that are not within the exclusion for maintenance and repairs as set out in G.S. 113A-
103(5)b.5., Rule .0103 of this Subchapter and Rule 07J .0210.
1. the development must not disturb a land area of greater than 200 square feet on a
slope of greater than 10 percent;
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 not alter the land form or vegetation of a frontal dune;
5. the development must not be within 30 feet of normal water level or normal high
water level; and;
6. development must be consistent with all applicable use standards and local land use
plans in effect at the time the exemption is granted. !REEF ED
OCT 14 2009
DCM WILMINGTOIV NC

Permit Exemption # 09-56
Date: 10-16-2009
Page 2
Structures may be repaired in a similar manner, size and location as the original structure. No
expansions or additions are permissible and the following specific conditions apply:
1. The project consists of the repair of the wood deck and stairs as shown on the attached
drawing and materials list.
2. 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,
Ryan McAlister, ASLA, LPO
North Topsail Beach, NC
2008 Loggerhead Court
North Topsail Beach, NC 28460
Cc: Jon Giles, DCM FIELD REP/ WILMINGTON FIELD OFFICE
Agent: David Sasser, DS Home Improvements, 1950 Hwy 172, Suit I, Sneads
Ferry, NC 28460

10/13/2000 08:53 FAX [phone]
West window Corp.
U 001
CERTIFIED TESTING
Architectural Division • 7252 Narcoossee Rd. • Orlando, Fl, 32822
[phone] • Fax [phone]
Web Site: www.ctlarch.com
E-mail: ctlarch.com
Report Number: tTLA 1372W-6
Report Date: June 24, 2005
STRUCTURAL PERFORMANCE TEST REPORT
Client: West Windows
P.O. Box 3071
Martinsville, Virginia 24115
y
Product Type and Series; ALUMINUM EQUAL LEG FRAME HORMONTAL SLIDING
WINDOW HS-R50'S4" x 69" (Gateway Unit)
Test Specification: AAhfp/NW WDA 10M.S. 2-97, "Voluntary Specification for Aluminum,
Vinyl (PVQ Wood Windows and Glass Doors".
Frame:
Test Specimen
The extruded 6063-T6 aluminum equal leg frame measured 54.000" wide x
68.500" high buck opening overall, utilizing coped and butted comer
construction. Each end comer secured with two (2) #8 x 1.000" ilex Read
Machine Thread screws. Frame members consisted of two (2) jambs, one (1) sill
and one (1) header. The fated meeting rail was secured to the frame sill and
header with two (2) #8 x 2.250"Flex head S.M.S. fasteners. The frame jambs
measured 2.697" wide x 1.062" high. The frame sill measured 2.687" wide x
2.188" high. The frame head measured 2.687" wide x 2.I88" high. All frame
members had a wall thickness of .C62" and utilized Thermal Break construction.
The frame sill utilized a 1.000".high extruded aluminum sill adapter.
Configuration:
One (1) Operable panel and One (1) Fixed panel. X/O
Ventilator:
Two (2) equal lite sashes consisted of one (1) operable panel and one (1) fixed
panel that both measured 27.750" wide x 67.500" high with a day-lite opening of
24.000" wide x 63.500" high. Sash members utilized coped and butted comer
construction. Each comer secured with two (2) #8 x .750" Phillips P.H. S.M.S.
fasteners_ The sash members utilized Thermal Break construction.
Weatherstripping:
Quand Description . Location
Two (2) strips Woolpile with integral Top and bottom rails interior
Plastic fin .240" high. and exterior.
Two (2) strips W0.01pile with integral Vent pull stiles.
plastic fin .240" high.
One (1) strip Woolpile with integral Interlock stile exterior. .
plastic fin .240" high
Two (2) strips Woolpile with integral One (1) each interior leg of.
Plastic fin .240" high frame Jambs.
J
t

roiraizuus u5:53 FAA 27UG382300 West Window Corp.
lit 002
Page- 2 of4 West Windows
Report# CTLA1372W-6
Hardware & Location:
Dunn ti Description
Two (2) Metallic snap locks
Two (2) Nylon roller housing
with two (2) metallic rollers
Location
I7.500" c/l from top and bottom
of lock stile comer
Each end of vent operable panels
bottom rail. 2.125" c/I from each comer
Four (4)
Metallic screen retainer Two (2) per cacti jamb interior, one (1)
at the tap and one (1) at the bottom.
Glazing:
Operable sash- .875" nominal Overall. (Exterior) I/8" insulated annealed glass,
marine (or channel) glazed with vinyl rap azOaad gasket' .625" aluminum charnel
spacer MC IG Spacer code Al-S), (Interior) 1/8" insulated annealed glass with
a .625" glazing bite.
Fixed sash- .875" nominal overalL (Exterior) 1/8" insulated annealed glass,
interior glazed with a back bedding •
compound, .625' aluminum channel spacer
(NFRC IG Spacer, code AI-S), (Interior) 1/8" insulated annealed glass with a
.625" glazing bite and a vinyi snap -in glazing bead.
Sealant:
The frame and sash comers were sealed with a narrow joint seam sealant.
Weep System:
Pour (4) weep holes on the exterior of fame sillface measuring 1.000" wide x
.1875" high. Two (2) located on the screen retaining leg at 3.000" rn from each
siII and jamb comer. Two (2) located on the sub -sill at 6.500" cA from each sill
and jamb comer.
Reinforcements:
One (1) aluminum reinforcement bar that measured 1.750" wide x
.250"
thick x full length located on the back of interlock of active panel.
Additional Description:
Specimen was tested with a .750" x .750" wood nailing tin butted to
frame on the exterior, over the nailing fin mechanically fastened with # 8
x 1.50" Phillips C.S. wood screws, spaced every 8.00" O.C. Installation
clips could be utilized for flange or fin frame products.
Screen:
The screen frame was constructed of extruded aluminum with zinc die cast comer
keys and mitered corner construction. The fiber mesh screen was held in place by
a flexible spline.
Installation:
Six (6) # 8 x 2.000" Phillips P.H. S.M.S. fasteners were used to secure the frame
jambs to the wooden test buck Three (3) in each frame jamb located at 3.000",
34.500" and 65500" measuring from frame sill to frame head The frame sill and
head were secured to the wood test buck in the following
manner. Two (2) .750"
wide x .750" high x full length wood strips were secured to the interior and
exterior of each frame jamb and secured to the wood test buck with #6 x 1.500"
-ftillips P.H. S.M.S., 3.500" fpom each comer and 3.000".c/1 thereafter.
Surface Finish:
White
Comment:
Nominal 2-mil polyethylene film was used to seal a / F }
(17
structural loads. The film was used in a manner that id not influence the test
results.

10/13/2009 08:53 FAX [phone] west window Corp. 0 003
Page: 3 of4 West Windows
Report # CTLA 1372W-6
Performance Test Results
Paragraph # Title of Test Method Measured Allowed
2.1.2 Air 1afiltration ASTM E283-04. 0.06 cfm/ft, 0.30 cfm/ft=
@ 1.57psf
This ten specimen exceeds performance levels specified fnAAMA/NW MA 101/LS-97.
*2.1.3/4.3 Water Resistance
5.0 gpb&
WTI'--@7.50psf
ASTM E547-00 No Entry No Entry
Four (4) five (5) minute cycles
Tested with and without insect screen.
*Tested with a 1.000" high sill adapter
2.1.4.2/4.4.2 Uniform Load Structural ASTM E330-02
Permanent Deformation Tea (10) second loading
(D/P+50) @75.0 psf Positive 0.028" 0,256"
(D/P -50) @75.0 psf Negative 0.04V 0.256"
Max. allowable Perm. Sct of Loc #1 Mid -Span of Interlock (OA % of 64.0001, span) = 0.256"
2.1.8 Forced Entry Resistance AAAfA 13025-76
Test 0" 1/2"
Test13 0" 1/2"
Test C .0" 1/2"
Test D, E & F .0" 1/2"
Test G 0" 1/2"
2.2.195.1 OperatingForec AA1MAMWWDA101/LS.2-97
I" Panel To Open 15 lbs 20 lbs
To keep in motion 17 IN 20 lbs
2.2.1952 Deglazing ASTM E987-88
Top Rail 70 lbs. 0.045 "= 7.2% <100%
BOttOmRail 70lbs. 0.039"= 6.2%<100%
Left Stile 50Is. 0.062"= 10.0% <100%
Right Stile 50 lbs 0.056" 9.1% <100%
Test Date: May 9, 2005
Test Completion Date: May 11, 2005
� f /b�—

10/13/2009 08:54 FAX [phone] west window Corp. fdj004
Page: 4 of4
Report #
West Windows
CTLA 1372W-6
Remarks: Detailed drawings were avar7able for laboratoryrwords and comparison to the test specimen
at the time of this report. A copy of this report along with representative sections of the test
specimen will be retained by CTL for a period of four (4) years. The results obtained apply
only to the specimen tested.
This test report does not constitute certification of this product, but only that the above test
results were obtained using the designated test methods and theyindicate compliancewith the
performance requirements (paragraphs as listed) of the above referenced specifications.
Certified Testing laboratories assumes that all informationprovided by the clients is accurate
and that the physical and chemical properties of the components are as stated by the
manufacturer.
Certified Testing Laboratories, Inc.
Clients Present:
Lee Martin_ West Windows
Test Performed by,
Crary Nations: CTL
Steve Gibbs: CTL
Michael Miller
Senior lab Technician
Axhitechual Division
L.
;fie',
Cc: West Window (2)
NAi (2) Rame /PatP E (�
File
(1) Flo'e Reg. #20224
(1)

t
NOTES:
1. Tested size 54 X 56 - Add 1722 Aluminum Sill Extender
2. Tested size 54 X 69 - Add 1722 Sill Extender and 11300 Aluminum
114" Flat Bar attached to the active sash meeting rail.
3. Both Configurations require that the 1722 sill extender be removed before the active sash can be removed
from the window. This part is to be attached by the installer.
1722 Aluminum Sill Extension

10/13/2009 08:54 FAX [phone]
west window Corp. 141006
Westco
Slider
HS-R50
Specifications
`I:NANUFACTURER: Manufacturer shall be West Window
Corporation, located at 226 Industrial Park, Martinsville,
Virginia. (P.O. Box 3071, Martinsville, VA 24115, phone
(276-638-2394. )
MATERIALS: Frame and sash main members are made
of T6063-T6 aluminum alloy extrusions with a poured in
channel urethane thermal barrier, debridged to prevent
temperature transfer through the extrusion. Typical
extrusion wall thickness is .062 inches.
CONSTRUCTION: Frame components are assembled
using double screw coped comer construction and are
secured by #8 x 1" 410 stainless steel screws. Frame
corner seams are sealed with a low modulus, non acetic
silicone sealant. Frame depth is 2 5/8". An extruded
aluminum combination interlock/fixed meeting rail is used
to provide strength and stability to the frame. Frames are
available in new construction as well as replacement
configurations.
Active sash components are joined at the corner using
double screw coped corner construction and are fastened
with 410 hardness stainless steel screws set in extruded
screw bosses.
GLAZING: Active sash is channel glazed using a flexible
vinyl glazing gasket along the perimeter of a sealed
..nsulating glass unit. Active sash may be re -glazed if
necessary using existing sash rails. The fixed sash is
interior glazed using sealed insulating glass with an
elastomeric back -bedding and secured with a snap -in rigid
vinyl glazing bead. Fixed sash may he re -glazed by
removing the interior snap -in glazing bead.
Standard INSULATING GLASS UNITS have an overall
thickness of 7/8" and consist of two lites of glass and one
air space. The air space is created by a perforated
aluminum spacer joined at the corner by injection molded
plastic corner keys. A low deflection silica gel based
molecular sieve adsorbent is contained in the two longest
sides of the aluminum spacer. The edge seal consists of a
uniform layer of hot melt butyl sealant. Insulating glass
meets ASTM E773, ASTM E774, & ASTM E546
specification and achieves a rating of CBA for Sealed
Insulating Glass. Glazing options consist of clear, low
emissivity, tinted, obscure, and tempered glass.
SCREENS: Screen frame is made of T6063-TS
aluminum alloy extrusions and employs mitered corner
construction, fastened at the comer with self locking zinc
die cast corner keys. Screen cloth is of aluminum wire
mesh held firmly in place by a solid vinyl spline. Screen is
removable to the inside and attaches securely to the
window with retainer clips that engage the meeting rail.
HARDWARE: Window is equipped with spring loaded
extruded aluminum claw -type locks that engage a keeper
rail that is extruded onto the jamb.
Double metal rollers with nylon housing are used at the
bottom of the active sash.
Weep holes are employed using a plastic cover located six
inches from each end of the exterior sill face.
WEATHERSEALS: Two rows of center fin wool pile
weather-stripping are used along the stiles of the active
sash. One row of center fin wool pile weather-stripping is
used on active jamb stile. Two rows of center fin wool pile
weather-stripping are used at the at the active sash top
and bottom rails and at the active meeting rail stile.
FINISHES: All aluminum extrusions in master frame,
sash, sash lock, and screen are finish painted with an
electrostatically applied enamel in a choice of three colors:
White, Bronze, and Tan. Clear Anodized finish is also
available.
INSTALLATION: Installation of window shall be furnished
by others and shall be done in a professional manner.
Window shall be set plumb and square in opening with no
twisting or distorting of the window, and shall be properly
anchored. Frame sill shall be flat and properly supported.
A non -hardening sealant compatible with aluminum shall
be provided by the installer and applied by the installer in
sufficient quantity to provide a watertight seal between the
window and opening.
OPERATION: After installation, window shall operate
smoothly with no binding of the active sash. Active sash
shall slide easily and be removable to the inside for
cleaning. Sash locks shall positively engage the lock
keeper rail when in the closed and locked position.
CERTIFICATION: Window shall conform to
AAMA/NWWDA 101/I.S.2-97 "Voluntary Specifications for
Aluminum, Vinyl (PVC), and Wood Windows and Glass
Doors" and meet all applicable criteria for HS-1150 certified
windows. Copies of certified test reports are available on
request and may be obtained by writing West Window
Corporation, P.O. Box 3071, Martinsville, VA 24115, or by
calling [phone].
WARRANTY: Window is covered by West Window
Lifetime Limited Warranty. Details of the provisions of this
warranty are available on request. West Window has been
in continuous operation since 1949.

10/13/2009 08:54 FAX [phone] west window Corp.
VJ
NOTICE OF PRODUCT CUR TIF'ICA.TION
CERTIFICATION NO:
DATE:
CERTIFICATION PROGRAM:
COMPANY:
CODE:
N1006411 ._
UM 06
Structural _
West Window
W-113-1 _
The "Notice of Product Carti cation" is valid only when Administrator's Seal is applied to the upper left hand
portion of this Corm and a certification label is applied to the product This certification seal represents product
conformity to the applicable specification and that all certification criteria has been satisfied.
The product described below is approved for listing in the next published issue of the Directory of Certified Products
at www NAMiCetificatioo.com. Please review, and advise NAM immediately if data, as shown, requires
couections.
COMPANY NAME AND ADDRESS
PRODUCT DESCRIPTION
West Window Corporation
"Westco Thermal Aluminum Slider"
226 industrial Park Drive
Aluminum Horizontal Slider
PO Drawer 3071
Configuration: XO
Martinsville, VA 24115
Glazing: IG-1/8"Annealed Glass
STP PSF
Frame: W46" Panel: W-24" Pos+75.0
H-5'9" H-5'8" Neg-75.0
SPECIFICATION
PRODUCT RATING
AAMA/NWWDA 101/I.S.2-97
HS-R50
AAMA 1302.5-76
FER-Passed
Glass Complies to ASTrill E1300-02
Product Tested By: Certified Testing Laboratories
Report No: CTLA-1372W-6 (Structutal/F
Administrators Signature:
NATIONAL CCREDI ATION AND
MANAGEMENT INSTITUTE, INC.
11870 Merchants Walk Suite 202
Newport News, VA 23606
TEL: [phone]
FAX: [phone]

ONSLOW COUNTY
Date SUBMITTED: BUILDING PERMIT APPLICATION PERMIT#
604 COLLEGE STREET • JACKSONVILLE NO 28540
Date PERMITTED: [phone] • FAX [phone] PARCEUETJ
ki
..........................................etails..........................................r
Work Details
RESIDENTAL ❑Single Family ❑Two -Family qrl ownhouse COMMERCIALmoo o Multi -Family ❑ Apartment ❑ Condo ❑ Business
COMMERCIAL: Establishment Codes 1) 2) 3)
CLASS OF WORK ❑ NEW ❑ ADDITION ❑ REPAIR ❑ M010 ALTER_AT`ION ❑OTHER r'+� —CONSTRUCTION C(�OST�s{I I COO.00
DESCRIPTION OF WORK (including Proposed Use)�� K Ll�il160L i �t'1 lst-�lt�Dt '("t7gG151Z f7r('CO YYI
# STORIES _ # UNITS Bldg HEIGHT_ TOTAL SO. FT: HTD SO. FT. EXISTING SO. FT
Type of Frame: ❑ Woad o Concrete ❑ Metal oOther Type of Veneer: ❑ Brick o Vinyl ❑ Wood ❑Other
Type of Floor: ❑ Monolithic Slab ❑ Raised Slab ❑ 3-Piece ❑ Crawl Space TEMPORARY POLE ❑ YES ❑ NO
# BEDROOMS Residential # Plumbing Fixtures (sink/toilet/bathtub/shower) Commercial # Plumbing Fixtures
ELECTRICAL SIZE AMPS # Services TYPE OF HEAT: ❑ Electric ❑ Gas ❑ Oil Other
UTILITIES: WATER: ❑ PRIVATE Well ❑ PUBLIC System SEWER/SEPTIC: ❑ PRIVATE Tank ❑ PUBLIC Sewer Sys
..................... u....................................................................
Contractor Information
General Contractor Nam/ MAfdd,ular Installer Name (Original Surety Bond Attached) 1_
Company Name/ DBA �c++i] Field Contact/Ph#_g1D�3�vJ��(/0�
Address (bD 060 ... Pia. Sk I C; nQQ t 217rU State_ JG zip
License # Classification/Limitation Expiration Date Phone
Electrical Contractor Name Company Name/ DBA
Address City State Zip
License # Classification/Limitation Expiration Date Phone
Plumbing Contractor Name Company Name/ DBA
Address CityState Zip
License # Classification/Limitation Expiration Date Phone
Mechanical Contractor Name Company Name/DBA
Address City State
License # Classification/Limitation Expiration Date Phone
Refrigeration/Fuel Piping Contractor Name Company Name/DBA
Address City State
License # Classification/Limitation Expiration Date Phone
Insulation Contractor Name rm�n„ n1� tnGe
Zip
Zip
Address City State Zip
License# Classification/Limitation Expiration Date Phone
..h.ereby c.....
ertitoy .that:................................................................................
r
I
1) All information in this application is correct and all work will comply with the Stale Building Code and all other applicable State and local laws and
ordinances and regulations. The Inspection Department will be notified of any changes in the approved plans and specifications for the project
permitted herein.
2) Permission to Enter on Land: I furthermore certify that I am authorized to grant, and do in fact, grant permission to Onslow County Zoning officer
and Code inspector and his agents, to enter on the property noted on the Onslow County Permits) for the purpose of this inspection.
3) 1 am the Land Owner
/Agent /Coontract Purchaser/Lessee (Circle One) andbysignature authorize submittal of this application.
PRINTED NAME ``^-�C2.tI C. &SSPx SIGNATURE &4—z DATE IO- I?J-O9
Cade Officer SIGNATURE: DATE'
Rev. 11/20/07