04-03_Beaufort House, LLC_20030228

DCM — HHD
Local Government
Issued to
CAMA
MINOR DEVELOPMENT
PERMIT
as authorized by the State of North Carolina, Department of Environment
and Natural Resources and the Coastal Resources Commission for development
in an area of environmental concern pursuant to Section 113A-118 of the
General Statutes, "Coastal Area Management."
BEAUFORT HOUSE, LLC authorizing development in ESTUARINE SHORELINE
# 04-03
Permit Number
AEC
at510 FRONT STREET. BEAUFORT
as requested in the permittee's application, dated 02-17-03
This permit, issued on 02-28-03 . is subject to compliance with the application and site drawing (where consistent
with the permit), all applicable regulations and special conditions and notes set forth below. Any violation of these terms may subject
permittee to a fine, imprisonment or civil action, or may cause the permit to be null and void.
This permit authorizes the renovation and expansion of the structure known as The Beaufort House,
contingent upon the following conditions:
All proposed development and associated construction must be done in accordance with the
application dated 02-17-03; workplat drawing (s) dated 01-07-03, and originally submitted on
02-17-03.
2. All construction must conform to the North Carolina Building Code requirements and all other
Local, State and Federal regulations.
3. Any change or changes in the plans for development, construction, or land use activities will
require a re-evaluation and modification of this permit.
4. Through this proposal, impervious area will be reduced from 93% to 90%, and is therefore
consistent with 15 A NCAC.07J.0211
* See Page 2 for additional conditions. *
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
From the date of an appeal, any work conducted under this per-
mit m.st cease until the appeal is resolved.
This permit must be on the project site and accessible to the
permit officer when the project is inspected for compliance.
Any maintenance work or project modifications not covered
under this permit requires further written permit approval.
All work must cease when this permit expires on December
31.
In issuing this permit it is agreed that this project is consistent
with the local Land Use Plan and all applicable ordinances.
This permit may not be transferred to another party without
the written approval of the Division of Coastal Management.
Local Permit Officer (signature)
TERE BARRETT. COASTAL MANAGEMENT RE
NC DIVISION OF COASTAL MANAGEMENT name
HESTRON PLAZA II, 151—B HWY 24
TELEPHONE: [phone] address
c
Permittee
(sig ure required if spe conditions above apply to permit)

Minor Permit # 04-03
Beaufort House, LLC
Page 2 of 2
5. . Pursuant to 15 NCAC, Subchapter 7J.0406(b), this permit may not be assigned, transferred, sold or
otherwise disposed of to a third -party by the applicant, agent, or any entity other than the NC
Division of Coastal Management.
6. A copy of this permit shall be available onsite for regulatory inspection.
7. The decking to be constructed on the east side of the property must be uncovered and "drip —
through" in design.
8. The ramp and deck on the south side must be uncovered and "drip -through" in design.

APPLICATION FOR
J#,4�
a,
CAMA
Al.
� SSS �ji j -MINORAo
P
MENT
4�i""'fit
uPE RA
7
1
In 1974, the North Carolina General Assembly passed
�--- g the Coastal Area Mana eme'nt Act and set the sta e for ,
r _ `guiding development in the fragile and productive areas '
which border the states sounds, and 6 eanfrorvt....Along
with requiring special care iiy'those- io build aid
develop, the'G6neratAss6mb1 ydirected the Coastal
mm $ ' � lResau ces.Commission (CRC),to implem'Tt clear regula-. l
��� bons whichxniinimize the burden on the. plcariggt.
' �� k ��� �� � � This application for a minor development permit under',
€ � 4 CAMA,is part of the Commission's effort to meet the
`spirit and intent of the General Wssembly. _ It has been'
I#. designed to be' straightforward and require no more
d.
t time or effor6'ecessa y om the applicant. Please go
over this folder with the Local Permit Officer LW for
r A the locality in which you plan to build to be-certain:tha't
l T + f you understand what info`rrilation he or she needs.
Under CAMA`regulations, the minor permit is to be
� issued within 25 da s once a complete application is in.
z
i
hand. `Often less timers needed if !the project is simple•7r,.
The process generally takes about 18 days. You cal
F aspeed the approval process by mAWng certain that your
Zl
F
� ��-
_ - �� � � , � ��t " � � � � a _ p ' _ application is complete and signed, that your drawing
meets the specifications givenxinside and that you
application fee is attached
Other permits are sometimes required for developmen
l.'�,
are not.CAMA
yi �� m _yeuroe tou�to check with he`Lo al Perms Officetr o�
deteeijjiGe which of these you ®may need: A listing is
v~ included on�page 21of this older.
We appreciate your cooperation with the North
Carolina Coastal Management Program and your
j willingness to build in a way which protects the
resources of our beautiful and productive coast..
l ' Coastal Resources Commission
Division of Coastal Management
1 ,
"

Locality Permit Number
6�
GENERAL INFORMATION
AUTHORIZE ,, +NT
Name �/ JJi ;,OL
Address
City
LOCATION OF PROJECT
State // -C— — Zip c2 7 o Phone gZ-<--do. � Z e—'11 f
State �� . Zip !1 l Phone 'e)-5'J—%dV W? a
(If not oceanfront, is waterbody natural or manmade?)
AREAS OF ENVIRONMENTAL CONCERN (AEC) CLASSIFICATION
(To be filled in by the Loc Permit Officer prior to completing application.)
Ocean Hazard Estuarine Shoreline ORW Shoreline Public Trust Shoreline Other
PROPOSED USE
—k Residential CommericallIndustrial Other
SQUARE FOOTAGE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR
BUILT -UPON SURFACES (such as driveways, etc.) within 75 feet of the estuarine shoreline, or 57 feet of an
ORW shoreline, or 30 feet of the public trust shoreline. lq.!� ° oo�c9�o4
0>0
SQUARE FOOTAGE OF TOTAL FLOOR AREA OF BUILDING 91, 300 C
SQUARE FOOTAGE OF SITE? .
OTHER PERMITS MAY BE REQUIRED:
The activity you are planning may require
permits other than the CAMA minor
development permit. As a service we have
compiled a listing of the kinds of permits that
might be required. We suggest you check
over the list with your LPO to determine if
any of these apply to your project.
Zoning, Drinking Water Well, Septic Tank
(or other sanitary waste treatment system),
Burning, Electrical, Plumbing, Heating and
Air Conditioning, Insulation and Energy
Conservation, FIA Certification, Sand Dune,
Sediment Control, Subdivision Approval,
Mobile Home Park Approval, Highway
Connection, and others.

r
AIL,"ia
WCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
Carteret News Times February 17, 2003
Legal Advertisement Section
P.O. Box 1679
Morehead City, NC 28557
Re: Public Notice - Beaufort House, LLC
Dear Sir:
Please publish the attached Notice in the Wednesday, February 19, 2003, issue of the Carteret
News Times.
The State Office of Budget and Management requires an original Affidavit of Publication prior
to payment for newspaper advertising. Please send the affidavit, an original copy of the
published notice, and an original invoice to Jaye Poole, NC Division of Coastal
Management, 1638 Mail Service Center, Raleigh, NC 27699-1638, Telephone (919) 733-
2293.
Thank you for your assistance in this matter. If you should have any questions, please contact
me at our Morehead City office [phone].
Sincerely,
-7- L'JA'
T. Barrett
Coastal Management Representative
tjb
Enclosure
cc: Ted Tyndall, District Manager
151-B Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557
° Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer— 50% Recycled \ 10% Post Consumer Paper

NOTICE OF FILING
OF APPLICATION FOR
CAMA MINOR DEVELOPMENT PERMIT
Notice is hereby given that the Beaufort House LLC, represented by Mr. William Tickle,
Jr. has applied to the Department of Environment and Natural Resources for a CAMA Minor
Development permit. The applicant is requesting to construct a third story onto the existing
building known as the Beaufort House, located at 510 Front Street, adjacent to Taylor's Creek in
Beaufort, NC.
Persons desiring to inspect the application, or to comment thereon, are directed to contact
T. Barrett, Coastal Management Representative, NC Division of Coastal Management, 151-B
Hwy. 24, Hestron Plaza II, Morehead City, NC, Telephone [phone], no later than
February 27, 2003. Comments received prior to that date will be considered in making the permit
decision. Later comments will be accepted and considered up to the time of permit decision.
Project modifications may occur based on further review and comments. Notice of the permit
decision in this matter will be provided upon written request.
PLEASE PUBLISH ON: February 19, 2003

DIVISION OF COASTAL MANAGEMENT
NCDENR
NOM"H CJROU" l)U%RTNQR Or
ENNRONNEYT AND NATURAL RLTOURCES
Ei
151-B HWY. 24, HESTRON BUILDING
MOREHEAD CITY, NC 28557
TELEPHONE: [phone]
FAX: [phone]
TO: ( TENET dEiJ4 - i i/y1FS
OFFICE: ErAL lll�c/�,2T/sin/' S«�af
TELEPHONE #: f 1 FAX #: f ] -(�/4
FROM:
OFFICE: DIVISION OF COASTrAL MAiy�,CF�tFNT
RE: �LE� �u r3 sf/ iff��i.�c�nc nln F i1-` f AI
/S5A/9- of — E'T AAC-7 i�MFS
DATE SENT: --q4
L-- --
TOTAL NUMBER OF PAGES IlYC iti T�UR

P. 01
TRANSACTION REPORT
FEB-17-2003 MON 03:29 PM
DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP
FEB-17 03:28 PM 97266016 1'17" 3 SEND OK O11

,SUPERIOR STRUCTURES
PH.252-728-4170
P. O. BOX 185
BEAUFORT, NC 28516-0185
PAY
TO THE
ORDEfi OF
15016
/Q� 66 152/531
DATE. C
TACIiUVIA WILLIAM R. TICKLE, JR.
Wackovia Bank, NA
Morehead City, NC 28557-MS
�1
FOR %Ok
11101501611, 1:0531054 069112

Vlaw� PeeucraQ — lF� aecL-,- CIL�
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Place common dock on May 10, 2002, and again on June 20, 2002, and on both occasions observed
unauthorized moorings. This development is located at the end of Gibbs Creek Rd., adjacent to
Turner Creek, in Carteret County. The development was undertaken within the Public Trust and
Estuarine Waters, designated Areas of Environmental Concern, and no permit has been issued for it.
Therefore, I have concluded that you are in violation of the permit requirement of the Coastal Area
a
Management Act.
I request that you immediately CEASE AND DESIST any further development and contact me about
this matter. If the development you have undertaken is not consistent with the applicable standards,
you will be required to restore the area to its former condition. A civil assessment of up to $2500.00
may be assessed against any violator. Each day that the development described in this Notice is
continued or repeated may constitute a separate violation that is subject to an additional assessment of
$2500.00. An injunction or criminal penalty may also be sought to enforce any violation, NCGS
113A-126.
It is the policy of the Coastal Resources Commission to assess a minimum civil penalty of Two
Hundred Dollars ($200.00) against all violations of this type. This is done to recoup some of the
costs of investigating the violation and/or to compensate the public for any damage to its natural
resources. Whether a higher amount will be assessed will depend on several factors, including the
nature and area of the resources that were affected and the extent of the damage to them. If
restoration of the affected resources is requested but is not undertaken or completed satisfactorily, a
substantially higher civil penalty will be assessed and a court injunction will be sought ordering
restoration.

►�
RENOVATIONS TC:>
THE BEAUFORT I IOUSE
510 FRONT STREET
BE,.,AUF<DRT,f NORTH
i
CAROLI NA
INDEX TO DRAWINGS
TS1•1 COVER SHEET
A1•1 FIRST FLOOR PLAN / SECONDFLOOR PLAN /SCHEDULES
A1•2 THIRD FLOOR PLAN / ROOF PLAN /SCHEDULES
A3.1 ELEVATIONS
A4.1 BUILDING SECTIONS
A5.1 SECTIONS
Q5.2 SECTIONS
S1•1 FRAMING PLANS
GENERAL NOTES:
I- CONTRACTOR SHALL COMPLY WITH THE N_C, BUILDING CODE AND ALL
OTHER APPLICABLE CODES 4 ORDINANCES.
2. THE CONTRACTOR SHALL BE THE "PROJECT EXPEDITER"
AND SHALL BE RESPONSIBLE FOR PROPER COORD-
INATION OF ALL WORK.
3. COORDINATION OF MATERIALS, INSTALLATION
REQUIRE("!- NTS. STRUCTURAL, MECHANICAL AND
ELECTRICAL 51'57EM5 SHALL 15E THE RESPON-
5151LITY OF THE CONTRACTOR.
4. CONTRACTOR SHALL PROVIDE BUILDER'S RISK INSURANCE (VERIFY W/ OWNER).
5• TOILETS SHALL COMPLY WITH ADA STANDARDS. PROVIDE CsRAB BARS
AS REQUIRED (TENANT UP FIT).
(o. PROVIDE ALL PERMITS 4 SURVEYING A5 REQUIRED FOR CONSTRUCTION.
1. THE CONTRACTOR SHALL COMPLY WITH ALL SAFETY
PROV15IONS OF 05HA, AND OTHER REGULATORY AGENCIES,
AND SHALL TAKE ALL MEASURES NECESSARY TO PROTECT
LIFE AND PROPERTY.
8. CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS,
CLEARANCES AND CONDITIONS IN FIELD, PRIOR TO CONSTRUCTION
OF ASSEMBLIES, ETC. TO INSURE PROPER FIT OF ALL COMPONENTS
AND DESIGN ELEMENTS.
9. ALL PRODUCTS AND MATERIALS SHALL BE INSTALLED IN
STRICT ACCORDANCE WITH MANUFACTURER'5
RECOMMENDATIONS.
lm. PROVIDE R-le INSULATION IN ALL WALLS, FLOORS
AND CEILINGS SURROUNDING: E3EDROO" IS, BATH-
ROOMS, MECHANICAL ROOMS AND LAUNDRY.
11. THE CONTRACTOR SHALL COORDINATE ALL HVAC,
PLUMBING, 4 ELECTRICAL REQUIREMENTS WITH THE
OWNER IN ADVANCE OF CONSTRUCTION 4 INSTALL-
ATION OF THESE SYSTEMS.
12. CAULK ALL WINDOWS 4 pOORS.
13. PROVIDE FLASHING IN ALL LOCATIONS REQUIRED
TO MAKE WEATHER TIGHT 4 PROTECT
MATERIALS.
14. FLOORS TO RECEIVE CERAMIC TILE SHALL BE
REINFORCED WITH ADDITIONAL JOISTS 4 BLOCKING
TO FORM STABLE FLOOR SYSTEM AS FOUNDATION
FOR TILE. TILE SHALL BE INSTALLED AS PER
REQUIREMENTS OF CERAMIC TILE INSTITUTE.
15. MAINTAIN MIN. 6'-811 HEAD HEIGHT AT ALL STAIRS.
Iro. PROJECT SHALL BE LEFT CLEAN AND ORDERLY AT END
OF JOB, FREE FROM PAINT SPLATTERS, DEBRIS.
ETC.
I-1. ALL BATHROOM FIXTURES SHALL BE WATER CONSERVATION TYPE AS
REQUIRED BY CARTERET COUNTY HEALTH DEPT.
I8, CONSTRUCTION SITE SHALL BE KEPT CLEAN THROUGHOUT CONSTRUCTION
PROCESS.
19. CONTRACTOR SHALL PROVIDE WIRING 4 POWER FOR ALL EQUIPMENT COMPLETELY
CONNECTED AND OPERATIONAL.
These drawinqs and specifications represent an instrument of service and as such shall remain in ownership with the Architect. Use or reproduction by any means, in whole or in part, without the Architect's consent, is prohibiled,
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Dooms ecksCULE
MARK
DESCRIPTION
FRAME
I MANUFACTURER
I MODEL
SIZE WxH (R.O.)
I REMARKS
OA
FIBERGLASS
AS SELECTED BY OWNER
3'-0" x I. -Oil
FULL GLASS W/ TRANSOM (SEE A3.1)
©
FIBERGLAS5
3'-0" x 1'-0"
DOUBLE PANEL
©
ELEVATOR UNIT DOOR
�D
FIBERGLASS
3'-0" x -1'-0"
FIBERGLASS
3'-0" x '1'-0"
FULL GLASS W/ STATIONARY PANEL
(VERIFY SIZE)
I. CONTRACTOR SHALL VERIFY ALL SIZES.
ROOF LINE
ABOVE
WINDOW SCHEDULE
MARK
DESCRIPTION
MANUFACTURER
MODEL
SIZE WXH (R.0.)
REMARKS
0
FIXED PANEL
a ELECTED
BY OWNER
a ELECTED
BY OWNER
36" x 80"
6EE A3.1
FIXED PANEL
30" x 62"
FIXED PANEL
42" x 68"
I. ALL WINDOWS SHALL BE CLEAR INSULTED GLASS.
2. ALL WINDOWS UNITS SHALL MEET THE UINDLOAD REQUIREMENTS OF THE N.G. BUILDING CODE.
3. CONTRACTOR SHALL VERIFY ALL SIZE;.
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15'-8"
•, �E�m ME1
15'-8"
NOTE -
TOTAL SQUARE FOOTAGE FOR RESTAURANT - 5401sf.
2 SECON0 FLOOR PLAN
1. : GALE: 1/8"=1'-011
TREATED WOOD
DECK, STEPS t
RAILS
ROOF LINE
VERIFY ELEV. t
SLOPE IN FIELD
FINISH SCHODULS
SPACE
BASE
FLOOR
WALL
CLG.
REMARKS
UNIT Of
TENANT
UP FIT
PAINTED
UNIT 02
UP FIITT T
PANTED
UNIT 03
TENANT
UP FIT
PANTED
REST. STORAGE
UP IT
PAINTED
ELEV. EQUIP.
NONE
CONC.
SWTU�
STTIRUCTUK
ENTRY
WOOD
CER TILE
EXT. SIDI%
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STORAGE
WOOD
UNF NlN15H D
UNFIN SHED
UNFrI� D
I. TRIM SHALL BE AS SELECTED BY THE OWNER.
8'-0"X9'-On
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ABOVE
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t• BCALE: I/rav-m"
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TREATED --
WOOD DECK,
STEPS
RAILS
CPU
V ( I ! NOTE
THESE DRAWINGS REPRESENT LIMITED
Wv DESIGN SERVICES WITH THE INTENT TO
^ I DEFINE THE DESIGN AND LAYOUT OF
THE RENOVATION WORK. IT IS NOT
�< INTENDED TO SHOW ALL DETAILS, SECTIONS
AND /PROJECT REQUIREMENTS.
These drawings a p re and specifications resent an instrument service and as such shall remain in ownership with the Architect. Use or reproduction by any means, in whole or in part, without tfle Architects consent, is prohibited.
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DATE :
7 JANUARY 2003

a
DOOR SCHEDULE
MARK
DESCRIPTION
I FRAME
MANUFACTURER
MODEL
SIZE wxH (R.0.)
REMARKS
@F NOT USED
U
FIBERGLASS
AS SELECTED BY OWNER
3'-0" x (0'-8"
FULL GLASS
Q
FIBERGLASS
6'-0" x 6'-8"
FULL GLASS/ STATIONARY PAN L
t 18" SIDE LIGHTS
WOOD/51-FOLD
5'-0" x &'-8"
LOUVERED
0
S.G. WOOD
3'-0" x 6'-8"
©
S.G. WOOD
2'-8" x 6'-8"
S.G. WOOD
2'-4" x &'-8"
©
S.G. WOOD
3'-0" x &I-8"
LOUVERED
WOOD/BI-FOLD
4'-0" x C6'-8"
LOUVERED
O
H.G. WOOD/BYPASS
2'-8" x 6'-8"
TOP < BOTTOM TRACK
©
H.G. WOOD/5YPAS5
2'-4" x &'-8"
TOP < BOTTOM TRACK
®
S.G. WOOD/SLIDING
2'-4" x 6'-8"
1. CONTRACTOR SHALL VERIFY ALL SIZES_
WINDOW SCHEOUI-E
MARK
DESCRIPTION
MANUFACTURER
MODEL
SIZE WxH (R.0.)
REMARKS
OO
DOUBLE HUNG
AS SELECTED
BY OWNER
AS SELOCT
BY OWNER
30" x 62"
SEE A3.1
0
DOUBLE HUNG
30" x 5Y
SEE A3.1
I. ALL WINDOWS SHALL 5E CLEAR INSULATED GLASS.
2. ALL WINDOWS UNITS SHALL MEET THE WINDLOAD REQUIREMENTS OF THE N.G. BUILDING CODE.
I I I I I I I I
G f $I E D G B A
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2 ROOP PLAN
1.2 SCALE: 1/8"=I'-0"
— -v
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FINISH SCHMIDULAM
SPACE
BASE
FLOOR
WALL
CLCal.
REMARKS
ENTRY
WOOD
CARPET
PAINTED
PAINTED
KITCHEN
CER TILE
L I V INCs ROOM
CARPET
MASTER BEDROOM
CARPET
BEDROOM
CARPET
MASTER BATH
CER TILE
BATH
CER TILE
CLOSET
VINYL TILE
LAUNDRY ROOM
VINYL TILE
I. TRIM SHALL BE AS SELECTED 5Y THE OWNER.
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PROJECT FILE # 02012
DRAWING #
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APPROVED :
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PHASE:
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DATE:
7JANUARY 2003
These drawings and specifications represent an instrument of service and as such shall remain in ownership with the Architect. Use or reproduction by any means. in whole or in part, without the Architect's consent, is prohibiled.

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8'-0" HIGH FLAT CEILING.
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NOTE: VERIFY SIZE OF A/N
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CONTRACTOR.
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These drawinas and specifications represent an instrument of service and as such shall remain in ownership with the Architect. Use or reproduction by any means, in whole or in part, without the Architect's consent, is prohibited.

ASPHALT SHINGLES
TO MATCH EXISTING
150 FELT PAPER
OVER 1/2" PLYWOOD
SHEATHING
2x12 FLOOR
JOISTS 0 Ifo"o.c.
L
STORAGE
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STAINLESS STEEL
JOIST HANGERS -
SIMPSON THA 218
2x6 FLOOR JOISTS
0 CHAIR LIFT PIT
• 16 "o.c. MAX.
3/4" PLYWOOD
R-30 BATT INSUL_
65 1/2" CLEAR HOISTWAY 4 PIT
VERIFY
1/2" PLYWOOD
SHEATHING
(VERIFY W/
CHAIR LIFT
MANUFACTURER)
------------------
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2x10 RIDGE BEAM
`— 2x6 COLLAR
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5/8" GYPSUM
WALL BOARD
3 1/2" BATT INSUL.
AROUND CHAIR LIFT
SHAFT
R-IS BATT
INSUL_ —
2- 2x10
WINDOW HEADER
FOYER
5/8" GYPSUM
WALL BOARD
5/8" UNDERLAYMENT ON
3/4" PLYWOOD SUB -FLOOR
2x10 FLOOR JOISTS
Ai 16 "o c.
`— fo" BATT
INSUL,
5/8" GYPSUM
WALL BOARD
FQYER
DRIP EDGE
1x10 FACIA
2x10 SUB -FACIA
VENTED VINYL
SOFFIT
2x4 NAILER
SIDING AS SELECTED
BY OWNER
154 BUILDING PAPER
OVER 1/2" PLYWOOD
SHEATHING
WINDOW TRIM TO
MATCH EXISTING
COPPER FLASHING
p WINDOW BILL
2x10 NAILER
2x4 LEDGER
SIDING AS SELECTED
BY OWNER
15'0 BUILDING FELT
OVER 1/2" PLYWOOD
SHEATHING
DOOR TRIM TO
MATCH EXISTING
2 LAYERS 3/4"
PLYWOOD
Ix4 P.T. WOOD
FURRING a 16 "orc.
2x6 P.T. WOOD
BEVELED 1:2 MAX.
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5. SCALE: 3/4"=I'-@�� ,: a : a
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ASPHALT SHINGLES
TO MATCH EXISTING
150 FELT PAPER
OVER 1/2" PLYWOOD
SHEATHING
2x8 SHED ROOF
RAFTERS * 16 "o c.
2x8 CEILING
JOISTS s 16"ol.
DRIP EDGE
SCREEN VENT CONT.
IxIO FACIA
2xI0 SUB -FACIA
2x8 BEAM EA.
SIDE OF POST
SOFFIT TO MATCH
EXISTING
4x4 P.T. WOOD
POST
04 DOWELS 0 16"o,C.
(12" LONG)
150 BUILDING PAPER
OVER 1/2" PLYWOOD
SHEATHING
SIDING AS SELECTED
BY OWNER
2x6 STUD in
Ifo "Oz.
R-IS BATT
INSUL.
2x6 P.T.
WOOD SILL
5/5" ANCHOR BOLT -
6 "x8" CONC.
BLOCK
8" CMU WALL -
FILL CELLS 4 "4
VERT. REINF. * 48"oc.
NEW GONG. FOOTING
W/ 3- 04 CONT. REINF.-
52" CLEAR - HOISTWAY 4 PIT
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4° - = 6. SCALE: 3/4"=1'-@"
04 DOWELS
16 "o.c. (10" LONG)
5/8" GYPSUM
WALL BOARD
2 LAYERS 3/4"
PLYWOOD
150 BUILDING FELT
OVER In" PLYWOOD
SHEATHING
SIDING AS SELECTED
BY OWNER
2x6 P.T.
WOOD LEDGE
2-2x12 EDGE BEAM —
2x8 P.T. WOOD SILL
PLATE W/ 5/8" ANCHOR
BOLTS a 48"o.c.
8" CMU WALL -
FILL CELLS 4 04
REMOVE SECTION OF EXISING VERT. REIN. w 48"oc.
RAMP FOR NEW 6" CONC. SLAB NEW CONIC. FOOTING
W/ 3- 04 CONT. REIN. -
STAINLESS STEEL
POST BASE
LAY BRICK OVER
EXISTING RAMP
R-19 BATT
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2x6 STUD
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WALL BOARD
2x12 FLOOR JOISTS
3/4" PLYWOOD
2x8 FLOOR JOISTS +�
BOTTOM OF CHAIR LIFT PIT
3/4" PLYWOOD
SUB -FLOOR
lx4 P.T. WOOD FURRING
EXTEND TO 2-2x12
EDGE BEAM
EXISTING 6" CONC.
SLAB 4 FOUNDATION
5• SCALE: 3/4"--1'-@"
4" "I"
These drawings and specifications represent' an instrument of service and as such shall remain in ownership with the Architect. Use or reproduction by any means, in whole or in part, without the Architect's consent, is prohibited.
REVISIONS
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ROOF BEYOND
ASPHALT SHINGLES
ON 150 FELT
1/2" PLYWOOD
SHEATHING
HURRICANE TIES - TYP.
IXIO FACIA
VENTED
SOFFIT
SIDING AS SELECTED
BY OWNER
300 BUILDING
PAPER
1/211 PLYWOOD
SHEATHING
FLASHING
GALV. HOLD DOUJN
STRAPS * STUDS
MILAR).2,HR.
>R/CE IL ING . ASSEMBLY.
4 TYP. THIRD FLOOR
STRUCTURAL. NOTES
GENERAL NOTES:
I. EXTERIOR SHEATHING SHALL BE 15/32" APA RATED PLYWOOD. SHEATHING
SHALL BE INSTALLED 4 NAILED AS PER N.C. BUILDING CODE.
2. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS.
3. CONSTRUCTION SHALL COMPLY WITH NORTH CAROLINA STATE BUILDING
CODE AND ALL LOCAL ORDINANCES AND REGULATIONS.
4. CONTRACTOR RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL
MEMBERS, WALLS, AND NON5TRUCTURAL ITEMS DURING CONSTRUCTION.
5. ALL REFERENCED STANDARDS REFER TO LATEST EDITION.
6. ALL RAFTERS, TRUSSES AND ROOF BEAMS SHALL BE SECURED TO THE
STRUCTURE WITH HURRICANE TIES AT EACH END. COORDINATE W/ TRUSS MANUF
1. WOOD COLUMNS CONNECTING TO ROOF STRUCTURE SHALL BE SECURED
TO ROOF WITH HURRICANE TIES OR EQUIVALENT AND SHALL BE SECURED
TO FLOOR STRUCTURE AND FOUNDATION BY MEANS OF GALVANIZED POST
ANCHORS OR THRU BOLTS, AND STRAPS AS REQUIRED TO MEET NORTH
CAROLINA STATE BUILDING CODE.
8. PROVIDE SOLID BLOCKING UNDER ALL WALLS PERPENDICULAR TO
TRUSSES.
5. PROVIDE DOUBLE FLOOR TRUSSES OR LYL. BEAMS DIRECTLY UNDER
ALL POINT LOADS. PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO
FABRICATION SHOWING LOAD CALCULATIONS BY MANUFACTURER
10. ALL BEAM TO BEAM AND TR155 TO BEAM HANGER CONNECTIONS SHALL
BE MADE WITH HOT DIPPED GALVANIZED HANGERS BY 5IMP50N OR EQUAL.
11. ALL EXP05ED STRUCTURAL METAL, BOLTS, AND FABRICATIONS
SHALL BE GALVANIZED.
12. DETAILS OF CONNECTIONS FOR ALL L.VL. AND WOOD I -BEAMS SHALL
BE IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
4 ENGINEERING CALCULATIONS.
13. HEADERS OVER ALL DOORS AND WINDOWS SHALL BE
(2) 2x10'S UNLESS OTHERWISE NOTED.
14. PROVIDE DOUBLE TRU55ES UNDER ALL BATH TUBS.
15. PROVIDE BLOCKING 4 BRIDGING THROUGH FLOOR SYSTEMS
AS RECOMMENDED BY MANUFACTURER
16. COORDINATE CHASE REQUIREMENTS IN CEILING JOIST AND OTHER
5TRUCTURAL MEMBERS WITH HVAC DUCT ROUTING REQUIREMENTS.
11. STRUCTURAL COMPONENTS NOT SHOWN SHALL COMPLY WITH N.C. BLDG. CODE.
18. PROVIDE 4 - 2x4 COLS. (MIN) IN WALLS AT POINT LOAD CONDITIONS
UNLESS OTHERWISE NOTED_ STUDS SHALL BE SOUTHERN PINE,
STUD GRADE OR BETTER 2x4 COLS. SHALL BE NAIL LAMINATED.
(!)COLUMN DETAIL
5 SCALE: 311211-016
TIMBER:
I. ALL TIMBER DESIGN AND FABRICATION SHALL CONFORM TO THE
"NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS
FASTENINGS".
2. WOOD FRAMING MEMBERS SHALL BE SYP GRADE NO.2 OR BETTER MIN.
ALLOWABLE BENDING STRESS SHALL BE 1200 PSI OR GREATER AND
MODULUS OF ELASTICITY SHALL BE 1600 K51.
SOLID SAM TIMBER BEAMS ARE SELECT STRUCTURAL GRADE.
3. ALL BOLTS SHALL BE A5TM A-301. ALL BOLT HOLES SHALL BE 1/16"
LARGER THAN BOLT.
4. ALL TIMBER CONNECTORS INCLUDING NAILS, BOLTS, WASHERS AND
NUTS SHALL BE HOT DIPPED GALVANIZED PER CODE.
5. PRE55URE TREATMENT OF ALL TIMBER IN CONTACT WITH
MA50NRY OR CONCRETE SHALL MEET AWPA STANDARD C-2.
6. ALL FIELD CUTS AND DRILLED HOLES IN TREATED TIMBER SHALL BE
GIVEN THREE LIBERAL APPLICATIONS OF PRESERVATIVE IN ACCORDANCE
WITH AWPA STANDARD M-4.
PRE -MANUFACTURED TRUSSES 4 BEAMS
I. PROVIDE SHOP DRAWINGS WITH N.C. ENGINEER'S SEAL FOR ALL FLOOR 4
ROOF TRUSSES, AND ALL I-ML. (PRE -MANUFACTURED LAMINATED) BEAMS.
SHOP DRAWINGS MUST BE APPROVED BY ARCHITECT PRIOR TO FABRIC-
ATION. DRAWINGS MUST INDICATE ALL LOADING CONDITIONS 4 LOADS.
2. PROVIDE BRIDGING AS RECOMMENDED BY TRUSS MANUFACTURER.
3. LVL SIZES ARE BASED ON LOUISIANA PACIFIC GANG LAM W/ 2SO Fb 2.OE.
REINRORCED CONCRETE:
I. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND SHALL HAVE
3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. UNLESS OTHERWISE NOTED.
2. AGGREGATES SHALL BE CLEAN AND WELL -GRADED MAXIMUM 51ZE
3/4". CONCRETE COMPRESSIVE TESTS SHALL CONFORM TO A5TM C39.
3. MAXIMUM PERM1551BLE SLUMP - 3" UNLESS NOTED OTHERWISE.
4. USE A5TM A-615 GR. 60 FOR ALL REINFORCING STEEL LAP CONTINUOUS
REINFORCING 30 BAR DIAMETERS.
5. ALL REINFORCEMENT SHALL BE ACCURATELY PLACED, RIGIDLY
SUPPORTED, AND FIRMLY TIED IN PLACE WITH BAR SUPPORTS AND
SPACERS IN ACCORDANCE WITH THE REQUIREMENTS OF AGE 301
AND ACI 318.
3-2x8 W/ 1/4"x3 1/211
LAG BOLTS • 24"oz, TOP
4 BOTTOM STAGGERED
1/2" DIA. BOLT
2x6 COLLAR BEAM
6" DIA. COL.
ULAR
SASE
COL. TO
JJ/ 4-16d
Ihese drawings and specifications represent an instrument of service and as such shall remain in ownership with the Architect. Use or reproduction by any means, in whole or in part, without the Architect's consent, is prohibited.
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BEAM
VERIFY VERIFY VERIFY VERIFY
THIRD FLOOR FRAMING P
SCALE: I/war-o"
15'-8"
VERIFY
NOTES:
1. VERIFY ALL DIMENSIONS - NEW d EXISTING.
2. TRU55 MANUFACTURER SHALL VERIFY TRUSS
DEPTH t 5PACING.
3. STEEL FABRICATOR SHALL PROVIDE SEALED
SHOP DRAWINGS (N.C. ENGINEER). ENGINEER
SHALL BE RESPONSIBLE FOR FINAL MEMBER
SIZING, DESIGN OF CONNECTORS, INTERFACE
WITH EXISTING STRUCTURE d IMPACT TO EXISTING
STRUCTURE SYSTEM.
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7 JANUARY 2003

a
STATEMENT OF OWNERSHIP r
n
I, the undersigned, an applicant for a CAMA minor development permit, being either the owner of property in a
an AEC or a person authorized to act as an agent for purposes of applying for a CAMA minor development
permit, certify that the person listed as landowner on this application has a significant interest in the real
property described therein. This interest can be described as: (check one)
an owner r record tit , Ti le is vested in , see Deed Book 9 s.�
page in the<l �� Coun Registry of Deeds.
an owner by virtue of inheritance. Applicant is an heir to the estate of
probate was in County.
if other interest, such as written contact or lease, explain below or use a separate sheet and attach to this
application.
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NOTIFICATION OF ADJACENT PROPERTY OWNERS
I furthermore certify that the following persons are owners of properties adjoining this property. I affirm that I
have given ACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for
a CAMA permit.
(Name) (Address)
�-
(2)
(3)
(4)
FOR DEVELOPERS IN OCEAN HAZARD AND ESTUARINE HAZARD AREAS:
I acknowledge that the land owner is aware that the proposed development is planned for an area which may
be susceptible to erosion and/or flooding. I acknowledge that the local permit officer has explained to me the
particular hazard problems associated with this lot. This explanation was accompanied by recommendations
concerning stabilization and floodproofing techniques.
PERMISSION TO ENTER ON LAND
I furthermore certify that I am authorized to grant and do in fact grant permission to the local permit officer
and his agents to enter on the aforementioned lands in connection with evaluating information related to this
permit application.
This application includes: general information (this form), a site drawing as described on the back of this application,
the ownership statement, the AEC hazard notice where necessary, a check for $100.00 made payable to the locality,
and any information as may be provided orally by the applicant. The details of the application as described by these
sources are incorporated without reference in any permit which may be issued. Deviation from these details will
constitute a violation of any permit. Any person developing in an AEC without permit is subject to civil, criminal
and administrative action._,
This the ay of 20,63.
c
o er o person orized to act as his agent
for purposes of filing CAMA permit application.

SITE DRAWING/APPLICATION CHECKLIST
Please make sure your site drawing includes the following information required for a CAMA minor develop-
ment permit. The drawing may be simple and not necessarily to scale. The Local Permit Officer will help you,
if requested.
PHYSICAL DIMENSIONS
label roads
label highways right of ways
label local setback lines
label any and all structures and driveways currently existing on property
PHYSICAL CHARACTERISTICS
draw and label mean high water mark
draw location of on -site wastewater system
If you will be working in the ocean hazard area:
draw and label dune ridges (note height)
draw and label toe of dune
identify and locate first line of stable vegetation
draw and label setback line under CAMA
draw and label topographical features (optional)
If you will be working in an estuarine shoreline area:
draw and label landward limit of AEC
describe terrain (slope)
DEVELOPMENT PLANS
draw and label areas that will be disturbed
if a house is to be placed on lot, describe location of house
note size of piling and depth to be placed in ground
draw and label all areas to be paved or graveled
describe composition of surface
note and list fully all trees and vegetation to be removed or relocated
show landscaping
NOTE TO APPLICANT
Have you:
*completed all blanks and / or indicated if not applicable?
*notified and listed adjacent property owners?
*included your site drawing?
*signed both application and statement of ownership?
*enclosed the $100.00 fee?
*completed an AEC Hazard Notice, if necessary?
FOR STAFF USE
Site Notice Posted Final Inspection Fee Received
Site Inspections
Date of Action: Issued Exempted Denied Appeal Deadline (20 days)