TB_04_Keim

T pp6� p �}S, CA {•1,�•L
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N0PTH
October 28, 2009
Kevin Keim
11543 Aukibury Way
Raleigh, NC 27617
RE: EXEMPTED PROJECT (MINOR) EXEMPTION
ACCESSORY USE - (15A NCAC 7K .0209) — TBEX04
AREA OF ENVIRONMENTAL CONCERN — Ocean Hazard
LOCATION OF PROPERTY —1704 Ocean Blvd
820 S. Anderson Blvd,
Topsail Beach, North Carolina 28445
Telephone [phone]
Fox [phone]
Dear Mr. Kein:
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 October 27, 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 dated October 28, 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.
Accessory Uses
1. The development must not disturb a land area greater than 200 square feet.
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 high water level.
6. The development must be consistent with all applicable use standards and local land use plans in
effect at the time the exemption is granted.
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.
Since
am L. Canady, LPO, Topsail Beach, NC
S. Anderson Blvd.
Topsail Beach, NC 28445
Cc: Jon Giles, DCM Field Representative
RECEIVED
NOV 0 y P009
DCM WIL&4INGT0N NC

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(2) 2XIO MIN. %
(RAISED)
EXISTING TOP ROOF
HEADER TO BEGUT SO
AS TO ALLOW ACCESkI
TO ELEV. MOTOR AND
EQUIPMENT. DOUBLE
JACK STUDS EACH
SIDE OFDOOR TO
PROVIDE ROOF
SUPPORT FOR RAISED
HEADER
NEW ELEVATOR ROOF, TTPICAL
2X8 RAFTER FRAMED ROOF.
PITCHEDMIFPEO OR GABLE. AND
.TIED TO FRAMING WTH UPLIFT
ANCHORAGE PER CODE: PROVIDE OVERHEAD
MATCH EXISTING ROOF PITCH OR
PITCH AS OWER REQUIRES CLEARANCE MFG. REQUIRES.5.
NOTE:
FRAME OPENING IN PILE DEPTH = 8'
TOP PLATE EXISTING PORCH '' II 11
WALLNAS REQUIRED. W1 MIN. 8000'*
COMPACTION
NOT : FULLY SHEATH WALLS
WITH STRUCTURAL 1/16"-UV
OSB/PLYWOOD.MATERIALS
OUTSIDE AND INSIDE PER CODE
AND LOCAL ORDINANCES:
CONSULT BLDG. OFFICIAL5 FOR
CLARIFICATIC4-
ADD (2) 2XSPT BEAM
FOR ELEVATOR WALL
SUPPORT
NOT : (2) 2X8 RAIL SUPPORTS MAY BE SURFACE
INSERTED INTO WALL: VERIFY U141FG.
AS TO FRAMING AND MOUNTING METHOD: LOCATION
OF SUPPORTS ALSO MAY BE REQUIRED ON WALL
OTHER THAN THAT SHOWN, VERIFY W/MFG.
NOTE: FULLY ATTACH NEW HEADER BEAMS AT
157/SN0. FLOOR LEVEL AND AT SHAFT TOP
LEVEL TO EXISTING PORCH BEAMS WITH (2)
5/8• GALV. BOLTS AND REQUIRED ANGLE
EXISTING PORCH ROOF
TYPICAL 2X4 STUD WALLS
-
INSERTINTOSTHRu
PILES. TO -
TO BE CONSTRUCTED WTH
THILKENFO SLAB
O.G. SPACING FROM
PILE INSTALLATION NOTE:
EDGES TO e•
—
ORC
TOP GF EXISTING PORCH
TO
TYPICAL N.C. NIGH WIND
ELEVATOR
PIT FOR ELEVATOR
REce55: SEE I'FG.
1
—
6:
BT
:LESS 0 OR
-
BEAn To Top usING s/e^
BOLTS OR LAGS A5
BUILDING CODE REGULATIONS
SPECS
I
I
n
NEEDED TO SECURE TO
AND PRACTICES MUST BE
---- -- ---—�
,a DOORS
BEAMS ( WALLS. TYPICAL
FOLLOWED ON THIS PROJECT. '
I
FRAMED ROOF ATTACHED
--------
I
EXISTING ROOF. '-
TO�
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1 - ' J
I
EXI5TM
3
INSTALL OPENING ABOVE
I
I I
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-
W ILES.
JOISTS
O
ELEVATOR DOOR FOR
MECFJANICAL ACCESS PER
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uqt
D-
HFG. SPECS..
1
- 1
1 I RECESSED a^ MINI
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ELEVATOR CAR
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-------------------------------------
T2J 2)(10 MIN
'NEW
EXISTING
2ND FLOOR BEAM
n
HEADER
_
NOTE:
ALL WALLS TO BE
CONSTRUCTED AS Tx4. ..
*- OZ. WALKS
O.C.
SE
SEPARATED AT. EACH
ROOK LEVER INK])
2XIOTOP HEADER
W,YD
TOP AND IWTI)
3068 DOORS
EMATEBOTTOM
2X4 FRAME MATERIAL.
HEADER
TO BE USED ONA ALL
FOUR SIDES, BO:TED
DES, 15 -TE
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QU
45 REIRED.
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UST. FLLOOROOR BEAM
(2) 2Xi0 MIN.
-
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` NEW HEADER
—_--
5/8' GALV. THRU
`
SOLID BLOCKI
BOLTS
(2)4X12 MM.
. 2X4P.T
NEW 34EADER
FRAMING
TYPICAL
0
6" oz.
OF EXISTING -
CONC,.5LAB_._
U 5 REBAR TWRJJ 4X6
t 24'W X 8"0 MIN.
SECTION A -A
NOTE :DOUBLE STUD
WALLMAYBE
CONSTRUCTED TO
COVER 8XSPT PILINGS
PER DESIRE OF OWNER
FOR APPEARANCE
PURPOSES _
NOTICE: THIS PLAN 15 :TO
COMPLIMENT AN EXISTING
STRUCTURE: BUILDER/OWNER-
BEARS ALL RESPONSIBILITY TO
ASSURE MEASUREMENTS AND
COMPONENT LOCATIONS MATE
PROPERLY WITH EXISTING
BUILDING CONDITIONS: MINOR
FIELD ADJUSTMENTS MAY BE
REQUIRED. REPORT ANY
PROBLEMS TO ENGINEER FOR
RESOLUTION. ANY APPLICABLE
STATE REQUIREMENTS MUST BE
MET FULLY. CONSULT BUILDING
OFFICIAL OR ENGINEER FOR ANY
CLARIFICATIONS NEEDED FOR
ASPECT OF CONSTRUCTION NOT
ILLUSTRATED SPECIFICALLY ON
THIS DRAWING.
II ELEVATOR I IPg
I I I
J $F
,SECURE JOISTS
TO L
REEdR (TYP) I EXISTING GIRDER OR
1 PILE WANGLE BRACKET
FOUNDATION PLAN �iELEV.AToR PILE/BEAM PLAN
lu SCALE: Nfb SCALE. 1/4'.I'-0'
NOTE: AS$LRB THAT
EXISTING PORCH M.
LEVEL FLOOR BEAM AND
TOP ROOF HEADER BEAM
JS. ADEGUATELY
ATTACHED TO EXISTING
PORCH POST AND HOUSE
WALL WITH (2) 5/8' GALV.
BOLTS AND NECESSARY
ANGLE BRACKETS
SIM11LIAR TO EXISTING
ATTACHMENT OF BOTTOM
BEAM
NOTE:
PROVIDE ADEQUATE ELECTRIC SERVICE
TO EQUIPMENT PER NEC AND NCBC.
ASSURE ELECTRIC SERVICE
INSTALLATION BY -LICENSED ELECTRICAL
CONTRACTORS WHO ARE RESPONSIBLE
TO CONSULT W/SPECS. FOR EQUIPMENT
AND/OR EQUIP. INSTALLERS
STRUCTURAL LOADS:
FLOOR DEAD LOAD - 20 PSF
FLOOR LIVE LOAD - 40 PSF
INT. WALL DEAD LOAD - 5 PSF
EXT. WALL DEAD LOAD - 10. PSF
ROOF LI ✓E LOAD - 20 PSF . .
ROOF DEAD LOAD - 20 P5F
WIND - 130 MPH ASCE 1-05
IT 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR
BUILDER TO CONFORM TO ALL STANDARDS, PROVISIONS,
REQUIREMENTS, METHODS OF CONSTRUCTION AND USES OF
MATERIALS PROVIDED IN BUILDINGS AND/OR STRUCTURES AS
REQUIRED BY N.C. UNIFORM BUILDING CODE, LOCAL AGENCIES
AND IN ACCORDANCE WITH GOOD ENGINEERING PRACTICES.
VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION-
SIDING-OLLNER
CHOICE (TREA
SHEATHING)
e
TYPICAL 2X4 STUL
WALL -TREATED
MATERIALS
BELOW BFE
SIDING PER CODE
NOTE TO BUILDER:
[U ONLY USE MATERIALS BELOW FLOOD
BFE THAT AR EITHER TREATED OR
MOISTURE RESISTANT. VERIFY W/BUILDING
OFFICIAL5
(2) ALL DIMENSIONS ARE SHOW AS
MINIMUM, TO BE VERIFIED BY MFG. AS
ADEQUATE. ADJUST HEIGNT5'AND WIDTHS
TO COMPLIMENT EXISTING FLOOR, ROOF.
OR OTHER EXISTING FEATURES.
1:11
EXISTING
RYPILE5.'
JO5T5
rT)Txee rRax
�Q yJPFPET: LEE ISO G P
YEC6 Fpt LI= "ION
L
a
kLEVATOR_ CAR
ELEVATOR FLOOR PLAN
SCALE: 1/4'.I'-O"
RECE rw
Nov 0 2 2009
DCM WILMINGTON, NC
DETAIL —ND.. 7
DETAIL NO. 8 - GALVINIZED ANGLE HAND CONNECTIONS
GALVANIZED STEEL -
NOT TO SCALE OVERHEAD VIEW BAND/GIRDER
STRAPS, 3/16" THICKNESS
TO GIRDER CONNECTION
18- LENGTH, 2• AND 4'._
S/5'Diw GALV. STEEL BOLTS
-
WIDTHS. SPECIFIED.�1:
SHEATHING
3.5,
RJN SANOrGIRDER
.STRAP BOLT ,
NOTE• ALL GALVINIZED ANGLES TO BE
BOLTS
PATTERN 18' 4'
DECK GIRDER THROUGH EACH FLANGE
TYPICAL
INSIDE VIEW
3.5'
GIRDER/BAND CONNECTION
•.
- 11
1: J
BAND BEHIND
E.T
EXTERIDt SHEATHIN[
NOTE: OTHER BOLT PATTERNS ARE
_
ACCEPTABLE PROVIDED THE BOLT HOLE
DECK GIRDER
--
PATTERN DOES NOT VARY MORE THAN 2'
EALL GAS I TO BE
FROH THAT SHOWN
1/4'X4'%S' LQb 1 5 '
THROUGH: C11C
WESTON LYALL, P.E.
4z 2:
�••
KEIM RESIDENCE
214 HIGHWAY it N. SUITE I
L,
1104 OCEAN BLVD.
HOLLY RIDGE, NC 28445
%
TOPSAIL BEACH, NC -
PHONE: 310-32S-5561
-
'eY-/� [J(�I[1{yJ1''��•
•�i.vINE_ • \
ELEVATOR ENCLOSIIFfc ADD TICK
(ELEVATOR' EC5 BY MRIJ
-
,F�FFIIIIIN��
DATE: 01-08-08
1 SCALE: 1/4'.I'-0'
1 OF 2