03-23 Murphy

Town of North Topsail each 03.23
Issued by DCM Permit Number
LAMA
MINOR DEVELOPMENT
PERMIT
as authorized by the State of North Carolina, Department of Environmental Quality and
the Coastal Resources Commission for development in an area of environment concern
pursuant to Section 113A-118 of the General Statutes, "Coastal Area Management"
Issued to Laura Murphy, authorizing development in the Ocean Hazard (AEC) at 4 Bermuda Landing Way, in North Topsail
Beach, Onslow County, as requested in the permittee's application, dated January 16, 2023, and received on January 24, 2023.
This permit, issued on February 2, 2023, 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: Redevelopment of Impervious Surface — New Addition.
(1) All proposed development and associated construction must be done in accordance with the permitted site plan drawings(s) dated
DCM-MHD CITY January 24, 2022.
(1) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations, applicable
local ordinances, and FEMA Flood Regulations.
(2) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and modification of
this permit.
(3) A copy of this permit shall be posted or available on site. Contact this office at 252-725-3908 for a final inspection at completion of
work.
(Additional Permit Conditions on Page 2)
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 permit must 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
modification not covered under this permit, require further written permit
approval. All work must cease when this permit expires on:
DECEMBER 31, 2026
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.
NC Division of Coastal Management
400 Commerce Ave
Morehead City, NC 28557
PERMITTEE or Authorized Agent
(Signature required if conditions above apply to permit)

Name: Murphy
Minor Permit # 03.23
Date: February 2, 2023
Page 2
The amount of impervious surface shall not exceed 25% of the lot area within 575 feet of Normal High Water (Estuarine
ORW Area of Environmental Concern).
(6) Unless specifically allowed in 15A NCAC 07H. 0209(d)(10), and shown on the permitted plan drawing, all development/construction
shall be located a distance of 30 feet landward of Normal High Water. No portion of the roof overhang shall encroach into the 30 ft.
buffer.
(7) All development shall provide for a buffer zone along the margin of the Estuarine Water which is sufficient to confine visible siltation
within 25 percent of the buffer zone nearest the land disturbing development.
(8) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective sedimentation
and erosion control measures. Prior to any land -disturbing activities, a barrier line of filter cloth must be installed between the land
disturbing activity and the adjacent marsh or water areas, until such time as the area has been properly stabilized with a vegetative
cover.
(9) Any proposed for grading within the 30' buffer from the Normal High Water must be contoured to prevent additional stormwater
runoff to the adjacent marsh. This area shall be immediately vegetatively stabilized, and must remain in a vegetated state.
(10) All graded and filled slopes shall be of a sufficient angle to retain a vegetative cover or other erosion control device or structure.
(11) This permit does not authorize development within any wetlands or open water areas.
(12) Prior to any development, the permittee is required to contact the DCM Field Representative at 252-808-2808 x 211, to mark the
landward edge of the 30 ft. buffer.
(13) All other disturbed areas shall be vegetatively stabilized (planted and mulched) within 14 days of construction completion.
(14) Pursuant to 15A NCAC, Subchapter 7J.0406(b), this permit may not be assigned, transferred, sold, or otherwise disposed of to a
third -party.
(15) The Permittee and/or the Permittee's Authorized Agent shall be responsible for obtaining any and all necessary
authorizations, approvals, or zoning and building permits from the local government having jurisdiction (Town of North
Topsail Beach and/or Onslow County) prior to commencing work.
SIGNATU
PERMITTEE or AUTHORIZED AGENT
DATE:

Murphy Renovation Project
#4 Bermuda Landing
North Topsail, N.C.
Scope: Project consists only of exit steps
and landing
All construction to be in compliance with the 2018
North Carolina Residential Code and all local
codes
NOTES
1. CONSTRUCT STEP RUN
WIDE ENOUGH TO ENSURE
X CLEAR DIMENSION BETWEEN
SIDE RAILING.
2. ALL STEP &LANDING FRAMING
TO BE PRESSURE TREATED
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LENGTH OF LANDING TO BE FIELD
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Grade Level
Step Elevation
1/
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SCOPE OF WORK TO INCLUDE JUST STEPS
& LANDING
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Ralph Gainey
817403-8252
[e-mail]
Murphy Renovation
#4 Bermuda Landing
North Topsail,
N.C.
First Floor Plan
Projed number
Date
1/16/2023
Dr"n by
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#4 Bermuda Landing
North Topsail,
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lev/Foundation/Framing
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1/16/2023
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CBSCBS
Contract/Builder ServicesContract/Builder Services
951 Turner Rd. #312951 Turner Rd. #312
Grapevine, Texas 76051Grapevine, Texas 76051As

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DeVco Build & Design
1213 Culbreth Way
#434
Wilmington, NC 28405
6x6 Pressure Treated post

Power hammer driven

Please see engineer drawing for required depth
4x4 post to be power hammer driven

Please see engineered drawing for correct depth
°°\\\\ntIt11/111!!!!
GENERAL NOTE5: .°` ARgl 1.,
IJ DESIGN CRITERIA: RENOVATION DI5GLAIMER: e.`� pF • ,5/0''y9
ROOF LIVE LOAD 20 P5F THE FRAMING IMPROVEMENTS 5HOHN ON THESE PLANS ARE INTENDED
FLOOR LIVE LOAD 40 P5F SOLELY TO PROVIDE 5TRUCTURAL SUPPORT FOR THE NEW SEAL
GROUND SNOW LOAD 10 P5F RENOVATIONS /ADDITIONS TO THE CURRENT EIILDING. ANALYSIS OF -
EXISTING WALL FRAMING TO REMAIN (TYR) n 1633E
ATTIG LIVE LOAD 20 P5F THE EXISTING BUILDING FOR CODE COMPLIANCE HAS NOT BEEN VOLE
WIND LOAD 145 MPH (A5GE 1-10, R15K GAT. II) BY TH15 OFFICE. FURTHERMORE, WE TAKE IO RE5PON5181LITY FOR ANY
(WIND DESIGN BASED ON NL.RZ, CHAPTERS 3 d 45 - EXPOSURE CATEGORY G) PRE-EX15TIW FRAMING DEFIGIENGIE5, UN -LEVEL FLOOR CONDITIONS, °°
V
SEISMIC, FORGES DO NOT CONTROL LATERAL FORGE DESIGN, WIND FORGES CONTROL DESIGN. OUT OF PLUMB OF WAI.L5, IMPROPER OPERATION OF DOORS 4 T i EXISTING EXTERIOR SHEATHING TO REMAIN
2) CONTRACTOR TO VERIFY ALL DIMEN51O o AND DETAILS ON ORAWIN55 PRIOR TO CONSTRUCTION. WINDOWS, CRAGKiNG OR 5EPARAT10 N OF TRIM AND FIN15H MATERIALS,
3) UNA.=1INLE5 NOTED OTHERWI5E EXISTING WALL FRAMING TO BE REMOVED (SEE PLANS) ! ! 1 Ip
POTENTIAL DETERIORATION OF THE FOUNDATION OR ROOF, HIDDEN Inn J
4J ALL WORK MUST COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA RE5IDENTIAL M015TURE DAMAGE AND ROT, OR ANY UNFORE5EEN PROBLEMS WITH
CODE FOR ONE- AND TWO-FAMILY DWELLINGS (NL.RL). 501L CONDITIONS ON THE PROPERTY. THE CONTRACTOR SHOULD TAKE NOTE.
STEPS TO DOCUMENT AND PHOTOGRAPH EXISTING CONDITIONS OF THE CONTRACTOR MST ENSURE A MINIMUM OF THREE P0R
5) STRUCTURAL FRAME TO BE SHORED AND BRACED UNTIL CONSTRUCTION 15 COMPLETED. GONTRAGTOR TO VERIFY IF STUDS AT CORNER FOR NFJN BEAM SUPPORT --- - - -- -- - - - :[�: OR AT , n .
HOUSE PRIOR TO GOMSTRUGTION IF ANY THE ABOVE IFfIlES ARE G F':,� .
bJ LATERAL RE515TANGE IS PROVIDED BY SHEAR HALLS AND BRACES. DISCOVERED DURING THE RENOVATION PROGE%, THE CONTRACTOR FINISH MATERIAL BY OTl ERS ANY ROT OR DETERIORATION (PROVIDE ADDITIONAL STUDS IF NEEDED) m � � � SEAL
_ -
MUST NOTIFY THE ENGINEER IMMEDIATELY AND TAKE STEPS TO OGGUZ5 AT EXISTING PILE. IF - _ - - - - - - - - - - - - - - - - - - - - - - =0 : : m
PILE FOUNDATION NOTES (AE ZONE): REMEDY THESE CONDITIONS BEFORE CANTINIING NTH CONSTRUCTION.
FIRST TWO NEW STUDS ON. + 50, CONTACT ENGINEER AGAINST _ ::?p-C-4118 \_
1) DRIVE ALL P.T. 8X8 PILES TO THE CAPACITY L15TED ON THE DRAWING U51% AN 'u EXISTING WALL AS 5HOWN 4 ATTACH FIRST ''Ois/ 'T/% CAR \'
1/2' NOM. APA RATED 57RXTURAL WALL Lv °i t� � °°
APPROVED DROP HAMMER OR POWER HAMMER AS PER SECTION 4603b OF THE N.G.RL. x BOLT GIRDERS TO PILES W/ (2) STUD W/ #10 WOOD SGREF 5 ®8" OL. 4 A/ 7 °°
THE MINIMUM EMBEDMENT WILL BE AS REQUIRED TO MIST THE MINIMUM REQUIREMENTS OF SHEATHING ATTACHED W/ 8d NAILS a 3" N 5/8' NIA. THRU BOLTS (TYP) NEW I/2' NO1. APA RATED STRUG'fIA:P"L VERTICALLY W/ 3' MIN. EMBEDMENT fTYPJ °j°° !! eq1°°
CHAPTER 46 OF THE NL.RL. AND TO ACHIEVE THE CAPACITY L15TED ON THE PLANS. OL. ALONG EDGES R 6" O.G. AT WALL SHEATHING ONE 51DE OF WALL NAILED
2) ALL TIMBER PILES TO BE SOUTHERN YELLOW PINE AND PRE55U2E TREATED PER AW A INTERMEDIATE STUDS (TYPI AU
STANDARDS (5EE NOTE #3) PILE CUTOFFS SHALL BE TREATED IN ACCORDANCE WITH AH RA M4.
(EGA PRESERVATIVE TREATMENT SHALL NOT BE U5ED FOR RESIDENTIAL APPLICATIONS)
3) ALL TIMBER PILES MU5T BE PPZ555LIRE TREATED AGGORDING TO THE AWPA U5E GATE60RY SYSTEM,
BASED ON THE INTENDED END-U5E OF THE WOOD PfRODUCT. FOR MOST PILES U5EO IN THE COASTAL
REGION, THE USE GATE6--,ORY DESIGNATION 15 XAC, OR UG5B. GONTRAGTOR TO VERIFY APPROPRIATE
PRESERVATIVE TREATMENT BASED ON THESE CATEGORIES WHEN ORDERING PILES. REFER TO THE
1W IN5TITUE WEB5ITE FOR ADDITIONAL INFORMATION ON AWPA TREATED WOOD U5E CATEGORIES.
4) IT 15 RECOMMENDED THAT A SOILS TEST BE OBTAINED MOT REQUIRED) TO DETERMINE THE
LOADING AND PILE EMBEDMENT REQUIREMENTS AND THAT OVERLB45TH PILE5 ARE INSTALLED
(REQUIRED) TO VERIFY PILE EMIBEDMENT REQUIREMFJNT5.
5) PROVIDE '51MF5ON' P5418 TIE PLATES ON EAGH SIDE OF PILE WHEN MORE THAN 50% OF PILE 15 NOTCHED.
b) CONCRETE COLLAR AND SLAB DESIGN BASED ON ALLOWABLE SOIL PRESSURE OF 1500 PSF
(FIELD VERIFY SOIL CONDITIONS PRIOR TO GON5TRUGTION).
T) WHEN BOTTOM OF GONGRETE COLLAR 15 AT OR BELOW WATER TABLE, PROPERLY DEJNATER
EXCAVATION PRIOR TO POURING CONCRETE.
8) THE FIRST HABITABLE FLOOR MU5T BE ABOVE THE BASE FLOOD ELEVATION. WHEN HEIGHT OF GIRDER 15
GREATER THAN 10'-O' ABOVE GRADE OR CONCRETE SLAB, NOTIFY ENGINEER FOR ADDITIONAL
X-BRAGING REQUIREMENTS. FLOOD VENTS ARE REQUIRED IN WALLS BELOW THE BASE FLOOD ELEVATION,
PILE GAPAGITY NOTE:
PILES MUST 0E DRIVEN TO ACHIEVE THE REQUIRED TONNAGE AS INDICATED
IN THE 5GHEDULE ABOVE, WHIGH MAY RESULT IN PILE5 BEING E43EDDED
DEEPER THAN THE MINIMUM REQUIREMENTS.
CONTRACTOR MUST VERIFY LOCAL BW51ON RATE WITH LAMA AND
PLACEMENT OF HOUSE ON LOT TO DETERMINE MINIMUM EMBEDMENT
REQUIREMENT:
AGGOROI% TO NL.RL. SECTION R460 A - REQUIRED DEPTH OF PILES:
"PILE TIP SHALL EXTEND TO A DEPTH OF NOT LE55 THAN 8 FEET (2435 MM)
BELOW THE NATURAL GRADE OR FIN15HED GRADE OF THE LOT, H41GWVER
15 LOWER ALL PILINGS WITHIN THE OCEAN HAZARD AREA 5HALL HAVE A
TIP PENETRATION OF AT LEAST 5 FEET (1524 MM) BROW MEAN SEA LEVEL
OR 16 FEET (48TT"BELCH AVERAGE ORIGINAL GRADE, WHIGHEVER 15
LEAST. 5TRUGTURE5 WITHIN OCEAN HAZARD AREAS PWI6H ARE PLACED
UPON THE 517E BEHIND A LINE 60 TIMES THE ANNUAL ER05ION RATE AWAY
FROM THE M05T 5EAWARO LIDS OF 5TABLE NATURAL VEGETATION ARE
EXEMPT FROM TH15 ADDITIONAL TIP PENETRATION REQUIREMENT.'
C
EXISTING 8X8 PILE
W/ 8d NAILS ®3' OL. ALONG EDGES d 6° ATTACH SECOND STUD w/ #10 WOOD
NOTE;
O.G. AT INTERMEDIATE WALL5 (TYPICAL) 5GFEH5 o Ib° OL. VERTICALLY A5 SHOaN
ATTACH 5HEATHIN6 TO BTM. OF GIRDERS
AMOUNT OF PILE REMAINING IS
Itz
W/ (2) ROw5 OF 8d HAILS ® 3" O.G.
MORE THAN 50% THEREFORE
- NEW 2X4 WALL FRAMING W/ STUDS 0 16' OL.
H
- °SIMPSON' P540 PLATE5 ARE
aNOT
REQUIRED
PROVIDE MEW 2X4 BLOCKING AT PLYWV.
°
A
(2) 2XI2 GIRDERS
EDGES TOE -NAILED TO WALL FRAMING
F.O. PILE
W/ (2) I6d NAILS AT EA. END (TYPICAL)
�°
OFA.
lo
WALL FRAMING
z
B PLAN VIEWOF NEW WALL TO EXISTING WALL INTER5EGTION
4
51.E 5GALE: 1"=1'-O" EXISTING WALL(5) REMOVED
cV
LL
1
NOTE:
N Z
Q
ALL P.T. 8X8 PILES ABOVE GRADE ARE TO BE INSET
AN I I/2' FROM FACE OF WALL FRAMING 50 THAT
N Q
9) WHEN APPLIGABLE, RD40VE ALL TOPSOIL, ORGANICS, AND SOFT CLAY IN AREAS WHERE FLOOR G0144ER PILES AND PILES WITH INTER5EGTING V
5LAB5 AND FOOTINGS ARE TO OCCUR AND AL50 5-O' BEYOND EACH 51PE OF BUILDING FOOTPRINT. GIRDERS WILL NOT 13E NOTCHED MORE -THAN 50% z°
10)PROOF ROLL EXP05ED 5UBGRADE WITH A 3 TON VIBRATORY ROLLER MAKING 3 PA55B IN EA. DIRECTION. AND REQUIRE 054MPSON" P5418 PLATES. u
IIJ BACK FILL WITH GLEAN SELECTED FILL COMPACTED IN 8" LAYERS TO 98% OF MAXIMUM OEN5ITY E m
AT OPTIMAL M015TLIRE GONTE Nf (A5TM D-bqb). I� rl
12) WHEN THE SPECIFICATIONS OF NOTE 10 ARE NOT REQUIRED, AND THE SLAB OR FOOTING 15 BEING 2
BUILT ON EXISTING GLEAN SAND, THE EXISTING 5AND SHOULD BE GRADED A5 REQUIRED AND ATTACH 5EGOND 5TUD W/ #10 WOOD 0GOMPAGTFD TO ACHIEVE 98% MAXIMUM DENSITY AT OPTIMAL M015TURE GONTENT (A5TM O-698). E PLAN VIEW OF PILE NOTGH 5GR&5 ® Ib' OL. VERTIGALLY A5 SHOWN is "� is13) WHEN THE CODE PERMITS, THE 6 MIL. POLY VAPOR BARRIER UNDER THE SLAB MAY BE OMITTED. - - \ ! f y
PROVIDE FIRST TWO NEW STUDS AGAINST V
14J PILE INSTALLER SHALL KEEP DETAILED LOG DATA DURING INSTALLATION OF PILES 50 THAT S 1 , O SCALE: I "= I'-O" PROVIDE NBA 2X4 BLOCKING R MING EXISTING WALL AS 5HOH N a ATTACH FIRST _
ENGINEER GAN VERIFY THAT PROPEL BEARING CAPACITIES PERE REAGHED. LOG DATA SHALL EDGES TOE -NAILED TO WAIL FRAMING R
STUD W/ #10 WOOD SGREPS ®8° O.G.
INCLUDE WEIGHT OF HAMMER, HEIGHT OF FALL, APPROXIMATE DEPTH OF PILE, AND PILE W/ (2) Ibd NAILS AT EA. END (TYPICAL) (Q N
MOVEMENT PER BLOW IN INCHES (AVERAGED OVER 10 BLOY0. 3" EXISTING WALL FRAMING (TYR) O c
FEW 2X4 WALL FRAMING W/ STUDS 16' VERTICALLY IN 3' MIN. EMMBFDMEN7 (TYR) N
®OL. �
A, _
STRUGTURAL TIMBER of HARDWARE NOTES: (M1 W 'G �.
1) LUMBER SHALL BE AS FOLLOWS: #2 KD SOUTHERN YE LON PINE (OR BETTER) FOR PLATES, � '\w O
JOISTS, AND RAFTERS. STUDS MAY BE SPRUGE PINE FIR #2 KD (OR BETTER). IF OTHER SPECIES + tA Will
OF WOOD ARE U5ED, THEN HURRICANE GLIP5 AND HA%ER5 MAY NEED TO BE INGREA5EO IN 51ZE.
ALL GIRDER5, BEAMS, AND HEADERS ARE TO BE #1 5OU7HERN YELLOW PINE OR BETTERNOTE: Q) m
2) ALL NAIL SIZES AND NUMBER REQUIRED MAY NOT BE SHOWN. SUFFICIENT NAILING 5HALL BE 3 JOISTS ARE NOT 5Hi0HA1
REQUIRED TO DEVELOP JOINT STRENGTH. FOR GLARITY (SEE FLAW NBN I/2' NON. APA RATED STRUCTURAL EXISTING EXTERIOR SHEATHING �.
low
3) ALL HARDWARE SHALL BE HOT -PIPPED GALVANIZED IN ACCORDANCE WITH A5TM A153 AS !I! WALL SHEATHING ONE 51DE OF WALL NAILED
APPLICABLE. (IN COASTAL REGIONS COMPLY W/ TABLE 4bO55) AND ALL J015T HAIWA R5 IN W/ 8d NAILS ® 3' OL. ALONG EDGES S 6'
CONTACT WITH PRE5`9JRE TREATED WOOD SHALL BE 451MP50N' Z-MAX GALVANIZED. '. OL. AT INTERMEDIATE WALLS (TYPIGAU �i •
BOLT GIRDERS TO PILES W/ (2) i W C7
4) LUMBER LE% THAN 1N ABOVE GROUND AND LUMBER EXPOSED TO REACHER SHALL BE TRIM BOARD BY CONTRACTOR 5/5' VIA 11-ft BOLTS (TYR) ' y
PRESSUURE TREATED WITH AGO 025 LB5/GF NET RETENTION (LUMBER IN CONTACT WITH GRADE �
SHALL BE PPE59 RE TREATED WITH AGO OA LB5/GF NET RETENTION). e
5) LAMINATED VENEER LUMBER (LVL) SHALL BE AITG STRUCTURAL GLUED TIMBER, ARGHITEGTURAI- NEW P.T. 6Xb PILE .3
rA PLAN VIEW OF NEW WALL TO EXISTING WALL INTERSECTION
GRADE SOUTHERN YELLOW PINE "LOUI5IANA PACIFIC" GANGLAM 2950 Po-2.0E, °B015E CASCADE' Bi 'c
VER5A-LAM 3100 Fig, OR EQUAL AMOUNT OF PILE REMAINING 15 E
6) U5E A51M A301BOLTS WITH NUTS AND WA6HER5 FOR ALL TIMBER CONNECTIONS AND Ibd � MORE THAN 50% THEREFORE S 1. 0 5GALE: 1 "= I'—O" EX 15TI NG WALL(5) REMAIN Z ,�
NAILS FOR BEAM GONNEGTION5. IF GUN NAILS ARE USED FOR 12d OR Ibd NAIL CONNECTIONS AS '51MP50N' P5418 PLATES ARE m
SPECIFIED ON PLAN, CONTRACTOR MUST PROVIDE 1/3 MORE NAILS, OR REOUGE 5PAGING BY 2/3 NOT REQUIRED i 2 �
7) NAIL ALL EXTERIOR 1/2" NON. APA RATED 5TRUCTURAL WALL SHEATHING WITH 8d NAILS AT 3- OL.
ALONG SHEATHING EDGES AND 6" O.G. AT INTERMEDIATE WALL FRAMING (UNLESS NOTED OTHERN50 GIRDERS (5EE PLAN)
8) U5E (2) "51MP50N" H2.5A HURRIGANE CLIPS AT EACH RAFTER (TYPICAL UNA) F.O. PILE
`I) ALL EXTERIOR WALLS SHALL BE FRAMED AS FOLLOWS (UN.OJ:
U5E 2X45 ® 16' OL. FULL HEIGHT WHEN UNBRAGED LENGTH 15 LE55 THAN 10'-0' F.D. GIRDER
USE 2Xb5 ® 16"OL. FULL HEIGHT WHEN UDERAGED LENGTH 15 10'-0" - 12'-O"
U5E (2) 2X65 a Ib" O.G. FULL HEIGHT WHEN UNBRAGED LENGTH 15 12-0' - 14'-0'
USE 2XW5 ® Ib' OL. FULL HEIGHT WHEN UNBRAGED LENGTH 1514'-O" - 1V-0° CL
CONTACT ENGINEER WHEN UNBRAGED LENGTH 15 GREATER THAN 1b'-O" a NOTE: M
IO)ALL HEADERS TO BE (2) 2XI0'S (U.ND) p ALL 6Xb PILES ABOVE GRADE ARE TO BE IN5ET CD
11) PROVIDE A MINIMUM OF (2) STUDS BELOW EACH 51DE OF '2X" BEAMS AND A MINIMUM OF 'i AN 1 1/2' FROM FACE OF FRAMING 50 THAT
(3) SCUDS BELOW EACH 51DE OF LVL BEAMS. GORNER PILES AND PILES WITH INTERSECTING
I. GIRDERS WILL NOT BE NOTCHED MORE THAN 50% cm G
CONCRETE NOTES: AND REQUIRE 'S1MP50Nt� ' P5415 PLATES. - t>
O
1) CONCRETE 6OMPRE551VE STRENGTH AT 28 DAY5: Z a
HALLS, FOOTINGS, GRADE BEAMS, 5LAI35 °"GRADE 3000 P51 rD PLAN VIEW OF PILE NOTCH AT DECK _ m
BEAMS, COLUMNS, STRUCTURAL SLABS, AND GIRDERS 4,000 P5
LIGHTPEIGHT CONCRETE 3,000 P51 �� i� EXI5TIMG CONCRETE 1 O
2J GONGRETE REINFORGI% STEEL. TO BE A5TM Afi15, GRADE 60 AND HELPED WIRE FABREG S 1 .O 5GALE: 1 = 1'-0 SLAB TO REMAIN ;'' -5TO BE A51M A05.
3J MINIMUM COVER AROUND REINFORCING BARS FOR GA5T-IN-PLACE CONCRETE (NON-PRE5TRE55ED) 1 =
CAST AGAINST EARTH, 5UGH A5 FOOTINGS 3'
EXPOSED TO WEATHER d 5LA65 ON GRAVE* 1 1/2" IF SETTLING 15 OBSERVED AT EXISTING
NOT EXP05EP TO HEATHER OR IN CONTACT WITH GROUND = 3/4" PILE5' PROVIDE NEW GONGRETE
aFe�nc, rionFvt �ni nnr, in° COLLAR PER DETAIL Cl NO �l
• #5 OR SMALLER REINFORGING (21 COVER 15 REQUIRED FOR LARGER REINFORC,1%)
40
PILE CAPACITY SCHEDULE
■ O
4) DOWEL5 AND CONT. REINFORCING SHALL HAVE A MINIMUM LAP OF BAR DIAMETERS OR 2'-1"
MINIMUM, UNA. PROVIDE HOOKED BARS AT CORNERS OR INTBtSFLTIONS. (SEE MASONRY NOTES
INFILL PY HEW 4' NON-5TRUGTUZAL CONCRETE
SLAG POURED ON TOP OF 4" MIN. GLEAN SAND
A
~ 1L 0:
MARK
TONNAGE REQ'D.
AMOUNT
FOR LAP SPLICE REQUIREMENTS IN MASONRY)
6 J RFORCFD CCNJGRFTF WDR SHAH INFORM TO THE Air EDITION of BUILDING GORE
FILL (GOMPAGT 5U3GRADE TO 98% MAX.
DENSITY AT OPTIMUM MOISTURE CONTENT)
S3.0 EXISTING 8X8 PILES TO
REMAIN SHOWN THS�
G►\ 4) co
�+
P4
4 TONS
s
CD
REQUIREMENT5 FOR 5TRUG-TURAL CONCRETE (AGI 318). `
PROVIDE 1/2'EXPAN51ONJOINTS BETHEENNEW------- --------------------- ^ :/i
7J PROVIDE GLA55 B BARS AND MESH SUPPORTS. UNFILLED CONCRETE AND EXISTING CONCRETE PILE L06 NOTE' ■
AND PILE (TYPICAL.) PILE INSTALLER SHALL KEEP DETAILED LOG DATA T
DURING INSTALLATION OF PILES 50 THAT ENGINEER �` _
EXISTING P.T. aXa PILE CAN VERIFY THAT PROPER BEARING CAPACITIES O ! , -2 CD
EXISTING CONCRETE SLAB (GUT EXISTING CONCRETE WERE REACHED. LOG DATA SHALL INCLUDE WEIGHT v W r
ENGINEER RE5PON51BLE FOR ALL 5TRUGTVRAL COMPONENTS ON BACK AS REQUIRED 70 INSTALL NOTE: SLAB TO REMAIN OF HAMMER, HEIGHT OF FALL, APPROXIMATE © Q
THIS DRAWING. ALL DIMENSIONS AND DETAILS MAY NOT BE NEW CONCRETE COLLAR) TH15 DETAIL 15 INTENDED FOR ADDITIONAL SUPPORT AT IF 5ETTLINC7 15 1 DEPTH OF PILE, AND PILE MOVEMENT PER BLOW IN d
SHOWN AND ARE THE RESPONSIBILITY OF THE DESIGNER AND EXISTING PILE IF SETTLING 15 OBSERVED FROM NEW ADDITION B OBSERVED AT EXISTING I INCHES (AVERAGED OVER 10 BLOWS).
CONTRACTOR CONTRACTOR 15 TO VERIFY WITH ENGINEER ANY (C.ONTRAGTOR TO VERIFY IF ANY ROT OR DETERIORATION r PILE, PROVIDE NEW y -
1616
ADDITIONAL DETAILS REQUIRED FOR CONSTRUCTION. APPROX, GRADE OCCURS AT EXISTING PILE. IF 50, CONTACT ENGINEER) 54.0
CONCRETE CALL -APR 1 CONTRACTOR TO VERIFY IF ANY RUT OR m
/� �,� �` /1 PER DETAIL G/ 51A DETERIORATION OGGUR5 AT EXISTING \ d GO
/ ........... /�/ AT EACH BAR THAT PENETRATES PILE, GOAT THE PILE. IF 50, CONTACT ENGINEER PILE INSET NOTE:
�FIRST V WITH BITUMINOUS PAINT TO RESIST ALL HEW PILES ARE INSET FROM OUT5IDE FACE OF 0
FRAMING A DIMBLSION OF 1 1/2'50 THAT CORNER ..► d?
GORRO ION (W NOT GOAT MORE THAN 2' 50 PILES AND PILES WITH INTER5EGTiNG GIRDERS WILL
i /i /{ \ 3 3 �i �//�i THAT CONCRETE GAN BOND WI1" RE13AW Q ; ---- NOT BE OVER NOTCHED AND REQUIRE P5418 RATES. tp
CONTRACTOR TO 5HORE AND �j / j�/j�j / /j i OUTLINE OF EXISTING PLIES MAY BE PUSHED OUT FLUSH W/ FACE OF FRAMING
/�i� /�i�i�/ /�/�i �/ /�i�i�i�/i �i�i��/�/�/�/ - HVAG PLATFORM
BRAGS EXISTING STRUCTURE 4 ABOVE TO REMAIN BUT TEN ALL CORNER PILES AND PILES WITH p ti
WELL COMPACTED GRADEJ/��x �ii/�(4) #55 THRU PILE (2 EACH WAY)INTERSEGTNG GIRDERS WILL BE NOTCHED MORE 1}IANDURING ENTIRE RENOVATION/, T/ //�<P4 IF 50%AND HILL REQUIRE P541a PLATE5 PER CODE.oii>ii>iTii.: -^ i>ii?ii?iTii,. (8) #45 IN CONG. FOOTING (4 EACH WAY) a _ LINE OF NBN DECK r
■ i OR (b) #55 IN GONG. FOOTING (3 EACH WAY) L ___ ____ J FRAMING ABOVE
z SYMBOL LEGEND O o
3'-0° dla. X I'-0' dp. CONCRETE � IS'-8-" +/- (OVERALL FRAMING DIMEN510N) I di
COLLAR ARNO. PILE _
- _ HEW P.T. PILE A7 - - ® HEN P.T. bX6 PILLS (TYP. -SEE PLAE� N
r --- --- STAIR LANDINOI NGS (TYPJ Sa.O ti
Y-O' P4 P4 Ii ® EXISTING 8X8 PILES TO REMAIN (5EE PLAM!) Le)
0 12 3,�.
v
`a'--- LINE SHOWN THUS THROUGH THE CENTER LINE OF
P4 P4 i 8X8 PILES INDICATES THAT THF5E PILES ARE IN
ALIGNMENT W/ EACH OTHER CHECK ALL PILE
4'-0' II' 8�" DIM8510N5 GAREFAU.Y PRIOR TO CONSTRUCTION.
C TrPI GAL 3'-o HH GONG. COLLAR OPTION PILE FOUNDATION PLAN • SCALE:114" = V-ON' p
S1.0 5GALE: I"=I'-O"
(SHOWING CONCRETE SLAB)d-
m
q s

14,
AD.IAGENT HEATED SPACE AND DECK
BELOW HAVE NOT BEEN VERIFIED AND
ARE 5HOW4 FOR REPRE5BTATION ONLY
EXI5TIN5 P
TO REMAIr
B
S4.0 NEW 2X4 It
FRAMING P
IR51- TWO NEW STUDS AGAINST
ALL. ATTACH FIRST 51UD N/ #10
EN5 a 8" O.G. VERTICALLY W/ 3' MIN.
T. THEN, ATTACH SECOND STUD PV #10
EW5 a 16" OL. VERTICALLY (TYP)
HEATED SPACE AND DECK
/E NOT BEEN VERIFIED AND
N FOR REPRESENTATION ONLY
A
5 CEILING FRAMING PLAN • SCALE: 1 i4gg = 1 '-o'�
(SHOWING SECOND LEVEL WALLS)
III A55UMED EXISTING III
GIRDER5 TO REMAIN
iii z Q iii z
III H � Ili 1- E
III N 111 N
w o iii w o
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iii EX15TINO FLOOR FRAMING iii ASSUMED EXISTING
ASSUMED EXISTING III i� GIRDERS TO REMAIN
VERIFIED AND
6IRDER5 TO REMAIN REMAIN ND 1 NOT BEEN
----------- VIS SHOWN ( ___-- --
-------------- FOR REFERENCE ONLY
ITr'==-------__
ADJACENT DECK AND HEATED SPACE
HAVE NOT BEEN VERIFIED AND ARE
SHOWN FOR REPRESENTATION ONLY Will iii n
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GIRDER5 TO REMAIN GIRDERS TO REMAIN
EXTEND NEN WALL SHEATHING FROM ABOVE — — — — — — I -=--------------------------------------------
TO BOTTOM OF NEW BEAMS AND ATTACH WITH m40
TWO ROWS OF bd NAILS a 3" OL. (TYPICAL) iii �ATTAGH NEN FLOOR JOISTS TO I I I
EXI5TIN5 GIRDER PV (1) I I I
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LL HANGER AT EACH J015T (TYPJ g iii N
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PILES ARE TO 13E INSET 1 1/2' FROM FACE OF EXISTING 8X8 PILES TO i{ `\ ii A55UMED EXISTING
6IRDER5 50 THAT PILES WILL NOT BE OVER REMAIN SHOWN THI15�' - - NEN (2) 2X!2'5 FBI GIRDER5 TO REM0
NOTCHED AND REQUIRE STRAPS. ATTACH 1 ________________________----- _%_____
----
GIRDERS TO PILES W/ (2) 5/8° DNA. HDb. THRU 11I r. 'I II I /
BOLTS PER CONNECTION (TYPICAL, U.N.OJI
NOTE' niii o iii �EXISTIII6HVAG III z
ALL PILES THAT ARE NOTCHED MORE THEN 50% 4 g ® PROVIDE CONTINJX)115 P.T. PLATE"
u u� III a
WITH TWO PERPENDICULAR 6IRDER5 WILL REQUIRE lier� iii 2X2 LEDGE STRIP WITHTO Ft8.1AIN 1110
(4) R51MP50NO P5418 STRAPS. ALL INTERMEDIATE \ (3) 55. Ibd NAILS AT
_ _ _ FAGH J015T OR HDb. I11 z
PILES WHERE NO GIRDER INTERSECTION OCCURS, = III
(2) 2X85 RJ! H HANGERS AT EACH DECK ,
AND ARE NOTCHED MORE TEEN 50% WILL REQUIRE NBV P.T. bX6 PILE AT \ 'S1MP50N' LU526 x �
(2) OPPO51% '51MP50N' P5418 STRAPS STAIR LANDINGS (TYP),t---�y J015T AND 'S1MP50N' I I I
I U5210 HANGERS AT
p EACH FLOOR J015T (IYPJ III EXISTING DEGK
---------- 6IRDER5 TO REMAIN
BOLT ANGLE NOTE: —r - — * ` — —
ALL THRU BOLTS AT DECK BAND CONNECTIONS IS +/- WIFY)
SHOULD BE INSTALLED AT AN APPROX. UPWARD
ANGLE OF 10 DEGREE5 TO ENGOURAGE P051TIVE
DRAINAGE OF WATER AND RE515T WIGKING OF ! !
I
MOISTURE INTO FLOOR SYSTEM. (TYPICAL) �_--1-_
-----------
-----1----- -- - - A
S4.0
ADJACENT DEGK AND HEATED SPACE
HAVE NOT BEEN VERIFIED AND ARE
SHOWN FOR REPRESENTATION ONLY
FIRST LEVEL FLR. FRAMING PLAN • SCALE: 1/421 = 1■-0■■
3 (SHOWING PILES AND GIRDERS)
CONTRACTOR TO SHORE AND
BRACE EXI5TING STRUCTURE
DURING ENTIRE RENOVATION
JACK & KING STUD LEGEND
INDICATESOF INDICATE ><OF
JALK 57UD5RCT3V. � Z KING STIRS REQU.
SYMBOL LEGEND
®
INDIGATE5 NEW EXTERIOR WALLS AND INTERIOR
LOAD BEARING NALL5 (TYP. SHOWN SHADED)
®
INDICATES NEW GROUND LEVEL PARTITION NALL5
(T(P. SHOPI N SHADED)
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INDICATES EXISTING EXTERIOR WALL5 AND INTERIOR
LOAD BEARING NAL.L5 (TYP. 5HOWN 5HADED)
HEW BEAM BEARING POINT
X
PROVIDE (2) STUDS BELOW 2X BEAM5, UND.
PROVIDE (3) STUDS BELOW LVL BEAMS, U.N.O.
NEW POINT LOAD FROM ABOVE THAT BEARS OVER
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OTHERWISE, IN WALL BELON POINT LOADS ALONG hV
50LID BLOGKIN6 IN FLR. 5Y5TEM DN. TO FOUNDATION)
INDICATES FRAMI% DIRECTION OF NEW FLR OR GEILIH6
MEMBER5 (SEE PLAN FOR LOCATIONS AND SIZES)
INDICATES FRAMING DIRECTION OF EXI5TINEi FLR
OR GEILING MEMBER5 (SEE PLAN FOR LOCATIONS)
INDICATES NEW HEADERS OVER DOOR OR WINDOW OPE NIN65
— - —
INDICATE5 EXI5TIN6 HEADERS OVER DOOR OR WINDOW OPENINGS
A55WED
EXI5T. BEAM I EXI5T. HDR.
EXISTING GEILIN6 FRAMING
TO REMAIN HAS NOT BEEN
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FOR REFERENCE ONLY —
EXI511N6 WALL
FRAMING TO BE
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53.0 53.0
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APPENDIX M OF NLRL. w p
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NEW 2X4 EXTERIOR WALL FRAMING N ` NEW (2) 2XIO HEADER
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PROVIDE P.T. 6UARDRAIL5 AND NEWEL
POSTS PER CODE (BY CONTRACTOR)
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VERIFY NEW GLO5ET LOCATION
W/ HOMEOhBER (NOT SHOW
CONTRACTOR TO VERIFY NEW BEAM INSTALLATION DOES
NOT INTERFERE MT14 EXI5TINY5 PARTITION FIREWALL.
CONTACT ENGINEER IF NEW BEAM CAN NOT BEAR OVER
EXISTING WALL (VERIFY MININ9IM OF THREE 5TUD5)
CONTRACTOR TO RIPP TOP OF J015T5 TO 1/40 PER FOOT
SLOPE AS 5HOPAI IN DETAIL A/ 53D AND PROVIDE 3/4'
TREATED PLYWOOD DECKING, WATERPROOF MEMBRANE,
P.T. 2X SLEEPERS, AND DEGK BOARDS A5 REQUIRED
EXI5TIN6 WALL FRAMING
TO REMAIN 5HOPUN THY
AD -AGENT DECK AND HEATED 5PAGE
HAVE NOT BEEN VERIFIED AND ARE
SNOMN FOR REPRESENTATION ONLY
L30 CLIP NOTE:
PROVIDE (1) '51MP50N' L30 CLIP ON EACH 51DE OF
THE DBL.JACK STUDS WHERE THEY MEET A
CONTINUITY HEADER AND AL50 AT BA5E OF WALL
(TYPICAL AT INDICATED LOCATIONS ON PLAN)
A SECOND LEVEL FLOOR FRAMING PLAN • SCALE: 1/4" = 1"41
fi
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r INDIGATE5 'USP° STEEL ANGLE LOCATIONS (MUST USE 5/8" DNA. BOLT5)
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INDICATES NEW DROPPED 2X OR LVL BEAM LOGATIO145 (5EE PLAN)
INDICATES NEW FUJ514 2X OR LVL BEAM LOGATION5 (5EE PLAW
EXISTING BX8 PILES TO
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2X OR LVL BEAM LOCATIONS (SEE PLOW
ABOVE HAVE NOT BEEN VERIFIED AND
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ARE S 40M FOR REPRESENTATION ONLY
WALL FRAMING SHOWN THU5
® MEW P.T. bXb PILES (TYP. - SEE PLAN)
® EXISTING 8X8 PILES TO REMAIN (SEE PLAN)
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53.0 ,' PNALL FRAMING SfNOWN TINY
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VERIFY LOCATION OF NEW
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-------------

Locality Permit Number
Ocean Hazard Estuarine Shoreline ORW Shoreline Public Trust Shoreline Other
(For official use only)
GENERAL INFORMATION
LAND OWNER - MAILING ADDRESS
Name ____________________________________________________________________________________________
Address __________________________________________________________________________________________
City _________________________ State _____________ Zip ________ Phone ______________________________
Email ____________________________________________________________________________________________
AUTHORIZED AGENT
Name ____________________________________________________________________________________________
Address __________________________________________________________________________________________
City _________________________ State _____________ Zip ________ Phone ______________________________
Email ____________________________________________________________________________________________
LOCATION OF PROJECT: (Address, street name and/or directions to site QDPH RI WKH DGMDFHQW ZDWHUERG\
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
DESCRIPTION OF PROJECT: (List all proposed construction and land disturbance.) _________________________
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
SIZE OF LOT/PARCEL: _____________ square feet ___________ acres
PROPOSED USE: Residential (Single-family Multi-family ) Commercial/Industrial Other
COMPLETE EITHER (1) OR (2) BELOW (Contact your Local Permit Officer if you are not sure which AEC applies
to your property):
(1)OCEAN HAZARD AECs: TOTAL FLOOR AREA OF PROPOSED STRUCTURE: ______ square feet (includes
air conditioned living space, parking elevated above ground level, non-conditioned space elevated above ground level but
excluding non-load-bearing attic space)
(2)COASTAL SHORELINE AECs: SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT
UPON SURFACES: _____ square feet (includes the area of the IRXQGDWLRQ of all buildings, driveways, covered decks,
concrete or masonry patios, etc. that are within the applicable AEC. Attach your calculations with the project drawing.)
STATE STORMWATER MANAGEMENT PERMIT: Is the project located in an area subject to a State
Stormwater Management Permit issued by the 1& 'LYLVLRQ RI (QHUJ\ 0LQHUDO DQG /DQG 5HVRXUFHV '(0/5"
YES_____ NO_____
If yes, list the total built upon area/impervious surface allowed for your lot or parcel: ______________ square feet.
OTHER PERMITS MAY BE REQUIRED: The activity you are planning may require permits other than the CAMA
minor development permit, including, but not limited to: Drinking Water Well, Septic Tank (or other sanitary waste
treatment system), Building, 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. Check with your Local Permit Officer for more information.
STATEMENT OF OWNERSHIP:
I, the undersigned, an applicant for a CAMA minor development permit, being either the owner of property in 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 or record title, Title is vested in QDPH RI BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB,
see Deed Book BBBBBBBBBBBBBBBBBBBBBB page BBBBBBBBB in the BBBBBBBBBBBBBBBBBBBBB County 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 contract or lease, explain below or use a separate sheet & attach to this application.
NOTIFICATION OF ADJACENT RI3ARIAN 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)
(1) ________________________________________________________________________________________________
(2) ________________________________________________________________________________________________
(3) ________________________________________________________________________________________________
(4) ________________________________________________________________________________________________
ACKNOWLEDGEMENTS:
I, the undersigned, 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 particu-
lar hazard problems associated with this lot. This explanation was accompanied by recommendations concerning stabiliza-
tion and floodproofing techniques.
I furthermore certify that I am authorized to grant, and do in fact grant, permission to Division of Coastal Management staff,
the Local Permit Officer and their agents to enter on the aforementioned lands in connection with evaluating information
related to this permit application.
This the ___________day of _________, 20 ___
____________________________________________________________________________________________
Landowner or person authorized to act as his/her agent for purpose of filing a CAMA permit application
This application includes: general information (this form), a site drawing as described on the back of this application, the
ownership statement, the Ocean Hazard AEC Notice where necessary, a check for $100.00 made payable to the locality, and
any information as may be provided orally by the applicant. The details of the application as described by these sources are
incorporated without reference in any permit which may be issued. Deviation from these details will constitute a violation of
any permit. Any person developing in an AEC without permit is subject to civil, criminal and administrative action.
Laura Murphy
4 Bermuda Landing Pl.
N. Topsail NC 28464
[e-mail]
Devco Build & Design / Anton Devries
1213 Culbreth Dr #434
Wilmington NC 28405 910-515-0737
[e-mail]
4 Bermuda Landing Pl
Remove existing deck and construct a den, den to have exit stairs as shown in plans
1612
Timothy Higgins & Beth Poplin 3 Bermuda Landing Place
Christopher Grimes 5 Bermuda Landing Place
Timothy & Karen Smith 7313 10th Ave
Dawn Murray & Austin Wilder Warner 7114 11th Ave
!"#$%#&'()*+,-.(/0(1+"#$%#&234.40 5
6778 9:8 ;4<1.=
!
8>9 ?*@A4 :BC:D #1AE F ,G0HI.J'21K C<G0<234 5
!
Received From:
Permit No.:
Applicant's Name: IvIIAr
13
Project Address: L/
LI
NC Division of Coastal Management
Cashier's Official Receipt
21579 A B©D
Check No: !,,�/rI r
County: OmI aLi
Please retain receipt for your records as proof of payment for permit issued.
Signature of Agent or Applicant:
Signature of Field Representative:
Date:

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951 Turner Rd. #312951 Turner Rd. #312
Grapevine, Texas 76051Grapevine, Texas 76051 1
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DeVco Build & Design
1213 Culbreth Way
#434
Wilmington, NC 28405
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