Untitled (7)

CERTIFICATION OF EXEMPTION
FROM REQUIRING A CAMA PERMIT
as authorized by the State of North Carolina,
Department of Environmental Quality and the Coastal Resources Commission in an area of
environmental concern pursuant to 15 NCAC Subchapter 71< ' , r NCGS 113A-103 (5) (b) (5) .
Applicant Name 70'-"` "� SJ'ske Phone Number 900 y`{3 11�j
Address -10 CO S',,.s,,Z W A
City S��.s��- e-----State N C- Zip h(o
Project Locatjp�t (County, State Road, Water 0. 4
C.c
Type and Dimensions of Project
6
The proposed project to be located and constructed as
described above is hereby certified as exempt from the
CAMA permit requirements. This exemption to CAMA
permit requirements does not alleviate the necessity of
your obtaining any other State, Federal, or Local
authorization.
elltc. )
� IN G1,
This certification of exemption from requiring a CAMA permit
is valid for 120 days from the date of issuance. Following
expiration, a re-examination of the project and project site may
be necessary to continue this certification.
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Any person who proceeds with a development without the con-
sent of a CAMA official under mistaken assumption that the App1lcaf ' sign e
development is exempted, will be in violation of the CAMA if there
Is a subsequent determination that a permit was required for the ^ ^�
development. CAM fficial's signature
The applicant certifies by signing this exemption that the Z. Z O UZZ _
applicant will abide by the conditions of this exemption. Issuing ate Explr tlon Date

CERTIFICATION OF EXEMPTION
FROM REQUIRING A CAMA PERMIT
as authorized by the State of North Carolina,
Department of Environmental Quality and the Coastal Resources Commission in an area of
environmental concern pursuant to 15 NCAC Subchapter 7K.Z0_)ror NCGS 113A-103 (5) (b) (5)
Applicant Name `Jr' '''�' e"�� `` ` Phone Number
Address cI 0
<-11U L%'�- j j'i
City State f•! L. Zip`f
Project Location (County, State Road, Water Body, etc.);
L
Type and Dimensions of Project r ' {" ` - ''` ' `' `� `"' `� d i a�' c
The proposed project to be located and constructed as
described above is hereby certified as exempt from the
CAMA permit requirements. This exemption to CAMA
permit requirements does not alleviate the necessity of
your obtaining any other State, Federal, or Local
authorization.
This certification of exemption from requiring a CAMA permit
is valid for 120 days from the date of issuance. Following
expiration, a re-examination of the project and project site may
be necessary to continue this certification.
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Any person who proceeds with a development without the con-
sent of a CAMA official under mistaken assumption that the
development is exempted, will be in violation of the CAMA if there
is 'a subsequent determination that a permit was required for the
development.
The applicant certifies by signing this exemption that the
applicant will abide by the conditions of this exemption.
Ap si�ure--
CAMA fficia 's signature
Issuing ate Expi tion Date ;

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: n p7'
Mailing Address: `-,7G O Sin S{ t" 17 e-c►. c..{
'56,As-e7A' a�4t-e-4 /tll-7-frY65-
Phone Number: `'1la - 5'? 5 G QVI-
Email Address:
I certify that I have authorized rDv5 ii,_ '/" ---""4g r-
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: 7' Ae-e c•,n',ha. rS e-
l+lli�� [�S xL G w g4l kw R _t, ca 1614, -e- It le -Oe-rO^ �UA G a �s� a.
C
at my property located at 3 5 5 Ae'-e-f 4?-.eg -z "e-C GS5 o- a.�� h�
in County.
I furthermore certify that l 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.
Property Owner Information:
Signature
Print or Type N me
--t'o VWI -*OM l ^//j(-jYl /f--'6-f -
Title
a , a-7 / aye�(l
Date
This certification is valid through P/tpj

01,
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SHEET
SCALE: V - W
ST-1

NOTCH POST FOR END JOIST
4X4 HANDRAIL POST. BOLT TO
8%e MROLLW END JOIST
WITH (2)%' BOLTS
8X8 POST. TYP
(2YV THROUGH BOLTS
W2 DROPPED
GIRDER TYP
2X10 JOISTS 0 1— O.0
2U DECK BOARDS
1 NOTE ALL LTS BO
FASTEERS TO BE HOT
DIPPED G:ALVAALL
LUMBER TO BE ' P.T T. .YP P.
WALKWAY PLAN
SCALE: 1/4"=1'-0"
3 - TYPICAL STAIR
NU
1 - SECTION
KM
2X8 FIAT
2XB RNL
2X2 HANDRAIL
2X2 FDKETS
2X8 RAIL
2AB DECK BOARDS
A4 HANDRAIL POST,
BOLT TOM THROUGH
END JOIST WITH (2)%'
BOLTS
MV THROUGH BOLTS
U12 DROPPED GIRDER. TYP
BXB POST. TYP
SHEET
S-
NO.
REVISION
TOWN OF SUNSET BEACH
STREET BEACH ACCESS
SUNSET BEACH, NORTH CAROLINA
WALKWAY PLAN & DETAILS
B FLAT
SNAIL
S BLW KS. C ON
:INTER
I HANDRAIL
I PICKETS
B RAIL
B DECK BOARDS
4 HANDRAIL POST.
RT TO BXB THRWGH
ID JOIST WITH (2)%'
)ITS
I{' THROUGH BOLTS
12 DROPPED GIRDER, TYP
B X-BRACE IF BOTTOM OF
1DER HEIGHT EXCEEDS T-0
ONE GRADE. USE is BOLTS
B POST. TYP
DRAWING DATA
DATE: 2/19/20
SCALE: AS NOTED
DRAWN BY: ARM
DESIGNED BY: ARM
CHECKED BY: RPA
PLOT SCALE: WA
CAD FILE NO: ST-1
2X8 FLAT
2X8 RAIL
2X2 PCKETS
2XB RAIL
2X8 DECK BC
A4 HANDRAIL POST.
BOLT TO BULB THROUGH
ENO — VMTH (2)%'
BOUTS
(2 W THROUGH BOLTS
2X12 DROPPED GIRDER, TYP
ME POST. TYP
2 - ELEVATION
NTS
GENERAL STRUCTURAL NOTES
1. NO OTHER PARTY MAY REVISE ALTER OR DELETE ANY STRUCTURA ASPMTS OF
THESECONSTRUCTIONDOCUMENTSWITHWTWRrrTENM MWM OFSUMMITDESIGN
GROUP. INC FROM HERE FORWARD REFERRED TO AS SUMMIT DESIGN.
2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS.
3. SUMMIT DESIGN WLL NOT BE HELD RESPONSIBLE FOR THE CONTRACTORS FAILURE
M CONFORM M THE CONTRACT DOCUMENTS, SHOULD ANY NOHCONFORMMES
OCCUR
4. THE CONTRACTOR SHALL PROVIDE ALL REWIRED TEMPORARY BRACING WRING
CONSTRUCTION TO STABWE THE STRUCTURE.
5. THESE DRAWINGS ARE TO BE COORDINATED WITH ME ARCHITECTURAL, MEGHNDAL,
PLUMBING, ELECTRICAL, AND CIVIL DRAWINGS. THIS COORDINATION IS NOT THE
RESPONSIBILITY OF SUMMIT DESIGN. SHOULD ANV DISCREPANCIES BECOME APPARENT
ME CONTRACTOR SHALL NOTIFY SUMMIT DESIGN BEFORE ANY CONSTRUCTION BEGINS.
B. THE CONTRACTOR SHALL VERIFY ALL ASSUMED MELD CONDITIONS FOR ACCURACY
AND REPORT ANY DISCREPANCIES M SUMMIT DESIGN BEFORE CONSTRUCTION BEGINS.
T. CONSTRUCTION SHALL CONFORM TO ME CUR RENT EDITION OF ME NORTH
CARIMM BUILDING CODE AND ANY LOCAL ORDINANCES.
& CONCRETE SHALL HAVE NORIML W EKNT AGGREGATE AND A MINIMUM COMPRESSIVE
STRENGTH (I ) AT 28 RAYS OF SIMI PSL
D. ALLRENFORCINGSTEELSIWLBEGRADEWMRSCONFOFMNGTOMS M15AND
HAVE A MINIMUM COVER OF T.
10. LAP REINFORCING STEEL AS REWIRED A MINIMUM OF A MR DIAMETERS FOR
TENSION OR COMPRESSION UNLESS NOTED OTHERWISE. SPLCES N MASONRY SHALL
MA MINIMUM OF 48 MR DIAMETERS.
11. STRUCTURAL STEEL SHALL HAVE A MINIMUM YIELD STRESS (Fr) OF 38 KSI.
12 SOLID SAWN WOOD FRAMING SHALL CONFORM TO THE SPECIFICATIONS AS LISTED N
THE NATIONAL FOREST PRODUCTS ASSOCIATION -NATIONAL DESIGN SPECIFICATION FOR
WOOD CONSTRUCTION- (NDS) LATEST EDITION
13. SOLD SAWN WOOD MEMBERS SHALL BE SPRUCE-PNE-FUR n GRADE OR BETTER
UNLESS OTHERWISE NOTED.
14. STRUCTURAL COMPOSITE LUMBER SHALL HAVE THE FOLLOWING MINIMUM DESIGN
STRESSES:
LVL: t•2BWPS1 N.2B5 PSI FP. 750 PSI E. 1.DA ID`B PSI
PSI'. W .2D00 PSI FY • 290 PSI Fc • 750 PSI E • 20 X I" PSI
WULAM:R1.24WPSI F-210PS1 E. 1.8XI"B PSI
15. LUMBER IN CONTACT WITH EARTH, CONCRETE OR MASONRY SHALL BE PRESSURE
TREATED.
16. ALL BEAMS SUPPORTED ON TIMBER FRAMING SHALL HAVE FULL BEARING FOR THE
WIDTH OF THE BEAM ANO BE SUPPORTED BY A MINIMUM OF TWO (2) BINDS. WHERE
DESIGN LOADS
SEMIS BEAR ONTO A WALL PARALLEL M THE BEAM, THE BEAM SWILL HAVE A MINIMUM
BEARING LENGTH OF T.
1. BUILDING CODES
17. STUD WALLS SHALL BE 2KA 9 WON CENTER UNLESS NOTED OTHERWISE.
1.1 NORTH CAROLNA BUILDING CODE 2018 EDITION
I& BFAMS CONTANING MORE THAN 3 PLIES SHALL BE BOLTED TOGETHER WITH (2) V
1.2 NNW DESIGN LOADS FOR BUILDINGS AND OTHER
THRU BOLTS IZ ON CENTER UNLESS OTHERWISE NOTED. MINIMUM EDGE DISTANCE
STRUCTURES, AKE T.
FOR BOLTS IN 2)V. TWO(2) BOLTS SHALL BE LOCATED MINIMUM 8-FROM EACH END,
2. DESIGN LOADS
LOADING CONDITION DEADLOAD LIVE LOAD
ID. ALL PARALLEL NO LOAD BEARING WALLS SHALL BE SUPPORTED BY A DOUBLE JOIST
UNLESS NOTED OTHERWISE
ROOF IO PSF 20 ME
M. CONTRACTOR M PROVIDE LOCKWTS WHEN CELING JOISTS SPAN PERPENDICULAR
WALK UP ATTIC 10 PSF M PSF
M RAFTERS.
CEILING 10 PSF 20 PSF
21. ALL MATERIAL BELOW W THE BASE FLOELEVATION SHALL BE PRESSURE TREATED.
FLOOR 10 PBF 40 PSF
ALL CONSTRCUTION WITHIN A DESIGNATED ROD OZONE SHALL BE CONSTRCUTED INBALCONY
10 PSF NPSF
PLATFORM 10 PSF IM ME
ACCORDANCE WITH LOCAL FLOOD PREVENTION ORDINANCES I N ACCORDANCE WITH
THE MIBNCRESIDENTIALBOLDINGCODE.
ULTIMATE WIND SPEED 150MAI
MATH MINIMUM. PROVIDE BLOCKING AT MD SPANS OF ALL FLOOR FRAMING
23. ASSUMED SOIL BEARING CAPACITY 2000 ME.
ENGINEER
CA
\�
SUMMIT DESIGN GROUP.INc
O SEAL cl�
O 1
STRUCTURAL . CIVIL . MECHANICAL . ELECTRICAL
025488
PT E"cINLLp
PO BOX 995 BLADENBORO. NC 28320
�O
910863-4580
A ARMS
LICENSE C-2585