Cancelled 100-23 Raymond, Christina

DCM Morehead City Sept. 19, 2023
400 Commerce Ave
Morehead City, NC 28557
Re: 700 Serenity Way Shed Application SEP 2 1.
Dear Sir or Madem,
I have enclosed an application for a shed to be placed on my property located at 700 Serenity Way, Sneads
Ferry NC, 28460 in Onslow County. With that, I want to be completely transparent.
I am filing this application AFTER the shed was installed. I know this is a violation of the regulations. I do
apologize, but at my own fault, not being from NC, and relocating from MD in December 2022, 1 trusted and
listened to the business 1 purchased the shed from, as well as neighbors who told me if I was not building a
shed from the ground up, pouring concrete, installing electric, or running a small home business I did not have
to file for an application.
When I found out I was not in compliance, and I did call CAMA as well as Onslow County to verify what I did
wrong, explain the situation and a very nice agent (Kendrick Stanton) gave me the information I needed to
move forward with the application and a field agent went over my land plot with me, because I was not aware
of a buffer line. It has taken several weeks, because we did move the shed a second time (forward in my side
yard and away from a wet land buffer zone) and getting someone out took a bit. Again I had no idea about the
zone and just trusted what I was told by the developer and home agent as to where 1 could put the shed.
When we originally had the shed placed on the property, our adjacent next-door neighbor at 702 Serenity way
was not in her home. So, in the letter 1 wrote to her and hand delivered, I explained the situation as to why we
are asking after the shed has been there, and as you can see in the copy of the letter to her, I state it in there as
well.
The pictures attached in this package show the current placement. I am hopeful this placement will be in
compliance so I can get some sleep at night. As I am learning a lot of hard lessons here lately. If anyone would
like to speak in person, please call or text 301.542.3149 or I am always on email [e-mail] I can also
provide any pictures needed for reference. I do understand someone will come out and I do not need to be
home.
I have enclosed a check for$100 as the application fee. But I fully accept responsibility for not knowing what I
needed to do in the first place, and should there be a fine accessed, I understand. Please let me know and I will
pay that fee as well.
Thank you for your time and consideration.
Best( Nc`_
Christina Raymond

RECEIVE.
Locality Permit Number 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
Ocean Hazard Estuarine Shoreline ORW Shoreline Public Trust Shoreline Other treatment system),Building,Electrical,Plumbing,Heating and Air Conditioning,Insulation and Energy Conservation,FIA
(For official use only) Certification,Sand Dune,Sediment Control,Subdivision Approval,Mobile Home Park Approval,Highway Connection,and
others.Check with Your Local Permit Officer for more information.
GENERAL.INFORMATION STATEMENT OF OWNERSHIP:
LAND OWNER-MAILING ADDRESS 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
Name \ t1 a listed as landowner on this application has a significant interest in the real property described therein.This interest can be
Address 1 0 o Se t l 2 a described as:(check one) ` /
City S Yet Ab)T Cr y '---State e _Zip 2 �Phone `JlJ �l�2 3 1� 1 _an owner or record title,Title is vested in name of ft t I S f1c�li 9(,rl r rortAhr )�i�++rt�Ifvl/GYt /�ti�nrn,>'
r m �" e Q ' ' �+�Ue ( CM see Deed Book —7.9 page t i 1 y in the C 4i 4 County
Email Registry of _!
_an owner by virtue of inheritance.Applicant is an heir to the estate of
AUTHORIZED AG ENT
(( ;probate was in County.
Name )Q T A.� V1n[��(�
- _if other interest,such as written contract or lease,explain below or use a separate sheet&attach to this application.
Address 1 C)0
+ ` 5�� �� !t NOTIFICATION OFADJACENT RIPARIAN PROPERTY OWNERS:
City Y�C p Fe T Y v\ State C Zip ahone I I furthermore certify that the following persons are owners of properties adjoining this property.I affirm that 1 have given
Email�� ��. f l,11i�' L C' ACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for a CAMA pemrit.
(Name) (Address)LOCATION OF PROJECT:(Address,street name and/or directions to site;name of the adjacent waterbody.) (1) QL1 1L yl e l l w -1 G Z S F Y L'h I Lu e/PrL r S I l da (/ , .Y)41 A C Z f yb o
lei 0 ('� SzYe icy Snail., �Ycrrw f�C- C) (2)
DESCRIPTION OF PROJECT:(List all proposed construction and land disturbance.) Z- ACKNOWLEDGEMENTS:
l 11 L S{ 1,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-
i far hazard problems associated with this lot.This explanation was accompanied by recommendations concerning stabiliza-
SIZE OF LOT/PARCEL: _a9�lgc square feet r\0 O acres lion and floodproofing techniques.
PROPOSED USE:Residential (Single-family Multi-family O) Commercial/industrial 0 Other 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
COMPLETE EITHER(1)OR(2)BELOW(Contact your Local Permit QBu:er ifyou are not sure which AEC applies related to this permit application.
to your property):
This the Q day of 20 2�
(1)OCEAN HAZARD A ECs: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) Landowner or petdon au onzed to act as his/her agent for purpose of filing a CAMA permit application
(2)COASTAL SHORE E AECs:SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT This appUcatlon includes.general information(this form),a site drawing as described on the back of this application the
UPON SURFACES:Vosquare feet(includes the area of the foundation of all buildings,driveways,covered decks, ownership statement,the Ocean HatardAFO Notice where necessant a check for$10000 made payable to the locality,and
concrete or masonry patios,etc.that are within the applicable AEC.Attach your calculations with the project drawing.) a information as m be provided oral b the applicant The details o the application as described b these sources are
any +1F ciJ' P orally Y PP f PP Y
STATE STORMWATER MANAGEMENT PERM17:Is the project located in an area subject to a State incorporated without reference in any permit which may be issued Deviation from these details will constitute a violation of
Stormwater MenagerPant Permit issued by the NC Division of Energy,Mineral and Land Resources(DEMLR)7 any Permit.Any person developing in anAFC without permit is subject to civil,criminal and administrative action
YES NO-1}�)= T �bc nGIr b01l'ekiL Cc ba+ in CaiX4.
if yes,list the total built upon area/impervious surface allowed for your lot or parcel:5 t 6 0 square feet.

SITE DRAWING/APPLICATION CHECKLIST yy
Please make sure your site drawing includes the following information required for a CAMA minor development permit. `d
The Local Permit Officer will help you,if requested. r
APPLICATION FOR
PHYSICAL DIMENSIONS 1__ :
H
Label roads CAMA MINOR z
_Label highways right-of-ways
Label local setback lines nagement DEVELOPMENT
_Label any and all structures and driveways currently existing on property
Label adjacent waterbody ENVIRONMENTAL QUALITY
PHYSICAL CHARACTERISTICS PERMIT
_Draw and label normal high water line("contact LPO for assistance) In 1974,the North Carolina General Assembly passed the Coastal Area Management Act
Draw location of on-site wastewater system (CAMA)and set the stage for guiding development in fragile and productive areas that
If you will be working in the ocean hazard area: border the state's sounds and oceanfront Along with requiring special care by those who
Draw and label dune ridges(include spot elevations) build and develop,the General Assembly directed the Coastal Resources Commission
_Draw and label toe of dunes (CRC)to implement clear regulations that minimize the burden on the applicant
Identify and locate first line of stable vegetation(contact LPO for assistance)
_Draw and label erosion setback line(contact LPO for assistance) This application for a minor development permit under CAMA is part of the
_Draw and label topographical features(optional) Commission's effort to meet the spirit and intent of the General Assembly.It has been
designed to be straightforward and require no more time or effort than necessary from
If you will be working in a coastal shoreline area: the applicant.Please go over this folder with the Local Permit Officer(LPO)for the
_Show the roof overhang as a dotted line around the structure b locality in which you plan to build to be certain that you understand what Information he r
_Draw and label landward limit of AEC or she needs before you apply. yy
_Draw and label all wetland lines(contact LPO for assistance) cr t
_Draw and label the 30-foot buffer line -� m Under CAMA regulations,the minor permit is to be Issued within 25 days once a
DEVELOPMENT PLANS complete application is in hand.Often less time is needed If the project is simple.The
rn process generally takes about 18 days.You can speed the approval process by making
_Draw and label all proposed structures I f i 4 certain that your application is complete and signed,that your drawing meets the
Draw and label areas that will be disturbed and/or landscaped = specifications given inside and that your application fee is attached.
Note size of piling and depth to be placed in ground
Draw and label all areas to be paved or graveled Other permits are sometimes required for development in the coastal area.While these
Show all areas to be disturbed are not CAMA-related,we urge you to check with the Local Permit Officer to determine
_Show landscaping which of these you may need.A list is included on page two of this folder.
NOTE TO APPLICANT
We appreciate your cooperation with the North Carolina Coastal Management Program
Have you: and your willingness to build in a way that protects the resources of our beautiful and
• completed all blanks and/or indicated if not applicable? productive coast
• notified and listed adjacent property owners?
• included your site drawing? Coastal Resources Commission
• signed and dated the application? Division of Coastal Management
• enclosed the$100.00 feel
• completed an AEC Hazard Notice,if necessary?(Must be signed by the property owner) y
FOR STAFF USE n
CA
Site Notice Posted_Final Inspection,Fee Received El
Site Inspections n
zmti
O �rC:„
�0
Date of Action:Issued Exempted Denied _Appeal Deadline(20 days from permit action) DCM Form E81952-2015/Revised

AC+�NRlCCONDITIONING UNIT �.`` CA '4,� THIS EXHIBIT MAP IS OF AN EXISTING PARCEL
SOC-BACK OF CURB �.`1(��� R0�/'''. AA NEW SOR STTREET OR CHANGE AN EXISTIN OF LAND AND DOES NOT G
OW-CONC DRIVEWAY �� oFESSi0 'L STREET.
ES-ELECTRIC BOX Y� 9;
EOP-EDGE OF PAVEMENT R S[A L r
P-PATIO = JLEA
PO-PORCH = L-3640 _ DB FLOYD, PLS L-3640 DATE
SCO-CLEANOUT �y 0" `
Oy 0 TP=TELEPHONE PEDESTAL '�.O SURGE{ THIS MAP IS ONLY INTENDED FOR THE PARTIES
F '.,'9(. O'�`�� AND PURPOSES SHOWN. THIS MAP IS NOT FOR
,o WMoWATER METER O'B'1F�,,�� RECORDATION. NO TITLE REPORT PROVIDED.
O" •f, 0 IRON PIPE FOUND BOOK�
0 IRON PIPE SET i on am`o�°`ro,i orwm w uz wsn nn
0 NAIL SET f.�r ws,wa m eswnm uwr we mos.=rim
VICINITY MAP (NTS)
IMPERVIOUS AREA S wawec OWMrVwK®VAo=
HOUSE 2,310 SQ.FT. ww—4,.oAX,wW A wrC,cW„o,r s.■s[iaaec.BOn,Brow uaw®.na.a'-ac_ui
DRIVE TO R/W 570 SQ.FT.
WALK 48 SQ.FT.
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:e o�•,�••i.wue o�.�,�m,,,,L••
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TOTAL 3,028 SQ.FT. or�w s c"c"m o,K
SETBACKS PER Kawas rwramr vwac®rwmn
P.B.78. PG. 194
FRONT 25'
SIDE 8'
REAR 15'
SIDE STREET 20'
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September 1, 2023
Diane M Kelly
702 Serenity Way
Sneads Ferry NC, 28460
Dear Ms. Kelly,
We; Christina and Jeff Raymond of 700 Serenity Way, (your next-door neighbors) are making this formal
notice/request to you, in compliance with the NC CAMA Minor Permit application for instillation of a personal
use shed on our property. Your name and address were obtained via the CAMS HOA neighborhood directory.
As you know, we have a shed in our yard. When we initially closed on our property in December of 2022 and
applied for the shed via the HOA/CAMS portal, you were not living in your home next door at 702 Serenity
Way, so we did not at the time have a neighbor to ask or advise of our plan. We would now like to finish the
process and give you notice of our application with Onslow County, NC.
Shed is/will be on the right side of our house which is next to your side yard. Grey in color and 12 x 24 in size.
Please see enclosed picture of shed location inside our fence.
We kindly ask that you please fill out the second section of the attached Adjacent Riparian Property Owner
Notification (Minor Permit) and return mail it to the DCM office at 400 Commerce Ave, Morehead City, NC
28557.We have provided a stamped and DCM office addressed envelope for your ease of return.
Thank you in advance for your time. Any questions please let us know.
Out best,
1 r r
Christina and Jeff Raymon
Tf ��
.a

September 1, 2023
(your next-door neighbors) are making this formal
MA Minor Permit application for instillation of a personal
ire obtained via the CAMS HOA neighborhood directory.
Syr% -litially closed on our property in December of 2022 and
00 here not living in your home next door at 702 Serenity
!� �C or advise of our plan. We would now like to finish the
)nslow County, NC.
s next to your side yard. Grey in color and 12 x 24 in size.
ur fence.
v lion of the attached Adjacent Riparian Property Owner
v G DCM office at 400 Commerce Ave, Morehead City, NC
#addressed envelope for your ease of return.
lease let us know.
��aa Vv
9
t
LL

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION (MINOR PERMIT)
CERTIFIED MAIL, RETURN RECEIPT REQUESTED or HAND DELIVERED
\\ —r Date
Name of Adjacent Riparian PropertyM&rner
1GZ Seden\ w
Address �—
Sr�ei,,c40 ' u rC 2€�1�a
City,State Zip
3CM-?IHO QiTY
To Whom It May Concern:
This correspondence is to notify you as a riparian property owner that I am applying for a CAMA Minor permit to
_ 1a YVIO Q 12 x 4�p
on my property at '`1 C O ��Of e.n t 1M`1�L1 , 1'\PC�� e �(lA Y l . 0
in n_(:�I G County,which is adjacent to your property. A copy of the application and project
drawing is attached/enclosed for your review.
If you have no objections to the proposed activity,please mark the appropriate statement below and return to me as soon
as possible. If no comments are received within 10 days of receipt of this notice,it will be considered that you have no
comments or objections regarding this project.
If you have objections or comments,please mark the appropriate statement below and send your correspondence to:
(LOCAL PERMIT OFFICER,NAME OF LOCAL GOVERNMENT,MAILING ADDRESS CITY, STATE,ZIP CODE)
If you have any questions about the project,please do not hesitate to contact me at my address/number listed below,or
contact(LOCAL PERMIT OFFICER)at(PHONE NUMBER),or by email at: (LPO EMAIL).
Sincerely,
q
Property Owner's Name Telephone Number
Address .City State Zip
I have no objection to the project described in this correspondence.
I have objection(s)to the project described in this correspondence.
Adjacent Riparian Signature Date
Print or Type Name Telephone Number
Address City State Zip
Revised July 2021

i

V�
Would like to respectfully request the
addition of a ,1 Ott wide by 10ft deep by
8 inch tail grey trex deck patio in front
of the double doors of the shed as a
:step. All winder sides of shed and
deck will be closed in with lattice to
complete the Iflak.

xactus /7
Report Date 11/142022
Report Number 8377616
FLOOD ZONE DETERMINATION SUPPLEMENTAL REPORT
z Street Address 700 SERENITY WAY, SNEADS FERRY, NC 28460-6021
O County Name UNINCORPORATED AREAS
Q Community Name ONSLOW COUNTY
p Lat, Long 34.520555, -77.403987
APN 773H-209 FIPS / MSA /Tract 37133 / 27340 /4.05
Flood Zone X500 Next Nearest Flood Zone A (245 ft)
Comm No. 370340 Base Flood Elevation (BFE) n/a
Map Number 3720428800K BFE Conversion n/a
a Map Datum n/a ,,, Estimated Ground Elevation 13 ft NAVD88
o Map Date 06/19/2020 N Elevation Certificate On-File No
Q Initial FIRM Date 07/02/1987 ¢ Policies in Force 2,071 (comm-wide)
N CBRS / OPA No Historic Flood Loss Claims $39,418,590 (comm-wide)
LOMC Date No Distance to Fresh Water 330 ft
LOMC Case No Distance to Salt Water 2,330 ft
NFIP Program PARTICIPATING NFIP Discount 5% (comm-wide)
PRIOR COMMUNITY-PANEL, DATE, ZONE: 370340-4288J, 11/03/2005, Zone X
Zone
00
Zon
- AE
Zone .
r
j`
Zone.
Zone AE
300 ft
Leaflet I®wtapbox®OpenStreetN1ap
1l,'Ri;.hts.Reserved. of a guaiant eu f;ood hazard determinat/o
� V r, .t , ^ot::e- > rn i"� 0' n m nr For pv o '3"u.., -,-;,� flOt,�rna ter-,
3f,d. .a. _rstd. aCy'i/„ .B_eCCer , ;Clap.�,'"le d e. ,. C. '.0 a��, _ _ _lt'C/'i�'� _i.e5. .��, de
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OLD HICKORY BUILDINGS, LLC PIERS:
1.A CONCRETE FOUNDATION MAYBE REQUIRED FOR
P.O.BOX 331973 BUILDINGS OVER 400 SQUARE FEET. THE PROPERTY
MURFREESBORO,TN 37133 OWNER IS SOLELY RESPONSIBLE FOR VERIFYING
FOUNDATION REQUIREMENTS WITH THEIR LOCAL
BUILDING DEPARTMENT AND PROVIDING ANY REQUIRED
FOUNDATIONS PRIOR TO BUILDING DELIVERY. OLD
GENERAL NOTES: DESIGN CRITERIA: HICKORY BUILDINGS IS NOT RESPONSIBLE FOR THE
1.STRUCTURE HAS BEEN DESIGNED M ACCORDANCE WITH 11.ALL UN-TREATED WOOD FRAMING IS TO BE SPF#2 1.RISK CATEGORY I DESIGN OR PLACEMENT OF ANY REQUIRED CONCRETE
THE 2018 NORTH CAROLINA RESIDENTIAL CODE(NCRC) OR BETTER. FOUNDATIONS.
AND THE 2018 NORTH CAROLINA BUILDING CODE(NCBC). 2.FLOOR LIVE LOAD:40 PSF
12,ALL EXTERIOR NAILS ARE TO BE ZINC COATED. 2.PIERS ARE NOT REQUIRED WHEN THE SKIDS CAN BE
2.ALL MATERIALS AND CONSTRUCTION SHALL BE IN 3.ROOF LIVE LOAD:20 PSF SUPPORTED ON FIRM•LEVEL GROUND.PIERS ALONG
ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF 13.ALL FLOOR DECKING IS TO BE%-OR%4 PLYWOOD INTERIOR SKIDS SHALL BE ORIENTED WITH THE LONG
MANUFACTURE. OR ENGINEERED FLOORING. 4.SNOW LOADS ARE BASED ON THE FOLLOWING: SIDE PERPENDICULAR TO THE SKID. PIERS ALONG
GROUND SNOW LOAD,Pp-20 PSF THE OUTSIDE SKIDS OF BUILDINGS WITH 4 SKIDS
3.DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. 14.ALL SKIDS ARE TO BE 4x8 PRESSURE TREATED, FLAT ROOF SNOW LOAD,Pf-14 PSF ARE PERMITTED TO BE ORIENTED WITH THE LONG
RATED FOR GROUND CONTACT. EXPOSURE FACTOR,Ce-1.0 SIDE PARALLEL TO THE SKID PROVIDED THAT THE
4.STRUCTURES ARE CLASSIFIED AS'MINOR STORAGE IMPORTANCE FACTOR,i=0.8 PIERS ALONG THE INTERIOR SKID ARE ORIENTED
FACILITIES-(RISK CATEGORY 1)PER NCBC TABLE 1&X.5 15.SECTIONS AND DETAILS SHOWN ARE INTENDED TO BE THERMAL FACTOR•Ct=1.2 PERPENDICULAR TO THE SKID.
AND SHOULD NOT BE USED FOR HUMAN HABITATION. TYPICAL AND SHALL APPLY AT ALL SIMILAR LOCATIONS,
UNLESS NOTED OTHERWISE. 5.WIND LOADS ARE BASED ON THE FOLLOWING: 3.PIERS SHALL TYPICALLY BE 8'x(rxl(.OPEN CELL OR
5.SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING Veit=150 MPH SOLID CONCRETE BLOCKS,DRY STACKED TO A
GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING RISK CATEGORY 1 MAXIMUM HEIGHT OF 38'. THE BLOCK IN CONTACT
GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL. EXPOSURE CATEGORY B WITH THE GROUND AT EACH PIER SHALL BE A 4'4'k18'
INTERNAL PRESSURE COEFFICIENT: SOLID BLOCK. OPEN CELL BLOCKS AND 2"THICK SOLID
8.STRUCTURES SHOULD HAVE 25 YEAR RATED FIBERGLASS/ GCpI-20.18 BLOCKS ARE NOT TO BE USED AS THE BASE OF ANY
ASPHALT SHINGLES OR 29 GA METAL ROOFING OVER WOOD COMPONENTS 6 CLADDING: PIERS. OPEN CELL BLOCKS ARE TO BE PLACED ON
SHEATHING. ROOF-ZONE 1= 14.0,-22.2 PSF TOP OF SOLID BLOCKS AS NEEDED WITH THE OPEN
ROOF-ZONE 2= 14.0. X7 PSF CELLS RUNNING VERTICALLY AND MUST NOT BE
7. WOOD FRAMING SHALL COMPLY WITH THE ANSIAWC ROOF-ZONE 3= 14.0,-57.2 PSF PLACED ON THEIR SIDE.
-NATIONAL DESIGN SPECIFICATION(NDS)FOR WOOD WALL-ZONE 4=24.3,-26.3 PSF
CONSTRUCTION',2015. WALL-ZONE 5=24.3,-32.5 PSF CORNER PIERS OVER 20"TALL SHALL BE DOUBLE
STACKED CONCRETE BLOCKS. TIE DOUBLE STACKED
8.ALL ROOF DECKING IS TO BE%e OSB SHEATHING. NOTE:C&C WIND PRESSURES SHOWN ARE FOR A BLOCKS BY ALTERNATING THE DIRECTION OF BLOCKS
FASTEN ROOF SHEATHING TO ROOF FRAMING WITH 10 SQUARE FOOT EFFECTIVE AREA(Ae)AND ON EACH ROW.
2'RING SHANK NAILS SPACED AT 8'MAX MAY BE REDUCED FOR LARGER AREAS AS
ITEMS BY OTHERS: ALLOWED BY CODE. 4.OLD HICKORY BUILDINGS IS NOT RESPONSIBLE FOR
9.ALL SIDING IS TO BE% TREATED Tt-11 PLYWOOD, THE FOLLOWING ITEMS ARE TO BE SUPPLIED AND THE PREPARATION OF THE PROPOSED SITE.IT IS THE
%'LP SMART PANEL,OR LP DUTCH LAP SIDING. INSTALLED BY OTHERS. THESE ITEMS MAY BE SUBJECT TO PROPERTY OWNERS RESPONSIBILITY TO DETERMINE
'/1y'OSB WALL SHEATHING IS TO BE INSTALLED LOCAL JURISDICTION APPROVAL OLD HICKORY BUILDINGS IF SITE CONDITIONS ARE SUITABLE TO SUPPORT
ON ALL WALLS USING DUTCH LAP SIDING. IS NOT RESPONSIBLE FOR THESE ITEMS. THE STRUCTURE.
10.ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED 1.THE COMPLETE FOUNDATION AND TIE-GOWN SYSTEM 5. PIERS SHOWN ON SHEET S-1 ARE CONCEPTUAL AND
SYP#2,OR BETTER UNLESS NOTED OTHERWISE. MAY NOT REFLECT ACTUAL.CONDITIONS. THE PIER
FLOOR JOISTS FOR I V WIDE BUILDINGS ARE TO BE 2.RAMPS,STAIRS,AND GENERAL ACCESS LAYOUT MAY BE ADJUSTED AS NEEDED BASED ON
SYP#1,OR BETTER. SITE CONDITIONS.PROVIDED THAT THE MAXIMUM
3.ELECTRICAL SERVICE HOOKUP SPACING SHOWN IS NOT EXCEEDED.
:4SEAL`°` MIR SHED--NORTH CAROLINA-410=1W MPH--2018 NCBC
i 040950 c f PROJECT No: SHEETNUMBER
t�GIN��?-• DATE: 03-31-2022
N, OLD HICH�IRY : KLN
I�
-BUILDINGS- CHECBY: K N S-0
���
-3f•�d. REVISION: SCALE:NONE

PIER SPACING SCHEDULE
20'-0'MAX LENGTH(S'WIDE)
BLDG WIDTH MAX SPACING
30'-0'MAX LENGTH(10 WIDE)
4W-O'MAX LENGTH(17&14'WIDE) iV4r H'-0'
N 17-0' 7-0'
ut7 ry 44'4'MAX LENGTH(I&WIDE) 14%W T-0'
t 1'-0' i&4r 8•-(r
2 C/C OF PIER MAX
LL t SEE SCHEDIAE
IIIIIIIiillllllillllillllllll
l l l l t l l I I I I I I I I I I I I I I I (NOT RE"FOR V&IV
TRTD 4x6OUTSDE SKID
a WIDE BUILDINGS)
Illillllllllllllillllllllllll
_Ir TRTD 05 INSIDE SKIDS
w o Illllillllltilllllilllillllll
M I I I >TRTD 44 OUTSIDE SIOD
(NOT RE=FOR&&IV
I I I I I I I I I I I I I I I I I I I I I WIDE BUILDINGS)
tlllllllllllillilllllllllllli
FLOOR JOISTS.REFER TO SHEETS
S-3.0 THRU S-3.2 FOR SIZE&SPACING. PROVIDE PIERS AS REQUIRED FOR RIM JOIST
BUILDING TIE-DOWN TO BE INSTALLED BY SITES THAT ARE NOT LEVEL REFER TO (TYP)
THE CUSTOMER.REFER TO NOTES ON S-0. SHEET S-0 FOR PIER REQUIREMENTS.
THE QUANT17Y OF TIE-DOWNS SHOWN ON
THIS PLAN ARE CONCEPTUAL AND MAY NOT
REFLECT THE ACTUAL REQUIRED
QUANTITY.SEE THE SCHEDULE ON FLOOR FRAMING PLAN
SHEET S-2 FOR THE REQUIRED TIE-DOWN
QUANTITY AND LOAD RATING BASED
ON THE BUILDING LENGTH(TYP)
........ UTILITY SHED-- CAROUNA-410=150 MPH--2018 NCtmo%
i 4 SEAL PROJECT NO:
040950 SHEETNUMBER
•1'G►N 2 DATE: 03-31-2022
tLDmUILDINGS—HICKORY CHECKE Y. KLN S-1
Dom' �'
REVISION: SCALE:NOT TO SCALE

UPLIFT ANCHORAGE SCHEDULE
BLDG 6'WIDE BLDGS 10'WIDE BLDGS 12'WIDE BLDGS 14'WIDE BLDGS 16'WIDE BLDGS
LENGTH NUMBER OF IREQ'D ANCHOR NUMBER OF REQ'D ANCHOR NUMBER OF REQ'D ANCHOR NUMBER OF REO'D ANCHOR NUMBER OF REQ'D ANCHOR
TIE-DOWNS CAPACITY TIE-DOWNS CAPACITY TIE-DOWNS CAPACITY TIE-DOWNS CAPACITY TIE-DOWNS CAPACITY
B'-0• 2 450R
10'-0• 2 55N 2 550R
12'-0• 2 7000 2 BSOR 2 550R -
14'-W 3 55OR 3 500R 2 6N# 3 55DR -
1B'-0• 3 BOOR 3 55W 3 5000 3 BOOR 3 BOOR
18'-W 3 700R 3 650N 3 5500 3 650R 3 7000
29-W 4 550R 3 700R 3 650R 4 550R 4 600R
?r-O• 4 6" 3 70OX 4 6000 4 650R
2W-W 4 650R 4 550R 4 6500 4 700R
26-V 4 700R 4 BOOR 5 BOOR 6 BOOR
26'-0• 5 600R 4 650 5 650R 5 6500
3(r-W 5 650R 4 700R 5 65M 5 7000
3Z4r 5 BOOR 5 700R 6 600R
34'-0• 5 860R 6 6500 6 650R
36'-W 5 700R 6 650R 6 700R
3&-(r 5 700R 6 700R 7 650R
-O•40' - - 6 6500 7 650R 7 650R
47-W 7 700R
44.- _ 6 650R
NOTES:
1)TIE-DOWNS AND ANCHORS ARE TO BE SUPPLIED AND INSTALLED BY THE CUSTOMER,
OLD HICKORY BUILDINGS IS NOT RESPONSIBLE FOR THE TIE-DOWN SYSTEM.
REFER TO NOTE SHEET S-0.
2)THE SCHEDULE INDICATES THE RECOMMENDED NUMBER OF BUILMG TIE-DOWNS TO BE
INSTALLED BY THE CUSTOMER. EACH TIE-DOWN HAS TWO ANCHORS.REFER TO DETAILS
SHOWN ON SHEET S-2.1 FOR TIE-DOWN OPTIONS.
3)PROVIDE A TIE-DOWN NEAR EACH END OF THE BUILDING. REMAINING TIE-DOWNS SHOULD BE
EVENLY SPACED ALONG THE ENTIRE LENGTH OF BUILDING.
ON UTILITY SHED--NORTH CAROLINA-00=150 MPH--2018 NCB"
's :4 SEAL,
040950 PROJECT NO:
SHEET NUMBER
Pr r DATE: 03-31-2022
�'�. OLD HICHORY DRANMBY: KLN
OE iy-�F_lVFr CHECKED BY: KLN S—
r- 20
-BUILDINGS-
y1 REVISION: SCALE:NONE
U Ci >> f , T

20 GA.x 1Y4'WIDE GALVANIZED STRAP W/
20 GA x IY.'WIDE GALVANIZED DOUBLE BUCKLE.WRAP STRAP AROUND
STRAP ATTACHED TO ANCHOR OUTER SKID OUTER SKID EACH OUTER SKID PER MANUFACTURERS
w/SLOTTED BOLT PER MANUF. (TYP) (TYP) WRITTEN SPECIFICATIONS.ATTACH STRAP
SPECS.(NOT PROVIDED BY OHB). END TO ANCHOR w/SLOTTED BOLT PER
%'DWNETER x 30'LONG MANUF.SPECS.(NOT PROVIDED BY OHB).
EARTH ANCHOR W/
L1 (N T HELIX,OR EQUAL. — -
(NOT PROVIDED BY OHB) VFINISH
FIN13N GRADE GRADE
TIE-DOWN ANCHOR DETAIL(OPTION A) 3�•DIAMETERx30'LONG TIE-DOWN ANCHOR DETAIL(OPTION B)
NOT TO SCALE EARTH ANCHOR W/ NOT TO SCALE
(2)4 HELIX OR EQUAL
(NOT PROVIDED BY OHB)
20 GA x IYi WIDE GALVANIZED STRAP W/
DOUBLE BUCKLE.WRAP STRAP AROUND
20 GA x 1Y:WIDE GALVANIZED EACH OUTER SKID PER MANUFACTURERS
ND T
STRAP ATTACHED TO ANCHOR OUTER SKID OUTER SKID EWRIT SPECIFICATIONS'ATTACH STRAP
w/SLOTTED BOLT PER MANUF. HyP) (TYP) END TO ANCHOR w!SLOTI BOLT PER
SPECS.(NOT PROVIDED BY OMB). DOUBLE TENSION HEAD CONCRETE MANUF.SPECS.{NOT PROVIDDEE D BY OHB�
ANCHOR MODEL#M)CS2 BY
TIE DOWN ENGINEERING OR EQUAL.
ATTACH TO SLAB PER
MANUFACTURER SPECIFICATIONS
(NOT PROVIDED BY OHB)
CONCRETE SLAB OR CONCRETE SLAB OR
FOOTING BY OTHERS. FOOTING BY OTHERS.
4'MIN THICKNESS AT 4•MIN THICINESS AT
ANCHOR LOCATION. ANCHOR LOCATION.
NOTE
TIE-DOWN ANCHOR DETAIL(OPTION C) OHB IS NOT RESPONSIBLE FOR TIE-DOWN ANCHOR DETAIL(OPTION D)
NOT TO SCALE THE DESIGN OR PLACEMENT OF THE NOT TO SCALE
CONCRETE SLABS OR FOOTINGS
CArj
UTUTY SHED--NORTH CAROLINA-410=0 MPH--2018 NCD%r,,F'
a :A SEAL rPROJECT NO:
040950 SHEET NUMBER
DATE: 03-31-2022
�:i�`� 8 OLD gICHORY DRAWN BY: �N 5-2.1
NOS —BUILDINGS— CHECKED BY:
-3l•ad REVISION: SCALE:NONE

Tie OSB GUSSET PLATE
7/i OSB GUSSET PLATE W/(16)1'x01 STAPLES MIN
W/(16)1-x1Y4-STAPLES MIN OR 2x4 20 GA METAL TRUSS PLATE
OR 2x4 20 GA METAL TRUSS PLATE HYDRAULICLY PRESSED IN PLACE
HYDRAULICLY PRESSED IN PLACE EACH SIDE OF RAFTER.
EACH SIDE OF RAFTER. 2x4 RAFTERS 0
2x4 R7CMA@X
24.O.C.MAX
24 �ji OSO DECKING W/•FIBERGELASS/ASPHALT
W/FIBERGLASSIASPHALT iv SHINGLES OR 29-GAGE
SHINGLES OR 29-GAGE METAL ROOFING.
-- - METAL ROOFING. 12
12
5
sr
TOP PLATE
TOP PLATE.REFER TO REFER TO
WALL SIDING.REFER NOTE 1 WALL SIDING.REFER NOTE 1
TO GENERAL NOTE 9 2x4 COLLAR TIE C
TO GENERAL NOTE 9
ON SHEET S-0 EACH RAFTER ON SHEET S-0 2x4 COLLAR TIE Q
2x4 STUDS. ATE AT MID-HEIGHT 2x4 STUDS. LOCATEACH E ATERL
M
OF ID-HEIGHT
SEE SCHEDULE OF RAFTER. SEE SCHEDULE OF RAFTER.
ON SHEET S3.2 Yi OR% PLYWOOD OR ON SHEET S-32
FOR MAX SPACING. ENGINEERED FLOORING FOR MAX SPACING'
"16-
5'-0'MIN 5 •LM1
(2)4x6 TRTD SKID 6'-MAX 2x4 TRTD FLOOR JOIST P-W MAX
16-O.C.MAX 2x4 TRTD FLOOR JOIST %"OR% PLYWOOD OR
6 0" Q 16'O.C.MAX ENGINEERED FLOORING
(2)4x6 TRTD SKID 10-0'
8'WIDE 1V WIDE
NOTES:1.PROVIDE A DOUBLE TOP PLATE ALONG THE SIDE WALLS WHEN THE
RAFTER SPACING DOES NOT MATCH THE WALL STUD SPACING.
2.ACTUAL SKID SPACING MAY VARY PROVIDED THAT THE CENTER TO BUILDING SECTIONS
CENTER SPACING IS WITHIN THE MAXNW SPACING STATED.
3.2x6 FRAMING MAY BE SUBSTITUTED FOR THE 20 FRAMING SHOWN.
THE SPACING OF THE 2x6 FRAMING SHALL BE AS SHOWN FOR THE 2x4.
�'.` _ UTILITY SHED--NORTH CAROLINA-410=150 MPH--2018 NCBC
4 SIEAL
NO:
SHEET NUMBER
04095O PROJECT
'"•GINS :� DATE: 03-31-2022
"m'IL 1 OLD HICgt)RY ORAV4NBY: KILN _
-R y E�e0 9-D CHECKED BY: KLN S 3.0
—BUILDINGS—
i.._i1.JJ. REVISION:
1 SCALE:1/4"=1'-0'
T

Yl OSB GUSSET PLATE
W/(18)VxlV STAPLES MIN
OR 2x4 20 GA METAL TRUSS PLATE 'Re OSB GUSSET PLATE
HYDRAULICLY PRESSED IN PLACE
EACH SIDE OF RAFTER. O (18)20 G STAPLES MIN
2x6 RAFTERS� OR 2x4 20 GA METAL TRUSS PLATE
p 2x4 RAFTERS @ 24'O.C.MAX HYDRAULICLY PRESSED IN PLACE
24'O.C.MAX OF RAFTER-
?/e OSB DECKING (SEE NOTE) EACH��
W/FIBERGLASS/ASPHALT
SHINGLES OR 29-(SAGE
12 METAL ROOFING. Na'OSB DECKING
OF RA
W/FIBERGLASS/ASPHALT
iV o SHINGLES OR 29 GAGE
4A r METAL ROOFING.
TOP PLATE.
REFER TO
WALL SIDING.REFER 2x4 COLLAR TIE AT NOTE 1
TO GENERAL NOTE 9 EACH RAFTER 2x8 OLAR TI CLE® TOP PLATE.REFER TO
ON SHEET 84 NOTE 1
WALL SIDING.REFER EACH RAFTER
F 2x4 STUDS. TO GENERAL NOTE 9
SEE SCHEDULE ON SHEET S-0
ON SHEET S-3.2 %"OR% PLYWOOD OR °P
FOR MAX SPACING. ENGINEERED FLOORING I S STUDS. �1i PLYWOOD OR
SEE SCHEDULE
ENGINEERED ENGINNEERED FLOORING
41 i ON SHEET 53.2
5'-0'MIN FOR SPACING.
12'MAX(TYP) T$'MAX 2x4 TRTD FLOOR JOISTS u�o
IS'O.C.MAX 5'-0'MIN
1S-MAX(TYP) T-0'MAX
(a)4x8 TRTD SKID 11'-T 2x8 TRTD FLOOR.K)ISTS
0 IW O.C.MAX
12'WIDE (4)4x8 TRTD SKID
NOTE:PROVIDE 7tie'OSB INTERIOR WALL SHEATHING AT 14'WIDE
11'-2'WIDE ENOWALLS WITH 9'-O'WIDE ROLL-UP DOORS.
ATTACH THE OSB TO THE WALL FRAMING WITH T RING
SHANK NAILS SPACED AT 4'MAX. NOTE: ROOF RAFTERS FOR THE 14'WIDE BUILDING
MAY BE 20®18'O.0 WHEN THE WALL STUDS
ARE SPACED AT 18'O.C.OR A DOUBLE TOP
NOTES:1.PROVIDE A DOUBLE TOP PLATE ALONG THE SIDE WALLS WHEN THE PLATE IS USED AT THE SIDE WALLS.
RAFTER SPACING DOES NOT MATCH THE WALL STUD SPACING.
2.ACTUAL SKID SPACING MAY VARY PROVIDED THAT THE CENTER TO BUILDING SECTIONS
CENTER SPACING IS WITHIN THE MAX/MIN SPACING STATED.
3.2x8 FRAMING MAY BE SUBSTITUTED FOR THE 2x4 FRAMING SHOWN.
THE SPACING OF THE 2x8 FRAMING SHALL BE AS SHOWN FOR THE 2x4.
N`��$//°, UTILITY SHED--NORTH CAROLINA-410=150 MPH--2018 NCcko
PROJECT NO:
"a 040950 C
'• � � SHEET NUMBER
DR
............ OLD HICHORY DRAWN BY.' N,.2O22
4
-
—BUILDINGS— CHECKED BY: KILN 0.1
REVIBK7N:
SCALE:1/4'=1'-0'

'/i OSB GUSSET PLATE
W1(20)1-x1Y4-STAPLES MIN
OR 4x4 20 GA METAL TRUSS PLATES
HYDRAULICLY PRESSED IN PLACE
EACH SIDE OF RAFTER.
2x8 RAFTERS 0 WALL STUD SPACING SCHEDULE
24-O.C.MAX
'/m•OSB DECKING WALL Sll>N!(i STUD SPACING
---- W/FIBERGIASSIASPHALT
SHINGLES OR 29-GAGE 46'T7-11 PLYWOOD 24'MAX
12 METAL ROOFING.
4.4 r •LP SMART PANEL 18'MAX
M tv LP DUTCH LAP Md OSB SHEATHING 18'MAx
--- TOP PLATE. NOTES:
24 COLLAR T,@ REFER TO 1.PROVIDE A DOUBLE TOP PLATE WHEN THE STUDS ARE SPACED AT IS'O.C.
WALL SIDING.REFER PJ�CH RAFTER NOTE 1 2.ALL WALL PANELS SHALL BE FASTENED TO FRAMING WITH 2'RING SHANK NAILS.
TO GENERAL NOTE 9 3.WALL PANEL NAIL SPACING SHALL BE:
f ON SHEET S-0
STUDS SPACED AT24:
Rn 2x4 STUDS. %•OR'Yi PLYWOOD OR SIDE WALLS:SPACE NAILS AT W MAX ALONG ALL PANEL EDGES AND
B•MAX IN THE FIELD.
SEE SCHEDULE ENGINEERED FLOORING
ON SHEET SJ2 END WALLS: SPACE NAILS AT 4'MAX ALONG ALL PANEL EDGES AND
FOR MAX SPACING. 8'MAX IN THE FIELD.
� n STUDS SPACED AT 16:
5'-077t
SIDE WALLS:SPACE NAILS AT 8•MAX ALONG ALL PANEL EDGES AND
18'MAX CM) 7�- 12'MAX IN THE FIELD.
2x8 TRTD FLOOR JOISTS END WALLS: SPACE NAILS AT 4'MAX ALONG ALL PANEL EDGES AND
a 18-O.C.MAX 12"MAX IN THE FIELD.
(4)4x8 TRTD SKID
16'WIDE
NOTES:1.PROVIDE A DOUBLE TOP PLATE ALONG THE SIDE WALLS WHEN THE
RAFTER SPACING DOES NOT MATCH THE WALL STUD SPACING.
2.ACTUAL SKID SPACING MAY VARY PROVIDED THAT THE CENTER TO BUILDING SECTIONS
CENTER SPACING IS WITHIN THE MAX/MIND.N SPACING STATE
3.2x6 FRAMING MAY BE SUBSTITUTED FOR THE 2x4 FRAMING SHOWN.
THE SPACING OF THE 2x8 FRAMING SHALL BE AS SHOWN FOR THE 2x4.
� N ° UTILITY SHED--NORTH CAROLINA-410=150 MPH--2018 NcIV%
# :A SE
040950 PROJECT�' SHEET NUMBER
- 8
DATE: 03-31-2022
�G"' OLD HICBURY
DRAWN 6Y: KLN S-32
L.N�
CHECKED BY: KLN
REAsloN: SCALE:114'=T-T

(7)10d NAILS
2x4 STUDS WITH THROUGH
NAILS (REF DETAIL 4 FOR-�
EXTERIOR SIDING. THROUGH ALTERNATE ATTACHMENT)
BOTTOM PLATE
REFER TO SHEETS INTO EACH STUD CONT.2x4 TREATED RIM BOARD
S-3.0 THRU S-3.2 W/3-NAILS @ 6-INTO BRIDGING- SIMPSON H2.5(OR EQUAL)
&(3)3'NAILS TOENAILED INTO SKID ,
FLOOR JOIST (4)3-TOE NAILS HURRICANE TIE
TIE-DOWN 1NTO SKID AT EACH RAFTER
3'NAILS�8' BY OTHERS)
1x4 FASCIA
(3)3"NAILS 'SOFFIT ALTERNATE UPLIFT
HOLD-00WN IN
7 = LIEU OF H2.5 STRAP: _.■
U die'0 TIMBERLOK
-1 - - - -� CONT.2x4 TREATED BRIDGING i Y SKID HWDOD SCREW yEAVY DUTY Wj rh
W/(5)3-NAILS IN EACH SKID m
Z TOE NAIL RAFTER (OR EQUAL)AT
TIE-DOWN ANCHOR - TO TOP PLATE W/ EACH RAFTER.
SUPPLIED&INSTALLED _ I (4)10d NAILS MIN INSTALL PER
BY OTHERS
MANUF.SPECS
1-TYPICAL DETAIL 2-FLOOR JST TO SKID DETAIL 3-EAVE DETAIL(UP TO 12'WIDE BLDG)
2x4 20 GA METAL TRUSS (10)10d NAILS MIN 2x4 20 GA METAL TRUSS
PLATE CENTERED ALTERNATE
DETAIL 6 FOR PLATE CENTERED
ATE ATTACHMENT) OVER JOINT EACH SIDE
OVER JOINT EACH SIDE
OF RAFTER,HYDRAULICLY Zx6 RAFTER OF RAFTER.HYDRAULICLY
PRESSED IN PLACE. SIMPSON H2.5 PRESSED IN PLACE.
(OR EQUAL) ,
HURRICANE TIE
AT EACH RAFTER
1x4 FASCIA-
ai ry
rrn CONT. ALTERNATE UPLIFT HOLD-DOWN 2x8 RAFTER
IN LIEU OF H2.5 STRAP:lJJ
N m
Lu
ti q TOE NAIL RAFTER WOOD SCREW OR EQUAL)OK HEAVY AT/ w
w TO TOP PLATE W/
(4)10d NAILS MIN EACH RAFTER.
NOTE:REFER TO DETAIL 3 FOR INFO NOT SHOWN NOTE:REFER TO DETAIL 5 FOR INFO NOT SHOWN
4-ALTERNATE COLLAR TIE DETAIL 5-EAVE DETAIL(14'& 16'WIDE BLDG) 6-ALTERNATE COLLAR TIE DETAIL
.�
--NORTH CAROLINA-410=150 MPH--208 NCDf'U1L(TY SHED
i 040950 f PROJECT 140:
g SHEET NUMBER
zF OLDgICHOAY ORAWNev KLN1-2022
BUILDINGS— CHECKED BY: KLN S-4.0
u it• REVISION: SCALE:1'=1'-0

CONT.TOP PLATE HEADER. CONT.TOP PLATE HEADER. 2x4(FLAT)NAILED TO
NO SPLICE PERMITTED NO SPLICE PERMITTED - TOP PLATE HEADER
/ OVER OPENING OVER OPENING
NOTE: NOTE.
ALL MEMBERS NOTE: ALL MEMBERS
A RE
ARE 2x4 R MEMBERS ARE 2x4 20•FLAT
STUD
38'MAX
(7YP)
STUD Z5'MAX 38"MAX 24"MAX 38'MAX OPENING 24'MAX
2x4 SILL
2x4 SILL 2.4 SILL AT WINDOW
AT WINDOW AT WINDOW (YP)
BUILDINGS UP TO 14'WIDE 16'WIDE BUILDINGS
1-END WALL WINDOW/DOOR FRAMING 2-SIDE WALL WINDOW/DOOR FRAMING 3-SIDE WALL WINDOW/DOOR FRAMING
2x4
HEADER ENDWALL HEADER FOR
2x4 OPENINGS UP TO 9'-0'.
SIDEWALL HEADER FOR ROOF RAFTER TOP PLATE_
OPENINGS UP TO V-O'. (TYP) JOINT TONT.SINGLE 2x
(2)2x4 w/
TOP PLATE
Yz OSB SPACERIm
SIDEWALL HEADER FOR
OPENINGS UP TO V-O'.
(2)2x8 W/ SIDEWALL HEADER FOR
YF OS8 SPACER-� IV9VI OPENINGS UP TO 9'-0'.
(BUILDINGS UP TO 14'WIDE) 2x4 SPLICE
WALL TOP OPENINGS UP TO 8'-0'.
(18'WIDE BUILDINGS) E L 3'NAIS PLATE
PLATE(NAILED— EACH SIDE
TO HEADER) STUD OF JOINT
(2)2x8 wl (Tl'P) --.----24" MAX 24'MAX
2'
OSB SPACER SIDEWALL HEADER FOR
PROVIDE A JACK STUD UNDER EACH OPENINGS UP TO 9'-0".
NOTE: END OF LOAD BEARING HEADERS.NOT (18'WIDE BUILDINGS)
REQUIRED AT END WALLS.
4-HEADER SCHEDULE 5-WALL TOP PLATE SPLICE DETAIL
� °`�- UflOY SHED--NORTH CARaLINA--WIND=150 MPH--2018 NCBC
a� s
040950 PROJECT�' SHEET NUMBER
DATE: 03-31-2022
, :ti "ryOR OLD HICgORY DRAWN BY: KLN 1
u"nunnm� KILN S 4.1
—BUILDINGS— CHECKED BY:
REVISION: SCALE:1'=1'-0

DCM Morehead City Sept. 19, 2023
400 Commerce Ave RECEV }'
Morehead City, NC 28557
Re: 700 Serenity Way Shed Application SEP 21
Dear Sir or Madem,
I have enclosed an application for a shed to be placed on my property located at 700 Serenity Way, Sneads
Ferry NC, 28460 in Onslow County. With that, I want to be completely transparent.
I am filing this application AFTER the shed was installed. I know this is a violation of the regulations. I do
apologize, but at my own fault, not being from NC, and relocating from MD in December 2022, 1 trusted and
listened to the business I purchased the shed from, as well as neighbors who told me if I was not building a
shed from the ground up, pouring concrete, installing electric, or running a small home business I did not have
to file for an application.
When I found out I was not in compliance, and I did call CAMA as well as Onslow County to verify what I did
wrong, explain the situation and a very nice agent (Kendrick Stanton) gave me the information I needed to
move forward with the application and a field agent went over my land plot with me, because I was not aware
of a buffer line. It has taken several weeks, because we did move the shed a second time (forward in my side
yard and away from a wet land buffer zone) and getting someone out took a bit. Again I had no idea about the
zone and just trusted what I was told by the developer and home agent as to where I could put the shed.
When we originally had the shed placed on the property, our adjacent next-door neighbor at 702 Serenity way
was not in her home. So, in the letter I wrote to her and hand delivered, I explained the situation as to why we
are asking after the shed has been there, and as you can see in the copy of the letter to her, I state it in there as
well.
The pictures attached in this package show the current placement. I am hopeful this placement will be in
compliance so I can get some sleep at night. As I am learning a lot of hard lessons here lately. If anyone would
like to speak in person, please call or text 301.542.3149 or I am always on email [e-mail] I can also
provide any pictures needed for reference. I do understand someone will come out and I do not need to be
home.
I have enclosed a check for $100 as the application fee. But I fully accept responsibility for not knowing what I
needed to do in the first place, and should there be a fine accessed, I understand. Please let me know and I will
pay that fee as well.
Thank you for your time and consideration.
B st,
t,
Christina Raymond

-r r �: ,...'I,)�r G. ` trY{may' .. , r . ,.. (. 3• ,. •
.. 1� �. ..�T t'.; .. ., .., �.+•I i!` r �'r> fY ,,�.. !fir i):i.;: ii ., .. f{ � �.
�y
t ,�..:i;`�i.. i.,,�ft� :y1 "n �� •.l N.� :1 v.��i...,. �..jl�.''..1�1 .r t�t4�A � .., �;� -. ,st',4' G .'�!�.:
:e. ? rJ.7 •ly _1. !f•i •P.•.i f'(t,:�. 'i=i. we . (10 2. o_ Oro ron. V qt.. !
.. � ..:�� .. ?J Q.� �� , '� a?.{�> :ia:,_:Ci �,�.%�'•�',�J;� .74� '`,?••.�Q "i-��r .. �. .. .:�"1 _. �.i Mr`_ i.:;f, 1,.
• •., - .�,: . . ,e:';:-•. .•aa^' 4r; i {'.7'. . . -. b"36 box TMGA ic im-
�... '.. (.' , � .: .:.y;{,a • :i.-',� F•.. .,?'.',7 '•>��?..r r! '1`. � . '1"sip ' ,• � �. ` �M1i s"' •t.._4 ',i j.4 t;.:_:•F:a..
1
... 'ai,Cc$..'.- ,.j •� .. .�t; f'(5,.. .... r... y•t!..- ,.;'t���iit:. .�,G ,.ti:K ?::U a :�a` ., -•r _ •
b hw; ., ._ .__s;`i :' :. Sit.

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION (MINOR PERMIT)
CERTIFIED MAIL, RETURN RECEIPT REQUESTED or HAND DELIVERED
(�Ik1 \ � z-:s
Date
RECEIVED
Name of Adjacent Riparian Property er
, GZ Sever\ SEP 27 2023
Address
Snea � 'FetY� I\C Z �`\Ina
City, State Zip DCM-MHD CITY
To Whom It May Concern:
This correspondence is to notify you as a riparian property owner,that I am applying for a CAMA Minor permit to
tce I YVl0W2 C( 12 X Z L' S�(�
on my property at G O �i n �1.1 -t��.� , r\ Para Fe�(� Yl , a• �I '0 (� ,
in _ ►� (', County,which is adjacent to your property. A copy of the application and project
drawing is attached/enclosed for your review.
If you have no objections to the proposed activity,please mark the appropriate statement below and return to me as soon
as possible. If no comments are received within 10 days of receipt of this notice,it will be considered that you have no
comments or objections regarding this project.
If you have objections or comments,please mark the appropriate statement below and send your correspondence to:
(LOCAL PERMIT OFFICER,NAME OF LOCAL GOVERNMENT,MAILING ADDRESS CITY, STATE,ZIP CODE)
If you have any questions about the project,please do not hesitate to contact me at my address/number listed below,or
contact(LOCAL PERMIT OFFICER)at(PHONE NUMBER),or by email at: (LPO EMAIL).
Sincerely,
0-
(u4 � k � o- rn 30�. 5�l Z . ?��y
Property Owner's 14ame Telephone Number
Address --2 G Z S-e y--;Y% 4" CityS v\e(X Cis- State /lL Zip
I have no objection to the project described in this correspondence.
I have objection(s)to the project described in this correspondence.
cch' , C14-2- bo 2-
Adjacent RipariW Signature Date
K f, 11, w ?/?6:5,
Print or Type Nam Telephone Number
Address City State Zip
Revised July 2021

•WIA
;:AJ 1! f pit
1 5

RECEIVED
SEP 21 2023
Locality Permit Number OtIft 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
Ocean Hazard Estuarine Shoreline ORW Shoreline Public Trust Shoreline Other treatment system),Building,Electrical,Plumbing,Heating and Air Conditioning,Insulation and Energy Conservation,FIA
(Tor offidal use only) Certification,Sand Dune,Sediment Control,Subdivision Approval,Mobile Home Park Approval,Highway Connection,and
others.Check with your Local Permit Officer for more information.
GENERALINFORMATION
STATEMENT OF OWNERSHIP:
LAND OWNER-MAILING ADDRESS 1,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
Name t9. listed as landowner on this application has a significant interest in the real property described therein.This interest can be
Address 10 18 1 4 described as:(check one)
City S w A 1 O T u r� n State e _Zip 2 94WPhone 301.5t 12'3 N_I _an owner or record title,Title is vested in name of C1,11 11$-k h A- e.rt i 9a4 rA,4Ak k�h r�rt 1. �GYt /�Gy>Nrn�
Email C m '�' e Q 11 Live � G'M see Deed Book ��( page_in the /'i�e/n�r I County Registry ofda
AUTHORIZED AGENT `an owner by virtue of inheritance.Applicant is an heir to the estate of
_ !r ;probate was in County.
Name 3'2 T� 1 n N V/1 -A�
Address—') C)0 J
n _if other interest,such as written contract or lease,explain below or use a separate sheet&attach to this application.
a y Q- n t
City S in e A A s State At Zip a NUL-4one JV�.5�4 Z•3 1 NOTIFICATION OF ADJACENT RIPARIAN PROPERTY OWNERS:
I furthermore certify that the following persons are owners of properties adjoining this property.I affirm that I have given
Email G C. q to Live e e Wl ACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for a CAMA permit.
LOCATION OF PROJECT:(Address,street name and/or directions to site;name of the adjacent waterbody.) (Name) (Address)
(1) 17is �;rll —102 Sere nlLit 1,L1� Sncacly ✓IC ZFr16o
"1 0 0 5e.1en i 4ti UU(fir . Sneak C4f `lbD (2)
0-01"r 0 F eueMff ei n for eb+ ct nd S e re n i l_�___ /r (4)
DESCRIPTION OF PROJECT:(List all proposed construction and land disturbance.) 2. i L eta a);''•I-f) ACKNOWLEDGEMENTS:
1 11 �" I,the undersigned,acknowledge that the land owner is aware that the proposed development is planned for an area which
I Z 1 0 Av oo �t9 C — On �C h� (�${, 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-
SIZE OF LOT/PARCEL: a �a e� square feet 01 acres Lion and floodproofing techniques.
PROPOSED USE:Residential (Single-family 0 Multi-family Commercial/Industrial 13 Other 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
COMPLETE EITHER(1)OR(2)BELOW(Contact your Local P&w*Offcer lfyou are not sure which AEC applies related to this permit application.
to your propeny):
Ibis the `f day of 20 23
(1)OCEAN HAZARD AECa:TOTAL FLOOR AREA OF PROPOSED STRLiCTURE: 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) Landowner or on au onzed to act as his/her agent for purpose of filing a CAMA permit application
(2)COASTAL SHORELJ:IE AECs:SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT This application Includes:general information(this form),a site drawing as described on the back ofthis application,the
UPON SURFACES:ii0square feet(includes the area of the foundation of all buildings,driveways,covered decks, ownership statement,the(kea n HasardAF,C'Notice where necessary,a check for$100 00 made payable to the locality,and
concrete or masonry patios,etc,that are within the applicable AEC.Attach your calculations with the project drawing.) any information as may be provided orally by the applicant The details of the application as described by these sources am
STATE STORMWATER MANAGEMENT PERMIT:Is the project located in an area subject to a State incorporated without reference in any permit which may be issued Deviation from these details will constitute a violatlon of
Stormwater Management Permit issued by the NC Division of Energy,Mineral and Land Resources(DEMLR)7 any permit.Any person developing in an AFC without permit is subject to civi{criminal and administrative action
YES NO }FC=) S� car 0&1IOkL cc ba+
If yes,list the total built upon area/impervious surface allowed for your lot or parcel: 1 G O square feet.

SITE DRAWING/APPLICATION CHECKLIST
Please make sure your site drawing includes the following information required for a CAMA minor development permit. b
The Local Permit Officer will help you,if requested.PHYSICAL DIMENSIONSAPPLICATION FOR
—Labelads `'' CAMA MINOR °
hi
—Label highways right-of--ways Z
—Label local setback lines
—Label any and all structures and driveways currently existing on property DEVELOPMENT
—Label adjacent waterbody Coastal Management
ENVIRONMENTAL QUALITY PERMIT
PHYSICAL CHARACTERISTICS
—Draw and label normal high water line(contact LPO for assistance) In 1974,the North Carolina General Assembly passed the Coastal Area Management Act
—Draw location of on-site wastewater system (CAMA)and set the stage for guiding development in fragile and productive areas that
If you will be working in the ocean hazard area: border the state's sounds and oceanfront.Along with requiring special care by those who
—Draw and label dune ridges(include spot elevations) build and develop,the General Assembly directed the Coastal Resources Commission
_Draw and label toe of dunes (CRC)to implement clear regulations that minimize the burden on the applicant.
Identify and locate first line of stable vegetation(contact LPO for assistance)
_Draw and label erosion setback line(contact LPO for assistance) This application for a minor development permit under CAMA is part of the
—Draw and label topographical features(optional) Commission's effort to meet the spirit and intent of the General Assembly.It has been
designed to be straightforward and require no more time or effort than necessary from
If you will be working in a coastal shoreline area: the applicant.Please go over this folder with the Local Permit Officer(LPO)for the
—Show the roof overhang as a dotted line around the structure locality in which you plan to build to be certain that you understand what Information he roo'
—Draw and label landward limit of AEC o or she needs before you a A
Y PPIY•
—Draw and label all wetland lines(contact LPO for assistance) m
—Draw and label the 30 foot buffer line m Under LAMA regulations,the minor permit is to be Issued within 25 days once a
DEVELOPMENT PLANS 0 complete application is In hand.Often less time is needed If the project is simple.The
s-+ m process generally takes about 18 days.You can speed the approval process by making
—Draw and label all proposed structures t'! certain that your application is complete and signed,that your drawing meets the
—Draw and label areas that will be disturbed and/or landscaped 0 < specifications given inside and that your application fee is attached.
_Note size of piling and depth to be placed in ground N TI
—Draw and label all areas to be paved or graveled Other permits are sometimes required for development in the coastal area.While these
—Show all areas to be disturbed are not CAMA-related,we urge you to check with the Local Permit Officer to determine
—Show landscaping which of these you may need.A list is included on page two of this folder.
NOTE TO APPLICANT
We appreciate your cooperation with the North Carolina Coastal Management Program
Have you: and your willingness to build in a way that protects the resources of our beautiful and
• completed all blanks and/or indicated if not applicable?
productive coast.
• notified and listed adjacent property owners?
• included your site drawing?
Coastal Resources Commission
• signed and dated the application? Division of Coastal Management
• enclosed the$100.00 fee?
• completed an AEC Hazard Notice,if necessary?(Must be signed by the property owner) H
FOR STAFF USE n
Site Notice Posted_Final Inspection—Fee Received ❑
Site Inspections
O C-
0z°O �
Date of Action:Issued — Exempted Denied —Appeal Deadline(20 days from permit action) DCM Form EB 1952.2015/Revised

AC-AIR F pCONDRIONING UNIT �``"11.1 THIS EXHIBIT MAP IS OF AN EXISTING PARCEL
SOC-BACK OF CURB .`���N RDA/���. OR
RNEW STREET OR CHANGE AN EXISTING
OF LAND AND DOES NOT GREATE
DW-CONC DRNEWAY O F E S S 10 4-% STREET.
EB-ELECTRIC BOX �� 4-
EA 9'
EOP-EDGE OF PAVEMENT = Q (` I r _
P-PATIO - JL -
PO-PORCH L-3640 _ DB FLOYD.PLS L-3640 DATE
SCO-CLEANOUT {�q-
S TELEPHONE PEDESTAL I SU THIS MAP IS ONLY INTENDED FOR THE PARTIES
F '''�Oq�/Q �,�..``��� AND PURPOSES SHOWN.THIS MAP IS NOT FOR
WAR-WATER METER
18„ RECORDATION. NO TITLE REPORT PROVIDED.
,F Q IRON PIPE FOUND oera
®IRON PIPE SET ? vu se�ssa «mow sssso e.wm.vz ers:r nn
Q NAIL SET
VICINITY MAP (NTS)
IMPERVIOUS AREA � ie s�e wrc�sa.4.sswess
HOUSE 2,310 SQ.FT. r`�.,o�r:o® �nsre.ean'timn
DRIVE TO R/W 570 SQ.FT.
e l sc es�as sss�el M as0��w e.
1*Oa[}.IF�ABlfR M OeB 04eN{knswss R
WALK 48 SQ.FT.
PATIO 100 SQ.FT. ��WWWXsNI q�VAN�®.word
RE—eM�e lam.A Mlt
TOTAL 3,025 SQ.FT. •..�'rae.aea.">ase.ee-esc o.4m,o*.
nY1I109111�fA�W-.1Y
SETBACKS PER ��.a.�...—.��•wd®R.*m..
P.B.78. PG. 194
FRONT 25'
SIDE 8'
REAR 15'
SIDE STREET 20'
k206Rl
RECEIVED
N 6WI3'46'W
120.44'
SEP 21 20?
I v ��
BUFFER A DCM-nna ) Ir�
g y n
o
(2091
29,796 S.F.* / a
0.68AC.t CURVE TABLE
/ CURVEILENGTH I RADIU BEARING CHORD
\' \ CI 43.83' 477.30' N71'31'36'E 43.81'
i , .4f \ C2 89A3 675A0' NIO.19'32'E 84.97'
\ / C3 11.94'1 255W I N08.02'49E IIS4'
No ground-mounted equlpment may ancoaah
mare than 18'Into a required setback
•126.37"
g COY
8PAAO oPcov
36.00
tD
NEW AN1D UTILITY g 19.14' 7 ti
EASEME Ow S '50'E C7 74'09.21 J?0
w
FRa-CED
S E R E N I T Y W A Y e aF 8
45' PRIVATE R/W E1ptrvuely
tr
g6 11. 8
22.00
S e� —
cale
DIlf1E
GRAPHIC SCALE
50 0 26
(NTS)
P R E L I M I N A R Y
1 inch = 50 rt. PLOT PLAN
FOR
Cur,
CAVINESS & CATES E C L S
MIAWN BY: SJP 700 SERENITY WAY G L 0 8 A L,-.
scaTa LOT 207 PRESERVE O TIDEWATER SUBDIVISION u.e.vcrcwus-owweoSTUMP SOUND TWP., ONSLOW CO., NC N S,NC7cowre,Nc s7sa1
P.B. 78, PG. 194 ela.es7.aas7.a,...a...,-a.00u
02-09-2022 97O.B97.a3s9 Irw,U aWari�

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C7 1 NOM a

September 1, 2023
Diane M Kelly
702 Serenity Way
Sneads Ferry NC, 28460
Dear Ms. Kelly,
We; Christina and Jeff Raymond of 700 Serenity Way, (your next-door neighbors) are making this formal
notice/request to you, in compliance with the NC CAMA Minor Permit application for instillation of a personal
use shed on our property. Your name and address were obtained via the CAMS HOA neighborhood directory.
As you know, we have a shed in our yard. When we initially closed on our property in December of 2022 and
applied for the shed via the HOA/CAMS portal,you were not living in your home next door at 702 Serenity
Way, so we did not at the time have a neighbor to ask or advise of our plan. We would now like to finish the
process and give you notice of our application with Onslow County, NC.
Shed is/will be on the right side of our house which is next to your side yard. Grey in color and 12 x 24 in size.
Please see enclosed picture of shed location inside our fence.
We kindly ask that you please fill out the second section of the attached Adjacent Riparian Property Owner
Notification (Minor Permit) and return mail it to the DCM office at 400 Commerce Ave, Morehead City, NC
28557. We have provided a stamped and DCM office addressed envelope for your ease of return.
Thank you in advance for your time. Any questions please let us know.
DECEIVED
Ou best,
SEP 21 2023
DCM-MHD CITY
Christina and Jeff Raymon
r

September 1, 2023
I
(your next-door neighbors) are making this formal
MA Minor Permit application for instillation of a personal
(— !re obtained via the CAMS HOA neighborhood directory.
iitially closed on our property in December of 2022 and
b0 oere not living in your home next door at 702 Serenity
CAI k or advise of our plan. We would now like to finish the
)nslow County, NC.
_ of s next to your side yard. Grey in color and 12 x 24 in size.
urfence.
6 � lion of the attached Adjacent Riparian Property Owner
v v DCM office at 400 Commerce Ave, Morehead City, NC
addressed envelope for your ease of return.
a
O � iiease let us know.
DECEIVED
o
SEP 21 2023
Gl S
DCM-MHD CITY
9
LL
t
� v
1 �

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION (MINOR PERMIT)
CERTIFIED MAIL, RETURN RECEIPT REQUESTED or HAND DELIVERED
C-A1 \ \ z �
Date
Name of Adjacent Riparian Property er R F�E I V E D
1 GZ `cede r•\ � \/l.Q1�1
Address "—`--
Sf\e&,c)o SEP 21 2023
City,State Zip DCM-MHD CITY
To Whom It May Concern:
This correspondence is to notify you as a riparian property owner that I am applying for a CAMA Minor permit to
V. OLC0� Ct �
on my property at °-1 G Q �,�,t e.n1
in ,I(,1D County,which is adjacent to your property. A copy of the application and project
drawing is attached/enclosed for your review.
If you have no objections to the proposed activity,please mark the appropriate statement below and return to me as soon
as possible. If no comments are received within 10 days of receipt of this notice, it will be considered that you have no
comments or objections regarding this project.
If you have objections or comments,please mark the appropriate statement below and send your correspondence to:
(LOCAL PERMIT OFFICER,NAME OF LOCAL GOVERNMENT,MAILING ADDRESS CITY, STATE,ZIP CODE)
If you have any questions about the project,please do not hesitate to contact me at my address/number listed below,or
contact(LOCAL PERMIT OFFICER)at(PHONE NUMBER),or by email at:(LPO EMAIL).
Sincerely,
Property Owner's game Telephone Number
Address .City State Zip
I have no objection to the project described in this correspondence.
I have objection(s)to the project described in this correspondence.
Adjacent Riparian Signature Date
Print or Type Name Telephone Number
Address City State Zip
Revised July 2021

"! 111 tilt!'tlflt�llillJlll
.+fie
. 1
RECEIVED
SEP 2 1 2023
�,, �C►�3- r t;tT Y
w..
r
t

,
Oft trex
''Would Ilke to respectfully request the
all
RECEIVED
CITY
addition Hof a 1 Zft wide by 10ft deep lay
8 inch taNl grey trex dectc patio in fro!nT
of the do�rble doors of'the sh$ct as a
atep All �rnder siicles ofi shed ar�d
+deck will ire closed in with lattice to
complete the took.
i
1

� V

RECEIVED
xactus /,.7 SEP 21 2023 Report Date 11/14/2022
Report Number 8377616
.o
DETERMINATIONFLOOD ZONE
♦ REPORT
z Street Address 700 SERENITY WAY, SNEADS FERRY, NC 28460-6021
o County Name UNINCORPORATED AREAS
Q Community Name ONSLOW COUNTY
O Lat, Long 34.520555, -77.403987
J
APN 773H-209 FIPS / MSA /Tract 37133 / 27340 /4.05
Flood Zone X500 Next Nearest Flood Zone A (245 ft)
Comm No. 370340 Base Flood Elevation (BFE) n/a
Map Number 3720428800K BFE Conversion n/a
Map Datum n/a LL, Estimated Ground Elevation 13 ft NAVD88
o Map Date 06/19/2020 N Elevation Certificate On-File No
Q Initial FIRM Date 07/02/1987 ¢ Policies in Force 2,071 (comm-wide)
t7) CBRS / OPA No Historic Flood Loss Claims $39,418,590 (comm-wide)
LOMC Date No Distance to Fresh Water 330 ft
LOMC Case No Distance to Salt Water 2,330 ft
NFIP Program PARTICIPATING NFIP Discount 5% (comm-wide)
PRIOR COMMUNITY-PANEL, DATE, ZONE: 370340-4288J, 11/03/2005, Zone X
Xo
, 4
y4§ ► . 11
• i` N
! Z0
•
y
.,
1 1 •
Leaflet I©Mapbox©OpenStreetMap
Copyright Xactus Flood Solutions All Rights Reserved. This is not a guaranteed flood hazard determination, is not a substitute loran elevation
certificate, and it cannot be used to acquire a Letter of Map Amendment. For flood hazard determination disputes, note the determination
number and visit the Xactus Flood solutions online dispute resolution center at https.//determinations.massivecert.com/service-dispute.html.

OLD HICKORY BUILDINGS, LLC PIERS.
1.A CONCRETE FOUNDATION MAY 8E REQUIRED FOR
P.O.BOX 331973 BUILDINGS OVER 400 SQUARE FEET.THE PROPERTY
MURFREESBORO,TN 37133 OWNER IS SOLELY RESPONSIBLE FOR VERIFYING
FOUNDATION REQUIREMENTS WITH THEIR LOCAL
BUILDING DEPARTMENT AND PROVIDING ANY REQUIRED
FOUNDATIONS PRIOR TO BUILDING DELIVERY.OLD
GENERAL NOTES: DESIGN CRITERUI HICKORY BUILDINGS IS NOT RESPONSIBLE FOR THE
1.STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 11.ALL UN-TREATED WOOD FRAMING IS TO BE SPF#2 1.RISK CATEGORY I DESIGN OR PLACEMENT OF ANY REQUIRED CONCRETE
THE 2018 NORTH CAROLINA RESIDENTIAL CODE(NCRC) OR BETTER. FOUNDATIONS.
AND THE 2018 NORTH CAROLINA BUILDING CODE(NCBC� 2.FLOOR LIVE LOAD:40 PSF
12.ALL EXTERIOR NAILS ARE TO BE ZINC COATED. 2.PIERS ARE NOT REQUIRED WHEN THE SKIDS CAN BE
2.ALL MATERIALS AND CONSTRUCTION SHALL BE IN 3.ROOF LIVE LOAD:20 PSF SUPPORTED ON FIRM,LEVEL GROUND.PIERS ALONG
ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF 13.ALL FLOOR DECKING IS TO BE W OR V PLYWOOD INTERIOR SKIDS SHALL BE ORIENTED WITH THE LONG
MANUFACTURE. OR ENGINEERED FLOORING, 4.SNOW LOADS ARE BASED ON THE FOLLOWING: SIDE PERPENDICULAR TO THE SKID. PIERS ALONG
GROUND SNOW LOAD,P9-20 PSF THE OUTSIDE SKIDS OF BUILDINGS WITH 4 SKDS
3.DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. 14.ALL SKIDS ARE TO BE 4x6 PRESSURE TREATED, FLAT ROOF SNOW LOAD,PT-14 PSF ARE PERMITTED TO BE ORIENTED WITH THE LONG
RATED FOR GROUND CONTACT. EXPOSURE FACTOR,Ce-1.0 SIDE PARALLEL TO THE SKID PROVIDED THAT THE
4.STRUCTURES ARE CLASSIFIED AS'MINOR STORAGE IMPORTANCE FACTOR,I=0.8 PIERS RANG THE INTERIOR SKID ARE ORIENTED
FACILITIES-(RISK CATEGORY 1)PER NCBC TABLE 1604.5 15.SECTIONS AND DETAILS SHOWN ARE INTENDED TO BE THERMAL FACTOR,Ct=1.2 PERPENDICULAR TO THE SKID.
AND SHOULD NOT BE USED FOR HUMAN HABITATION. TYPICAL AND SHALL APPLY AT Al SIMLAR LOCATIONS,
UNLESS NOTED OTHERWISE. 5.WIND LOADS ARE BASED ON THE FOLLOWING: 3.PIERS SHALL TYPICALLY BE 8')t8 SA6'OPEN CELL OR
5.SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING VuR=150 MPH SOLID CONCRETE BLOCKS,DRY STACKED TO A
GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING RISK CATEGORY 1 MAXIMUM HEIGHT OF W. THE BLACK IN CONTACT
GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL EXPOSURE CATEGORY B WITH THE GROUND AT EACH PIER SHALL BE A 4'x8'x/6'
INTERNAL PRESSURE COEFFICIENT: SOLID BLOCK.OPEN CELL BLOCKS AND 2'THICK SOLID
6.STRUCTURES SHOULD HAVE 25 YEAR RATED FIBERGLASS/ RECEIVED GcW-:to.is BLOCKS ARE NOT TO BE USED AS THE BASE OF ANY
ASPHALT SHINGLES OR 29 GA METAL ROOFING OVER WOOD COMPONENTS LL CLADDING: PIERS. OPEN CELL BLOCKS ARE TO BE PLACED ON
SHEATHING, ROOF-ZONE 1= 14.0. U2 PSF TOP OF SOLID BLOCKS AS NEEDED WITH THE OPEN
ROOF-ZONE 2= 14.0,-X7 PSF CELLS RUNNING VERTICALLY AND MUST NOT BE
7. WOOD FRAMING SHALL COMPLY WITH THE ANSUAWC ROOF-ZONE 3= 14.0,-672 PSF PLACED ON THEIR SIDE.
'NATIONAL DESIGN SPECIFICATION(NDS)FOR WOOD S E P 21 2023 WALL-ZONE 4= 24.3,-26.3 PSF
CONSTRUCTION',2015. WALL-ZONE 5=24.3,-32.5 PSF CORNER PIERS OVER 20'TALL SHALL BE DOUBLE
STACKED CONCRETE BLOCKS. TIE DOUBLE STACKED
8.ALL ROOF DECKING IS TO BE%e OSB SHEATHING. D C M-M H D CITY NOTE:C&C WIND PRESSURES SHOWN ARE FOR A BLOCKS BY ALTERNATING THE DIRECTION OF BLOCKS
FASTEN ROOF SHEATHING TO ROOF FRAMING WITH 10 SQUARE FOOT EFFECTIVE AREA(AB)AND ON EACH ROW.
2'RING SHANK NAILS SPACED AT 8'MAX MAY BE REDUCED FOR LARGER AREAS AS
ITEMS BY OTHERS: ALLOWED BY CODE. 4.OLD HICKORY BUILDINGS IS NOT RESPONSIBLE FOR
9.ALL SIDING IS TO BE%-TREATED T7-11 PLYWOOD, THE FOLLOWING ITEMS ARE TO BE SUPPLIED AND THE PREPARATION OF THE PROPOSED SITE.IT IS THE
)'LP SMART PANEL,OR LP DUTCH LAP SIDING, INSTALLED BY OTHERS. THESE ITEMS MAY BE SUBJECT TO PROPERTY OWNERS RESPONSIBILITY TO DETERMINE
7i4e'OSB WALL SHEATHING IS TO BE INSTALLED LOCAL JURISDICTION APPROVAL. OLD HICKORY BUILDINGS IF SITE CONDITIONS ARE SUITABLE TO SUPPORT
ON ALL WALLS USING DUTCH LAP SIDING. IS NOT RESPONSIBLE FOR THESE ITEMS. THE STRUCTURE.
10.ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED 1.THE COMPLETE FOUNDATION AND TIE-DOWN SYSTEM 5. PIERS SHOWN ON SHEET St ARE CONCEPTUAL AND
SYP#2,OR BETTER UNLESS NOTED OTHERWISE. MAY NOT REFLECT ACTUAL CONDITIONS. THE PIER
FLOOR JOISTS FOR 10'WIDE BUILDINGS ARE TO BE 2.RAMPS,STAIRS,AND GENERAL ACCESS LAYOUT MAY BE ADJUSTED AS NEEDED BASED ON
SYP#1,OR BETTER. SITE CONDITIONS,PROVIDED THAT THE MAXIMUM
3.ELECTRICAL SERVICE HOOKUP SPACING SHOWN IS NOT EXCEEDED.
- SEAL
UTILP SHED--NORTH CAROLINA-410=150 MPH--2018 NCBC
G40950 o PROJECT N0:
SHEET NUMBER
DATE 03 31-2022
,LMNFPrF &O-RBUILDINGS-HICKORY laN S-0
CHECKED BY. K N
s-3r•a.a +: SCALE:NONE

AID
_ F' j a �'
M. Y
01
.Afd L S ;
°z
e
I

PIER SPACING SCHEDULE
20'-4r MAX LENGTH(8'WIDE)
30'-0•MAX LENGTH(t(r WIDE) BLDG WIDTH MAX SPACING
8'-0• 6'-0•
a 401-0-MAX LENGTH(17&14'WDE) ta-0" 8'-0'
to 17-0" T-W
�u a 44'-0'MAX LENGTH(16'WIDE) 14'-W T-0'
,s GC OF PIER MAX
w SEE SCHEDULE
of -
IIIIIIIIIIIIIIIIIIIIIilllllll
TRTD 4x6 OUTSIDE SKID
(NOT REQ D FOR 8'&10'
= a WIDE BUILDINGS)
� N� IIIIIJItllllilliilllllllilil ►
uWri= TRTD 4XB INSIDE SKIDS
wq illlllllllllllllllJllllllllll
4 ¢
TRTD 4x6 OUTSIDE SKID
(NOT REQ'D FOR 8'&1(T
Li i l l I I I I I I I I I I I I I I I I I I WIDE BUILDINGS)
Al
Ililllllilllllillllllllllilil
FLOOR JOISTS.REFER TO SHEETS RIM JOIST
5-3.0 THRU S-32 FOR SIZE&SPACING. PROVIDE PIERS AS REQUIRED FOR (TYP)
BUILDING TIE-DOWN TO BE INSTALLED BY SITES I HAT ARE NOT LEVEL.REFER TO
THE CUSTOMER.REFER TO NOTES ON S-0. SHEET S-0 FOR PIER REQUIREMENTS,
THE QUANTITY OF TIE-DOWNS SHOWN ON
THIS PLAN ARE CONCEPTUAL AND MAY NOT
REFLECT THE ACTUAL REQUIRED
QUANTITY.SEE THE SCHEDULE ON
SHEET S-2 FOR THE REQUIRED TIE-DOWN FLOOR FRAMING PLAN
QUANTITY AND LOAD RATING BASED
ON THE BUILDING LENGTH(TYP)
UTILITY SHED--NORTH CAROLINA-4WIND=150 MPH--2018 NC'3t%
C SEAL c
040950 e ° PROJECT NO:
• SHEET NUMBER
DATE:
�' ;,;: OLD HICgORY �N,_2022
DRAYNBY
QE �
CEIVED CHECKED BY:
S-1
KLN
—BUILDINGS—
3^3!•.l� REVISION: SCALE:NOT TO SCALE
t Z 1 2023
DCfv`-s'"0 CITY

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UPLIFT ANCHORAGE SCHEDULE
BLDG 8'WIDE BLDGS 10'WIDE BLDGS 12'WIDE BLDGS 14'WIDE BLDGS 16'WIDE BLDGS
LENGTH NUMBER OF REQ'D ANCHOR NUMBER OF REQ'D ANCHOR NUMBER OF REQ'D ANCHOR NUMBER OF REQ'D ANCHOR NUMBER OF REQ'D ANCHOR
TIE-DOWNS CAPACITY TIE-DOWNS CAPACITY TIE-DOWNS CAPACITY TIE-DOWNS CAPACITY TIE-DOWNS CAPACITY
81-0' 2 450#
1014' 2 550# 2 550#
17-0' 2 700# 2 6504 2 5500 -
14'-0' 3 5W# 3 500# 2 650# 3 550#
16'-0' 3 mm 3 550# 3 500# 1 3 600# 3 6"
16'-0' 1 3 700# 3 650# 3 550# 3 65D# 3 700#
20'-0' 4 550# 3 700# 3 650# 4 5500 4 600#
27-0' 4 600# 3 7D0# 4 600# 4 650#
24'-0' 4 650# 4 550# 4 650# 4 7DG#
264r 4 7009 4 6D0# 5 600# 5 600#
28'-0' 5 600# 4 650# 5 650# 5 650#
3V-W 5 650# 4 700# 5 6500 5 700#
3Z-W 5 am 5 700# 6 6000
-0 34 ' 5 660# 6 650# 6 650#
38-0' 5 7" 6 650# 6 7000
36-(r 5 70M 6 700# 7 6500
40'-0' 6 650# 7 650# 7 6W#
47-0 7 700#
44'-V - 8 850#
NOTES:
1)TIE-DOWNS AND ANCHORS ARE TO BE SUPPLIED AND INSTALLED BY THE CUSTOMER.
OLD HICKORY BUILDINGS IS NOT RESPONSIBLE FOR THE TIE-DOWN SYSTEM.
REFER TO NOTE SHEET S-0.
2)THE SCHEDULE INDICATES THE RECOMMENDED NUMBER OF BUILDING TIE-DOWNS TO BE
INSTALLED BY THE CUSTOMER- EACH TIE-DOWN HAS TWO ANCHORS.REFER TO DETAILS
SHOWN ON SHEET S-2.1 FOR TIE-DOWN OPTIONS.
3)PROVIDE A TIE-DOWN NEAR EACH END OF THE BUILDING. REMAINING TIE-DOWNS SHOULD BE
EVENLY SPACED ALONG THE ENTIRE LENGTH OF BUILDING.
�N� UTILITYSHED-NORTH CAROLINA--fflND=lvv MPH--2018 NC"f*
�
:4 5�w
040950 PROJECT NO:
@ DATE 03-01�� SHEET NUMBER
•3�' •.-61t �
OLDHICKORY CHECKSDRAVON Y: KLN s_20
RECEIVED —sU)LDINGS— CHECKED �"
3-3/•.1� REVISION: SCALE:NONE
SEP 21 2023
DCM-PAHD CITY

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20 GA x lV WIDE GALVANIZED STRAP W/
20 GA x TYi WIDE GALVANIZED DOUBLE BUCKLE.WRAP STRAP AROUND
STRAP ATTACHED TO ANCHOR OUTER SKID OUTER SKID EACH OUTER SKID PER MANUFACTURER'S
w/SLOTTED BOLT PER MANUR (TYp) (TYP) WRITTEN SPECIFICATIONS.ATTACH STRAP
SPECS.(NOT PROVIDED BY OHS). END TO ANCHOR w/SLOTTED BOLT PER
%7 DIAMETER x 30'LONG MANUF.SPECS.(NOT PROVIDED BY OHB).
EARTH ANCHOR W/
(N T HELD I OR EQUAL.
(NOT PROVIDED BY OHB)
FINISH GRADE FINISH GRADE
TIE-DOWN ANCHOR DETAIL(OPTION A) 4(•DIiAMETERx30'LONG TIE-DOWN ANCHOR DETAIL(OPTION B)
NOT TO SCALE EARTH ANCHOR W/ NOT TO SCALE
(2)4'HELK OR EQUAL
(NOT PROVIDED BY OHB)
20 GA.x IN WIDE GALVANIZED STRAP Wl
DOUBLE SUCKLE.WRAP STRAP AROUND
20 GA.x TYi MADE GALVANIZED EACH OUTER SKID PER MANUFACTURER'S
STRAP ATTACHED TO ANCHOR OUTER SKID OUTER SKID WRITTEN SPECIFICATIONS.ATTACH STRAP
w/SLOTTED BOLT PER MANUF. (TYP) (TYP) END TO ANCHOR w/SLOTTED BOLT PER
SPECS.(NOT PROVIDED BY OHB). DOUBLE TENSION HEAD CONCRETE MANUF.SPECS.MOT PROVIDED BY OFiB}
ANCHOR MODEL#MICS2 BY
TIE DOWN ENGINEERING OR EQUAL.
ATTACH TO SLAB PER
MANUFACTURER SPECIFICATIONS
(NOT PROVIDED BY OHB)
CONCRETE SLAB OR CONCRETE SLAB OR
FOOTING BY OTHERS. FOOTING BY OTHERS.
4'MIN THICKNESS AT 4'MIN THICJOJESS AT
ANCHOR LOCATION. ANCHOR LOCATION.
NOTE:
TIE-DOWN ANCHOR DETAIL OPTION C OHB IS NOT RESPONSIBLE FOR TIE-DOWN ANCHOR DETAIL(OPTION D)
NOT TO SCALE THE DESIGN OR PLACEMENT OF THE NOT TO SCALE
CONCRETE SLABS OR FOOTINGS
�" UTILITY SHED-- CAROLINA-40=150 MPH--2018 NCuDnv
:4 SF-AL
n 040950 - PROJECT NO:
SHEET NUMBER
RECEIVED c° GATE: 03-31=
OLDHICKORY DMMBY. KLNS-21 KILN
BUILDINGS— Dom`
SEP 21 2023 REVISION: SCALE:NONE
DCl�ri-Ij�;�iU CITY

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OSB GUSSET PLATE �W OSB GUSSET PLATE
W/(16)1Sc1Yi STAPLES MIN O (16)1' G STAPLES MIN
OR 2x4 20 GA METAL TRUSS PLATE HYDROR 2x4 L CL METAL��PLATE
HYDRAULICLY PRESSED IN PLACE EACH SIDE
OF PRESSED IN PLACE
EACH SIDE OF RAFTER EACH SIDE OF RAFTER.
2x4 RAFTERS� 2x4 RAFTERS�
24-O.C.MAX '/e OSS DECKING 24'O.C.MAX W/FIBERGLASSIASPHALT
W/FIBERGLASSIASPHALT SHINGLES OR 29 GAGE
SHINGLES OR 29-GAGE METAL ROOFING.
-- 12 METAL ROOFING. 5 r
5t—
TOP PLATE REFER TO TOP PLATE
NOTE 1 REFER TO
WALL SIDING.REFER WALL SIDING.REFER NOTE 1
TO GENERAL NOTE 9 2*4 COLLAR TIE a TO GENERAL NOTE 9
ON SHEET S-0 EACH RAFTER. ON SHEET S-0 2*4 COLLAR TIE
EACH RAFTER
2x4 STUDS. LOCATE AT MID-HEIGHT n 2x4 STUDS. LOCATE MAT ID tiGHT
SEE SCHEDULE OF RAFTER SEE SCHEDULE OF RAFTER
ON SHEET S3.2 %"OR% PLYWOOD OR ON SHEET S32
FOR MAX SPACING. ENGINEERED FLOORING FOR MAX SPACING.
�m �o
5-0'MIN 17 5.4.MN
(2)4x6 TRTD SKID 64'MAX 2x4 TRTD FLOOR JOIST T-r MAX
16-O.C.MAX 2x4 TRTD FLOOR JOIST OR 37 PLYWOOD OR
&-(r Q 16.O.C.MAX ENGINEERED FLOORING
(2)4x6 TRTD SKID
8'WIDE 10'WIDE
NOTES:1.PROVIDE A DOUBLE TOP PLATE ALONG THE SIDE WALLS WHEN THE
RAFTER SPACING DOES NOT MATCH THE WAIL STUD SPACING.
2.ACTUAL SKID SPACING MAY VARY PROVIDED THAT THE CENTER TO BUILDING SECTIONS
CENTER SPACING IS WITHIN THE MAX/MIN SPACING STATED.
3.2x6 FRAMING MAY BE SUBSTITUTED FOR THE 2)A FRAMING SHOWN.
THE SPACING OF THE 24 FRAMING SHALL BE AS SHOWN FOR THE 2x4_
0."' UflUrY SHED--NORTH CAROLINA-s-WINNov MPH--2018 NC'Dk^w
C. SEAL
3 040950 PROJECT NO:
6
DATE: 03-31-2022 SHEET NUMBER
PECEiVED OLD H—BUILDINGS—
ICURY °HE�� KILN8-3.0CHECKED KLN
3-31•��, REVISIDN:
SCALE:1/4'_l'-0'
SEP 21 2023
DChF►.. -,;i0 CITY

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7/e OSB GUSSET PLATE
W/(18)15AY4 STAPLES MIN
OR 2x4 20 GA METAL TRUSS PLATE
HYDRAULICLY PRESSED IN PLACE 4e OSB GUSSET PLATE
EACH SIDE OF RAFTER. W/(18)19AY'STAPLES MIN
2x6 RAFTERS Q OR 2x4 20 GA METAL TRUSS PLATE
2x4 RAFTERS Q 24'O.C.MAX HYDRAULICLY PRESSED IN PLACE
24-O.C.MAX
34s'OSB DECKING (SEE NOTE) EACH SIDE OF RAFTER.
W/FIBERGLASSIASPHALT
SHINGLES OR 29-GAGE
?12 METAL ROOFING. tie OSB DECKING
W/FIBERGLASS/ASPHALT
o SHINGLES OR 291GAGE
12 12
44 r METAL ROOFING.
TOP PLATE. Zr
REFER TO
WALL SIDING.REFER 2x4 COLLAR TIE AT NOTE 1
TO GENERAL NOTE 9 EACH RAFTER
2x8 ® TOP PLATE.REFER TO
ON SHEET S-0 NOTE 1
WALL SIDING.REFER EACH RAFTER
m TO GENERAL NOTE 9
i� 20 STUDS. O
SEE SCHEDULE N SHEET S-0
ON SHEET S-3.2 sib'OR S/4 PLYWOOD OR I FOR MAX SPACING. ENGINEERED FLOORING I. 2x4_SEE SCHEDUDS. %'OR%"PLY FLOO D R
ON SHEET S-3.2
5-0'MIN FOR SPACING.
12'MAX(TYP) T$'MAX 2x4 TRTD FLOOR JOISTS ugm
16'O.C.MAX I I
5-0'MIN
11'-Z' 16-MAX(TYP) T-8'MAX
(4)4x6 TRTD SKID 2x8 TRTD FLOOR JOISTS
Q 1W O.C.MAX
12'WIDE (4)06 TRTD SKID
NOTE:PROVIDE tie OSB INTERIOR WALL SHEATHING AT 14'WIDE
1V-2'WIDE ENDWALLS WITH 9'-0'WIDE ROLL-UP DOORS.
ATTACH THE OSB TO THE WALL FRAMING WITH 2'RING
SHANK NAILS SPACED AT 4'MAX. NOTE: ROOF RAFTERS FOR THE 14'WIDE BUILDING
MAY BE 20 016-O.0 WHEN THE WALL STUDS
ARE SPACED AT 16'O.C.OR A DOUBLE TOP
NOTES:1,PROVIDE A DOUBLE TOP PLATE ALONG THE SIDE WALLS WHEN THE PLATE IS USED AT THE SIDE WALLS.
RAFTER SPACING DOES NOT MATCH THE WAIL STUD SPACING.
2.ACTUAL SKID SPACING MAY VARY PROVIDED THAT THE CENTER TO BUILDING SECTIONS
CENTER SPACING IS WITHIN THE MAXIMIN SPACING STATED.
3.24 FRAMING MAY BE SUBSTITUTED FOR THE 2x4 FRAMING SHOWN.
THE SPACING OF THE 2x6 FRAMING SHALL BE AS SHOWN FOR THE 2x4.
�N UTILITY SHED--NORTH CAROLINA-410=150 MPH--2018 NCII
SEAL
040950 PROJECT NO:
. DATE: 0"1-2022 SHEET NUMBER
OLD HICBCRY DRAWN BY: KLN
RECEIVED CHECKED BY: KILN S-31
—BUILDINGS—
3 31•J; REhsION:
SCALE:1l4'=1'-0'
DCIvi-ivlHD CITY

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7/�a OSB GUSSET PLATE
Wl(20)1-x1Ya-STAPLES MIN
OR 4x4 20 GA METAL TRUSS PLATES
HYDRAULICLY PRESSED IN PLACE
EACH SIDE OF RAFTER
2x6 RAFTERS WALL STUD SPACING SCHEDULE
24'O.C.MAX
'/ie OSB DECKING WALL SIDING STUD SPACING
W/FISERGLASS/ASPHALT
mwo 12 SHINGLES OR 29-GAGE V T1-11 PLYWOOD 24"MAX
4.4 F METAL ROOFING. 'LP SMART PANEL 16'MAX
i+l
LP DUTCH LAP w/OSB SHEATHING 16-MAX
TOP PLATE NOTES:
2x6 CaLLAR TIE @ REFER TO 1.PROVIDE A DOUBLE TOP PLATE WHEN THE STUDS ARE SPACED AT IS'O.C.
WALL SIDING.REFER EACH RAFTER NOTE 1 2.ALL WALL PANELS SHALL BE FASTENED TO FRAMING WITH Y RNG SHANK NAILS.
TO GENERAL NOTE 9 3.WALL PANEL NAIL SPACING SWILL BE;-
ON SHEET S-0
STUDS SPACED AT 24:
anP 2x4 STUDS. rf(s•OR)4'.PLYWOOD OR SIDE WALLS:SPACE NAILS AT 6-MAX ALONG ALL PANEL EDGES AND
SEE SCHEDULE ENGINEERED FLOORING W MAX IN THE FIELD.
ON SHEET S-3.2 END WALLS: SPACE NAILS AT 4'MAX ALONG ALL PANEL EDGES AND
FOR MAX SPACING. 6-MAX IN THE FIELD.
v�m STUDS SPACED AT 16:
o 5!-(r MIN SIDE WALLS:SPACE NAILS AT W MAX ALONG ALL PANEL EDGES AND
16-MAX OW) 7-8"MAX 12'MAX IN THE FAD.
2x6 TRTD FLOOR JOISTS END WALLS: SPACE NAILS AT 4'MAX ALONG ALL PANEL EDGES AND
16.O.C.MAX 12'MAX IN THE FIELD.
(4)4x6 TRTD SKID 194"
16'WIDE
NOTES:1.PROVIDE A DOUBLE TOP PLATE ALONG THE SIDE WALLS WHEN THE
RAFTER SPACING DOES NOT MATCH THE WALL STUD SPACING.
2.ACTUAL SKID SPACING MAY VARY PROVIDED THAT THE CENTER TO BUILDING SECTIONS
CENTER SPACING IS WITHIN THE MAXIMIN SPACING STATED.
3.24 FRAMING MAY BE SUBSTITUTED FOR THE 2z4 FRAMING SHOWN.
THE SPACING OF THE 2x6 FRAMING SWILL BE AS SHOWN FOR THE 2x4.
r CAO
0UTILITY SHED--NORTH CAROLINA—WINN" MPH-2018 Nrvc)%W
a s E
3 040950 a PROJECT NO:
03-31-2022 DATE: SHEET NUMBER
L. OLD HICSORY ►ILNS-32ECEIVED °�NNeV
—BUILDINGS— CHECKED BY: KILN
3-31.1,t REVMM:
SEP 2
DCM-mHL) CITY

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MIN
2x4 STUDS WITH THROUGH
3'NAILS (REF 1DETAIL NAILS
EXTERIOR SIDING. THROUGH ALTERNATE ATTACHMENT)
BOTTOM PLATE
REFER TO SHEETS INTO EACH STUD CONT.2x4 TREATED RIM BOARD
S 3.0 THRU 5�.2 W13-NAILS @ 6'INTO BRIDGING SIMPSON H2.5(OR EQUAL)
8(3)3-NAILS TOENAILED INTO SKID
FLOOR JOIST (4)3'TOE NAILS HURRICANE TIE
TIE_DOWN INTO SKID AT EACH RAFTER
3-NAILS @ 6- (BY OTHERS)
tx4 FASCIA
44'SOFFIT ALTERNATE UPLIFT co
(3)3-NAILS HOLD-DOWN IN
LIEU OF H2.5 STRAP: _.6
U No*0 TIMBERLOK w�
aOTMRS
CONT.2x4 TREATED BRIDGING Y SKID WOOWD y DUTY C JiWI(5)3-NAILS IN EACH SKID TOE NAIL RAFTERZ (OR EQUAL)ATTIE_DOWN TO TOP PLATE W/ EACH RAFTER,
SUPPLIED&IF (4)10d NAILS MIN INSTALL PER
BY MANUF.SPECS
1-TYPICAL DETAIL 2-FLOOR JST TO SKID DETAIL 3-EAVE DETAIL(UP TO 12'WIDE BLDG)
2x4 20 GA METAL TRUSS (10)10d NAILS MIN 2x4 20 GA METAL TRUSS
PLATE CENTERED (REF DETAIL 6 FOR RED
OVER JOINT EACH SIDE ALTERNATE ATTACHMENT] j!7
IDE
OF RAFTER,HYDRAULICLY IC E.
2x8 RAFTER CE
PRESSED IN PLACE. SIMPSON H2.6
(OR EQUAL)
HURRICANE TIE
AT EACH RAFTER
lx4 FASCIA
mry
M
mom' ALTERNATE UPLIFT HOLD-DOWN w ale AFTER
ru IN LIEU OF H2.5 STRAP:
LLI
y o TOE NAIL RAFTER 'WOOD SCREW(OR EQUAL))ATM c
w TO TOP PLATE WI
y (4)tOd NAlI.S MI EACH RAFTER.
NOTE:REFER TO DETAIL 3 FOR INFO NOT SHOWN NOTE:REFER TO DETAIL 5 FOR INFO NOT SHOWN
4-ALTERNATE COLLAR TIE DETAIL 5-EAVE DETAIL(14'&16'WIDE BLDG) 6-ALTERNATE COLLAR TIE DETAIL
aQ t UflLITY SHED--NORTH CAROLINA-40=150 MPH--2018 NCDn
Q SEAL _
i 040950 - PROJECT NO:
Ss SHEET NUMBER
G03-3
P?�rr DECEIVED OLD HICgORY °"�DRAWN BY: �,zDzz S-4.0
ntx
—BUILDINGS— CHECKED BY. KLN
2023 REVISION: SCALE:1'=1'-0
DCtvI-Ivlriu CITY

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CONT.TOP PLATE HEADER. CONT.TOP PLATE HEADER
NO SPLICE PERMITTED NO SPLICE PERMITTED 2x4(FLAT)NAILED TO
OVER OPENING OVER OPENING TOP PLATE HEADER
NOTE: NOTE:
ALL MEMBERS NOTE:qLL MEMBERS ALL MEMBERS
ARE 2x4 ARE 2x4 ARE 2(4 2x4,FLAT
STUD
STUD (TYP)
38'MAX 25'MAX 38'MAX 24'MAX 38'MAX OPENING 24-MAX
2x4 SILL
2x4 SILL 2x4 SILL AT WINDOW
AT WINDOW AT WINDOW (NP)
BUILDINGS UP TO 14'WIDE 16'WIDE BUILDINGS
1-END WALL WINDOW/DOOR FRAMING 2-SIDE WALL WINDOW/DOOR FRAMING 3-SIDE WALL WINDOW/DOOR FRAMING
2x4
HEADER ENDWALL HEADER FOR
2x4 OPENINGS UP TO 9'-O'.
SIDEWALL HEADER FOR ROOF RAFTER TOP PLAN
OPENINGS UP TO 4'-0'. (fYP) JOINT CONT.SINGLE 2x
T
(2)2x4 w! TOPP P PLATE
Yz OSB SPACER
SIDEWALL HEADER FOR
OPENINGS UP TO 8'-0'.
(2)2x6 w/ SIDEWALL HEADER FOR
Yz'OSB SPACER IV9VI OPENINGS UP TO 9'-0'.
yCpp��1� (BUILDINGS UP TO 14'WIDE)
OPENINGS UP TO 8'-0'. 2x4 SPLICE
WALL TOP (8)3'NAILS PLATE
PLATE(NAILED (16'WIDE BUILDINGS) EACH SIDE
TO HEADER) STUD OF JOINT
(2)2x6 wM (TYP) 24' MAX Zr MAX
Yz'OSB SPACER SIDEWALL HEADER FOR
PROVIDE A JACK STUD UNDER EACH OPENINGS UP TO 9-W.
NOTE:NOTE: END OF LOAD BEARING HEADERS.NOT (16'WIDE BUILDINGS)
REQUIRED AT END WALLS.
4-HEADER SCHEDULE 5-WALL TOP PLATE SPLICE DETAIL
UTILITY SHED--NORTH CAROLINA-410=150 MPH--2018 NCBC
2 G. SEAL
040950 c e PROJECT NO:
DECEIVED SHEET NUMBER
DATE: 03 31-2022
OLDHICSOAY �YM 6Y KLN S-4.1BUILDINGS— CHECKED Br: KILN
3-31 a� SEP 21 2023 REVISION: SCALE:1'=1'-0
DC#A-Mri CITY

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