SC_19-08_ SLA Surf

Issued by WiRO SC19-08
Surf City Permit Number
CAMA
MINOR DEVELOPMENT
PERMIT iir-""
NORTH CAROLINA
Environmental Quality
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 SLA Surf City, LLC authorizing development in the Estuarine Shoreline (AEC) at Lot 6, South Boca Bay
Lane, in Surf City, Pender County as requested in the permittee's application, dated February 18, 2019, and received by
DCM on February 20, 2019. This permit, issued on March 11, 2019, is subject to compliance with the application and
drawing dated and received by DCM on February 20, 2019 (where consistent with the permit), all applicable regulations
and special conditions and notes set forth below. Any violation of these terms may subject the permittee to a fine,
imprisonment or civil action, or may cause the permit to be null and void.
This permit authorizes: Construction of a duplex with decking and parking area(s).
(1) All proposed development and associated construction must be done in accordance with the permitted site drawing dated
received by DCM on February 18,2019.
(2) Any change or changes in the plans for development, construction, and/or land use activities will require re-evaluation and
modification of this permit.
(3) A copy of this permit shall be posted or available on site throughout the construction process. Contact this office at(910)
766-7221 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 4
"IF
within twenty (20)days of the issuing date. This permit must be on the project 0 Q>
site and accessible to the permit officer when the project is inspected for o
compliance. Any maintenance work or project modification not covered under Jason Dail W
this permit,require further written permit approval.All work must cease when this C' A LOCAL PERMIT OFFICIAL r-'
permit expires on: 127 Cardinal Drive Extension 0
a
December 31,2022 Wilmington, NC 28405-3845 Its z
•
In issuing this permit it is agreed that this project is consistent with the local Land Dit-LQ 4�-'j -
Use Plan and all applicable ordinances. This permit may not be transferred to `
another party without the written approval of the Division of Coastal PERMITTEE
Management.
(Signature required if conditions above apply to permit)

Name: SLA Surf City, LLC
Minor Permit#SC19.08
Date: March 11, 2019
Page 2 of 2
(4) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Disturbed areas shall be vegetated and stabilized (planted and
mulched)within 14 days of construction completion.
(5) Any proposed for grading within the 30' Coastal Shoreline buffer (as measured from the Normal High Water level)
must be contoured to prevent additional stormwater runoff to the adjacent marsh and/or canal. This area shall be
immediately vegetated and stabilized, and must remain in a vegetated state.
(6) With exception of 20 sq. ft. of elevated, slatted uncovered decking, all other development shall be located at least
30' landward of the normal high water line.
(7) No impervious coverage/built upon area, including but not limited to the house (including eaves), foundation pad,
covered decking, etc.shall extend into the 30-foot coastal shoreline buffer.
(8) Shall the plan of development exceed 30% impervious coverage within 75' of the normal high water line, the
applicant shall effectively demonstrate, through innovative construction and design that the amount of impervious
surfaces exceeding 30%impervious coverage within the 75' Coastal Shoreline AEC shall be managed and the AEC
protected. All proposed development and associated construction must be done in accordance with a credible
innovative design plan,sealed and sealed by a professional engineer.
(9) Upon completion of construction and prior to the issuance of a Certificate of Occupancy(CO), a letter of certification
must be received from the designer of the innovative system installed, certifying that the permitted system has been
installed in accordance with this permit, the approved plans and his design specifications. Any deviations from the
approved plans and specifications must be noted on the Certification and a permit modification may be required
prior to receiving a CO.
(10)All structures shall comply with the NC Building Code, including the Coastal and Flood Plain Construction Standards
of the N. C. Building Code, and the Local Flood Damage Prevention Ordinance as required by the National Flood
Insurance Program. If any provisions of the building code or a flood damage prevention ordinance are inconsistent
with any of the following AEC standards, the more restrictive provision shall control.
(11)Pursuant to 15A NCAC, Subchapter 7J.0406(b), this permit may not be assigned, transferred, sold or otherwise
disposed of to a third-party.
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SIGNATURE. DATE: w
PERMITTEE w
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I n / / / q OTHER PERMITS MAY BE REQUIRED:The activity you are planning may require permits other than the CAMA
V � �f� 1 Permit Number / l minor development permit,including,but not limited to:Drinking Water Well,Septic Tank(or other sanitary waste
v treatment system),Building,Electrical,Plumbing,Heating and Air Conditioning,Insulation and Energy Conservation,FIA
card Estuarine Shoreline ^ ORW Shoreline Public Trust Shoreline Other Certification,Sand Dune,Sediment Control,Subdivision Approval,Mobile Home Park Approval,Highway Connection,and
(For official use only) others.Check with your Local Permit Officer for more information.
k►,INFORMATIONSTATEMENT OF OWNERSHIP:
I,the undersigned,an applicant for a CAMA minor development permit,being either the owner of property in an AEC or a
WNER person authorized to act as an agent for purposes of applying for a CAMA minor development permit,certify that the person
LA Surf City,LLC listed as landowner on this application has a significant interest in the real property described therein.This interest can be
described as:(check one)
164 Skipper Street
ran owner or reco d title Title is vested in Fee Simple ,see Deed Book 4668
n Mill State SC Zip 29715 phone [phone] page 2063 in the render County Registry of Deeds.
[e-mail]
Elan owner by virtue of inheritance.Applicant is an heir to the estate of ,
RIZED AGENT probate was in County.
harles F.Riggs&Associates, Inc. Elff other interest,such as written contract or lease,explain below or use a separate sheet&attach to this application.
P.O. Box 1570
NOTIFICATION OF ADJACENT PROPERTY OWNERS:
:ksonville State NC zip 28541 phone [phone] 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.
[e-mail] (Name) (Address)
(1) Mr. Lloyd Roger Bass, 3079 3rd Street, Surf City, NC 28445
ION OF PROJECT:(Address,street name and/or directions to site.If not oceanfront,what is the name of the
waterbody.)Lot 6,South Boca Bay Lane,Surf City,Pender County(Parcel#4245-45-9016-0000) (2) Mr.and Mrs.David R.Johnson,985 Johnson Nursery Road,Willard,NC 28478
3)
[PTiON OF PROJECT:(List all proposed construction and land disturbance.) Proposed Two-Story (4)
t on Pilings with Decks Over Concrete Slab Partially Enclosed below for Storage with
r LOT/PARCEL: 11,999 square feet 0.275 acres Pervious Drives ACKNOWLEDGEMENTS:
I,the undersigned,acknowledge that the land owner is aware that the proposed development is planned for an area which
SED USE:Residential Q (Single-family 0 Multi-family Q) Commercial/Industrial❑ Other ❑ 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-
ETE EiTHER(1)OR(2)BELOW(Contact your Local Permit Officer if you are not sure which AEC applies tion and floodproofing techniques.
roperty):
I furthermore certify that I am authorized to grant,and do in fact grant,permission to Division of Coastal Management staff,
AN HAZARD AECs:TOTAL FLOOR AREA OF PROPOSED STRUCTURE:N/A square feet(includes the Local Permit Officer and their agents to enter on the aforementioned lands in connection with evaluating information
honed living space,parking elevated above ground level,non-conditioned space elevated above ground level but related to this permit application.
g non-load-bearing attic space) ,Q,,`
STAL SHORELINE AECs:SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT This the /v//e day of��°S ,201 9
URFACES:1,662 square feet(includes the area of the roof/drip line of all buildings,driveways,covered decks, del.1911,or masonry patios,etc.that are within the applicable AEC.Attach your calculations with the project drawing.) as' forpurpose of filinga CAMApermit application
Landowner or person authorized to act
STORMWATER MANAGEMENT PERMIT:Is the project located in an area subject to a State Stormwater
nent Permit issued by the NC Division of Water Quality? This application includes:general i ,.. atro (this form),a site drawing as described on the back of this application,the
D Nd I ownership statement,the Ocean Ha; /AE r Notice where necessary,a check for S100.00 made payable to the locality and
upon area/imperviousyourparcel: 3,720 any information as may be provided o.,I ,y the applicant.The details of the application as described by these sources are
a the total built u n surface allowed for lot or square feet. 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.
RECEIVED
FFR20 "'9
DCM WILMINGTom a"

Ift
MICHAEL S. REGAN
Secretary
NORTH CAROUNA BRAXTON DAVIS
Envtronmental Quality
Director
March 11, 2019
SLA Surf City, LLC
164 Skipper Street
Ft. Mill,SC 29715
To Whom It May Concern:
Attached are CAMA Minor Development Permits issued to the following properties in Surf City,
Pender County:
• SC 19-07 Lot 5,S. Boca Bay Lane
• SC 19-08 Lot 6,S. Boca Bay Lane
• SC 19-09 Lot 7,S. Boca Bay Lane
• SC 19-10 Lot 8,S. Boca Bay Lane
• SC 19-11 Lot 9,S. Boca Bay Lane
Electronic copies of these permits have been sent to the Surf City Inspections Department and to
your agent.
To validate each permit, sign the front and back of each white copy and
• : of receipt in the enclosed, self-addressed envelope. Sign and keep the orange copies for
your records.
These permits are not valid until each permit is signed and returned to our office.
Thank you for your prompt attention to this matter.
Sincerely,
Tanya K. Pietila
Permit Support Technician
N.C. Division of Coastal Management
Enclosures
Cc:WiRO files
PN Co. Inspection Dept.
C. Riggs-Agent
State of North Carolina I Environmental Quality Coastal Management
127 Cardinal Drive Ext.,Wilmington,NC 28405
919 7967215

U.S. Postal Service'' U.S. Postal Service"'
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RECEIVED CEIVE
FEB 2 0 2019 FEB
DCM WILMINGTON, NC DCM WI IN ON, NC

CERTIFIED MAIL • RETURN RECEIPT REQUESTED
DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
Name of Property Owner SLA Surf City, LLC
Address of Property: South Boca Bay Lane, Surf City, Pender County (Lots 5-9)
(Lot or Street#, Street or Road, City &County)
Agent's Name#: Charles F. Riggs & Assoc. Mailing Address: P. O. Box 1570
Agent's phone #: [phone] Jacksonville, NC 28541
I hereby certify that I own property adjacent to the above referenced property. The individual
applying for this permit has described to me as shown on the attached drawing the development
they are proposing. A description or drawing, with dimensions, must be provided with this letter.
I have no objections to this proposal. I have objections to this proposal.
If you have objections to what is being proposed,you must notify the Division of Coastal Management
(DCM) in writing within 10 days of receipt of this notice. Contact information for DCM offices is
available at www.nccoastalmanagement.net/contact dcm.htm or by calling 1-888-4RCOAST. No
response is considered the same as no objection if you have been notified by Certified Mail.
WAIVER SECTION
I understand that a pie , ck, mooring pilings, breakwater, boathous , or groin must be set
back a minimum distance of ' m my area of riparian acre ess waived by me. (If you
wish to waive the setback, you must l the appro e blank below.)
I do wish to waive th setback re ment.
I do wish to waive the 15' setback requirement.
(Property n •r• >rtiodd" (Adjacent Property Owner Information)
Signature Signature
Charles F. Riggs, .gent f• application
Print or Type Name r Print or Type Name
P. O. Box 1570
Mailing Address Mailing Address
Jacksonville, NC 28541
City/State/Zip City/State/Zip
[phone]
Telephone Number Telephone Number
RECEIVED
08// DCM Wlt MINGTON, NC
Date Date
Revise

OCEAN HAZARD AEC NOTICE
Project is in an: Ocean Erodible Area High Hazard Flood Area Inlet Hazard Area
Property Owner: SLA Surf City, LLC
Property Address: South Boca Bay Lane, Surf City, Pender County
Date Lot Was Platted: June 2011
This notice is intended to make you, the applicant,aware of the SPECIAL NOTE: This hazard notice is required for
special risks and conditions associated with development in this development in areas subject to sudden and massive storms and
area, which is subject to natural hazards such as storms,erosion erosion. Permits issued for development in this area expire on
and currents. The rules of the Coastal Resources Commission December 31 of the third year following the year in which the
require that you receive an AEC Hazard Notice and permit was issued. Shortly before work begins on the project
acknowledge that notice in writing before a permit for site,the Local Permit Officer must be contacted to determine the
development can be issued. vegetation line and setback distance at your site. If the property
has seen little change since the time of permit issuance,and the
The Commission's rules on building standards, oceanfront proposed development can still meet the setback requirement.
setbacks and dune alterations are designed to minimize, but not the LPO will inform you that you may begin work. Substantial
eliminate, property loss from hazards. By granting permits. the progress on the project must be made within 60 days of this
Coastal Resources Commission does not guarantee the safety of setback determination,or the setback must be re-measured.Also,
the development and assumes no liability for future damage to the occurrence of a major shoreline change as the result of a
the development. Permits issued in the Ocean Hazard Area of storm within the 60-day period will necessitate re-measurement
Environmental Concern include the condition that structures be of the setback. It is important that you check with the LPO
relocated or dismantled if they become imminently threatened before the permit expires for official approval to continue the
by changes in shoreline configuration. The structure(s) must be work after the permit has expired. Generally, if foundation
relocated or dismantled within two (2) years of becoming pilings have been placed and substantial progress is continuing,
imminently threatened, and in any case upon its collapse or permit renewal can be authorized. It is unlawful to continue
subsidence. work after permit expiration.
The best available information,as accepted by the Coastal For more infornw.1 on,contact:
Resources Commission. indicates that the annual long-term
average ocean erosion rate for the area where your property is ASO , Pr I 1--
located is feet per year.
Local Permit Officer
The rate was established by careful analysis of aerial
photographs of the coastline taken over the past 50 years.
Studies also indicate that the shoreline could move as much as Address NC Div of Coastal Management
feet landward in a major storm. 127 Cardinal Dr.Ext
Wilmington, NC 28405
The flood waters in a major storm are predicted to be about
feet deep in this area. Locality
Preferred oceanfront protection measures are beach nourishment ) C - (p - ->a-/
-
and relocation of threatened structures. Hard erosion control
structures such as bulkheads,seawalls,revetments,groins,jetties Phone Number
and breakwaters are prohibited. Temporary sand bags may be
authorized under certain conditions.
The applicant must acknowledge this information and
requirements by signing this notice in the space below. Without
the proper signature,the application will not be complete. RECEIVED
DCM WILMINGTON, NC
. ��,.,,, �� 1 FEB 2 0 2019
Prope. Owner Signature Date
Revised May 2010

Federal Emergency Management Agency I Expiration Date: November 30,2018
National Flood Insurance Program
ELEVATION CERTIFICATE
Important: Follow the instructions on pages 1-9.
Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner.
SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE
Al. Building Owner's Name Policy Number:
SLA SURF CITY, LLC
A2. Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Company NAIL Number:
Box No.
SOUTH BOCA BAY LANE
City State ZIP Code
SURF CITY North Carolina 28445
A3. Property Description (Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.)
LOT 6,THE OAKS AT BOCA BAY
A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) RESIDENTIAL
A5. Latitude/Longitude: Lat.34d26'30"N Long.77d31'27"W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 6
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s) 448.00 sq ft
b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 4
c) Total net area of flood openings in A8.b 800.00 sq in
d) Engineered flood openings? ❑x Yes ❑ No
A9. For a building with an attached garage:
a) Square footage of attached garage 0.00 sq ft
b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A9.b 0.00 sq in
d) Engineered flood openings? ❑Yes ❑x No
SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION
B1. NFIP Community Name&Community Number B2.County Name B3. State
TOWN OF SURF CITY 370186 PENDER North Carolina
B4.Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8.Flood B9. Base Flood Elevation(s)
Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth)
Revised Date
3720424500 K 02-16-2007 02-16-2007 AE 11.0'
B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9:
❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 x❑ NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ❑x No
Designation Date: ❑ CBRS ❑ OPA
`T4- z17//9
FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6

ELEVATION CERTIFICATE Expiration Date:November 30,2018
IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE
Building Street Address(including Apt, Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number:
SOUTH BOCA BAY LANE
City State ZIP Code Company NAIC Number
SURF CITY North Carolina 28445
SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: 0 Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations—Zones A1—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO.
Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters.
Benchmark Utilized: NC CORS Vertical Datum: NAVD 1988
Indicate elevation datum used for the elevations in items a)through h)below.
❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a) Top of bottom floor(including basement,crawlspace, or enclosure floor) 3.50 0 feet ❑ meters
b) Top of the next higher floor 15.00 0 feet ❑ meters
c) Bottom of the lowest horizontal structural member(V Zones only) N/A ❑ feet ❑meters
d) Attached garage(top of slab) N/A ❑ feet ❑ meters
e) Lowest elevation of machinery or equipment servicing the building 13.10 feet ❑ meters
(Describe type of equipment and location in Comments)
f) Lowest adjacent(finished)grade next to building(LAG) 1.90 0 feet ❑ meters
g) Highest adjacent(finished)grade next to building(HAG) 2.90 0 feet ❑ meters
h) Lowest adjacent grade at lowest elevation of deck or stairs,including N/A ❑ feet ❑ meters
structural support
SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
/certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false
statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Were latitude and longitude in Section A provided by a licensed land surveyor? 10 Yes ❑No ❑Check here if attachments.
Certifier's Name License Number
JAMES A. LEWIS L-4562 ��N,```1CAR 'r//
Title `_• '(N.•......, O '��/,�
PROJECT MANAGER : O O�CESS/,,...4
Company Name _ �: 4� SEAL 9< '�
CHARLES F. RIGGS&ASSOCIATES, INC. 7.= t L-4562 O� _
Address decti
502 NEW BRIDGE STREET - " '• S
City State ZIP Code /,/�• �`S A. L� �'s`"
JACKSONVILLE North Carolina 28540 rirrr r i i 7T /
Signature Date Telephone Ext. / <1 f
Al-stay /f 2/7�g [phone] 41
Copy all p es of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company, and(3)building owner.
Comments(including type of equipment and location,per C2(e), if applicable)
PROPOSED DWELLING IS TWO STORY DULPEX ON PILINGS,PARTIALLY ENCLOSED BELOW.
SURVEYOR RECOMMENDS 4 ENGINEERED WITHIN EACH ENCLOSURE.ENGINEERED VENTS ARE SMART VENTS(MODEL
#1540-570)COVERING 200 SQ.FT.EACH.
PRELIMINARY FLOOD MAPS SHOW A CHANGE IN FLOOD ZONE TO VE(13), SURVEYOR RECOMMENDS PLACING THE
BOTTOM OF THE LOWEST HORIZONTAL STRUCTURAL MEMBER AND ELECTRICAL EQUIPMENT AT 13.0'OR HIGHER.
FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6

CHARLES F. RIGGS &ASSOCIATES, TNC.
Land Surveyors
Charles F.Riggs,P.L.S.L-2981 Corporate License(C-730). James A.Lewis,P.L.S.L-4562
502 New Bridge Street 502 New Bridge Street Landfall Executive Suites
Jacksonville,North Carolina 28540 P.O.Box 1570 1213 Culbreth Drive
[phone] Jacksonville,North Carolina 28541 Wilmington,North Carolina 28405
[e-mail] [phone] [phone]
[e-mail]
February 18, 2019
To: Mr. Jason Dail
Division of Coastal Management
North Carolina Department of Environmental Quality
127 Cardinal Drive
Wilmington,North Carolina 28405
Re: SLA Surf City, LLC Submittal for Minor CAMA Permit
Dear Mr. Dail:
On behalf of SLA Surf City, LLC, Charles F. Riggs &Associates, Inc. submits for your review the
enclosed applications for Minor CAMA permits for the properties at South Boca Bay Lane, Surf City,
Pender County,North Carolina(Lot 5-9, Oaks at Boca Bay).
' - •.ectfully,
tilv1-1-1F1` I ®
James L. Riggs
RECEIVED
DCM WILMINGTON, NC

N.C. DIVISION OF COASTAL MANAGEMENT
AGENT AUTHORIZATION FORM
January 22, 2019
Date
Name of Property Owner Applying for Permit:
SLA Surf City, LLC C/O Mr. Freeman Barber
Mailing Address:
164 Skipper Street
Fort Mill, SC 29715
I certify that I have authorized (agent)Charles F. Riggs & Assoc. to act on my
behalf,for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct(activity) proposed dwelling, as shown on map
at (my property located at) South Boca Bay Lane, Surf City, Pender County
and I grant permission to the Division of Coastal Management to access
the property to mark/flag the First Line of Stable Natural Vegetation, etc.
This certification is valid thru (date)
January 22, 2020
kJanuary 22, 2019
Property Owner Signature Date
RECEIVED
NM WILMINGTON, NC
FEB 2 0 2019

CHARLES F. RIGGS & ASSOCIATES, INC.
Land Surveyors
�
Charles F.Riggs,P.L.S.L-2981
Corporate License(C-730) James A.Lewis,P.L.S.L-4562
Suites
502 New Bridge Street 502 New Bridge Street 12 Landfall3 Executivee Drive
Jacksonville,North Carolina 28540 P.O.Box 1570 Wilmington,bre North Carolina 28405
[phone] Jacksonville,North Carolina 28541 Wilm ngt-n,N
[e-mail] [phone]
j9►10)6 1-7444
ggslandne.com
February 18,2019
Mr. Lloyd Roger Bass
3079 3rd Street
Surf City,NC 28445
Re: SLA Surf City, LLC Submittal for Minor CAMA Permi
Dear Mr
. Bass: 6
On behalf of SLA Surf City, LLC, Charles F. Riggs & Associates, Inc. is submitting to the Division
of Coastal Management, North Carolina Department of Environmental Quality the enclosed applications
for CAMA permits for the properties (Lots 5-9, Oaks at Boca Bay) located at South Boca Bay Lane,
Surf City, Pender County,North Carolina. SLA Surf City, LLC is planning to construct on each property
a two-story duplex on pilings with decks over concrete slab enclosed below for entry, storage and garage
with pervious drive. We are required to notify the adjoiners of this submittal. Please review the
package and sign, address and date the form provided and place a check and your initials beside
whether you have objections or no objections to this. If you have no objections, please return the
form to us in the self-addressed stamped envelope provided. If you have objections, please send the form
along with your comments to Mr. Jason Dail, Division of Coastal Management,N.C. Department of
Environmental Quality, 127 Cardinal Drive, Wilmington, NC 28405 within 10 days of receipt of this
notice.
Res•-ctfully,
v
W% ,)
ames L. Riggs
RECEIVED
DCM WILMINGTON, NC
FEB 2 0 2019

CHARLES F. RIGGS & ASSOCIATES, INC.
Land Surveyors
Charles F. Riggs,P.L.S. L-2981 Corporate License(C-730) James A. Lewis,P.L.S.L-4562
502 New Bridge Street 502 New Bridge Street Landfall Executive Suites
Jacksonville,North Carolina 28540 P.O. Box 1570 1213 Culbreth Drive
[phone] Jacksonville,North Carolina 28541 Wilmington,North Carolina 28405
[e-mail] [phone] [phone]
[e-mail]
February 18, 2019
Mr. and Mrs. David R. Johnson
985 Johnson Nursery Road
Willard,NC 28478
Re: SLA Surf City, LLC Submittal for Minor CAMA Permit
Dear Mr. and Mrs. Johnson:
On behalf of SLA Surf City, LLC, Charles F. Riggs & Associates, Inc. is submitting to the Division
of Coastal Management, North Carolina Department of Environmental Quality the enclosed applications
for CAMA permits for the properties (Lots 5-9, Oaks at Boca Bay) located at South Boca Bay Lane,
Surf City, Pender County,North Carolina. SLA Surf City, LLC is planning to construct on each property
a two-story duplex on pilings with decks over concrete slab enclosed below for entry, storage and garage
with pervious drive. We are required to notify the adjoiners of this submittal. Please review the
package and sign, address and date the form provided and place a check and your initials beside
whether you have objections or no objections to this. If you have no objections, please return the
form to us in the self-addressed stamped envelope provided. If you have objections, please send the form
along with your comments to Mr. Jason Dail, Division of Coastal Management,N.C. Department of
Environmental Quality, 127 Cardinal Drive, Wilmington, NC 28405 within 10 days of receipt of this
notice.
Respectfully,
?�
ames L. Riggs
RECEIVED
DCM WILMINGTON, NC
FEB 2 0 2019

SITE DRAWING/APPLICATION CHECKLIST
Please make sure your site drawing includes the following information required for a CAMA minor development permit.
The Local Permit Officer will help you,if requested.
PHYSICAL D)MENSIONS OF COMM/ APPLICATION FOR
// abelroads , CAMA MINOR
label highways right-of-ways c 0
abel local setback lines
Label any and all structures and driveways currently existing on property DEVELOPMENT
—yLabel adjacent waterbody �C 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 wi working in the ocean hoard area: border the state's sounds and oceanfront.Along with requiring special care by those who
w and label dune ridges(include spot elevations) build and develop,the General Assembly directed the Coastal Resources Commission
prow 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)
;Screw 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/e working in a coastal shoreline area: the applicant.Please go over this folder with the Local Permit Officer(LPO)for the
( how 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
w and label landward limit of AEC or she needs before you apply.
w and label all wetland lines(contact LPO for assistance)
Draw and label the 30-foot buffer line Under CAMA regulations,the minor permit is to be issued within 25 days once a
DEYELOPyENT PLANS complete application is in hand.Often less time is needed if the project is simple.The
process generally takes about 18 days.You can speed the approval process by making
w and label all proposed structures certain that your application is complete and signed,that your drawing meets the
w and label areas that will be disturbed and/or landscaped specifications given inside and that your application fee is attached.
/Iote size of piling and depth to be placed in ground
la
and label all areas to be paved or graveled Other permits are sometimes required for development in the coastal area.While these
ow 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? i
• completed an AEC Hazard Notice,if necessary?(Must be signed by the property owner)
FOR STAFF USE lii
Site Notice Posted Final Inspection Fee Received rn
Site Inspections Eli
O'
❑!
Date of Action:Issued Exempted Denied Appeal Deadline(20 days from permit action) DCM Form EB1952-2010/Revised April 2010

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PLACE,SUITE 171 0
kQ f 6P w"�
E, /$ / TlabaMoty� NI_ RFE 9 NC 27999 J
(/y (a/ Mltp•P �_ OFFICE: 919.380.9991 Q
CA761 FAX:[phone]
r'/,/5 8 r` ''' A E OF''e`SUMMIT WWWSUMMIT{OMPANIES.COM W
' N1Nlllo\\\\\` ',Oltt1111\\V` NC COL is C-9361 K C
SIRET RAL I''B'BEPS O.Y ta+d..r0tbeh n.\aoaboe0Y TRsnte0 PROTECT NO:3596.95 IL U

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SHEET LIST:
DESIGN SPECIFICATIONS: W
Sheet No. Description 4 MIN4 I'1
CS1 Cover Sheet,Specifications, Revisions �J
Construction Type: Commerical Residential® C52 Specifications Continued ..�.o•.,�,,,.
Applicable Building Codes: $1.0 Monolithic Slab Foundation EARL 2 6TE 10r
• 2012 North Carolina Residential Code S3.0 First Floor Framing Plan
• ASCE 7-05 Minimum Design Loods for Buildings and Other ilk $4.0 Second Floor FramingPlan ' •aQ[�ICE: 0.9991
XX:919.380.9993
Structures S5.0 Roof Framing Plan WY(I)UMMIT-COMPANIES.CC
In
Design Loads: S U UVI
M IT
D7-D7 Details
1. Roof \\\11Ntt"Illle/rrr//'
1.1 Live 20 PSF `-0J.(N,,,_""RQ/
1.2 Dead 10 PSF ��Or;SUMMIT vs,
1.3.1 1.3 Snow 15 PSF ENGINEERING LABORATORY TESTING i Engineering, ';
1.3.1 Importance Factor 1.0 - / Eaboratory 8 1-
2. Floor Live Loads
2.1 Typ. Dwelling 40 PSF -n° Testing,P.C. rti
2.2 Sleeping Areas 30 PSF STRUCTURAL PLANS PREPARED FOR: ���15�♦ Na.5545 AT
2.3 Balconies (exterior) and Decks 40 PSF ' �'.'•••,,_„ %`
3. 2.4r
geaParking 50 PSF LOT 6 BOCA BAY ',''�,FrOFIPO •`
3.1 Conventional 2x_ 10 PSF
3.2 I-Joist 15 PSF PROJECT ADDRESS: OWNER:
3.3 Floor Truss 15 PSF Surf City, NC Southwind Homes, LLC
4. Basic Wind Speed (3 sec. gust) 130 MPH P.O. Box 94
4.1 Exposure C Sullivans Island, SC 29482
4.2 Importance Factor 1.0
4.3 Wind Base Shear ARCHITECT/DESIGNER:
4.3.1 Vx = 17.96 Kips My Custom Home Design
4.3.2 Vy = 10.50 Kips 227 East 6th Avenue N
5. Component and Cladding (in PSF) Tallahassee, FL 32303 CO
MEAN 0)
ROOF HT. UP TO 30' 30'1"-35' 35'1'-40' 40'1'-45' These drawings are to be coordinated with the architectural, mechonical, REVISION LIST: N
ZONE 1 38.9,-42.6 40.3,-44.1 41.4,-45.3 42.5,-46.5 plumbing, electricol, and civil drawings. This coordination is not the IJ
responsibility of the structural engineering of record (SER). Should anyto V)
ZONE 2 38.9,-49.8 4D.3,-51.6 41.4,-53 42.5,-54.5 P Y 9 9 Revision Dote Project Description N
ZONE 3 38.9,-49.8 40.3,-51.6 41.4,-53 42.5,-54.5 discrepancies become apparent, the contractor shall notify SUMMIT No. No. T E '
Engineering, Laboratory&Testing, P.C. before construction begins. C
ZONE 4 42.6,-46.2 44.1,-47.9 45.3,-49.2 46.5,-50.5 0 11.19.18 3596.45 Original Drawing CO .1, 0 co
ZONE 5 42.6,-57.0 44.1,-59 45.3,-60.6 46.5,-62.3 N '0"(0 a) '0 -
00 . .
PLAN ABBRIVATIONS: t C X
6. Seismic O 1/1 '� 0 C
6.1 Site Class D AB Anchor Bolt OC On Center to L CD
6.2 Design Category B VD a) to
6.3 Importance Factor 1.0 ACI American Concrete Institute PCF Pounds per Cubic Foot U > =O
6.4 Seismic Use Group 1 ASCE American Society of CArl Engineers PCI Pounds per Cubic Inch
cn
6.5 Spectral Response Acceleration AFA American Fiberboard Association PSF Pounds per Square Foot ff O U u d
6.5.1 Sms = g AFF Above Finished Floor PSI Pounds per Square Inch
6.5.2 Sm1 = g AISC afuxicon institute for steel Construction PT Pressure Treoted CURRENT DRAWING
6.6 Seismic Base Shear APA American Plywood Association
6.6.1 Vx = Kips SC Stud Column
AWS American Welding Society SER Structural Engineer of Record DATE:un9rzole
6.6.2 Vy = Kips SCALE:1/e•=1•-0.
6.7 Basic Structural System (check one) CJ Ceiling Joist SJ Single Joist
El Bearing Wall CLR Clear SPF Spruce Pine Fir PROJECT*:3596.45
❑ Building Frame DBL Double SST Simpson Strong Tie DRAWN 6Y:COW
❑ Moment Frame DJ Double Joist ST Single Truss
CHECKED BY:WA/
❑ Dual w/Speciol Moment Frame DSP Double Stud Pocket STD Standard `\\�11IIt: elrr /'/
❑ Dual w/Intermediate R/C or Special Steel EA Each TJ Triple Joist `.,4 Q N PREVIOUS REVISIONS
❑ Inverted Pendulum ` Q.
6.8 Arch/Mech Components Anchored No EE Each End TOF Top of Footing pr,.�FESS/O`.`t,.t2�� NO. DATE PROJECT
6.9 Lateral Design Control: Seismic 0 Wind El EOS Edge of Slab TSP Triple Stud Pocket rr�_'� q.7-:::, �
7. Assumed Soil Bearing Capacity 2000psf EW Each Way PIT ,Typical ✓f Sak V/J/�1t REFER TO COVER SHEET FOF
HDG Hot Dipped Galvanized UNO Unless Noted Otherwise 111//////!!i 3 FFI I� COMPLETE LIST OF REVISIOI
NDS Notion Design Spec.for Wood WWF Welded Wire Fabric ?/y'� z�
NTS Not to Scale �'%tcsk``"z,IINc.,-'45' SHEET - i
iG�r� A.lI U Rl``\\` CS 1
STRUCTURAL MEMBERS ONLY __

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GENERAL STRUCTURAL NOTES: CONCRETE: WOOD FRAMING: WOOD STRUCTURAL PANELS: Q /iii
1. The design professional whose seal appears on these drawings 1. Concrete shall have a normal weight aggregate and a 1. Solid sown rood framing members shall conform to the 1. Fabrication and placement of strgai d she@liaj
is the structural engineer of record(SER)for this project.The minimum compressive strength(fa)at 28 days of 3000 specifications listed in the latest edition of the'National shall be in accordance with the /Contra ction
SER bears the responsibility of the pnmory structural elements psi,unless otherwise noted on the plan. Design Specification for Wood Construction'(NDS). Unless Guide'Residential and Coarmercia In other ■ 7 =j rw
and the performance of this structure.No other party may 2. Concrete shall be proportioned,mixed,and placed in otherwise noted,all wood framing members are designed applicable APA standards. W u M`
revise,alter,or delete any structural aspects of these accordance with the latest editions of ACI 318:"Building to be Southern Pine(SYP)P. 2. All structurally required wood she 'g bearaq mark ENGINEEwr.G 41WRATowv,E.w,
construction documents without written permission of SUMMIT Code Requirements for Reinforced Concrete and ACI 301: 2. LVL or PSL engineered wood shall hove the following of the APA.
Engineering,Laboratory h Testing,P.C.(SUMMIT)or the SER. "Specifications for Structural Concrete for Buildings'. minimum design values: 3. Wood wall sheathing shall comply CISrequirents of 120 PENMARC DR.,SUITE 10
For the purposes of these construction documents the SER and 3. Air entrained concrete must be used for all structural 2.1. E= 1,900.000 psi local building codes for the app ;-yte as Toted
RALEIGH,NC 27603
SUMMIT shall be considered the some entity. 2.2. Fb=2600psi on these drawings.Refer to wall irW7rotes set OFFICE 919.3e0.9991
elements exposed to freeze/thaw cycles and deicing FAX [phone]
2. The structure is only stable in its completed form.The chemicals. Air entrainment amounts cent shall be 2.3. Fe=285 psi for more information.Sheothing II plied the
contractor shall provide all required temporary bracing dun (in percent) 2.4. Fc =700psi longdirectionperpendicular to f Www.SUMMIT-COMPANIES.CI
pr r q parry g 9 within -1%to+2%of target values os follows: q, ss noted
construction SIR ion to stabilize the structure. 3. Wood in contact with concrete,masonry,or earth shall be otherwise.
3.1. Footings:5% rr,l
3. The SER is not responsible for construction sequences,methods, pressure treated in accordance with AWPA standard C-15. 4. Roof sheathing shall be APA rated sheg exposure 1 or 1111111111///
3.2. Exterior Slabs:5% /
contractor's
The inor techniques connection
will oat be th helderesc responsible foron otheh's 4. No admixtures shall be added to any structural concrete aAllto dance other moisture
w thrAWPAastando ssed tandard
shall be treated in and2. attachedoof t to shing upport rig roof be continuous
framing two supports
(1 Rd p••wiN CAR '//o,
without written permission of the SER its ' ��
contractor's failure to conform to the contract documents, 5. Concrete slabs-on-grade shall be constructed in 4. Nails shall be common wire nails unless otherwise noted. CC nail at Co/c at panel edges and at 12"o/c in panel `O 2'
should any non-conformities occur. accordance with ACI 302.1R-96:"Guide for Concrete Slob 5. Lag screws shall conform to ANSI/ASME standard field unless otherwise noted on the plans.Sheathing shall fq SUMMIT `9
4. Any structural elements or details not fully developed on the B18.2.1-1981. Lead holes for log screws shall be in be applied with the long direction perpendicular to framing. Engineering,
and Slab Construction'.
construction drawings shall be completed under the direction of accordance with NOS specifications. Sheathing shall have a span rating consistent with the = Laboratory 8 -
6. The slab-on-grade has beendesigned using concrete
a licensed professional engineer.These shop drawings shall be6. All beams shall hove full bearing on supporting framing framing spacing.Use suitable edge support by use of im Testing,P.C.
sin rode modulus of k=250 and a design loading of
submitted to SUMMIT for review before any construction begins. a' 9 q members unless otherwise noted. plywood clips or lumber blocking unless otherwise noted. 1.
The shopdrawings will be reviewed for overall tom once as it 200 psf. The SER is not responsible for differential
9 pi� settlement.slob crocking or other future defects resulting 7. Exterior and load bearing stud walls ore to be 2x4 SYPI2 Panel end joints shall occur over framing.Apply building �1, Na.5545 d
relates to the structural design of this project.Verification of 016"O.C.unless otherwise noted.Studs shall lR paper over the sheathing as required by the state Building
from unreported conditions not in accordance with the �'9 OF
the shop drawings for dimensions,or for actual field conditions, above assumptions. continuous from the sole plate to the double top plate. Code. /// " A \�"
is not the responsibility of the SER or SUMMIT. 7. Control or saw cut joints shall be spaced in interior Studs shall only be discontinuous at headers for 5. Wood floor sheathing shall be APA rated sheathing /////1/f11111111�
5. Verification of assumed field conditions not the responsibility window/dooropenings. king exposure 1 or 2.Attach sheathing to its supporting
of the SER.The contractor Shall verifythe field conditions for slabs-on-grade at a maximum of 15.-0"O.C.and in A minimum of one stud shall
be placed at each end of the header. Kingstuds shall framing with(1)-8d CC ringshank nail at 6"o/c at panel
accuracy and report any discrepancies to SUMMIT before exterior slobs-on-grade at a maximum of 10.-0"unless
construction begins. otherwise noted. be continuous. edges and at 12"o/c in panel field unless otherwise noted
6. The SER is not responsible for any secondary structural 8. Control or saw cut joints shall be produced using 8. Individual studs forming a column shall be attached with on the plans.Sheathing shall be applied perpendicular to
elements or non-structural elements,except for the elements conventional process within 4 to 12 hours after the slab one 10d nail 06"0.C.staggered. The stud column shall fraframig.Shea
thing shalt have a epan edgeating consistent with
specifically noted on the structural drawings. has been finished be continuous to the foundation or beam.The column framing P gsupport by use of
7. This structure and all construction shall conform to all 9. Reinforcing steel may not extend through a control joint. shall be fully blocked at all floor levels to ensure proper TKG plywood or lumber blocking unless otherwise noted.
applicable sections of the international residential code. Reinforcing steel may extend through a saw cut joint. load transfer. Panel end joints shall occur over framing.Apply building
8. This structure and all construction shall conform to all 10. All welded wire fabric(W.W.F.)for concrete slabs-on-grade 9. Multi-ply beams shall have each ply attached wth(3)12d paper over the sheathing os required by the slate Building
applicable sections of the 2012 North Carolina Residential Code shall be placed at mid-depth of slob.The W.W.F.shall be nails 012'O.C. Code.
and any local codes or restrictions securely supported during the concrete pour.Fibermesh 10. Flitch beams and four and five ply beams shall be bolted 6. Sheathing shall hove o 1/8"gap of panel ends and edges tv
may be used in lieu of W.W.F. together with(2)rows of 1/2'diethrough bolts as recommended in accordance with the APA. a
staggered 024"O.C. STRUCTURAL FIBERBOARD PANELS:
ggerw/2"edge distance and(2)bolts 01
FOUNDATIONS: CONCRETE REINFORCEMENT: located at 6'from each end,unless noted otherwise. 1. Fabrication and placement of ce withhal fiberboard nj
1. Foundations shall be constructed in accordance with the ter 4 sheathing shall be in accordance the applicable AFA
of the 2012 NCRC P 1. Fibrous concrete reinforcement,or used
Cospecified in WOOD TRUSSES: standards. V
2. Footing sizes based on a presumptive soil bearing capacity of concrete slabs-on-grade may be used for cntrol of 1. The wood truss manufacturer/fabricator is responsible for 2. Fiberboard wall sheathing shall comply with the UI
CA
9 pr P 9 W y crocking due to shrinkage and thermal a7
2000 PSF. Contractor is solely responsible for verifying the expansion/contraction,bwered water migration,align,on increase the design of the wood trusses. Submit sealed shop requirements of local building codes for the appropriate
suitability of the site soil conditions al the time of construction 9r drawings and supporting calculations to the SER for review state as indicated on these drawings.Refer to wall bracing T
7 in impact capacity,increased abrasion resistance.and prior to fobricotion.The SER shall have a minimum of five notes in plan set for more information. CO 0
3. Maximum depth of unbalanced fill against masonry walls to be residual strength. fa
os specified in section R404.1.3.2.2 of the 2012 North Carolina 2. fi ermesh reinforcing to be 100%virgin polypropylene (5)days for review.The review by the SER shall review 3. Sheathing shall have a 1/8"gap al panel ends and edges m 4..F Tr= U
Residential Code. fibers containing no reprocessed olefin materials and for overall compliance with the design documents. The ore recommended in accordance with the AFA. 3�p N la O1 H
4. The structural engineer has not performed a subsurface 9 r SER shall assume no responsibility for the correctness for LlCTERIOR WOOD FRAMFD DFCKS: U t C X yI
specifically manufactured for use as concrete secondary the structural designfor the wood trusses. 1. Decks are to be framed in accordance with local buildin 0 0 C
investigation.Verification of this assumed value is the reinforcement. q COL
responsibility of the owner or the contractor.Should any 2. The wood trusses shall be designed for all required codes and as referenced on the structural plans,either -C CO fC
3. Application of fibermesh per cubic yard of concrete shall loadings as specified in the local building code,the ASCE through code references or construction details. 40 - y
adverse sal condition be encountered the SER must be .. 99 9
equal a minimum of 0.1%by volume(1.5 pounds per N > ,,7
contacted before proceeding. Standard"Minimum Design Loads!or Buildings and Other S. Structural
STEEL: r
5. The bottom of all footings shall extend below the frost line for cubic yard) Structures."(ASCE 7-05),and the loading requirements 1. Structural steel shall be fabricated and erected in o O O
4. Fibernesh shall comply with ASTM C1116,any local building accordance with the American Institute of Steel J V Gn d V'
the region in which the structure is to be constructed.However, shown on these specifications.The truss drawings shall be if
code requirements,and shall meet or exceed the currentthe bottom of all footings shall be a minimum of 12'below coordinated with all other construction documents and Construction"Code of Standard Practice for Steel Buildings
industry standard. provisions provided for loads shown on these drawings and Brides'and of the manual of Steel Construction
grade. 5. Steel Reinforcing bars shall be new billet steel conforming Pr pr w g g
6. Any fill shall be placed under the direction or recommendation including but not limited to HVAC equipment,piping,and "Load Resistance Factor Design' latest editions. CURRENT DRAWING
to ASTM A615,grade 60.
of a licensed professional engineer. The resulting soil shall be architectural fixtures attached to the trusses. 2. All steel shall have a minimum yield stress(Fy)of 36 ksi
compacted to a minimum of 95%maximum d density. 6. Detailing,foWication,and placement of reinforcing steel DATE:un9/zoze
3. The trusses shall be designed,
ry y shall be in accordance with the latest edition of ACI 315: fabricated,and erected in unless otherwise noted.
7. Excavations of footings shall be lined temporarily with a 6 mil accordance with the latest edition of the"National Design 3. Welding shall conform to the latest edition of the American SCALE:IN-r-a"
"Manual of Standard Practice for Detailing Concrete
polyethylene membrane if placement of concrete does not occur Structures Specification for Wood Construction."(NOS)and"Design Welding Society's Structural Welding Code AWS D1.1. PROJECT w:3594w5
within 24 hours of excavation. 7, Horizontal footing and wall reinforcement shall be Specification for Metal Plate Connected Wood Trusses. Electrodes for shopt and field welding shall be class
8. No concrete shall be placed against any subgrade containing 9 4. The truss manufacturer shall provide adequate bracing E70XX.All welding shall be performed by a certified welder DRAWN BY:CIw
water,ice,frost,or loose material. continuous and shall have 90'bends,or comer bars with
9. Each crawl space pier shall bear in the middle third of its the same size/spacing as the horizontal reinforcement with information in accordance with 'Commentary and per the above standards.
Recommendations for Handling,Installing,and Bracing Metal CHECKED err:wa
respective fooling and each girder shall bearing in the middle a class B tension splice. _ 11\\111111//////
third of the piers.Pilasters to be bonded to perimeter p reinforcement required, minimumboth temporary and permanent,u (shlall 9be sholwn on bracing,
`��``�N CA RQ 7// PREVIOUS REVISIONS
8. La a forcement as re u"ed,a of 40 barT /
foundation wall diameters for tension or compression unless otherwise `D Q"
10. Crawl spaced to be graded level and clear of all debris noted.Splices in masonry shall be a minimum of 48 bar shop drawings. Also,the shop drawings shall show the \ O FQ$Sr(p / NO. PATE PROJECT
11. Provide foundation waterproofing and drain withslope required attachments for the trusses. ypO
re q positive to diameters. ..wl
outlet as required by site conditions 9. Where reinforcing dowels are required,they shall be 5. Any chords or truss webs shown on these drawings have _
12. Energy efficiency compliance and insulation of the structure to equivalent in size and spacing to the vertical been shown as a reference only. The final design of the vS L
trusses shall be per the monufocturer. ,:if
REFER TO COVER SHEET FOf
be in accordance with chapter 11 of the 2012 North Carolina reinforcement.The dowel shall extend 48 bar diameters =0 .. 9 COMPLETE LIST OF REVIsao:
Residential Code. vertically and 20 bar diameters into the fooling. CO`
Where
reinforcing reinforcing steel is required vertically,dowels shall
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W1101 M,a wPmconTomme•rac ••m: CURRENT DRAWING
RRACEO YwLL NOTES
Au•..300 re M wrrm.•.sNT9 MANOR I. FRNA.MELEE.TO DOME TOP DATE:11/19/2018
1 MLR..LE MOOD D.AORPOMPO OM OCRS Peal SO 1n O•0e.. n.,MKaR PLATE WIn SST pSA TIES EO N fOIN)OItM M,3 ! .• •FOG •YOc
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A.PLAN ono.vo Nor...orLLL MA..TW.R CI AND COMM 0.1109 WIN R1 RO6QStl NAILS `�\111111III//////
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STRUCTURAL MEMBERS ONLY `�R EAp151LMMOORR..IA.tal MOOR era.IMAM SILL PAOLA..rtif ROOD P RET. NRKE.WALL BE SECURED roixeLoacND wIRnJ Iwo
ENGINEERING SEAL APPLIES ONLY TO STRUCTURAL If MOO LOAM.OAyTto1M.,AL CM, ROMS 65G NAILS•3.OL .YyF TIAIwAM II1B • e0• •Nw.w.•I...•PA. `0 Fe.SS1 /.F-�Mi NO. DATE PROJECT
COMPONENTS ON THIS DOCUMENT.SEAL DOES ROT .N!..c0S ..0 POEMw _ 3 NEATI.D WALL BE COITNIP6 BETUEBI ROORS a ... Wt�,IY, Norm..Oc ;Z..
2 ° -YY7.i
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SEQUENCES,PROCEDURES OR SAFETY PRECAUPDNS.ANY m 0•A7D xc,,„c�ro1 •..uLAi M Da0WRCMNA-,nn..+msna EMBBOR MLLE.AT MWOI LOAD BEAKY W LIB so..., _ W WIW,04, vOG� 'r •/_(./, S L
DEVIATIONS OR DISCREPANCIES ON PLANS ARE TO BE DESIGNATED AS VLF,FEBSTT6,%T CS.STRAPS •TOG • IEJL,Y1r REFER TO COVER SHEET FOR
BROUGHT TO THE IMMEDIATE ATTENTION OF SUMMIT POW.COMM.rooF 6.1 E CwmcTD x RmO..woo. TOP MOW(SW met BD LETDIR ALCM TGe AD __ J� 1//r
ENGINEERING,LABORATORY A TESTING.PC..FAILURE TO �® COTTON SNOW BALL BE WALLET,eenEEN ARa. W W %•AMA ,a R3 T COMPLETE UST OF REVISION
TESTING.SO VIOL VOID SUMMIT ETDINEERING.1.19URATORY A ....Aw.A... .RUR ......O[Rrx ROORS•TRI SY OL. _ M•ro.TIMM. Ly ll�(`J
P.C.IIABUTY MIJ,MIU MOmx NM 1.Msae Fm•way,.taw, A. %T W6 STRAPS MALL BE MTALLED AT OE BMS M,A ! W %' -'1(j a�\
Li 13 Mi. R ALL DRPPED IEADERi SEO M DE DROPPED �n `
• STRUCTURAL ANALYSTS BASED ON 2012 NCRC. MADER r0 JACK STUDS BELOW MH We BD •!oc •YOc '�V�� JO````
AI No mem.mom LBDIR/SECURE MOO mos TO SIIDE+eca.BELW MIA W va •TOG •YOA M .P • /�4.0
THIRD FLOOR FRAMING/BRACING PI.' A�RD,MmD G O WITT CD.STRAPS MIN MST DLENGTH/OR To ��i„rr A NR 5 J`
w.r OD DR.POMO OP OM 5215. Fowo,riwsssPECFiEDw RAN MI.. 3r ,r0 ,vim 1111111
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FORM LOAD CAPACITY m.:memo \ , I
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CURRENT DRAWING
WON WIND ZONE FRAITMG CEVS CTICMS DATE:1l/19/2018
ITTP•ALL EXTERIOR MALLS.INTERIOR LOAD BEARING
SCALE:THr
WALLS DESIGNATED AS UPLIFT R:NBTAG LINO,
PROJECT EY 3596A5
L AUAGS�FFFES(OR OWIBEIS TO SDOABLE TOP PLATE ST
YD IV SST HA FAC TIES F IRiIIY1 OR A8 LFT VALUE
e.
DRAWN BY:cue
TW50HANFACNROT F�TI ADE v0WE
vECFT U00.BIAS IFLFT CO IRKG BALDER R
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STRUCTURAL MEMBERS ONLY ��N ..•. I Q/, PREVIOUS REVISIONS PROMO
ENGINEERING SEAL APPLIES ONLY TO STRUCTURAL `�C. E.SS/0 'jam
COMPONENTS ON THIS DOCUMENT.SEAL DOES SOT
INCLUDE CONSTRUCTION MEANS.METHODS,TSCNNIQUE3. / SEAL `;SL'MUENCES.PROCEDURES OR SAFETY PRECAUTIONS.ANY
DV/IAMBS OR DISCREPANCIES ON PLANS ARE TO BE II/ �T II/�]9 REFER TO CDVER SHEET;Olio
BROUGHT TO THE IMMEDIATE ATTENTION OF SUMMIT W 43.8 2,/4 , COMPLETELLSTOFREVJSIOENGINEERING.LABORATORY A TESTING.P.L..FAILURE TOJDO SO RILL•.DID SUMMIT ENGINEERING.LABORATORY Az
TESTING,P.C.WBILITY. //� (LS•. LI fr� ..
STRUCTURAL ANALYSIS BASED ON BOLE NCRC. ' \\/,,4/�_A ;o�,. SHEET S5.0
ROOF FRAMING PLAN nnunA\\
FG°`°'"•I STRUCTURAL MEMBERS ONLY

v
z I/A
EXTENT OF HEADER w/DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS) 0 z
Q3
EXTENT OF HEADERBRw/SINGLE TAL FRAME 0 CNI S U M M I`
(ONE BRACED WALL PANEL) O O
2'- 18'ROUGH FRAMED WIDTH OF OPENING
j FOR SINGLE OR DOUBLE PORTAL . J 0 `"`�"`E.,,w u.o...o.."1D
__ W _� 120 PENMARC DR.,SURE 10
rr I • • • •— —__—_-: RALEIGH,NC 27603
a`_-' r r r TENSION STRAP 1 OFFICE:919.380.9991
w (ON OPPOSITE SIDE \ I'1 U - FAX:[phone]
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.,� MIN.3`X11-I/4"NET HEADER(STEEL BRACED WALL LINE 1� - 01 in l Nye
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1�\ w/WOOD STRUCTURAL — �' `�``0 �j
FASTEN SHEATHING TO HEADER w/8d - PANELS `g SUMMIT �y'
.: COMMON CR GALVANIZED BOX NAILS • Engineering,
IF NEEDED PANEL FASTEN TOP PLATE TO Laboratory&
x IN 3"GRID PATTERN AS SHOWN SPLICE EDGES SHALL HEADER w/(2)ROWS �j Testing,P.C. g
s OCCUR AND BE OF 16d SINKER NAILS 'il, No.5545 ��
: ATTACHED TO COMMON 0 3"O.C.(TYP)
a OF OPENINGJACK-STUDOPPOSITE SIDE OF SHEATHING;DES ��i ��`
. .. BLOCKING WITHIN 24"OF �OF A� s‘
8 WALL MID-HEIGHT.(1) �rniinn\��
o s '" STRAP CAPACITY SHALL EQUAL 1,000 LBS.OR MIN.7 16'WOOD
J • 4,000 LBS WHEN PONY WALL IS PRESENT ROW OF 3"O.C.NAILING /
IS REQUIRED IN EACH STRUCTURAL PANEL
-•
. ::� PANEL EDGE. II —'11 SHEATHING
_: .. MIN.DOUBLE STUD FRAMING COVERED w/ �. UI II
• •• MIN.7/16"THICK WOOD STRUCTURAL PANEL TYPICAL PORTAL II II
• SHEATHING w/Bd COMMON OR GALVANIZED FRAME CONSTRUCTION II 11 MIN.2x4 STUDS w/
~ BOX NAILS 0 3"O.C.IN ALL FRAMING(STUDS, 11 11 PONY WALL HEIGHT UP
• \ BLOCKING• ,AND SILLS)TYP. MIN.DOUBLE POST jj 11 TO 2'; MIN.2x6 STUDS
• •• MIN.PANEL LENGTH (KING AND JACK STUD). �� �� w/PONY WALL HEIGHT
-_--_ NUMBER OF JACK 11 P. GREATER THAN 2'. co
WALL HEIGHT,N. B 9 10 11 12 11Aiif \ - PANEL LENGTH,n. 16 18 20 22 24 STUDS PER TABLES11NAIL SOLEN1`c R502.5(1)&(2). 11111111 PLATE TO JOIST
1 PER PLAN OR C.J_ ATTACH SHEATHING _ !! !! UT
r r I 1'F"-" ' TO BAND OR RIM TABLE R602.3(1) N
WOOD STRUCTURAL PANEL NAIL SOLE PLATE JOIST■/8d COMMON ` >`
s•Zt. 'I" ' SHEATHING CONTINUOUS TO JOIST PER PLAN 1 NAILS 0 3"O.C.TOP , OD =
.2„, OVER BAND OR RIM JOIST OR TABLE R602.3(1) AND BOTTOM APPROVED BAND rp -0 Cn
. _ , OR RIM JOIST 0 c to
WOOD STRUCTURAL 0 c
PANEL SHEATHING co = L CO >
FRONT ELEVATION OVER APPROVED SECTION t0 m }' -
BAND OR RIM JOIST k �O OJ L 00 0
gJ (n
o = aU',
®METHOD PF: PORTAL FRAME DETAIL
CURRENT DRAWING
3/13. = 1'-0 DATE:11119/1018
SCALE:I/8•-1•-0•
PROJECT I:3596.45
DRAWN BY:OW
CHECKED BY:WAl
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=pP�FESS/� `/w9,i NO. DATE PROJECT
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�F� COMPLETE UST OF RE POI
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� 's`� t1A S D 1
STRUCTURAL MEMBERS ONLY

SUBBMSION>
BOCABAY SURF ..SU W.0 Q x
GcrkE, EeL
Revision: WIND SPEED,EXPOSURE,AND TYPICAL WALL SECTION RIGHT SIDE UNIT mini�LET9 d/1T 0
2
11/13/18 CHANGES AREA SO FT
ELEPTION C 0
1ST FLOOR 1 102 U .J m
2ND FLOOR 1102 ,,laa„la (3
11 1
TOTAL LIVING 2204 OF SHEL,+�
J COVER SHEET
GROUND FLOOR FINISHED 227 GENERAL NOTES
ELEVATIONS
40
GROUND FLOOR CARPORT 917 ELEVATIONS
1750 GUND FLOOR P
A06 1STT FLOOR PLAN _
MN
A07 2ND FLOOR PLAN i (h
TOTAL UNDER BEAM 3698 A06 ELECTRICAL PLAN
Y A09 SECTIONS DI
i ��c,.. FO1 FIREWALL DETAILSU czi
J LEFT SIDE UNIT Ln
►►ss ^(0 AREA SO FT c co
1 I 1ST O
FLOOR 1102 ri a_
2°1 7e I 2ND FLOOR 1102
-: I�� TOTAL LMNG 2204 O
U-0
li • GROUND FLOOR FINISHED 219 a61 c
N GROUND FLOOR CARPORT 925 OI eu
CO PORCHES 476 I'Y
11.0 ` " __ 0)
Pr)`/ FIRE WALL w w
tNI TOTAL UNDER BEAM 3824 REQUIREMENT NOTE: O O
R Q)! THESE PLANS WILL BE
Z
s- BUILT INSIDE THEO
• �� ,,,r=, ( MINIMUM FIRE e
Y SEPARATION.SEE d-°sp
r I _
P `/ ,.a FIRE DETAILS PAGE EEl E�
PAGE F01 0 m
H II 11111 I
I /
Ui
• I , - / These construction documents are in \N NUM
MI
�,� = full compliance with the requirements of
— the North Carolina Residential Building —
I Code-2012 Edition including all
I
J MT ,r amendments by the North Carolina
Building Code Council adopted and
J
effective as of the date of this issue of
a` these documents.
i
Design Specifications 6.1
LOT 6 BASIC SITE PLAN Use Group>One and two family dwelling
Construction Class>Unprotected
Height&Area Limit>35 feet maximum 2 story height S
Emergency Escape>Egress or rescue windows from sleeping rooms shall hove minimum of 4.0 sq N m_net clear opening. ':
Min width 20";min height 22";&max sill height 44°. __
Garage>House ceiling>House assembly>1/2"gypsum board wall&5/8"type X gypsum board ceiling where living is
Iurttlunsr ` rrlrNnt J above w/20 minute garage/house door. [21°
``o�,�,{E A 0'% �OptH CARQ' ' Design Loads> Live Load'Sleeping=30 psf
2 qOR 'by, ry''0-? E � sf T Non-sleeping=40 psf
SEAL a w= Dead Load>10 psf
G043 p r°�Rc. - Decks>40 psf —
'� a ,J��p.I� +�stl�� Wind Speed>130 mph,Exposure C
'''.d< 0>.7 V. OF�, Stair Load>40 psf
*" t mnr`°" °pnnuuraas Roof Live Load>20 psf
6 fII'BERB QLY Assumed Lateral Sod Pressure>30 psf
3070 HAMMOND BUSINESS ANic Ventolation> Total attic sq ft/300=sq N free area req'd I—
PLLACE,SUITE 17l W
RILLEIGH,NC 27603 Ridge Vent>linear feet of vent X 18 sq in free area/12=sq ft provided W
A OFFICE: 919.380.9991 Soffit Vent>Linear feet of vent X 7 sq in free area/12=sq ft provided =
FAX:[phone] Edge Shingle-Over Vent>linear feet of vent X 9 sq in free area/12=sq ft provided h
'e W W W.SUMMIT.COMPANIES.COM Roof Louver Vents>70 sq in free area X number of vents/12=sq ft provided w
SUMMITNC COL+•:C4361 Crawl Space Ventalation>Total pawl space sq ft/300=sq ft free area req'd ,
v.omeeeera ueoeA,oe.,eee.Ja PROJECT NO:3596.45 Foundation Vents>Free space provided by vent=F a C
Free area req'd/F=number of vents req'd V Q

s Steel beams met I or Nstuds«der ead end Uhl 0 TM asp loge old b ROOF CONSTRUCDON Lumber Gnerd der:
comeed wish wood Medina fastened wig,1 rows I Rda.logecrewsII ac staggered.or powder-
1. Nroof b b I ordo nnwb<ana r<g.timer[. , A
powder-
DESIGN LOign B ore d dend bob PA. Shnpson TB k eel thod U O c«vcMn d- Y 6 kd M a.d.wMn raol wss monulo<arcn do nor provide I AlN erg lumber- t M kb:wy m deem speabn �Li/b mevku•<wM•
Sloe 30'SF 6 torn be I de under hoe even "Il Il n«a.a wtiF hm. M MATERIAL bKl '1 f boo E.,.
B. N loon 40 PSF b Enft,<r el ad 02 Sp Pine Fr 875 J50 5 000 �4
C. Balconies J0 PSF Per ePenrogs up to 6:Use J/2']R" d angles. are '.d con a Ile by pbes o ells bwm 42 Southern TJM P- 50 450 ' 600,000 to
B. Mom 6 b:U 5 J I 1 S/I I angle: w S- lob Table R802.11 der 90 m :30' `pecncearb rtr
D. 4tiK bo ledng own fi•e land Ilha bbwng C. bon, 1B-f 6 5 el avb to wood Mader wA 121Rda. 2. AlNSmmMd Composite Mr lK IPA PSL'vamwrM
Ma 'b,by as 40 PSF .ever ter ovals mean roof :E 0 d ndi bend a M also«Re specified, 43
'rI Roof slogs 3 20 PSF I rag O.C.Extend angle 6- E.g.. ry 8 i M..e AAm daionl. YPUCAIION Fb W i h 1p:Rpard.6 p E fps
D. rd b d .M lotion Pbte Ciders 6 Beano ILK,PSI.) 2,600 2,510 El 900 M M
Reef dopes-3,12 10 PSF dine onto oval low. d M red d ell srod •..of 0 22- S 2. a on center Per manufacturer, falser-MU.:RImbeanh:b., 1,400 400 �1]00 w
E. RootI bad20 PSF a« land b Code. Mad• pen M ends 01 he plate d des 11.bwm Raol45'2T i b 4b-0 S' }SA r' 1 caganel
F Wind bad 130 0MH,E C d temporarily ha - I- shoring may M removed fie•dap oft.. 3. Al Glue Ladwed Taint.GIeF»nl'"a mar fob.roq m n VI
���
G. ood 10 PSF w as b: APPUUBIpJ Fb IKR Fe Ipsii(Parabl, dXl'�C E�'ell
1.N d MA he 2012 blareCard.Residential Build Cade nd nee 2009 B . Rafters Se 2 5»1.n, b ogles' 'I B e la 5P Alt 0BIRy �s
In w fR d dell CI_ Maher•k.ant Code der arm ocbMond-nbmwtion rot AlNb-e4 .o 6 - climbs, h enrol angle 69•<n.edaw ud•ss new T' - hVs ndgw k led den+' L via oval C•'n4nBB.ams 1,400 1200 / .00-I O
w'^^ d ndo«N.ad cod «<orda«< hale d. ells- pn,enrdkvolb k Ile hove 1 ell P ..1d O.B sFeah rq NIl 12'r <alamm I600 550 ie 1$OD,000
2.Ergenen d ...Anal't...on T.Eng..of Record does net«cep. 9 All mh.r braces mod hove mo Ads born 6 h I bon a M bendaeea perM Th»«dr
beam beb- to braces erd be oft«he top d la out+ads finch unde Ivan el^ N k d M •daJoodnd l M ide M d n eano:
":bdNb nro<anl errmTdeaeng of wowm.eefiv dumb v' I wM nbad bA Mrwmw too.-anti wrrvsse.3N odder- I Cella MIM} s":B ell age ear«le d h -sewdl«seen nominal 1e R8025 J and aent..of 3li d ode bin A 12 2 (O]
deca<d. h -d-b eww vKnal h<plar nor.elewmb Maw<N.d'damnti0n. h mu` a ehd d spacial collar rand beam detrdb.k<he enddTabb R8025.1 wdamaamum ol312'6amh top leaf Me beam
a" 0 placed red b ph mood«re Thelnddensh shall pPated ode ale+.hen tee de Id Melon. 5 BuAwP•^^d columns consisting of multiple studs M sss .e 'ro=l.d.:Il Wear
h - Zd d del else osnd end.db..edabe anal M«<darn<.hells d al tidy m.PMp«w ea s«r el
RESIDENTIAL O n 9 ere
d b W ti n
1. Ncon Also aneaMn_a6dwnoedw Mdw.oval w•he sanded deal! 11 oil n nd d ., manub<m»/:drecnw
fore. beas«ad on plans and M+andmd«bb p«Ley deabsw.n la - car«d<dpmn.ppvon mpsrM sold ers Uml
- All nips and edges w.2.10 SYP4z unless nokd oh Seel General rotes 11,,
package N ate' G dr.wm qM1 f JI N v»•a...3a ngn men be filled blocked hae9h Roo es anal ply,.cannot cams con«toed point loads your maand �HOGS.M1 N composed 2 A d 'ndpcoW w he elan.TM 1. N.Iw1..Idm Range beams old carom,a ST N)1 ha: my of�V6B0 ql
sdk.:h L.KSmono.l6v: h-h 4r.8'.1 d'Ned 5-0. en la.y.Nwn 8.16'en beub nerM used o.bb<Lnp unde.<w«nwed penrbads.^N eon lowk muuM card.db r + A M tied agent L ova. bm.wt.M1ep<Is« 2. Al snelppes sbdl be kbeduk 40 or MM Nr a minimum All.ol p•
nohd n plansplansand most be tied:h Try«S mortar.For cmentory Amman, op abe 4- wdegws.:hndevpak bbcl.g wdrw b.arm deal*No Al hog i s n Al o.ram,ere IT long 24s unlees ovel 3 steel aloes shall wnbmaASTn 4500 Grade B, m ad 46,000 pm.
d'd maswn.Fa r. rw,P••cop:w.n6.e el wtdma.wn�e 12 kAll Peel columns shall bear an concrete,masonry,or«el eel..Beams Cat bear.by 0f+ed oham'se.been may b•sda.d Splice cola,Fog only da roof brace. aYaA.<rs.oK•^orl+kd also..dwell<onbmraNLrn N6Fwmga Id sneu of 36p00
3. oe for e.tev,s am as noted cm Plans and per standard debeb pMa«.Reinforcing k and wWmv•na1Mw•IdedbMcdumn.'WFen sad wLmns b.«weea<na er masomr,edev B Gb gable
Y.IB'dge+.;ham:dmem el he dagmdbra<w e'o'< /ram
Frond on else and per sanded deld6 p«4age rated,a5r8.e1r2'.eIR'e.SR'+]12"+10'bue plots shdMesada•vr•aaM dens ble wall to'inanw<eil'ing jean ru bear on 2.nog,and" gable cod al Units.«beim noed,al•eW shall be klkr nK red.ammown,3r161I ekng.laced••
m meal.mdbel tof gable reds B shall be a w angle d aeprowmetely 45 OM.bane
.KhaAM EIO.,NK ha.rnga m�nrmum deU cn.nyh d)0,000 P•.t+ekmp ndmeedda shd
J InAdw hiclened dab Ace,wh'rcb«cur'in basements and dab en grade Boon an 10.deep by cater^bed«tau h•bearing...dace.Base plates shall be balled wen at leer ao 1/2 dia.amMr
pan. wo�al.
16 wide ird«s noted otletnvise.Thickened footings are required underA bearmg wade. bole or meaner.bolts a concrete o.masa« 9.
Ce Rng d .allot 'often be wknd rorra rafters,
no kd..h d
M1
316d n •ter Belted came:noesshal include high strstrengthbahor.awing a AST«4325 Found«.ant, (h
refer.If1 wel- ce
iling' <
not one eel, ien then M rafters must be g tie rods god bolts or n.all contemn a AST.0 N6 noting a minimum paid strength of 36,000 Psi.
Sealo.foundations for a. sodb M of 2.000 pet.The awne«dAllowsben+m M<elrq pan osng 2.444en or mfie a...teal ro menhen 40 ocwwenh.d rand.
wv;bk Nd i d w 6 lend bL Many t - Balloon 2d SPEez 2 ok.Ih 12 OSB shah-rig and pbnleyrd
casual,The - 4 soil h - capacity soil ypyyy Fg4WRNBil9d OLKAdNN6ARCIfelb 44N4INnYbod<.. Oe J �I
she,due Men is be compacted A 95%de^:N as«armed by Ike Standard I Cant 2.65 FeA beta kdmdegwd«nn<d nob n..mben of al oP.n arch A® Indica«locaMn^I roof brace pant at rand.Ie.d. J
ern r a<ASTv.O�155p1 4 bon wee:owe.Ile lon The.vhoA be rnnd•d near mkmpw as a hod dbabuMn member.N 0®�Ana.awe.barn tl»brace parnl�ndnee<drn<tiw of roof brae•ro pengw,Mann, RNTER PER PWIS
P♦N+od•and fit end.Ioors..iMn oval o.und<,bulld�ng.MlMn pncomn«nen cod neem.wr b. M3.66ndgnrg or wnnnpop•.by.tide dbndgingwmrss space. «endr brace pant below. (3
< i<enw of Compbo«end be need ache bsdrng v newtbra C.®�Aaw rrdrco s a«Awl or almost«di,roof brae b Pa b..Mom, led tlN54'OC 0►•
wont. _
k•4:•d I5. sad:,d6 der bpdd-ing on.r.+O.toM+,foul not more Ilea.hree+a:»+ brae pent below.
8. Nboev m.�w�nev+hdlM ell d ek Mcannte red. 0 Red bmces undo -0' 12x4 ailed with 16 Knn.nada,9:arc wMd4y 1112%6 OR V O
0 la All M mW. . teal end been a-12 c 4e ov 10-0 or 2...,e'o/c d d o l «r Ilan 100 fern asp Aborom. III 28(PER PWISI Ind NP63 `
mesh+shd be«wrowhmplo band+wpand a o tier-M.pwlgm dudg M cwpnte parsing. ii.,1 Ion led bead g 25,4,j 16 eic under lid Braces beg.hoe 7-0 are 12.2M Tbraces.a M.longer M rent be lb re be braced rp 9'Oe A w
Edge foam shallbe used der corm l ..p.Ace w be B Erna r o4 448 1 a.o directions n md.Mght. 11128 TRACE C 2
Al slob penehagw to be Aereponsbil he responsibility of cone«a «..Petsa de +6' laotc«A lR uteriwgrad•plywood deahlrg solid w wale. E. lie roof ac.tee b M«blows tudm noted eMnw en«Asp O s
rnbnmg shell lea avwm•d bTM Eng n«.olRnerd p:era Mpl«mn I 16 Head.n+hal be de fwa w6ss d«Ad2n an4r«Pions. I or12j 2x6 Hog 6'-0'o/c
10. Hesabn difference 6H.•.n he benore of«ace«bahng+shal be a maximum d one foot 94g Ilea A.Lorne,and were.. r, w 12 2d Hog Td'ere 2X6 OR 2X8 HOG.3.RAFTERS 2X4 ROOF BRACE L.)thedw minimum M1ena tin l footing dean•-de sap
ped pped footing.DNlen^gal Ms Mtw lgh .ea footings can It Spam up a 2'-6'2-2+6b, I 1«4 Sad Each Side 06 O
b«one«c•ssi..u.udly whenaper batingmocrw600ce wyamg•boerekne.raa bas.mem ell Spa d ad s T3'2-2e8 - 11«I Sad«Eh Side
C
oval bong 'NO Spans 3-6 a 6-6'1-20
0k- 2lack Sad E«n Side t«TERLALS SPECIFICAnp IS: C
h,Sports 6.6 or man See Plan- ke Plan Concrete Gerd Notes. CD N
B.t4umM.Of 2s4'King SA«Rquired Al E«n End For A Gwen wall Height 9nd Opwmg I Except. b b°re oMer.nsenoted, .all nn l toe,he preperea.ofcement,egg....andw arm eer-a^
WdL el°paring Wdh rwui plane,and congess«strength shall be in"c«None•arm.ACI 318 Code.Conmw shall be N II.1
SPECIAL FOUHDADON CONSIDERATIONS. Wd O.48 7-6' 3d' 4-0' 9-6' 6-0' B-0' a pbm Orr 4mp-sad 1500 PSt rn 28 dews der looting and 3(OC Pv Ire.alb,booms cod<dumns.pnkss road oe.w"e 0
waffle dabs tee seMupKnng dabs.Nnbned«w.drng a deal cod do art rzaaro lam.sal b. O
B' 1 I 1 I } wrans ter«• Baden pbcq ran»I•,ell debris,-ate,end o<r ddeenees mownd.Ml M..mewed Gem h<e4aaa
aloe«wed des M<w<rere i ofdwn<rcr<.nd be�n a«adea«.eh A4318 and r3ira
swear.Soil PodrMwPabk 0l.pppenn9 connte end�t hoN<m oral de.ebP:+nengh. 9 1 I 1 } nn?.65am.d..d6� Crn
Grim bumdaxem:r.dl be o m�nm.em al 1^d duped u Ile 1 2 2 2 3 3 C94 requirements P «ccnw.,il b. Dolt wlh h•Engineer
of Records*permed of O J
- -
2.<awws shell m.tendtoamnimum deph vm.�dng2pen tea gmaoddwgnu<graurd con 11' 2 2 3 3 p ase ew<ne mn ord9..<hod of Pump�hgGGnne:Fall be.w;y M1om.d ommae.ama - ..
used--I..ew.as..nmm.droel.rmoodnbd nde�Ples�.11 M..a b•usedn•,<h case IY 2 2 ] - - and hear.w vodyw possible a�n Mol p"nw.too-.ad«gngoron emrcandi.g Connrca C y
A<saj6- M spadng«el.ohed.6,a cod wbend a a roc.,.bnAb cr.2Il ell.sholu deced acd E -a
0i»arlted A - dmemdam.role deh bog Dien arompsedb. 1 Jg aralka esenorwd,ee Mrdwa Peer h°asp p6wa«grg-pan .enbrcaq seal and lmeed eft arprapeq.odearcu.efir.mh.NcwweasM1d Mpb<ed uKn<Iwn. .
dberdonon..hun:aaSL:oildoepe hwllo:Il.,ae,ndnRed cduw M1ob:.On.e pN Noon 2 rgb«loom-nmemolaiongar4o<«roeshs asp el rho<:I'v psis.2s Mte. damp w.bce..vMonw.shd Mapdkd d-nchahee«rnteord:hdb°:eMckvpceu«Io.d O
Ceral�na Cod• sra1 be bswmd to he use ol he raMn cod hantragba seN.ment bur nor bh�mw low co»e egngehon of M^`aI NI n:.b.e..•w dJ b.wnru.u« O CO
CS--xn«.d.:nbro gb.boag cups o...cdssan.e.>ks+hd be a..b.vnen P6m. II vane.red MMbeto.acneel< wna..-one doe - y
5 Chimne,behgs are a be I 2«gm Man M chimney b0arhr by 12 AAN 5 6d narke red together..rh meal•v nekd et bur 10F0Fem bet.ew Roars<n ««oohs lswn aon of ell b Sawing of
ine joints commence Foss
undo .o 11 bodfib maximum
Use
8 Solid heang sM1 hi jute.. - old neei a weF warp.i ell <r«4ng'n tea sM1 M sawn a devh of apt.ne u shall ///��E
A0 tie d.NA pp as mass 0 Sold CovetedGMI 8 b B'a m I b panels aMcw ire tl erd" dh wNwh / I
membrane For ewowromohng on ern 8 B d M plan.
d mu+r be add a web -'um d 2�16d n.d Ile M /
4 wCa.c.* de d d bolo.50 F.
a F«wN efillc 4 a 8 new neigh, fooling h dowels hooked in ass 1 4' 1 dap b ^aW du vertical enbnw n a d AC
being end era acting I aloe 2 Cr., I6 - d low and rove d -b d' O 1 bRawed b.cold wM R
ban non d n iY bee.asp al sp4 d C ell I 'b CMI mb 20. M <m shack be neAnd a M paegw Geshb meandrying y el
bsall•JLbow,rn la leg M A d low+16' Imo d i 5 mbpla 11 protected ban me blo.bg meN.od•
FddoKn«4d .. Naeew o .o.fit 2,500 on n. } 6.e kh d od br.Fe•wck bwrde:MukM Pon4rg arwhnneo i
Wtoll.ee.praofebhwe me led dM i1 Abwmae motels I1.
.ba.•mmr..ek ma.Mwvrm<ed-nawNw<e.-Il Ra04.l of N•rrucanl den gW ..<ea Ara F<.:wrno bwnnq d-.«try o..n•da.mwwwy Gl°ed of«per corning to A5Th,of on wP and then,cal can ge<«nKu�.
Nmm-
M Codel•N.sir..24•.24�439w.•r ben shell M nnsaled a I e'a<.enwly rogoAeu of M red Dote.hell be aaed N aood n cortom..rh me gnpnd n ro be g.0urdrcenwn Apdbew n Ile
tight.ERFC1Nl elLIM1/C MAX,MGM..
F«tea ^q wade:hoar 6mnw see•K d de•gn dn.weg.. an
When floor ds are para.,A basement walla block between pas n 24 ac der hree mat soociags rot
W�Nd al dlAam h Fell b< eHda .eN he«cove.of kv sMe.Iw w.naM«rigucnuNpMcm'�bn"numM.eapl doap ombtenrkmwnwrvre-a6e•50-F
7.
Udee ohe.._se l r Fste•15'32 M wns"uewd.:h 2s4+ads m l2 o/e, «,obraroh.e..sage d drb<
bdbwMm.dho aces rig or floor ohs hi 5tneS.P ye e..M oll.,e.9j M<.0 II P+do615-78 the!Grade.hdb accordance oh ASMNOS and bm»dol
dragh All auge me l oa,or a similar
rwdsad Fasten beam beam support APr wlhal 6 sherNAST,conform a Graded0 Meet ofded.ar Practice
heAand rnAimuSTFA ie5+a<Jte cos e,shill be
2 x14 I meM+wv,or a«mile cooacar.Fasten arm down a.uvwn+ade wjh a r dwN conform b M CRSI Maned of Standard Pve6ee.The bbnaq mLimum concrete con.r+Fd be
Pwb..wyopge pnuAed of sedttoEa bash
FRAMING COIISTRU°Tps-OTHEP.THAN ROOF 24. 94 pant loads born reel bran,jack+ade,beam supports mbeAer wood or sM4conrot bear on Earth J
I. Soo Table R6033,1r of the Cade far a fasa"u aMaule for structural members. NweM1d N shwhrng olahe.BbcknyqudbarMM.hwN.°vd^t bad+uPpa.ts also..nun be codesnaila Exceed le wwh« 1/2
2. wood beams snail be sup .hed
be reed dey w Am«.el c4Pm nh wheam;rg ma Moms comm.«,to ebuntwea. C. Sobs not Exposed a Weather
r 8 3
or ledgers Tne blowing hanger gel scule may be used unless noted c h t.«.on e plan 25. apply b.all hoed coot sa<co e.e.:or finuM1as D. Beav and columns 1 1 R
Mambos Size S'myean b Hanger- ter M blb..rng boom
12124 HUS 28.2 A brae en ne«sso..
.212+10 .....HU 210.2 mi.« I Ho.rer Ire 1 I
1212+12 U32-2 r.+,ml z ot XS oprowdetheE.-h thgaoinooa hebnd 1cos.
12113i +91/4'Let -U OXdax. N boor I de FOR A24 point loads pdw owe.Goeral NeM.
2 N "h+wKnMb - cod.l.welw LK bwm.�naw.hw bp.pi I-
1211J/4.111/8 LK -HU 4I21Ma.' 2x6 sad:ee.I we a Mbawnedm,adbesre or«gem«r nailed Per R6023111.Thal adheaue s and .annywdb orcabadhwa•s and'n Ile b<atam dawnwMpbm and dwell b«<amlrv<ted in
13111/ xl4 LK HUS J10 ^pp<ed ash de Awe of each sad. I w�do -h vo1A0530. Grade NJ H a p
All Triple LK Member .HHU2550/10 °W 2 Hello load Bea«Una.AST«C90 made all Ightecight a nand we ght°gong«. A
Note.Gts able she.aSimp+wp Ace hangars Om«hagen may be used so long as her an cowl a w+b"gar rem hw•IPted. 28.OpeningsnK wall
Abel comply with 3«xw 6.3?5. v uan doe not appytogaeg•
nd6 m are KpendwbraM ndi«.ter dealing unit th sbF^Adbb•vr".id.db K
3. Concrete Building 2471: tendee.oM bwdatiw..d+Gmde HJ a.SJ unn+hdlb Po•'rded 6•
Kir:C55 made cod lighmeighl or normal agar...,Grade NA or SJ e.
Provide Gode 01 6.STP girders and Medan K.tampon I,2015 amendment to 2012 NC TABLE R302.6 DWELLING/GARAGE SERARATION except that book ep«ed A yeaher+ha be t.1.4
Residential Code Table 502.2 borrow B net CI'0-95,Tee S prepackaged mortar ems wnbh«all not contain any noneementig«+ <!
] era.nyaanandban4. d napro.wntip<Mn,M1d 22 a Y.Iwu SEPARATION MATERIAL 1 " 5Oeode teeldeAa
Mob I: IS Geode 60 steel doom»d Mn.hen indicated on Mpbu. 11111111/I g\LI I IIIIII//"
Pine/1 ed.•s Pad oh.w • v an b M 4 b•Ile-0' d'ran/i0 Prom M residence and and Not Its Mon IR tech gypsum booed or '46 b -alb'n he<d:GI.wove. M.dal M r Where
ter • CA ///1j CA y
wad obtenarable cracking in bshed hardwood ben over any gars use he following 99..aAnt aPPI eel a the garage side intervals d- 2 c.mmna n he bars be Ae d The tolerance b.se«i«of ♦T`(N Rp :`(N Ro/ LI
w<edere From dI hab'naEle rooms above me garage Not less than 5/8 inch Tee R gypsum board .reed d he length of he wall. toL b.M h betirwn he faced E6S ! `.ts0 <!(L
p A. s eq pdwr nd+n«nter al M bar tia d.12.. ,...43 QpF b+��ya� ;= BETE •y <
INlbo- ai be M.alad b Marrs erd 1 nails or Structure Pl supporting floor/ceiling ossembl'es Nov less than 1/2 hg«tum board or /M6 2 d1R- greater neat be removed banns y G �E lEabpBbyngin'al N O
each end.barges 6 1 split and render M M^I 6 draA- h Pm girder or wad for se•oration required by ells arenan equivalent grouting.
SEAL Ls
iMYTp,P.C. W�
band v 'M. Garages located less than 3 feet Iron,o odeu h i R h m board or Morton i to 5 N horn cold drowns d M c^c h�3 p
Xd d sib an and end by of lac de 'I« ell-Ideal 42 C
dwdrg unit on he some for cob I d M'tenor side of toe wwdl 51. MI perolAl lens redteal 0.8 5 nor.:h U1,{ �„"ttf"I.i C,.43y1 y�p?'i
raLo end al pre.NBwhgd«are used swoon pond b tea Adger exterior mans hot are within des area .ek<w d 0. oma;mumo le are. 'den band M yq `<J(7```� Z
cos tended ine e.yo.c e prim at he bowmw top wall openings and shall eFS 3a. !p
Nell mule*member baNup lie«.mmme.ws ended nab saggmed 8r 32-eic,2- extend not less man 24 per apw4.Spine+ehd wedoI not loss Mn 12. eY,'g, A ..ty•Sa 1/'C OF
dovn up from he bomre:h3.16d rails mash end of each piece e,hepsr rts sM0 be bId Inaconning bend Kn<m unless hoedoMrwue.iM wade dell 21/1111111\\\\\ X 4411111110 555
ghohe mbar moLrng uv he monde 9"der. w keel cod Olomb.r�hm he akranws.peaRed rn AO 530.IA9,k<Mn 2.3I].N 8 MEMBERS ONLY CStip .:Th,nehnq al........ensure aegNba born he wade of Ile noun to M..,:dear andard drm.ndem a,.emaprend,bl«I.bell b.wrwMamawr.++wrast,tea b,.Maurg e. 3070 HAMMOND BUSINESS
Mt wM1en M 6an:nglendnb dunrq L.der hwNng seww,M+FdnLege w4 be pn�bwA d'minbprod m ens UnRnaMd woh+FeB b<.kp«d bad der pmmg anh re...oh LoOIlLg wR nor M C
r•1aar. g.der-naling pamer.nam�nd,Neer M:hrmLege,..Il e<amplate wen m.4Md..most.den roeeMGB.eppra,md Damaged pmnwe else meteor erd rem.corn.emn aloe• PLACE,SUITE1 p
276
onabb<rad w4 de..op m ha fidmed Fa.d.ond Be«over h•ghd..fine. LM xkd«L oral bondbeam bb<4s of tenoned noswr oval:on a M hMed..rm NLr.J C4'd-91 RALEIGH,NC 27603 Rn
a d g rapod ter ro direction
ionry n..This.vtdl bndgbg a d'distribution
a m�amurn floor
Grapy face of a bon«block eampnnll•trend 2 broken
pre and deep moy d B'a I1.clean
OFFICE:919.380.9991
WI lmun.mr g.dnabpnan ors.ha b0. .Ms a Miarrn bock of each cell t a M bra ur b. o nlnMc and dean a
n and rot le girder M1" «l LM gn a b.dam �dk rn m soul.end mmndaM. FAX [phone]
C then newt rood bl«4rng hm belted a he steel beam aim pots Awaited or aaa<hed a .breed b m�n'mze^n'rds.nhln he gArwr mM<w444<5 ova I'rN b 6<9949•.wend InMs rna M SUMMIT W W W SUMMIT-COMPANIES.COM C
Mlow .rlM meal hen ender am hardwood too Maleau ova.a steel beam pp gBar. preceding Nbebrc P4mganabP ecwsdrdae rn asp lilt and MI with grout wuova.s left by N
wndlM^oMnw e,basement ,.NN«nr a.,nr age NC COL A:C-4361 -C3
J pNl erns Web..ma.b.xm<.zpnL»netea ah.rmn. ReemiN9FRINe 1300RAYORYTBgnt40 PROJECT NO:3596.45 'y
N
K

ROOF NOTE: U
DOUBLE UNDERIAYMENT z
OF 150 FELT ON 4/12 AND
RIDGE VENTING ALL RIDGES[IYPI LOWER ROOF SLOPE �j
NZ ,.xEew rues I�iz,l . 39'-2- - - - - - - - - - - t
.rrc�c.w -1 $ TOP PLATE GABLE BRACKET I 1 I a:R Cr)
TI ' ®®®-; REE DETPIy(<YPI '���P�-... W y ENT 0
—- - I I 12 -. METAL ■I■I■1■I■I■nI■ it x1
�� i --ul� ROOFING IfYPI liiMan■Inn■mn. fir"G
�41'1� - - - I uweD 107,1■0: nn■li. mn■1rnu1■Inum�.
I nnnnlmnun, nn■mlmnnnmlmn� + 0 H/
�.i_� *1!' I mnw _',nlonn■ '■I I■ln■IL l■VI■V1, 1
`I_�� � - - �! = 30'A' 'A •Il,..rn'I, 'MI I I��. ®®®®'ti,'I L 1 In■Ifiyi 111. ' O
a,=M -- I i� um I mn um—
TOP PLATE 9 m
n i' i n i I nl n iR n n�.Fn eo
roir.wi.. 1 ■ 1 4.ONE-PIECE 0 I' I% 1 I I, 6-LiERTAILS
-z xsurwy. P 12 7� ;1 I �I 11 1 PICTURE FRAME ;11 ■ I■1■ ■ f:COI FRONT PORCH
nnPX ■I 1. 6 ►L ■ Il TRIM IIYPI m PI 1■I81■ 111.u.
ONLY IiYPI114 \�_
u..INSTALLED
mucrer e.e�,rl rvsu ■II }I,- _L _ 1 ■ii m A . i m n 4 ONE-PUCE
I■ �, 1' 1 I R II Illl Llf li 111 I71111°1'I11 L' PICTURE FRAME
GABLEBRACKETDETAIL ■ 77 a' i -_7 1 1 X m mllnnlni Innnnlnl TRLM[IY'PI
j Lrl fE-' '' p, I ' I _-7 ��IIIII if !...,.11ri L i° II°1111111f E. ■ A TRIM
21'-77/8" ■1 �ll-ILL L `dlli-� II 1 n IJItil111r1'�1111 nL11111,In1tl
TOP OF SUBFLOORING •' /
ry 21 _ _ _ _ _ -� _ / [IYPI M
1 10'-1. ARCHITECTURAL . .. ..
41 TOP PLATE 1 I- SHINGLES IIYPI I.IJ
. F10ER CEMENT U V
BOARD SIDING W/ J N
1 X2 BATTENS PPI J ,n
- II Y ? POSTTS o
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7� Y TOP OF SUBFLOOFRING _ _ _ _4 73
= _ _ _ - WOOD 0 '
RAILING IIVPI U
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45 TOP PLATE I. fit=- - .... C >
_ El ---...- WOOD 8 SQUARE
RAILING/ r PILES[TYPI y W
I MUSTERS
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—TOP OF SLAB®STORAGE——-—- - - Q m
ARCHITECTURAL FRONT ELEVATION
SHINGLES(MI SCALE 3/16 I'
EEXPOSED-- 01-11M71' RAFTER TARS
FRONT PORCH
ONLY fD'PI
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/ ` REC IA
5 n ►A D LMINOTON, NC
FEB 2 03
2019
ELEVATIONS � Dimension Design&Construction,LLC
I Ar,A I ,n of n/_CC IICalI(8501363-7972 (I r� Builder:Lisa E Reynolds-[phone] I SOUTHWIND

t4 yc~urea Site T h 58' T 3' 7'
7'-8' 7'-2" 7-2" 7-2" 7,2" T•Y T-2' T•8"�-
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. 10' T 6' 6'-�}�8 4 7.2 T•2"- -T.p^ T-2' —T B"
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..-10' 4'y�T�.3'•�4'-H 7-6" 7-2" T-2" 2" 5�7,2" I 7'2" 7'-2'-44-44-7-6'^I T_J
COW.PER SITE
—- _—- -—- _—- -—_ _—_ _—_ _—_ =
T
1 I, Ili II
I
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❑ 35 I Illllli� I
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zD I 129-01n
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21 SPACE NAILS I2 l OC,6`GC AT ENDS , LP R— ` "-
COMPOSITE - 4'-0' 1' ifl a
COMPOSITE SHINGLES 2012 Residential Cade Amendment:R302.1.1 .4 n y - $
ROOF TRUSSES Soffit Protection:In commiction using vinyl or C I
24 OC 15 LB ROOF FELT LASE TWO LAYERS 15 LB FELT IF aluminum soffit mmenol,the following N GREAT ROOM
ROOF B FROM 2/12 TO 4/12 AS PER R905.2.]1 pplicmwn shall Apply:Soffit assemblies 16-0 x 3 NEE w.;l,"
INSULATION STOP 7/16'OSB SHEATHING located on buildings with leas than a I a fire 3.ea tI — \\ a
ALUMINUM DRIP EDGE sepamtron distance shall be securely ahwhed —n•J — aAaf O
BLOCKING AS REOD to framing members and Applied over lire- pw N rr_•m-ta utc C
SEAMLESS retardant treated wood,22/32 inch wood T- t 0)�
ALUMINUM - T •-
R-301NSUUTION •I I I t 1113 IIII a sheathing,or 5,8 inch exterior grade or [
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idboard bell
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ALUMINUM OR VINYL and urderkynnents.Vents shall be eerier a TI t � ---- G C .rA
1/2 GYPSUM �' FASCIA•UNO nominal 2-inch continuous or equivalent i ? ---- g O
BOARD -�l' inbrmihent and shall not exceed the minimum u , �"F 4 0 1 0 S 9 y ..
7 I
2K6 TINUO S VENTED R8 free air requirements eatobltshed in Section "F :�CHEN y
CONTINUOUS VENTED R806.2 by more than 50 percent 5Y[w "• w 1 190 p h-0 O E
SOFFIT wr E .Please see exceptions it applicable. at v w. a_r n _ 5
COMBUSTIBLE MATERIALS me sr Te Ir_F--
NO ALIIMINNM - 1 5'-1 11R' _ 4' 1 4 6 m
m b TUFIERE REQUIRED d NOTE:WINDOW OPENINGS: i-' •MI 1 = _ — . a w r. E
S BY::DE) - I -
MEaDER AS PER IN DWELLING UNITS,WHERE THE OPENING L' e 9 55- _ 4 •,w� eZ
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SUBfLOORING WINDOW UNIT GRADE OR SURfACE BELOW.THE LOWEST S t -6'x 1]9' _--- Y
PART OF THE CLEAR OPENING OF THE S O17060 { b y
BASE END BANDING AS b WINDOW SHALL BE A MINIMUM OF 24 11 d 11 q
in
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MOLDING PER FLOOR SYSTEM C ABOVE THE FINISHED FLOOR OF THE .I E 6-1' S'35�`� y _`Me sMa
ya • 15-
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S LOOTED.OPERABLE SECTIONS OF THE T ' ,yv .s 1
14 TRU55 OR JOIST FLOOR O WINDOWS SHALL NOT PERMIT THE MS _ ^ _ w1
SYSTEM AS PERMArJUfACTERER !' .LLn OPENINGS THAT ALLOW PAS,.OF a
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INCH DIAMETER SPHERE WHERE SUCH - PANTRY N I F ..,, ^ ■■ OI •N TONJ ^
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GIRDER PER w`Q` . P �Y'',�
(2)5/8 DIA.THRU BOLTS ENGINEERING wr9�G0EBS/G,,4 S' 2▪0 SUMMIT e i 9 I • '
PER BEAM OR BEAM ENOiii Q `9 Engln Slog,
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PER DETAILS B //11L'ET'®ER8CNLT 2 1r a -13-6' 6-0' V I LL
NOTES:II PROVIDE ALL RECOILMATERIALS.FASTENERS,AND STRAPS AS PER CODE 3070 HAMMOND BUSINESS IF PORCH C'
e 21 INSTALL OS8 WALL SHEATHING;u ALL EXTERIOR WALLS FASTENED W/Rd PLACE,SUITE 121 _ _UP_ 0
RALEIGH,NC 27603 O
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NAILS`_.6 OCEDGES AND 12 OC'Ai ALL INTERMEDIATE SUPPORTS 1ST FLOOR PLAN
LAP SUB FLOORS AND TIE TO SILL PLATE OFFICE:919.380.9991 t . I, ———Al
TYPICAL WALL SECTION [SIDING] FAMMrE.COMPA IE ' _ SCALE'3/16'-1' U-
SUMMIT WWW SUMMIT{OMPANIES.COM Sw 1M' S 1C 5A 1N'
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ELECTRICAL PLAN Dimension Design&Construction,LLC y
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ante Date Check From Name of Vendor Check Check Permit Rct. #
?ived Deposited Permit Holder Number amount Number/Comments
2019 Charles F. Riggs and SLA Surf City LLC First 15984 $100.00 minor fee, Lot 6 S. Boca Bay CS rct. 6349
Associates Inc. Citizens Lane, Surf City PnCo
Bank