20081147 Ver 2_401 Application_20130413

F
03-%141 04.
DUKE POWER LAKE MANAGEMENT, EC12-Q
P. 0. BOX 1006
CHARLOTTE, NC 28201-1006
704-382-1667 OR TOLL FREE 1-800-443-6193
APPLICATION FOR PERMIT TO STABILIZE THE SHORELINE IN NORTH
CAROLINA
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in
blank. PLEASE SUBMIT APPLICATION AND APPROPRIATE DUKE POWER FILING FEE, PAYABLE -
TO DUKE POWER, TO ABOVE ADDRESS.
1. Applicant Information fib 2&19 DD
A. Name (#J1"Ak^ 4fef,
B. Mailing Address �2 2 -6J C c/ o, 2'0'111-3
C. Telephone -7ul- 8 0 5 110
Location of Proposed Project
A. Lake
B. Street Address W +ke-y-s G vc
C. County Kee V- I-eii
D. City, Town, Community or Landmark
E. Section Lot#GMM#tj
F. Directions to propeq by road
<U�a PT-ml RA. -Pa I 1 1% 0. 1 <" %,o .1
bek
*- — -50v- 1, A) q 'PO i 1J f L 0� JV e-
Subdivision
R+ o4
Al'-f-0 \4 "
flwk6 ouc
-S 6N-P, vsr".44'r
G. Latitude'and longitude for the project site -3 5. r� (o if 14 1 o - q-3.0 W
H. Please submit a map showing the coordinates or a detailed map (USGS quad map,
etc.) showing the exact location of the project site. (NOTE: Latitude/longitude coorc
be found on internet site, www.mai)sonus.com. Directions: Don't register, click "Mi
address, draw map, select OMap Clicking Will ... 0, select al-at/Longo, click map)
Ill. Description of Project
A. Length of wall )Ob
B. Material —Rip PAt
C. Distance from property finelshoreline WJ
IV. Intended Use of Project Area
A. Private X
B. Commercial
V. Applicant Signature
APR - 1 2013
Date
PLEASE AIOZE THE FOLLOWNG: —rpfvl-
A COPY OF THE COMPLETE APPLICATION WITH A ROAD MAP SHOWING LOCATION OF THE PROPERTY MUST BE SUBMrTTEDTO: Us
ARMY CORPS OF ENGINEERS, 151 PATTON AVENUE, ROOhl 2ft ASHEWLLF- NC 288014M
A COPY OF THE 'DUKE POWER APPLICATION FOR PERMIT TO STABILIZE THE SHORELINE IN NORTH CAROLINA- AND SEVEN M
COPIES OF THE COMPLETED'NC DIVISION OF WATER QUALITY PRE-CONSTRUCTION NOTIFICATION APPLICATION- MUST BE
SUBMITTED WITH THE DIVISION OF WATER QUALITY APPLICATION FEE TO: NC DMSION OF WATER QUALiTY, ATTENTION. Cynd/
K001Y, PARKWEIN BLDG, 2321 CRABTREE BLVD., RALEGH, NC 27604, P#(ONE. 919-733-1786

Directions to site - please include road numbers, landmarks, etc. (This Is not necessary
if an adequate vicinity map is included): Mq75-1 R46A/ WesfiN,
C) I
0 A f to ki 5A 6 P �0'--J +V YA C.-V
f7 SO r-I'Af'q a
,br-OlCelr/V 'AA1 e-, h'l , J r
O&zC-rS(Q. )
CO'ec- lsr'�J�nt
2. Describe the existing land use or condition of the site at the time of this application:
64 - AJ ias; o tj - �-O-s su-6 - AW Y,0,441-S &r-C
C-(ky- &Oyd 'O".4cv- JOAIC- 7A'('-5 1*5 C)AJ )&Ov-
1
3. Property size (acres): 30-2Y-7
4. Nearest body of water (stream/river/sound/oceanAake): JA
J
5. Describe the purpose of the proposed work:
'51 A � f, /1- 0 , 0 4- -sA
0;-k Y-42 If
6. List the type of equipment to be used to construct the project:
�i
WO f-k- W; ) ( h C.
7. Amount of Impact (including all excavation, backfill, rip rap, retaining walls, etc.) below
'1- " x /0,0 1
8. a. Amount of impact (including all clearing, back fill, excavation, rip rap, retaining walls,
etc.) above the normal pool lake level and 50 feet land-ward in square feet or acres:
/ / X 160 1
b. Please describe vegetation above the normal pool lake level and 50 feet land-ward to
be impacted (number of trees for instance): 1.1,44 inn' L,
9-4-w-A- - UVW M
- ' f —,# - >
(Agenrs signeWre Is valid only Non auth - tion 1~11rom the applicant is provided)

Lake (Full Pond)
Please approximately sketch the following Information on this plan (please provide dimensions
for each Item, such as 10 ft. x 100 It.):
1) All proposed vegetation clearing (provide dimensions)
2) Location of rip rap or fill to be placed above the Full Pond elevation
3) Location of dp rap or fill to be placed below the Full Pond elevation
4) The location of any proposed structures such as buildings, retaining walls, docks, etc.
5) The location of any excavation or dredging below the Full Pond elevation.
6) Location of construction access corridors.

DIRECTIONS BY ROAD FORM
Lake Use Permit Applicants and Contractors: Ease of locating the proposed project
site can have a big impact on permit processing time. Please complete this form
and return it along with your completed permit application to:
DUKE POW=
C/O LAKE MANAGEKBNT — BC 12 Q
---P.-O.-BOX-1006
CHARIA)TTE, NC 28201-1006
1-800-443-519
Applicant's Name:— NS Riverwood Development, Inc.
% Clay- McCullough
Lake Name: Lake W)Lhe
Subdivision Name: Riverwood on Lake W li
L:e
Property Section: Lot (s): Common Open Space
City: Charlotte County: Mecldenburg
State: NC Zip:
Zelephone: 704-805-4802
Type of Permit
Requested
"Circle":
Pfivate Facility
C��
Excavation
Stabilization
Conveyance
Miscellaneous Uses
Directions (from major road or highway): 1-77 South to Right on Westinghouse
Blvd. Left on Shopton Rd - Follow ShopLon Rd to Withers Cove Bridge - REMM on
right
Descriptive Structure (s) on EppRgM (i.e. brick ggrMe, white fence, mobile home,
etc.
Spring Point Lane
*Note. PLease use the back of this forrY4 if desire4 to draw us a map to the site.

Maps On Us: Yellow Pages - Eocation IVIap rIIIILdVIC
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Map's "" us
a sewice ot Svoitahboard.corn
Location Map
Springpoint Ln
Charlotte, NC 28278
Return to Map
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Thomas
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Park
1 @2006 MiOMS01 Corp @2004N4VTEQ,:m4/*rGDT, Inc.
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Use this map or these directions at your own risk. No representation or warranty is made as to their accuracy,
completeness or drivability. Infospace and Switchboard will not be responsible for any damages, losses or delays
which result from using these directions. Obey all traffic regulations.
http://www.mapsonus.com/bin/cgimap.dll?FLNC="&SID=4zuvvd55m5pc4z55of'Orvov... 5/6/2006

Maptech map mrver
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11,340.71 SQ.FT
LEASED BY PIER CONSERVATION AREA
DUKE POWER ZONE (114.65* = 22.32%)
5
LAKd WYLI E
vvo�#**� WATERFRONT
LOT
TOTAL SHORELINE LF: 513.6'
CONSERVATION AREA AT LOT 16 = 114.65'= 22.32%
A�
Scale: 1"= 60' Date: 12-12-12 Dwg. No:
0 60 1201 Job #: 06030.79 BD-1
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OWNER: NS RIVERWOOD DEVELOPMENT INC.
1355 GREENWOOD CLIFF, SUITE 150
CHARLOTTE, NC 28204
CONTACT: BART HOPPER
704. 805.4800
landscape architecture
planning
MIM civil engineering
DPR Associates, Inc. 1420 Hawthome Law I Ckvbft, NC 28204
ph. 704.332 1204 1 fx 704.332.1210 1 www.dprassodates.net
WATERFRONT LOTS - DUKE POWER EXHIBIT
RIVERWOOD SUBDIVISION
10240 WITHERS RD.
CHARLOTTE, NORTH CAROLINA
NS Riverwood Development Inc.
A�
Scale: 1"= 60' Date: 12-12-12 Dwg. No:
0 60 1201 Job #: 06030.79 BD-1
By: RIT
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OWNER: NS RIVERWOOD DEVELOPMENT INC.
1355 GREENWOOD CLIFF, SUITE 150
CHARLOTTE, NC 28204
CONTACT: BART HOPPER
704. 805.4800
landscape architecture
planning
MIM civil engineering
DPR Associates, Inc. 1420 Hawthome Law I Ckvbft, NC 28204
ph. 704.332 1204 1 fx 704.332.1210 1 www.dprassodates.net
WATERFRONT LOTS - DUKE POWER EXHIBIT
RIVERWOOD SUBDIVISION
10240 WITHERS RD.
CHARLOTTE, NORTH CAROLINA
NS Riverwood Development Inc.

t)8-ikWi oa
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PENNIT3=4=0=
11290 Olde Cedar Court
Davidson, NC 28036
March 1, 2013
............ .................
APR - 1 2013
A P R
NCDENR NWR - �TY
Division of Water Quality VATE®R UALM
% Ms.Cyndi Karoly — Parkview Bldg. Mbnfti%kiaLtl�- Branch
2321 Crabtree Blvd. MIA R I zz 0,; 1
Raleigh, NC 27604
JNR
A NOW—atp, &�nch
Project: Riverwood (formerly Riverwood on Lake Wylie) at
Planned: Residential Marina
Location: Lake Wylie, Mecklenburg County, NC
In July, 2008, NS Riverwood Development, Inc., now known as Hopper Communitiesi
requested your review and comment on an application for 7 proposed boat slips for a
community boat access lot. (See attached letter dated July 21, 2008 and your response to
our request). The application was not finalized and the boat slips were never built.
At this time the developer is ready to continue with the community and get approval to
construct the 7 boat slips on a community access lot. The lease area for the seven (7)
boat slips will be 0.26 acres or 11,340.71 square feet. Riverwood is an 82 lot community
situated on approximately 30.247 acres with a total shoreline of 513.6 linear feet. Their
will be 114.65' of shoreline preserved based on Duke Energy SW Guidelines. The
conservation area will be located on Lot 16. This shoreline is classified as Future
Residential Marina, supporting these 7 boat slips. The boat slips will serve the residents
of Riverwood Subdivision. The contact person is Clay McCullough.
There will be no dredging associated with this marin& The shoreline will be stabilized at
the community access lot on approximately 100 1 of shoreline with rip rap. The boat slips
will not exceed 129; in length. The pier will be 5' wide x 36' 10" with a ramp that is 4' x
20' leading to boat slips which will have 3' wide fingers with 12' openings. This facility
will not require a pump-out based on Duke Energy's guidelines for pump-outs at
commercial marinas.

This package also includes location map, aerial photo, and site plan. Please advise us, by
return mail or email ([e-mail]) of any additional comments that you may
have concerning this application.
Sincerely,
Ann L. Duncan
Permits 4U, Inc.
Please direct all correspondence to:
Permits 4U, Inc.
Attn: Ann Duncan
11290 Olde Cedar Ct
Davidson, NC 28036

July 21, 2008 TEM 161 IU
NCDENR 11290 Olde Cedar Court
Division of Water Quality I Davidson, NC 28036
% Ms. Cyndi Karoly — Parkview Bldg!
2321 Crabtree Blvd.
Raleigh, NC 27604
Project: Riverwood on Lake Wylie
Planned: Residential Marina
Location: Lake Wylie, Mecklenburg County, NC
With regards to the above referenced project, please find enclosed an engineered drawing
plan dated April 29, 2008, which shows seven (7) proposed boat slips. The leased area is
0.20 acres or 8,914.50 square feet. Riverwood is a 61 lot community situated on
approximately 30.247 acres with a total shoreline of 531.64 linear feet, 103.58 linear feet
(20.2 %) of this shoreline along Lot 13 will be preserved where no pier zone will be
permitted. There is also a 100' protected buffer along the shoreline. Based on Duke
Energy's Shoreline Management Plan Map dated August 2006, the shoreline is classified
as Future Residential Marina. The boat slips will serve the residents of Riverwood on
Lake Wylie and is owned by NS Riverwood Development, Inc. The contact person is
Clay McCullough.
There will be no dredging associated with this marina. The shoreline will be stabilized at
the community access lot on approximately 100' of shoreline with rip rap. The boat slips
will not exceed 120' in length. The pier will be 5' wide x 36' 10 ", with a ramp that is 4'
x 20' leading to boat slips which will have 3' wide fingers with 12' openings. This
facility will not require a pump -out based on Duke Energy's guidelines for pump -outs at
commercial marinas.
Application is hereby being made to Duke Energy Company for the required FERC
permit to construct these boat slips. The enclosed package also includes location map,
aerial photo, and SW shoreline classification map.
We ask that you advise us, by return mail, of any comments you may have concerning
this request or any permits your authority may require. Your comments are a
requirement of the FERC application process. We thank you in advance for your
cooperation and we appreciate your prompt response.
Sincerely
/ 641
Ann L. Duncan
Direct All Correspondence To:
Permits 4U -Inc.
Attn: Ann L. Duncan
11290 Olde Cedar Court
Davidson, NC 28036

pi �qPG
Mr. Clay McCullough
NS Riverwood Development, Inc.
1355 Greenwood Cliff, Suite 150
Charlotte, NC 28204
William G. Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
Coleen H Sullins, Director
Division of Water Quality
August 13, 2008
DWQ Project # 08 -1147
Mecklenburg County
Subject Property: Common Space #5, Withers Cove Bridge— Spring Point Lane,
Lake Wylie
Approval Of 401 Water Quality Certification and Authorization Certificate per the Catawba
Riparian Buffer Protection Rules (15A NCAC 2B .0243) with Additional Conditions
Dear Mr. McCullough:
You have our approval, in accordance with the attached conditions and those listed
below, to place fill in or to otherwise impact/stabilize the following as described in your
application received on July 24, 2008:
After reviewing your application, we have determined that N.C. Division of Water Quality (DWQ)
General Water Quality Certification Number 3693 covers the impacts (a copy can be found at:
http: / /h2o .enr.state.nc.us /ncwetlands). This Certification allows you to use Regional General
Permit No. 198200030 when issued to you by the US Army Corps of Engineers (USACE). This
letter shall also serve as your approved Authorization Certificate for impacts to the protected
riparian buffers per 15A NCAC 28 .0243. In addition, you should obtain or otherwise comply
with any other required federal, state or local permits before you proceed with your project,
including (but not limited to) those required by Erosion and Sediment Control, Non - Discharge,
Duke Power, and Water Supply Watershed regulations.
The above noted Certification will expire when the associated USACE's 404 permit
expires unless otherwise specified in the General Certification. This approval is for the purpose
and design that you described in your application. If you change your project, you must notify
this-Office and you may be required to submit a new application. If the property is sold, the new
owner must be given a copy of this Certification and approval letter and is thereby responsible
for complying with -all conditions. - -
No �nCarolina
aturally
North Carolina Division of Water Quality 610 East Center Ave , Suite 301 Mooresville, NC 28115 Phone [phone]
Customer Service Internet ncwaterquality org FAX [phone]
1- 877 - 623 -6748
An Equal Opportunely /Affirmative Action Employer — 50% Recycled /10% Post Consumer Paper
Amount Approved Units
Plan Location or Reference
Shoreline
100 feet
404 /CAMA Wetlands
acres
Waters
.005 acres
Buffers —Zone 1
100 (square ft.
Buffers- Zone 2
(square ft.
After reviewing your application, we have determined that N.C. Division of Water Quality (DWQ)
General Water Quality Certification Number 3693 covers the impacts (a copy can be found at:
http: / /h2o .enr.state.nc.us /ncwetlands). This Certification allows you to use Regional General
Permit No. 198200030 when issued to you by the US Army Corps of Engineers (USACE). This
letter shall also serve as your approved Authorization Certificate for impacts to the protected
riparian buffers per 15A NCAC 28 .0243. In addition, you should obtain or otherwise comply
with any other required federal, state or local permits before you proceed with your project,
including (but not limited to) those required by Erosion and Sediment Control, Non - Discharge,
Duke Power, and Water Supply Watershed regulations.
The above noted Certification will expire when the associated USACE's 404 permit
expires unless otherwise specified in the General Certification. This approval is for the purpose
and design that you described in your application. If you change your project, you must notify
this-Office and you may be required to submit a new application. If the property is sold, the new
owner must be given a copy of this Certification and approval letter and is thereby responsible
for complying with -all conditions. - -
No �nCarolina
aturally
North Carolina Division of Water Quality 610 East Center Ave , Suite 301 Mooresville, NC 28115 Phone [phone]
Customer Service Internet ncwaterquality org FAX [phone]
1- 877 - 623 -6748
An Equal Opportunely /Affirmative Action Employer — 50% Recycled /10% Post Consumer Paper

This approval requires you to follow the conditions listed in the attached Certification and
any additional conditions listed below.
1 No impacts shall occur in the buffer, including the removal of trees, except along the
immediate shoreline as approved.
2. Mulch or pine needles (6deep) shall be used to help reestablish the buffer in any disturbed
areas upon completion of the project.
3. All stormwater shall be directed as diffuse flow at non - erosive velocities through the
protected buffer such that it will not re- concentrate before discharging into the lake as
identified within 15A NCAC 2B.0243(5).
4. Upon completion of all work approved by this 401 Water Quality Certification, and any
subsequent approved modifications, the applicant is required to return the attached
Certificate of Completion form to the 401 Oversight/Express Review Permitting Unit, North
Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699 -1650.
Violations of any condition herein set forth may result in revocation of this Certification
and may result in criminal and /or civil penalties. If you do not accept any of the conditions of
this Certification (associated with the approved wetland or stream impacts), you may ask for an
adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To
ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina
General Statutes, to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
N.C. 27699 -6714. This Certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated
with the approved buffer impacts) shall be referred in writing to the Director for a decision. The
Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 1506.
This letter completes the review by the Division of Water Quality under Section 401 of
the Clean Water Act and the Catawba Riparian Buffer Protection Rules as described within 15A
NCAC 2B.0243. If you have any questions, please telephone Ian McMillan at 919 - 733 -1786 or
Barry Love at 704 -663 -1699.
Sincerely,
2
for Coleen H. Sullins
Enclosures: Certificate of Completion
cc: Duke Power Lake Management, PO Box 1006, Charlotte, NC 28201 -1006
USACE Asheville Regulatory Field Office
Central Files
Ian McMillan — Wetlands Unit
Ann L. Duncan — Permits 4U

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CONTRACTOR
WATERSIDE DOCKS AND PIERS
112 FORESTDALE LOOP
MOORESVILLE, NC 28117
MU 04 0 W 0 ,
BUILDING CODE SUMMARY
FOR ALL COMMERCIAL PROJECTS
EXCEPT FOR 1 AND 2 FAMILY DWELLINGS AND TOW*13USES
Name of Proiect:
RIVERWOOD COMMUNITY
DOCKS
CODE
REFERENCE
Address:
COVE POINT DR.
DESIGN It
RATED
JOINTS
503
Proposed Use:
COMMUNITY DOCKS
Feet = H +20 =
EXIT REQUIREMENTS:
Owner or contact
person: CLAY MCCULLOUGH
Phone #: 7C`4 -805 -4802
Owned By ❑ City
/County m Private
❑ State
NA
Code Enforcement Jurisdiction: ❑ City
MI County
MECKLENBURG COUI:ETY
NA
FLOORS OVER UNCONDITIONED SPACE (each
Description of assembly:
assembly)
NA
Exterior
Lead Design Professional:
R -Value of insulation:
NA
Desi ner
Firm
Name
License N . Phone No.
Lead Professional:
Civil:
Electrical:
Fire Alarm:
Plumbing:
Mechanical:
Sprinkler - Standpipe:
Structural:
Retaining Wall >5'High:
Other:
Darden Engineering Services
John Darden
-
9255
(704) 663 -7738
Compliance with Section 1616.4 only? ❑ Yes ■ No
East
>30'
0 HR
Z
SEISMIC DESIGN CATEGORY B, C, & D
Z
West
>30'
0 HR
LJ
L)
Seismic Use Group r
0
gc $ 0
C'3
Spectral Response Acceleration: S. 052 xg Sm, 0.2e xg
rQ� Apr
South
_
0 HR
�� b • IQN•
'� -.
[3 [3 Dual w/ Intermediate R/C <:'
W 0LU
> >
❑ Moment Frame ❑ Inverted Pendulum
Darden Engineering Services
Interior
NA
Analysis Procedure:
(74) 663 -7738
_
John Darden
9255
•
'.� �yy °•FNGINE��.•'��',,;�
Nontreadng walls and
partilions
Exterior
NA
ELECTRICAL SYSTEM AND EQUIPMENT
CO- F
__V_ W 0 0 -) - - __V__ __V__ i y
COVE POINT DRIVE
MECKLENBURG COUNTY, NC
BUILDING DATA:
Construction Type: ❑ 1 -A ❑ I -B ❑ II -A ❑ II -B ❑ 111 -A ❑ III -B ❑ IV ❑ v -A ■ V -B
Mixed construction: ENO ❑Yec — Types•
Sprinklers: ■ No ❑ Yes ❑ NF rA la ❑ NFPA 13R ❑ NFPA 130
Standpipes: ■ No ❑ Yes — Class: ❑ 1 ❑ II ❑ III ❑ Wet ❑ Cry
Fire District: M No ❑ Yes
Building Height: Feet: IV -0' No. of Stories: 1 ❑ Unlimited per:
Mezzanine: 0 No ❑Yes
High Rise: M No ❑ Yes Central Reference Sheet (if Provided):
Gross Building Area:
Floor NEW UPFIT (S q. ft. UNFINSHED (S q. ft. TOTt;_ (Sq. ft.)
6th Floor:
5th Floor:
4th Floor:
3rd Floor:
2nd Floor.
1st Floor:
Basement:
Total:
ALLOWABLE AREA: N/A
Primary Occupancy: ❑ Assembly ❑ A -1 ❑ A -2 ❑ A -3 ❑ A -4 O A -5
❑ Business
❑ Educational
❑ Factory Industrial ❑ F -1 Moderate ❑F -2 Low
❑ High Hazard ❑ H -1 Detonate ❑ H -2 Deflagrate ❑ H -3 Combust ❑ H -4 Health ❑ H -5 HPM
❑ Institutional 131-1 ❑ 1 -2 [31-3 ❑ 1 -4 [11-5
❑ Mercantile I Use Condition: ❑ 1 ❑ 2. ❑ 3 ❑ 4 ❑ 5
❑ Residential ❑ R -1 ❑ R -2 ❑ R -3 ❑ R -4
❑ Storage ❑ S -1 Moderate ❑ S -2 Low ❑ High -Piled
❑ Utility & Misc. ❑ Parking Garage ❑ Open ❑ Enclosed ❑ Repair Garage
Secondary Occupancy:
Special Use: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 407 ❑ 408 ❑ 409 ❑ 410 !O 411 ❑ 412
0413 0414 0415 0416 0417 0418 0419 0420 ❑421
Special Provision: ❑ 508.2 ❑ 508.3 ❑ 508.4 ❑ 508.5 ❑ 508.6 ❑ 508.7 ❑ 508.8
Mixed Occupancy: NNo ❑Yes 0 Hr. Exception: 302.3.2
• Incidential Use Separation (302.1.1)
This separation is not exempt as a Non - Separated Use (see exceptions)
• Non - Separated Mixed Occupancy (302.3.1)
The required type of construction for the buidling shall be determined by appl;fhg the height
and area limitations for each of the applicable occupancies to the entire buildhg. The most
restrictive type of construction, so determined, shall apply to the entire buildir..
• Separated Mixed Occupancy (302.3.2) - See below for area calculations
For each story, the area of the occupancy shall be such that the sum of the ratios of the
actual floor area of each use divided by the allowable floor area use shall nci exceed 1.
Actual Area of Occupancy A Actual Area of Occupancy B <1 N/A
Allowable Area of Occupancy A + Allowable Area of Occupancy B
.t„ i. _ < 1.00
STORY NO. DESCRIPTION BLDG` AREA TABLEB)503 AR�'AC)FOR ARt'AD)FOR ALLOWABLE MALI( MUM
AND USE PER STORY AREA OPEN SPACE SPRINKL% AREA OR BUILDN
(ACTUAL) INCREASE INCREASE UNLIMITED " AREA
'Open Space area increases from Section 506.2 are computed thus:
a. Perimeter which fronts a public way or open space having 20 feet minimum widti = (F)
b. Total Building Perimeter = (F)
c. Ratio (F /P) = (F /P)
d. W = Minimum width of public way = (W)
e. Percent of frontage increase I = 100 [F /P — 0.251 x W 130
2The sprinkler increase per Section 506.3 is as follows:
a. Multi —story building Is = 200 percent
b. Single story building Is = 300 percent
$Unlimited area applicable under conditions of Sections Group B, F. M. S, A -4 (507);
Group A motion picture (507.9); Malls (402.6); and H -2 aircraft paint hangars (507.7;'..
°Maximum Building Area = total number of stories in the building x E but not greater thcr 3 x E. (506.4)
$The maximum area of parking garages must comply with 406.3.5. The maximum area of Sr ; traffic
control towers must comply with 412.1.2.
©E
ALLOWABLE HEIGHT:
FIRE PROTECTION REQUIREMENTS N/A
Life Safety Plan Sheet #, if Provided:
BUILDING ELEMENT
ALLOWABLE
(TABLE 503)
INCREASE FOR SPRINKLERS
SHOWN ON PLANS
CODE
REFERENCE
Type of Construction
Type
DESIGN It
RATED
JOINTS
503
Building Height in Feet
Feet =
Feet = H +20 =
EXIT REQUIREMENTS:
504
Building Height in Stories
Stories =
Stories + 1 =
"dories
504
FIRE PROTECTION REQUIREMENTS N/A
Life Safety Plan Sheet #, if Provided:
BUILDING ELEMENT
FIRE
a �E
(FEET)
RATING
E Yes
DETAIL #
SHEEETT
DESIGN
R �
ASSEMBLY
DMIGN ill FOR
Tr_1UEIRATION
DESIGN It
RATED
JOINTS
REQ'D.
(W//PROVIDED
tiWUCTEON '
Structural frame,
including columns, girders,
trusses
❑Yes
EXIT REQUIREMENTS:
LEVEL.
NUMBER AND ARRANGEMENT OF EXITS
LEVEL
Door R- Values:
NA
Bearing walls
NA
U -Value of total assembly:
TOTAL
R -Value of insulation:
NA
FLOORS OVER UNCONDITIONED SPACE (each
Description of assembly:
assembly)
NA
Exterior
NA
R -Value of insulation:
NA
FLOORS SLAB ON GRADE
Z Z��
Y
N
North
>30'
0 HR
-
w
o w w
Compliance with Section 1616.4 only? ❑ Yes ■ No
East
>30'
0 HR
Z
SEISMIC DESIGN CATEGORY B, C, & D
Z
West
>30'
0 HR
LJ
L)
Seismic Use Group r
0
gc $ 0
C'3
Spectral Response Acceleration: S. 052 xg Sm, 0.2e xg
rQ� Apr
South
>30'
0 HR
�� b • IQN•
'� -.
[3 [3 Dual w/ Intermediate R/C <:'
W 0LU
> >
❑ Moment Frame ❑ Inverted Pendulum
LLI
Interior
NA
Analysis Procedure:
9255
13 Simplified
0 Equivalent Lateral Force
❑ Modal
•
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Nontreadng walls and
partilions
Exterior
NA
ELECTRICAL SYSTEM AND EQUIPMENT
North
NA
METHOD OF COMPLIANCE: 11 Prescriptive ❑ Performance ❑ Energy Cost Budget
U
�sez
v 3N0
East
NA
i S :3
LIGHTING SCHEDULE
Z
West
NA
Ni3
lamp type required in fixture
South
NA
40
number of lamps in fixture
Interior
Nall
ballast type use, in fixture
Floor construction
Including supporting beams
and joists
0
z 0.
a 10
Roof construction
Including supporting beams
and joats
0
aS
total interior wattage specified vs. allowed:
Shaft - Exit
Z sa�I`M
total exterior wG:taae specified vs. allowed:
X
Shaft - Other
0 00C.1
CL
CL
Roof construction
Including supporting breams
and jousts
0
EQUIPMENT SCHEDULES WITH MOTORS (not used for mechanical systems)
Z
Corridor Separation
NA
Occupancy ration
number of phases
P Fire Wall Separation
NA
Y
Smoke Bonier Separation
=
Tenant Separation
motor types
• Indicate section number permitting reduction
LIFE SAFETY SYSTEM
REQUIREMENTS:
Emergency Lighting: ❑ No
E Yes
Exit Signs: ❑ No
■Yes
Fire Alarm: ■ No
❑Yes
Smoke Detection Systems: ■ No
❑ Yes
Panic Hardware: ■ No
❑Yes
EXIT REQUIREMENTS:
LEVEL.
NUMBER AND ARRANGEMENT OF EXITS
FLOOR, ROOM OR
SPACE DESIGNATION
MINIMUM 2
NUMBER OF EXITS
TRAVEL DISTANCE
ARRA' N�,MENT MEANS OF
EGROS (SECTION 1004.1)
REQUIRED
ON OWN
ALLOWABLE TRAVEL
DISTANCE
(TABLE 1004.2.4)
ACTUAL
TRAVEL
DISTANCE
SHOWN
RE. "JUIRED
DISTANCE
P.F?WEEN
EXIT' 'DOORS
ACTUAL
DISTANCE
SHOWN ON
PLANS
STAIR
LEVEL
STAIR
LEVEL.
STAIR
LEVEL
Door R- Values:
NA
WALLS BELOW GRADE (each assembly)
Description of assembly:
NA
U -Value of total assembly:
TOTAL
R -Value of insulation:
NA
FLOORS OVER UNCONDITIONED SPACE (each
Description of assembly:
assembly)
NA
U -Value of total assembly:
NA
R -Value of insulation:
NA
FLOORS SLAB ON GRADE
Z Z��
Y
N
SEISMIC DESIGN CATEGORY A
LU
0
-
w
o w w
Compliance with Section 1616.4 only? ❑ Yes ■ No
a_
'Corridor dead ends (Section 1016.3)
2 Single exits (Table 1018.2) N / /�
A
3 Common Path of Travel (Section 1013.3)
EXIT WIDTH
USE GROUP
OR SPACE
DESCRIPTION
(a)
(b)
(c)
ExTr wir)TH on)'•s'',ss
AREA'
sq. ft'
AREA'
OCPER
(TABLE 1003.2.2.2)
EGRESS WIDTH
PER OCCUPANT
(TABLE 1003.2.3)
REQUIRED WIDTH
(SECTION 1003.2.3)
(a+b) x c
ACTUAL WIDTH
SHOWN ON PLANS
STAIR
LEVEL
STAIR
LEVEL.
STAIR
LEVEL
Door R- Values:
NA
WALLS BELOW GRADE (each assembly)
Description of assembly:
NA
U -Value of total assembly:
TOTAL
R -Value of insulation:
NA
FLOORS OVER UNCONDITIONED SPACE (each
Description of assembly:
assembly)
NA
U -Value of total assembly:
NA
R -Value of insulation:
NA
FLOORS SLAB ON GRADE
Z Z��
Y
N
SEISMIC DESIGN CATEGORY A
LU
0
-
w
o w w
Compliance with Section 1616.4 only? ❑ Yes ■ No
a_
U
Z
SEISMIC DESIGN CATEGORY B, C, & D
Z
Provide the following Seismic Design Parameters:
LJ
L)
Seismic Use Group r
0
gc $ 0
C'3
Spectral Response Acceleration: S. 052 xg Sm, 0.2e xg
rQ� Apr
Site Classification: C
Basic structural system (check one)
��� �� APO
� O�
M Bearing Wall ❑ Dual w/ Special Moment F Ime
Building Frame Special Steel
�� b • IQN•
'� -.
[3 [3 Dual w/ Intermediate R/C <:'
W 0LU
> >
❑ Moment Frame ❑ Inverted Pendulum
LLI
Seismic base shear V„ = N/A V,. = N/A
_
—
Analysis Procedure:
9255
'See Table 10034.1.2 to determine whether net or gross area is applicable.
See definition "Area Gross" and "Area, Net' (Section 1002)
2Minimum stairway width ('Section 1005.1); min. corridor width (Section 1016.2);min. door wfi:hh(Section 1018.1)
min. door width (Section 1003.3.1)
'Minimum width of passageway (Section 1020.2)
'See section 1004.5 for convering exits.
$The loss of one means of egress shall not reduce the available capacity to less than
50 percent of the total required (Section 1005.1)
°Assembly occupancies (Section 1024) N /A
DESIGN LOADS CONT.:
LATERAL DESIGN CONTROL: ❑ Earthquake N Wind
SOIL BEARING CAPACITIES:
Field Test (provide copy of test report): N/A psf
Presumptive Bearing capacity: 2.000 psf
Pile size, type and capacity: N/A
ACCESSIBLE PARKING N/A
LOT OR PARKING
AREA
TOTAL i OF PARKING
SPACES
# OF ACCESIBLE SPACES PROVIDED
TOTAL
ACCESSIBLE
PROVIDED
REQUIRED
PROVIDED
REGULAR WITH 5'
ACCESSIBLE
VAN SPACES WITH 8'
ACCESSIBLE
NA
Y Shading coefficient:
NA
e Projection factor.
NA
C Low a required, if applicable:
NA
Door R- Values:
NA
WALLS BELOW GRADE (each assembly)
Description of assembly:
NA
U -Value of total assembly:
TOTAL
R -Value of insulation:
NA
FLOORS OVER UNCONDITIONED SPACE (each
Description of assembly:
assembly)
NA
U -Value of total assembly:
PLUMBING FIXTURE REQUIREMENTS N/A
Footnotes:
1. Designer statement may be furnished on actual plans. When furnished on
plans, this statement is not required as part of Summary Sheet and may
be reproduced by the 'Lead Design Professional' onto the Summary Sheet.
SPECIAL APPROVALS
Special Approval: (Local Jurisdiction, Department of Insurance, SBCCI, ICC, etc., describe below)
ENERGY REQUIREMENTS: N/A
The following data shall be considered minimum and any special attribute required to meet the
energy code shall also be provided. Each Designer shall furnish the required portions of the
project information for the plan data sheet and shall sign the Designers statement for the
appropriate portion as required by G.S.143- 151.33. If energy cost budget method, state the
annual energy cost budget vs. allowable annual energy cost budget.
THERMAL ENVELOPE
METHOD OF COMPLIANCE: E Prescriptive ❑ Performance ❑ Energy Cost Budget
ROOF /CEILING ASSEMBLY (each assembly)
Description of assemblv:
U -Value of total assembly:
R -Value of insulation:
Skylights in each assembly:
• U -Value of skylight:
• Total Square Footage of Skylights in Each Assembly:
EXTERIOR WALLS (each assembly)
Description of assembly:
U -Value of total assembly:
R -Value of insulation:
Openings (windows or doors with glazing):
• U -Value of assembly:
• Shading coefficient:
• Projection factor.
• Low a required if applicable:
Door R- Values: r,
WALLS ADJACENT TO UNCONDITIONED SPACE (each assembly)
Description of assembly:
NA
U -Value of total assembly:
NA
R -Value of insulation:
NA
Openings (windows or doors with glazing):
NA
u U -Value of assembly:
NA
Y Shading coefficient:
NA
e Projection factor.
NA
C Low a required, if applicable:
NA
Door R- Values:
NA
WALLS BELOW GRADE (each assembly)
Description of assembly:
NA
U -Value of total assembly:
NA
R -Value of insulation:
NA
FLOORS OVER UNCONDITIONED SPACE (each
Description of assembly:
assembly)
NA
U -Value of total assembly:
NA
R -Value of insulation:
NA
FLOORS SLAB ON GRADE
Z Z��
Slab heated:
DESIGNER STATEMENT:
To the best of my knowledge and belief, the design of this building complies with the
thermal envelope requirements of the North Carolina State Building Code, Volume X-
Energy.
SIGNED:
NAME:
TITLE:
CS -11 COVER SHEET
S -11 LAYOUT PLAN
S -21 DETAILS & NOTES
S -31 SITE PLAN
DESIGN LOADS:
Importance Factors:
Live Loads:
W
Wind (Iw ): N/A
Roof: N/A
psf
Snow (Is ): N/A
Mezzanine: N/A
psf
Seismic (I.. ): N/A
Floor:, 40
psf
Snow Loads: N/A
DESIGN LOADS:
_
W
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Exposure Category s
z
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0�o�c
Z
D
N
W
re v
0 ®P
Q
0
w0�
Vr = N/A_
Z
W
Z Z��
Y
N
SEISMIC DESIGN CATEGORY A
LU
0
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w
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DESIGN LOADS:
Wind Loads:
Basic Wind Speed: go mph (ASCE -7 -98)
U
Exposure Category s
Wind Base Shears (for MWFRS):
p
Z
m
Vic = "A
Z
m
LU
Vr = N/A_
Z
W
Z M
Y
N
SEISMIC DESIGN CATEGORY A
LU
0
-
w
Compliance with Section 1616.4 only? ❑ Yes ■ No
a_
U
Z
SEISMIC DESIGN CATEGORY B, C, & D
Z
Provide the following Seismic Design Parameters:
LJ
L)
Seismic Use Group r
0
gc $ 0
C'3
Spectral Response Acceleration: S. 052 xg Sm, 0.2e xg
rQ� Apr
Site Classification: C
Basic structural system (check one)
��� �� APO
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M Bearing Wall ❑ Dual w/ Special Moment F Ime
Building Frame Special Steel
�� b • IQN•
'� -.
[3 [3 Dual w/ Intermediate R/C <:'
W 0LU
> >
❑ Moment Frame ❑ Inverted Pendulum
LLI
Seismic base shear V„ = N/A V,. = N/A
_
—
Analysis Procedure:
9255
13 Simplified
0 Equivalent Lateral Force
❑ Modal
•
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Architectural, Mechanical, Components anchored? ❑No ■Yes
'�, 0,
ELECTRICAL SYSTEM AND EQUIPMENT
Zoo
METHOD OF COMPLIANCE: 11 Prescriptive ❑ Performance ❑ Energy Cost Budget
U
�sez
v 3N0
N/A
<
i S :3
LIGHTING SCHEDULE
Z
Ni3
lamp type required in fixture
40
number of lamps in fixture
Nall
ballast type use, in fixture
l3
number of balicsts in fixture
fixture
z 0.
a 10
total wattage per
aS
total interior wattage specified vs. allowed:
o
Z sa�I`M
total exterior wG:taae specified vs. allowed:
X
0 00C.1
CL
CL
0 Z
o IM136
EQUIPMENT SCHEDULES WITH MOTORS (not used for mechanical systems)
Z
,
����O
motor horsepower
number of phases
Y
minimum efficiency
=
motor types
v
# of poles
DESIGNER STATEMENT: 1
m
To the best of my knowledge and belief, the design of this building complies with the
electrical system and equipment requirements of t"e 2000 International Energy Conservation
Code / NC 2002
SIGNED:
NAME:
Z
fn
Z
TITLE: ENGINEER
fa
0
U
N
MECHANICAL SYSTEMS, SERVICE SYSTEMS, AND EQUIPMENT
°
METHOD OF COMPLIANCE:
❑ Prescriptive ❑ Performance[3 Energy Cost Budget N/A
THERMAL ZONE: 7A
H
0
INTERIOR DESIGN CONDITIONS:
z
BUILDING HEATING LOAD
MECHANICAL SPACING CONDITIONING SYSTEM:
Unitary
Description of unit
heating efficiency
cooling efficiency
heat output of unit
cooling output of unit
total boiler output. If oversized, state reason.
DS-- t\0 V2
I jai
total chiller capacity. If oversized, state reason.
LIST EQUIPMENT EFFICIENCIES
EQUIPMENT SCHEDULES WITH MOTORS (MECHANICAL SYSTEMS)
motor horsepower
number of phases
minimum efficiency
motor type
# of poles
DESIGNER STATEMENT: 1
To the best of my knowledge and belief, the design of this building complies with the
electrical system and equipment requirements of the 2000 International Energy Conservation
Code / NC 2002
SIGNED:
NAME:
N. 3
�MI ry r 4 ' s
CS -11 4
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2X10" BAND
;Hill.
5/16X4"
HEX HD
BOLTS
FLOAT TANK DATA:
"A" TANK.•
MFG. "DOCK PRO FLOAT TANK,
NOM. DIMENSIONS. 3'X4'X16"
BUOYANCY 8001 (IN FRESH WATER)
WATER ABSORPTION RATE' ZERO
"B" TANK.•
MFG. "DOCK PRO FLOAT TANK,
NOM. DIMENSIONS. 3'X4'X20"
BUOYANCY 1000# (IN FRESH WATER)
WATER ABSORPTION RATE. ZERO
3X3X5" 1/4" THICK GALV. ANGLES
W/ 1/2" CARRIAGE BOLTS
PT 2X6" -�
1 SECTION THOUGH SLIP
S -2 SCALE: 1 "= 1' -0"
NOTES:
1- ((ALL ))FRAMING EXP \OSED TO THE WEATHER SHALL BE ALKALINE COPPER QUATERNARY RETENSON LEVEL .4
LUMBER 2- ALL PILES AND VERTICAL TIMBERS SHALL BEf PREASURE TREATED IN
IN ACCORDANCE WITH AWPA C3 / C18 AND TO 0.6 pcf RETENTION .
3- ALL EXPOSED FRAMING LUIJBER TO BE SYP NO. 1 OR BETTER.
ROOF FRAMING LUMBER TO 3E NO. 2 SPF OR BETTER.
4- ALL METAL CONNECTORS S`±ALL BE HOT TRIPPLE- DIPPED GALVANIZED OR ZINC
PLATED.
5- WASHERS SHALL BE USED tHITH EVERY CONNECTION BOLT WHICH COMES
IN CONTACT WITH WOOD. PILOT HOLES SHALL NOT EXCEED THE DIAMETER
OF THE BOLT MORE THAN 1/16 ".
6- BOLTS SHALL BE TIGHTENED TO THE POINT THE WASHER BEGINS
TO COMPRESS THE WOOD FIBERS BY NO MORE THAN 1/8 ".
7- PILES SHALL BE AT LEAST 5" IN DIAMETER.
8- THE BEARING CAPACITY OF THE PILES SHALL BE DETERMINED AS
CALLED FOR IN SECTION 1806.1.3 PRESUMPTIVE PILE CAPACITY OF
VOLUME I OF THE N C STATE BUILDING CODE.
9- ALL FRAMING CHANNELS SHALL CONFORM TO THE AISI DESIGN FOR COLD -
FORMED STEEL STRUCTURAL MEMBERS, 1986 WITH 1989 ADDENDUM.
10- THE PIER AND DOCK SHALL HAVE TWO WHITE REFLECTORS, A MINIMUM OF 6"
ABOVE FULL POND ELEVATIC14, ON EACH SIDE OF THE FURTHERMOST
CORNER OF THE EXTENSION OF THE PIER INTO THE WATER, REFECTING
LIGHT PARALLEL TO THE SHORE IN EACH DIRECTION AND DIRECTLY
ACROSS THE WATERLINE WITH THE SHORE FROM EACH CORNER.
WHITE REFECTORS SHALL BE PLACED ON EACH SIDE OF THE PIER AT
INTERVALS OF 15' OR LESS A MINIMUM OF 6" ABOVE FULL POND
ELEVATION, BEGINNING AT THE OUTERMOST EXTENSION AND EXTENDING TO
THE 760 CONTOUR LINE.
11- DESIGN LOADS:
FLOATING SLIPS: 20 PSF OR 300 CONCENTRATED LOAD -
BOARDWALKS AND PIES; 40 PSF OR 300 LB
CONCENTRATED LOAD
PRESSURE TREATED
WOOD DECKING
2 MAIN TO FINGER CONNECTION
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