20211400 Ver 1_Riparian Buffer Authorization_20210920

Buffer Authorization Application Form
15ANCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) Buffer Authorization Online Fo
Update 10/23/2018
Water Resources
ENVIRONMENTAL QUALITY
Original Submittal 9/20/2021
A. Owner/Applicant Information
General Information
Primary Contact Email:*
Who is submitting the application?*
1. Property Owner Information:
la. Name on Recorded Deed:*
1b. Responsible Party:
lc. Mailing Address:*
[e-mail]
Rease list the contact person's email for questions or payrrent on this project if needed.
r Owner
17 Applicant other than Owner
17 Agent
Carr Allen C Cobbaert Marjan A
(for Corporations)
Street Address
2209 Tampa Avenue
Address Line 2
aty State / Rovince / Region
Durham NC
Fbstal / Zip Code Country
27705-3163 US
1d. Telephone:* 919-864-0910 1e. Email Address:* [e-mail]
2. Applicant's Information (if different from owner):
2a. Name: Grayson Baur
2b. Company Affiliation: Catalpa Land Design
2c. Mailing Address: Street Address
116 W Lynch St
Address Line 2
aty State / Rovince / Region
Durham NC
Fbstal / Zip Code Country
27701 United States
2d. Telephone: [phone]
2e. Email Address: [e-mail]
2f. Attach a signed and dated copy of the authorization granting the applicant owner approval. An agent authorization form is
acceptable.
n

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AGENT_AUTHORIZATION_FORM-signed.pdf 174.27KB
FEF only
3. Agent Information:
3a. Name:
3b. Company Affiliation:
3c. Mailing Address: Street Address
Address Line 2
aty
R stal / Zip Code
3d. Telephone:
3e. Email Address:
State / Ftovince / Region
Country
3f. Attach a signed and dated copy of the agentaickthe upload button or drag and drop files here to aftach docurrent
authorization form. FrFcnly
B. Project Information and Prior Project History
.............................................................................................
1. Project Information
.............................................................................................
la. Name of Project:*
Cobbaert Carr Residence
(Subdivision, facility, or establishrrent narre)
1b. Is this a publicly -funded transportation project?*
r Yes
fr No
Id. Subdivision Name: PROP -DUKE B L NORTH DRHM
le. Nearest
Municipality:
Durham
If. Property Size: 0.27
acres
1g. County (or Counties) where the project is located:*
Durham
1h. PropertylD#
109421
Tax RN or Parcel id
1 i. Deed Information
Date of Purchase
1/7/2020
Type of Book
Book#
Page#
Deed
008843
000967
Map
00006B
000118
1j. Attach a copy of the recorded map that indicates when the lot was last platted.

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Carr-Cobbaert-Plat.pdf 816.12KB
FCF only
1k. How would you like to provide the Latitude and Longitude information?*
F Address Lookup
r Manually
Address Lookup
Latitude *
36.0107489
Street Address
1707 Shawnee Street
Address Line 2
Cty State / Ftovince / Region
Durham NC
F bstal / Zip Code Country
27701 US
Longitude *-78.887783
11. Is the project located in any of North Carolina's twenty coastal counties?*
r Yes
C No
2. Surface Waters
2a. Name of the nearest body of water to proposed project:*
UT to Ellerbe Creek
2b. Water Quality Classification of nearest receiving water:*
WS-IV
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:*
51
(linear feet only)
3. Project Description:
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project site is a vacant lot located within a single-family detached residential
area known as the Duke Park Neighborhood, which was platted in 1926 and which is
now almost entirely built out. Durham's zoning is RU-5, defined as Residential Urban
with an 8 unit per acre density cap, 5% minimum open space requirement, and 35'
maximum height. In addition, the parcel is subject to a front (street yard) setback of
20 feet, side yard setbacks of 6 feet, and a rear yard setback of 25 feet.
The neighborhood exhibits a diversity of architectural styles from the 30's, 40's and
postwar eras. Vegetation in the area is a mix of mature native and introduced
canopy and ornamental trees, with and understory of native, introduced, and often
invasive shrub and vine species. Neighboring parcels to either side of the subject
site have houses on them. An existing 15" reinforced concrete pipe conveys storm
drainage from the east side of Shawnee Street across the northern third of the
subject parcel, and daylights near the site's northwest corner. This pipe requires a
11' setback from centerline for any structures. The site is currently wooded with a
mix of mature Oak and Tulip Poplar. Slopes on site range from 3.5% to 20% on the
proposed house site, whereas within the buffer near the end of the culvert, slopes
up to 3:1 are evident.
3b. Attach an 8 1/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
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Shawnee-topo-2019.pdf 293.51 KB
FUF only

3c. Attach an 8'/z x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the
project site.
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Soil Map-1707 Shawnee.pdf 1.49MB
FEF only
4. Proposed Activity
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:*
After the installation of silt fence and tree protection fencing, the house site only will
be cleared by hand using chainsaws and an aerial lift truck as needed. Stumps will
be ground below grade as specified by the Architect. Unsuitable soils, if any, will be
excavated and removed from the building site only using a trackhoe. If needed,
engineered fill will be brought in by dump truck, spread by skid steer, and
compacted with the same equipment. Equipment and materials access to the site will
occur on the street side of the site and not on the buffer side. After site preparation,
the concrete slab and foundations for the house will be formed and poured, with
framing and the balance of construction to follow. The construction of the pervious
driveway will occur after most building construction is completed to minimize siltation
of the device. Disturbed areas around the site will be planted and mulched, or
seeded with permanent vegetation.
Attach a site plan as applicable to the project:
aickthe upload button or drag and drop files here to attach docurrent
Cobbaert-Carr-DWR-Site-Impacts.pdf 201.44KB
FEF only
5. Jurisdictional Determinations
5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this
property/project (including all prior phases) in the past?*
t: Yes
✓ No
5b. Who did the determination on the jurisdictional areas?
Who did the determination?
List name if known
Date
Attach
State
Cheng Zhang
(lam re if [mown)
11/01/2019
1707 Shawnee
Ave.pdf
3.76M.
Pdf on!),
'** Please include the date of the determination and upload a copy of the determination.
Comments:
Please see attached.
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
✓ Yes
O No
7. Future Project Plans
7a. Is this project a phased project?*
✓ Yes
t: No
fi
C. Proposed Impacts Inventory

Buffer Impacts
Project is in which protected Basin?*
C Neuse River Basin (15A NCAC 02B.0233)
f Catawba River Basin (15A NCAC 02B.0243)
f Randleman Lake Watershed (15A NCAC 02B.0250)
✓ Tar -Pamlico River Basin (15A NCAC 02B.0259)
C' Jordan Lake Watershed (15A NCAC 02B.0267)
✓ Goose Creek Watershed (15A NCAC 02B.0606 & 15A NCAC 02B.0607)
Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
Site# - Reason
Stream Name
Buffer Impact*
Impact Type *
Zone 1
Zone 2
House Site
fvbp label (e.g. Road
Crossing 1)
UT to
Ellerbe Ck
Permanent
(P)
Fermor Terrp
Allowable
0.00
Square
Feet
520.00
Square
Feet
House Site
construction zone
Map label (e.g. Read
UT to
Ellerbe Ck
Temporary
(T)
Fbrmor TerrpFeet
Allowable
0.00
Square
392.00
Square
Feet
Qossing 1)
Total Zone 1 Impacts: 0.00
Total Zone 2 Impacts: 912.00
Total Buffer Impacts: 912.00
Comments:
The temporary impact listed assumes a construction zone offset of five feet from the
outside edge of foundation in Zone 2 of the buffer. This distance will allow for
trenching equipment for the installation of foundations, and also for construction
personnel to access the building's perimeter. This area will be revegetated at end of
construction.
The Project meets the criteria of Durham UDO 8.5.7D. With the Building Permit
submittal, a No Practical Alternatives Application will be submitted to City of Durham,
the local buffer and authorization authority. The project proposes temporary and
permanent impacts only in Zone 2, and is on two lots that were both platted in 1928.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.*

A primary goal of the siting of the house is the optimization of solar orientation for
energy generation and conservation. That orientation, as shown in the site plan
(refer to Attachment 4), is north -south, with a roof that slopes in one direction due
south. The proposed house site has been placed as far into the southeast corner of
the site's buildable area as possible, given Durham's side and front yard setback
requirements and this optimal solar orientation. The floor plan of the house steps
down with grade, and utilizes retaining foundation walls, to keep site grading at a
minimum; that is, surrounding grade is largely allowed to remain where it currently
is. The south facing pitch of the roof allows roof drainage to occur only on the roof
edge farthest away from the buffer. This in turn enables roof drainage to be
controlled and dissipated well outside the Zone 2 buffer edge.
Drainage from the roof occurs in two ways: 1) along a continuous, gutterless roof
edge measuring 32 linear feet (Roof Area A, catchment area= 1109 SF); and 2) by
means of a 6" gutter and two downspouts (Roof Areas B and C, combined
catchment area= 1,557 SF). The gutterless roof edge sends runoff to an on -grade
French drain comprised of 3"-5" river rock in a trench with a perforated sock pipe,
which daylights at a flat dissipator pad approximately 20 feet outside the buffer. The
downspouts each discharge at separate drainage boxes, which are connected by a
4" pipe to the French drain outlet. From this junction, runoff discharges through a 6"
PVC pipe to a dissipator pad near the southwest corner of the house and across a
flat vegetated conveyance toward the buffer. There is no proposed disturbance in
the buffer associated with the control of runoff from the roof. Diffuse flow will be
brought below erosive velocity at the dissipator pad. Refer to Diffuse Flow Plan for
plan, details, and calculations.
The combined discharge of the three roof sub -areas for a 0.75 in/hr storm is
calculated below, and is less than the threshold rate of 0.5 cubic feet per second
(CFS) given in the current Neuse Rule 15A NCAC 02B .0714 at (9)(b)(iii), and are
thus "allowable upon authorization" as defined in the Rule.
Rational Method, Q=CiA
C = 1.00 (sloped roof surface)
i = 0.75 in/hr (per Neuse Rule above at (9)(b)(iii))
A = 2667 sf, or 0.06123 acres
Q = (1.00)(0.75)(0.06123 ac)
Q = 0.04592 CFS, which is less than 0.5 CFS.
The driveway, though outside the 50' buffer, is proposed to be built of pervious
concrete, and will allow rainwater falling on that surface to infiltrate into site soils. If
soil conditions indicate an underdrain is required for the pervious concrete system,
it will daylight to a point outside the buffer and be directed to a vegetated area
before flowing overland through the buffer.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.*
Near the buffer, the limits of construction (disturbed area) will be limited to 5' beyond
the footprint of the house. At the construction limits and prior to clearing and
grubbing, a double silt fence, with a silt fence outlet per Durham standard details
SF-1 and SF-2, will be placed in areas near the buffer, with a single silt fence being
used for all other construction limits. Construction laydown areas will be outside the
buffer near Shawnee St.
After completion of foundation, framing, and sheathing work, the Zone 2 areas that
were subject to temporary impact will be tilled to a depth of 8" and seeded with
"MMF Riparian Buffer Mix" available from Mellow Marsh Farm, NC, or similar mix
suitable for use in stream buffers. Straw will be applied at a rate of 4,000 pounds
per acre and anchored with non -asphaltic tackifier or crimping equipment. The
stabilization timeframe for disturbed areas in and near the buffer and on site
generally is 7 days.
E. Diffuse Flow Plan
la. What type of SCM are you providing?*

✓ Level Spreader
r Vegetated Conveyance (lower SHWT)
✓ Wetland Swale (higher SHWT)
17 Proposed project will not create concentrated stormwater flow through the
buffer
✓ Other SCM that removed minimum of 30% nitrogen
lc. Diffuse Flow Documentation*
F. Supplementary Information
Environmental Documentation
aick the upload button or drag and drop files here to attach docunent
Cobbaert-Carr-Diffuse Flow Plan.pdf 1.15MB
Ft7F only
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
✓ Yes
✓ No
Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR
Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B .0200)?
✓ Yes
✓ No
2b. Is this an after -the -fact buffer authorization application?
✓ Yes
r No
G. Additional Information
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments:
Additional Comments:
aick the upload button or drag and drop files here to attach docunent
2104-Cobbaert-Carr-SD-PricingSet.pdf 3.83MB
FDF only
We have attached here the architectural site plan to demonstrate how the roof is
designed to pitch away from the buffer, how the building's siting and stepped floor
plan takes advantage of the natural topography, and other detailed items that may
be of interest to reviewers.
The Project meets the criteria of Durham UDO 8.5.7D. Because the City of Durham
is the local buffer and authorization authority, we will provide a No Practical
Alternatives Application with the Building Permit submittal as requested by the City.
H. Sign and Submit
By digitally signing below, I certify that:
o I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act")
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act");
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
o I intend to electronically sign and submit the application form."

Print Name:*
Grayson Baur
Signature
Submission Date:
4V613014 Seal
9/20/2021
(Auto populated field)

Initial Review
Is this accepted into the review process?*
Is this project a public transportation
project? *
in Yes No
O Yes
C' No
ID#* 20211400
Version:* 1
Select Reviewer:* Colleen Cohn:eads\cmcohn
Select Reviewing Office * Raleigh Regional Office - [phone]
Has payment been received?* F No Payment Needed
✓ Fee Received
✓ Need Fee - send electronic notification

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Soil Map source:
DEQ Determination Letter, Nov. 1, 2019

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I•
EDGE OF ROOF
ABOVE
UNNAMED TRIBUTARY TO
.
ELLERBE CREEK
TOP OF BANK
I \
\
\ EXISTING
6j0 A 5" RCP
,r� 'fr: %er• 4 ice,1 v ;Pre >� ,
L_
PROPOSED HOUSE
FFE 321.9
Site Plan / Impact Map
Cobbaert Carr Residence
1707 Shawnee St.
Durham, NC 27701
project number
21012
ROP'SED
GA AGE
FFE 328.04
L
ti
N6io
—6' SIDE YARD
SETBACK
BUILDING
FOOTPRINT
1,876 SF
SETBACK FROM
XISTING 15" RCP
•
CANTILEVER'
/ DECK AT 2ND
FLOOR LEVEL
EXISTING
CONCRETE CURB
AND GUTTER
NEW CURB CUT
PER DURHAM
S •'BARD DETAIL
404.01
PROPOSED
PERVIOUS
CONCRETE
DRIVEWAY
440 SF
15' 30'
SCALE: 1" =30'
ISSUE DATE
DWR Buffer Auth 9/20/2021
60'

HOOF OVEHFiANG
TOTAL ROOF AREA=2,667 SF / 0.061
22
EXISTING SWALE �-
VEGETATED AC A
ANALYSIS POINT "A";SEE CALC'S
DAYLIGHT COMBINED FRENCH DRAIN AND
DOWNSPOUT FLOWS AT DISSIPATOR PAD
FOR DIFFUSE FLOW REQUIREMENT
6" SOLID PVC DRAINAGE PIPE
FRENCH DRAIN ON -GRADE
(NO GUTTER THIS EDGE)
4" SOLID PVC DRAINAGE PIPE
EACH DOWNSPOUT
EMPTIES TO 12" DRAIN
BOX WITH ATRIUM GRATE
6" GUTTER WITH (2)
DOWNSPOUTS (DS)
Diffuse Flow Plan
Diffuse Flow Plan -Sheet 1 of 5
Cobbaert Carr Residence
1707 Shawnee St.
Durham, NC 27701
project number
21012
UNNAMED TRIBUTARY TO \
I ELLERBE CREEK
I TOP OF BANK \ \
L. \ V
V A EXISTING
6/0 IS" RCP
\ \ /'
•
1
AREA B
PRO
GA
FFE
BUILDING
FOOTPRINT
1,876 SF
6' SIDE YARD
SETBACK
ISSUE
SE
EXI
BACK FROM
TING 15" RCP
L NIILEVEH�
/ DECK AT 2ND
FLOOR LEVEL
EXISTING
CONCRETE CURB
AND GUTTER
NEW CURB CUT
PER DURHAM
S •'BARD DETAIL
404.01
PROPOSED
PERVIOUS
CONCRETE
DRIVEWAY
440 SF
d
•
15' 30'
SCALE: 1" =30'
DATE
DWR Buffer Auth 9/20/2021
•
60'

Calculations
Check size of 6" PVC pipe daylighting
at Analysis point A:
For 10-year design storm, i = 7.22 in/hr.
Allowable roof area with adjustment
factor per instructions:
A = 3,566 SF x 6.00 / 7.22
A= 2,963 SF
Actual roof area = 2,667 SF (OK)
TABLE 1106.3
SIZE OF HORIZONTAL STORM DRAINAGE PIPINGa
SIZE OF
HORIZONTALLY PROJECTED ROOF AREA (square feet)
HORIZONTAL
PIPING
Rainfall rate (inches per hour)
finches)
1
2
3
4
5
6
1�'s unit vertical in 12 units horizcntal (1-percent slope)
3
3,228
1.644
1,096
822
657
548
4
7,520
3.760
2,506
1.800
1,504
1.253
5
13.360
5.680
4,453
3,340
1672
2,227
6
21,400
10,700
7,133
5,350
4,280
3.566
8
46,000
23,000
15,300
11,500
9,200
7,500
10
82,800
11.400
27,600
20,700
16,580
13,80
12
133,200
5,600
33,30n
-= =- _
1?,2D5
Source NCBC, Chapter 11
Pipe flow at roof drain outlet (Analysis Point A on plan) Q=CiA
Use C=1.00, i=7.22 in/hr (10-year peak), A = 0.06123 ac
Q= (1.00)(7.22)(0.06123) = 0.44 cfs
0.44 cf/ sec x 7.48 gal/cf x 60 sec/min = 197 gpm.
Sizing apron riprap for circular culverts per Fletcher and Grace, 1972 equation:
D50 = 0.2•D(Q/(\ig•D2.5))4/3(D/TW)
where,
• D50 = riprap size, m (ft) D50
• Q = design discharge, m3/s (ft3/s) 0.44cfs
• D = culvert diameter (circular), m (ft) 0.50 ft.
• TW = tailwater depth, m (ft) 0.2 ft.
• g = acceleration due to gravity, 9.81 m/s2 (32.2 ft/s2) 32.2 ft/sec"2
Tailwater depth for Equation 10.4 should be limited to between 0.4D and 1.0D. If tailwater is unknown, use 0.4D.
D50 = 0.2 D (0.44 / (SQRT 32.2 x 0.5"2.5 ))1 (0.5/0.2)
D50 = 0.0832' or about 1".
use smallest available D50: 4" or (3" -5" stone range)
Minimum apron length and depth given in table next page.
ISSUE
Diffuse Flow Plan - 2
1707 Shawnee St.
Durham, NC 27701
project number
21012
DATE
DWR Buffer Auth 9/20/2021

Calculations
Minimum apron length and depth given in table below.
The designer should calculate D90 using Equation 10.4 and compare with available riprap classes. A project or design standard can be
developed such as the example from the Federal Highway Administration Federal Lands Highway Division (FHWA, 2003) shown in
Table 10.1 (first two columns). The class of riprap to be specified Is that which has a D50 greater than or equal to the required size. For
projects with several riprap aprons, it is often cost effective to use fewer riprap classes to simplify acquiring and installing the riprap at
multiple locations. in such a case, the designer must evaluate the tradeoffs between over sizing riprap at some locations in order to
reduce the number of classes required on a project.
Class
1
2
D50 (mm)
125
150
050 (in)
4
6
250 10
Apron Length'
Apron Depth
4•D 3.5•D50
4•D 3.3•D50
5.D 2.4•D50
Apron length (min) = 4 (0.5') = 2.0'. Use 2.5' safety factor; Length = 5.0'
Apron depth = 3.5 (4") = 14"
Diffuse Flow Plan-3
1707 Shawnee St.
Durham, NC 27701
project number
21012
ISSUE DATE
DWR Buffer Auth 9/20/2021
Catalpa
Land Design

Ihl.
vFilter
blanket
Diffuse Flow Details
6
Adapted from: NC DEQ Sedimentation and Erosion
Control Manual, Rev. May 2013
Pipe Outlet to Flat Area—
No Well-defined Channel
Plan
Section AA
Pipe Outlet to Well-defined
Channel
Not Used
Plan
Filter
blanket
Figure 4_41 c Riprap nutlet prcloctiM fernxiikxlirom Ya $WCC I
6..4L4
Diffuse Flow Plan-4
1707 Shawnee St.
Durham, NC 27701
project number
21012
for do=6"
3d = 18"
La = 60" (see calculations)
Assume 3: 1 flare.
Width at end = 18" + 2 (3°")
End width = 58"
Notes
1. La is the length of the riprap
apron.
2, d =1.5 times the maximum
stone diameter but not less
than
3. In a well -definer channel ex-
tend the apron up the channel
banks to an elevation of f3-
above the maximum tailvidater
depth or to the top of the bank,
whichever is less.
4. A filter blanket or Filter fabric
should be installed between
the riprap and soil foundation.
Rev. 6916
ISSUE DATE
DWR Buffer Auth 9/20/2021
Catalpa
Land Design

Specifications
Adapted from: NC DEQ Sedimentation and Erosion
Control Manual, Rev. May 2013 (Chapter 6)
Practice Standards and Spec ijicntions
Construction
Speciflceations
Maintenance
References
Diffuse Flow Plan-5
1707 Shawnee St.
Durham, NC 27701
project number
21012
1. Ensure that the suhgrade for the fi her and riprap follows the required lines
and grades shown in the plan. Compact any fill required in the subgrade to the
density of the surrounding undisturbed material. Low areas in the subgrade on
undisturbed sail may also be filed by increasing the riprap thickness.
2. The riprap and Ruud filter must euiifurm to the specified grading limits.
shown on the plans.
3. Filter cloth, when used, must meet design requirements and be properly
protected from punching or tearing during installation. Repair any damage by
removing the nprap and placing another piece of filter cloth over the damaged
area. All connecting joints should overlap so the top layer is above the
downstream layer a minimum of 1 foot. I f the damage is extensive, replace
the entire filter cloth_
4. Riprap may be placed by equipment, but take care to avoid damaging the
filter.
5. The minimum thickness of the nprap should be 1.5 times the maximum
stone diameter.
6. Riprap may be field stone or rough quary shone. It should be hard,
angular, highly weather -resistant and well Rradeti
7. Construct the apron on zero grade with no overfi]] at the end. Make the
top of the riprap at the downstream end level with the receiving area or slightly
blow it.
Ensure that the apron is properly aligned with the receiving stream
and preferably straight throughout its length. If a curve is needed to fit site
conditions, place it in the upper section of the apron..
9. Immediately after construction, stabilize all disturbed areas with vegetation
{Practices 6_10, lenparary Seeding, and 6.11, Permanent Seeding).
Inspect nprap outlet structures weekly and allersignificant l 1 i2 inch or greater)
rainfall events to see i fany erosion aronnd or below the riprap has taken place,
or if stones have been dislodged. Immediately make all needed repairs to
prevent further damage.
'Sur iceStarbiIizasion
6_ 10, Temporary Seeding
6.11 Permanent `weeding.
6.15, Riprap
Apapendix-
$_06, Design of Riprap Outlet Protection
Rice, C.E_, Kadavy, iC_C "Riprap Design for pipe Spillways at
-1 {'rWID { 0.7' Presented at the December 13, 1994 International Winter
Meeting, American Society ofAgncultural Enineers, Paper Number
9425 k 1.
Rice, C.E. and LC.. Ifadavy. 1994, Plunge Pool Design at Submerged Pipe
Spillway Cutlets_ `transactions of the ASAE 37(4):1167-1173.
FHWA. 1983. Hydrahc Design of Energy Dissipaters for Culverts and
Channels. Hydraulic Engineering Circular Number 14.
ISSUE DATE
DWR Buffer Auth 9/20/2021
Catalpa
Land Design

ROY COOPER.
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Director
Esther A Bent
405 E. Markham Ave.
Durham NC 27701
NORTH CAROLINA
Environmental Quality
November 4, 2019
Subject: Surface Water Determination Letter
NBRRO#19-386
Durham County
Determination Type:
Buffer Call
Isolated or EIP Call
Neuse (15A NCAC 2B .0233)
❑ Tar -Pamlico (15A NCAC 2B .0259)
❑ Jordan (15A NCAC 2B .0267)
['Ephemeral/Intermittent/Perennial Determination
❑ Isolated Wetland Determination
Project Name:
Location/Directions:
Subject Stream:
1707 Shawnee Ave
The projected area is off 1707 Shawnee Ave, in Durham, Durham County
UT to Ellerbe Creek
Determination Date: 11/1/2019
Staff: Cheng Zhang
Stream
E/UP
*
Not Subject
to Buffers
Subject to
Buffers
Start@
Stop@
Soil
Survey
USGS
Topo
A
I
X
X
*E/I/P = Ephemeral/Intermittent/Perennial
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Durham County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR).
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR or Delegated Local Authority may request a
determination by the Director. An appeal request must be made within sixty (60) days of date of this letter or
from the date the affected party (including downstream and/or adjacent owners) is notified of this letter. A
request for a determination by the Director shall be referred to the Director in writing If sending via US
Mrn4 hint f EtMrfrrtmmntal Qua N..
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 13800 Barrett Drive I Raleigh. North Carolina 27609
919.791.4200

Postal Service c/o Karen Higgins DWR — 401 & Buffer Permitting Unit 1617 Mail Service Center Raleigh, NC
27699-1617. If sending via delivery service (UPS, FedEx, etc.) Karen Higgins DWR — 401 & Buffer Permitting
Unit, 512 N. Salisbury Street Raleigh, NC 27604
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty
(60) days.
The owner/future owners should notify the Division of Water Resources (including any other Local, State,
and Federal Agencies) of this decision concerning any future correspondences regarding the subject property
(stated above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries
should be directed to the Division of Water Resources (Central Office) at (919)-807-6300, and the US Army
Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact Cheng Zhang at [phone].
Sincerely,
S. Jay Zi erman, P.G., Chief
Water Quality Regional Operations Section
cc: RRO DWR File Copy

0406*

MARJAN COBBAERT & ALLAN CARR
COBBAERT CARR RESIDENCE
\\
1707 SHAWNEE STREET
DURHAM, NC 27701
DURHAM COUNTY
PIN # 0832-14-32-1894
PARCEL #:109421
DRAWING INDEX
Cl .0 COVER SHEET
A1.0 FOUNDATION PLAN
A1.1 FIRST FLOOR PLAN
A1.2 SECOND FLOOR PLAN
A1.3 ROOF PLAN
A2.1 EXTERIOR ELEVATIONS
A3.1 BUILDING SECTIONS
A8.1 FIRST FINISH FLOOR PLAN
A8.2 SECOND FINISH FLOOR PLAN
S1 FOUNDATION PLAN
S2 2ND FLOOR FRAMING PLAN
S3 ROOF FRAMING PLAN
PME1 FIRST PLUMBING MECHANICAL ELECTRICAL FLOOR PLAN
PME SECOND PLUMBING, MECHANICAL, ELECTRICAL FLOOR PLAN
PROJECT DESCRIPTION
UILD NEW SINGLE FAMILY RESIDENCE
2,420 SF CONDITIONED
1,095 SF UNCONDITIONED
ZONING - RU-5
20' - FRONT SETBACK
6' - SIDE SETBACK
25' - REAR SETBACK
35' - MAXIMUM BUILDING HEIGHT
URBAN TIER
SETBACK - INFILL STANDARDS PER DURHAM UDO 6.8.2
17' SMALLEST STREET YARD
27' LARGEST STREET YARD
MAXIMUM BUILDING HEIGHT PER DURHAM UDO 6.8.3
1. THE MAXIMUM HEIGHT PERMITTED BY THE ZONING DISTRICT
2. MORE THAN 14' TALLER THAN THE SHORTEST HEIGHT OF PRIMARY
STRUCTURES ON ADJACENT LOTS ALONG THE BLOCK FACE
WATERSHED PROTECTION - F/J-B
STREAM DETERMINATION - INTERMITTENT STREAM
NEUSE BUFFERS PER NORTH CAROLINA ENVIRONMENTAL QUALITY
IMPERVIOUS LIMIT = NONE PER UDO 8.7.3
DURHAM UDO 6.12.3.3 ENCROACHMENT INTO REQUIRED YARDS
CORNICES, EAVES, ORNAMENTAL FEATURES, & AWNINGS CAN EXTEND UP
TO 5 FEET INTO ANY REQUIRED YARD, BUT SHALL REMAIN AT LEAST 2 FEET
FROM THE PROPERTY LINE....
CODE REQUIREMENTS
Construction to comply with NCBC RESIDENTIAL BUILDING 2018 in Zone 4
and all applicable zoning and ordinances
Ventilation
Fenestration
New Windows shall be provided w/ clear, insulated glass w/
U-factor 0.32 max.
SHGC 0.40 max.
Skylight U-Factor 0.55 max
GC shall provide window data with record drawings
Insulation
ROOF
>R38 min
WALLS
>R15 min
FLOOR
>R19 min
THERMAL ENVELOPE
GC shall provide thermal envelope documentation per code from
Insulation provider
OUTLINE SPECIFICATIONS
SITE WORK
NEW DRIVEWAY TO NEW HOUSE
TIE INTO SEWER & CITY WATER
REMOVE TREES
FOUNDATION
CMU RETAINING WALL PAINTED
CONCRETE SLAB
EXTERIOR WALL
2X6 WALLS W/ INSULATION & DRYWALL W/ CLADDING PER DWGS
INSULATION
BIB OR DPC INSULATION INSIDE ENVELOPE
ROOF SYSTEM
STANDING SEAM METAL ROOF
ALTERNATE MEMBRANE ROOF IN LIEU OF STANDING SEAM METAL ROOF
MEMBRANE ROOF BETWEEN PORCH FLOOR & BEDROOMS
6" GUTTERS AS INDICATED ON ROOF PLAN
EXTERIOR WINDOWS & DOORS
MARVIN ULTIMATE
SCREEN PORCH
2X6 WALLS WITH EXTERIOR CLADDING PER DWGS
TILE FLOOR
INTERIOR WALLS
2X4 WITH PAINTED DRYWALL IN CONDITIONED SPACE
SOUND BATT INSULATION IN BATHROOM WALLS
BATHROOM WALL TILE
KITCHEN & MUDROOM TILE BACKSPLASH
INTERIOR DOORS
SOLID CORE WOOD DOORS
CEILING
TONGUE & GROOVE WOOD CEILING - LIVING/DINING/KITCHEN, ENTRY,
SCREEN PORCH
DRYWALL CEILING THROUGH OUT UNLESS NOTED ABOVE
GARAGE - DRYWALL WALL & CEILING
FLOORING
CONCRETE FLOOR 1ST FLOOR
HARDWOOD FLOORING 2ND FLOOR
TILE IN BATHROOMS & MUDROOM AS INDICATED ON DWGS
TILE IN SCREEN PORCH
ELECTRICAL
PER CODE
MECHANICAL
PER CODE
HEAT EXCHANGER FRESH AIR INTAKE
NEST THERMOSTAT
PLUMBING
PER CODE
TANKLESS WATER HEATER
LIST OF CONTACTS
ARCHITECT
ELLEN CASSILLY ARCHITECT, INC.
ELLEN CASSILLY, FAIA
600 FOSTER ST.
DURHAM, NC 27701
919.530.1 149
[e-mail]
STRUCTURAL ENGINEER
SCALENE DESIGN
ROBERT MACIA
555 FAYETTEVILLE ST, SUITE 300
RALEIGH, NC 27601
919.805.0295
pR
,,9c
OpFR7). ` C,9
NF Ss
3/4"EIP
N
<ci
co)
�m*\°
3/4"EIP
*GRAY SHADING = BUILDABLE AREA
DWR VARIANCE IF BUILT IN ZONE 2
ROOF OVERHANG
CANTILEVERED WRAP AROUND DEC,
NEW HOUSE
NEW PER IOUS CONCRETE AVERS W/ GRASS DRIVEWAY 450 SF
NEW CURB CUT PER DURHAM CONSTRUCTION STANDARD 404.01
4'
I n
CO 1 / 16"=1 '-0"
PROPOSED SITE PLAN
32'
16'
SCHEMATIC
DESIGN
NOT FOR
CONSTRUCTION
Revisions
Date/Content:
600 FOSTER STREET
7 DURHAM NORTH CAROLINA 27701
\ 919.530.1 149
\SSILLY
U=
wU
W
Q
DRAWN MCP
2104
06.24.21
AS MARKED
JOB No
DATE
w
J
Q
uJ
J
U
V)
COBBAERT CARR RESIDENCE
1707 SHAWNEE ST
DURHAM, NC 27701
SITE PLAN
C 1.0

FOUNDATION PLAN NOTES
1. GC TO CONFIRM FOUNDATION WALL HEIGHT W/ GRADE
2. SEE STRUCTURAL DWGS FOR MORE INFORMATION
3.
4.
FOUNDATION PLAN KEY NOTES
CONCRETE TURN DOWN SLAB, SEE STRUCTURAL DWGS
FOUNDATION PLAN LEGEND
■
XX
PIER, SEE STRUCTURAL DWGS
CMU RETAINING WALL, SEE STRUCTURAL DWGS
CONCRETE SLAB, SEE STRUCTURAL DWGS
N
N
N
30'-5"
31'-1"
321.9
59'-2"
57'-10" 8"
N
Ln
328.04
27'-5"
28'-1"
FOUNDATION PLAN
1 /4"=1 '-0"
8'
4'
SCHEMATIC
DESIGN
NOT FOR
CONSTRUCTION
Revisions
Date/Content:
600 FOSTER STREET
7 DURHAM NORTH CAROLINA 27701
919.530.1 149
SSILLY
E
=
wU
J c/
W
Q
DRAWN MCP
2104
06.24.21
AS MARKED
JOB No
DATE
W
J
Q
uJ
J
U
V)
COBBAERT CARR RESIDENCE
1707 SHAWNEE ST
DURHAM, NC 27701
FOUNDATION
PLAN
A1.0

FIRST FLOOR SQUARE FOOTAGE
1,274 HSF 1ST FLOOR TOTAL HEATED SQUARE FOOTAGE
INTERIOR ROOM SQUARE FOOTAGE EXCLUDES HALLWAY
323 HSF BED O1
150 HSF
150 HSF
193 HSF
134 HSF
93 HSF
63 HSF
42 HSF
BED 02
BED 03
BED 04
BATH 01
BATH 02
BATH 03
LAUNDRY
60 SF TOTAL UNCONDITIONED SQUARE FOOTAGE INCLUDES
EXTERIOR WALL
60 SF
MECHANICAL CLOSET
FLOOR PLAN NOTES
1 ALL DIMENSIONS SHOWN ARE TO FACE OF STUD UNLESS
OTHERWISE NOTED.
2. WHERE PARTITIONS ARE SHOWN TO ALIGN OR WHERE
PARTITIONS OF DIFFERENT THICKNESS OR FINISHES APPEAR IN
THE SAME PLANE, THE OUTSIDE FACE OF FINISH MATERIALS
SHALL ALIGN
3. REFER TO ELECTRICAL SHEETS FOR POWER, CIRCUITING, &
ASSOCIATED ITEMS
4. SOUND BATT INSULATION W/IN ALL INTERIOR BATH WALLS
5. ALL BATH & POCKET DOOR WALLS TO BE 2X6
FLOOR PLAN KEY NOTES
4
6
A
8
9
10
ZERO THRESHOLD SHOWER
5' WIDE BY 3' INTERIOR WINDOW INTERIOR HIGH WINDOW
6 FIXED SHELVES
TANKLESS WATER HEATER
FLOOR PLAN LEGEND
7777 8" CMU WALL
EXTERIOR 2X6 WALL
INTERIOR 2X4 WALL
OVERHEAD
WALL TYPES
1011
i
wir
.;s
,•:e ; ItiI
meir-
PAINTED HORIZONTAL FIBER
CEMENT PANEL ON VERTICAL
FURRING STRIPS
1/2" GYPSUM WALLBOARD
NEW 2X6 STUD WALL
8"X4"Xl 6" CMU BLOCK
NEW INSULATION
EXTERIOR WALL - RETAINING WALL
SEE EXTERIOR ELEVATIONS
HORIZONTAL WOOD SIDING ON
VERTICAL FURRING STRIPS
NEW 2X6 STUD WALL
TAPED ZIP SHEATHING
DEPTH TO MATCH EXISTING
NEW INSULATION
NEW GYPSUM WALL BOARD
DEPTH TO MATCH EXISTING
Exterior Wall
PAINTED HORIZONTAL FIBER
CEMENT PANEL ON VERTICAL
FURRING STRIPS
1/2" GYPSUM WALLBOARD
NEW 2X6 STUD WALL
NEW INSULATION
Exterior Wall
VERTICAL WOOD SIDING W/
WOOD BATTEN SEAM TO
MATCH EXISTING
NEW 2X6 STUD WALL
TAPED ZIP SHEATHING
DEPTH TO MATCH EXISTING
NEW INSULATION
NEW GYPSUM WALL BOARD
DEPTH TO MATCH EXISTING
Exterior Wall - ALTERNATE
2X4 STUD WALL OR EXISTING
FRAMED WALL
1/2" FINISHED DRYWALL
1/2" FINISHED DRYWALL
Interior Stud Wall
2X6 STUD WALL OR EXISTING
FRAMED WALL
1/2" FINISHED DRYWALL
1/2" FINISHED DRYWALL
INTERIOR STUD WALL
BATHROOM & POCKET DOOR
57'-10"
1 1 '-9
3/4"
10'-4 1/2"
1 1'-2 5/8"
1 1 '-2 1/2"
CV
I I
K
BED 01
CLOSET O1
1 l '-1 5/8"
LINEN?
BATH 01
n
BED 02
r�
CLOSET 02
n
8'-2 3/4"
TT
8'-2 3/4"
2'-7"
6'-0"
5'-8"
BED 03
a
a
WH
LAUNDRY
MECHANICAL
mech
LINEN
BED 04
N
BATH 03
LINEN
■
STORAGE
�xxxxxxxxi
XX
\X�
X X X X X
N
0
N
31'-1"
28'-1"
J
FIRST FLOOR PLAN
SCALE 1 /4"=1'
SCHEMATIC
DESIGN
NOT FOR
CONSTRUCTION
Revisions
Date/Content:
600 FOSTER STREET
7 DURHAM NORTH CAROLINA 27701
919.530.1 149
SSILLY
U=
wU
J Ce
W
Q
DRAWN MCP
2104
06.24.21
AS MARKED
JOB No
DATE
w
J
Q
U
V)
uJ
J
ii
COBBAERT CARR RESIDENCE
1707 SHAWNEE ST
DURHAM, NC 27701
FIRST
FLOOR PLAN
A1.1

SECOND FLOOR SQUARE FOOTAGE
1,146 HSF
1ST FLOOR TOTAL HEATED SQUARE FOOTAGE
INTERIOR ROOM SQUARE FOOTAGE EXCLUDES HALLWAY & CLOSETS
68 HSF ENTRY
387 HSF
158 HSF
240 HSF
110 HSF
42 HSF
24 HSF
52 HSF
LIVING
DINING
KITCHEN
OFFICE
MUDROOM
1/2 BATH
STAIR
1,035 SF TOTAL UNCONDITIONED SQUARE FOOTAGE
335 SF GARAGE
388 SF FRONT PORCH W/ BALCONY
270 SF SCREEN PORCH
42 SF EXTERIOR STAIR
FLOOR PLAN NOTES
1 ALL DIMENSIONS SHOWN ARE TO FACE OF STUD UNLESS
OTHERWISE NOTED.
2. WHERE PARTITIONS ARE SHOWN TO ALIGN OR WHERE
PARTITIONS OF DIFFERENT THICKNESS OR FINISHES APPEAR IN
THE SAME PLANE, THE OUTSIDE FACE OF FINISH MATERIALS
SHALL ALIGN
3. REFER TO ELECTRICAL SHEETS FOR POWER, CIRCUITING, &
ASSOCIATED ITEMS
4. SOUND BATT INSULATION W/IN ALL INTERIOR BATH WALLS
5. ALL BATH & POCKET DOOR WALLS TO BE 2X6
FLOOR PLAN KEY NOTES
WHITE OAK WRAPPED STAIR TREAD
FIRE STOVE INSERT ALLOWANCE $1,000 W/ TILE FIREPLACE
SURROUND
TONUGE & GROOVE CEILING
FLOOR PLAN LEGEND
7777 8" CMU WALL
EXTERIOR 2X6 WALL
INTERIOR 2X4 WALL
OVERHEAD
WALL TYPES
W.
e::::::•;5554; "Ill
i wia
.s
0 Nigel
W..I
PAINTED HORIZONTAL FIBER
CEMENT PANEL ON VERTICAL
FURRING STRIPS
1/2" GYPSUM WALLBOARD
NEW 2X6 STUD WALL
8"X4"Xl 6" CMU BLOCK
NEW INSULATION
EXTERIOR WALL - RETAINING WALL
SEE EXTERIOR ELEVATIONS
HORIZONTAL WOOD SIDING ON
VERTICAL FURRING STRIPS
NEW 2X6 STUD WALL
TAPED ZIP SHEATHING
DEPTH TO MATCH EXISTING
NEW INSULATION
NEW GYPSUM WALL BOARD
DEPTH TO MATCH EXISTING
Exterior Wall
PAINTED HORIZONTAL FIBER
CEMENT PANEL ON VERTICAL
FURRING STRIPS
1/2" GYPSUM WALLBOARD
NEW 2X6 STUD WALL
NEW INSULATION
Exterior Wall
VERTICAL WOOD SIDING W/
WOOD BATTEN SEAM TO
MATCH EXISTING
NEW 2X6 STUD WALL
TAPED ZIP SHEATHING
DEPTH TO MATCH EXISTING
NEW INSULATION
NEW GYPSUM WALL BOARD
DEPTH TO MATCH EXISTING
Exterior Wall - ALTERNATE
2X4 STUD WALL OR EXISTING
FRAMED WALL
1/2" FINISHED DRYWALL
1/2" FINISHED DRYWALL
Interior Stud Wall
2X6 STUD WALL OR EXISTING
FRAMED WALL
1/2" FINISHED DRYWALL
1/2" FINISHED DRYWALL
INTERIOR STUD WALL
BATHROOM & POCKET DOOR
1
1 1 '-9
3/4"
58'-0"
34'-9 3/4"
10'-C
4'-0"
SCRE
PORC
EN
s
0
L
DINING ROOM
KITCHEN
LIVING ZI OOM
PANTRY
L
TALL STORAGE
1 /2 BATH
TALL STORAGE
0
CLOSET
OFFICE
ENTRY
CLOSET
BUILT-IN BOOKCAS
GARAGE
MUDROOM
0
26'-0"
M HDN39 NI-
0
N
SECOND FLOOR PLAN
1
SCALE 1 /4"=1'
SCHEMATIC
DESIGN
NOT FOR
CONSTRUCTION
Revisions
Date/Content:
600 FOSTER STREET
7DURHAM NORTH CAROLINA 27701
919.530.1 149
SSILLY
U=
wU
w
Q
DRAWN MCP
2104
06.24.21
AS MARKED
JOB No
DATE
w
J
Q
uJ
J
U
V)
COBBAERT CARR RESIDENCE
1707 SHAWNEE ST
DURHAM, NC 27701
SECOND FLOOR
PLAN
A1.2

ROOF PLAN NOTES
1. ALTERNATE #1 - MEMBRANE ROOF
2. DRAINAGE BASIN W/ ATRIUM GRATE IN BLACK @ ALL
DOWNSPOUTS
3. TONGUE & GROOVE SOFFIT
ROOF PLAN KEY NOTES
4
CHIMNEY DETAILS & FLASHING TO BE INSTALLED PER
MANUFACTURER
6" GUTTER
MEMBRANE ROOF UNDER PORCH FLOOR, BEYOND
FRENCH DRAIN @ GRADE
ROOF PLAN LEGEND
STANDING SEAM METAL ROOF
MEMBRANE ROOF
BUILDING FOOTPRINT
O DS DOWNSPOUT
#:12 SLOPE DOWN
3
-a
0
4
1'-6"
O
N
U
L
1 '-6'
0 DS
0 DS
ROOF PLAN
1 . 1 /4"=1'-0"
r
SCHEMATIC
DESIGN
NOT FOR
CONSTRUCTION
Revisions
Date/Content:
600 FOSTER STREET
7 DURHAM NORTH CAROLINA 27701
919.530.1 149
SSILLY
U=
wU
J C/
W
Q
DRAWN MCP
2104
06.24.21
AS MARKED
JOB No
DATE
w
J
Q
U
V)
uJ
J
ii
COBBAERT CARR RESIDENCE
1707 SHAWNEE ST
DURHAM, NC 27701
ROOF PLAN
A1.3

STANDING SEAM METAL ROOF
PAINTED 2' WIDE FIBER CEMENT
BOARD
8' WIDE BY 9' TALL GARAGE DOOR
UCAP4878
UCA3628
i
2i
U
CA247
2
UCA3692
-41
UCA36727
.11
A3672
UCA367
7CA3672
u
ADD ALTERNATE
2X2 CYPRESS BATTENS SPACED 6"
APART OVER CYPRESS VERTICAL
BOARDS
0EXTERIOR ELEVATION - EAST
2.1 1/4" = 1'-0''
PAINTED FASCIA BOARD
CYPRESS TONGUE & GROOVE
SOFFIT
HORIZONTAL CYPRESS 1X6
SHIPLAP SIDING
EXPOSED WOOD WRAPPED IN
CYPRESS
CABLE RAIL
CYPRESS
4X8X16 CONCRETE BLOCK
UCA3628
ADD ALTERNATE
2X2 CYPRESS BATTENS SPACED 6"
APART OVER CYPRESS VERTICAL
BOARDS
CA247
UCA3636
UCA3692
UCA367
2\)JCA3672
UCAP7236
UWSPD
6
080 OX
UCAP9636
UCA3692
UCAP6092
UCAP7236
UWSPD
6
380 OX
UCA367
A3672
UCA367
A3672
UCA367
U CAP 6072
UCA367
CA3672
UCA36 2
UCAP6072
LOW BEARING HEIGHT 18'-0"rik
TOP OF 2ND FLOOR 1 1'- "�
TOP OF GARAGE CONCRETE SLAB 6'-1 3/8",`
TOP OF SUBFLOOR 0'-0",
LOW BEARING HEIGHT 18'-0"�
TOP OF 2ND FLOOR 1 1'-0„�
TOP OF GARAGE CONCRETE SLAB 6'-1 3/8"
2 EXTERIOR ELEVATION - NORTH
2.1 1 /4" = 1'-0'
TOP OF SUBFLOOR 0'-0„�
SCHEMATIC
DESIGN
NOT FOR
CONSTRUCTION
Revisions
Date/Content:
600 FOSTER STREET
7 DURHAM NORTH CAROLINA 27701
919.530.1 149
SSILLY
CeJ
U=
w
W
Q
DRAWN MCP
2104
06.24.21
AS MARKED
JOB No
DATE
w
J
Q
U
V)
uJ
J
ii
COBBAERT CARR RESIDENCE
1707 SHAWNEE ST
DURHAM, NC 27701
EXTERIOR
ELEVATION
A2.1

EXTERIOR ELEVATION - WEST
1 /4" = 1 '-0"
UCA3656
UWSPD8080 OX
UCAP7256
ADD ALTERNATE
2X2 CYPRESS BATTENS SPACED 6"
APART OVER CYPRESS VERTICAL
BOARDS
UCAP6072
UCA3672\
z
UCA3656
UCAP7256
UCA3656
UCAP7232
UCA3628
2 EXTERIOR ELEVATION - SOUTH
2. 1 /4" = 1 '-0"
KITCHEN BEARING HEIGHT 20'-4",
LOW BEARING HEIGHT 18'-0" -
Y
TOP OF 2ND FLOOR 1 11'-0",`
TOP OF GARAGE CONCRETE SLAB 6'-1 3/8"
TOP OF SUBFLOOR 0'-0"0
KITCHEN BEARING HEIGHT 20'-4",
GARAGE BEARING HEIGHT 18'-0" -
TOP OF 2ND FLOOR 1 11'-0",`
TOP OF GARAGE CONCRETE SLAB 6'-1 3/8"
TOP OF SUBFLOOR 0'-0",
SCHEMATIC
DESIGN
NOT FOR
CONSTRUCTION
Revisions
Date/Content:
600 FOSTER STREET
7 DURHAM NORTH CAROLINA 27701
919.530.1 149
SSILLY X
I
'6
U=
wU
J C/
W
Q
DRAWN MCP
2104
06.22.21
AS MARKED
JOB No
DATE
w
J
Q
uJ
J
U
V)
LI
COBBAERT CARR RESIDENCE
1707 SHAWNEE ST
DURHAM, NC 27701
EXTERIOR
ELEVATION
A2.2

SOLARTUBE WITHIN BOOKSHELF TO
LIGHT GUEST BATHROOM
DETAILS TBD
1 BUILDING SECTION
A3.1 1 /4"=1-0"
3�3�1/4„_�_�„
1 /4��=1-0"
21 BUILDING SECTION
3.1 1 /4"=1-0"
r
BUILDING SECTION � BUILDING SECTION
l ' 4' 8'
n I 1
1/4"=1-0"
LOW BEARING HEIGHT 18'-0"rik
41
TOP OF 2ND FLOOR 1 ll'-0",`
TOP OF GARAGE CONCRETE SLAB 6'-1 3/ "�
TOP OF SUBFLOOR 00'-0",`
LOW BEARING HEIGHT 18'-0"rik
Y
TOP OF 2ND FLOOR 1 l'-0"rik
Y
TOP OF GARAGE CONCRETE SLAB 6'-1 3/8",
41
TOP OF SUBFLOOR 0'-0",
Y
SCHEMATIC
DESIGN
NOT FOR
CONSTRUCTION
Revisions
Date/Content:
600 FOSTER STREET
7 DURHAM NORTH CAROLINA 27701
919.530.1 149
SSILLY
U=
wU
J C/
W
Q
DRAWN MCP
2104
06.24.21
AS MARKED
JOB No
DATE
w
J
Q
U
V)
uJ
J
ii
COBBAERT CARR RESIDENCE
1707 SHAWNEE ST
DURHAM, NC 27701
BUILDING
SECTION
A3.1
3.1 3.1

FINISH SCHEDULE
TAG
ITEM
SPECIFICATIONS
ALLOWANCE
(F 1)
WOOD
FLOOR
BRAND:
SIZE: 7" WIDE PLANK
$10 SF
MODEL #: WHITE OAK
FINISH:
(F-2)
TILE FLOOR
SUPPLIER:
SIZE:
$20 SF MATERIAL
MODEL #:
FINISH:
(F_3)
TILE FLOOR
SUPPLIER:
SIZE:
MODEL #:
FINISH:
(F-4)
TILE FLOOR
SUPPLIER:
SIZE:
$8 SF MATERIAL
MODEL #:
FINISH:
(F_5)
TILE FLOOR
SUPPLIER:
SIZE:
MODEL #:
FINISH:
(F 6)
W
WOOD
DECKING
BRAND: THERMORY
SIZE: 5.5 WIDE
MODEL #:
FINISH:
(F-7)
CONCRETE
(W-1)
WALL TILE
SUPPLIER:
SIZE:
$10 SF MATERIAL
MODEL #:
FINISH:
(W-2)
WALL TILE
SUPPLIER:
SIZE:
MODEL #:
FINISH:
(W-3)
WALL TILE
SUPPLIER:
SIZE:
MODEL #:
FINISH:
(W-4)
WALL TILE
SUPPLIER:
SIZE:
MODEL #:
FINISH:
(W-5)
WALL TILE
SUPPLIER:
SIZE:
MODEL #:
FINISH:
(W-6)
WALL TILE
SUPPLIER:
SIZE:
MODEL #:
FINISH:
EC-l)
CUSTOM
PAINTED
CABINETS
INSTALLER: CUSTOM
COLOR:
$350 SF
MODEL #: SLAB
FINISH:
COUNTERTOP
QUARTZ
BRAND:
SIZE:
$90 SF
MODEL #:
FINISH:
HARDWARE
$10 EACH
MODEL #:
FINISH:
EC -
CABINET
PAINTED
INSTALLER: CUSTOM
COLOR:
$350 SF
MODEL #:
FINISH:
HARDWARE
$10 EACH
EC-3�
FLOATING
PAINTED
VANITY
INSTALLER: CUSTOM
FINISH:
$350 SF
MODEL #: SLAB
SIZE: 84"
COUNTERTOP
QUARTZ
BRAND:
SIZE:
$90 SF
MODEL #:
FINISH:
HARDWARE
BRAND:
SIZE:
$10 EACH
MODEL #:
FINISH:
(C-,4)
FLOATING
VANITY
BRAND: OFF THE SHELF
SIZE: 72"
$1,600
MODEL #:
FINISH:
COUNTERTOP
BRAND:
COLOR:
$90 SF
MODEL #:
FINISH:
HARDWARE
$10 EACH
MODEL #:
FINISH:
(C-)
FLOATING
VANITY
BRAND: OFF THE SHELF
SIZE: 36"
$1,000
MODEL #:
FINISH:
COUNTERTOP
BRAND:
COLOR:
$90 SF
MODEL #:
FINISH:
HARDWARE
$10 EACH
MODEL #:
FINISH:
FINISH FLOOR PLAN NOTES
1 ARCHITECT & OWNER TO BE PRESENT FOR TILE LAYOUT MEETING
WITH TILE INSTALLER
2. FINISHES BELOW SUBJECT TO CHANGE CONSULT WITH ARCHITECT &
OWNER PRIOR TO ORDERING
3. WALL TILE TO EXTEND TO CEILING
4. WALL TILE TO END ON INSIDE CORNER
5. WALL HUNG TOILETS HUNG ON BUILT OUT 2X4 42" HIGH TILE WALL
FINISH FLOOR KEY NOTES
1
2
3
4
6
FLOATING COUNTERTOP ABOVE FRONT LOADING W/D
PAINTED 12" DEEP SHELVING
(F-7)
W-1
(F-7)
(F-7)
(F-7)
(F-7)
a
(F-7(
WH
I EP I
mech
I I
(F-7)
(F-7(
F-2,
X
XXXXXXXXXXXXXXXXXXXXXXXXXXX
FIRST FINISH FLOOR PLAN
8.1 1 /4"=1 '-o"
8'
4'
SCHEMATIC
DESIGN
NOT FOR
CONSTRUCTION
Revisions
Date/Content:
600 FOSTER STREET
7 DURHAM NORTH CAROLINA 27701
SSILLY \ 919.530.1149
=
f
Q
wU
W
DRAWN MCP
2104
06.24.21
AS MARKED
JOB No
DATE
w
J
Q
a,
U
IT
COBBAERT CARR RESIDENCE
1707 SHAWNEE ST
DURHAM, NC 27701
FIRST FINISH
FLOOR PLAN
A8.1

FINISH SCHEDULE
TAG
ITEM
SPECIFICATIONS
ALLOWANCE
(F 1(
WOOD
FLOOR
BRAND:
SIZE: 7" WIDE PLANK
$10 SF
MODEL #: WHITE OAK
FINISH:
(F-2(
TILE FLOOR
SUPPLIER:
SIZE:
$20 SF MATERIAL
MODEL #:
FINISH:
EF_3)
TILE FLOOR
SUPPLIER:
SIZE:
MODEL #:
FINISH:
(F-4(
TILE FLOOR
SUPPLIER:
SIZE:
$8 SF MATERIAL
MODEL #:
FINISH:
EF_5)
TILE FLOOR
SUPPLIER:
SIZE:
MODEL #:
FINISH:
(F 6(
W
WOOD
DECKING
BRAND: THERMORY
SIZE: 5.5 WIDE
MODEL #:
FINISH:
EF-7)
CONCRETE
(W-1(
WALL TILE
SUPPLIER:
SIZE:
$10 SF MATERIAL
MODEL #:
FINISH:
(W-2(
WALL TILE
SUPPLIER:
SIZE:
MODEL #:
FINISH:
(W-3(
WALL TILE
SUPPLIER:
SIZE:
MODEL #:
FINISH:
(W-4(
WALL TILE
SUPPLIER:
SIZE:
MODEL #:
FINISH:
(W-5(
WALL TILE
SUPPLIER:
SIZE:
MODEL #:
FINISH:
(W-6(
WALL TILE
SUPPLIER:
SIZE:
MODEL #:
FINISH:
EC-1(
CUSTOM
PAINTED
CABINETS
INSTALLER: CUSTOM
COLOR:
$350 SF
MODEL #: SLAB
FINISH:
COUNTERTOP
QUARTZ
BRAND:
SIZE:
$90 SF
MODEL #:
FINISH:
HARDWARE
$10 EACH
MODEL #:
FINISH:
EC -
CABINET
PAINTED
INSTALLER: CUSTOM
COLOR:
$350 SF
MODEL #:
FINISH:
HARDWARE
$10 EACH
EC-3(
FLOATING
PAINTED
VANITY
INSTALLER: CUSTOM
FINISH:
$350 SF
MODEL #: SLAB
SIZE: 84"
COUNTERTOP
QUARTZ
BRAND:
SIZE:
$90 SF
MODEL #:
FINISH:
HARDWARE
BRAND:
SIZE:
$10 EACH
MODEL #:
FINISH:
(C-4(
FLOATING
VANITY
BRAND: OFF THE SHELF
SIZE: 72"
$1,600
MODEL #:
FINISH:
COUNTERTOP
BRAND:
COLOR:
$90 SF
MODEL #:
FINISH:
HARDWARE
$10 EACH
MODEL #:
FINISH:
(C-(
FLOATING
VANITY
BRAND: OFF THE SHELF
SIZE: 36"
$1,000
MODEL #:
FINISH:
COUNTERTOP
BRAND:
COLOR:
$90 SF
MODEL #:
FINISH:
HARDWARE
$10 EACH
MODEL #:
FINISH:
FINISH FLOOR PLAN NOTES
1 ARCHITECT & OWNER TO BE PRESENT FOR TILE LAYOUT MEETING
WITH TILE INSTALLER
2. FINISHES BELOW SUBJECT TO CHANGE CONSULT WITH ARCHITECT &
OWNER PRIOR TO ORDERING
3. WALL TILE TO EXTEND TO CEILING
4. WALL TILE TO END ON INSIDE CORNER
5. WALL HUNG TOILETS HUNG ON BUILT OUT 2X4 42" HIGH TILE WALL
FINISH FLOOR KEY NOTES
0
•
4
6
TONGUE & GROOVE WOOD CEILING
WOOD PANELING W/ MAGNETIC HIDDEN CLOSET DOOR
SECOND FINISH FLOOR PLAN
8. 1 /4,=1 -0"
8'
4'
SCHEMATIC
DESIGN
NOT FOR
CONSTRUCTION
Revisions
Date/Content:
600 FOSTER STREET
7 DURHAM NORTH CAROLINA 27701
SSILLY \ 919.530.1149
=
f
Q
wU
W
DRAWN MCP
2104
06.24.21
AS MARKED
JOB No
DATE
w
J
Q
a,
U
IT
COBBAERT CARR RESIDENCE
1707 SHAWNEE ST
DURHAM, NC 27701
SECOND FINISH
FLOOR PLAN
A8.2

FOUNDATION PLAN NOTES
1. GC TO CONFIRM FOUNDATION WALL HEIGHT W/ GRADE
2. SEE STRUCTURAL DWGS FOR MORE INFORMATION
3.
4.
FOUNDATION PLAN KEY NOTES
El
u
CONCRETE TURN DOWN SLAB, SEE STRUCTURAL DWGS
CLOSED CRAWL SPACE
30" WIDE CRAWL SPACE ACCESS DOOR
FOUNDATION PLAN LEGEND
■
XX
PIER, SEE STRUCTURAL DWGS
CMU RETAINING WALL, SEE STRUCTURAL DWGS
CONCRETE SLAB, SEE STRUCTURAL DWGS
N _
0
N
N
N
0
59'-2"
/
8"
57'-10"
8"
I
1
I
1
1
I
1
I
I I
X
X
X
X
8" 1 1 '-9 1 /2" 8" 33'-1 1 "
/ / / ,
47-0 1 /2"
I
I
I
I
I
I
I
I
I
I
'
I
'
'
'
'
'
'
1
I
I
1
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I
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1
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1
I
1
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1
I
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1
I
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X
X
/
X
X
X
/
X
I
X
'
. ,
/
TURNDOWN SLAB EDGE,
TYP (1'-6" x 2'-0")
22'-0 1 /';
'
I
/
I
4" SLAB ON GRADE
OVER 10 MIL
POLYETHYLENE SHEETING
AND 4" OF #57 STONE
W/#3@ 18" OC
I
X
X
X
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X
X
X
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SOLID REINFORCED
y
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►'
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X
W/ #4@24"OC ON
I
30"x12" CONC
FOOTING W/ (3)#4
CONT & #4@ 16"OC
►'
1
X
X
,
4" SLAB ON GRADE AND
4" OF #57 STONE
W/#3@ 18" OC
X
X1
'
, I
,
X
X
8"
30'-5" :
8"
26'-9"
8"
/ 1
_ _ J
1 1
31'-1"
/
28'-1"
FOUNDATION PLAN n
1 /4"=1 '-0"
FOUNDATION PLAN
NOT FOR CONSTRUCTION
06-9-2021
SCALENE DESIGN
FUNCTION + STRUCTURE + FORM
434 FAYETTEVILLE STREET
SUITE 2110
RALEIGH NC 27601
l'
8'
4'
1
SCHEMATIC
DESIGN
NOT FOR
CONSTRUCTION
Revisions
Date/Content:
7 600 FOSTER STREET
DURHAM NORTH CAROLINA 27701
919.530.1 149
SSILLY
U=
wU
wQ
DRAWN MCP
2104
05.28.21
AS MARKED
JOB No
DATE
W
J
Q
u J
J
U
V)
COBBAERT/CARR RESIDENCE
1707 SHAWNEE ST
DURHAM, NC 27701
FOUNDATION
PLAN
A1.0

FIRST FLOOR SQUARE FOOTAGE
1,146 HSF 1ST FLOOR TOTAL HEATED SQUARE FOOTAGE
INTERIOR ROOM SQUARE FOOTAGE EXCLUDES HALLWAY & CLOSETS
68 HSF ENTRY
387 HSF LIVING
158 HSF DINING
240 HSF KITCHEN
110 HSF OFFICE
42 HSF MUDROOM
24 HSF 1 /2 BATH
52 HSF STAIR
1,035 SF TOTAL UNCONDITIONED SQUARE FOOTAGE
335 SF GARAGE
388 SF FRONT PORCH W/ BALCONY
270 SF SCREEN PORCH
42 SF EXTERIOR STAIR
FLOOR PLAN NOTES
1 ALL DIMENSIONS SHOWN ARE TO FACE OF STUD UNLESS
OTHERWISE NOTED.
2. WHERE PARTITIONS ARE SHOWN TO ALIGN OR WHERE
PARTITIONS OF DIFFERENT THICKNESS OR FINISHES APPEAR IN
THE SAME PLANE, THE OUTSIDE FACE OF FINISH MATERIALS
SHALL ALIGN
3. REFER TO ELECTRICAL SHEETS FOR POWER, CIRCUITING, &
ASSOCIATED ITEMS
4. SOUND BATT INSULATION W/IN ALL INTERIOR BATH WALLS
5. ALL BATH & POCKET DOOR WALLS TO BE 2X6
FLOOR PLAN KEY NOTES
3" WOOD THICK STAIR TREAD W/ CLOSED RISE
FIRE STOVE INSERT ALLOWANCE $1,000 W/ TILE FIREPLACE
SURROUND
TONUGE & GROOVE CEILING
FLOOR PLAN LEGEND
7777 8" CMU WALL
EXTERIOR 2X6 WALL
INTERIOR 2X4 WALL
OVERHEAD
6x6 PT POST OR
(4)2x6 PT STUDS
1 1'-9 3/4"
58'-0"
34'-9 3/4"
10'-0"
4'-0"
CONT (2)2x10
N Z
0
0
X
CV
CV
(2)2x10
7/16" PLYWOOD SHEARWALL
1.75X 1 1.25 CANT LVL @ 16"OC
12' FLOOR
TRUSS @12"OC
CONT (2)2x10
w
V)
0
0
0
>-
0_
NO
(2)2x10
I I
(2)2x10
DINING FOO
i
(2 2x10
14" FLOOR TRUSS @16"OC
KITCH
EN
(2)2x10
IVIN
O M
(2 2x10
OF
ICE
PANTRY
■
7/16" PLYWOOD SHEARWALL
■
L
TAL_ STORAGE
1
/2 BATH
TAL_ STORAGE
(2)2x10
CLCSET
BU
ENTRY
LT -IN BOOKCASE
CLOSET
M
GARAGE
DROO A
4" SLAB ON GRADE
SEE FOUNDATION
7/16" PLYWOOD SHEARWALL
26'-0"
D
M HDN39 NI-
0
2
v)
0
N
SECOND FLOOR PLAN
1
SCALE 1 /4"=1'
23/32" T&G
PLYWOOD
2x6 STUDS@16"OC
AT EXTERIOR
WALLS
2nd FLOOR FRAMING PLAN
NOT FOR CONSTRUCTION
06-09-2021
SCALENE DESIGN
FUNCTION + STRUCTURE + FORM
434 FAYETTEVILLE STREET
SUITE 2110
RALEIGH NC 27601
SCHEMATIC
DESIGN
NOT FOR
CONSTRUCTION
Revisions
Date/Content:
600 FOSTER STREET
7DURHAM NORTH CAROLINA 27701
919.530.1 149
SSILLY
U=
wU
J
w
Ce
Q
DRAWN MCP
2104
05.28.21
AS MARKED
JOB No
DATE
w
J
Q
L1.J
J
U
V)
COBBAERT/CARR RESIDENCE
1707 SHAWNEE ST
DURHAM, NC 27701
SECOND FLOOR
PLAN
A1.2

ROOF PLAN NOTES
1 DRAINAGE BASIN W/ ATRIUM GRATE IN BLACK @ ALL
DOWNSPOUTS
2x12 OUTLOOKERS
@16"OC
ROOF PLAN KEY NOTES
CHIMNEY DETAILS & FLASHING TO BE INSTALLED PER
MANUFACTURER
ROOF PLAN LEGEND
STANDING SEAM METAL ROOF
MEMBRANE ROOF
BUILDING FOOTPRINT
0 DS DOWNSPOUT
#:12 SLOPE DOWN
CONT 2)2x10
1.75x1 1.25" LVL@ 16" OC
W/ 19/32" PLYWOOD
SHEATHING
7/16" PLYWOOD SHEARWALL
■
Z —
O
U
CONT (2)2x10
IN 1■
PLYWOOD SHEARWALL
■
I
(2)2x10
X
CV
CV
(2
■
)2x1
■
(2)2x10
(2)2x10
7/16" PLYWOOD SHEARWALL
2x12@ 24" OC W/ 19/32"
PLYWOOD SHEATHING
X
1'-6"
(2)2x10
X
CV
2)2x10
(2)2x10
(2)2x10
7/16" PLYWOOD SHEARWALL
4 ►
1 ROOF PLAN
1 . 1 /4"=1'-0"
■
CV
(2)2x10
7/16" PLYWOOD SHEA
2x12 OUTLOOKERS
@16"OC
2x12 OUTLOOKERS
@16"OC
ROOF FRAMING PLAN
NOT FOR CONSTRUCTION
06-09-2021
SCALENE DESIGN
FUNCTION + STRUCTURE + FORM
434 FAYETTEVILLE STREET
SUITE 2110
RALEIGH NC 27601
SCHEMATIC
DESIGN
NOT FOR
CONSTRUCTION
Revisions
Date/Content:
7 600 FOSTER STREET
DURHAM NORTH CAROLINA 27701
919.530.1 149
SSILLY
U=
wU
J c/
W
Q
DRAWN MCP
2104
05.28.21
AS MARKED
JOB No
DATE
w
J
Q
uJ
J
U
V)
COBBAERT/CARR RESIDENCE
1707 SHAWNEE ST
DURHAM, NC 27701
ROOF PLAN
A1.3

ELECTRICAL SCHEDULE
TAG
ITEM
SPECIFICATIONS
ALLOWANCE
SCONCE
BRAND:
COLOR:
MODEL #:
FINISH:
EXTERIOR
SCONCE
BRAND:
COLOR:
MODEL #:
FINISH:
•
PENDANT
BRAND:
COLOR:
MODEL #:
FINISH:
©SURFACE
MOUNT
BRAND:
COLOR:
MODEL #:
FINISH:
TRACK
LIGHTING
BRAND:
COLOR:
MODEL #:
FINISH:
RECESSED
CAN
BRAND:
COLOR:
MODEL #:
FINISH:
EXTERIOR
RECESSED
CAN
BRAND:
COLOR:
MODEL #:
FINISH:
CEILING
FAN
BRAND:
COLOR:
MODEL #:
FINISH:
X
CEILING FAN
EXTERIOR
BRAND:
COLOR:
MODEL #:
FINISH:
_
— =
UNDER
COUNTER
BRAND:
COLOR:
MODEL #:
FINISH:
PLUMBING SCHEDULE
TAG
ITEM
SPECIFICATIONS
ALLOWANCE
A
FAUCET
WALL MOUNT
BRAND:
COLOR:
$500
MODEL #:
FINISH:
SINK
UNDERMOUNT
BRAND:
COLOR:
$100
MODEL #:
FINISH:
AVOLUME
SHOWERHEAD
BRAND:
COLOR:
$100
MODEL #:
FINISH:
HAND -SHOWER
BRAND:
COLOR:
$300
MODEL #:
FINISH:
CONTROL
BRAND:
COLOR:
$350
MODEL #:
FINISH:
THERM
VALVE
BRAND:
COLOR:
$350
MODEL #:
FINISH:
DRAIN
BRAND:
COLOR:
$100
MODEL #:
FINISH:
\
WALL HUNG
TOILET
BRAND: TOTO
COLOR:
$500
MODEL #:
FINISH:
A
FREESTANDING
TUB
BRAND:
COLOR:
$1,200
MODEL #:
FINISH:
TUB FILLER
BRAND:
COLOR:
$700
MODEL #:
FINISH:
A
FAUCET
DECK MOUNT
BRAND:
COLOR:
$300
MODEL #:
FINISH:
SINK
UNDERMOUNT
BRAND:
COLOR:
$100
MODEL #:
FINISH:
/�
/ \
HANDSHOWER
BRAND:
COLOR:
$200
MODEL #:
FINISH:
TUB/SHOWER
CONTROL
THERM VALVE
BRAND:
COLOR:
MODEL #:
FINISH:
TUB SPOUT
MODEL #:
FINISH:
TUB
$600
MODEL #:
FINISH:
g
FAUCET
DECK MOUNT
MODEL #:
FINISH:
$300
SINK
UNDERMOUNT
BRAND:
COLOR:
$100
MODEL #:
FINISH:
AVOLUME
HANDSHOWER
BRAND:
COLOR:
$100
MODEL #:
FINISH:
&
TEMP
CONTROL
BRAND:
COLOR:
$300
MODEL #:
FINISH:
DRAIN
BRAND:
COLOR:
$100
MODEL #:
FINISH:
PME FLOOR PLAN LEGEND
PME FLOOR PLAN NOTES
m
IT
m
I I
a
a
WH
I EP
mech
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXX
PME FIRST FLOOR PLAN
J
PME1
1 /4"=1 '-0"
PME FLOOR KEY NOTES
8'
4
OGFI
`I I
$D
$ DIM 3
HB
DUPLES RECEPTACLE 110 V
SWITCHED RECEPTACLE 110 V
GFCI DUPLEX OUTLET 110 V
FLOOR DUPLEX RECEPTACLE
SINGLE POLE SWITCH
THREE WAY SWITCH
DIMMER SWITCH
THREE WAY DIMMER SWITCH
HOSE BIB
rI3 HOSE BIB
1. FIRST FLOOR DUCTWORK FEED THROUGH FLOOR CAVITY
2. TO BE PLANNED: OUTDOOR FLOOD LIGHTS, CAMERAS
3. TANK WATER HEATER
4. LUTRON DIMMERS THROUGH OUT
5. OUTLETS PER CODE, LOCATION FIELD VERIFIED W/ OWNER DURING ROUGH IN
6. ELECTRICAL FIXTURE PLACEMENT FIELD VERIFIED W/ OWNER DURING ROUGH IN. GC
RESPONSIBLE FOR DOUBLE CHECKING SITE CONDITIONS IN RELATIONSHIP TO FIXTURE
PLACEMENT
7. ALL CLOSET LIGHTS TO BE MOTION SENSOR
8. HVAC SUPPLY ROUTED THROUGH FLOOR TRUSSES
4
CONFIRM FLOOR OUTLET LOCATION W/ CLIENT
DURING CONSTRUCTION
LOW STEP LIGHTS
SWITCHED OUTLET
POTENTIAL LOCATION FOR FUTURE GENERATOR?
4'
SCHEMATIC
DESIGN
NOT FOR
CONSTRUCTION
Revisions
Date/Content:
600 FOSTER STREET
7 DURHAM NORTH CAROLINA 27701
SSILLY \ 919.530.1149
=
wU
W
f
Q
DRAWN MCP
2104
06.24.21
AS MARKED
JOB No
DATE
w
J
Q
a,
U
IT
COBBAERT CARR RESIDENCE
1707 SHAWNEE ST
DURHAM, NC 27701
FIRST FLOOR
PME PLAN
PME1

ELECTRICAL SCHEDULE
TAG
ITEM
SPECIFICATIONS
ALLOWANCE
SCONCE
BRAND:
COLOR:
MODEL #:
FINISH:
EXTERIOR
SCONCE
BRAND:
COLOR:
MODEL #:
FINISH:
•
PENDANT
BRAND:
COLOR:
MODEL #:
FINISH:
©SURFACE
MOUNT
BRAND:
COLOR:
MODEL #:
FINISH:
O
DIRECTIONAL
SURFACE
MOUNT
BRAND:
COLOR:
MODEL #:
FINISH:
RECESSED
CAN
BRAND:
COLOR:
MODEL #:
FINISH:
EXTERIOR
RECESSED
CAN
BRAND:
COLOR:
MODEL #:
FINISH:
CEILING
FAN
BRAND:
COLOR:
MODEL #:
FINISH:
X
CEILING FAN
EXTERIOR
BRAND:
COLOR:
MODEL #:
FINISH:
LED
STRIP LIGHT
BRAND:
COLOR:
MODEL #:
FINISH:
PLUMBING SCHEDULE
TAG
ITEM
SPECIFICATIONS
ALLOWANCE
I
FAUCET
BRAND:
COLOR:
$500
MODEL #:
FINISH:
UNDERMOUNT
SINK
BRAND:
COLOR:
$100
MODEL #:
FINISH:
FAUCET
BRAND:
MODEL: SENSATE
$500
MODEL #:
FINISH: CHROME
SOAP
DISPENSER
BRAND:
MODEL:
$100
MODEL #:
FINISH:
SINK
BRAND:
COLOR:
$500
MODEL #:
FINISH:
APPLIANCE SCHEDULE
EQUIPMENT
ITEM
SPECIFICATIONS
ALLOWANCE
REFRIGERATOR
CABINET DEPTH
BRAND:
SIZE: 30" W
MODEL #:
FINISH:
DISHWASHER
-
BRAND:
SIZE: 24" W
MODEL #:
FINISH:
STOVE
30"INDUCTION
COOKTOP
BRAND:
SIZE: 30" W
MODEL #:
FINISH:
OVEN
30" ELECTRIC
WALL OVEN
BRAND:
SIZE: 30" W
MODEL #:
FINISH:
ISLAND VENT
HOOD
-
BRAND:
SIZE: 30" W
MODEL #:
FINISH:
BUILT-IN
MICROWAVE
DRAWER UNIT
BRAND: SHARP
SIZE: 24" W
MODEL #: SMD2470ASY
FINISH: STAINLESS STEEL
WOOD BURNING
FIREPLACE
BRAND:
MODEL #:
FINISH:
WASHER
-
MODEL #:
FINISH:
DRYER
-
MODEL #:
FINISH:
PME FLOOR PLAN LEGEND
PME FLOOR PLAN NOTES
3
0
PME FLOOR KEY NOTES
7
L-
L
DUPLES RECEPTACLE 110 V
0 SWITCHED RECEPTACLE 110 V
OGFI GFCI DUPLEX OUTLET 110 V
►A FLOOR DUPLEX RECEPTACLE
$ SINGLE POLE SWITCH
$3 THREE WAY SWITCH
SD DIMMER SWITCH
$DIM3 THREE WAY DIMMER SWITCH
r6 HOSE BIB
rB HOSE BIB
1. ALL EXTERIOR GFCI TO HAVE FLUSH COVER P&S 4512: COVER ALUM WPF OR SIMILAR
2.
3.
4.
5.
6.
1
2
3
4
5
6
PME SECOND FLOOR PLAN
1 /4"=1 '-0"
n
J
8'
4'
SCHEMATIC
DESIGN
NOT FOR
CONSTRUCTION
Revisions
Date/Content:
600 FOSTER STREET
7 DURHAM NORTH CAROLINA 27701
SSILLY \ 919.530.1149
=
wU
W
Q
DRAWN MCP
2104
06.24.21
AS MARKED
JOB No
DATE
w
J
Q
a,
U
IT
COBBAERT CARR RESIDENCE
1707 SHAWNEE ST
DURHAM, NC 27701
SECOND FLOOR
PME PLAN
PME2

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION: Plat 6BB/
LOT NO. 18 & 19 PLAN NO. Pg 8 PARCEL ID: 109421
STREET ADDRESS: 1707 Shawnee St, Durham NC 27701
Please print:
Property Owner: Carr Allan C
Property Owner: Cobbaert Marjan A
The undersigned, registered property owners of the above noted property, do hereby authorize
Grayson Baur , of Catalpa Land Design
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
2209 Tampa Avenue, Durham, NC 27705
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature
Date: 09/20/21
Authorized Signature
Date: 09/20/21