20200760 Ver 1_Riparian Buffer Authorization Request_20200609

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
Original Submittal 6/9/2020
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:
1c. Mailing Address:*
1d. Telephone:* 919-793-8269
3. Agent Information:
3a. Name:
3b. Company Affiliation:
3c. Mailing Address:
[e-mail]
Rease list the contact person's en -ail for questions or payrrent on this project if needed.
r- Owner
r- Applicant other than Owner
W Agent
John R. Therien; Heather Therien
(for Corporations)
Street Address
3908 Laurel Manor Court
Address Line 2
aty State / Province / Region
Raleigh NC
Rzstal / Zip Code Country
27612-4280 USA
le. Email Address:* [e-mail]
Street Address
Address Line 2
aty State / Province / Region
Postal / Zip Code Country
3d. Telephone: 3e. Email Address:
3f. Attach a signed and dated copy of the agent Click the upload button or drag and drop files hereto attach docurrent
authorization form. R7FOnly
B. Project Information and Prior Project History
.... ...... ..... ...... ...... ...... ............
1. Project Information
..................................................................................................................................................................................................................................................................................................................................

1a. Name of Project:* Therien Residence
(Subdivision, facility, or establishrrent nacre)
1b. Is this a publicly -funded transportation project?*
r Yes
F No
1d. Subdivision Name: Chestnut Hills
le. Nearest City of Raleigh
Municipality:
1f. Property Size: 0.80
acres
1g. County (or Counties) where the project is located:*
Wake
1h. Property ID# Date of Purchase
1706255935 1/10/2020
Tax RN or Parcel id
1 i. Deed Information
Deed 017712 11 01180
Map Flo
1j. Attach a copy of the recorded map that indicates when the lot was last platted.
aick the upload button or drag and drop files here to attach docurrent
01-08-
200.25KB
20_1112Wimbleton_PlotPlan_ExistingCond itions. pdf
FDF only
1k. How would you like to provide the Latitude and Longitude information?*
f Address Lookup
r Manually
Latitude * 35° 51' 15" N Longitude * 78° 39' 15" W
11. Is the project located in any of North Carolina's twenty coastal counties?
r Yes
r No
2. Surface Waters �^
....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
2a. Name of the nearest body of water to proposed project:*
Unnamed tributary to Mine Creek
2b. Water Quality Classification of nearest receiving water:*
C;NSW
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:*
226
(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:
Previous single family residence on site was recently demolished. Some existing
hardwood and pine trees along the side and rear property boundaries. Surrounding
area is primarily residential with small pockets of natural forested areas.
3b. Attach an 8 % x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
Click the upload button or drag and drop files here to attach docurrent
06-09-20_Therien_USGS-TopoMap.pdf 12.15MB
FDF only
3c. Attach an 81/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the
project site.
Click the upload button or drag and drop files here to attach docurrent
06-09-20_Therien_CustomSoiIResourceReport. pdf 636.5KB
FDF only
4. Proposed Activity
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:
Build new bedroom, 2 1/2 bathroom single family residence with a walk -out
basement level that includes a two car garage.
Attach a site plan as applicable to the project:
Click the upload button or drag and drop files here to attach docurrent
06-09-20_Therien_Arch Drawings_A-
2.53M6
100_Site Pla n+Su rvey. pdf
FDF 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?*
r Yes
r No
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?*
r Yes
r No
7. Future Project Plans
7a. Is this project a phased project?* r Yes
r No
C. Proposed Impacts Inventory
Buffer Impacts
Project is in which protected Basin?*
r Neuse River Basin (15A NCAC 02B.0233)
r Catawba River Basin (15A NCAC 02B.0243)
r Randleman Lake Watershed (15A NCAC 02B.0250)
r Tar -Pamlico River Basin (15A NCAC 026.0259)
r Jordan Lake Watershed (15A NCAC 02B.0267)
r 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 I Stream Name Buffer Impact* Impact Type * Zone 1 Zone 2
Deck
Mine Creek
Permanent
Allowable
0.00
257.00
Nt3p label (e.g. Fad
tributary
(P)
Square
Square
Crossing 1)
Perm orTerrp
Feet
Feet
Building
Mine Creek
Permanent
Allowable
0.00
21.00
Nt3p label (e.g. Fbad
tributary
(P)
Square
Square
Grossing 1)
FermorTerrp
Feet
Feet
Total Zone 1 Impacts: 0.00
Total Zone 2 Impacts: 278.00
Total Buffer Impacts: 278.00
Comments:
Project property complies with all requirements set forth by Session Law 2012-200
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.*
Building is built to the limit of side setbacks (per City of Raleigh residential infill side
wall height increase requirements) and uses the minimum front setback to be as far
away from the intermittent stream as possible. The garage and driveway were
placed on the walk -out basement level to minimize excavation and general
disruption of the site. The back third of the house (closest to the stream) is
constructed on steel columns with concrete footings to minimize impact of concrete
foundation walls and allowfor re-establishment of vegetation around those piers.
The building floor plan was designed to minimize the overall building footprint as
much as possible.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. *
Site fences, tree protection barriers, and erosion control measures will be used by
the general contractor where necessary. All disturbed areas in Zone 2 will be re -
stabilized.
E. Diffuse Flow Plan
1a. What type of SCM are you providing?*
r Level Spreader
r Vegetated Conveyance (lower SMIVT)
r Wetland Swale (higher SHWT)
17 Proposed project will not create concentrated stormwater flow through the
buffer
r Other SCM that removed minimum of 30%nitrogen
1 C. Diffuse Flow Documentation * click the upload button or drag and drop files here to attach docurrent
06-09-20_Th erien_Arch Drawi ngs_A-
708.23K6
102_Grading+FoundationPlan.pdf
FDF only
F. Supplementary Information �
Environmental Documentation

1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
C 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)?
r Yes
r No
2b. Is this an after -the -fact buffer authorization application?
r Yes
r No
G. Additional Information .........................................................................................................................................^.
u
.................................................................................................................................................................................................................................................................................................................................................................
Please upload any additional information you would like the Division to consider during application review.
Additional Attachments: dick the upload button or drag and drop files here to attach docurrent
06-09-20_Therien_ArchDrawingSet.pdf 14.94MB
Therien_1112Wimbleton_HistoricDeed.pdf 2.59MB
FDF only
Additional Comments:
I've attached a more complete architectural drawing set including all floor plans,
building sections, and building elevations.
I've also included the historic deed book pages indicating the site was originally
platted prior to 1953 and therefore meets all requirements of Session Law 2012-
200.
H. Sign and Submit
By digitally signing below, I certifythat:
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:* Louis Cherry
Signature
LOtf15 GF{O�Y
Submission Date: (Auto populated field)

Initial Review
Is this accepted into the review process?*
Is this project a public transportation
project?*
ID#*
Version:*
Select Reviewer:
Select Reviewing Office*
Has payment been received?*
r Yes r No
f Yes
r No
20200760
1
Stephanie Goss:eads\szgoss
Raleigh Regional Office - [phone]
r No Payment Needed
f Fee Received
r Need Fee - send electronic notification

United States
Department of
Agriculture
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Wake County,
North Carolina
1112 Wimbleton Dr.
Natural
Resources
Conservation
Service
June 8, 2020
Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/
portal/nrcs/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil
Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/?
cid=nrcs142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require
2
alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at [phone] (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call [phone] (voice) or [phone] (TDD). USDA is an equal opportunity
provider and employer.
3
Contents
Preface....................................................................................................................2
How Soil Surveys Are Made..................................................................................5
Soil Map..................................................................................................................8
Soil Map................................................................................................................9
Legend................................................................................................................10
Map Unit Legend................................................................................................11
Map Unit Descriptions.........................................................................................11
Wake County, North Carolina..........................................................................13
CfC—Cecil-Urban land complex, 2 to 10 percent slopes............................13
PaE—Pacolet sandy loam, 15 to 25 percent slopes...................................14
PbD—Pacolet-Urban land complex, 10 to 15 percent slopes.....................15
References............................................................................................................18
4
How Soil Surveys Are Made
Soil surveys are made to provide information about the soils and miscellaneous
areas in a specific area. They include a description of the soils and miscellaneous
areas and their location on the landscape and tables that show soil properties and
limitations affecting various uses. Soil scientists observed the steepness, length,
and shape of the slopes; the general pattern of drainage; the kinds of crops and
native plants; and the kinds of bedrock. They observed and described many soil
profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The
profile extends from the surface down into the unconsolidated material in which the
soil formed or from the surface down to bedrock. The unconsolidated material is
devoid of roots and other living organisms and has not been changed by other
biological activity.
Currently, soils are mapped according to the boundaries of major land resource
areas (MLRAs). MLRAs are geographically associated land resource units that
share common characteristics related to physiography, geology, climate, water
resources, soils, biological resources, and land uses (USDA, 2006). Soil survey
areas typically consist of parts of one or more MLRA.
The soils and miscellaneous areas in a survey area occur in an orderly pattern that
is related to the geology, landforms, relief, climate, and natural vegetation of the
area. Each kind of soil and miscellaneous area is associated with a particular kind
of landform or with a segment of the landform. By observing the soils and
miscellaneous areas in the survey area and relating their position to specific
segments of the landform, a soil scientist develops a concept, or model, of how they
were formed. Thus, during mapping, this model enables the soil scientist to predict
with a considerable degree of accuracy the kind of soil or miscellaneous area at a
specific location on the landscape.
Commonly, individual soils on the landscape merge into one another as their
characteristics gradually change. To construct an accurate soil map, however, soil
scientists must determine the boundaries between the soils. They can observe only
a limited number of soil profiles. Nevertheless, these observations, supplemented
by an understanding of the soil-vegetation-landscape relationship, are sufficient to
verify predictions of the kinds of soil in an area and to determine the boundaries.
Soil scientists recorded the characteristics of the soil profiles that they studied. They
noted soil color, texture, size and shape of soil aggregates, kind and amount of rock
fragments, distribution of plant roots, reaction, and other features that enable them
to identify soils. After describing the soils in the survey area and determining their
properties, the soil scientists assigned the soils to taxonomic classes (units).
Taxonomic classes are concepts. Each taxonomic class has a set of soil
characteristics with precisely defined limits. The classes are used as a basis for
comparison to classify soils systematically. Soil taxonomy, the system of taxonomic
classification used in the United States, is based mainly on the kind and character
of soil properties and the arrangement of horizons within the profile. After the soil
5
scientists classified and named the soils in the survey area, they compared the
individual soils with similar soils in the same taxonomic class in other areas so that
they could confirm data and assemble additional data based on experience and
research.
The objective of soil mapping is not to delineate pure map unit components; the
objective is to separate the landscape into landforms or landform segments that
have similar use and management requirements. Each map unit is defined by a
unique combination of soil components and/or miscellaneous areas in predictable
proportions. Some components may be highly contrasting to the other components
of the map unit. The presence of minor components in a map unit in no way
diminishes the usefulness or accuracy of the data. The delineation of such
landforms and landform segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, onsite
investigation is needed to define and locate the soils and miscellaneous areas.
Soil scientists make many field observations in the process of producing a soil map.
The frequency of observation is dependent upon several factors, including scale of
mapping, intensity of mapping, design of map units, complexity of the landscape,
and experience of the soil scientist. Observations are made to test and refine the
soil-landscape model and predictions and to verify the classification of the soils at
specific locations. Once the soil-landscape model is refined, a significantly smaller
number of measurements of individual soil properties are made and recorded.
These measurements may include field measurements, such as those for color,
depth to bedrock, and texture, and laboratory measurements, such as those for
content of sand, silt, clay, salt, and other components. Properties of each soil
typically vary from one point to another across the landscape.
Observations for map unit components are aggregated to develop ranges of
characteristics for the components. The aggregated values are presented. Direct
measurements do not exist for every property presented for every map unit
component. Values for some properties are estimated from combinations of other
properties.
While a soil survey is in progress, samples of some of the soils in the area generally
are collected for laboratory analyses and for engineering tests. Soil scientists
interpret the data from these analyses and tests as well as the field-observed
characteristics and the soil properties to determine the expected behavior of the
soils under different uses. Interpretations for all of the soils are field tested through
observation of the soils in different uses and under different levels of management.
Some interpretations are modified to fit local conditions, and some new
interpretations are developed to meet local needs. Data are assembled from other
sources, such as research information, production records, and field experience of
specialists. For example, data on crop yields under defined levels of management
are assembled from farm records and from field or plot experiments on the same
kinds of soil.
Predictions about soil behavior are based not only on soil properties but also on
such variables as climate and biological activity. Soil conditions are predictable over
long periods of time, but they are not predictable from year to year. For example,
soil scientists can predict with a fairly high degree of accuracy that a given soil will
have a high water table within certain depths in most years, but they cannot predict
that a high water table will always be at a specific level in the soil on a specific date.
After soil scientists located and identified the significant natural bodies of soil in the
survey area, they drew the boundaries of these bodies on aerial photographs and
Custom Soil Resource Report
6
identified each as a specific map unit. Aerial photographs show trees, buildings,
fields, roads, and rivers, all of which help in locating boundaries accurately.
Custom Soil Resource Report
7
Soil Map
The soil map section includes the soil map for the defined area of interest, a list of
soil map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.
8
9
Custom Soil Resource Report
Soil Map
3970160397021039702603970310397036039704103970460397021039702603970310397036039704103970460711610 711660 711710 711760 711810 711860 711910 711960 712010 712060
711610 711660 711710 711760 711810 711860 711910 711960 712010 712060
35° 51' 20'' N 78° 39' 24'' W35° 51' 20'' N78° 39' 5'' W35° 51' 10'' N
78° 39' 24'' W35° 51' 10'' N
78° 39' 5'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
0 100 200 400 600
Feet
0 30 60 120 180
Meters
Map Scale: 1:2,160 if printed on A landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Wake County, North Carolina
Survey Area Data: Version 18, Sep 16, 2019
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Oct 19, 2019—Oct
28, 2019
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Custom Soil Resource Report
10
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
CfC Cecil-Urban land complex, 2 to
10 percent slopes
5.5 23.9%
PaE Pacolet sandy loam, 15 to 25
percent slopes
4.4 19.2%
PbD Pacolet-Urban land complex, 10
to 15 percent slopes
13.2 56.9%
Totals for Area of Interest 23.2 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
Custom Soil Resource Report
11
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha-Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
Custom Soil Resource Report
12
Wake County, North Carolina
CfC—Cecil-Urban land complex, 2 to 10 percent slopes
Map Unit Setting
National map unit symbol: 2xh9k
Elevation: 70 to 560 feet
Mean annual precipitation: 39 to 47 inches
Mean annual air temperature: 55 to 63 degrees F
Frost-free period: 200 to 250 days
Farmland classification: Not prime farmland
Map Unit Composition
Cecil and similar soils: 55 percent
Urban land: 35 percent
Minor components: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Cecil
Setting
Landform: Interfluves
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Saprolite derived from granite and gneiss and/or saprolite derived
from schist
Typical profile
Ap - 0 to 8 inches: sandy loam
Bt - 8 to 42 inches: clay
BC - 42 to 50 inches: clay loam
C - 50 to 80 inches: loam
Properties and qualities
Slope: 2 to 10 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 7.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: A
Hydric soil rating: No
Description of Urban Land
Setting
Parent material: Impervious layers over human transported material
Custom Soil Resource Report
13
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
Hydric soil rating: No
Minor Components
Udorthents, loamy
Percent of map unit: 10 percent
Landform: Interfluves
Landform position (two-dimensional): Summit, shoulder
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across-slope shape: Convex
Hydric soil rating: No
PaE—Pacolet sandy loam, 15 to 25 percent slopes
Map Unit Setting
National map unit symbol: 2spp9
Elevation: 70 to 560 feet
Mean annual precipitation: 39 to 47 inches
Mean annual air temperature: 55 to 63 degrees F
Frost-free period: 200 to 250 days
Farmland classification: Not prime farmland
Map Unit Composition
Pacolet and similar soils: 85 percent
Minor components: 15 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Pacolet
Setting
Landform: Interfluves
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Saprolite derived from granite and gneiss and/or schist
Typical profile
Ap - 0 to 8 inches: sandy loam
Bt - 8 to 27 inches: clay
BC - 27 to 35 inches: clay loam
C - 35 to 80 inches: sandy clay loam
Properties and qualities
Slope: 15 to 25 percent
Custom Soil Resource Report
14
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.3 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6e
Hydrologic Soil Group: B
Hydric soil rating: No
Minor Components
Wedowee
Percent of map unit: 8 percent
Landform: Interfluves
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Convex
Across-slope shape: Convex
Hydric soil rating: No
Madison, moderately eroded
Percent of map unit: 7 percent
Landform: Interfluves
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Convex
Across-slope shape: Convex
Hydric soil rating: No
PbD—Pacolet-Urban land complex, 10 to 15 percent slopes
Map Unit Setting
National map unit symbol: 2xhb4
Elevation: 70 to 560 feet
Mean annual precipitation: 39 to 47 inches
Mean annual air temperature: 55 to 63 degrees F
Frost-free period: 200 to 250 days
Farmland classification: Not prime farmland
Map Unit Composition
Pacolet and similar soils: 60 percent
Urban land: 30 percent
Minor components: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Custom Soil Resource Report
15
Description of Pacolet
Setting
Landform: Interfluves
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Side slope
Down-slope shape: Convex
Across-slope shape: Convex
Parent material: Saprolite derived from granite and gneiss and/or schist
Typical profile
Ap - 0 to 8 inches: sandy loam
Bt - 8 to 27 inches: clay
BC - 27 to 35 inches: clay loam
C - 35 to 80 inches: sandy clay loam
Properties and qualities
Slope: 10 to 15 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to
high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 6.3 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: B
Hydric soil rating: No
Description of Urban Land
Setting
Parent material: Impervious layers over human transported material
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
Hydric soil rating: No
Minor Components
Udorthents, loamy
Percent of map unit: 10 percent
Landform: Interfluves
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Interfluve
Down-slope shape: Convex
Across-slope shape: Convex
Hydric soil rating: No
Custom Soil Resource Report
16
Custom Soil Resource Report
17
References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/national/soils/?cid=nrcs142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/
home/?cid=nrcs142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/
detail/national/landuse/rangepasture/?cid=stelprdb1043084
18
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/soils/scientists/?cid=nrcs142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?
cid=nrcs142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf
Custom Soil Resource Report
19
FLOOD CERTIFICATION
THIS WILL CERTIFY THAT THE SUBJECT PROPERTY
( ) IS or ( X ) IS NOT located in a SPECIAL FLOOD HAZARD AREA
as determined by the Deportment of Housing and Urban
Development, or as shown on the FLOOD INSURANCE RATE MAP. _ ° KIND
CIR
370243 1706 J (y f LJ
COMMUNITY # PANEL SUFFIX P OF SSIONAL LAND SU VEYOR _� LENNC
OVERLAP AREA N/F MARK & JULIAj�4E PL
1, 325 SQ. FT. BR USKWICZ
0.03 ACRES '�s�. D.B. 8286, PG 2338
ss —3aa— I— I
CENTERLINE A�06, 299 �� BANK (TY) \
OF BRANCH IS 4� �
PROPERTY LINE'JCHAIN LINK
15.1' FENCE (TYP) I�
0
in
+i
r�
W 0
N
W
z
o
-A
LO
x Hardwood Tree
+ Pine Tree
p d Water Valve
<& Water Meter
2& Sewer Clean Out
LEGEND
COR TC-07-17 2.2.7.C.7.a
FROM STREET RIGHT OF WAY
ADDRESS
DISTANCE
1 142
72.7'
1132
80.9'
1122
76.0'
934
41.2'
930
36.2'
926
124.6'
MEDIAN (72.7+76.0)/2=74.4
74.4-18.6(259)=55.8'
74.4+ 18.6(25%)=93.0'
®
EXISTING IRON PIPE
NEW IRON PIPE
0
NAIL FOUND
X
COMPUTED CORNER
❑
POWER BOX
O
TELE
CATV
7
LIGHT POLE
cO--)
UTILITY POLE
FIRE HYDRANT
TOP
302
LINE TABLE
LINE
LENGTH
BEARING
L 1
5.27'
N51 °30' 18 "E
L2
19.31 '
N51 °30' 18 "E
L3
46.81 '
S81 °46'21 "E
L4
9.55'
S08° 11 ' 1 1 "W
L5
23.77'
S65°02' 14 "W
L6
25.16'
S49°27'32"E
L7
22.52'
S73°22'19"E
L8
27.95'
S60°2927"E
L9
4.67'
SO4°40'25 "E
L 10
19.80'
S02°02'25 "E
L 1 1
23.09'
S61 °40'40 "W
L 12
19.31 '
S86°26'39 "W
L 13
20.00'
S 18°21 '52 "E
L 14
38.01 '
S38° 1925 "E
L 15
18.1 1 '
N88° 15'09 "E
L 16
37.76'
N59°57'35 "E
L17
30.66'
N79°37'40"E
L 18
20. 15'
N78°03' 15 "E
L 19
85.09'
S75° 18'30 "W
0
I
co
A
COR R-4
q
ZONING
SETBACK
C�
SEC. 2.2.1. B
U
RETAINING
WALL —
V �� rNS o
SITE z
X
O
VICINITY MAP
(N.T.S.)
1RA & APPROX LOCATION
�O'SE' OF CITY OF RALEIGH
V
SANITARY SEWER
D.B. 1 539,768 LINE, NO EASEMENT
FOUND
9
AP AREA-,-o N
6, 36 SQ. FTC _ h
0.15RE33p4
81
TOP OF
7BANK (TYP)
0 wW�
_0
w
U
W
J W
Ld
LLJ
�VQ
WW
QL J
z
O
O
9 9� J
z
CHORD
NOTE:
THIS PROPERTY DOES NOT LIE WITHIN
2000' OF A N.C.G.S. MONUMENT. N/F LOWEREY &
CONC
SIDEWALK
THIS SURVEY IS OF AN EXISTING PARCEL WEBSTER
.36n•
ENCROACHMENT pN WV
OR PARCELS of LAND. PROPERTIES LLC
342NHOLE
'
UTILITIES SHOWN ARE FOR REPRESENTATION D.B. 7527, PG 368
S r
19 5
ERHEADJ
ONLY AND NOT TO BE USED FOR
PROPERTY LINE LOCATION
56 CURB & GUTTER UTILITY
ALL CREEKS, EASEMENTS, BUFFERS, TIE POINT �� 6� �� (TYP)
FLOOD LIMITS & SETBACKS TAKEN SOUTHWEST CORNER S
FROM BOM 1954 , PG 036 OF LOT 5
WIMBLETON DRIVE
& FROM BOM 1959 , PG 290
(50' RIW)
I Jeffrey H. Davis, PLS , certify this map was drown under my supervision from an actual survey made under my supervision;
and that the error of closure as calculated by latitudes and departures is
1/ 10,000+ ; that the boundaries not surveyed
are shown as broken lines plotted from information found in Book —
Page — that this map was prepared in
accordance with G.S. 47-30 amended.
``R��
Witness my original signature, registration number and seal this
�������Ftsslo'--ry���
6TH day of JANUARY 2020.
_
S�
THIS LOT MAY BE SUBJECT TO A Signed r/ D--
3
4k-
NEUSE RIVER RIPARIAN BUFFER.
UPDATED TO SHOW ZONING
�i �'•� S
LOT MAH BE SUBJECT
TOROM Seal
t/ $�Jji•� �� SETBACKS & NEUSE RIVER BUFFER
�i�/� ��` AS REQUESTED BY CLIENT, AREA
COUNTY ZONING ADMINISTRATION
Y• H ���\` CORRECTED TO SHOW AREA TO
111110 CENTERLINE OF CREEK (1-8-2020)
plio
m m
-
z
ii
N
JOHN THERIEN
HEATHER THERIEN(
TURNING POINT
) SURVEYING PLLC
LOT 6
o 01
v
CHESTNUT HILLS, BLOCK D
00
O �
-'
�
1112 WIMBLETON DRIVE
4113 JOHN S. RABOTEAU WYND
RALEIGH NORTH CAROLINA
RALEIGH, NORTH CAROLINA 27612
DATE: 01-06-2020
DWG. N0.
�7
FAX [phone] PH [phone]
C)
SCALE: 1 " = 50'
A-23643
License No: P-0121

339' - 0" 340' - 0" 336' - 0" 334' - 0" 332' - 0" 328' - 0" 326' - 0" 324' - 0" 318' - 0" 312' - 0" 310' - 0" 3 0 0 ' - 0 "
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301' - 0"
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3
3
3
' -
0
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334' - 0"
335' - 0"
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339' - 0"
340' - 0"
341' - 0" 5A110' SID E SETBACK30' NRB SETBACK (ZONE 1)1 8 ' A D D 'L S E T B A C K
CENTER OF STREAM / PROPERTY BOUNDARY55.8' MIN. FRONT SETBACKCHORD -85.09' S 75° 18' 30" WEXISTING SITE CONTOURS934 WIMBLETON DRIVE1122 WIMBLETON DRIVEEXISTING EASEMENTEXISTING EASEMENT; TO BE REMOVEDWIMBLETON DR.10'-0"WM68.093' N 43° 30' 36" W UTILITY POLE79.33' N 26° 31' 48" E36 HW8 HW8 HW36 HW36 HW6 HW12 HW12 HW12 HW18 HW18 HW10 HW18 HW30 HW6 HW18 HW18 HW6 HW30 HW24 HW6 HW18 HW6 HW18 HW24 HW30 HW12 HW12 HW10 HW18 HW30 P34 P24 P30 HW12 HW12 HW6 HW24 HW30 HW18 HW18 HW24 HW30 P30 P30 P24 HW12 HW18 HW18 P24 P12 HW6 HW30 HW10 HW10 HW24 HW34134033933833733633532632532432332232132031933233333418' ADD'L SETBACKPRO PERTY BO UN DARY -327.18' N 25° 17' 59" W
1 0 ' S I D E S E T B A C K
30 HWP R O P E R T Y B OU N D A R Y -1 8 1 .5 4 ' S 0 8 ° 2 7 ' 2 5 " E
30 P30'-0"18'-0"10'-0"20'-0"43.51°26.53°+20' NRB SETBACK (ZONE 2)TOP OF BANK DELINEATIONTOP OF BANK DELINEATIONDECK -257 SF3 0 '-0 "BUILDING -21 SF10'-0"18'-0"4" PERFORATED UNDERGROUND DOWNSPOUT PIPE; DRAIN TO DAYLIGHT; USE SPLASH-PAD AT OUTLET TO DIFFUSE FLOW PRIOR TO NRB ZONE 24" PERFORATED UNDERGROUND DOWNSPOUT PIPE; DRAIN TO DAYLIGHT; USE SPLASH-PAD TO DIFFUSE FLOW PRIOR TO NRB ZONE 2# HW# PWMWATER METER#" D.B.H. PINE TREE#" D.B.H. HARDWOOD TREEADDRESS:1112 WIMBLETON DRIVERALEIGH, NC 27609LOT SIZE:LOT 6 -0.61 ACRES / 26,400 SFZONING:R-4OVERLAY:N/AFLOODZONE:N/ANEIGHBORHOOD:CHESTNUT HILLS, BLOCK DSETBACKS FRONT:55.8' -93' (ALLOWABE RANGE) BACK:30' SIDE:10' (+19' TO INCREASE MAX. ALLOWABLE SIDEWALL HEIGHT)MAX. ALLOWABLE BUILDING HEIGHT:40'ACTUAL BUILDING HEIGHT:??MAX. ALLOWABLE SIDEWALL HEIGHT:40' (22' STANDARD + 18' INCREASE TO SIDE SETBACK)ACTUAL SIDEWALL HEIGHT:??AVERAGE PRE-DEVELOPMENT GRADE:329' -5 5/8"LAND DISTURBANCA AREA: 11,821.33 SF (MUST BE BELOW 12,000 SF -UDO SEC 9.4.4.A.1.d)IMPERVIOUS SURFACE AREA: 5,991.36 OR 23% (MUST BE BELOW 38% -UDO SEC 9.2.2.A.4.a)SITE PLAN NOTES + LEGEND8 HWREMOVE TREELAND DISTURBANCE AREA BOUNDARYRALEIGH,N.C.LOUISW.CHERRY N O RTHCAROLINAREGISTEREDARCHITE CT 4852DRAWN BY:APPROVED BY:OWNERSTRUCTURAL ENGINEERPROJECT NO.:REISSUEGENERAL CONTRACTORLANDSCAPE ARCHITECTSHEET ISSUELOUIS CHERRY, FAIA222 N. BLOODWORTH STREET,RALEIGH, NORTH CAROLINA [e-mail]:LOUIS CHERRY ARCHITECTURERegistered Architectural CorporationNorth CarolinaCHECK SETALISON CROOPLOUIS CHERRYA-100SITE PLAN + SURVEY19131112 Wimbleton Dr.Raleigh, NC 27609Therien ResidenceJOHN & HEATHER THERIEN120 ST. MARY ST.RALEIGH, NC 27605LYSAGHT & ASSOCIATES06-09-201" = 20'-0"A-1001SITE PLANNDIFFUSE FLOW NOTES:PER RIPARIAN BUFFER PROTECTION RULES 15A NCAC 2B. 0233 (NEUSE RIVER BASIN)...5) DIFFUSE FLOW REQUIREMENT. DIFFUSE FLOW OF RUNOFF SHALL BE MAINTAINED IN THE RIPARIAN BUFFER BY DISPERSING CONCENTRATED FLOW AND REESTABLISHING VEGETAITON.A) CONCENTRATED RUNOFF FROM NEW DITCHES OR MANMADE CONVEYANCES SHALL BE CONVERTED TO DIFFUSE FLOW BEFORE THE RUNOFF ENTERS THE ZONE 2 OF THE RIPARIAN BUFFERB) PERIODIC CORRECTIVE ACTION TO RESTORE DIFFUSE FLOW SHALL BE TAKE IF NECESSARY TO IMPEDED THE FORMATION OF EROSION GULLIES--> CREATE SPLASH PAD AT DOWNSPOUT OUTLET TO DIFFUSE FLOW PRIOR TO NEUSE RIVER BASIN ZONE 2. OWNERS ARE RESPONSIBLE FOR MAINTAINING DIFFUSED FLOW.
320' - 0" 321' - 0" 322' - 0" 323' - 0" 324' - 0" 325' - 0" 326' - 0" 327' - 0" 328' - 0" 329' - 0" 330' - 0" 331' - 0" 332' - 0" 333' - 0" 334' - 0" 335' - 0" 336' - 0" 337' - 0" 338' - 0" 339' - 0" 340'
- 0"
341'
-
0"
326' - 0" 327' - 0" 328' - 0" 329' - 0" 330' - 0" 331' - 0" 332' - 0" 333' - 0" 3
3
4' - 0" 335' - 0" 3
3
6' - 0
"
3
3
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3
3
8' - 0"
339' - 0" 340' - 0" 341' - 0" 331' - 0" 332' - 0" 333'

-
0"
334'

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335' - 0" 336' - 0" 337' - 0" 338' - 0" 11B133B355A1A3B4A2C2C1C3B2A-2012A-2024-11' - 2 3/4"-11' - 2 3/4"10'-0"2 3 '-2 1 /8 "
4 8 '-8 "
1 0 '-0 "1 '-0 "
1 3 '-9 1 /8 "
1 7 '-6 1 /4 "
1 3 '-2 "-1' - 6"C12.D3C12.D3C8C8C12.D3C12.D3C12.D3C8.D3S.W6C8.D3C8C8.D3C8.D3S.W4C8C86'-3"12'-6 1/8"7'-3 7/8"24'-2 1/2"11'-3 1/2"16'-0"6'-5"10'-3 1/2"12'-7"51'-10"21'-10"17'-1"2 3 '-2 "16'-0"8'-2 1/2"12'-8"11'-3 1/2"30'-4"2'-0"4'-8"23'-8"2'-0"6'-1 5/8"C8C8C822'-4"7 '-2 7 /8 "
2 '-0 "2 '-0 "GV-1GV-1GV-1CS-133.0105.1105.1105.1033.0105.10-7' - 8 1/4" T.O.W.03.0105.018'-5 7/8"4'-6 3/8"03.0105.0103.0105.0103.0105.0103.0105.0103.0105.0103.0105.0103.0105.0103.0105.0103.0105.0103.0105.01-11' - 2 3/4"-11' - 2 1/4"-10' - 2 1/4"-9' - 10 3/4" T.O.W.-2' - 8"-1' - 5 1/2" T.O.W.0' - 0" T.O.W.-1' - 5 1/2" T.O.W.-1' - 5 1/2" T.O.W.-3' - 0"05.0405.048"TYP.4'-0 1/2"TYP.3 1/2"1 '-4 "4 '-8 "-11' - 2 1/4" T.O.W.C81/4" SLOPE3'-0"08.01-1' - 8 1/4" T.O.W.-1' - 8 1/4" T.O.W.-1' - 8 1/4" T.O.W.-8' - 8 1/4"-12' - 8 1/4" T.O.F.-12' - 8 1/4" T.O.F.C8-12' - 8 1/4" T.O.F.FA-2FA-1FA-1-5' - 0" T.O.F.FA-1FA-1FA-1FA-1-11' - 6 1/4" T.O.F.-13' - 10 1/4" T.O.F.-15' - 2 1/4" T.O.F.-16' - 8 1/4" T.O.F.T.O.F. -15' - 2 1/4"T.O.F. -14' - 6 1/4"-14' - 6 1/4" T.O.F.-14' - 6 1/4" T.O.F.-17' - 8 1/4" T.O.F.-18' - 2 1/4" T.O.F.-15' - 6 1/4" T.O.F.-16' - 2 1/4" T.O.F.T.O.F. -18' - 2 1/4"-18' - 2 1/4" T.O.F.-20' - 2 1/4" T.O.F.-20' - 2 1/4" T.O.F.-17' - 2 1/4" T.O.F.-13' - 9 1/4" T.O.F.SLOPESLOPESLOPESLOPES L O P E
SLO PE-5' - 6" T.O.F.-8' - 5 1/2" T.O.F.-11' - 2 1/4" T.O.F.SLOPE43.5°WM68.093' N 43° 30' 36" W UTILITY POLE79.33' N 26° 31' 48" E26.5°10' SIDE SETBACK30' NEUSE RIVER BASIN SETBACK (ZONE 1)1 8 ' A D D 'L S E T B A C K
55.8' MIN. FRONT SETBACKCHORD -85.09' S 75° 18' 30" WEXISTING EASEMENTEXISTING EASEMENT; TO BE REMOVEDWIMBLETON DR.36 HW8 HW8 HW36 HW36 HW6 HW12 HW18 HW18 HW10 HW18 HW18 HW6 HW18 P10 HW18' ADD'L SETBACKPRO PERTY BO UN DARY -327.18' N 25° 17' 59" W
1 0 ' S I D E S E T B A C K
30 HWP R OP E R T Y B O U N D A R Y -1 8 1 .5 4 ' S 0 8 ° 2 7 ' 2 5 " E
P R OP E R T Y B O U N D A R Y -1 8 1 .5 4 ' S 0 8 ° 2 7 ' 2 5 " E
18'-0"10'-0"10'-0"18'-0"+20' NEUSE RIVER BASIN SETBACK (ZONE 2)2 0 '-0 "4" PERFORATED UNDERGROUND DOWNSPOUT PIPE; DRAIN TO DAYLIGHT; USE SPLASH-PAD AT OUTLET TO DIFFUSE FLOW PRIOR TO NRB ZONE 24" PERFORATED UNDERGROUND DOWNSPOUT PIPE; DRAIN TO DAYLIGHT; USE SPLASH-PAD AT OUTLET TO DIFFUSE FLOW PRIOR TO NRB ZONE 2DECK -257 SFBUILDING -21 SF4" PERFORATED UNDERGROUND DOWNSPOUT PIPE; DRAIN TO DAYLIGHT; USE SPLASH-PAD AT OUTLET TO DIFFUSE FLOW PRIOR TO NRB ZONE 2EXISTING SITE CONTOURS341340339338337336335326325324323322321320319332333334# HW# PWMWATER METER#" D.B.H. PINE TREE#" D.B.H. HARDWOOD TREEADDRESS:1112 WIMBLETON DRIVERALEIGH, NC 27609LOT SIZE:LOT 6 -0.61 ACRES / 26,400 SFZONING:R-4OVERLAY:N/AFLOODZONE:N/ANEIGHBORHOOD:CHESTNUT HILLS, BLOCK DSETBACKS FRONT:55.8' -93' (ALLOWABE RANGE) BACK:30' SIDE:10' (+19' TO INCREASE MAX. ALLOWABLE SIDEWALL HEIGHT)MAX. ALLOWABLE BUILDING HEIGHT:40'ACTUAL BUILDING HEIGHT:??MAX. ALLOWABLE SIDEWALL HEIGHT:40' (22' STANDARD + 18' INCREASE TO SIDE SETBACK)ACTUAL SIDEWALL HEIGHT:??AVERAGE PRE-DEVELOPMENT GRADE:329' -5 5/8"LAND DISTURBANCA AREA: 11,821.33 SF (MUST BE BELOW 12,000 SF -UDO SEC 9.4.4.A.1.d)IMPERVIOUS SURFACE AREA: 5,991.36 OR 23% (MUST BE BELOW 38% -UDO SEC 9.2.2.A.4.a)SITE PLAN NOTES + LEGEND8 HWREMOVE TREELAND DISTURBANCE AREA BOUNDARYRALEIGH,N.C.LOUISW.CHERRY N O RTHCAROLINAREGISTEREDARCHITE CT 4852DRAWN BY:APPROVED BY:OWNERSTRUCTURAL ENGINEERPROJECT NO.:REISSUEGENERAL CONTRACTORLANDSCAPE ARCHITECTSHEET ISSUELOUIS CHERRY, FAIA222 N. BLOODWORTH STREET,RALEIGH, NORTH CAROLINA [e-mail]:LOUIS CHERRY ARCHITECTURERegistered Architectural CorporationNorth CarolinaCHECK SETALISON CROOPLOUIS CHERRYA-102GRADING & FOUNDATION PLAN19131112 Wimbleton Dr.Raleigh, NC 27609Therien ResidenceJOHN & HEATHER THERIEN120 ST. MARY ST.RALEIGH, NC 27605LYSAGHT & ASSOCIATES06-09-201/8" = 1'-0"A-1021GRADING & FOUNDATION PLANNKEYNOTE LEGEND03.00 - CONCRETE03.01 CONCRETE FOOTING - REFER TO STRUCTURAL DWGS05.00 - METALS05.01 STEEL COLUMN - PAINT BLACK05.03 CUSTOM STEEL RAILING; MAIN DECK - REFER TO A-604/1405.04 CUSTOM STEEL RAILING; (PARKING PAD) REFER TO A-604/1505.05 CUSTOM STEEL RAILING; (MAIN STAIR) REFER TO A-604/1305.06 CUSTOM STEEL RAILING (INT - LOWER STAIR); REFER TO A-604/1205.07 CUSTOM STEEL RAILING; (ROOF DECK) REFER TO ???05.08 METAL COPING CAP - WHITE FINISH05.09 METAL COPING CAP - BLACK FINISH05.10 RECT. METAL DOWNSPOUT - WHITE FINISH05.11 RECT. METAL DOWNSPOUT - BLACK FINISH05.12 METAL DRIP EDGE FLASHING05.13 CUSTOM STEEL SCREEN WALL - REFER TO A-60306.00 - WOOD, PLASTICS, COMPOSITES06.01 STUCCO SIDING CONTROL JOINTS06.02 LVL BEAM; REFER TO STRUCTURAL DWGS06.03 GLU-LAM BEAM; REFER TO STRUCTURAL DWGS06.04 WOOD TRUSSES; REFER TO STRUCTURAL DWGS06.05 2X WOOD JOISTS06.06 WOOD STEPS; REFER TO A-603/606.07 EQUIPMENT SCREEN WALL; MUST CONFORM TO UDO SEC 7.2.5.D.4.a07.00 - THERMAL AND MOISTURE PROTECTION07.01 ACOUSTIC INSULATION07.02 OPEN CELL SPRAY FOAM CAVITY INSULATION (R-3.7/IN)07.03 FLOOR - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)07.04 ROOF - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)08.00 - OPENINGS08.01 4" SQUARE OPENING FOR DRAINAGE08.02 WOOD FRAMED INTERIOR GLASS PARTITION; REFER TO A/60208.03 ROOF SCUPPER08.04 SKYLIGHT10.00 - SPECIALTIES10.01 FIREPLACE FLUE; INSTALL PER MANUFACTURER'S SPECS33.00 - UTILITIES33.01 4" SOLID PIPE; DRAIN TO DAYLIGHT MIN. 10' AWAY FROM FOUNDATION33.04 GAS METER33.05 ELECTRICAL METERWALL SCHEDULEKEY DESCRIPTIONEXTERIORB2.W4 2X4 WOOD STUDS W/ P.T. WOOD BOARDS BOTH SIDESC8 8" CAST-IN-PLACE CONCRETEC8.D3 8" CAST-IN-PLACE CONCRETE W/ INSULATION PANELSC12 12" CAST-IN-PLACE CONCRETEC12.D3 12" CAST IN PLACE CONCRETE W/ INSULATION PANELSM.W6 2X4 WOOD STUDS W/ METAL PANELSS.W4 2X4 WOOD STUDS W/ STUCCO SIDINGS.W6 2X6 WOOD STUDS W/ STUCCO SIDINGW.W6 2X6 WOOD STUDS W/ WOOD SIDINGINTERIORG1 SHOWER GLASSG2 WOOD FRAME INTERIOR GLASS PARTITIONW2.D2 2X4 ROTATED WOOD STUDS W/ 1/2" GWB BOTH SIDESW4.D1 2X4 WOOD STUDS W/ 1/2" GWB ONE SIDEW4.D2 2X4 WOOD STUDS W/ 1/2" GWB BOTH SIDESW6.D2 2X6 WOOD STUDS W/ 1/2" GWB BOTH SIDESW8.D2 2X8 WOOD STUDS W/ 1/2" GWB BOTH SIDESROOF ASSEMBLIES - REFERENCE G-001KEY DESCRIPTIONRA-1 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 6" MIN. TAPERED FOAM INSUl. (R-),3/4" ADVANTEK, MIN. 6" TAPERED RIGID INSULATION (R-5/IN), 2X6 STRUCTURALDECKING, GLU-LAM BEAM SYSTEM (REFER TO STRUCTURAL DWGS)RA-2 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 2X6 STRUCTURAL DECKING, GLU-LAM BEAM SYSTEM (REFER TOSTRUCTURAL DWGS)RA-3 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSUALATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAM(R3.7/IN), 16" WOOD TRUSSESRA-4 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAMINSULATION (R-5/IN), 14" WOOD TRUSSESRA-5 STANDING SEAM METAL ROOF, 1/2" DENSEDECK ROOF BOARD, 2X JOISTS TAPEREDTO CREATE SLOPE, 9" OPEN CELL SPRAY FOAM (R-3.7/in)FLOOR ASSEMBLIESKEY DESCRIPTIONFA-1 4" CONCRETE SLAB ON GRADE, 4" COMPACT GRAVELFA-2 4" CONCRETE SLAB ON GRADE, 2" RIGID INSULATION (R-5/IN.), 4" COMPACT GRAVELFA-3 18" FLOOR TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-4 24" WOOD TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-5 2X JOISTS W/ WOOD DECKING
INSULATION VALUES FOR THERIEN RESIDENCE -CLIMATE ZONE 4ATYPE:DESCRIPTION:TOTAL R VALUE:SLAB ON GRADE2" CONTINUOUS RIGID FOAM BOARD (R5/INCH) =102x6 WOOD FRAMED STUD WALLS, 16" O.C. 5-1/2" OPEN CELL SPRAY FOAM(R3.7/INCH) + 1-1/2" ZIP SHEATHING (R6.6/INCH) = 26.95*INSULATION SUBCONTRACTOR TO PROVIDE REQUIRED CERTIFICATION FOR SPRAY FOAM PER 2018 NCSBC ENERGY CODE SECTION R303.1.1 -BUILDING THERMAL ENVELOPE INSULATIONTABLE N1102.1. (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTCLIMATE ZONEFENESTRATION U-FACTORSKYLIGHTU-FACTORGLAZED FENESTRATION SHGC b, kCEILING R-VALUEWOOD FRAME WALL R-VALUEMASS WALL R-VALUE4 0.35 0.550.3038 OR 30ci15 OR 13 + 2.55/13 OR 5/10cihTHE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF TABLE N1102.1.2 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7.DOORS WITH MORE THAN 50% GLAZING SHCG: 021 U-FACTOR: 0.28-SIERRA PACIFIC WINDOW SYSTEM, DOUBLE PANE WITH LOW-E SHCG: 0.26 U-FACTOR: 0.445-SOLID DOORSU-FACTOR: 0.65-FLOOR R-VALUE BASEMENT R-VALUE SLAB R-VALUE CRAWL SPACE R-VALUE1910/1510 10/15GLU-LAM BEAMS + 2X6 STRUCTURAL DECKING (1/4:12 LOW SLOPE MEMBRANE ROOF)MIN. 6" CONT. RIGID FOAM BOARD (R5/INCH) = 30ciCAST IN PLACE CONCRETE BASEMENT WALLS 2" CONTINUOUS RIGID FOAM BOARD (R5/INCH) =10ALL ASSEMBLIES PROPOSED MUST MEET OR EXCEED REQUIREMNTS18" WOOD TRUSSES (1/4:12 LOW SLOPE MEMBRANE ROOF) 9" OPEN CELL SPRAY FOAM (3.7/INCH) + 1" CONT. RIGID FOAM BOARD (R5/INCH) = 38.314" WOOD TRUSSES (1/4:12 LOW SLOPE MEMBRANE ROOF) 9" OPEN CELL SPRAY FOAM (3.7/INCH) + 1" CONT. RIGID FOAM BOARD (R5/INCH) = 38.3RALEIGH,N.C.LOUISW.CHERRY N O RTHCAROLINAREGISTEREDARCHITE CT 4852DRAWN BY:APPROVED BY:OWNERSTRUCTURAL ENGINEERPROJECT NO.:REISSUEGENERAL CONTRACTORLANDSCAPE ARCHITECTSHEET ISSUELOUIS CHERRY, FAIA222 N. BLOODWORTH STREET,RALEIGH, NORTH CAROLINA [e-mail]:LOUIS CHERRY ARCHITECTURERegistered Architectural CorporationNorth CarolinaCHECK SETALISON CROOPLOUIS CHERRYG-001COVER, SHEET INDEX, PROJECT LOCATION19131112 Wimbleton Dr.Raleigh, NC 27609Therien ResidenceNOT FOR CONSTRUCTIONJOHN & HEATHER THERIEN120 ST. MARY ST.RALEIGH, NC 27605LYSAGHT & ASSOCIATES06-09-20THERIEN RESIDENCERALEIGH, NORTH CAROLINAPACKAGE:BUFFER AUTHORIZATION APPLICATIONDRAWING SHEET INDEXGENERALG-001 COVER, SHEET INDEX, PROJECT LOCATIONARCHITECTUREA-100 SITE PLAN + SURVEYA-101 SITE PLAN (ENLARGED)A-102 GRADING & FOUNDATION PLANA-103 BASEMENT PLANA-104 FIRST FLOOR PLANA-105 SECOND FLOOR PLANA-106 ROOF PLAN - 1A-107 ROOF PLAN - 2A-201 EXTERIOR ELEVATIONSA-202 EXTERIOR ELEVATIONSA-301 BUILDING SECTIONSA-302 BUILDING SECTIONSA-901 3D REPRESENTATIONSREGION MAPPROJECT LOCATIONSCALE: 1" = 100'-0"SCALE: 1" = 800'-0"INSULATION VALUESAREA SCHEDULE (GROSS)GARAGE 561 SF000 BASEMENT 903 SF100 FIRST FLOOR 2042 SF200 SECOND FLOOR 878 SF4384 SF
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CENTER OF STREAM / PROPERTY BOUNDARY55.8' MIN. FRONT SETBACKCHORD -85.09' S 75° 18' 30" WEXISTING SITE CONTOURS934 WIMBLETON DRIVE1122 WIMBLETON DRIVEEXISTING EASEMENTEXISTING EASEMENT; TO BE REMOVEDWIMBLETON DR.10'-0"WM68.093' N 43° 30' 36" W UTILITY POLE79.33' N 26° 31' 48" E36 HW8 HW8 HW36 HW36 HW6 HW12 HW12 HW12 HW18 HW18 HW10 HW18 HW30 HW6 HW18 HW18 HW6 HW30 HW24 HW6 HW18 HW6 HW18 HW24 HW30 HW12 HW12 HW10 HW18 HW30 P34 P24 P30 HW12 HW12 HW6 HW24 HW30 HW18 HW18 HW24 HW30 P30 P30 P24 HW12 HW18 HW18 P24 P12 HW6 HW30 HW10 HW10 HW24 HW34134033933833733633532632532432332232132031933233333418' ADD'L SETBACKPRO PERTY BO UN DARY -327.18' N 25° 17' 59" W
1 0 ' S I D E S E T B A C K
30 HWP R O P E R T Y B OU N D A R Y -1 8 1 .5 4 ' S 0 8 ° 2 7 ' 2 5 " E
30 P30'-0"18'-0"10'-0"20'-0"43.51°26.53°+20' NRB SETBACK (ZONE 2)TOP OF BANK DELINEATIONTOP OF BANK DELINEATIONDECK -257 SF3 0 '-0 "BUILDING -21 SF10'-0"18'-0"4" PERFORATED UNDERGROUND DOWNSPOUT PIPE; DRAIN TO DAYLIGHT; USE SPLASH-PAD AT OUTLET TO DIFFUSE FLOW PRIOR TO NRB ZONE 24" PERFORATED UNDERGROUND DOWNSPOUT PIPE; DRAIN TO DAYLIGHT; USE SPLASH-PAD TO DIFFUSE FLOW PRIOR TO NRB ZONE 2# HW# PWMWATER METER#" D.B.H. PINE TREE#" D.B.H. HARDWOOD TREEADDRESS:1112 WIMBLETON DRIVERALEIGH, NC 27609LOT SIZE:LOT 6 -0.61 ACRES / 26,400 SFZONING:R-4OVERLAY:N/AFLOODZONE:N/ANEIGHBORHOOD:CHESTNUT HILLS, BLOCK DSETBACKS FRONT:55.8' -93' (ALLOWABE RANGE) BACK:30' SIDE:10' (+19' TO INCREASE MAX. ALLOWABLE SIDEWALL HEIGHT)MAX. ALLOWABLE BUILDING HEIGHT:40'ACTUAL BUILDING HEIGHT:??MAX. ALLOWABLE SIDEWALL HEIGHT:40' (22' STANDARD + 18' INCREASE TO SIDE SETBACK)ACTUAL SIDEWALL HEIGHT:??AVERAGE PRE-DEVELOPMENT GRADE:329' -5 5/8"LAND DISTURBANCA AREA: 11,821.33 SF (MUST BE BELOW 12,000 SF -UDO SEC 9.4.4.A.1.d)IMPERVIOUS SURFACE AREA: 5,991.36 OR 23% (MUST BE BELOW 38% -UDO SEC 9.2.2.A.4.a)SITE PLAN NOTES + LEGEND8 HWREMOVE TREELAND DISTURBANCE AREA BOUNDARYRALEIGH,N.C.LOUISW.CHERRY N O RTHCAROLINAREGISTEREDARCHITE CT 4852DRAWN BY:APPROVED BY:OWNERSTRUCTURAL ENGINEERPROJECT NO.:REISSUEGENERAL CONTRACTORLANDSCAPE ARCHITECTSHEET ISSUELOUIS CHERRY, FAIA222 N. BLOODWORTH STREET,RALEIGH, NORTH CAROLINA [e-mail]:LOUIS CHERRY ARCHITECTURERegistered Architectural CorporationNorth CarolinaCHECK SETALISON CROOPLOUIS CHERRYA-100SITE PLAN + SURVEY19131112 Wimbleton Dr.Raleigh, NC 27609Therien ResidenceJOHN & HEATHER THERIEN120 ST. MARY ST.RALEIGH, NC 27605LYSAGHT & ASSOCIATES06-09-201" = 20'-0"A-1001SITE PLANNDIFFUSE FLOW NOTES:PER RIPARIAN BUFFER PROTECTION RULES 15A NCAC 2B. 0233 (NEUSE RIVER BASIN)...5) DIFFUSE FLOW REQUIREMENT. DIFFUSE FLOW OF RUNOFF SHALL BE MAINTAINED IN THE RIPARIAN BUFFER BY DISPERSING CONCENTRATED FLOW AND REESTABLISHING VEGETAITON.A) CONCENTRATED RUNOFF FROM NEW DITCHES OR MANMADE CONVEYANCES SHALL BE CONVERTED TO DIFFUSE FLOW BEFORE THE RUNOFF ENTERS THE ZONE 2 OF THE RIPARIAN BUFFERB) PERIODIC CORRECTIVE ACTION TO RESTORE DIFFUSE FLOW SHALL BE TAKE IF NECESSARY TO IMPEDED THE FORMATION OF EROSION GULLIES--> CREATE SPLASH PAD AT DOWNSPOUT OUTLET TO DIFFUSE FLOW PRIOR TO NEUSE RIVER BASIN ZONE 2. OWNERS ARE RESPONSIBLE FOR MAINTAINING DIFFUSED FLOW.
321' - 0" 322' - 0" 323' - 0" 324' - 0" 325' - 0" 326' - 0" 327' - 0" 328' - 0"
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11B133B35544A1A3B4A2C2C1C32B2A-2021A-2013A-2011A-2016-1' - 6"-3' - 0"-11' - 2 1/4"4 8 '-8 "
1 0 '-0 "
1 0 '-0 "10'-0"A-2015A-20124 '-8 "A-2014A-202210°30'-0"A-20243 2 '-3 3 /8 "
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1 0 '-0 "C8C8C8B2.W4C8B2.W4SL O P E S L O P E6.5°10'-10"6'-3"9'-4"2 3 '-2 1 /8 "11'-9 3/4"90°-2' - 8"FIRST FLOOR MAIN LIVING AREA ROOFFIRST FLOOR DECK ROOFFIRST FLOOR PORCH ROOFSECOND FLOOR PORCH ROOFSECOND FLOOR DECKFIRST FLOOR DECK-1' - 5 1/2" T.O.W.-1' - 5 1/2" T.O.W.-11' - 2 1/4" T.O.W.-11' - 2 1/4" T.O.W.0' - 0" T.O.W.A-2023RAISED PLANTER1 6 3 .5 °05.1105.04C808.01CS-305.04C8CS-3CS-1GV-1CS-3-2-233.0433.05B2.W405.11-11' - 2 3/4"-10' - 2 1/4"CS-3-1' - 0"05.1005.1030' REAR SETBACKS L O P E SLOPE19'-10"SS-2NOTE: SLOPE GRADE AWAY FROM FOUNDATION WALLS MIN. 1/4"/12"A-2025-1B2.W4-8' - 8 1/4"06.07R 9' - 6"WMUTILITY POLE10' SIDE SETBACK1 8 ' A D D 'L S E T B A CK
55.8' MIN. FRONT SETBACKPROPERTY BOUNDARY -85.09' S 75° 18' 30" WEXISTING EASEMENTEXISTING EASEMENT; TO BE REMOVEDWIMBLETON DR.36 HW8 HW8 HW36 HW36 HW6 HW12 HW18 HW18 HW10 HW18 HW30 HW18 HW6 HW18 P10 HW18' ADD'L SETBACKPRO PERTY BO UN DARY -327.18' N 25° 17' 59" W
1 0 ' S I D E S E T B A CK
30 HWP R O P E R T Y B O U N D A R Y -1 8 1 .5 4 ' S 0 8 ° 2 7 ' 2 5 " E
P R O P E R T Y B O U N D A R Y -1 8 1 .5 4 ' S 0 8 ° 2 7 ' 2 5 " E 43.5°68.093' N 43° 30' 36" W
79.33' N 26° 31' 48" E26.5°30' NEUSE RIVER BASIN SETBACK (ZONE 1)+20' NEUSE RIVER BASIN SETBACK (ZONE 2)DECK -257 SFBUILDING -21 SF# HW# PWM WATER METER#" D.B.H. PINE TREE#" D.B.H. HARDWOOD TREEADDRESS:1112 WIMBLETON DRIVERALEIGH, NC 27609LOT SIZE:LOT 6 -0.61 ACRES / 26,400 SFZONING:R-4OVERLAY:N/AFLOODZONE:N/ANEIGHBORHOOD:CHESTNUT HILLS, BLOCK DSETBACKS FRONT:55.8' -93' (ALLOWABE RANGE) BACK:30' SIDE:10' (+19' TO INCREASE MAX. ALLOWABLE SIDEWALL HEIGHT)MAX. ALLOWABLE BUILDING HEIGHT:40'ACTUAL BUILDING HEIGHT:??MAX. ALLOWABLE SIDEWALL HEIGHT:40' (22' STANDARD + 18' INCREASE TO SIDE SETBACK)ACTUAL SIDEWALL HEIGHT:??AVERAGE PRE-DEVELOPMENT GRADE:329' -5 5/8"LAND DISTURBANCA AREA: 11,821.33 SF (MUST BE BELOW 12,000 SF -UDO SEC 9.4.4.A.1.d)IMPERVIOUS SURFACE AREA: 5,991.36 OR 23% (MUST BE BELOW 38% -UDO SEC 9.2.2.A.4.a)SITE PLAN NOTES + LEGEND8 HWREMOVE TREELAND DISTURBANCE AREA BOUNDARY325' - 6 1/2"322' - 5 1/2"322' - 6"335' - 5 1/4"334' - 3 1/2"335' - 9"324' - 1 1/2"SOUTH335' -0 1/4"WEST330' -6"NORTH324' -0"EAST328' -4 1/2"TOTAL AVG.329' -5 11/16"RALEIGH,N.C.LOUISW.CHERRY N O RTHCAROLINAREGISTEREDARCHITE CT 4852DRAWN BY:APPROVED BY:OWNERSTRUCTURAL ENGINEERPROJECT NO.:REISSUEGENERAL CONTRACTORLANDSCAPE ARCHITECTSHEET ISSUELOUIS CHERRY, FAIA222 N. BLOODWORTH STREET,RALEIGH, NORTH CAROLINA [e-mail]:LOUIS CHERRY ARCHITECTURERegistered Architectural CorporationNorth CarolinaCHECK SETALISON CROOPLOUIS CHERRYA-101SITE PLAN (ENLARGED)19131112 Wimbleton Dr.Raleigh, NC 27609Therien ResidenceJOHN & HEATHER THERIEN120 ST. MARY ST.RALEIGH, NC 27605LYSAGHT & ASSOCIATES06-09-20AREA SCHEDULE (GROSS)GARAGE 561 SF000 BASEMENT 903 SF100 FIRST FLOOR 2042 SF200 SECOND FLOOR 878 SF4384 SF1/8" = 1'-0"A-1011SITE PLANNKEYNOTE LEGEND03.00 - CONCRETE03.01 CONCRETE FOOTING - REFER TO STRUCTURAL DWGS05.00 - METALS05.01 STEEL COLUMN - PAINT BLACK05.03 CUSTOM STEEL RAILING; MAIN DECK - REFER TO A-604/1405.04 CUSTOM STEEL RAILING; (PARKING PAD) REFER TO A-604/1505.05 CUSTOM STEEL RAILING; (MAIN STAIR) REFER TO A-604/1305.06 CUSTOM STEEL RAILING (INT - LOWER STAIR); REFER TO A-604/1205.07 CUSTOM STEEL RAILING; (ROOF DECK) REFER TO ???05.08 METAL COPING CAP - WHITE FINISH05.09 METAL COPING CAP - BLACK FINISH05.10 RECT. METAL DOWNSPOUT - WHITE FINISH05.11 RECT. METAL DOWNSPOUT - BLACK FINISH05.12 METAL DRIP EDGE FLASHING05.13 CUSTOM STEEL SCREEN WALL - REFER TO A-60306.00 - WOOD, PLASTICS, COMPOSITES06.01 STUCCO SIDING CONTROL JOINTS06.02 LVL BEAM; REFER TO STRUCTURAL DWGS06.03 GLU-LAM BEAM; REFER TO STRUCTURAL DWGS06.04 WOOD TRUSSES; REFER TO STRUCTURAL DWGS06.05 2X WOOD JOISTS06.06 WOOD STEPS; REFER TO A-603/606.07 EQUIPMENT SCREEN WALL; MUST CONFORM TO UDO SEC 7.2.5.D.4.a07.00 - THERMAL AND MOISTURE PROTECTION07.01 ACOUSTIC INSULATION07.02 OPEN CELL SPRAY FOAM CAVITY INSULATION (R-3.7/IN)07.03 FLOOR - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)07.04 ROOF - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)08.00 - OPENINGS08.01 4" SQUARE OPENING FOR DRAINAGE08.02 WOOD FRAMED INTERIOR GLASS PARTITION; REFER TO A/60208.03 ROOF SCUPPER08.04 SKYLIGHT10.00 - SPECIALTIES10.01 FIREPLACE FLUE; INSTALL PER MANUFACTURER'S SPECS33.00 - UTILITIES33.01 4" SOLID PIPE; DRAIN TO DAYLIGHT MIN. 10' AWAY FROM FOUNDATION33.04 GAS METER33.05 ELECTRICAL METERWALL SCHEDULEKEY DESCRIPTIONEXTERIORB2.W4 2X4 WOOD STUDS W/ P.T. WOOD BOARDS BOTH SIDESC8 8" CAST-IN-PLACE CONCRETEC8.D3 8" CAST-IN-PLACE CONCRETE W/ INSULATION PANELSC12 12" CAST-IN-PLACE CONCRETEC12.D3 12" CAST IN PLACE CONCRETE W/ INSULATION PANELSM.W6 2X4 WOOD STUDS W/ METAL PANELSS.W4 2X4 WOOD STUDS W/ STUCCO SIDINGS.W6 2X6 WOOD STUDS W/ STUCCO SIDINGW.W6 2X6 WOOD STUDS W/ WOOD SIDINGINTERIORG1 SHOWER GLASSG2 WOOD FRAME INTERIOR GLASS PARTITIONW2.D2 2X4 ROTATED WOOD STUDS W/ 1/2" GWB BOTH SIDESW4.D1 2X4 WOOD STUDS W/ 1/2" GWB ONE SIDEW4.D2 2X4 WOOD STUDS W/ 1/2" GWB BOTH SIDESW6.D2 2X6 WOOD STUDS W/ 1/2" GWB BOTH SIDESW8.D2 2X8 WOOD STUDS W/ 1/2" GWB BOTH SIDESROOF ASSEMBLIES - REFERENCE G-001KEY DESCRIPTIONRA-1 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 6" MIN. TAPERED FOAM INSUl. (R-),3/4" ADVANTEK, MIN. 6" TAPERED RIGID INSULATION (R-5/IN), 2X6 STRUCTURALDECKING, GLU-LAM BEAM SYSTEM (REFER TO STRUCTURAL DWGS)RA-2 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 2X6 STRUCTURAL DECKING, GLU-LAM BEAM SYSTEM (REFER TOSTRUCTURAL DWGS)RA-3 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSUALATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAM(R3.7/IN), 16" WOOD TRUSSESRA-4 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAMINSULATION (R-5/IN), 14" WOOD TRUSSESRA-5 STANDING SEAM METAL ROOF, 1/2" DENSEDECK ROOF BOARD, 2X JOISTS TAPEREDTO CREATE SLOPE, 9" OPEN CELL SPRAY FOAM (R-3.7/in)FLOOR ASSEMBLIESKEY DESCRIPTIONFA-1 4" CONCRETE SLAB ON GRADE, 4" COMPACT GRAVELFA-2 4" CONCRETE SLAB ON GRADE, 2" RIGID INSULATION (R-5/IN.), 4" COMPACT GRAVELFA-3 18" FLOOR TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-4 24" WOOD TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-5 2X JOISTS W/ WOOD DECKINGPRE-DEVELOPMENT AVG. GRADE SPOT ELEVATIONS2
320' - 0" 321' - 0" 322' - 0" 323' - 0" 324' - 0" 325' - 0" 326' - 0" 327' - 0" 328' - 0" 329' - 0" 330' - 0" 331' - 0" 332' - 0" 333' - 0" 334' - 0" 335' - 0" 336' - 0" 337' - 0" 338' - 0" 339' - 0" 340'
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341'
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326' - 0" 327' - 0" 328' - 0" 329' - 0" 330' - 0" 331' - 0" 332' - 0" 333' - 0" 3
3
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3
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3
3
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3
3
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339' - 0" 340' - 0" 341' - 0" 331' - 0" 332' - 0" 333'

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334'

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335' - 0" 336' - 0" 337' - 0" 338' - 0" 11B133B355A1A3B4A2C2C1C3B2A-2012A-2024-11' - 2 3/4"-11' - 2 3/4"10'-0"2 3 '-2 1 /8 "
4 8 '-8 "
1 0 '-0 "1 '-0 "
1 3 '-9 1 /8 "
1 7 '-6 1 /4 "
1 3 '-2 "-1' - 6"C12.D3C12.D3C8C8C12.D3C12.D3C12.D3C8.D3S.W6C8.D3C8C8.D3C8.D3S.W4C8C86'-3"12'-6 1/8"7'-3 7/8"24'-2 1/2"11'-3 1/2"16'-0"6'-5"10'-3 1/2"12'-7"51'-10"21'-10"17'-1"2 3 '-2 "16'-0"8'-2 1/2"12'-8"11'-3 1/2"30'-4"2'-0"4'-8"23'-8"2'-0"6'-1 5/8"C8C8C822'-4"7 '-2 7 /8 "
2 '-0 "2 '-0 "GV-1GV-1GV-1CS-133.0105.1105.1105.1033.0105.10-7' - 8 1/4" T.O.W.03.0105.018'-5 7/8"4'-6 3/8"03.0105.0103.0105.0103.0105.0103.0105.0103.0105.0103.0105.0103.0105.0103.0105.0103.0105.0103.0105.01-11' - 2 3/4"-11' - 2 1/4"-10' - 2 1/4"-9' - 10 3/4" T.O.W.-2' - 8"-1' - 5 1/2" T.O.W.0' - 0" T.O.W.-1' - 5 1/2" T.O.W.-1' - 5 1/2" T.O.W.-3' - 0"05.0405.048"TYP.4'-0 1/2"TYP.3 1/2"1 '-4 "4 '-8 "-11' - 2 1/4" T.O.W.C81/4" SLOPE3'-0"08.01-1' - 8 1/4" T.O.W.-1' - 8 1/4" T.O.W.-1' - 8 1/4" T.O.W.-8' - 8 1/4"-12' - 8 1/4" T.O.F.-12' - 8 1/4" T.O.F.C8-12' - 8 1/4" T.O.F.FA-2FA-1FA-1-5' - 0" T.O.F.FA-1FA-1FA-1FA-1-11' - 6 1/4" T.O.F.-13' - 10 1/4" T.O.F.-15' - 2 1/4" T.O.F.-16' - 8 1/4" T.O.F.T.O.F. -15' - 2 1/4"T.O.F. -14' - 6 1/4"-14' - 6 1/4" T.O.F.-14' - 6 1/4" T.O.F.-17' - 8 1/4" T.O.F.-18' - 2 1/4" T.O.F.-15' - 6 1/4" T.O.F.-16' - 2 1/4" T.O.F.T.O.F. -18' - 2 1/4"-18' - 2 1/4" T.O.F.-20' - 2 1/4" T.O.F.-20' - 2 1/4" T.O.F.-17' - 2 1/4" T.O.F.-13' - 9 1/4" T.O.F.SLOPESLOPESLOPESLOPES L O P E
SLO PE-5' - 6" T.O.F.-8' - 5 1/2" T.O.F.-11' - 2 1/4" T.O.F.SLOPE43.5°WM68.093' N 43° 30' 36" W UTILITY POLE79.33' N 26° 31' 48" E26.5°10' SIDE SETBACK30' NEUSE RIVER BASIN SETBACK (ZONE 1)1 8 ' A D D 'L S E T B A CK
55.8' MIN. FRONT SETBACKCHORD -85.09' S 75° 18' 30" WEXISTING EASEMENTEXISTING EASEMENT; TO BE REMOVEDWIMBLETON DR.36 HW8 HW8 HW36 HW36 HW6 HW12 HW18 HW18 HW10 HW18 HW18 HW6 HW18 P10 HW18' ADD'L SETBACKPRO PERTY BO UN DARY -327.18' N 25° 17' 59" W
1 0 ' S I D E S E T B A CK
30 HWP R O P E R T Y B O U N D A R Y -1 8 1 .5 4 ' S 0 8 ° 2 7 ' 2 5 " E
P R O P E R T Y B O U N D A R Y -1 8 1 .5 4 ' S 0 8 ° 2 7 ' 2 5 " E
18'-0"10'-0"10'-0"18'-0"+20' NEUSE RIVER BASIN SETBACK (ZONE 2)2 0 '-0 "4" PERFORATED UNDERGROUND DOWNSPOUT PIPE; DRAIN TO DAYLIGHT; USE SPLASH-PAD AT OUTLET TO DIFFUSE FLOW PRIOR TO NRB ZONE 24" PERFORATED UNDERGROUND DOWNSPOUT PIPE; DRAIN TO DAYLIGHT; USE SPLASH-PAD AT OUTLET TO DIFFUSE FLOW PRIOR TO NRB ZONE 2DECK -257 SFBUILDING -21 SF4" PERFORATED UNDERGROUND DOWNSPOUT PIPE; DRAIN TO DAYLIGHT; USE SPLASH-PAD AT OUTLET TO DIFFUSE FLOW PRIOR TO NRB ZONE 2EXISTING SITE CONTOURS341340339338337336335326325324323322321320319332333334# HW# PWM WATER METER#" D.B.H. PINE TREE#" D.B.H. HARDWOOD TREEADDRESS:1112 WIMBLETON DRIVERALEIGH, NC 27609LOT SIZE:LOT 6 -0.61 ACRES / 26,400 SFZONING:R-4OVERLAY:N/AFLOODZONE:N/ANEIGHBORHOOD:CHESTNUT HILLS, BLOCK DSETBACKS FRONT:55.8' -93' (ALLOWABE RANGE) BACK:30' SIDE:10' (+19' TO INCREASE MAX. ALLOWABLE SIDEWALL HEIGHT)MAX. ALLOWABLE BUILDING HEIGHT:40'ACTUAL BUILDING HEIGHT:??MAX. ALLOWABLE SIDEWALL HEIGHT:40' (22' STANDARD + 18' INCREASE TO SIDE SETBACK)ACTUAL SIDEWALL HEIGHT:??AVERAGE PRE-DEVELOPMENT GRADE:329' -5 5/8"LAND DISTURBANCA AREA: 11,821.33 SF (MUST BE BELOW 12,000 SF -UDO SEC 9.4.4.A.1.d)IMPERVIOUS SURFACE AREA: 5,991.36 OR 23% (MUST BE BELOW 38% -UDO SEC 9.2.2.A.4.a)SITE PLAN NOTES + LEGEND8 HWREMOVE TREELAND DISTURBANCE AREA BOUNDARYRALEIGH,N.C.LOUISW.CHERRY N O RTHCAROLINAREGISTEREDARCHITE CT 4852DRAWN BY:APPROVED BY:OWNERSTRUCTURAL ENGINEERPROJECT NO.:REISSUEGENERAL CONTRACTORLANDSCAPE ARCHITECTSHEET ISSUELOUIS CHERRY, FAIA222 N. BLOODWORTH STREET,RALEIGH, NORTH CAROLINA [e-mail]:LOUIS CHERRY ARCHITECTURERegistered Architectural CorporationNorth CarolinaCHECK SETALISON CROOPLOUIS CHERRYA-102GRADING & FOUNDATION PLAN19131112 Wimbleton Dr.Raleigh, NC 27609Therien ResidenceJOHN & HEATHER THERIEN120 ST. MARY ST.RALEIGH, NC 27605LYSAGHT & ASSOCIATES06-09-201/8" = 1'-0"A-1021GRADING & FOUNDATION PLANNKEYNOTE LEGEND03.00 - CONCRETE03.01 CONCRETE FOOTING - REFER TO STRUCTURAL DWGS05.00 - METALS05.01 STEEL COLUMN - PAINT BLACK05.03 CUSTOM STEEL RAILING; MAIN DECK - REFER TO A-604/1405.04 CUSTOM STEEL RAILING; (PARKING PAD) REFER TO A-604/1505.05 CUSTOM STEEL RAILING; (MAIN STAIR) REFER TO A-604/1305.06 CUSTOM STEEL RAILING (INT - LOWER STAIR); REFER TO A-604/1205.07 CUSTOM STEEL RAILING; (ROOF DECK) REFER TO ???05.08 METAL COPING CAP - WHITE FINISH05.09 METAL COPING CAP - BLACK FINISH05.10 RECT. METAL DOWNSPOUT - WHITE FINISH05.11 RECT. METAL DOWNSPOUT - BLACK FINISH05.12 METAL DRIP EDGE FLASHING05.13 CUSTOM STEEL SCREEN WALL - REFER TO A-60306.00 - WOOD, PLASTICS, COMPOSITES06.01 STUCCO SIDING CONTROL JOINTS06.02 LVL BEAM; REFER TO STRUCTURAL DWGS06.03 GLU-LAM BEAM; REFER TO STRUCTURAL DWGS06.04 WOOD TRUSSES; REFER TO STRUCTURAL DWGS06.05 2X WOOD JOISTS06.06 WOOD STEPS; REFER TO A-603/606.07 EQUIPMENT SCREEN WALL; MUST CONFORM TO UDO SEC 7.2.5.D.4.a07.00 - THERMAL AND MOISTURE PROTECTION07.01 ACOUSTIC INSULATION07.02 OPEN CELL SPRAY FOAM CAVITY INSULATION (R-3.7/IN)07.03 FLOOR - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)07.04 ROOF - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)08.00 - OPENINGS08.01 4" SQUARE OPENING FOR DRAINAGE08.02 WOOD FRAMED INTERIOR GLASS PARTITION; REFER TO A/60208.03 ROOF SCUPPER08.04 SKYLIGHT10.00 - SPECIALTIES10.01 FIREPLACE FLUE; INSTALL PER MANUFACTURER'S SPECS33.00 - UTILITIES33.01 4" SOLID PIPE; DRAIN TO DAYLIGHT MIN. 10' AWAY FROM FOUNDATION33.04 GAS METER33.05 ELECTRICAL METERWALL SCHEDULEKEY DESCRIPTIONEXTERIORB2.W4 2X4 WOOD STUDS W/ P.T. WOOD BOARDS BOTH SIDESC8 8" CAST-IN-PLACE CONCRETEC8.D3 8" CAST-IN-PLACE CONCRETE W/ INSULATION PANELSC12 12" CAST-IN-PLACE CONCRETEC12.D3 12" CAST IN PLACE CONCRETE W/ INSULATION PANELSM.W6 2X4 WOOD STUDS W/ METAL PANELSS.W4 2X4 WOOD STUDS W/ STUCCO SIDINGS.W6 2X6 WOOD STUDS W/ STUCCO SIDINGW.W6 2X6 WOOD STUDS W/ WOOD SIDINGINTERIORG1 SHOWER GLASSG2 WOOD FRAME INTERIOR GLASS PARTITIONW2.D2 2X4 ROTATED WOOD STUDS W/ 1/2" GWB BOTH SIDESW4.D1 2X4 WOOD STUDS W/ 1/2" GWB ONE SIDEW4.D2 2X4 WOOD STUDS W/ 1/2" GWB BOTH SIDESW6.D2 2X6 WOOD STUDS W/ 1/2" GWB BOTH SIDESW8.D2 2X8 WOOD STUDS W/ 1/2" GWB BOTH SIDESROOF ASSEMBLIES - REFERENCE G-001KEY DESCRIPTIONRA-1 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 6" MIN. TAPERED FOAM INSUl. (R-),3/4" ADVANTEK, MIN. 6" TAPERED RIGID INSULATION (R-5/IN), 2X6 STRUCTURALDECKING, GLU-LAM BEAM SYSTEM (REFER TO STRUCTURAL DWGS)RA-2 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 2X6 STRUCTURAL DECKING, GLU-LAM BEAM SYSTEM (REFER TOSTRUCTURAL DWGS)RA-3 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSUALATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAM(R3.7/IN), 16" WOOD TRUSSESRA-4 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAMINSULATION (R-5/IN), 14" WOOD TRUSSESRA-5 STANDING SEAM METAL ROOF, 1/2" DENSEDECK ROOF BOARD, 2X JOISTS TAPEREDTO CREATE SLOPE, 9" OPEN CELL SPRAY FOAM (R-3.7/in)FLOOR ASSEMBLIESKEY DESCRIPTIONFA-1 4" CONCRETE SLAB ON GRADE, 4" COMPACT GRAVELFA-2 4" CONCRETE SLAB ON GRADE, 2" RIGID INSULATION (R-5/IN.), 4" COMPACT GRAVELFA-3 18" FLOOR TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-4 24" WOOD TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-5 2X JOISTS W/ WOOD DECKING
UP 323' - 0" 324' - 0" 325' - 0" 326' - 0" 327' - 0" 328'
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3
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9
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330'
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331' - 0" 332'
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333'
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320' - 0" 321' - 0" 322' - 0" 323' - 0" 324' - 0" 325' - 0" 326' - 0" 327' - 0" 328' - 0" 329' - 0" 330' - 0" 11B133B35544A1A1A3B4A2C2C23A-3011A-3013A-3022A-3012A-3021A-3024A-30220'-11"9'-5"12'-8"8'-2 1/2"17'-1"HOMETHEATRE002HALLWAY001STORAGE003GARAGE00416'-0"35'-6"C1C1C3C32213'-2 1/2"3'-10 1/2"2'-0"6'-1 5/8"4'-0"1'-0"10'-3 1/2"24'-2 1/2"8'-0"4'-8"4'-0"7'-3 1/2"3'-1"5'-10 1/2"21'-4 1/2"2'-0"ACCONDENSORTRASH BINP15 '-6 "
3 '-0 "
3 '-0 "
2 '-6 "
2 '-8 "TRASH BIN1 4 '-0 "3'-7 3/8"6'-0"1 '-6 "5 '-8 7 /8 "3 3 /8 "6 "3'-0"90°75°1 /4 " S L O P E
B2.W4B2.W4C8004aAIR HANDLER 1TANKLESS WHHEAT PUMP 1ELEC PANEL2'-0"9'-10"1'-4 1/4"13'-6"8'-1"6'-0"B005002004b00321'-10"7'-4"27'-0"100°100°90°P2BIKESTORAGE0051'-2 1/4"19'-0"6'-9 3/4"3'-10 1/2"4'-2 1/2"8'-6"1/4" SLOPEC8.D3C12.D3C12.D3C12.D3C12.D3C12.D3W4.D2W6.D2W8.D2W6.D2C8.D3S.W6C8.D3C8.D3C8.D3S.W4S.W4001b001a1'-0"P1ACCONDENSORA-60418'-1 1/2"11'-8 1/2"15'-3 1/2"101eC8-10' - 2 1/4"-11' - 2 3/4"-11' - 2 3/4"3'-2 1/2"3'-9"1A-3202A-3223A-3203A-3223A-3211A-32215A-6042A-3232A-3213A-3231A-323CLEAR3'-10"C86'-5"16'-0"17'-1"27'-5 3/4"1 1 '-2 "90°80°80°5'-4"3'-6"2'-10"2'-7 3/4"W4.D2W2.D2W4.D236"(W) METAL SHELVES2'-9 1/4"18'-1 1/2"2'-9 1/4"S.W6A/V CLOSET (PLACEHOLDER)BUILT-IN CASEWORK30"(W) STORAGE CABINET4'-1 7/8"98.5°90°05.1105.1005.0105.0105.0105.0105.0105.0105.0105.0105.0105.0105.01GV-105.1032'-4"CP-1002b05.1133.0433.05CS-1CS-3CS-14'-0"23'-0"07.0107.0205.06-7' - 8 1/4" T.O.W.-11' - 2 3/4"CS-3GENERATORCS-3B2.W4B2.W46"5'-5"4"3'-6"RALEIGH,N.C.LOUISW.CHERRY N O RTHCAROLINAREGISTEREDARCHITE CT 4852DRAWN BY:APPROVED BY:OWNERSTRUCTURAL ENGINEERPROJECT NO.:REISSUEGENERAL CONTRACTORLANDSCAPE ARCHITECTSHEET ISSUELOUIS CHERRY, FAIA222 N. BLOODWORTH STREET,RALEIGH, NORTH CAROLINA [e-mail]:LOUIS CHERRY ARCHITECTURERegistered Architectural CorporationNorth CarolinaCHECK SETALISON CROOPLOUIS CHERRYA-103BASEMENT PLAN19131112 Wimbleton Dr.Raleigh, NC 27609Therien ResidenceJOHN & HEATHER THERIEN120 ST. MARY ST.RALEIGH, NC 27605LYSAGHT & ASSOCIATES06-09-201/4" = 1'-0"A-1031BASEMENT FLOOR PLANNL REFER TO STRUCTURAL DRAWINGS FOR FOOTING AND STRUCTURAL MEMBER SIZES. REFER TOARCHITECTURAL DRAWINGS FOR LOCATIONS OF STRUCTURAL MEMBERSK PROVIDE SEALANT BETWEEN DISSIMILAR MATERIALS SUCH AS GYPSUM BOARD AND MASONRY,MASONRY AND CONCRETE, COUNTERTOPS AND WALLS, ETC.J VERIFY MOUNTING HEIGHTS OF ACCESSORIES, EQUIPMENT, DOOR HARDWARE, CASEWORK, ETC., ANDPROVIDE SOLID BLOCKING BEHIND ITEMS REQUIRING ANCHORAGE. PROVIDE FIRE TREATED WOODBLOCKING OR METAL STRAPS BETWEEN FRAMING MEMBERS AS REQUIRED TO SUPPORT WEIGHT ANDUSE OF ITEMS TO BE SUPPORTED. WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT ITEMS INACCORDANCE WITH RECOGNIZED INDUSTRY STANDARDS, COORDINATE LOCATIONS WITHMANUFACTURER OR SUPPLIER AND REFER MOUNTING HEIGHT QUESTIONS TO ARCHITECT FORINTERPRETATION.I PROVIDE FINISHED END PANELS, FILLERS, SUPPORTS, ETC. REQUIRED FOR A COMPLETE CABINETRYINSTALLATION. PROVIDE CUTOUTS, ACCESS PANELS AND REMOVABLE COMPONENTS AS REQUIRED BYNEW OR EXISTING CONDITIONS SUCH AS ELECTRICAL OUTLETS, JUNCTION BOXES, CLEANOUTS, ETC.H PROVIDE WATER-RESISTANT GYPSUM BOARD ON WALLS WITH OPERABLE PLUMBING FIXTURESG PROVIDE CONTROL JOINTS (C.J.) IN GYPSUM BOARD WALL CONSTRUCTION AS INDICATED. WHERE NOTSHOWN, PROVIDE MAXIMUM SPACING BETWEEN JOINTS OF 30'-0". VERIFY FINAL CONTROL JOINTLOCATIONS WHETHER OR NOT INDICATED ON THE DRAWINGS WITH ARCHITECT PRIOR TO STARTINGWORK.F COORDINATE EQUIPMENT WORK WITH MANUFACTURERS AND SUPPLIERS TO INSURE PROPERROUGH-IN CLEARANCES FOR INSTALLATION, USE AND MAINTENANCE.E LOCATE INSIDE FACE OF DOOR FRAME JAMBS 6 INCHES FROM FINISH FACE OF ADJACENT WALLSUNLESS NOTED OTHERWISE.D DOOR AND FRAME NUMBERS CORRESPOND TO RESPECTIVE ROOM NUMBERS. IN ROOMS WITHMULTIPLE OPENINGS, A SUFFIX HAS BEEN ADDED TO DOOR NUMBERS, I.E., A101-B.C DO NOT SCALE DRAWINGS. REFER TO DIMENSION QUESTIONS TO ARCHITECT FOR INTERPRETATION.B DIMENSIONS TO NEW CONSTRUCTION ARE TO GRID LINE, FACE OF CONCRETE, OR TO FACE OF STUDUNLESS NOTED OTHERWISE. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTINGWORK AND NOTIFY ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE FOUND BETWEEN CONTRACTDOCUMENTS AND ACTUAL FIELD CONDITIONS.ATHESE GENERAL NOTES APPLY TO ARCHITECTURAL DRAWINGS.GENERAL ARCHITECTURAL NOTESKEYNOTE LEGEND03.00 - CONCRETE03.01 CONCRETE FOOTING - REFER TO STRUCTURAL DWGS05.00 - METALS05.01 STEEL COLUMN - PAINT BLACK05.03 CUSTOM STEEL RAILING; MAIN DECK - REFER TO A-604/1405.04 CUSTOM STEEL RAILING; (PARKING PAD) REFER TO A-604/1505.05 CUSTOM STEEL RAILING; (MAIN STAIR) REFER TO A-604/1305.06 CUSTOM STEEL RAILING (INT - LOWER STAIR); REFER TO A-604/1205.07 CUSTOM STEEL RAILING; (ROOF DECK) REFER TO ???05.08 METAL COPING CAP - WHITE FINISH05.09 METAL COPING CAP - BLACK FINISH05.10 RECT. METAL DOWNSPOUT - WHITE FINISH05.11 RECT. METAL DOWNSPOUT - BLACK FINISH05.12 METAL DRIP EDGE FLASHING05.13 CUSTOM STEEL SCREEN WALL - REFER TO A-60306.00 - WOOD, PLASTICS, COMPOSITES06.01 STUCCO SIDING CONTROL JOINTS06.02 LVL BEAM; REFER TO STRUCTURAL DWGS06.03 GLU-LAM BEAM; REFER TO STRUCTURAL DWGS06.04 WOOD TRUSSES; REFER TO STRUCTURAL DWGS06.05 2X WOOD JOISTS06.06 WOOD STEPS; REFER TO A-603/606.07 EQUIPMENT SCREEN WALL; MUST CONFORM TO UDO SEC 7.2.5.D.4.a07.00 - THERMAL AND MOISTURE PROTECTION07.01 ACOUSTIC INSULATION07.02 OPEN CELL SPRAY FOAM CAVITY INSULATION (R-3.7/IN)07.03 FLOOR - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)07.04 ROOF - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)08.00 - OPENINGS08.01 4" SQUARE OPENING FOR DRAINAGE08.02 WOOD FRAMED INTERIOR GLASS PARTITION; REFER TO A/60208.03 ROOF SCUPPER08.04 SKYLIGHT10.00 - SPECIALTIES10.01 FIREPLACE FLUE; INSTALL PER MANUFACTURER'S SPECS33.00 - UTILITIES33.01 4" SOLID PIPE; DRAIN TO DAYLIGHT MIN. 10' AWAY FROM FOUNDATION33.04 GAS METER33.05 ELECTRICAL METERWALL SCHEDULEKEY DESCRIPTIONEXTERIORB2.W4 2X4 WOOD STUDS W/ P.T. WOOD BOARDS BOTH SIDESC8 8" CAST-IN-PLACE CONCRETEC8.D3 8" CAST-IN-PLACE CONCRETE W/ INSULATION PANELSC12 12" CAST-IN-PLACE CONCRETEC12.D3 12" CAST IN PLACE CONCRETE W/ INSULATION PANELSM.W6 2X4 WOOD STUDS W/ METAL PANELSS.W4 2X4 WOOD STUDS W/ STUCCO SIDINGS.W6 2X6 WOOD STUDS W/ STUCCO SIDINGW.W6 2X6 WOOD STUDS W/ WOOD SIDINGINTERIORG1 SHOWER GLASSG2 WOOD FRAME INTERIOR GLASS PARTITIONW2.D2 2X4 ROTATED WOOD STUDS W/ 1/2" GWB BOTH SIDESW4.D1 2X4 WOOD STUDS W/ 1/2" GWB ONE SIDEW4.D2 2X4 WOOD STUDS W/ 1/2" GWB BOTH SIDESW6.D2 2X6 WOOD STUDS W/ 1/2" GWB BOTH SIDESW8.D2 2X8 WOOD STUDS W/ 1/2" GWB BOTH SIDESAREA SCHEDULE (GROSS)GARAGE 561 SF000 BASEMENT 903 SF100 FIRST FLOOR 2042 SF200 SECOND FLOOR 878 SF4384 SFROOF ASSEMBLIES - REFERENCE G-001KEY DESCRIPTIONRA-1 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 6" MIN. TAPERED FOAM INSUl. (R-),3/4" ADVANTEK, MIN. 6" TAPERED RIGID INSULATION (R-5/IN), 2X6 STRUCTURALDECKING, GLU-LAM BEAM SYSTEM (REFER TO STRUCTURAL DWGS)RA-2 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 2X6 STRUCTURAL DECKING, GLU-LAM BEAM SYSTEM (REFER TOSTRUCTURAL DWGS)RA-3 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSUALATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAM(R3.7/IN), 16" WOOD TRUSSESRA-4 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAMINSULATION (R-5/IN), 14" WOOD TRUSSESRA-5 STANDING SEAM METAL ROOF, 1/2" DENSEDECK ROOF BOARD, 2X JOISTS TAPEREDTO CREATE SLOPE, 9" OPEN CELL SPRAY FOAM (R-3.7/in)FLOOR ASSEMBLIESKEY DESCRIPTIONFA-1 4" CONCRETE SLAB ON GRADE, 4" COMPACT GRAVELFA-2 4" CONCRETE SLAB ON GRADE, 2" RIGID INSULATION (R-5/IN.), 4" COMPACT GRAVELFA-3 18" FLOOR TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-4 24" WOOD TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-5 2X JOISTS W/ WOOD DECKING
DNUPDN11B133B35544A1A3B4A2LIVING105PANTRY102POWDER RM111OFFICE11057'-11"C21 1 '-2 "25'-0 5/8"KITCHEN103DINING ROOM104MASTERBATHROOM108TOILET109HVAC CHASE-FOYER101MASTERCLOSET107MASTERBEDROOM1063A-3011A-3013'-2"7'-4 1/2"6'-6 1/2"COAT CLOSET1125 4 '-0 "3A-3022A-3013'-0"8'-2 1/2"8'-10"1'-11"3'-0"2'-3"4'-11 1/2"17'-1"35'-6"2A-3021A-3024A-3025A-302C122B27 1/8"2 '-8 "
2 '-0 "7'-1"10'-0"5'-0"5 1/8"6'-0"3'-6"3'-0 1/8"9'-0"19'-10"4'-0"10'-8 1/2"6 '-0 "
1 0 '-8 1 /2 "3'-6"3'-7"3 '-9 3 /4 "
3 '-10 "102112111110109108107106a106b10517'-1"16'-0"2 '-6 "
1 5 '-6 "
4 '-0 "
1 4 '-9 1 /4 "
2 '-3 "
6 '-4 3 /4 "
8 '-7 "6'-3"6'-5"12'-8 1/2"9'-4"4'-2"5'-6 1/2"12'-2 1/2"7'-6 1/2"4'-8 7/8"5'-0 5/8"3'-6"3'-9 1/2"4'-1"13'-0"3'-1"W.W6W4.D2W6.D2W6.D2W6.D2W4.D2S.W6W6.D2W6.D2W6.D2W4.D2W6.D2W6.D2W6.D2W4.D2W.W6S.W6S.W6S.W6W.W63'-8 3/8"23'-8"101a101bAFJJJIIGEDHHP3P14P20P5P6P114 '-0 "HEATED FLOORS060308051312110109P19P6P7P7P9A-60424A-6034'-0"B2.W4B2.W45 '-9 "RAISED PLANTER WITH BENCH2 '-0 "1'-6"5'-4"C8C8C8C80' - 0"-1' - 6"-2' - 8"1' - 6"5'-1 1/8"5X5 HSS5'-0"W6.D29'-9 1/2"1A-3202A-3202A-3223A-3203A-3223A-3214A-3204A-3211A-3221A-32114A-6042A-3232A-3213A-3234A-3015A-3011A-3236A-6034'-0 7/8"DROPPED JOISTS IN MASTER BATHP222'-0 1/2"3'-6"4A-322RA-505.0305.01WD-3WD-305.0105.0105.0105.1005.1007.0107.01WD-3GV-108.0205.1105.1105.01A-2217A-2241106.066'-0"4"DRYER VENT;MIN. 3'-0" FROM WINDOW05.13+20' NEUSE RIVER BASIN (ZONE 2)4'-10"11'-9 3/4"9'-7 1/4"DECK -257 SFBUILDING -21 SFRALEIGH,N.C.LOUISW.CHERRY N O RTHCAROLINAREGISTEREDARCHITE CT 4852DRAWN BY:APPROVED BY:OWNERSTRUCTURAL ENGINEERPROJECT NO.:REISSUEGENERAL CONTRACTORLANDSCAPE ARCHITECTSHEET ISSUELOUIS CHERRY, FAIA222 N. BLOODWORTH STREET,RALEIGH, NORTH CAROLINA [e-mail]:LOUIS CHERRY ARCHITECTURERegistered Architectural CorporationNorth CarolinaCHECK SETALISON CROOPLOUIS CHERRYA-104FIRST FLOOR PLAN19131112 Wimbleton Dr.Raleigh, NC 27609Therien ResidenceJOHN & HEATHER THERIEN120 ST. MARY ST.RALEIGH, NC 27605LYSAGHT & ASSOCIATES06-09-201/4" = 1'-0"A-1041FIRST FLOOR PLANNL REFER TO STRUCTURAL DRAWINGS FOR FOOTING AND STRUCTURAL MEMBER SIZES. REFER TOARCHITECTURAL DRAWINGS FOR LOCATIONS OF STRUCTURAL MEMBERSK PROVIDE SEALANT BETWEEN DISSIMILAR MATERIALS SUCH AS GYPSUM BOARD AND MASONRY,MASONRY AND CONCRETE, COUNTERTOPS AND WALLS, ETC.J VERIFY MOUNTING HEIGHTS OF ACCESSORIES, EQUIPMENT, DOOR HARDWARE, CASEWORK, ETC., ANDPROVIDE SOLID BLOCKING BEHIND ITEMS REQUIRING ANCHORAGE. PROVIDE FIRE TREATED WOODBLOCKING OR METAL STRAPS BETWEEN FRAMING MEMBERS AS REQUIRED TO SUPPORT WEIGHT ANDUSE OF ITEMS TO BE SUPPORTED. WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT ITEMS INACCORDANCE WITH RECOGNIZED INDUSTRY STANDARDS, COORDINATE LOCATIONS WITHMANUFACTURER OR SUPPLIER AND REFER MOUNTING HEIGHT QUESTIONS TO ARCHITECT FORINTERPRETATION.I PROVIDE FINISHED END PANELS, FILLERS, SUPPORTS, ETC. REQUIRED FOR A COMPLETE CABINETRYINSTALLATION. PROVIDE CUTOUTS, ACCESS PANELS AND REMOVABLE COMPONENTS AS REQUIRED BYNEW OR EXISTING CONDITIONS SUCH AS ELECTRICAL OUTLETS, JUNCTION BOXES, CLEANOUTS, ETC.H PROVIDE WATER-RESISTANT GYPSUM BOARD ON WALLS WITH OPERABLE PLUMBING FIXTURESG PROVIDE CONTROL JOINTS (C.J.) IN GYPSUM BOARD WALL CONSTRUCTION AS INDICATED. WHERE NOTSHOWN, PROVIDE MAXIMUM SPACING BETWEEN JOINTS OF 30'-0". VERIFY FINAL CONTROL JOINTLOCATIONS WHETHER OR NOT INDICATED ON THE DRAWINGS WITH ARCHITECT PRIOR TO STARTINGWORK.F COORDINATE EQUIPMENT WORK WITH MANUFACTURERS AND SUPPLIERS TO INSURE PROPERROUGH-IN CLEARANCES FOR INSTALLATION, USE AND MAINTENANCE.E LOCATE INSIDE FACE OF DOOR FRAME JAMBS 6 INCHES FROM FINISH FACE OF ADJACENT WALLSUNLESS NOTED OTHERWISE.D DOOR AND FRAME NUMBERS CORRESPOND TO RESPECTIVE ROOM NUMBERS. IN ROOMS WITHMULTIPLE OPENINGS, A SUFFIX HAS BEEN ADDED TO DOOR NUMBERS, I.E., A101-B.C DO NOT SCALE DRAWINGS. REFER TO DIMENSION QUESTIONS TO ARCHITECT FOR INTERPRETATION.B DIMENSIONS TO NEW CONSTRUCTION ARE TO GRID LINE, FACE OF CONCRETE, OR TO FACE OF STUDUNLESS NOTED OTHERWISE. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTINGWORK AND NOTIFY ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE FOUND BETWEEN CONTRACTDOCUMENTS AND ACTUAL FIELD CONDITIONS.ATHESE GENERAL NOTES APPLY TO ARCHITECTURAL DRAWINGS.GENERAL ARCHITECTURAL NOTESKEYNOTE LEGEND03.00 - CONCRETE03.01 CONCRETE FOOTING - REFER TO STRUCTURAL DWGS05.00 - METALS05.01 STEEL COLUMN - PAINT BLACK05.03 CUSTOM STEEL RAILING; MAIN DECK - REFER TO A-604/1405.04 CUSTOM STEEL RAILING; (PARKING PAD) REFER TO A-604/1505.05 CUSTOM STEEL RAILING; (MAIN STAIR) REFER TO A-604/1305.06 CUSTOM STEEL RAILING (INT - LOWER STAIR); REFER TO A-604/1205.07 CUSTOM STEEL RAILING; (ROOF DECK) REFER TO ???05.08 METAL COPING CAP - WHITE FINISH05.09 METAL COPING CAP - BLACK FINISH05.10 RECT. METAL DOWNSPOUT - WHITE FINISH05.11 RECT. METAL DOWNSPOUT - BLACK FINISH05.12 METAL DRIP EDGE FLASHING05.13 CUSTOM STEEL SCREEN WALL - REFER TO A-60306.00 - WOOD, PLASTICS, COMPOSITES06.01 STUCCO SIDING CONTROL JOINTS06.02 LVL BEAM; REFER TO STRUCTURAL DWGS06.03 GLU-LAM BEAM; REFER TO STRUCTURAL DWGS06.04 WOOD TRUSSES; REFER TO STRUCTURAL DWGS06.05 2X WOOD JOISTS06.06 WOOD STEPS; REFER TO A-603/606.07 EQUIPMENT SCREEN WALL; MUST CONFORM TO UDO SEC 7.2.5.D.4.a07.00 - THERMAL AND MOISTURE PROTECTION07.01 ACOUSTIC INSULATION07.02 OPEN CELL SPRAY FOAM CAVITY INSULATION (R-3.7/IN)07.03 FLOOR - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)07.04 ROOF - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)08.00 - OPENINGS08.01 4" SQUARE OPENING FOR DRAINAGE08.02 WOOD FRAMED INTERIOR GLASS PARTITION; REFER TO A/60208.03 ROOF SCUPPER08.04 SKYLIGHT10.00 - SPECIALTIES10.01 FIREPLACE FLUE; INSTALL PER MANUFACTURER'S SPECS33.00 - UTILITIES33.01 4" SOLID PIPE; DRAIN TO DAYLIGHT MIN. 10' AWAY FROM FOUNDATION33.04 GAS METER33.05 ELECTRICAL METERWALL SCHEDULEKEY DESCRIPTIONEXTERIORB2.W4 2X4 WOOD STUDS W/ P.T. WOOD BOARDS BOTH SIDESC8 8" CAST-IN-PLACE CONCRETEC8.D3 8" CAST-IN-PLACE CONCRETE W/ INSULATION PANELSC12 12" CAST-IN-PLACE CONCRETEC12.D3 12" CAST IN PLACE CONCRETE W/ INSULATION PANELSM.W6 2X4 WOOD STUDS W/ METAL PANELSS.W4 2X4 WOOD STUDS W/ STUCCO SIDINGS.W6 2X6 WOOD STUDS W/ STUCCO SIDINGW.W6 2X6 WOOD STUDS W/ WOOD SIDINGINTERIORG1 SHOWER GLASSG2 WOOD FRAME INTERIOR GLASS PARTITIONW2.D2 2X4 ROTATED WOOD STUDS W/ 1/2" GWB BOTH SIDESW4.D1 2X4 WOOD STUDS W/ 1/2" GWB ONE SIDEW4.D2 2X4 WOOD STUDS W/ 1/2" GWB BOTH SIDESW6.D2 2X6 WOOD STUDS W/ 1/2" GWB BOTH SIDESW8.D2 2X8 WOOD STUDS W/ 1/2" GWB BOTH SIDESAREA SCHEDULE (GROSS)GARAGE 561 SF000 BASEMENT 903 SF100 FIRST FLOOR 2042 SF200 SECOND FLOOR 878 SF4384 SFROOF ASSEMBLIES - REFERENCE G-001KEY DESCRIPTIONRA-1 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 6" MIN. TAPERED FOAM INSUl. (R-),3/4" ADVANTEK, MIN. 6" TAPERED RIGID INSULATION (R-5/IN), 2X6 STRUCTURALDECKING, GLU-LAM BEAM SYSTEM (REFER TO STRUCTURAL DWGS)RA-2 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 2X6 STRUCTURAL DECKING, GLU-LAM BEAM SYSTEM (REFER TOSTRUCTURAL DWGS)RA-3 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSUALATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAM(R3.7/IN), 16" WOOD TRUSSESRA-4 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAMINSULATION (R-5/IN), 14" WOOD TRUSSESRA-5 STANDING SEAM METAL ROOF, 1/2" DENSEDECK ROOF BOARD, 2X JOISTS TAPEREDTO CREATE SLOPE, 9" OPEN CELL SPRAY FOAM (R-3.7/in)FLOOR ASSEMBLIESKEY DESCRIPTIONFA-1 4" CONCRETE SLAB ON GRADE, 4" COMPACT GRAVELFA-2 4" CONCRETE SLAB ON GRADE, 2" RIGID INSULATION (R-5/IN.), 4" COMPACT GRAVELFA-3 18" FLOOR TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-4 24" WOOD TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-5 2X JOISTS W/ WOOD DECKING
DN11B133B35544A1A3B4A2C2C23A-3011A-3013A-3022A-3012A-3021A-3024A-3025A-3027'-6 1/2"35'-6"9'-4"12'-9"7'-6 1/2"28'-1"7'-5"9'-4"12'-9"17'-1"GUEST BED 1202GUESTBATHROOM203CLOSET206HALLWAY201C1C122B2GUEST BED 2205201202203a203b204206205GUEST TOILET2044'-11 1/2"2'-6"5'-1 1/2"5'-5"1'-0 1/2"3'-10"5'-4 1/2"2'-6"4'-9"22'-1"43'-0 1/2"5'-3 5/8"4'-0 3/8"5'-5 5/8"2'-0 7/8"4'-5"6'-3"6'-0 1/2"W6.D2W6.D2W6.D2W6.D2S.W6S.W6S.W6S.W6S.W6S.W6W4.D2W4.D2W4.D2KLLLEDBEDP18P15P16P15P16P14P11A-603A-60434A-603SECOND FLOOR HVAC EQUIPMENT10'-6 1/2"10'-7"2'-7"3'-5"W6.D2W6.D2W4.D1W4.D1TOP OF WALL = 3'-3" A.F.F.1A-3202A-3202A-3223A-3203A-3214A-3204A-3211A-3213A-3231'-4 1/2"5'-3 3/4"2'-7 3/4"1A-3243A-3244A-32205.0705.0805.1007.0105.1005.0505.07WD-510.01RA-2RA-1RA-24'-2"05.0905.085A-321+20' NEUSE RIVER BASIN (ZONE 2)DECK -257 SFBUILDING -21 SFRALEIGH,N.C.LOUISW.CHERRY N O RTHCAROLINAREGISTEREDARCHITE CT 4852DRAWN BY:APPROVED BY:OWNERSTRUCTURAL ENGINEERPROJECT NO.:REISSUEGENERAL CONTRACTORLANDSCAPE ARCHITECTSHEET ISSUELOUIS CHERRY, FAIA222 N. BLOODWORTH STREET,RALEIGH, NORTH CAROLINA [e-mail]:LOUIS CHERRY ARCHITECTURERegistered Architectural CorporationNorth CarolinaCHECK SETALISON CROOPLOUIS CHERRYA-105SECOND FLOOR PLAN19131112 Wimbleton Dr.Raleigh, NC 27609Therien ResidenceJOHN & HEATHER THERIEN120 ST. MARY ST.RALEIGH, NC 27605LYSAGHT & ASSOCIATES06-09-201/4" = 1'-0"A-1051SECOND FLOOR PLANNL REFER TO STRUCTURAL DRAWINGS FOR FOOTING AND STRUCTURAL MEMBER SIZES. REFER TOARCHITECTURAL DRAWINGS FOR LOCATIONS OF STRUCTURAL MEMBERSK PROVIDE SEALANT BETWEEN DISSIMILAR MATERIALS SUCH AS GYPSUM BOARD AND MASONRY,MASONRY AND CONCRETE, COUNTERTOPS AND WALLS, ETC.J VERIFY MOUNTING HEIGHTS OF ACCESSORIES, EQUIPMENT, DOOR HARDWARE, CASEWORK, ETC., ANDPROVIDE SOLID BLOCKING BEHIND ITEMS REQUIRING ANCHORAGE. PROVIDE FIRE TREATED WOODBLOCKING OR METAL STRAPS BETWEEN FRAMING MEMBERS AS REQUIRED TO SUPPORT WEIGHT ANDUSE OF ITEMS TO BE SUPPORTED. WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT ITEMS INACCORDANCE WITH RECOGNIZED INDUSTRY STANDARDS, COORDINATE LOCATIONS WITHMANUFACTURER OR SUPPLIER AND REFER MOUNTING HEIGHT QUESTIONS TO ARCHITECT FORINTERPRETATION.I PROVIDE FINISHED END PANELS, FILLERS, SUPPORTS, ETC. REQUIRED FOR A COMPLETE CABINETRYINSTALLATION. PROVIDE CUTOUTS, ACCESS PANELS AND REMOVABLE COMPONENTS AS REQUIRED BYNEW OR EXISTING CONDITIONS SUCH AS ELECTRICAL OUTLETS, JUNCTION BOXES, CLEANOUTS, ETC.H PROVIDE WATER-RESISTANT GYPSUM BOARD ON WALLS WITH OPERABLE PLUMBING FIXTURESG PROVIDE CONTROL JOINTS (C.J.) IN GYPSUM BOARD WALL CONSTRUCTION AS INDICATED. WHERE NOTSHOWN, PROVIDE MAXIMUM SPACING BETWEEN JOINTS OF 30'-0". VERIFY FINAL CONTROL JOINTLOCATIONS WHETHER OR NOT INDICATED ON THE DRAWINGS WITH ARCHITECT PRIOR TO STARTINGWORK.F COORDINATE EQUIPMENT WORK WITH MANUFACTURERS AND SUPPLIERS TO INSURE PROPERROUGH-IN CLEARANCES FOR INSTALLATION, USE AND MAINTENANCE.E LOCATE INSIDE FACE OF DOOR FRAME JAMBS 6 INCHES FROM FINISH FACE OF ADJACENT WALLSUNLESS NOTED OTHERWISE.D DOOR AND FRAME NUMBERS CORRESPOND TO RESPECTIVE ROOM NUMBERS. IN ROOMS WITHMULTIPLE OPENINGS, A SUFFIX HAS BEEN ADDED TO DOOR NUMBERS, I.E., A101-B.C DO NOT SCALE DRAWINGS. REFER TO DIMENSION QUESTIONS TO ARCHITECT FOR INTERPRETATION.B DIMENSIONS TO NEW CONSTRUCTION ARE TO GRID LINE, FACE OF CONCRETE, OR TO FACE OF STUDUNLESS NOTED OTHERWISE. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTINGWORK AND NOTIFY ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE FOUND BETWEEN CONTRACTDOCUMENTS AND ACTUAL FIELD CONDITIONS.ATHESE GENERAL NOTES APPLY TO ARCHITECTURAL DRAWINGS.GENERAL ARCHITECTURAL NOTESKEYNOTE LEGEND03.00 - CONCRETE03.01 CONCRETE FOOTING - REFER TO STRUCTURAL DWGS05.00 - METALS05.01 STEEL COLUMN - PAINT BLACK05.03 CUSTOM STEEL RAILING; MAIN DECK - REFER TO A-604/1405.04 CUSTOM STEEL RAILING; (PARKING PAD) REFER TO A-604/1505.05 CUSTOM STEEL RAILING; (MAIN STAIR) REFER TO A-604/1305.06 CUSTOM STEEL RAILING (INT - LOWER STAIR); REFER TO A-604/1205.07 CUSTOM STEEL RAILING; (ROOF DECK) REFER TO ???05.08 METAL COPING CAP - WHITE FINISH05.09 METAL COPING CAP - BLACK FINISH05.10 RECT. METAL DOWNSPOUT - WHITE FINISH05.11 RECT. METAL DOWNSPOUT - BLACK FINISH05.12 METAL DRIP EDGE FLASHING05.13 CUSTOM STEEL SCREEN WALL - REFER TO A-60306.00 - WOOD, PLASTICS, COMPOSITES06.01 STUCCO SIDING CONTROL JOINTS06.02 LVL BEAM; REFER TO STRUCTURAL DWGS06.03 GLU-LAM BEAM; REFER TO STRUCTURAL DWGS06.04 WOOD TRUSSES; REFER TO STRUCTURAL DWGS06.05 2X WOOD JOISTS06.06 WOOD STEPS; REFER TO A-603/606.07 EQUIPMENT SCREEN WALL; MUST CONFORM TO UDO SEC 7.2.5.D.4.a07.00 - THERMAL AND MOISTURE PROTECTION07.01 ACOUSTIC INSULATION07.02 OPEN CELL SPRAY FOAM CAVITY INSULATION (R-3.7/IN)07.03 FLOOR - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)07.04 ROOF - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)08.00 - OPENINGS08.01 4" SQUARE OPENING FOR DRAINAGE08.02 WOOD FRAMED INTERIOR GLASS PARTITION; REFER TO A/60208.03 ROOF SCUPPER08.04 SKYLIGHT10.00 - SPECIALTIES10.01 FIREPLACE FLUE; INSTALL PER MANUFACTURER'S SPECS33.00 - UTILITIES33.01 4" SOLID PIPE; DRAIN TO DAYLIGHT MIN. 10' AWAY FROM FOUNDATION33.04 GAS METER33.05 ELECTRICAL METERWALL SCHEDULEKEY DESCRIPTIONEXTERIORB2.W4 2X4 WOOD STUDS W/ P.T. WOOD BOARDS BOTH SIDESC8 8" CAST-IN-PLACE CONCRETEC8.D3 8" CAST-IN-PLACE CONCRETE W/ INSULATION PANELSC12 12" CAST-IN-PLACE CONCRETEC12.D3 12" CAST IN PLACE CONCRETE W/ INSULATION PANELSM.W6 2X4 WOOD STUDS W/ METAL PANELSS.W4 2X4 WOOD STUDS W/ STUCCO SIDINGS.W6 2X6 WOOD STUDS W/ STUCCO SIDINGW.W6 2X6 WOOD STUDS W/ WOOD SIDINGINTERIORG1 SHOWER GLASSG2 WOOD FRAME INTERIOR GLASS PARTITIONW2.D2 2X4 ROTATED WOOD STUDS W/ 1/2" GWB BOTH SIDESW4.D1 2X4 WOOD STUDS W/ 1/2" GWB ONE SIDEW4.D2 2X4 WOOD STUDS W/ 1/2" GWB BOTH SIDESW6.D2 2X6 WOOD STUDS W/ 1/2" GWB BOTH SIDESW8.D2 2X8 WOOD STUDS W/ 1/2" GWB BOTH SIDESAREA SCHEDULE (GROSS)GARAGE 561 SF000 BASEMENT 903 SF100 FIRST FLOOR 2042 SF200 SECOND FLOOR 878 SF4384 SFROOF ASSEMBLIES - REFERENCE G-001KEY DESCRIPTIONRA-1 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 6" MIN. TAPERED FOAM INSUl. (R-),3/4" ADVANTEK, MIN. 6" TAPERED RIGID INSULATION (R-5/IN), 2X6 STRUCTURALDECKING, GLU-LAM BEAM SYSTEM (REFER TO STRUCTURAL DWGS)RA-2 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 2X6 STRUCTURAL DECKING, GLU-LAM BEAM SYSTEM (REFER TOSTRUCTURAL DWGS)RA-3 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSUALATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAM(R3.7/IN), 16" WOOD TRUSSESRA-4 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAMINSULATION (R-5/IN), 14" WOOD TRUSSESRA-5 STANDING SEAM METAL ROOF, 1/2" DENSEDECK ROOF BOARD, 2X JOISTS TAPEREDTO CREATE SLOPE, 9" OPEN CELL SPRAY FOAM (R-3.7/in)FLOOR ASSEMBLIESKEY DESCRIPTIONFA-1 4" CONCRETE SLAB ON GRADE, 4" COMPACT GRAVELFA-2 4" CONCRETE SLAB ON GRADE, 2" RIGID INSULATION (R-5/IN.), 4" COMPACT GRAVELFA-3 18" FLOOR TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-4 24" WOOD TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-5 2X JOISTS W/ WOOD DECKING
DN11B133B35544A1A3B4A2C23A-3011A-3013A-3022A-3012A-3021A-3024A-3025A-30210'-0"22B23'-5 3/8"1 0 '-2 "
1 '-2 "
3 3 '-3 1 /2 "
2 0 '-6 1 /2 "
6 5 '-2 "27'-5 7/8"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"M.W6M.W6M.W66'-5"17'-1"16'-0"26'-1 5/8"6'-5 3/8"1 1 '-2 "
5 4 '-0 "S.W6S.W65'-0"4'-4"12'-9"8'-5 1/2"7'-6 1/2"8'-5 1/2"2A-3202A-3223A-3203A-3223A-3214A-3204A-3211A-3213A-3231A-323RA-1RA-29'-6"RA-2M.W6M.W6M.W61A-3243A-32445°45°11'-10 1/4"4A-322RA-305.101/4" / 12"08.0305.1105.1105.073'-0"3'-0"3'-0"3'-0"3'-0"1'-7 3/4"3'-0"3'-0"3'-0"3'-0"3'-0"RA-2+20' NEUSE RIVER BASIN (ZONE 2)DECK -257 SFBUILDING -21 SFRALEIGH,N.C.LOUISW.CHERRY N O RTHCAROLINAREGISTEREDARCHITE CT 4852DRAWN BY:APPROVED BY:OWNERSTRUCTURAL ENGINEERPROJECT NO.:REISSUEGENERAL CONTRACTORLANDSCAPE ARCHITECTSHEET ISSUELOUIS CHERRY, FAIA222 N. BLOODWORTH STREET,RALEIGH, NORTH CAROLINA [e-mail]:LOUIS CHERRY ARCHITECTURERegistered Architectural CorporationNorth CarolinaCHECK SETALISON CROOPLOUIS CHERRYA-106ROOF PLAN -119131112 Wimbleton Dr.Raleigh, NC 27609Therien ResidenceJOHN & HEATHER THERIEN120 ST. MARY ST.RALEIGH, NC 27605LYSAGHT & ASSOCIATES06-09-201/4" = 1'-0"A-1061ROOF PLAN - FIRST FLOORH PER NCPC TABLE 1106.2(2) - A 3X4 DOWNSPOUT @ 4"/HR RAINFALLCAN SERVE A HORIZONTALLY PROJECTED ROOF AREA UPTO 3,300 SFG CAP FASTENERS THAT PENETRATE ROOF DECK IN AREAS NOTCONCEALED BY CEILINGS WITH WIRE NUTS OR OTHER MEANSACCEPTABLE TO ARCHITECT UNLESS OTHERWISE INDICATED. AREASSUCH AS JANITOR CLOSETS, STORAGE ROOMS, MECHANICAL ANDELECTRICAL EQUIPMENT ROOMS, ETC., ARE EXEMPT FROM THIS...F PAINT EXTERIOR LADDERS, BRACKETS, ETC., UNLESS NOTED OTHERWISE.(REFER TO FINISH PLANS FOR PAINT COLORS)E NEW BLOCKING SHALL BE PRESSURE-TREATED WOOD.D REPAIR AND REPLACE ROOFING SYSTEM OR STRUCTURE DAMAGED BYIMPROPER STORAGE, CONSTRUCTION ACTIVITIES, OR LACK OFADEQUATE TEMPORARY PROTECTION. THIS ALSO INCLUDES INTERIORDAMAGE TO FINISHES, EQUIPMENT, FURNISHINGS, ETC., RESULTING...C VERIFY AND MAINTAIN ROOF SLOPES AND DRAINAGE PATTERNS. TESTFOR AND CORRECT ANY PONDING CONDITIONS.B VERIFY SIZE, LOCATION AND NUMBER OF ROOF PENETRATIONSINCLUDING VENTS, PIPES, CURBS, ROOF DRAINS, CONDUITS, ETC.PROVIDE NEW FLASHING AND SEAL PENETRATIONS WHETHER OR NOT...A THESE GENERAL NOTES APPLY TO ROOF DRAWINGS.GENERAL ROOFING NOTESNKEYNOTE LEGEND03.00 - CONCRETE03.01 CONCRETE FOOTING - REFER TO STRUCTURAL DWGS05.00 - METALS05.01 STEEL COLUMN - PAINT BLACK05.03 CUSTOM STEEL RAILING; MAIN DECK - REFER TO A-604/1405.04 CUSTOM STEEL RAILING; (PARKING PAD) REFER TO A-604/1505.05 CUSTOM STEEL RAILING; (MAIN STAIR) REFER TO A-604/1305.06 CUSTOM STEEL RAILING (INT - LOWER STAIR); REFER TO A-604/1205.07 CUSTOM STEEL RAILING; (ROOF DECK) REFER TO ???05.08 METAL COPING CAP - WHITE FINISH05.09 METAL COPING CAP - BLACK FINISH05.10 RECT. METAL DOWNSPOUT - WHITE FINISH05.11 RECT. METAL DOWNSPOUT - BLACK FINISH05.12 METAL DRIP EDGE FLASHING05.13 CUSTOM STEEL SCREEN WALL - REFER TO A-60306.00 - WOOD, PLASTICS, COMPOSITES06.01 STUCCO SIDING CONTROL JOINTS06.02 LVL BEAM; REFER TO STRUCTURAL DWGS06.03 GLU-LAM BEAM; REFER TO STRUCTURAL DWGS06.04 WOOD TRUSSES; REFER TO STRUCTURAL DWGS06.05 2X WOOD JOISTS06.06 WOOD STEPS; REFER TO A-603/606.07 EQUIPMENT SCREEN WALL; MUST CONFORM TO UDO SEC 7.2.5.D.4.a07.00 - THERMAL AND MOISTURE PROTECTION07.01 ACOUSTIC INSULATION07.02 OPEN CELL SPRAY FOAM CAVITY INSULATION (R-3.7/IN)07.03 FLOOR - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)07.04 ROOF - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)08.00 - OPENINGS08.01 4" SQUARE OPENING FOR DRAINAGE08.02 WOOD FRAMED INTERIOR GLASS PARTITION; REFER TO A/60208.03 ROOF SCUPPER08.04 SKYLIGHT10.00 - SPECIALTIES10.01 FIREPLACE FLUE; INSTALL PER MANUFACTURER'S SPECS33.00 - UTILITIES33.01 4" SOLID PIPE; DRAIN TO DAYLIGHT MIN. 10' AWAY FROM FOUNDATION33.04 GAS METER33.05 ELECTRICAL METERWALL SCHEDULEKEY DESCRIPTIONEXTERIORB2.W4 2X4 WOOD STUDS W/ P.T. WOOD BOARDS BOTH SIDESC8 8" CAST-IN-PLACE CONCRETEC8.D3 8" CAST-IN-PLACE CONCRETE W/ INSULATION PANELSC12 12" CAST-IN-PLACE CONCRETEC12.D3 12" CAST IN PLACE CONCRETE W/ INSULATION PANELSM.W6 2X4 WOOD STUDS W/ METAL PANELSS.W4 2X4 WOOD STUDS W/ STUCCO SIDINGS.W6 2X6 WOOD STUDS W/ STUCCO SIDINGW.W6 2X6 WOOD STUDS W/ WOOD SIDINGINTERIORG1 SHOWER GLASSG2 WOOD FRAME INTERIOR GLASS PARTITIONW2.D2 2X4 ROTATED WOOD STUDS W/ 1/2" GWB BOTH SIDESW4.D1 2X4 WOOD STUDS W/ 1/2" GWB ONE SIDEW4.D2 2X4 WOOD STUDS W/ 1/2" GWB BOTH SIDESW6.D2 2X6 WOOD STUDS W/ 1/2" GWB BOTH SIDESW8.D2 2X8 WOOD STUDS W/ 1/2" GWB BOTH SIDESAREA SCHEDULE (GROSS)GARAGE 561 SF000 BASEMENT 903 SF100 FIRST FLOOR 2042 SF200 SECOND FLOOR 878 SF4384 SFROOF ASSEMBLIES - REFERENCE G-001KEY DESCRIPTIONRA-1 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 6" MIN. TAPERED FOAM INSUl. (R-),3/4" ADVANTEK, MIN. 6" TAPERED RIGID INSULATION (R-5/IN), 2X6 STRUCTURALDECKING, GLU-LAM BEAM SYSTEM (REFER TO STRUCTURAL DWGS)RA-2 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 2X6 STRUCTURAL DECKING, GLU-LAM BEAM SYSTEM (REFER TOSTRUCTURAL DWGS)RA-3 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSUALATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAM(R3.7/IN), 16" WOOD TRUSSESRA-4 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAMINSULATION (R-5/IN), 14" WOOD TRUSSESRA-5 STANDING SEAM METAL ROOF, 1/2" DENSEDECK ROOF BOARD, 2X JOISTS TAPEREDTO CREATE SLOPE, 9" OPEN CELL SPRAY FOAM (R-3.7/in)FLOOR ASSEMBLIESKEY DESCRIPTIONFA-1 4" CONCRETE SLAB ON GRADE, 4" COMPACT GRAVELFA-2 4" CONCRETE SLAB ON GRADE, 2" RIGID INSULATION (R-5/IN.), 4" COMPACT GRAVELFA-3 18" FLOOR TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-4 24" WOOD TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-5 2X JOISTS W/ WOOD DECKING
11B133B35544A3B4A2C21A-3013A-3022A-3012A-3024A-3025A-3022B2FIREPLACE FLUE4'-6 3/4"17'-6 1/4"27'-2"15'-10 1/2"7'-5 7/8"18'-2 1/4"17'-4 3/8"5'-0"17'-1"43'-0 1/2"1/4" / 12"1/4" / 12"22'-1"1/4" / 12"S.W6S.W6S.W6S.W61A-3202A-3202A-3213A-323RA-41 /4 " / 1 2 "1/4" / 12"3A-3245A-32105.1005.0805.0805.0805.08RA-41'-9 1/8"1'-7 1/2"+20' NEUSE RIVER BASIN (ZONE 2)DECK -257 SFBUILDING -21 SFRALEIGH,N.C.LOUISW.CHERRY N O RTHCAROLINAREGISTEREDARCHITE CT 4852DRAWN BY:APPROVED BY:OWNERSTRUCTURAL ENGINEERPROJECT NO.:REISSUEGENERAL CONTRACTORLANDSCAPE ARCHITECTSHEET ISSUELOUIS CHERRY, FAIA222 N. BLOODWORTH STREET,RALEIGH, NORTH CAROLINA [e-mail]:LOUIS CHERRY ARCHITECTURERegistered Architectural CorporationNorth CarolinaCHECK SETALISON CROOPLOUIS CHERRYA-107ROOF PLAN -219131112 Wimbleton Dr.Raleigh, NC 27609Therien ResidenceJOHN & HEATHER THERIEN120 ST. MARY ST.RALEIGH, NC 27605LYSAGHT & ASSOCIATES06-09-201/4" = 1'-0"A-1071ROOF PLAN - SECOND FLOORNH PER NCPC TABLE 1106.2(2) - A 3X4 DOWNSPOUT @ 4"/HR RAINFALLCAN SERVE A HORIZONTALLY PROJECTED ROOF AREA UPTO 3,300 SFG CAP FASTENERS THAT PENETRATE ROOF DECK IN AREAS NOTCONCEALED BY CEILINGS WITH WIRE NUTS OR OTHER MEANSACCEPTABLE TO ARCHITECT UNLESS OTHERWISE INDICATED. AREASSUCH AS JANITOR CLOSETS, STORAGE ROOMS, MECHANICAL ANDELECTRICAL EQUIPMENT ROOMS, ETC., ARE EXEMPT FROM THIS...F PAINT EXTERIOR LADDERS, BRACKETS, ETC., UNLESS NOTED OTHERWISE.(REFER TO FINISH PLANS FOR PAINT COLORS)E NEW BLOCKING SHALL BE PRESSURE-TREATED WOOD.D REPAIR AND REPLACE ROOFING SYSTEM OR STRUCTURE DAMAGED BYIMPROPER STORAGE, CONSTRUCTION ACTIVITIES, OR LACK OFADEQUATE TEMPORARY PROTECTION. THIS ALSO INCLUDES INTERIORDAMAGE TO FINISHES, EQUIPMENT, FURNISHINGS, ETC., RESULTING...C VERIFY AND MAINTAIN ROOF SLOPES AND DRAINAGE PATTERNS. TESTFOR AND CORRECT ANY PONDING CONDITIONS.B VERIFY SIZE, LOCATION AND NUMBER OF ROOF PENETRATIONSINCLUDING VENTS, PIPES, CURBS, ROOF DRAINS, CONDUITS, ETC.PROVIDE NEW FLASHING AND SEAL PENETRATIONS WHETHER OR NOT...A THESE GENERAL NOTES APPLY TO ROOF DRAWINGS.GENERAL ROOFING NOTESKEYNOTE LEGEND03.00 - CONCRETE03.01 CONCRETE FOOTING - REFER TO STRUCTURAL DWGS05.00 - METALS05.01 STEEL COLUMN - PAINT BLACK05.03 CUSTOM STEEL RAILING; MAIN DECK - REFER TO A-604/1405.04 CUSTOM STEEL RAILING; (PARKING PAD) REFER TO A-604/1505.05 CUSTOM STEEL RAILING; (MAIN STAIR) REFER TO A-604/1305.06 CUSTOM STEEL RAILING (INT - LOWER STAIR); REFER TO A-604/1205.07 CUSTOM STEEL RAILING; (ROOF DECK) REFER TO ???05.08 METAL COPING CAP - WHITE FINISH05.09 METAL COPING CAP - BLACK FINISH05.10 RECT. METAL DOWNSPOUT - WHITE FINISH05.11 RECT. METAL DOWNSPOUT - BLACK FINISH05.12 METAL DRIP EDGE FLASHING05.13 CUSTOM STEEL SCREEN WALL - REFER TO A-60306.00 - WOOD, PLASTICS, COMPOSITES06.01 STUCCO SIDING CONTROL JOINTS06.02 LVL BEAM; REFER TO STRUCTURAL DWGS06.03 GLU-LAM BEAM; REFER TO STRUCTURAL DWGS06.04 WOOD TRUSSES; REFER TO STRUCTURAL DWGS06.05 2X WOOD JOISTS06.06 WOOD STEPS; REFER TO A-603/606.07 EQUIPMENT SCREEN WALL; MUST CONFORM TO UDO SEC 7.2.5.D.4.a07.00 - THERMAL AND MOISTURE PROTECTION07.01 ACOUSTIC INSULATION07.02 OPEN CELL SPRAY FOAM CAVITY INSULATION (R-3.7/IN)07.03 FLOOR - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)07.04 ROOF - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)08.00 - OPENINGS08.01 4" SQUARE OPENING FOR DRAINAGE08.02 WOOD FRAMED INTERIOR GLASS PARTITION; REFER TO A/60208.03 ROOF SCUPPER08.04 SKYLIGHT10.00 - SPECIALTIES10.01 FIREPLACE FLUE; INSTALL PER MANUFACTURER'S SPECS33.00 - UTILITIES33.01 4" SOLID PIPE; DRAIN TO DAYLIGHT MIN. 10' AWAY FROM FOUNDATION33.04 GAS METER33.05 ELECTRICAL METERWALL SCHEDULEKEY DESCRIPTIONEXTERIORB2.W4 2X4 WOOD STUDS W/ P.T. WOOD BOARDS BOTH SIDESC8 8" CAST-IN-PLACE CONCRETEC8.D3 8" CAST-IN-PLACE CONCRETE W/ INSULATION PANELSC12 12" CAST-IN-PLACE CONCRETEC12.D3 12" CAST IN PLACE CONCRETE W/ INSULATION PANELSM.W6 2X4 WOOD STUDS W/ METAL PANELSS.W4 2X4 WOOD STUDS W/ STUCCO SIDINGS.W6 2X6 WOOD STUDS W/ STUCCO SIDINGW.W6 2X6 WOOD STUDS W/ WOOD SIDINGINTERIORG1 SHOWER GLASSG2 WOOD FRAME INTERIOR GLASS PARTITIONW2.D2 2X4 ROTATED WOOD STUDS W/ 1/2" GWB BOTH SIDESW4.D1 2X4 WOOD STUDS W/ 1/2" GWB ONE SIDEW4.D2 2X4 WOOD STUDS W/ 1/2" GWB BOTH SIDESW6.D2 2X6 WOOD STUDS W/ 1/2" GWB BOTH SIDESW8.D2 2X8 WOOD STUDS W/ 1/2" GWB BOTH SIDESAREA SCHEDULE (GROSS)GARAGE 561 SF000 BASEMENT 903 SF100 FIRST FLOOR 2042 SF200 SECOND FLOOR 878 SF4384 SFROOF ASSEMBLIES - REFERENCE G-001KEY DESCRIPTIONRA-1 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 6" MIN. TAPERED FOAM INSUl. (R-),3/4" ADVANTEK, MIN. 6" TAPERED RIGID INSULATION (R-5/IN), 2X6 STRUCTURALDECKING, GLU-LAM BEAM SYSTEM (REFER TO STRUCTURAL DWGS)RA-2 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 2X6 STRUCTURAL DECKING, GLU-LAM BEAM SYSTEM (REFER TOSTRUCTURAL DWGS)RA-3 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSUALATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAM(R3.7/IN), 16" WOOD TRUSSESRA-4 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAMINSULATION (R-5/IN), 14" WOOD TRUSSESRA-5 STANDING SEAM METAL ROOF, 1/2" DENSEDECK ROOF BOARD, 2X JOISTS TAPEREDTO CREATE SLOPE, 9" OPEN CELL SPRAY FOAM (R-3.7/in)FLOOR ASSEMBLIESKEY DESCRIPTIONFA-1 4" CONCRETE SLAB ON GRADE, 4" COMPACT GRAVELFA-2 4" CONCRETE SLAB ON GRADE, 2" RIGID INSULATION (R-5/IN.), 4" COMPACT GRAVELFA-3 18" FLOOR TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-4 24" WOOD TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-5 2X JOISTS W/ WOOD DECKING
PRE-DEVELOPMENTAVG. GRADE329' -5 5/8"STREET LEVEL341' -6"1 -T.O. SUBFLOOR0' -0"2 -T.O. SUBFLOOR12' -2 1/2"ROOF -B.O. FRAMING21' -3 1/2"BASEMENT-11' -2 1/4"53A-301HHL103'-6 1/2"8'-0" A.F.F.T.O.W. -1' - 5 1/2"T.O.W. -1' - 5 1/2"BLDG HEIGHT364' -8 1/2"BUILDING HEIGHT35'-2 7/8"EIFS-1WD-1MTP-1GV-1WD-3WD-5C8C805.1105.0905.08CS-303.0103.0108.0311 1/4"6'-0"9'-5 5/8"26'-9 1/4"06.0106.0106.0106.06PRE-DEVELOPMENTAVG. GRADE329' -5 5/8"STREET LEVEL341' -6"1 -T.O. SUBFLOOR0' -0"2 -T.O. SUBFLOOR12' -2 1/2"ROOF -B.O. FRAMING21' -3 1/2"1341A-3012A-301C32L106'-10"9'-9 3/8"BLDG HEIGHT364' -8 1/2"BUILDING HEIGHT35'-2 7/8"HHT.O.W. -1' - 5 1/2"3'-4 1/2"6'-11 1/8"15'-6 1/8"EIFS-1MTP-1WD-1WD-3WD-5GV-1EIFS-105.0905.0803.0105.10C8C80' - 0"1' - 6"06.0106.0106.0106.06PRE-DEVELOPMENTAVG. GRADE329' -5 5/8"1 -T.O. SUBFLOOR0' -0"2 -T.O. SUBFLOOR12' -2 1/2"ROOF -B.O. FRAMING21' -3 1/2"BASEMENT-11' -2 1/4"SIDE WALL HEIGHT365' -10 1/4"B1B3B4C23A-3022A-3024A-3025A-302C1B2BLDG HEIGHT364' -8 1/2"EDCBEDCG2012 1/8"BUILDING HEIGHT35'-2 7/8"L10L11EDC001b001a3A-32315'-1 1/2"7'-10 1/4"7'-6 1/2"2'-10 3/4"25'-10 1/2"EIFS-1EIFS-1WD-5MTP-1C-1EIFS-1C-105.0905.0805.1005.1005.0105.0305.0105.0105.0105.0405.0105.0705.0806.0106.0106.0106.0106.0106.073'-0"MIN.3'-0"DRYER VENTSIDE WALL HEIGHT36'-4 5/8"08.03-8' - 8 1/4"STREET LEVEL341' -6"1 -T.O. SUBFLOOR0' -0"2 -T.O. SUBFLOOR12' -2 1/2"B11'-6 3/4"11'-5 3/4"3A-323101b101a101cC12.D3C8S.W6M.W6WD-1WD-3GV-1RA-22'-0 1/2"06.022'-6 1/2"GV-106.0606.0406.0406.0405.0907.0210 1/2"PRE-DEVELOPMENTAVG. GRADE329' -5 5/8"1 -T.O. SUBFLOOR0' -0"2 -T.O. SUBFLOOR12' -2 1/2"ROOF -B.O. FRAMING21' -3 1/2"BASEMENT-11' -2 1/4"1341A-3012A-301C32BLDG HEIGHT364' -8 1/2"KII106bM105L12L11L113'-4 7/8"B005BUILDING HEIGHT35'-2 7/8"P1P12'-6"MTP-1EIFS-1EIFS-1EIFS-1WD-1C-1EIFS-1C-1GV-105.0905.0805.1005.0105.0305.0405.0706.0105.0105.0105.0105.0105.0105.013'-0"06.0105.0305.09GENERATOR06.07PRE-DEVELOPMENTAVG. GRADE329' -5 5/8"1 -T.O. SUBFLOOR0' -0"2 -T.O. SUBFLOOR12' -2 1/2"ROOF -B.O. FRAMING21' -3 1/2"BASEMENT-11' -2 1/4"53A-301BLDG HEIGHT364' -8 1/2"BUILDING HEIGHT35'-2 7/8"105L123'-4 1/2"MTP-1WD-1C-105.0905.0105.0305.0405.0105.1105.01RALEIGH,N.C.LOUISW.CHERRY N O RTHCAROLINAREGISTEREDARCHITE CT 4852DRAWN BY:APPROVED BY:OWNERSTRUCTURAL ENGINEERPROJECT NO.:REISSUEGENERAL CONTRACTORLANDSCAPE ARCHITECTSHEET ISSUELOUIS CHERRY, FAIA222 N. BLOODWORTH STREET,RALEIGH, NORTH CAROLINA [e-mail]:LOUIS CHERRY ARCHITECTURERegistered Architectural CorporationNorth CarolinaCHECK SETALISON CROOPLOUIS CHERRYA-201EXTERIOR ELEVATIONS19131112 Wimbleton Dr.Raleigh, NC 27609Therien ResidenceJOHN & HEATHER THERIEN120 ST. MARY ST.RALEIGH, NC 27605LYSAGHT & ASSOCIATES06-09-201/8" = 1'-0"A-2011SOUTH 11/8" = 1'-0"A-2012SOUTH 21/8" = 1'-0"A-2013WEST 11/8" = 1'-0"A-2014WEST 21/8" = 1'-0"A-2015NORTH 11/8" = 1'-0"A-2016NORTH 2KEYNOTE LEGEND03.00 - CONCRETE03.01 CONCRETE FOOTING - REFER TO STRUCTURAL DWGS05.00 - METALS05.01 STEEL COLUMN - PAINT BLACK05.03 CUSTOM STEEL RAILING; MAIN DECK - REFER TO A-604/1405.04 CUSTOM STEEL RAILING; (PARKING PAD) REFER TO A-604/1505.05 CUSTOM STEEL RAILING; (MAIN STAIR) REFER TO A-604/1305.06 CUSTOM STEEL RAILING (INT - LOWER STAIR); REFER TO A-604/1205.07 CUSTOM STEEL RAILING; (ROOF DECK) REFER TO ???05.08 METAL COPING CAP - WHITE FINISH05.09 METAL COPING CAP - BLACK FINISH05.10 RECT. METAL DOWNSPOUT - WHITE FINISH05.11 RECT. METAL DOWNSPOUT - BLACK FINISH05.12 METAL DRIP EDGE FLASHING05.13 CUSTOM STEEL SCREEN WALL - REFER TO A-60306.00 - WOOD, PLASTICS, COMPOSITES06.01 STUCCO SIDING CONTROL JOINTS06.02 LVL BEAM; REFER TO STRUCTURAL DWGS06.03 GLU-LAM BEAM; REFER TO STRUCTURAL DWGS06.04 WOOD TRUSSES; REFER TO STRUCTURAL DWGS06.05 2X WOOD JOISTS06.06 WOOD STEPS; REFER TO A-603/606.07 EQUIPMENT SCREEN WALL; MUST CONFORM TO UDO SEC 7.2.5.D.4.a07.00 - THERMAL AND MOISTURE PROTECTION07.01 ACOUSTIC INSULATION07.02 OPEN CELL SPRAY FOAM CAVITY INSULATION (R-3.7/IN)07.03 FLOOR - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)07.04 ROOF - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)08.00 - OPENINGS08.01 4" SQUARE OPENING FOR DRAINAGE08.02 WOOD FRAMED INTERIOR GLASS PARTITION; REFER TO A/60208.03 ROOF SCUPPER08.04 SKYLIGHT10.00 - SPECIALTIES10.01 FIREPLACE FLUE; INSTALL PER MANUFACTURER'S SPECS33.00 - UTILITIES33.01 4" SOLID PIPE; DRAIN TO DAYLIGHT MIN. 10' AWAY FROM FOUNDATION33.04 GAS METER33.05 ELECTRICAL METERWALL SCHEDULEKEY DESCRIPTIONEXTERIORB2.W4 2X4 WOOD STUDS W/ P.T. WOOD BOARDS BOTH SIDESC8 8" CAST-IN-PLACE CONCRETEC8.D3 8" CAST-IN-PLACE CONCRETE W/ INSULATION PANELSC12 12" CAST-IN-PLACE CONCRETEC12.D3 12" CAST IN PLACE CONCRETE W/ INSULATION PANELSM.W6 2X4 WOOD STUDS W/ METAL PANELSS.W4 2X4 WOOD STUDS W/ STUCCO SIDINGS.W6 2X6 WOOD STUDS W/ STUCCO SIDINGW.W6 2X6 WOOD STUDS W/ WOOD SIDINGINTERIORG1 SHOWER GLASSG2 WOOD FRAME INTERIOR GLASS PARTITIONW2.D2 2X4 ROTATED WOOD STUDS W/ 1/2" GWB BOTH SIDESW4.D1 2X4 WOOD STUDS W/ 1/2" GWB ONE SIDEW4.D2 2X4 WOOD STUDS W/ 1/2" GWB BOTH SIDESW6.D2 2X6 WOOD STUDS W/ 1/2" GWB BOTH SIDESW8.D2 2X8 WOOD STUDS W/ 1/2" GWB BOTH SIDESROOF ASSEMBLIES - REFERENCE G-001KEY DESCRIPTIONRA-1 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 6" MIN. TAPERED FOAM INSUl. (R-),3/4" ADVANTEK, MIN. 6" TAPERED RIGID INSULATION (R-5/IN), 2X6 STRUCTURALDECKING, GLU-LAM BEAM SYSTEM (REFER TO STRUCTURAL DWGS)RA-2 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 2X6 STRUCTURAL DECKING, GLU-LAM BEAM SYSTEM (REFER TOSTRUCTURAL DWGS)RA-3 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSUALATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAM(R3.7/IN), 16" WOOD TRUSSESRA-4 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAMINSULATION (R-5/IN), 14" WOOD TRUSSESRA-5 STANDING SEAM METAL ROOF, 1/2" DENSEDECK ROOF BOARD, 2X JOISTS TAPEREDTO CREATE SLOPE, 9" OPEN CELL SPRAY FOAM (R-3.7/in)FLOOR ASSEMBLIESKEY DESCRIPTIONFA-1 4" CONCRETE SLAB ON GRADE, 4" COMPACT GRAVELFA-2 4" CONCRETE SLAB ON GRADE, 2" RIGID INSULATION (R-5/IN.), 4" COMPACT GRAVELFA-3 18" FLOOR TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-4 24" WOOD TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-5 2X JOISTS W/ WOOD DECKING
PRE-DEVELOPMENTAVG. GRADE329' -5 5/8"STREET LEVEL341' -6"1 -T.O. SUBFLOOR0' -0"2 -T.O. SUBFLOOR12' -2 1/2"ROOF -B.O. FRAMING21' -3 1/2"BASEMENT-11' -2 1/4"SIDE WALL HEIGHT365' -10 1/4"A1A3A2BLDG HEIGHT364' -8 1/2"LLLJJJFA004aL16L12L117'-0"T.O.W. -1' - 5 1/2"T.O.W. -11' - 2 1/4"BUILDING HEIGHT35'-2 7/8"T.O.W. -4' - 2 1/4"3'-4 1/2"11'-9"WD-1MTP-1EIFS-1EIFS-1EIFS-1FCB-1SS-2C-1WD-5C-105.1105.1105.0905.0105.0305.0105.0405.098 5/8"1'-8 1/4"HOOD VENT EXHAUSTSIDE WALL HEIGHT36'-4 5/8"1 -T.O. SUBFLOOR0' -0"2 -T.O. SUBFLOOR12' -2 1/2"BASEMENT-11' -2 1/4"C23A-3024A-302C1JJ004aL16J1/2"9'-6"T.O.W. -11' - 2 1/4"3'-4 1/2"11'-9"9 1/4"2'-0"18'-4"2'-0"3'-0"WD-1MTP-1EIFS-1FCB-1C8C805.1105.09C8FA-105.04RA-51 -T.O. SUBFLOOR0' -0"2 -T.O. SUBFLOOR12' -2 1/2"BASEMENT-11' -2 1/4"C3FCB-1C-1RA-5FA-1GV-19'-6 1/2"4'-0"9 1/4"STREET LEVEL341' -6"1 -T.O. SUBFLOOR0' -0"2 -T.O. SUBFLOOR12' -2 1/2"BASEMENT-11' -2 1/4"6"13'-2"6"4'-8 3/8"17'-6 1/4"13'-9 1/8"1'-0"0' - 0"-1' - 5 1/2"PRE-DEVELOPMENT GRADE03.01WD-5C-1C-1-5' - 6"-8' - 5 1/2"7'-0"8'-8 1/4"5'-8"1'-4"4'-0"-11' - 2 1/4"1'-0 1/2"-2' - 6"1 -T.O. SUBFLOOR0' -0"2 -T.O. SUBFLOOR12' -2 1/2"BASEMENT-11' -2 1/4"C3C-1FCB-1RA-5C12.D3FA-1FA-28'-1 5/8"03.019'-6"RALEIGH,N.C.LOUISW.CHERRY N O RTHCAROLINAREGISTEREDARCHITE CT 4852DRAWN BY:APPROVED BY:OWNERSTRUCTURAL ENGINEERPROJECT NO.:REISSUEGENERAL CONTRACTORLANDSCAPE ARCHITECTSHEET ISSUELOUIS CHERRY, FAIA222 N. BLOODWORTH STREET,RALEIGH, NORTH CAROLINA [e-mail]:LOUIS CHERRY ARCHITECTURERegistered Architectural CorporationNorth CarolinaCHECK SETALISON CROOPLOUIS CHERRYA-202EXTERIOR ELEVATIONS19131112 Wimbleton Dr.Raleigh, NC 27609Therien ResidenceJOHN & HEATHER THERIEN120 ST. MARY ST.RALEIGH, NC 27605LYSAGHT & ASSOCIATES06-09-201/8" = 1'-0"A-2021EAST 11/8" = 1'-0"A-2022EAST 21/8" = 1'-0"A-2023GARAGE - N1/8" = 1'-0"A-2024EAST 3 (RETAINING WALLS)1/8" = 1'-0"A-2025GARAGE - SKEYNOTE LEGEND03.00 - CONCRETE03.01 CONCRETE FOOTING - REFER TO STRUCTURAL DWGS05.00 - METALS05.01 STEEL COLUMN - PAINT BLACK05.03 CUSTOM STEEL RAILING; MAIN DECK - REFER TO A-604/1405.04 CUSTOM STEEL RAILING; (PARKING PAD) REFER TO A-604/1505.05 CUSTOM STEEL RAILING; (MAIN STAIR) REFER TO A-604/1305.06 CUSTOM STEEL RAILING (INT - LOWER STAIR); REFER TO A-604/1205.07 CUSTOM STEEL RAILING; (ROOF DECK) REFER TO ???05.08 METAL COPING CAP - WHITE FINISH05.09 METAL COPING CAP - BLACK FINISH05.10 RECT. METAL DOWNSPOUT - WHITE FINISH05.11 RECT. METAL DOWNSPOUT - BLACK FINISH05.12 METAL DRIP EDGE FLASHING05.13 CUSTOM STEEL SCREEN WALL - REFER TO A-60306.00 - WOOD, PLASTICS, COMPOSITES06.01 STUCCO SIDING CONTROL JOINTS06.02 LVL BEAM; REFER TO STRUCTURAL DWGS06.03 GLU-LAM BEAM; REFER TO STRUCTURAL DWGS06.04 WOOD TRUSSES; REFER TO STRUCTURAL DWGS06.05 2X WOOD JOISTS06.06 WOOD STEPS; REFER TO A-603/606.07 EQUIPMENT SCREEN WALL; MUST CONFORM TO UDO SEC 7.2.5.D.4.a07.00 - THERMAL AND MOISTURE PROTECTION07.01 ACOUSTIC INSULATION07.02 OPEN CELL SPRAY FOAM CAVITY INSULATION (R-3.7/IN)07.03 FLOOR - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)07.04 ROOF - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)08.00 - OPENINGS08.01 4" SQUARE OPENING FOR DRAINAGE08.02 WOOD FRAMED INTERIOR GLASS PARTITION; REFER TO A/60208.03 ROOF SCUPPER08.04 SKYLIGHT10.00 - SPECIALTIES10.01 FIREPLACE FLUE; INSTALL PER MANUFACTURER'S SPECS33.00 - UTILITIES33.01 4" SOLID PIPE; DRAIN TO DAYLIGHT MIN. 10' AWAY FROM FOUNDATION33.04 GAS METER33.05 ELECTRICAL METERWALL SCHEDULEKEY DESCRIPTIONEXTERIORB2.W4 2X4 WOOD STUDS W/ P.T. WOOD BOARDS BOTH SIDESC8 8" CAST-IN-PLACE CONCRETEC8.D3 8" CAST-IN-PLACE CONCRETE W/ INSULATION PANELSC12 12" CAST-IN-PLACE CONCRETEC12.D3 12" CAST IN PLACE CONCRETE W/ INSULATION PANELSM.W6 2X4 WOOD STUDS W/ METAL PANELSS.W4 2X4 WOOD STUDS W/ STUCCO SIDINGS.W6 2X6 WOOD STUDS W/ STUCCO SIDINGW.W6 2X6 WOOD STUDS W/ WOOD SIDINGINTERIORG1 SHOWER GLASSG2 WOOD FRAME INTERIOR GLASS PARTITIONW2.D2 2X4 ROTATED WOOD STUDS W/ 1/2" GWB BOTH SIDESW4.D1 2X4 WOOD STUDS W/ 1/2" GWB ONE SIDEW4.D2 2X4 WOOD STUDS W/ 1/2" GWB BOTH SIDESW6.D2 2X6 WOOD STUDS W/ 1/2" GWB BOTH SIDESW8.D2 2X8 WOOD STUDS W/ 1/2" GWB BOTH SIDESROOF ASSEMBLIES - REFERENCE G-001KEY DESCRIPTIONRA-1 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 6" MIN. TAPERED FOAM INSUl. (R-),3/4" ADVANTEK, MIN. 6" TAPERED RIGID INSULATION (R-5/IN), 2X6 STRUCTURALDECKING, GLU-LAM BEAM SYSTEM (REFER TO STRUCTURAL DWGS)RA-2 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 2X6 STRUCTURAL DECKING, GLU-LAM BEAM SYSTEM (REFER TOSTRUCTURAL DWGS)RA-3 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSUALATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAM(R3.7/IN), 16" WOOD TRUSSESRA-4 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAMINSULATION (R-5/IN), 14" WOOD TRUSSESRA-5 STANDING SEAM METAL ROOF, 1/2" DENSEDECK ROOF BOARD, 2X JOISTS TAPEREDTO CREATE SLOPE, 9" OPEN CELL SPRAY FOAM (R-3.7/in)FLOOR ASSEMBLIESKEY DESCRIPTIONFA-1 4" CONCRETE SLAB ON GRADE, 4" COMPACT GRAVELFA-2 4" CONCRETE SLAB ON GRADE, 2" RIGID INSULATION (R-5/IN.), 4" COMPACT GRAVELFA-3 18" FLOOR TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-4 24" WOOD TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-5 2X JOISTS W/ WOOD DECKING
1 -T.O. SUBFLOOR0' -0"2 -T.O. SUBFLOOR12' -2 1/2"ROOF -B.O. FRAMING21' -3 1/2"BASEMENT-11' -2 1/4"B1B3B4C27'-6 1/2"10'-0 1/2"3'-6"C1B2GUEST BED 2205GUEST BATHROOM203GUEST BED 1202OFFICE110MASTER BATHROOM108MASTER CLOSET107MASTER BEDROOM106HALLWAY-COAT CLOSET112HOME THEATRE0027'-1 1/2"2'-6"2'-5 1/2"M.W6S.W6S.W6S.W6S.W6C8C12.D3C8.D3S.W40053'-6"S.W6S.W6L113'-0"3'-0"11'-3"3A-3233'-5 3/4"WD-5WD-3GV-1GV-105.0906.02RA-208.0310' - 1 1/4" B.O.B1'-6"11'-0"05.08RA-405.08?RA-305.0806.0206.02I06.06FA-203.0105.0306.0205.0105.0105.0105.10C-107.02GV-106.0205.07-1' - 0 1/2" B.O.B.10' - 1 3/4" B.O.B.BIKE STORAGE005FA-3FA-4DROPPED JOISTS IN MASTER BATHROOM SHOWERWD-31 -T.O. SUBFLOOR0' -0"2 -T.O. SUBFLOOR12' -2 1/2"ROOF -B.O. FRAMING21' -3 1/2"BASEMENT-11' -2 1/4"B1B3B4C23A-3022A-3024A-3025A-302C1B2CLOSET206HALLWAY201HALLWAY-HALLWAY-FOYER101HALLWAY0019'-1"12'-2 1/2"11'-2 1/4"6'-8"7'-6 1/2"201202111101a101b101c002001a001b106a2053A-323C12.D3C8.D3W.W6M.W6S.W6S.W6M.W6C8RA-105.0906.0307.0205.08RA-406.0406.0603.0103.01EIFS-1RA-205.0806.0407.0205.0705.0806.0205.0105.0306.0205.0105.0105.0105.10-1' - 0 1/2" B.O.B.06.04GV-10110.0105.05W4.D205.0505.0606.03STORAGE003WD-32X JOISTS; 6 1/2"FA-3101eFA-217'-9 1/2"1 -T.O. SUBFLOOR0' -0"2 -T.O. SUBFLOOR12' -2 1/2"ROOF -B.O. FRAMING21' -3 1/2"BASEMENT-11' -2 1/4"A1A3A21A-302PANTRY102STORAGE003GARAGE004LIVING105KITCHEN103M.W6W.W6106aLLLC12.D3C8.D3C8W.W6M.W6102L12L13L13L131'-6"EIFS-1ST-1EIFS-1RA-1RA-23'-5 3/4"06.0307.0205.0903.0103.0105.0405.0105.0106.0205.0305.0106.0205.0905.1107.03FA-3WD-3FA-203.011 -T.O. SUBFLOOR0' -0"15A-3012"1 -T.O. SUBFLOOR0' -0"4A-301RALEIGH,N.C.LOUISW.CHERRY N O RTHCAROLINAREGISTEREDARCHITE CT 4852DRAWN BY:APPROVED BY:OWNERSTRUCTURAL ENGINEERPROJECT NO.:REISSUEGENERAL CONTRACTORLANDSCAPE ARCHITECTSHEET ISSUELOUIS CHERRY, FAIA222 N. BLOODWORTH STREET,RALEIGH, NORTH CAROLINA [e-mail]:LOUIS CHERRY ARCHITECTURERegistered Architectural CorporationNorth CarolinaCHECK SETALISON CROOPLOUIS CHERRYA-301BUILDING SECTIONS19131112 Wimbleton Dr.Raleigh, NC 27609Therien ResidenceJOHN & HEATHER THERIEN120 ST. MARY ST.RALEIGH, NC 27605LYSAGHT & ASSOCIATES06-09-201/8" = 1'-0"A-3011SECTION - N/S 11/8" = 1'-0"A-3012SECTION - N/S 21/8" = 1'-0"A-3013SECTION - N/S 31/2" = 1'-0"A-3014SECTION - E/W (Master Bathroom)1/2" = 1'-0"A-3015SECTION - N/S (Master Bathroom)KEYNOTE LEGEND03.00 - CONCRETE03.01 CONCRETE FOOTING - REFER TO STRUCTURAL DWGS05.00 - METALS05.01 STEEL COLUMN - PAINT BLACK05.03 CUSTOM STEEL RAILING; MAIN DECK - REFER TO A-604/1405.04 CUSTOM STEEL RAILING; (PARKING PAD) REFER TO A-604/1505.05 CUSTOM STEEL RAILING; (MAIN STAIR) REFER TO A-604/1305.06 CUSTOM STEEL RAILING (INT - LOWER STAIR); REFER TO A-604/1205.07 CUSTOM STEEL RAILING; (ROOF DECK) REFER TO ???05.08 METAL COPING CAP - WHITE FINISH05.09 METAL COPING CAP - BLACK FINISH05.10 RECT. METAL DOWNSPOUT - WHITE FINISH05.11 RECT. METAL DOWNSPOUT - BLACK FINISH05.12 METAL DRIP EDGE FLASHING05.13 CUSTOM STEEL SCREEN WALL - REFER TO A-60306.00 - WOOD, PLASTICS, COMPOSITES06.01 STUCCO SIDING CONTROL JOINTS06.02 LVL BEAM; REFER TO STRUCTURAL DWGS06.03 GLU-LAM BEAM; REFER TO STRUCTURAL DWGS06.04 WOOD TRUSSES; REFER TO STRUCTURAL DWGS06.05 2X WOOD JOISTS06.06 WOOD STEPS; REFER TO A-603/606.07 EQUIPMENT SCREEN WALL; MUST CONFORM TO UDO SEC 7.2.5.D.4.a07.00 - THERMAL AND MOISTURE PROTECTION07.01 ACOUSTIC INSULATION07.02 OPEN CELL SPRAY FOAM CAVITY INSULATION (R-3.7/IN)07.03 FLOOR - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)07.04 ROOF - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)08.00 - OPENINGS08.01 4" SQUARE OPENING FOR DRAINAGE08.02 WOOD FRAMED INTERIOR GLASS PARTITION; REFER TO A/60208.03 ROOF SCUPPER08.04 SKYLIGHT10.00 - SPECIALTIES10.01 FIREPLACE FLUE; INSTALL PER MANUFACTURER'S SPECS33.00 - UTILITIES33.01 4" SOLID PIPE; DRAIN TO DAYLIGHT MIN. 10' AWAY FROM FOUNDATION33.04 GAS METER33.05 ELECTRICAL METERWALL SCHEDULEKEY DESCRIPTIONEXTERIORB2.W4 2X4 WOOD STUDS W/ P.T. WOOD BOARDS BOTH SIDESC8 8" CAST-IN-PLACE CONCRETEC8.D3 8" CAST-IN-PLACE CONCRETE W/ INSULATION PANELSC12 12" CAST-IN-PLACE CONCRETEC12.D3 12" CAST IN PLACE CONCRETE W/ INSULATION PANELSM.W6 2X4 WOOD STUDS W/ METAL PANELSS.W4 2X4 WOOD STUDS W/ STUCCO SIDINGS.W6 2X6 WOOD STUDS W/ STUCCO SIDINGW.W6 2X6 WOOD STUDS W/ WOOD SIDINGINTERIORG1 SHOWER GLASSG2 WOOD FRAME INTERIOR GLASS PARTITIONW2.D2 2X4 ROTATED WOOD STUDS W/ 1/2" GWB BOTH SIDESW4.D1 2X4 WOOD STUDS W/ 1/2" GWB ONE SIDEW4.D2 2X4 WOOD STUDS W/ 1/2" GWB BOTH SIDESW6.D2 2X6 WOOD STUDS W/ 1/2" GWB BOTH SIDESW8.D2 2X8 WOOD STUDS W/ 1/2" GWB BOTH SIDESROOF ASSEMBLIES - REFERENCE G-001KEY DESCRIPTIONRA-1 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 6" MIN. TAPERED FOAM INSUl. (R-),3/4" ADVANTEK, MIN. 6" TAPERED RIGID INSULATION (R-5/IN), 2X6 STRUCTURALDECKING, GLU-LAM BEAM SYSTEM (REFER TO STRUCTURAL DWGS)RA-2 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 2X6 STRUCTURAL DECKING, GLU-LAM BEAM SYSTEM (REFER TOSTRUCTURAL DWGS)RA-3 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSUALATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAM(R3.7/IN), 16" WOOD TRUSSESRA-4 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAMINSULATION (R-5/IN), 14" WOOD TRUSSESRA-5 STANDING SEAM METAL ROOF, 1/2" DENSEDECK ROOF BOARD, 2X JOISTS TAPEREDTO CREATE SLOPE, 9" OPEN CELL SPRAY FOAM (R-3.7/in)FLOOR ASSEMBLIESKEY DESCRIPTIONFA-1 4" CONCRETE SLAB ON GRADE, 4" COMPACT GRAVELFA-2 4" CONCRETE SLAB ON GRADE, 2" RIGID INSULATION (R-5/IN.), 4" COMPACT GRAVELFA-3 18" FLOOR TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-4 24" WOOD TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-5 2X JOISTS W/ WOOD DECKING
1 -T.O. SUBFLOOR0' -0"2 -T.O. SUBFLOOR12' -2 1/2"ROOF -B.O. FRAMING21' -3 1/2"BASEMENT-11' -2 1/4"53A-301FOYER101PANTRY102STORAGE003102003101bL10RA-1RA-2EIFS-1W.W6C12.D3B2.W4C8M.W6M.W605.0905.09FCB-1RA-507.02FA-2C12.D3B.W4B2.W403.0103.0103.0105.0906.03WD-306.031'-6"FA-3FA-5GV-11 -T.O. SUBFLOOR0' -0"2 -T.O. SUBFLOOR12' -2 1/2"ROOF -B.O. FRAMING21' -3 1/2"BASEMENT-11' -2 1/4"1341A-3012A-3012GUEST BED 2205CLOSET206POWDER RM111HALLWAY-KITCHEN103HOME THEATRE002STORAGE003HALLWAY001L3203b206110004bB001b111S.W6S.W6C12.D3S.W6RA-1M.W6C12.D305.0805.10ERA-407.04S.W6S.W607.0203.01FA-203.0105.0807.0206.0306.0406.0406.0405.091 -T.O. SUBFLOOR0' -0"2 -T.O. SUBFLOOR12' -2 1/2"ROOF -B.O. FRAMING21' -3 1/2"BASEMENT-11' -2 1/4"1341A-3012A-301C32GUEST BED 1202HALLWAY201MASTER BATHROOM108HALLWAY-HALLWAY001GARAGE004S.W6S.W6C8S.W6C8W6.D2C8.D3005B108105KL13L13C8004aW.W6M.W6S.W6S.W6LS.W6RA-4RA-1DCS.W405.0805.1007.0407.0203.0103.0105.0807.0206.0306.0406.0406.0405.09RA-507.0207.0307.0305.0105.0406.02FA-2FA-11 -T.O. SUBFLOOR0' -0"2 -T.O. SUBFLOOR12' -2 1/2"ROOF -B.O. FRAMING21' -3 1/2"BASEMENT-11' -2 1/4"1341A-3012A-301C32HALLWAY201MASTER CLOSET107LIVING1059'-1"12'-2 1/2"11'-2 1/4"S.W6S.W6S.W6S.W6S.W6W.W6M.W6RA-4RA-105.1006.023'-0"06.0405.0705.08?RA-307.0205.1006.0206.0405.01GV-105.0107.0405.0807.0206.0307.0207.0305.041 -T.O. SUBFLOOR0' -0"2 -T.O. SUBFLOOR12' -2 1/2"ROOF -B.O. FRAMING21' -3 1/2"BASEMENT-11' -2 1/4"1341A-3012A-301C32K108B005S.W6S.W6S.W6M.W6L12105EIFS-1EIFS-1WD-1C-1EIFS-1C-1C-1RA-2RA-305.0805.0705.1006.0207.0206.0407.0206.0407.0305.01?RALEIGH,N.C.LOUISW.CHERRY N O RTHCAROLINAREGISTEREDARCHITE CT 4852DRAWN BY:APPROVED BY:OWNERSTRUCTURAL ENGINEERPROJECT NO.:REISSUEGENERAL CONTRACTORLANDSCAPE ARCHITECTSHEET ISSUELOUIS CHERRY, FAIA222 N. BLOODWORTH STREET,RALEIGH, NORTH CAROLINA [e-mail]:LOUIS CHERRY ARCHITECTURERegistered Architectural CorporationNorth CarolinaCHECK SETALISON CROOPLOUIS CHERRYA-302BUILDING SECTIONS19131112 Wimbleton Dr.Raleigh, NC 27609Therien ResidenceJOHN & HEATHER THERIEN120 ST. MARY ST.RALEIGH, NC 27605LYSAGHT & ASSOCIATES06-09-201/8" = 1'-0"A-3021SECTION - E/W 11/8" = 1'-0"A-3022SECTION - E/W 21/8" = 1'-0"A-3023SECTION - E/W 31/8" = 1'-0"A-3024SECTION - E/W 41/8" = 1'-0"A-3025SECTION - E/W 5KEYNOTE LEGEND03.00 - CONCRETE03.01 CONCRETE FOOTING - REFER TO STRUCTURAL DWGS05.00 - METALS05.01 STEEL COLUMN - PAINT BLACK05.03 CUSTOM STEEL RAILING; MAIN DECK - REFER TO A-604/1405.04 CUSTOM STEEL RAILING; (PARKING PAD) REFER TO A-604/1505.05 CUSTOM STEEL RAILING; (MAIN STAIR) REFER TO A-604/1305.06 CUSTOM STEEL RAILING (INT - LOWER STAIR); REFER TO A-604/1205.07 CUSTOM STEEL RAILING; (ROOF DECK) REFER TO ???05.08 METAL COPING CAP - WHITE FINISH05.09 METAL COPING CAP - BLACK FINISH05.10 RECT. METAL DOWNSPOUT - WHITE FINISH05.11 RECT. METAL DOWNSPOUT - BLACK FINISH05.12 METAL DRIP EDGE FLASHING05.13 CUSTOM STEEL SCREEN WALL - REFER TO A-60306.00 - WOOD, PLASTICS, COMPOSITES06.01 STUCCO SIDING CONTROL JOINTS06.02 LVL BEAM; REFER TO STRUCTURAL DWGS06.03 GLU-LAM BEAM; REFER TO STRUCTURAL DWGS06.04 WOOD TRUSSES; REFER TO STRUCTURAL DWGS06.05 2X WOOD JOISTS06.06 WOOD STEPS; REFER TO A-603/606.07 EQUIPMENT SCREEN WALL; MUST CONFORM TO UDO SEC 7.2.5.D.4.a07.00 - THERMAL AND MOISTURE PROTECTION07.01 ACOUSTIC INSULATION07.02 OPEN CELL SPRAY FOAM CAVITY INSULATION (R-3.7/IN)07.03 FLOOR - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)07.04 ROOF - CLOSED CELL SPRAY FOAM CAVITY INSULATION (R-6.5/IN)08.00 - OPENINGS08.01 4" SQUARE OPENING FOR DRAINAGE08.02 WOOD FRAMED INTERIOR GLASS PARTITION; REFER TO A/60208.03 ROOF SCUPPER08.04 SKYLIGHT10.00 - SPECIALTIES10.01 FIREPLACE FLUE; INSTALL PER MANUFACTURER'S SPECS33.00 - UTILITIES33.01 4" SOLID PIPE; DRAIN TO DAYLIGHT MIN. 10' AWAY FROM FOUNDATION33.04 GAS METER33.05 ELECTRICAL METERWALL SCHEDULEKEY DESCRIPTIONEXTERIORB2.W4 2X4 WOOD STUDS W/ P.T. WOOD BOARDS BOTH SIDESC8 8" CAST-IN-PLACE CONCRETEC8.D3 8" CAST-IN-PLACE CONCRETE W/ INSULATION PANELSC12 12" CAST-IN-PLACE CONCRETEC12.D3 12" CAST IN PLACE CONCRETE W/ INSULATION PANELSM.W6 2X4 WOOD STUDS W/ METAL PANELSS.W4 2X4 WOOD STUDS W/ STUCCO SIDINGS.W6 2X6 WOOD STUDS W/ STUCCO SIDINGW.W6 2X6 WOOD STUDS W/ WOOD SIDINGINTERIORG1 SHOWER GLASSG2 WOOD FRAME INTERIOR GLASS PARTITIONW2.D2 2X4 ROTATED WOOD STUDS W/ 1/2" GWB BOTH SIDESW4.D1 2X4 WOOD STUDS W/ 1/2" GWB ONE SIDEW4.D2 2X4 WOOD STUDS W/ 1/2" GWB BOTH SIDESW6.D2 2X6 WOOD STUDS W/ 1/2" GWB BOTH SIDESW8.D2 2X8 WOOD STUDS W/ 1/2" GWB BOTH SIDESROOF ASSEMBLIES - REFERENCE G-001KEY DESCRIPTIONRA-1 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 6" MIN. TAPERED FOAM INSUl. (R-),3/4" ADVANTEK, MIN. 6" TAPERED RIGID INSULATION (R-5/IN), 2X6 STRUCTURALDECKING, GLU-LAM BEAM SYSTEM (REFER TO STRUCTURAL DWGS)RA-2 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 2X6 STRUCTURAL DECKING, GLU-LAM BEAM SYSTEM (REFER TOSTRUCTURAL DWGS)RA-3 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSUALATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAM(R3.7/IN), 16" WOOD TRUSSESRA-4 TPO MEMBRANE, 1/2" DENSEDECK ROOF BOARD, 1" MIN. TAPERED RIGIDINSULATION (R-5/IN), 1/2" PLYWOOD SHEATHING, 9" OPEN-CELL SPRAY FOAMINSULATION (R-5/IN), 14" WOOD TRUSSESRA-5 STANDING SEAM METAL ROOF, 1/2" DENSEDECK ROOF BOARD, 2X JOISTS TAPEREDTO CREATE SLOPE, 9" OPEN CELL SPRAY FOAM (R-3.7/in)FLOOR ASSEMBLIESKEY DESCRIPTIONFA-1 4" CONCRETE SLAB ON GRADE, 4" COMPACT GRAVELFA-2 4" CONCRETE SLAB ON GRADE, 2" RIGID INSULATION (R-5/IN.), 4" COMPACT GRAVELFA-3 18" FLOOR TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-4 24" WOOD TRUSSES W/ 3/4" ADVANTEK SHEATHINGFA-5 2X JOISTS W/ WOOD DECKING
RALEIGH,N.C.LOUISW.CHERRY N O RTHCAROLINAREGISTEREDARCHITE CT 4852DRAWN BY:APPROVED BY:OWNERSTRUCTURAL ENGINEERPROJECT NO.:REISSUEGENERAL CONTRACTORLANDSCAPE ARCHITECTSHEET ISSUELOUIS CHERRY, FAIA222 N. BLOODWORTH STREET,RALEIGH, NORTH CAROLINA [e-mail]:LOUIS CHERRY ARCHITECTURERegistered Architectural CorporationNorth CarolinaCHECK SETALISON CROOPLOUIS CHERRYA-9013D REPRESENTATIONS19131112 Wimbleton Dr.Raleigh, NC 27609Therien ResidenceJOHN & HEATHER THERIEN120 ST. MARY ST.RALEIGH, NC 27605LYSAGHT & ASSOCIATES06-09-20A-90113D VIEW - SOUTHEASTA-90123D VIEW - SOUTHWESTA-90133D - VIEW 3A-90143D - VIEW 4
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