virtual meeting on zoom (see below for directions)

TOWN OF DAVIDSON HISTORIC PRESERVATION COMMISSION

Wednesday, November 17, 2021 at 5:30 PM

Virtual Meeting on Zoom (see below for directions)

For public access to view the meeting, register in advance at:

https://us02web.zoom.us/webinar/register/WN_T0J4MaP8RY2-J9ACu692SQ

After registering, you will receive a confirmation email containing information about joining the webinar.

I. CALL TO ORDER

II. ROLL CALL

III. CHANGES TO THE AGENDA

IV. REVIEW/APPROVAL OF THE MINUTES

IV.a October 20, 2021 HPC Meeting Minutes

Summary: Consider approval of the October 20, 2021 HPC meeting minutes.

HPC Meeting Minutes 10.20.2021

V. OLD BUSINESS

V.a Minor vs. Major Works List

Summary: Consider approval of revisions to the HPC Minor vs. Major Works

List. Minor works may be approved administratively by staff, while major works

require review/approval from the full HPC.

Attachment - Draft HPC Minor vs. Major Works List

VI. NEW BUSINESS

VI.a 712 North Main Street Addition & Accessory Structure

Summary: Consider approval of a COA for an addition and new accessory structure at

712 North Main Street.

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https://us02web.zoom.us/webinar/register/WN_T0J4MaP8RY2-J9ACu692SQ

https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/1138308/20211020_HPC_Mtng_Minutes_Draft.pdf

https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/1138322/20211020_HPC_WorkLists-Draft

Staff Analysis - 712 N Main St Addition & Accessory Structure

Attachment - 712 N Main St Site Plan 11.17.2021 Attachment - 712 N Main St Plan Set 11.17.2021

Attachment - 712 N Main St Materials & Details 11.17.2021

VI.b Main Street Business Grant Applications

Summary: Discuss 2021 Main Street Grant awards. The Davidson Board of

Commissioners have allocated $15,000 to this years grant fund. Applications were

submitted for the following businesses:

120 LLC Ben & Jerry's Mestizo

Side Bar Bottle Co. Summit

Grant awards will be announced at the December 7, 2021 Board of Commissioners

Meeting.

Attachment - 2020-21 DAVIDSON MAIN STREET BUSINESS

GRANT GUIDELINES

VII. OTHER ITEMS

VII.a Recognition of Outgoing Members

VIII. ADJOURN

2

https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/1139188/20211117_712_N_Main_St_Addition_and_Accessory_Structure_-_Staff_Analysis.pdf

https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/1138290/AMADIO_SITE.pdf

https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/1138291/Design_Develpment_Set_10_06_21.pdf

https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/1138292/Amadio_-_712_N_Main_St_project_-_Materials.pdf

https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/1139205/2020-21_DAVIDSON_MAIN_STREET_BUSINESS_GRANT_GUIDELINES.pdf



Meeting Minutes Historic Preservation Commission

Town of Davidson, NC October 20, 2021

A meeting of the Town of Davidson Historic Preservation Commission was held virtually on Zoom.

I. Call to Order: 6:12 p.m.

II. Roll Call and Determination of Quorum:

Members Present signified by :

Mike Kessler, Vice Chair Bob Sipp Rusty Miller

Craig Lewis Tom Goodwin Lorraine Degree

Bill Shehane Brian Bumann, Chair Rachel Johnson

Town Staff Present: Lindsay Laird (Planner)

III. Changes to the Agenda: None.

IV. Review/Approval of the Minutes: Craig Lewis made a motion to approve the meeting minutes of September 15, 2021 as submitted. The motion was seconded by Tom Goodwin and approved by unanimous roll call vote.

V. Consent Item: None.

VI. Old Business: None.

VII. New Business:

a. Minor vs. Major Works List Revisions Lindsay Laird discussed revisions to the HPC’s minor vs. major COA work list. Minor work items do not require review by the full HPC and may be approved for a COA by staff. Proposed revisions include removal of redundant items and adding work with the public right-of-way that does not impact buildings as a minor work. Tom Goodwin made a motion to bring the minor vs. major works list back before the HPC for approval in November. The motion was seconded by Bob Sipp and approved by unanimous roll call vote.

VIII. Other Items:

a. Historic Preservation Plan Update

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Lindsay Laird gave an update to the commission on the historic preservation plan process, including public outreach to date, survey summary results, and tentative next steps. No further actions were taken.

IX. Adjourn: Craig Lewis made a motion to adjourn, seconded by Bob Sipp, and approved by unanimous

roll call vote. The meeting adjourned at 6:31 pm. Approval of Minutes: Date: ______________________ By: ______________________________________________ Please note: This is a summary of the meeting and not to be considered a complete transcript.

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Historic Preservation Commission Minor vs. Major Works List

10.20.2021 7/17/19 Description of Projects Changes made to a property within the Local Historic District fall into one of the following categories. The nature of the work will determine whether the change requires staff or Historic Preservation Commission (HPC) approval. Not every project requires a property owner to obtain a Certificate of Appropriateness (COA). There are three basic levels of projects: Routine Maintenance, Minor Work, and Major Work. The following will give a brief definition of each and indicate whether a COA is required by either staff or the HPC.

Routine Maintenance does not require the issuance of a COA by staff or the HPC. A Local Historic District application is not required. However, it is encouraged for the property owner to reach out to Commission Staff to confirm that the project is consistent with routine maintenance standards. At staff’s discretion, an application for routine maintenance may be forwarded to the HPC if the work is questionable as to whether it is consistent with the Design GuidelinesStandards.

Minor Work projects are reviewed by the Commission Staff. If staff approves the application, the COA may be issued; a placard must be displayed on site during the course of the work. If staff does not approve the application or if the work is questionable as to whether it is consistent with the Design GuidelinesStandards, then the application will be heard at the next available HPC meeting as a regular agenda item. At staff’s discretion, an application for minor work may be forwarded to the HPC.

Major Work projects shall be reviewed by the HPC and - if approved - will be issued a COA. All other regulations of the Town of Davidson and the State of North Carolina apply. In order to obtain a COA for major work, an application must be properly completed and filed with the Commission Staff.

Routine maintenance, minor work, and major work are discussed in additional detail below.

Commented [LL1]: Design Guidelines must now be referred to as Design Standards with 160D of the NC General Statutes

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Routine Maintenance Routine maintenance does not require a COA. Property owners are encouraged to check with Commission Staff before making any exterior changes to structure(s) and/or site features within the Local Historic District. Routine maintenance items are types of exterior work that keep a property in good condition. Such projects include any repair where no change is made to the appearance of the structure or site. Repair of features or conditions as soon as they become apparent can prevent severe deterioration and loss of original character and material. It is highly suggested that property owners conduct routine inspections of a property and take preventative steps to alleviate the necessity of more intense and larger repairs, rehabilitations, or restorations. Routine Maintenance of a property does not require approval from the HPC or staff unless it will change the exterior appearance. Routine maintenance includes, but is not limited to the following:

Caulking and weather stripping;

Minor landscaping, including vegetable and flower gardens, shrubbery, and planting single yard trees;

Painting in-kind of wood siding. Masonry should only be painted if there is evidence that the surface was originally painted;

Repairs to existing wood or cast iron fences as long as the repair matches the original in location, material, size, shape, and color;

Repairs to walks, patios, fences and driveways as long as replacement materials match the original or existing materials in detail and color;

Replacement of existing residential shutters and awnings as long as replacement materials match the original or existing materials in detail and color;

Replacement of small amounts of missing or deteriorated siding, trim, porch flooring, steps, etc., as long as the replacement matches the original or existing materials in location, design, size, shape, texture, and material, and provided such work does not damage or eliminate prominent architectural features. For siding and porch flooring, approximately fifty (50) square feet or less will be considered Routine Maintenance;

Repair or replacement of asphalt, fiberglass, or composite roof coverings with a material of similar texture and general appearance;

Repair of wood, slate, tile, or metal roof coverings where there is no change in design, dimension, detail, color, texture, and materials;

Repair of existing stone, brick, or stucco walls as long as the repair matches the original in material, size, shape, and color;

Repair of masonry foundations where the original foundation material is retained or where new material matches the original in location, design, color, mortar strength, tooling and bonding patterns, width of joints, material, and appearance;

Repointing and other masonry repairs when the color and composition of the mortar matches the original and new brick or stone matches the original as closely as possible;

Commented [LL2]: Redundant

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3

Removal of dead or diseased trees (may require a tree removal permit from the Town Arborist) along the street front only;

Minor landscaping, such as the installation of trees, large variety shrubbery, and vegetable and/or flower gardens that affect 25% or less of front yard area from building face or 50% or less of total side and rear yard area;

Minor pruning of trees and shrubbery and the removal of trees that are not identified as significant in a historic district report or in a landmark designation ordinance (may require a tree removal permit from the Town Arborist); less than four (4) inches in diameter, measured four and one-half (4½) feet above ground level;

Replacement of gutters and downspouts;

Complete removal of artificial siding when the original siding is to be repaired and repainted;

Installation of storm windows and doors. Storm doors should be the “full-view” type;

Installation of window air-conditioners on the side and rear of the building;

Replacement of mechanical equipment, such as heating and air-conditioning units, and television or satellite systems which are completely screened from view with shrubbery or located in areas of low visibility;

Temporary placement of signs, such as real estate, political, etc.

Installation of address numbers and mailboxes that are compatible with the neighborhood;

Repair of existing street and/or yard lighting;

Installation of foundation vents on the side and rear of the building and replacement of foundation wall access doors;

Repair to walks, driveways, patios, and decks, as long as the repair matches the original in location, material, size, shape, color, and texture;

The general display of merchandise along business fronts;

Installation of life safety equipment (i.e. Automated External Defibrillators, fire extinguishers, etc.) or items for special events (i.e. tents, displays, storage pods, etc.) that is compatible with the historic district; or

Removal of existing fencing.;

Removal of dead or diseased trees in the side and rear yard (must submit tree removal permit with Town of Davidson Public Works department).

Commented [LL3]: Revised in accordance with Davidson Planning Ordinance (DPO) Section 9.3.3.A.2



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Minor Work Minor work projects require an application and issuance of a COA. Minor work projects may be approved by the Commission Staff if the proposed work is consistent with the Design GuidelinesStandards. Commission Staff may meet with the property owner on site if necessary to determine if the proposed work is major or minor. If the proposed work is determined to be minor, a COA shall be issued. If the Commission Staff does not approve the proposed work, an application for COA shall be presented to the HPC for review. Minor work projects are not considered to have a material effect on neighboring properties and therefore the town does not require that the adjacent property owners be notified. Staff will brief the HPC each month on COAs issued for minor works during the previous month. Staff has the discretion to refer any minor work project to the HPC for any reason. Staff does not have the authority to deny a COA or approve an after the fact COA. Minor work projects do not substantially alter the visual character of the structure or site. Minor work projects may include, but are not limited to the following:

Replacement of broken or damaged glass, as long as the replacement matches the original;

Installation of or the in-kind repair or replacement of gutters and downspouts as long as the color matches the house trim color;

Installation of new mechanical and utility equipment including but not limited to, heating and air conditioning units that are screened from view with shrubbery or appropriate fencing that meet or exceed screening requirements in the Davidson Planning Ordinance;

Light fixtures affixed to a structure that are in keeping with the neighborhood and in compliance with the Design GuidelinesStandards;

Removal of siding covering original material;

Total removal of asbestos (which must have an asbestos report submitted to the building inspector), asphalt, or other artificial siding when the original siding beneath is to be repaired and repainted or stained (if applicable);

New walks and driveways;

Construction or repair of fences and walls located in the side or rear yard that meet the Design GuidelinesStandards;

Repair of fences and walls located in the front yard that meet the Design GuidelinesStandards;

Addition of decks and patios on rear facing façade;

Construction of an arbor, water feature (not including pools), pergola and/or trellis in the rear yard;

Temporary and Permanent signage that meets standards of DPO Section 11 and the Design GuidelinesStandards;

Screening in of an existing porch that is not visible from the street;

Resurfacing buildings with material that is compatible or similar to the original siding;


8

5

Resurface porch with a material that is compatible or similar to the original or existing flooring in design and appearance;

Removal of deteriorated accessory buildings, which are not original to the site or otherwise historically significant;

Construction of small utility buildings, playhouses or playground equipment (or other minor construction) that are inconspicuously located in the rear yard (or not easily visible from a primary ROW);

Installation of skylights or solar panels which are flush mounted and inconspicuously located on non-primary façades;

Replacement of exterior stairs, landings and steps, when there is no change to the original design;

Replacement of doors and windows compatible to the style, material, size, and color;

Replacement of missing details: Replacement of missing or deteriorated siding and trim, porch floors, ceilings, columns and balustrade or other architectural details, with new materials that are identical to the original details; or

Work within a public ROW that does not impact buildings or include significant widening of a street.

Commented [LL7]: Added based on discussion at the 9/15/21 HPC meeting

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Major Work Major work projects require an application and issuance of a COA by the HPC. In general, these are projects that involve a change in the appearance of a building or site, and are more substantial in nature than routine maintenance or minor work projects. They include changes from the original design or material, or replacement, alteration, or removal of an original feature. Major works include, but are not limited to, the following:

New residential or commercial construction;

Additions (including decks visible from the ROW);

Removal or demolition of any structural part of a building except as authorized under minor works;

New residential accessory structures over 650 square feet of first floor footprint and all accessory structures ancillary to non-residential uses;

Moving of buildings, including accessory structures;

Changes to roof lines;

New roof coverings or replacement roofing that is a different material or color;

All installation of metal roofs;

Resurfacing buildings with material(s) not compatible or similar to the original material;

New shutters and awnings;

Replacement or new installation of windows and doors that is not compatible with the existing or original window(s) and/or door(s);

Replacement of architectural details when there will be a change in design or materials from the original or existing details;

Installation of a permanent or temporary handicapped ramp and exterior fire exits visible from a public ROW;

New parking areas;

Construction of fences or walls in the front yard;

Removal of healthy tree(s) in the yard(s) along the street front on private property that is greater than 4” DBH;

Removal of healthy mature tree(s) wherein the subject tree is specifically identified as significant in a historic district report or in the landmark designation ordinance (also requires a tree removal permit from the Town Arborist);

Installation of long-term (1 year or greater) or potentially long-term structures or features that may not be permanently affixed (i.e. modular units, etc.);

Discovery of any archaeological resource on the site; or

Minor work items not approved by staff.

Commented [LL8]: Added in accordance with DPO Section 9.3.3.A.2

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Town of Davidson, NC Historic Preservation Commission: Staff Analysis

November 17, 2021

Project: 712 N Main St Addition & Accessory Structure

Location: 712 N Main Street (Parcel ID 00316102)

Applicant: Stephanie & William Amadio

Designer: Nicole Perri Architecture

Planning Area: Village Infill (Local Historic District)

This is the HPC’s first review of the proposed project. The applicant has submitted this project for a possible decision at the November 17, 2021, HPC meeting. OVERVIEW The existing house at 712 N Main St, known as the Armour-Goodrum House, is a contributing building to Davidson’s Local Historic District. Built in 1900, the existing one and one-half story Queen Anne house has a hip roof with projecting cross gabled bays. The original wraparound porch includes turned posts and balusters. The exterior of the historic house is weatherboard, while a recent addition is hardi plank. All windows have been replaced. The North Main Street Local Historic District designation report is available here. CURRENT PROPOSAL The applicants propose a +/-305 SF single-story addition to the right side of the existing house. Approximately 192 SF on the second story of the house will also be renovated. A +/-700 SF accessory structure (carport) is proposed to the rear of the existing house. BEDROOM ADDITION The proposed addition will be located off the master bedroom on the right side of the house. Materials will match the existing house in style and color. The bedroom addition will have a standing seam metal roof, while the second story remodel will have a black shingle roof. The exterior will be white fiber cement siding with coordinating trim to match siding on an addition that was completed in 2006. The brick foundation will match existing brick style and color. Double hung vinyl windows without grids are shown on the front façade of the addition and full lite French doors are shown on the rear façade leading to a small porch. Porch pickets will match those on the existing front porch. Lighting will be installed at the rear door. CARPORT (ACCESSORY STRUCTURE) A 27’x26’ single-story carport is proposed behind the house in the current shed location (pictured below). The carport will include two parking stalls and a small storage area. Materials will match those proposed on the bedroom addition, including a standing seam metal roof and white fiber cement siding. Lighting will be recessed.

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https://www.ci.davidson.nc.us/DocumentCenter/View/9636/North-Main-Street-Extension-Davidson-LHD-Designation-Report

EXISTING CONDITIONS

Front of House (From Main Street)

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Front Right of House

Right Side of House

13

Right Side Elevation (Proposed Addition Location)


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Existing Shed in the Rear Yard (Proposed Carport Location)

Existing Shed in the Rear Yard (Proposed Carport Location)

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PLANNING AND DEVELOPMENT STANDARDS Below is a summary of general planning and development standards relating to this proposal. This property is in the Village Infill Planning Area and the Davidson Local Historic District Overlay. BUILDING TYPE, HEIGHT, & SETBACKS

Per Davidson Planning Ordinance (DPO) Section 2.2.4, in the Village Infill Planning Area, detached houses have the following setback requirements:

• Front: front setbacks for detached and attached houses shall be within the minimum and maximum front setbacks for buildings within 500 feet along both sides of the same street in either direction and within ten feet of the front setback for the closest house on the same side of the street.

• Side: the total of both side setbacks shall be equal to or greater than 30 percent of the lot width at the front building line; however, no side setback shall be less than five feet.

• Rear: 20’ As proposed, the house will comply with minimum setback requirements with the new addition. There is no change to the existing height of the house. An accessory structure is an above-ground structure that is clearly and customarily subordinate to a principal use or principal structure located on the same lot. Per DPO Section 4.5.8, the footprint of an accessory structure must not exceed 650 square feet or 30% of the footprint of the principal building (up to a maximum of 900 square feet), whichever is greater. At +/-700 SF, the proposed carport is less than 30% of the footprint of the existing house (+/- 3,200 SF). Materials used on both the new addition and carport are complimentary to materials already in use on site in accordance with DPO Section 4.4.1.E. HISTORIC DISTRICT DESIGN GUIDELINES

Standards for additions to historic buildings (Historic District Standards pg. 40-41) acknowledge that, “Throughout the lifespan of any building, changes in lifestyle, use, or occupancy often trigger alterations and additions. Within the Davidson Historic District, the challenge is to balance the individual needs for additions with the community’s intent to maintain the district’s historic and architectural integrity. Therefore, in the district, it is essential that additions do not compromise a building’s historic character, overpower the scale and size of the original building, misrepresent its historic chronology, destroy significant trees or building features, or significantly alter the site’s ratio of built to unbuilt area.” The proposed bedroom addition will be setback from the front façade of the existing house, off the right-side elevation and will not overpower the existing house. Height, massing, and roof form/pitch of the addition are compatible with the existing house. Materials will also be compatible with existing in color and detail. Standards for garages and accessory structures (Historic District Guidelines pg. 44-45) state that new accessory structures should be sited so that they do not compromise the overall historic character of the district streetscape. The proposed carport will be located behind the existing house and have a limited view from N Main Street. Materials will match those used on the

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http://townofdavidson.org/1006/Planning-Ordinance

http://townofdavidson.org/DocumentCenter/View/8094/Section-22-update-HDguidelines-DRBedits-fonts_20150409?bidId=

http://townofdavidson.org/DocumentCenter/View/8094/Section-22-update-HDguidelines-DRBedits-fonts_20150409?bidId=

bedroom addition and will complement the existing house. No significant site features will be impacted by the new carport’s location. The following is a list of sections of the Davidson Planning Ordinance (DPO) applicable to the proposed project.

DAVIDSON PLANNING ORDINANCE: Section 2.2.4 Village Infill Planning Area Table 2-15: Village Infill Setbacks

Section 4.4.1 Design Standards E. Materials

1. Materials shall be selected for suitability to the type of building and design for which they are used.

2. Piecemeal embellishment and frequent changes in material should be avoided.

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3. All sides of the building should use materials consistent with those on the front if visible from public streets or neighboring properties, and should be carefully designed with similar detailing, comparable quality, and compatible materials.

4. Building materials and colors shall be: a. Complementary to the materials already being used in the neighborhood, or b. If dissimilar materials are being proposed, other characteristics such as scale,

proportion, form, architectural detailing, color, and texture shall be used to ensure that the building relates to the rest of the neighborhood.

5. All facades visible from a public street or park/open space shall utilize high-quality finish materials including, but not limited to: Brick, masonry, or stone; integrally tinted, textured masonry block; stucco; wood or cementitious siding; glass.

Section 4.5.8 Accessory Structures An accessory structure is an above-ground structure that is clearly and customarily subordinate to a principal use or principal structure located on the same lot. An accessory structure is smaller in area, extent, or purpose than the principal use or principal structure. Accessory structures are permitted as established in the respective planning areas in Section 2 provided they meet the specific standards set forth in this section. A. Number of Accessory Structures

1. In the Rural Reserve and Rural Planning Areas, on lots over two acres where the proposed accessory structure is located more than 150 feet from the right-of-way or is not otherwise visible from the right-of-way, accessory structures may include a detached garage and two other accessory structures.

2. In all other situations, the number of accessory structures on a lot may include a detached garage (if there is not an existing attached garage) and one other accessory structure. If the primary structure includes an attached garage, only one accessory structure is allowed.

B. Size of Accessory Structures 1. In the Rural Reserve and Rural Planning Areas, on lots over two acres where the proposed

accessory structure is located more than 150 feet from the right-of-way or is not otherwise visible from the right-of-way, the footprint of an accessory structure shall not exceed 1,200 square feet. In all planning areas, except the Rural Reserve and Rural Planning Areas, the footprint of an accessory structure must not exceed 650 square feet or 30% of the footprint of the principal building (up to a maximum of 900 square feet), whichever is greater.

3. The height (elevation above mean sea level) of an accessory structure shall not exceed the height (elevation above mean sea level) of the principal structure or may not exceed two stories, whichever is less.

C. Location of Accessory Structures 1. A minimum of ten feet shall be maintained between the proposed accessory structure and

the following: 1) The principal structure; and, 2), any other accessory structure(s). 2. Accessory structures shall be located in the rear yard only.

______________________________________________________________________________ DAVIDSON HISTORIC DISTRICT GUIDELINES: Guidelines: Additions to Historic Buildings (pages 40-41) 1. Site additions so they do not compromise the overall historic character of the building or site

and do not damage or obscure significant historic building features.

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2. Site additions in inconspicuous locations—typically on rear elevations to minimize their visibility from the street. Inset additions from rear building corners to differentiate them from the existing building and to reduce their visibility.

3. Reduce the visual impact of an addition on a historic building and site by limiting its scale and size. It is not appropriate to construct an addition if it will visually overpower the existing building or site or substantially alter the site’s proportion of built to unbuilt area.

4. Design additions so they are compatible with the existing building in height, massing, and roof form and pitch.

5. Design additions so that the placement, configuration, materials, and overall proportion of windows and doors are compatible with those of the existing building. Select exterior surface materials and architectural details that are compatible with the existing building in terms of composition, module, texture, pattern, color, and detail.

6. Construct additions, if feasible, to be structurally self-supporting to reduce any damage to the historic building. Sensitively attach them to the historic building so that the loss of historic materials and details is minimized.

7. Protect significant site features from damage during or as a result of construction by minimizing related ground disturbance and the use of heavy construction equipment. Protect areas within the dripline of mature trees during construction. It is not appropriate to bulldoze sites within the district.

8. It is not appropriate to introduce an addition if it requires the loss of a character-defining building feature, such as an original porch or window bay, or significant site feature, such as a mature tree.

Guidelines: New Garages and Accessory Buildings (pages 44-45) 1. Site new garages and accessory buildings so they do not compromise the overall historic

character of the district streetscape or the specific site and its primary building. Site them to be consistent with other accessory buildings within the district in terms of setback and orientation to the street.

2. Site garages and accessory buildings so that the overall character of the building site—including significant site features, topography, vistas, and views—are maintained.

3. Follow the pertinent design guidelines from the District Setting section in planning related site changes related to the new construction including driveways, exterior lighting, and landscaping.

4. Reduce the impact of a garage or accessory building on the primary building and adjacent properties by limiting its scale and size. Maintain the traditional height and proportion of garages and accessory buildings in the district. It is not appropriate to construct a garage or accessory building if it will visually overpower the primary building in size or height or significantly change the site’s ratio of built to unbuilt area.

5. Design a garage and accessory building to be compatible with the specific primary building in terms of height, massing, roof form, exterior surface materials, and architectural trim work.

6. Design garages and accessory buildings so that the placement, configuration, materials, and overall proportion of windows and doors are compatible with the primary building on the site and with other garages and accessory buildings that contribute to the character of the district. Select exterior surface materials and details that are compatible in composition, module, texture, pattern, color, and detail with the primary building.

7. Design garages and accessory buildings to be compatible with but differentiated from historic garages and accessory buildings in the district. It is not appropriate to create a false

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sense of historical development through the duplication of historic features or details from an earlier era.

8. Introduce simple, utilitarian storage buildings only in locations that will not compromise the overall historic character of the primary building or the visual and spatial character of the site.

9. Protect significant site features from damage during or as a result of construction by minimizing related ground disturbance and the use of heavy construction equipment. Protect areas within the dripline of mature trees.

____________________________________ "T:\Planning_Shared_(Common)\04.BOARDS COMMISSIONS\Design Review\Agenda Packets\2021 DRB_HPC Agendas\20211117_HPC Agenda_Zoom\HPC\712 N Main St Addition\20211117 712 N Main St Addition and Accessory Structure - Staff Analysis.doc"

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PROPERTY LINE

PROPERTY LINE

EXISTING COVERED FRONT PORCH

36" X 18" CONCRETE

PAVERS

relocate existing shed

16' SETBACK

5' SETBACK

DRIVEWAY

EXIST. DRIVE 5' SETBACK

11'-0

"

2'-158"

21'-578"

3'-8

1 8"

7'-4"

WOOD STEPS

712 N MAIN ST

22'-0

"

22'-2"

EXISTING

HOUSEPROPOSED

ADDITION

308 HSF

PROPOSED

CARPORT

11'-5"

16'-714"

27'-1"

ARCHITECTURAL SITE PLAN

1/16"=1'-0"

03

SITE PLAN

DRAWING:

PAGE:

SEAL:

SCALE:

DATE:May 28th, 2021

ARCHITECT:

NICOLE PERRI, AIA, NCARB

210 DELBURG ST.

DAVIDSON, NC 28036

980.230.9317

davidsonarchitect.com

THIS DRAWING & THE DESIGN SHOWN ARE THE

PROPERTY OF NICOLE PERRI ARCHITECTURE &

SHALL NOT BE COPIED OR REPRODUCED IN

WHOLE OR IN PART. ITS USE IN ANY OTHER

PROJECT IS PROHIBITED. THIS DRAWING IS TO

BE RETURNED UPON REQUEST.

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Cover Sheet 01General Notes

The Amadio Residence

A P r o p o s e d A d d i t i o n to

02

01

COVER

SHEET

NTS

Drawing ScheduleSquare Footage CalculationsSpecial Notes:

Total Area 583 SF

Proposed (To Exterior Face of Stud)

Demo 1st Level Floor Plan 04

Partial Rear Existing Elevation07

New Side Elevation

09

New Partial Rear Elevation

11

Front Existing Elevation

05

Main Level 305 HSFHeated:

86.25 SFRear Porch:

497 HSFHeated:

86 SFUnheated:

Upper Level 192 HSFRenovated:

Site Plan 03

Carport:

400 SF:

New Front Elevation

Right Side Existing Elevation06

08

Building Perspective

13

Building Section

12

Demo 2nd Level Floor Plan


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New Cartport Proposal

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New Foundation Plan

New 2nd Level Floor Plan

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10New 1st Level Floor Plan

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DRAWING:

PAGE:

SEAL:

SCALE:

DATE:April 15, 2021

ARCHITECT:


210 DELBURG ST.

DAVIDSON, NC 28036

980.230.9317








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Revisions: October 5, 2021

Building Section

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DRAWING:

PAGE:

SEAL:

SCALE:

DATE:April 15, 2021

ARCHITECT:


210 DELBURG ST.

DAVIDSON, NC 28036

980.230.9317








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PLUMING NOTES - CONTINUED

4. Insulate Piping. Insulate all concealed hot water piping from HWH to fixtures. All piping shall beconcealed within the ceiling space, wall and chases as shown on plans.

5. Exposed piping. All exposed piping at plumbing fixtures shall be chrome plated brass with escutcheon

plates at the wall, floor or ceiling penetrations. Provide shut off valve, 3

8" at all lavatory sinks, andwater closets.

6. Shock arrestors. Contractor shall furnish and install water Shock Arrestors as required equal to

Zurn Shoktrol, installed per Manufacturer's specifications.

7. Piping. Soil, waste and vent piping shall be sloped 14" per foot minimum,

8. Dielectric Unions. Provide Dielectric unions at all connections of dissimilar metals.

9. Water Supply. Provide 3

4" RPZ backflow preventer at water supply connection point. Providesupply water shut-off valve at house locations.

10. Plumbing locations. Plumbing locations and clearance shall be coordinated with architectural,

structural, mechanical, electrical and systems trades to fit in spaces provided. All work shall be

coordinate with all trades involved.

11. Manufacturer's Name. Manufacturer's names and model number listed in the specifications or on the

schedules are for the purposes of establishing a quality of manufacturer or a specific design

configuration. Equal products, as approved by the architect/engineer will be acceptable from the

other manufacturers.

12. Water Heater. Install a 80 gallon water heater with electric disconnect and plastic drip pan.

Installation per standard building mechanical code. Provide owner with option of 2 water heaters withrecirculating pump.

13. Plumbing Waste Riser. Provide Cast Iron riser pipe located in non-public wall. Cast Iron pipe may be

substituted with PVC. If substitution used, PVC pipe must be insulated with spray foaminsulation todeaden sound produced by PVC.

PLUMBING NOTES

1. Codes. This floor plan is intended to indicate the requirements of the owner. The details of theplumbing system shall be determined by a plumbing contractor licensed according to local codes and

the local building department. This design is allowed by the NC Plumbing Code for the plumbing

systems having fewer than 250 fixture units, or if the system is to accommodate 100 or fewer

persons.

2. Verify Dimensions. Prior to the start of construction, contractor shall verify all building conditions,

coordinate all dimensions in field and verify all locations of utilities in field. These are conceptualdrawings. Report any discrepancies to the architect/engineer. All changes shall be made in writing.

3. Codes. Install all water, waster and vent piping in accordance with all applicable codes. Review

drawings and provide all work for a complete and operable system, including all incidentals, requiredby code agencies and local governing bodies.

ENERGY CODE PLAN NOTES - CONTINUED

3. Design - The interior design temperatures used for heating and cooling load calculations shall

be a maximum of 72° F for heating and minimum of 75° F for cooling.

4. Certificate - Builder to provide a compliance certificate affixed to the electrical service panel. This

certificate shall include all R-values for insulation installed in walls, floors, attic/ceiling, basement and

crawlspace walls, and ducts outside of conditioned spaces. It shall also include the window U-Factors and

SHGC. Certificate shall also state the Building air leakage test and Duct leakage test results as well as

the testing company.

5. Insulation Identification - The R-Value identification mark shall be applied by the manufacturer to

each piece of building thermal envelope insulation 12" or greater in width. For spray foam insulation, the

installed thickness of the areas covered and R-value shall be listed on the certification. For blown-in or

sprayed insulation, the thickness shall be written in inches on markers that are installed at least one for

every 300 sq. ft. of space being applied.

6. Attic Access - Access hatches from conditioned to unconditioned spaces shall be weather-stripped

and insulated to a R-10 minimum value. Vertical doors shall be weather-stripped and insulated to a R-5minimum value.

7. Installation - Insulation shall be substantially free from installation gaps, voids, or compression.

Insulation must be in permanent contact with subfloor above. Maximum 18" between tension supports,

wires or other devices that hold insulation in place. Supports shall be no more than 6" from end of

insulation. Basement wall insulation shall be installed from top of wall to 10'-0" below grade or to

basement floor which ever is less. Slab-on-grade insulation shall be installed according to N1102.2.8 and in

accordance with Table 402.1.1.

8. Enclosure - For framed walls, the cavity insulation shall be enclosed on all sides with rigid material

or an air barrier. Wall insulation shall be enclosed at all tubs, showers, stairs, fireplace units, and attic

knee-walls. Attic knee-walls of any type require solid backing enclosing the insulation. Solid air barrier is

required at framed out fireplaces, tubs, showers, and any other framed out areas.

9. Blocking - Block stud cavities at changes in ceiling height. Install blocking between insulated attic

floor and floor under heated space. Install blocking between joists to prevent air in attic from flowing under

conditioned floor. Install blocking injoist cavities under attic knee-walls.

10. Building Thermal Envelope - The building thermal envelope shall be durably sealed with an air barrier

system to limit infiltration. The sealing method between dissimilar materials shall allow for differential

expansion and contraction. Air barrier inspection shall conform to the following;

Ceiling/Attic - Sealants or gaskets provide a continuous air barrier system joining the top plate of

framed walls with either the ceiling drywall or the top edge of wall drywall to prevent air leakage. Top

plate penetrations are sealed. For ceiling finishes that are not air barrier systems such as

tongue-andgroove planks, air barrier systems, (for example, taped house wrap), shall be used above the

finish.

Walls - Sill plate is gasketed or sealed to subfloor or slab. Seal all penetrations in exterior wall

sheathing.

Windows/Doors - Space between window and exterior door jambs and framing is sealed.

Floors - Air barrier system is installed at any exposed edge of insulation. This includes

above-garage and cantilevered floors.

Penetrations - Utility penetrations through the building thermal envelope, including those for

plumbing, electrical wiring, ductwork, security and fire alarm wiring, and control wiring, shall be sealed.

Garage Separation - Air sealing is provided between the garage and conditioned spaces. An air

barrier system shall be installed between the ceiling system above the garage and the ceiling system of

interior spaces.

Duct Boots - Sealing HVAC register boots and return boxes to subfloor or drywall.

Recessed Lighting - Recessed light fixtures are air tight, IC rated, and sealed to drywall.

Exception—fixtures not penetrating the building envelope.

Building Envelope testing shall conform to N1102.4.2.2 including 0.30 CFM50/Sf of surface area

(SFSA) or Five air changes per hour (ACH50).

11. Closed Crawl Space - Closed crawl spaces shall conform to N1102.2.9. Where the floor above aclosed crawl space is not insulated, the exterior crawlspace walls shall be insulated in accordance with

table 402.1.1. Wall insulation requires that the exterior wall band joist area of the floor frame be insulated.

Wall insulation shall begin 3" below the top of the masonry foundation wall and extend down to 3" above

the top of the footing or concrete floor, 3" above the interior ground surface or 24" below the outside

finished grade, whichever is less. Insulation allowances for termite treatment and inspection shall be as

follows: 3" outside between top of insulation and bottom of siding, 6" below-grade treatment, 3" top of

insulation and bottom of sill, and 3" clearance/wicking space between bottom of insulation and top of

grade, footing, or concrete floor. Provide ground cover for un-vented crawlspaces. Overlap minimum 6"and tape seams.

12. Programmable Thermostat - Where the primary heating system is a forced-air furnace, at least

one thermostat per dwelling unit shall be capable of controlling the heating and cooling system on a daily

schedule to maintain different temperature set points at different times of the day.

13. Supplementary Heat - Heat pumps having supplementary electric-resistance heat shall have

controls that, except during defrost, prevent supplemental heat operation when the heat pumpcompressor can meet the heating load. A heat strip outdoor temperature lockout shall be provided to

prevent supplemental heat operation in response to the thermostat being changed to a warmer setting.The lockout shall be set no lower than 35° F and no higher than 40° F.

14. Duct Work - Supply and return ducts in unconditioned space and outdoors shall be insulated to

R-8. Supply ducts inside semi-conditioned space shall be insulated to R-4. Return ducts inside conditionedand semi-conditioned space are not required to be insulated. Ducts located inside conditioned space are

not required to be insulated other than as may be necessary for preventing the formation of condensation

on the exterior of cooling ducts. Building framing cavities shall not be used as supply ducts. Exhausts shall

have automatic or gravity dampers that close when the ventilation system is not operating.

15. Duct Sealing - All ducts air handlers, filter boxes and building cavities used as ducts shall be sealed.

No cloth duct tape allowed. Ducts must be sealed with UL181 or mastic. Joints and seams shall comply

with Part V Mechanical, Section 603.9 of the North Carolina Residential Code. Duct tightness shall be

verified as follows: Total Duct leakage less than or equal to 6 CFM per 100 ft² of conditioned floor areaserved by that system.

16. Mechanical Piping - Mechanical system piping capable of carrying fluids above 105° F or below 55° F

shall be insulated to a minimum of R-3. All circulating service hot water piping shall be insulated to at least

R02. Circulating system shall include an automatic or readily accessible manual switch that can turn off

the circulating pump when not in use.

17. Mechanical Equipment - Heating and cooling equipment shall be sized in accordance with the North

Carolina Mechanical Code. Equipment efficiencies shall comply with the current NAECA minimumstandards.

18. Lighting - A minimum of 75% of the lamps in permanently installed lighting fixtures shall be

high-efficacy lamps.

19. Voluntary Criteria - Additional voluntary criteria for increasing energy efficiency shall conform to

Appendix E-4 and the High Efficiency Residential Option (HERO) code. This includes improvements that

have been evaluated to be most cost effective for achieving an additional 15-20% improvement in energy

efficiency beyond code minimums.

GENERAL NOTES

1. Contractor to ensure subcontractors receive a complete set of drawings for coordination with alltrades.

2. Scale. Do not scale drawings, these are conceptual plans.

3. Codes. All work shall be performed in accordance with these plans and specifications and comply

with all applicable national, state and local building codes. It is the responsibility of the contractor toinsure compliance with said codes.

4. Job Site. Contractor shall visit job site and notify owner of any conditions not included in thesedocuments which require corrective or additional actions. Report any discrepancies to the architect.

5. Dimensions. All dimensions are to face of stud walls or masonry foundation. Contractor to verify alldimensions prior to construction. Report any discrepancies to the architect/engineer. All changes

shall be made in writing.

6. Plan Review. The contractor is responsible for all site conditions, including but not limited to:

orientation, drainage, soil bearing, and other subsurface conditions.

7. Changes or Modifications to Plans. Any minor or required changes or modifications to this plan do

not reduce or void the copyrights covering this set of plans in any way. Modifications to this plan, for

any reason, should be executed by an architect or engineer only. Architect accepts no responsibility

for the quality and completeness of any changes attempted unless consulted.

8. Installation. All materials, supplies and equipment shall be installed per manufacturers

recommendations and per applicable codes and requirements. The architect shall not have control or

charge of and shall not be responsible for construction means, methods, techniques, sequences, or

procedures in connection with the work, for the acts or omissions of the contractor, sub-contractor,

or any other person performing any of the work, or for the failure of any of them to carry out the

work in accordance with the contract documents.

9. Material Storage. Materials stored on site shall be protected from damage by moisture, wind, sun,

abuse or any other harmful affects.

10. Products used. Manufacturer's names and model number listed in the specifications or on the

schedules are for the purpose of establishing a quality of manufacturer or a specific design

configuration. Equal products, as approved by the owner, will be acceptable from other

manufacturers.

11. Workmanship. All work to be first rate, high quality, and accomplished in a workmanlike manner by

skilled craftsmen using accepted practices and methods appropriate to the trade involved.

12. Permits. Prior to construction, the owner shall be responsible to obtain all required permits,

approvals and final certificate of occupancy. The contractor will assist in obtaining all such necessary

permits, approvals, and certificates. No construction or fabrication shall begin until the contractorhas received and thoroughly reviewed all plans and other documents approved by all the permitting

authorities. Prior to construction, contractor/owner shall verify service with utility agency.

13. Contract Documents. These Contract Documents are the property of the Architect and shall not

be used without his or her written consent. The Contract Documents shall not be used for issue of

a building permit unless signed and sealed by the Architect.

14. HVAC. Size, location and equipment specifications shall be determined by a licensed Mechanical

Contractor to meet the owner's requirements. Details of HVAC system shall comply with allapplicable codes. Mechanical Contractor shall provide min. 1 year warranty.

15. Electrical. Electrical plan is intended to indicate the owner's requirements. The details of the

electrical system shall be determined by an Electrical Contractor licensed according to the State of

North Carolina. All work shall comply with the NEC and local and state codes.

16. Plumbing. Plumbing fixtures are shown in their approximate locations. Do not scale the Plans. The

details of the plumbing system shall be determined by Plumbing Contractor licensed according to the

State of North Carolina. Coordinate all water and waste lines with the building structure. All workshall comply local and state codes.

17. Termite Control. The soil beneath a slab on grade shall be chemically treated before the concrete is

placed. Verification of the treatment shall be attached to the permit showing the name of the

applicator, chemical name, and areas treated.

18. Slab Finish. Provide steel trowel finish for all interior slab areas and garage. Create a broom finish

texture for all exterior concrete patios and sidewalks. Color, if any, to be determined by owner.Provide expansion joints as required.

DESIGN CRITERIA/LOADING CONDITIONS

1. Design Criteria. All new structural elements shall be in compliance with International Residential

Building Code with North Carolina Amendments, 2018 and all local and state codes as required bythe building inspector.

2. Design wind load = SEE STRUCTURAL NOTES

3. Floor Live load = SEE STRUCTURAL NOTES

Roof Live load = SEE STRUCTURAL NOTES

Roof Dead load = SEE STRUCTURAL NOTES

Snow Load = SEE STRUCTURAL NOTES

4. Soil Bearing Capacity. SEE STRUCTURAL NOTES

MECHANICAL NOTES

1. Codes. This floor plan is intended to indicate the requirements of the owner. The details of themechanical system shall be determined by a mechanical contractor licensed according to NorthCarolina and the local building department.

2. Verify Dimensions. Prior to start of construction, contractor shall verify and coordinate all

dimensions in field. These are conceptual drawings. Report any discrepancies to thearchitect/engineer. All changes shall be made in writing.

3. Ductwork. All A/C ductwork to have a minimum R-6 insulation value with 1 1/2" rigid fiberglass, or

approved equal. All work shall be coordinated with all trades involved. Offsets in ducts and piping,divided ducts, and transitions around obstructions shall be provided at no additional cost to the

owner.

4. Review Drawings. Review drawings and provide all work for a complete and operable system,

including all incidentals, required by code agencies and local governing bodies.

5. Copper Piping. All refrigerant copper piping above grade to be insulated with 1" wall Armaflex to

eliminate condensate dripping from piping. Provide 3/4" PVC condensate line to exterior as requiredby code.

6. Thermostats. Locate thermostats 5'-0" or as directed, above finished floor elevation. Thermostats

shall be programmable standard electric subbase type for manual selection of heating or cooling and

manual fan-off-auto selector switch. Locate thermostat near return air duct. See also energy codenotes.

7. Ductwork and Diffuser Locations. Ductwork and diffuser locations and clearances shall be

coordinated with architectural, plumbing, electrical and systems trades to fit spaces provided.

8. Support of Ductwork. All equipment, ductwork, etc. shall be supported from structural members as

required to provide minimal vibration.

9. Manufacturer's Name. Manufacturer's names and model number listed in the specifications or on the

schedules are for the purpose of establishing a quality of manufacturer or a specific design

configuration. Equal products, as approved by the architect / engineer, will be acceptable from other

manufacturers.

10. HVAC. Provide electric disconnect at air handler and compressor. Provide plastic drip pan with

water sensor. Details of air-handler system to comply with International Mechanical Code and

Energy Efficiency code.

11. Zoned System. Provide separate zoned heating and cooling as distinguished by owner.

ELECTRICAL PLAN NOTES

1. Codes. This floor plan is intended to indicate the requirements of the owner. Locations as shown on

plans are schematic, consult with the owner prior to installation. The details of the electrical system

shall be determined by an electrical contractor licensed according to North Carolina and by the localbuilding department. Install all electrical wiring, conduit and panel boxes, co-axial cable, and telephonewiring per local codes. All electrical work to be in accordance with N.E.C. Review drawings and

provide all work for a complete and operable system, including all incidentals, required by codeagencies and local governing bodies.

2. Verify all Dimensions. Prior to start of construction, Electrical contractor shall verify and coordinate

all dimensions in field. These are conceptual drawings. Report any discrepancies to the Architect. All

changes shall be made in writing.

3. Power Panel. Provide recessed electrical power panel as indicated, (by electrical contractor). Installin accordance with all applicable codes.

4. Electrical Meter Panel. Consult electrical engineer for panel size and load requirements. Verify

location with the power company for transformer location.

5. Smoke Detector. Provide surface mounted, direct wired smoke detectors located on ceilings or

walls in conformance with Fire Marshall's requirements.

6. Not Used.

7. Electrical Layout. All electrical service shall comply with National Electrical Code, standard buildingcode, N.F.P.A. and all other applicable state and local codes. Locations are suggested only. Consult

your engineers and subcontractors for exact locations, specifications, sizes and code compliance.

8. Engineering. This drawing represents power and communication receptacle, ceiling fixture locationsand switching diagrams as suggestions only, and shall not be utilized as an engineering document.

9. Cover Plates. Install white cover plates throughout interior of home unless otherwise specified by

owner. At the exterior, install silver cover plates with waterproof covers, or as required by code.

10. Switches and Receptacles. When two (2) or more switches or receptacles are located together;

gang with one common faceplate. If they cannot be ganged, install with a minimum distance between

units.

11. Receptacles. Install all receptacles at 18" on center (OC) above finished floor. At counters, locate

receptacles at 44" on center (OC) above finished floor. All receptacles to be tamper resistant.

12. Switches. Install switches 48" on center (OC) above finished floor, unless otherwise noted. Locate

light switch cover plates to avoid conflict with moldings.

13. Appliances. Provide and install necessary electrical requirements for appliances. Check

manufacturer's recommendations.

14. Telephone. Install cabling for telephone. Locations as shown on plans are schematic, consult with theowner prior to installation.

15. Cable. Install cabling for cable TV system. Locations as shown on plans are schematic, consult withthe owner prior to installation.

The following items, if required by owner, will be coordinated by a separate consultant to the owner.

16. Sound System. Wire for sound system, as outlined on the plans. Coordinate with sound system

company and the owner for final locations

17. Alarm System. Install alarm system, as outlined on the plans. Coordinate with alarm system

company and the owner for final locations.

18. Back Up System. Provide for future back-up generator as required by owner. Coordinate size andcapacity with owner.

STAIR DESIGN SHALL CONFORM TO THE FOLLOWING PER 2018 NCRC

1. The greatest tread depth or the greatest riser height shall not exceed the smallest by more than

3/8".

2. The top and bottom riser of interior stairs shall not exceed the smallest riser within that stair run by

more than 3/4".

3. The height of the top and bottom riser of the interior stairs shall be measured for permanent finished

surface to permanent finished surface (carpet excluded).

4. Where the bottom riser of an exterior stair adjoins an exterior walk, porch, driveway, patio, or

finished grade, the height of the riser may be less than the height of the adjacent riser.

5. Stairs with 4 or more risers require a handrail. Guardrails/handrails are required on all porches,

balconies or raised floor surfaces located more than 30" above the floor or grade below. Guardrails

shall not be less than 36" in height. Open sides of stairs with a total rise of more than 30" above

the floor or grade below shall have guardrails not less than 34" nor more than 38" in height

measured from nosing of the treads.

6. Handrail grip size. Then handgrip portion of the handrails shall not be more than 2" in cross-sectionsal

dimension or the shape shall provide an equivalent gripping surface. The handgrip portion shall have a

smooth surface with no sharp corners.

7. Picket spacing on the open side of stair treads only. Pickets can be spaces such that a 4-3/8"

sphere cannot pass through.

8. Exterior and Garage handrails (decks, screen porches, garage, and areas exposed to weather) shall

not be more than 3-1/2" in cross section.

ENERGY CODE PLAN NOTES

1. This building shall conform to the 2018 N.C. Energy Conservation Code.

2. Insulation and Fenestration Requirements shall be as follows:

CLIMATE ZONE 3 (MECKLENBURG/CABARRUS)

Fenestration U-Factor 0.35Skylight U-Factor 0.55

Glazed Fenestration SHGC 0.30

Ceiling R-Value 38 for Cavity (e,f,)

30ci for Cont. (e,f)

Wall R-Value 15 for Cavity

13+2.5 (a)

Mass Wall R-Value 5/13 for Cavity (b)

5/10ci for Cont. (b)

Floor R-Value 19

Basement Wall R-Value 5 / 13 (c)

Slab R-Value 0 (d)

Crawlspace Wall R-Value 5/13 (c)

(a) The first value is cavity insulation, the second is continuous insulation, so "13+2.5" means R-2.5

continuous insulation. If structural sheathing covers 25 percent or less of the exterior, insulating

sheathing is not required where structural sheathing is used. If structural sheathing covers more than

25 percent of exterior, structural sheathing shall be supplemented with insulated sheathing shall be

supplemented with insulated sheathing of at least R-2.

(b) The second R-value applies when more than half the insulation is on the interior of the mass wall.

(c) 10/15 means R-10 continuous insulated sheathing on the interior or exterior of the wall or R-15

cavity insulation on the interior of the wall.

(d) For monolithic slabs, insulation shall be applied from the inspection gap downward to the bottom of

the footing or a maximum of 24 inches below grade, whichever is less. For floating slabs, insulation shall

extend to the bottom of the foundation wall or 24 inches. R-5 shall be added to the required slab edge

R-values for heated slabs.

(e) R-30 shall be deemed to satisfy the ceiling insulation requirement wherever the full height of

uncompressed R-30 insulation extends over the wall top plate at the eaves. Otherwise R-38insulation is required where adequate clearance exists or insulation must extend to either the insulation

baffle or within 1" of the attic roof deck.

(f) Table value required except for roof edge where the space is limited by the pitch of the roof, there the

insulation must fill the space up to the air baffle.

(g) Basement wall meeting the minimum mass wall specific heat content requirement may use the mass

wallR-value as the minimum requirement

1.

CLIMATE ZONE 4 (IREDELL)

Fenestration U-Factor 0.35Skylight U-Factor 0.55

Glazed Fenestration SHGC 0.30

Ceiling R-Value 38 for Cavity (e,f)

30 for Cont. (e,f)

Wall R-Value 15 for Cavity,

13+2.5 (a)

Mass Wall R-Value 5/13 for Cavity (b)

5/10ci for Cont. (b)

Floor R-Value 19

Basement Wall R-Value 10 / 15 (c)

Slab R-Value 10 (d)

Crawlspace Wall R-Value 10/15 (c)

4 INCHESMAXIMUMSPACING

GUARDRAIL HEIGHT AT

LANDING MEASURED FROM

FINISHED FLOOR (EXCLUDING

CARPET) 36" INCHES

MINIMUM PER 2018 NCRC

GUARDS NOT LESS

THAN 36 INCHES IN

HEIGHT MEASURED

FROM TREADNOSING

6 INCH

SPHERE

CANNOTPASS

HANDRAIL SHALL BE NO

LESS THAN 36"" & NO MORE

THAN 38" ABOVE TREAD

NOSING PER 2018 NCRC

MAX. NOSING NOT LESS

THAN 3\4 INCH NOT MORE

THAN 114 INCH

AT OR BELOW

HANDRAIL

27" AT OR BELOW WHENHANDRAILS ARE

PROVIDED ON BOTH

SIDES

3'-0"

MIN 31.5"

8

1 4"

MA

X

9"MIN.

34

"-3

8"

6'-8

"

MIN

.

3'-0" MIN.

GENERAL

NOTES

02

NTS

23

1/4"=1'-0"

04

DEMO 1ST LEVEL

FLOOR PLAN

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980.230.9317








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PORCH7'6 CEILING

EXISTINGA/C UNITS

EXISTINGHOSECONNECTION

FOYEROFFICE

UP 14 RISERSTO LANDING

ABOVEMASTERBEDROOM

HALL7'0 CEILING

MASTERBATH

MASTERCLOSET

NOT PART OF ADDITION SCOPE AREA

MUD ROOM

EXISTING 1ST LEVEL FLOOR PLAN

26'-4"

5'-718"

5'-4"

5'-7 18 "

17'-7"

7'-11"

16'-4

"26

'-0

"

6"

3'-0

"11'-9

1 2"

15'-3"

7'-8

"7'-9

"8

'-113 8

"9

'-0

1 8"

4'-3" 8'-8" 3'-4" 2'-612" 7'-1

58

" 8'-138

" 8'-134"

59

'-11"

42'-2"

52'-0

"

9'-3

3 4"

9'-3

3 4"

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1/4"=1'-0"

05

DEMO 2ND LEVEL

FLOOR PLAN

BEDROOM

UP

OPEN TOBELOW

5'-3"

4'-0

"

BATHROOM

CLOSET

7'-5

"

6'-7"

EXISTINGBEDROOM

8' ceiling

EXISTING 2ND LEVEL FLOOR PLAN

ATTIClow sloped ceiling

16'-5

"18

'-7

1 2"

9'-6

3 8"

8'-5

1 8"

EXISTING CHIMNEYTO REMAIN

DEMOEXIST. CL.

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NA

06

FRONTAL EXISTING

ELEVATION

EXISTING FRONT ELEVATION - NORTHWEST FACING

12

12

12

12

3

12

MAIN LEVELSUB-FLOOR

HEADERHEIGHT

7'-0

"

ROOF AND VENT TOBE DEMOLISHED

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1/4"=1'-0"

07

RIGHT SIDE EXISTING

ELEVATION

RIGHT SIDE ELEVATION (PARTIAL) - SOUTHWEST FACING

2

12

3

12PLATEHEIGHT

MAIN LEVELSUB-FLOOR

HEADERHEIGHT

9'-4

"

7'-0

"

ROOF AND VENT TOBE DEMOLISHED

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08

EXISTING REAR

ELEVATION (PARTIAL)

MOUNTEDTV

EXISTING REAR ELEVATION (PARTIAL) - SOUTHEAST FACING

12

12ROOF AND VENT TOBE DEMOLISHED

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NEW FOUNDATIONPLAN

1/4"=1'-0"


ABOVEEXISTING BASEMENT


16'-3"

25

'-4

1 2"

9'-0

1 8"

26'-4"

15'-5

"

16'-3"

18'-7

1 2"

NEW FOUNDATION PLAN



NEW FOOTINGSEE STRUCTURAL

NEW FOOTINGSEE STRUCTURAL

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NEW 1ST LEVEL

FLOOR PLAN

1/4"=1'-0"

PORCH7'6 CEILING

EXISTINGA/C UNITS

EXISTINGHOSECONNECTION

FOYEREXISTING OFFICE


ABOVEEXISTING MASTER

BEDROOM

EXIST. HALL

MASTERBATH

MASTERCLOSET


MUD ROOM

NEW PORCH

16'-3"

6'-618

"6'-458

"

5'-11

1 8"

3'-10

3 4"

3'-10

3 4"

5'-11

1 8"

5'-9

"

25

'-4

1 2"

5'-4"

9'-7

1 2"

7'-914"7'-9

14"

9'-6 12"

4'-11

1 8"

9'-0

1 8"

26'-4"

5'-718"

5'-4"

5'-7 18 "

17'-7"

7'-11"

16'-4

"26

'-0

"

16'-3"9'-8"16'-3"

15'-5

"

16'-3"

6"

3'-0

"

15'-3"

6"

4'-9

"

8'-11

1 2"

18'-7

1 2"

NEW 1ST LEVEL FLOOR PLAN

10" TREADSDOWN TOGRADE

2'-7"3'-8"

3'-234"

2'-23 8

"

SEE STRUCTURAL FORNEW POINT LOAD

CALC.

WOOD W/ MASONRY FOUNDATION



EXISTING WINDOW TOREMAIN

15

1

15

1

1. REFER TO STRUCTURAL SHEETS FOR ALL

WALL HEIGHT NOTES.

2. ALL DOORS TO BE 6" OFF CORNERS U.N.O.

3. VERIFY ALL WINDOW SIZES WITH SUPPLIER

FOR ACTUAL SIZE AND EGRESS PRIOR TOORDERING.

4. OWNER TO VERIFY FINISHES. G.C. TO

COORDINATE WITH OWNER FOR FINISH AND

STYLE SELECTIONS.

5. ALL STAIRS AND RAILING TO BE INSTALLED IN

ACCORDANCE WITH 2018 NORTH CAROLINA

RESIDENTIAL CODE.

6. G.C.TO VERIFY GRADE AND COORDINATE

NUMBER OF STEPS REQUIRED AT ENTRY

AREAS PRIOR TO CONSTRUCTION.

7. ALL WALLS ARE NOMINAL 2X 4 STUD WALLS

DIMENSIONED EITHER TO THE CENTER OF THE

STUD (AT INTERIOR LOCATIONS OR TO THE

OUTSIDE FACE OF STUD (ALL EXTERIOR

LOCATIONS)

MAIN FLOOR NOTES

CL. - CENTER LINECLG - CEILING

DBL. - DOUBLE

F.W.H - FINISH WALL HEIGHTHDR. - HEADER

HT - HEIGHTK.W. - KNEE WALL

M.O. - MASONRY OPENING

O/ - OVERO.H.C. - OVERHEAD CABINETS

PLT. - PLATE

REF. - REFRIGERATOR

SIM. - SIMILAR CONDITION

T.D.S. - TURNED DOWN SLABVER. - VERIFY

V.I.F. - VERIFY IN FIELD

W/ - WITH

W.S. - WEATHERSTRIPPING

ABBREVIATIONS

LEGEND

PLAN DETAIL

SECTION DETAIL?

A???

ROOM NAME

CEILING HEIGHT

WALL OPENING ABOVE

NEW 2X4 STUD WALL

BUBBLE

MARKER

NEW DOOR

?

A???

ROOM10' CEILING

HARDWOOD FLOOR FINISH

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EXISTING 2ND LEVEL FLOOR PLAN

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NEW 2ND LEVEL

FLOOR PLAN

1. REFER TO STRUCTURAL SHEETS FOR ALL

WALL HEIGHT NOTES.

2. ALL DOORS TO BE 6" OFF CORNERS U.N.O.

3. VERIFY ALL WINDOW SIZES WITH SUPPLIER

FOR ACTUAL SIZE AND EGRESS PRIOR TOORDERING.

4. OWNER TO VERIFY FINISHES. G.C. TOCOORDINATE WITH OWNER FOR FINISH AND

STYLE SELECTIONS.

5. ALL STAIRS AND RAILING TO BE INSTALLED INACCORDANCE WITH 2018 NORTH CAROLINA

RESIDENTIAL CODE.

6. G.C.TO VERIFY GRADE AND COORDINATE

NUMBER OF STEPS REQUIRED AT ENTRY

AREAS PRIOR TO CONSTRUCTION.

7. ALL WALLS ARE NOMINAL 2X 4 STUD WALLS

DIMENSIONED EITHER TO THE CENTER OF THE

STUD (AT INTERIOR LOCATIONS OR TO THE

OUTSIDE FACE OF STUD (ALL EXTERIOR

LOCATIONS)

UPPER FLOOR NOTES

NOTE:

SEE ELEVATIONS FOR ALL EXTERIOR FINISHES.

CL. - CENTER LINECLG - CEILING

DBL. - DOUBLE

F.W.H - FINISH WALL HEIGHTHDR. - HEADER

HT - HEIGHT

K.W. - KNEE WALLM.O. - MASONRY OPENING

O/ - OVER

O.H.C. - OVERHEAD CABINETS

PLT. - PLATEREF. - REFRIGERATOR

SIM. - SIMILAR CONDITION

T.D.S. - TURNED DOWN SLAB

VER. - VERIFYV.I.F. - VERIFY IN FIELD

W/ - WITH

W.S. - WEATHERSTRIPPING

ABBREVIATIONS

LEGEND

PLAN DETAIL

SECTION DETAIL?

A???

ROOM NAME

CEILING HEIGHT

WALL OPENING ABOVE

NEW 2X4 STUD WALL

BUBBLE

MARKER

NEW DOOR

?

A???

ROOM10' CEILING

HARDWOOD FLOOR FINISH

NOTES:

ALL DIMENSIONS TO BE VERIFIED BY CONTRACTOR

PRIOR TO CONSTRUCTION.

REPORT ALL DISCREPANCIES BACKTO ARCHITECT.

BEDROOM

DN

OPEN TOBELOW

CLOSET

4'-9"

11'-4"

15'-11"

EXISTINGBEDROOMRAISE CEILING TO EXISTINGSLOPED ROOF, FURR DOWNFOR INSULATION PER LOCALCODE.

NEW BATHSLOPED CEILING

tile

36x60shower pan

NEW CLOSETSLOPED CEILING

16'-6"

UNDER 60"CEILING

10'-3"

15

1

15

1



EXISTING STAIR

UTILIZE EXISTINGCLOSET BELOW FOR

PLUMBING CHASE

EXISTING CHIMNEYTO REMAIN

EXISTING OFFICEEXTERIOR

WALL BELOW

NEW ADDITION WALLBELOW, SEE

STRUCTURAL FORPOINT LOAD

8'-4

"5

'-10

1 2"

12'-9

"12

'-9

"

5'-9

7 8"

7'-8

3 4"

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NEW FRONT ELEVATION - NORTHWEST FACING

12

12

12

12

PLATEHEIGHT

MAIN LEVELSUB-FLOOR

HEADERHEIGHT

9'-0

"

7'-0

"

2.75

12

3

12

ADDITION

16'-3"

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12

NEW FRONTAL

ELEVATION

12'-8

5 8"

NEW ROOF TO MATCHEXISTING SLOPE,NEW WINDOW

*ALL FLASHING TO BE INSTALLED PERR703.5.7.-703.8

*BUILDING WRAP TO BE INSTALLED PER 703.1

*HVAC UNITS TO BE RELOCATED IN FIELD

ELEVATION NOTES

LAP SIDING

BOARD AND BATTENSIDING

ASPHALT SHINGLES

METAL ROOF

MASONRY BRICK

LEGEND

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1/4"=1'-0"

NEW RIGHT SIDE

ELEVATION

RIGHT SIDE ELEVATION (PARTIAL) - SOUTHWEST FACING

2

12

3

12PLATEHEIGHT

MAIN LEVELSUB-FLOOR

EXISTING HEADERHEIGHT

9'-4

"

7'-0

"

6'-8

"

HEADERHEIGHT

25'-6"

9'-0

"

PLATEHEIGHT

ADDITION

7'-0

"

HEADERHEIGHT


2'-0"

4'-4

"

3'-4"

1'-10

"

7'-0

"

HEADERHEIGHT

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MOUNTEDTV

NEW REAR ELEVATION (PARTIAL) - SOUTHEAST FACING

12

12

PLATEHEIGHT

MAIN LEVELSUB-FLOOR

HEADERHEIGHT

9'-0

"

6'-8

"

2.75

12

16'-3"

ADDITION

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NEW REAR ELEVATION

(PARTIAL)

1/4"=1'-0"

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1/4"=1'-0"

BUILDING SECTION

NEWSHOWER

NEWCLOSET

BUILT-INSDRAWERS

5'-6

"

9'-0

"

EXISTING OFFICE

PARTIAL BUILDING SECTION THROUGH NEW ROOF OVER MASTER

EXISTING MASTER BEDROOM

3

12

3'-0

"

SEE STRUCTURAL FORFRAMING

REQUIREMENTS

2X RIDGE PER STRUCTURAL PLANS

2X6 COLLAR TIES AS REQUIREDBY CODE

ASPHALT SHINGLES TO MATCHEXISTING W/ 30# FELT OVER 2xRAFTERS PER PLANS

MIN R-38 INSULATION OR AS REQUIREDBY LOCAL CODE

1'-9

"

MIN

.

EXISTING BASEMENT

EXISTINGCLOSET/CHIMNEY

PROVIDE INSULATIONFOR ACCOUSTICS AND

AS REQUIRED PERLOCAL CODE

4'-0

"

COORDINATE NEW ROOF WITH EXISTINGHIP ROOF SLOPE. CONFIRM BEARINGPOINTS WITH STRUCTURAL SHEETS

SEE STRUCTURAL FORBEAM SIZE ANDREQUIREMENTS

VERIFY INSUL. PERLOCAL CODE

MAIN LEVELSUB-FLOOR

9'-4

"

7'-0

"

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1/4"=1'-0"

BUILDING SECTION

THROUGH ADDITION

2

12

3

12PLATEHEIGHT

MAIN LEVELSUB-FLOOR

EXISTING HEADERHEIGHT

9'-4

"

7'-0

"

6'-8

"

HEADERHEIGHT

25'-6"

9'-0

"

PLATEHEIGHT

ADDITION


2'-0"

4'-4

"

7'-0

"

HEADERHEIGHT

BUILDING SECTION THROUGH ADDITION

NEW BEDROOM

CRAWLSPACE W/ VENTING AS REQUIRED

9'-0

"2'-8

7 8"

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BUILDING

PERSPECTIVE

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1/4"=1'-0"

BUILDING

PERSPECTIVE

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1/4"=1'-0"

BUILDING

PERSPECTIVE

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NEW CARPORT PLAN

NEW CARPORT FRONT ELEVATION

26

'-0

"

27'-0"

STO

RAGE

4'-6"

21'-10"

NEW CARPORT SIDE ELEVATION

2

12

2

12

9'-7"9'-7"

NEW CARPORT REAR ELEVATION

9'-8

"

PLATEHEIGHT

9'-8

"

PLATEHEIGHT

9'-8

"

CARPORT PERSPECTIVE

2

12

PLATEHEIGHT

13'-0

"13

'-0

"

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1/4"=1'-0"

NEW CARPORT

PROPOSAL

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712 N Main Street Addition and Carport

All materials to MATCH existing home, including siding, trim, gutters, paint color, roofing materials, windows and exterior rear doors

Roof Shingles

● 2nd Story remodel: CertainTeed Carriage House Black Pearl Shingles (to match existing

shingle roof on home) ● Bedroom addition and carport: v24 Gauge MRS Series 1000 16” O.C. Standing Seam

Roof System (to match existing metal roof on main home)

Siding ● Fiber Cement Lap Siding 5” (To match the siding on the addition that was completed in

2006) with coordinating trim

● Will be painted the same white as the remaining home (Sherwin Williams Exterior Duration Satin Custom Match White)

● Brick base/foundation will match existing brick style/color Windows

● Double hung vinyl windows (no grids) ● There are no original windows in the house. All have been replaced at/by various

times/owners over the years

Exterior Doors ● Full Lite French/Patio Door to match the existing rear door. ● Carport storage doors will be 2 panel exterior door painted to match siding (white)

● Porch pickets to match existing front porch pickets Exterior Lighting

● The front of the house has only recessed lighting on the front porch. Rear has corner flood lights as well as a small side fixture next to the rear door that was added in 2006.

● New rear porch addition and existing rear door will have coordinating light fixtures similar to:

● ● Carport to have recessed utility lighting

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DAVIDSON MAIN STREET BUSINESS GRANT OPERATING GUIDELINES

FY2020-21 I. GRANT

A grant to be known as the Davidson Main Street Business Grant (the “Grant”) is established in the Town of Davidson (the “Town”) through N.C. Gen. Stat. § 143B-472.35 (the “Act”). This grant shall be administered by the Town of Davidson. The Town of Davidson shall be responsible for disbursement of all funds as provided in the legislative language and in these guidelines. The Davidson Main Street Solutions Grant is a reimbursable, matching grant program. The Town of Davidson is authorized to award grants totaling not more than ten thousand dollars ($10,000) to each eligible participant. Private funds must be committed to match the amount of any grant from the Davidson Main Street Solutions Grant on a basis of a minimum of two dollars for every one dollar provided from the Town of Davidson. II. PURPOSE OF THE PROGRAM

The Program is intended to strengthen the local economy and the town’s role as a regional independent business and employment hub. The goals of this Program are:

• To provide direct financial benefit to small businesses.

• To retain and create jobs in association with small businesses.

• To spur private investment in association with small businesses.

III. ELIGIBLE APPLICANTS

Grant money shall be available to designated retail businesses in Davidson’s local historic district defined in the Town of Davidson’s planning ordinance as retail: Uses in which the principal use of purpose is the sale of goods, products, merchandise, or services directly to the consumer. Retail establishments promote high walk-in customer counts, are shopping destinations, provide visual interest and create active street life but are not detrimental to the district in which it is located. Uses include but are not limited to: alcoholic beverage retail sales; art or antique shop, including art supplies and framing materials; automobile accessories and supplies (excluding installation); bar/tavern/nightclub, beer or wine shops, and brewpubs; book, stationery, card store, or newsstand; clothing, shoe, dry goods or notions store; cosmetic and beauty supply store; department, furniture, home furnishings and small appliances, interior decorating store (with incidental interior service); jewelry store; kitchen store; leather goods/luggage; music/video sales or rental; optical/auditory store (with incidental exam); pet shop; restaurant, coffee shop, or

42

delicatessen; vintage or consignment shop; specialty food store, including bakery, fruit, vegetable, fish, or meat market; sporting goods store; and variety store. Please see attached addendum for uses NOT considered as retail. IV. ELIGIBLE ACTIVITIES

Local historic district economic development initiatives that do the following:

• Funds may be used to support the rehabilitation of properties or for new construction.

• Funds must be used for exterior or interior improvements that are permanent. For example, funds may be used for windows, floors, etc. but not used for tables and chairs.

• Projects must spur private investment.

• Projects must provide direct benefit to small business retention, expansion or recruitment.

• Projects must retain or create jobs in association with small business.

V. GRANT AMOUNTS

The Davidson Main Street Business Grant is a reimbursable, matching grant program. The Town of Davidson is authorized to award grants totaling no more than a maximum of ten thousand dollars ($10,000) to each eligible business. The minimum grant that may be requested is one thousand dollars ($1,000). Private funds must be committed to match the amount of any grant from the Davidson Main Street Solutions Grant on a basis of a minimum of two dollars for every one dollar provided from the Town of Davidson. The grant match may constitute a combination of any of the following public or private funding which may include:

• Cash, and/or

• Local community grant, and/or

• Investments, and/or

• The donation of property (an appraisal completed by a licensed appraiser must be submitted to document value)

VI. APPLICATION DATES

Applications will be accepted beginning January 8, 2021. The first application period will be from January 8, 2021 through January 31, 2021. Additional application periods will be on a 90 day rolling basis until all funds are exhausted. Money can’t be withheld on the hope that a future application may be submitted. VII. GRANT AWARDS AND GRANT ADMINISTRATION

A panel of Davidson citizens and town staff will be established to:

• Review all applications.

• Determine whether the activities listed in the application are eligible for a grant.

43

• Select applicants to receive funds and determine the amount of funding that they will receive.

A local grantee shall agree to release, indemnify and hold the Town of Davidson harmless with respect to any Davidson Main Street Business Grant. Additionally, grantees are required to ensure compliance with all applicable laws, rules, regulations, requirements and policies. Such requirements apply to all Project activities, whether or not the work is performed by the grantee or some other third party and whether or not Grant funds have been awarded or distributed to any third parties or sub-recipients. To the extent that applicable laws, rules, policies or requirements are not followed (including, but not limited to representations made by a grantee in its application), the Town can take a variety of corrective actions. Among other things, this includes the right of the Town to (1) withhold or deny reimbursement of the full amount of the Grant to grantee where there is noncompliance with any applicable law, rule, policy or requirement (even when such noncompliance is the result of a third party’s action) and/or (2) require the grantee to repay all or part of a Grant where improper use of the funds or non-compliance with any law, rule, regulation or requirement has occurred.

VIII. REVIEW CRITERIA

All project applications will be reviewed to ensure that they meet the minimum eligibility requirements and that proposals are complete. Complete proposals will include the following: _____Completed Town of Davidson Main Street Business Grant application _____Copy of applicant’s business plan _____Copy of applicant’s marketing plan _____Copy of any building and/or site plans (if applicable) _____Timeline for implementation of project _____Copy of project budget including how grant funds will be used IX. PROJECT SCORING

Each application is scored competitively. Ratings are based on general review criteria, performance and timeliness, and application and response materials received as a result of these guidelines. Grant Selection Criteria: 1. Develops innovative solutions that directly address the needs of small business 2. Spurs private investment 3. Creates or retains jobs 4. Outlines benefits and impact on the community 5. Contributes to the vision of Davidson as regional independent business hub 6. Contributes to downtown Davidson as a regional shopping/dining destination 7. Complete and thorough application

44

ADDENDUM TO DAVIDSON MAIN STREET BUSINESS GRANT

Services NOT considered Retail:

• Business Support Services: These establishments provide any of the following: document preparation, telephone answering, mailing (except direct mail advertising), court reporting, and steno typing. They may operate copy centers, which provide photocopying, duplicating, blueprinting, or other copying services besides printing. They may provide a range of support activities, including mailing services, document copying, facsimiles, word processing, on-site PC rental, and office product sales.

• Commercial Services: Uses that provide personal services often in small storefronts, such as appliance, equipment, or computer repair; cosmetic services, including hair and nail salons and barber shops; clothing alterations, tailoring and dressmaking; day spa; dry cleaning or laundry services, including coin-operated laundries, but not including industrial dry cleaning or laundry; locksmith; massage therapy; pet grooming; shoe repair; weight loss centers; and non-permanent make-up services.

• Commercial, Large-scale: Uses that by their nature, size or service characteristics are auto dependent, may have potential for environmental degradation, or are otherwise incompatible with nearby uses. Uses include animal hospital or veterinary clinic with outside facilities; automotive repair and service, catering establishment; contractors, plumbers and electricians, supply yards with office and service as auxiliary uses; funeral home/mortuary; kennel, commercial; marina, commercial; nursery/garden center; and wholesale establishments.

• Commercial, Restricted: A retail of personal service establishment that may tend to have a blighting and/or deteriorating effect on surrounding areas and that may need to be separated from other similar uses to minimize its adverse impacts. Uses include check-cashing services, internet gaming establishments; piercing and tattoo parlors, and similar services; palmistry; and pawnshop, including lending of money on security of pledged goods. These uses may also include accessory retail sales of product related to the services provided.

• Professional Services: Services that make available the knowledge and skills of their employees to sell expertise and perform professional, scientific, and technical services to others. Uses include accounting, tax, bookkeeping, and payroll services; advertising, media, and photography services; animal hospital or veterinary clinic with no outside facilities; architectural, engineering, and related services; bank, credit union, or financial institution; broadcast facilities (without towers); business support services; consulting services; employment agencies; financial consulting, including investment banking securities, brokerages, and insurance-related services; graphic, industrial and interior design services; health care, medical, dental, optical or auditory clinics (outpatient only) or laboratories; legal services, personal trainers, real estate services; research laboratory and development facilities whose products or waste products entail no special environmental handling requirements; studio, travel agency; and tutoring services.

• Wholesale Establishment: A building, property, or activity the principal use of which is the sale of goods, products, or merchandise stored on the premises to persons who are intermediaries between the producer and the consumer.

45