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Agenda 05_SP-22-057_2 Baldwin Ave_SBSD
CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD SP-22-057_Baldwin Ave #2_SBSD_draft DEPARTMENT OF PLANNING & ZONING Report preparation date: November 30, 2022 Plans received: October 14, 2022 2 Baldwin Avenue - South Burlington School District Site Plan Application #SP-22-057 Meeting date: December 6, 2022 Owner/Applicant South Burlington School District 577 Dorset Street South Burlington, VT 05403 Engineer Engineering Ventures, LLC 208 Flynn Avenue, Suite 2A Burlington, VT 05401 Property Information Tax Parcel 0100-00002 Municipal Zoning District, Transit Overlay District, Wetland Advisory Layer Location Map #SP-22-057 2 PROJECT DESCRPTION Site plan application #SP-22-057 of South Burlington School District to modify a previously approved site plan for an educational facility. The amendment consists of constructing a 6,300 sf expansion, including four modular classrooms and an adjoining enclosed hallway, 2 Baldwin Avenue. CONTEXT This project is subject to Site Plan Review Standards and the standards of the Municipal Zoning District and the Transit Overlay District. COMMENTS Development Review Planner Marla Keene and Development Review Planner I Marty Gillies (‘Planning Staff’) have reviewed the plans submitted on 11/16/2022 and offer the following comments. Numbered comments for the Board’s attention are indicated in red. A) ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Municipal Zoning District Required Proposed Min. Lot Size N/A 13.56 acres (no change) Max. Building Coverage 30% 11% Max. Overall Coverage 70% 27% Min. Front Setback 40 ft. 250 ft. (no change) Max Front Setback Coverage 30% (no change) Min. Side Setback 15 ft. 25 ft. Min. Rear Setback 30 ft. 275 ft. (no change) Building Height (flat roof) 35 ft. (no increase) Meets requirement 7.03 Municipal Zoning District (MU) The purpose of the Municipal Zoning District is to provide for public schools, municipal services including but not limited to administration, police, fire, water, street, and sewer services, landfills, operations of other municipal corporations as set forth in 24 VSA [municipal corporations such as CSWD], and other municipal uses, excluding public recreation. D. Additional Standards. All applications within this District shall be subject to the following additional standards (1) The proposed use will provide an affirmative public benefit to the City and its citizens. The proposed expansion to the existing elementary school will provide additional classroom space for the growing number of students enrolled at Orchard School. Staff considers the #SP-22-057 3 enhancement of existing educational facilities to constitute an affirmative public benefit to the City of South Burlington and its citizens and considers this criterion met. (2) The proposed use will be compatible with and protect the ability to preserve public recreational use and planned open spaces and natural areas on the project site. The proposed expansion will be located on the southern side of the existing school in an area where the existing detached temporary office trailers are located. These trailers are proposed to be removed, as they will be replaced in place and in function by the proposed addition. Existing fields, playgrounds, and open spaces are located to the north of the school, and the existing wooded natural area is located to the north and east of the school. As such, the proposed expansion will have no adverse effect on the existing public recreational uses that this site provides. Staff considers this criterion met. B) SITE PLAN REVIEW STANDARDS 14.06 General Review Standards A. Relationship of Proposed Structures to the Site. (1) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The proposed expansion consists of four additional classrooms, which will be connected to the existing school building via an enclosed hallway. As such, the transition between these areas will be completely internal since the proposed expansion simply serves to expand the existing structure. Transitions from structure to site are considered by Staff to be adequate. Adequacy of planting and pedestrian movement are discussed elsewhere in this document. Staff considers the quantity of parking areas to be adequate. (2) Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. No modifications to the existing parking are proposed. (3) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or anticipated adjoining buildings. The footprint of the building is proposed to increase by approximately 8% and the expansion is proposed to be 11.5 feet tall and one story. Staff considers the scale and height of the proposed structure to be compatible with the rest of the adjoining school building. B. Relationship of Structures and Site to Adjoining Area. (1) The Development Review Board shall encourage the use of a combination of common materials and architectural characteristics (e.g., rhythm, color, texture, form or detailing), landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. #SP-22-057 4 (2) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The proposed expansion is an addition to the existing school building. The addition to the existing structure will be constructed of different materials, and has a notably different design, and/or architectural style when compared to the rest of the existing school. Color is not indicated on the provided plans. However, the proposed addition is only slated to serve Orchard School for between five and ten years. Due to this temporary nature, the applicant has prioritized function, cost, speed of construction, and energy efficiency over the visual relationship between the addition and the school. Furthermore, the proposed addition will be screened from the west and north by the form of the existing school and screened from the east and south by the existing trees and landscaping features. 1. Staff recommends the Board ask the applicant to demonstrate how the existing school building and proposed expansion is being proposed to create a harmonious relationship with adjoining structures and sites. Specific considerations are as follows. (3) To accomplish (1) and (2), the DRB shall consider: (a) Pattern and Rhythm. Update or maintain or extend the overall pattern of development defined by the planned or existing street grid, block configurations, position and orientation of principal buildings, prevalence of attached or detached building types. The proposed addition will be recessed behind the existing school building, and will be completely screened from the west and north by the form of the existing school. There is no formal public access on the subject property to the east or south of the proposed addition on, and the addition will be screened by existing trees and landscaping features from those directions. Staff considers the position of the proposed addition minimizes its visual impact and considers that this project serves to maintain the overall pattern of development at this property. (b) Architectural Features. Respond to recurring or representative architectural features that define neighborhood character, without adhering to a particular architectural style. Staff considers that the proposed addition fails to adhere to the architectural features that define this neighborhood’s character. Staff further considers that the structure does adhere to a particular architectural style, namely that of an industrial shipping container. However, the level of screening offered by both the existing vegetation and the form of the existing school building will nearly eliminate all visual impacts of this proposed addition. (c) Privacy. Limit impacts and intrusions to privacy on adjoining properties, including side and back yard areas through context sensitive design. The proposed addition is in the side yard of the subject property, which is adjacent to the back yards of several residential lots to the south. The proposed addition will be set back 25 feet from this side property line, which is ten feet behind the allowed minimum setback for this zoning district and will be screened from the adjacent residential lots by #SP-22-057 5 existing vegetation. As such, Staff considers the proposed addition to adequately limit impacts on privacy. C. Site Amenity Requirement This non-residential expansion will add 7,016 square feet to the building area. As such, the Site Amenity requirement does apply to this project. The minimum required area for a such a Site Amenity is six percent of the non-residential gross floor area, which is 421 square feet for this project. Staff considers the Board may wish to grant the applicant site amenity credit for an existing playground that is approximately 8,000 square feet in size. The playground Site Amenity type has a minimum size of 1,500 square feet and no maximum size, and typically includes features such as playground equipment, small accessory structures like shelters or pagodas, and seating. Staff considers the existing playground meets these requirements and has not been previously designated as a Site Amenity. 2. Staff recommends the Board discuss whether the existing playground may be considered to meet the applicable site amenity requirements. 14.07 Specific Review Standards In all Zoning Districts and the City Center Form Based Codes District, the following standards shall apply: A. Environmental Protection Standards. All proposed development shall be subject to the applicable requirements of Article 12, Environmental Protection Standards. The project site is within the Wetland Advisory Layer, as there is a Class II wetland on the eastern side of the property. Article 12.06.B(2)(a) says that the buffer area for a Class II wetland located in the Municipal Zoning District are measured fifty (50) feet in horizontal distance from the boundary of the wetland. All proposed work for this application is taking place outside of that 50-foot buffer. As such, there are no proposed changes that affect this or any resource area. B. Site Design Features. All proposed development shall comply with standards for the placement of buildings, parking and loading areas, landscaping and screening, open space, stormwater, lighting, and other applicable standards related to site design pursuant to these Land Development Regulations. These standards are contained in Article 13 and are discussed below. C. Access and Circulation. All proposed development shall comply with site access and circulation standards of Section 15.A.14. There are no changes to site access or site circulation as part of this application. F. Streetscape Improvements. A proposed new construction or extension/expansion of an existing structure exceeding the thresholds listed in either (a) Section 14.09(B) or (b) Section 8.11(D) within the City Center Form Based Code, or Section 3.11(D) in all other zoning districts, shall be required to upgrade adjacent sidewalks, greenbelts, and related street furniture (trees, benches, etc.) to the standards contained within the applicable Street Type and Building Envelope Standard. Nothing in this subsection shall be construed to limit requirements for additional upgrades as necessary to meet the requirements of these Regulations. #SP-22-057 6 Staff considers no upgrades to be required. G. Access to Abutting Properties. The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. See 13.02F below for discussion of access. H. Utility Services. Electric, telephone and other wire-served utility lines and service connections shall be underground insofar as feasible and subject to state public utilities regulations. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Standards of Section 15.A.18, Infrastructure, Utilities, and Services, shall also be met. The South Burlington Water Department Director reviewed the plans on 11/19/2022 and offers the following comments: 1. Plans must include a note stating “All water lines and appurtenances shall be installed in accordance with the Champlain Water District Specifications and Details for the Installation of Water Lines and Appurtenances, current edition.” 2. Record Drawings prepared by a VT licensed Professional Engineer shall be provided to the South Burlington Water Department in pdf. and Auto-CAD format. Drawings shall include ties to all gate valves and curb stops to sub-meter accuracy. 3. Connection must be on internal plumbing downstream of existing water meter. If existing water service entry does not included appropriate backflow prevention device, then one must be installed immediately downstream of existing water meter. 4. Curb box to proposed ZEM classrooms must be placed inside gate valve box top with two-inch paving rider to be set to final grade. Staff recommends the Board require the applicant to comply with the comments of the Water Department Director as a condition of approval. I. At the time of packet publication, the Director of Public Works did not yet have the opportunity to review the proposed plans. Staff anticipates having an update at the time of the hearing.Disposal of Wastes. All dumpsters and other facilities to handle solid waste, including compliance with any recycling, composting, or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). Small receptacles intended for use by households or the public (ie, non-dumpster, non-large drum) shall not be required to be fenced or screened. There are no proposed changes to the location or screening of the existing dumpster, which meets this criterion. C) SUPPLEMENTAL REGULATIONS 13.02 Off Street Parking and Loading G. Design requirements for Parking Spaces, Parking Aisles, Lighting and Landscaping #SP-22-057 7 (3) Provision shall be made for access by police, fire and emergency vehicles. The South Burlington Fire Marshal reviewed the plans on 11/17/2022 and offers the following comments: FMO has had extensive discussions on the Orchard School design team on design, fire alarm, 3rd party inspection. Our access is very poor at the school as an existing condition, so our access to the West driveway by the gym is critical. no parking signs at the ellipse will be required. Staff recommends the Board require the applicant to modify the plans to provide no parking signs as requested by the Fire Marshal as a condition of approval. 13.03 Bicycle Parking and Storage. Short-term bicycle parking standards are applicable to any application for development that requires site plan approval. The minimum requirement for short-term bicycle parking facilities for an educational use is 1 space for each 20 students of planned capacity. Long-term bike storage requirements only apply to new buildings. As this project is an expansion of an existing building that requires site plan approval, the short-term bicycle parking standards apply, while the long-term bicycle storage standards do not. As this is the first application for this property since the adoption of these regulations, the applicant is only required to propose and install 50% of the required number of bicycle parking spaces, or 1 space for each 40 students of planned capacity. 3. Staff recommends the Board require the applicant to provide the planned capacity of the school to facilitate computation of required bicycle parking, and to modify the plans to provide the required number of bicycle parking spaces, in a location and of a form meeting the requirements of LDR 13.03B(2). 13.04 Landscaping, Screening & Street Trees (4) Landscaping Requirements (a) Landscaping shall include a variety of trees, shrubs, grasses and ground covers. All planting shall be species hardy for the region and, if located in areas receiving road runoff or salt spray, shall be salt-tolerant. The South Burlington City Arborist reviewed the plans on 11/17/2022 and offers the following comments: Tree and Shrub Planting Details should be included in the plan but otherwise the landscaping looks fine. Staff recommends the Board require the applicant to modify the plans to provide planting details, to the satisfaction of the City Arborist, prior to issuance of a zoning permit. (b) At least one (1) major deciduous shade tree shall be provided within or near the perimeter of each parking area, for every five (5) parking spaces. The trees shall be placed evenly throughout the parking lot to provide shade and reduce glare. Trees shall be placed a minimum of thirty (30) feet apart. Of the fourteen trees proposed, three are located near the perimeter of the existing parking area. As such, the proposed landscaping plan reduces the property’s level of non- #SP-22-057 8 compliance with this criterion. The existing parking area is lacking shade trees in several locations which are not proposed to be remedied as part of this landscaping plan; the plan includes eleven trees that are proposed to be located outside of the perimeter of the parking lot. 4. Staff recommends the Board consider whether to require the applicant to improve this existing non-conformity as part of this application. (c) Trees shall have a caliper equal to or greater than two and one-half (2 ½) inches when measured on the tree stem, six (6) inches above the root ball. All proposed trees are measured appropriately and meet this criterion. (d) Where more than ten (10) trees are installed, a mix of species is encouraged; the species should be grouped or located in a manner that reinforces the design and layout of the parking lot and the site. 14 trees are proposed, representing three species of tree, which are located appropriately across the site. As such, Staff considers this criterion met. (e) Within the City Center FBC District, landscaping required within this section shall not count towards meeting minimum landscape budget requirements as detailed in Section 13.04(G). This property is not located within the City Center FBC District and therefore this criterion does not apply. (7) Snow storage areas must be specified and located in an area that minimizes the potential for erosion and contaminated runoff into any adjacent or nearby surface waters. 5. Snow storage areas are not specified on the plans. Staff recommends the Board require the applicant to specify snow storage areas prior to closing the hearing and modify the plans as a condition of approval. C. Screening or buffering. The Development Review Board will require landscaping, fencing, land shaping and/or screening along property boundaries (lot lines) whenever it determines that a) two adjacent sites are dissimilar and should be screened or buffered from each other, or b) a property’s appearance should be improved, which property is covered excessively with pavement or structures or is otherwise insufficiently landscaped, or c) a commercial, industrial, and multi- family use abuts a residential district or institutional use, or (d) a parking or loading area is adjacent to or visible from a public street. Staff considers that the proposed site is not dissimilar enough from the adjoining properties to require additional screening beyond that discussed in 14.06.B(3) above. G(3) Landscaping Budget Requirements. The Development Review Board shall require minimum planting costs for all site plans, as shown in Table 13-4 below. In evaluating landscaping requirements, some credit may be granted for existing trees or for site improvements other than tree planting as long as the objectives of this section are not reduced. The costs below are cumulative; for example, a landscaping budget shall be required to show a planned expenditure of three percent of the first $250,000 in construction or improvement cost plus two percent of the next $250,000 in construction or #SP-22-057 9 improvement cost, plus one percent of the remaining cost over $500,000. The landscaping budget shall be prepared by a landscape architect or professional landscape designer. The cost of the proposed building addition is $1,529,775, requiring $22,797 in plantings. The applicant has proposed 12 deciduous trees, 2 evergreen trees, 38 shrubs, and 36 perennial ornamental grasses. If the Board finds the other provisions of the landscaping criteria to be met, they may allow the applicant credit for landscaping elements other than trees and shrubs. The applicant has proposed the following elements be counted towards the required minimum landscaping budget: Item Cost Staff Recommendation Trees $17,620.00 Standard met. Shrubs and Grasses $5,740.00 Review for compliance. Total $23,360.00 Minimum Requirement $22,797.00 Standard met. 6. Staff recommends the Board determine whether they will allow the proposed grasses to count towards the minimum required landscaping budget. 13.05 Stormwater Management Stormwater standards apply when one-half acre or more of impervious surface exists or is proposed to exist, and where 5,000 sf of impervious is created or reconstructed. The City Stormwater Section reviewed the proposed plans on 11/28/2022 and offers the following comments. 1. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance infrastructure. 7. Staff recommends the Board acknowledge the provided comment and proceed accordingly. 13.07 Exterior Lighting Lighting requirements are summarized as follows. (1) Fixtures must be downcast and shielded (2) Illumination must be evenly distributed (3) Fixtures must be placed to minimize lighting from becoming a nuisance (4) Poles shall be rustproof metal, cast iron, fiberglass, finished wood or similar structural material, with a decorative surface or finish (5) Poles & building mounted fixtures may be no higher than 30-ft (6) Poles must be located in safe locations Specific requirements for maximum illumination levels are included in Appendix A and are limited to 3- foot candles average at ground level. The applicant has indicated no changes to existing exterior lighting are proposed, and that existing fixtures are downcast and shielded. 8. Staff recommends the Board confirm with the applicant that no building-mounted lighting is proposed. #SP-22-057 10 RECOMMENDATION Staff recommends that the Board discuss the project with the applicant and close the hearing. Respectfully submitted, _________________________________ Marty Gillies, Development Review Planner I TRANSMITTAL Vermont | Massachusetts www.doreandwhittier.com October 14, 2022 To:Marty Gillies City of South Burlington Planning & Zoning Dept. 180 Market Street South Burlington VT 05403 From:Rani Philip Project Name:SBSD Elementary School Building Assessments - ZEMs Project Number:21-0823 Copies Description / Comments 1 Memorandum dated 10/14/22 1 Application for Site Plan Review 1 Orchard School, 2022 Elementary School ZEMs – Zoning Plan Set dated 10/14/22 1 Orchard Elementary School, South Burlington ES Modulars – Progress set dated 10/14/22 1 List of Abutters Additional Remarks: HI Marty, Please see the enclosed Site Plan Application package for the South Burlington School District. Please let me know if you have any questions. Sent By: ☐ Messenger ☐ Overnight / Express ☐ Hand Delivered ☐ First Class Mail ☒ Other Sincerely, Rani Philip, Associate AIA, CDT, LEED AP Copy: SBSD, D&W, EV, File MEMORANDUM Vermont | Massachusetts www.doreandwhittier.com October 14, 2022 To: Marty Gillies, SB Planning and Zoning From: Rani Philip, Dore & Whittier Architects, Inc. Subject: South Burlington School District – Orchard School Site Plan Application Project Name: SBSD Elementary School Building Assessments - ZEMs Project Number: 21-0823 Dear Marty, Attached please find the Site Plan Application for the Orchard School Modular Project. Project Information: Owner of Record: South Burlington School District 577 Dorset Street, South Burlington VT 05403 Applicant: South Burlington School District 577 Dorset Street, South Burlington VT 05403 Property Abutters: See attached List of Abutters Design Team: Dore & Whittier Architects, Inc. 212 Battery Street, Burlington VT 05401 Engineering Ventures, PC 208 Flynn Ave, Ste 2A, Burlington VT 05401 Plans Enclosed: Orchard School, 2022 Elementary School ZEMs – Zoning Plan Set dated 10/14/22 Orchard Elementary School, South Burlington ES Modulars – Progress set dated 10/14/22 Project Description: The South Burlington Elementary Schools Modular Addition (the Project) includes the placement of four classrooms built from pre-fabricated building modules (i.e. “modular construction”) south of the existing Orchard School building located at 2 Baldwin Avenue. Also included is the construction of a connecting walkway to access the modular classrooms from the existing school, and associated site work. To the best of our knowledge, this submission complies with applicable review standards. p:\sbsd elementary school bldg assessments 21-0823\arch\admin\k - zem concept\permitting\orchard drb application\cover letter.docx Page 2 of 2 Enclosed in this submission are the following: • List of Abutters • Drawing set: Orchard School, 2022 Elementary School ZEMs – Zoning Plan Set dated 10/14/22 • Drawings Set: Orchard Elementary School, South Burlington ES Modulars – Progress set dated 10/14/22 Project Schedule: • Upon permitting approval and budget approval, this project will commence in Spring of 2023 with an estimated 3-month construction duration. • Phasing is to be determined. Site improvement cost is estimated at $120,000. We kindly request waivers for the following items: • Point-by-point lighting plan and cut sheets for all proposed outdoor lighting within the site: Cut sheets for building-mounted lights included. WAIVER REQUESTED for point-by-point lighting plan. • Detailed specifications and locations of planting, landscaping, screening, and/or buffering materials: WAIVER REQUESTED The new classrooms are intended to be temporary, to address an immediate need of the school district. Since the plan is to address the classroom needs in another way over the next 2-6 years, it does not make sense to install permanent landscape plantings or screenings. We are requesting a waiver from this requirement. If necessary, the waiver could be time-limited to 6 years. • A list of existing vegetation: We have identified tree line and independent trees, but do not yet have a full list of trees 6” or larger. We will collect this information and provide it prior to the hearing. • A written plan to preserve and protect significant existing vegetation during and after construction: We will collect this information and provide it prior to the hearing. • Detailed landscaping plan, specification of materials, costs, and phasing plan. Including vegetation to remain, types of new plant materials by height and/or diameter at time of planting,,,,: WAIVER REQUESTED Given the temporary nature of this project, no permanent landscaping is proposed. • Solar ready roof analysis report: WAIVER REQUESTED Given the temporary nature of this project, a solar ready roof analysis has not been conducted. Sincerely, Rani Philip, Associate AIA, CDT, LEED AP LEGEND ZONING CHART CONSULTANTS SHEET LIST Sheet Title: Project Title: EV Project # Date: Scale: Drawn By: Checked By: 208 Flynn Avenue, Suite 2A, Burlington, VT 05401 s 802-863-6225 85 Mechanic Street, Suite E2-3, Lebanon, NH 03766 s 603-442-9333 414 Union Street, Schenectady, NY 12305 s 518-630-9614 www.engineeringventures.com Figure:22437 2022 ELEMENTARY SCHOOL ZEMs SOUTH BURLINGTON SCHOOL DISTRICT 550 DORSET STREET SOUTH BURLINGTON, VT 05403 ENGINEERING VENTURESPC JG 2022-10-31 ORCHARD SCHOOL COVER SHEET C0.0PB LOCATION MAP ZONING MAP N/A 218218 21 9220 220220218218218 218218219220OHE(E)(E)(E)(E) (SD)(SD)(SD)(SD)(SD)(SD)(SD)(S)(S)(S)Sheet Title:Project Title:EV Project #Date:Scale:Drawn By:Checked By:208 Flynn Avenue, Suite 2A, Burlington, VT 05401 s 802-863-622585 Mechanic Street, Suite E2-3, Lebanon, NH 03766 s 603-442-9333414 Union Street, Schenectady, NY 12305 s 518-630-9614www.engineeringventures.comFigure:224372022 ELEMENTARY SCHOOL ZEMsSOUTH BURLINGTONSCHOOL DISTRICT550 DORSET STREETSOUTH BURLINGTON, VT05403ENGINEERINGVENTURESPCJG1"=30'2022-10-31ORCHARD SCHOOL EXISTINGCONDITIONS PLANC1.0PBSURVEY NOTESSURVEY NOTESDEMOLITION NOTES 218218 21 9220 220220218218 218218218219220OHE(E)(E)(E)(E)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(S)(S)(S)Sheet Title:Project Title:EV Project #Date:Scale:Drawn By:Checked By:208 Flynn Avenue, Suite 2A, Burlington, VT 05401 s 802-863-622585 Mechanic Street, Suite E2-3, Lebanon, NH 03766 s 603-442-9333414 Union Street, Schenectady, NY 12305 s 518-630-9614www.engineeringventures.comFigure:224372022 ELEMENTARY SCHOOL ZEMsSOUTH BURLINGTONSCHOOL DISTRICT550 DORSET STREETSOUTH BURLINGTON, VT05403ENGINEERINGVENTURESPCJG1"=30'2022-10-31ORCHARD SCHOOL SITE PLANC2.0PBSITE SCHEDULE Sheet Title:Project Title:EV Project #Date:Scale:Drawn By:Checked By:208 Flynn Avenue, Suite 2A, Burlington, VT 05401 s 802-863-622585 Mechanic Street, Suite E2-3, Lebanon, NH 03766 s 603-442-9333414 Union Street, Schenectady, NY 12305 s 518-630-9614www.engineeringventures.comFigure:224372022 ELEMENTARY SCHOOL ZEMsSOUTH BURLINGTONSCHOOL DISTRICT550 DORSET STREETSOUTH BURLINGTON, VT05403ENGINEERINGVENTURESPCJG1"=30'2022-10-31ORCHARD SCHOOL EPSC PLANC2.1PBEROSION CONTROL LEGEND 208 Flynn Avenue, Suite 2A, Burlington, VT 05401 Tel: 802-863-6225 85 Mechanic Street, Suite E2-3, Lebanon, NH 03766 Tel: 603-442-9333 414 Union Street, Schenectady, NY 12305 Tel: 518-205-9141 Narrative, Location Map and Soils Map Orchard School, ZEM Classrooms 1. Introduction Engineering Ventures, PC are writing on behalf of the South Burlington School District to apply for a State Stormwater Discharge Permit pursuant to General Permit 3-9050 for the above referenced project. 2. Project Description The ZEM (Zero Energy Modular) Classrooms project involves the placement of pre-constructed modular classrooms at an existing public elementary school, the addition of a hallway to connect the two, and minor site updates. These classrooms are intended to serve the emerging need due to an increase in population and are planned to remain on site for three to eight years. The project requires a permit as the impervious surface expansion is greater than 5,000 square feet resulting in a total impervious area greater than one acre. The campus is also a 3-Acre site which is currently undergoing Engineering Feasibility Analysis by VHB, Inc. through the Green Schools Initiative. The proposed practice is intended to treat and manage all stormwater associated with this project and not encroach on the greater campus or affect the ability to comply with 3-Acre requirements. 3. Existing Condition The existing campus is comprised of approximately 13.5 acres and includes a school building, three parking areas, vehicle and pedestrian access to Baldwin Avenue, recreation fields, playgrounds, and wetlands. The existing impervious cover is approximately 3.5 acres. The project area is approximately 0.4 acres located south of the existing building. The mapped soils in the project area are Belgrade and Eldridge and Enosburg and Whately, 0-3% slopes, hydrologic group C/D. Some soils in the project area are hydric and all are undrained. The entire site is located in the North Brook / Shelburne Bay Watershed. 4. Existing Stormwater System (remove if not applicable) The project area has a stormwater catchment system consisting of area drains which discharge to the municipal system on Baldwin Avenue. 5. Proposed Stormwater System: a) Description of Impervious Area: 0.158 acres of new roof b) Receiving Body: North Brook c) Fish Habitat Designation for Receiving Water: Cold d) Description of compliance with each of the treatment standards in the 2017 VSMM including the treatment practices or waivers used to meet each of the following standards: i) Post-Construction Soil Depth and Quality Standard: Met through a combination of Options #1 and #3 per §3.2 of the VSMM ii) Groundwater Recharge Standard: Waiver requested due to D soils 208 Flynn Avenue, Suite 2A, Burlington, VT 05401 Tel: 802-863-6225 85 Mechanic Street, Suite E2-3, Lebanon, NH 03766 Tel: 603-442-9333 414 Union Street, Schenectady, NY 12305 Tel: 518-205-9141 iii) Water Quality Treatment Standard (WQV): Met with the gravel wetland iv) Channel Protection Standard (CPV): Met with the gravel wetland v) Overbank Flood Protection Standard (QP10): Met with gravel wetland vi) Extreme Flood Protection Standard (QP100): Waiver requested due to less than 10 acres of impervious cover The following items are included for review: · eNOI form submitted via ANROnline · Narrative: Narrative, Location Map and Soils Map · Workbooks: STP Selection Tool and Standards Compliance Workbook · Worksheets: STP and Waiver Worksheets · Modeling: Runoff modeling and calculations · Plans: Pertinent plan sheets · Plan Set Reference: List of all applicable plans Map created using ANR's Natural Resources Atlas 31,683 5,280.5 South Burlington Orchard School Temp. ClassroomsVermont Agency of Natural Resources 24,000 © Vermont Agency of Natural Resources 4,000.0 1: WGS_1984_Web_Mercator_Auxiliary_Sphere Feet4,000.00 NOTES LEGEND2,000.00 vermont.gov DISCLAIMER: This map is for general reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. ANR and the State of Vermont make no representations of any kind, including but not limited to, the warranties of merchantability, or fitness for a particular use, nor are any such warranties to be implied with respect to the data on this map. November 28, 2022 THIS MAP IS NOT TO BE USED FOR NAVIGATION 1" = 2000 1cm = 240Ft.Meters Roads Interstate US Highway; 1 State Highway Town Highway (Class 1) Town Highway (Class 2,3) Town Highway (Class 4) State Forest Trail National Forest Trail Legal Trail Private Road/Driveway Proposed Roads PROJECT LOCATION Hydrologic Soil Group—Chittenden County, Vermont (South Burlington Orchard School) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/28/202249221504922200492225049223004922350492240049224504922150492220049222504922300492235049224004922450642450642500642550642600642650642700642750642800642850642900 642450 642500 642550 642600 642650 642700 642750 642800 642850 642900 44° 26' 28'' N 73° 12' 37'' W44° 26' 28'' N73° 12' 14'' W44° 26' 18'' N 73° 12' 37'' W44° 26' 18'' N 73° 12' 14'' WSoil Map may not be valid at this scale. N 0 100 200 400 600 Feet Map Scale: 1:2,280 if printed on A landscape (11" x 8.5") sheet. Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 Soil Rating Polygons A A/D B B/D C C/D D Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI AdB Adams and Windsor loamy sands, 5 to 12 percent slopes A 4.4 32.1% BlA Belgrade and Eldridge soils, 0 to 3 percent slopes C/D 6.8 50.3% EwA Enosburg and Whately soils, 0 to 3 percent slopes C/D 2.3 17.1% HnA Hinesburg fine sandy loam, 0 to 3 percent slopes A 0.1 0.4% Sd Scarboro loam A/D 0.0 0.2% Totals for Area of Interest 13.6 100.0% Hydrologic Soil Group—Chittenden County, Vermont South Burlington Orchard School Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 11/28/2022 218218 21 9220 220220218218218 218218219220OHE(E)(E)(E)(E) (SD)(SD)(SD)(SD)(SD)(SD)(SD)(S)(S)(S)Sheet Title:Project Title:EV Project #Date:Scale:Drawn By:Checked By:208 Flynn Avenue, Suite 2A, Burlington, VT 05401 s 802-863-622585 Mechanic Street, Suite E2-3, Lebanon, NH 03766 s 603-442-9333414 Union Street, Schenectady, NY 12305 s 518-630-9614www.engineeringventures.comFigure:224372022 ELEMENTARY SCHOOL ZEMsSOUTH BURLINGTONSCHOOL DISTRICT550 DORSET STREETSOUTH BURLINGTON, VT05403ENGINEERINGVENTURESPCJG1"=30'2022-10-31ORCHARD SCHOOL EXISTINGCONDITIONS PLANC1.0PBSURVEY NOTESSURVEY NOTESDEMOLITION NOTES 218218 21 9220 220220218218 218218218219220OHE(E)(E)(E)(E)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(S)(S)(S)Sheet Title:Project Title:EV Project #Date:Scale:Drawn By:Checked By:208 Flynn Avenue, Suite 2A, Burlington, VT 05401 s 802-863-622585 Mechanic Street, Suite E2-3, Lebanon, NH 03766 s 603-442-9333414 Union Street, Schenectady, NY 12305 s 518-630-9614www.engineeringventures.comFigure:224372022 ELEMENTARY SCHOOL ZEMsSOUTH BURLINGTONSCHOOL DISTRICT550 DORSET STREETSOUTH BURLINGTON, VT05403ENGINEERINGVENTURESPCJG1"=30'2022-10-31ORCHARD SCHOOL SITE PLANC2.0PBSITE SCHEDULE Sheet Title:Project Title:EV Project #Date:Scale:Drawn By:Checked By:208 Flynn Avenue, Suite 2A, Burlington, VT 05401 s 802-863-622585 Mechanic Street, Suite E2-3, Lebanon, NH 03766 s 603-442-9333414 Union Street, Schenectady, NY 12305 s 518-630-9614www.engineeringventures.comFigure:224372022 ELEMENTARY SCHOOL ZEMsSOUTH BURLINGTONSCHOOL DISTRICT550 DORSET STREETSOUTH BURLINGTON, VT05403ENGINEERINGVENTURESPCJG1"=30'2022-10-31ORCHARD SCHOOL EPSC PLANC2.1PBEROSION CONTROL LEGEND GRAVEL WETLAND OUTLET RISER DETAILFLARED END SECTION W/STONE APRONTYPICAL STORM DRAIN TRENCH DETAILINSULATION OVER SHALLOW DRAIN DETAILGRAVITY SEWER TRENCH DETAILSHALLOW SEWER LINE INSULATION DETAILSEWER SADDLE DETAILSEWER CLEANOUT DETAILGRAVEL WALKWAY DETAILTYPICAL GRAVEL WETLAND DETAILSheet Title:Project Title:EV Project #Date:Scale:Drawn By:Checked By:208 Flynn Avenue, Suite 2A, Burlington, VT 05401 s 802-863-622585 Mechanic Street, Suite E2-3, Lebanon, NH 03766 s 603-442-9333414 Union Street, Schenectady, NY 12305 s 518-630-9614www.engineeringventures.comFigure:224372022 ELEMENTARY SCHOOL ZEMsSOUTH BURLINGTONSCHOOL DISTRICT550 DORSET STREETSOUTH BURLINGTON, VT05403ENGINEERINGVENTURESPCJG2022-10-31ORCHARD SCHOOLSITE DETAILSC3.0PB EXISITNG DROP INLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCE DETAILSEEDED AND MULCHED AREAS DETAILSITE/EARTHWORK SPECIFICATIONS·····················SOIL RESTORATION NOTESSheet Title:Project Title:EV Project #Date:Scale:Drawn By:Checked By:208 Flynn Avenue, Suite 2A, Burlington, VT 05401 s 802-863-622585 Mechanic Street, Suite E2-3, Lebanon, NH 03766 s 603-442-9333414 Union Street, Schenectady, NY 12305 s 518-630-9614www.engineeringventures.comFigure:224372022 ELEMENTARY SCHOOL ZEMsSOUTH BURLINGTONSCHOOL DISTRICT550 DORSET STREETSOUTH BURLINGTON, VT05403ENGINEERINGVENTURESPCJG2022-10-31ORCHARD SCHOOLSITE DETAILSC3.1PB 218218 21 9220 220220218218218 218218219220OHE(E)(E)(E)(E) (SD)(SD)(SD)(SD)(SD)(SD)(SD)(S)(S)(S)>>>>>>>>POI1>>>>>>>>>>Sheet Title:Project Title:EV Project #Date:Scale:Drawn By:Checked By:208 Flynn Avenue, Suite 2A, Burlington, VT 05401 s 802-863-622585 Mechanic Street, Suite E2-3, Lebanon, NH 03766 s 603-442-9333414 Union Street, Schenectady, NY 12305 s 518-630-9614www.engineeringventures.comFigure:224372022 ELEMENTARY SCHOOL ZEMsSOUTH BURLINGTONSCHOOL DISTRICT550 DORSET STREETSOUTH BURLINGTON, VT05403ENGINEERINGVENTURESPCJG1"=30'2022-10-31ORCHARD SCHOOLPRE-DEVELOPMENT DRAINAGE PLANPBSW1LEGENDPOI 218218 21 9220 220220218218 218218218219220OHE(E)(E)(E)(E)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(S)(S)(S)POI1Sheet Title:Project Title:EV Project #Date:Scale:Drawn By:Checked By:208 Flynn Avenue, Suite 2A, Burlington, VT 05401 s 802-863-622585 Mechanic Street, Suite E2-3, Lebanon, NH 03766 s 603-442-9333414 Union Street, Schenectady, NY 12305 s 518-630-9614www.engineeringventures.comFigure:224372022 ELEMENTARY SCHOOL ZEMsSOUTH BURLINGTONSCHOOL DISTRICT550 DORSET STREETSOUTH BURLINGTON, VT05403ENGINEERINGVENTURESPCJG1"=30'2022-10-31ORCHARD SCHOOLPOST-DEVELOPMENT DRAINAGE PLANPBSW2LEGENDPOI 218218 21 9220 220220218218 218218218219220OHE(E)(E)(E)(E)(SD)(SD)(SD)(SD)(SD)(SD)(SD)(S)(S)(S)Sheet Title:Project Title:EV Project #Date:Scale:Drawn By:Checked By:208 Flynn Avenue, Suite 2A, Burlington, VT 05401 s 802-863-622585 Mechanic Street, Suite E2-3, Lebanon, NH 03766 s 603-442-9333414 Union Street, Schenectady, NY 12305 s 518-630-9614www.engineeringventures.comFigure:224372022 ELEMENTARY SCHOOL ZEMsSOUTH BURLINGTONSCHOOL DISTRICT550 DORSET STREETSOUTH BURLINGTON, VT05403ENGINEERINGVENTURESPCJG1"=30'2022-10-31ORCHARD SCHOOLSTORMWATER OPERATION AND MAINTENANCE PLANPBSW3·”··· Stormwater Operation & Maintenace Manual Orchard School Temporary Classrooms South Burlington, Vermont 208 Flynn Avenue, Suite 2A, Burlington, VT 05401 Tel: 802-863-6225 Fax: 802-863-6306 Orchard School Temporary Classrooms November, 2022 Stormwater O&M Manual – Page 1 Stormwater Operation & Maintenance Manual This project features stormwater appurtenances which require inspection and maintenance on a regular basis. These features include: · gravel wetland treatment areas. The owner shall be responsible for providing ongoing site inspections and maintenance to provide long- term functionality of the stormwater system. It is recommended that, at minimum, the site be inspected on a semi-annual basis, once after snow melt and once before leaf-drop. This document identifies the inspection and maintenance requirements of each of the stormwater features. 1. The owner listed below shall be responsible for conducting the required inspection, reporting and maintenance activities outlined by this document. South Burlington School District 550 Dorset Street South Burlington, VT 05403 802-652-7000 2. An inspection checklist (attached) shall be completed during each inspection. 3. An Operation & Maintenance Log shall be completed to track each inspection as well as maintenance activities. The Log can be found attached to this document. 4. An Operation & Maintenance Plan identifies on-site stormwater appurtenances and is attached to this document. 5. The frequency of the inspections and maintenance requirements shall be as follows: · Systems shall be inspected at minimum annually and following storm events exceeding 1-inch of rainfall in a 24-hour period, with maintenance and rehabilitation conducted as warranted by such inspection. GWL – Gravel Wetland: · During the first year of operation, systems shall be inspected following rainfall events of at least 1- inch over a 24-hour period to verify vegetation and landscaping has been established over 85% of the planting zones. Dead plantings shall be removed and replaced. Invasive species and woody vegetation with stems >2” in diameter shall be removed. · Organic material build-up shall be removed from the gravel treatment area as required, typically every other year at the end of the growing season. · Inspect and remove trash and debris annually. · Sediment shall be removed once accumulation approaches a depth of 6-inches. Stormwater Operation & Maintenace Manual Orchard School Temporary Classrooms South Burlington, Vermont 208 Flynn Avenue, Suite 2A, Burlington, VT 05401 Tel: 802-863-6225 Fax: 802-863-6306 Orchard School Temporary Classrooms November, 2022 Stormwater O&M Manual – Page 2 O&M Log Date Appurtenances Inspected Maintenance Performed Inspector’s Signature Stormwater Operation & Maintenace Manual Orchard School Temporary Classrooms South Burlington, Vermont 208 Flynn Avenue, Suite 2A, Burlington, VT 05401 Tel: 802-863-6225 Fax: 802-863-6306 Orchard School Temporary Classrooms November, 2022 Stormwater O&M Manual – Page 3 O&M Checklist Inspector: Date: Current Weather: Time: Rainfall in the Last 24 Hours (in): Can be checked here: http://www.nrcc.cornell.edu/page_nowdata.html Gravel Wetland Treatment Area Components: Inspection Required Annually, Recommended Twice Annually ***Inspections Required after rainfall events of at least 1-inch during first year of operation Items Inspected (Frequency) Checked Maintenance Needed Maintenance Performed DEBRIS CLEANOUT Y N Y N Y N 1. Gravel wetland and contributing areas clean of debris 2. No dumping of yard wastes into gravel wetland area 3. Litter (trash, debris, etc.) have been removed VEGETATION 4. No evidence of erosion 5. Plant composition is still according to plans 6. Vegetation established over 85% of planting zones 7. No placement of inappropriate plants 8. No evidence of invasive species or woody vegetation 9. Dead plantings removed and replaced DEWATERING AND SEDIMENTATION 10. Surface ponds dewater between storms 11. No evidence of standing water 12. No evidence of surface clogging 13. Sediment removed if approaching six-inch depth OUTLETS/OVERFLOW 14. Good condition, no need for repair 15. No evidence of erosion 16. No evidence of any blockages Stormwater Operation & Maintenace Manual Orchard School Temporary Classrooms South Burlington, Vermont 208 Flynn Avenue, Suite 2A, Burlington, VT 05401 Tel: 802-863-6225 Fax: 802-863-6306 Orchard School Temporary Classrooms November, 2022 Stormwater O&M Manual – Page 4 Comments: Date by which outstanding maintenance must be completed: Inspector’s Signature: DN CLASSROOM GROUP ROOMMECH CLASSROOM CLASSROOM CLASSROOM 21' - 4 7/8" GROUP ROOMMECH CORRIDOR A1.42 A1.4 1 A1.4 4 A1.4 3 CORRIDOR REMOVE DOOR FROM EXISTING FRAME EXISTING BUILDING FOOTPRINT A1.2 B26 A1.1 D9 A25 A1.4 GENERAL DEMOLITION NOTES 1.DEMOLITION DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE PROVIDED TO CONVEY THE DEMOLITION INTENT REQUIRED TO SATISFY THE COMPLETED SCOPE OF WORK FOR THE PROJECT. THESE DRAWINGS MAY NOT SHOW ALL AREAS, ELEMENTS, SIZES OR QUANTITIES OF EQUIPMENT TO BE REMOVED. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND PROJECT DRAWINGS PRIOR TO THE START OF DEMOLITION OR REMOVALS FOR COORDINATION WITH THE INTENT OF THE COMPETED WORK. ADDITIONAL REMOVALS AND / OR REPLACEMENT IN KIND OF ELEMENTS OR EQUIPMENT MAY BE REQUIRED TO ACCOMMODATE THE COMPLETED PROJECT AND ALL SUCH WORK SHALL BE INCLUDED AS PART OF THE CONTRACT. 2.REFER TO PROJECT PHASING DRAWINGS FOR TEMPORARY WORK OR ITEMS DEMOLISHED AS PART OF OTHER PHASES OF THE PROJECT. 3.THROUGHOUT THE PROJECT, COORDINATE WITH, AND ALLOW FOR OWNER REMOVAL OF LOOSE FURNITURE, EQUIPMENT, AND OTHER SALVAGE ITEMS PRIOR TO THE START OF ABATEMENT OR DEMOLITION. 4.COORDINATE DEMOLITION AND REMOVALS WITH HAZARDOUS MATERIALS REPORT. REFER TO THE PROJECT MANUAL FOR A REPORT OF HAZARDOUS MATERIALS AS WELL AS PROCEDURES FOR REMOVAL AND DISPOSAL. 5.EXISTING PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT, DEVICES, OR SYSTEM COMPONENTS SHALL BE REMOVED UNLESS SPECIFICALLY NOTED OTHERWISE IN AREAS OF SELECTIVE OR GENERAL DEMOLITION. TRADE CONTRACTOR SHALL CUT, CAP, AND MAKE SAFE AND REMOVE TO DESIGNATED LOCATION ALL SUCH EQUIPMENT FOR DISPOSAL BY THE GENERAL CONTRACTOR. ANY EQUIPMENT, DEVICES, OR SYSTEM COMPONENTS THAT ARE NOT ACCESSIBLE OR MADE ACCESSIBLE SHALL BE DISCONNECTED, CUT, CAPPED, AND MADE SAFE BY TRADE CONTRACTORS AND ABANDONED IN PLACE EXCEPT WHERE SUCH ABANDONMENT IS SPECIFICALLY PROHIBITED BY CODE. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, AND TECHNOLOGY / COMMUNICATIONS DRAWINGS. REFER ALSO TO THE TRADE CONTRACTOR SUMMARIES AND DEMOLITION SECTIONS OF THE PROJECT MANUAL. ADDITIONAL DEMOLITION WORK NOT SHOWN ON THESE DRAWINGS MAY BE REQUIRED TO SATISFY THE DESIGN INTENT AND SHALL BE INCLUDED AS PART OF THE CONTRACT. 6.REFER TO CIVIL AND LANDSCAPE PLANS FOR UTILITIES, ROADS, PARKING, VEGETATION, OR OTHER SITE ELEMENTS TO BE REMOVED. 7.IN AREAS INDICATING DEMOLITION OF PARTITIONS REMOVE EQUIPMENT AND FIXTURES INCLUDING BUT NOT LIMITED TO FLOOR AND WALL STOPS, FIRE EXTINGUISHERS AND CABINETS, WALL HOOKS, DISPLAY CASES, MARKER/TACK/CHALK BOARDS AND OTHER WALL MOUNTED AND RECESSED SPECIALITIES AND SUPPORT BRACKETS. 8.REMOVE ALL CEILINGS AND RELATED COMPONENTS, UNLESS SPECIFICALLY NOTED OTHERWISE. NOTE THAT CEILINGS ARE GENERALLY NOT SHOWN ON DEMOLITION DRAWINGS, UNLESS REQUIRED FOR PARTIAL DEMOLITION. 9.AT AREAS NOTED FOR REMOVAL OF FLOOR FINISH, REMOVE FLOOR COVERINGS AND ADHESIVES, TOPPINGS, MATS, FRAMES AT RECESSED PORTIONS OF EXISTING SLABS, TO SLAB BELOW. 10.REFER TO STRUCTURAL DRAWINGS FOR SHORING AND LINTEL REQUIREMENTS AT NEW OPENINGS IN EXISTING MASONRY. 11.REFER TO STRUCTURAL DRAWINGS FOR SHORING OR BRACING OF EXISTING ELEMENTS TO REMAIN. 12.REFER TO STRUCTURAL DRAWINGS AND COORDINATE DEMOLITION OF FLOOR SLABS OR WALLS TO REMAIN WITH THE REQUIREMENTS OF NEW STRUCTURAL ELEMENTS INTENDED TO BE INCORPORATED IN THE PROJECT. 13.EXISTING BUILDING OR SITE ELEMENTS NOT SCHEDULED FOR WORK WHICH ARE DAMAGED SHALL BE REPLACED OR RESTORED TO ORIGINAL CONDITIONS WITH MATERIALS AND METHODS APPROVED BY THE ARCHITECT. THE COST OF SUCH REPLACEMENT OR RESTORATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 14.AREAS OF SLAB REMOVAL HAVE BEEN SHOWN TO APPROXIMATE NECESSARY REMOVAL EXPECTED FOR UNDERSLAB PLUMBING, AND STRUCTURAL ELEMENTS. COORDINATE ACTUAL NECESSARY SLAB REMOVAL WITH ALL TRADES. 1. PATCHING: AFTER REMOVAL OF BUILDING COMPONENTS AS INDICATED, PATCH AND PREPARE THE REMAINING EXISTING EXPOSED SURFACES TO RECEIVE NEW WORK AND FINISH. 2. WHERE NEW CONSTRUCTION EITHER INFILLS OR ABUTS EXISTING CONSTRUCTION, THE FINISHED FACES SHALL ALIGN, AND THE SURFACES SHALL BE FINISHED TO MATCH. 3. AFTER REMOVAL OF BUILDING COMPONENTS, ANY RESULTING HOLES SHALL BE PATCHED. MAINTAIN EXISTING FIRE-OR SMOKE-RATINGS AS INDICATED. SUCH PATCHES SHALL BE FLUSH WITH ADJACENT SURFACES AND FINISHED TO MATCH. 4. EXISTING SKYLIGHTS: THE EXISTING CURBS AND SKYLIGHTS ARE TO BE REMOVED, COORDINATE INSTALLATION OF NEW SKYLIGHTS IN EXISTING OPENINGS. SEE SPECIFICATIONS. 5. THE CONTRACTOR MAY REPLACE SALVAGED ITEMS WITH NEW AND IDENTICAL MATERIALS ONLY WITH THE ARCHITECT'S PRIOR APPROVAL. 6. DAMAGES: EXISTING BUILDING OR SITE COMPONENTS, NOT SCHEDULED FOR WORK, WHICH ARE DAMAGED SHALL BE REPLACED OR RESTORED TO ORIGINAL CONDITION BY METHODS APPROVED BY THE ARCHITECT. COSTS TO REPAIR DAMAGES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. REMOVE FLOOR SLABS AS INDICATED AND AS NECESSARY TO COMPLETE UNDERSLAB WORK. REFER TO PLUMBING AND CIVIL DOCUMENTS FOR ADDITIONAL INFORMATION 8. REFER TO MEP DRAWINGS FOR MECHANICAL DEMOLITION. GENERAL PATCHING AND REPAIRING NOTES TRUE NORTH PROJECT NORTH N 4'0 8' 16' GRAPHIC SCALESCALE: 1/8"=1'-0" PROJECT NUMBER: B D F H K M P R T V X 13579111315171921232527 COPYRIGHT ©2020 by Dore & Whittier Architects, Inc. (D+W). These documents are D+W's instruments of service and as such, D+W retains all copyrights, common law, and statutory rights. Use of these documents without D+W's express written permission will result in copyright infringement. 2468101214161820222426 135791113151719212325272468101214161820222426 A C E G J L N Q S U W B D F H K M P R T V X A C E G J L N Q S U W MASSACHUSETTS 260 MERRIMAC STREET BUILDING 7, 2ND FLOOR NEWBURYPORT, MA 01950 P: (802) 863-1428 P: (978) 499-2999 VERMONT 212 BATTERY STREET BURLINGTON, VT 05401 SEAL AND SIGNATURE: REVISIONS: ISSUE TITLE AND DATE: KEY PLAN ORIENTATION AND SCALE: SHEET TITLE: SHEET NUMBER:10/14/2022 12:25:08 PMAutodesk Docs://South Burlington Elementary School Study/ARCH - 823 - SB Orchard Elementary School.rvt21-0823 10.14.22 ORCHARD OVERALL & DEMO PLAN A1.1 PROGRESS SET SOUTH BURLINGTON ES MODULARS ORCHARD ELEMENTARY SCHOOL 1/16" = 1'-0"D24 ORCHARD OVERALL PLAN NO. DATE TITLE 1/8" = 1'-0"D9 ORCHARD ENLARGED DEMO PLAN DN OS PS SS CUH FCU 947 SF 101 CLASSROOM 950 SF 102 CLASSROOM 950 SF 103 CLASSROOM 948 SF 104 CLASSROOM 107 SF 301 MECH 260 SF 201 GROUP ROOM EXISTING BUILDING -NO WORK THIS AREA 260 SF 202 GROUP ROOM 107 SF 302 MECH 9' - 6"27' - 10" 1535 SF 100 CORRIDOR 21' - 4 7/8" 8' - 10 7/8" 27' - 10"6' - 0"7' - 2 1/2"A1.42 A1.4 1 A1.4 4 A1.4 3 34' - 10 7/8"14' - 2"35' - 3"35' - 3"35' - 1 1/8"14' - 2"32' - 8 7/8"34' - 0"34' - 0"34' - 0"34' - 1 1/8"168' - 10"37' - 4"34' - 10 7/8"7' - 2"7' - 0"EQEQEQEQEQEQEQEQ14' - 2"35' - 1 1/8"104B 104A 302 103A 103B 100B 102C 102A 301 101A 101B 100A 001B 479 SF 001 CORRIDOR 102B MXMP MP MM MP MM MP MP MX MX MP2 2 A25 A1.4 A20 A1.4 A15 A1.4 A10 A1.4 8' - 0" A1.2 B6 A6 A1.4 X1.10B X1.10B X1.10B X1.10B X1.10 X1.10X1.10 X1.10 002 PLAN GENERAL NOTES 1. ALL INTERIOR CMU PARTITIONS ARE TYPE "E", UNLESS NOTED OTHERWISE. ALL INTERIOR STUD PARTITIONS ARE TYPE "A", UNLESS NOTED OTHERWISE. 2. WHERE DOORS, WINDOWS, BORROWED LITES, GRILLES, OR OPENINGS OCCUR IT SHALL BE ASSUMED THAT THE WALL CONSTRUCTION IS THE SAME ABOVE AS ADJACENT, UNLESS NOTED OTHERWISE. 3. WHERE COLUMN LINES ARE SHOWN INSIDE WALLS AND PARALLEL TO THE WALL, IT SHALL BE ASSUMED THAT THE WALL IS CENTERED ON THE COLUMN LINE UNLESS DIMENSIONED OTHERWISE. 4. WHERE ENLARGED PLANS ARE INDICATED, REFER TO ENLARGED PLAN SHEET FOR DIMENSIONS, WALL TYPES, AND DETAIL REFERENCES. 5. REFER TO HORIZONTAL CONTROL PLANS AND STRUCTURAL DRAWINGS FOR SLAB INFORMATION (INCLUDING DEPRESSIONS, EDGE DIMENSIONS, AND SHAFT OPENINGS).7/8"GROUT SOLID, PREPUNCHED/DIMPLE HM DOOR FRAME AND ANCHOR, PT FRAME SEALANT, EA SIDE 948 SF 104 CLASSROOM 107 SF 302 MECH 260 SF 202 GROUP ROOM 950 SF 103 CLASSROOM 950 SF 102 CLASSROOM 107 SF 301 MECH 260 SF 201 GROUP ROOM 947 SF 101 CLASSROOM 1535 SF 100 CORRIDOR 479 SF 001 CORRIDOR GYP-1 8' - 0" GYP-1 8' - 0" GYP-1 8' - 0" GYP-1 8' - 0" GYP-1 0' - 0" GYP-1 8' - 0" GYP-1 8' - 0" GYP-1 8' - 0" GYP-1 8' - 0" GYP-1 11' - 0" A25 A1.4 A20 A1.4 A15 A1.4 A10 A1.4 A6 A1.4 GYP-1 8' - 0" EQ EQ EQ EQ5' - 8"5' - 8"EQEQ5' - 8"5' - 8"EQEQ5' - 8"5' - 8"EQEQ5' - 8"5' - 8"EQEQCEILING GENERAL NOTES 1. UNLESS SPECIFICALLY INDICATED OTHERWISE, ACOUSTIC CEILING PANELS AT ENCLOSED SPACES SHALL BE ACP-1 (SHOWN 2' X 4') OR ACP-1A (SHOWN 2' X 2') 2. UNLESS SPECIFICALLY INDICATED AS OTHERWISE, ALL ACOUSTIC CEILING PANELS AT CORRIDORS AND CIRCULATION AREAS SHALL BE ACP-2 (SHOWN 2' X 4') OR ACP-2A (SHOWN2' X 2'). 3. ALL GYP BD CEILING AND SOFFIT CONSTRUCTION SHALL BE GYP BD2 MATERIAL. SEE AG0.02 FOR SCHEDULE OF GYP BD TYPES. 4. ALL GYP BD SOFFIT AREAS SHALL BE PAINTED. UNLESS SPECIFICALLY INDICATED, COLOR SHALL BE PT-1. 5. ALL CEILINGS SHALL BE INSTALLED 10'-0" AFF UNLESS SPECIFICALLY INDICATED AS OTHERWISE. 6. CEILING HEIGHTS INDICATED ON THESE PLANS ARE EXPRESSED ABOVE MAIN FINISHED FLOOR LEVEL DATUM TO UNDERSIDE OF GYP BD FINISH OR GRID TEE. WHERE ROOMS INCLUDE RAISED FLOOR AREAS OR RAMPS, THE CEILING HEIGHT EXPRESSED IS FROM MAIN FINISHED FLOOR LEVEL DATUM. 7. DIMENSIONS ON CEILING PLANS LOCATING SOFFIT EDGES IN PLAN ARE INDICATED TO FACE OF GYP BD FINISH. 8. TYPICAL SOFFIT FRAMING AND CEILING DETAILS APPLICABLE TO THE PROJECT ARE LOCATED AT SHEET A2.50. TYPICAL DETAIL CONDITIONS COMMON THROUGHOUT THE PROJECT ARE NOT SPECIFICALLY IDENTIFIED AT EVERY LOCATION, BUT SHALL BE APPLICABLE AS READILY INTERPRETED FROM THE CONFIGURATIONS INDICATED. 9. WHERE SOFFITS ARE SHOWN TO ALIGN WITH ADJACENT PARTITIONS, THE FACES OF FINISH SHALL BE IN ALIGNMENT. COORDINATE FRAMING POSITION WITH LAYERS AND THICKNESS OF FINISHES. 10. AT AREAS OF EXPOSED STRUCTURE IN FINISHED SPACES SUCH AS GYMNASIUMS, AUDITORIUMS, AND ABOVE “FLOATING”OR “CLOUD”CEILINGS, ALL EXPOSED DECK AND STRUCTURAL FRAMING (INCLUDING FIREPROOFING WHERE APPLICABLE), DUCTWORK, PIPING, CONDUITS, JUNCTION BOXES, MECHANICAL EQUIPMENT, AND OTHER BUILDING UTILITY EQUIPMENT SHALL BE PAINTED UNLESS INDICATED AS OTHERWISE. PAINT ITEMS PRIOR TO APPLICATION OF IDENTIFICATION REQUIRED BY FIRE PROTECTION, PLUMBING, HVAC, AND ELECTRICAL SECTIONS. UNLESS SPECIFICALLY INDICATED AS OTHERWISE, COLOR SHALL BE AS INDICATED ON CEILING PLANS. 11. AT AREAS OF EXPOSED STRUCTURE IN UTILITY-TYPE SPACES INCLUDING (BUT NOT LIMITED TO) ELECTRICAL CLOSETS, JANITOR CLOSETS, MECHANICAL ROOMS, BOILER ROOMS, AND RECEIVING AREAS, ALL EXPOSED DECK AND STRUCTURAL FRAMING (INCLUDING FIREPROOFING WHERE APPLICABLE), SHALL BE PAINTED UNLESS INDICATED AS OTHERWISE. . UNLESS SPECIFICALLY INDICATED AS OTHERWISE, COLOR SHALL BE PT-1. 12. LOCATIONS OF SPRINKLERS ON THIS CEILING PLAN ARE SHOWN FOR COORDINATION AND ARCHITECTURAL DESIGN INTENT PURPOSES, AND MAY INDICATE ADDITIONAL SPRINKLERS THAT ARE NOT INDICATED ON THE FIRE PROTECTION DRAWINGS OR ARE NOT REQUIRED BY CODE. IN SUCH CASES THE ADDITIONAL SPRINKLER HEADS ARE REQUIRED FOR AESTHETIC PURPOSES, AND THE CONTRACTOR SHALL PROVIDE THE SPRINKLERS SHOWN UNLESS CODE-RELATED REQUIREMENTS PROHIBIT THE LOCATIONS INDICATED. THE CONTRACTOR SHALL PROVIDE THE GREATER QUANTITY OF SPRINKLERS SHOWN ON EITHER THE FIRE PROTECTION OR ARCHITECTURAL CEILING PLANS. 13. LOCATIONS OF DEVICES SUCH AS DIFFUSERS, REGISTERS, SPEAKERS, LIGHTS, ETC. ARE SHOWN FOR COORDINATION AND ARCHITECTURAL DESIGN INTENT PURPOSES. REFER TO MECHANICAL, ELECTRICAL, AND COMMUNICATIONS DRAWINGS FOR TYPE DESIGNATIONS OF DEVICES. IN CASE OF DISCREPANCY, THE GREATER QUANTITY OF FIXTURE SHALL PREVAIL. 14. ALL SPRINKLER HEADS, DIFFUSERS, SPEAKERS DETECTORS, AND OTHER DEVICES LOCATED IN ACOUSTIC PANEL CEILINGS THAT DO NOT OCCUPY A FULL ACOUSTIC PANEL SHALL BE LOCATED IN THE CENTER OR QUARTER-POINT OF CEILING TILE. SEE TYPICAL CEILING DETAILS. 15. ALL CEILING-MOUNTED DEVICES AND ACCESS DOORS IN GYP BD CEILINGS SHALL BE INSTALLED TO CENTERLINE OF ITEM PER DIMENSIONS INDICATED. IF DIMENSIONS ARE NOT PROVIDED, THE CONTRACTOR SHALL INSTALL DEVICES AT THE APPROXIMATE LOCATIONS SHOWN, AND ARRANGE MULTIPLE DEVICES ON COMMON CENTERLINES THAT ARE RECTILINEAR WITH CEILING EDGES. RANDOMLY LOCATED DEVICES AND ACCESS DOORS WILL BE REJECTED AND SHALL BE REINSTALLED UNTIL ACCEPTED BY THE ARCHITECT. 16. EXPOSED DUCTWORK IN FINISHED PUBLIC SPACES SHALL BE LOCATED AT THE APPROXIMATE LOCATIONS INDICATED ON THE CEILING PLANS. COORDINATE LOCATIONS WITH ALL OTHER EQUIPMENT AT THE CEILING, INCLUDING SPRINKLERS AND FIRE PROTECTION PIPING, LIGHTING AND ELECTRICAL CONDUITS, RAIN WATER LEADERS, SURFACE MOUNTED OR SUSPENDED EQUIPMENT OR OTHER UTILITIES. 17. THIS DRAWING DOES NOT DOCUMENT ALL SPRINKLERS THAT MAY BE REQUIRED ABOVE "FLOATING" OR “CLOUD”CEILING PANEL ASSEMBLIES OR OTHER OBSTRUCTIONS, OR IN EXPOSED CEILING AREAS. THE CONTRACTOR SHALL REFER TO THE FIRE PROTECTION DRAWINGS, AND PROVIDE ALL NECESSARY SPRINKLERS TO PROVIDE A FIRE PROTECTION SYSTEM THAT MEETS THE REQUIREMENTS OF NFPA-13 FOR THE GIVEN CONSTRUCTION TYPE. 18. “FLOATING”OR “CLOUD”CEILINGS NOT CONNECTED TO WALLS SHALL BE SEISMICALLY BRACED TO STRUCTURE PER BUILDING CODE REQUIREMENTS. REFER TO TYPICAL DETAILS FOR BRACING DETAIL. REFLECTED CEILING PLAN LEGEND SURFACE FIXTURE WALL MOUNTED FIXTURE RECESSED LIGHT FIXTURE EXIT SIGN SURFACE-MOUNTED TRACK LIGHT FIXTURE INDUCTION UNIT SMOKE DETECTOR SPRINKLER HEAD (RECESSED OR SEMI- RECESSED)(SEE FP FOR TYPE) SUPPLY OR RETURN AIR GRILLE ACCESS PANEL HATCH CEILING MOUNTED CABINET UNIT HEATER SPEAKER WIRELESS ROUTER PHOTOSENSOR OCCUPANCY SENSOR SECURITY CAMERA EXPOSED STRUCTURE GYPSUM WALL BOARD (GYP BD6 TYPICAL, OR AS NOTED) GYPSUM WALL BOARD (2 HOUR) SUSPENDED LINEAR METAL SOFFIT (LMS) ACOUSTIC CEILING PANEL (ACP 1, 2, 3, 4, 6) ACOUSTIC PANEL ACOUSTIC CEILING PANEL (ACP 1A, 2A, 3A) (BOTH) CEILING HT CEILING TYPE PENDANT LIGHT FIXTURE LAY-IN / RECESSED FIXTURE W WS1 WINDOW SHADE BARREL ACOUSTIC DIFFUSER ACP 1A 12' - 0" RECESSED LED FIXTURE RADIANT PANEL WS3 WINDOW SHADE: MOTORIZED & BLACKOUT SD ACP 1A 12' - 0" ROOM NAME 100A CEILING HT CEILING TYPE ROOM NUMBER ROOM NAME FAN COIL UNIT TRUE NORTH PROJECT NORTH N 4'0 8' 16' GRAPHIC SCALESCALE: 1/8"=1'-0" PROJECT NUMBER: B D F H K M P R T V X 13579111315171921232527 COPYRIGHT ©2020 by Dore & Whittier Architects, Inc. (D+W). These documents are D+W's instruments of service and as such, D+W retains all copyrights, common law, and statutory rights. Use of these documents without D+W's express written permission will result in copyright infringement. 2468101214161820222426 135791113151719212325272468101214161820222426 A C E G J L N Q S U W B D F H K M P R T V X A C E G J L N Q S U W MASSACHUSETTS 260 MERRIMAC STREET BUILDING 7, 2ND FLOOR NEWBURYPORT, MA 01950 P: (802) 863-1428 P: (978) 499-2999 VERMONT 212 BATTERY STREET BURLINGTON, VT 05401 SEAL AND SIGNATURE: REVISIONS: ISSUE TITLE AND DATE: KEY PLAN ORIENTATION AND SCALE: SHEET TITLE: SHEET NUMBER:10/14/2022 12:25:09 PMAutodesk Docs://South Burlington Elementary School Study/ARCH - 823 - SB Orchard Elementary School.rvt21-0823 10.14.22 ORCHARD FLOOR PLAN & RCP A1.2 PROGRESS SET SOUTH BURLINGTON ES MODULARS ORCHARD ELEMENTARY SCHOOL 1/8" = 1'-0"B26 LEVEL 1 PORTABLE VIEW NO. DATE TITLE 1 1/2" = 1'-0"B6 PLAN DETAIL - EXISTING / WALKWAY 1/8" = 1'-0"B16 LEVEL 1 - RCP ROOF LEGEND ROOF TYPE TAG, REFER TO A3.50 AND A3.51 FOR TYPESR2.1a DIRECTION OF SLOPE AT TAPERED INSULATION (MIN. 1/4"=1'-0") TAPERED INSULATION (MIN. SLOPE = 1/4":1'-0") WALKWAY PADS EXPANSION JOINT VENT THROUGH ROOF: COORDINATE LOCATION W/ PLUMBING DRAWINGS. SEE TYPICAL FLASHING DETAILS @ SHEET A3.51 EXHAUST FAN WITH CURB: COORDINATE LOCATION WITH HVAC DRAWINGS. SEE TYPICAL FLASHING DETAILS @ SHEET A3.51 VTR EF CONDENSING UNIT ON PROTECTED WOOD SLEEPERS; COORD PITCH POCKET PIPE PENETRATION. COORDINATE LOCATION WITH HVAC DRAWINGS. SEE PROTECTED WOOD SLEEPER AND PITCH POCKET DETAILS @ SHEET A3.51 AIR HANDLING UNIT ON CURBS: COORDINATE LOCATION WITH HVAC DRAWINGS. SEE TYPICAL FLASHING DETAILS @ SHEET A3.51 COND ROOF PLAN GENERAL NOTES 1. ALL ROOF AREAS SHALL BE ROOFING SYSTEM TYPE R1.3 UNLESS SPECIFICALLY INDICATED AS OTHERWISE. 2. ROOF TYPES INDICATED ARE INTENDED TO DESCRIBE ROOFING SYSTEMS IN GENERAL. 3. REFER TO MEP DRAWINGS FOR COORDINATION OF MECHANICAL EQUIPMENT, DEVICES, COMPONENTS, AND ASSOCIATED SUPPORT SYSTEMS. REFER TO PROJECT DETAILS INDICATED IN ARCHITECTURAL, STRUCTURAL, AND MEP DRAWINGS AND INCORPORATE ROOFING COMPONENTS REQUIRED TO ENSURE A WEATHER-TIGHT AND WARRANTIED SYSTEM AS DESCRIBED IN THE SPECIFICATIONS. 4. THE ROOFING AREAS SHALL FEATURE PLANAR SLOPE TOWARD DRAINS OF A MINIMUM ¼ INCH VERTICAL IN 12 INCHES HORIZONTAL DISTANCE. PROVIDE TAPERED INSULATION OR SHIMS TO MAINTAIN MINIMUM SLOPE AND AVOID PONDING. 5. PROVIDE TAPERED INSULATION AND/OR CRICKETS AT THE UPSLOPE SIDE OF ALL CURBS AND OTHER OBSTRUCTIONS TO DRAINAGE SLOPES, INCLUDING BUT NOT LIMITED TO CURBS FOR MECHANICAL EQUIPMENT, SKYLIGHTS, ACCESS HATCHES, AND SMOKE HATCHES. 6. DETAIL REFERENCES MAY NOT BE INDICATED FOR EACH OCCURRENCE OF ROOF PENETRATIONS OR ROOF MOUNTED EQUIPMENT. REFER TO THE ROOF LEGEND FOR ITEMS SHOWN ON THE ROOF PLAN. 7. ROOFING SYSTEMS SHALL COMPLY WITH WIND LOAD AND PERFORMANCE REQUIREMENTS FOR ROOF COVERINGS. FASTENINGS, JOINT SEAM TREATMENTS, AND OTHER INSTALLATION DETAILS SHALL MEET MANUFACTURER’S REQUIREMENTS TO SATISFY CODE AND MEET WARRANTY REQUIREMENTS. 8. MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS SHOWN ARE APPROXIMATE SIZE AND LOCATION FOR COORDINATION PURPOSES. REFER TO MEP PLANS AND SCHEDULES FOR ACTUAL ITEM DESIGNATIONS AND COORDINATE REQUIRED PENETRATIONS AND CLEARANCES, INCLUDING MANUFACTURER'S REQUIRED MAINTENECE CLEARANCES. 9. DETAIL REFERENCES ARE NOT INDICATED FOR EACH ROOF CONDITION OR PENETRATION. THE CONTRACTOR SHALL REFER TO PROJECT DETAILS FOR INFORMATION APPLICABLE TO MISCELLANEOUS ITEMS WHICH INCLUDE, BUT ARE NOT LIMITED TO, CONDUIT PENETRATIONS, GUY- WIRE TIE-DOWN POINTS, PROTECTED WOOD SLEEPERS, CONDENSATE LINES AND OTHER MISCELLANEOUS PIPING, AND SMALL DIAMETER EXHAUST DUCTS. REFER TO KITCHEN EQUIPMENT, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR COORDINATION OF REQUIRED ROOF PENETRATIONS AND DETAILS WHERE APPLICABLE. R2.1a STRUCTURAL DECKING MATERIAL 1 STEEL METAL DECKING 2 CONCRETE SLAB OR PLANK 3 STRUCTURAL WOOD SHEATHING 4 WOOD PLANK (HEAVY TIMBER) 5 CEMENTITIOUS WOOD FIBER COMPOSITE DECK (TECTUM) 6 PROJECT SPECIFIC ROOFING SYSTEM R1 SINGLE PLY ROOFING SYSTEM R2 FIBERGLASS ROOF SHINGLES R3 STANDING SEAM METAL ROOFING R4 PROJECT SPECIFIC FINISH -PROJECT SPECIFIC a COLOR OR DECORATIVE GRAVEL b COLOR OR NO DECORATIVE GRAVEL A25 A1.4 A20 A1.4 A15 A1.4 A10 A1.4 A6 A1.4 1/4" / 1'-0"1/4" / 1'-0" R1.3 R1.3 R1.6 DSDS DSDS DS DS DS DS 1/4" / 1'-0"1/4" / 1'-0"TRUE NORTH PROJECT NORTH N 4'0 8' 16' GRAPHIC SCALESCALE: 1/8"=1'-0" PROJECT NUMBER: B D F H K M P R T V X 13579111315171921232527 COPYRIGHT ©2020 by Dore & Whittier Architects, Inc. (D+W). These documents are D+W's instruments of service and as such, D+W retains all copyrights, common law, and statutory rights. Use of these documents without D+W's express written permission will result in copyright infringement. 2468101214161820222426 135791113151719212325272468101214161820222426 A C E G J L N Q S U W B D F H K M P R T V X A C E G J L N Q S U W MASSACHUSETTS 260 MERRIMAC STREET BUILDING 7, 2ND FLOOR NEWBURYPORT, MA 01950 P: (802) 863-1428 P: (978) 499-2999 VERMONT 212 BATTERY STREET BURLINGTON, VT 05401 SEAL AND SIGNATURE: REVISIONS: ISSUE TITLE AND DATE: KEY PLAN ORIENTATION AND SCALE: SHEET TITLE: SHEET NUMBER:10/14/2022 12:25:09 PMAutodesk Docs://South Burlington Elementary School Study/ARCH - 823 - SB Orchard Elementary School.rvt21-0823 10.14.22 ORCHARD ROOF PLAN A1.3 PROGRESS SET SOUTH BURLINGTON ES MODULARS ORCHARD ELEMENTARY SCHOOL 1/8" = 1'-0" ROOF TYPE NUMBERING SYSTEM NO. DATE TITLE 1/8" = 1'-0"C17 ROOF PLAN MODULAR FFE 2' -4" EXISTING SCHOOL FFE 0' -0"2' - 4"W1 W1 W1 W1 W1 W1 W1 A6 A1.4 W1 W1 W1W1W1W1W1 PFN AL DOWNSPOUT, TYP.PFN AL GUTTERS PTD PPT PWD SKIRT BOARD EXISTING SCHOOL BEYOND MODULAR FFE 2' -4" EXISTING SCHOOL FFE 0' -0" A15 A1.4 A10 A1.4 PFN AL DOWNSPOUT, TYP. PFN AL GUTTER MODULAR FFE 2' -4" EXISTING SCHOOL FFE 0' -0" 001B A20 A1.4 A15 A1.4 A10 A1.4EXISTING SCHOOL PFN AL DOWNSPOUT, TYP. PFN AL DOWNSPOUT, TYP.PFN AL GUTTERS PTD PPT PWD SKIRT BOARD MODULAR FFE 2' -4" EXISTING SCHOOL FFE 0' -0" W1 W1 W1 W1 7/8" / 1'-0"A25 A1.4 A6 A1.4PFN AL DOWNSPOUT, TYP. EXTERIOR ELEVATION GENERAL NOTES 1. EXTERIOR ELEVATIONS ARE PROVIDED TO SHOW THE GENERAL ARRANGEMENT OF EXTERIOR WALL FINISH MATERIALS. REFER TO WALL SECTIONS AND DETAILS FOR DETAILED DESCRIPTION OF CONSTRUCTION. 2. LINE OF GRADE INDICATED IS APPROXIMATE –REFER TO CIVIL / LANDSCAPE GRADING PLANS FOR GRADING INFORMATION. 3. WHERE PORTIONS OF ELEVATIONS ARE OBSCURED FROM VIEW BY FREESTANDING COLUMNS, FASCIA, ROOF EDGES, OR OTHER PROJECTING CONSTRUCTION, THE CONTRACTOR SHALL ASSUME THAT THE ADJACENT WALL FINISHES EXTEND INTO THE AREAS OBSCURED FROM VIEW, UNLESS SPECIFICALLY INDICATED AS OTHERWISE IN BUILDING AND WALL SECTIONS. 4. DIMENSIONAL INFORMATION PROVIDED RELATIVE TO MASONRY VENEER IS BASED ON NOMINAL FULL INCH MASONRY COURSING. 5. REFER TO ROOF PLAN FOR DESCRIPTION OF ROOFING SYSTEMS AND MATERIALS. 6. REFER TO CURTAIN-WALL TYPES AND DETAILS FOR INFORMATION RELATED TO CURTAIN-WALL, GLAZING TYPES, INSTALLATION, AND TRIM AT OPENINGS. 7. REFER TO WINDOW TYPES AND DETAILS FOR INFORMATION RELATED TO WINDOWS, OPERABLE SASH, GLAZING TYPES, INSTALLATION, AND TRIM AT OPENINGS. 8. REFER TO LOUVER TYPES AND DETAILS FOR INFORMATION RELATED TO LOUVER OPENINGS, SIZES, INSTALLATION, AND TRIM AT OPENINGS. 9. REFER TO BUILDING AND WALL SECTIONS FOR HEIGHT OF MASONRY COURSING AND TOP OF MASONRY ELEVATIONS. 10. PROVIDE MASONRY VENEER CONTROL JOINTS WHERE INDICATED IN ELEVATIONS. IN ADDITION, PROVIDE CONTROL JOINTS AT THE FOLLOWING LOCATIONS: a. ON ONE SIDE OF AN OUTWARD BUILDING CORNER WITHIN 2’-4”OF THE CORNER. b. AT EACH INWARD BUILDING CORNER. c. WHERE THE HEIGHT OF THE FACADE MASONRY VENEER CHANGES. d. WHERE THE METHOD OF SUPPORT FOR MASONRY VENEER CHANGES, SUCH AS AT ENDS OF RELIEVING ANGLES OR STRUCTURAL LINTELS SUPPORTED FROM ROOF STRUCTURE. e. ON UNINTERRUPTED SPANS OF MASONRY VENEER AT MAXIMUM 24’-0”SPACING. 11. SEALANT AND BACKER ROD AT MASONRY VENEER CONTROL JOINTS SHALL BE PROVIDED AND INSTALLED BY THE WATERPROOFING / JOINT SEALANT SUB-CONTRACTOR. 12. WHERE LOOSE LINTELS CROSS CONTROL JOINTS, PROVIDE BOND-BREAK FABRIC WRAP OF LINTEL END AT PORTION OF LINTEL EXTENDING PAST CONTROL JOINT. 13. WHERE MASONRY VENEER MATERIAL CHANGES OCCUR, INCLUDING FROM BRICK TO CMU OR PRECAST CONCRETE, PROVIDE A BOND BREAK SEPARATOR BETWEEN COURSES. 14. ELEVATIONS MAY NOT SHOW ALL BUILDING FEATURES WITH CLARITY, SUCH AS REGLET COUNTER- FLASHINGS AND TERMINATION BARS WHERE ROOF MEMBRANE FLASHINGS TERMINATE ON SIDE WALLS. REFER TO WALL SECTION AND ROOF EDGE DETAILS FOR DETAILS AND INFORMATION RELATED TO THESE CONDITIONS. 15. PAINT ALL EXPOSED LINTELS TO MATCH ADJACENT WALL. EXTERIOR MATERIALS LEGEND CONCRETE / CAST STONE CORRUGATED METAL PANEL (SIDING AND EQUIPMENT VISION PANEL -OPERABLE VERTICAL STANDING SEAM METAL PANEL SIDING EXTERIOR ELEVATION SYMBOLS LEGEND CA CAMERA; SEE SECURITY DWGS FIRE ALARM HORN/ STROBE; SEE FIRE ALARM DWGS H/ SP SPEAKER; SEE COMMUNICATION DWGS FA RED FIRE ALARM BEACON; SEE FIRE ALARM DWGS CARD READER; SEE TECHNOLOGY DWGS AMBER SECURITY BEACON; SEE FIRE ALARM AND TECHNOLOGY DRAWINGS CR SE VIDEO INTERCOM; SEE TECHNOLOGY DWGS SPRINKLER ALARM BEACON AND BELL; SEE FIRE ALARM DWGS SPA1 D VIDEO INTERCOM; SEE TECHNOLOGY DWGS HOSE BIB; SEE PLUMBING DWGSH PENDANT MOUNT LIGHT FIXTURE, SEE ELEC. DWGS. LOCATE SL4 AT 8'-0" ABOVE LEVEL 1 TO B.O. FIXTURE. LOCATE SL5 AT 14'-0" ABOVE LEVEL 1 TO B.O. FIXTURE. WALL SCONCE LIGHT FIXTURE, SEE ELEC. DWGS. LOCATE LEVEL 1 SC1 AT 7'-8" ABOVE LEVEL 1 TO B.O. FIXTURE. LOCATE LEVEL 2 SC-1 AT 4'-0" ABOVE LEVEL 2 TO B.O. FIXTURE + 3/4"EXTENT OF BRICK VENEER PROJECTING BEYOND THE DATUM FACE OF BRICK VENEER PLANE. SEE PROJECT DETAILS AND SPECIAL BRICK SHAPES FOR ASSEMBLIES EXISTING SCHOOL FFE 0' -0" MODULAR CEILING 10' -4" MODULAR FFE 2' -4" MODULAR T.O.W. 12' -4" EXISTING SCHOOL FFE 0' -0" MODULAR CEILING 10' -4"8' - 0"MODULAR FLOOR STRUCTURE: SEE MODULAR SPECS FOUNDATIONS: SEE STRUCT. FIELD CONSTRUCTED SKIRT BOARD: PPT 2X4 FRAME W/ 1/2" PPT CDX FIELD INSTALLED FLOORING / WALL BASE THROUGHOUT: SEE FINISH PLANS FINISH GRADE MODULAR EXTERIOR WALL: SEE MODULAR SPECS FIELD INSTALLED GYP. BD. PATCHING AT MATING LINES (WALLS & CEILING) FIELD INSTALLED EXT. WALL CLADDING: PPT 1X3 STRAPPING VERT @ 24" O.C. CEMENT FIBER SIDING, 5" EXP (6 1/4" SIDING) MODULAR ROOF STRUCT: SEE MODULAR SPECS FIELD INSTALLED ROOFING: TAPERED POLYISO INSULATION SLOPED 1/4" PER FOOT, COVER BOARD, 20 MIL EPDM ROOFING MEMBRANE, MEHC. FASTENED FIELD INSTALLED PREFIN ALUM GUTTER AND DOWNSPOUT: SEE ROOF PLAN EPDM ROOF EDGE, DRIP CAP 5/4 X 12 CEMENT FIBER FASCIA 1X4 PPT ROOF EDGE BLOCKING EXISTING SCHOOL FFE 0' -0" 3/4" PLYWOOD SUBFLOOR R-38 FIBERGLASS INSUL B/T JOISTS 2X12 FLOOR JOIST @ 16" O.C. 2X12 LEDGER ON PPT SILL PLATE FINISH SURFACE, SEE FIN SCHEDULE VAPOR BARRIER INSTALLED OVER FILL, SEAL TO FACE OF FOUNDATION WALL10' - 0"X1.10 20 MIL EPDM, MECHANICALLY FASTENED POLYISOCYANURATE INSULATION, MIN 4 1/2", TAPERED INSULATION SLOPED TO ROOF EDGE 3/4" CDX OR SIM ROOF DECK 2X12 KD ROOF JOISTS @ 16" O.C. R-38 BATT INSULATION B/T JOISTS 1/2" DRYWALL CONT. INT. VB 2X4 PPT ROOF EDGE BLOCKING 5/4 X 12 CEMENT FIBER FASCIA PREFIN ALUM GUTTER, ONE SIDE OF ROOF EPDM ROOF EDGE, DRIP CAP CEILING, REFER TO RCP EXISTING SCHOOL FFE 0' -0"11' - 11"20 MIL EPDM, MECHANICALLY FASTENED POLYISOCYANURATE INSULATION, MIN 4 1/2", TAPERED INSULATION SLOPED TO ROOF EDGE 3/4" CDX OR SIM ROOF DECK 2X12 KD ROOF JOISTS @ 16" O.C. R-38 BATT INSULATION B/T JOISTS 1/2" DRYWALL CONT. INT. VB 2X4 PPT ROOF EDGE BLOCING 5/4 X 12 CEMENT FIBER FASCIA PREFIN ALUM GUTTER, ONE SIDE OF ROOF EPDM ROOF EDGE DRIP CAP VARIES3/4" PLYWOOD SUBFLOOR R-38 FIBERGLASS INSUL B/T JOISTS 2X12 FLOOR JOIST @ 16" O.C. 2X12 LEDGER FINISH SURFACE, SEE FIN SCHEDULE VAPOR BARRIER INSTALLED OVER FILL, SEAL TO FACE OF FOUNDATION WALL MODULAR FFE 2' -4" MODULAR T.O.W. 12' -4" EXISTING SCHOOL FFE 0' -0" MODULAR CEILING 10' -4"8' - 0"TRUE NORTH PROJECT NORTH N 4'0 8' 16' GRAPHIC SCALESCALE: 1/8"=1'-0" PROJECT NUMBER: B D F H K M P R T V X 13579111315171921232527 COPYRIGHT ©2020 by Dore & Whittier Architects, Inc. (D+W). These documents are D+W's instruments of service and as such, D+W retains all copyrights, common law, and statutory rights. Use of these documents without D+W's express written permission will result in copyright infringement. 2468101214161820222426 135791113151719212325272468101214161820222426 A C E G J L N Q S U W B D F H K M P R T V X A C E G J L N Q S U W MASSACHUSETTS 260 MERRIMAC STREET BUILDING 7, 2ND FLOOR NEWBURYPORT, MA 01950 P: (802) 863-1428 P: (978) 499-2999 VERMONT 212 BATTERY STREET BURLINGTON, VT 05401 SEAL AND SIGNATURE: REVISIONS: ISSUE TITLE AND DATE: KEY PLAN ORIENTATION AND SCALE: SHEET TITLE: SHEET NUMBER:10/14/2022 12:48:17 PMAutodesk Docs://South Burlington Elementary School Study/ARCH - 823 - SB Orchard Elementary School.rvt21-0823 10.14.22 ORCHARD EXTERIOR ELEVATIONS, SECTIONS A1.4 PROGRESS SET SOUTH BURLINGTON ES MODULARS ORCHARD ELEMENTARY SCHOOL 1/8" = 1'-0"2 EAST BUILDING ELEVATION 1/8" = 1'-0"1 NORTH BUILDING ELEVATION 1/8" = 1'-0"3 SOUTH BUILDING ELEVATION 1/8" = 1'-0"4 WEST BUILDING ELEVATION NO. DATE TITLE 1/2" = 1'-0"A25 WALL SECTION - EXISTING BLDG/WALKWAY 1/2" = 1'-0"A6 WALL SECTION - TYP MODULAR / SCOPE ASSIGNMENT 1/2" = 1'-0"A20 WALL SECTION - WALKWAY A 1/2" = 1'-0"A15 WALL SECTION - WALKWAY RAMP 1/2" = 1'-0"A10 WALL SECTION - WALKWAY/MODULAR DN 947 SF 101 CLASSROOM 950 SF 102 CLASSROOM 950 SF 103 CLASSROOM 948 SF 104 CLASSROOM 107 SF 301 MECH 260 SF 201 GROUP ROOM EXISTING BUILDING -NO WORK THIS AREA 260 SF 202 GROUP ROOM 107 SF 302 MECH 9' - 6"27' - 10" 1535 SF 100 CORRIDOR 21' - 4 7/8" 8' - 10 7/8" 27' - 10"6' - 0"7' - 2 1/2"34' - 10 7/8"14' - 2"35' - 3"35' - 3"35' - 1 1/8"14' - 2"32' - 8 7/8"34' - 0"34' - 0"34' - 0"34' - 1 1/8"168' - 10"37' - 4"34' - 10 7/8"7' - 2"7' - 0"EQEQEQEQEQEQEQEQ14' - 2"35' - 1 1/8"479 SF 001 CORRIDOR 8' - 0" FINISH SCHEDULE GENERAL NOTES 1. FOR LIST OF MATERIAL ABBREVIATIONS REFER TO SHEET AG0.01. 2. WHERE MULTIPLE MATERIALS OR COLORS ARE SCHEDULED FOR FLOORS, REFER TO THE FLOOR FINISH PLANS FOR PATTERN, EXTENT, AND LAYOUT OF EACH MATERIAL OR COLOR. 3. WHERE MULTIPLE MATERIALS OR COLORS ARE SCHEDULED FOR WALLS, REFER TO THE INTERIOR ELEVATIONS FOR THE LOCATION AND EXTENT OF EACH MATERIAL OR COLOR. 4. FLOORING TRANSITION DETAILS ON THIS SHEET ARE TYPICAL FOR THE PROJECT. PROVIDE TRANSITION TRIM AT ALL CHANGES OF MATERIAL AS INDICATED IN DETAILS WHETHER SPECIFICALLY LOCATED WITH DETAIL CALLOUTS AT PLANS, OR UNLESS SPECIFIC DETAILS HAVE BEEN CALLED OUT. 5. TILE INSTALLATION DETAILS ON THIS SHEET ARE TYPICAL FOR THE PROJECT. PROVIDE TILE CONTROL JOINTS AND MOVEMENT JOINTS AS REQUIRED PER THE PROJECT SPECIFICATIONS AND BASED ON LOCATIONS OF FLOOR SLAB JOINTS AS DETERMINED IN THE FIELD. 6. THE INDEX OF FINISHES AND COLORS INDICATED ARE INTENDED TO DOCUMENT THE BASIS OF DESIGN COLORS AND PATTERNS ONLY. REFER TO PROJECT MANUAL SPECIFICATIONS FOR COMPLETE PRODUCT SPECIFICATIONS AND INSTALLATION REQUIREMENTS. 7. SEE CONSTRUCTION FLOOR PLANS FOR FLOORS SLOPING TO DRAINS AND LOCATIONS OF FLOOR DRAINS. INSTALL FLOOR FINISHES AS APPROPRIATE TO SLOPING CONDITIONS AND DRAINS. DO NOT INSTALL VCT, CERAMIC TILE, QUARRY TILE, OR OTHER HARD SURFACE FLOORING ACROSS CHANGES IN FLOOR PLANE. INSTALL PER SPECIFICATIONS AND INCORPORATE MFR. RECOMMENDED DETAILS. 8. LOCATE ALL CHANGES IN FLOORING MATERIAL OR COLOR AT OPENINGS WITH DOORS UNDER THE CENTER OF DOOR WHEN IN THE CLOSED POSITION UNLESS SPECIFICALLY NOTED OTHERWISE. LOCATE CHANGES IN FLOORING MATERIAL OR COLOR AT OPENINGS WITH NO DOORS AND UNFRAMED OPENINGS IN WALLS AT THE MID-POINT OF JAMB DEPTH UNLESS SPECIFICALLY INDICATED OTHERWISE IN PLANS OR DETAILS. 9. WHERE DOORS AND/OR DOOR FRAMES ARE INDICATED TO RECEIVE DIFFERENT PAINT COLORS AT OPPOSITE SIDES OF OPENING, COLOR CHANGE SHALL OCCUR AT THE CORNER BETWEEN THE STOP PROFILE AND THE JAMB FRAME (CONCEALED BY THE DOOR IN THE CLOSED POSITION.) 10. THE FLOOR FINISH AT ALL ELECTRICAL, MECHANICAL, AND OTHER SIMILAR UTILITY SPACES SHALL BE SEALED CONCRETE UNLESS SPECIFICALLY NOTED OTHERWISE. SEALER PROVIDED AND INSTALLED BY DIVISION 3 CONCRETE CONTRACTOR. DOOR SCHEDULE / DOOR & FRAME TYPES GENERAL NOTES 1. REFER TO FLOOR FINISH FLOOR FINISH PLANS FOR RESILIENT TRANSITION STRIP TRIM AT DOOR SILL CONDITIONS AND FLOOR CLEARANCES AT DOORS. RESILIENT TRANSITION STRIPS SHALL BE PROVIDED AND INSTALLED BY RELEVANT FLOORING INSTALLER (CARPET OR RESILIENT FLOORING). 2. GLASS IN INTERIOR OPENINGS, INCLUDING ALUMINUM STOREFRONT OPENINGS, HOLLOW METAL OPENINGS, AND DOOR VISION PANELS SHALL BE PROVIDED AND INSTALLED BY THE GLASS AND GLAZING SUBCONTRACTOR. 3. GLASS IN EXTERIOR DOOR VISION PANELS AND SIDELIGHTS SHALL BE 1”THICK INSULATED SAFETY GLAZING. TYPE VARIES BY BUILDING ELEVATION –REFER TO CURTAIN-WALL TYPES FOR INDICATION OF GLAZING MATERIAL AND SPECIFICATIONS FOR COMPLETE REQUIREMENTS. 4. GLASS IN INTERIOR DOOR VISION PANELS AND SIDELIGHTS BELOW THE IN NON-RATED PARTITIONS SHALL BE MINIMUM 5/16”THICK TYPE S3 SAFETY GLAZING, UNLESS SPECIFICALLY INDICATED AS OTHERWISE. REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS. 5. GLASS IN INTERIOR DOORS, SIDELIGHTS, AND BORROWED LIGHT OPENINGS IN FIRE RATED PARTITIONS SHALL BE MINIMUM 5/16”TYPE S-2 FIRE RESISTANT RATED SAFETY GLAZING. REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS. 6. GLASS IN TRANSOM PANELS IN NON-RATED PARTITIONS WHERE THE BOTTOM OF GLASS IS MORE THAN 5 FEET ABOVE FLOOR SHALL BE MINIMUM 1/4”TYPE S1 PLATE GLASS. REFER TO SPECIFICATIONS FOR COMPLETE REQUIREMENTS. 7. ALL HOLLOW METAL DOORS AND FRAMES WITH EXPOSURE TO THE EXTERIOR SHALL BE GALVANIZED. 8. ALL HOLLOW METAL DOORS WITH EXPOSURE TO THE EXTERIOR SHALL BE THERMALLY INSULATED. 9. THE CONTRACTOR SHALL COORDINATE REQUIRED FRAME THROAT DIMENSIONS FOR ALL OPENINGS WITH THE WALL CONSTRUCTION INTO WHICH THEY ARE INSTALLED. 10. REFER TO FINISH SCHEDULES AND INTERIOR ELEVATIONS FOR PAINT COLORS WHERE DOOR AND FRAME FINISH ON DOOR SCHEDULE INDICATES PAINT. TRUE NORTH PROJECT NORTH N 4'0 8' 16' GRAPHIC SCALESCALE: 1/8"=1'-0" PROJECT NUMBER: B D F H K M P R T V X 13579111315171921232527 COPYRIGHT ©2020 by Dore & Whittier Architects, Inc. (D+W). These documents are D+W's instruments of service and as such, D+W retains all copyrights, common law, and statutory rights. Use of these documents without D+W's express written permission will result in copyright infringement. 2468101214161820222426 135791113151719212325272468101214161820222426 A C E G J L N Q S U W B D F H K M P R T V X A C E G J L N Q S U W MASSACHUSETTS 260 MERRIMAC STREET BUILDING 7, 2ND FLOOR NEWBURYPORT, MA 01950 P: (802) 863-1428 P: (978) 499-2999 VERMONT 212 BATTERY STREET BURLINGTON, VT 05401 SEAL AND SIGNATURE: REVISIONS: ISSUE TITLE AND DATE: KEY PLAN ORIENTATION AND SCALE: SHEET TITLE: SHEET NUMBER:10/14/2022 12:25:10 PMAutodesk Docs://South Burlington Elementary School Study/ARCH - 823 - SB Orchard Elementary School.rvt21-0823 10.14.22 ORCHARD FINISH PLAN, FINISH SCHEDULE, DOORS A1.5 PROGRESS SET SOUTH BURLINGTON ES MODULARS ORCHARD ELEMENTARY SCHOOL NO. DATE TITLE 1/8" = 1'-0"1 LEVEL 1 PORTABLE VIEW Copy 1 ROOM FINISH SCHEDULE ROOM NO. NAME FLOOR BASE WALL REMARKS ROOM NO.MAT'L FIN N FIN S FIN E FIN W FIN 001 CORRIDOR RB-1 PT-1 PT-1 PT-1 PT-1 orchard 001 100 CORRIDOR RB-1 PT-1 PT-1 PT-1 PT-1 orchard 100 101 CLASSROOM RB-1 PT-1 PT-1 PT-1 PT-1 orchard 101 102 CLASSROOM RB-1 PT-1 PT-1 PT-1 PT-1 orchard 102 103 CLASSROOM RB-1 PT-1 PT-1 PT-1 PT-1 orchard 103 104 CLASSROOM RB-1 PT-1 PT-1 PT-1 PT-1 orchard 104 201 GROUP ROOM RB-1 PT-1 PT-1 PT-1 PT-1 orchard 201 202 GROUP ROOM RB-1 PT-1 PT-1 PT-1 PT-1 orchard 202 301 MECH RB-1 PT-1 PT-1 PT-1 PT-1 orchard 301 302 MECH RB-1 PT-1 PT-1 PT-1 PT-1 orchard 302 DOOR AND FRAME SCHEDULE DOOR NO. DOOR FRAME RATING HDWR COMMENTS DOOR NO.TYPE MATL FINISH SIZE TYPE MATL FRAME FINISH DETAILS CONFIG WIDTH HEIGHT THICK HEAD JAMB SILL 001A N PAIR 6' - 0" 7' - 0" 1 3/4"orchard 001A 100A V SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 100A 100B V PAIR 6' - 0" 7' - 0" 1 3/4"orchard 100B 101A G SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 101A 101B F SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 101B 102A G SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 102A 102B F SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 102B 102C F SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 102C 103A G SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 103A 103B F SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 103B 104A G SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 104A 104B F SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 104B 301 F SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 301 302 F SINGLE 3' - 0" 7' - 0" 1 3/4"orchard 302 MATERIALS LEGEND EARTH FILL CONCRETE PRE-CAST CONCRETE CONCRETE MASONRY UNITS BRICK SAND GRANULAR FILL / MORTAR STEEL GYPSUM WALL BOARD PLASTER/LATH PLYWOOD PLASTIC LAMINATE (ON PLYWOOD) WOOD BLOCKING CONTINUOUS (NOM. DIM.)2 6 WOOD SHIMS SPACED BLOCKING SEMI-RIGID BATT INSULATION RIGID INSULATION BATT INSULATION FINISHED HARDWOOD ACOUSTIC CEILING PANEL CERAMIC / QUARRY TILE RESIN BASED SOLID MATERIAL CARPET SHEET METAL FLUID APPLIED OR SHEET MEMBRANE MATERIAL REINFORCING BARS STONE, GRAVEL SPRAY FOAM INSULATION CEMENT -FIBER REINFORCING -WWF STONE/GRANITE/MARBLE GLASS DATUM POINT NEW CONSTRUCTION GRID BUBBLE CENTER LINE ITEMS BELOW CUT LINE -HIDDEN ITEMS ABOVE CUT LINE -OVERHEAD ROOM NAME ROOM NUMBER DOOR NUMBER WINDOW TAG BORROWED LIGHT TAG WALL TYPE TAG BUILDING SECTION CALLOUT DETAIL CALLOUT REVISION TAG REVISED CONTENT A9.10 1 2 3 4 MULTIPLE ELEVATION CALLOUT ELEVATION CALLOUT SYMBOLS LEGEND EXISTING CONSTRUCTION GRID BUBBLE CURTAIN WALL TAG STOREFRONT TAG INDICATES PARTIAL HEIGHT OF WALL IN INCHES INDICATES ANY RATING OF WALL 0 0 200A-A ROOM NAME 100 W4 BL3 CW1 SF1 1 A101 1 1 1 1 A101 1 1 A101 X1.11 96 1WALL TYPE -SEE AG0.02 FOR TYPES GENERAL NOTES 1. ABBREVIATIONS ON THIS SHEET APPLY TO ARCHITECTURAL DRAWINGS ONLY. THE LIST OF ABBREVIATIONS IS COMPREHENSIVE AND NOT RESTRICTED TO THOSE USED FOR THIS PROJECT –NOT ALL ABBREVIATIONS WILL BE FOUND WITHIN THE DRAWINGS. 2. LEGEND SYMBOLS ON THIS SHEET APPLY TO ARCHITECTURAL DRAWINGS ONLY. THE SYMBOLS LEGEND IS COMPREHENSIVE AND NOT RESTRICTED TO THOSE USED FOR THIS PROJECT –NOT ALL SYMBOLS WILL BE FOUND WITHIN THE DRAWINGS. 3. REPRESENTATION OF MATERIALS PATTERNS IN DRAWINGS AND DETAILS MAY BE AT A DIFFERENT APPARENT SCALE THAN THE THOSE SHOWN ON THE MATERIALS LEGEND ON THIS SHEET. 4. CONTRACTORS REQUIRING SLEEVES, BOX-OUTS, CORED HOLES, ETC. IN FLOORS AND WALLS TO FACILITATE THE INSTALLATION OF THEIR WORK SHALL FULLY COORDINATE THE LOCATION AND REQUIREMENTS WITH THE CM/GC AND ALL PERTINENT AND RELATED TRADES. 5. THE CONTRACTOR REQUIRING SLEEVES OR BOX-OUTS SHALL PROVIDE THOSE DEVICES TO THE APPROPRIATE TRADE FOR INSTALLATION. 6. THE CONTRACTORS FOR DIVISION 21, 22, 23, 26, 27. AND 28 WORK SHALL FULLY COORDINATE THE LOCATION AND INSTALLATION OF EQUIPMENT, PIPING, SUPPORTS, HOUSEKEEPING CURBS, DRAINS, DUCTWORK, ETC. TO PROVIDE A COMPLETE AND OPERATIONAL BUILDING. THE DRAWINGS DO NOT DEPICT THE INSTALLATION OF SUCH ITEMS WITH EXACT LOCATION; THEREFORE THE CONTRACTORS SHALL PERFORM THIS COORDINATION, AND THE OWNER WILL NOT CONSIDER ANY ADDITIONAL COSTS RELATED TO THE FIELD CONFLICTS RESULTING FROM FAILURE OF THE CONTRACTORS TO COORDINATE THEIR WORK. 7. CONTRACTORS REQUIRING ACCESS DOORS AND CLEANOUTS IN THE FINISHED SPACES SHALL PROVIDE DEVICES AND COORDINATE THE LOCATION WITH ALL AFFECTED TRADES. ACCESS DOORS IN FINISHED CEILINGS AND WALLS SHALL BE DOCUMENTED IN DETAIL ON COORDINATION DRAWINGS AND SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO PLACEMENT. 8. ALL CONTRACTORS PROVIDING “BUILT-IN”ITEMS,(INCLUDING BUT NOT LIMITED TO EQUIPMENT, CASEWORK, MILLWORK, WINDOWS, STOREFRONT AND CURTAIN WALL ASSEMBLIES, DOORS, FIELD INSTALLED GLAZING) SHALL FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE THERMAL AND ACOUSTICAL REQUIREMENTS OF THE FLOOR AND ROOF CONSTRUCTION, WALLS AND PARTITIONS BY INSTALLING PROPER SEALS AND CLOSURES AT THE PERIMETER OF ALL OPENINGS. 10. LOCATION OF ALL FLOOR DRAINS AND TRENCH DRAINS MUST BE COORDINATED WITH EQUIPMENT LAYOUTS AND RELATED TRADES. 11. AT ALL EXPOSED CONCRETE WALLS PROVIDE 3/4" x 3/4" CHAMFER AT OUTSIDE CORNERS (HORIZONTAL AND VERTICAL), UNLESS NOTED OTHERWISE. 12. WALL VR/AIB SHALL BE CONTINUOUS AND SHALL BE SEALED AT ALL EDGES OF WALL AND PENETRATIONS. REFER TO SPECIFIC DETAILS FOR TERMINATIONS AT WINDOWS, DOORS, CURTAIN WALL, TOP AND BOTTOM OF WALL, ETC. REFER TO SPECIFICATIONS AND MANUFACTURER RECOMMENDATIONS FOR ITEMS NOT SPECIFICALLY DETAILED. 13. ALL STUD PARTITIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE NOTED ABBREVIATIONS A ABV ABOVE AFF ABOVE FINISH FLOOR AFG ABOVE FINISHED GRADE AFS ABOVE FINISHED SLAB ASC ABOVE SUSPENDED CEILING ACS ACCESS(ORY) ACS FLR ACCESSIBLE FLOOR ACS PNL ACCESS PANEL ACST ACOUSTICAL ACP ACOUSTICAL CEILING PANEL ACPL ACOUSTICAL PLASTER ACT ACOUSTIC CEILING TILE AWD ACOUSTIC CEMENTITIOUS WOOD FIBER PANELS AWP ACOUSTIC WALL PANEL ADDM ADDENDUM ADDN ADDITION ADH ADHESIVE ADJ ADJACENT ADJT ADJUSTABLE AGGR AGGREGATE AIB AIR INFILTRATION BARRIER A/C AIR CONDITIONING ALT ALTERNATE ALUM ALUMINUM ADA AMERICANS WITH DISABILITIES ACT AB ANCHOR BOLT AHR ANCHOR, ANCHORAGE ANOD ANODIZED APPROX APPROXIMATE ARCH ARCHITECT(URAL) AD AREA DRAIN ASB ASBESTOS ASPH ASPHALT ACCMP ASPHALT COATED CORRUGATED METAL PIPE AV AUDIOVISUAL AUTO AUTOMATIC AED AUTOMATIC EXTERNAL DEFIBRILATOR B BR BACKER ROD BAR BARRIER BB BASEBOARD BSMT BASEMENT BRG BEARING BRG PL BEARING PLATE BJT BED JOINT BM BENCHMARK BTWN BETWEEN BEV BEVELED BITUM BITUMINOUS BLK BLOCK BLKG BLOCKING BLU BLUE STONE BD BOARD BLT BORROWED LITE BS BOTH SIDES BW BOTH WAYS BOT BOTTOM B/O BOTTOM OF BOD BOTTOM OF DECK BOS BOTTOM OF STEEL BRK BRICK BRZ BRONZE BLDG BUILDING BN BULLNOSE C (CONT.) CLR CLEAR (ANCE) CLO CLOSET CLOS CLOSURE CFMF COLD FORMED METAL FRAMING COL COLUMN COMB COMBINATION PTDWR COMBINATION PAPER TOWEL DISPENSER / WASTE RECEPTACLE MBH COMBINATION UTILITY SHELF / MOP AND BROOM HOLDER COMBST COMBUSTIBLE (COMBUSTION) COMPT COMPARTMENT CMPST COMPOSITION (COMPOSITE) CPRS COMPRESS (ED), (ION), (IBLE) CMPTR COMPUTER CONC CONCRETE CUVM CONCRETE UNIT VENEER MASONRY CMU CONCRETE MASONRY UNIT CONF CONFERENCE CONN CONNECTION CONSTR CONSTRUCTION CM CONSTRUCTION MANAGER CONT CONTINUOUS OR CONTINUE CONTR CONTRACT (OR) CF CONTRACTOR FURNISHED CF/CI CONTRACTOR FURNISHED / CONTRACTOR INSTALLED CF/OI CONTRACTOR FURNISHED / OWNER INSTALLED CLL CONTRACT LIMIT LINE CJ CONTROL JOINT CVTR CONVECTOR CU COPPER CG CORNER GUARD CORR CORRIDOR CRG CORRUGATED CMP CORRUGATED METAL PIPE CNTR COUNTER CFLG COUNTERFLASHING CTSK COUNTERSUNK SCREW CSK COUNTERSINK CRS COURSE (S) COV COVER CRG CROSS GRAIN CU FT CUBIC FOOT CW CURTAINWALL D DMPR DAMPER DMPF DAMPROOFING DL DEAD LOAD DFLCT DEFLECTION DEMO DEMOLISH, DEMOLITION DMT DEMOUNTABLE DEP DEPRESSED D DEPTH DET DETAIL DIAG DIAGONAL DIA DIAMETER DIM DIMENSION DW DISHWASHER DISP DISPENSER DIV DIVISION DR DOOR DR OPNGDOOR OPENING DH DOUBLE HUNG DBL ACT DOUBLE ACTING DTS DOVETAIL ANCHOR SLOT DN DOWN DS DOWNSPOUT DT DRAIN TILE DRB DRAINBOARD DWR DRAWER DWG DRAWING (S) DF DRINKING FOUNTAIN DWTR DUMBWAITER E EA EACH EF EACH FACE E EAST EOD EDGE OF DECK EOS EDGE OF SLAB ED EDUCATION ELEC ELECTRIC (AL) EWC ELECTRIC WATER COOLER EP ELECTRICAL PANEL EL ELEVATION ELEV ELEVATOR EMER EMERGENCY ESB ENCLOSED STEEL BEAM ENCL ENCLOSURE ENTR ENTRANCE EPX EPOXY FLOORING F FWC FABRIC WALL COVERING FAB FABRICATE (ION) FC BRK FACE BRICK F/O FACE OF FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOW FACE OF WALL F/F FACE TO FACE FM FACTORY MUTUAL FCU FAN COIL UNIT FSTN FASTEN FSTNR FASTENER FN FENCE FC FIBER CEMENT FRP FIBER REINFORCED PLASTIC FBD FIBERBOARD FGL FIBERGLASS FRP FIBERGLASS REINFORCED PLASTIC, FIBER REINFORCED POLYESTER FIN FINISH (ED) FF EL FINISHED FLOOR ELEVATION FFL FINISH FLOOR LINE FTR FINNED TUBE RADIATION FA FIRE ALARM, FRESH AIR FAP FIRE ANNUNCIATOR PANEL F BRK FIRE BRICK FE FIRE EXTINGUISHER FE-K FIRE EXTINGUISHER, CLASS K WET CHEMICAL FE&C FIRE EXTINGUISHER AND CABINET FE&RC FIRE EXTINGUISHER AND RATED CABINET FHC FIRE HOSE CABINET FHS FIRE HOSE STATION FPL FIREPLACE FP FIRE PROOF (ING) FPC FIRE PROTECTION SYSTEM CONTRACTOR FR FIRE RATED (ING), FRAME (D), (ING) FRC FIRE RESISTANT COATING FRJS FIRE RESISTIVE JOINT SEALANT FRT FIRE RETARDANT TREATED FRTW FIRE RETARDANT TREATED WOOD FIXT FIXTURE FLMB FLAMMABLE FLASH FLASHING FHMS FLATHEAD MACHINE SCREW FHWS FLATHEAD WOOD SCREW FLEX FLEXIBLE FKFL FLOCKED FLOORING FLR FLOOR (ING) FCO FLOOR CLEANOUT FD FLOOR DRAIN FLOUR FLUORESCENT FSS FOLDING SHOWER SEAT FT FOOT, FEET FTG FOOTING FRG FORGED FDTN FOUNDATION FR FRAME (D), (ING), FIRE RATED (ING) FA FRESH AIR, FIRE ALARM FS FULL SIZE FURN FURNISHED, FURNITURE FURN FURRED (ING) FUT FUTURE G GA GAGE, GAUGE GALV GALVANIZED GI GALVANIZED IRON GIP GALVANIZED IRON PIPE GKT GASKET (ED) GC GENERAL CONTRACT (OR) GL BLK GLASS BLOCK GLF GLASS FIBER H HD HAND DRYER (HAIR DRYER) HC HOLLOW CORE HDBD HARDBOARD H&S HARDENER AND SEALER HDW HARDWARE HDWD HARDWOOD HD JT HEAD JOINT HDR HEADER HGLR HEAT, GLARE, LIGHT REDUCING GLASS HTG HEATING HVAC HEATING/VENTILATION/AIR CONDITIONING HT HEIGHT HEX HEXAGONAL H HIGH HES HIGH EARLY-STRENGTH CEMENT HS HIGH SCHOOL HDC HOLD DOWN CLIPS HLD HOLDERS HC HOLLOW CORE, HANDICAPPED HM HOLLOW METAL HORIZ HORIZONTAL HLB HORIZONTAL LOUVER BLINDS HB HOSE BIBB HR HOUR I IMPG IMPREGNATED INCIN INCINERATOR INCL INCLUDE (D), (ING) ID INSIDE DIAMETER / INSIDE DIMENSION ICS INSULATED COMPOSITE SIDING INSF INSULATED FILL IG INSULATED GLASS INSUL INSULATE (D), (ION) INT INTERIOR INTM INTERMEDIATE ISFP INTUMESCENT SPRAY-ON FIREPROOFING INV INVERT INV EL INVERT ELEVATION IPS IRON PIPE SIZE J JAN JANITOR JAN CLO JANITOR'S CLOSET JNT JOINT JNT BK JOINT BACKER J JOIST K KPL KICKPLATE KIT KITCHEN KO KNOCKOUT L LBL LABEL LAB LABORATORY LAD LADDER LB LAG BOLT LAM LAMINATE (D) TOILET TOILETATORY LH LEFT HAND L LENGTH LT LIGHT LT CTRL LIGHT CONTROL LTG LIGHTING LP LIGHTPROOF LT WT LIGHT WEIGHT LWC LIGHTWEIGHT CONCRETE LMST LIMESTONE LF LINEAR FEET LIN LINOLEUM LIN TILE LINOLEUM TILE LTL LINTEL LL LIVE LOAD LKR LOCKER LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LVR LOUVER LPT LOW POINT M MACH MACHINE MAG MAGNETIC MDH MAGNETIC DOOR HOLDER MH MANHOLE MFR MANUFACTURE (R) MRB MARBLE BASE MRT MARBLE THRESHOLD MRF MARBLE FLOOR MB MARKER BOARD MAS MASONRY MO MASONRY OPENING MATL MATERIAL (S) MAX MAXIMUM MECH MECHANICAL MC MEDICINE CABINET MED MEDIUM MDF MEDIUM DENSITY FIBERBOARD MDO MEDIUM DENSITY OVERLAY MBR MEMBER MEMB MEMBRANE MTL METAL MD METAL DECK MTFR METAL FURRING MTL PNL METAL PANEL MRD METAL ROOF DECK MT METAL THRESHOLD MWS METAL WINDOW SYSTEM m METER (S) MEZZ MEZZANINE MS MIDDLE SCHOOL mm MILLIMETER (S) MLWK MILLWORK MIN MINIMUM MIRR MIRROR MISC MISCELLANEOUS MOD MODULE MRG MOISTURE RESISTANT GYPSUM WALLBOARD MR MOISTURE RETARDANT MLDG MOLDING, MOULDING MOPR MOP HOLDER MTD MOUNTED MTG MOUNTING MVBL MOVABLE MULL MULLION MCWF MULTI COLOR WALL FINISH N NL NAILABLE NAT NATURAL NR NOISE REDUCTION NRC NOISE REDUCTION COEFFICIENT NOM NOMINAL NMT NONMETALLIC N NORTH NE NORTHEAST NW NORTHWEST NA NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE NO NUMBER O OBS OBSCURE OFF OFFICE OC ON CENTER (S) OP OPAQUE OPNG OPENING OPP OPPOSITE OPH OPPOSITE HAND OSB ORIENTED STRAND BOARD OZ OUNCE OD OUTSIDE DIAMETER / OUTSIDE DIMENSIO OA OVERALL OVH OVERHEAD OH DR OVERHEAD DOOR OF/CI OWNER FURNISHED, CONTRACTOR INSTALLED OF/OI OWNER FURNISHED, OWNER INSTALLED P PT PAINT (ED), POINT PMTL PAINTED METAL PT STL PAINTED STEEL PR PAIR PNL PANEL PB PANIC BAR PTD PAPER TOWEL DISPENSER PTDWR (COMBINATION) PAPER TOWEL DISPENSER / WASTE RECEPTACLE PAR PARALLEL PRKG PARKING PBD PARTICLE BOARD PTN PARTITION P&M PATCH AND MATCH PV PAVE(D), (ING) Q QTY QUANTITY QT QUARRY TILE R RAB RABBET(ED) RAD RADIATOR R RADIUS RLG RAILING RWL RAIN WATER LEADER RBT REBATE RECD RECEIVED RECT RECTANGULAR REF REFERENCE RFL REFLECT (ED), (IVE), (OR) RCP REFLECTED CEILING PLAN REFG REFRIGERATOR REG REGISTER RENOV RENOVATION REQD REQUIRED RESIL RESILIENT RB RESILIENT BASE RAF RESILIENT ATHLETIC FLOORING RF RESILIENT FLOORING RET RETURN RA RETURN AIR RVS REVERSE (SIDE) REV REVISION (S), REVISED RH RIGHT HAND ROW RIGHT OF WAY R RISER RVT RIVET RB HK ROBE HOOK RD ROOF DRAIN RTU ROOF TOP UNIT RF ROOFING RM ROOM RO ROUGH OPENING RBR RUBBER RFL RUBBER FLOORING RTF RUBBER TILE FLOOR RBL RUBBLE STONE S SFGL SAFETY GLASS SND SANITARY NAPKIN DISPOSAL SNV SANITARY NAPKIN VENDOR SCHED SCHEDULE STEM SCIENCE, TECHNOLOGY, ENGINEERING, AND MATH STEAM SCIENCE, TECHNOLOGY, ENGINEERING, ARTS, AND MATH SCRN SCREEN SLNT SEALANT S&BR SEALANT AND BACKER ROD SLR SEALER SJT SEISMIC JOINT SJC SEISMIC JOINT COVER SHTHG SHEATHING SHT GL SHEET GLASS SHT LIN SHEET LINOLEUM SV SHEET VINYL SHV SHELF, SHELVING SHO SHORE, (D), (ING) T TB TACKBOARD TKS TACK STRIP TEL TELEPHONE TV TELEVISION TMPD TEMPERED TEMP HDBD TEMPERED HARDBOARD TERM TERMINAL TC TERRA COTTA TER TERRAZZO THK THICKNESS THRES THRESHOLD TRS TILE REDUCER STRIP TPD TOILET PAPER DISPENSER TPTN TOILET PARTITION TOL TOLERANCE T&G TONGUE AND GROOVE TOB TOP OF BEAM TO BRK TOP OF BRICK TO BRKS TOP OF BRICK SHELF TOW TOP OF CONCRETE WALL TOD TOP OF DECK TO FL TOP OF FLOOR TOF TOP OF FOOTING TO FDN TOP OF FOUNDATION TO SLAB TOP OF SLAB TO STL TOP OF STEEL TOW TOP OF WALL TWB TOWEL BAR XFMR TRANSFORMER TGS TRANSLUCENT GLAZING SYSTEM T TREAD TS TUBE STEEL TYP TYPICAL U UC UNDERCUT UNDLMT UNDERLAYMENT UOD UNDERSIDE OF DECK UL UNDERWRITERS LABORATORIES UNFIN UNFINISHED UV UNIT VENTILATOR UNO UNLESS NOTED OTHERWISE UR URINALV VR VAPOR RETARDER VR/AIB VAPOR RETARDER/ AIR INFILTRATION BARRIER VNR VENEER VIF VERIFY IN FIELD VRM VERMICULITE VERT VERTICAL VEST VESTIBULE VAT VINYL ASBESTOS TILE VB VINYL BASE VCT VINYL COMPOSITION TILE VWC VINYL WALL COVERING VIS PNL VISION PANEL VJ V-JOINT W WSCT WAINSCOT WOM WALK OFF MAT WH WALL HUNG WH WALL HYDRANT W/W WALL TO WALL WR WASTE RECEPTACLE, WATER REPELLENT WC WATER CLOSET WP WATERPROOFING, WORKING POINT WR WATER REPELLENT, WASTE RECEPTACLE WS WEATHERSTRIP, (ING) WWF WELDED WIRE FABRIC W WEST, WIDE, WIDTH WHB WHEEL BUMPER W WIDE, WIDTH, WEST WDW WINDOW WS WINDOW SHADE WGLWIRE GLASS WM WIRE MESH W/WITH W/O WITHOUT WD WOOD WB WOOD BASE WP WORKING POINT, WATER PROOFING WI WROUGHT IRON X XFMR TRANSFORMER C CAB CABINET CUH CABINET UNIT HEATER CPT CARPET (ED) CSMT CASEMENT C CONC CAST CONCRETE CIP CAST IN PLACE CI CAST IRON CS CAST STONE CSMU CAST STONE MASONRY UNIT CB CATCH BASIN CLG CEILING CLG HT CEILING HEIGHT CEM CEMENT C TO C CENTER TO CENTER CL CENTER LINE cm CENTIMETER (S) CER CERAMIC CT CERAMIC TILE CH BD CHALKBOARD CHFR CHAMFER CHGTB CHANGING TABLE CH CHEMICAL HARDENER CLD CHILD CIR CIRCLE CRCMF CIRCUMFERENCE CLRM CLASSROOM S (CONT.) SC SHOWER CURTAIN ROD & CURTAIN SGB SHOWER GRAB BAR SIM SIMILAR SIM OH SIMILAR / OPPOSITE HAND SPMR SINGLE PLY MEMBRANE ROOF SKLT SKYLIGHT SLV SLEEVE SD STORM DRAIN, SOAP DISPENSOR SC SOLID CORE SSM SOLID SURFACE MATERIAL STC SOUND TRANSMISSION COEFFICIENT S SOUTH SE SOUTHEAST SW SOUTHWEST SPKR SPEAKER SPCL SPECIAL SPEC SPECIFICATION (S) SFRM SPRAY-APPLIED FIRE-RESISTIVE MATERIAL SPKLR SPRINKLER SQ SQUARE SF SQUARE FEET SS STAINLESS STEEL CT-SS STAINLESS STEEL COUNTER TOP STD STANDARD SSR STANDING SEAM ROOFING SDF STATIC DISSIPATIVE FLOORING SDT STATIC DISSIPATIVE TILE STA STATION STL STEEL STOR STORAGE SD STORM DRAIN, SOAP DISH SCT STRUCTURAL CLAY TILE STRUCT STRUCTURE (AL) SUSP SUSPENDED SYMM SYMMETRY (ICAL) SYNTH SYNTHETIC SYS SYSTEM E (CONT.) CT-ER EPOXY RESIN COUNTERTOP EQ EQUAL EQUIP EQUIPMENT ESCAL ESCALATOR EST ESTIMATE ETC ET CETERA (AND SO FORTH) EXC EXCAVATE EXH EXHAUST EXIST EXISTING EXMP EXPANDED METAL PLATE EXPN EXPANSION EXP BT EXPANSION BOLT EJ EXPANSION JOINT EXP EXPOSED EXT EXTERIOR EFS EXTERIOR FINISH SYSTEM EIFS EXTERIOR INSULATION FINISH SYSTEM EXS EXTRA STRONG G (CONT.) GFRP GLASS FIBER REINFORCED PLASTIC GL GLASS GLAZING GLT GLASS WALL TILE GLZ CMUGLAZED CONCRETE MASONRY UNITS GST GLAZED STRUCTURAL TILE GB GRAB BAR GRADE GRADE, GRADING GRAN GRANITE GCB GROUND FACE CONCRETE BLOCK GT GROUT GUT GUTTER GYM GYMNASIUM GYP GYPSUM GPL GYPSUM LATH GYP PLASGYPSUM PLASTER GPT GYPSUM TILE GYP BD GYPSUM BOARD P (CONT.) PERF PERFORATE (D) PERIM PERIMETER PERM PERMANENT PERP PERPENDICULAR PE PHYSICAL EDUCATION PLAS PLASTER PLAM PLASTIC LAMINATE CT-PL PLASTIC LAMINATE COUNTER TOP PL PLATE PL GL PLATE GLASS PLBG PLUMBING PLYWD PLYWOOD PT POINT, PAINT (ED) PISO POLYISOCYANURATE PVC POLYVINYL CHLORIDE PCF POUNDS PER CUBIC FOOT PLF POUNDS PER LINEAR FOOT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PAF POWDER ACTUATED FASTENER PCC PRECAST CONCRETE PREFAB PREFABRICATED PREFIN PREFINISHED PMF PREFINISHED METAL FASCIA PREFMD PREFORMED PMS PREFORMED METAL SIDING PRE-K PRE-KINDERGARTEN PPT PRESSURE PRESERVATIVE TREATED PSC PRESTRESSED CONCRETE PROJ PROJECT, PROJECTION PL PROPERTY LINE TRUE NORTH PROJECT NORTH N 4'0 8' 16' GRAPHIC SCALESCALE: 1/8"=1'-0" PROJECT NUMBER: B D F H K M P R T V X 13579111315171921232527 COPYRIGHT ©2020 by Dore & Whittier Architects, Inc. (D+W). These documents are D+W's instruments of service and as such, D+W retains all copyrights, common law, and statutory rights. Use of these documents without D+W's express written permission will result in copyright infringement. 2468101214161820222426 135791113151719212325272468101214161820222426 A C E G J L N Q S U W B D F H K M P R T V X A C E G J L N Q S U W MASSACHUSETTS 260 MERRIMAC STREET BUILDING 7, 2ND FLOOR NEWBURYPORT, MA 01950 P: (802) 863-1428 P: (978) 499-2999 VERMONT 212 BATTERY STREET BURLINGTON, VT 05401 SEAL AND SIGNATURE: REVISIONS: ISSUE TITLE AND DATE: KEY PLAN ORIENTATION AND SCALE: SHEET TITLE: SHEET NUMBER:10/14/2022 12:25:10 PMAutodesk Docs://South Burlington Elementary School Study/ARCH - 823 - SB Orchard Elementary School.rvt21-0823 10.14.22 ABBREVIATIONS, GENERAL NOTES AG.1 PROGRESS SET SOUTH BURLINGTON ES MODULARS ORCHARD ELEMENTARY SCHOOL NO. DATE TITLE GYPSUM WALL BOARD SCHEDULE 1.WHERE METAL STUD AND GYPSUM WALL BOARD PARTITIONS ARE INDICATED ON THE DRAWINGS USE THE FOLLOWING TABLE IN CONJUNCTION WITH THE ROOM FINISH SCHEDULE TO DETERMINE THE TYPE OF GYPSUM WALL BOARD REQUIRED GYP BD1 ABUSE RESISTANCE/ ENHANCED CORE USE ON ALL INTERIOR WALLS OR WHERE NOTED (TO 10'-0" A.F.F.) GYP BD2 NON REINFORCED USE ON ALL INTERIOR WALLS FROM 10'-0" A.F.F. TO BOTTOM OF DECK UNLESS NOTED OTHERWISE, AND AT SOFFITS GYP BD3 WATER-RESISTANT USE IN ALL TOILET ROOMS, LOCKER ROOMS, KITCHENS AND OTHER AREAS WHICH ARE SUBJECT TO MODERATE AMOUNTS OF MOISTURE* GYP BD4 FLEXIBLE USE IN AREAS THAT REQUIRE CURVED WALLS OR SOFFITS, ETC. GYP BD5 EXTERIOR GYPSUM SHEATHING USE ON ALL EXTERIOR WALLS WITH METAL STUD BACK-UP GYP BD6 CEILING BOARD HARD CEILINGS (EXCEPT IN AREAS THAT WOULD OTHERWISE REQUIRE GYP BD3 OR GYP BD8 DUE TO MOISTURE*) GYP BD7 EXTERIOR CEILING BOARD EXTERIOR GYPSUM BOARD SOFFITS SHOWER AREAS AND OTHER HIGH MOISTURE AREAS* GYP BD8 CEMENTITIOUS BOARD ALL LOCATIONS BEHIND WALL TILE (WET OR DRY) GYP BD9 CEMENTITIOUS TILE BACKER BOARD *MODERATE AND HIGH MOISTURE AREAS SHALL BE AS DEFINED BY THE GYP BD MANUFACTURER FOR EACH TYPE OF BOARD. COORDINATE WITH MANUFACTURERS RECOMMENDED USES AND/OR MOISTURE LIMITATIONS. HINGE SIDE STRIKE SIDE NOTE: MINIMUM STRIKE SIDE DIMENSIONS TAKE PRECEDENCE AND CANNOT BE REDUCED. HINGE SIDE DIMENSIONS CAN BE REDUCED TO MAINTAIN MINIMUM STRIKE SIDE CLEARANCES. VERIFY THAT WALL FINISHES AND ACCESSORIES ALLOW FOR HINGE SIDE REDUCTION FACE OF STUD FACE OF STUD PUSH SIDE OF DOOR (TYP.) PULL SIDE OF DOOR (TYP.)TO FACE OF WALL 1'-2" (1'-0" MIN. W/FIN) 1'-8" (1-7" MIN. W/FIN) TO CMU 4" TO FACE OF STUD 4" FACE OF CMU PLAN DIM.PLAN DIM. TO FACE OF STUD 00 TYPICAL DIMENSION DETAIL 1" = 1'-0" SCALE TYPE 1 TYPE 2 (SECTION VIEW)(PLAN VIEW) NOTE: PROVIDE TYPE 1 BLOCKING FOR MARKER BOARDS, TACK BOARDS, WALL MOUNTED ACOUSTICAL/REFLECTOR PANELS, ETC NOTE: PROVIDE TYPE 2 BLOCKING FOR TOILET ACCESSORIES, WALL- MOUNTED TV MONITOR BRACKETS, RAILING BRACKETS, DOOR STOPS, WALL SHELVING, CASEWORK, WALL MOUNTED PROJECTORS, ETC. SCHEDULED WALL TYPE SCHEDULED WALL TYPE 6" X 16 GA. SHEET METAL STRAP OVER STUDS 5/8" FRT PLYWOOD WITH FLEXIBLE CONNECTOR PLATES AT METAL STUDS NON RATED 1 HR RATED SEPARATION (UL U419, OR EQUAL) 1 LAYER 1/2" GYPSUM BOARD ON EACH SIDE 3 5/8" METAL STUDS @ 16" O.C. ACOUSTICAL BATT INSULATION MP MP1 MOISTURE-RESISTANT GYP. MP2 BY KBS BY KBS BY KBS TYPICAL PARTITION GENERAL NOTES 1. ALL PARTITIONS SHALL EXTEND TO THE UNDERSIDE OF FLOOR FRAMING/METAL DECK OR BOTTOM OF TRUSS CHORDS ABOVE, UNLESS SPECIFICALLY INDICATED AS OTHERWISE ON DRAWINGS. ATTACHMENT OF NEW TOP OF WALL THROUGH EXISTING GYP. BD. WILL NOT BE ACCEPTABLE. 2. ACOUSTIC INSULATION SHALL BE PROVIDED IN ALL NON-FIRE RATED PARTITIONS AS INDICATED BY PARTITION TYPES. INSULATION SHALL EXTEND MINIMUM 6 INCHES ABOVE THE HIGHEST ADJACENT CEILING. INSULATION IN FIRE RATED PARTITIONS SHALL BE PROVIDED PER THE U.L. ASSEMBLY DETAILS INDICATED. 3. PROVIDE CONTROL JOINTS IN GYPSUM WALL BOARD PARTITIONS AT 30 FEET MAXIMUM SPACING, WHETHER OR NOT THE DRAWINGS DEPICT CONTROL JOINTS. LOCATE JOINTS AT TOP CORNERS OF DOOR AND BORROWED LIGHT FRAMES TO THE GREATEST EXTENT POSSIBLE. 4. WHERE GYP BD CONTROL JOINTS OCCUR AWAY FROM DOOR OR BORROWED LIGHT FRAMES, JOINTS SHALL EXTEND THE FULL HEIGHT OF THE FRAMED WALL, WHETHER OR NOT CONCEALED BY SURFACE INSTALLED EQUIPMENT OR APPLIED TREATMENTS, OR CEILINGS. 5. LINTELS SHALL BE PROVIDED AT OPENINGS IN MASONRY PARTITIONS FOR NEW OPENINGS, DOORS, WINDOWS, LOUVERS, RECESSED EQUIPMENT INCLUDING, BUT NOT LIMITED TO UNIT HEATERS, CONVECTORS, FIRE HOSE CABINETS, TOILET ACCESSORIES, AND DUCTWORK PENETRATIONS THAT ARE OVER 16 INCHES WIDE. PROVIDE STEEL LINTELS FOR OPENINGS UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL DRAWINGS FOR STEEL LINTEL SCHEDULES AND TYPICAL DETAIL REQUIREMENTS. 6. ALL GAPS AT BUILDING JOINTS AND THROUGH-PENETRATIONS OF NON-FIRE RATED WALLS SHALL BE SEALED TO REDUCE NOISE TRANSFER. AT CONTRACTOR’S OPTION, PROVIDE ACOUSTIC FOAM INSULATION PER SECTION 07 21 19, OR PACK CONTINUOUS MINERAL WOOL INSULATION TO FILL GAPS TO FULL THICKNESS OF WALL. A VCT/ LIN/ RRT/ EPF (VCT SHOWN) REDUCING ADAPTER RESILIENT TRANSITION STRIP-BY SC-RESFL CONCRETE B VCT/RRT/OR LINOLEUM RESILIENT TRANSITION STRIP-BY CARPET INSTALLER CARPET C D PCT/CMT/ QT/MAT ALUMINUM TRANSITION STRIP-BY SC-TILE VCT/LIN/EPF/CONC. CONC. F CARPET RESILIENT TRANSITION STRIP- BY CARPET INSTALLER CONC. OR TERRAZZO PCT/CMT/QT/MAT ALUMINUM TRANSITION STRIP-BY SC-TILE PCT/CMT/QT CONC. 09 TYPICAL FLOORING TRANSITION DETAILS 1 1/2" = 1'-0" SCALE 6"8"STAIR 2 BRAILLE STAIR NAME TYPE C EXITEQ3 1/2"EQ5/8"1/4"5/8"1/4"1/4"SIGN TYPES LEGEND 1. ALL SIGN TYPE ELEVATIONS SHOWN AT 6"=1'-0" UNLESS NOTED OTHERWISE. 2. RAISED LETTERING AND BRAILLE TO BE "WHITE". 3.BACKGROUND PLACARD CONTRASTING COLOR TO BE SELECTED FROM FULL RANGE OF AVAILABLE STANDARD COLORS.6" EQ 8"BRAILLE ROOM NAME ROOM NAME TYPE B 8"8"A101 BRAILLE ROOM NUMBER AND NAME ROOM NAME TYPE A STORAGE ROOM NUMBER 1/2"3/4"5/8"3/4"5/8"5/8"1/4"1/2"1/4"1/4"5/8"RESTROOM TYPICAL ROOM SIGN USE AT LATRINES USE AT ALL CORRIDOR SIDE OF ALL STAIR DOORS 8"8"A101 BRAILLE ROOM NUMBER AND NAME TYPE D ELECTRIC 1/2"3/4"5/8"3/4"5/8"3/4"5/8"5/8"1/4"5/8"1/4"USE AT ELECTRIC, EMERGENCY ELECTRIC, AND MECHANICAL ROOMS ROOM NO STORAGE PERMITTED EQ 1 LAYER 7/16" GYPSUM BOARD ON EACH SIDE 3 5/8" METAL STUDS @ 16" O.C. ACOUSTICAL BATT INSULATION 2" , EA SIDE , EA SIDE, BY KBS MATING WALL W/ (1) LAYER 7/16" GYP BD EA SIDE MM BY KBS BY KBS NON RATED EXTERIOR 10" WALL W/ 7/16" ADVANTECH ZIP WALL SHEATHING BY KBS 1/2" GYP BD5 3 5/8" METAL STUDS @ 16" O.C. ACOUSTICAL BATT INSULATION MX BY KBS BY KBS BY KBS FIBER CEMENT SIDING OVER 6" WOOD FRAMING X1.10 CONT. VR/AIB 2 LAYERS 5/8" GYPSUM BOARD 2X6 FRAMING @ 16" O.C 2 LAYERS 5/8" GYPSUM BOARD 2 1/2" EPS INSULATION 1X3 PT STRAPPING AT 16" O.C. 6 1/4" CEMENT FIBER SIDING R-19 FIBERGLASS INSUL B/T STUDS TRUE NORTH PROJECT NORTH N 4'0 8' 16' GRAPHIC SCALESCALE: 1/8"=1'-0" PROJECT NUMBER: B D F H K M P R T V X 13579111315171921232527 COPYRIGHT ©2020 by Dore & Whittier Architects, Inc. (D+W). These documents are D+W's instruments of service and as such, D+W retains all copyrights, common law, and statutory rights. Use of these documents without D+W's express written permission will result in copyright infringement. 2468101214161820222426 135791113151719212325272468101214161820222426 A C E G J L N Q S U W B D F H K M P R T V X A C E G J L N Q S U W MASSACHUSETTS 260 MERRIMAC STREET BUILDING 7, 2ND FLOOR NEWBURYPORT, MA 01950 P: (802) 863-1428 P: (978) 499-2999 VERMONT 212 BATTERY STREET BURLINGTON, VT 05401 SEAL AND SIGNATURE: REVISIONS: ISSUE TITLE AND DATE: KEY PLAN ORIENTATION AND SCALE: SHEET TITLE: SHEET NUMBER:10/14/2022 12:25:11 PMAutodesk Docs://South Burlington Elementary School Study/ARCH - 823 - SB Orchard Elementary School.rvt21-0823 10.14.22 WALL TYPES, TYPICAL DETAILS, PARTITION NOTES AG.2 PROGRESS SET SOUTH BURLINGTON ES MODULARS ORCHARD ELEMENTARY SCHOOL 1" = 1'-0"2 TYPICAL DOOR OFFSETS (U.N.O) 1" = 1'-0"3 TYPICAL DIMENSION DETAIL 1" = 1'-0"5 TYPICAL BLOCKING DETAIL WALL TYPES LEGEND 1 1/2" = 1'-0"6 TYPICAL FLOORING TRANSISTION DETAILS NO. DATE TITLE South Burlington ES Modulars Estimate of Probable Construction Costs 11.16.2022 CENTRAL Item Quantity Unit Unit Cost Unit Total Sub-total PLANTING Betula nigra 'Heritage'; 4.5-5" Cal. 5 EA $1,500.00 $7,500.00 Acer freemanii 'Autumn Blaze'; 2.5-3" Cal. 10 EA $1,340.00 $13,400.00 5 Gal. Shrubs 7 EA $125.00 $875.00 2 Gal. Shrubs 14 EA $71.50 $1,001.00 Planting Subtotal $22,776.00 TOTAL - CENTRAL $22,776.00 ORCHARD Item Quantity Unit Unit Cost Unit Total Sub-total PLANTING Betula nigra 'Heritage'; 4.5-5" Cal. 4 EA $1,500.00 $6,000.00 Acer freemanii 'Autumn Blaze'; 2.5-3" Cal. 8 EA $1,340.00 $10,720.00 Pinus Strobus; 10'-12' 2 EA $450.00 $900.00 3 Gal. Shrubs 38 EA $125.00 $4,750.00 2 Gal Ornamental Grasses; 36 EA $27.50 $990.00 Planting Subtotal $23,360.00 TOTAL - ORCHARD $23,360.00 Wagner Hodgson Landscape Architecture 1 11/14/2022