schematic design presentationmontgomeryisdbond.org/test/assets/sd_misd-new-hs_web.pdf · site plans...

MONTGOMERY INDEPENDENT SCHOOL DISTRICT

October 15, 2015

SCHEMATIC DESIGN PRESENTATIONN E W H I G H S C H O O L # 2

| New High School #2, Montgomery Independent School District 1

TABLE OF CONTENTS

Acknowledgments 2

Narrative 3-7

Process Description 8

Site Analysis 9

Site Plans 10-11

Floor Plans 12-13

Exterior Renderings 14-15

Interior Renderings 16-17

Material Selections 18

NEW HIGH SCHOOL #2MONTGOMERY INDEPENDENT SCHOOL DISTRICT


ACKNOWLEDGMENTS

Project Design Team

Gary Blanton, AIAPrincipal, Huckabee

Doug Bensen, RADirector of Operations, Huckabee

Jason Andrus, RAAssociate Principal, Huckabee

Chris Bent, Int, Asso AIAAssociate Principal, Huckabee

Casey CasstevensDesign Leader, Huckabee

Civil EngineeringBrooks & Sparks, Inc.Houston, TX

MEP EngineeringDBR Engineering Consultants, Inc.Houston, TX

Food ServiceFoodservice Design Professionals Conroe, TX

Structural EngineeringCJG EngineersHouston, TX

Technology/SecurityHuckabeeFort Worth, TX

Roofing Kuhn & Associates, Inc.Houston, TX

Montgomery ISDDr. Beau Rees SuperintendentBobby Morris Assistant SuperintendentKim Howze Executive Director of Special EducationClint Heard Director of AthleticsLena Neugebauer Director of Child Nutrition

Ken Thomet Board PresidentDavid Eargle Board Vice PresidentJim Dossey Board SecretaryKurt Stanberry Board MemberTrey Kirby Board Member Kellie Anderson Board MemberTrish Mayne Board Member

Phil Eaton Montgomery High School PrincipalBrandi Hendrix Associate Principal of Curriculum & Instruction Kathy Miller Assistant PrincipalCurt Campbell CounselorDaniele Jordan CounselorShelley Webb NurseLaura Crow MathTammy Szymczak EnglishSusan Poppell JournalismJolynda McGrath Video/MediaChristina Alworth Foreign Language Chris Stowe Speech & DebateLaureen Thompson Social StudiesChelsea Peverill BusinessTherssa Burtyn Science DepartmentFran Gore College/Career CounselorAngela Alvarez CTE/FCSGailey Bolfing Family Consumer ScienceLeslie Barrett Family Consumer ScienceValerie Krizan Criminal JusticeBarbara Ward CJ/Forensic ScienceSuzanne Lindsey Health ScienceMatthew Boozer BandHeather Orr ChoirTina Hudgens Dance TeamSuzanne Straw CheerleadingSuzanne Ray Theatre ArtsDiAnne Semands Theatre ArtsAmanda Lord Theatre ArtsLesa Bolling Special EducationGreg Jolly Agricultural ScienceAlisa McCorquodale Agricultural ScienceBobby Strader Agricultural ScienceJohn Bolfing AthleticsDan Culbert JROTCJody Davis District Maintenance Lead



NARRATIVECONTINUED


MONTGOMERY HIGH SCHOOL NARRATIVE In May 2015, the citizens of Montgomery, TX passed a bond that includes the community’s second high school. The new Montgomery High school project will be located centrally within the district and slightly southeast of the downtown. During the summer, Huckabee led a visioning process with district leaders, faculty and staff, students, parents, community members, and business leaders. The discussions generated an updated philosophy on teaching and learning for Montgomery ISD. Huckabee then worked with district stakeholders to utilize the visioning information to determine a program of spaces for the new high school required to support and enhance the district goals for education.

The site is 132 acres off of Hwy 2854 with the highway to the east, a creek to the north, a railroad to the west and residential property to the south. It is a greenfield site with heavy scrub brush vegetation, several large trees, and moderate topography. The facility will house grades 9-12 with a district goal of balancing modern amenities and equity with the existing high school campus. The building is designed to be built in two phases – the first phase will house 1500 students and the second phase will increase the population to the maximum of 2600 students. The Athletics and Fine Arts spaces are designed for the full capacity of 2600 students. The Library and Cafeteria spaces will be designed with a base bid size to handle the 1500 students and alternates will be included to build them at full size to handle 2600 students. If the funds are not available to build these spaces at their maximum size, then the design will allow them to be expanded in phase 2. The Administration, Agricultural, CTE, and academic areas are all designed for 1500 students with a master plan to expand to 2600.

Vehicular access to the site is limited to Hwy 2854. The immediate frontage is not part of the project site, but access routes were included in the land purchase providing two entry/exit roads. Immediately behind the frontage property will be a wastewater treatment plant built, owned, and run by MidSouth Energy. The eastern portion of the site will be occupied largely by a detention pond that will manage all of the stormwater for the entire site. The building sits central on the site at the narrowest section between the north and south property lines. The building form responds to this site arrangement and is mostly linear in the east-west direction allowing for drives on the north and south side. The main entry drive and building area is at the center of the building on the north side – this route will also serve as the parent pick up/drop off and the visitor parking. The busses will pick up and drop off from the drive at the south of the building. Student parking, which doubles as event parking, is west of the building and staff parking is to the east and south. The entire southwest quadrant of the site houses the athletics elements, including a combination competition football/track & field complex, competition soccer field, practice fields, baseball/softball complex, tennis courts, halftime house, concessions & restrooms, and other support elements. A greenhouse lies directly south of the agricultural building spaces and a future agricultural center is master planned just south of the greenhouse.

The building layout emerged from the entire process starting with pre-bond discussions with long-

range facility and bond steering committee members, through the visioning process, and including additional meetings with a wide range of groups of district stakeholders. The solution centers the entire building on a “main street” corridor that runs from one end of the building to the other. The academic spaces are grouped together in a flexible arrangement that can support a variety of organizational strategies. Satellite administration areas are strategically located in the academic area for student access and supervision. The academic wing is designed to easily expand for the phase 2 spaces with a two story wing that mimics the phase 1 architecture. The Library, Lecture Hall, CTE, and Special Education spaces also reside in this more private academic side of the building. The CTE spaces in phase 1 are single story and designed to expand vertically. The hinge space of the building houses the large volume Cafeteria w/ open performance platform and Kitchen as well as the main administration which controls and monitors the main entry. Administration has a small infill expansion area planned for phase 2. The more public side of the building includes the Athletics, Fine Arts, and Agricultural spaces. The Athletics portion of this bulding will house 2 practice gyms (seating for 200 each) and a competition gym (seating for 1500). The competition gym will share a large open entry lobby with the fine arts auditorium, which will boast a seating capacity of 750, an orchestra pit, and full UIL regulation stage. In the future, the Phase 2 expansion in this area will bring additional theater classroom space and ROTC addition. Agriculture is planned as well with an infill addition in the storage yard to the south.

The overall design of the facility is a result of site influence, building orientation, massing and a

delicate mix of the right building materials . As mentioned before, the overall building form is directly derived from the site topography and shape. Also, the orientation of the building lends itself to maximum


NARRATIVECONTINUED

north exposure providing day lighting through large northward facing openings and clerestory windows along the main corridors. As for the exterior building aesthetic, the material palette includes limestone, brick, metal panels, and an engineered wood veneer. The academic wings are accented with strong vertical stairwell elements that are the first visual gestures for visitors. The main entry is a compositional balance between materials and volumes. The Lecture Hall element utilized contrasting materials, a play on solid and glass, and is the background for the main entry canopy. The canopy is a strong linear element that reaches out to welcome visitors and guide them to the front door. The use of stone, brick, metal panels, glass, and wood all at this front entry portion of the building brings the palette together and sets the parti for campus. These materials continue around the fine arts and athletics side of the building and are employed to break down the scale of the large building forms. The roof forms generally follow the function underneath for determination of heights and a mix of standing seam metal roof and low slope roof work with those forms and provide an economical balance to the design. The interior finishes will follow the precedent set by the latest projects in the district with the new elementary and middle school currently under construction including a natural color palette with pops of color, terrazzo flooring to the extent that can be afforded, VCT, PLAM wall panels, lay-in and hard ceilings.

The project is being designed to the 2012 International suite of codes (exception: 2009 Energy), 2014 NEC, and 2012 TAS. At this time, the building construction is anticipated to be a slab on grade with shallow piers, steel frames structure, composite system second floor, and CMU exterior wall backup. The mechanical system will be air cooled chillers. LED lighting is currently planned to be utilized both inside and outside. The project buildings will be fully sprinkled per NFPA 13. The project does not have a goal of pursuing certification in a green building design system, but best practices will be followed in the design including energy and water efficiency, durable and low maintenance materials, extensive daylighting, and more.

STRUCTURAL NARRATIVE SUBSTRUCTURE FOUNDATIONS

A. Foundations:

1. Column loads and grade beams supported on drilled and underreamed piers bearing 14 feet below existing grade. Footing dimensions and depths will be confirmed after the geotechnical investigation is conducted.

SLAB ON GRADE

A. Ground Floor Slab:

1. The ground floor slab will be soil supported 5 inch thick concrete reinforced with #3 at 14 inches in each direction.

a. Subgrade: All grade adjustments for slab-on-grade construction will be accomplished

with select cohesive fill having a PI between 10 and 20. Fill shall be compacted to 95% standard proctor. Select fill will be approximately 3’-0” in depth.

b. Vapor retarder: The floor slab shall be placed on a 15 mil water vapor retarder with allowable permeance of less than 0.01 U.S. perms.

c. Grade beams: A 16 x 30 inch grade beam reinforced with 3-#7 bars top and bottom and #3 stirrups at 12 inches on center will support the exterior wall around the building perimeter, depth to vary as required by existing grade conditions.

A. Elevator Pits:

1. Cold-applied self-adhesive composite 60-mil sheet type membrane waterproofing with protection board at vertical walls of elevator pits. PVC or rubber waterstops at keyed concrete joints.

A. Concrete Mix and Strength Requirements:

1. All concrete for the structure will utilize normal weight coarse aggregates. Fly ash may

be used as a pozzalon to reduce cement quantities at a ratio not exceeding 10 percent. The following concrete strengths are anticipated for the project:

Structural Member Strengths Footings, plinths 3000 PSI Grade beams, Slab-on-grade 3000 PSI Floor System 4000 PSI

A. Concrete reinforcement conforming to ASTM 615, Grade 60. SHELL SUPERSTRUCTURE FLOOR CONSTRUCTION A. Floor Structural Frame and Decks:

1. Composite System Floor Construction over Existing Structure: Structural steel framing meeting

the requirements of ASTM A992. Typical floor will utilize a composite system with high strength steel beams 18 – 21 inches deep spaced on 7’-0” centers. A total floor slab thickness of 5-1/2 inches will consist 3-1/2 inches of normal weight concrete over a 2 inch deep, 20 ga. Galvanized composite metal deck reinforced with 6x6 – W2.9xW2.9 WWF. Concrete strength will be 4,000-psi at 28 days. This floor system provides a 1-hour fire rating.

ROOF CONSTRUCTION

1. The roof framing will feature a 15 /16 inch deep, galvanized, vented, 24 gage steel roof deck spanning to prime coated open web steel roof joists supported by steel wide flange roof beams and girder trusses and 8 and 10 inch square tubular steel columns.

LATERAL BRACING SYSTEM

A. Main Wind Force Resisting System

1. The main wind force resisting system (MWFRS) will consist of moment frames and brace frames around the perimeter of the building consisting of ‘K’ and ‘X’ bracing composed of channel, angle, tube or wide flange sections.

DESIGN CRITERIA Building Code: International Building Code, 2012 Edition Live Load: Roof: ------------------- 20 PSF Floors: Classrooms ----------- 40 PSF + 15 PSF Partition Corridors ------------- 100 PSF (80 PSF Above the First Level) Storage --------------- 125 PSF (Light) Stage ------------------ 125 PSF


NARRATIVECONTINUED

Office ------------------- 50 PSF + 15 PSF Partition Mechanical ----------- 150 PSF Balconies ----- ------- 100 PSF Stairs and Exits -------- 100 PSF + 300# Concentrated Load at Mid Span Wind Load: Velocity Vult---------- 150 MPH Three Second Gust Exposure ------------- B Risk Category --------- III

MEP NARRATIVE DIVISION 21 | FIRE PROTECTION Applicable Codes and Design Standards:

• 2012 International Building Code • International Fire Code 2002 • NFPA 13

Sprinkler System

• All areas of the building shall be provided with fully automatic fire sprinklers in accordance with the codes listed above.

• Fire sprinkler piping will use a combination of schedule 40 pipe and schedule 10 pipe with appropriate fittings and pressure control devices.

• If needed, system shall be served by a 200 HP automatic fire pump and jockey pump, complete with automatic transfer switch. Pumps shall be located on the first floor in a designated pump room.

• Chrome free standing fire department connections shall be provided in an accessible location on site adjacent to fire lane. Line from connection to building will be dry.

• Pressure regulating valves shall be provided where system pressure exceeds 150 psig. Pressure restricting devices shall be included for all hose outlets where pressure exceeds 100 psig.

• Fire sprinkler piping will be supported with hangers and supports attached to structure. DIVISION 22 | PLUMBING Applicable Codes and Design Standards:

• 2012 International Building Code • 2012 International Plumbing Code • Fixtures utilized shall be in compliance with Texas Water Conservation requirements.

Sanitary Waste and Vent

• Waste and vent piping below grade shall be service weight cast iron bell and spigot pipe joined with neoprene gaskets and drainage pattern fittings for kitchen.

• Waste and vent piping above slab shall be service weight cast iron (bell and spigot or no-hub).

• Waste and vent piping below grade shall be schedule 40 PVC pipe for building services. • Gang restrooms and mechanical rooms shall have 4” floor drains.

Storm Drainage Piping

• Roof Drainage shall be combination of internal roof drains with overflow drains and gutters and downspouts where designated by the architect

• Storm drainage piping below grade shall be schedule 40 PVC pipe. • Storm drainage above slab shall be service weight cast iron with no-hub joints and drainage

pattern fittings. Potable Water Distribution

• A 4” domestic water main is required for this project. • Potable water below grade and outside the building shall be schedule C-900 pvc pipe.

• Potable water below grade within the building shall be type K copper, with no joints allowed below building.

• Potable water above slab shall be type L copper, with no-lead solder joints • Domestic hot water supply and return piping shall be insulated. • Domestic cold water piping shall be insulated in exterior walls and within 8ft of exterior walls. • Provide hot water at lab student and teachers station.

Natural Gas Distribution

• Natural gas shall be provided with meter assembly in the service yard area. • Natural gas piping below grade and outside the building shall be yellow polyethylene with socket

heat fusion weld fittings. • Natural gas piping above ground shall be seamless schedule 40 black steel. • Provide gas at lab locations for student stations, teacher’s stations and science fume hoods.

Plumbing Fixtures

• Fixtures shall be of type and mounting height to comply with Texas Government Code, Chapter 469 with effective date of March 2012.

• Water closets and urinals shall be of the manual flush valve type, wall hung on cast iron carriers. • Lavatories shall be of the wall hung type on concealed arm carriers with manual hot and cold

levers. • Drinking fountains shall have integral chilling units. • Provide emergency power off utility control system for all utilities in science/lab rooms. This EPO

shall disconnect hot/cold water, gas and electrical utilities. • Provide emergency eye wash stations and showers in science/lab areas. • Provide (1) hose bibs in each gang restroom below the lavatory counters. • Provide roof hydrants fitted with 1 inch water line on each roof level.

Domestic Water Heating

• Heating shall be provided via natural gas fired - storage type water heaters, with recirculating induced via pump(s) for locker room areas, kitchen and areas with high hot water demand.

• Satellite electric hot water heaters shall be utilized for gang restrooms, facility restrooms, office areas, classrooms, janitors closets…etc. Instantaneous hot water heaters shall not be used.

• Hot water shall be stored at 120F temperature and be distributed as required. The kitchen water shall be at 140F.

DIVISION 23 | MECHANICAL Applicable Codes and Design Standards:

• 2012 International Building Code • 2012 International Mechanical Code • 2009 International Energy Conservation Codes

Building HVAC Design Criteria:

Outdoor Conditions • Summer 97/77 °F DB/WB • Winter 20 °F DB • Ambient conditions for air cooled equipment 105 °F DB

Indoor Conditions • Summer 74 °F DB • Winter 72 °F DB • Relative Humidity 50-55% maximum

Noise Criteria • Indoor noise criteria 25-40 NC Other considerations


NARRATIVECONTINUED

• HVAC design shall emphasize energy efficiency, proper ventilation (per ASHRAE), thermal comfort, and controllability.

HVAC System design description:

Central Plant: • Chilled water shall be produced by five air cooled screw chillers with capacity for future

design phases. The chillers will all be approximately 350 tons. The plant will be designed to utilize variable-flow primary pumping for system flexibility, and the chillers shall be selected to meet an optimized efficiency for the system.

• For heating, the design will utilize a natural gas condensing boiler system to produce hot water. The central plant shall include 4 condensing boilers each at approximately (4,000) Mbh output. The water distribution shall be via variable flow pumping.

Air Distribution systems: • Air distribution throughout the school shall be provided by dual duct air handling units with

dual duct mixing boxes. • Dedicated dual duct air handler units shall be provided for the classroom areas, the locker

rooms, the administration area, music and the learning commons. • Dedicated Single Zone VAV AHUs shall be provided for each gymnasium, the auditorium, the

stage, the kitchen, and the shops. • Air distribution of the administration area shall be provided by variable air volume air handling

units with Fan powered terminal units. The outside air shall be pre-treated with additional coils built into the air handling unit. This space shall have hot and cold water coils for normal hour use and a DX coil and pre-treatment electric coil shall be utilized for after hour use. Fan powered terminal boxes shall be utilized throughout the administration space with electric duct heaters for humidity control. The heating and air conditioning system of this space shall be on emergency generator.

• After-hours control and scheduling shall be available for the administration area, the gymnasiums, and auditorium.

• The dual duct air distribution mixing boxes shall be utilized with a box dedicated for each classroom, conference room, and other similar spaces, designed to maximize the thermal comfort of the occupants.

• Supply, return, and exhaust ductwork shall be fabricated of galvanized steel in compliance with SMACNA standards. Supply and return ductwork shall be internally lined within 15 feet of air handling unit. Return air boots shall be lined. All other supply and return ductwork shall be externally insulated. Air devices shall be aluminum.

• All restroom exhaust shall be through the use of roof mounted exhaust fans. All science labs shall be provided with general exhaust in the amount of 6 air changes per hour. All science labs that are provided with a fume hood shall be provided with general and emergency purge exhaust in the amount of 6 air changes per hour general exhaust and 12 air changes per hour emergency purge exhaust. All fume hoods shall be provided with welded stainless steel exhaust duct routed from the fume hood to a roof mounted exhaust fan designed specifically for fume hood exhaust. The chemical storage cabinet shall be provided with a PVDF vent routed up through the roof.

• Kitchen hoods shall be provided with supply and exhaust fans as required by the food service consultant. The ductwork shall be fire-wrapped and sloped to meet the code requirements of grease duct.

• Additional exhaust shall be provided for the shops and at any atrium spaces for smoke evacuation.

• CO2 sensor shall be installed at the return air duct for all single zone units. The CO2 sensors shall be interlocked with the outside air dampers for outside air control.

Water Distribution systems: • All HVAC water distribution piping shall be black steel, with screw joints on 2" and smaller

piping, welded or flanged mechanical joints on 2-1/2" and larger piping. • HVAC water distribution shall include circulating pumps, vibration isolation devices, flow

control and isolation valves. • HVAC water distribution shall include sensors and gauges to allow immediate on site

observation of temperatures and pressures as well as automatic control input of same.

Controls and Implementation: • All Energy Management, Temperature and HVAC system controls shall utilize BACnet

protocol Direct Digital Controls with web-based user interface. DIVISION 26 | ELECTRICAL Applicable Codes and Design Standards:

• 2012 International Building Code • 2014 NFPA 70 – National Electrical Code • 2009 International Energy Conservation Codes • NFPA 101 • NFPA 72 • 2002 International Fire Code

Power Service and distribution

• Electrical service will be provided through two pad mounted transformers provided by Mid-South Synergy and located as shown on the drawings. Service voltage will be 480/277 volt three phase power.

• Service size is an estimated 8000A. Service shall be distributed throughout the school from (2) 4000 Amp Main Switchboards located in the main electrical room at the central plant.

• Panelboards and harmonic filtering transformers shall be located in dedicated electrical rooms throughout the school.

• Branch circuiting - All branch circuits shall be installed in conduit, 3/4" minimum. • Raceways shall be Schedule 40 PVC for underground feeders. Provide electrical metallic tubing

and rigid metallic tubing (where exposed to potential damage) for all above ground, indoor applications. MC cable and AC cable are not permitted. Flexible metallic conduit shall be permitted only for connections to vibrating equipment such as motors. Intermediate Metallic Conduit (IMC) is not permitted. BX cable may be used for fixture whips to individual light fixtures. Schedule 40 PVC shall be used for underground conduit serving Parking lot lighting.

• Convenience outlets shall be 20 amps, specification grade as located on plans. • Typical classrooms shall have 3 circuits for convenience receptacles, teacher’s station, computer

stations and (1) dedicated circuit for smartboard/ceiling mounted projector power. Other spaces shall be designed as appropriate.

• Science rooms shall have (12) 20 amp circuits for convenience use and science experiment equipment. Science rooms shall have emergency power off buttons to disconnect utilities (water/gas/electric) in the event the EPO button is pushed during an emergency. Quad receptacles shall be provided at each science worktable and above counter throughout the room. Separate EPO button shall be provided for mechanical purge during the event of an emergency.

• Emergency Power – 750KW Diesel generator for emergency power of Life Safety Systems and Standby Systems (Lighting, Elevators, Fire Alarm, Security, Kitchen Freezer/Refrigerator, MDF/IDF equipment, MDF/IDF air conditioning, DDC panels, Nurse’s Clinic, Administration area after hour heating/cooling equipment, principals office and secretary’s office)

• Maximum receptacles per circuit shall be 7 duplex receptacles.

Lighting • Lighting shall utilize LED fixtures throughout the school and for exterior lighting. • Lighting control system shall utilize Wattstopper DLM Room controllers with digital occupancy

sensors throughout the facility. The following type spaces shall have a network bridge for interconnection to BAS: corridors, exterior canopy lighting, exterior pedestrian poles, exterior wall packs, gym, dining area, library and auditorium.

• Wattstopper DLM lighting controls shall incorporate emergency lighting transfer devices for emergency lighting.

• Exterior site pole parking lot lighting shall be controlled by Wattstopper wireless network manager.


NARRATIVE

• Classrooms and labs shall be controlled by DLM room controllers with a low voltage diming switch at the entry door. Each Learning Center and lab shall have the entire room on one dimmable lighting control switch. Where applicable, daylight photosensor dimming control will be provided for the window walls.

• Classrooms and lab spaces shall have occupancy sensor control programmed for 50% auto lighting on and 100% manual lighting override.

• Manual on vacancy sensor programming shall be used for any enclosed office, conference room, or meeting rooms.

• Photosensors shall be used for all areas requiring daylighting control per code. Commons area shall be programmed for On/Off photosensor control of day-lit zone lighting and classrooms shall be programmed for dimming photosensor control of day-lit zone lighting.

Fire alarm/detection

• Shall be designed in full compliance with NFPA. To include as a stand-alone system, not dependent on the public address system for reporting or notification functions. Fire alarm system shall be a voice evacuation system.

• System shall include smoke detectors, pull stations, A/V devices, speakers, heat detectors, and other devices as required by code.

• Each initiation device shall have its own address to identify the exact location of the fire alarm • System shall include annunciation, sprinkler system supervision, and operation of life safety

systems, and intelligent microprocessor control with field programmable software. Specialty Systems

• A diesel generator shall be provided for emergency backup of the items described above.


PROCESS



SITE ANALYSIS

N

BNSF RAILROAD

FUTURE ROAD

FUTURE ROAD

Ridge

Ridge

Ridg

e

N

F. M. 2854


OVERALL SITE PLAN

N


ENLARGED SITE PLAN

NBUS/SERVICE ROUTE

ParkingParking

Parking

PARENT/STUDENT ROUTE

THIS PAGE HAS BEEN REMOVED FOR SECURITY PURPOSES


FLOOR PLAN - FIRST FLOOR

THIS PAGE HAS BEEN REMOVED FOR SECURITY PURPOSES


FLOOR PLAN - SECOND FLOOR


EXTERIOR RENDERING - FRONT ENTRY


EXTERIOR RENDERING - BACK ENTRY


INTERIOR RENDERING - PERFORMANCE ENTRY


INTERIOR RENDERING - DINING


MATERIAL SELECTIONS

Terrazzo

Vinyl Tile (Corridors and Classrooms)

Plastic Laminate Wall Panelling (corridor walls)

Carpet Tiles (classrooms, offices, and library)

Paint

Natural Stone (exterior, interior entries and dining)

Brick (Exterior & Interior Athletic)

Standing Seam Metal Panel (exterior, interior entries and dining)

Porcelain Tile for the restrooms

Wood Composite Siding (exterior, interior entries and dining)

Wood Athletic Flooring (At the gyms)

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