M+B Race to Zero Competition Final Report

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Louisiana State University College of Art and Design School of Architecture Team M + B 2018 Race to Zero Project Report Elementary School (ES) Contest

TABLE OF CONTENTS I. Project Introduction i. Project Summary Page 1 ii. Team Profile 2 iii. Academic Institution Profile 3 iv. Industry Partnerships 4 II. Design Constraints i. Neighborhood Setting 5 ii. Lot Summary 6 iii. Intended Occupants 7 iv. Program Summary 7 III. Design Goals i. Design Concept 8 ii. Site-Scale 9 iii. Building-Scale 10 IV. Design Narratives i. Architectural Design 11 ii. Interior Design, Lighting, Plug Loads, and Appliances 14 iii. Energy Analysis 19 iv. Constructability 22 v. Financial Analysis 25 vi. Envelope Performance and Durability 26 vii. Indoor Air Quality and Ventilation 28 viii. Mechanical, Electrical, and Plumbing Systems Design 29 ix. Innovation 31 V. Works Cited/Acknowledgments 36 VI. Appendices i. Process 39 ii. Financial Analysis 49 iii. Energy Analysis 52 iv. Construction Documents 60 Concept model illustrating the phases of water (solid/ice, liquid/water, gas/vapor) ii

FIG. 78 - VRF Specification (LG)

FIG. 79 - Indoor Packaged Heat Pump Specification (Carrier)

FIG. 87 - Educational Resilience Strategies

FIG. 44 - Typical Northern Classroom Section Lighting Strategies

FIG. 83 - Local Fire Sprinkler Contractor (S&S)

FIG. 47 - Linear LED Pendant Light Specification (Peerless)

FIG. 91 - Living Wall Detail FIG. 92 - Microbial Fuel Cells used in Green Wall Construction (ArchDaily) FIG. 93 - Louisiana Storm Water Management Plant Specifications (Abbey Associates)

FIG. 41 - Furniture for Classrooms and Collaboration Spaces (SmithSystem)

FIG. 88 - Systems/Energy Resilience Strategies

FIG. 59 - Photovoltaic Panel Specification (LG)

FIG. 52 - Selected EnergyStar Kitchen Appliance Specifications

FIG. 50 - Reflected Ceiling Lighting Plan

FIG. 89 - Water Management Section Diagram

FIG. 53 - Approximated Plug Loads for Appliances per space type (NREL)

FIG. 94 - Perspective of Landscape Strategy (dry)

FIG. 95 - Perspective of Landscape Strategy (wet) FIG. 96 - Team M+B iii

FIG. 76 - Ventilating Dehumidifier Specification (Ultra-Aire) FIG. 77 - Restroom Exhaust Fan Specification (Air King)

FIG. 90 - Roof Watershed Diagram

FIG. 45 - Typical Southern Classroom Section Lighting Strategies FIG. 46 - Daylighting Analysis from Revit Model

FIG. 56 - Energy Analysis End Use Consumption Distribution

FIG. 33 - Perspective View of the Cafeteria for communityuse FIG. 34 - Enlarged Classroom Cluster Plan FIG. 35 - Bi-fold Glass Partitions (NanaWall) FIG. 36 - Cork Wall Coverings (ArchDaily)

FIG. 51 - Enlarged Kitchen Equipment Plan

FIG. 73 - Double-Insulated, Low-E Exterior Glazing

FIG. 48 - Other Interior Light Specifications (Proteon, Lithonia) FIG. 49 - Exterior Light Specifications (Lithonia)

FIG. 58 - Photovoltaic Panel Attachment Structure Example (Unistrut)

FIG. 84 - Plumbing Plan and Fire Sprinkler Layout

FIG. 61 - Energy Output from PV Panels (PV Watts Calculator)

FIG. 8 - Tipton Associates Logo FIG. 9 - Holly and Smith Architects Logo FIG. 10 - Baker, LA Site Selection Diagram

FIG. 30 - Architectural First Floor Plan FIG. 31 - Perspective View from the Media Center to Courtyard FIG. 32 - Perspective View of the Public Porch

FIG. 70 - Exterior Wall Type 2 FIG. 71 - Exterior Wall Type 3 FIG. 72 - Exterior Wall Type 4

Percentages

FIG. 74 - Exterior Wall Type Diagram

FIG. 19 - Schematic Site Plan FIG. 20 - Schematic North/South Site Section FIG. 21 - Schematic East/West Site Section FIG. 22 - Schematic First Floor Plan FIG. 23 - Schematic Typical Building Section FIG. 24 - Typical Baker, LA School Buildings

FIG. 80 - Mechanical Plan and Equipment Schedule FIG. 81 - Battery Backup and Energy Display for PV Array (Tesla) FIG. 82 - EPA Water Sense Criteria (EPA)

FIG. 85 - Flood Resilience Strategies

FIG. 86 - Community Resilience Strategies

FIG. 37 - Classrooms Closed Configuration FIG. 38 - Classrooms Partially Closed, Partially Open Configuration FIG. 39 - Classrooms Open Configuration FIG. 40 - Carpet and LVT Samples (Interface)

FIG. 42 - Perspective View from Classroom to Collaborative Space

LIST OF FIGURES

FIG. 25 - Surrounding Architectural Context FIG. 26 - Car Drop-off Perspective FIG. 27 - Bus Drop-off Perspective FIG. 28 - Architectural Material Palette FIG. 29 - Elevation Details

FIG. 55 - Energy Analysis HVAC Load Profiles

FIG. 75 - Typical Mechanical Room Section

FIG. 1 - Baker Park Elementary School Rendered Axon FIG. 2 - LSU School of Architecture

FIG. 60 - Wall Section Showing PV Panel Attachment

FIG. 69 - Exterior Wall Type 1

FIG. 57 - Energy Analysis Space Types

FIG. 43 - Storefront Glazing Specifications (Kawneer)

FIG. 54 - Energy Analysis Building Summary

FIG. 11 - Site Map FIG. 12 - View of Existing Site from Baker Boulevard FIG. 13 - Private Program Precedent (Hawkins\Brown)

FIG. 62 - Construction Assembly Axon FIG. 63 - Floor and Roof Framing Plans FIG. 64 - Roof Section Detail FIG. 65 - Foundation to Floor Section Detail FIG. 66 - Financial Analysis Summary

FIG. 14 - Semi-Private Program Precedent (Tezuka) FIG. 15 - Public Program Precedent (Koning Eizenberg)

FIG. 16 - Schematic Classroom Concept Rendering FIG. 17 - Schematic Collaboration Courtyard Concept Rendering FIG. 18 - Process Models

FIG. 67 - Green Roof Section Detail FIG. 68 - Clerestory Roof Section Detail

FIG. 3 - LSU Coastal Sustainability Studio Logo FIG. 4 - LSU AgCenter Logo FIG. 5 - LaHouse Logo FIG. 6 - Coleman Partners Architects Logo FIG. 7 - Remson Haley Herpin Architects Logo

• WallSpecificationsAssembly=2”Extruded Polystyrene, 5.5” Cellulose Batt Insulation (R = 30-35)

• HVAC Specifications = Ductless Mini-Split Systems (VRF) with centralized Dehumidification/Ventilation (SEER: 20)

• Location: Baker, LA Climate Zone: 2A

• Building Size: 47,186 S.F. Lot Size: 6.8 acres

In order to balance the energy loads on the site, this project employs a number of conservation and generation strategies to achieve net-zero efficiency. The building utilizes northern exposure to daylighting, climate-sensitive landscaping, and proper climate insulation to minimize thermal gain. Water cisterns, living walls, and green roofs maintain a consistent natural temperature, while efficient appliances and multi-functional programs cut down on overall energy needs. To reach net-zero, the generation strategies include placing photovoltaics on the southern facing roofs and using microbial fuel cells collecting energy from green walls on the site to achieve a higher level of energy sustainable design.

• Elementary School Energy Usage Index: 19.75 EUI

• Floor Assembly = 4” Closed-cell Spray Foam Insulation (R = 25)

PROJECT SUMMARY PAGE 1

Project Data

• Roof Assembly = 2” Extruded Polystyrene, 9.5”Cellulose Batt Insulation, Green Roof where applicable (R = 48-55)

• Window Performance = Double Glazed Low E (SHGC = 0.26, U = 0.24)

Project Summary In August of 2016, flood waters as high as 24” caused by heavy rainfall intruded the small town of Baker, LA over the course of two days. The high school suffered the greatest damage of the educational facilities, forcing hundreds of students from multiple schools to shift to other locations. In response, the target market of this project points directly to the Baker school system, providing a new elementary school for the students that have been displaced and crowded into other buildings. A new educational facility that reaches net-zero energy performance alleviates the current population pressures and models resiliency for a struggling community. Drawing conceptual inspiration from the solid, liquid, and gaseous states of water, the building responds to existing flooding habits while securing a sustainable environment for learning. Strategy

Design

• Energy Generation Systems = Photovoltaic Panels, Microbial Fuel Cells (Green Walls) EnergyStar Appliances (Typ.) FIG. 1 - Baker Park Elementary School Rendered Axon

Technical

Louisiana State University Baker Park Elementary School

• 1 Story 350 occupants [300 students, 40 staff, 10 visitors]

Zachary McLain Over the course of his education, Zach has accumulated vastly diverse work experiences. Beginning with the LSU Coastal Sustainability Studio in Baton Rouge, LA, he focused on how architecture can develop within flood zones through interdisciplinary research. He also gained experience with Corgan Associates in Dallas, TX as a designer for the Toyota Headquarters Campus. In the summer of 2015, Zach worked for Holly & Smith Architects in New Orleans, LA as their Sustainability Intern, facilitating information regarding the Living Building Challenge for all office projects and equipping staff with tools for sustainable design which define their current practice. His most current experience with Remson Haley Herpin Architects in Baton Rouge, LA specializes in rendering visualization and completing construction documents for educational facilities.

The design team is comprised of three fifth year undergraduate students all enrolled in the School of Architecture program at Louisiana State University. Team members include Christopher James as team leader, Michelle Jones, and Zachary McLain. All having work experience in Louisiana, the team’s common mission is to promote community resiliency in Louisiana through responsible urban planning and sustainable building practices. This project is an example of their ability to bring quantitative systems and qualitative design together to reconcile architecture with its surrounding environment.

Christopher James

At the confluence of sustainability and community-design, Christopher’s work and research seek to connect buildings to their environment and people to each other. During his five years at the LSU School of Architecture, Christopher explored these interests in varying contexts, from coastal Louisiana to ancient Rome. As a research assistant in LSU’s Coastal Sustainability Studio, Christopher participated in numerous grant-funded projects, including a published urban resilience plan for the city of New Orleans; a flood relocation initiative by the Louisiana Office of Community Development; and his honors thesis which received first place in the 2016 Louisiana State of the Coast Conference. Additionally, Christopher has interned at two architecture firms in Baton Rouge, specializing in construction document production, construction administration, and project management.

Michelle Jones As a Louisiana native, Michelle has pursued human-focused architectural solutions in response to social need and user comfort in poor climatic conditions. She was drawn to developing architectural solutions for flooded communities while working on the economic evaluation of Louisiana’s land loss. Most recently, as an architectural intern, Michelle worked on the design team for a local elementary school from schematics through construction documents, gaining a technical understanding of school construction. Simultaneously, her direct interaction with the underprivileged neighborhoods of Baton Rouge led her to research the impact of community-integrated educational environments. Michelle aims to advance local solutions that address site-specific environments and communities to slowly overcome overarching social and climate issues.

TEAM PROFILE 2

The Louisiana State University Agricultural Center (known as the LSU AgCenter), provides the people of Louisiana with research-based educational information that will improve their lives and economic well-being. The LSU AgCenter specifically offered assistance in mapping flood zones within the city of Baker and compiling relevant codes and regulations for the project.

FIG. 3 - LSU Coastal Sustainability Studio Logo

The LSU School of Architecture, a member of the Association of Collegiate Schools of Architecture, is accredited by the National Architectural Accrediting Board. Ranked within the top ten architecture schools in the South by Design Intelligence, the school offers a five-year undergraduate program leading to a Bachelor of Architecture (BArch) and a three-year graduate program leading to a Master of Architecture (MArch). The architecture programs at LSU synthesize subjects such as humanities, mathematics, science, building technology, digital technology, and communication. All aspects of our curriculum are centered on the collaborative act of making, from theoretical research and analytical thinking to technological studies and innovative design studios. As a school, we are engaged in research and design projects with specializations that link us to a variety of national, international, historical and contemporary concerns. We maintain a commitment to community outreach projects that connect us to the issues of our city and state. LSU School of Architecture’s diverse community of students, faculty, and staff are committed to a rigorous architectural education. Our curricular framework supports the development of the critical and creative intelligence necessary to contribute to the future of an evolving discipline.

FIG. 4 - LSU AgCenter

INDUSTRY PARTNERS

Through partnership with the CSS, our design team was able to dialogue with the city of Baker, Louisiana after devastating floods in 2016. One of the largest needs in the rebuilding effort was addressing the flood damages to the local schools, so this project responds to that need. The CSS specifically offered numerous resources and expertise on sustainable design, resilience, and flood mitigation.

At LSU’s Coastal Sustainability Studio (CSS), scientists, engineers, and designers come together to intensively study and respond to issues of settlement, coastal restoration, flood protection, and the economy. The CSS works to envision and design sustainable systems that reduce vulnerability to increased storm strength, coastal hazards, habitat degradation, and global environmental change.

ACADEMIC INSTITUTION PROFILE

Our vision is based on our grounding in Louisiana’s lower Mississippi River Delta and on our aspirations to impact the world beyond. The Gulf South region, with its vibrant cultural history, industrial economy, and remarkable range of urban and rural contexts, provides the foundation from which our students develop the understanding, skills, creativity, and critical abilities that allow them to engage in contemporary practice. Our strong disciplinary position within the state’s major research university allows our students and faculty to participate confidently in the cross-disciplinary dialogues and investigations that will shape the future.

FIG. 2 - LSU School of Architecture

Logo 3

Tipton Associates is a Baton Rouge based architecture, planning, and interiors firm with an emphasis on foodservice and educational projects. Tipton assisted in the specifications of kitchen equipment and the initial programming of the school’s design. The firm also served as another precedent Holly and Smith Architects is a New Orleans based architecture firm that has designed numerous energy efficient and net-zero schools in Louisiana. The firm offered energy resources and precedents to support this project.

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Remson Haley Herpin Architects is an architectural design firm in Baton Rouge, Louisiana. Through Revit software, RHH offered assistance in the production of this project’s construction documents. The firm also reviewed this project’s financial analysis, constructability, and code compliance.

FIG. 6 - Coleman Partners Logo

FIG. 8 - Tipton Associates Logo FIG. 9 - Holly and Smith Architects Logo

Coleman Partners has designed numerous schools in East Baton Rouge parish, so their investment in this project was much appreciated. The firm offered insight into their design process for schools with similar programs, helped to navigate the relevant regulations and codes governing school construction in the area, and periodically reviewed the project as the design progressed.

FIG. 5 - LaHouse Logo

The LSU AgCenter’s Louisiana Home and Landscape Resource Center, also known as LaHouse, provides a model for how to build sustainable housing in the Deep South. It’s a family-friendly, energy-efficient house designed to stand up to hurricane-force winds, swarming insects and harmful humidity. LaHouse showcases innovations in home construction for Louisiana’s sub-tropical climate. Ongoing activities include tours and seminars for builders and consumers on topics ranging from construction of stormsafe housing to environmentally friendly home landscaping. More specifically, Dr. Claudette Reichel with LaHouse offered her building science expertise throughout the development of the project. For instance, all of the wall, floor, and roof assemblies were developed under her supervision to achieve the highest energy-efficiency and most durability in Louisiana’s hot and humid climate. LaHouse also offered guidelines for selecting the most sustainable appliances, mechanical systems, and building materials for the project.

Coleman Partners Architects LLC is an architecture, master planning, and interior design firm located in Baton Rouge, Louisiana with branches in New Orleans, Louisiana and Houston, Texas. The firm provides designs for all building types but places special emphasis on hospitality, office, religious, and educational design.

FIG. 7 - Remson Haley Herpin Architects Logo

)

3 The Advocate, “Six of Baker High’s 10 Buildings to be Razed as Plans Proceed on Flood-Damaged Schools” a8d9-6bfe2796c45a.htmlbaton_rouge/news/communities/baker/article_9d8e158e-c27a-11e7-(http://www.theadvocate.com/

FIG. 10 - Baker, Louisiana site selection diagram

The town of Baker, Louisiana exists as a rural community located north of the city of Baton Rouge with a population of 13,628 people and a land area of 8.3 square miles. The town is predominately African American, with a large proportion of the population under the age of 18. The population density is approximately 1,674 people per square mile, with a household median income of $40,922, which falls well below the national average. Additionally, with a poverty rate of 22.7%, the current unemployment rate is approximately 6.0%.1 These statistics along with a steady emigration out of the town have resulted in a degrading community with an abundance of blighted properties. In August of 2016, major flooding in East Baton Rouge Parish caused severe damage to the towns’ infrastructure and residences. According to the Baton Rouge Area Chamber, over 82,573 residents of the parish experienced flooding, resulting in a total value of impacted property of $5.7 billion.2 The floods in Baker had a profound impact on its schools, especially Baker High School, which remains closed until further notice.3 As a result, students from Baker High are being temporarily housed at Baker Middle School; Baker Middle School students reside at Bakerfield Elementary School; and Bakerfield Elementary students share a facility with Baker Heights Elementary School.

To respond to this shuffling of students, a new elementary school located on Baker Boulevard north of Baker Park (30° 35’ 37” N, 91° 09’ 11” W) is proposed [FIG. 10]. Occupying the northern edge of the town, the Baker Estates and Wyatt Subdivision neighborhoods adjacent to the site were severely damaged by the 2016 floods and lie far from existing schools. Placing the new school at this location encourages students to walk that were previously brought in by car, the primary mode of transportation in Baker. The site also presents the opportunity to model resilient building strategies in a flood plain since most of Baker exists in a flood zone a reality for much of Southern Louisiana. An elementary school at the Baker Boulevard site can become a new center for community, sparking growth in the neglected northern portion of town.

2 Baton Rouge Area Chamber, “BRAC’s Preliminary Analysis of Potential Magnitude of Flooding’s Impact on the Baton Rouge Region”

1 - US Census Bureau ( bakercitylouisiana,eastbatonrougeparishlouisiana/PST045216https://www.census.gov/quickfacts/fact/table/ )

NEIGHBORHOOD SETTING 5

The rectilinear site lies directly adjacent to Baker Park and runs east west in direction [FIG. 11]. The 6.5 acre site is currently clear and grassy with a wooded area to the south and west [FIG. 12]. To the east is an existing house, and to the north is the only street currently connecting to the site, Baker Blvd. The existing woods block physical and visual access to the site from the park and vice versa. The proposal calls for a new road connecting Baker Blvd to Jefferson St. to the South while interstitially connecting to the existing park. The main entry of the proposed building connects to this street to the west of the site.

The climate is a relatively constant semitropical condition with average temperatures of 47 °F in the winter and 91 °F in the summer. On a yearly basis, the site gets about 57% sunlight, a total of 2649 hours of sunlight, an average of 101 clear sky days, and 60” of rainfall. The daily average humidity is 76%, 88% in the morning and 61% in the evening.1 The prevailing winds are predominantly from the south at 6.2 mph.2 1 - Current Results (https://www.currentresults.com/Weather/Louisiana/ temperature-july.php) 2 Null School Wind Map surface/level/orthographic=-89.73,31.73,2293(https://earth.nullschool.net/#current/wind/ )

N 6

FIG. 11 - Site map FIG. 12 - View of existing site from Baker Blvd. LOT

SUMMARY

FIG. 15 - PUBLIC program precedent [trellis, overhead, generation] (Pico Branch Library - Santa Monica, CA - Koning Eizenberg)

The proposed school pulls from the most heavily flooded, northern section of town. The residents are lowincome, unable to build out of the flood-zone, and many of the students rely on free meals provided by the school. By accepting 300 students into this new schoo, and by providing facilities to meet their needs, the school serves a higher purpose in the community. The campus creates 40 new staff positions for teachers and administrators. Given the 6% unemployment rate in the town, this is a healthy step forward in alleviating zero-income residents.

FIG. 14 - SEMI-PRIVATE program precedent [permeability, connect] (Fuji Kindergarten - Tokyo, Japan - Tezuka Architects)

Since flooding is the primary contributing factor to the disparate qualities of the town, the students will learn about sustainable practices to mitigate flooding through active and passive building strategies. Learning spaces that look out over retention ponds and exposed building systems will re-frame their expectations of building resiliency. Programs such as the gym and cafeteria open up to the public during off hours, thus the school can house essential civic and social functions even during worst-case weather events.

ClassroomsPRIVATEKindergartenGrade1 Grade 2 Grade 3 Grade 4 Grade 5 Teacher Lounge SPED SuiteClassroom Suite Small Group Instruction Single RR Group SEMI-PRIVATERR Collaborative Space Multi Purpose Classroom Media Center / Library Art Room + Storage Music room + Storage Administration AssistantPrincipal Principal Counselor Nurse’s WorkroomOfficeOffice Time Out Room RR CafeteriaPUBLICKitchen Lobby/Entry/ReceptionGym/Auditorium MechanicalService Space Corridor TOTAL NET AREA QTY 222222 48111 3 1111111111 2 1111 SQ.FT. 1370580630630630630630630230 60 22001500300950 900900 270250200150150200 60 5200 6000900700 15%10%1% TOTAL 1370126012601260126012601260580230 480 220045001200950 900900 5200120270250200150150200 6000900700 47,186 INTENDED OCCUPANTS PROGRAM SUMMARY ARCHITECTURAL PRECEDENTS

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FIG. 13 - PRIVATE program precedent [structure, warmth, stability] (Freemen’s School - Surrey, United Kingdom - Hawkins\Brown)

FIG. 16 - Schematic Classroom concept rendering FIG. 17 - Schematic Collaboration courtyard concept rendering the site’s stormwater, while the building’s elevated foundation ensures its resilience in the next flood event. Bioswales and climate-sensitive vegetation envelop the exterior landscape in the familiar environment of Louisiana’s marshland. The building’s structure is organized by engineered wood beams, chosen for their local availability and market viability. The embodied energy and natural thermal properties also encourage sustainable building conception and longevity. Additionally, the acoustical properties and warm aesthetic of wood as a structure or cladding make it ideal for use in this educational environment. Beyond the building envelope, the school connects with its surroundings, first to the adjacent Baker Park, then to adjacent neighborhoods. Through strategic site circulation and public programming of spaces like the gymnasium and cafeteria, the school champions not only accessibility, but also continuous community use. Floating above the flooded landscape, the new elementary school for Baker reshapes students’ perception of the power of water. By familiarizing students with sustainable practices, incorporating contextual community use, and providing a structure for refuge in emergencies, the building embodies community-integrated resiliency.

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DESIGN CONCEPT

From an elemental perspective, water phases influence the conceptual organization of the design [FIG. 18]. First, the classrooms are structured like SOLID ice, defining a focused, structured use for the students and teachers [FIG. 13]. Adjacent to these classrooms are adaptable collaborative spaces that flow between private and public functions, much like LIQUID water [FIG. 14]. GASEOUS spaces quickly form by evaporation into expansive, social spaces such as the courtyard and cafeteria [FIG.15]. This cooperation of spatial types develops a physical hierarchy, prioritizing public and collaborative spaces and downsizing classrooms [FIG. 16]. Consequently, the overall conditioned space is reduced as pedagogy transitions to more loosely defined and symbiotic learning spaces [FIG. 17]. Beyond the phase changes of water, other natural processes inform the school’s design to achieve net-zero energy. Living walls and landscaped buffers surround the building as both a security measure and a heat mitigation strategy. Additionally, a Photovoltaic Panel canopy shields all glazing from solar heat gain while showcasing to students the building’s renewable energy production. To demonstrate a more amicable relationship to Louisiana’s rainy climate, rainwater cisterns and retention ponds effectively manage

FIG. 18 - Process models

LEVEL 1 6 0 16'30GRADE0PARKING0B.O.BEAM-10CLRSTORY HEAD 23' 6 0 16 32 64 128 LEVEL 1 6 0 16'30GRADE0PARKING0B.O.BEAM-10CLRSTORY HEA 23' 6 0 16 32 64 128 CafeteriaPublicPorchMarshBu ffer Restroom Courtyard CeMedianter Bus Drop-offAccessNewStreet GreenRoofCorridor ClassOutdoorroomLandsMarshcapeBu ffer BoulBakerevard Mechanical Classroom Collaboration Space Courtyard Collaboration Space Car Drop-off / Pick-up SITE-SCALE FIG. 19 - Schematic Site Plan FIG. 20 - Schematic North/South Site Section FIG. 21 - Schematic East/West Site Section N 9

BUILDING-SCALE FIG. 22 - Schematic First Floor Plan FIG. 23 -Schematic Typical Building Section N 10

The new Baker Park Elementary School design aims to be a new benchmark for schools in Baker, Louisiana. Research finds that most public schools in this particular city are disengaged from their environments, offering to no inspiration for the students who use these spaces on a daily basis. They remove themselves from the street entirely, while ignoring the concerns of flood protection, heavy rainfall, and community engagement [FIGS. 24-25]. With this in mind, the new proposal [FIGS. 26-27] presents a more intentional model for using the building a tool for learning while creating a comfortable environment where the students and staff can thrive. The street presence of the building on the site remains crucial when considering the surrounding neighborhoods which would see the new school as a community asset. By extending the structure to the exterior of the building, the building’s elevated foundation is accentuated, emphasizing how the building mitigates the effects of flooding. Similarly, the inverse of the building footprint is comprised of retention ponds and wetland plantings which inform the community of its aqueous landscape context. Whether arriving by car, by bus, or by foot, the new elementary school rises out of the floodplain to welcome students and visitors alike.

FIG. 24 - Typical Baker, LA School Buildings FIG. 25 - Surrounding architectural context FIG. 26 -Car Drop-0ff Perspective FIG. 27 - Bus Drop-Off Perspective ARCHITECTURAL DESIGN 1/11/2018 http://www http://www.theadvocate.com/baton_rouge/news/communities/baker/article_9d8e158e-c27a-11e7-a8d9-6bfe2796c45a.html Six of Baker High proceed on ood-damaged schools BY EMILY BECK COGBURN Special to The Advocate NOV 7, 2017 8:15 PM Buy NowThree �re companies responded to an arson �re Sept. 17, 2017, at Baker High School, which also sustained damage in the 2016 �ood. Contributed �le photo S C Ba B ZACHARY BLAKE MCLAIN schoolsTYPOLOGIESARCHITECTURALinBaker,LA ZACHARY BLAKE MCLAIN 11

The roof employs a standing-seam metal cool roof [FIG. 28b], seeing that it is effective at reflecting sunlight off of the building. This material reduces the overall amount of thermal gain coming from the roof into the interior spaces. Half of the total roof space on the school is slanted to the north, while the remaining half slopes to the south, where photovoltaic panels are attached to receive the maximum amount of sunlight. The PV panels attach to the roof via a metal bracing system which allows the panels to partially shade the roof membrane wherever they are installed.

In an effort to step away from the institutional mold of the traditional elementary schools in this area, the building is designed with a material palette that is exciting visually and sustainably achieves net zero energy efficiency [FIG.29]. The entire structure of the school is comprised of engineered wooden glu-lam beams [FIG. 28a] which span the width of the building’s two wings. Lifting the school six feet above grade to mitigate flooding, the exposed structure becomes a teaching tool, showing how the building is being elevated to reduce risk.

12 A B C D E F

FIG.

FIG. 28 - Architectural Material Palette 29 - Elevation Details (Green Wall, Brick Entry, Classroom, Courtyard Wall)

The remaining roofs are vegetated [FIG. 28c], which add insulation and acoustic value. A portion of the rainwater collected on the metal roofs is channeled onto these strategically placed areas of green roof to absorb water on site instead of disbursing it into the already waterlogged vicinity. A similar system is deployed vertically as “living walls” on the building’s eastern and western facades, thus reducing thermal heat gain.

LEVEL 1 6' - 0" MINGRADE16'ROOF-0"0'-0" 1234567852 50 484951 MAXPARKING32'ROOF-0"3'-0" RTZ1 7 LEVEL 1 6' 0" MINGRADE16'ROOF0"0'0" 1 2 3 4 5 6 7 8 12 525048 49 5138 39 40 MAXPARKING32'ROOF0"3'0" RTZ1 7 RTZ2 9 LEVEL 1 6' - 0" MINGRADE16'ROOF-0"0'-0" A B C D E F G H I J MAXPARKING32'ROOF-0"3'-0" A5.012 LEVEL 1 6' 0" MINGRADE16'ROOF0"0'0" ABCDEFGHIJ MAXPARKING32'ROOF0"3'0" LEVEL 1 6' - 0" MINGRADE16'ROOF-0"0'-0" 52 50 484951 38394041 PARKING3'-0" RTZ2 9 LEVEL 1 MIN 16'ROOF0" 8 10 12119 RTZ1 8 CLERESTORYCLERESTORY20'SILL6"HEAD23'6" RTZ2 3 LEVEL 1 6' - 0" MINGRADE16'ROOF-0"0'-0" ABCDEFG MAXPARKING32'ROOF-0"3'-0" RTZ2 7 LEVEL 1 MIN 16'ROOF0" LMNOPQRSTUV THE DRAWINGS, SPECIFICATIONS AND OTHER PROJECT AND, UNLESS OTHERWISE PROVIDED, THE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING REPRODUCIBLE COPIES, OF THE CONNECTION WITH THE OWNER'S USE AND DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT DEFAULT UNDER THIS AGREEMENT, EXCEPT BY Project Number: Date: TEAM M+B LOUISIANA STATE UNIVERSITY SCHOOL OF http://design.lsu.edu/architecture/ARCHITECTURE ARCH 5001 -COMPREHENSIVEDESIGN 136 ATKINSON HALL LOUISIANA STATE UNIVERSITY BATON ROUGE, LA 70803 tel 225.578.6885 2392018123035PM PARKBAKER SCHOOLELEMENTARY DEVELOPMENTDESIGN03/21/201818-03-0170714LABAKER,BLVD.BAKER4500 1/16" =11'-0" NORTH ELEVATION 1/16" =21'-0" SOUTH ELEVATION 1/16" =31'-0" WEST ELEVATION 1/16" =41'-0" EAST ELEVATION 1/16" =51'-0" COURTYARD NORTH ELEVATION 1/16" =61'-0" COURTYARD EAST ELEVATION SRvsosbmn

The primary exterior wall material for the building is a fiber-cement siding known as “HardiePanel” [FIG. 28d]. This product is commonly used in Louisiana as a rainscreen, often cited for its durability and ease of installation. Additionally, it was important to the design that the main exterior wall material not distract from the prominence of the glulam beam structure. Using this light-colored background material allows the wooden beams to remain in the foreground of the elevation while still producing a desirable aesthetic on the outside of the building. The design also incorporates brick veneer walls [FIG. 28e] at specific entry points to welcome students and visitors. Glazing is strategically located to encourage daylighting on the inside while positively contributing to the exterior material palette. For instance, the pitch of the southern roof rests lower than the northern roofs, which allows for clerestories [FIG. 28f] to form above the classrooms and collaborative spaces inside. All light is coming from the south, washing down into these learning spaces, reducing the need for artificial light as much as possible during the daytime. Glazing is also concentrated along the walls of the inner courtyard. As the collaborative spaces inside lie directly adjacent to this outdoor space, storefront glazing with deep overhangs comprise at least 50% of these walls to allow as much indirect natural light as possible while fostering a connection between the inside and outside.

The second goal is achieved by positioning the school as a facility that can be used by the entire community. Currently, Baker lacks viable public spaces to host activities like club meetings, neighborhood assemblies, afterschool programs, etc. In response, the gym and cafeteria push towards the front of the building footprint along the proposed Baker Park Road. These two programs are equipped with secondary entrances along an outdoor “public porch” that can host community events under the shade of the photovoltaic panel structure overhead [FIG. 32]. Also, the porch’s proximity to Baker Park encourages better pedestrian connections between the school and existing recreational facilities. During community events and activities, the gym and cafeteria are able to remain open and available while the rest of the school can remain closed for security reasons. An additional reason primacy is given to these public programs is the fact that many of the existing schools in this area serve three meals a day throughout the year to meet the needs of the surrounding low-income neighborhoods [FIG. 33].

The overarching goal of the floor plan layout [FIG. 30] is largely to create a series of fluid-like spaces for flexible learning activity while acting as a resourceful tool for community activity and engagement. This first goal is achieved by prioritizing collaborative spaces that are shared by the school. These spaces blur the boundaries of the indoors and the landscape by creating learning opportunities where the two come together. For example, the central courtyard becomes an exterior extension of the classroom, under the shade of trees that penetrate the wooden deck [FIG. 31].

1 2 3 4 5 6 7 8 10 12 14 16 18 119 15 17 19 21 22 23 20 25 26 27 28 29 31 52 50 48 49 51 46 44 42 45 43 38 39 40 GDCBAEFHIJ 13 41 32 33 34 35 36 47 DD CC BB JJ GG FF EE KK L M N O P Q RS T U V W X K AA 24 HH II 30 5974 SF GYM/AUDITORIUM 878 SF KITCHEN 80 SF I.T. 169 SF ELEC. 482 SF SERVICE 5212 SF CAFETERIA 262 SF RR 262 SF RR 643 SF 5TH 631 SF 5TH 350 SF OUTDOORCLASS 189 SF MECH. 629 SF 4TH 640 SF 4TH 60 SF RR 60 SF RR 1443 SF COLLABORATIVESPACE 277 SF VESTIBULE 659 SF ADMIN 147 SF COUNSELOR 224 SF PRINCIPAL 65 SF RR 65 SF RR 266 SF OFFICENURSE 202 SF WORKROOM 271 SF TIME-OUTRM 236 SF SM.INST.GRP. 64 SF RR 1373 SF EDUCATIONSPECIALSUITE 899 SF MUSIC 49 SF JAN. 639 SF K 633 SF K 351 SF OUTDOORCLASS 197 SF MECH 633 SF 1ST 640 SF 1ST 955 SF MULTI-PURP.CLSRM 1440 SF COLLABORATIVESPACE 301 SF RR 297 SF RR 2170 SF CENTERMEDIA 166 SF ADMIN 166 SF PRINCIPALASST. 238 SF VESTIBULE 64 SF RR 584 SF TEACHERLOUNGE 639 SF 2ND 635 SF 2ND344 SF OUTDOORCLASS 192 SF MECH 633 SF 3RD 1596 SF COLLABORATIVESPACE 639 SF 3RD 58 SF RR 58 SF RR 920 SF ART 51 SF JAN. 9970 SF COURTYARD 9970 SF COURTYARD 58 SF RR 58 SF RR 824 SF LOADINGDOCK 3382 SF PORCHPUBLIC 2551 SF ENTRYMAIN 672 SF SECONDARYENTRY 15638 SF PLAYGROUND/RECREATION 0' 16' 32' 64' 128' 10 0 20' 0" 20' 0" 20' 0" 20' 0" 20' - 0" 20' 0" 20' 0" 12' 0" 12' - 0" 12' 0" 12' 0" 12 0 12 0 9 2 12 7 9 6 120 120 120 120 148 94 120 120 120 120 120 120" 120 0"51'10890°72 126 72 126°72° 108126 72 144° 12 0 12 0 72 72 1088199 108 20' 0" 20' 0" 20' 0" 20' 0" 20' - 0" 20' 0" 20' 0" 12' 0" 12' - 0" 12' 0" 12' 0" 12 0 12 0 7 3 9 6 12 2 9 6 108 126 108° 108 126 6"7' 8' 0" 76 8 0 80 660"20'0"20'0"20'0"20'0"20'0"20'0"20'0"20'0"20' 12 0 12 0 7 3 9 6 12 2 9 6 12' 0" 12' 0" 12' 0" 12' 0" 12 0 12 0 12 0 12 0 12 0 12 0 12 0 12 0 12 0 12 0 12 0 12 0 12 0 12 0 12 0 12 0 12 0 19 7 0"180' 1560 188' 0" 62 5 RTZ RTZ1 7 RTZ3 7 RTZ2 7 2258 SF LOBBYWEST 2258 SF LOBBYWEST 1505 SF LOBBYEAST 1505 SF LOBBYEAST RTZ2 RTZ 5 1 RTZ1 8 RTZ 9 RTZ2 9 RTZ2 8 405 SF SOCIALSTAIR 760 SF TERTIARYENTRY 1931 SF CORRIDORNORTH 1492 SF CORRIDORSOUTH 78 SF COOLER 76 SF FREEZER 188 SF STOR.DRY 41 SF RISERFIRE 46 SF JAN. 48 SF I.T. 158 SF STOR. RTZ68 RTZ 6 5 RTZ RTZ 6 6 RTZ4 10 3"16'3"10'0"14' OUTDOOR CLASSROOM OUTDOOR SEATING PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, INCLUDING REPRODUCIBLE COPIES, OF THE ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS, UNLESS THE ARCHITECT ADJUDGED TO BE IN COMPENSATION TO THE ARCHITECT. Project Number: ProjectDate: Architect: TEAM M+B LOUISIANA STATE UNIVERSITY SCHOOL OF http://design.lsu.edu/architecture/ARCHITECTURE ARCH 5001 -COMPREHENSIVEDESIGN 136 ATKINSON HALL LOUISIANA STATE UNIVERSITY BATON ROUGE, LA 70803 tel 225.578.6885 3292018122 PARKBAKER SCHOOLELEMENTARY03/21/201818-03-0170714LABAKER,BLVD.BAKER4500M+B FLOOR RTZPLAN4DESIGNDEVELOPMENT1/16" = 1'-0" FLOOR PLAN1 SRvobms1 2 3 4 5 6 7 8 10 12 14 16 18 119 15 17 19 21 22 23 20 25 26 27 28 29 31 52 50 48 49 51 46 44 42 45 43 38 39 40 GDCBAEFHIJ 13 41 32 33 34 35 36 47 DD CC BB JJ GG FF EE KK L M N O P Q RS T U V W X K AA 24 HH II 30 5974 SF GYM/AUDITORIUM 878 SF KITCHEN 80 SF I.T. 169 SF ELEC. 482 SF SERVICE 5212 SF CAFETERIA 262 SF RR 262 SF RR 643 SF 5TH 631 SF 5TH 350 SF OUTDOORCLASS 189 SF MECH. 629 SF 4TH 640 SF 4TH 60 SF RR 60 SF RR 1443 SF COLLABORATIVESPACE 277 SF VESTIBULE 659 SF ADMIN 147 SF COUNSELOR 224 SF PRINCIPAL 65 SF RR 65 SF RR 266 SF OFFICENURSE 202 SF WORKROOM 271 SF TIME-OUTRM 236 SF SM.INST.GRP. 64 SF RR 1373 SF EDUCATIONSPECIALSUITE 899 SF MUSIC 49 SF JAN. 639 SF K 633 SF K 351 SF OUTDOORCLASS 197 SF MECH 633 SF 1ST 640 SF 1ST 955 SF MULTI-PURP.CLSRM 1440 SF COLLABORATIVESPACE 301 SF RR 297 SF RR 2170 SF CENTERMEDIA 166 SF ADMIN 166 SF PRINCIPALASST. 238 SF VESTIBULE 64 SF RR 584 SF TEACHERLOUNGE 639 SF 2ND 635 SF 2ND344 SF OUTDOORCLASS 192 SF MECH 633 SF 3RD 1596 SF COLLABORATIVESPACE 639 SF 3RD 58 SF RR 58 SF RR 920 SF ART 51 SF JAN. 9970 SF COURTYARD 9970 SF COURTYARD 58 SF RR 58 SF RR 824 SF LOADINGDOCK 3382 SF PORCHPUBLIC 2551 SF ENTRYMAIN 672 SF SECONDARYENTRY 15638 SF PLAYGROUND/RECREATION 0' 16' 32' 64' 128' 10 0 20' 0" 20' 0" 20' 0" 20' - 0" 20' - 0" 20' 0" 20' 0" 12' 0" 12' - 0" 12' 0" 12' 0" 12 0 12 0 9 2 12 7 9 6 120" 120 120 120 148 94 120 120 120 120 120 120 120 0"51'10890°72 126 72 126°72° 108126 72 144° 12 0 12 0 72° 72 1088199 108 20' 0" 20' 0" 20' 0" 20' - 0" 20' - 0" 20' 0" 20' 0" 12' 0" 12' - 0" 12' 0" 12' 0" 12 0 12 0 7 3 9 6 12 2 9 6 108 126 108 108 126 6"7' 8' 0" 76 8 0 80 660"20'0"20'0"20'0"20'0"20'0"20'0"20'0"20'0"20' 12 0 12 0 7 3 9 6 12 2 9 6 12' 0" 12' 0" 12' 0" 12' 0" 12 0 12 0 12 0 12 0 12 0 12 0 12 0 12 0 12 0 12 0 12 0" 12 0 12 0 12 0 12 0 12 0 12 0 19 7 0"180' 1560 188' 0" 62 5 RTZ RTZ1 7 RTZ3 7 RTZ2 7 2258 SF LOBBYWEST 2258 SF LOBBYWEST 1505 SF LOBBYEAST 1505 SF LOBBYEAST RTZ2 RTZ 5 1 RTZ1 8 RTZ 9 RTZ2 9 RTZ2 8 405 SF SOCIALSTAIR 760 SF TERTIARYENTRY 1931 SF CORRIDORNORTH 1492 SF CORRIDORSOUTH 78 SF COOLER 76 SF FREEZER 188 SF STOR.DRY 41 SF RISERFIRE 46 SF JAN. 48 SF I.T. 158 SF STOR. RTZ68 RTZ 6 5 RTZ RTZ 6 6 RTZ4 10 3"16'3"10'0"14' OUTDOOR CLASSROOM OUTDOOR SEATING OUTDOOR SEATING PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, INCLUDING REPRODUCIBLE COPIES, OF THE ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER OCCUPANCY OF THE PROJECT. THE ARCHITECT'S DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS, AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. Project Number: ProjectDate: Architect: TEAM M+B LOUISIANA STATE UNIVERSITY SCHOOL OF http://design.lsu.edu/architecture/ARCHITECTURE ARCH 5001 -COMPREHENSIVEDESIGN 136 ATKINSON HALL LOUISIANA STATE UNIVERSITY BATON ROUGE, LA 70803 tel 225.578.6885 PARKBAKER SCHOOLELEMENTARY03/21/201818-03-0170714LABAKER,BLVD.BAKER4500M+B FLOOR RTZPLAN4DESIGNDEVELOPMENT1/16" = 1'-0" FLOOR PLAN1 FIG. 30 - Architectural First Floor Plan FIG. 32 - Perspective View of the Public Porch FIG. 31 - Perspective View from Media Center to Courtyard FIG. 33 - Perspective View of the Cafeteria for Community use N 13 32 33 31

FIG. 38 - Classrooms partially closed, partially open configuration

FIG. 37 - Classrooms closed configuration

INTERIOR DESIGN,

FIG. 39 - Classrooms open configuration LIGHTING, PLUG LOADS, AND APPLIANCES

FIG. 34 - Enlarged Classroom Cluster Plan

The interior design strategy is centered around the organization of educational clusters, which contain four classrooms of 25 students each that open to a shared collaborative space [FIG. 34]. Utilizing “NanaWall” bi-fold glass partitions [FIG. 35], the classrooms and collaborative spaces are able to open into larger learning environments. Visual connection is preserved from the classroom, through the NanaWall, into the collaborative space and exterior courtyard [FIG. 42]. In this way, the building is inherently flexible, allowing dynamic pedagogies to emerge [FIGS. 3739]. In tandem with the outdoor classrooms located on the perimeter of the building, the mechanical spaces of each cluster are strategically placed to create teaching opportunities about the building’s systems. For example, the VRF HVAC systems and condensing units connecting to each individual classroom can be observed directly by the students. Glazing encloses the mechanical spaces to simultaneously create visual accessibility and acoustical separation. Designing this proximity was important to the interior design. On certain walls within each cluster, cork is deployed as both an acoustic attenuator and an interactive surface for students and teachers [FIG. 36]. Cork is also a sustainable, renewable material choice, harvested from the bark of cork trees every nine years and comprised of 95% recycled post industrial waste.1 The natural waxy substance Suberin in cork is a natural fire inhibitor and repels bugs, mold, and even termites. These factors make cork a natural choice for wall coverings in the classrooms and collaborative spaces.

482 SF SERVICER 41 SF RFIREISER 2258 SF LOBBWESTY FF 2258 SF LOBBWESTY 659 SF ADMIN 147 SF OUNSELOR 224 SF INCIPAL 271 SF TIME OUT RM 202 SF WORKROOM 236 SF SM. GRP. INST 1373 SF SPECIAL EDUCATIONSUITE 899 SF MUSIC 639 SF K 633 SF K 58 SF RR COLLABORATS 197 M 351 S OUTDOOCLA 633 639 SF 3RD 920 SF ART 51 SF JAN. 640 SF 4TH 629 SF 4TH 350 SF OUTDOORCLASS 189 SF MECH. 631 SF 5TH 643 SF 5TH 1443 SF COLLABORATIVESPACE 9970 SF COURTYARD 49 SF JAN 60 SF RR 60 SF RR 1 - Globus Cork, “Natural Benefits of Cork” (http://www.corkfloor.com/ benefits_of_cork.html) 14

FIG. 36 - Cork Walls (ArchDaily) Bi-Fold glass partitions

SEE PAGE 251 Tech Lab/Computer Lab Students are more tech-savvy than ever. Technology is practically in their DNA. Likewise, tech labs and computer labs must be ready to accommodate everything from beginning coding to high-level robotic competitions. We make the lab furniture to handle that spectrum. Spaces awaitingtransformingcasuallearningbigroleinforinteraction,smartwayforfutureuse. Interchange Crescent Table SEE PAGE 82 www.smithsystem.com 800.328.1061 21

Tinker, create, explore, fail. Makerspaces promote them all by providing a range of tools, from high-tech to no-tech, that encourage experimentation. The ideal makerspace furniture helps manage materials and projects, without getting in the way. Planner Studio Tables SEE PAGE 162 www.smithsystem.com 800.328.106116 17

ASTM E

Water

Trifab® 601, 601T and 601UT framing systems are perfect for projects where an economical alternative to a low-rise curtain wall is desired. These systems meet the same high standards that are traditionally found in Kawneer products for air and water infiltration and thermal performance. Trifab® 601 Series Framing Systems also have an HP (High Performance) sill design. The sill attaches to the sill flashing by way of a raceway and eliminates the troublesome blind seal method used on many flashing systems. The HP sill also includes a screwapplied end dam, which ensures positive and tight joints between the sill flashing and end dam. Performance 283 Performance ASTM E 331 Uniform Static Structural ASTM E 330 Sound Transmission Class (STC) AAMA 1801 and in accordance with ASTM E 1425 Condensation Resistance (CRF) AAMA 1503 and CAN/CSA-A440 Thermal Transmittance (U-Value)

Evidenced by the daylighting analysis of the digital model [FIG. 46], a majority of the spaces achieve lighting levels between 450 and 600 lux. The level required for the classrooms and collaborative spaces per code is 500 lux, while the corridors require 200 lux. These targets are achieved through daylighting, thus reducing energy cost. Heat gain is mitigated through deep overhangs, the shading of the pv panel structure, and most importantly, a low solar heat gain coefficient (SHGC) for all glazing at 0.26 [FIG. 43]. Low-e glazing from storefront manufacturer Kawneer was selected to achieve this target.

Flooring materials were selected for their durability and environmental impact. In the classrooms, collaborative spaces, media center, and administrative offices, carpet Interface’s “Net Effect” collection was chosen for its 81% recycled content and water-inspired design [FIG. 40ab]. Luxury Vinyl Tile (LVT) from Interface’s “Studio Set” collection incorporates bright colors and a durable hard surface for the higher traffic areas of the gym, cafeteria, corridors, and specialty classrooms [FIG. 40c-d].

Furniture for these spaces responds to the 21st Century Schools pedagogy which champions critical thinking skills, literacy, and collaboration. For example, it is important for the tables and chairs to easily move from one room to another, producing multiple configurations. It is also important for the furniture to be powered, containing outlets to plug in laptops and other technology. Various pieces from SmithSystem were selected as possible furniture options for the Baker Park Elementary School [FIG. 41].

FIG. -

Painted finishes, including fluoropolymers that meet or exceed the standards of AAMA 2605, are offered in many standard choices and an unlimited number of specially designed colors.

43

AAMA 1503.1 U-Value Simulations for Other Glazing Options AAMA 507, NFRC 100, NFRS 200, NFRC 500 and CAN/CSA-A440.2 Trifab® 601 Trifab® 601T Trifab® 601UT Thermal simulations showing temperature variations from exterior/ cold side to interior/warm side. TU24000 High Thermal Performance Dual Pocket Poured & Debridged Storefront 800-866-2227 / 877-299-2414 fax / www.tubeliteinc.com GET THE POINT! HIGH-PERFORMANCE THERMAL FRAMING 1 T U24000 DE TA ILS 14112 19 6 17 9 1 T U24000 DE TA ILS 14112 19 9 1 T U24000 DE TA ILS 14112 9 1 T U24000 DE TA ILS 14112 9 GET THE POINT!™ 1 T U24000 DE TA ILS 14112 19 6 17 9 15 A B DC

Collaborative Classrooms

Collaborative learning helps students stretch academically, socially and emotionally. It requires highly mobile seating and desks that work for individual study, and then can quickly nest-up for group work. UXL Sit Stand Desk SEE PAGE 114

Fabrication and Installation Trifab® 601, 601T and 601UT employ screw spline joinery construction for efficient fabrication and installation. This construction method provides quality joinery and allows for shop-controlled fabrication and assembly, which leads to smaller field crews and less installation time. The framing can be specified for glazing from either the inside or outside. Inside glazing can help reduce field labor costs by eliminating the need for exterior scaffolding or swing stages for installation on floors above the ground level. In addition, the frames have a two-piece receptor option that easily accommodates attachment of air-barrier systems.

Aesthetics and Versatility Trifab® 601, 601T and 601UT Framing Systems are designed with cost and flexibility in mind. With a 2" x 6" frame profile, the sightline is consistent with current framing systems and the glass pockets are aligned to the 4-1/2"-deep center set Trifab® framing systems. This allows for a shallow horizontal member that not only lowers overall metal costs, but also provides flexibility to accommodate interior finishes, such as blinds, that can span the full uninterrupted elevation height. The flexibility of the 3-in-1 series provides a pre-designed solution for non-thermal as well as thermal entrances. Framing options include non-thermal and thermally broken door framing members to accommodate 1-3/4"-deep and 2-1/4"-deep entrance doors, an expansion mullion and a two-piece head and jamb receptor. The 6" depth accommodates higher spans than conventional 4-1/2" storefront framing systems, and an optional 2-1/4" wide vertical mullion allows for internal steel reinforcement for projects with greater structural performance requirements.

SEE PAGE 251 Tech Lab/Computer Lab Students are more tech-savvy than ever. Technology is practically in their DNA. Likewise, tech labs and computer labs must be ready to accommodate everything from beginning coding to high-level robotic competitions. We make the lab furniture to handle that spectrum. Table 21

Daylighting is prioritized as the primary means of illumination during the school day [FIGS. 44-45]. This is achieved through southern-facing clerestories to let in the maximum amount of light, and ample north-facing glazing for diffused light. The head of these windows is as high as possible to allow light to wash along the surface of the ceiling.

FIG. 42 - Perspective View from Classroom to Collaborative Space FIG. 40 - Carpet and LVT samples Furniture for classrooms and collab. spaces (Smith System)

Storefront glazing specifications (Kawneer)

For the Finishing Touch Permanodic® anodized finishes are available in clear (Class I and Class II) and color (Class I) choices, including champagne, black, light bronze, medium bronze and dark bronze.

Solvent-free powder coatings add the “green” element with high performance, durability and scratch resistance that meet the standards of AAMA 2604.

kawneer.comKawneer Company, Inc. Technology Park / Atlanta 555 Guthridge Court Norcross, GA 30092 770kawneergreen.comkawneer.com.449.5555

Performance Test Standards Air

Makerspaces

750 lux 600 lux 450 lux 300 lux 150 lux 0 lux FIG. 46 - Daylighting Analysis from Revit Model for Maximum daylighting capacity (Average of Spring and Fall Equinox @ 9:00am and 3:00pm) N FIG. 44 - Typical Northern Classroom Section - Lighting Strategies 2 12 1 12 9660 CF 5TH 540 CF RR 16790 CF COLLABORAT VE SPACE 2 12 1 12 7300 CF K 22410 CF COLLABORATIVESPACE 18310 CF SOUTH CORRIDOR DIRECTLIGHT DIRECTLIGHT DIRECTLIGHTJune21 June21 DIRECTLIGHT DIRECTLGHT DRECTLGHT Dec21 June21Dec21 Dec21 FIG. 45 - Typical Southern Classroom Section - Lighting Strategies 2 12 1 12 9660 CF 5TH 540 CF RR 16790 CF COLLABORAT VE SPACE 2 12 1 12 7300 CF K 22410 CF COLLABORATIVESPACE 18310 CF SOUTH CORRIDOR DIRECTLIG DIRECTLIGHT DIRECTLIGHTJune21 June21 DIREC DIRECTLIGHT DIRECTLGHT Dec21 June21Dec Dec21 16

Optional Back Box (PBBW) Height: 4” (10.2 cm) Width: 5-1/2” (14.0 cm) Depth: 1-1/2” (3.8 cm) Specifications Rev.WST-LED11/01/17 3.04.45

FIG. 48 - Other Interior Light Specifications (Proteon, Lithonia)

FT.) LED TROFFER LIGHT

FT.) EXTERIOR LIGHTING TYPES L8 LED

96"

FIG. 50 - Reflected Ceiling Lighting Plan

Optional Back Box (BBW) Height: 4” (10.2 cm) Width: 5-1/2” (14.0 cm) Depth: 1-1/2” (3.8 cm) H W DFor 3/4” conduitside-entryNPT WST LED Architectural Wall Sconce Luminaire TypeNotesNumberCatalog Height: 8-1/2” (21.59 cm) Width: 17” (43.18 cm) Depth: 10-3/16” (25.9 cm) Weight: 20 lbs (9.1 kg)

N 17 Project: © 2014-2017 Acuity Brands Lighting, Inc. All Rights Reserved. “Peerless” is a registered trademark of Acuity Brands Lighting. Products and technologies in this document may be covered by one or more U.S. Patents and Patents Pending. NOTE: Specifications subject to change without notice. PeerlessLighting.com 510.845.2760   TechSupport@PeerlessLighting.com Rev. 11/28/17 Square LED Design2Ship SQM4 QS (ASO) | LED | Aisle/Stack Indirect/Direct | Suspended Flat end cap 3 2 3 ⁄ 2 SQM4  Square I/D SQMW  Square Wall-Wash SQW4  Square Wall I/D COMPANIONDETAILS LUMINAIRE(S) DIMENSIONS

ELECTRICAL — Long-life LEDs, coupled with high-efficiency drivers, provide superior level and quality of illumination for extended service life. 90% LED lumen maintenance at 60,000 hours (L90/60,000). eldoLED driver options deliver choice of dimming range, and choices for control, while assuring flicker-free, low-current inrush, 89% efficiency and low EMI. Optional nLight® embedded controls continuously monitor system performance, allow for constant lumen management/compensation function, facilitate simple "plug-and-play" network and controls upgrading via Cat-5 cable. Driver disconnect is provided where required to comply with U.S. and Canadian codes.

Capable Luminaire

Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. T SERIES 2TLLED 2' x 4' LED

One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Hit the Tab key or mouse over Overallheight Fixture height Dia. LH OH D MRP SeriesLED LEDs Drive current temperatureColor Distribution Voltage Mounting MRP LED 42C 42 LEDs (one engine) 350 350mA 530 530mA 700 700mA 1000 1000mA (1A) 30K 3000K 40K 4000K 50K 5000K SR2 Type II SR3 Type III SR4 Type IV SR5 Type V 240208120MVOLT22 277 2 480347 Shipped included (blank) Fits 4” Shipped separately MRPT20 2-3/8” MRPT25 2-7/8” Control options Other options Finish (required) Shipped installed PER NEMA twist-lock receptacle only (control ordered separate) PER5 Five-wire receptacle only (control ordered separate) PER7 Seven-wire receptacle only (control ordered separate) BL30 Bi-level switched dimming, 30% 6,7 BL50 Bi-level switched dimming, 50% 6,7 PNMTDD3 Part night, dim till dawn PNMT5D3 Part night, dim 5 hrs PNMT6D3 Part night, dim 6 hrs PNMT7D3 Part night, dim 7 hrs SF Single fuse (120, 277, 347V) DF Double fuse (208, 240, 480V) DDBXD Dark bronze DBLXD Black DNAXD Natural DWHXD White Information EXAMPLE: MRP LED 42C A+ Capable options indicated by this color background. Capable This item is an A+ designed and tested appearance and system-level All ThisBrands’configurationsspecificationluminaireiscontrolsmarkedequippedluminairesluminairetophotocontrol This luminaire LIGHTING TYPES LINEAR PENDANT (8FT.) LINEAR PENDANT (4FT.) (8 (2X4 SITE LIGHTING (RE: SITE PLAN -RTZ 2) X 3 3/8" X 3/8" PEERLESS LIGHTING SQUARE LED DESIGN2SHIP -SQM4 (ASO) PEERLESS LIGHTING SQUARE LED DESIGN2SHIP -SQM4 (ASO) LITHONIA LIGHTING T SERIES LED -2TL 1/2" X 17" X 10 3/16" 125 LITHONIA LIGHTING ARCHITECTURAL WALL SCONCE -WST LED 18" X 32" 144" 115 PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, INCLUDING REPRODUCIBLE COPIES, OF THE ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN OCCUPANCY OF THE PROJECT. THE ARCHITECT'S DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS, DEFAULT UNDER THIS AGREEMENT, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. Project Number: ProjectDate: Architect: TEAM M+B LOUISIANA STATE UNIVERSITY SCHOOL OF http://design.lsu.edu/architecture/ARCHITECTURE ARCH 5001 -COMPREHENSIVEDESIGN 136 ATKINSON HALL LOUISIANA STATE UNIVERSITY BATON ROUGE, LA 70803 tel 225.578.6885

HIGH LUMEN LED LINEAR PENDANT

DFOR 3/4" SIDE-ENTRYNPT H W FOR BOLTS1/4"H

INTENDED USE —The T Series LED combines digital lighting and control technologies with a highperformance optical system to deliver general ambient lighting for many applications such as schools, offices and High-efficacyhospitals.lightengine delivers long life and excellent color, ensuring a superior quality lighting installation that is highly efficient and sustainable. Certain airborne contaminants can diminish the integrity of acrylic and/or polycarbonate. Click here for Acrylic-Polycarbonate Compatibility table for suitable uses. CONSTRUCTION — Housing formed from cold-rolled steel. Housing is painted after fabrication for superior finish. Smooth hemmed sides and smooth inward-formed end flanges, for easy handling. Standard extruded aluminum door frame has superior structural integrity with premium appearance and mitered corners. Door frame is painted after fabrication, standard. Powder-painted rotary cam latches provide easy, secure door closure. Integral T-bar clips are standard. Acrylic shielding material is 100% UV stabilized. OPTICS — Standard pattern #19 lens, 0.156" thick with highly transmissive overlay, is standard for superior brightness control. Overlay is 0.040" thick. Other lenses are available.

WARRANTY — 5-year limited warranty. Complete warranty terms located www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspxat

LED

Ordering

1/16" =11'-0" ELECTRICAL PLAN (REFLECTED CEILING PLAN) SRvosbmn

INSTALLATION — Drivers and internal components are accessible from floor. LED boards include plug-in connectors for easy replacement or servicing. Suitable for direct insulation contact. Suitable for damp location. LISTINGS — CSA certified to U.S. and Canadian standards. IC rated. DesignLights Consortium® (DLC) Premium qualified product. Not all versions of this product may be DLC Premium qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified.

PTNSL TypeNotesNumberCatalog DIMMABLE Capable Luminaire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and out-of-the-box control compatibility with simple commissioning.Allconfigurations of this luminaire meet the Acuity Brands’ specification for chromatic consistency This luminaire is part of an A+ Certified solution for nLight® or XPoint™ Wireless control networks marked by a shaded background To learn more about A+, visit www.acuitybrands.com/aplus *See ordering tree for details LED 2TL-2X4

building owners, retailers and light to emphasize areas of focus unparalleled uniformity and achieve technologies.aluminum allows for superior anodized finish is standard to resist modules are made from die-cast, zinc improved thermals over alternative iron phosphate pre-treatment acrylic. The lenses work together to improve light on task. Optical eliminated through the use of the optical chamber. high-efficiency driver(s) standard with 0-10V features OSRAM Duris E5 .25W chamber.and C22.2NO.250.0-08). For use temperatures from +5°C (+41°F) to +40°C product may be DLC qualified. to confirm which versions are located at: www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspxand application. conditions at 25 °C. CONFIGURATIONS LENGTH NOMINAL LUMENS WATTAGE Approximately equivalent 4' 3,500 40 2/32T8 or 1/54T5HO 8' 7,300 81 4/32T8 or 2/54T5HO LED Linear PTNSLLuminaire

FIG. 49 - Exterior Light Specifications (Lithonia)

LED

One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2011-2017 Acuity Brands Lighting, Inc. All rights reserved. Hit the Tab key or mouse over the page to see all interactive elements.

61 94

is for ROAM® or XPoint™ providing out-of-the-box simple commissioning, control options To learn more about visit www.acuitybrands.com/aplus 1. See ordering tree 2. A+ Certified Solutions of one ROAM node Link to Roam; Link 1 2 3 4 5 6 7 8 10 12 14 16 18 11 9 15 17 19 21 22 23 20 25 26 27 28 29 31 52 50 48 49 51 46 44 42 45 43 38 39 40 GDCBAEFHIJ 13 41 32 33 34 35 36 47 DD CC BB JJ GG FF EE KK L M N O P Q RS T U VW X K AA 24 HH II 30 L7 L7L7 L7 L7 L7 L7 L7 L7 L7 L7 L7 L5L5L7(4)(4) L5 (4)L5 (4) L5 (4) L5 (4) L5 (4) L5 (4)L5 (4)L5 (4) L5 (4) L5 (4) L5 (4) L5 (4) L5 (4) L5 (4) L6 L6 L6 L6L6 L7 L7 L7 L7 L7L7 L5 (4) L5 (4) L5 (4) L5 (4) L5 (4) L5 (4) L5 (4) L5 (4) L5 (4) L5 (4) L6L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6 L6L6 L6 L6 L6 L6 L1L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L6 L1 L1 L1L1L1L1L1L1L1L1L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1L1L1L1L1L1L1L1L1 L1L1L1L1L1 L1 L1L1L1L1L1 L1L1 L1 L1 L1L1 L1L1 L1 L1L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1L1 L2L2 L2 L2 L2 L2 L2 L2 L2L2L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L4L4L4L4L4 L4L4L4L4L4 L4 L4 L4L4 L4L4L4 L4L4 L4 TRANSFORMERELECTRICAL SUB. ELEC. SUB.ROOMELEC. ROOM ROOM (ABOVE) INTERIOR

FEATURES & SPECIFICATIONS

empo A AB B

PARKBAKER SCHOOLELEMENTARY RTZELECTRICAL03/21/201818-03-0170714LABAKER,BLVD.BAKER4500M+BPLANANDDETAILS15DESIGNDEVELOPMENT

3292018124958PM

Capable Luminaire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and system-level interoperability. • All configurations of this luminaire meet the Acuity Brands’ specification for chromatic consistency This luminaire is A+ Certified when ordered with DTL® controls marked by a shaded background. DTL DLL equipped luminaires meet the A+ specification for luminaire to photocontrol interoperability1 • This luminaire is part of an A+ Certified solution for ROAM® or XPoint™ Wireless control networks, providing out-of-the-box control compatibility with simple commissioning, when ordered with drivers and control options marked by a shaded background1 To learn more about A+, visit www.acuitybrands.com/aplus See ordering tree for details. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: Link to Roam; Link to DTL DLL MRP LED LED Area Luminaire Specifications TypeNotesNumberCatalog EPA: 1.125 ft (0.105 m Height:Luminaire 6-3/8” (16.2 cm) Height:Overall 32” (81.3 cm) Diameter: 18” (45.7 cm) (max):Weight 37.5 lbs (17 kg)

FIG. 47 - Linear LED Pendant Light Specification (Peerless)

Specifications Length: 48 (122.0) Width: 24 (61.0) Depth: 3-3/4 (9.5) 3-3/4(9.5 (61.024) All dimensions are inches (centimeters) unless otherwise noted.

HIGHLIGHTS •Design2Ship™Maximumorder

TypeNotesNumberCatalog

A linear LED pendant fixture is used throughout the school [FIG. 47] to supplement daylighting and maintain correct lighting levels [FIG. 50]. The fixture itself is EnergyStar rated and highly efficient, with an efficacy of 94 Lumens per Watt. Other fixtures include a linear LED pendant for the high-bay space of the gym [FIG. 48a], a 2’x4’ LED troffer light for the kitchen and restrooms [FIG. 48b], an exterior LED sconce [FIG. 49a], and LED site lighting [FIG. 49b]. All interior lights are equipped with daylight and occupancy sensing to reduce energy consumption. Exterior lighting is timed for evening hours and reduced to 25% from 12:00am-6:00am. STANDARD DISTRIBUTION 74% Up | 26% Down | HI/LO LUMEN PACKAGES 3500K only shown here. See Page 3 for all color temperatures. Indirect LED Output/ Direct LED Output Indirect/DirectI500LMF/500LMF Indirect/DirectI400LMF/900LMF Indirect/DirectI900LMF/400LMF Indirect/DirectI800LMF/800LMF Indirect Delivered Lumens Per Foot/ Direct LumensDeliveredPerFoot 448/448 370/862 923/395 816/816 Total LumensDeliveredPerFoot 896 1232 1318 1632 Input Watts Per Foot 9.5 14.7 15.3 20 Lumens Per Watt 94 84 86 82 SQM4 (ASO) qty of 500 linear feet • 5 business days from clean release of the order • Total System Integration features 5-year limited warranty by Acuity Brands covering all components and construction • 4’ and 8’ sections • Up to 88 lm/W • Four distributions available High performance batwing and stack distribution using injection molded optics Meets or exceeds IESNA standards for vertical illumination ideal for 3’ stacks to 7’ aisles Flicker-free dimming to dark (0.1%) powered by eldoLED® driver Optional dual circuit switching for independent dimming of indirect and direct light outputs. Integrated nLight® module for system networking (optional) Integrated sensor for daylight dimming and/or occupancy detection (optional)

This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and out-of-the-box control compatibility with simple commissioning. All configurations of this luminaire meet the Acuity Brands’ specification for chromatic consistency This luminaire is part of an A+ Certified solution for nLight® control networks when ordered with drivers marked by a shaded background* • This luminaire is part of an A+ Certified solution for nLight control networks, providing advanced control functionality at the luminaire level, when selection includes driver and control options marked by a shaded background* To learn more about A+, visit www.acuitybrands.com/aplus *See ordering tree for details

Testing was conducted at OCM Test Laboratories, Anaheim, California, May, 2006. Hot-only cabinets were preheated to 165˚F (74˚C) and filled with 12 full-sized pans of hot water. Energy consumption was measured for an 8-hour period, beginning after units were preheated and loaded. Doors of each cabinet were opened and closed simultaneously on a regular basis, as in normal use. Total energy usage of the Camtherm Cabinet was 38% less than the metal cabinet when consumption was measured for pre-heat, loading and 8-hour holding period. Save Electricity with Camtherm In an independent laboratory test, Camtherm was tested against same-capacity, leading metal cabinet for energy efficiency. The results: Over the course of 8 hours of holding, the Camtherm cabinet used 48% less electricity than the metal cabinet. Go Anywhere. Plug in Anywhere. Electrical Specifications Model Total Energy Consumption Over Hours Camtherm 2.06 kilowatt hours Difference 1.89 less Energy Efficient Than a Leading Metal Cabine Plug type amp draw 9.1 amps 13.7 amps Amps run on amps 13.2 amps Combi steamer

Project ApprovalQuantity____________________________________________________________________________________________________________________ 18301 St. Clair Ave. 1

EB10.20C4eD

Loading capacity Max. number of food containers Unit has 11 slide rails; rail spacing 2.68" Steam table (12"x20"x1") 20 Steam table (12"x20"x2.5") 20 Wire shelves, full size (20"x26") 10 Sheet full size (18"x26")* 10 Sheet pans, half size (12"x20")* 20 Frying baskets, half size (12"x20") 20 (optional plate rack) loading weight Electricalrequired.supply 208V 3PH 60Hz 240V 3PH 60Hz Rated power consumption 27.4 36.3 kW Rated current 76.1 87.5 A supply gauge 3/2 rating power Conductorsupplyconsumptiongaugeinsulationrating 194°F 90°C Water connections Water supply Water supply Two 3/4'' D. GHT M (garden hose adapter). appliance designed permanent hookup water supply that nect ing hose with minimum diameter of Flow pressure bar Drain Drain version Permanent hookup (rec mend trap Type shaped dard) Slope drainpipe (2°) Water quality connection A* for boiler, cleaning, requirements Drinking typically ppmppm (4 gpg) pH ppm (free ppm (sulfate) ppm Fe (iron) 0.1 SiO (silica) 13 NH Cl (monochloramine) 0.4 Temperature 104°F 40°C See connection positions diagram, owner/operator/purchaser2. quality requirements original equipment warranty

NAME PLUG LOAD DENSITY (W/FT2) AREA (FT2) TOTAL PLUG LOAD (W) Cafeteria 0.4 5200 2080 Classrooms 0.8 8900 7120 Art Room 3.7 920 3404 Music Room 0.8 900 720 Multi-Purpose Room 0.8 950 760 Collaborative Learning 0.8 4300 3440 Gym/Auditorium 0.1 5900 590 Kitchen 14 1200 16800 Media Center 0.3 2100 630 Corridor/Lobby 0 7000 0 Administrative Offices 0.3 2100 630 Mechanical Rooms 0 1900 0 Restrooms 0 1700 0 Electrical / IT 288 TOTAL: 36,174 18 ABC D

% More48

SPECIFICATIONS Single section, electric convection oven, Vulcan Model No. (VC3ED). Stainless steel front, sides and top. Painted legs. Independently operated removable stainless doors with double pane windows. Non-sag insulation applied to top, rear, sides, bottom. Porcelain enamel on steel oven interior measures 29"w x 22 "d x 20"h. One interior oven light. Five nickel plated oven racks measure 28 " x 20 ". Eleven position nickel plated rack guides with positive rack stops. Heated by electric solid sheath elements rated at 12.0 KW. Furnished with a two speed H.P. oven blower motor. Oven cool switch for rapid cool down. 208/240V 60Hz 1 or 3 phase. Exterior Dimensions: 40"w x 40 "d (includes motor & door handles) 37"d (includes motor only) 54"h on 23 " legs (add 2" if on casters)

STANDARD FEATURES ■ Solid state temperature controls from 150° to 500°F. ■ 60 minute timer with audible alarm. ■ Stainless steel front, sides and top. ■ Painted Independentlylegs. operated removable stainless steel doors with double pane windows. ■ 12.5 total KW. ■ H.P. two speed oven blower-motor. ■ Moisture vent. ■ Oven cool switch for rapid cool down. Porcelain enamel on steel oven interior. ■ Five nickel plated oven racks with eleven rack positions. ■ One year limited parts and labor warranty. ■ Three year limited warranty on doors. OPTIONS Stainless steel legs. 480V/60Casters. Hz/1 or 3 phase. Second year extended limited parts and labor warranty. ACCESSORIES Stainless steel rear motor enclosure. Extra oven rack(s). Rack Stainlesshanger(s).steeldrip pan. Stainless steel open stand with adjustable rack supports, stainless steel shelf and choice of adjustable feet or Down draft flue diverter for direct vent connection. Heat shields for oven sides. Capacity Electrical specifications Water 310.20C4eDEB

ConvothermModel 4 easyDial 11easyDialsliderails Right-hingedBoilerElectrical door KeyACS+featuresoperatingmodes: Steam, combi-steam, hot air Crisp&Tasty moisture-removal settings BakePro levels of traditional baking HumidityPro humidity settings Controllable fan - 5 speed settings easyDial: all functions are set in one operating level Semi-automatic cleaning system USBHygienicCareportintegrated in the control panel TriColor indicator ring indicates the current operating status Steam generated by high-performance boiler outside the cooking Right-hingedchamberdoor Standard features ACS+ (Advanced Closed System +) operating modes: Steam (86-266°F) with guaranteed steam saturation Combi-steam (86-482°F) with automatic humidity Hotadjustmentair(86-482°F) with optimized heat transfer HygienicCare food safety provided by antibacterial surfaces: easyDial control panel Door handle and recoil hand shower easyDial user Convotherminterface:Dial(C-Dial) central control unit Digital Rethermingdisplayfunction retherm products to peak quality 99 cooking profiles each containing up to steps Multi-point core temperature probe Door handle with safety latch and slam function Data storage for HACCP and pasteurization figures

OptionsConvoClean fully automatic cleaning system with optional single-dose dispensing Steam and vapor removal built-in condenser (upon request) Disappearing door more space and added safety (see page 2) Marine version (see separate data sheet) Ethernet port (LAN) Available in various voltages Sous-vide probe, external connection Core temperature probe, external connection AccessoriesConvoLinkHACCP and cooking-profile management PC Signalsoftwaretower indicates the operating status from distance Banquet system (optionally as a package or individually): Plate rack, mobile shelf rack, transport trolley, thermal cover Equipment stands in various sizes and designs Racks for cooking and baking Stacking kits Cleaning products for the fully automatic ConvoClean cleaning system and the semi-automatic cleaning system KNLZ listed for ventless operation, local codes prevail as in NFPA 96-1994 OVENS Item # C.S.I. Section 11420 VC3E SERIES SINGLE DECK ELECTRIC CONVECTION OVEN Model VC3ED Shown with optional legs & casters

3 4 5 6 DE KITCHEN 521264 SF CAFETERIA 3382 SF PORCHPUBLIC 20' - 0" 20' - 0" 20' - 0" 0"-20' 18 STOR.DRY 65 W6 W6 W6W6 W3 W3 64.5 64.264.364.4 65.1 64.1 3 COMPARTMENT SINK OVERHEAD HOOD VENT COMMERCIAL STOVE FOOD SERVING STATIONS SHELVES CASHIER COMMERCIAL FOODPREPHEATERSTABLEPREP TABLEPREP TABLE 3 COMPARTMENT SINK HAND WASHING STATION CIRCULATION MIXER KITCHEN 64 CEILINGSWALLSFLOORS FRPEPXYPANEL DRY STORAGE 65 CEILINGSWALLSFLOORS SUS.GYP.EPXYBDLAM.A.C.T. MECHANICAL: 70-TON SPLIT SYSTEM CONDENSER/COMPRESSOR & 70-TON SPLIT SYSTEM AIR HANDLER SUS.A.C.T.LAM. MECHANICAL: 70-TON SPLIT SYSTEM CONDENSER/COMPRESSOR & 70-TON SPLIT SYSTEM AIR HANDLER Project Number: ProjectDate: RTZPARKBAKERArchitect:ELEMENTARYSCHOOLFFEPLANDETAILS1/4" =31'-0" CLASSROOM, TYP. 1/4" =21'-0" KITCHEN FIG. 51 - Enlarged Kitchen Equipment Plan FIG. 52 - Selected EnergyStar Kitchen Appliance Specifications FIG. 53 - Approximated Plug Loads for Appliances per Space (NREL) Specifications subject to change without notice. Chart dimensions rounded up to the nearest 1/8 (millimeters rounded up to next whole number) ROUGH-IN DATA Model: TRUE FOOD EQUIPMENT,SERVICEINC. Project ItemLocation:Name:#: Qty: Model #: AIA # SIS # Printed in U.S.A. 2001 East Terra Lane • O’Fallon, Missouri 63366-4434 (636)240-2400 Fax (636)272-2408 • Toll Free (800)325-6152 • Intl Fax# (001)636-272-7546 Parts Dept. (800)424-TRUE • Parts Dept. Fax# (636)272-9471 www.truemfg.com T-49-HC T-Series: Reach-In Solid Swing Door Refrigerator with Hydrocarbon Refrigerant T-49-HC Model Doors Shelves Cabinet(inches)Dimensions(mm) HP Voltage Amps Config. (totalLengthft.)(totalm) Weight(lbs.)(kg)W D H* T-49-HC 2 6 541/8 291/2 783/8 1/2 115/60/1 5.4 5-15P 400 Height does not include 5" (127 mm) for castors or 6" (153 mm) for optional legs. ▲ Plug type varies by country.  True’s solid door reach-in’s are designed with enduring quality that protects your long term  Designed using the highest quality materials and components to provide the user with colder product temperatures, lower utility costs, exceptional food safety and the best value in today’s food service marketplace.  Factory engineered, self-contained, capillary tube system using environmentally friendly R290 hydro carbon refrigerant that has zero (0) ozone depletion potential (ODP), three (3) global warming potential (GWP).  High capacity, factory balanced refrigeration system that maintains cabinet temperatures of 33°F to 38°F (.5°C to 3.3°C) for the best in food preservation.  Adjustable, heavy duty PVC coated shelves.  Positive seal self-closing doors. Lifetime guaranteed door hinges and torsion type closure system. Bottom mounted units feature:  ”No stoop” lower shelf.  Storage on top of cabinet.  Compressor performs in coolest, most grease free area of kitchen.  Easily accessible condenser coil for cleaning. Besides HVAC systems, the largest energy usage of schools in hot, humid climates is attributed to kitchen equipment [FIG. 51]. In response, EnergyStar appliances were selected for Baker Park Elementary to ensure energyefficiency in the school’s food production. The largest pieces of equipment include a combi oven, convection oven, and electric griddle [FIG. 52a], a refrigerated holding cabinet [FIG. 52b], a heated holding cabinet [FIG. 52c], and an exhaust hood with dedicated makeup air [FIG. 52d]. Additionally, a walk-in cooler and freezer unit is provided adjacent to the loading dock for food storage. In terms of overall plug loads, the suggested densities from NREL’s Technical Feasibility Study for Zero Energy Schools was adjusted to the proposed square footage of the design [FIG. 53]. Again, these loads are achieved by specifying EnergyStar appliances for the various technologies used throughout the school such as laptop computers and projectors. The servers and other data equipment required for Internet access and connectivity within the school are housed within two I.T. closets located on the eastern and western ends of the building.

ENERGY ANALYSIS

FIG. 54 - Building Summary, Results Summarized from Revised Energy Analysis

1 - U.S. Department of Energy National Renewable Energy Laboratory, “Technical Feasibility Study for Zero Energy K-12 Schools.”

A thorough energy analysis utilizing NREL’s Open Studio Program, Autodesk’s Revit Insight Program, and advice from our engineering consultants articulated the energy usage of the Baker Park Elementary School Design. As summarized in the table below [FIG. 54], the arrived EUI from the initial energy analysis is 19.75 kBTU per square foot. This number is then offset by on-site renewable energy generation through the photovoltaic array, which has a maximum capacity of 30 EUI. Evidenced by the cooling and heating loads by month in Baker’s 2A climate zone [FIG. 55], a majority of energy used by the school is to condition the interior spaces, with dehumidification as a top priority. Therefore, energy efficient HVAC systems were selected to keep the total EUI of the system at approximately 7 kBTU per square foot [FIG. 56]. Again referencing NREL’s Technical Feasibility Study for Zero Energy K-12 Schools1, energy targets per space type were selected based on the school’s program distribution [FIG. 57].

INFORMATION VALUE UNITS Building Name Baker Park Elementary Net site Energy 952,740 kBTU Gross Floor Area 48,240 ft2 EUI 19.75 kBTU/ft2 Renewable energy generated on-site 490,781 kWh/Yr Annual Delivered Energy 410,666 kWh/Yr Photovoltaic Array Coverage 17,930 ft2 Roof Area 53,900 ft2 Amount of Roof Covered in PV Array 33.27% PV Array Size 346.05 kW Window to Wall Ratio 29% Amount of SF that is Daylit 67% Average Monthly Utility Costs $2,823 19

FIG. 55 - HVAC Load Profiles, Results Summarized from Revised Energy Analysis

FIG. 56 - End Use Consumption Distribution, Results Summarized from Revised Energy Analysis FIG. 57 - Space Types, Results Summarized from Revised Energy Analysis END USE CONSUMPTION EUI (kBTU/ft2) Heating 0.25 Cooling 4.00 Interior Lighting 4.00 Exterior Lighting 0.50 Interior Equipment 5.50 Fans 2.75 Pumps 0.75 Water Systems 0.75 Refridgeration 1.25 TOTAL 19.75 NAME NET FLOOR AREA (SF) Cafeteria 5,212 Classroom 9,007 Collab. Learning (indoor) 7,253 Collab. Learning (outdoor) 2,585 Corridor 1,040 Gym/Auditorium 5,974 Kitchen 1,218 Media Center 2,171 Lobby 4,278 Adminstrative Offices 2,750 Mechanical 578 Storage 882 RR 1,730 Electrical / IT 288 NET TOTAL SF 42,381 20

Project

WALLROOF FLOOR(EXTERIOR)

ProjectDate:

136

PARKBAKER SCHOOLELEMENTARY DEVELOPMENTBUILDING03/21/201818-03-0170714LABAKER,BLVD.BAKER4500M+BDESIGNRevsons/Submsson

supported by LG Group’s rich experience semi-conductor, LCD, chemistry, and materials industry. We successfully released first Mono X® series to the market in 2010, which were exported to 32 countries industry.

LG now offer 25 years product warranty to accommodate performance warranty as well. LG NeON® has an enhanced performance warranty. After 25 years, LG NeON® R is guaranteed at least 87.0% of initial performance.

R-VALUES

RESISTIVELIQUID-APPLIEDREQ.WEATHERBARRIERVRFAIRHANDLINGUNITWOODCOLUMNBEYOND5/8"GYP.BD.BORATE-TREATEDCELLULOSEINSULATION2x6WOODSTUDADVANCEDFRAMING3/4"FIRE-RATEDEXTERIORGYP.SHEATHING(2)1"EXTRUDEDPOLYSTYRENEBOARDSLIQUID-APPLIEDWEATHERRESISTIVEBARRIERZ-CHANNELSTIEDBACKTOSUBSTRATE@24"O.C.VERT.FIBERCEMENTBOARDGLU-LAMBEAMFLASHING 48 3020

°C -0.30

The primary energy generation strategy for Baker Park Elementary School is the incorporation of photovoltaic panels on the south-facing roofs [FIG. 59]. The panels themselves are attached to the roof via a steel structure that doubles as a shading device to keep the building envelope cool [FIGS. 58, 60]. The total area of PV panels generates enough energy to power the school with extra capacity in the event of changes to the school’s loads [FIG. 61].

Enhan ed Warranty High P er Output Aesthetic Roof Outstanding Durability Bet Performan e on a Sunny D y LG360Q1C-A5 About LG Elect oni 60 cell Near Zero LID (Light Induced Degradation)

LG NeON® R now performs better on sunny days thanks to its improved temperature coefficient.

21

LG NeON® R is new powerful product with global top level performance. Applied new cell structure without electrodes on the front, LG NeON® maximized the utilization of light and enhanced its reliability. LG NeON® R demonstrates LG’s efforts to increase customer’s values beyond efficiency. It features enhanced warranty, durability, performance under real environment, and aesthetic design suitable for roofs.

Characteristic Curves No th Amer ca So ar Business Team LG Electronics U.S.A. Inc 1000 Syl A e, Englewood Cliffs, NJ 07632 Contact: lg.so ar@lge. www.lgso arusa.com Copyright © 2017 LG Electronics. All rights eserved. 01/01/2017 Innovat on for a Better L fe Electrical Properties (NOCT*) MaximumModule Power (Pmax) MPP Voltage (Vmpp) MPP Current (Impp) Open Circuit Voltage (Voc) Short Circuit Current (Isc) * NOCT (Nominal Operating Cell Temperature): Ir adiance 800 W/m ambient emperature 20 °C, wind speed 1 m/s Electrical Properties (STC *) MaximumModule Power (Pmax) MPP Voltage (Vmpp) MPP Current (Impp) Open Circuit Voltage (Voc) Module Efficiency Operating Temperature Maximum System Voltage Maximum Series Fuse Rating 100020 Mechanical Properties Cells Cell Type Cell DimensionsDimensions(Lx W x H) Front Load Rear WeightLoad Connector Type Junction Box Length of Cables FrameGlass 6 x Monocrystalline10 / N-type 161.7 x 161.7 mm / 6 inches 1700 x 1016 x 40 mm 6,000Pa / 125 psf 5,400Pa / 113 psf 18.5 kg / 40.79 lb IP68MC4 with 3 Bypass Drain holes(4ea) 66.91700 Cable Length 43.31100 1.640 ong Side Amer ca Solar Business Team LG Elect onics U.S.A. Inc 1000 Sylvan Ave, Englewood Cliffs, NJ 07632 Contact: lg.so ar@lge.com www.lgso arusa.com Copyright © 2017 LG Electronics. All rights reserved. 01/01/2017 nnovation for a Better L fe 3 %/°C -0.24 %/°C 0.04 %/°C Voltage (V)10.006.002.008.004.000.00 10.00 30.0020.00 40.0015.00 35.0025.00 45.005.00 (A)entCur Tempe atu e (°C) PVIsc11140600020204080040 900 2525 50 75 (%)maxPVIsc,oc, DS-T1-72-W-G-P-EN-60630*The distance be ween (2)(HIGH-E)1"EXTRUDED STANDING SEAM MTL. ROOF 2x10FIBERMTL.RAFTERSFLASHINGCEMENT BOARD SOFFIT BORATE-TREATED CELLULOSE BLOCKINGINSULATIONAS

Diodes 1000 mm x 2 ea High Transmission Tempered Glass Anodized Aluminium Temperature Characteristics IscVPmppNOCToc 44 ± 3 °C -0.30 %/°C -0.24 %/°C 0.04 %/°C Module Fire Performance (USA) Product Warranty Output Warranty of Pmax IEC 61215, IEC 61730-1/-2 UL IEC170361701 (Salt mist corrosion test) IEC 62716 (Ammonia corrosion test) Type 1 25 Linearyearswarranty** **1) First 5 years 95%, 2) After 5th year 0.4% annual degradation, 3) 25 years 87.0% Dimensions (mm/in) Fire Resistance Class (CANADA) Class C (ULC / ORD C1703) Certifications and Warranty Voltage (V)10.006.002.008.004.000.00 10.00 30.0020.00 40.0015.00 35.0025.00 45.005.00 (A)entCur empe (°C) PVIscocmax1114060002020080 40 900 2525 50 75 (%)maxPVIsc,oc, ISO 9001 Power Tolerance (%) -40 ~ 20.8+90 360 010.7942.79.8736.5360~+3 * STC (Standard Test Condition): Irradiance 1,000 W/m², Ambient Temperature 25 °C, AM 1.5 * The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion. * The typical change in module efficiency at 200 W/m² in relation to 1000 W/m² is -2.0%. Short Circuit Current (Isc) DS-T1-72-W-G-P-EN-60630 LG360Q1C-A5 Cell Vendor LG 8.69 360 40.27.4536.4271 * The distance be ween the cen er o the mounting/g ounding holes. 66.93 x 40.0 x 1.57 inch 12.00 40 1.6 7.9200 4.1105 8.2 Mounting0.3holes (8ea) 4.3 Grounding0.2 holes(4ea)

LG NeON® R has been designed with aesthetics in mind: no electrode on the front that makes new product more aesthetic. LG NeON® R can increase the value of property with its modern design.

racteristic Curves North

the center o the mounting/g ounding holes. 12.00 7.9200 4.1105 Ø 8.2 Mounting0.3holes (8ea) Ø 4.3 Grounding0.2 holes(4ea) Drain holes(4ea) 4.0 x 5.5 0.2 x 0.2 Drain holes(4ea) 976 38.4 66.91700 side)long(Size51.21300 Junction box 1000 39.4 Cable Length 43.31100 29 1.1 1.640 29 1.1 1.640 ong Side ame Sho Side ame FIG. 61 - Energy Output from PV Panels (PV Watts Calculator) FIG. 59 - Photovoltaic Panel Specification (LG) FIG. 60 - Wall Section Showing PV Panel Attachment FIG. 58 - Photovoltaic Panel Attachment Structure Example (Unistrut) GUTTER/DOWNSPOUTSTRUCTURE LEVEL 1 6'GRADE0"0'-0"ELEVATED FOUNDATION, RE: TYP. DETAILFOUNDATION(1/RTZ10) INTERIOR EXTERIOR PHOTOVOLTAIC PANELS, RE: SITE PLAN (1/RTZ 2) GALVANIZED STEEL ADJUSTABLE TRELLIS SYSTEM PARALLEL TO ROOF SLOPE ELECTRICITY CONVERSION JUNCTION BOX 12"MIN 1" 12" SOLID STEEL TUBE W/ STEEL BASE PLATE BOLTED TO GLU-LAMSTANDING-SEAMSTRUCTURE MTL. ROOF

POLYSTYRENE MTL.BOARDSFACIA TO MATCH

Temperature Characteristics IscVPmppNOCToc 44 ±

Innovation for a Better Life

The n-type cells used in LG NeON® R have almost no boron, which may cause the initial performance degradation, leading to less LID.

The LG NeON® R has been designed to significantly enhance its output making it efficient even in limited space. With its newly reinforced frame design, LG NeON® R can endure front load up to 6000 Pa, and a rear load up to 5400 Pa.

THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS OTHERWISE PROVIDED, THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING REPRODUCIBLE COPIES, OF THE ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN CONNECTION WITH THE OWNER'S USE AND OCCUPANCY OF THE PROJECT. THE ARCHITECT'S DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS, UNLESS THE ARCHITECT IS ADJUDGED TO BE IN DEFAULT UNDER THIS AGREEMENT, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. Number: Architect: TEAM M+B LOUISIANA STATE UNIVERSITY SCHOOL OF http://design.lsu.edu/architecture/ARCHITECTURE ARCH 5001 -COMPREHENSIVEDESIGN ATKINSON HALL LOUISIANA STATE UNIVERSITY BATON ROUGE, LA 70803 tel 225.578.6885

A limited number of materials were chosen that are highly versatile, appropriate for the climate zone, and familiar in the region to lower unit costs and ensure proper construction.Glu-lammembers were chosen as the primary structural support for the design for their robust capabilities and environmental efficiency. The versatility of glu-lams allows the same material to be used for beams and columns in interior and exterior applications, achieving an economy of scale. These custom members maintain significantly low material losses (3%) as compared to traditional lumber.1 Similarly, increased material strength allows for increased span and fewer columns and pilings. Off-site fabrication ensures dimensional accuracy and reduces installation time and related costs. Standard AITC construction details reduce mistakes on the engineered timber construction that requires less skilled labor than comparable steel assemblies. Installations have been found to maintain their beauty and dimensional consistency, eliminating the need for extensive maintenance.2

STANDING SEAM METAL ROOF AND GREEN ROOF GALVANIZED HSS CANOPIES

22

Assembly Axon

2X10

CONSTRUCTABILITY

FOUDNATION TOTAL

2X10 WOODEN

NTS STRUCTURAL

CUSTOM

Heavy Timber and Engineered Wood constructions are inherently fire resistant and maintain their strength for longer than metal when exposed to fire. Whereas steel construction typically loses 90% of strength in 30 minutes, wood only loses 25% of its strength.3 Thus, the proposed glue-laminated structures performed markedly better than most unprotected “non-combustible” construction. Fire fighting in such structures is simplified with exposed members and increased structural integrity. In terms of construction schedule [FIG. 62], the custom timber structure will be pre-fabricated off-site while the sitework is completed. After the pile foundations are installed, the glu-lam columns will be erected, followed by the floor and roof glu-lam beams. An advanced wood framing system of 2x10 floor joists, 2x6 wall studs, and 2x10 roof rafters will infill the glu-lam framework [FIG. 63]. The advanced framing system reduces material costs and standardizes construction on a two-foot module. This framing will be sheathed in fire-rated gypsum board ,followed by the control layers. The walls and roofs are then faced with rigid insulation, while the floor will be insulated with closed-cell spray foam. The assemblies are then clad with durable exterior finishes such as fiber-cement siding, brick, wood panels, standing-seam metal, and over the flat roofs,Lastly,vegetation.asecondary structure of galvanized hollowstructural steel is attached to the roof to support the photovoltaic array.

FLOOR

3 CONCRETE

1"/12" 1" /12 1"/12" 12" 1"/12" 2"/12" 1"/12" 12"/2"1"12" 1"/12" 2"/12" AXONS PILE ASSEMBLY WITH PV ARRAY JOISTS AND DECK SHEATHING GLU LAM STRUCTURE WOODEN RAFTERS

FIG. 63 - Floor and Roof Framing Plans 12"2" 1"/12" 1 /12" 1"/12" 1"/12"12"1" 1" /12 1" / 12" 1" / 12" 12"1"12"1" 12"1"12"2" 2"/12" 1"/12" 2"/12" 1"/12" 2"/12" 1"/12" 2"/12" 1"/12" 12"2"1"12" 1"/12" 2"/12" /329/2018124040PM 1/32" =11'-0" FLOOR FRAMING PLAN 1/32" =21'-0" ROOF FRAMING PLAN 23 64 65

3 - American Institute of Timber Construction, “Superior Fire Resistance”

Structurally, loads are carried to the ground via the glu-lam columns and beams which attach to concrete pile caps. The concrete of the caps rises above grade to keep the wooden members from decay by the saturated soils. A capillary break is created by the metal connector between the concrete and the wood. Responding to the vernacular of open, elevated foundations in Louisiana, the detail above gracefully elevates the school above floodwaters [FIG. 64].

LEVEL 1 6'GRADE0"0'-0"10"5' CONCRETEEND-BEARINGPILES 11"0'11"-1'0"1'0"1' 6"0' 4' - 0" 1' - 0" 11"1' #5 REBAR @ 6"

4 - Construction Specifier, “Planning a Solar-Ready Roof” standing-seam-metal-assemblies/constructionspecifier.com/planning-solar-ready-roof-advantages-with-(https://www.

FRAMING 2x6 WOOD STUD ADVANCED FRAMING 2x6 BASE Z-CHANNELSBLOCKINGTIEDBACK TO SUBSTRATE @ 24" O.C. VERT.

3/4" FIRE-RATED EXTERIOR GYP. SHEATHING R-VALUES 48ROOF WALLGREEN(TYP.)ROOF(EXTERIOR) 4930 WALL (INTERIOR) 14

Project Number: ProjectDate: Architect: TEAM M+B LOUISIANA STATE UNIVERSITY SCHOOL OF http://design.lsu.edu/architecture/ARCHITECTURE ARCH 5001 -COMPREHENSIVEDESIGN 136 ATKINSON HALL LOUISIANA STATE UNIVERSITY BATON ROUGE, LA 70803 tel 225.578.6885

PARKBAKER SCHOOLELEMENTARY RTZSECTION03/21/201818-03-0170714LABAKER,BLVD.BAKER4500M+BDETAILS10DESIGNDEVELOPMENT1 1/2" =41'-0" ROOF DETAIL SRevsonsubmsson R-VALUE: 55 R-VALUE: 48 R-VALUE: 25 24

)

2 - American Institute of Timber Construction, “Glulam” (http://www. aitc-glulam.org/glulam.asp)

R-VALUES

1 - Bullit Center, “Wood as a Responsible Building Material” material/www.bullittcenter.org/2012/05/30/fsc-wood-as-a-responsible-building-(http://

THE DRAWINGS, SPECIFICATIONS AND OTHER PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS OTHERWISE PROVIDED, THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING REPRODUCIBLE COPIES, OF THE ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN CONNECTION WITH THE OWNER'S USE AND OCCUPANCY OF THE PROJECT. THE ARCHITECT'S DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS, UNLESS THE ARCHITECT IS ADJUDGED TO BE IN DEFAULT UNDER THIS AGREEMENT, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT.

5 - Metal Construction Association, “Technical Resources” (http://www. metalconstruction.org/)

3/4"CELLULOSESPACERSPLYWOODINSULATIONFIRE-RATEDEXTERIOR GYP. SHEATHING 5/8" GYP. BD. (2) 1" EXTRUDED POLYSTYRENE LIQUID-APPLIEDBOARDS WEATHER RESISTIVE BARRIER FIBER CEMENT BOARD METAL GRAVELFLASHINGMAINTENANCE PATH GREENROOF SYSTEM: RE: 3/RTZ 10 2x10 2x65/8"2x4GLU-LAMBATT.BATT.RAFTERSINSULATIONINSULATIONBEAMBLOCKINGGYP.BD.WOODSTUDADVANCED

)

With a life-span estimated to reach up to 60 years, the metal roofing will far outlast the PV array, and not require the PV panels to be removed for roof maintenance as is typical.5

1

FIG. 65 - Foundation to Floor Section DetailFIG. 64 - Roof Section Detail

Standardized details, such as the foundation connections and roof assemblies, facilitate ease of construction and decrease unit cost.

With an extensive roof coverage, the standing seam metal roof was chosen for its thermal performance and durability. Coated in a high-emissivity paint, heat is reflected rather than absorbed, reducing heat loads within the building. Thus, the material is used in the standard roofing condition as well as support for the photovoltaic array.4

R-VALUES GREEN 143201810:59:13AM 1

As depicted in the roof section detail above [FIG. 63], this metal roof assembly seamlessly transitions to the vegetated roof through adequate flashing to ensure water does not penetrate the building envelope.

FINISHGYP.3/4"INSULATIONCLOSED-CELL2x10WOODWOODCOLUMNMTL.INTOMTL.ANDCONCRETECAST-IN-PLACEO.C.FOOTINGPIERBASEPLATEBOLTEDCONCRETEPILECAPBOLTSTHROUGHCOLUMNGLU-LAMBEAMFLOORJOISTS@24"O.C.SPRAY-FOAMFIRE-RATEDEXTERIORSHEATHINGFLOORMATERIAL

RIM JOIST (3) 2x10s W/ 1/2" PLYWOOD FLASHING FOR DRAINAGE FIBER CEMENT BOARD Z-CHANNELS TIED BACK TO SUBSTRATE @ 24" O.C. VERT. 1 1/2" THERMAL AIR GAP LIQUID-APPLIED WEATHER RESISTIVE BARRIER (2) 1" EXTRUDED POLYSYRENE BOARDS 3/4" FIRE-RATED EXTERIOR GYP. SHEATHING 2x6 ADVANCED FRAMING 4" RUBBER BASE 5/8" GYP. BD. MTL. BRACING W/ BOLTS FOR GLU-LAM BEAMS 4"-0' CONT. INSECT/RODENT MTL. SCREEN PROTECTOR INSECT/RODENT MTL. SCREEN PROTECTOR MIN.0"1' BORATE-TREATED CELLULOSE INSULATION 2' 6" BASE FLOOD ELEVATION IRRIGATION5" WALL FLOOR(EXTERIOR) 3020 1/2" =11'-0" TYP. FOUNDATION TO FLOOR DETAIL 1/2" =31'-0" 1 1/2" =21'-0" MEDIUMMEMBRANERAFTERSSYSTEMFASTENERSAT12" O.C. MEMBRAME FIRE-RATEDFLASHINGSHEATHINGCONTINUOUSFLASHINGCLEATGRAVELEDGE@32"O.C.PLATEGYP.BD.ADV.FRAMINGEXTERIORSHEATHINGBEAMEXTRUDEDPOLYSTYRENE BOARDSBORATE-TREATEDCLADDINGGAP CELLULOSE INSULATION MIN CLERESTORY16'ROOF-0"SILL20'-6" 2x10 STANDINGRIGIDRAFTERSINSULATIONSEAMMTL. ROOF MTL. FACIA TO MATCH STANDING SEAM MTL ROOF. HARIE PANEL SOFFIT GLU-LAM BEAM (3) 2x10 RAFTERS W/ 1/2" PLYWOOD SPACERS (3) 2x10 RAFTERS W/ 1/2"

In assessing the cost of the design of Baker Park Elementary [FIG. 66], it was important to recognize the investment over the lifetime of the building, not just the initial construction. The two largest components of this investment are the systems necessary to achieve net-zero energy, and the elevated foundation which decreases the threat of flood damage. These two factors save the Baker School District money in the long term. Baker Park Elementary’s focus on flood-resilient construction systems decreases replacement and mitigation costs over the lifetime of the building. After major flooding in 2016, Baker has been forced to move students while they renovate and rebuild Baker High School. This project that rebuilds 6 buildings and renovates 4, with an estimated cost of $22.7 million, will still not open the school for 3 years after the flood.1 By planning for inevitable flooding and building a school that can withstand major weather events, the city will evade the expensive costs of rebuilding in the future.Asignificant portion of the cost develops the pile foundations that raise the building safely above the base flood elevation in a soil with low bearing capacity. Unlike a slab-on-grade foundation, the pile foundation does not require any material replacement after a flood event. In contrast, a slab-on-fill foundation achieves a higher elevation at the increased cost of importing fill, yet the building often settles over time and the stormwater runoff is forced toward lower-lying surroundings. Cost savings are also achieved through material efficiencies. The glu-lam structural system functions as the necessary finish material on interior and exterior, structural fire resistance, aesthetic identifier, and visible educational opportunity. Additionally, the glu-lam structure, among other primary materials, inherently have a long maintenance-free lifespan. Likewise, the floor plan maximizes the function of each space. Compared to traditional layouts, the classrooms are 20% smaller, and other spaces, such as the “corridor” are modified to accommodate several different programs as 1needed.-TheAdvocate, “Six of Baker High’s 10 Buildings to be Razed as Plans Proceed on Flood-Damaged Schools” a8d9-6bfe2796c45a.htmlbaton_rouge/news/communities/baker/article_9d8e158e-c27a-11e7-(http://www.theadvocate.com/ ) $         4,297,428.70 $       3,945,093.84 Substructure $            471,115.79 $           403,098.00 Shell $         7,204,161.60 $       5,562,611.02 Interiors $            946,468.80 $           809,230.82 Services $         3,380,659.20 $       2,222,933.45 $            178,488.00 $           154,719.16 $            643,796.00 $           556,860.00 $            604,775.30 $           605,152.10

Total Construction Costs $       13,429,464.69 $     10,314,604.55

FINANCIAL ANALYSIS FIG. 66 -

Sq. Ft 48,240 State Louisiana City Baker Cost per Square Foot $                    213.82 Location Factor compared to National Avg: 85.50% Construction Cost Summary Project Summary Elementary School SubstructureShell Interior FurnishingsServicesEquip.&Special Construc�on 54% 22% 8% 6% 4% 5%1% Building Sitework $214 / SFSubstructureShell Interior FurnishingsServicesEquip.&Special Construc�on 54% 22% 8% 6% 4% 5%1% Building Sitework $214 / SF FLOOD REMEDIATION COST FLOOD�RESISTANT CONSTRUCTION $214 / SF$235 / SF SubstructureShell Interior FurnishingsServicesEquip.&Special Construc�on 54% 22% 8% 6% 4% 5%1% Building Sitework $214 / SF FLOOD REMEDIATION COST FLOOD�RESISTANT CONSTRUCTION $214 / SF$235 / SF Flood Remediation Cost (estimate from Baker High School, 2017) Flood-Hardy Construction Cost 25

Building Sitework

Total Project Costs

Construction Cost Summary Project Summary Elementary School M+B Contest Category  Elementary School RSMeans EstimateTeam Estimate

Special Construction

Equipment & Furnishings $            178,488.00 $           154,719.16

General Requirements  $         4,297,428.70 $       3,945,093.84 Substructure $            471,115.79 $           403,098.00 Shell $         7,204,161.60 $       5,562,611.02 Interiors $            946,468.80 $           809,230.82 Services $         3,380,659.20 $       2,222,933.45

Team Name

Special Construction $            643,796.00 $           556,860.00 $            604,775.30 $           605,152.10

Total Construction Costs $     10,314,604.55 $       17,726,893.39 $     14,259,698.39

Equipment & Furnishings

$       13,429,464.69

Team Name M+B Contest Category  Elementary School RSMeans EstimateTeam Estimate General Requirements

Building Sitework

Total Project Costs $       17,726,893.39 $     14,259,698.39 Sq. Ft 48,240 State Louisiana City Baker Cost per Square Foot $                    213.82 Location Factor compared to Natio 85.50%

Financial Analysis Summary

2x10 STANDINGRIGIDRAFTERSINSULATIONSEAMMTL. ROOF MTL. FACIA TO MATCH STANDING SEAM MTL ROOF. HARIE PANEL SOFFIT GLU-LAM BEAM (3) 2x10 RAFTERS W/ 1/2" PLYWOOD SPACERS (3) 2x10 RAFTERS W/ 1/2" 3/4"CELLULOSESPACERSPLYWOODINSULATIONFIRE-RATEDEXTERIOR GYP. SHEATHING 5/8" GYP. BD. (2) 1" EXTRUDED POLYSTYRENE LIQUID-APPLIEDBOARDS WEATHER RESISTIVE BARRIER FIBER CEMENT BOARD METAL GRAVELFLASHINGMAINTENANCE PATH GREENROOF SYSTEM: RE: 3/RTZ 10 2x10 2x65/8"2x4GLU-LAMBATT.BATT.RAFTERSINSULATIONINSULATIONBEAMBLOCKINGGYP.BD.WOODSTUDADVANCED FRAMING 2x6 WOOD STUD ADVANCED FRAMING 2x6 BASE

ARCH 5001 -COMPREHENSIVEDESIGN 136 LOUISIANAATKINSONSTATEBATONROUGE,tel225.578.6885BAKERPARKELEMENTARYSCHOOLBUILDINGSECTIONSRTZDESIGNDEVELOPMENT3/4" =31'-0" TYPICAL CLERESTORY WALL SECTION 3’ - 0” BASEELEVATIONFLOOD 26

Project Number:

Z-CHANNELSBLOCKINGTIEDBACK TO SUBSTRATE @ 24" O.C. VERT. 3/4" FIRE-RATED EXTERIOR GYP. SHEATHING R-VALUES GREEN ROOF 49 R-VALUES 48ROOF WALLGREEN(TYP.)ROOF(EXTERIOR) 4930 WALL (INTERIOR) 14 R-VALUES GREENROOF WALL 4831 1 1/2" =21'-0" LIVING WALL DETAIL FIG. 67 - Green Roof Section Detail FIG. 68 - Clerestory Roof Section Detail

For the floors, it was important to keep the assembly, which is elevated six feet off of the ground, protected from moisture and from animals. The structure consists of 2x10 wooden joists that are attached to glu-lam girders and sheathed with a plywood sub-floor. The joists are then continuously covered in 4” of closed-cell spray foam insulation which serves as the water, vapor, and air barrier, and provides an R value of 25. This is then covered with a metal screen to deter pests. For the walls, 2x6 advanced wooden framing was selected to reduce material cost and increase the insulative potential of the assembly. Borate-treated cellulose fills the stud cavity, followed by fire-rated gypsum sheathing, a liquid-applied weather resistive barrier for air and vapor 1" 12"

The building’s envelope capitalizes on the capacity of wood, both as structure and finish, resulting in robust floor, wall, and roof assemblies that endure Louisiana’s hot and humid climate and increase the building’s thermal performance.Theprimary roof structure consists of exposed glu-lam beams with 2x10 wooden rafters spaced 24” on center [FIG. 68]. Within the cavity of these rafters is borate-treated cellulose insulation, resulting in a R value of 38. Cellulose was selected because it is a recycled material and the borate treatment prevents termites. The roof is sheathed in fire-rated gypsum board, then covered with a peeland-stick membrane that serves as the continuous water and air barrier. On top of the membrane is two inches of extruded polystyrene rigid insulation (XPS) which brings the assembly’s R value to 48. The XPS also serves as a thermal break between the hot, humid exterior and the cool, dry interior, thus preventing condensation problems from occurring within the assembly. The roof is clad in a durable and reflective standing-seam metal roof from Englert Inc. that effectively prevents 75% of the sun’s energy from being absorbed and reduces the surface temperature by 60 degrees.1 Over the specialty classrooms, a green roof is selected for storm-water and air-quality mitigation [FIG. 67].

ENVELOPE PERFORMANCE AND DURABILITY

CF 16790 CF COLLABORATIVESPACE CONTINUOUS INSULATION BARRIER WITHIN ENVELOPE CLOSED CELL SPRAY FOAM INSULATION GLUTOGUTTER/DOWNSPOUTRUNPROFILEOFLAMSTRUCTURE

RIGID INSULATION 1" DRAINAGE LAYER EFVM DETECTIONLEAK LAYER ROOT BARRIER

O.C. 2'x2' MODULAR TRAY BONDING REINFORCEDADHESIVEMEMBRAME FLASHING METAL CAP WITH CONTINUOUS CLEAT 16" MAINTENANCE GRAVEL EDGE CEMENT BOARD SHEATHING 1" WEEPS W/ FLASHING @ 32" O.C. TOP OF PLATE 5/8" GYP. BD. 2x6 WD. ADV. FRAMING 3/4" FIRE-RATED EXTERIOR GYP. GLU-LAMSHEATHINGBEAM(2)1"EXTRUDED POLYSTYRENE BOARDS 1" AIR GAP EIFS 2'SYSTEMCLADDINGAIRGAP

BORATE-TREATED CELLULOSE INSULATION MIN

5" DEEP IRRIGATIONC-COLUMNNOZZLEWALLTRAYWATERGUARD

MECHANICALEXTENSIVE2x10WIND5"WATERPROOFINGANDMEMBRANEGROWINGMEDIUMPROTECTIONLUMBERRAFTERSPLANTSYSTEMFASTENERSAT12"

ELEVATED FOUNDATION, RE: 1/RTZ 10 9970 SF COURTYARD CONTINUOUS INSULATION BARRIER WITHIN ENVELOPE CLOSED CELL SPRAY FOAM INSULATION

CONCRETEPLATEPILESO.C.FOOTINGBOLTEDPILECAPTHROUGHBEAMJOISTS@24"O.C.SPRAY-FOAMEXTERIORSHEATHINGMATERIALBASEW/BOLTSFORBEAMSINSECT/RODENTMTL.PROTECTOR

1" 12" 20340 CF CORRIDORNORTH 16790 CF COLLABORATIVESPACE

GLUTOGUTTER/DOWNSPOUTRUNPROFILEOFLAMSTRUCTURE

ELEVATED FOUNDATION, 1/RTZ 10 LEVEL 1 6'CLERESTORYRESTROOMGRADE0"0'-0"CEILINGS15'-0"B.O.BEAM16'-10"SILL20'-6"CLERESTORYHEAD23'-6"T.O.BEAM18'-10"STANDINGSEAMMTL.ROOF (HIGH-E) LIQUID-APPLIED WEATHER RESISTIVE BARRIER (2) 1" EXTRUDED POLYSTYRENE BOARDS 3/4" FIRE-RATED EXTERIOR GYP. SHEATHING MTL. FACIA TO MATCH STANDING SEAM MTL. ROOF 2x10 WOOD RAFTER MTL. FLASHING 3/4" FIRE-RATED EXTERIOR GYP. SHEATHING (2) 1" EXTRUDED POLYSTYRENE BOARDS 2x10s W/ 1/2" PLYWOOD BLOCKING AS REQ. JOINT SEALANT & BACKER ROD DOUBLE-GLAZED, LOW-E STOREFRONT GLAZING W/ 5" MULLIONS, RE: WINDOW SCHEDULE (2/RTZ BORATE-TREATED11)CELLULOSE INSULATION GLU-LAM BEAM BEYOND MTL. SILL FLASHING 5/8" GYP. BD. MTL. TRIM BLOCKING AS REQ. BORATE-TREATED CELLULOSEWOODINSULATIONCLADDINGMTL.TRIM

3/4" FIRE-RATED EXTERIOR GYP. SHEATHING (2) 1" EXTRUDED POLYSTYRENE BOARDS BORATE-TREATED CELLULOSE INSULATION 2x10 WOOD RAFTER 5/8" GYP. BD. GLU-LAMMTL.BEAMTRIM 5/8" GYP. BD. ON 2x6 ADVANCED FRAMING WOOD COLUMN

60 SF RR 631 SF 5TH

ELEVATED FOUNDATION, RE: TYP. DETAILFOUNDATION(1/RTZ10) R-VALUES 48WALLROOF FLOOR(INTERIOR) 1420

CLERESTORY16'ROOF-0"SILL20'-6"

THE DRAWINGS, SPECIFICATIONS DOCUMENTS PREPARED BY PROJECT ARE INSTRUMENTS SERVICE FOR USE SOLELY PROJECT AND, UNLESS OTHERWISE ARCHITECT SHALL BE DEEMED DOCUMENTS RETAIN STATUTORY AND OTHER RESERVED INCLUDING COMPENSATIONAGREEMENTDEFAULTUNLESSOROTHERSHALLDRAWINGS,OCCUPANCYCONNECTIONDOCUMENTSARCHITECT'SREPRODUCIBLEDRAWINGS,SPECIFICATIONSFORINFORMATIONWITHTHEOWNER'SOFTHEPROJECT.SPECIFICATIONSNOTBEUSEDBYTHEPROJECTS,FORADDITIONSFORCOMPLETIONOFTHISTHEARCHITECTISUNDERTHISAGREEMENT,INWRITINGANDTOTHEARCHITECT. ProjectDate: LOUISIANA STATE SCHOOL OF http://design.lsu.edu/architecture/ARCHITECTURE

AND SHALL

Architect: TEAM

GLU-LAMRE:2'x2'SUSPENSIONBEYONDWIREACT@9'ABV.F.F.LIGHTINGFIXTURE,ELECTRICALPLAN(1/RTZ15)BEAMBEYOND

To keep these spaces balanced, exhaust fans are installed in the two restrooms of each cluster. The unit selected is again EnergyStar rated and will exhaust 80% of the supply air contributed by the ventilating dehumidifier [FIG. 77].

FIG. 77 - Restroom exhaust fan specification (Air King)

Sized For: Up to 5,000 Square Feet Minimum Performance at: 80°F and 60% RH 70°F and 60% RH Water Removal: 205 Pints/Day 153 Pints/Day Efficiency: 5.7 Pints/kWh 5.0 Pints/kWh Duct Connections: 6" Round Inlet; 10" Round Inlet; 10" Oval Outlet Air Filter: MERV-13, Standard Pleat Efficiency: 90% ASHRAE Dust Spot Size: 16" x 20" x 2" Optional Air Filters: MERV-11, Standard Pleat Efficiency: 65% ASHRAE Dust Spot Size: 16" x 20" x 2" MERV-14, Embossed Pleat (will need filter housing) Efficiency: 95% ASHRAE Dust Spot Size: 20" x 24" x 4" Power Cord: 9', 115 VAC, Ground Internal Insulated Cabinet: Yes Drain Connection: 3/4" Threaded Female NPT Refrigerant Type: R410A Refrigerant Amount: 2 lbs., 1 With Width: 20 1/4" 20 1/4" 25" Height: 3/4" 21 3/4" 28" Length: 41 1/2" 37 3/4" 42" Weight: 140 lbs. 139 lbs. 173 lbs. Blower Wheel Balanced polymeric dual inlet blower wheel secured in place using a nut.

60

21

Optional Accessories 4028539 DEH 3000 Control 4028407 DEH 3000R Control (with remote) 4037723 MERV-13 Filter (16" x 20" x 2") 4037733 MERV-13 Filters 4-Pack 4037734 MERV-13 Filters 12-Pack 4021475 MERV-11 Filter (16" x 20" x 2") 4027420 MERV-11 Filters 4-Pack 4027424 MERV-11 Filters 12-Pack 4025287 MERV-14 Filter Housing 4024370 MERV-14 Filter (20" x 24" x 4") 4029087 MERV-14 Filters 3-Pack 4028614 Pump Kit 4036685 Hang Kit 4023672 6" Motorized Damper 4026859 6" Flex Duct 25' 4020128 6" Flex Insulated Duct 25' 4020656 6" Inlet Hood 4024375 10" Gravity Damper 4026969 10" Flex Duct 25' 4022126 10" Flex Insulated Duct 25' 4028399 10" Oval to Round Adapter P/N 4028539 With Remote: P/N 4028407 DEH 3000 Control Digital Control of Relative Humidity Fan/Filter Operation Programmable Ventilation Timer Large, easy-to-read backlit LCD display Easy interaction with air handler fan High Temperature Cut-Out Dryout Cycle Timer Auto RemoteRebootSensor (DEH 3000R Only) Specification Data (800) 533-7533 | www.Ultra-Aire.com 20 1/4” 3/4”21 3/4”21 3/4”21 3/4”21 20BACK1/4” 10” Diameter 20 1/4” 3/4”21 3/4”21 41 1/2” 37 3/4” 3/4”21 10” Diameter 20 1/4” 3/4”21 3/4”21 41 1/2” 37 3/4” 3/4”21 3/4”21 20BACK1/4” 10” Diameter Ultra-Aire™ XT205H Ventilating Dehumidifier 4031560 YEAR YEAR 9,052,1328,069,681D570,988PATENTS: • Grill White, polymeric grill secured in place with torsion springs; easily removed if necessary, dimensions - 141/4" x 141/4 •

Capacities and Performance

• Fan Housing 23 gauge galvanized steel housing. Overall dimensions: 127/8"x 123/4"x 97/8".

Part Number: 4031560 Blower: 526 CFM @ 0.0" WG 495 CFM @ 0.2" WG 458 CFM @ 0.4" WG Power: 1525 Watts @ 80°F and 60% RH Supply Voltage: 115 VAC – 1phase – 60 Hz Current Draw: 13.2 Amps Transformer Protection: Push Button Reset (located near power cord) Circuit Requirement: 20 Amp Dedicated Energy Factor: 2.7 L/kWh Operating Range: 49°F Min, 95°F Max (Inlet Air Temperature) 34°F Min, 135°F Max (Outside Cabinet)

• Duct Collar 6" round, zinc plated metal collar adapter. Gasketed, spring loaded aluminum backdraft damper.

hex

• Single Pack Shipping Info Box Dim: 20" x 157/8" x 113/8" Shipping Weight: 17 lbs.

In response, the proposed system for Baker Park Elementary is more efficient by separating the cooling and dehumidifying processes. Cooling is handled by a highly-efficient VRF mini-split system in the classrooms (discussed in the next section). Dehumidifying is handled by a ventilating dehumidifier which provides fresh, dry air to the classrooms through 8” supply ducts [FIG. 75]. The equipment itself is showcased in the mechanical rooms of each cluster, allowing students to see how fresh air gets into the building. The ventilating dehumidifier selected for this task is Ultra-Aire’s XT205H [FIG. 76], which is EnergyStar rated and has a capacity equivalent to the area of each classroom cluster (5,000 SF). The unit also meets ASHRAE 62’s requirement of 10 CFM of fresh air per person.

Quiet

FIG.76 - Ventilating Dehumidifier Specification (Ultra-Aire)

• Adjustable Capacity DC Motor 9 capacity settings allow the fan to be set to the required exhaust rate for continuous ventilation. Set points include: CFM DC motor maintains CFM ratings across multiple static pressures, suitable for continuous operation, permanently lubricated, 115/120V Hz., 0.4 amps. Maximum fan watts @ 0.1 SP.: 7.3 watts Ideal for compliance with ASHRAE 62.2, LEED, ENERGY STAR® for Homes, California Title 24 and other programs.

• Motion Sensor Integrated motion sensor automatically turns fan to high speed when room is occupied. Adjustable off delay from 30 seconds to 80 minutes.

• Electrical Connections 1/2" electrical knockouts provided. Easy wiring access via either internal or external wiring compartment cover.

Collars Unit Without Collars Shipping

INDOOR AIR QUALITY AND VENTILATION

FIG. 75 - Typical Mechanical Room Section

In Louisiana’s hot and humid climate, indoor air quality is largely contingent upon removing moisture from the air. Dehumidification is required for both the health of the occupants and the longevity of the building’s materials and finishes. Traditionally, dehumidification is handled by the central air-conditioning unit - as the air is cooled, moisture condenses out of the air. However, this is an energyintensive process that has contributed to the inefficiency and discomfort of many buildings in the South. Often times, the latent load (humidity) of a space is much higher than the sensible load (temperature), so the system must work extra hard to reduce the humidity. In doing so, the temperature drops lower than the comfortable zone for human occupancy, resulting in people wearing jackets indoors. In Louisiana’s climate, this is indeed a sign of inefficiency.

40 50 60 70 80 90 100 110 & 120

oz. Dimensions: Unit

• Unit Mounting The housing will mount through drywall thickness up to 3/4", with a rough-in opening of 131/8" x 13". The housing will mount either between 16" or 24" on center joists, using the 2 supplied housing mounting brackets. The housing mounting brackets can be adapted for overhead mounting (hardware not provided). The unit is provided with an optionally installed ceiling flange to ensure proper building infiltration rates are maintained and that no air leaks occur between the fan housing and ceiling cutout.

• Humidity Sensor Integrated humidity sensor, adjustable up to 80% RH automatically turns fan to high speed until humidity drops to the desired set point.

VARIABLE AIRFLOW SINGLE SPEED EXHAUST SPECIFICATIONSFAN D4SGH

for use over tub or shower when installed in a GFCI protected branch circuit. ENT LATIONSTANDRS62.2 ASHRAE COMPLIES WITH LEVEL 1 6'3'0'GRADE0"-0"PARKING-0" 2" 12" 1" 12" 350 SF OUTDOORCLASS 3110 CF MECH. 20340 CF CORRIDORNORTH 16790 CF COLLABORATIVESPACE 9970 SF COURTYARD B.O. BEAM 16'CLERESTORY10" SILL 20'18'23'CLERESTORY6"HEAD-6"T.O.BEAM-10" CONTINUOUS INSULATION BARRIER WITHIN ENVELOPE GUTTER/DOWNSPOUTTORUNPROFILEOFGLULAMSTRUCTURE GLUTOGUTTER/DOWNSPOUTRUNPROFILEOFLAMSTRUCTURE ELEVATED FOUNDATION, RE: 1/RTZ 10 RE: ELECTRICAL(1/RTZ631 5TH ELEVATEDRE:TYP.DETAIL 1/4" =11'-0" TYPICAL NORTHERN CLASSROOM SECTION 1/4" =21'-0" TYPICAL MECHANICAL ROOM SECTION 3/4" =31'-0" TYPICAL VRF CONDENSER UNITWALL-MOUNTED DEHUMIDIFIER FRESH AIR NEUTRALIZED AIR RESTROOM EXHAUST 8” DUCTS 28

HIGHEST AVAILABLE SPEED: 120 CFM/0.3 Sones @ 0.10" SP. LOWEST AVAILABLE SPEED: 40 CFM/<0.3 Sones @ 0.10" SP. 127/8 123/4" 6" 97/8 141/4" 141/4 Acceptable

FIG. 79 - Indoor Packaged Heat Pump specification (Carrier)

1

6 C4 VRF

A.5 VRF

FIG. 80 - Mechanical Plan and Equipment Schedule

Indoor Motor and Drive Options Airflow Configuration 50BVT, W, (Low-Boy) may select or only Factory-Installed Options Water Economizer with 3-Way Valve Modulating Hot Gas Re-Heat and Economizer with Rear Return, Top Supply Current Build with factory-installed (50BVC,Q,T,V)*High-BoyDesign (50BVT,W,V) VAVrequiresfactory-installedmodulatinghotgasre-heat. HVAC EQUIPMENT EAST LOBBY, MEDIA CENTER, ADMIN, RESTROOMS HVAC EQUIPMENT ADMIN, SPECIAL ED, WEST LOBBY C4 VRF CONDENSER 12 TONS 1 A.5 VRF AIR HANDLER UNIT A3 VRF AIR HANDLER UNIT 1/2TONSTON 24 HVAC EQUIPMENT GYM/AUDITORIUM, CAFETERIA, KITCHEN, RESTROOMS, WEST LOBBY, SERV C6 PACKAGED CENTRAL INDOOR SYSTEM TONS 1 RESTROOM EXHAUST VENT THRU ROOF 120 CFM CONDENSER 10 TONS 1 AIR HANDLER UNIT AIR HANDLER UNIT DUCTS HOLDING REACH-IN WALK-IN COOLER/FREEZER UNIT POWER BATTERY BACKUP MULTI ARNU123SBL4ARNU123SBL4XT205HULTRA-AIREV 6,000PINTS/kWhS.F. SEER: CONVECTION OVEN 2.712.5 4eD STEAM, COMBI-STEAM, HOT AIR VULCAN VC3E SERIES SINGLE DECK ELECTRIC CONVECTION OVEN TRUE FOOD SERVICE EQUIPMENT T-49-HC THERMO-KOOL (MISSISSIPPI) CUSTOM INSTALLATION -( 19' 9' TESLA3367201DAPOWERPACK THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S PROJECT AND, UNLESS OTHERWISE PROVIDED, THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING REPRODUCIBLE COPIES, OF THE ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER OCCUPANCY OF THE PROJECT. THE ARCHITECT'S OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS, DEFAULT UNDER THIS AGREEMENT, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE Project Number: ProjectDate: Architect: TEAM M+B LOUISIANA STATE UNIVERSITY SCHOOL OF http://design.lsu.edu/architecture/ARCHITECTURE ARCH 5001 -COMPREHENSIVEDESIGN 136 ATKINSON HALL LOUISIANA STATE UNIVERSITY BATON ROUGE, LA 70803 tel 225.578.6885 PARKBAKER SCHOOLELEMENTARY

The mechanical, electrical, and plumbing design of Baker Park Elementary School achieves net zero energy by challenging the traditional modality of schools built in Louisiana.Thebuilding’s mechanical systems are divided into six zones [FIG. 79]. The first five are conditioned by a highly efficient Variable Refrigerant Flow (VRF) system [FIG. 77], which enables more control over the temperature of each classroom and responds to varying loads throughout the day. According to D. Kim et al, there is a 33% savings in energy by switching to VRF from a standard Rooftop Variable Air Volume (VAV) system.1 The maximum load of these zones is approximately 16 tons. The sixth zone, which contains the gym and cafeteria, is conditioned by an efficient 70 ton packaged system, housed within the attic space above the kitchen and connected by supply and return ducts [FIG. 78]. This zone also contains the main exhaust for the kitchen. Additionally, the ventilating dehumidifiers, the restroom exhaust fans, and the various kitchen equipment are considered in the mechanical design of the school.

70

12 PV

Flexible, efficient, and economical Units are available for constant volume (CV) or variable air volume (VAV) applications (with the exception of heat pumps) in both modular and singlepiece construction. Single-piece units are completely factory wired, piped, and charged, ready for installation. Units use Puron (R-410A) refrigerant and have EERs (Energ Efficiency Ratios) up to 14.6. Units include a direct expansion evaporator coil, compressors, and water-cooled cleanable condensers. The VAV units include single or multiple belt drive evaporator fan(s) with VFD (variable frequency drive) controlled motor and complete microprocessor control system. Water-Cooled50BV020-064Omnizone™ Indoor Self-Contained Systems and Water Source Heat Pumps 18 to 60 Nominal Tons DataProduct 50BVC,J,Q020-034 MODULAR50BVT,V,W034-064OMNIZONEUNIT a50-7409ef a50-74010ef Model number nomenclature (VAV) Cool Only, W/C, Single Piece† (CV) Cool Only, W/C, Modular*

1/2TONSTON 16 RETURN

LG XT205HULTRA-AIREMULTIARNU123SBL4ARNU123SBL4 OVERALL SEER: 20 OMNIZONECARRIERD4SGH OVERALL

RTZMECHANICAL03/21/201818-03-0170714LABAKER,BLVD.BAKER4500M+BPLANANDDETAILS13DESIGNDEVELOPMENT1/16" =11'-0" MECHANICAL PLAN SRenumso

5 6,000PINTS/kWhS.F. LG MULTI V XT205HULTRA-AIRE5ARNU123SBL4 5 6,000PINTS/kWhS.F. LG MULTI XT205HULTRA-AIRE5ARNU123SBL4ARNU123SBL4 OVERALL SEER: 20 OVERALL SEER: 20 OVERALL SEER: 20 OVERALL SEER: 20 LG ARNU123SBL4ARNU123SBL4XT205HULTRA-AIREMULTI6,000PINTS/kWhS.F.

A3 VRF

4 AIRFLOW (CFM) CAPACITY (Btuh) 10,000 288,200 11,000 359,900 9,000 385,000 Energy Efficiency Ratio AHRI/ISO capacity ratings N SEER: 20 SEER: 20 SEER: 20 SEER: 20 SEER: 20 SEER: 14 29

FIG. 78 - VRF Specification (LG)

AND DISPLAY 2 LG

VTR

OTHER EQUIPMENT COLD

14 ELECTRIC

Omnizone 50BV units offer: •Puron (R-410A) refrigerant •High-boy modular units that break down to fit through standard 36-in. •Eitherdoorwaytwo or four high-efficiency scroll compressors for efficient part load control, quiet operation, and system redundancy •Suction and discharge Schrader valves on manifold gage connections •EERs (energy efficiency ratios) meet ASHRAE (American Society of Heating, Refrigerating, and AirConditioning Engineers) Standard 90.1-2013 sourceindoorself-contained,Features/Benefitswater-cooledcoolingunitsorwaterheatpumps.

CONVOTHERM

3292018124417PM

MECHANICAL, ELECTRICAL, AND PLUMBING DESIGN 1 2 3 4 5 6 7 8 10 12 14 16 18 119 15 17 19 21 22 23 20 25 26 27 28 29 31 52 50 48 49 51 46 44 42 45 43 38 39 40 GDCBAEFHIJ 13 41 32 33 34 35 36 47 DD CC BB JJ GG FF EE KK L M N O P Q RS T U VW X K AA 24 HH II 30 A.5A.5A1 A1 A1 A2 A3 A1 A2 A1 A2 A2A2 A.5 VTR VTR VTR VTR VTR VTR ROOFEXHAUSTKITCHENHOOD VTRVTR C2 D4 CEILING)(ABOVE C5 (ON ROOF) D5 (ON ROOF) SOLAR POWER A1 INDUSTRIAL OVEN AND RANGE (TYP.) C6 (ABOVE CEILING) NEUTRAL AIR DUCTS (TYP.) DUCTS (TYP.) DUCTS (TYP.) DROP-INS ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 6 HVAC EQUIPMENT 5TH GRADE, 4TH GRADE, COLLAB. SPACE, ART ROOM C1 VRF CONDENSER 16 TONS A1 VRF AIR HANDLER UNIT A3 VRF AIR HANDLER UNIT 6,000PINTS/kWhS.F.1TON3TONS HVAC EQUIPMENT 3RD GRADE, 2ND GRADE, COLLAB. SPACE, TEACHERS LOUNGE C2 VRF CONDENSER 14 TONS A2 VRF AIR HANDLER UNIT 2 TONS HVAC EQUIPMENT MUSIC ROOM, KINDERGARTEN, 1ST GRADE, MULTI-PURPOSE CLASSROOM C3.1 VRF CONDENSER 16 TONS A1 VRF AIR HANDLER UNIT A3 VRF AIR HANDLER UNIT TONSTON

FIG. 81 - Battery Backup and Energy Display for PV Array (Tesla)

AUTOMATIC SPRINKLERS sssprinkler.com // 800.443.5897 ////////////////////////////////

1 2 3 4 5 6 7 8 10 12 14 16 18 119 15 17 19 21 22 23 20 25 26 27 28 29 31 52 50 48 49 51 46 44 42 45 43 38 39 40 GDCBAEFHIJ 13 41 32 33 34 35 36 47 DD CC BB JJ GG FF EE KK L M N O P Q RS T U VW X K AA 24 HH II 30 T1T1 T1T1 T1 T1 T1 T1 T1T1T1T1T1T1S2 S2S2S2S2 S2S2S2S2 S2S2S2S2 S1 S1S1 S1 S1 S1 S1 S3S3 S3 S3 S3 S3 F1 D1 D1 D1 D1 D1 D1 D1D1 D1 S6 D1 WALL IRRIGATION COVERED METAL WALKWAY CANOPY WITH INTEGRAL GUTTERS COVERED METAL G2 G2 G2 G2 G2 G2 G2 G2 G2 G2 G2 G2 G2 G2G2 G1 G1 G1 G1 PROVIDE(TYP.) (TYP.) DRAINAGE CONDENSERSFOR G1 G1 G1 PLUMBING FIXTURES QUANTITY RESTROOM SINK CLASROOM SINK (WITHIN MILLWORK) 3 COMP. KITCHEN SINK (DISH WASH) 3 COMP. KITCHEN SINK (FOOD PREP) FLOOR DRAIN THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT AND, UNLESS OTHERWISE PROVIDED, THE STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING REPRODUCIBLE COPIES, OF THE CONNECTION WITH THE OWNER'S USE AND OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT DEFAULT UNDER THIS AGREEMENT, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE Project Number: ProjectDate: Architect: TEAM M+B LOUISIANA STATE UNIVERSITY SCHOOL OF http://design.lsu.edu/architecture/ARCHITECTURE ARCH 5001 -COMPREHENSIVEDESIGN 136 ATKINSON HALL LOUISIANA STATE UNIVERSITY BATON ROUGE, LA 70803 tel 225.578.6885 3292018124829PM PARKBAKER SCHOOLELEMENTARY03/21/201818-03-0170714LABAKER,BLVD.BAKER4500M+B PLUMBING PLAN AND RTZDETAILS14DESIGNDEVELOPMENT1/16" =11'-0" PLUMBING PLAN SRenumso • Wet, Dry, Pre-Action & Deluge Sprinkler Systems • Foam Systems • Standpipes • Fire Mains & Fire Hydrants • Fire Pumps & Storage Tanks • Fire Hoses & Cabinets • Fire Monitors

FIG. 82 - All plumbing fixtures meet EPA WaterSense criteria N 1 - Dongsu Kim et al, “Evaluation of energy savings potential of variable refrigerant flow (VRF) from variable air volume (VAV) in the U.S. climate locations” 30 FIG. 84 - Plumbing Plan and Fire Sprinkler Layout

We design, install, inspect and service a complete line of automatic sprinkler systems. Whether it is new construction, a retrofit, or a renovation, we have the experience, knowledge and technical expertise to create and install the optimum system for your project. Using advanced computer and CAD technology, our team will provide you with a timely cost and needs analysis as well as design services. Our trained and licensed staff will ensure that your system complies with NFPA standards and all federal, state and local codes specific to your industry. Regardless of the scope and size of your project, we will create the customized sprinkler solution that’s right for your business. Doing a job right never burns time or budgets

Additionally, based on the proposed construction type of engineered timber, fire suppression sprinklers are required in all spaces [FIG. 83]. Architecturally, the pipes and sprinkler heads add another layer of the exposed systems that are hung from the ceilings. Therefore, their arrangement and layout were important to the design [FIG. 84].

FIG. 83 - Local Fire Sprinkler Contractor (S&S)

The electrical design distributes electrical rooms throughout the building for easy maintenance and monitoring, with the main transformer adjacent to the loading dock. The school will have 480 volt, 3-phase service that is reduced by sub-panels in the mechanical rooms of each classroom cluster for HVAC, lighting, and plug loads respectively. Batteries are deployed to store the energy generated by the photovoltaic array on the roof as well as display to students and visitors the energy usage of the building [FIG. 81]. For the plumbing design, it is important to conserve water usage long-term to combat the problem of saltwater intrusion that is beginning to plague the municipality’s aquifers. In response, the 30 toilets and lavatories that are required per code for the expected occupancy meet EPA WaterSense certification to conserve water [FIG. 82].

INNOVATION 31 RTZ 6 3 RTZ 6 1 RTZ 6 RTZ4RTZ68RTZ 6 5 RTZ 6 7 RTZ 6 6 RTZ1 3 RTZ2 3 Sim 6' 0" 49' 6" 6' 0"12'0" 707' - 6" 9"416' 11"79'6"1'7"8' 438' - 1" 1"194' BAKER BLVD. BAKERPARKRD. 8' 0" 81' 6" 8"50' 99' - 6" 21 PANELS PANELS33 0' 0" 3' 0" 0'0"3' 0' 0" 0" 3' 0" 30 3' 0" EXISTING WOODS EXISTING WOODS BAKER PARK CARPOOL & VISITOR PARKING 9 SPACES 14 SPACES 28 SPACES MAIN ENTRY RETENTIONRETENTIONPONDPOND PLAYGROUND OFFDROPBUSSPACES812"1" 2"1212"2"1"12" 112 2 12" 1/12 112 212 112 1/12 2/12 12"1" 212 12"2"1"12"1/12 SECONDARY ENTRY TERTIARY ENTRY 7 PANELS PANELS14 GREEN ROOF 9PANELS 8PANELS 6PANELS 10PANELS RTZ4 3 THE DRAWINGS, SPECIFICATIONS AND OTHER SERVICE FOR USE SOLELY WITH RESPECT TO THIS DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OR FOR COMPLETION OF THIS PROJECT BY OTHERS, UNLESS THE ARCHITECT IS ADJUDGED TO BE IN COMPENSATION TO THE ARCHITECT. TEAM M+B LOUISIANA STATE UNIVERSITY SCHOOL OF http://design.lsu.edu/architecture/ARCHITECTURE ARCH 5001 -COMPREHENSIVEDESIGN 136 ATKINSON HALL LOUISIANA STATE UNIVERSITY BATON ROUGE, LA 70803 tel 225.578.6885 3292018121858PM PARKBAKER SCHOOLELEMENTARY 70714LABAKER,BLVD.BAKER4500 DEVELOPMENTDESIGN SITE PLAN SRvsosbmnRen1Dae FLOOD RESILIENCE RTZ 6 3 RTZ 6 1 RTZ 6 RTZ4RTZ68RTZ 6 5 RTZ 6 7 RTZ 6 6 RTZ1 3 RTZ2 3 Sim 6' 0" 49' 6" 6' 0"12'0" 707' - 6" 9"416' 11"79'6"1'7"8' 438' - 1" 1"194' BAKER BLVD. BAKERPARKRD. 8' 0" 81' 6" 8"50' 99' - 6" 21 PANELS PANELS33 0' 0" 3' 0" 0'0"3' 0" 0" 3' 0" 0 30 3' 0" EXISTING WOODS EXISTING WOODS BAKER PARK CARPOOL & VISITOR PARKING 9 SPACES 14 SPACES 28 SPACES MAIN ENTRY RETENTIONRETENTIONPONDPOND PLAYGROUND OFFDROPBUSSPACES812"1" 2"1212"2"1"12" 112 2 12" 1/12 112 212 112 1/12 2/12 12"1" 212 12"2"1"12"1/12 SECONDARY ENTRY TERTIARY ENTRY 7 PANELS PANELS14 GREEN ROOF 9PANELS 8PANELS 6PANELS 10PANELS RTZ4 3 THE DRAWINGS, SPECIFICATIONS AND OTHER SERVICE FOR USE SOLELY WITH RESPECT TO THIS DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OTHERS ON OR FOR COMPLETION OF THIS PROJECT BY OTHERS, UNLESS THE ARCHITECT IS ADJUDGED TO BE IN COMPENSATION TO THE ARCHITECT. Project Number: ProjectDate: Architect: TEAM M+B LOUISIANA STATE UNIVERSITY SCHOOL OF http://design.lsu.edu/architecture/ARCHITECTURE ARCH 5001 -COMPREHENSIVEDESIGN 136 ATKINSON HALL LOUISIANA STATE UNIVERSITY BATON ROUGE, LA 70803 tel 225.578.6885 3292018121858PM

PARKBAKER SCHOOLELEMENTARY03/21/201818-03-0170714LABAKER,BLVD.BAKER4500M+B SITE RTZPLAN 2 DEVELOPMENTDESIGN 1/32" = 1'-0" PLAN1

FIG. 85 - Architectural Site Plan - Flood Resilience Strategies

FIG. 86 - Architectural Site Plan - Community Resilience Strategies

MEDIA PORCH

NORTHERN NEIGHBORHOODS

SRvsosbmnRen1Dae CAFEGYM

BAKER PARK

SITE

COMMUNITY RESILIENCE

Responding to the community needs, Baker Park Elementary upholds architectural resilience. First, the elevated building prioritizes the need to maintain function during inevitable flood and hurricane events. The site and building are designed to manage these weather circumstances so that community and school use is unhindered at all times [FIG. 85]. Second, the school opens its doors to community use beyond the prescribed school hours. The cafeteria, library, and gymnasium can be easily adapted to share school resources and connect all community members [FIG. 86].

32 RTZ 6 3 RTZ 6 1 RTZ 6 RTZ4RTZ68RTZ 6 5 RTZ 6 7 RTZ 6 6 RTZ1 3 RTZ2 3 Sim 6' 0" 49' 6" 6' 0"12'0" 707' - 6" 9"416' 11"79'6"1'7"8' 438' - 1" 1"194' BAKER BLVD. BAKERPARKRD. 8' 0" 81' 6" 8"50' 99' - 6" 21 PANELS PANELS33 6' 0" 3' 0" 0' 0" 0"0" 6' 0" 3' 0" 0' 0" 3' 0" 3' 0" 0 0 0" 3' EXISTING WOODS EXISTING WOODS BAKER PARK CARPOOL & VISITOR PARKING 9 SPACES 14 SPACES 28 SPACES MAIN ENTRY RETENTIONRETENTIONPONDPOND PLAYGROUND OFFDROPBUSSPACES12"1" 21212"2"1"12" 112 2/12 1/12 112 2/12 1/12 112 212 12"1" 2/12 12"2"1"12"112 6 SECONDARY ENTRY TERTIARY ENTRY 7 PANELS PANELS14 GREEN ROOF 9PANELS 8PANELS 6PANELS 10PANELS RTZ4 3 THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT AND, UNLESS OTHERWISE PROVIDED, THE STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING REPRODUCIBLE COPIES, OF THE CONNECTION WITH THE OWNER'S USE AND SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT DEFAULT UNDER THIS AGREEMENT, EXCEPT BY TEAM M+B LOUISIANA STATE UNIVERSITY SCHOOL OF http://design.lsu.edu/architecture/ARCHITECTURE ARCH 5001 -COMPREHENSIVEDESIGN 136 ATKINSON HALL LOUISIANA STATE UNIVERSITY BATON ROUGE, LA 70803 tel 225.578.6885 3292018121858PM PARKBAKER SCHOOLELEMENTARY 70714LABAKER,BLVD.BAKER4500 DEVELOPMENTDESIGN SITE PLAN SReonbmsoRoDa EDUCATIONAL RESILIENCE COLLABORATION RTZ 6 3 RTZ 6 1 RTZ 6 RTZ4RTZ68RTZ 6 5 RTZ 6 7 RTZ 6 6 RTZ1 3 RTZ2 3 Sim 6' 0" 49' 6" 6' 0"12'0" 707' - 6" 9"416' 11"79'6"1'7"8' 438' - 1" 1"194' BAKER BLVD. BAKERPARKRD. 8' 0" 81' 6" 8"50' 99' - 6" 21 PANELS PANELS33 3' 0" 0"0" 0" 0 0 3' 0" 0' 0" 3 EXISTING WOODS EXISTING WOODS BAKER PARK CARPOOL & VISITOR PARKING 9 SPACES 14 SPACES 28 SPACES MAIN ENTRY RETENTIONRETENTIONPONDPOND PLAYGROUND OFFDROPBUSSPACES812"1" 2/1212"2"1"12" 1/12 2/12 1 12 1/12 2"12 1"12 112 212 12"1" 2"12 12"2"1"12"112 6 SECONDARY ENTRY TERTIARY ENTRY 7 PANELS PANELS14 GREEN ROOF GREEN ROOF 9PANELS 8PANELS 6PANELS 10PANELS RTZ4 3 THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S PROJECT AND, UNLESS OTHERWISE PROVIDED, THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE INCLUDING REPRODUCIBLE COPIES, OF THE ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER OCCUPANCY OF THE PROJECT. THE ARCHITECT'S OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS, DEFAULT UNDER THIS AGREEMENT, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE Project Number: ProjectDate: Architect: TEAM M+B LOUISIANA STATE UNIVERSITY SCHOOL OF http://design.lsu.edu/architecture/ARCHITECTURE ARCH 5001 -COMPREHENSIVEDESIGN 136 ATKINSON HALL LOUISIANA STATE UNIVERSITY BATON ROUGE, LA 70803 tel 225.578.6885 3292018121858PM PARKBAKER SCHOOLELEMENTARY03/21/201818-03-0170714LABAKER,BLVD.BAKER4500M+B SITE RTZPLAN 2 DEVELOPMENTDESIGN 1/32" = 1'-0" SITE PLAN1 SRenumssonR1vso1D1

SYSTEMS/ENERGY RESILIENCE LIVING WALLS

PLUMBINGEXPOSEDPHOTOVOLTAICVISUALLY-ACCESSIBLEPANELSMECHANICAL/ELECTRICAL/EQUIP.

FIG. 88 - Architectural Site Plan - Systems/Energy Resilience

FIG. 87 - Architectural Site Plan - Educational Resilience Strategies

Similarly, the school prioritizes teamwork and participation between students by enlarging highlyaccessible collaborative classrooms, both indoor and outdoor [FIG. 87]. Finally, the function of the school is driven by the energy use. Mechanical rooms, living walls, and photovoltaics are visible to all occupants, providing direct learning opportunities and propelling an energyfocused future [FIG. 88].

1 2 3 4 5 6 7 8 10 12 14 16 18 11 9 15 17 19 21 22 23 20 25 26 27 28 29 33 53 51 49 50 52 47 45 43 46 44 39 40 41 GDCABEFHIJ 13 42 34 35 36 37 38 48 DD CC BB JJGGFFEE KK L M N O P Q RS T U V W X K AA AA 24 HH II 2 6 20 20 0 20 0 20 20 0 20 0 20 2 6 12 0 12 0 12 0 12 01322200100 WW 9 6 12 0 12 0 12 0 9 72 72 9 6 12 0 9 6 3 0 12 0 12 0 12 0 12 0 9° 9 12 0 12 0 12 0 12 0 2 4 17 212 4 0 12 0 12 0 12 0 12 0 12 0 2 6 18 12 0 11 11 7 4 9 612 12 2 9 6 3 0 12 0 12 0 12 0 12 0 9 12 0 12 0 12 12 2 1 10 10 120 120 4 94 120 120 2 2 120 10 10 12 0 12 0 12 0 12 0 3985 154,017SF gal 63,965 gal 1655 SF 676,170 Gallons 17,495 SF 16,040 gal 415 SF 63,965gal 1655SF 56,040Gallons1450SF 63,965gal1655SF 56,040gal.1450SF63,965gal.1655SF 76,295Gallons1975SF179,720gal4650SF163,385gal640SF73,630gal1905SF 51320SF1,020gal 56,040gal1450SF 65,315gal1690SF 55,270 gal 59,905 gal 115,175 gal 89,280 gal. 1430SF 2980SF 1550SF 2310SF 6' - 0" POND-6'-0" A B 0' 4' 8' 16' 32' 2.1 MIL GALLONS / YR RAINFALL .3 MIL GALLONS / YR LIVING WALL IRRIGATION RETENTION POND CIWATERSTERN BIOSWALE 16' 0" 32' 0" 3' 0" 6' 0" 0' 0" 11% 14% 75% 100% BASEELEVATIONFLOOD 100%75%14%11% 2,097,202 gallons TOTAL WATERSHED 226,100 gallons ABSORBED BY GREENROOF 300,000 gallons COLLECTED BY CISTERN 1,571,102 gallons REMAINING WATERSHED TO BIOSWALES & RETENTION PONDS BASED ON 60” ON RAINFALL PER YEAR 33 FIG. 89 - Water Management Section Diagram

FIG. 90 - Roof Watershed Diagram of the innovation of Baker Park Elementary’s design is found in its relationship to water. More specifically, the roof of the school sheds approximately 2.1 million gallons per year, based on Baker’s average 60” of rainfall [FIG. 90]. This water is distributed through gutters and downspouts to various systems, including retention ponds, bioswales that consist of climate-sensitive native vegetation, and cisterns that will hold the excess water to irrigate the living walls on the east and west facades of the building [FIG. 89].

Much

Distribution: For current distribution, please consult the Plant Profile page for this species on the PLANTS Web site. One of the most widely distributed of the grama grasses. It has a widespread distribution eastward from the Rocky Mountains to near the east coast except in the southeast. Habitat: Side-oats grama grows effectively in the dryer mid-grass prairie section of the Great Plains that has an annual rainfall of 12-20 inches. This species occurs naturally in mixed stands with blue grama Bouteloua gracilis and little bluestem (Schizachyrium scoparium). This grass is better adapted to calcareous and moderately alkaline soils than to neutral or acidic soils (Leithead etal., 1971) Adaptation Side-oats is adapted to a broad range of sandy to clayey textured soils; it is least tolerant of loose sands and dense clays. The best stands of side-oats are found on medium to fine texture upland soils. This Bald Cypress Taxodium distichum Form Fine textured tree with upright growth pattern.

AbbeyPhoto LandscapeAssociatesArchitects Louisiana Iris Series Hexagonae Iris brevicaulis Woods Iris Iris fulva Copper Iris Iris hexagona Zig Zag Iris Iris giganticaerulea Big Blue Iris Iris Nelsonii Abbeville Iris Series Laevigatae Iris virginica Blue Flag Iris Non native Iris pseudacorus Yellow Flag Irismaraisglislesde

FIG. 93 - Louisiana Storm water management plant specifications (Abbey Associates)

The Hydroponic Living wall system supports 2200 SF of vertical plant growth, and adds 10” of wall depth, shading the building from east/west exposure [FIG. 91]. Living Walls have been found to decrease the temperature of the exterior wall by approximately 40° Fahrenheit.1 The walls are placed outside the gymnasium and the library to reduce the necessary cooling load in two of the largest volumes in the school. Green walls have the ability to positively impact the school environment by reducing greenhouse gases, adding visual appeal to the entry spaces, and improving mental health of students and teachers. Integrated with the green walls is a Microbial Fuel Cell System [FIG. 92]. A series of anodes and cathodes within the planting trays of the wall collect energy produced by the plants’ natural photosynthetic processes.2 The resultant energy can be used to power, at minimum, the irrigation system for the living walls. Each wall is irrigated from a series of water cisterns, storing the necessary amount of stormwater runoff. The energy and water needed to sustain the living wall is thus self-contained, creating a “living machine” as a teaching tool for students.

An additional innovation in the school’s design is the 50 ft. wide marsh-like landscape surrounding the building footprint [FIG. 94-95]. Specifying native plant species to Louisiana such as the Bald Cypress and the Louisiana Iris ensure their survival in flood events and serve as a flooding mitigation technique [FIG. 93]. The separation of the school from street is also a security measure to control access to the building.

LEVEL 1 6'GRADE0"0'-0"END-BEARINGCONCRETEPILES4' - 0" 1' - 0" #5 REBAR @ 6" O.C. CONCRETE FOOTING MTL. BASE PLATE BOLTED INTO CONCRETE PILE CAP MTL. BOLTS THROUGHWOODWOODCOLUMNCOLUMNGLU-LAM BEAM 2x10 FLOOR JOISTS @ 24" O.C. CLOSED-CELL SPRAY-FOAM3/4"INSULATIONFIRE-RATED EXTERIOR GYP. MTL.5/8"4"FINISHSHEATHINGFLOORMATERIALRUBBERBASEGYP.BD.BRACINGW/BOLTS FOR GLU-LAM BEAMS 4"-0' CONT. INSECT/RODENT MTL. SCREEN PROTECTOR MIN.0"-1' 1" DRAINAGE LAYER EFVM DETECTIONLEAK LAYER 2'x2' MODULAR TRAY TOP OF PLATE 5/8" GYP. BD. 2x6 WD. ADV. FRAMING 3/4" FIRE-RATED EXTERIOR GYP. GLU-LAMSHEATHINGBEAM(2)1"EXTRUDED POLYSTYRENE BOARDS 1" AIR GAP EIFS 2'SYSTEMCLADDINGAIRGAP 5" DEEP IRRIGATIONC-COLUMNNOZZLEWALLTRAYWATERGUARD BORATE-TREATED CELLULOSE INSULATION WALL FLOOR(EXTERIOR) 3020 ROOF WALLWALLGREEN(TYP.)ROOF(EXTERIOR)(INTERIOR)GREENROOF WALL 4831 FOUNDATION TO FLOOR DETAIL 1 1/2" =31'-0" GREEN ROOF DETAIL 1 1/2" =21'-0" LIVING WALL DETAIL 1 1/2" =41'-0" GRADE0'-0" 10"-5' 0"-1'0"-1' 6"0' 1' - 0" 11"1' CONCRETE GYP.3/4"CLOSED-CELLFOOTINGSPRAY-FOAMFIRE-RATEDEXTERIORSHEATHING RIM JOIST (3) 2x10s W/ 1/2" PLYWOOD FLASHING FOR DRAINAGE FIBER CEMENT BOARD Z-CHANNELS TIED BACK TO SUBSTRATE @ 24" O.C. VERT. 1 1/2" THERMAL AIR GAP LIQUID-APPLIED WEATHER RESISTIVE BARRIER (2) 1" EXTRUDED POLYSYRENE BOARDS 3/4" FIRE-RATED EXTERIOR GYP. SHEATHING 2x6 ADVANCED FRAMING 4"-0' INSECT/RODENT MTL. SCREEN PROTECTOR BORATE-TREATED CELLULOSE INSULATION R-VALUES WALL FLOOR(EXTERIOR) 3020 R-VALUESR-VALUES GREENROOF WALL 4831/42/201811:21:31PM 1 1/2" =21'-0" LIVING WALL DETAIL Native Louisiana Storm Water Plants Andropogon glomeratus Asclepias incarnata Baccharis halimifolia Ilex glabra Hibiscus coccineus Crataegus opaca Helianthus angustifolius Crinum americanun 1 - “Feasibility Study of Green Walls At the University of Illinois” 2 - Rory Stott, “This Modular Green Wall System Generates Electricity from Moss” wall-system-generates-electricity-from-moss(https://www.archdaily.com/782664/this-modular-green) 34

Growing Conditions: performs best in full sun in wet, freshwater soils but is tolerant of a variety of conditions

FIG. 92 - Microbial fuel cells used in green wall construction (ArchDaily)

Plant Guide

SIDE-OATS GRAMA Bouteloua curtipendula (Michx.) Torr. Plant Symbol = BOCU Contributed by: USDA NRCS Plant Materials Center, Manhattan, Kansas Alan Shadow, East Texas Plant Materials Center, Nacogdoches, Texas Uses Forage: Side-oats grama produces high quality, nutritious forage that is relished by all classes of livestock throughout the summer and fall, and it remains moderately palatable into winter. This makes it one of the most important range grass species. Erosion Control: Weaver and Albertson (1944) described the role of side-oats grama in the recovery of grasslands following the drought of the 1930’s. It was one of the few grasses that covered large areas bared by the loss of other grasses during the drought period. Side-oats grama is recommended in grass mixtures for range and pasture seeding, for earth fill and bank stabilization, for other critical areas and recreational plantings. Successful seeding can be obtained in rocky, stony or shallow soil sites. In fact

Please consult the PLANTS Web site and your State Department of Natural Resources for this plant’s current status (e.g. threatened or endangered species, state noxious status, and wetland indicator values).

Description General: Side-oats grama is a deep rooted, perennial grass. The plants crown will spread very slowly by means of extremely short, stout rhizomes. A midgrass in height, it has rather wide leaves and a very distinct inflorescence consisting of a zigzag stalk with small compressed spikes dangling from it at even intervals. The short spikes dangle from one side of the stalk, thus providing the plant with its common name. In the vegetative state the grass is easily recognized by the long, evenly spaced hairs attached to the margins of the leaf near its base. Side-oats grama possesses the C-4 photosynthetic pathway common to warm-season grasses (Waller and Lewis, 1979).

Foliage: Soft delicate feathery fernlike leaves. Flower: Monoecious, cones on females, long dangling male flowers in late summer.

FIG. 91 - Living Wall Detail

35 FIG. 94 - Perspective of Landscape Strategy (dry) FIG. 95 - Perspective of Landscape Strategy (wet)

Jaime Mattnew, Aromi Salot, “Feasibility Study of Green Walls At the University of Illinois”

U.S. Department of Energy National Renewable Energy Laboratory, “Energy Design Guidelines for High Performance Schools in Hot & Humid Climates.”U.S.Department of Energy National Renewable Energy Laboratory, “Technical Feasibility Study for Zero Energy K-12 Schools.”

WORKS CITED The Advocate, “Six of Baker High’s 10 Buildings to be Razed as Plans Proceed on Flood-Damaged Schools” (http://www.theadvocate.com/baton_ rouge/news/communities/baker/article_9d8e158e-c27a-11e7-a8d9-6bfe2796c45a.html)

U.S. Department of Energy, “Building America Solution Center.” (https://basc.pnnl.gov/)

Null School Wind Map (https://earth.nullschool.net/#current/wind/surface/level/orthographic=-89.73,31.73,2293)

Department of Defense Education Activity, “Education Facilities Specifications, 21st Century Schools - Elementary School”

ArchDaily, “Freemen’s School Swimming Pool / Hawkins\Brown.” (https://www.archdaily.com/885514/freemens-school-swimming-pool-hawkinsbrown)

United States Gypsum Corporation, “Products and Solutions.” (https://www.usg.com/content/usgcom/en/products-solutions.html)

ArchDaily, “Pico Branch Library / Koning Eizenberg Architecture.” (https://www.archdaily.com/888055/pico-branch-library-koning-eizenbergarchitecture) Baton Rouge Area Chamber, “BRAC’s Preliminary Analysis of Potential Magnitude of Flooding’s Impact on the Baton Rouge Region” Bullit Center, “Wood as a Responsible Building Material” (http://www.bullittcenter.org/2012/05/30/fsc-wood-as-a-responsible-building-material/) Current Results (https://www.currentresults.com/Weather/Louisiana/temperature-july.php)

Walter Grondzik, Alison Kwok, Benjamin Stein, John Reynolds, “Mechanical and Electrical Equipment for Buildings.”

36

U.S. Census Bureau (https://www.census.gov/quickfacts/fact/table/bakercitylouisiana,eastbatonrougeparishlouisiana/PST045216)

Dongsu Kim et al, “Evaluation of energy savings potential of variable refrigerant flow (VRF) from variable air volume (VAV) in the U.S. climate locations”EnergyStar, “Energy Efficient Certified Products.” (https://www.energystar.gov/products)

The Washington Post, “How Water Damages a Flooded House - and Which Parts can be Saved” (https://www.washingtonpost.com/graphics/2017/ national/flooded-homes/?utm_term=.6e112c8808b0)

U.S. Department of Justice, “2010 ADA Standards for Accessible Design.”

John Day, Jori Erdman, “Mississippi Delta Restoration, Pathways to a Sustainable Future.” Metal Construction Association, “Technical Resources” (http://www.metalconstruction.org/)

India Block, “Tokyo Kindergarten by Tezuka Architects Lets Children Run Free on the Roof.” (https://www.dezeen.com/2017/10/02/fuji-kindergartentokyo-tezuka-architects-oval-roof-deck-playground/) International Code Council, “2012 International Building Code.”

Rory Stott, “This Modular Green Wall System Generates Electricity from Moss” (https://www.archdaily.com/782664/this-modular-green-wallsystem-generates-electricity-from-moss)

U.S. Green Building Council, “LEED Reference Guide for Building Design and Construction.”

Englert Inc, “Metal Roofing Advantages” (https://www.englertinc.com/the-advantages-of-metal-roofing.html)

American Society of Heating, Refrigerating and Air-Conditioning Engineers, “ANSI/ASHRAE Standard 62.1-2007, Ventilation for Acceptable Indoor Air Quality.”American Society of Heating, Refrigerating and Air Conditioning Engineers, “Achieving Zero Energy, Advanced Energy Design Guide for K-12 School Buildings.”American Wood Council, “Calculating the Fire Resistance of Exposed Wood Members.”

U.S. Environmental Protection Agency, “Water Sense Certified Products.” (https://www.epa.gov/watersense/watersense-products)

American Institute of Timber Construction, “Glulam” (http://www.aitc-glulam.org/glulam.asp)

ACKNOWLEDGMENTS

We would also like to thank our industry partners and professionals who offered feedback and critique: Traci Birch (Research Faculty at the Coastal Sustainability Studio), Gary Gilbert, Buddy Ragland, and Joe Saffiotti (Partners at Coleman Partners Architects), Whitney LeJeune (Associate at Remson Haley Herpin Architects), Jeff Carney (Associate Professor in the School of Architecture and Director of the Coastal Sustainability Studio), Marwan Ghandour (Professor and Director of the School of Architecture), Thomas Sofranko (Associate Dean of the College of Art+Design), David Bonaventure (Principal at Salas O’Brien Engineering), Liz McCormick (Architecture Research Fellow at Eskew+Dumez+Ripple), Frank Thompson (Thompson Luke & Associates) and Michael Terry (ADG Engineering). We are especially thankful for the help of Claudette Reichel, director of the LaHouse Resource Center, who periodically met with us to discuss a range of topics, including floodhardy design and building science practices that achieve net zeroLastlyenergy.we would like to thank our friends and family who have championed us through this project, our education, and ultimately, our pursuit of design for a better world. 96 Team M+B (Michelle Jones, Christopher James, Zach McLain)

37 FIG.

Christopher James, Michelle Jones, and Zachary McLain of Team M+B would like to sincerely thank the numerous people and organizations that supported us in the completion of the 2018 Race to Zero Elementary School Competition.Wewould first like to thank the Louisiana State University School of Architecture for their investment in our development over the past five years, culminating in this final project. Professor Robert Holton directed this studio course and offered invaluable guidance throughout the process. We would also like to thank our fellow classmates who supported and encouraged us this semester: Andrea Thigpen, Austin Sandel, Spencer Flanders, Katie Brochard, Brandon Slaughter, Zeadrick Williams, Sarah Eikrem, and Frank Alvarez. Frank Alvarez also offered assistance in the use of Open Studio which was incredibly helpful.

-

Louisiana State University College of Art and Design School of Architecture Team M + B 2018 Race to Zero Project Appendices Elementary School (ES) Contest

PROCESS

Architectural precedents were then selected that embodied the salient qualities observed in the model [FIG. 2]. For example, the idea of a trellis or outdoor canopy was extracted from the "gaseous" parts of the model, offering spatial conditions that could inform the school's outdoor spaces and connections with the public. Such precedents include the structure of Millennium Park in Chicago, and the photovoltaic roof of the Bullitt Center in Seattle. From the "solid" parts of the model, ideas of rhythm and an exposed structure surfaced that could organize the school's classrooms and other interior spaces. More specifically, the use of engineered wooden beams and columns in the Freemen's School of Surrey, United Kingdom served as a moving precedent. The "liquid" portions of the model then connect these two experiences, influencing the spaces of circulation to ebb, flow, and pool much like a stream or a river. The hallways and entrances of the re-designed Sandy Hook Elementary School in Massachusetts were influential in the development of this conceptualization.

Responding to the recent floods of 2016 in Baker, Louisiana, it was imperative that the schematic design process for a net-zero energy elementary school begin with an intimate connection to water. Not only does such a connection enable the building to endure the next flood event, it also creates learning opportunities for its students to understand a person's relationship with water, a necessary endeavor in Southern Louisiana. The first step in this inquiry was to conceptualize water in its three phases - solid, liquid, and gas. The solid form of water, ice, is inherently structural, rigid, and secure. The molecular structure of ice is a highlyordered network of crystals that produce stability and consistency. The liquid form of water on the other hand flows and fills the space it is given. Water is dynamic and necessary in all processes of life. Lastly, the gaseous form of water hovers overhead. The vapor's structure is that of a spread out, randomized field of movement and openness. These three conceptualizations were then materialized in a physical model [FIG. 1], starting the translation of the idea into architectural space.

FIG. 1 - Concept Model of the phases of water FIG. 2 - Solid, Liquid, and Gas Architectural Translations (ArchDaily)

GASLIQUIDSOLID

39

FIG. 3 - Schematic Design Review on February 9th, 2018 FIG. 5 - Site Organization Diagram ModelFIG. 4 - Baker Park Site (Google Maps) From these precedents, additional models were built to further refine the concepts discovered in the phases of water. The model to the right begins to diagram an organizational strategy for the school on the site [FIG. 5]. An existing community park just southwest of the lot on Baker Boulevard [FIG. 4] informed the design decisions represented by this model, anchoring an axis of movement and connection that runs at an angle through the site. As the design progressed, this axial composition became less important, for collaboration among students is not best supported by a linear organization. However, connection to the park through a southwestern entry and anchor was preserved and prioritized. 40

41

FIG. - Program Adjacency Diagram Model FIG. 7 - Circulation Diagram Model Diagram Model

6

FIG. 8 - Structural System

A second model, influenced by the molecular structure of water, positions the different required programs of the school along the axis of the first model [FIG. 6]. The strengths of this iteration include a visual and physical permeability between programs on the interior, and a visual prominence of each individual program on the exterior. This model was followed by a third that forgoes the axial organization in favor of a field, diagramming the possibilities of circulation between private and public spaces [FIG. 7]. The strengths of this iteration include clear entry from the west and an intermingling of interior and exterior spaces. The last model of this series translates the idea of Glu-Lam timbers as a structural system into the framework that houses gym, cafeteria, administrative, and classroom spaces on the Baker Park site [FIG. 8]. The strength of this iteration includes an expressive structure that creates a compositional rhythm as well as ideas about constructability. Each of these models were pivotal in articulating the team's decisions as the design progressed. Each subsequent drawing and model responded to these early decisions.

FIG. 10 - Arrived Conceptual Strategy Model

Following the conceptual models, a series of timed sketches were completed to arrive at a schematic floor plan for the school [FIG. 9]. By placing a time-limit on each drawing, the team was able to produce numerous varied design decisions. Issues of program, adjacency, and required square footages were addressed. The most salient of these drawings was influenced by the ideas of permeability and membranes, resembling the cell of a living organism. From this drawing, a model was built that further refines the floor plan and its relationship to the site [FIG. 10], resolving into a courtyard scheme. The different types of spaces (solid, liquid, gas) are color-coded and correlate with the private, semi-private, and public programs of the school, centered around a courtyard. 42

FIG. 9 - Timed Conceptual Strategy Sketches

Once a floor plan was established through the iterative conceptual models, focus shifted to the design's sectional qualities. In order to achieve net-zero energy, it is important for the building's assemblies to manage solar heat gain to reduce the cooling loads of the HVAC systems. Shading techniques and daylighting strategies were studied in each cardinal direction, prioritizing the admission of diffused northern light over the direct radiant heat of southern light. [FIG. 11].

Since the site has little to no topography, drainage must considered as a designed system. Pools on site for water retainage serve as landscape elements as well as teaching moments for students. The concept of pooling is also re ected in the way students and teachers congregate, learn, and occupy the building. BAKER PARK COURTYARD COURTYARD ADMIN. MECH. LANDSCAPED FILL FOR ACCESS ELEVATED PILE FOUNDATION ABOVE BFE

CAFETERIA COLLAB. MEDIA/MULTI COLLAB. COLLAB. COLLAB. COLLAB.CLASS CLASS CLASS CLASS SERVICE ACCESS BEYOND PHOTOVOLTAIC PANELS ON TRELLIS (TYP.)

Instead of solid barriers (ie: walls and doors), selectively permeable membranes, or lters, are employed in a layered fashion to de ne and separate spaces while still allowing for exibility and collaboration.

WATER/LIQUID - Spaces of circulation that ow, pool, gather, ll.... connecting programs to each other, owing between the ice underneath the vapor overhead (media center, collaboration spaces, art/music, etc.)

In response to the low-lying topography and frequency of ooding on the site, water was selected as the primary driver for the design, both conceptually and programmatically. Water in its various forms inspire the organizational strategies of the proposal, and the building’s relationship to water serves as a teaching tool for the students.

FILTERS/LAYERS POOLS/STREAMS

FIG. 11 - Facade studies based on cardinal orientation NEW BAKER ELEMENTARY SCHOOL CONCEPTUAL FRAMEWORK:

43

VAPOR/GAS - Public spaces that ll the in-between, sheltered outdoor spaces/porches, can morph over time, oating (courtyards, parking, cafe/gym, etc.)

ICE/SOLID - Static programs that anchor the space, something constant for the students/teachers to structure around (classrooms, admin, mechanical, etc.)

VAPOR ICE WATER VAPOR WATER ICE WATER ICE VAPOR S NVAPORVAPOR ICE WATER WATER ICE WATER ICE VAPOR SLOPED PUBLIC ENTRY PLAZA BUS DROPOFF/PICKUPNEW ACCESS/PROMENADE CAR DROPOFF/PICKUP - STAFF PARKING BAKER BLVD.

CONCEPTUAL EAST-WEST SECTION W E CONCEPTUAL NORTH-SOUTH SECTION

For the sectional organization of the site, it was important to note the building's relationship to the ground, for an open, elevated foundation was selected to reduce flood risk and highlight the building's resilience [FIG. 12]. Across the site in both directions, the conceptual strategy of solid, liquid, and gaseous spaces is deployed.

PHASES OF WATER

OUTDOOR SEATING, PUBLIC ENGAGEMENT PHOTOVOLTAIC PANELS ON TRELLIS (TYP.)ART/MUSIC/MEDIA INTERMINGLED WITH CLASSROOMS AS BUILDINGTHROUGHOUTREQUIREDADMIN AS ENTRANCE/EXITSECUREPLAYGROUND/REC BEHIND SECTION, PARKING FOR PUBLIC ACCESS WATER DRAINAGE UNDERNEATH ELEVATED PILE FOUNDATION ABOVE BFEWATER DRAINAGE UNDERNEATHLANDSCAPED FILL FOR ACCESS FIG. 12 - Conceptual framework with diagram sections through the site

Second Roof Energy from Algae Wastewater dispersed in algae pond for treatment

LANDSCAPEBUFFER ENTRANCESERVICE BAKER BLVD BAKER BLVD BUFFER POND CARPOOLLANDSCAPEBUFFERDROP-OFF VISITOR PARKINGADMIN DROP-OFFBUS Bus lane closed o when not in use PLAYGROUNDS BAKERPARKRD. STUDENTSVISITORS STUDENTS Service entrance closed o when not in use

FIG. 14 - Proposed Energy Strategies

Perimeter landscaping reduces direct heat gain to the external building surface Cistern for rainwater collection and re-use, visible for educational purposes

Living walls reduce wall surface temperatures, air temperatures, and noise level. Additionally, they provide needed visual protection in strategic areas. Small retention ponds adjacent to building manage stormwater runo and provide opportunity for geothermal cooling Retention Pond Living Walls

bridge crossing after-hourplaygroundintoforuse Visitors must enter through single, monitored entrance to Adminstration Lobby PUBLIC VEHICULAR TRAFFICLEGENDVISITOR ENTRY SAFE ZONE - LOOSE SAFE ZONE - DENSE STUDENT VEHICULAR TRAFFIC ACTIVE BARRIERS - BLDG OUTLINE ACTIVE BARRIERS - CONTROL POINTS PASSIVE BUFFERS ACTIVE BARRIER - OPERABLE GATES STUDENT ENTRY

Monitored

In light of the recent shootings in school across the United States, the school's security strategies were considered [FIG. 13]. Access into the building is controlled by the primary entry to the southwest, and a secondary entry to the northeast. Security doors are added to partition the classrooms from the rest of building in the event of an emergency. Also, the landscape surrounding the landscape "buffer" surroundings the building footprint, limiting access from the road and parking lots. Additionally, potential energy generation/conservation strategies [FIG. 13] were developed. Some ideas include photovoltaics as a "second roof" for shading, living walls and roofs to reduce heat gain, and water management strategies such as retention ponds and cisterns. 44

FIG. 13 - Proposed Security Strategies

1’ = 1/64”ENERGY STRATEGIESLandscaped

Microbial Fuel Cell system captures energy from photosythetic processes in the algae to generate electricity

1’ =

Shade Water Gutter / Cistern

Extended “second roof” allows greater passive cooling, increas es shade coverage, and holds an extensive PV array

1/64”SECURITY STRATEGIES

After building the initial digital model, problems in the design became clearly evident, such as a large surface area of the building envelope which reduces thermal performance [FIG. 17]. Also, the various angles caused problems in constructability, necessitating a more logical structural grid [FIG. 18]. After addressing these issues, decisions on wall material [FIG. 19] and PV Panel placement on the roof [FIG. 20] were made.

Schematic design concluded with the translation of these ideas into a three-dimensional digital model. Utilizing "Collaboration for Revit", a cloud-based server that enables multiple users in the same Revit file at once, the team was able to efficiently input the information gathered from the design process illustrated on the preceding pages. The digital model was then able to quickly visualize the proposal in plan [FIG. 15] and section [FIG. 16]. 492 SF MULTI-PURP.CLSRM 618 SF 4TH 650 SF 4TH77 SF MECH657 SF 5TH 641 SF 5TH 550 SF LOADINGCAFE4724 SF GYM 2080 SF CAFETERIA 246 SF RR 638 SF 3RD 642 SF 3RD 82 SF MECH 641 SF 2ND 654 SF 2ND 48 SF STOR. 259 SF RR 21 SF JAN. 338 SF TEACHERLOUNGE 2470 SF CENTERMEDIA 959 SF MUSIC 670 SF 1ST 95 SF MECH 653 SF 1ST 35 SF RR646 SF K 33 SF RR 668 SF K 46 SF STOR. 45 SF RR 804 SF ART 173 SF RR 1700 SF ADMIN 545 SF KITCHEN 352 SF RR 35 SF RR 8915 SF PLAYGROUND 133 SF PRINC.ASST. 1297 SF COLLABORATIVESPACE 1577 SF COLLABORATIVESPACE 1374 SF COLLABORATIVESPACE 1404 SF SP.SUITEED. DRAWINGS, SPECIFICATIONS DOCUMENTS PREPARED BY THE PROJECT AND, UNLESS OTHERWISE DOCUMENTS AND SHALL RETAIN INCLUDING REPRODUCIBLE COPIES, ARCHITECT'S DRAWINGS, SPECIFICATIONS CONNECTION WITH THE OWNER'S OCCUPANCY OF THE PROJECT. DRAWINGS, SPECIFICATIONS OR SHALL NOT BE USED BY THE OWNER OR FOR COMPLETION OF THIS UNLESS THE ARCHITECT IS ADJUDGED DEFAULT UNDER THIS AGREEMENT, AGREEMENT IN WRITING AND Project Number: ProjectDate: Architect: MCLAINJAMESJONES LOUISIANA STATE SCHOOL OF http://design.lsu.edu/architecture/ARCHITECTURE ARCH 5001 -COMPREHENSIVEDESIGN 136 LOUISIANAATKINSONSTATEBATONROUGE,tel225.578.6885

257 SF SM. INSTRUCTIONGRP. THE

282018114357PMCUsesZachDownoadsBakeEemWDTSGv BAKERNEWA101FLOORSCHOOLELEMENTARYProjectStatus1/16" = 1'-0"1 LEVEL 1 CANOPYTRELLISLIVING WALL ENTRY TO CLASS ROOM HUBS GLULAM BEAMS PV PANELS WATER UNDERNEATHDRAINAGE LANDSCAPINGINTEGRATED SHELVESLIGHT DROP-OFFBUSPV PANELS OUTDOOR SEATING FOR AFTER-HOURS USE DUCTWORKEXPOSEDENTRYPROPOSEDROAD LANDSCAPEDFILLFORACCESS CAFETERIA 1’ : 1/16” MEDIA CENTERCOURTYARDPLAZA BUILDING SECTION FIG. 15 - First iteration of the floor plan FIG. 16 - First iteration of the building section

45

FIG. 17 - Simplification of floor plan to reduce surface area of building envelope and improve constructability FIG. 18 - Development of a structural grid based on simplified floor plan 46

FIG. 19 - Further iteration of floor plan with decisions about wall materials FIG. 20 - Further iteration of roof plan with location and sizing of photovoltaic array for renewable energy generation 47

The innovation of the arrived design for a new elementary school in Baker, Louisiana is found in the refinement of the building section, transitioning from a more closed, private classroom on the perimeter, to collaborative spaces adjacent to an outdoor classroom/courtyard in the center. This prioritization of collaborative learning spaces is in response to 21st Century Schools Pedagogy, which champions literacy and critical thinking skills through varied learning environments. Creating flexible spaces for varied use by teachers and students alike anticipates future changes in curriculum and teaching modalities. Framed by the exposed Glu-Lam structure that highlights the gabled roof overhead, these important spaces were visualized in perspective renderings and a sectional model, below [FIG. 16].

In conclusion, the schematic design process armed the team with a strong conceptual underpinning to advance the development of the elementary school design. More specifically, the architectural ideas of program, circulation, enclosure, and structure were defined. The next steps, as outlined in the preceding report, were to design the technical specifications that would make this project achieve Net-Zero Energy. These specifications include interior design, lighting, plug loads, appliances, energy analysis, constructability, financial analysis, envelope performance and durability, indoor air quality and ventilation, mechanical systems, plumbing systems, electrical systems, and finally, construction documentation.

FIG. 21 - Conceptual rendering of classrooms (left), Conceptual rendering of collaborative courtyard (right), 1/2" Concept Section Model (center)

48

Team Name M+B Contest Category  Elementary School RSMeans EstimateTeam Estimate General Requirements  $         4,297,428.70 $       3,945,093.84 Substructure $            471,115.79 $           403,098.00 Shell $         7,204,161.60 $       5,562,611.02 Interiors $            946,468.80 $           809,230.82 Services $         3,380,659.20 $       2,222,933.45 Equipment & Furnishings $            178,488.00 $           154,719.16 Special Construction $            643,796.00 $           556,860.00 Building Sitework $            604,775.30 $           605,152.10 Total Construction Costs $       13,429,464.69 $     10,314,604.55 Total Project Costs $       17,726,893.39 $     14,259,698.39 Sq. Ft 48,240 State Louisiana City Baker Cost per Square Foot $                    213.82 Location Factor compared to Natio 85.50% Construction Cost Summary Project Summary Elementary School FINANCIAL ANALYSIS - RS MEANS Construction Cost Summary Team: MnB Collegiate Institution Name: Contest Category Sq.ft.  48,240 State Louisiana City  Baker Location Factor  85.50% Team Estimated Total Cost: $    10,314,604.55 Square Foot Cost $              213.82 Description  RS Means  Default % RS Means Total  Estimate Estimated  % Team Estimate  Total 32.00% $        4,297,428.70 31.00%3,945,093.84$    A General Requirements: Contractor Fees (GC,Overhead,Pr 25.00% $        3,357,366.17 24.00%3,223,071.53$    B General Requirements: Architectural, Engineering, and ot 7.00% $           940,062.53 7.00%722,022.32$       C User Fees 0.00% $                         0.00% $                     RS Means  Estimated  Cost per  General Requirements (sum of A‐C) Elementary SchoolLouisiana State University 49

D4010 Sprinklers: Wet pipe sprinkler systems, steel, light hazard, 1 floor $           2.51 $               121,082.40 $            2.15 $          103,525.45

D4020 Standpipes: Wet standpipe risers, class III, steel, black, sch 40

$            94,863.96 C3020 Floor Finishes: Vinyl, composition tile $           1.76 $                 84,902.40 $            1.50 $            72,591.55 C3030 Ceiling Finishes: Plaster Ceilings, 2 coat gypsum $           6.52

D5010 Electrical Service/Distribution: Service installation, includes breakers, meterin

Roof Coverings: Formed Metal, Standing Seam $           3.63 $               175,111.20 $            3.10 $          149,720.08 B3010 Roof Coverings: Green Roof $         10.29 $               496,389.60 $            8.80 $            35,156.61 Interiors  $         19.62 $               946,468.80 $          16.78 $         809,230.82 C1010 Partitions: Drywall Partitions/Wood Stud Frame

Wall Finishes: Painting interior on walls and ceilings $           0.78 $                 37,627.20 $            0.67 $            32,171.26 C3010

General Requirements (sum of A‐C) 50

D3010

$           0.17 $                    8,200.80 $            0.15 $              7,011.68 $           0.41 $                 19,778.40 $            0.35 $            16,910.53

$           4.43 $               213,703.20 $            3.79 $          182,716.24 C1020 Interior Doors: Door, single leaf, steel frame, hollow metal, commercial quali1.46$            $                 70,430.40 $            1.25 $            60,217.99 $                 27,014.40 $            0.48 $            23,097.31 C1030 $                 43,416.00 $            0.77 $            37,120.68 C3010

Wall Finishes: Wall coatings, acrylic glazed coatings, maximum $           0.29 $                 13,989.60 $            0.25 $               110,952.00 $            1.97 $               314,524.80 $         70.08 $            3,380,659.20 $                 62,712.00 $            53,618.76 $                 26,049.60 $            0.46 $              7,000.00 $           0.48 $                 23,155.20 $            0.41 $            22,920.00 $           0.59 $                 28,461.60 $            0.50 $            24,334.67 Domestic Water Distribution: Roof drain, CI, soil,single hub $           0.45 $                 21,708.00 $            0.38 $            18,560.34 Energy Supply: Commercial building heating system, fin tube radiation, force8.71$            $               420,170.40 $            7.45 $            27,657.00 D3050 Terminal & Package Units: Splt sys, air cooled condensing unit, schools and co $         11.65 $               561,996.00 $            9.96 $          480,506.58

D2040 Domestic Water Distribution: Roof drain, CI, soil,single hub

$           0.15 $                    7,236.00 $            0.13 $              6,186.78 D4020 Standpipes: Wet standpipe risers, class III, steel, black, sch 40

D2040 Domestic Water Distribution: Rain Water Drainage

C1030 Fittings: Toilet partitions, cubicles, ceiling hung, stainless steel $           0.56

32.00% $        4,297,428.70 31.00%3,945,093.84$    A General Requirements: Contractor Fees (GC,Overhead,Pr 25.00% $        3,357,366.17 24.00%3,223,071.53$    B General Requirements: Architectural, Engineering, and ot 7.00% $           940,062.53 7.00%722,022.32$       C User Fees 0.00% $                         0.00% $                     AssembliesName RS Means  Estimated  Cost per  Sq.Ft. w/  escalation  for 2018  costs  RSMeans  Estimated Subtotal Team  Estimate  Cost Per  Sq.Ft. Substructure  $9.77 $               471,115.79 $            8.35 $         403,098.00 A1020 Special foundation: Cast‐in‐Place Concrete Piles, 10 pile cluster $           9.77 $               471,115.79 $            8.35 $          403,098.00 Shells $       103.60 $            7,204,161.60 $       127.69 $      5,562,611.02 B2020 Exterior Windows: Windows, aluminum, awning, insulated glass $           4.41 $               212,738.40 $            3.77 $          181,891.33 B2030 Exterior Doors: Door, aluminum & glass, with transom, narrow stile, double d $           0.45 $                 21,708.00 $            0.38 $            18,560.34 B2031 Exterior Doors: Door, steel, hollow metal, no fire label $           0.16 $                    7,718.40 $            0.14 $              6,599.23 B3010 Roof Coverings: Insulation, rigid, roof deck, polyisocyanurate, 2" thick $           2.46 $               118,670.40 $            2.10 $          101,463.19 B3010 Roof Coverings: Base flashing, rubber, neoprene, reglet, galv counter flashing $           0.19 $                    9,165.60 $            0.16 $              7,836.59 B3010 Roof Coverings: Roof edges, aluminum, duranodic $           0.80 $                 38,592.00 $            0.68 $            32,996.16 B3010 Roof Coverings: Flashing, aluminum, no backing sides

$         23.10 $            1,114,344.00 $          19.75 $          105,131.91 B3010

$           0.13 $                    6,271.20 $            0.11 $              5,361.88 B1010 Floor Construction: Wood Beams & Joists $         47.50 $            2,291,400.00 $          1,959,147.0040.61$       Roof Construction: Wood Beams & Joists $         47.50 $            2,291,400.00 $          2,838,204.5640.61$       B2010 Exterior Walls: Panel, Shingle, and Lap Siding $           8.72 $               420,652.80 $            7.46 $          120,542.14 B2010 Exterior Walls: Brick Veneer/Wood Stud Backup

$            1.11

$            11,961.11 C3010 Wall Finishes: Ceramic tile, thin set $           0.62 $                 29,908.80 $            0.53 $            25,572.02 C3020 Floor Finishes: Carpet, tufted, nylon, roll goods $           2.30

Fittings: Chalkboards, aluminum frame & chalktrough $           0.90

59.92 $          2,222,933.45 $       D2010 Plumbing Fixtures: Water closet, vitreous china, bowl only with flush valve, w $           5.24 $               252,777.60 $            4.48 $          216,124.85 D2010 Plumbing Fixtures: Urinal, vitreous china, wall hung $           0.55 $                 26,532.00 $            0.47 $            22,684.86 D2010 Plumbing Fixtures: Lavatory w/trim, wall hung $           2.63 $               126,871.20 $            2.25 $          108,474.88 D2010 Plumbing Fixtures: Kitchen sink w/trim, countertop, stainless steel $           0.17 $                    8,200.80 $            0.15 $              7,011.68 D2010 Plumbing Fixtures: Service sink w/trim, PE on CI,wall hung w/rim guard $           0.12 $                    5,788.80 $            0.10 $              4,949.42 D2010 Plumbing Fixtures: Water cooler, electric, wall hung, wheelchair type $           1.30

D2020 Domestic Water Distribution: Gas fired water heater, commercial, 63 GPH0.54$

D2040

$            5.57 $          268,918.70 Services

E1090 School equipment, bleachers, telescoping, manual, to 15 tier, 200

Lighting and Branch Wiring:Central air conditioning power, 4 watts $           0.52 $                 25,084.80 $            0.44 $            21,447.50

Lighting and Branch Wiring: Receptacles incl plate, box, conduit, wire, 8 per 1

D5030 Communications and Security: Communication and alarm systems, includes o

D5020

D5010

D5020

D5030 Communications and Security: Communication and alarm systems, fire detec $           1.84 $                 88,761.60 $            1.57 $            75,891.17 D5030 Communications and Security: Fire alarm command center, addressable with $           0.25 $                 12,060.00 $            0.21 $            10,311.30 D5030 Communications and Security: Communication and alarm systems, includes o $           0.31 $                 14,954.40 $            0.27 $            12,786.01 D5030 Communications and Security: Communication and alarm systems, includes o $           0.33 $                 15,919.20 $            0.28 $            13,610.92 D5030 Communications and Security: Internet wiring, 2 data/voice outlets per 1000 $           0.34 $                 16,401.60 $            0.29 $            14,023.37 D5090 Other Electrical Systems: Generator sets, w/battery, charger, muffler and tra0.09$            $                    4,341.60 $            0.08 $              3,712.07 D5090 Other Electrical Systems: Photovoltaic power system, grid connected 40kW A $           8.35 $               402,804.00 $            7.14 $          344,397.42 Equipment & Furnishings $           3.70 $               178,488.00 $            3.16 $         154,719.16 E1020 Institutional Equipment $                              $               $                         Architectural equipment, laboratory equipment, counter tops, stainless steel $           0.15 $                    7,236.00 $            0.13 $              6,186.78 E1090 Other Equipment, Food Service Equipment $           0.40

$               261,943.20 $            4.64 $          223,961.44 D5020

$           0.30 $                 14,472.00 $            0.26 $            12,373.56

$           0.27 $                 13,024.80 $            0.23 $            11,136.20

Auditorium chair, all veneer construction, 250

$           2.65 $               127,836.00 $            2.27 $          109,299.78

Lighting and Branch Wiring: Wall switches, 2.0 per 1000 SF

$         556,860.00 F1040 Special Facilities: Liquid, Gas, and Storage Tanks, Ground Level $           4.15 $               200,196.00 $            3.55 $          198,750.00 Living Wall $       110.00 $               242,000.00 $          94.05 $          206,910.00 Nana Wall $    1,200.00 $               201,600.00 $    1,026.00 $          151,200.00 Building Sitework $           0.43 $               604,775.30 $            0.37 $         605,152.10 G1030 Building Sitework: Site Earthwork, Cut and Fill Clay $           0.43 $                 20,743.20 $            0.37 $            21,120.00 G2010 Roadways: Bituminous Roadways Gravel Base $              $               146,760.00 $              146,760.00$           G2020 Parking Lots: 90< Angle Parking, 3" Bituminous Paving, 6" Crushed Stone, 50 ‐$              $               101,500.00 $              101,500.00$           G2020 Parking Lots: 90< Angle Parking, 3" Bituminous Paving, 6" Crushed Stone, 20 ‐$              $                 40,100.00 $               $            40,100.00 G2030 Pedestrian Paving: Concrete Sidewalks, 5' wide $              $                 85,607.70 $               $            85,607.70 G2040 Site Development: Wood Decks $              $               210,064.40 $              210,064.40$           51

D5010

D5020

Electrical Service/Distribution: Feeder installation 600 V, including RGS condu

D5020

Lighting and Branch Wiring: Miscellaneous power, 1.2 watts

D5020

Lighting and Branch Wiring: H.I.D. Ficture, High Bay, 30' $           7.79 $               375,789.60 $            6.66 $            39,789.53

Lighting and Branch Wiring: Lighting On/Off Control System $           1.17 $                 56,440.80 $            1.00 $              5,976.09 $           0.26 $                 12,542.40 $            0.22 $            10,723.75 $                 19,296.00 $            0.34 $            18,610.00 $            0.32 $            15,673.18 $           0.53 $                 25,567.20 $            0.45 $            21,859.96 E1090 Flagpoles, fiberglass, tapered, ground set, 23' high, excludes base or foundat0.04$            $                    1,929.60 $            0.03 $              1,649.81 E1090 Emergency lighting units, lead battery operated, twin sealed beam light, 25 W $           0.07 $                    3,376.80 $            0.06 $              2,887.16 E1090 Lockers, steel, baked enamel, double tier, 60" or 72", 300 $           0.79 $                 38,109.60 $            0.68 $            32,583.71 E1090 $           1.30 $                 62,712.00 $            1.11 $            53,618.76 $           0.04 $                    1,929.60 $            0.03 $              1,649.81 $    1,314.15 $               643,796.00 $    1,123.60

Special Construction

Electrical Service/Distribution: Switchgear installation, incl switchboard, pane $           0.63 $                 30,391.20 $            0.54 $            25,984.48 D5020

D5020

Lighting and Branch Wiring: Daylight Dimming System $           3.48 $               167,875.20 $            2.98 $          143,533.30

$           0.40 $                 19,296.00 $            0.34 $            16,498.08

E1090 Sound system, amplifier, 250 W

Lighting and Branch Wiring: Fluorescent fixtures recess mounted in ceiling, 15.43$

E1090 Master time clock system, master controller, clocks & bells, 20 room, excl. w0.38$            $                 18,331.20

ENERGY ANALYSIS - OPEN STUDIO 52

53

54

55

56

57

58

59

EVERYMADEHASARCHITECTTHE1. ANDACCURACYTHEENSURETOEFFORT HOWEVER,PLANS.THESEOFCORRECTNESS THEREVIEWSHALLCONTRACTORTHE OTPRIORDOCUMENTSCONSTRUCTION CONFLICTS,INTERNALFORWORKBEGINNING DISCREPANCIESSUCHETC.OMISSIONS, TOREPORTEDBEIMMEDIATELYSHALLTHE TOPRIORCLARIFICATIONFORARCHITECT LIKEWISE,WORK.OFCOMMENCEMENTTHE IMMEDIATELYSHALLCONTRACTORTHE DISCREPANCIARCHITECTTHETOREPORTES CONSTRUCTIONTHEINFINDSHE ORFWORKDURINGDOCUMENTS THETOPRIORCLARIFICATION WORK.OFCOMMENCEMENT REVIEWSHALLCONTRACTORTHE2. CONDITIONSITEALLVERIFYANDS EXISTINGTO:LIMITEDNOTBUT(INCLUDING, &SYSTEM[S]SEWERSTORMGRADES, TREESBASINS,CATCHLOCATION[S],& POLIGHTPAVING,VEGETATION,LES, UNDERGROUNDANDEQUIPMENTTELEPHONE ANYWORK.BEGINNINGTOPRIOROBJECTS) WORK,PROPOSEDTHEWITHCONFLICTS BEIMMEDIATELYSHALLETC.OMISSIONS, FOARCHITECTTHETOREPORTEDR OFPERFORMANCETOPRIORCLARIFICATION WORK.ANY "SCALE"TONOTISCONTRACTOR3. DRAWINGS. WITHCOMPLYSHALLCONTRACTOR4. ANDRULES,ORDINANCES,LAWS,CODES,ALL AUTHORITIESPUBLICALLOFREGULATIONS GOVERNINGLOCAL)ANDSTATE,(FEDERAL, ANDPERSONS,OFSAFETYWORK,THE PROTECTION.ENVIRONMENTAL BTOWALLSHEIGHTFULLALL5.E INSULATED.edition2012Code,BuildingInternationalCode:Building edition2012NFPACode:SafetyLife 2010ADA,Codes:Other systemsprinklermonitoredfullywithequippedisBuilding IBC occupancy:building EB,3,A2,A type:constuction IVType occupants1,898load:occupant 49B:589;E:854;3:A406;2:A stories30",65'height:allowablemaximum height:actual 0",32'story SF121,125area:allowablemaximum SF48,240area:grossactual nonerequirements:occupancyspecial requirements:construction requirements:protectionfire 1Hourratedseparation occupanciesbetween SafetyLifetoReferrequirements:egressofmeans LoadsOccupantandWidthsEgressforPlans Nonerestrictions:special andAssembly,Business,systems:alarmandsprinklers byseparatedbeshallOccupanciesEducation ratedhourone storefrontminute60anddoorsminute45andpartition FORFOR

no

CONCRETEGYPSUM PLYWOODSTEELBRICK SANDGRASSGROUND/EARTH BRUSHED  CONCRETE WOOD ROOM NAME ROOM NAME 101 DOOR TAG RE: RTZ 11 234.5 WINDOW TYPE TAG RE: RTZ 11 WALL TYPE TAG RE: RTZ 11 A1.011 INTERIOR ELEVATION TAG A101 SIM1 A6.11 SIM EXTERIOR ELEVATION TAG BUILDING SECTION TAG A1011 SIM DETAIL TAG WALL SECTION TAGROOM NUMBER A101 SIMG1 W1 OTHERANDSPECIFICATIONSDRAWINGS,THE THISFORARCHITECTTHEBYPREPAREDDOCUMENTS ARCHITECT'STHEOFINSTRUMENTSAREPROJECT THISTORESPECTWITHSOLELYUSEFORSERVICE THEPROVIDED,OTHERWISEUNLESSAND,PROJECT THESEOFAUTHORTHEDEEMEDBESHALLARCHITECT LAW,COMMONALLRETAINSHALLANDDOCUMENTS RIGHTS,RESERVEDOTHERANDSTATUTORY THEOFCOPIES,REPRODUCIBLEINCLUDING OTHERANDSPECIFICATIONSDRAWINGS,ARCHITECT'S INREFERENCEANDINFORMATIONFORDOCUMENTS ANDUSEOWNER'STHEWITHCONNECTION ARCHITECT'STHEPROJECT.THEOFOCCUPANCY DOCUMENTSOTHERORSPECIFICATIONSDRAWINGS, ONOTHERSOROWNERTHEBYUSEDBENOTSHALL PROJECTTHISTOADDITIONSFORPROJECTS,OTHER OTHERS,BYPROJECTTHISOFCOMPLETIONFOROR INBETOADJUDGEDISARCHITECTTHEUNLESS BYEXCEPTAGREEMENT,THISUNDERDEFAULT APPROPRIATEWITHANDWRITINGAGREEMENT ARCHITECT.THETOCOMPENSATION Number:Project Date: Architect:ProjectM+BTEAM UNIVERSITYSTATELOUISIANA ARCHITECTUREOFSCHOOL http://design.lsu.edu/architecture/ -COMPREHENSIVE5001ARCH DESIGN HALLATKINSON136 UNIVERSITYSTATELOUISIANA 70803LAROUGE,BATON 225.578.6885tel 4628102011493MP BAKER ELEMENTARYPARKSCHOOL 4500BAKERBLVD.BAKER,LA70714 5005ARCH 04/28/2018 M+B COVER G1CONSTRUCTION FORDOCUMENTS REVIEW BAKER PARK ELEMENTARY 4500 BAKER BLVD. BAKER, LA 70714 91.15246330.593637,

veRssnombuS

REGIONAL MAP NEIGHBORHOOD MAP

ELEVATIONSA8BUILDING ELEVATIONSA9BUILDING SECTIONSA10BUILDING SECTIONSA11BUILDING SECTIONSA12BUILDING DETAILSA13SECTION ANDTYPESGLAZINGTYPES,A14WALL SCHEDULES DETAILSANDPLANE1ELECTRICAL DETAILSANDPLANM1MECHANICAL DETAILSANDPLANP1PLUMBING DETAILSANDPLANSS1STRUCTURAL ABBREVIATIONS

PROJECT  LOCATION

SYSTEMSCHOOLBAKER

DOCUMENTSCONSTRUCTION

NFPA ofclassificationoccupancy: AssemblyEducation, ofmeansegressrequirements: LifetoReferreq'd:egressofmeansofnumbercapacity LoadsOccupantandWidthsEgressforPlansSafetly SafetlyLifetoReferprovided:egressofnumbercapacity LoadsOccupantandWidthsEgressforPlans diagonaltheof1/3required:egressofmeansofarrangement exits2requiringroomsfor required:corridorsenddeaddistancetravel 250'Distance:Travel50'Limit:EndDead NArequirements:occupancy NAconditions:special required:protectionfire Sprinkled fromexits2Minimumoccupancy:toduereq'segressofmeans building; NFPAPerAsrequirements:furnishingsandfinishesinterior ADA Nonerequirements:special 60

DOCUMENTS.THESEINUSEDBEMAYABBREVIATIONSALLNOTLIST,ABBREVIATIONSSTANDARDAISCHARTFOLLOWINGTHENOTE: ss

MATERIAL PALETTE CODE INFORMATION DRAWING LEGEND

REQUIREDREQ'D. ROOMRM. SCHEDULESCHED. SIMILARSIM. SLOPESL. DISPENSERSOAPS.D. CORESOLIDS.C. SPECIFICATIONSSPECS. SQUARESQ. FEETSQUAREFT.SQ. STEELSTL. STORAGESTOR. STOREFRONTS'FRONT. STRUCTURALSTRUCT. SUSPENDEDSUSP. THICK(NESS)THK. TOILETTLT. DISPENSERPAPERTOILETT.P.D. OFTOPT.O. TYPICALTYP. VERIFYVER. FIELDINVERIFYV.I.F. JOBSITEONVERIFYV.O.J. VERTICALVERT. TILECOMPOSITIONVINYLV.C.T. CLOSETWATERW.C. FABRICMESH/WIREWELDEDW.W.M./F. WIDEW. WINDOWWIN. WOODWD. GALVANIZEDGAL. BARGRABG.B. GYPSUMGYP. AIRVENTILATINGHEATING,HVAC CONDITIONING HEIGHTHT. METALHOLLOWH.M. HORIZONTALHORIZ. WATERHOTHW HOURHR. INSULATIONINSUL. LAVATORYLAV. LOCATIONLOC. LONGL. MANUFACTURERMFR. MAXIMUMMAX. MECHANICALMECH. METALMTL. MINIMUMMIN. CONTRACTINNOTN.I.C. SCALETONOTN.T.S. NO.NUMBER CENTERONO.C. HANDOPPOSITEO.H. PAINTEDPTD. PAIRPR. DISPENSERTOWELPAPERP.T.D. LAMINATEPLASTICP.LAM. PLATEPL. PLUMBINGPLUMB. PROJECTPROJ. RADIUSRAD. TO)(REFERREFERENCERE: SURFACEREFLECTIVEREFL. REINFORCINGorREINFORCEDREINF.

GENERAL  NOTES

ABOVEABV. FLOORFINISHEDABOVEA.F.F. TILECEILINGACOUSTICALACOUST. ADJUSTABLEADJ. ALUMINUMALUM. BELOWBLW. BOARDBD. BOTTOMBTM. CABINETCAB. CEILINGCLG. LINECENTERC.L. CLEARCLR. CONCRETECONC. UNITMASONRYCONCRETEC.M.U. CONDITIONCOND. JOINTCONTROLC.J. DEEPD. DETAILDTL. DIAMETERDIAM. DISPENSERDISP. DOORDR. ELECTRICALELEC. CONDUITELECTRICALE.C. EQUALEQ. EQUIPMENTEQUIP. EXISTINGEXIST. JOINTEXPANSIONE.J. FLOORFINISHF.F. ELEVATIONFLOORFINISHF.F.E. FINISH(ED)FIN. EXTINGUISHERFIREF.E. CABINETEXTINGUISHERFIREF.E.C. FLOORFLR. DRAINFLOORF.D. FEETorFOOTFT.DRAWING INDEX PLANSAFETYA1LIFE PLANA2SITE DETAILSA3SITE PLANA4FLOOR DETAILSPLANA5FFE ELEVATIONSA6BUILDING ELEVATIONSA7BUILDING

0'16'32'64'128' 021 1:20 021:1:20 1:20 021 21/"1 1"12"12"1"/ 611 "0 RETAERGNAHT13FO611 345 -5'50"055FO3/1NAHTRETAERG28 0611116'OF1/3THANGREATER2"88' REQUIRED: 284 PROVIDED: 480 REQUIRED: 284 PROVIDED: 480 REQUIRED: 286 PROVIDED: 480 REQUIRED: 294 PROVIDED: 480 EGRESSLONGEST PATH: FT181 REQUIRED: 165 PROVIDED: 480 REQUIRED: 271 PROVIDED: 480 REQUIRED: 120 PROVIDED: 480 REQUIRED: 78 PROVIDED: 480 116 116 116 348 682 482 284 854 68 10 78 93 39 78 12 65 17 93 30 30 30 30 60 90 120 54 30 30 30 30 75 105 135 47 21 10 11 64 03 03 03 03 5 53 67 601 631 172 12 292 1 1 2 REQUIRED: 212 PROVIDED: 480 EGRESSLONGEST PATH: FT188 REQUIRED: 95 PROVIDED: 480 EGRESSLONGEST PATH: FT177 REQUIRED: 120 PROVIDED: 480 EGRESSLONGEST PATH: FT238 REQUIRED: 116 PROVIDED: 480 EGRESSLONGEST PATH: FT112 REQUIRED: 116 PROVIDED: 480 EGRESSLONGEST PATH: FT92 REQUIRED: 116 PROVIDED: 480 EGRESSLONGEST PATH: FT97REQUIRED: PROVIDED: 240 EGRESSLONGEST PATH: FT159 5 GYM/AUDITORIUM OCCUPANCY: 3A LOAD: 854 KITCHEN OCCUPANCY: 2A LOAD: 5 FIRE RISER DRY STOR. ELEC. I.T.SERVICE COOLERFREEZER RR RR CAFETERIA OCCUPANCY: 2A LOAD: 348 VESTIBULE ADMIN TIME-OUT RM WORKROOM NURSEPRINCIPALRRRROFFICECOUNSELOR RRGRP.SM.SPECIALINST.EDUCATION SUITE OCCUPANCY: LOAD:OCCUPANCY: B LOAD: OCCUPANCY: LOAD:OCCUPANCY: LOAD:OCCUPANCY: LOAD:OCCUPANCY: LOAD: OCCUPANCY: LOAD: 10 OCCUPANCY: E LOAD: 68 JAN. KMUSIC KRRCOLLABORATIVE SPACE MECH OUTDOOR CLASS 1ST 1ST MULTI-PURP. CLSRM RR RRMEDIA CENTERSTOR.I.T.JAN.ADMIN ASST. PRINCIPAL VESTIBULE RRTEACHER LOUNGE2ND2ND RR MECHOUTDOOR CLASS COLLABORATIVE SPACE 3RD RR3RD JAN. ART 4TH 4TH MECH.OUTDOOR CLASS 5TH 5TH RR COLLABORATIVE SPACE OCCUPANCY: 45LOAD: OCCUPANCY: E LOAD: 30 OCCUPANCY: E LOAD: 30 OCCUPANCY: LOAD: 30 OCCUPANCY: E LOAD: 30 OCCUPANCY: LOAD: 47 OCCUPANCY: B LOAD: 21 OCCUPANCY: LOAD: OCCUPANCY: B LOAD: OCCUPANCY: B OCCUPANCY:LOAD: E LOAD: 30 OCCUPANCY: E LOAD: 30 OCCUPANCY: E LOAD: 30 OCCUPANCY: E LOAD: 30 OCCUPANCY: E LOAD: 46 OCCUPANCY: LOAD: 30 OCCUPANCY: LOAD: 30 OCCUPANCY: E LOAD: 30 OCCUPANCY: E LOAD: 30 FE FEFEK)(TYPEFE FE FE FE LEGENDSAFETYLIFE FORREQUIREDRATINGFIRE2HR 601IBCPERWALLSEXTERIOR CONSTRUCTIONIVTYPEFOR SEPARATIONFIRE1HR BETWEENREQUIRED 508.4IBCPEROCCUPANCIES REQUIRED: ### PROVIDED: ### EGRESSLONGEST PATH: FT### 1004.1.2IBCPERLOADSOCCUPANT SPRINKLEREDFORCAPACITYDOORWAYEXIT OCCUPANTPER1005.3.2(.15"IBCPERBUILDING REQUIRED) LESSDISTANCETRAVELMAXIMUM 1016.2IBCPER250'THAN EXITILLUMINATEDWITHEXIT, OVERHEADSIGN ### CORRESPONDINGWITHPATHEGRESS LOADOCCUPANCY NOWITHSPACESFROMPATHEGRESS STORAGE,(RESTROOMS,LOADSOCCUPANCY MAXIMUMCALCULATETOETC.)MECHANICAL, APPLICABLEWHEREDISTANCETRAVEL FE WITHEXTINGUISHERSFIREREQUIRED 75'OFDISTANCETRAVELMAXIMUM 906.3IBCPER NOTESSAFETYLIFE PERPROVIDEDSYSTEMSPRINKLER-AUTOMATIC1 DETAILS)ANDPLANPLUMBING1/P1903(RE:IBC RATEDFIRE1HRAREPARTITIONSINTERIOR-ALL2 TYPES)WALL1/A14602.4.6(RE:IBCPER OCCUPANTWITHREQUIREDEXITS-MULTIPLE3 REMOTELY1015.1,IBCPER49OVERLOADS 1015.2.1IBCPERLOCATED ADAMEETTHRESHOLDSANDDOORWAYS-ALL4 CLEAR36"WITHREQUIREMENTACCESSIBILITY (TYP.) ACCESSIBILITYADAMEETRAMPSEXTERIOR-ALL5 ACONSIDEREDNOTSLOPE1:20REQUIREMENTS: FLOOR1/A4(RE:REQUIREDLANDINGSNORAMP, PLAN) 1/A5,(RE:ACCESSIBLEADAARERESTROOMSALL6 DETAILS)ANDPLANSFFE3/A5 OTHERANDSPECIFICATIONSDRAWINGS,THE THISFORARCHITECTTHEBYPREPAREDDOCUMENTS ARCHITECT'STHEOFINSTRUMENTSAREPROJECT THISTORESPECTWITHSOLELYUSEFORSERVICE THEPROVIDED,OTHERWISEUNLESSAND,PROJECT THESEOFAUTHORTHEDEEMEDBESHALLARCHITECT LAW,COMMONALLRETAINSHALLANDDOCUMENTS RIGHTS,RESERVEDOTHERANDSTATUTORY THEOFCOPIES,REPRODUCIBLEINCLUDING OTHERANDSPECIFICATIONSDRAWINGS,ARCHITECT'S INREFERENCEANDINFORMATIONFORDOCUMENTS ANDUSEOWNER'STHEWITHCONNECTION ARCHITECT'STHEPROJECT.THEOFOCCUPANCY DOCUMENTSOTHERORSPECIFICATIONSDRAWINGS, ONOTHERSOROWNERTHEBYUSEDBENOTSHALL PROJECTTHISTOADDITIONSFORPROJECTS,OTHER OTHERS,BYPROJECTTHISOFCOMPLETIONFOROR INBETOADJUDGEDISARCHITECTTHEUNLESS BYEXCEPTAGREEMENT,THISUNDERDEFAULT APPROPRIATEWITHANDWRITINGAGREEMENT ARCHITECT.THETOCOMPENSATION Number:Project Date: Architect:ProjectM+BTEAM UNIVERSITYSTATELOUISIANA ARCHITECTUREOFSCHOOL http://design.lsu.edu/architecture/ -COMPREHENSIVE5001ARCH DESIGN HALLATKINSON136 UNIVERSITYSTATELOUISIANA 70803LAROUGE,BATON 225.578.6885tel 4728102221:95MP BAKER ELEMENTARYPARKSCHOOL 4500BAKERBLVD.BAKER,LA70714 5005ARCH 04/28/2018 M+B SAFETYLIFE PLAN A1CONSTRUCTION FORDOCUMENTS REVIEW veRssnombuSssno 1'-0"=1/16"PLANSAFETYLIFE1 61

A8 A61 A71 A82 A93 A9 A92 A94 1 A3 2 A3 Sim 0"6'6"49'0"6' 12'-0" 6"707' 416'9" 8'-7" 1'-6" 79'-11" 1"-438' 194'-1" BLVD.BAKER DRKRAPREAKB 6"-81'0"8' 50'-8" 6"99' PANELS21 33PANELS 0"6' 0"3' 0"0' 0"3' 0"0' 0'0" 3'0" 0" 0" 0"3' 0" 0" 0"0' 0"3' 0 0"3' 0"0' 3 0 0"3' 0" WOODSEXISTING WOODSEXISTING PARKBAKER PARKINGVISITOR&CARPOOLSPACES28SPACES14ACCESSIBLE)ADA(4SPACES9 ENTRYMAIN PONDRETENTIONPONDRETENTION PLAYGROUND BUSDROPOFF 8 SPACES1"12" 221/2"12" 1"12" 121/ 2/12" 1"/12 1 /12 2 /12 1 /12 121/ 221/ 1"12" 221/ 2"12" 1"21/12"106 ENTRYSECONDARY ENTRYTERTIARY PANELS 14PANELS ROOFGREEN ROOFGREEN ROOFGREEN 9PANELSSLENAPSLENAP8610PANELS 4 A3 WITHCROSSWALK ACCESSIBLEADA (TYP.)CUTCURB CROSSWALK ADAWITH ACCESSIBLE CUTCURB (TYP.)CROSSWALK ADAWITH ACCESSIBLE CUTCURB (TYP.) EXTERIORALUMINUM CANOPYWALKWAY ALUMINUM EXTERIOR WALKWAY CANOPY WITHCROSSWALK ACCESSIBLEADA (TYP.)CUTCURB OTHERANDSPECIFICATIONSDRAWINGS,THE THISFORARCHITECTTHEBYPREPAREDDOCUMENTS ARCHITECT'STHEOFINSTRUMENTSAREPROJECT THISTORESPECTWITHSOLELYUSEFORSERVICE THEPROVIDED,OTHERWISEUNLESSAND,PROJECT THESEOFAUTHORTHEDEEMEDBESHALLARCHITECT LAW,COMMONALLRETAINSHALLANDDOCUMENTS RIGHTS,RESERVEDOTHERANDSTATUTORY THEOFCOPIES,REPRODUCIBLEINCLUDING OTHERANDSPECIFICATIONSDRAWINGS,ARCHITECT'S INREFERENCEANDINFORMATIONFORDOCUMENTS ANDUSEOWNER'STHEWITHCONNECTION ARCHITECT'STHEPROJECT.THEOFOCCUPANCY DOCUMENTSOTHERORSPECIFICATIONSDRAWINGS, ONOTHERSOROWNERTHEBYUSEDBENOTSHALL PROJECTTHISTOADDITIONSFORPROJECTS,OTHER OTHERS,BYPROJECTTHISOFCOMPLETIONFOROR INBETOADJUDGEDISARCHITECTTHEUNLESS BYEXCEPTAGREEMENT,THISUNDERDEFAULT APPROPRIATEWITHANDWRITINGAGREEMENT ARCHITECT.THETOCOMPENSATION Number:Project Date: Architect:ProjectM+BTEAM UNIVERSITYSTATELOUISIANA ARCHITECTUREOFSCHOOL http://design.lsu.edu/architecture/ -COMPREHENSIVE5001ARCH DESIGN HALLATKINSON136 UNIVERSITYSTATELOUISIANA 70803LAROUGE,BATON 225.578.6885tel 4628102014235MP BAKER ELEMENTARYPARKSCHOOL 4500BAKERBLVD.BAKER,LA70714 5005ARCH 04/28/2018 M+B PLANSITE A2CONSTRUCTION FORDOCUMENTS REVIEW 1'-0"=1/32"PLANSITE1 veRssnombuSssno 1veRsno1aDe1 62

1LEVEL 0"6' GRADE 0"0'PARKING 0"3'BEAMB.O. 10"-16'CLERESTORY HEAD 6"-23' 0'16'32'64'128' A33

1LEVEL 0"-6' GRADE 0"-0'PARKING 0"-3'RESTROOM CEILINGS 0"-15'CLERESTORY HEAD 6"-23' BEAMT.O. 10"18'

CLASSROOMOUTDOOR

4628102016263MP BAKER ELEMENTARYPARKSCHOOL 4500BAKERBLVD.

1LEVEL 0"-6'ROOFMIN 0"-16' GRADE 0"-0'PARKING 0"-3' ROUTEACCESSIBLEFORCUTCURBADA WITH1:20@SLOPERAMP0"GUARDRAILS

1LEVEL 0"6' GRADE 0"0'PARKING 0"3'BEAMB.O. 10"-16'CLERESTORY HEAD 6"-23' 0'16'32'64'128'

DRAINAGEFORSLOPEDTOPLANTINGSWETLAND WATERADDITIONALABSORB 4'0"

OTHERANDSPECIFICATIONSDRAWINGS,THE THISFORARCHITECTTHEBYPREPAREDDOCUMENTS ARCHITECT'STHEOFINSTRUMENTSAREPROJECT THISTORESPECTWITHSOLELYUSEFORSERVICE THEPROVIDED,OTHERWISEUNLESSAND,PROJECT THESEOFAUTHORTHEDEEMEDBESHALLARCHITECT LAW,COMMONALLRETAINSHALLANDDOCUMENTS RIGHTS,RESERVEDOTHERANDSTATUTORY THEOFCOPIES,REPRODUCIBLEINCLUDING OTHERANDSPECIFICATIONSDRAWINGS,ARCHITECT'S INREFERENCEANDINFORMATIONFORDOCUMENTS ANDUSEOWNER'STHEWITHCONNECTION ARCHITECT'STHEPROJECT.THEOFOCCUPANCY DOCUMENTSOTHERORSPECIFICATIONSDRAWINGS, ONOTHERSOROWNERTHEBYUSEDBENOTSHALL PROJECTTHISTOADDITIONSFORPROJECTS,OTHER OTHERS,BYPROJECTTHISOFCOMPLETIONFOROR INBETOADJUDGEDISARCHITECTTHEUNLESS BYEXCEPTAGREEMENT,THISUNDERDEFAULT APPROPRIATEWITHANDWRITINGAGREEMENT ARCHITECT.THETOCOMPENSATION Number:Project Date: Architect:ProjectM+BTEAM UNIVERSITYSTATELOUISIANA ARCHITECTUREOFSCHOOL http://design.lsu.edu/architecture/ -COMPREHENSIVE5001ARCH DESIGN HALLATKINSON136 UNIVERSITYSTATELOUISIANA 70803LAROUGE,BATON 225.578.6885tel BAKER,

LA70714 5005ARCH 04/28/2018 M+B DETAILSSITE A3CONSTRUCTION FORDOCUMENTS REVIEW 1'-0"=1/16"SECTIONSITEEAST-WEST1 1'-0"=1/16"SECTIONSITENORTH-SOUTH2 1'-0"=3/16"SECTIONDETAILCOURTYARD3 1'-0"=3/16"DETAILCANOPY/DRAINAGELOTPARKING4 veRssnombuSssno 63

121086321457 14 1816 911 15 17 2119 22 23 20 312928272625 52 50 4948 51 46 44 42 45 43 403938 A B C D E F G H I J 13 41 3533323436 47 DDCCBB JJ GGFF EE KK L M N O P Q R S T U V W X K AA 24 IIHH 30 SF5974GYM/AUDITORIUM SF878KITCHEN SF80I.T. SF169ELEC. SF482SERVICE SF5212CAFETERIA SF262RRSF262RR SF6435TH SF6315TH SF350OUTDOOR CLASS SF189MECH. SF6294TH SF6404TH SF60RR SF60RR SF1443COLLABORATIVE SPACE SF277VESTIBULE SF659ADMIN SF147COUNSELOR SF224PRINCIPAL SF65RR SF65RR SF266NURSE OFFICESF202WORKROOMSF271TIME-OUT RM SF236GRP.SM. INST. SF64RR SF1373SPECIAL EDUCATION SUITE SF899MUSIC SF49JAN. SF639K SF633K SF351OUTDOOR CLASSSF197MECH SF6331ST SF6401ST SF955MULTI-PURP. CLSRM SF1440COLLABORATIVE SPACE SF301RR SF297RRSF2170MEDIA CENTERSF166ADMIN SF166ASST. PRINCIPAL SF238VESTIBULE SF64RRSF584TEACHER LOUNGE SF6392ND SF6352ND SF344OUTDOOR CLASS SF192MECH SF6333RD SF1596COLLABORATIVE SPACE SF6393RD SF58RR SF58RR SF920ART SF51JAN. SF9970COURTYARD SF9970COURTYARD SF58RR SF58RR SF824LOADING DOCK SF3382PUBLIC PORCH SF2551MAIN ENTRY SF672SECONDARY ENTRY SF15638PLAYGROUND/RECREATION 0'16'32'64'128' 100 0"12'0"12'0"12'0"12'0"20'0"20'0"20'0"20'0"20'0"20'0"20' 120 120" 69"721"29 210 210 210 210 418 94 210 210 210 210 21"0 210 210 51'0" 801790°2621 72 126°72 108° 621 27 144° 120 120" 72° 27 108 99°°81 108° 0"12'0"12'0"12'0"12'0"20'0"20'0"20'0"20'0"20'0"20'0"20' 021 6937021 69"221 108° 126 °801 621081 7'-6" 70"-8'"6 80 8 0 6 6 20'0"20'-0"20'-0"20'0"20'0"20'0"20'0"20'-0"20'-0" 021 221"6937"021 69 0"12'0"12'0"12'0"12' 120 120 120 120 120 120 120 120 120 "021 021 021 021 021 021 021 021 791 180'0" 6510 50"188'62A53 1 A10 3 A10 2 A10 SF2258WEST LOBBYSF2258WEST LOBBY SF1505EAST LOBBY SF1505EAST LOBBY A5 A51 1 A11 1 A12 2 A12 2 A11 SF405SOCIAL STAIR SF760TERTIARY ENTRY SF1931NORTH CORRIDOR SF1492SOUTH CORRIDOR SF78COOLER SF76FREEZER SF188DRY STOR. SF41FIRE RISER SF46JAN. SF48I.T. SF158STOR. A61 A71 A93 A9 A92 A9 4 A13 14'-0"10'-3"16'-3" CLASSROOMOUTDOOR SEATINGOUTDOOR SEATINGOUTDOOR STAGEOUTFOLD OUTDOOR SEATING 02:1 1:20 021:1:20 1:20 021: 21/"1 SLOPE1:20@RAMPSENTRY UNLESSACCESSIBILITYADAFOR NOTEDOTHERWISE CANOPYENTRANCEALUMINUM OVERHEAD EXTERIOR EXTENSION GLUOFLAM STRUCTURE (TYP.) TRELLISPHOTOVOLTAIC OVERHEADSTRUCTURE ANDDUMPSTER BINSRECYCLING 1"/12"1"12" OTHERANDSPECIFICATIONSDRAWINGS,THE THISFORARCHITECTTHEBYPREPAREDDOCUMENTS ARCHITECT'STHEOFINSTRUMENTSAREPROJECT THISTORESPECTWITHSOLELYUSEFORSERVICE THEPROVIDED,OTHERWISEUNLESSAND,PROJECT THESEOFAUTHORTHEDEEMEDBESHALLARCHITECT LAW,COMMONALLRETAINSHALLANDDOCUMENTS RIGHTS,RESERVEDOTHERANDSTATUTORY THEOFCOPIES,REPRODUCIBLEINCLUDING OTHERANDSPECIFICATIONSDRAWINGS,ARCHITECT'S INREFERENCEANDINFORMATIONFORDOCUMENTS ANDUSEOWNER'STHEWITHCONNECTION ARCHITECT'STHEPROJECT.THEOFOCCUPANCY DOCUMENTSOTHERORSPECIFICATIONSDRAWINGS, ONOTHERSOROWNERTHEBYUSEDBENOTSHALL PROJECTTHISTOADDITIONSFORPROJECTS,OTHER OTHERS,BYPROJECTTHISOFCOMPLETIONFOROR INBETOADJUDGEDISARCHITECTTHEUNLESS BYEXCEPTAGREEMENT,THISUNDERDEFAULT APPROPRIATEWITHANDWRITINGAGREEMENT ARCHITECT.THETOCOMPENSATION Number:Project Date: Architect:ProjectM+BTEAM UNIVERSITYSTATELOUISIANA ARCHITECTUREOFSCHOOL http://design.lsu.edu/architecture/ -COMPREHENSIVE5001ARCH DESIGN HALLATKINSON136 UNIVERSITYSTATELOUISIANA 70803LAROUGE,BATON 225.578.6885tel 4628102017254MP BAKER ELEMENTARYPARKSCHOOL 4500BAKERBLVD.BAKER,LA70714 5005ARCH 04/28/2018 M+B PLANFLOOR A4CONSTRUCTION FORDOCUMENTS REVIEW 1'-0"=1/16"PLANFLOOR1 veRssnombuSssno 64

111210 0"12'0"12' 5TH 52 RR 51 72° 2"8'7'4" 2'-5"5'-7"18'0"4'11" SF1443COLLABORATIVE SPACE 23'-0" 2"4'5"4'G2 G2 G7 52.2 51.1 W7 W6W1 W1 W6 W5 W6 W5 1 A11 52.1ASSEMBLYWALLNANA TEACHER DESK SF350OUTDOOR CLASS 1'6"UNITHANDLERAIRVRF 1'3" A B C D 6345 D E KITCHEN 64 SF5212CAFETERIA SF3382PUBLIC PORCH 0"20'0"20'0"20' 20'-0" 18 DRY STOR. 65 W6 W6 W6W6 W3 W3 64.5 64.464.364.2 65.1 64.1 SINKCOMPARTMENT VENTHOODOVERHEADSTOVECOMMERCIAL STATIONSSERVINGFOOD SHELVES CASHIER FOODCOMMERCIAL HEATERSTABLEPREPTABLEPREPTABLEPREP SINKCOMPARTMENT STATIONWASHINGHAND CIRCULATION MIXER 52 3635343332 L M N K A10 MULTI-PURP. CLSRM 28 RR 30 RR 29 SF405SOCIAL STAIR 120 120 120" 120" 210 210 210 28.1 30.229.2 30.129.1 04.1 W6 W5 W2 W1 W1 W3 W2 W6 W6 W2 W1 W1 W6 W6 W5 W5 G10 G1 G7 G1 SF760TERTIARY ENTRY EAST LOBBY 04 TEACHER DESK MECH. WATER CISTERN 121/ DN A A A A C C B B B B D D E E MULTI-PURPOSE CLASSROOM 28 FLOORS WALLS CEILINGS LVT BDGYP. BDGYP. MINI-SPLIT/AHU3-TONMECHANICAL: RESTROOMS 29/30 FLOORS WALLS CEILINGS EPXY BDGYP. LAM.SUS. A.C.T. MINI-SPLIT/AHU1-TONMECHANICAL: RMPER CLEARANCESRESTROOMADA RADIUSTURNINGDIA.5'-0" 48"-30"LAVATORY 60"-56"TOILET 48"-48"DOORINT. 54"X-48"DOOREXT. CLASSROOM 52 FLOORS WALLS CEILINGS TILECPT BDGYP. BDGYP. MINI-SPLIT/AHU2-TONMECHANICAL: RESTROOM 51 FLOORS WALLS CEILINGS EPXY BDGYP. LAM.SUS. A.C.T. EXHAUSTRESTROOMMECHANICAL: ROOFTHRUVENT CLEARANCESRESTROOMADA RADIUSTURNINGDIA.5'-0" 48"-30"LAVATORY 60"X-56"TOILET 48"X-48"DOORINT. 54"X-48"DOOREXT.

KITCHEN 64 FLOORS WALLS CEILINGS EPXY PANELFRP STORAGEDRY 65 FLOORS WALLS CEILINGS EPXY BDGYP. LAM.SUS. A.C.T. SYSTEMSPLIT70-TONMECHANICAL: 70-TONCONDENSER/COMPRESSOR HANDLERAIRSYSTEMSPLIT LAM.SUS. A.C.T. SYSTEMSPLIT70-TONMECHANICAL: 70-TONCONDENSER/COMPRESSOR HANDLERAIRSYSTEMSPLIT

4628102011312MP BAKER ELEMENTARYPARKSCHOOL 4500BAKERBLVD.BAKER,LA70714 5005ARCH 04/28/2018 M+B PLANFFE DETAILS A5CONSTRUCTION FORDOCUMENTS REVIEW 1'-0"=1/4"TYP.CLASSROOM,3 1'-0"=1/4"KITCHEN2 1'-0"=1/4"STAIRSOCIAL&RRsRM,MULTI-PURP.1 veRssnombuSssno 65

OTHERANDSPECIFICATIONSDRAWINGS,THE THISFORARCHITECTTHEBYPREPAREDDOCUMENTS ARCHITECT'STHEOFINSTRUMENTSAREPROJECT THISTORESPECTWITHSOLELYUSEFORSERVICE THEPROVIDED,OTHERWISEUNLESSAND,PROJECT THESEOFAUTHORTHEDEEMEDBESHALLARCHITECT LAW,COMMONALLRETAINSHALLANDDOCUMENTS RIGHTS,RESERVEDOTHERANDSTATUTORY THEOFCOPIES,REPRODUCIBLEINCLUDING OTHERANDSPECIFICATIONSDRAWINGS,ARCHITECT'S INREFERENCEANDINFORMATIONFORDOCUMENTS ANDUSEOWNER'STHEWITHCONNECTION ARCHITECT'STHEPROJECT.THEOFOCCUPANCY DOCUMENTSOTHERORSPECIFICATIONSDRAWINGS, ONOTHERSOROWNERTHEBYUSEDBENOTSHALL PROJECTTHISTOADDITIONSFORPROJECTS,OTHER OTHERS,BYPROJECTTHISOFCOMPLETIONFOROR INBETOADJUDGEDISARCHITECTTHEUNLESS BYEXCEPTAGREEMENT,THISUNDERDEFAULT APPROPRIATEWITHANDWRITINGAGREEMENT ARCHITECT.THETOCOMPENSATION Number:Project Date: Architect:ProjectM+BTEAM UNIVERSITYSTATELOUISIANA ARCHITECTUREOFSCHOOL http://design.lsu.edu/architecture/ -COMPREHENSIVE5001ARCH 225.578.6885tel

DESIGN HALLATKINSON136 UNIVERSITYSTATELOUISIANA 70803LAROUGE,BATON

9111086321457

STRUCTUREPHOTOVOLTAIC OTHERANDSPECIFICATIONSDRAWINGS,THE THISFORARCHITECTTHEBYPREPAREDDOCUMENTS ARCHITECT'STHEOFINSTRUMENTSAREPROJECT THISTORESPECTWITHSOLELYUSEFORSERVICE THEPROVIDED,OTHERWISEUNLESSAND,PROJECT THESEOFAUTHORTHEDEEMEDBESHALLARCHITECT LAW,COMMONALLRETAINSHALLANDDOCUMENTS RIGHTS,RESERVEDOTHERANDSTATUTORY THEOFCOPIES,REPRODUCIBLEINCLUDING OTHERANDSPECIFICATIONSDRAWINGS,ARCHITECT'S INREFERENCEANDINFORMATIONFORDOCUMENTS ANDUSEOWNER'STHEWITHCONNECTION ARCHITECT'STHEPROJECT.THEOFOCCUPANCY DOCUMENTSOTHERORSPECIFICATIONSDRAWINGS, ONOTHERSOROWNERTHEBYUSEDBENOTSHALL PROJECTTHISTOADDITIONSFORPROJECTS,OTHER OTHERS,BYPROJECTTHISOFCOMPLETIONFOROR INBETOADJUDGEDISARCHITECTTHEUNLESS BYEXCEPTAGREEMENT,THISUNDERDEFAULT APPROPRIATEWITHANDWRITINGINAGREEMENT ARCHITECT.THETOCOMPENSATION Number:Project Date: Architect:ProjectM+BTEAM UNIVERSITYSTATELOUISIANA ARCHITECTUREOFSCHOOL http://design.lsu.edu/architecture/ -COMPREHENSIVE5001ARCH DESIGN HALLATKINSON136 UNIVERSITYSTATELOUISIANA 70803LAROUGE,BATON 225.578.6885tel 4500BAKERBLVD.BAKER,LA70714 5005ARCH 04/28/2018

8102/72/434:54:1MP BAKER ELEMENTARYPARKSCHOOL

1LEVEL 0"6'ROOFMIN 0"16' GRADE 0"0' 5149485052 ROOFMAX 0"32' PARKING 0"3' 32'16'8'0'4'1/A6RE:2/A6RE: 3'-0" VENEERBRICKSTRUCTURELAMGLU ROOFMETALSEAMSTANDINGGREENROOFROOFMETALSEAMSTANDINGROOFMETALSEAMSTANDING

CANOPYMETAL

NOTES:GENERAL SEALANTSANDCAULKSPROPERMEMBRANES,WATERPROOFFLASHING,1. ALLAROUNDINSTALLEDBEBESHALLREQUIRED)ASRODS(BACKER OFJOINTSVERTICALANDHORIZONTALOPENINGS,ROOFDOORS,WINDOWS, BALCONIES.ANDMATERIALSDISSIMILAR 1’PER1/8”OFMINIMUMASLOPEDBETOBALCONIESALL2.0” EXTERIORFORMAWAYANDPLANSONINDICATEDDIRECTIONINMINIMUM WALLS. PARAPETSALLATSLOPEOFMINIMUM½”PROVIDE3. 6’ATFIXTURESLIGHTWALLEXTERIORALLMOUNT4.8”A.F.F.WHERE WALL.OFFACEFROM4”THANMOREPROJECTTHEY THEATANDSPACECOMMERCIALTHEINGUARDRAILSANDHANDRAILS5. APPLIEDTOPONLOADLBS/FT50ARESISTTOABLEBESHALLEXTERIORIN DIRECTION.ANY INCHESANDMAXIMUMINCHESBESHALLHEIGHTSRISERSTAIR6. MINIMUMINCHES11BESHALLDEPTHSTREADSTAIRMINIMUM. HAVESHALLEGRESSOFMEANSAOFPARTASUSEDRAMPS7. (8HORIZONTALUNITS12INVERTICALUNITONEOFSLOPERUNNING BENOTSHALLRAMPSPEDESTRIANOTHEROFSLOPETHESLOPE).PERCENT (12.5HORIZONTALUNITSINUNITONETHANSTEEPERPERCENT SLOPE).

M+B BUILDING ELEVATIONS A6CONSTRUCTION FORDOCUMENTS REVIEW 1'-0"=1/8"1PT-ELEVATIONNORTH1 Rs/Sbsso 1'-0"=1/8"2PT-ELEVATIONNORTH2

CLADDINGBOARDCEMENTFIBERSTRUCTURELAMGLU CLADDINGBOARDCEMENTFIBER CLADDINGBOARDCEMENTFIBER RAILING.FRAMEMETALGLASS 1/2"DIAMETERHANDRAIL GUARDRAIL.TOMOUNTEDSLOPE1:12RAMPACCESSIBLE RAILING.FRAMEMETALGLASS 1/2"DIAMETERHANDRAIL GUARDRAIL.TOMOUNTED

1LEVEL 0"6'ROOFMIN 0"16' GRADE 0"0'ROOFMAX 0"32' PARKING 0"3' 1 A10 1 A11 32'16'8'0'4' 1/A6RE:2/A6RE: STRUCTURELAMGLU ROOFMETALSEAMSTANDING ROOFMETALSEAMSTANDING CLADDINGBOARDCEMENTFIBERSTRUCTURELAMGLUGLASSMETALFRAMERAILING. 1/2"DIAMETERHANDRAIL GUARDRAIL.TOMOUNTED RAILING.FRAMEMETALGLASS 1/2"1DIAMETERHANDRAIL GUARDRAIL.TOMOUNTED RAILING.FRAMEMETALGLASS 1/2"DIAMETERHANDRAIL GUARDRAIL.TOMOUNTEDDOOROVERHEADMETALCLADDINGBOARDCEMENTFIBERSLOPE1:12RAMPACCESSIBLE

66

1LEVEL 0"-6'ROOFMIN 0"-16' GRADE 0"-0' 414039381286321457 ROOFMAX 0"-32' PARKING 0"-3' 1 A10 32'16'8'0'4'1/A7RE:2/A7RE: STRUCTURELAMGLU ROOFMETALSEAMSTANDING STRUCTURELAMGLU CLADDINGBOARDCEMENTFIBERGLASSMETALFRAMERAILING. 1/2"DIAMETERHANDRAIL GUARDRAIL.TOMOUNTEDSLOPE1:12RAMPACCESSIBLE RAILING.FRAMEMETALGLASS 1/2"1DIAMETERHANDRAIL GUARDRAIL.TOMOUNTED

1LEVEL

SLOPE1:12RAMPACCESSIBLEVENEERBRICK 0"6'ROOFMIN 0"16' GRADE 0"0'0"32' PARKING 0"3' STRUCTURELAMGLU GREENROOF W/ROOFMETALSEAMSTANDING STRUCTUREPHOTOVOLTAIC CLADDINGBOARDCEMENTFIBERSTRUCTURELAMGLUGLASSMETALFRAMERAILING. 1/2"DIAMETERHANDRAIL GUARDRAIL.TOMOUNTED SLOPE1:12RAMPACCESSIBLE RAILING.FRAMEMETAL&GLASS 1/2"DIAMETERHANDRAIL GUARDRAIL.TOMOUNTED RAILING.FRAMEMETAL&GLASS 1/2"DIAMETERHANDRAIL GUARDRAIL.TOMOUNTEDCLADDINGBOARDCEMENTFIBERSLOPE1:12RAMPACCESSIBLE

2 A12 32'16'8'0'4' 1/A7RE:2/A7RE:

8102/72/423:64:1MP BAKER ELEMENTARYPARKSCHOOL 4500BAKERBLVD.BAKER,LA70714 5005ARCH 04/28/2018 M+B BUILDING ELEVATIONS A7CONSTRUCTION FORDOCUMENTS REVIEW Rs/Sbsso 1'-0"=1/8"1PT-ELEVATIONSOUTH1

NOTES:GENERAL SEALANTSANDCAULKSPROPERMEMBRANES,WATERPROOFFLASHING,1. ALLAROUNDINSTALLEDBEBESHALLREQUIRED)ASRODS(BACKER OFJOINTSVERTICALANDHORIZONTALOPENINGS,ROOFDOORS,WINDOWS, BALCONIES.ANDMATERIALSDISSIMILAR 1’PER1/8”OFMINIMUMASLOPEDBETOBALCONIESALL2.0” EXTERIORFORMAWAYANDPLANSONINDICATEDDIRECTIONINMINIMUM WALLS. PARAPETSALLATSLOPEOFMINIMUM½”PROVIDE3. 6’ATFIXTURESLIGHTWALLEXTERIORALLMOUNT4.8”A.F.F.WHERE WALL.OFFACEFROM4”THANMOREPROJECTTHEY THEATANDSPACECOMMERCIALTHEINGUARDRAILSANDHANDRAILS5. APPLIEDTOPONLOADLBS/FT50ARESISTTOABLEBESHALLEXTERIORIN DIRECTION.ANY INCHESANDMAXIMUMINCHESBESHALLHEIGHTSRISERSTAIR6. MINIMUMINCHES11BESHALLDEPTHSTREADSTAIRMINIMUM. HAVESHALLEGRESSOFMEANSAOFPARTASUSEDRAMPS7. (8HORIZONTALUNITS12INVERTICALUNITONEOFSLOPERUNNING BENOTSHALLRAMPSPEDESTRIANOTHEROFSLOPETHESLOPE).PERCENT (12.5HORIZONTALUNITSINUNITONETHANSTEEPERPERCENT SLOPE).

ROOFMETALSEAMSTANDING STRUCTUREPHOTOVOLTAICW/ VENEERBRICK GREENROOF STRUCTURELAMGLU OTHERANDSPECIFICATIONSDRAWINGS,THE THISFORARCHITECTTHEBYPREPAREDDOCUMENTS ARCHITECT'STHEOFINSTRUMENTSAREPROJECT THISTORESPECTWITHSOLELYUSEFORSERVICE THEPROVIDED,OTHERWISEUNLESSAND,PROJECT THESEOFAUTHORTHEDEEMEDBESHALLARCHITECT LAW,COMMONALLRETAINSHALLANDDOCUMENTS RIGHTS,RESERVEDOTHERANDSTATUTORY THEOFCOPIES,REPRODUCIBLEINCLUDING OTHERANDSPECIFICATIONSDRAWINGS,ARCHITECT'S INREFERENCEANDINFORMATIONFORDOCUMENTS ANDUSEOWNER'STHEWITHCONNECTION ARCHITECT'STHEPROJECT.THEOFOCCUPANCY DOCUMENTSOTHERORSPECIFICATIONSDRAWINGS, ONOTHERSOROWNERTHEBYUSEDBENOTSHALL PROJECTTHISTOADDITIONSFORPROJECTS,OTHER OTHERS,BYPROJECTTHISOFCOMPLETIONFOROR INBETOADJUDGEDISARCHITECTTHEUNLESS BYEXCEPTAGREEMENT,THISUNDERDEFAULT APPROPRIATEWITHANDWRITINGINAGREEMENT ARCHITECT.THETOCOMPENSATION Number:Project Date: Architect:ProjectM+BTEAM UNIVERSITYSTATELOUISIANA ARCHITECTUREOFSCHOOL http://design.lsu.edu/architecture/ -COMPREHENSIVE5001ARCH DESIGN HALLATKINSON136 UNIVERSITYSTATELOUISIANA 70803LAROUGE,BATON 225.578.6885tel 1'-0"=1/8"2PT-ELEVATIONSOUTH2

67

STRUCTUREPHOTOVOLTAIC

CLADDINGBOARDCEMENTFIBERMETALCANOPY

5149485052 ROOFMAX

Number:Project Date: Architect:ProjectM+BTEAM UNIVERSITYSTATELOUISIANA ARCHITECTUREOFSCHOOL http://design.lsu.edu/architecture/ -COMPREHENSIVE5001ARCH DESIGN HALLATKINSON136 UNIVERSITYSTATELOUISIANA 70803LAROUGE,BATON 225.578.6885tel

8102/72/453:84:1MP

CLADDINGBOARDCEMENTFIBERSTRUCTURELAMGLU

1LEVEL 0"-6'ROOFMIN 0"-16' GRADE 0"-0'ROOFMAX 0"-32' PARKING 0"-3' 2 A10 32'16'8'0'4'

GCBADEFHIJ

68

RAILING.FRAMEMETAL&GLASS 1/2"DIAMETERHANDRAIL GUARDRAIL.TOMOUNTED

SYSTEMGREENWALL ROOFMETALSEAMSTANDING

M+B BUILDING ELEVATIONS A8CONSTRUCTION FORDOCUMENTS REVIEW Rs/Sbsso 1'-0"=1/8"

VENEERBRICKSLOPE1:12RAMPACCESSIBLESLOPE1:12RAMPACCESSIBLE

RAILING.FRAMEMETAL&GLASS 1/2"1DIAMETERHANDRAIL GUARDRAIL.TOMOUNTEDSLOPE1:12RAMPACCESSIBLEGREENWALLSYSTEM

BAKER 4500BAKERBLVD.BAKER,LA70714 5005ARCH 04/28/2018 ELEVATIONWEST1 ELEVATIONEAST2NOTES:GENERAL SEALANTSANDCAULKSPROPERMEMBRANES,WATERPROOFFLASHING,1. ALLAROUNDINSTALLEDBEBESHALLREQUIRED)ASRODS(BACKER OFJOINTSVERTICALANDHORIZONTALOPENINGS,ROOFDOORS,WINDOWS, BALCONIES.ANDMATERIALSDISSIMILAR 1’PER1/8”OFMINIMUMASLOPEDBETOBALCONIESALL2.0” EXTERIORFORMAWAYANDPLANSONINDICATEDDIRECTIONINMINIMUM WALLS. PARAPETSALLATSLOPEOFMINIMUM½”PROVIDE3. 6’ATFIXTURESLIGHTWALLEXTERIORALLMOUNT4.8”A.F.F.WHERE WALL.OFFACEFROM4”THANMOREPROJECTTHEY THEATANDSPACECOMMERCIALTHEINGUARDRAILSANDHANDRAILS5. APPLIEDTOPONLOADLBS/FT50ARESISTTOABLEBESHALLEXTERIORIN DIRECTION.ANY INCHESANDMAXIMUMINCHESBESHALLHEIGHTSRISERSTAIR6. MINIMUMINCHES11BESHALLDEPTHSTREADSTAIRMINIMUM. HAVESHALLEGRESSOFMEANSAOFPARTASUSEDRAMPS7. (8HORIZONTALUNITS12INVERTICALUNITONEOFSLOPERUNNING BENOTSHALLRAMPSPEDESTRIANOTHEROFSLOPETHESLOPE).PERCENT (12.5HORIZONTALUNITSINUNITONETHANSTEEPERPERCENT SLOPE).

GCBADEFHIJ

ELEMENTARYPARKSCHOOL

W/ROOFMETALSEAMSTANDING STRUCTUREPHOTOVOLTAIC STRUCTURELAMGLU

1LEVEL 0"6'ROOFMIN 0"16' GRADE 0"0'ROOFMAX 0"32' PARKING 0"3' 32'16'8'0'4' STRUCTURELAMGLU ROOFMETALSEAMSTANDING ROOFMETALSEAMSTANDING

RAILING.FRAMEMETALGLASS 1/2"DIAMETERHANDRAIL GUARDRAIL.TOMOUNTEDSLOPE1:12RAMPACCESSIBLEVENEERBRICK STRUCTUREPHOTOVOLTAIC

1'-0"=1/8"

GREENROOF ROOFMETALSEAMSTANDING STRUCTUREPHOTOVOLTAICW/ OTHERANDSPECIFICATIONSDRAWINGS,THE THISFORARCHITECTTHEBYPREPAREDDOCUMENTS ARCHITECT'STHEOFINSTRUMENTSAREPROJECT THISTORESPECTWITHSOLELYUSEFORSERVICE THEPROVIDED,OTHERWISEUNLESSAND,PROJECT THESEOFAUTHORTHEDEEMEDBESHALLARCHITECT LAW,COMMONALLRETAINSHALLANDDOCUMENTS RIGHTS,RESERVEDOTHERANDSTATUTORY THEOFCOPIES,REPRODUCIBLEINCLUDING OTHERANDSPECIFICATIONSDRAWINGS,ARCHITECT'S INREFERENCEANDINFORMATIONFORDOCUMENTS ANDUSEOWNER'STHEWITHCONNECTION ARCHITECT'STHEPROJECT.THEOFOCCUPANCY DOCUMENTSOTHERORSPECIFICATIONSDRAWINGS, ONOTHERSOROWNERTHEBYUSEDBENOTSHALL PROJECTTHISTOADDITIONSFORPROJECTS,OTHER OTHERS,BYPROJECTTHISOFCOMPLETIONFOROR INBETOADJUDGEDISARCHITECTTHEUNLESS BYEXCEPTAGREEMENT,THISUNDERDEFAULT APPROPRIATEWITHANDWRITINGINAGREEMENT ARCHITECT.THETOCOMPENSATION

SLOPE1:12RAMPACCESSIBLEGLASS&METALFRAMERAILING. 1/2"DIAMETERHANDRAIL GUARDRAIL.TOMOUNTED RAILING.FRAMEMETAL&GLASS 1/2"DIAMETERHANDRAIL GUARDRAIL.TOMOUNTEDSLOPE1:12RAMPACCESSIBLE

CLADDINGBOARDCEMENTFIBERCANOPYMETAL

5005ARCH 04/28/2018 M+B BUILDING ELEVATIONS A9CONSTRUCTION FORDOCUMENTS REVIEW Rs/Sbsso 1'-0"=1/8"ELEVATIONNORTHCOURTYARD1 1'-0"=1/8"ELEVATIONSOUTHCOURTYARD2 1'-0"=1/8"ELEVATIONEASTCOURTYARD4 1'-0"=1/8"ELEVATIONWESTCOURTYARD3 69

1LEVEL 0"-6'ROOFMIN 0"-16' GRADE 0"-0' 91112108 PARKING 0"-3' 1 A11 SILLCLERESTORY 6"-20'CLERESTORY HEAD 6"-23' 2 A3 32'16'8'0'4'

CLADDINGWOODSTRUCTURELAMGLUGLASS&METALFRAMERAILING. 1/2"DIAMETERHANDRAIL GUARDRAIL.TOMOUNTED RAILING.FRAMEMETALGLASS 1/2"DIAMETERHANDRAIL GUARDRAIL.TOMOUNTED RAILING.FRAMEMETAL&GLASS 1/2"DIAMETERHANDRAIL GUARDRAIL.TOMOUNTEDCLADDINGWOOD

QONMLPRS

414039385149485052

STRUCTURELAMGLU ROOFMETALSEAMSTANDING ROOFMETALSEAMSTANDING STRUCTUREPHOTOVOLTAICW/ CLADDINGWOODSTRUCTURELAMGLUGLASS&METALFRAMERAILING.

1LEVEL 0"6'ROOFMIN 0"16' GRADE 0"0' GCBADEF ROOFMAX 0"32' PARKING 0"3' A10 32'16'8'0'4'

ROOFMETALSEAMSTANDING STRUCTUREPHOTOVOLTAICW/ ROOFMETALSEAMSTANDING STRUCTURELAMGLU CLADDINGWOOD BOARDCEMENTFIBER CLADDING 1LEVEL 0"6'ROOFMIN 0"16' GRADE 0"0'PARKING 0"3'

ROOFMETALSEAMSTANDING STRUCTUREPHOTOVOLTAICW/ STRUCTURELAMGLUE OTHERANDSPECIFICATIONSDRAWINGS,THE THISFORARCHITECTTHEBYPREPAREDDOCUMENTS ARCHITECT'STHEOFINSTRUMENTSAREPROJECT THISTORESPECTWITHSOLELYUSEFORSERVICE THEPROVIDED,OTHERWISEUNLESSAND,PROJECT THESEOFAUTHORTHEDEEMEDBESHALLARCHITECT LAW,COMMONALLRETAINSHALLANDDOCUMENTS RIGHTS,RESERVEDOTHERANDSTATUTORY THEOFCOPIES,REPRODUCIBLEINCLUDING OTHERANDSPECIFICATIONSDRAWINGS,ARCHITECT'S INREFERENCEANDINFORMATIONFORDOCUMENTS ANDUSEOWNER'STHEWITHCONNECTION ARCHITECT'STHEPROJECT.THEOFOCCUPANCY DOCUMENTSOTHERORSPECIFICATIONSDRAWINGS, ONOTHERSOROWNERTHEBYUSEDBENOTSHALL PROJECTTHISTOADDITIONSFORPROJECTS,OTHER OTHERS,BYPROJECTTHISOFCOMPLETIONFOROR INBETOADJUDGEDISARCHITECTTHEUNLESS BYEXCEPTAGREEMENT,THISUNDERDEFAULT APPROPRIATEWITHANDWRITINGINAGREEMENT ARCHITECT.THETOCOMPENSATION Number:Project Date: Architect:ProjectM+BTEAM UNIVERSITYSTATELOUISIANA ARCHITECTUREOFSCHOOL http://design.lsu.edu/architecture/ -COMPREHENSIVE5001ARCH DESIGN HALLATKINSON136 UNIVERSITYSTATELOUISIANA 70803LAROUGE,BATON 225.578.6885tel BAKERBAKER,70714

STRUCTURELAMGLU ROOFMETALSEAMSTANDING ROOFMETALSEAMSTANDING

1LEVEL 0"6'ROOFMIN 0"16' GRADE 0"0'PARKING 0"3' A12 32'16'8'0'4'

BLVD.

1/2"DIAMETERHANDRAIL GUARDRAIL.TOMOUNTED RAILING.FRAMEMETALGLASS 1/2"DIAMETERHANDRAIL GUARDRAIL.TOMOUNTED RAILING.FRAMEMETAL&GLASS 1/2"1DIAMETERHANDRAIL GUARDRAIL.TOMOUNTED CLADDINGWOOD

8102/72/424:45:1MP BAKER ELEMENTARYPARKSCHOOL 4500

LA

ROOFMETALSEAMSTANDING

1LEVEL 0"6'ROOFMIN 0"16' GRADE 0"0' GCBADEFHIJ ROOFMAX 0"32' PARKING 0"3' A10 32'16'8'0'4' CF135560GYM/AUDITORIUM CF8780KITCHEN CF89100CAFETERIA SF2551MAIN ENTRY MECH.HOODEXHAUST STAGEOUTFOLD ARRAYPV FOAMCLOSEDCELLSPRAY INSULATION GUTTER/DOWNSPOUT OFPROFILERUNTO STRUCTURELAMGLU GUTTER/DOWNSPOUT OFPROFILERUNTO STRUCTURELAMGLU 1LEVEL 0"6'ROOFMIN 0"16' GRADE 0"0'PARKING 0"3' QONMLPRSTUVWXK 32'16'8'0'4' CF40310MEDIA CENTER CF2710RR CF9470MULTI-PURP. CLSRM CF2740ADMIN CF3590VESTIBULE SF672SECONDARY ENTRY CF550JAN. RESTROOM CEILINGS 0"-15' GUTTER/DOWNSPOUT OFPROFILERUNTO STRUCTURELAMGLU GUTTER/DOWNSPOUT OFPROFILERUNTO STRUCTURELAMGLU FOAMSPRAYCELLCLOSED INSULATION ROOFGREEN 3/A13RE: 1LEVEL 0"6'ROOFMIN 0"16' GRADE 0"0' 91086321457 ROOFMAX 0"32' PARKING 0"3' 1 A10 32'16'8'0'4' SF3382PUBLIC PORCH CF89100CAFETERIA CF2360RR CF40650WEST LOBBY SF9970COURTYARD 1 A11 SILLCLERESTORY 6"20'CLERESTORY HEAD 6"23' RESTROOM VENTEXHAUST ARRAYPV OTHERANDSPECIFICATIONSDRAWINGS,THE THISFORARCHITECTTHEBYPREPAREDDOCUMENTS ARCHITECT'STHEOFINSTRUMENTSAREPROJECT THISTORESPECTWITHSOLELYUSEFORSERVICE THEPROVIDED,OTHERWISEUNLESSAND,PROJECT THESEOFAUTHORTHEDEEMEDBESHALLARCHITECT LAW,COMMONALLRETAINSHALLANDDOCUMENTS RIGHTS,RESERVEDOTHERANDSTATUTORY THEOFCOPIES,REPRODUCIBLEINCLUDING OTHERANDSPECIFICATIONSDRAWINGS,ARCHITECT'S INREFERENCEANDINFORMATIONFORDOCUMENTS ANDUSEOWNER'STHEWITHCONNECTION ARCHITECT'STHEPROJECT.THEOFOCCUPANCY DOCUMENTSOTHERORSPECIFICATIONSDRAWINGS, ONOTHERSOROWNERTHEBYUSEDBENOTSHALL PROJECTTHISTOADDITIONSFORPROJECTS,OTHER OTHERS,BYPROJECTTHISOFCOMPLETIONFOROR INBETOADJUDGEDISARCHITECTTHEUNLESS BYEXCEPTAGREEMENT,THISUNDERDEFAULT APPROPRIATEWITHANDWRITINGAGREEMENT ARCHITECT.THETOCOMPENSATION Number:Project Date: Architect:ProjectM+BTEAM UNIVERSITYSTATELOUISIANA ARCHITECTUREOFSCHOOL http://design.lsu.edu/architecture/ -COMPREHENSIVE5001ARCH DESIGN HALLATKINSON136 UNIVERSITYSTATELOUISIANA 70803LAROUGE,BATON 225.578.6885tel 4628102016365MP BAKER ELEMENTARYPARKSCHOOL 4500BAKERBLVD.BAKER,LA70714 5005ARCH 04/28/2018 M+B BUILDING SECTIONS A10CONSTRUCTION FORDOCUMENTS REVIEW 1'-0"=1/8"SECTIONGYM/AUDITORIUM1 1'-0"=1/8"SECTIONCENTERMEDIA31'-0"=1/8"SECTIONCAFETERIA2 veRssnombuSssno 70

4628102018355MP BAKER ELEMENTARYPARKSCHOOL 4500BAKERBLVD.BAKER,LA70714 5005ARCH 04/28/2018 M+B BUILDING SECTIONS A11CONSTRUCTION FORDOCUMENTS REVIEW 1'-0"=1/4"SECTIONCLASSROOMNORTHERNTYPICAL1 1'-0"=1/4"SECTIONROOMMECHANICALTYPICAL2 1'-0"=3/4"SECTIONWALLCLERESTORYTYPICAL3 veRssnombuSssno 71

1LEVEL 0"6' GRADE 0"0'RESTROOM CEILINGS 0"15'BEAMB.O. 10"-16'SILLCLERESTORY 6"20'CLERESTORY HEAD 6"23' BEAMT.O. 10"-18'(HIGH-E)ROOFMTL.SEAMSTANDING WEATHERLIQUID-APPLIED BARRIERRESISTIVE BOARDSPOLYSTYRENEEXTRUDED1"(2)SHEATHINGGYP.EXTERIORFIRE-RATED3/4"MATCHTOFACIAMTL. ROOFMTL.SEAMSTANDING RAFTERWOOD2x10 FLASHINGMTL. SHEATHINGGYP.EXTERIORFIRE-RATED3/4" BOARDSPOLYSTYRENEEXTRUDED1"(2) PLYWOOD1/2"W/2x10s REQ.ASBLOCKING RODBACKER&SEALANTJOINT STOREFRONTLOW-EDOUBLE-GLAZED, WINDOWRE:MULLIONS,5"W/GLAZING 11)(2/RTZSCHEDULE INSULATIONCELLULOSEBORATE-TREATED BEYONDBEAMGLU-LAM FLASHINGSILLMTL. BD.GYP.5/8"TRIMMTL. REQ.ASBLOCKINGINSULATIONCELLULOSETREATEDBORATE-CLADDINGWOOD TRIMMTL.SHEATHINGGYP.EXTERIORRATEDFIRE-3/4" BOARDSPOLYSTYRENEEXTRUDED1"(2) INSULATIONCELLULOSETREATEDBORATE- RAFTERWOOD2x10 BD.GYP.5/8" BEAMGLU-LAM TRIMMTL. 2x6ONBD.GYP.5/8" FRAMINGADVANCED BEYONDCOLUMNWOODWIRESUSPENSIONF.F.ABV.9'@ACT2'x2' FIXTURE,LIGHTING PLANELECTRICALRE: 15)(1/RTZBEYONDBEAMGLU-LAM SF60RR SF6315TH FOUNDATION,ELEVATED FOUNDATIONTYP.RE: (1/A13)DETAIL

R-VALUES 48 ROOF (INTERIOR)WALL FLOOR 14 25 OTHERANDSPECIFICATIONSDRAWINGS,THE THISFORARCHITECTTHEBYPREPAREDDOCUMENTS ARCHITECT'STHEOFINSTRUMENTSAREPROJECT THISTORESPECTWITHSOLELYUSEFORSERVICE THEPROVIDED,OTHERWISEUNLESSAND,PROJECT THESEOFAUTHORTHEDEEMEDBESHALLARCHITECT LAW,COMMONALLRETAINSHALLANDDOCUMENTS RIGHTS,RESERVEDOTHERANDSTATUTORY THEOFCOPIES,REPRODUCIBLEINCLUDING OTHERANDSPECIFICATIONSDRAWINGS,ARCHITECT'S INREFERENCEANDINFORMATIONFORDOCUMENTS ANDUSEOWNER'STHEWITHCONNECTION ARCHITECT'STHEPROJECT.THEOFOCCUPANCY DOCUMENTSOTHERORSPECIFICATIONSDRAWINGS, ONOTHERSOROWNERTHEBYUSEDBENOTSHALL PROJECTTHISTOADDITIONSFORPROJECTS,OTHER OTHERS,BYPROJECTTHISOFCOMPLETIONFOROR INBETOADJUDGEDISARCHITECTTHEUNLESS BYEXCEPTAGREEMENT,THISUNDERDEFAULT APPROPRIATEWITHANDWRITINGAGREEMENT ARCHITECT.THETOCOMPENSATION Number:Project Date: Architect:ProjectM+BTEAM UNIVERSITYSTATELOUISIANA ARCHITECTUREOFSCHOOL http://design.lsu.edu/architecture/ -COMPREHENSIVE5001ARCH DESIGN HALLATKINSON136 UNIVERSITYSTATELOUISIANA 70803LAROUGE,BATON 225.578.6885tel

1LEVEL 0"-6' GRADE 0"-0'PARKING 0"-3' 2" 12" 1" 12" SF350OUTDOOR CLASS CF3110MECH. CF20340NORTH CORRIDOR CF16790COLLABORATIVE SPACE SF9970COURTYARD BEAMB.O. 10"16'SILLCLERESTORY 6"20'CLERESTORY HEAD 6"23' BEAMT.O. 10"18' INSULATIONCONTINUOUS ENVELOPEWITHINBARRIER FOAMSPRAYCELLCLOSED INSULATION GUTTER/DOWNSPOUT OFPROFILERUNTO STRUCTURELAMGLU GUTTER/DOWNSPOUT OFPROFILERUNTO STRUCTURELAMGLU FOUNDATION,ELEVATED 1/A13RE:

1LEVEL 0"-6' GRADE 0"-0'PARKING 0"-3' 2" 12" 1" 12" CF96605TH CF540RR CF16790COLLABORATIVE SPACE A11 RESTROOM CEILINGS 0"15'BEAMB.O. 10"16'SILLCLERESTORY 6"20'CLERESTORY HEAD 6"23' BEAMT.O. 10"18' INSULATIONCONTINUOUS ENVELOPEWITHINBARRIER INSULATIONFOAMSPRAYCELLCLOSED GUTTER/DOWNSPOUT OFPROFILERUNTO STRUCTURELAMGLU GUTTER/DOWNSPOUT OFPROFILERUNTO STRUCTURELAMGLU RESTROOM VENTEXHAUST FOUNDATION,ELEVATED 1/A13RE:

1LEVEL 0"6' GRADE 0"0'PARKING 0"3' 2" 12" 1" 12" CF7300K CF22410COLLABORATIVE SPACE CF18310SOUTH CORRIDOR SF9970COURTYARDBEAMB.O. 10"-16'SILLCLERESTORY 6"-20'CLERESTORY HEAD 6"-23' BEAMT.O. 10"-18' INSULATIONCONTINUOUS ENVELOPEWITHINBARRIER

A12CONSTRUCTION FORDOCUMENTS REVIEW 1'-0"=1/4"1SECTIONCLASSROOMSOUTHERN1 1'-0"=1/4"2SECTIONCLASSROOMSOUTHERN2 1'-0"=3/4"SECTIONWALLEXTERIORTYPICAL3 veRssnombuSssno 72

4628102019323MP BAKER ELEMENTARYPARKSCHOOL

GUTTER/DOWNSPOUT OFPROFILERUNTO STRUCTURELAMGLU GUTTER/DOWNSPOUT OFPROFILERUNTO STRUCTURELAMGLU FOUNDATION,ELEVATED 1/A13RE:FOAMSPRAYCELLCLOSED INSULATION ARRAYPV 1LEVEL 0"6'ROOFMIN 0"-16' GRADE 0"0'PARKING 0"3' CF85101ST CF22410COLLABORATIVE SPACECF18310SOUTH CORRIDOR SF9970COURTYARD 2" 12" 1" 12" A12 WALLNANA ASSEMBLY INSULATIONCONTINUOUS ENVELOPEWITHINBARRIER GUTTER/DOWNSPOUT OFPROFILERUNTO STRUCTURELAMGLU GUTTER/DOWNSPOUT OFPROFILERUNTO STRUCTURELAMGLU FOUNDATION,ELEVATED 1/A13RE: FOAMSPRAYCELLCLOSED INSULATION ARRAYPV 1LEVEL 0"6' GRADE 0"0' FOUNDATION,ELEVATED FOUNDATIONTYP.RE: (1/A13)DETAIL

EXTERIORINTERIOR PANELS,PHOTOVOLTAIC 2)(1/RTZPLANSITERE: STEELGALVANIZED SYSTEMTRELLISADJUSTABLE SLOPEROOFTOPARALLELCONVERSIONELECTRICITY BOXJUNCTION 21NIM 1" 12" W/TUBESTEELSOLID PLATEBASESTEEL GLU-LAMTOBOLTED STRUCTUREROOFMTL.STANDING-SEAM (HIGH-E) POLYSTYRENEEXTRUDED1"(2) BOARDS MATCHTOFACIAMTL. ROOFMTL.SEAMSTANDINGRAFTERS2x10 FLASHINGMTL. SOFFITBOARDCEMENTFIBER CELLULOSETREATEDBORATE- INSULATION REQ.ASBLOCKINGWEATHERLIQUID-APPLIED BARRIERRESISTIVE UNITHANDLINGAIRVRF BEYONDCOLUMNWOOD BD.GYP.5/8" CELLULOSETREATEDBORATE- INSULATION ADVANCEDSTUDWOOD2x6 FRAMING EXTERIORFIRE-RATED3/4" SHEATHINGGYP. POLYSTYRENEEXTRUDED1"(2) BOARDS WEATHERLIQUID-APPLIED BARRIERRESISTIVE TOBACKTIEDZ-CHANNELS VERT.O.C.24"@SUBSTRATEBOARDCEMENTFIBERFLASHINGBEAMGLU-LAM R-VALUES 48 ROOF (EXTERIOR)WALL FLOOR 30 25 OTHERANDSPECIFICATIONSDRAWINGS,THE THISFORARCHITECTTHEBYPREPAREDDOCUMENTS ARCHITECT'STHEOFINSTRUMENTSAREPROJECT THISTORESPECTWITHSOLELYUSEFORSERVICE THEPROVIDED,OTHERWISEUNLESSAND,PROJECT THESEOFAUTHORTHEDEEMEDBESHALLARCHITECT LAW,COMMONALLRETAINSHALLANDDOCUMENTS RIGHTS,RESERVEDOTHERANDSTATUTORY THEOFCOPIES,REPRODUCIBLEINCLUDING OTHERANDSPECIFICATIONSDRAWINGS,ARCHITECT'S INREFERENCEANDINFORMATIONFORDOCUMENTS ANDUSEOWNER'STHEWITHCONNECTION ARCHITECT'STHEPROJECT.THEOFOCCUPANCY DOCUMENTSOTHERORSPECIFICATIONSDRAWINGS, ONOTHERSOROWNERTHEBYUSEDBENOTSHALL PROJECTTHISTOADDITIONSFORPROJECTS,OTHER OTHERS,BYPROJECTTHISOFCOMPLETIONFOROR INBETOADJUDGEDISARCHITECTTHEUNLESS BYEXCEPTAGREEMENT,THISUNDERDEFAULT APPROPRIATEWITHANDWRITINGAGREEMENT ARCHITECT.THETOCOMPENSATION Number:Project Date: Architect:ProjectM+BTEAM UNIVERSITYSTATELOUISIANA ARCHITECTUREOFSCHOOL http://design.lsu.edu/architecture/ -COMPREHENSIVE5001ARCH DESIGN HALLATKINSON136 UNIVERSITYSTATELOUISIANA 70803LAROUGE,BATON 225.578.6885tel 4500BAKERBLVD.BAKER,LA70714 5005ARCH 04/28/2018 BUILDING SECTIONS

M+B

OTHERANDSPECIFICATIONSDRAWINGS,THE THISFORARCHITECTTHEBYPREPAREDDOCUMENTS ARCHITECT'STHEOFINSTRUMENTSAREPROJECT THISTORESPECTWITHSOLELYUSEFORSERVICE THEPROVIDED,OTHERWISEUNLESSAND,PROJECT THESEOFAUTHORTHEDEEMEDBESHALLARCHITECT LAW,COMMONALLRETAINSHALLANDDOCUMENTS RIGHTS,RESERVEDOTHERANDSTATUTORY THEOFCOPIES,REPRODUCIBLEINCLUDING OTHERANDSPECIFICATIONSDRAWINGS,ARCHITECT'S INREFERENCEANDINFORMATIONFORDOCUMENTS ANDUSEOWNER'STHEWITHCONNECTION ARCHITECT'STHEPROJECT.THEOFOCCUPANCY DOCUMENTSOTHERORSPECIFICATIONSDRAWINGS, ONOTHERSOROWNERTHEBYUSEDBENOTSHALL PROJECTTHISTOADDITIONSFORPROJECTS,OTHER OTHERS,BYPROJECTTHISOFCOMPLETIONFOROR INBETOADJUDGEDISARCHITECTTHEUNLESS BYEXCEPTAGREEMENT,THISUNDERDEFAULT APPROPRIATEWITHANDWRITINGAGREEMENT ARCHITECT.THETOCOMPENSATION Number:Project Date: Architect:ProjectM+BTEAM UNIVERSITYSTATELOUISIANA ARCHITECTUREOFSCHOOL http://design.lsu.edu/architecture/ -COMPREHENSIVE5001ARCH DESIGN HALLATKINSON136 UNIVERSITYSTATELOUISIANA 70803LAROUGE,BATON 225.578.6885tel

4628102010461MP BAKER ELEMENTARYPARKSCHOOL 4500BAKERBLVD.BAKER,LA70714 5005ARCH 04/28/2018 M+B SECTION DETAILS A13CONSTRUCTION FORDOCUMENTS REVIEW 1'-0"=1/2"1DETAILFLOORTOFOUNDATIONTYP.1 1'-0"=1/2"1DETAILROOFGREEN31'-0"=1/2"1DETAILWALLLIVING2 1'-0"=1/2"1DETAILROOF4 veRssnombuSssno 73

R-VALUES (EXTERIOR)WALL FLOOR 30 25 R-VALUES ROOFGREEN 55 R-VALUES 48 (TYP.)ROOF ROOFGREEN (EXTERIOR)WALL 49 30 (INTERIOR)WALL 14 R-VALUES ROOF WALLGREEN 48 31

INSULATIONRIGIDLAYERDRAINAGE1" LEAKEFVM LAYERDETECTION ANDBARRIERROOT MEMBRANEWATERPROOFINGMEDIUMGROWING5"PROTECTIONWIND RAFTERSLUMBER2x10SYSTEMPLANTEXTENSIVE O.C.12"ATFASTENERSMECHANICALTRAYMODULAR2'x2'ADHESIVEBONDINGFLASHINGMEMBRAMEREINFORCEDCLEATCONTINUOUSWITHCAPMETAL EDGEGRAVELMAINTENANCE16" SHEATHINGBOARDCEMENT O.C.32"@FLASHINGW/WEEPS1"PLATEOFTOP BD.GYP.5/8"FRAMINGADV.WD.2x6 EXTERIORFIRE-RATED3/4" SHEATHINGGYP. BEAMGLU-LAM BOARDSPOLYSTYRENEEXTRUDED1"(2) GAPAIR1" CLADDINGEIFS SYSTEM GAPAIR2' C-COLUMNDEEP5" NOZZLEIRRIGATION TRAYWALL GUARDWATER CELLULOSEBORATE-TREATED INSULATION ROOFMIN 0"16'SILLCLERESTORY 6"20' RAFTERS2x10INSULATIONRIGIDROOFMTL.SEAMSTANDING ROOF.MTLSEAMSTANDINGMATCHTOFACIAMTL. SOFFITPANELHARIE BEAMGLU-LAMSPACERSPLYWOOD1/2"W/RAFTERS2x10(3) W/RAFTERS2x10(3) PLYWOOD1/2" SPACERSINSULATIONCELLULOSE SHEATHINGGYP.EXTERIORFIRE-RATED3/4" BD.GYP.5/8" POLYSTYRENEEXTRUDED1"(2) BOARDS WEATHERLIQUID-APPLIED BARRIERRESISTIVE BOARDCEMENTFIBER FLASHINGMETAL PATHMAINTENANCEGRAVEL SYSTEM:GREENROOF 103/RTZRE: RAFTERS2x10 INSULATIONBATT.INSULATIONBATT. BEAMGLU-LAM BLOCKING2x4 BD.GYP.5/8" FRAMINGADVANCEDSTUDWOOD2x6FRAMINGADVANCEDSTUDWOOD2x6 BLOCKINGBASE2x6TOBACKTIEDZ-CHANNELS VERT.O.C.24"@SUBSTRATESHEATHINGGYP.EXTERIORFIRE-RATED3/4"

1LEVEL 0"6' GRADE 0"0' 5'-10" END-BEARING PILESCONCRETE 1'-0"1'-0"1'-11"0'11" 0'6" 0"-4'0"-1' 1'11" O.C.6"@REBAR#5CAST-IN-PLACE FOOTINGCONCRETE PIERANDBOLTEDPLATEBASEMTL. CAPPILECONCRETEINTOTHROUGHBOLTSMTL. COLUMNCOLUMNWOODBEAMGLU-LAMWOODO.C.24"@JOISTSFLOOR2x10SPRAY-FOAMCLOSED-CELL INSULATIONEXTERIORFIRE-RATED3/4" SHEATHINGGYP.MATERIALFLOORFINISH PLYWOOD1/2"W/2x10s(3)JOISTRIM DRAINAGEFORFLASHINGBOARDCEMENTFIBER SUBSTRATETOBACKTIEDZ-CHANNELS VERT.O.C.24"@GAPAIRTHERMAL1/2"BARRIERRESISTIVEWEATHERLIQUID-APPLIEDBOARDSPOLYSYRENEEXTRUDED1"(2)SHEATHINGGYP.EXTERIORRATEDFIRE-3/4"FRAMINGADVANCED2x6 BASERUBBER4"BD.GYP.5/8" FORBOLTSW/BRACINGMTL. BEAMSGLU-LAM 0'-4" MTL.INSECT/RODENTCONT. PROTECTORSCREEN PROTECTORSCREENMTL.INSECT/RODENT 0"MIN.1'INSULATIONCELLULOSETREATEDBORATE6"2' ELEVATIONFLOODBASE

DOORMETALHOLLOWSINGLE QTY.MATERIAL DOORMETALHOLLOWDOUBLE (STOREFRONT)DOORGLASSSINGLE (STOREFRONT)DOORGLASSDOUBLE ALUM./GLASSNANAWALL DOCK)(LOADINGDOOROVERHEADSTEELALUM./GLASSALUM./GLASSSTEELSTEEL10 11 34 12 OTHERANDSPECIFICATIONSDRAWINGS,THE

veRssnombuSssno 74

Number:Project Date: Architect:ProjectM+BTEAM UNIVERSITYSTATELOUISIANA ARCHITECTUREOFSCHOOL http://design.lsu.edu/architecture/ -COMPREHENSIVE5001ARCH DESIGN HALLATKINSON136 UNIVERSITYSTATELOUISIANA 70803LAROUGE,BATON 225.578.6885tel

17.9% 10.8% 4.5%

PERCENTAGESTYPEWALLEXTERIOR WALLEXTERIORTOTAL R-30ASSEMBLY:BOARDCEMENTFIBER NORTH: SF34,553 SF6,159SF12,311 35.6% SOUTH:3,757SF WEST:845SFEAST:1,550SF R-31ASSEMBLY:VENEERBRICK NORTH:1,324SFSF5,323 15.4% SOUTH:1,385SF WEST:567SFEAST:581SFR-30ASSEMBLY:CLADDINGWOODNORTH:890SF SF3,857 11.1% SOUTH:2,838SF WEST:707SFEAST:888SF R-3.18GLAZING:STOREFRONT NORTH:3,333SFSF10,251 29.6% SOUTH:3,452SF WEST:2,331SFEAST:1,135SF 2.4% 2.6% 8.2% 2.6% 2% 3.8% 4% 1.7% 1.6% 9.6% 10% 3.3% 6.7% R-31ASSEMBLY:WALLLIVING NORTH:SFSF2,811 8.1% SOUTH:SF WEST:1401SFEAST:1410SF 0% 0% 4.1% 4%% 100% SQUARE FEET NORTH-FACINGTOTAL11,706SF SOUTH-FACINGTOTAL11,432SF EAST-FACINGTOTAL5,564SF WEST-FACINGTOTAL5,851SF17%16%33%34% SCHEDULETYPEDOOR THISFORARCHITECTTHEBYPREPAREDDOCUMENTS ARCHITECT'STHEOFINSTRUMENTSAREPROJECT THISTORESPECTWITHSOLELYUSEFORSERVICE THEPROVIDED,OTHERWISEUNLESSAND,PROJECT THESEOFAUTHORTHEDEEMEDBESHALLARCHITECT LAW,COMMONALLRETAINSHALLANDDOCUMENTS RIGHTS,RESERVEDOTHERANDSTATUTORY THEOFCOPIES,REPRODUCIBLEINCLUDING OTHERANDSPECIFICATIONSDRAWINGS,ARCHITECT'S INREFERENCEANDINFORMATIONFORDOCUMENTS ANDUSEOWNER'STHEWITHCONNECTION ARCHITECT'STHEPROJECT.THEOFOCCUPANCY DOCUMENTSOTHERORSPECIFICATIONSDRAWINGS, ONOTHERSOROWNERTHEBYUSEDBENOTSHALL PROJECTTHISTOADDITIONSFORPROJECTS,OTHER OTHERS,BYPROJECTTHISOFCOMPLETIONFOROR INBETOADJUDGEDISARCHITECTTHEUNLESS BYEXCEPTAGREEMENT,THISUNDERDEFAULT APPROPRIATEWITHANDWRITINGAGREEMENT ARCHITECT.THETOCOMPENSATION

BAKER

STRUCTUREROOF BD.WALLGYP."X"TYPE5/8" PLATETOP2x6 INSUL.CELLULOSEBORATE-TREATEDFRAMING,ADV.2x6 O.C.24"@STUDS EXTERIORRATEDFIRE-3/4" SHEATHINGGYP. PLATEBASE2x6TREATED BASE,RUBBER4" SCHEDULEFINISHRE: FLOOR,FINISH SCHEDULEFINISHRE: STRUCTURESUB-FLOOR FLASHINGMTL.PANELHARDIETHICK5/16"VAPORPROOFWATER BARRIERSGAPAIRTHERMAL1/2"STRIPSFURRING2x4 O.C.24"@INSULATIONRIGID3"R-15 BD.WALLGYP."X"TYPE5/8" SOFFITROOFMTL. STRUCTURESUB-FLOORFLOOR,FINISH SCHEDULEFINISHRE:BASE,RUBBER4" SCHEDULEFINISHRE:PLATEBASE2x6TREATED FLASHINGMTL.THRU-WALL24"@WEEPSNETMORTARO.C.24"@PINTLEROD VERT.&HORIZ. VENEERBRICKVAPORPROOF&WATER BARRIERS INSULATIONRIGID3"R-15 EXTERIORRATEDFIRE-3/4" SHEATHINGGYP.INSUL.CELLULOSEBORATE-TREATEDFRAMING,ADV.2x6 O.C.24"@STUDSBD.WALLGYP."X"TYPE5'8"PLATETOP2x6BD.WALLGYP."X"TYPE5'8" SOFFITROOFMTL. STRUCTUREROOF FORLEDGE3" DRAIN-OFFFLASHING ONSYSTEMPANELWALLWD.1/2" CHANNELSFURRINGMETAL1" O.C.VERT.4'-0"@ FLASHINGMTL. FORLEDGE3" DRAIN-OFFFLASHINGVAPORPROOFWATER BARRIERS GAPAIRTHERMAL1"SOFFITROOFMTL. STRUCTUREROOF BD.WALLGYP."X"TYPE5'8" PLATETOP2x6 SHEATHINGPLYWOOD1/2" FRAMING,ADV.2x6 O.C.24"@STUDS INSUL.CELLULOSEBORATE-TREATED EXTERIORRATEDFIRE-3/4" SHEATHINGGYP. PLATEBASE2x6TREATED FLOOR,FINISH SCHEDULEFINISHRE: STRUCTURESUB-FLOOR INSULATIONRIGID3"R-15 ONSYSTEMPANELWALLWD.1/2" CHANNELSFURRINGMETAL1" O.C.VERT.4'-0"@ SYSTEM,GREEN-WALL 10RTZRE:DETAILFOR PLATEBASE2x6TREATED BASE,RUBBER4" SCHEDULEFINISHRE: FLOOR,FINISH SCHEDULEFINISHRE: STRUCTURESUB-FLOORSTRUCTUREROOF BD.WALLGYP."X"TYPE5/8" PLATETOP2x6 BD.WALLGYP."X"TYPE5/8" FRAMING,ADV.2x6 O.C.24"@STUDS INSUL.CELLULOSEBORATE-TREATED EXTERIORRATEDFIRE-3/4" SHEATHINGGYP. INSULATIONRIGID3"R-15GAPAIR1"SOFFITROOFMTL. IDENTIFICATIONPARTITION SYMBOLPLAN W1 THICKNESSPARTITION (HRS)RATINGFIRE (STC)RATINGACOUSTICAL R-VALUETOTAL -0"1' HR N/A 30 REMARKS: IDENTIFICATIONPARTITION SYMBOLPLAN W2 THICKNESSPARTITION (HRS)RATINGFIRE (STC)RATINGACOUSTICAL R-VALUETOTAL -5" HR N/A 31 REMARKS: IDENTIFICATIONPARTITION SYMBOLPLAN W3 THICKNESSPARTITION (HRS)RATINGFIRE (STC)RATINGACOUSTICAL R-VALUETOTAL 1/2"11 HR N/A 30 REMARKS: IDENTIFICATIONPARTITION SYMBOLPLAN W4 THICKNESSPARTITION (HRS)RATINGFIRE (STC)RATINGACOUSTICAL R-VALUETOTAL -7" HR N/A 35 REMARKS:

N.T.S. W1 FRAMINGADV.2x6ONBD.CEMENTFIBEREXT. N.T.S. W2 FRAMINGADV.2x6ONVENEERBRICKEXT. N.T.S. W3 FRAMINGADV.2x6ONPANELWOODEXT. N.T.S. W4 FRAMINGADV.2x6ONSYSTEMGREENWALL N.T.S. W6 WALLSTUDWOOD2x6INTERIOR1HR-RATED

STRUCTURECEILING BD.WALLGYP."X"TYPE5/8" PLATETOP2x4 BD.WALLGYP."X"TYPE5/8" INSULATIONBATT13R- O.C.16"@STUDSWD.2x4 PLATEBASE2x4TREATED BASE,RUBBER4" SCHEDULEFINISHRE: FLOOR,FINISH SCHEDULEFINISHRE: STRUCTURESUB-FLOOR BD.WALLGYP."X"TYPE5/8" INSULATIONBATT13R- O.C.16"@STUDSWD.2x6 PLATEBASE2x6TREATED BASE,RUBBER4" SCHEDULEFINISHRE: FLOOR,FINISH SCHEDULEFINISHRE: STRUCTURESUB-FLOORSTRUCTURECEILING BD.WALLGYP."X"TYPE5/8" PLATETOP2x6 STRUCTURECEILING BD.WALLGYP."X"TYPE5/8" PLATETOP2x4 BD.WALLGYP."X"TYPE5/8" INSULATIONBATT13R- O.C.16"@STUDSWD.2x4 PLATEBASE2x4TREATED FLOOR,FINISH SCHEDULEFINISHRE: STRUCTURESUB-FLOORBDCORK1" BASE,RUBBER4" SCHEDULEFINISHRE: STRUCTURECEILING BD.WALLGYP."X"TYPE5/8" PLATETOP2x4 BD.WALLGYP."X"TYPE5/8" INSULATIONBATT13R- O.C.16"@STUDSWD.2x4 PLATEBASE2x4TREATED FLUSHBASE,TILE6" TILEWALLW/ FLOOR,FINISH SCHEDULEFINISHRE: STRUCTURESUB-FLOORTILEWALL6" IDENTIFICATIONPARTITION SYMBOLPLAN W5 THICKNESSPARTITION (HRS)RATINGFIRE (STC)RATINGACOUSTICAL R-VALUETOTAL 3/4" HR 33 14 REMARKS: IDENTIFICATIONPARTITION SYMBOLPLAN W6 THICKNESSPARTITION (HRS)RATINGFIRE (STC)RATINGACOUSTICAL R-VALUETOTAL 7" HR 39 20.1 REMARKS: IDENTIFICATIONPARTITION SYMBOLPLAN W7 THICKNESSPARTITION (HRS)RATINGFIRE (STC)RATINGACOUSTICAL R-VALUETOTAL 7" HR1 48 15.1 ANDDECORATIONFORREMARKS: PROPERTIESACOUSTIC IDENTIFICATIONPARTITION SYMBOLPLAN W8 THICKNESSPARTITION (HRS)RATINGFIRE (STC)RATINGACOUSTICAL R-VALUETOTAL 3/8" HR 33 13.55 REMARKS: 1LEVEL 0"6' 6'0" 3'-0" 0"6' EQEQ 9'0" 1LEVEL 0"6' 3'-0" 5'0" 3'-0" 0"6' EQEQ 11'0" 1LEVEL 0"6' 3'-0"8'0"6'0" 17'-0" 0"3' 1LEVEL 0"6' 8'0"3'-0" 11'0" EQEQEQ0"9' 1LEVEL 0"-6' 3'-0" 8'11'0"0" EQEQEQEQ0"13' 1LEVEL 0"-6' 0"3'0"6'0"3'0"-12' 1LEVEL 0"6' 2'-0" 8'-0"10'0" EQEQEQEQ0"12' 0"6' 1LEVEL 0"6' EQEQEQ0"8' 2'-0" 8'-0"10'0" 1LEVEL 0"-6' 8'-0"2'-0" 10'0" EQEQEQ0"8' 1LEVEL 0"6' 8'-0"2'-0" 10'0" EQEQEQEQ0"-10'

4628102010464MP

ELEMENTARYPARKSCHOOL 4500BAKERBLVD.BAKER,LA70714 5005ARCH 04/28/2018 M+B TYPES,WALL TYPESGLAZING AND SCHEDULES A14CONSTRUCTION FORDOCUMENTS REVIEW N.T.S. W5 WALLSTUDWOOD2x4INTERIOR1HR-RATED N.T.S. W8 SIDEONETILE&-GYP.WALLSTUDWOOD2x4INTERIOR1HR-RATED N.T.S. W7

SCHEDULETYPEWALL1

N.T.S. G5 N.T.S. G8 N.T.S. G7 N.T.S. G1 N.T.S. G2 N.T.S. G3 N.T.S. G4 N.T.S. G6 2SCHEDULETYPEGLAZING N.T.S. G9 N.T.S. G10

BOARDCORKW/WALLSTUDWOOD2x4INTERIOR1HR-RATED

ELECTRICAL

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4628102011482MP

PLAN)CEILING(REFLECTEDPLANELECTRICAL1

Number:Project Date: Architect:ProjectM+BTEAM UNIVERSITYSTATELOUISIANA ARCHITECTUREOFSCHOOL http://design.lsu.edu/architecture/ -COMPREHENSIVE5001ARCH DESIGN HALLATKINSON136 UNIVERSITYSTATELOUISIANA 70803LAROUGE,BATON 225.578.6885tel BAKER ELEMENTARYPARKSCHOOL 4500BAKERBLVD.BAKER,LA70714 5005ARCH 04/28/2018 M+B ANDPLAN DETAILS

E1CONSTRUCTION FORDOCUMENTS REVIEW 1'-0"=1/16"

veRssnombuSssno 75

(ASO)-SQM4DESIGN2SHIPLEDSQUARELIGHTINGPEERLESS (ASO)-SQM4DESIGN2SHIPLEDSQUARELIGHTINGPEERLESS -PTNSLLUMINAIRELINEARLEDSLPROTEON -2TLLEDSERIESLIGHTINGLITHONIA 9-1/4"4-5/16"X3-11/16" 11267 -OLLWULIGHTCYLINDERWALLLEDLIGHTINGLITHONIA DIMENSIONS 3/16"1017"X1/2" 112125 LED-WSTSCONCEWALLARCHITECTURALLIGHTINGLITHONIA 3/4"3/8"123/8"12 2782 LED-VRCLUMINAIRECANOPYLEDLIGHTINGLITHONIA 144"32"18" 115 LED-MRPLUMINAIREAREALEDLIGHTINGLITHONIAMANUFACTURER/MODEL OTHERANDSPECIFICATIONSDRAWINGS,THE THISFORARCHITECTTHEBYPREPAREDDOCUMENTS ARCHITECT'STHEOFINSTRUMENTSAREPROJECT THISTORESPECTWITHSOLELYUSEFORSERVICE THEPROVIDED,OTHERWISEUNLESSAND,PROJECT THESEOFAUTHORTHEDEEMEDBESHALLARCHITECT LAW,COMMONALLRETAINSHALLANDDOCUMENTS RIGHTS,RESERVEDOTHERANDSTATUTORY THEOFCOPIES,REPRODUCIBLEINCLUDING OTHERANDSPECIFICATIONSDRAWINGS,ARCHITECT'S INREFERENCEANDINFORMATIONFORDOCUMENTS ANDUSEOWNER'STHEWITHCONNECTION ARCHITECT'STHEPROJECT.THEOFOCCUPANCY DOCUMENTSOTHERORSPECIFICATIONSDRAWINGS, ONOTHERSOROWNERTHEBYUSEDBENOTSHALL PROJECTTHISTOADDITIONSFORPROJECTS,OTHER OTHERS,BYPROJECTTHISOFCOMPLETIONFOROR INBETOADJUDGEDISARCHITECTTHEUNLESS BYEXCEPTAGREEMENT,THISUNDERDEFAULT APPROPRIATEWITHANDWRITINGAGREEMENT ARCHITECT.THETOCOMPENSATION

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