senior high school
senior high school
December 8, 2011 Mr. Brian J. Hanlon, Interim Director District of Columbia Department of General Services 2000 14th Street, NW, 3rd floor (Bid Room) Washington, DC 20009 Dear Mr. Hanlon: In the fall of 1920, the school district of the District of Columbia welcomed
housing from the mid-century. This area of the community looks as though
their 7th Superintendent. Dr. Frank Washington Ballou came to his position
it has had a recent facelift.
with a call to the teachers and students: “Hats off to the past and coats off
TAKING OFF OUR COATS FOR THE FUTURE While the previous Ballou lasted more than 50 years, this school will be
Every school community is unique, but the Ballou community is noticeably
constructed to last twice that long. Sustainable and cost effective materials
different. The school is at the heart of the community. The sidewalks
will be balanced with a purpose “of permanence.” As a baseline, the
surrounding the school are active. The school building that replaces this
school will be designed following Leadership in Energy Efficient Design
edifice must reflect and support every aspect of the community. This new
(LEED) guidelines. However, the true focus of the design will be to create a
For 23 years, Dr. Ballou sounded the clarion of respectful reflection and
school must reflect a new model for Ward 8, the district, the region,
“Net Zero” building. This means that over the course of a year, the new
purposeful pursuits. In 1958, when the school district began construction
and the nation.
Ballou Senior High School will generate enough energy, conserve enough
to the future.” He challenged everyone he worked with to combine a strong sense of their history and heritage with an absolute commitment to accomplish the tasks set before them.
on a new senior high school in the southern part of Anacostia, including the Congress Heights, Washington Highlands, and Bellevue
A NEW SCHOOL
energy, and consume only enough energy so as to achieve a net zero energy usage. Through the use of high efficient light fixtures tied to
neighborhoods, they named the school after the man who had left
When you hear people talk about “new schools” you hear buzz words
proximity and intensity sensors, high performance building materials,
office less than 15 years before.
like “Future Proof” and “Flexible.” You will hear people talk about new
geothermal fields under the building, and parking and roof top solar
programs and academic visions, such as STEM and International
collectors, the annual power bill for this building will be zero.
In these past 50 years, Ballou High School has graduated more than 15,000 students. These men and women have gone on to be writers, singers, coaches, athletes, and All-Americans. At the crossroads of the new Ballou High School we find ourselves taking heed from the catch phrase of its namesake. We must take our hats off to the past and take off our coats,
baccalaureate. All of these are important and credible components for any new school, but Ballou is not any new school. The new Ballou Senior High School, the home of the marching Majestic Knights, must be different—it
This document, and the associated companion video, attempt to document
must be a new class of Comprehensive Community High School.
and present these concepts of community purpose, innovative design, and
When other schools plan for a new performing arts wing, the Ballou High
roll up our sleeves, and make ready for the future.
School will plan a comprehensive Meeting House. When Wilson High
A SCHOOL OF THE COMMUNITY
School boasts of their community pool and remodeled gyms, Ballou High
As you approach Ballou High School, coming off Martin Luther King Jr.
School will unveil their community Wellness Center. The new Ballou will
Avenue onto 4th street, you see the school on the right, sitting atop a bluff
combine elements of community resource and academic excellence.
looking over parts of Anacostia. The immediate neighborhood is a mixture
The Academic Life Centers will configure academies so that they can be
of old abandoned buildings and newly constructed townhomes. As you
partitioned and made available to the community.
make your way down the hillside, the view resembles a valley, with the Washington Highlands sitting high across the embankment and an elementary school at the hill’s end. The school seems to be surrounded by a collection of brand new apartments and townhomes, along with original
THE DESIGN COMPETITION
contextual continuity. We appreciate your serious consideration of our submission and look forward to our presentation. Thank you. Sincerely, Bryant Mitchell | Fanning Howey - A DC School Design Collaborative
The heart of any comprehensive high school is its media center. The new Ballou High School will have a Research Center with dedicated areas for use by the students and community, while also allowing shared use of many resources, such as the mini theatre.
Melvin L. Mitchell, FAIA, NCARB, NOMA
7826 Eastern Avenue NW | Suite 408 | Washington, DC 20017 | 202.545.1601 | bryantmitchellarchitects.com
Edwin R. Schmidt, AIA, NONA
Table of Contents I.
Executive Summary.....................................................................1
IV. Design Development Solution: Scheme D................................21
II. Site Analysis.................................................................................5
Site Challenges Site Opportunities
III. Swing Options............................................................................11
Scheme A: Adaptive Reuse Solution (Swing On-Site) Scheme B: Phased Solution (Swing On-Site) Scheme C: New Solution (Swing Off-Site) Scheme D: New Solution (Swing On-Site)
Conceptual Site Solution Overall Color Plans Detail Floor Plan Enlargements Building Sections Finish Plans and Patterns Exterior Renderings and Elevations Interior Renderings
V. Project Execution (Appendix)..................................................113
Program Analysis Walking Distance Study Building Systems Narrative Energy Modeling LEED Checklist Outline Specifications
I. Executive Summary
I. Executive Summary
I. Executive Summary RESEARCH AND REFERENCE CENTER
The community research component of this program is a separate
400 permanent seats and up to 1200 telescoping bleachers for a total of 1600.
space for public use. While there is access between the Community
The Main Gym is currently positioned on the level where all the locker rooms
The new community Research and Reference Center at Ballou will
Research Center and the School Research Center, the community
are located.
be a revolutionary change to the traditional high school media
can only enter the school through a controlled access point when
center. As a place to inspire students and the community to not only
appropriate. The public will have access to computers for research,
learn, but to seek answers to the questions they have or are asked
periodicals, job postings, and stacks appropriate for general use
of them, the Ballou Community Research Center will be have three
including but not limited to children’s and young adult sections. It
major components, a research center for the students of Ballou, a
could also be used by the child care center for story reading hours.
small theater, and a research center for the neighborhood residents.
Parent and Community groups would have access to this space for
This new Community Research Center will be instrumental in making
meetings as well.
The function of a media center in a school has changed from a place of quiet research to one with multiple functions. Technology has evolved to the point of near instant access to information, but teaching students to discern between quality information and what appears at the top of a internet search engine is a challenge for educators. While the number of volumes in the stacks may be fewer than the past, and deletions of out-dated materials are necessary, there is still a place for print media in the school Research Center. In addition to non-fiction materials, there should be a substantial fiction and periodical section, and furniture which is comfortable for students to be able to read and enjoy the experience.
provide the following features: Auxiliary Gym, 3 Health Classrooms/Lab that would have direct access to the Auxiliary Gym and the adjacent corridor, MultiPurpose Dance located above the Health Classrooms/Lab with an elevated 2-lane Jogging Track around the perimeter of the basketball court below. The Fitness Room (Weights) would remain in its current location. It should be
the New Ballou, a true center of the community.
The existing Main Gym would be restructured, renovated, and subdivided to
noted that the new program requires less square footage than is currently
WELLNESS
present in the existing Fitness Room, and by modernizing the existing space the
The traditional DC High School can boast of two gyms, a weight room, ball fields and a track. Some have a pool with associated locker and team rooms, but many time these alone to not address the bigger issues of wellness. Obesity and the factors that contribute to it are issues nationwide. In the District of Columbia, nearly 18% of
system can realize a cost savings and exceed the program required by the educational specification The following enhancements would be made: views from the above (auxiliary gym and lobby services) would be added, and below, community access would be provided, and remodeled to have the appearance of a health club environment to inspire workout.
high school students and approximately 22 % of adults are obese.
The new Competition Pool would be an 8 lane 25 yard/25 meter pool with a
Obesity and associated health problems such as diabetes and high
movable bulkhead that separates the diving well from the swimming. Thus,
blood pressure are considered the most common preventable
simultaneous events can occur without interference. The Community Pool would
causes of death. Only 30% of high school aged students exercise
have a learn to swim pool, as well and other amenities including slides, water
the recommended 60 minutes for five days a week. Lack of access
play structures, etc. to enhance the physical exercise and encourage water
to grocery stores with organic foods and healthy produce has been
activities.
The School Research Center should be adjacent to the 9th grade
cited as a factor contributing to higher rates of obesity in Ward 8
academic life center. Areas within the Research Center will be
(source: D.C. Department of Health).
SERVICE CENTER
The New Ballou will have a Wellness Center which will be the
As the center of the community, the Comprehensive Community High School
location for access to lifetime health and fitness. A Farmer’s market
must act as a “Service Center” for the needs of the community. A satellite center
store will provide healthy produce for the community. Additional
for city services, information and administration must be located within the
produce can be grown in the greenhouse and community garden.
building. More than a distant cousin of the town square, the heart of the school
The new Main Gym would accommodate one competition court, two
must be the “Times Square” of the community. That place where you can get
cross courts for PE activities, volleyball, and other activities such
your news, a place of trusted information and the place where you can go in
rock climbing, dance, wrestling, etc. The Gym balcony would have
times of need.
available for quiet individual research but there will also be areas for more interactive group research, and instruction. Adjacent to the Research Center should be a small theater which can be used for Socratic seminars, film presentations, lectures, staff development, and intimate music or theater productions.
1 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
This center needs to be at the “front door”, easily accessible to the
The Meeting House will be designed with multi-levels of permanent
The Stage would be refurbished in its existing location to have state
community while remaining partially filtered from the student
seating around the perimeter in a U-Shape with an inward focus.
of the art capabilities and acoustics to support drama, instrumental,
population. Like many of the other centers, the Service Center will
This arrangement accommodates site lines and orientation to the
orchestra, vocal, speech, lecturing, dance, and worship.
house shared element of community and school need. Workforce
stage for performances, as well as views and proximity to the main
Development, as one example, will serve the student population as
floor for other activities in the Meeting House.
well as the community. The most obvious element of the Service Center will be the School Administration Center, the main offices, but it will also provide access to the College Success Hub, Workforce Development Hub, Physical and Mental Health Hub, Family support and Engagement Hub, Out of School time Hub, and Community Service Hub, and the design is flexible for new or expanded partnerships in the future. These hubs will be busy throughout the day as partners work with the school to implement appropriate strategies to provide high quality support services to both students and families of Ballou. This framework for partner engagement is meant to support the school’s goals and vision, and to truly be an anchor within the community.
The Meeting House will provide a unique design solution for the District of Columbia to meet the ever demanding challenges for versatility to enhance both the school and community use. The traditional Visual and Performing Arts Centers provide a resource to one segment of the academic mission. Drama, band and chorus schedule the use of these areas along with dance and art. The fact is that these areas represent a significant underutilized resource. The Anacostia community uses Hart middle school to house no less than two faith based communities every weekend. In the District there are more than 20 separate dance and theatre
enhanced by the Music (Choir and Instrumental) Center to the south,
The Meeting House’s center floor area will have a hydraulic floor that
which will function as green rooms for the Stage and Culinary Arts to
would have the following functions:
the north, which would function as kitchen for dinner and food prep
1) Capable of being slope from 2’ below stage level up to the main level of Ballou High School for enhancement of the performances at the stage. This performance configuration
for special community events.
ACADEMIC LIFE
would accommodate 504 permanent auditorium seats and up
The obvious elements of any comprehensive High School are the
to 270 loose seats for a total of 774.
Academic wings. Regardless of the focus, the purpose of the school
2) Capable of being a flat floor for support community events, dance, and worship. This performance configuration would accommodate 504 permanent auditorium seats and up to 270 loose seats for a total of 774.
building is to create and support places to learn. The unique component is their configuration and proximity. The new Ballou, in order to align with the needs of the teachers, students and community, must provide centers for diverse academic offerings. Academic Life means that ninth grade a beyond, regardless of where
3) Capable of having only a small, 24’ diameter stage at the
MEETING HOUSE
The Meeting House’s reconstruction in its existing location is
center of the perimeter U-shape seating being raised to support “Theatre-in-the-Round” performances. This performance configuration would accommodate 504 permanent auditorium seats and up to 180 loose seats for a total of 684. 4) Capable of having only a small, 12’ deep by 40’ wide
that “beyond” should end. Schools are the centers of the their communities, and the opportunities to be an asset for not only the students in comprehensive high school component (grades 9 through 12), but those in the STAY program, adult education programs, the University program, or parent /community classes, will make the New Ballou
rectangular stage in front of the orchestra pit to support “Black
the place to be. The facility will be used from morning through late
Box” performances in a more intimate setting. This
evening, and the academic activity will add to the vitality of the
performance configuration would accommodate 504 permanent
community at large.
auditorium seats and up to 208 loose seats for a total of 712 or 440 if the balcony section is closed. 5) Capable of having tables and chairs to support “Dinner
The District of Columbia has a paradox which significantly affects the Ballou community. It has more jobs than residents, yet higher unemployment than the national average. Unemployment in Ward 8
organizations without a home. The community partnership
Theatre”. This performance configuration would accommodate
is over 25%, partly because many jobs in the District require a
opportunities for the Meeting House center are almost limitless.
approximately 200 seats.
Bachelors degree, and a significant number of residents haven’t completed high school. To exacerbate the problem, there are few
2 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
industrial or agricultural jobs in the District for those without the
25 kbtuh/sf/year range. This equates to a 50% reduction in utility
controls to reduce the amount of electric lighting when natural light
higher educational levels (source: NPR December 5, 2011). The
costs, as well as reduced dependence on fossil fuels. The reduction
provides satisfactory lighting levels. Laptop computers will be used
New Ballou will be the place to change these statistics.
in utility costs means that there will be funds that no longer need to
throughout to reduce plug load energy consumption. Solar water
be spent on operating the buildings that can now be used to fund
heating will be used for domestic hot water and pool water heating,
other educational programs.
should the swimming pool be part of the project.
university students, students working on their GED, or Career
Contrary to perception, “Net-Zero” does not mean that the building
All of these strategies as well as occupant usage will result in the
Technical Education, residents taking job skills training, or needing
does not use any utilities. It means that over the course of one year,
New Ballou Senior High School becoming the first “Net-Zero” school
to learn how to repair their car, the New Ballou will facilitate the
the total utility consumption of the building vs. the total utilities
in the District of Columbia.
accomplishment of these goals, and be a location of life-long
generated on the building site equal zero. “Net-Zero” buildings
learning.
typically are designed to operate in the 15-19 kbtuh/sf/year range,
Whether students are just entering ninth grade for their high school career, in upper grades, dual enrolled in university courses,
and then on-site renewable energy is added to offset the use of the
NET ZERO
building. Some months, the facility will have utility bills that require payment, and in other months, the utility bills will result in a credit.
The New Ballou Senior High School will be a high performance building and will become the first “Net-Zero” school in the District of
The current design of the New Ballou Senior High School is
Columbia Public Schools. We will employ “state of the art”
targeting an annual utility consumption in the 18-19 kbtuh/sf/year
technologies to demonstrate energy savings and minimize energy
range. This will result in an annual energy consumption of
usage. All instructional spaces will have natural daylighting with
approximately 2,400,000 kwh. This would equate to approximately
sensors on all light fixtures to reduce or eliminate the amount of
$313,000 of utility costs. The design of the “New Ballou” High
electric lighting when natural light provides satisfactory lighting
School will incorporate a photovoltaic array capable of producing
levels. Main Street and corridor LED lighting will be provided with
approximately 2,500,000 kwh of electricity. This will offset the
proximity sensors and timing controls so that the lighting will track
consumption of the building over the course of the year.
each individual or group of people as the move through the building. Occupancy sensors will be provided to shut off lights and allow the mechanical systems to go to unoccupied mode when the room is vacated. An “Energy Consumption Dashboard” will be provided in Main Street so that students, staff, and community can observe the energy savings strategies at work.
In order to reduce the utility consumption to allow the building to operate in the 18-19 kbtuh/sf/year range, the New Ballou Senior High School with be incorporating many high efficiency concepts. The design will feature a high efficiency building envelope with increased roof and wall insulation, and upgraded glazing for the windows. The New Ballou Senior High School will be heated and
Over the last several years, energy efficiency and sustainability has
cooled by a water-cooled variable refrigerant volume system. This
continued to become more important. As a result, the buildings
system will utilize a geothermal loop to absorb heat from, and reject
being designed for the District of Columbia Public Schools have
heat to the ground. The operation of the cooking equipment in the
become more and more efficient. Buildings designed 5 years ago,
kitchen will be closely examined during design to reduce the
were designed to operate in the 50 kbtuh/sf/year range, where as
amount of utilities consumed by the cooking equipment. All
buildings designed more recently were designed to operate in the
occupied spaces will include natural daylighting and lighting
3 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
4 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
II. Site Analysis
II. Site Analysis
II. Site Analysis Site Design
The Cafeteria will also have connection to the exterior with its own
north end and extents up thru a series of stairs and plazas with
private and secured outdoor dining. The indoor/outdoor extension
access to all the components/floors of wellness including the Main
will be continue with views from the both the upper and lower
Gym, Competition Pool, and Community Pool, and arriving at the
cafeteria that focus towards the outdoor dining and sails.
north parking lot.
has an organic design, which not only grows out of the site, but
Educational
With careful planning, a new softball field has been integrated on the
flows and encompass the site. The site solution maximizes every
The design facilities separate outdoor landscaped learning
acre for educational, wellness, and community opportunities and
environments (exterior plazas) that enhance educational programs
services. The New Ballou Senior High School will continue build on
and are protected while being secured for each of the academies:
the momentum of the Ballou Partners.
9th Grade – 2nd Floor, 9th Grade – 3rd Floor, 10th Grade – 3rd
Introduction The New Ballou Senior High School site plan is the result of the using all of the existing site parameters to truly have a solution that
The site plan will have a park like setting with an early childhood playground (daycare), softball field, terraced community garden that
Floor, Arts and Technology – 4th Floor, 11th Grade – 4th Floor, and 12th Grade – 5th Floor.
level area of the northern portion of the site. Once again, this is a very public area that would be capable of support a variety of programs either DCPS or the community of Ballou.
Community/Family Services The Family Support Center, Community Wellness, and Daycare with playground, have been planned with visibility from the north parking
has been designed into the topography that overlooks the
In addition, the Arts Plaza would have two zones. The first zone
greenhouse, retention pond, and outdoor community shelter.
lot with entry through the Meeting House Entry or Wellness entry.
would be support the Performing arts and activities accessible for
Biospheres will be incorporate in and around the parking lot to
Thus, these functions have can be utilized after house without
the Entry Plaza (Public). This will be extension of the plaza will an
provide a diversity of landscaping and add educational
impacting school activities.
outdoor amphitheatre in its ideal location adjacent to the Music
opportunities. The Wellness entry plaza and circular walks have
Academy. The backdrop of the stage will create the separation from
Parking
been planned to facilitate other types of community events, such as
the second zone (Private), which will be the secured arts plaza with
farmer’s markets, arts fairs, craft shows, and similar events.
The site layout will accommodate 97 public parking spaces at the
access from all the art rooms. The raised art plaza not only provides
north parking lot. In addition, parking garage level 1 can
bonus educational opportunities, but conceals/covers the receiving
accommodate 38 parking spaces along with CTE Automotive
for the kitchen below.
functions, and parking garage level 2 can accommodate 81 parking
The site layout has been accomplished to minimize the impact and disruption of the existing learning environments. The new academics can be completed prior to swinging the students from the existing Ballou.
Indoor/outdoor relationship The design of the High School will provide a relationship from the outdoors to the interior. It begins with the new entry plaza (5th Floor) that passes by the Meeting House. The entry plaza with
spaces. Thus, the total onsite parking would be 216 parking
Wellness
spaces.
The design supports and encourages physical activities thru passive measures. This is accomplished by the various levels and placement of the academies, however, the main transitions all occur in a vibrant main street that has is alive thru lighting and sounds that are a result of the student’s physical activities and movement.
Stormwater The stormwater runoff would me minimize increasing the impervious surface via roof plazas, green roofs and a solution that would minimize the amount of steep topography run-off. The storm water
native landscaping and hardscape/amenities will create a meeting
The High School embraces and saves the existing stadium and
on the northern end site would be collected and directed thru the
place between the community and educational activities.
recent investments. It will have a collegiate feel as result of the
community garden and filter thru the on-site detention area.
At the south end of the entry plaza is the Ballou’s front door and that access the “Main Street” which becomes and extension of the outdoors. The “Main Street” eastern continuous glass wall becomes a visual connection and extension exterior and supplement with
proximity and backdrop the High School provides to the track. The stadium is connected to the new Ballou both interior and exterior. The interior connection occurs at the 3rd floor Main Street with exterior access to encourage walking. The exterior occurs at the
additional interior landscaping.
5 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Excess building area
Does not take advantage of the existing site contours
Inferior building envelope
Layout provides security challenges with 18+ facades
Buildings act as barriers to the Campus
Lacks secured outdoor learning environments
Angle / existing Stadium
Antiquated building systems
Lacks appropriate building zoning and organization to support academics.
Lacks connectivity between Programs.
Media Center no more than adjoining classroom with no prominence.
No Front Door
Undertiled site to the south
Lacks adequate Performing Arts teaching and performance environment
Lacks a Stadium Entry
Lacks emphasis on the Arts with limited support spaces
Not reflective of the Spirit of Ballou and the Passion of the Community
No community connection
Underwhelming, unwelcoming, and uninspiring
Site Challenges 6 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Does not address the streetscape
Disjointed, with no continuity throughout as a result of the various levels and block arrangement
Site Analysis
Existing Ballfield
Slope
NORTH
Slope
WINTER SUN SUMMER SUN Site Challenges 7 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Can be constructed in phases to maintain the current student body without sacrificing or moving programs off site Academic plan will be small learning academies to support unlimited instructional opportunities Secured outdoor learning environments, art plaza, and dining Academic centers (9th, 10th, A&T, STAY), have been designed with no intrusion from the other academic centers Community Garden shall be incorporated into the terrain with plaza area to support a farmer’s market
Saves the initial stadium investment
Main Street is the heart of the Ballou with all programs revolving and organized from it
Layout and design to maximize the site plan and community focus
Designed to provide zoning, community use, and security by introducing features with both passive and technology features
Will be a community resource center
Takes advantage of the existing topography, site parameters, and maximize usage
Creates common meeting place (outdoor entry plaza) between the school and the community
Zoned to reinforce the security between public (Community) and private (DCPS)
Entry plaza is designed to support programs and performances
Creates an environment of Community Softball field to support new programs
Designed to enhance programs
Create over 200 parking spaces
Designed to provide a street scape of Prominence with community Pride and involvement
Creates an environment that will be historic in design, learning, and community
Site Opportunities 8 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Has a flowing site plan
Site Concept
WELLNESS
WELLNESS ACAD ACAD
PRIVATE
RESEARCH
ACAD SERVICE
ACAD
WELLNESS
SERVICE MEETING
PUBLIC
VIEW
APPROACH FRONT DOOR Site Opportunities 9 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
MAIN STREET
III. Swing Options
III. Swing Options
III. Swing Options
To date, we have one opportunity to listen to the school and the community. The project approach to the site, phasing and swing of students must be carefully worked out in concert with the school administration and the neighborhood. As we see it there are four logical approaches to the construction, phasing and swing of the school. Regardless of the scheme, the “New Ballou” will meet and exceed the Educational Specifications for the “New Ballou” and create a facility to bring pride and a sense of community integrated throughout the campus.
Scheme A - Adaptive Reuse Solution:
Scheme C - New Solution:
This strategy would be modernization and reskinning of the existing
This strategy would be all new construction for the Ballou Senior
Ballou Senior High School. Since there is excess square footage in
High School. The Ballou students would “swing off-site” and stay at
the existing high school, this scheme would employ a “swing
a swing school until the completion of the “New Ballou”. It is
on-site” strategy to the underutilized portions of the high school
anticipated that the entire existing school would be demolished.
while modernization is occurring on the vacated areas. Upon
The “New Ballou” would be constructed on the northern portion of
modernization, the “New Ballou” would be academy based, high
the site. Upon completion, the Ballou students would swing back to
performance 21st Century educational school with “net-zero”
an academy based, high performance 21st Century educational
building systems.
school with “net-zero” building systems.
Scheme B - Phased Solution:
Scheme D - New Solution:
This strategy would be modernization and reskinning of the existing
This strategy would be a combination of Schemes B and C. The
Ballou Senior High School. Since there is excess square footage in
new Ballou Senior High School would have a majority of new
the existing high school, this scheme would employ a “swing
construction with approximately 70,000 SF of reuse, which includes
on-site” strategy to the underutilized portions of the high school
the existing main gym (new auxiliary gym) and the auditorium (new
while modernization is occurring on the vacated areas. Upon
meeting house). The new academics, services center, cafeteria,
modernization, the “New Ballou” would be academy based, high
research, etc., would be built on the southern portion of the site
performance 21st Century educational school with “net-zero”
while the new main gymnasium on the west. This scheme would
building systems.
allow for a “swing on-site” strategy into the completed areas of new construction. This would free up remaining areas of the building/site that would be available for the final phase of construction and modernization. Upon completion and modernization, the “New Ballou” would be academy based, high performance 21st Century educational school with “net-zero” building systems.
11 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Phase 1
Phase 4
Phase 7
Phase 2
Phase 5
Phase 8
Phase 3
Phase 6
Phase 9
Scheme A - ADAPTIVE REUSE SOLUTION 12 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
SCHEME A
ADAPTIVE REUSE SOLUTION (Swing On-Site): June of 2012 thru August of 2015 This solution keeps everybody on Ballou’s campus. July of 2012
Phase 1:
DCPS consolidates into Center Wings.
September of 2012
Phase 2:
Modernize West Wing.
December of 2012
Phase 3:
DCPS swings into West Wing.
January of 2013
Phase 4:
Modernize Center Wings.
April of 2013
Phase 5:
DCPS swings into Center Wings.
May of 2013
Phase 6:
Modernize Main Wing.
August of 2013
Phase 7:
DCPS swings into Main Wing.
Award Builder
September of 2014
Phase 8:
Modernize East Wing.
Complete DD
September of 2014
Phase 9:
Modernize Meeting House.
Finalize GMP
2011
2012
2013
2014
Issue RFP Award A&E Team Complete SD
September. of 2014 Phase 10: Modernize and build Wellness Center.
Modernization / New Construction
December of 2014
Phase 11
DCPS takes possession of East Wing.
August 1, 2015
Phase 12
DCPS takes possession of New Ballou Senior High School.
Substantial Completion DCPS Takes Possession
Note: If Ballou’s students Swing Off-Site, the Adaptive Reuse Solution modernization schedule would be decreased by one year and completed in July of 2014.
Phase 10
Scheme A - ADAPTIVE REUSE SOLUTION 13 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
2015
Phase 1
Phase 4
Phase 7
Phase 2
Phase 5
Phase 8
Phase 3
Phase 6
Phase 9
Scheme B - PHASED SOLUTION 14 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
2011
SCHEME B
2012
2013
2014
2015
Issue RFP
PHASED SOLUTION (Swing On-Site): June of 2012 thru July of 2016
Award A&E Team
This solution keeps everybody on Ballou’s campus.
Complete SD
October of 2012
Phase 1:
Build New South Academics
July of 2013
Phase 2:
DCPS takes possession of South Academics
August of 2013
Phase 3:
Demo West Wings (maintain existing building systems)
October of 2013
Phase 4:
Build New North Academics
July of 2014
Phase 5:
DCPS takes possession of North Academics
August of 2014
Phase 6:
Demo East Wings
Phase 1 New Construction South Academics
October of 2014
Phase 7:
Build New Wellness Center
DCPS Takes Possession of Phase I
October of 2014
Phase 8:
Build New Service Center
June of 2015:
Phase 9:
Modernization of the Meeting House.
August of 2015
Phase 10:
DCPS takes possession of Wellness and Service Center
DCPS Takes Possession of Phase 4
August 1, 2015
Phase 11
DCPS takes possession of New Ballou Senior High School.
Phase 6 East Wing
Award Builder Phase 1 Move Complete DD Finalize GMP
Phase 3 Demo West Wings Phase 4 New Construction North Academics
Phase 7 and 8 New Construction Wellness and Service Phase 9 Modernization of Meeting House DCPS Takes Possession of Phase 7 and 8 DCPS Takes Possession of Ballou
Note: If Ballou’s students Swing Off-Site, the Phased Solution modernization schedule would be decreased by two years and completed in August of 2014.
Scheme B - PHASED SOLUTION 15 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
2016
Fletcher Johnson Swing Space
Fletcher Johnson Swing Space Ballou at Fletcher Johnson
Ballou at Fletcher Johnson 4650 Benning Road, S.E., Washington, DC 4650 Benning Road, S.E., Washington, DC
First- Floor - Program First Floor Program Profile Profile
FLETCHERJOHNSON JOHNSON FLETCHER
Third Floor - Program Profile Third Floor - Program Profile
Prepare school to receive Ballou
Prepare Phase school to receive Ballou 1 and 2 Phase 1 and 2 Note: 9th grade could swing to Hart, thus, less modernization would occur at Fletcher Johnson in preparation for Ballou's students
Note: 9th grade could swing to Hart, thus, less modernization would occur atSpace Fletcher Johnson in preparation for Ballou's students Summary of Program Profile for Swing
Grade Configuration High School Sq. Ft. (Existing) Summary of Program 302,000Profile for Swing Space Sq. Ft. (Addition)
Second Floor - Program Profile
Grade Configuration Sq. Ft. (Existing) Type Proposed Sq. Ft. (Addition) Academic Classrooms 44
Second Floor - Program Profile
Science 8 Special EducationType 4 Visual Arts Academic Classrooms 1 Band/Instrument/Choral 3 Science Gymnasium 1 Special Education Auxiliary Gymnasium 0 Visual Arts Fitness 0 Multi-Purpose Band/Instrument/Choral1 Gymnasium Labs 5 Auxiliary Gymnasium 1 Main Office Fitness Library/Media Center 1 Health Suite 1 Multi-Purpose Cafeteria 1 Labs Kitchen 1 Main Office
Scheme C - Phased Solution 16 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Library/Media Center Health Suite Cafeteria Kitchen
High School 302,000
Proposed 44 8 4 1 3 1 0 0 1 5 1 1 1 1 1
SCHEME C
NEW SOLUTION (Swing Off-Site): June of 2012 thru July of 2014 This solution moves everyone off of Ballou’s campus. May of 2012
Phase 1:
Prepare the existing Fletcher Johnson to receive Ballou’s students.
July of 2012
Phase 2:
DCPS moves to Swing School.
August of 2012
Phase 3:
Demolition of the entire existing Ballou Senior High School
2011 Issue RFP
and site Preparation.
December of 2012
Phase 4:
New Construction of the New Ballou Senior High School.
Award A&E Team
July of 2014
Phase 5:
DCPS take possession of the New Ballou Senior High School.
Complete SD Award Builder Prep Swing School DCPS Swings Demoliton Complete DD Finalize GMP Commence New Construction
Phase 3
Substantial Completion DCPS Returns to New Ballou
Phase 4
Scheme C - Phased Solution 17 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
2012
2013
2014
Phases 1 and 2
Phase 3
Scheme D - NEW SOLUTION 18 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
SCHEME D
2011
NEW SOLUTION (Swing On-Site): June of 2012 thru July of 2014
2012
2013
2014
2015
Issue RFP
This solution keeps everybody on Ballou’s campus.
Award A&E Team
July of 2012
Phase 1:
Prepare the existing site for New Construction
Complete SD
October 2012
Phase 2:
New Construction of the New Ballou Senior High School.
Award Builder
June of 2013
Phase 3:
Modernization of the existing Meeting House and Wellness.
Complete DD
June of 2014
Phase 4:
DCPS takes possession of all Academic Areas.
Finalize GMP
June of 2014
Phase 5:
Demolition of existing Ballou Senior High School.
New Construction
June of 2014
Phase 6:
New Construction of Community Wellness (pool).
July 1, 2014
Phase 7:
DCPS takes possession of modernized Meeting House and Wellness.
July 1, 2015
Phase 8:
DCPS takes possession of the New Wellness and balance of Sitework.
DCPS Takes Possession of Academics/Meeting House Demolition of Ballou New Construction of Community Wellness DCPS Takes Possession of Ballou
Note: If Ballou’s students Swing Off-Site, the Demolition, New Construction Solution with modernization schedule would all be completed in July of 2014.
Phases 5 and 6
Scheme D - NEW SOLUTION 19 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
20 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
IV. Design Development Solution - Scheme D
IV. Design Development Solution - Scheme D
IV. Design Development Solution: Scheme D Conceptual Site Solution While the phasing plans outline very different approaches to the site, exiting buildings and movement of students they each describe a way to deliver the vision for the new Ballou Comprehensive Community High School. The diagrams suggest the locations of the centers and opportunities for design innovation. Even so, scheme D offers the most intriguing design challenges. Rising almost 60 feet from the southernmost Fourth street corner of the site to the existing athletic field, the main Academic Boulevard would grow out of this hill and organize all elements of the building. The Academic Boulevard would begin at the highest most point of the site and lead students, teachers and guests into the entrance of the building. This multi stories element would connect all floors, all centers and all elements of the building.
Between the Boulevard and the Avenues the centers would cascade
By saving the new synthetic turf field and repurposing the existing
up the hill. From the STAY Academy with the Auto shops, to the
Auditorium building we feel that there should be sufficient savings to
Research and Reference center, with its mini theatre, to the Service
consider a school and community swimming center. This element
Center, to the first element of the Wellness Center and finally ending
would be the final structure at the top of the hill. It would be off the
at the Meeting House. Each Center will take advantage of the sloped
surface parking lot bordered by a baseball field, terraced community
nature of the site and be configured in two story spaces.
gardens and the community market areas adjacent to the Meeting
Surrounding the Centers are the Academic Life Centers. They also
House building.
cascade up the hill with a southern and northern building. They are
The parking on the site is divided into the surface parking lot, for
organized as both formal Academic buildings, on the exterior faces,
100 cars, at the most northern end of the site and a two story
and flexible open space labs surrounding student forums on the
parking structure beneath and at the most southern corner of
interior facades.
the site.
At the top of the hill is the existing Auditorium and Gymnasium Building. This building can we modernized, reclad, reengineered and recommissioned as the School / Community Meeting House. The existing Gym would serve as the Auxiliary Gym and the lower
From the main Academic Boulevard would branch secondary
locker room floor would be repurposed to suit the needs of the new
avenues. These secondary paths organize the movement back into
school. Added to this structure, and slightly down the western face
the centers, through the academies and ultimately focusing all
of the hill, would be the new competition Gym.
movement back to the Ballou Clock tower.
Conceptual Site Solution 21 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
MEETING HOUSE
The Meeting House will provide a unique design solution for the
The Meeting House’s center floor area will have a hydraulic floor that would
District of Columbia to meet the ever demanding challenges for
have the following functions:
versatility to enhance both the school and community use.
1) Capable of being slope from 2’ below stage level up to the main level of
The traditional Visual and Performing Arts Centers provide a
Ballou High School for enhancement of the performances at the stage.
resource to one segment of the academic mission. Drama, band
This performance configuration would accommodate 504 permanent
and chorus schedule the use of these areas along with dance and
auditorium seats and up to 270 loose seats for a total of 774.
art. The fact is that these areas represent a significant underutilized resource. The Anacostia community uses Hart middle school to house no less than two faith based communities every weekend. In the District there are more than 20 separate dance and theatre organizations without a home. The community partnership opportunities for the Meeting House center are almost limitless. The Meeting House will be designed with multi-levels of permanent seating around the perimeter in a U-Shape with an inward focus. This arrangement accommodates site lines and orientation to the stage for performances, as well as views and proximity to the main floor for other activities in the Meeting House.
2) Capable of being a flat floor for support community events, dance, and worship. This performance configuration would accommodate 504 permanent auditorium seats and up to 270 loose seats for a total of 774. 3) Capable of having only a small, 24’ diameter stage at the center of the perimeter U-shape seating being raised to support “Theatre-in-theRound” performances. This performance configuration would accommodate 504 permanent auditorium seats and up to 180 loose seats for a total of 684. 4) Capable of having only a small, 12’ deep by 40’ wide rectangular stage in front of the orchestra pit to support “Black Box” performances in a more intimate setting. This performance configuration would accommodate 504 permanent auditorium seats and up to 208 loose seats for a total of 712 or 440 if the balcony section is closed. 5) Capable of having tables and chairs to support “Dinner Theatre”. This performance configuration would accommodate approximately 200 seats. The Stage would be refurbished in its existing location to have state of the art capabilities and acoustics to support drama, instrumental, orchestra, vocal, speech, lecturing, dance, and worship. The Meeting House’s reconstruction in its existing location is enhanced by the Music (Choir and Instrumental) Center to the south, which will function as green rooms for the Stage and Culinary Arts to the north, which would function as kitchen for dinner and food prep for special community events.
22 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Upper Main Gym
Sixth Floor
PLAN
Upper Pool Upper Community Pool
RESEARCH CENTER WELLNESS CENTER
PLAZA
Auxiliary Gym
Fifth Floor
Health GYMNASIUM POOL BALCONY
SERVICES CENTER/ADMIN
GYM BALCONY
MEETING HOUSE
12th Grade Academy
ACADEMIC
LOBBY CONCESSIONS/CAFÉ CAFE
University Academy
FARMERS STOSEC MARKET STORE
NET ZERO
UNIF STOR
HEALTH CLRM
PROPSTO AUX GYM
HEALTH LAB
SCENE SHOP STO TECH LAB PROP STO BIOTECH LAB PR PR STO OF
MEDICAL OFFICE
MEDICAL ASSIST
EXTERIOR PLAZA
12 CLRM
COLLEGE SUCCESS HUB
TREATMENT GUIDANCE OF OF OF RR OF OF OF RR STAFF DEV RR LAB STO REC BEHAVIOR CONF SUPRT STO OF OF RECEP DENTAL LOBBY 5
FORUM
12 CLRM
Guidance
CHORAL/KEYBRD
DAYCARE CENTER DAYCARE PLAZA
RR
GIRLS BOYS DRESSING DRESSING RM RM RR STAGE
CLINICSEC COMM WELLNESS
UNIV CLRM SGI
PRAC STOR
UNIV CLRM
STOR
UNIV CLRM
12 CLRM RR IB COORD OFFICE
SOCIAL WRKR
STOR STOR
12 CLRM
Health Services
RR
HEALTH CLRM
12 CLRM
12 CLRM
PLAZA
RR FAMILY SUPPORT CENTER
UNIF STOR
SGI
COMMUNITY POOL
CONC
RR
RR WORK RM
ENTRY PLAZA
UNIV CLRM
CONF SEC OF UNIV ADMIN
AMPHITHEATRE
C ommunity Services
OUTDOOR COURT
MEETING HOUSE
Daycare
CTE CUL ARTS
INSTRUMENTAL STO
EDITING RM / REC STUDIO PR PR
STORE OF
LOBBY
TICKETS
RR RR
DRILL TEAM
KEY PLAN RESEARCH CENTER WELLNESS CENTER
MEETING HOUSE
SERVICES CENTER/ADMIN MEETING HOUSE
Main Entry
OVERALL COLOR PLAN 5
1" = 80'-0"
Overall Color Plans 23
Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Meeting House
ACADEMIC
Music Academy
NET ZERO
SERVICE CENTER
As the center of the community, the Comprehensive Community
The most obvious element of the Service Center will be the School
High School must act as a “Service Center” for the needs of the
Administration Center, the main offices, but it will also provide
community. A satellite center for city services, information and
access to the College Success Hub, Workforce Development Hub,
administration must be located within the building. More than a
Physical and Mental Health Hub, Family support and Engagement
distant cousin of the town square, the heart of the school must be
Hub, Out of School time Hub, and Community Service Hub, and the
the “Times Square” of the community. That place where you can get
design is flexible for new or expanded partnerships in the future.
your news, a place of trusted information and the place where you can go in times of need.
These hubs will be busy throughout the day as partners work with the school to implement appropriate strategies to provide high
This center needs to be at the “front door”, easily accessible to the
quality support services to both students and families of Ballou. This
community while remaining partially filtered from the student
framework for partner engagement is meant to support the school’s
population. Like many of the other centers, the Service Center will
goals and vision, and to truly be an anchor within the community.
house shared element of community and school need. Workforce Development, as one example, will serve the student population as well as the community.
24 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
11th Grade Academy
Third Floor Fourth Floor
Upper Cafeteria
PLAN
COMPETITION POOL
RESEARCH CENTER WELLNESS CENTER
Arts & Technology Academy
COMM LCKR COMM LCKR RM RM
GYMNASIUM
Roof Plaza
SERVICES CENTER/ADMIN
OF
SEC
POOL EQPT
LOBBY RR CONCESSIONS/CAFÉ
MEETING HOUSE
RR
POOL STO
ATH SEC CONF AD OF
ACADEMIC
STO NET ZERO
FITNESS
DEPT OF STAFF SHOWER/RR
DN
A&T CLRM A&T LAB
11 LAB
A&T LAB
Main Admin
A&T CLRM A&T CLRM
DINING/FORUM FORUM A&T PLAZA
A&T CLRM A&T LIFE SKILLS RR
A&T CLRM A&T ART
RR
A&T PROCESSING
OF
CONF
A&T TECH WORK RM
OF OF OF
OF OF STO DE-CEN ADMIN
RES DEV OFFICE REGISTRAR BUS MANG CONF OF
TEEN OUTREACH PROGRAM
DE-CEN ADMIN
RR
RR
RR
ALT ED COMM WORK RM LEARN CTR ATTEN MAIL
MAIN ADMIN
OF OF
CONF
SPEC ED CLRM
CONF
PRIN OF LOUNGE REC
SPEC ED
SGI
DIGITAL PROD AREA
11 CLRM TECH LAB
OF 11 CLRM
PROJ LAB
RR
FACULTY DINING
AUDIO PROD
UPPER CAFETERIA
SEC GOVT OF
MAIN STREET
GIRLS PE LCKR RM GIRLS TEAM STOR
ATH STO TRAIN RM
LAUN
ATH STO
DIGITAL COMP LAB
RR
RR STO
GIRLS TEAM LCKR RM
KEY PLAN RESEARCH CENTER WELLNESS CENTER
11 LAB
11 CLRM SPEC ED CLRM
A&T CLRM
FOOTBALL STOR
FORUM
Outreach
A&T CLRM
BOYS PE LCKR RM
CHEM STO
PREP
11 CLRM
A&T CLRM A&T CLRM
BOYS FOOTBALL TEAM LCKR RM
STAFF SHOWER/RR WORK RM/COACHES OFFICES
GIRLS TEAM LCKR RM ATHGIRLS STO TEAM GIRLS TEAM 2 1 BOYS TEAM BOYS2 TEAM 1 BOYS TEAM LCKR RM
WORK RM/COACHES OFFICES
11 LAB
DEPT OF
CHAIR STO
ART PLAZA
KILN
11 CLRM
STO
11 CLRM MECH
MEETING HOUSE
PE STOR PE STOR
3D/2D STUDIO OF
3D/2D STUDIO
SERVICES CENTER/ADMIN
ACADEMIC
HYDRAULIC FLOOR
NET ZERO
PE STOR PE STOR COMM MEETING/DRAMA
MAIN STREET
Main Gym - Lower Swimming Pool - Lower Fitness Locker Rooms
Academic Arts Plaza
SERVICE CENTER
LOWER LEVEL PARKING GARAGE
OVERALL COLOR PLAN 4
1" = 80'-0"
Overall Color Plans 25 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
WELLNESS
The traditional DC High School can boast of two gyms, a weight
total of 1600. The Main Gym is currently positioned on the level
room, ball fields and a track. Some have a pool with associated
where all the locker rooms are located.
locker and team rooms, but many time these alone to not address the bigger issues of wellness. Obesity and the factors that contribute to it are issues nationwide, In the District of Columbia, , nearly 18% of high school students and approximately 22 % of adults are obese, Obesity and associated health problems such as diabetes, and high blood pressure, are considered the most common preventable causes of death. Only 30% of high school aged students exercise
The existing Main Gym would be restructured, renovated, and subdivided to provide the following features: Auxiliary Gym, 3 Health Classrooms/Lab that would have direct access to the Auxiliary Gym and the adjacent corridor, Multi-Purpose Dance located above the Health Classrooms/Lab with an elevated 2-lane Jogging Track around the perimeter of the basketball court below.
the recommended 60 minutes for five days a week. Lack of access
The Fitness Room (Weights) would remain in its current location. It
to grocery stores with organic foods and healthy produce has been
should be noted that the new program requires less square footage
cited as a factor contributing to higher rates of obesity in Ward 8
than is currently present in the existing Fitness Room, and by
(source: D.C. Department of Health).
modernizing the existing space the system can realize a cost
The New Ballou will have a Wellness Ccenter which will be the location for access to lifetime health and fitness. A Farmer’s market store will provide healthy produce for the community. Additional produce can be grown in the greenhouse and community garden. The new Main Gym would accommodate one competition court, two cross courts for PE activities, volleyball, and other activities such
savings and exceed the program required by the educational specification The following enhancements would be made: views from the above (auxiliary gym and lobby services) would be added, and below, community access would be provided, and remodeled to have the appearance of a health club environment to inspire workout.
rock climbing, dance, wrestling, etc. The Gym balcony would have
The new Competition Pool would be an 8 lane 25 yard/25 meter
400 permanent seats and up to 1200 telescoping bleachers for a
pool with a movable bulkhead that separates the diving well from the swimming. Thus, simultaneous events can occur without interference. The Community Pool would have a learn to swim pool, as well and other amenities including slides, water play structures, etc. to enhance the physical exercise and encourage water activities.
26 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Third Floor
KEY PLAN RESEARCH CENTER
CONCESSIONS
WELLNESS CENTER
MECH/ELEC
RR
Upper 9th Grade Academy
SERVICES CENTER/ADMIN
ENG SHOP ENG STO CUST SHOP RR ENG OF RR CUST OF RECEIVING
Upper Research - Community
RR
MEETING HOUSE ACADEMIC
CUST STO
NET ZERO
Stadium
DN 10 LAB
9 LAB PREP
9 LAB
9 LAB
9 CLRM FORUM
PROJ LAB
EXTERIOR PLAZA
10 LAB
PREP
9 CLRM
9 CLRM
DNUP
DIGITAL VIDEO
10 CLRM
FORUM
10 CLRM
9 CLRM 10 CLRM 9 CLRM
10 CLRM
10 CLRM
9 CLRM
10 CLRM
WORK RM STO WORK RM PROJ LAB COMM OF OF RECEP RESEARCH OF STO CONF BOOK STO ASST PRIN
OF ASST PRIN WORK RM STO
IT OF
OF CONF STO
WORKFORCE CENTER
MAIN STREET
TECH LAB
RR
KEY PLAN
TELECOMBREAK RM
LOWER CAFETERIA
RESEARCH CENTER
10 CLRM
WELLNESS CENTER
10 CLRM
10 CLRM STO WARE WASHING
RR
STO
10 CLRM
PROJ LAB
EXTERIOR DINING
10 CLRM BALCONY
10 LAB
SCATTER SERVING
OF
SERVICES CENTER/ADMIN
DOCK RR RR
FRZR KITCHEN CLR
MEETING HOUSE
PAPER DRY STO
ACADEMIC NET ZERO
FOOD STOR
CHAIR STO
WORKFORCE CLRM
10th Grade Academy Receiving
WELLNESS
OVERALL COLOR PLAN 3
Lower Cafeteria / Kitchen
Overall Color Plans 1" = 80'-0" 2 7 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
LOWER LEVEL PARKING GARAGE
RESEARCH AND REFERENCE CENTER
The new community Research and Reference Center at Ballou will
The School Research Center should be adjacent to the 9th grade
be a revolutionary change to the traditional high school media
academic life center. Areas within the Research Center will be
center. As a place to inspire students and the community to not only
available for quiet individual research but there will also be areas for
learn, but to seek answers to the questions they have or are asked
more interactive group research, and instruction. Adjacent to the
of them, the Ballou Community Research Center will be have three
Research Center should be a small theater which can be used for
major components, a research center for the students of Ballou, a
Socratic seminars, film presentations, lectures, staff development,
small theater, and a research center for the neighborhood residents.
and intimate music or theater productions.
This new Community Research Center will be instrumental in making the New Ballou, a true center of
The community research component of this program is a separate space for public use. While there is access between the Community
the community.
Research Center and the School Research Center, the community
The function of a media center in a school has changed from a
can only enter the school through a controlled access point when
place of quiet research to one with multiple functions. Technology
appropriate. The public will have access to computers for research,
has evolved to the point of near instant access to information, but
periodicals, job postings, and stacks appropriate for general use
teaching students to discern between quality information and what
including but not limited to children’s and young adult sections. It
appears at the top of a internet search engine is a challenge for
could also be used by the child care center for story reading hours.
educators. While the number of volumes in the stacks may be fewer
Parent and Community groups would have access to this space for
than the past, and deletions of out-dated materials are necessary,
meetings as well.
there is still a place for print media in the school Research Center. In addition to non-fiction materials, there should be a substantial fiction and periodical section, and furniture which is comfortable for students to be able to read and enjoy the experience.
28 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
KEY PLAN Second Floor RESEARCH CENTER WELLNESS CENTER
Lower 9th Grade Academy SERVICES CENTER/ADMIN
Lower Research MEETING HOUSE ACADEMIC NET ZERO
9 LAB 9 LAB
PREP
9 CLRM
9 LAB FORUM
9 CLRM
9 CLRM
9 CLRM PROJ LAB
9 CLRM
TECH LAB
OF RECEP
9 CLRM 9 CLRM
STO BOOK STO EQUIP STO
RR
RESEARCH 9 ASSEMBLY
CONF BRDCST STD
WORK RM OF
ASST PRIN
RR PROJ LAB PROJ LAB TECH
KEY PLAN RESEARCH CENTER
MAIN STREET
WELLNESS CENTER SERVICES CENTER/ADMIN MEETING HOUSE
RESEARCH AND REFERENCE CENTER
ACADEMIC NET ZERO
OVERALL COLOR PLAN 2
Overall Color Plans 29
1" = 80'-0"
Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
ACADEMIC LIFE
The obvious elements of any comprehensive High School are the
The District of Columbia has a paradox which significantly affects
Academic wings. Regardless of the focus, the purpose of the
the Ballou community. It has more jobs than residents, yet higher
school building is to create and support places to learn. The unique
unemployment than the national average. Unemployment in Ward 8
component is their configuration and proximity. The new Ballou, in
is over 25%, partly because many jobs in the District require a
order to align with the needs of the teachers, students and
Bachelors degree, and a significant number of residents haven’t
community, must provide centers for diverse academic offerings.
completed high school. To exacerbate the problem, there are few
Academic Life means that ninth grade a beyond, regardless of
industrial or agricultural jobs in the District for those without the
where that “beyond” should end.
higher educational levels (source: NPR December 5, 2011). The
Schools are the centers of the their communities, and the
New Ballou will be the place to change these statistics.
opportunities to be an asset for not only the students in
Whether students are just entering ninth grade for their high school
comprehensive high school component (grades 9 through 12), but
career, in upper grades, dual enrolled in university courses,
those in the STAY program, adult education programs, the University
university students, students working on their GED, or Career
program, or parent /community classes, will make the New Ballou
Technical Education, residents taking job skills training, or needing
the place to be. The facility will be used from morning through late
to learn how to repair their car, the New Ballou will facilitate the
evening, and the academic activity will add to the vitality of the
accomplishment of these goals, and be a location of life-long
community at large.
learning.
30 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
KEY PLAN First Floor RESEARCH CENTER WELLNESS CENTER SERVICES CENTER/ADMIN Stay Academy MEETING HOUSE ACADEMIC NET ZERO
STAY CLRM STAY CLRM STAY CLRM LOUNGE
STAY CLRM
RR STAY ADMIN
FORUM
STAY CLRM STAY CLRM
AUTO MECH & BODY BELOW
TEACHER WRKRM/LOUNGE
STO
CONF SGI COMP PRIN OF COMP LAB TUTOR CONF RECEP OF OF STUD SERV COSMETOLOGY EXT DPL STE RR BARBERING SGI
RR STO
KEY PLAN RESEARCH CENTER
ELEVATOR LOBBY 1
WELLNESS CENTER SERVICES CENTER/ADMIN MEETING HOUSE
ACADEMIC LIFE
ACADEMIC NET ZERO
Overall Color Plans
OVERALL COLOR PLAN 1 31
Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
1" = 80'-0"
32 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Stay Academy
KEY PLAN
First Floor
RESEARCH CENTER WELLNESS CENTER SERVICES CENTER/ADMIN MEETING HOUSE
STAY CLRM STAY CLRM
LOUNGE FORUM
STAY CLRM STAY CLRM
AUTO MECH & BODY BELOW
SGI
TEACHER WRKRM/LOUNGE
NET ZERO
RR
STAY CLRM STAY CLRM
ACADEMIC
STAY ADMIN STO CONF
SGI COMP PRIN OF TUTOR CONF RECEP OF OF STUD SERV COSMETOLOGY EXT DPL STE RR BARBERING
COMP LAB
LOWER LEVEL PARKING GARAGE
RR STO
ELEVATOR LOBBY 1
Detail Floor Plan Enlargements 33 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
34 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
9th Grade Academy
KEY PLAN
Second Floor
RESEARCH CENTER WELLNESS CENTER SERVICES CENTER/ADMIN MEETING HOUSE
9 LAB
ACADEMIC NET ZERO
9 LAB
PREP
9 CLRM
9 LAB FORUM
9 CLRM
9 CLRM
9 CLRM 9 CLRM
PROJ LAB
TECH LAB
OF RECEP
9 CLRM 9 CLRM
9 ASSEMBLY
CONF BRDCST STD
LOWER LEVEL PARKING GARAGE
STO BOOK STO EQUIP STO
RR
RESEARCH
ASST PRIN
RR
WORK RM OF
PROJ LAB PROJ LAB TECH MAIN STREET
Research - DCPS
Detail Floor Plan Enlargements 35 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
36 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
9th Grade Academy
KEY PLAN
Third Floor
RESEARCH CENTER WELLNESS CENTER SERVICES CENTER/ADMIN MEETING HOUSE
9 LAB
ACADEMIC NET ZERO
9 LAB
PREP 9 LAB
9 CLRM 9 CLRM 9 CLRM PROJ LAB
9 CLRM
FORUM EXTERIOR PLAZA
DIGITAL VIDEO
LOWER LEVEL PARKING GARAGE
9 CLRM
9 CLRM
10 C
BALCONY WORK RM STO WORK RM PROJ LAB COMM OF OF RECEP RESEARCH OF STO CONF BOOK STO ASST PRIN
Research - Community
Detail Floor Plan Enlargements 37 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
OF ASST PRIN WORK RM STO MAIN STREET
OF CONF STO
WO
38 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
10th Grade Academy
KEY PLAN
Third Floor
RESEARCH CENTER WELLNESS CENTER SERVICES CENTER/ADMIN
DN
DNUP
MEETING HOUSE ACADEMIC NET ZERO
10 LAB PREP 10 LAB
10 LAB
10 CLRM
FORUM
10 CLRM
LRM 10 CLRM 9 CLRM
10 CLRM
10 CLRM
10 CLRM
STO ORK RM PROJ LAB OF RECEP OF TO CONF BOOK STO ASST PRIN
OF ASST PRIN WORK RM STO MAIN STREET
IT OF
OF CONF STO
WORKFORCE CENTER
RR
10 CLRM
STO
10 CLRM STO WARE WASHING
RR
TELECOMBREAK RM
LOWER CAFETERIA
WORKFORCE CLRM
Lower Cafeteria
39 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
SCATTER SERVING
OF
DOCK RR RR FRZR
KITCHEN CLR
PAPER DRY STO
FOOD STOR
CHAIR STO
Detail Floor Plan Enlargements
LOWER LEVEL PARKING GARAGE
10 CLRM
PROJ LAB
EXTERIOR DINING
10 CLRM 9 CLRM
TECH LAB
10 CLRM
40 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Arts & Technology Academy
KEY PLAN
Fourth Floor
RESEARCH CENTER WELLNESS CENTER SERVICES CENTER/ADMIN MEETING HOUSE ACADEMIC
A&T CLRM A&T LAB
NET ZERO
A&T LAB
A&T CLRM A&T CLRM
DINING/FORUM FORUM
A&T CLRM
A&T CLRM A&T CLRM
A&T PLAZA
LOWER LEVEL PARKING GARAGE
A&T CLRM A&T CLRM A&T LIFE SKILLS RR
A&T CLRM A&T ART
RR
A&T PROCESSING
OF
A&T TECH WORK RM
Detail Floor Plan Enlargements 41 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
CONF
OF OF OF
OF OF STO DE-CEN ADMIN
RES DEV OFFICE REGISTRAR BUS MANG CONF OF
TEEN OUTREACH PROGRAM
RR
RR
ALT ED COMM WORK RM LEARN CTR ATTEN MAIL
MAIN ADMIN
MAIN STREET
OF
CONF
PRIN OF LOUNGE REC
SPEC E
DE-CEN ADMIN
RR
RR STO
SEC GOVT
Detail Floor Plan Enlargements 42 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
KEY PLAN
11th Grade Academy
S
DN
R
RESEARCH CENTER WELLNESS CENTER
Fourth Floor
SERVICES CENTER/ADMIN MEETING HOUSE ACADEMIC
11 LAB
11 LAB
CHEM STO
PREP
11 LAB
11 CLRM FORUM
RM
11 CLRM SPEC ED CLRM
A&T CLRM
E
R
A&T CLRM
OF
A&T ART
RR
G
NET ZERO
A&T TECH WORK RM
CONF
OF OF OF
OF OF STO DE-CEN ADMIN
RES DEV OFFICE REGISTRAR BUS MANG CONF OF
TEEN OUTREACH PROGRAM
RR
RR
ALT ED COMM WORK RM LEARN CTR ATTEN MAIL
MAIN ADMIN
OF OF
CONF
SPEC ED CLRM
CONF
PRIN OF LOUNGE REC
SPEC ED
DE-CEN ADMIN
RR
SGI
11 CLRM
LOWER LEVEL PARKING GARAGE
TECH LAB 11 CLRM
PROJ LAB
RR
RR STO
RR AUDIO PROD
SEC GOVT OF
FACULTY DINING UPPER CAFETERIA
CHAIR STO
MAIN STREET
Main Administration
Upper Cafeteria
Detail Floor Plan Enlargements 43 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
ART PL
11 CLRM 11 CLRM
MEC
44 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
EC ED
Wellness Academy Fourth Floor
COMPETITION POOL
COMM LCKR COMM LCKR RM RM
GYMNASIUM OF
SEC RR RR
POOL EQPT
LOBBY CONCESSIONS/CAFÉ
POOL STO
ATH SEC CONF AD OF STO FITNESS
DEPT OF
DN
11 LAB
CHEM STO
11 LAB
11 CLRM
GIRLS TEAM LCKR RM ATHGIRLS STO TEAM GIRLS TEAM 2 1 BOYS TEAM BOYS2 TEAM 1
WORK RM/COACHES OFFICES
RESEARCH CENTER
BOYS PE LCKR RM FOOTBALL STOR
ATH STO TRAIN RM
Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
11 CLRM
DIGITAL PROD AREA
GIRLS PE LCKR RM
WELLNESS CENTER SERVICES CENTER/ADMIN
GIRLS TEAM STOR
DIGITAL COMP LAB 4 5
11 CLRM
GIRLS TEAM LCKR RM KEY PLAN
Detail Floor Plan Enlargements
FORUM
STAFF SHOWER/RR WORK RM/COACHES OFFICES
BOYS TEAM LCKR RM
BOYS FOOTBALL TEAM LCKR RM
11 LAB PREP
STAFF SHOWER/RR
DEPT OF
LAUN
ATH STO
MEETING HOUSE ACADEMIC NET ZERO
46 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Senior Academy
KEY PLAN
Fifth Floor
RESEARCH CENTER WELLNESS CENTER SERVICES CENTER/ADMIN MEETING HOUSE ACADEMIC NET ZERO
TECH LAB SGI 12 CLRM BIOTECH LAB
12 CLRM 12 CLRM Health Service
MEDICAL OFFICE
MEDICAL ASSIST
12 CLRM
Guidance
TREATMENT
GUIDANCE
OF OF OF RR OF OF OF RR RR LAB STO STAFF DEV REC BEHAVIOR CONF SUPRT STO OF OF DENTAL RECEP LOBBY 5
FORUM EXTERIOR PLAZA
12 CLRM
COLLEGE SUCCESS HUB
LOWER LEVEL PARKING GARAGE
UNIV CLRM SGI UNIV CLRM
UNIV CLRM
12 CLRM RR IB COORD OFFICE
RR
RR WORK RM
ENTRY PLAZA
Main Entry
Detail Floor Plan Enlargements 47 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
University
UNIV CLRM
CONF SEC OF UNIV ADMIN
AMPHITHEATRE
Detail Floor Plan Enlargements 48 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
UNIF STOR
CENTER HEALTH CLRM
UNIF STOR
Meeting House
PROPSTO
Fifth Floor
TECH LAB
RESEARCH CENTER
SERVICES CENTER/ADMIN
DAYCARE CENTER
MEETING HOUSE ACADEMIC
HEALTH CLRM
PROP STO
NET ZERO
DAYCARE PLAZA
STOR STOR
M
A
HEALTH LAB
SCENE SHOP STO
EXTERIOR PLAZA
KEY PLAN
WELLNESS CENTER
AUX GYM
SGI
SOCIAL WRKR
BIOTECH LAB PR PR STO OF FORUM
CHORAL/KEYBRD
RR
GIRLS BOYS DRESSING DRESSING RM RM RR STAGE
CLINICSEC COMM WELLNESS
UNIV CLRM SGI
PRAC STOR
UNIV CLRM
STOR
MEETING HOUSE
UNIV CLRM
RR WORK RM
UNIV CLRM
CONF SEC OF UNIV ADMIN
AMPHITHEATRE
OUTDOOR COURT
CTE CUL ARTS
INSTRUMENTAL STO
EDITING RM / REC STUDIO PR PR
STORE OF
LOBBY
DRILL TEAM
Detail Floor Plan Enlargements 49 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
TICKETS
RR RR
LOWER LEVEL PARKING GARAGE
KEY PLAN RESEARCH CENTER WELLNESS CENTER SERVICES CENTER/ADMIN MEETING HOUSE ACADEMIC NET ZERO
MEDICAL OFFICE
MEDICAL ASSIST
RR LAB
Detail Floor Plan Enlargements 50 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
STO
TREA
OF RR STO BEHA SU
O DENTAL RECEP
ATMENT
Wellness Fifth Floor PLAZA
GYMNASIUM
GYM BALCONY
LOBBY CONCESSIONS/CAFÉ CAFE
HEALTH CLRM
UNIF STOR PROPSTO AUX GYM
HEALTH LAB
SCENE SHOP STO TECH LAB PROP STO BIOTECH LAB PR PR STO OF
COLLEGE SUCCESS HUB GUIDANCE OF OF
OF OF OF STAFF DEV RR REC AVIOR CONF UPRT OF OF LOBBY 5
FORUM
12 CLRM
CHORAL/KEYBRD
SGI
PRAC STOR
UNIV CLRM
RR
STOR
UNIV CLRM
RR WORK RM
ENTRY PLAZA
SOCIAL WRKR DAYCARE CENTER DAYCARE PLAZA
RR
GIRLS BOYS DRESSING DRESSING RM RM RR STAGE
CLINICSEC COMM WELLNESS
UNIV CLRM
12 CLRM RR IB COORD OFFICE
RR
STOR STOR
12 CLRM
EXTERIOR PLAZA
RR
HEALTH CLRM
12 CLRM
12 CLRM
PLAZA
FAMILY SUPPORT CENTER
UNIF STOR
12 CLRM
COMMUNITY POOL
CONC
FARMERS STOSEC MARKET STORE
SGI
POOL BALCONY
UNIV CLRM
CONF SEC OF UNIV ADMIN
AMPHITHEATRE
Detail Floor Plan Enlargements
OUTDOOR COURT
MEETING HOUSE
CTE CUL ARTS
INSTRUMENTAL
PR PR
STORE OF
DRILL TEAM
51 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
RESEARCH CENTER WELLNESS CENTER SERVICES CENTER/ADMIN MEETING HOUSE ACADEMIC
STO
EDITING RM / REC STUDIO
KEY PLAN
LOBBY
TICKETS
RR RR
NET ZERO
52 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
STO
Wellness Balcony
JOGGING TRACK
MULTI-PURPOSE DANCE
MECH
MECH
MECH
Meeting House Balcony
UPPER THEATRE STO
STO
SOUND/LIGHTING
KEY PLAN RESEARCH CENTER WELLNESS CENTER SERVICES CENTER/ADMIN MEETING HOUSE ACADEMIC NET ZERO
Detail Floor Plan Enlargements 53 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
54 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
NET ZERO
CTE - Automotive Academy Parking Level 1
UPPER LEVEL PARKING GARAGE RR RR
CLRM
AUTO LAB
CLRM PAINT STOR
AUTO BODY
OF STOR/PARTS ELEC
Parking Level 1
ELEVATOR LOBBY P1
KEY PLAN RESEARCH CENTER WELLNESS CENTER SERVICES CENTER/ADMIN MEETING HOUSE ACADEMIC NET ZERO
Detail Floor Plan Enlargements 55 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
56 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
NET ZERO
Parking Level 2
LOWER LEVEL PARKING GARAGE
ELEVATOR LOBBY P2
KEY PLAN RESEARCH CENTER WELLNESS CENTER SERVICES CENTER/ADMIN MEETING HOUSE ACADEMIC NET ZERO
Detail Floor Plan Enlargements 57 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Paint
Paint
Wall Tile
Wall Tile
Glass Tile
Glass Tile
Linoleum
Terrazzo
Linoleum
Quartz Carpet
Terrazzo
Rubber-Cork
Quartz Carpet
Terrazzo Cork Bamboo
Finish Plans and Patterns 58 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Quartz Carpet
Core Academics Performance Lobby Theatre for 400 Stage Ticket Booth Sound/Lighting Control Chair/Piano Storage Prop/Costume Storage Dressing Rooms Music Choral / keyboarding Instrumental Room Uniform Storage Instrument Storage Practice Room Large Practice Room Choral Storage Music Library/Office Drill Team Editing Room/Recording Studio Visual Art-Total 3D/2D Studio Digital Photo Lab Computer area Equipment Storage Production Area Kiln/Ceramics Storage Office for Two Office for One Storage Gallery Store
Floor
Base
Wall
Program of Spaces
Ceiling
LSF LSF, CFT WD LSF LSF LSF LSF LSF
WB WB VRB WB WB WB WB WB
GWB, MP SFWS CMU GWB GWB GWB CMU CMU
ACT, AMC ACP, PES ACT ACT PES PES PES
LSF LSF LSF LSF LSF LSF LSF LSF LSF LSF
WB WB WB WB WB WB WB WB WB WB
CMU,AWT CMU,AWT CMU CMU CMU,AWT CMU,AWT CMU CMU CMU,AWT CMU,AWT
ACT ACT PES ACT ACT ACT PES ACT ACT ACT
LSF LSF LSF LSF LSF LSF LSF LSF LSF LSF
WB WB WB WB WB WB WB WB WB WB
CMU,TWS CMU,TWS CMU,TWS CMU CMU CMU GWB GWB CMU CMU,STFT
ACT ACT ACT PES ACT PES ACT ACT PES AMC
Floor
Base
Wall
Ceiling
Physical Education
Wellness Center
Community Meeting House
Program of Spaces
Core Academics
Gymnasium
WAF
VRB
CMU
PES
Fitness Room
RSF
RB
CMU
PES
Multi-purpose dance
WAF
VRB
CMU
ACP
Auxiliary Gym
WAF
VRB
CMU
PES
Elevated Jogging Track
RSAF
RB
CMU
PES
Health Classroom
LSF
RB
CMU
ACT
Health Lab
LSF
RB
CMU
ACT
PE Locker Room (Boys & Girls)
LSF/CMT
RB/CMT
CMU
ACT/GWB
Team Locker Room (Boys & Girls)
PCF
RB
CMU
ACT
Football Locker Room
PCF
RB
CMU
ACT
Football Storage Girls Team locker Room
59 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
RB
CMU
PES
PCF
RB
CMU
ACT
Girls Team Storage
SCONC
RB
CMU
PES
Athletic Storage
SCONC
RB
CMU
PES
P.E. & Coach Staff Shower/Restroom
LSF/CMT
RB/CMT
CMU
ACT/GWB
Department Office
LSF
RB
CMU
ACT
Workroom/coaches Offices
LSF
RB
CMU
ACT
Storage
LSF
RB
CMU
ACT
Lobby Services/Concessions/mini café
LSF
RB
CMU
ACT
Conference Room
LSF
RB
CMU
ACT
Training Room
LSF
RB
CMU
ACT
Laundry
LSF
RB
CMU
PES
Swimming Pool
QC
QC
CMU
PES
Athletics Secretary
LSF
RB
CMU
ACT
Community Locker Rooms
Finish Plans and Patterns
SCONC
LSF/CMT
RB/CMT
CMU
ACT/GWB
Farmers Market Store
PCF
RB
CMU
ACP
Medical Clinic w/ Pharmacy
LSF
RB
CMU
ACT
Student Dining and Food Service TERR
ST
CMU
ACP, ACT
Serving Area
USVF
USVF
CMU
ACP
Food Storage
USVF
USVF
CMU
PES
Paper Products, Carts and Utensils Storage
USVF
USVF
CMU
PES
Ware Washing
USVF
USVF
CMU
ACT
Freezer and Cooler
USVF
USVF
CMU
PES
Toilet/Shower/Lockers
USVF
USVF
CMU
ACT
Cleaning Storage
USVF
USVF
CMU
PES
Fruit & Dairy Bar
TERR
ST
CMU
ACT
Table / Chair Storage
LSF
RB
CMU
PES
Dietician Office
USVF
USVF
CMU
ACT
Staff Dining/Meeting Room
TERR
ST
CMU
ACT
Vending
TERR
ST
CMU
ACP
Kitchen/Scatter Serving
USVF
USVF
CMU
ACT
Preparation Area
USVF
USVF
CMU
ACT
Dry Food Storage
USVF
USVF
CMU
PES
Restroom
USVF
USVF
CMU
Community Services Center
Core Academics
Cafeteria/Commons
Program of Spaces
Community Research Center
Base
Wall
Ceiling
Lobby/Main Street
QC
QC
AMP
AMP,ACP
Administration
ACT
Core Academics Program of Spaces
Floor
Reception Area
QC,CFT
QC, WB
STFT,GWB
ACP
Principal's Office
CFT
WB
GWB
ACT
Conference Room
CFT
WB
GWB
AMP
Administrative Assistant's Office
CFT
WB
GWB
ACT
Business Manager's Office/vault
CFT
WB
GWB
ACT
Resource Development Office
CFT
WB
GWB
ACT
Administrative Workroom
CFT
WB
GWB
ACT
Administrative Supply Storage
CFT
WB
GWB
PES
Mail Room
CFT
WB
GWB
ACT
Assistant Principal's Office
CFT
WB
GWB
ACT
Guidance Counselor's Office
CFT
WB
GWB
ACT
Guidance Records/Storage
CFT
WB
GWB
ACT
Guidance Conference Room
CFT
WB
GWB
ACP
Conference Room (Staff Development)
CFT
WB
GWB
ACT
IB Coordinator Office/conference
CFT
WB
GWB
ACT
Attendance
CFT
WB
GWB
ACT
Registrar
CFT
WB
GWB
ACT
Records Storage
CFT
WB
GWB
ACT
Security
QC
QC
CMU
ACT
Supply (General) Storage
LSF
RB
CMU
ACT
Staff Break Room
TERR
ST
CMU
ACT
Floor
Base
Wall
Ceiling
Reading, Learning and Circulation Area Computer Research Office
CFT CFT CFT
WB WB WB
CMU,STFT GWB GWB
ACT ACP ACT
Workroom
CFT
WB
GWB
ACT
Telecom/Head End Room
LSF
RB
GWB
ACT
Equipment Storage
CFT
WB
CMU
ACT
IT Coordinator Office
LSF
RB
GWB
ACT
Conference Room
CFT
WB
GWB
AMP
Kitchenette
LSF
WB
CMU
ACT
Media Production / Broadcast Studio Room
LSF
WB
CMU.AWT
ACT
Alternative Education
WD
WB
GWB
ACT
Project Room
CFT
WB
CMU,STFT
ACT
Restroom
CMT
CT
CMU
GWB
Reading Room/Circulation
CFT
WB
CMU,STFT
ACP
School Store
TERR
ST
CMU
ACT
Media Specialist Office
CFT
WB
GWB
ACT
Student Government Office
TERR
ST
CMU
ACT
Workroom/Storage
CFT
WB
CMU
ACT
Restroom
CMT
CT
CMU
GWB
LSF
RB
GWB
ACT
Media Center
Health Clinic Waiting Area/Reception
Finish Plans and Patterns 60 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
LSF
RB
GWB
ACT
Core Academics
LSF
RB
GWB
ACT
Program of Spaces
Floor
Base
Wall
Cots
LSF
RB
GWB
ACT
Storage
LSF
RB
GWB
ACT
Toilet
CMT
CT
CMU
GWB
Medical provider offices
LSF
RB
GWB
ACT
Med assistant cubicle
LSF
RB
GWB
ACT
Exam Rms
LSF
RB
GWB
ACT
Custodial Shop Custodial Office Custodial Storage Engineering Shop Engineer's Office Engineering Storage Toilet/Shower/Lockers
SCONC LSF SCONC SCONC LSF SCONC CMT
RB RB RB RB RB RB CT
CMU CMU CMU CMU CMU CMU CMU
Building Support
Office Treatment Area
Health Clinic (School Based clinic)
Lab
LSF
RB
GWB
ACT
Toilet
CMT
CT
CMU
GWB
Storage
LSF
RB
CMU
ACT
Dental operatory
LSF
RB
GWB
ACT
Dental supplies
LSF
RB
GWB
ACT
Break area alcove
LSF
RB
GWB
ACT
Partner Reception area
TERR
ST
GWB
ACT
Small group rooms (150, 250, 400 sf)
LSF
RB
GWB
ACT
Break area
TERR
ST
GWB
ACT
CFT
WB
GWB
ACT
Workforce Center
CFT
WB
GWB
ACT
Classroom
TERR
ST
GWB
ACT
Offices (Dean and admin officer Mental Health Hub)
LSF
RB
GWB
ACT
Behavior Support team
LSF
RB
GWB
ACT
Daycare Center
LSF
RB
GWB
ACT
Family Support Center
LSF
RB
GWB
ACT
Social Worker Office
LSF
RB
GWB
ACT
Out of School Coordinator
LSF
RB
GWB
ACT
Community Learning Center Office
LSF
RB
GWB
ACT
Student Lounge
LSF
RB
GWB
ACT
USVF
Flooring CFT
PES
QC
Ceramic Mosaic Tile Quartz Carpet
RB
Rubber Base
ST
Stone Resilient Sheet Vented Resilient Wood Base
LSF
Material Abbreviation
College Center
AMP
CMT
College Success Hub Workforce Development Hub
Physical and Mental Health Hub
Family and Support and Engagement Hub
PCF QC RCF RSAF SCONC TERR USVF WAF WD Base CMT
Out of School Time Hub
VRB
Community Service Hub Teen Outreach Program Team
LSF
RB
GWB
ACT
Housing Assistance
LSF
RB
GWB
ACT
Community Internet Access Room
LSF
RB
GWB
ACT
Bank
LSF
RB
GWB
ACT
WB
Finish Plans and Patterns 61 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Wall Cork Flooring Ceramic Mosaic Tile Linoleum Sheet Flooring Polished Concrete Finishing Quartz Carpet Rubber Cork Flooring Rubber Sheet Athletic Flooring Sealed Concrete Terrazzo Resilient Sheet Flooring Wood Athletic Flooring Wood Flooring
AWT CT CMU GWB MP SFWS STFT Ceiling ACP ACT AMP GWB
Ceiling
PES ACT PES PES ACT PES PES
Acoustic Metal Panels Acoustical Wall Treatment Ceramic Tile Concrete Masonary Unit Gypsum Wallboard Metal Panels Stretched Fabric Wall System Store Front Acoustical Ceiling Panel Acoustical Ceiling Tile Acoustical Metal Panels Gypsum Wallboard Paint Exposed Structure
Third Floor
Finish Plans and Patterns 62 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Fourth Floor
Finish Plans and Patterns 63 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Meeting House
Wellness Center
Finish Plans and Patterns 64 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Paint
Paint
Ceramic Tile
Ceramic Tile
Glass Tile
Glass Tile
Linoleum
Terrazzo
Linoleum
Quartz Carpet
Terrazzo
Rubber-Cork
Quartz Carpet
Terrazzo
Finish Plans and Patterns 65 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Quartz Carpet
1 - Section through Main Street
A&T CLASSROOM
9TH GRADE CLASSROOM
DIGITAL VIDEO
9TH GRADE LARGE CLASSROOM
9TH GRADE CLASSROOM
TECH LAB
2
STUDENT LOUNGE/FORUM
1
9th GRADE ASSEMBLY
COSMETOLOGY LAB
UPPER LEVEL PARKING GARAGE
AUTO TECH LAB
2
LOWER LEVEL PARKING GARAGE
Building Sections
Section 2
RESEARCH
66 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
1" = 20'-0"
1
AUTO BODY
Detail 1010 Detail
1" = 40'-0"
1" = 40'-0"
2 - 10th/11th/12th Academies and Cafeteria
12TH GRADE CLASSROOM
11TH GRADE CLASSROOM
12TH GRADE CLASSROOM
11TH GRADE CLASSROOM
10TH GRADE CLASSROOM
FORUM
UPPER CAFETERIA
FORUM
FORUM 10TH GRADE LARGE CLASSROOM
FORUM
10TH GRADE CLASSROOM
Section 1
FORUM
Section 1
FORUM
LOWER CAFETERIA
10TH GRADE LARGE CLASSROOM
Building Sections
1" = 20'-0"
67 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
MAIN STREET
MAIN STREET
MAIN STREET
LOWER CAFETERIA
1" = 20'-0"
UPPER CAFETERIA
MAIN STREET
3 - Stay/9th/A&T Academies and Research
3
5
4 3 5
A&T CLASSROOM
9TH GRADE CLASSROOM
DIGITAL VIDEO
9TH GRADE LARGE CLASSROOM
9TH GRADE CLASSROOM
TECH LAB
RESEARCH
STUDENT LOUNGE/FORUM
COSMETOLOGY LAB
UPPER LEVEL PARKING GARAGE
AUTO TECH LAB
LOWER LEVEL PARKING GARAGE
Section 2
9th GRADE ASSEMBLY
1" = 20'-0"
Building Sections 68 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
AUTO BODY
4 - Assembly and Automotive
5 - Service Centers and Clock Tower
STAFF DEVELOPMENT
BUSINESS MANG
9th GRADE ASSEMBLY 9th GRADE ASSEMBLY
BUSINESS RECORDS MANG
STAFF DEVELOPMENT OFFICE
RECORDS ATTENDANCE
OFFICE
LOBBY 5
MAIN STREET ATTENDANCE
MAIN STREET
MAIN STREET
MAIN STREET
MAIN STREET
AUTO BODY
AUTO BODY
LOWER LEVEL PARKING LOWER LEVEL PARKING GARAGE GARAGE
ection 10Section 10
1" = 20'-0"
Section 4 Section 4
1" = 20'-0"
Building Sections 69 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
LOBBY 5
MAIN STREET
ELEVATOR LOBBY 1
ELEVATOR LOBBY 1
ELEVATOR LOBBY P1
ELEVATOR LOBBY P1
ELEVATOR LOBBY P2
ELEVATOR LOBBY P2
1" = 20'-0"
1" = 20'-0"
6 - Competition and Community Pool
POOL BALCONY
POOL BALCONY
COMPETITION POOL
COMMUNITY POOL
COMM. LCKR. ROOMS
COMPETITION POOL
COMM. LCKR. ROOMS
COMMUNITY POOL
CORRIDOR
CORRIDOR
Section 20
1" = 20'-0"
Section 20
1" = 20'-0"
GYM BALCONY
7 - Main Gym GYM BALCONY GYMNASIUM
GYMNASIUM MECHANICAL/ELECTRICAL
Section 28
Section 28
ENG SHOP
MECHANICAL/ELECTRICAL
ENG SHOP
Building Sections
ENG STORAGE
1" = 20'-0"
70 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
1" = 20'-0"
ENG STORAGE
8 - Auxiliary Gym and Meeting House UPPER THEATRE
ELEVATED JOGGING TRACK ELEVATED JOGGING TRACK
MECHANICAL
PE STORAGE
AUXILIARY GYMNASIUM
PE STORAGE
ATHLETIC STORAGE
STAGE
STAGE
CORRIDOR
BOYS PE LOCKER ROOM
BOYS PE LOCKER ROOM
ATHLETIC STORAGE
CORRIDOR
MEETING HOUSE MEETING HOUSE
GALLERY STORE
LOBBY
COMMUNITY MEETING/DRAMA
MAIN STREET
1" = 20'-0" 1" = 20'-0"
UPPER THEATRE
UPPER THEATRE
9 - Meeting House CORRIDOR
GALLERY STORE
ATHLETIC STORAGE ATHLETIC STORAGE
Section 29
SOUND/LIGH CONTRO
SOUND/LIGHTING CONTROL
MECHANICAL
AUXILIARY GYMNASIUM
Section 29
UPPER THEATRE
CORRIDOR
MEETING HOUSE
MEETING HOUSE
PE STORAGE
6 7
MUSIC CORRIDOR
MUSIC CORRIDOR
8
9
PE STORAGE
9
8
Section 31 Section 31
Building Sections 71
= 20'-0" Bryant Mitchell |1" Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
1" = 20'-0"
6
West Elevation
4-a
WEST ELEVATION
SOUTH ELEVATION
1" = 40'-0"
Building Elevations 72
Elevation 4 - a
Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
1" = 40'-0"
Elevation 8 - a
1" = 40'-0"
1" = 40'-0"
South Elevation
3-a
1" = 40'-0"
1" = 40'-0"
Elevation 8 - a
Building Elevations
1" = 40'-0"
73 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
East Elevation
Elevation 1 - a Elevation 1 - a
2-a 2-a
1" = 40'-0"
1" = 40'-0"
1" = 40'-0"
Building Elevations 74 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
1" = 40'-0"
Elevation 12 - a Elevation 12 - a
1" = 40'-0" 1" = 40'-0"
Southwest Elevation
1-a 1-a
1" = 40'-0" 1" = 40'-0"
Building Elevations 75 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
76 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Exterior Renderings 77 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
78 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Exterior Renderings 79 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Exterior Renderings 80 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Exterior Renderings 81 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Exterior Renderings 82 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Exterior Renderings 83 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Service Center
Interior Renderings 84 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Service Center
Interior Renderings 85 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Service Center
Interior Renderings 86 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Service Center
Interior Renderings 87 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Research
Interior Renderings 88 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Research
Interior Renderings 89 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Research
Interior Renderings 90 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Research
Interior Renderings 91 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Meeting House
Interior Renderings 92 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Meeting House
Interior Renderings 93 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Meeting House
Interior Renderings 94 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Meeting House
Interior Renderings 95 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
96 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Wellness Center
Interior Renderings 97 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Wellness Center
Interior Renderings 98 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Wellness Center
Interior Renderings 99 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Wellness Center
Interior Renderings 100 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Wellness Center
Interior Renderings 101 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Wellness Center
Interior Renderings 102 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Wellness Center
Interior Renderings 103 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Academic Life
Exterior Renderings 104 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Academic Life
Exterior Renderings 105 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Academic Life
Exterior Renderings 106 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Academic Life
Exterior Renderings 107 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Academic Life
Exterior Renderings 108 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Exterior Renderings 109 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
110 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Exterior Renderings 111 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
112 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
V. Project Execution (Appendix)
V. Project Execution (Appendix)
V. Project Execution (Appendix) Program Analysis The design meets or exceeds the educational specification
The Tenth Grade Academy students are also taking academic core
The Arts and Technology Academy is intended to be a small
provided for the New Ballou. Additional program enhancements to
courses with an emphasis placed on skills needed for graduation. In
learning community for students with emotional impairment. Arts
reflect the community needs for Ballou which include a Community
addition to core academic courses located within the academy,
and Technology Academy Students for the most part will take
Research Center, a Community pool, dedicated University
students enroll in elective courses including career and technology
classes within the academy including electives such as art, but will
classrooms, and other specific areas to support Wellness, Health
courses, music, art, and foreign language. Students in this academy
use the PE and music facilities as appropriate. Decentralized
Services, and Ballou Partners. Refer to the detail program for
have more opportunities to move throughout the school
administrative offices will control access to the academy, and there
additional information.
environment, as they improve critical thinking skills through
will be special spaces appropriate for serving these students special
differentiated and hands-on instruction
needs including a Life Skills lab. This academy will have its own
Designed as a school for 1400 comprehensive high school students
lunch room.
during the day, and up to 900 STAY students who meet mostly
The 11th and 12th Grade Academy students continue on the
during the evening hours, the New Ballou is divided into small
success of the 9th and 10th grade academies, and now move
The STAY Program is intended to be a self-contained small learning
learning communities or academies each with its own identity and
through more of the building taking courses towards completing
community. It is designed for students who are under credited or
decentralized administrative offices.
their graduation requirements. They have opportunities to take
who want to obtain a GED. Some of these classes are held during
additional electives such as foreign language, music and art, as well
the day and so there are some dedicated classrooms. Some of the
as Career and Technology courses, and will graduate with the skills
program spaces such as cosmetology and barbering classrooms
needed to go to college or enter a career.
are shared spaces and so are used during the day by the
The Ninth Grade Academy has been created as a place of transition into the rigors of high school academics from the middle school environment. Students spend most of the day in core
comprehensive high school students taking those classes
academic classes (English, math, social studies, science), and may
as electives.
take foreign language within the academy, and then take courses such as art, music, and physical education outside of the academy area. The focus for ninth grade students is reading, technology, and critical thinking.
113 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Space
PARKING LEVEL 2 Lower Level Parking
Level Room #
Room type
Ed Spec Type
Design SF Ed Spec Difference SF
Comments
Type of Const.
LLP2
garage
34,622
0
34,622 Program enhancement
New
Upper Level Parking
LLP1
garage
22,112
0
22,112 Program enhancement
New
Auto Mechanics (Tech)
LLP1
CTE classroom
3,252
3,200
52
New
- Auto Mechanics Classroom
LLP1
CTE classroom
707
700
7
New
- Shared Office
LLP1
CTE support
300
0
300
New
- Storage/Parts
LLP1
CTE support
506
200
306
New
- Electrical
LLP1
CTE support
103
0
103
New
Auto Body
LLP1
CTE classroom
4,893
2,200
2,693
New
- Auto Body Classroom
LLP1
CTE classroom
709
700
9
New
- Paint Booth
LLP1
CTE support
502
500
2
New
- Flammable Storage
LLP1
CTE support
204
200
4
New
Locker Room/Restroom
LLP1
CTE support
152
150
2
New
Locker Room/Restroom
LLP1
CTE support
154
150
4
New
STAY Classroom
1st
classroom
H-AC-1
785
800
-15
New
STAY Classroom
1st
classroom
H-AC-1
812
800
12
New
STAY Classroom
1st
classroom
H-AC-1
812
800
12
New
STAY Classroom
1st
classroom
H-AC-1
812
800
12
New
STAY Classroom
1st
classroom
H-AC-1
812
800
12
New
STAY Classroom
1st
classroom
H-AC-1
1,046
800
246
New
STAY SGI
1st
H-AC-4
150
0
150
New
STAY SGI
1st
H-AC-4
150
0
150
New
STAY Administration
1st
Admin
0
0
0
New
- Welcome Area
1st
Admin
H-AD-2
322
200
122
New
- Principal Office
1st
Admin
H-AD-3
173
150
23
New
- Conference
1st
Admin
H-AD-11
308
300
8
New
- Storage
1st
Admin
H-AD-17
173
300
- Student Services
1st
Admin
731
700
31
New
- Admin Offices (Cubicles)
1st
Admin
780
800
-20
New
- Teacher's Workroom/Lounge
1st
Admin
H-AD-8
402
400
2
New
- Teacher's Restroom
1st
Admin
H-AD-14
56
0
56 SF included in Workroom
New
STAY - Student Lounge
1st
1,110
600
510 Part of the larger Commons
New
STAY - Mens Restroom
1st
Restrooms
H-BS-1
226
375
-149
New
STAY - Womens Restroom
1st
Restrooms
H-BS-1
233
375
-142
New
STAY - Computer Lab
1st
Lab
H-AC-4 sim.
903
900
3
New
External Diploma Suite
1st
Admin
- Reception
1st
Admin
- Cubicles
1st
Admin
- Office
1st
Admin
- Office
1st
- Tutoring/Conf. - Computer
PARKING LEVEL 1
1ST FLOOR
New
-127 173 SF + 150 SF
New H-AD-13
303
100
203
New
802
800
2
New
H-AD-14
130
120
10
New
Admin
H-AD-14
130
120
10
New
1st
Admin
H-AD-11
130
150
-20
New
1st
Admin
109
100
9
New
Barbering Lab
1st
CTE classroom
1,616
1,600
16
New
Cosmetology
1st
CTE classroom
1,916
1,600
316 Includes SF for Exit
New
Stairs
1st
Stairs
458
450
8
New
2ND FLOOR 9th Grade - Classroom
2nd
Large Classroom
H-AC-1
785
900
-115
New
9th Grade - Classroom
2nd
classroom
H-AC-1
812
800
12
New
9th Grade - Classroom
2nd
classroom
H-AC-1
812
800
12
New
9th Grade - Classroom
2nd
classroom
H-AC-1
812
800
12
New
9th Grade - Dry Lab
2nd
science
H-AC-1 sim.
812
800
12
New
9th Grade - Wet Lab
2nd
science
H-AC-5
1,084
1,000
84
New
9th Grade - Prep room
2nd
prep
H-AC-6
201
200
1
New
Space
Level Room #
Room type
Ed Spec Type
Design SF Ed Spec Difference SF
Comments
Type of Const.
9th Grade - Dry Lab
2nd
science
H-AC-1 sim.
853
800
53
New
9th Grade - Large Classroom
2nd
Large Classroom
H-AC-1
1,089
900
189
New
9th Grade - Decent. Admin
2nd
Admin
0
0
0
New
- Reception
2nd
Admin
H-AD-13
230
100
130
New
- Assistant Principal
2nd
Admin
H-AD-14
137
120
17
New
- Office
2nd
Admin
H-AD-14
113
100
13
New
-22
New
- Storage
2nd
Admin
H-AD-17
78
100
Book Storage
2nd
Admin
H-AD-16
230
230
9th Grade - Mens Restroom
2nd
Restrooms
H-BS-1
226
375
-149
9th Grade - Womens Restroom
2nd
Restrooms
H-BS-1
233
375
-142
New
9th Grade - Large Classroom
2nd
classroom
H-AC-1
1,006
800
206
New
9th Grade - Classroom
2nd
classroom
H-AC-1
996
800
196
New
Tech lab
2nd
lab
H-AC-3
996
1,000
-4
New
969
800
169
0 500 SF split into 2 Rooms
New New
Project lab
2nd
lab
H-AC-2
Research
2nd
Media Center
H-MC
- Research/Information
2nd
Media Center
H-MC-1
4,484
4,000
- Computer Research
2nd
Media Center
H-MC-2
900
900
- Office
2nd
Media Center
H-MC-4
272
300
-28 Combine offices into one
New
- Workroom
2nd
Media Center
H-MC-5
351
300
51
New
- Conference Room
2nd
Media Center
H-MC-6
135
150
-15
New
- Broadcast Studio
2nd
Media Center
678
0
678 Program enhancement
New
- Project Lab
2nd
Media Center
564
0
564 Program enhancement
New
- Project Lab
2nd
Media Center
536
0
536 Program enhancement
New
- Equpment Storage
2nd
Media Center
357
350
9th Grade assembly
2nd
theater
2,138
0
2,138 Program enhancement
9th Grade Assembly Balcony
3rd
9th grade theater
1,827
0
1,827
Community Research
3rd
Media Center
Program enhancement
New
- Office
3rd
Media Center
H-MC-4
150
0
150 Program enhancement
New
- Workroom
3rd
Media Center
H-MC-5
272
0
272 Program enhancement
New
- Storage
3rd
Media Center
H-MC-8
235
0
235 Program enhancement
New
- Research/Information
3rd
Media Center
H-MC-1
2,881
0
2,881 Program enhancement
New
9th Grade - Decent. Admin
3rd
Admin
0
0
0
New
- Reception
3rd
Admin
H-AD-13
315
100
215
New
- Assistant Principal
3rd
Admin
H-AD-14
120
120
0
New
- Office
3rd
Admin
H-AD-14
103
100
3
New
- Office
3rd
Admin
H-AD-14
102
100
2
New
- Conference
3rd
Admin
H-AD-11
203
200
3
New
- Workroom
3rd
Admin
H-AD-8
205
200
5
New
- Storage
3rd
Admin
H-AD-17
102
100
2
New
- Restroom
3rd
Admin
H-AD-14
72
0
72
New
Book Storage
3rd
Admin
H-AD-16
288
270
18 500 SF split into 2 Rooms
New
Project lab
3rd
classroom
H-AC-1
786
800
-14
New
9th Grade - Classroom
3rd
classroom
H-AC-1
812
800
12
New
9th Grade - Classroom
3rd
classroom
H-AC-1
812
800
12
New
9th Grade - Classroom
3rd
classroom
H-AC-1
812
800
12
New
9th Grade - Dry Lab
3rd
science
H-AC-1 sim.
805
800
5
New
9th Grade - Prep room
3rd
science prep
H-AC-6
201
200
1
New
9th Grade - Wet Lab
3rd
science
H-AC-5
1,090
1,000
90
New
9th Grade - Dry Lab
3rd
science
H-AC-1 sim.
855
800
55
New
9th Grade - Classroom
3rd
classroom
H-AC-1
813
800
13
New
9th Grade - Classroom
3rd
classroom
H-AC-1
813
800
13
New
9th Grade - Large Classroom
3rd
Large Classroom
H-AC-1
948
900
48
New
9th Grade - Large Classroom
3rd
lab
H-AC-2
940
900
40
New
Digital Video Lab
3rd
CTE classroom
2,688
3,200
-512
New
H-MC-8
New New New
484 0 Open to Research
New
New
7
New
3RD FLOOR
114 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Space
Level Room #
Room type
Ed Spec Type
Design SF Ed Spec Difference SF
Comments
Type of Const.
Space
Level Room #
Room type
Ed Spec Type
Design SF Ed Spec Difference SF
Comments
Type of Const.
9th Grade - Mens Restroom
3rd
Restrooms
H-BS-1
226
375
-149
New
- Custodial Shop
3rd
Building Services
H-EC-2
334
300
34
New
9th Grade - Womens Restroom
3rd
Restrooms
H-BS-1
233
375
-142
New
- Custodial Office
3rd
Building Services
H-EC-3
105
100
5
New
10th Grade - Decent. Admin
3rd
Admin
New
- Custodial Storage
3rd
Building Services
H-EC-4
334
200
134
New
- Reception
3rd
Admin
H-AD-13
292
100
192
New
- Engineering Shop
3rd
Building Services
H-EC-5
342
300
42
New
- Assistant Principal
3rd
Admin
H-AD-14
120
120
0
New
- Engineer's Office
3rd
Building Services
H-EC-6
101
100
1
New
- Office
3rd
Admin
H-AD-14
113
100
13
New
- Engineer Storage
3rd
Building Services
H-EC-7
225
200
25
New
- Office
3rd
Admin
H-AD-14
170
100
70
New
- Mens Toilet/Lockers/Shower
3rd
Building Services
H-EC-8
154
150
4
New
- Conference
3rd
Admin
H-AD-11
312
200
112
New
- Womens Toilet/Lockers/Shower
3rd
Building Services
H-EC-8
154
150
4
- Workroom
3rd
Admin
H-AD-8
226
200
26 Program indicate 1 @ 600 SF
New
Main Mechanical Room
3rd
Building Services
H-BS-6
3,627
0
3,627 No specific SF Identified
New
- Storage
3rd
Admin
H-AD-17
173
100
73 63 SF + 110 SF
New
Womens Public Stadium Restroom
3rd
Community
H-BS-1
284
0
284 Program enhancement
New
- Restroom
3rd
Admin
H-AD-14
63
0
63
New
Mens Public Stadium Restroom
3rd
Community
H-BS-1
303
0
303 Program enhancement
New
10th Grade - Classroom
3rd
classroom
H-AC-1
810
800
10
New
Stadium Concessions
3rd
Community
H-PE-13
336
0
336 Program enhancement
New
10th Grade - Classroom
3rd
classroom
H-AC-1
810
800
10
New
4TH FLOOR
10th Grade - Classroom
3rd
classroom
H-AC-1
810
800
10
New
Arts and Technology Classroom
4th
classroom
H-AC-1
785
800
-15
New
10th Grade - Classroom
3rd
classroom
H-AC-1
810
800
10
New
Arts and Technology Classroom
4th
classroom
H-AC-1
812
800
12
New
10th Grade - Classroom
3rd
classroom
H-AC-1
810
800
10
New
Arts and Technology Classroom
4th
classroom
H-AC-1
812
800
12
New
10th Grade - Dry Lab
3rd
science
H-AC-1 sim.
858
800
58
New
Arts and Technology Classroom
4th
classroom
H-AC-1
812
800
12
New
10th Grade - Prep room
3rd
science prep
H-AC-6
201
200
1
New
Arts and Technology Wet lab
4th
lab
H-AC-5 sim.
812
800
12
New
10th Grade - Wet Lab
3rd
science
H-AC-5
1,076
1,100
-24
New
Arts and Technology Classroom
4th
classroom
H-AC-1
1,069
800
269
New
10th Grade - Dry Lab
3rd
science
H-AC-1 sim.
812
800
12
New
Arts and Technology Wet lab
4th
lab
H-AC-5 sim.
816
800
16
New
10th Grade - Classroom
3rd
classroom
H-AC-1
812
800
12
New
Arts and Technology Classroom
4th
classroom
H-AC-1
813
800
13
New
10th Grade - Classroom
3rd
classroom
H-AC-1
812
800
12
New
Arts and Technology Classroom
4th
classroom
H-AC-1
813
800
13
New
10th Grade - Classroom
3rd
classroom
H-AC-1
812
800
12
New
Arts and Technology Classroom
4th
classroom
H-AC-1
817
800
17
New
10th Grade - Large Classroom
3rd
Large Classroom
H-AC-1
1,006
900
106
New
Arts and Technology Art Room
4th
Art
H-VA-1 sim.
1,016
1,000
16
New
Project lab
3rd
lab
H-AC-2
966
1,000
-34
New
Arts & Tech. Academic Support
Tech lab
3rd
lab
H-AC-3
996
1,000
-4
New
- Reception
4th
Admin
H-AD-2 sim.
455
300
155
New
10th Grade - Large Classroom
3rd
Large Classroom
H-AC-1
1,006
900
106
New
- Office
4th
Admin
H-AD-5 sim.
191
150
41
New
10th Grade - Mens Restroom
3rd
Restrooms
H-BS-1
226
375
-149
New
- Office
4th
Admin
H-AD-5 sim.
164
150
14
New
10th Grade - Womens Restroom
3rd
Restrooms
H-BS-1
233
375
-142
New
- Office
4th
Admin
H-AD-5 sim.
164
100
64
New
Cafeteria/Common - Lower
3rd
cafeteria
H-SD-1
8,801
6,500
2,301
New
- Office
4th
Admin
H-AD-5 sim.
164
150
14
New
Kitchen
3rd
cafeteria
H-SD-5
1,805
0
New
- Office
4th
Admin
H-AD-5 sim.
164
150
14
New
- Serving
3rd
cafeteria
H-SD-5
1,698
2,300
-602
New
- Office
4th
Admin
H-AD-5 sim.
152
150
2
New
- Food Storage
3rd
cafeteria
H-SD-5B
328
300
28
New
- Conference
4th
Admin
H-AD-11
317
300
17
New
- Paper Storage
3rd
cafeteria
H-SD-5C
434
300
134
New
- Workroom
4th
Admin
H-AD-8
217
200
17
New
- Ware Washing
3rd
cafeteria
H-SD-5D
421
400
21
New
- Storage
4th
Admin
H-AD-17
36
0
36
New
- Freezer and Cooler
3rd
cafeteria
H-SD-5E
300
300
0
New
Arts and Technology Classroom
4th
classroom
H-AC-1
803
800
3
New
- Office
3rd
cafeteria
H-SD-9
150
100
50
New
Arts and Technology Processing
4th
classroom
H-AC-1
251
300
-49
New
- Staff Restroom/Lockers
3rd
cafeteria
H-SD-6
100
100
0
New
A&T - Mens Restroom
4th
Restrooms
H-BS-1
226
375
-149
New
- Staff Restroom/Lockers
3rd
cafeteria
H-SD-6
100
100
0
New
A&T- Womens Restroom
4th
Restrooms
233
375
-142
New
- Cleaning Storage
3rd
cafeteria
H-SD-7
162
100
62
New
Arts and Technology Life Skills
4th
classroom
508
400
108
New
- Custodial
3rd
cafeteria
H-BS-2
35
0
35
New
Arts and Technology Tech Lab
4th
lab
H-BS-1 H-AC-21 sim. H-AC-2 sim.
806
800
6
New
- Receiving/Dock
3rd
cafeteria
H-EC-1 sim.
230
0
230
New
Arts and Technology Lounge/Dining
4th
lab
1,127
1,200
-73
New
Chair Storage
3rd
cafeteria
H-SD-8
267
450
-183 More SF at 4th Floor
New
Stairs
4th
Stairs
458
450
8
New
Stairs
3rd
Stairs
453
450
New
Main Administration
4th
Admin
Workforce Development Hub
3rd
Admin
New
- Reception
4th
Admin
H-AD-2
413
400
13
New
- Workforce Classroom
3rd
Admin
830
800
30
New
- Administrative Office
4th
Admin
H-AD-5
121
120
1
New
- Workforce Center
3rd
Admin
802
800
2
New
- Business Manager
4th
Admin
H-AD-4 sim.
228
150
78
New
Administration Area
3rd
Admin
New
- Resource Development Office
4th
Admin
H-AD-4 sim.
182
175
7
New
- Staff Break Room
3rd
Admin
H-AD-18
899
600
299
New
- Attendance
4th
Admin
H-AD-13
251
250
1
New
- Storage
3rd
Admin
H-AD-17
123
450
-327
New
- Conference
4th
Admin
H-AD-11
154
150
4
New
- IT Coordinator Office
3rd
Admin
H-AD-6 sim.
120
120
0
New
- Workroom
4th
Admin
H-AD-8
381
300
81
New
- Telecom/Head End Room
3rd
Admin
H-AD-20
300
300
0
New
- Mail Room
4th
Admin
H-AD-10
207
200
7
New
Maitenance & Custodial
3rd
Building Services
H-EC
0
0
New
- Restroom
4th
Admin
H-AD-14
61
0
61
New
- Receiving
3rd
Building Services
H-EC-1
1,302
500
New
- Supply
4th
Admin
H-AD-17
70
0
70
New
No SF in Program unless in
1,805 Serving
3
0 802 Includes Circulation
115 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Admin
New
New
New
Space
Level Room #
Room type
Ed Spec Type
Design SF Ed Spec Difference SF
Comments
Type of Const.
Space
Level Room #
Room type
Ed Spec Type
Design SF Ed Spec Difference SF
H-AC-3
1,023
1,000
Comments
Type of Const.
- Registrar
4th
Admin
H-AD-4 sim.
229
250
-21
New
Tech lab
4th
lab
- Records
4th
Admin
H-AD-4
384
600
-216
New
Digital Photo Lab
4th
Art
- Principal
4th
Admin
H-AD-3
280
230
50
New
- Computer Area
4th
Art
1,271
900
371
Reconst.
Alternative Education
4th
Admin
660
600
60
New
- Production Area
4th
Art
1,015
600
415
Reconst.
Security Center/Office
4th
Admin
427
450
-23
New
- Equipment Storage
4th
Art
H-VA-4
224
150
74
Reconst.
Student Government Office
4th
Admin
256
200
56
New
SGI/Special Project
4th
Art
H-VA-5
240
0
240 Program enhancement
Renov.
Student Bookstore
4th
Admin
254
250
4
New
Art Office
4th
Art
H-PA-26
160
0
160 Program enhancement
Renov.
Out of School Time Hub
4th
Student Services
New
3d/2d Studio
4th
Art
H-VA-1,2
1,661
1,300
361
Reconst.
- Comm. Learning Center Office
4th
Student Services
- Out of School Coordinator
4th
Student Services
- Student Lounge
4th
- Teen Outreach Program Team
23
New Reconst.
647
500
147
New
Art Office
4th
Art
H-PA-26
257
0
257 Program enhancement
Renov.
120
120
0
New
Art Storage
4th
Art
H-VA-4
218
0
218 Program enhancement
Renov.
Student Services
377
300
77
New
Kiln/ Ceramic storage
4th
Art
H-VA-3
113
0
113 Program enhancement
4th
Student Services
579
500
79
New
3d/2d Studio
4th
Art
H-VA-1,2
1,601
1,300
301
Reconst.
- Restroom
4th
Student Services
55
0
55
New
Meeting Room/Drama
4th
Theatre
H-PA-15
1,209
2,000
-791 Can expand into Main Street
Reconst.
Community Internet Access
4th
Community
199
0
199 Program enhancement
New
Existing Stair
4th
stair
609
674
-65 Existing to Remain
Renov.
Community Housing
4th
Community
200
0
200 Program enhancement
New
Athletic Storage
4th
Athletics
H-PE-12
416
0
416 Program enhancement
Renov.
Community Bank
4th
Community
194
0
194 Program enhancement
New
Athletic Storage
4th
Athletics
H-PE-12
419
0
419 Program enhancement
Renov.
11th & 12th Grade Decent. Admin
4th
Admin
New
Athletic Storage
4th
Athletics
H-PE-12
419
0
419 Program enhancement
Renov.
- Reception
4th
Admin
H-AD-13
319
100
219
New
Athletic Storage
4th
Athletics
H-PE-12
384
0
384 Program enhancement
Renov.
- Assistant Principal
4th
Admin
H-AD-14
210
120
90
New
Athletic Storage
4th
Athletics
H-PE-12
527
0
527 Program enhancement
Renov.
- Office
4th
Admin
H-AD-14
107
100
7
New
Conference Room
4th
Athletics
H-AD-11
363
300
63
New
- Conference
4th
Admin
H-AD-11
232
200
32
New
Athletic Secretary/Reception
4th
Athletics
H-AD-11
243
125
118
New
- Workroom
4th
Admin
H-AD-8
206
200
6
New
Ath. Director Office
4th
Athletics
H-AD-11
216
0
216 Program enhancement
New
- Storage
4th
Admin
H-AD-17
102
100
2
New
Athletics
H-PE-10,11
445
450
-5
Renov.
4th
Admin
H-AD-14
60
0
60
New
4th
Athletics
H-PE-10 sim.
453
450
3
Renov.
Audio Production Lab
4th
CTE Classroom
1,643
1,600
43
New
Special Education Classroom
4th
classroom
H-AC-18
810
800
New
4th
Athletics
H-PE-10
180
150
30
10
Mens Workroom/Coaches Off. PE and Coach Staff Shower/ restroom Mens Dept Office
4th
- Restroom
Renov.
Special Education Support Suite
4th
Admin
Existing Stair
4th
stair
632
632
0 Existing to Remain
Renov.
- Reception
4th
Admin
H-AD-13
259
150
New
Gymnasium
4th
Athletics
13,089
13,750
-661
109
New
- Office
4th
Admin
H-AD-14
151
150
New
4th
Student Services
162
0
162
1
Security Office - Events
New
- Office
4th
Admin
H-AD-14
156
150
New
4th
restroom
H-BS-1
276
375
-99
6
Men's Toilets - Gym Public
New
- Conference
4th
Admin
H-AD-11
280
250
New
4th
restroom
H-BS-1
276
375
-99
30
Women's Toilets - Gym Public
- Testing
4th
Admin
232
200
New
4th
Athletics
H-PE-12
283
283
0 Program = Total of 1700 SF
32
PE Storage
Renov.
- Restroom
4th
Admin
H-AD-14
51
0
New
PE Storage
4th
Athletics
H-PE-12
283
283
0
51
Renov.
Special Education Classroom
4th
classroom
H-AC-18
810
800
New
4th
Athletics
H-PE-12
284
284
0
10
PE Storage
Renov.
11th Grade - Classroom
4th
classroom
H-AC-1
810
800
New
4th
Athletics
H-PE-12
285
285
0
10
PE Storage
Renov.
11th Grade - Classroom
4th
classroom
H-AC-1
810
800
New
4th
60
0
60 New in Exising
10
Elevator
Reconst.
11th/12th Grade - Dry Lab
4th
science
H-AC-1 sim.
866
800
66
New
Elevator Equipment
4th
Chemical storage
4th
science
H-AC-7
258
200
58
New
New Stair
4th
Prep room
4th
science
H-AC-6
201
200
1
New
11th/12th Grade - Wet Lab
4th
science
H-AC-5
921
1,000
-79
New
11th/12th Grade - Dry Lab
4th
science
H-AC-1 sim.
951
800
151
New
11th Grade - Large Classroom
4th
classroom
H-AC-1
1,089
900
189
New
11th Grade - Classroom
4th
classroom
H-AC-1
813
900
-87
New
11th Grade - Large Classroom
4th
classroom
H-AC-1
985
800
185
New
11th Grade - Classroom
4th
classroom
H-AC-1
822
800
22
New
11th Grade - Mens Restroom
4th
Restrooms
H-BS-1
226
375
-149
New
11th Grade - Womens Restroom
4th
Restrooms
H-BS-1
233
375
-142
New
Cafeteria/Common - Upper
4th
cafeteria
5,255
0
5,255
Fruit & Dairy Bar
4th
cafeteria
283
0
Chair Storage
4th
cafeteria
H-SD-8
937
Faculty Dining
4th
cafeteria
H-AD-18
1,100
Stairs
4th
Stairs
453
450
3
New
Project lab
4th
lab
799
800
-1
New
Partner Area
4th
705
700
5
New
-Break
4th
100
100
0
New
H-AD-5 sim.
H-AD-14
New
H-AC-2
New
283 Used for dining at upper
New
0
937 SF also @ 3rd Floor
New
0
1,100 Program enhancement
New
H-PE-2
stair
New
New
45
0
45
Renov.
254
0
254
Reconst. Renov.
Fitness Room
4th
athletics
H-PE-4
2,613
1,200
1,413 Remains in current position
- Storage
4th
athletics
H-PE-12
86
0
86 Program enhancement
New
Boys Team Locker Room
4th
athletics
H-PE-9
1,444
1,400
44 Includes Showers/Restrooms
Renov.
Girls Team Locker Room
4th
athletics
H-PE-9
1,488
1,400
88 Includes Showers/Restrooms
Renov.
Football Locker Room
4th
athletics
H-PE-9
1,241
0
1,241 Program enhancement
Renov.
Football Storage
4th
athletics
H-PE-12
492
0
492 Program enhancement
Renov.
Boys PE Locker Room
4th
athletics
H-PE-8
1,984
1,600
- Towel/Storage
4th
athletics
H-PE-12
82
0
Girls PE Locker Room
4th
athletics
H-PE-8
2,030
1,600
- Towel/Storage
4th
athletics
H-PE-12
82
0
Laundry
4th
athletics
H-PE-15
210
150
60
Renov.
Training Room
4th
athletics
H-PE-14
315
300
15
Renov.
384
Renov.
82 Program enhancement
Renov.
430
Renov.
82 Program enhancement
Renov.
Girls' Team storage
4th
athletics
H-PE-12
701
0
701 Program enhancement
Renov.
Girls Team Locker Room
4th
athletics
H-PE-9
1,241
0
1,241 Program enhancement
Renov.
Womens Workroom/Coaches Off. PE and Coach Staff Shower/ restroom Womens Dept Office
4th
Athletics
H-PE-10,11
445
450
-5
Renov.
4th
athletics
H-PE-10 sim.
453
450
3
Renov.
4th
athletics
H-PE-10
236
150
86
Renov.
116 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Space
Level Room #
Room type
Ed Spec Type
Design SF Ed Spec Difference SF
Comments
Type of Const.
Space
Level Room #
Room type
Ed Spec Type
Design SF Ed Spec Difference SF
Comments
Type of Const.
Competition Pool
4th
athletics
18,140
14,000
4,140 Program enhancement
Future
12th Grade - Large Classroom
5th
classroom
H-AC-1
811
900
-89
New
Pool Office
4th
athletics
167
0
167 Program enhancement
Future
12th Grade - Classroom
5th
classroom
H-AC-1
811
800
11
New
Pool Equipment
4th
athletics
937
0
937 Program enhancement
Future
12th Grade - Classroom
5th
classroom
H-AC-1
811
800
11
New
Pool Storage
4th
athletics
415
0
415 Program enhancement
Future
12th Grade - Classroom
5th
classroom
H-AC-1
811
800
11
New
Community Locker Rooms
4th
community
H-PE-8 sim.
584
600
-16 Program enhancement
Future
12th Grade - Classroom
5th
classroom
H-AC-1
811
800
11
New
Community Locker Rooms
4th
community
H-PE-8 sim.
584
600
-16 Program enhancement
Future
Partner - SGI
5th
classroom
H-AC-4
260
250
10
New
Greenhouse
4th
science
H-AC-8
500
500
New
Partner - SGI
5th
classroom
H-AC-4
422
400
22
New
Tech lab
5th
lab
H-AC-3
922
1,000
-78
New
New
Biotech Lab
5th
CTE Classroom
1,495
1,900
-405
New
0 Located at Community Garden
5TH FLOOR and 6TH BALCONY Health Clinic
5th
Student Services
- Waiting Area
5th
Student Services
H-AD-21
141
0
141
New
University Classroom
5th
community
H-AC-1
812
0
812 Program enhancement
New
- Medical Provider Office
5th
Student Services
H-AD-22
148
150
-2
New
University Classroom
5th
community
H-AC-1
812
0
812 Program enhancement
New
- Medical Provider Office
5th
Student Services
H-AD-22
159
150
9
New
University Classroom
5th
community
H-AC-1
837
0
837 Program enhancement
New
- Medical Provider Office
5th
Student Services
146
150
-4
New
University Classroom
5th
community
H-AC-1
885
0
885 Program enhancement
New
- Medical Assistant
5th
Student Services
95
100
-5
New
University Administration
5th
community
Program enhancement
New
- Reception
5th
Admin
H-AC-13
258
0
258 Program enhancement
New
- Security Office
5th
Admin
H-AC-14
94
0
94 Program enhancement
New
- Office
5th
Admin
H-AC-14
106
0
106 Program enhancement
New
- Conference
5th
Admin
H-AD-11
127
0
127 Program enhancement
New
- Workroom
5th
Admin
H-AD-8
221
0
221 Program enhancement
New
- Restroom
5th
Admin
H-AD-14
79
0
79 Program enhancement
New
Stairs
5th
stairs
453
450
3
New
Gym balcony
5th
athletics
1,652
0
1,652
New
Lobby Services
5th
community
- Concession
5th
community
H-PE-13
243
400
-157
New
- Coffee/café
5th
community
H-PE-13 sim.
367
0
367 Program enhancement
New
- Farmer's Market Store
5th
community
H-PE-13 sim.
252
0
252 Program enhancement
New
Community Pool
5th
community
8,995
0
8,995 Program enhancement
Future
Pool Balcony
5th
athletics
3,840
0
3,840 Program enhancement
Women's Toilets
5th
restroom
232
250
Men's Toilets
5th
restroom
232
Community Wellness
5th
community
849
Daycare Center
5th
community
Social Worker
5th
community
Social Worker
5th
community
Family Support Center
5th
CTE Culinary Arts Classroom
- Break Alcove
5th
Student Services
- Dental
5th
Student Services
- Dental Supply
5th
Student Services
H-AD-22 H-AD-22 sim. H-AD-18 sim. H-AD-22 sim. H-AD-25
- Supplies
5th
Student Services
- Restroom
5th
- Exam
162
50
112
New
100
100
0
New
38
50
-12
New
H-AD-25
58
150
-92
New
Student Services
H-AD-26
67
64
3
New
5th
Student Services
H-AD-23
100
100
0
New
- Exam
5th
Student Services
H-AD-23
100
100
0
New
- Exam
5th
Student Services
H-AD-23
107
100
7
New
- Exam
5th
Student Services
H-AD-23
107
100
7
New
- Lab
5th
Student Services
H-AD-8 sim.
180
100
80
New
Health Suite (School Based Clinic)
5th
Student Services
- Reception
5th
Student Services
H-AD-21
402
150
252
New
- Waiting Area
5th
Student Services
H-AD-21
90
0
90
New
- Office
5th
Student Services
H-AD-22
148
125
23
New
- Restroom
5th
Student Services
H-AD-26
92
64
28
New
- Treatment
5th
Student Services
H-AD-23
110
150
-40
New
- Girls Cots
5th
Student Services
H-AD-24
214
100
114
New
- Boys Cots
5th
Student Services
H-AD-24
108
100
8
New
- Storage
5th
Student Services
H-AD-25
84
50
34
New
Physical and Mental Health Hub
5th
Student Services
- Dean Office
5th
Student Services
H-AD-4 sim.
120
120
0
New
- Administration Officer
5th
Student Services
120
120
0
New
- Behavior Support Team
5th
Student Services
300
300
0
New
Guidance
5th
Student Services
H-AD-4 sim. H-AD-27 sim. H-GSS
New
New
New
- Reception
5th
Student Services
H-GSS-1
449
0
449 Program enhancement
New
- Guidance Office
5th
Student Services
H-GSS-3
135
120
15 Program enhancement
New
- Guidance Office
5th
Student Services
H-GSS-3
121
120
1 Program enhancement
New
- Guidance Office
5th
Student Services
H-GSS-3
121
120
1 Program enhancement
New
- Guidance Office
5th
Student Services
H-GSS-3
120
120
0 Program enhancement
New
- Guidance Office
5th
Student Services
H-GSS-3
120
120
0 Program enhancement
New
- Conference
5th
Student Services
H-GSS-4
191
200
-9 Program enhancement
New
- Records
5th
Student Services
H-GSS-5
202
200
2 Program enhancement
New
- Restroom
5th
Student Services
H-AD-14
61
0
61 Program enhancement
New
- Supply
5th
Student Services
H-AD-17
70
0
70 Program enhancement
New
Staff Development
5th
Student Services
1,003
1,000
3 Program enhancement
New
College Center Success Hub
5th
Student Services
H-GSS-2
649
850
-201
New
IB Coordinator Office
5th
Admin
H-GGG-3
238
175
63
New
12th Grade - Mens Restroom
5th
Restrooms
H-BS-1
256
375
-119
New
12th Grade - Womens Restroom
5th
Restrooms
H-BS-1
292
375
-83
New
12th Grade - Large Classroom
5th
classroom
H-AC-1
921
900
21
New
New
Future
-18
Renov.
250
-18
Renov.
0
849
Renov.
2,200
2,200
0
Renov.
H-GGG-3
152
150
2
Renov.
H-GGG-3
150
150
0
Renov.
community
282
900
-618
Renov.
5th
CTE Classroom
1,538
1,700
-162
Renov.
Men's Toilets
5th
restroom
H-BS-1
232
250
-18
Renov.
Women's Toilets
5th
restroom
H-BS-1
232
250
-18
Renov.
Theater Lobby
5th
lobby
H-PA
4,499
700
3,799
Reconst. Reconst.
- Gallery Store
5th
Theater
235
0
Meeting House/Auditorium
5th
Theater
H-PA-1
5,975
7,000
- Chair Storage
5th
Theater
H-PA-5
368
200
168 Program enhancement
Reconst.
- Sound Closet
5th
Theater
46
0
46 Program enhancement
Reconst.
- Spiral Stair (Catwalk Access)
5th
Theater
46
0
46 Program enhancement
Reconst.
- Custodial
5th
Theater
H-BS-2
99
0
99 Program enhancement
Reconst.
- Meeting House/Auditorium Balcony
6th
Theater
H-PA-1
3,350
0
3,350 Program enhancement
Reconst.
- Sound/Lighting Control
6th
Theater
H-PA-4
193
125
68 Program enhancement
Reconst.
- Storage
6th
Theater
H-PA-5
368
0
368
Reconst.
- Mechanical
6th
Theater
H-BS-6
514
0
514
Reconst.
- Mechanical
6th
Theater
H-BS-6
514
0
514
Reconst.
Girls Dressing Room
5th
Theater
H-PA-9
292
300
-8
Renov.
- Toilet
5th
Theater
H-AD-14
63
0
63
Renov.
Stage
5th
Theater
H-PA-2
1,878
1,500
378
Renov.
-Orchestra Pit
5th
Theater
291
0
291 Program enhancement
Reconst.
Boys Dressing Room
5th
Theater
314
300
14
Renov.
117 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
H-PA-9
235 Program enhancement -1,025
Reconst.
Space
Level Room #
Room type
- Toilet
5th
Theater
Stairs
5th
stairs
Health Classroom
5th
classroom
Health Lab
5th
lab
Health Classroom
5th
classroom
Stairs
5th
stair
Auxilliary Gymnasium
5th
athletics
- PE Storage
6th
- PE Storage
Ed Spec Type
Design SF Ed Spec Difference SF
Type of Const.
63
0
63
Renov.
247
300
-53 Within exist Gym Volume
Renov.
H-PE-6
849
800
49 Within exist Gym Volume
Renov.
H-PE-7
818
800
18 Within exist Gym Volume
Renov.
H-PE-6
808
800
8 Within exist Gym Volume
Renov.
229
300
-71 Within exist Gym Volume
Renov.
H-PE-3
6,891
6,500
391 Within exist Gym Volume
Renov.
athletics
H-PE-12
246
250
-4 Add'l PE storage at 4th Floor
6th
athletics
H-PE-12
244
250
-6
- Multi-Purpose Dance
6th
athletics
H-PE-5
3,570
3,200
- Multi-Purpose PE Storage
6th
athletics
H-PE-12
91
- Jogging Track
6th
athletics
H-PE-5 sim.
3,668
- Mechanical
6th
athletics
H-BS-6
827
0
827
Renov.
Medical Clinic w/Pharmacy
5th
community
183
200
-17 Program enhancement
Renov.
Security Office - Events
5th
community
138
100
38 Program enhancement
Renov.
Uniform Storage
5th
Music
H-PA-11
656
600
56
Renov.
Uniform Storage
5th
Music
H-PA-11
583
600
-17
Renov.
Prop/Costume Storage
5th
Theater
H-PA-7
201
200
1
Renov.
Scene Shop/Storage
5th
Theater
H-PA-6
951
950
1
Renov.
Chair/Piano storage
5th
Theater
H-PA-5
202
200
2
Renov.
Storage
5th
Theater
H-PA-5
193
200
-7
Renov.
Prop/Costume Storage
5th
Theater
H-PA-7
202
200
2
Renov.
Existing Stair
5th
stair
682
750
-68
Renov.
Music Lib/Office - Choir
5th
Music
H-PA-26
136
100
36 200 SF divided into 2 offices
Renov.
Choral Storage
5th
Music
H-PA-12 sim.
202
200
2
Renov.
Choral /keyboarding
5th
H-PA-21
1,500
1,500
0
Reconst.
Practice room - Choir
5th
Music
H-PA-14
134
150
-16
New
Practice room - Choir
5th
Music
H-PA-14
136
150
-14
New
Instrument storage
5th
Music
H-PA-12
300
300
0
Renov.
Instrument storage
5th
Music
H-PA-12
300
300
0
Renov.
Large Practice room
5th
Music
H-PA-14
300
300
0
New
Instrumental Classroom
5th
music classroom
H-PA-16
2,712
2,800
-88
Reconst.
Practice room - Instrumental
5th
Music
H-PA-14
132
150
-18
New
Practice room - Instrumental
5th
Music
H-PA-14
127
150
-23
New
Editing Room/Recording Studio
5th
Music
112
100
12
Renov.
Drill Team Storage
5th
Music
Music Lib/Office - Instrumental
5th
Music
H-PA-26
Ticket booth
5th
Theater
H-PA-3
music classroom
H-AD-14
Comments
Renov.
370 Within exist Gym Volume
Renov.
0
91 Program enhancement
Renov.
0
3,668 Program enhancement
Renov.
117
100
17
Renov.
137
100
37 200 SF divided into 2 offices
Renov.
82
75
371,295 229,219 290,939 Difference
Renov.
80,356
61,720
7
142,076
DC Ed Spec including corridors, bathrooms, storage, stairwells, elevators and construction factor
118 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Travel Distance / Walking Study
Floor Changes
Travel Time (min.)
Distance (feet)
Floor Changes
Travel Time (min.)
Distance (feet)
Floor Changes
Travel Time (min.)
Distance (feet)
Floor Changes
Travel Time (min.)
Distance (feet)
Floor Changes
Travel Time (min.)
4TH FLOOR
Distance (feet)
4TH FLOOR
Travel Time (min.)
4TH FLOOR
PE LOCKER ROOMS SWIMMING POOL
Floor Changes
4TH FLOOR
MAIN GYM
Distance (feet)
5TH FLOOR
ART ACADEMY
Travel Time (min.)
4TH FLOOR
MEETING HOUSE
Floor Changes
3RD FLOOR
MAIN ADMIN
Distance (feet)
1st 2nd 3rd 4th 3rd 4th 5th
2ND FLOOR
CAFETERIA
Travel Time (min.)
STAY Academy 9th Grade Academy 9th Grade Academy Arts & Tech Academy 10th Grade Academy 11th Grade Academy 12th Grade Academy
RESEACH
Floor Changes
FLOOR
Distance (feet)
ACADEMY
n/a 132' 236' 329' 552' 572' 632'
n/a 0 1 2 0 1 2
n/a 0:30 0:54 1:15 2:05 2:10 2:23
n/a 577' 515' n/a 165' 438' 457'
n/a 1 0 n/a 0 1 1
n/a 2:11 1:57 n/a 0:38 1:39 1:43
472 338' 278' 236' 437' 397' 457'
3 2 1 0 1 0 1
1:27 1:16 1:03 0:54 1:39 1:30 1:43
n/a 1024' 964' 954' 784' 432' 492'
n/a 3 2 0 2 0 1
n/a 3:52 3:39 3:26 2:18 1:38 1:51
n/a 905 845' n/a 789' 375' 435'
n/a 2 1 n/a 1 0 1
n/a 3:25 3:25 n/a 1:19 1:25 1:38
n/a 1001' 941' 928' 572' 354' 414
n/a 2 1 0 1 0 1
n/a 3:47 3:33 1:30 2:10 1:20 1:34
n/a 1055' 995' 1045' 939' 525' 585'
n/a 2 1 0 1 0 1
n/a 3:59 3:46 3:59 3:33 2:59 2:12
n/a 1165' 1105' 1092' 736' 518' 578'
n/a 2 1 0 1 0 1
n/a 4:24 4:11 4:08 2:47 1:57 2:11
NOTES: 1. Times and Distances are based on 3 miles per hour, which is a easy walk pace, that one is able to keep up a full converation. 2. All distances start at the center/forum of each academy (for consistency) and follow the center of the passage ways/stairs. 3. All distances end at the doorway into the destination. 4. All times are well below the 5 minute passing periods.
119 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Building Systems
A R C H I T E C T U R A L
Structure
Roofing
Interior Walls
The building structure will be a combination of
Low slope roofing membrane is also a component which will
Interior walls in high traffic and service areas will be made of
concrete and steel column bay with intersecting
contribute to improved energy performance. A white PVC
concrete masonry construction. Interior walls between classrooms
rolled steel beam sections and open-web steel joist.
thermoplastic membrane with an SRI (Solar Reflectance Index) of at
and associated with the offices and the student conversation areas
Floor construction will be a 4” concrete slab-on-
least 78 will be utilized. The membrane will be installed over a
will be gypsum board and metal stud construction. Instructional
grade for the first floor and 4” concrete slab over
minimum 6” of polyisocyanurate insulation. This system will help
spaces will be designed to accommodate a STC rating of at least 50.
preformed metal decking for elevated floors. Long-
reduce the heat gain contribution from the roof and reduce the heat
span open web joist will be used for the roof
island effect of the facility.
Decorative Railings
structure. Steel has a very high recycled content and
Glass or decorative aluminum railings will be utilized throughout the
contributes to the sustainability goal for the project.
main street. The glass railings have been utilized for the project renderings in an effort to more easily visualize these spaces and the
The foundations will be a combination of retaining
multiple levels created in the design.
walls, isolated column pads, and perimeter trench footing in cast-in-place concrete. Consideration shall
Doors/Interior Lites
be given to “insulated concrete forms” for retaining
Extra heavy duty solid core wood doors will be utilized throughout
walls.
the interior of the building. The doors will be set in welded 16 ga. hollow metal frames. Institutional grade hardware will be incorporated
Exterior Walls
throughout. Heavy stile aluminum entrance doors will be installed at
The exterior walls will be a masonry cavity wall
all of the major exterior entrances.
system with a 4” face brick, 1” air space, 4” of insulation and 8” concrete masonry unit back-up.
Window Systems
The wall insulation will incorporate a spray
Glass Systems
at the Main Street (east elevation) with high
as a vapor/air barrier. The insulation value and the
performance aluminum curtain wall system at other
mass of this exterior wall will benefit the overall
large surface areas of glazing. A compatible
energy performance of the building in order to
aluminum storefront will be used at the shorter
achieve a “net zero” school.
sections of glazing, such as at the meeting house entry, wellness entry, and secondary entrances.
The design also utilizes insulated metal panels with a “kolorshift” finish that will change the color of the
High performance architectural grade aluminum
metal surface on the building pending on the viewing
windows will be installed at the individual openings/
angle or the direction of the sunlight. The metal
punched openings located in the masonry and
panels become the interface between the masonry
metal exterior wall systems. All windows will
and the larger expanses of glazing wall systems as
incorporate 1” insulated low-E glazing.
well as the free flowing, organic curved facades.
120 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Ro3
October 2009
A high performance glass wall system will be utilized
polyurethane foam system for thermal insulation and
CI/SfB (41)
Pilkington Planar™ The world’s leading structural glass system.
Elevators
Floor Finishes
The elevators will be hole-less, 3,500-pound hydraulic units with a cab
Linoleum: Is an all natural product made from earth friendly products
size to accommodate wheelchair access and emergency equipment.
in lieu of vinyl flooring surfaces. Linoleum is easily recycled and is
Cab finishes will be from the manufacturer’s standard line.
fully biodegradable and is constructed completely from green
sufferers as they do not promote dust or harbor dust mites, inexpensive alternative to hardwood flooring, usually costing 25% to 50% less than hardwood, is long-lasting (up to 25-year warranties) and are environmentally friendly. They use a quickly renewable crop.
materials, making it an environmentally friendly or “green” flooring
Quartz Carpet: is a unique, seamless stone flooring system. The
substance.
glacial stone used in Quartz Carpet is exceedingly durable and hard,
Cork: Is an all natural product made from earth friendly products in lieu of vinyl flooring surfaces. Cork has warm feeling while having insulating qualities, the resiliency of carpet, the easy-to-clean surface of wood or tile and aesthetic appeal from its earthy colors and rich visual texture. Made from tree bark, it’s also a natural and renewable resource, making it an environmentally friendly or “green” flooring substance.
measuring 8 on the MOH scale where a diamond measures 10. The roundness of the quartz stones, created through being tumbled down glacial rivers over millions of years, gives this product a “soft” sensation underfoot. Its benefits include a resilient and slip resistant floor covering, almost infinite color range, seamless surface, and durability. Epoxy Terrazzo: is an outstanding durability and low maintenance. It
Rubber Cork Flooring: is made from a unique blend of recycled cork and rubber. It combines the benefits of these two components creating a colorful, water resistant, hardwearing floor. Benefits of rubber cork includes durability, resilience, comfort, sound reducing qualities, slip-resistance, and environmentally friendly. Bamboo: is rapidly becoming one of the most popular types of flooring with the following benefits: are easy to clean, ideal for allergy
121 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
is essentially a seamless floor, that is non-porous surface will not promote microbial growth, mold or mildew. Recycled glass will be used in the matrix of the terrazzo.
Additional Materials Refer to the Architectural Outline Specifications for a comprehensive list of material and detail information.
M E C H A N I C A L
HVAC Systems Systems Sizing Design Parameters Winter
An energy recovery wheel shall be provided within the unit to
supply liquid refrigerant or hot gas to the local VRF units for the
precondition outside air, reduce energy consumption, and control
requested mode of operation. The quantity of heat recovery units will
moisture. The wheel shall include bypass dampers and a variable
vary among the different VRF system manufacturers.
outdoor temperature
9.6 degrees F. db
indoor temperature
70 degrees F. db
outdoor temperature
90.4 degrees F. db
74.3 degrees F. wb
Academies (Academic Areas)
indoor temperature
75 degrees F. db
50 percent RH
Comfort heating and cooling of the academic areas are to be
Night Setback
heating
55 degrees F. db
cooling
85 degrees F. db or below 65% RH
Summer
frequency controller.
DOAS units mounted on the roof, or located in mechanical rooms will
controlled through a variable refrigerant flow heat recovery system. Multiple variable refrigerant flow systems and DOAS units will be necessary to cover the areas being served. The general layout will
Variable Refrigerant Flow Systems
be a variable refrigerant flow ceiling cassette mounted within each
Independent variable refrigerant flow systems, which are
classroom. As part of the variable refrigerant flow (VRF) system,
commonly referred to by the acronym of VRF systems, shall
multiple heat recovery units shall be piped in-line between the VRF
be located throughout the building to provide heating and
unit and the various condensers located in the mechanical rooms.
cooling with variable refrigerant flow units. The condensing
These heat recovery units shall be utilized to control refrigerant flow
units are to be water-cooled. Multiple variable refrigerant
to supply liquid refrigerant or hot gas to the local VRF units for the
energy recovery control devices shall be located within the
requested mode of operation. The quantity of heat recovery units will
mechanical rooms to take advantage of energy transfer. The
vary among the different VRF system manufacturers.
water loop serving the VRF units will utilize a ground loop
be used to condition the outside air being brought into the building for code compliance. Relief air from the administration areas shall be controlled with the DOAS units. Exhaust fans and ductwork systems shall be installed to address the areas that need to be exhausted.
Main Gymnasium An air handling unit including water-to-refrigerant heat pumps is to be provided for the Gymnasium. Each air handling unit shall include a supply fan, filter sections, water-to-refrigerant heat pumps, and a combination heating/cooling as part of the system. Fabric ductwork is to be used to distribute air. Relief air is to be handled through rooftop ventilators.
Locker Rooms / Offices
DOAS units mounted on the roof, or located in mechanical rooms will
Comfort heating and cooling of the locker room areas are to be
absorb heat from and reject heat to.
be used to condition the outside air being brought into the building
controlled through a variable refrigerant flow heat recovery system.
for code compliance. Relief air from the academic areas shall be
Dedicated Outdoor Air Systems (DOAS)
Multiple variable refrigerant flow systems and DOAS units will be
controlled with the DOAS units. Exhaust fans and ductwork systems
necessary to cover the areas being served. The general layout will
Dedicated outdoor air dehumidification air-handling units
shall be installed to address the areas that need to be exhausted.
be variable refrigerant flow ceiling cassettes mounted within each
system consisting of vertical bore hole heat exchangers to
shall bring in fresh air for ventilation purposes as required to meet the current building code and LEED. These units shall
Service Center (Administration Areas)
locker room or office. As part of the variable refrigerant flow (VRF) system, multiple heat recovery units shall be piped in-line between
be located on the roof, or in mechanical rooms. These units
Comfort heating and cooling of the administration areas are to be
the VRF unit and the various condensers located in the mechanical
shall have integral energy recovery and mechanical
controlled through a variable refrigerant flow heat recovery system.
rooms. These heat recovery units shall be utilized to control
dehumidification components to efficiently bring conditioned
Multiple variable refrigerant flow systems and DOAS units will be
refrigerant flow to supply liquid refrigerant or hot gas to the local VRF
fresh air into the building.
necessary to cover the areas being served. The general layout will
units for the requested mode of operation. The quantity of heat
be a variable refrigerant flow ceiling cassette mounted within each Each unit shall include a supply fan, an exhaust fan, filter
recovery units will vary among the different VRF system
office. As part of the variable refrigerant flow (VRF) system, multiple
sections, a gas-fired heating section, and a DX cooling coil as
manufacturers.
heat recovery units shall be piped in-line between the VRF unit and
part of the system.
the various condensers located in the mechanical rooms. These heat recovery units shall be utilized to control refrigerant flow to
122 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
DOAS units mounted on the roof, or located in mechanical rooms will be used to condition the outside air being brought into the building for code compliance. Relief air from the locker room areas shall be controlled with the DOAS units. Exhaust fans and ductwork systems shall be installed to address the areas that need to be exhausted.
Kitchen Area An air handling unit including water-to-refrigerant heat pumps is to be provided for the Kitchen area. The air handling unit shall include a supply fan, filter sections, water-to-water heat pumps, and a combination heating/cooling as part of the system. Relief air is to be handled through rooftop ventilators. A kitchen hood make-up air handling unit and exhaust fan shall be provided.
Cafeteria
Meeting House (Auditorium) Comfort heating and cooling of the meeting house area is to be
Technology Main Distribution Frame (MDF) Room
controlled through a variable refrigerant flow heat recovery system.
The technology main distribution frame (MDF) room shall be
The general layout will be variable refrigerant flow ceiling cassettes
conditioned independent of all building systems in order to maintain
mounted within the meeting house. As part of the variable refrigerant
a stable environment for the electronic equipment 24-hours a day. A
flow (VRF) system, multiple heat recovery units shall be piped in-line
self-contained package air-conditioning unit will be located above the
between the VRF unit and the various condensers located in the
ceiling and will provide cooling, as required. An independent, wall-
mechanical rooms. These heat recovery units shall be utilized to
mounted microprocessor-based thermostat will be provided by the
control refrigerant flow to supply liquid refrigerant or hot gas to the
manufacturer and installed by the Temperature Control Contractor. A
local VRF units for the requested mode of operation. The quantity of
separate sensor shall be provided to monitor room temperature
heat recovery units will vary among the different VRF system
through the building automation system.
manufacturers.
Supplemental Heat
DOAS units mounted on the roof, or located in mechanical rooms will be used to condition the outside air being brought into the building for code compliance. Relief air from the meeting house areas shall be controlled with the DOAS units. Exhaust fans and ductwork
Comfort heating and cooling of the student cafeteria area is to be
systems shall be installed to address the areas that need to be
controlled through a variable refrigerant flow heat recovery system.
exhausted.
The general layout will be variable refrigerant flow ceiling cassettes mounted within the cafeteria. As part of the variable refrigerant flow (VRF) system, multiple heat recovery units shall be piped in-line between the VRF unit and the various condensers located in the mechanical rooms. These heat recovery units shall be utilized to control refrigerant flow to supply liquid refrigerant or hot gas to the local VRF units for the requested mode of operation. The quantity of heat recovery units will vary among the different VRF system manufacturers.
Competition/Community Pools Two air handling units including water-to-refrigerant heat pumps are to be provided for the swimming pool area. Each air handling unit shall include a supply fan, filter sections, water-to-refrigerant heat pumps, and a combination heating/cooling as part of the system. Fabric ductwork is to be used to distribute air. One air handling unit will serve the pool area, and the second unit will serve the spectator area. Relief air is to be handled through rooftop ventilators.
Cabinet unit heaters and propeller unit heaters will be provided for unoccupied spaces that require heating. Cabinet unit heaters will be provided in finished spaces. The heaters will utilize electric heat. Cabinet unit heaters and propeller unit heaters will be provided with electronic sensor control.
Building Temperature Control System The temperature control system proposed will be a web-based direct digital control (DDC) system which will allow remote monitoring and alarms. All HVAC equipment shall be controlled and scheduled for operation through a new graphical user interface. The variable refrigerant systems shall be completely self sufficient, but shall be included with a control interface to allow for monitoring and adjustment of set points and operating conditions through a single custom graphical user interface on the new DDC system. The DOAS
DOAS units mounted on the roof, or located in mechanical rooms will
units shall all be controlled in response to inside and outside
be used to condition the outside air being brought into the building
temperature and humidity conditions with an occupancy schedule.
for code compliance. Relief air from the cafeteria areas shall be
These units will be used for unoccupied dehumidification, warm-up,
controlled with the DOAS units. Exhaust fans and ductwork systems
and cool-down modes of operation. The DOAS units shall be
shall be installed to address the areas that need to be exhausted.
monitored with critical set point adjustments made through the single graphical user interface.
123 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
E L E C T R I C A L
Power
Lighting
Sound System
Power for the building will originate from a new
General lighting will be T8 or T5 fluorescent, or LED fixtures with
New sound systems will be provided for the gymnasium, auditorium,
electrical service. Power will be distributed in
energy efficient lamps and ballasts. All lighting will be equipped with
student cafeteria, and other assembly spaces. A central sound
480/277 volt and 208/120 volt, 3-phase and 1-phase.
occupancy sensors to turn lights off automatically, as required by
system will be included with ceiling mounted speakers in all
Power will be provided to all of the mechanical,
code. All occupied spaces will be provided with natural day lighting
classrooms, corridors, toilet rooms, offices, locker rooms, etc. Wall
plumbing, fire protection, athletic, and kitchen
via windows, skylights, or light tubes. All occupied space lighting will
mounted speakers will be provided in the gymnasium.
equipment; elevators, lighting, computers, projectors,
be provided with day lighting control with fully dimmable ballasts.
metal detectors, and general purpose receptacles. General purpose receptacles will be provided throughout the following spaces: corridors, janitor’s closets, restrooms, media center, electrical rooms and mechanical rooms An emergency generator will be included to provide power to emergency and egress lighting, as well as additional systems required to be operational during an emergency operation. A network of photovoltaic arrays will be located on
Classroom lighting will be high efficiency direct/indirect fixtures with multi-level switching, as required for A/V mode, as well as day lighting control with fully dimmable ballasts.
The Security Management System (SMS) shall be the key central component for managing physical security and the bridge between physical and logical security for this project. The system shall provide
Corridor lighting and accent lighting throughout the building will be
a variety of integral functions including the ability to regulate access
provided with proximity sensors and timing controls so that the
and egress; provide identification credentials; monitor, track and
lighting will track each individual or group of people as the move
interface alarms; and view, record and store digital surveillance video.
through the building.
The Contractor shall provide a SMS consisting of an Access Control
The gymnasium will be provided with HID high-bay or induction
System (ACS), Intrusion Detection System (IDS). The SMS shall also
lighting, as well as fluorescent emergency egress lighting.
provide seamless CCTV integration with existing video surveillance
the roof of the building to generate enough power
The competition pool will be provided with HID indirect lighting
on-site to off-set the estimated annual utility
located around the perimeter of the pool. Fluorescent emergency
consumption of the building. The system is
egress lighting will be provided.
expected to generate 2,500,000 KWH of power annually.
Security System
Theatrical lighting will be provided for the Meeting House (auditorium). Interior and exterior emergency egress lighting will be provided as required to meet all applicable codes. Exterior site lighting will be provided as required to properly illuminate the site as required for security and aesthetics.
124 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
systems.
P L U M B I N G
Plumbing and Fire Protection Systems
Domestic Hot Water System
Storm Water System
Fire Protection Water Systems
Domestic hot water will be generated by electric water heaters. The
Storm water will be collected by a network of roof drains and
domestic hot water system will be a two-temperature system. The
overflow drains or scuppers in flat roof areas (gutter downspouts in
heater will generate 140 degree Fahrenheit hot water and be routed
pitched roof areas) and extended to the exterior storm water system.
to the kitchen. A master thermostatic mixing valve will be used for
Overflow / scupper drains will be piped separately from the main roof
mixing with cold water to create 110 degree Fahrenheit temperature
drain system and piped to points at the building exterior where they
water for service to all domestic hot water fixture outlets. Each
will terminate above grade in view for monitoring in accordance with
system will be completely re-circulated by a bronze body circulating
local codes. Piping for this system will consist of hub and spigot,
pumps. Solar pre-heat will be used to maintain 100 degree
cast iron below floor and no hub piping with heavy duty couplings
temperature water to the make-up side of the water heater.
above floor.
Domestic Water Piping (Hot, Cold and Hot Water Return)
Natural Gas System
The interior domestic cold water system will begin at a point just inside the existing Mechanical room. The
All domestic water piping and fittings will be Type “L” copper (above
company. The utility company will provide a pressure regulator to
floor) and type “K” (below floor), with insulation installed along the
reduce from high pressure to 2PSI working pressure. The Contractor
complete length of the piping in above-floor installations.
will connect to the house side of the meter; and provide a 2PSI to
A full wet-type sprinkler system will be installed throughout the entire building. The existing water service will need to be evaluated to determine if adequate flow and pressure is available for fire protection. A fire pump will need to be added if water pressure and flow is not adequate to reach the highest part of the building.
Domestic Cold Water System
service will then route through the domestic water meter(s) and the main building reduced pressure principle backflow preventer, and then extended to building fixtures and equipment. Reduced pressure principle backflow preventers will be provided at all locations where domestic water is provided for mechanical equipment, and other items which may be potential cross contamination hazards. The piping material for interior domestic cold water will be a combination of ductile iron in sizes 4-inch and larger,
Sanitary Waste and Vent Systems
Natural gas service will be provided to the facility by the local utility
1PSI gas pressure regulator for extension to building fixtures and equipment. The Contractor will be responsible for all work
Sanitary sewer drainage and vent piping will be provided for the
associated with the natural gas system from the downstream side of
building plumbing fixtures and equipment. Piping for these systems
the meter to its final equipment connection. Piping material for the
will consist of hub and spigot, cast iron, or PVC below floor and no
natural gas system will be Schedule 40 threaded steel piping and
hub piping with heavy duty couplings above floor. Sanitary waste
fittings for pipe sizes 2-inch and smaller, and Schedule 40 welded
and vent piping above floor may be copper DWV.
steel piping and fittings for pipe sizes 2-1/2 inch and larger. All piping located within concealed spaces will be sleeved and vented in
and type “L” copper (above floor) and type “K”
accordance per NFPA 54.
cooper (below floor) for smaller sizes.
An emergency shut off system will be installed in the science rooms to shut off water and gas at all student stations, fume hood and teachers demonstration table.
125 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Plumbing Fixtures The plumbing fixtures (i.e. water closets and lavatories) will be vitreous china, wall-hung type. Flush valves for water closets and urinals will be battery type infrared. Waterless urinals may be considered to address building green initiative sustainable systems. China lavatories with metering faucets or modular wash fountains may be considered for the main restroom group hand washing stations. Sinks in instructional areas will be stainless steel, single compartment with 8-inch center-set faucets. All art room sinks will be provided with clay traps. Mop basins will be provided in all janitors closets. Exterior wall hydrants will be provided around the building perimeter and roof areas.
Kitchen Grease Trap A 1,500-gallon grease trap will be provided to neutralize to grease waste at the kitchen’s 3 compartment pot and pan sink, and any other kitchen fixture identified as a grease latent fixture. The trap will be located just outside the building near the kitchen, in an accessible location for cleaning and maintenance.
Acid Waste and Vent System The science rooms will be provided with acid resistant polypropylene piping and fittings below floor and above floor, outside the return air
The system will be designed to support for multiple
T E C H N O L O G Y
HD video streams, VoIP, and large data file transfer. The system will have Power of Ethernet capabilities. The school’s IP backbone will be optical fiber between floors, and to key network use points. The multiple fiber optic strands will be initially installed to operate at 10-Gbps network speeds. Ethernet wiring (Cat 6) to end user points on each floor will initially support 1-Gbps network speeds. The building wireless distribution system will support the draft 801.11n 2.0 (dual band) standard, using certified, modular, and well-supported devices. The building will be wired to support several dedicated video conferencing devices, and compatible software for most rooms. Selected classrooms will be equipped with sound reinforcement equipment to project the audio portion of teacher presentations consistently throughout the room. New score boards and all associated controls will be provided for the gymnasium and competition pool.
plenums. PVDF piping and fittings will be utilized in the building return air plenums, to meet the 25/50 smoke flame spread rating. A polypropylene basin, with limestone chips, will be installed outside the building to accept the caustic waste from the science rooms. The unit will be installed to be accessible for cleaning and maintenance capabilities.
126 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
1.1 Detailed Energy Model Results:
Energy Modeling
Energy Modeling
The design of Ballou Senior High School is being designed in utilizing an energy model to provide data that can be used to make intelligent decisions on systems and components, as well as building orientation, shape, and construction materials. Using the energy model allows the design team to make changes to the building inside the model and then immediately see what the impact of those changes have on the building energy consumption and operating cost. The following energy model reflects many of the energy efficiency upgrades that have been implemented into Ballou Senior High School in order for it to become the first “Net-Zero” school in the District of Columbia.
Energy Use per Month
Ballou High School ENERGY MODEL Program: eQuest Date: 12/05/2011
Energy Efficiency and Cost Saving Measures: -
Annual Energy Use by Enduse:
Water-Cooled Geothermal, Variable Refrigerant Heat Pump, HVAC System Variable Frequency Controllers on Pumps and Supply and Exhaust Fans Energy Recovery Wheels High Efficient Lighting Daylighting Technology Geothermal Heat Pump Hot Water Heaters Improved Window Glazing Improved Walls: Includes 4” Spray Foam Insulation Improved Roof: Includes 6” Polyisocyanurate Insulation High Efficient Cooking Equipment Energy Star Rated Laptop Computers
Energy Model Results:
Energy Model Results: Based on Washing D.C. EIA Average Electric Rates ($0.1313/kwh) Site Energy Utility Cost (Without Model Description
Proposed Energy Model
Solar Energy Offset) $312,848
KBTU/SF
KWH
18.9
2,382,696 127 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Peak Demand Use per Month
Annual Energy Consumption:
Annual Peak Demand Use by Enduse:
128 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Annual Utility Bills:
1.2 Estimated Target Finder Inputs and Results:
129 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
130 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
LEED Checklist LEED 2009 LEED for 2009 Schools forNew Schools Construction New Construction and Majorand Renovation Major Renovation
Ballou High School Ballou High School
Project Checklist Project Checklist 18 4
2
Y
?
N
Y Y 1 2 2 1 1 2 1 1 1 1 1 1 1 1 1 8
1 2 1
3
2 4 1 26 6 Y Y Y 19 7 2 1 1 2 5
Y
1
Y
N
?
Materials and Materials Resources, and Resources, Continued Continued
Possible Points: Possible 24Points: 24 Y
N
?
Y
N
?
Prereq 1 Credit Credit 3Reuse Construction Activity Construction Pollution Activity Prevention Pollution Prevention Materials Reuse 1 1 1 3 1 Materials 1 to 2 Prereq 1 Prereq 1 Credit 4 Credit 4 Recycled Content Recycled Content EnvironmentalEnvironmental Site Assessment Site Assessment 2 2 1 to 2 Y Credit 1 Credit Credit Materials 5 Site Credit Selection Site Selection Regional Regional Materials 1 21 25 1 to 2 11 Credit 6 1 Rapidly Credit 6 Development Density Development and Community Density and Connectivity Community Connectivity 4 4 1 Renewable Rapidly Materials Renewable Materials 1 2 Credit2 2 2 Credit 2 Credit 3 1 Brownfield Credit 3 Redevelopment Credit Credit 7Wood Certified Certified Wood Brownfield Redevelopment 1 11 17 1 Credit Credit 4.1 Transportation—Public Alternative Transportation—Public TransportationTransportation Access Access4 4 2 4.12 Alternative Credit Credit 4.2 Transportation—Bicycle Alternative Transportation—Bicycle Storage and Changing Storage Rooms and Changing1 Rooms 151 4 15 4 Environmental 1 4.2 Alternative Indoor Indoor Environmental Quality Quality Possible Points: Possible 19Points: Credit 4.3 Credit 4.3 1 1 Alternative Transportation—Low-Emitting Alternative Transportation—Low-Emitting and Fuel-Efficient and Fuel-Efficient Vehicles 2 Vehicles 2 Credit Credit 4.4 Transportation—Parking Prereq Prereq Indoor 1 Alternative Transportation—Parking Capacity Capacity Minimum Minimum Air Quality Indoor Performance Air Quality Performance 2 Y2 Y1 2 4.4 Alternative Credit 5.1 Site Development—Protect Prereq Prereq 2 Environmental Environmental Tobacco Smoke Tobacco (ETS) Control Smoke (ETS) Control 1 5.1 Site Credit Development—Protect or Restore Habitat or Restore Habitat 1 Y1 Y2 Credit 5.2 Site Development—Maximize Prereq Prereq Acoustical 3 1 5.2 Site Credit Development—Maximize Open Space Open Space 1 Y1 Y3 Minimum Minimum Performance Acoustical Performance Credit Credit 6.1 Design—Quantity Credit CreditAir 1 Delivery Outdoor Outdoor Monitoring Air Delivery Monitoring Stormwater Design—Quantity Control Control 1 11 11 1 1 6.1 Stormwater Credit Credit 6.2 Design—Quality Credit 2 1 Increased Credit 2Ventilation Increased Ventilation Stormwater Design—Quality Control Control 1 1 1 1 1 6.2 Stormwater Credit 7.1 Credit 7.1 Credit 3.1 Credit 3.1 Construction IAQ Construction Management IAQ Plan—During Management Construction Plan—During Construction Heat Island Effect—Non-roof Heat Island Effect—Non-roof 1 11 1 1 1 Credit 7.2 Effect—Roof Credit Credit 3.2 IAQ Island Heat Island Effect—Roof Construction Management IAQPlan—Before ManagementOccupancy Plan—Before Occupancy 1 1 11 1 3.2 Construction 1 7.2 HeatCredit Credit 8 Credit Credit 4 Low-Emitting Materials Low-Emitting Materials LightCredit Pollution Light Reduction Pollution Reduction 1 41 44 1 to 4 18 Credit 9 Plan Credit Credit 5 Indoor Chemical Indoor and Chemical Pollutant Source and Pollutant ControlSource Control Site Credit Master Site Master Plan 1 11 15 1 19 Credit Credit Credit 6.1 Controllability Use 10 of Facilities Joint Use of Facilities 1 11 1 6.1 Controllability of Systems—Lighting of Systems—Lighting 1 1 10 JointCredit Credit Credit 6.2 Controllability of Systems—Thermal of Systems—Thermal Comfort Comfort 1 1 1 6.2 Controllability Credit CreditComfort—Design 7.1 Thermal Comfort—Design 1 7.1 Thermal 1 8 3Efficiency Water Water Efficiency Possible Points: Possible 11Points: 111 Credit CreditComfort—Verification 7.2 Thermal Comfort—Verification 1 1 1 7.2 Thermal Prereq Prereq Credit Creditand 8.1 Views—Daylight Water Use1 Reduction—20% Water Use Reduction—20% Reduction Reduction Daylight and Views—Daylight 1 2 1 8.12 Daylight 1 to 3 Y1 Credit Credit 1 Credit 8.21 Daylight Creditand 8.2 Views—Views Daylight and Views—Views Water Efficient Water Landscaping Efficient Landscaping 2 to 4 2 to 14 1 41 Credit 2 2 Innovative Credit 2 Wastewater Credit Credit 9Acoustical InnovativeTechnologies Wastewater Technologies 2 12 19 Enhanced Enhanced Performance Acoustical Performance 1 Credit Credit Credit 10 Water Use3 Reduction Water Use Reduction 2 to 4 12 to 4 1 10 MoldCredit Prevention Mold Prevention 1 43 Credit 3 1 Process CreditWater 3 Process Use Reduction Water Use Reduction 1 1 6 6 Innovation Innovation and Designand Process Design Process Possible Points: Possible 6 Points: 1 Energy 26 6 and 1 Energy Atmosphere and Atmosphere Possible Points: Possible 33Points: 33 Credit Credit 1.1in Design: Innovation SSc2inExemplary Design: SSc2 Performance Exemplary Performance 1 1 1.1 Innovation 1 Prereq Prereq 1 Credit Credit 1.2in Design: Fundamental Commissioning Fundamental Commissioning of Building Energy of Building Systems Energy Systems Innovation SSc4.1 in Design: Exemplary SSc4.1 Performance Exemplary Performance 1 1 1.2 Innovation 1 Y1 Prereq 2 Prereq 2 Credit 1.3 Credit 1.3 Minimum Energy Minimum Performance Energy Performance Innovation in Design: Innovation SSc10 in Design: Exemplary SSc10 Performance Exemplary Performance 1 1 1 Y Prereq Prereq 3 Credit Credit 1.4in Design: Fundamental Refrigerant Fundamental Management Refrigerant Management Innovation Green in Design: Housekeeping? Green Housekeeping? 1 1 1.4 Innovation 1 Y3 Credit Credit 1Energy 2 Optimize Optimize Performance Energy Performance LEEDCredit Accredited LEED Professional Accredited Professional 1 to 19 11 to 19 Credit1 2 1 191 Credit Credit 2 Credit 3 as The On-Site Renewable On-Site Energy Renewable Energy The Credit School a Teaching School as Tool a Teaching Tool 1 to 7 11 to 7 13 1 72 Credit Credit 3Commissioning Enhanced Enhanced Commissioning 2 2 23 Credit Credit 4Refrigerant Enhanced Enhanced Management Refrigerant Management 14 1 41 4 Regional Priority Regional Credits Priority Credits Possible Points: Possible 4 Points: Credit 5 Credit 5 Measurement and Measurement Verification and Verification 1 1 1 2 2 Credit Credit 6 Credit Credit Priority: 1.1 Regional WEc2Priority: WEc2 Green Power Green Power 2 12 1 1.1 Regional 1 26 Credit Credit Priority: 1.2 Regional MRc1.1 Priority: MRc1.1 1 1 1 1.2 Regional Credit Credit Priority: 1.3 Regional Specific Priority: CreditSpecific Credit 1 1.3 Regional 1 1 Materials 7 5 1 and Materials Resources and Resources Possible Points: Possible 13Points: 113 Credit Credit Priority: 1.4 Regional Specific Priority: CreditSpecific Credit 1 1 1 1.4 Regional Prereq Prereq 1 Collection Storage and Storage and of Recyclables Collection of Recyclables Y1 1.1 Building Reuse—Maintain Existing Walls,Existing Floors, Walls, and Roof Floors, and Roof 1 to 2 1 Credit 1.11 Building 1 CreditReuse—Maintain 841 to 222 4 Total 84 22 4 Total Possible Points: Possible 110Points: Credit 1.21 Building CreditReuse—Maintain 1.2 Building Reuse—Maintain 50% of Interior50% Non-Structural of Interior Non-Structural Elements Elements 1 1 Certified 40 to 49 Certified points 40 Silver to 49 50points to 59 points Silver 50 Gold to 60 59 to points 79 points Gold 60 Platinum to 79 points 80 to 110 Platinum 80 to 110 Credit Credit 2 Waste Construction Management Waste Management 1 to 2 1 to 2 1 2 1 Construction Prereq Y1
Y 4
7
18 4 2 Sustainable Sustainable Sites Sites
1 1 1
NOTE: A Net Zero project will exceed LEED Platinum minimum score.
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1 to 2 1 to 2 1 to 2 1 1
19
1 1 1 1 1 to 4 1 1 1 1 1 1 to 3 1 1 1
6 1 1 1 1 1 1
4 1 1 1 1
110
CONTENTS Outline Specifications Division 00 – Contract and Bidding Requirements Outline Specifications Division 01 – General Requirements Outline Specifications Division 02 – 14 – Architectural Systems Division 21 – Fire Suppression Division 22 – Plumbing Systems Division 23 – Mechanical Systems Division 26 – Electrical Systems Division 27 - Communications Division 28 – Electronic Safety and Security Division 31 – 33 – Site Construction Systems
132 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
DIVISION 00 DIVISION 00 – CONTRACT AND BIDDING REQUIREMENTS DOCUMENT 003100 – AVAILABLE PROJECT INFORMATION
DIVISION 01 DIVISION 01 – GENERAL REQUIREMENTS SECTION 011000 - SUMMARY A.
Use of Premises
A.
Subsurface Investigation Information
B.
Owner’s Right to Maintain School Operations
B.
Existing Site Survey Information
C.
Specification formats and conventions
C.
Asbestos Report
D.
Permits, fees, and notes
D.
LEAD Based Paint
SECTION 012100 - ALLOWANCES A.
DOCUMENT 004325 - SUBSTITUTION REQUEST FORM
Contingency
SECTION 012300 - ALTERNATES A.
A.
Form shall be included in Project Manual to be used to compare proposed substitutions to what is already specified.
B.
All requests before the bid date shall be handled by Addenda.
C.
Contractor shall use copies of form in Manual.
To be Determined by DCPS
SECTION 012900 - PAYMENT PROCEDURES A.
Schedule of Values 1. Successful Contractors shall provide a price breakdown in a form acceptable to the Owner and A/E to aid in pay requests. 2. The Schedule of Values shall help the Owner and A/E to keep track of work completed, work yet to be done, and monies left to finish work. 3. Using AIA document G702/CMa and G703.
B.
Applications for Payment 1. Describes the parameters for regular payments. 2. Contractor shall use a Schedule of Values to help delineate past, present, and future costs as they relate to specifics of the project. 3. The Contractor shall coordinate the time framework for getting his/her application for payment into the Owner and A/E for review. Enough time shall be built into the system to get the application to the Owner in a timely manner and coincide with the Owner’s schedule of events. 4. All correspondence, including applications for payment, shall pass through the A/E and the Owner Representative.
SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION A.
Project Meetings, General 1. Regular project meetings shall be held on site. 2. The Contractor shall call these meeting, prepare an agenda, and distribute notes from the meeting to all interested parties, unless otherwise noted.
B.
Coordination drawings for structural penetrations, embedded items and site work.
C.
Requests for interpretation.
D.
Preinstallation Conferences: A/E will schedule and conduct. 1. A/E will record and report.
E.
Project Closeout Conferences: A/E will schedule and conduct. 1. A/E will record and report.
F.
Coordination Meetings: Conduct on regular basis. Party initiating meeting shall record and report.
SECTION 013200 – CONSTRUCTION PROGRESS DOCUMENTATION A.
Contractor’s Construction Schedule (CPM Schedule) 1. Prepare network diagrams using activity-on-node to CM for integration into Project CPM Schedule.
B.
Reports 1. Prepare a daily construction report. 2. At monthly intervals, prepare and submit a comprehensive list of materials delivered to and stored at Project site.
133 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
3.
Immediately on discovery of a difference between field conditions and Contract Documents, prepare and submit a detailed report.
B
Final Completion: Before requesting final inspection for determining date of Final Completion, submit final Application for Payment and certified copy of A/E’s Substantial Completion punch list indicating status.
C.
Final Cleaning: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and federal and local environmental and anti-pollution regulations. 1. Comply with manufacturer’s written instructions. 2. Leave project clean and ready for occupancy.
SECTION 013300 - SUBMITTAL PROCEDURES A.
Action Submittals 1. Shop Drawings: Submit in accordance with “Submittal Schedule” to Project Web Site in PDF electronic file format. 2. Samples for Initial Selection: Submit two full sets of available choices.
B.
Information Submittals: Submit in accordance with “Submittal Schedule” to Project Web Site in PDF electronic file format, unless otherwise noted. 1. Samples for Verification: Submit 3 sets of samples. 2. Material Safety Data Sheets: Submit information directly to Owner or CM. 3. Subcontractors and Major Material Suppliers List: Submit in PDF format.
SECTION 017823 – OPERATION AND MAINTENANCE DATA
SECTION 014000 - QUALITY REQUIREMENTS A.
Responsibility for Testing Agency: The Owner shall pay for the testing laboratory services.
SECTION 016000 - PRODUCT REQUIREMENTS A.
Product Delivery and Storage: Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer’s written instructions.
B.
Warranties: Refer to technical sections for specific manufacturer or contractor warranties. 1. Contractor shall agree to a one year warranty/correction of work period.
C.
Product Selection Procedures: Provide products that comply with the Contract Documents, that are undamaged and, unless otherwise indicated, that are new at time of installation.
A.
Manuals, Electronic Files: Submit manuals in the form of a multiple file composite electronic PDF file for each manual type required.
B.
Emergency Manuals
C.
Operation Manuals
D.
Product Maintenance Manuals
E.
Systems and Equipment Maintenance Manuals
SECTION 017839 – PROJECT RECORD DOCUMENTS A.
Record Prints: Maintain one set of electronic file for the Contract Drawings.
SECTION 017900 – DEMONSTRATION AND TRAINING
SECTION 017300 - EXECUTION A.
Construction Layout 1. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. 2. Engage a land surveyor or professional engineer to lay out the work using accepted surveying practices.
B.
Field Engineering 1. Verify layout of all anchor bolts for structural setting of columns and other miscellaneous bearing plates.
C.
Installation: Locate the work and components of the work accurately, in correct alignment and elevation, as indicated. 1. Comply with manufacturer’s written instructions and recommendations for installing products in applications indicated.
A.
Demonstration of operation of systems, subsystems, and equipment.
B.
Training in operation and maintenance of systems, subsystems, and equipment.
C.
Demonstration and training video recordings.
SECTION 017329 - CUTTING AND PATCHING A.
Quality Assurance 1. All patching and finishing shall be to the nearest corner or junction. 2. Do not cut structural elements in a manner that could change their load-carrying capacity or load-deflection ratio. 3. Do not cut operational elements that could decrease.
SECTION 017400 - CONSTRUCTION CLEANING A.
Daily Cleaning: Clean project site and work areas daily, including common areas.
B.
Coordinate progress cleaning for joint-use areas where more than one installer has worked. Dispose of materials lawfully.
C.
Routine Cleaning: Weekly broom clean floor and paved surfaces; rake clean other surfaces of ground.
D.
The Contractor shall coordinate responsibility for cleaning.
SECTION 017700 - CLOSEOUT PROCEDURES A.
Substantial Completion 1. Contractor shall submit list of incomplete items.
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DIVISION 02-14 DIVISION 02 – EXISTING CONDITIONS
C.
Epoxy Crack Injection Adhesive: ASTM C 881 1. Dayton Superior Corp.; Resi-Bond (J-58) 2. Euclid Chemical; Euco #352 Epoxy System 3. Meadows, W.R. Inc.; Sealtight Rezi-Weld LV
D.
Polymer Overlay: Epoxy adhesive, ASTM C 881, Type III 1. Kaufman; Surepoxy VLM 2. Meadows, W.R., Inc.; Sealtight Rezi-Weld Type III DOT 3. Thermal-Chem; Flexgard T, Product 309
SECTION 030600.01 – CONCRETE SCHEDULE
SECTION 024119 - SELECTIVE STRUCTURE DEMOLITION A.
Demolition and removal of portions of a build or structure as required at new addition and remodel.
B.
Owner will occupy portions of building immediately adjacent to selective demolition area.
C.
Hazardous Materials: If encountered, Owner will remove hazardous materials under a separate contract.
D.
Relocate utilities as required to accommodate new work.
E.
Explosives are not permitted on site for any reason.
ITEM OR STRUCTURE
A.
Work includes Existing Concrete to remain.
B.
Remove deteriorated concrete and reinforcement and replace or patch. 1. Polymer-modified, cementitious patching mortar: Packaged, dry mix complying with ASTM C928, that contains a non-redispersible latex additive as either a dry powder or a separate liquid that is added during mixing. a. Dayton Superior; HD-50 b. Euclid Chemical: Concrete Coat c. Meadows, W.R. Inc.; Sealtight Meadow-Patch T1 Epoxy Crack Injection Adhesive: ASTM C 881 1. Dayton Superior Corp.; Resi-Bond (J-58) 2. Euclid Chemical; Euco #352 Epoxy System 3. Meadows, W.R. Inc.; Sealtight Rezi-Weld LV
C.
D.
Polymer Overlay: Epoxy adhesive, ASTM C 881, Type III 1. Kaufman; Surepoxy VLM 2. Meadows, W.R., Inc.; Sealtight Rezi-Weld Type III DOT 3. Thermal-Chem; Flexgard T, Product 309
SECTION 030600.01 – CONCRETE SCHEDULE
COMPRESSIVE STRENGTH AND OTHER REQUIREMENTS
Elevated (suspended) structural concrete slabs and concrete not otherwise indicated
RfFm-Fn SmFm-Fn, if exposed
4000 P.S.I. at 28 days Max W/C Ratio = 0.45 Use mid-range water reducer
Trench footings, footings, and interior foundation and retaining walls
RfFm-Fn SmFm-Fn, if exposed
4000 P.S.I. at 28 days Max W/C Ratio = 0.45 Use mid-range water reducer
Foundation and retaining walls exposed to exterior
RfFm-Fn SmFm-Fn, if exposed, UON Ab-Fn, where noted
4000 P.S.I. at 28 days Max W/C Ratio = 0.45 Use mid-range water reducer
Interior formed concrete exposed to view
SmFm-Fn, UON Ab-Fn, where noted
4000 P.S.I. at 28 days Max W/C Ratio = 0.45 Use mid-range water reducer
Exposed interior floor slabs and carpeted floors, unless otherwise noted
Tr-Fn1
4000 P.S.I. at 28 days Max W/C Ratio = 0.45 Use mid-range water reducer
DIVISION 03 – CONCRETE SECTION 030130 – MAINTENANCE OF CAST-IN-PLACE CONCRETE
FINISH**
3500 P.S.I. at 28 days Max W/C Ratio = 0.45 Use mid-range water reducer
Interior floor slabs scheduled to receive thin-set flooring, resilient flooring and other flooring types, unless otherwise noted
Tr-Fn2
Exterior walks, stoops, steps, aprons, and curbs; exterior formed concrete exposed to view; exterior concrete not otherwise indicated
NsBrm-Fn (Horizontal) Grt-Cl-Fn (Vertical)
4500 P.S.I. at 28 days air entrainment* Max W/C Ratio = 0.45 Use mid-range water reducer
Exterior paving
NsBrm-Fn
4000 P.S.I. at 28 days air entrainment* Max W/C Ratio = 0.40
Metal stair pan fill
N/A
2500 P.S.I. at 28 days #8 aggregate (maximum)
Flowable Fill – Type 1 Utility Trench Backfill
N/A
50-100 P.S.I. at 28 days Unconfined compression strength per ASTM D4832
Flowable Fill – Type 2 Under Foundations
N/A
100 P.S.I. at 28 days Unconfined compression strength per ASTM D4832
Lean concrete fill under footings and encasement of underground utilities or connections
N/A
1500 P.S.I. at 28 days Max W/C Ratio = 0.55 for non-air entrained mix
135 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
SECTION 033000 - CAST-IN-PLACE CONCRETE A.
B.
C.
Concrete Forms and Accessories 1. Materials used in formwork: Wood, metal, or fiberglass. 2. Chamfer Strips: Metal, PVC or rubber strips. 3. Form coatings. 4. Use of earth forms may be approved depending upon the soils condition. 5. Insulated Concrete Forms (ICF) at below grade. a. Pending Energy modeling determinations. Concrete Reinforcement 1. Reinforcing bars: ASTM A 615, Grade 60 2. Welded wire fabric (WWF) in flat sheets only; ASTM A 185 plain. 3. Dowels shall be used to tie new work to existing; ASTM A 615, Grade 60.
B.
Architectural precast concrete trim units.
C.
Comply with ACI 318 and design recommendations of PCI MNL 120, “PCI Design Handbook – Precast and Prestressed Concrete.
D.
Concrete Materials: Portland Cement, ASTM C 150, Type I or Type III
E.
Color shape and finish to match renderings
F.
Basis of Design: Slenderwall or equal.
DIVISION 04 – MASONRY SECTION 040120 – MAINTENANCE OF UNIT MASONRY
Cast-In-Place Concrete 1. Exterior concrete, stoops. a. Frost blocks at exterior doorways. 2. Interior concrete (within a building). a. Floor slabs and infill areas. b. Foundations and footings for building additions. c. Retaining walls. 3. Concrete mix requirements a. Fly ash additive shall not exceed 25 percent of cement content. Slag shall not exceed 50 percent. b. Water reducing admixes may be used as required. c. Superplasticizers may be used as required. 4. Fiber reinforcement synthetic fiber to be used as secondary reinforcement; ASTM C 116, Type III a. Euclid Chemical Fiberstrand F b. FORTA Corp.; Forta, Econo-Net c. Grace Construction Products; Grace Fibers 5. Vapor Barrier, under all slabs-on-grade, ASTM E 1745; Class A. a. Vapor Block 15; Raven Industries b. Perminator (15 mil); W.R. Meadows c. Viper Vaporcheck II; Insulation Solutions 6. Accessories a. Preformed joint fillers. b. Bonding agents. c. Curing products: 1) Clear curing dissipating agent at interior slabs, unless otherwise noted, ASTM C 309, Type 1, Class B. a) Dayton Superior; Day Chem Rez Cure (J-11-W). b) Euclid Chemical; Kurez DR VOX. c) Meadows, W.R., Inc.; 1100 Clear 2) Cure and seal compound shall be used on exposed concrete floors in storage and utility rooms, ASTM C 1315, Type 1, Class A. a) Dayton Superior; Sealcure 1315 WB b) Euclid Chemical; Super Diamond Clear VOX c) Meadows, W.R., Inc.; Vocomp – 30. 7. Liquid Floor Treatment a. Penetrating Liquid Floor Treatment (LCFH): Clear chemically reactive, waterborne solution of inorganic silicate or siliconate materials. 1) Euclid Chemical Copany; Euco Diamond Hard 2) Dayton Superior Corporation; Day-Chem Sure Hard. 3) BASF; Kure-N-Harden 8. Monolithic slab criteria (FF/FL method). 9. Finishes: a. Steel trowel finish at interior slabs. 1) Trowel Finish 1 (Tr-Fn1) a) Specified Overall Value: FF 25/FL 20 b) Minimum Local Value: FF 17/FL 14 2) Trowel Finish 2 (Tr-Fn2) a) Specified Overall Value: FF 35/FL 25 b) Minimum Local Value: FF 24/FL 17 b. Broom finish for exterior sidewalks, stoops, and curbs.
B.
Work includes (Existing Masonry to Remain) 1. Unused anchor removal 2. Repairing unit masonry 3. Painting steel uncovered during work 4. Repointing joints 5. Cleaning
B.
Masonry Materials 1. Face brick match existing or use salvaged materials
C.
Mortar Materials 1. Portland Cement: ASTM C 150, Type I or II 2. Hydrated Lime: ASTM C 207, Type S. 3. Mortar Sand: ASTM C 144.
E.
Manufactured Patching Compound 1. Cathedral Stone Products; Jahn M100 2. Conproco Corp.; Matrix. 3. Edison Coatings, Inc., Custom System 45
F.
Cleaning Materials 1. Nonacidic Liquid Cleaner a. Diedrich Technologies; Diedrich 910 b. Price Research; Price Non-Acid Masonry Cleaner c. PROSOCO; Enviro Klean 2010 2. Mild Acidic Cleaner a. Diedrich Technologies; Envirorestore 100 b. ABR Products; X-190 c. PROSOCO; Enviro Klean Bio Wash
SECTION 042000 - UNIT MASONRY A.
Regulatory Requirements: ACI 530/ASCE 5.6
B.
Masonry Mortar 1. Color to compliment existing. a. Non-colored gray mortar in brick veneer and CMU construction. 2. Mortar mixes and strength shall be as follows: a. Type S, 1800 psi for masonry, unless noted otherwise. b. Type N, 750 psi for masonry veneer.
C.
Masonry Grout 1. Fine grout in masonry below grade and where indicated. 2. Grout fill all lintels and bond beams where required. 3. Field quality control. 4. Grout strength shall be a minimum of 2500 psi; grout slump shall be within 8 to 11 inches.
D.
Masonry Anchorage and Reinforcement: ASTM A 951 1. Continuous wire reinforcing and ties at 16 inches o.c. vertically. 2. PVC control joints and neoprene expansion joint filler. 3. Concealed flashings: Thermoplastic 4. Reinforcing bars: ASTM A 615.
SECTION 034599 – PRECAST ARCHITECTURAL CONCRETE A.
Optional wall system approach pending Energy Modeling and Final cost comparsion.
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5. 6. 7. 8.
E.
Intersecting masonry: Mesh Column isolation. Ties and anchors for veneer. Flashing materials a. Reglets/receivers b. Flexible flashing c. Sealants, adhesive and termination bar.
Masonry Units 1. CMU a. b. c. d. 2.
Brick a. b.
Manufacturers standard units: ASTM C 90. Bond beam shapes and lintels. Special attributes: 1) Fire resistant type per UL design models. 2) Minimum compressive strength of 1900 psi. Accessories 1) Masonry cleaners: Refer to maintenance section.
SECTION 044300 – STONE MASONRY Stone masonry anchored to unit masonry backup.
B.
Limestone: Comply with ASTM C 568. 1. Equal to Indiana limestone. 2. Grade: Select, buff. 3. Shapes: Trim units within masonry veneer. 4. Finish: Smooth
C.
Roof decking 1. Galvanized; minimum of G-60. 2. Provide 1-1/2 inch deep decking, unless noted otherwise. 3. Provide 3 inch acoustical decking in Gymnasium and Meeting House
B.
Accessories 1. Flexible closure strips. 2. Self drilling screws. 3. Weld washers. 4. Metal cover plates. 5. Metal closure strips. 6. Roof sump pans.
SECTION 054000 - COLD-FORMED METAL FRAMING
Modular brick; Grade SW, Type FBS/FBX. Brick color: to be determined
A.
A.
A.
Metal cold formed soffit framing.
B.
Exterior Façade steel studs, channels, hangers, stiffeners, kickers.
SECTION 055000 - METAL FABRICATIONS
Installation in compliance with Unit Masonry.
SECTION 047200 – CAST STONE MASONRY A.
Cast Stone Trim: Window sills, Surrounds, Accents, and Trim. 1. Engraved and stained letters. 2. Light Buff
B.
Cast stone masonry anchored to masonry back-up.
C.
Standard Building Stone anchors fabricated from stainless steel complying with ASTM A 240/A 240M. 1. Anchorage and fasteners engineered and selected by Fabricator.
D.
Installation in compliance with Unit Masonry.
DIVISION 05 – METALS SECTION 051200 - STRUCTURAL STEEL FRAMING
A.
Miscellaneous structural framing members.
B.
Mechanical and electrical equipment supports. 1. Uni-Strut framing and supports.
C.
Miscellaneous anchoring devices and edge conditions. 1. Nosing for concrete stairs. 2. Edgings for overhead doors, docks. 3. Corner guards at overhead doors
D.
Prefabricated aluminum ladders to roof.
G.
Elevator machine beams.
H.
Support angles for elevator door sills.
I.
Metal ship ladders.
SECTION 055100 – METAL STAIRS
A.
Structural steel columns and beams.
B.
A36 steel.
A.
Industrial-type stairs with steel concrete-filled treads, NAAMM AMP 510.
C.
A500 hollow section steel shapes.
B.
Steel tube railings attached to metal stairs and walls adjacent to metal stairs.
D.
A325 high strength fasteners.
E.
AWS code compliant welded joints.
C.
Performance specifications.
F.
Galvanized finish (as required) at exterior wall lintels.
G.
Non-metallic, shrink resistant grout used at all cementitious bearing locations.
H.
Bearing plates and anchor bolts.
SECTION 055213 – PIPE AND TUBE RAILINGS A.
Steel Pipe and tube railing/guardrail: Interior railings 1. Plates, Shapes and Bars: ASTM A36/A 36M. 2. Welded construction. 3. Finish: Powder Coat
B.
Aluminum Pipe and Tube Railing: Interior handrails 1. Materials a. Extruded Bars and Tubes: ASTM B221 b. Extruded Structural Pipe and Round Tubing: ASTM B 429, Alloy 6063-T6. 2. Finish: Class II, clear anodic
SECTION 053100 - STEEL DECKING
SECTION 057113 – FABRICATED METAL SPIRAL STAIRS 137
A.
Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Steel Pipe and tube railing: Interior railings 1. Plates, Shapes and Bars: ASTM A36/A 36M. 2. Welded construction. 3. Finish: Powder Coat
SECTION 071300 – SHEET WATERPROOFING
SECTION 057300 – DECORATIVE METAL RAILINGS A.
Aluminum pipe, tube, rectangular tubing railings: 1. Locations: Cafeteria, Research (Media Center), Main Street (at stair transitions)
B.
Finish: Powder coat painted finish.
C.
Cap: Wood cap railing as part of assembly.
A.
Below-Grade Wall Waterproofing at Elevator Pit 1. Modified Bituminous Sheet Waterproofing a. Carlisle Coatings and Waterproofing: CCW Mira Dri 860 b. Grace, W.R.; Bituthene 3000 c. Meadows, W.R.; SealTight Mel-Rol
B.
Waterproofing Under Slab at Elevator Pit 1. Geotextile/Bentonite Clay Waterproofing Membrane a. Carlisle Coatings and Waterproofing b. Cetco c. Mira Dri
DIVISION 06 – WOODS AND PLASTICS SECTION 061000 - ROUGH CARPENTRY
SECTION 072100 – THERMAL INSULATION
A.
Wood blocking and nailers, No. 3 grade, unless otherwise noted. 1. Provide No. 2 grade Douglas Fir or Southern Yellow Pine nailers associated with roofing and roof flashing.
A.
B.
Pressure treated lumber in all exterior wall and roof planes. 1. Use AWPA U1; Category UC2 for interior construction. 2. Use AWPA U1; Category UC3b for exterior construction.
Unfaced and kraft faced Blanket Insulation Batts: ASTM C 665, Type I. 1. Fiberglas. 2. Mineral wool.
B.
R value for batt insulation: 1. 3-1/2” = R 11, minimum. 2. 6” = R 19, minimum.
C.
Rigid insulation for perimeter below grade and roof deck use: 1. Extruded polystyrene; ASTM C 578, Type VI, 40 psi. 2. R value for Rigid insulation: a. Walls: Refer to Energy Model b. Roofs: Refer to Energy Model
C.
Fire retardant treated lumber used in all interior construction, coordinate usage.
D.
Temporary closures and protection.
SECTION 061600 - SHEATHING A.
B.
Wall Sheathing 1. Plywood: DOC PS 1 or DOC PS 2, exterior, structural I sheathing. 2. Glass-mat gypsum: 1/2 inch, ASTM C 1177 at exterior finish system.
SECTION 072723 – MEDIUM-DENSITY CLOSED-CELL SPRAY POLYURETHANE FOAM AIR BARRIER
Roof Sheathing 1. Plywood: Exterior, Structural I Sheathing, fire-treated. 2. Thickness 7/8 inch.
A.
Spray polyurethane foam air barrier in exterior wall assemblies, cavity wall. 1. Walltite US by BASF. 2. Insulblock by NCFI Polyurethanes. 3. Heatlok SOY by Demilec
B.
Accredited installers by the Air Barrier Association of America.
C.
Auxiliary Materials 1. Transition membranes 2. Counterflashing for Masonry Through-Wall Flashing
D.
Thickness: 2 inch minimum.
SECTION 062023 - FINISH CARPENTRY A.
Interior Standing and Running Trim: AWI 300, custom grade red oak rift sawn.
B.
Stair Railings at Meeting House: Clear, kiln-dried red oak, solid or laminated.
SECTION 064023 – INTERIOR ARCHITECTURAL WOODWORK A.
Custom Wood built-in furniture 1. Office reception desks 2. Circulation desk at Research locations (Media Center) 3. Mail slots
B.
Plastic-laminate countertops with wood edging.
C.
Quality: Equal to Architectural Wordwork Institute (AWI).
D.
Materials 1. Oak veneer laminated wood panel construction meeting AWI custom grade. 2. Particleboard: ANSI A208.1, Grade M-2-Exterior Glue. 3. Thermoset Decorative Panels: LMA SAT-1 for concealed portions of cabinets. 4. High-Pressure Decorative Laminate: NEMA LD3. 5. Hardware: BHMA A156.9. a. Five knuckle hinges b. Wire pulls c. Grommets d. Articulating keyboard trays
E.
SECTION 074213 – METAL WALL PANELS A.
Metal soffit panels. 1. Flush-Profile Metal Soffit Panels: Solid and perforated panels formed with vertical panel edges and flat pan between panel edges with flush joint between panels. 2. Panel Coverage: 12 inches. 3. Factory applied sealant within interlocking joint.
B.
Special Warranty on Panel Finishes: 20 year for factory applied painted finish.
C.
Zinc-coated or Aluminum-zinc alloy-coated steel sheet. 1. Equal to Centria’s Iridesent Coating System: “Kolor Shift”
D.
Flashing and trim in same material as required to seal against weather and provide a finished appearance.
SECTION 075400 – THERMOPLASTIC ROOFING A.
Field Finish: Stain.
DIVISION 07 – THERMAL AND MOISTURE PROTECTION
Mechanically fastened membrane roofing system 1. Special Total System Warranty: 15 Years. 2. PVC Sheet: ASTM D 4434, Type III, fabric reinforced, 45 mil thickness, white. a. Duro-Last Roofing, Inc.
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3.
b. Sika-Sarnafil, Inc. c. Carlisle Syn Tec Systems. Sheet Flashing, adhesives, fasteners
I.
SECTION 077129 – MANUFACTURED ROOF EXPANSION JOINTS
B.
Roof Insulation: Polyisocyanurate Board Insulation: ASTM C 1289, Type II, Class 1, Grade 2 minimum. 1. Thermal resistance of insulation shall be 6.0 per inch. 2. Nominal total Thickness: 4 inches. 3. Tapered insulation as required by roof layout. 4. Mechanically attached and adhered installation.
C.
Location: Exposed roof membranes, not under plaza decks
A.
SECTION 076200 – SHEET METAL FLASHING AND TRIM A.
Quality Assurance: SMACNA’s “Architectural Sheet Metal Manual”.
B.
Warranty: Finish warranty 20 year from date of Substantial Completion.
C.
Sheet Metal: Prepainted, metallic-coated steel sheet, ASM A 755, Aluminum-Zinc Alloy-Coated Steel Sheet, ASTM A 792, Class A250, Grade 40. 1. High-Performance Organic Finish: Fluoropolymer 2-coat system, 70 percent polyvinylidene fluoride resin by weight.
D.
Low-Slope Roof Sheet Metal Fabrications 1. Roof and roof to wall transition a. Prepainted, metallic-coated steel: 0.0336 inch thick. 2. Counterflashing; Prepainted, Metallic-Coated Steel: 0.028 inch thick. 3. Reglets/Receivers: Prepainted, Metallic-Coated Steel: 0.028 inch thick. 4. Roof-Penetration Flashing: Prepainted, Metallic-Coated Steel: 0.028 inch thick.
A.
Performance requirements: Edge securement for low-slope roofs shall demonstrate compliance with ANSI/SPRI ES1.
B.
Finish Warranty Period: 20 years.
C.
Provide prepainted, metallic-coated steel flashing materials unless noted otherwise; ie: 1. Drip Edge: 0.0217 inch 2. Eave Flashing: 0.0217 inch 3. Roof Penetration Flashing: 0.0276 inch 4. Exposed Trim & Fascia/Coping As required to meet wind-load requirements 5. Counter Flashing: 0.028 inch 6. Flashing Receiver: 0.028 inch 7. Gutters: a. Girth 30 0.040 inch b. Girth 35 0.0516 inch 8. Downspouts: 0.0516 inch 9. Scuppers: 0.0276 inch Provide special flashings at vent piping and other roofing penetrations.
E.
Provide reglets and counter flashings as required along parapet; ie. 1. Fry Reglet 2. Metal Era 3. Hickman, W-P
F.
Flanged Bellows Roof Expansion Joint 1. Manufacturers a. Balco, Inc. b. C/S Group c. Johns Manville 2. Bellows: Neoprene or PVC, nominal 60 mils thick. 3. Flanges: Galvanized steel, 0.022 inch thick. 4. Secondary Seal: Thermal insulation 5. Fire barrier
SECTION 077200 - ROOF ACCESSORIES A.
Roof curbs shall be coordinated and provided by the mechanical trades.
B.
Roof Hatches 1. Roof hatches shall be a minimum of 30” x 36” in size. 2. Hatches shall have integral flashing and a one inch insulated curb surround. 3. Hatches are to be lockable from the inside. 4. Manufacturers a. Acudor b. Babcock-Davis c. Bilco d. Milcor e. Dur-red 5. Provide ladder safety post. 6. Provide safety railing system where access is within 10 feet of edge of roof.
C.
Smoke Vents 1. Location above stage. 2. Size to meet applicable codes. 3. Vents shall have integral flashing and a one inch insulated curb surround. 4. Fusible link hatch.
SECTION 077100 – ROOF SPECIALTIES
D.
Gutters and downspouts: Fabricate according to SMACNA’s “Architectural Sheet Metal Manual” to match existing.
SECTION 077129 – MANUFACTURED ROOF EXPANSION JOINTS A.
Flanged Bellows Roof Expansion Joint 1. Manufacturers a. Balco, Inc. b. C/S Group c. Johns Manville 2. Bellows: Neoprene or PVC, nominal 60 mils thick. 3. Flanges: Galvanized steel, 0.022 inch thick. 4. Secondary Seal: Thermal insulation 5. Fire barrier
SECTION 078100 – APPLIED FIREPROOFING A.
Provide prefinished coping along and on top of parapet wall, ie; approved for “Total System Warranty”: 1. “Permasnap” by Hickman. 2. “Perma-Tite” by Metal Era. 3. “Snap Lok” by MM Systems.
G.
Roof edge fascia: Manufactured, two piece, roof edge fascia; approved for “Total System Warranty”: 1. System 500; Metal Era 2. Snap-Lok SLF Series 1; MM Systems 3. Extruded Termin Edge; W.P. Hickman
H.
Finish:
Concealed Sprayed Fire-Resistive Material (SFRM) 1. Concealed Cementitious SFRM a. Carboline Co.; Pyrolite 15 High Yield b. Grace, W.R.: Monokote Type MK-6 c. Isolatek; Cafco 300.
SECTION 078400 - FIRESTOPPING
Provide a two coat high-performance organic finish system.
A.
Through-Penetration Firestopping Systems 1. Penetrations through fire resistance rated floor and roof construction. 2. Penetrations through fire resistance rated walls and partitions. 3. Penetrations through smoke barriers and construction enclosing compartmentalized areas. 4. Penetrations through partitions that enclose incidental use areas.
B.
Fire-Resistive Joint Systems 1. Joints in or between fire-resistance-rated construction. 2. Joints at exterior curtain-wall/floor intersections.
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3. C.
D.
Joints in or between smoke barriers, smoke partitions, and partitions that enclose incidental use areas.
Firestopping consists of: 1. Sealants. 2. Mineral wool. 3. Fire rated form board. 4. Intumescent sealants. 5. Pillows. 6. Collars.
B.
SECTION 081416 – FLUSH WOOD DOORS
Manufacturers 1. Hilti. 2. STI. 3. 3M.
SECTION 079200 - JOINT SEALANTS A.
Provide exterior sealants: 1. Silicone. 3. Self leveling polyurethane.
B.
Provide interior caulks: 1. Paintable latex acrylics. 2. Mildew resistant silicone.
C.
D.
Accessories: 1. Backer rods. 2. Expandable foam gasketing materials shall be used in all masonry control and expansion joints. 3. Primer wherever manufacturer recommends. 4. Masking tape shall be used to protect adjacent materials from sealant smears.
A.
WDMA I.S.1-A Performance Grade: Extra heavy duty. 1. All wood doors shall be 5 ply solid core; cores shall be particle board at non-rated conditions, and mineral cores at rated door openings. a. Provide doors with structural-composite-lumber cores instead of particleboard for doors indicated to receive exit devices and half or larger borrowed light.
B.
Faces: Plain sliced, red oak veneer, Custom A face grade, slip matched.
C.
Manufacturers 1. VT Industries 2. Eggers 3. Algoma 4. Marshfield Door Systems
D.
Factory finish doors per manufacturer’s standard TR-6 finish; catalyzed polyurethane. 1. Stain, manufacturer’s standard.
SECTION 081613 – FIBERGLASS DOORS A.
Manufacturers 1. Pecora 2. Dow Corning 3. General Electric
DIVISION 08 – OPENINGS SECTION 081113 – HOLLOW METAL DOORS AND FRAMES A.
Doors: Level 3 and physical performance Level A, extra heavy duty 1-3/4 inch, Model 2 – seamless.
B.
Provide prime painted doors and frames in interior walls.
C.
Interior flush type doors shall have honey comb cores (non-rated).
D.
Interior rated doors shall have mineral cores.
E.
All frames shall have welded joints. 1. Minimum interior frames shall be 16 gauge. 2. Minimum exterior frames shall be 14 gauge, if applicable.
F.
Wrapped frames up to 12” CMU walls.
G.
Manufacturers 1. Amweld 2. Ceco 3. Steelcraft
Fiberglass Reinforced Polyester (FRP) Doors at Exterior Openings 1. Manufacturers a. Special-Lite b. Tubelite c. Oldcastle 2. Door Face: .120 inch minimum FRP with embossed finish. 3. Door Core: Polyurethane foam core for non-rated exterior doors. a. Mineral core for fire-rated doors. 4. Finish: Gelcoat selected by A/E from manufacturer’s standards. 5. Hardware a. Continuous gear hinge b. Remainder per Div. 08 Section “Door Hardware”.
SECTION 083113 - ACCESS DOORS AND PANELS A.
Provide access doors at all points where service is required for mechanical and electrical equipment. 1. Provide 24 by 24 inch, unless otherwise noted.
B.
Steel Sheet: Uncoated cold-rolled steel, ASTM A 1008. 1. Frames: 0.060 inch. 2. Doors: 0.075 inch.
C.
Steel Finishes: Factory-primed.
D.
Manufacturers 1. Williams Brothers. 2. Milcor. 3. Karp Associates, Inc. 4. J. L. Industries. 5. Nystrom Building Products.
`
SECTION 083323 – OVERHEAD COILING DOORS
SECTION 081116 – ALUMINUM DOORS (MAIN ENTRY) A.
Manufacturers 1. Special-Lite 2. Tubelite 3. Oldcastle 4. EFCO
A.
Aluminum doors 1. Style design: Wide style, vertical styles 5 inches, top rail 6-1/2 inches, and bottom rail 10 inches, intermediate rail, 6-1/2 inches. 2. Hardware a. Continuous gear hinge b. Remainder per Division 08 Section “Door Hardware”. 3. Finish: High-performance organic finish (2-coat fluoropolymer).
Counter Doors at Food Service Area, Bookstore, Concessions 1. Door Curtain Material: Stainless steel 2. Door Slats: Curved 3. Curtain Jamb Guides: Stainless steel 4. Hood: Stainless steel 5. Locking Device: Slide bolt 6. Manual Door Operator: Push-up operation 7. Finish: Stainless steel, No. 4
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2. B.
C.
Insulated Service Door at Receiving areas 1. Door Curtain Material: Galvanized steel, powder coated. 2. Door Slats: Insulated flat slats, R-value 4.5. 3. Operation: Electric operation with push button device.
Storefront framing and storefronts with window vents. 1. Type I – 1-3/4 by 4-1/2 inch, frame shall provide for 1/4 inch glass, U-0.80 max. a. Application 1) Interior vestibules 2) Exterior aluminum entry doors 3) Interior storefront system 2. Type III – 2 by 4-1/2 inch, with thermal barrier, framing shall provide for one inch insulated glass, U-0.45 max. a. Application 1) Exterior storefront
B.
Finish: High-Performance Organic Finish: 2-coat fluoropolymer.
C.
Manufacturers 1. Kawneer 2. EFCO 3. Tubelite
D.
Location: Main Street.
E.
Basis of Design is Pilkington Structural Glass System or equal.
SECTION 084433 – SLOPED GLAZING ASSEMBLIES
Manufacturers 1. Cookson Co. 2. Cornell 3. Raynor Garage Door
SECTION 084113 – ALUMINUM-FRAMED ENTRANCE AND STOREFRONT A.
Glazing Weatherseal Sealants: ASTM C 920
A.
Performance Requirements 1. Average Thermal Conductance: Provide glazed aluminum systems with average U-factor of not more than 0.45 Btu/sq.ft. x h x deg F when tested according to NRFC 100.
B.
Framing Members 1. Construction: Thermally broken 2. Glazing System: Retained mechanically with gaskets on four sides. 3. Glazing Plane: Front
C.
Glazing: As specified in Division 08 Section “Glazing”.
D.
Structural Loads: Per structural Drawings.
E.
Finish: High-Performance Organic Finish: 2-coat fluoropolymer.
F.
Manufacturers 1. EFCO 2. Tubelite 3. United States Aluminum 4. Vistawall Architectural Products 5. Wausau 6. YKK AP America, Inc. 7. CMI Architectural Products
SECTION 085113 - ALUMINUM WINDOWS
SECTION 084413 – GLAZED ALUMINUM CURTAIN WALLS
A.
Performance Requirements 1. Thermal Transmittance: Provide aluminum windows with whole-window U-value not more than 0.55 Btu/sq.ft. x h x deg F when tested according to NFRC 100. 2. AAMA/WDMA 101/I.S.2/NAFS: AW-60, min.
Framing Members 1. Construction: Thermally broken 2. Glazing System: Retained mechanically with gaskets on four sides. 3. Glazing Plane: Front
B.
Aluminum Windows, General: Fixed/casement, flush exterior face, inside glazing type, with a minimum 3-1/4 inch jamb width.
C.
Glazing: As specified in Division 08 Section “Glazing”.
C.
Glazing: As specified in Division 08 Section “Glazing”.
D.
D.
Operable Units; Openings: Vents”.
Hardware 1. Lock 2. Limit device, unless otherwise noted a. Do not provide at egress windows.
E.
Finish: High-Performance Organic Finish: 2-coat fluoropolymer.
F.
F.
Manufacturers 1. EFCO 2. Tubelite 3. Oldcastle
Accessories 1. Exterior Casing Covers: Receptors, subsills, and sills.
G.
Finish: Provide a two coat Fluorocarbon painted system.
H.
Operation: Single hung at instructional areas.
I.
Manufacturers 1. EFCO 2. Wausau 3. Modu-Line
A.
Performance Requirements 1. Average Thermal Conductance: Provide glazed aluminum curtain wall systems with average U-factor of not more than 0.45 Btu/sq.ft. x h x deg F when tested according to NRFC 100.
B.
As specified in Division 08 Section “Aluminum-Framed Storefront Framing/Window
SECTION 084426 – STRUCTURAL GLASS WALL SYSTEM A.
Performance Requirements 1. Average Thermal Conductance: Provide glazed systems with average U-factor of not more than 0.45 Btu/sq.ft. x h x deg F when tested according to NRFC 100.
B.
Framing Members 1. Aluminum with Steel reinforcement 2. Glazing System: Retained mechanically with gaskets on four sides with butt joints. 3. Planar Nexus connections to steelwork
C.
Glazing: Factory Glazed as specified in Division 08 Section “Glazing”. 1. Glazing Structural Sealants: ASTM C 1184
SECTION 085656 – SECURITY WINDOW GUARDS A.
Performance: 1. Maximum Security Level a. Steel Operating b. Security Barrier
B.
Locations
141 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
1.
First floor windows or windows adjacent to grade
C.
Finish: Provide a two coat Fluorocarbon painted system
D.
Manufacturers: 1. Equal to Kane Screens
Fire panic exit devices Closers Kickplates Ceiling-mounted smoke detectors (by Div. 26) Wall-mounted magnetic door release (by Div. 26) HWD. GROUP #5
SECTION 086220 – UNIT SKYLIGHTS A.
Performance Requirements 1. Average Thermal Conductance: Provide glazed aluminum systems with average U-factor of not more than 0.45 Btu/sq.ft. x h x deg F when tested according to NRFC 100.
B.
Framing Members 1. Construction: Thermally broken 2. Glazing System: Insulating Glass
C.
Glazing: As specified in Division 08 Section “Glazing”.
D.
Structural Loads: Per structural Drawings.
E.
Finish: High-Performance Organic Finish: 2-coat fluoropolymer.
F.
Manufacturers 1. Auburn Skylights 2. Exarc Skylights, Inc. 3. High Pro International, Inc. 4. O’Keefe’s Inc. 5. Sunglo Skylight Products 6. Wasco Products, Inc. 7. Acurlite Structural Skylights
CLASSROOM CORRIDOR DOOR 20 MIN FIRE RATING Butt hinges Classroom lockset Closer Kickplates Wall stop HWD. GROUP #6 CLASSROOM CORRIDOR DOOR NON-RATED Butt hinges Classroom lockset Wall stop HWD. GROUP #7 STAFF TOILETS Butt hinges Hotel lockset function Closer Kickplates Wall stop HWD. GROUP #8
SECTION 087100 - DOOR HARDWARE: A.
STUDENT TOILET ROOMS Butt hinges Push/pull set Kickplates Wall stop Classroom dead lock
Hardware Schedule to review with DCPS HWD. GROUP #1 EXTERIOR CORRIDOR DOORS (PAIR) ALUMINUM Continuous gear hinges Panic exit devices NL function Door closers Concealed overhead stops Threshold
SECTION 087113 - AUTOMATIC DOOR OPERATOR
HWD. GROUP #2 EXTERIOR DOORS TO SERVICE AREAS Butt hinges Lockset, storeroom function Wall, floor, or overhead stop Kickplate Set of weatherstrip Threshold HWD. GROUP #3 EXTERIOR DOORS FROM CLASSROOMS Butt hinges Lockset or panic exit devices Closer with stop Kickplate Set of weatherstrip Threshold
A.
Provide wall mounted button/pads for door operations.
B.
Coordinate with Electrical Contractor for power to door locations.
C.
Automatic door operators shall comply with the requirements of ANSI Standard A117.1; providing accessibility and usability for physically handicapped people.
D.
Manufacturers 1. Dor-O-Matic 2. Horton Automatic 3. Besam
E.
Units shall be completely electromechanical with microprocessor control requiring no microswitches on the operator.
F.
Finish shall match door frames.
SECTION 088000 - GLAZING
HWD. GROUP #4
A.
Performance Requirements 1. Visible light transmittance: 40-45 percent. 2. U-value winter: 0.27 – 0.31. 3. SHGC: 0.25 – 0.29.
B.
Provide 1/4 inch safety glass in non-rated interior doors and sidelites.
INTERIOR HIGH-TRAFFIC DOORS, STAIRWAYS AND HORIZONTAL EXIT DOORS Butt hinges
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C.
Provide 1/4 inch fire rated safety glass in rated doors and openings.
D.
Manufacturers of Non-Rated Glass 1. PPG. 2. Guardian/Sunguard Industries. 3. Pilkington.
E.
2. C.
Suspension System Components 1. Tie wire and hanger wire: ASTM A 641, Class 1 zinc. 2. Carrying Channels: ASTM A 653, G40. 3. Furring Channels: ASTM A 653, G40. 4. Grid Suspension System for Interior Ceilings, Contractor’s Option.
D.
Miscellaneous Materials 1. Sound-Attenuation Blankets: ASTM C 665, Type I. 2. Acoustical sealant 3. Joint Tape: Fiberglass 4. Joint Compound: Setting type. 5. Accessories: Corner bead, edge trim, control joints; ASTM C 1047.
E.
Moisture and Mold Resistant Gypsum Panels 1. Mold Tough; United States Gypsum Co. (USG) 2. XP Wallboard; National Gypsum 3. Mold Defense; Lafarge
Manufacturers of rated glass 1. SAFTI, Division of O’Keefe’s, Inc. 2. Technical Glass Products 3. Vetrotech Saint-Gogain
SECTION 088300 – MIRROR A.
B.
Performance Requirements 1. Clear Glass Mirrors: ASTM C1503, mirror coating. 2. Clear Glass: Mirror Glazing Quality; minimum 91 percent visible light transmission. a. Nominal Thickness: 6.0 mm
manufactured
using
ultraclear
(low-iron)
copper-free, float
glass
low with
lead a
Materials 1. Mirror Mastic: Low-Emitting adhesives 2. J-Channels top and bottom trim
a. Single long-leg runner system b. Deflection track c. Firestop track (option) at rated assemblies. Cold rolled channel bridging.
SECTION 092117 – GYPSUM BOARD SHAFT WALL ASSEMBLIES
C.
Mirror Edge Treatment: Flat polished edge.
A.
Gypsum board shaft-wall assemblies for horizontal and vertical enclosures.
D.
Location: Fitness and Multi-purpose dance
B.
Manufacturers: 1. G-P Gypsum. 2. USG Corporation 3. National Gypsum Company
C.
Gypsum shaft liner panels: Comply with ASTM C 1396, Type X with moisture-resistant paper faces, 1 inch thick.
D.
Non-Load-Bearing Steel Framing: Comply with ASTM C 645 for conditions indicated.
SECTION 089000 – LOUVERS AND VENTS A.
B.
Fixed, Extruded Aluminum Louvers 1. Storm-resistant louver: Louver that provides specified wind driven rain performance, as determined by testing according to AMCA 500-L. a. Wind loads: Uniform pressure of 30 lbf/sq.ft., acting inward or outward.
SECTION 093000 – TILING
Horizontal Storm-Resistant Louvers 1. Basis-of-Design: Model EME-520DD; Ruskin. a. Comparable manufacturers 1) Airolite 2) All-Lite 3) Construction Specialties 4) Industrial Louvers 2. Louver depth: 5 inches. 3. Frame and blade nominal thickness: Not less than 0.080 inch for blades and for frames. 4. Free area: 44 percent. 5. Wind-driven rain performance: Not less than 99 percent effectiveness when subjected to a rainfall rate of 3 inches per hour and a wind speed of 29 mph at a cove-area intake velocity of 500 fpm.
C.
Louver Screens 1. Screening type: Bird screening.
D.
Insulated, blank-off panels: Laminated panels consisting of insulating cove surfaced on back and front with metal sheets and attached to back of louver.
E.
Finishes: High-performance organic finish, 2-coat fluoropolymer finish.
A.
Install tile per the latest TCA (Tile Council of America) publication.
B.
Ceramic mosaic tile 1. 2 by 2 inch tile 2. Trim as required 3. Installation: TCA F115 and ANSI A108.5
C.
Ceramic Tile (Wall Tile) 1. 4-1/4 by 4-1/4 inch 2. Trim as required 3. Installation: TCA W202 and ANSI A108.5.
D.
Latex Portland Cement Mortar: ANSI A118.4 1. Prepackaged dry-mortar mix combined with acrylic resin or styrene-butadiene-rubber liquid-latex additive, ANSI A118.4.
E.
Grout 1.
F.
Waterproofing and crack-suspension membranes for thin-set tile installations: ANSI A118.10.
G.
Setting Methods: 1. Thickset at showers and toilet areas of locker rooms.
DIVISION 09 – FINISHES: SECTION 092116 - GYPSUM BOARD ASSEMBLIES A.
Provide 5/8” gypsum wallboard on designated interior wall and ceiling areas, ASTM C 1396. 1. Provide fire rated gypsum products in a fire rated wall or ceiling. 2. Provide moisture and mold resistant type, unless otherwise noted.
B.
Steel Framing: 0.0296 inch thick, G40, ASTM C 645, 16 inches on center. 1. Slip-Type Head Joints
Polymer-modified tile grout: ANSI A118.7 a. Polymer type: Acrylic resin or styrene-butadiene rubber in liquid-latex form for addition to prepackaged dry-grout mix. 1) Unsanded grout mixture for joints 1/8 inch and narrower. 2) Sanded grout mixture for joints 1/8 inch and wider.
SECTION 095113 – ACOUSTICAL PANEL CEILINGS
143 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
A.
Provide 2 by 4 (unless noted otherwise) lay-in acoustic ceiling tile system; provide moisture resistant, mold resistant. 1. Abuse resistant, high humidity, cleanable type tile.
B.
Basis-of-design: Armstrong 1. Comparable Manufacturers a. USG Interior Systems b. CertainTeed Ceilings
C.
Provide intermediate duty suspension system with 15/16” painted steel grid, unless otherwise noted.
D.
Provide hold-down clips in restrooms, locker rooms, and vestibules.
E.
Ceiling types: 1. CapZ in educational instruction spaces 2. Vinyl-covered clean room panels in food service and restrooms 3. High STC rating for music rooms (nubby) 4. High reflective rating for music rooms (hard) 5. Tectum at Locker rooms 6. General square edge at support and miscellaneous surfaces.
Strand Bamboo Flooring 1. Species: Moso Bamboo 2. Strip flooring 3-3/4” wide by 1/2” thick by varying lengths 3. Milling: Tongue and Groove 4. Back: Channeled and sealed with factory-finish seal coat 5. Finish: Seven Coats, top two coats are scratch-resistant polyurethane.
B.
Properties 1. Hardness: ASTM D 1037 2. Dimensional Stability: ASTM D 1037 3. Slip resistance: ASTM D2394
Wood sports-floor assemblies consisting of maple strip flooring on plywood subfloor fixed to substrate. 1. Connor Sports Flooring 2. Robbins Sports Surfaces 3. Horner Flooring Company.
D.
Strip Flooring: Northern hard maple, seconds and better, 25/32 inch with 2-1/4 inch face width.
E.
Subfloor System: Plywood underlayment, APA rated, exterior glue, tongue and groove. 1. Anchors: Manufacturer’s standard channel or pin anchorage system. 2. Resilient Pads: Manufacturer’s standard resilient pads based on assembly design.
F.
Accessories: 1. Vapor Retarder: Polyethylene sheet not less than 6 mils thick. 2. Vented Resilient Wall Base: Molded, vented, rubber cover base, 4 by 3 inches, black.
G.
Floor finish system: Urethane Oil Type Sealers recommended by MFMA and manufacturer. 1. Game line paint.
SECTION 096513 – RESILIENT BASE AND ACCESSORIES
SECTION 096223 – BAMBOO FLOORING A.
A.
A.
Wall base: ASTM F1861 1. Material requirement: Type TS (rubber, vulcanized thermoset) or Type TP (rubber thermoplastic). 2. Manufacturing method: Group I (solid, homogeneous) or Group II (layered). 3. Style: Cove (base with toe). a. Height 4 inches, unless otherwise noted. 4. Manufacturers a. Mannington Mills, Inc. b. Johnsonite c. Roppe Corp.
B.
Resilient stair treads: ASTM F 2169 1. Material requirement: Type TS (rubber, vulcanized thermoset) or Type TP (rubber thermoplastic). 2. Surface design a. Class 2, pattern: Hammered design. 3. Manufacturing method: Group 2, tread with contrasting color for the visually impaired. 4. Manufacturers a. Mannington Mills, Inc. b. Johnsonite c. Roppe Corp.
C.
Resilient molding accessory 1. Material: Vinyl or rubber a. Types: Carpet edge, nosing for carpet, nosing for resilient flooring, and reducer strip and joiner of tile and carpet.
SECTION 096229 – CORK FLOORING A.
B.
Cork Flooring 1. Manufacturer: Equal to Zandur 2. Tile Dimension: 24” x 24” 3. Thickness: Nominal 0.0180 inch 4. Shade: Refer to List of Finishes 5. Texture: Refer to List of Finishes 6. Finish: Refer to List of Finishes Properties 1. Standard: ASTM F 1344 2. Slip resistance: ASTM D2047 3. Installation: Glue-down 4. Fire Rating: Class II
SECTION 096517 – LINOLEUM FLOORING A.
Linoleum Sheet Flooring 1. Armstrong World Industries. 2. Forbo Flooring, Inc. 3. Tarkett Inc.
B.
Sheet Flooring: ASTM F2034, Type I, Linoleum sheet with backing, 0.010 inch thick.
C.
Seaming: Heat Welded
D.
Adhere flooring with Manufacturer approved adhesive.
SECTION 096400 – WOOD FLOORING A.
Maple strip flooring for stage (front) 1. Maple Flooring: MFNA 2. Strip flooring second and better grade hard maple. 3. Thickness: 25/32 inch. 4. Face width: 2-1/4 inch. 5. Urethane Finish.
B.
Soft wood flooring for stage (back)
C.
Plywood subfloor: 3/4 inch.
D.
Vapor Retarder: ASTM D 4397
E.
Wood stair treads and nosings.
SECTION 096723 – QUARTZ FLOORING
SECTION 096466 – WOOD ATHLETIC FLOORING
A.
Resinous Flooring system with epoxy body coats and decorative broadcast aggregate.
B.
Epoxy body coat, colored quartz aggregate, urethane topcoat. 1. Application Method: Self-leveling slurry with broadcast aggregates, 1/8 inch thick.
C.
Primer if required and waterproofing membrane as part of system.
D.
Integral cove base.
144 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
B.
System Characteristics 1. Wearing Surface: Textured (aggregate) for slip resistance. 2. Integral Cove Base: 6 inch high. 3. Overall System Thickness: 1/8 inch.
SECTION 096813 – TILE CARPETING
E.
Basis of Design – SIDEC 1. General Polymers 2. Dur-A-Fle 3. Stonehard
Provide 12 by 12 (minimum) by 1/8 inch Vinyl Enhanced Tile; ASTM F1066, Class 2.
B.
Manufacturers 1. Floor tile a. Quartz Concepts b. MVT Tile c. Quartz Tile
Modular Carpet Tile 1. Carpet: Carpet and Rug Institutes Appearance Retention Rating System of 3.5 ARR.
B.
Carpet Tile
SCHOOL CARPET MINIMUM AVERAGE SPECIFICATIONS
SECTION 096519 – RESILIENT TILE FLOORING A.
A.
Carpet Property/ Characteristic
B.
Epoxy-Resin Matrix 1. Terrazzo: Comply with NTMA's "Terrazzo Specifications and Design Guide" and manufacturer's written instructions for matrix and marble-chip proportions and mixing a. Custom Mix Color and Pattern: Four custom colors will be formulated. 2. Flexible Reinforcing Membrane for crack preparation and reflective crack reduction. 3. Marble chips: Complying with NTMA gradation standards for mix indicated and containing no deleterious or foreign matter. 4. Surface depth: 3/8 inch. Products: 1. Crossfield Products Corp., Dex-O-Tex Division; Cheminert Terrazzo. 2. General Polymers Corporation; Terrazzo 1100. 3. Key Resin Company; Key Epoxy Terrazzo. 4. Master Terrazzo Technologies LLC; Morricite. 5. Quadrant Chemical Corporation; Quadset Epoxy Terrazzo. 6. TEC Specialty Construction Brands, Inc.; Tuff-Lite Epoxy Terrazzo. 7. Terrazzo & Marble Supply Companies; Terroxy Resin Systems.
Solution or Yarn Dyed
--
Color
Multi-Colored Products (select colors complimentary to soil type/color in region)
--
Surface/Style
Level Loop, Multi-Level Loop, Textured Loop, or Cut & Loop
--
Static
3.5kv (max – not to exceed)
AATCC-134 Step Method
Indoor Air Quality (IAQ)
CRI IAQ Certification “Green Label Plus”
CRI Test Program ASTM D-5116
In glue-down installation, include CRI IAQ Testing Program label for installation adhesives. Carpet over cushion, include CRI IAQ Testing Program label for carpet cushion.
C.
Standard Divider strips: White zinc alloy by ¼ inch.
D.
Sealer: Slip and stain-resistant, penetrating-type sealer complying with NTMA.
E.
Precast Terrazzo Base: 3/4 inch thick by 4 inches high reinforced Portland-cement terrazzo units.
F.
Precast Terrazzo Treads.
SECTION 096712 – FLUID-APPLIED EPOXY FLOORING (MECHANICAL ROOMS – CONTAINMENT) A.
B.
Test Method
Type Yard
SECTION 096623 – RESINOUS MATRIX TERRAZZO FLOORING A.
Minimum Specifications
Resinous flooring system with epoxy body coats. 1. Application Method: Self leveling slurry and broadcast aggregates. 2. Basis-of-Design: Shop Floor-ME; General Polymers a. Comparable Manufacturers 1) Crossfield Products Corp. 2) Stonhard 3) Dur-A-Flex Inc. 4) Key Resin Co. System Characteristics 1. Wearing Surface: Textured (aggregate) for slip resistance. 2. Integral Cove Base: 6 inch high. 3. Overall System Thickness: 1/8 inch.
SECTION 096813 – TILE CARPETING A.
Modular Carpet Tile 1. Carpet: Carpet and Rug Institutes Appearance Retention Rating System of 3.5 ARR.
B.
Carpet Tile
Flammability – Radiant Panel Test
Class I
ASTM E-648
NBS Smoke
<450 Flaming Mode
ASTM E-662
Tuft Bind (dry)
8 lbs, all products (16-20 lbs suggested for unitary backing)
ASTM D-1335
Delamination
Secondary backed products, 3.5 lbs
ASTM D-3936
Dimensional Stability
Removable modular products, 0.2% or less
ISO 2551
Colorfastness: light
4 or better (60 AFU 3 cycles)
AATCC 16-E
Colorfastness: ozone
4 or better after 2 cycles
AATCC 129
Colorfastness: crocking
4 or better (wet & dry)
AATCC 165
Colorfastness: water
4 or better, AATCC Transference Scale (only yarn dyed carpet) (grade change in color and staining)
AATCC 107
Soil Resistant Treatment
Minimum average of 350 ppm fluorine on pile fiber of 3 separate tests
CRI TM-102
145 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
C.
Warranty: 20 years.
a.
SECTION 097510 – MARBLE WINDOW STOOLS A.
Marble window stools: Comply with ASTM C503, classification I Calcite. 1. 7/8 inch thick
B.
Georgia Marble: White Cherokee
b. c.
SECTION 099113 – EXTERIOR PAINTING A.
B.
D.
Steel-High Heat Substrates 1. Heat Resistant Enamel System: MPI EXT 5.2A (Code #5.2) a. Prime Coat: MPI #21. b. Topcoat: Heat resistant enamel finish (semi-gloss) 1) MPI #21. 2) Application: Include, but are not limited to: a) Heat exchangers, breeching, pipes, flues, stacks, etc., with temperature range of up to 400 deg. F. Galvanized-Metal (Non-Ferrous) Substrates 1. Latex System: MPI EXT 5.3A (Code #5.3). a. Prime Coat: Cementitious galvanized-metal primer, MPI #26. b. Intermediate Coat: Exterior latex matching topcoat. c. Topcoat: Exterior latex semigloss. 1) MPI #94 required to meet gloss level specified. 2) Applications: Include, but are not limited to: a) Exterior lintels. c) Miscellaneous exposed metal items, e.g. downspout boots.
SECTION 099123 – INTERIOR PAINTING A.
B.
C.
CMU Substrates: 1. Institutional Low-Odor/VOC Latex System: MPI INT 4.2E. (Code #4.14) a. Prime Coat: Interior/exterior latex block filler. MPI #4. b. Intermediate Coat: Institutional low-odor/VOC interior latex matching topcoat. c. Topcoat: Institutional low-odor/VOC interior latex (semigloss). 1) MPI #145/146, 147 or 148 as required to comply with gloss level specified. 2) Application includes, but is not limited to: a) Typical concrete block walls not subject to high-humidity or abuse. Steel (Ferrous) Substrates 1. Water-Based Dry-Fall System (over shop-applied primer): MPI INT 5.1CC. (Code #5.11). a. Prime Coat: Not applicable. b. Topcoat: Waterborne dry fall. 1) MPI #118. 2) Application includes, but is not limited to: a) Beams and joist. 2. Institutional Low-Odor/VOC Latex System: MPI INT 5.1S. (Code #5.12) a. Prime Coat: Rust-inhibitive primer (water based). MPI #107. 1) Verify compatibility with primer, if shop-applied primer is used. b. Intermediate Coat: Institutional low-odor/VOC interior latex matching topcoat. c. Topcoat: Institutional low-odor/VOC interior latex eggshell. 1) MPI #145/146 or 147 as required to comply with gloss level specified. 2) Application includes, but is not limited to: a) Hollow metal doors, including vision lite kits, frames, door mullions, and astragals. b) Railing and miscellaneous ferrous metal surfaces. c) Access doors.
E.
Prime Coat: Waterborne galvanized-metal primer. MPI #134. 1) Note: Primer may be omitted, if not required by paint manufacturer. Intermediate Coat: Institutional low-odor/VOC interior latex matching topcoat. Topcoat: Institutional low-odor/VOC interior latex (semigloss). 1) MPI #147 or 148 as required to comply with gloss level specified. 2) Application includes, but is not limited to: a) Hollow metal doors, including vision lite kits, frames, door mullions, and astragals.
Gypsum Board Substrates 1. Institutional Low-Odor/VOC Latex System: MPI INT 9.2M. (Code #9.21) a. Prime Coat: Interior latex primer/sealer. MPI #50. b. Intermediate Coat: Institutional low-odor/VOC interior latex matching topcoat. c. Topcoat: Institutional low-odor/VOC interior latex flat. 1) MPI #143/144 2) Application includes, but is not limited to: a) Horizontal gypsum surfaces. 2.
Institutional Low-Odor/VOC Latex System: MPI INT 9.2M. (Code #9.22) a. Prime Coat: Interior latex primer/sealer. MPI #50. b. Intermediate Coat: Institutional low-odor/VOC interior latex matching topcoat. c. Topcoat: Institutional low-odor/VOC interior latex eggshell. 1) MPI #145/146 2) Application includes, but is not limited to: a) Vertical gypsum surfaces where cleaning is not frequently to occur.
3.
Institutional Low-Odor/VOC Latex System: MPI INT 9.2M. (Code #9.23) a. Prime Coat: Interior latex primer/sealer. MPI #50. b. Intermediate Coat: Institutional low-odor/VOC interior latex matching topcoat. c. Topcoat: Institutional low-odor/VOC interior latex semigloss. 1) MPI #147 2) Application includes, but is not limited to: a) Vertical gypsum surfaces where cleaning is likely to occur.
Cotton or Canvas Insulation-Covering Substrates 1. Institutional Low-Odor/VOC Latex System: MPI INT 10.1D. (Code #10.12) a. Prime Coat: Interior latex primer/sealer. MPI #50. b. Intermediate Coat: Institutional low-odor/VOC interior latex matching topcoat. c. Topcoat: Institutional low-odor/VOC interior latex flat. 1) MPI #143/144, 145/146 or 147 as required to comply with gloss level specified. 2) Application includes, but is not limited to: a) Pipe and duct coverings.
SECTION 098400 – ACOUSTICAL WALL TREATMENT A.
Acoustical Wall Panels: Panel construction consisting of facing material adhered to edges and back border of dimensionally stable core; with rigid edges to reinforce panel perimeter against warpage and damage. 1. Facing Material: Woven polyester fabric. 2. Nominal Core Density: 6 to 7 lbs./cu.ft. 3. Nominal Overall Panel Thickness and Noise Reduction Coefficient: 2 inch; NRC 1.00. 4. Mounting: “Z” clips. 5. Manufacturers a. Conweb b. Kinetics Noise Control c. Golterman & Sabo, Inc.
B.
Located in Instrumental, Choir, Meeting House.
SECTION 099600 – HIGH PERFORMANCE COATINGS A.
Galvanized-Metal Substrates 1. Water-Based Dry-Fall System: MPI INT 5.3H. (Code #5.33) a. Prime Coat: Waterborne dry fall. b. Topcoat: Waterborne dry fall. 1) MPI #133 2) Application includes, but is not limited to: a) Overhead decking, pipes, ducts, etc. b) Exposed metal deck. 2. Institutional Low-Odor/VOC Latex System: MPI INT 5.3N. (Code #5.32).
Interior High-Performance Coating Schedule 1. CMU Substrates a. Epoxy Coating System: MPI INT 4.2G. 1) Prime Coat: Epoxy block filler, MPI #116. 2) Intermediate Coat: Epoxy, cold-cured, gloss, MPI #77. 3) Topcoat: Epoxy, cold-cured, gloss, MPI #77. 4) Application includes, but is not limited: Wet environments where additional abrasion resistance is required. b. Water-Based Epoxy Coating System: MPI INT 4.2J (Code #4.224)
146 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
1) 2) 3) 4)
2.
Prime Coat: Interior/exterior latex block filler, MPI #4. Intermediate Coat: Water-based epoxy (interior), semi-gloss, MPI #215. Topcoat: Water-based epoxy (interior), semi-gloss, MPI #215. Application includes, but is not limited to: Dry environments where additional abrasionresistance is required. Gypsum Board Substrates a. Water-Based Epoxy Coating System: MPI INT 9.2F (Code 9.211) 1) Prime Coat: Interior latex primer/sealer, MPI #50. 2) Intermediate Coat: Water-based epoxy (interior and exterior), MPI #115. 3) Topcoat: Water-based epoxy (interior and exterior), MPI #115. 4) Application includes, but is not limited: High traffic areas where frequency cleaning with detergent and industrial cleaners is likely to occur.
c. 2.
3.
SECTION 099623 – ANTI-GRAFFITI COATINGS A.
Work includes application of a clear, breathable, penetrating, non-sacrifical anti-graffiti protective coating treatment work for exposed masonry surfaces. 1. Manufacturers a. Graffiti Control II; ProSoCo, Inc. b. Graffiti Protector; Dayton/Superior c. TagGuard; Degussa Building Systems
B.
Plaque: Cast 1. Metal: Bronze 2. Border Style: Plain bevel 3. Background Texture: Pebble texture 4. Background Finish: Dark statuary finish 5. Size: 20 by 18 inches 6. Manufacturers a. A.R.K. Ramos b. Metal Arts c. Mills Manufacturing
C.
Interior Building Directory: High resolution (600-1200 dip) quality print sandwiched between a 1/8 inch thick matte acrylic (non-glare) front and a 3/32 inch black acrylic backer. 1. Provide one 36 by 45 inch building directory. 2. Manufacturers a. Best Sign Systems b. Mohawk c. ASI - Modulex
DIVISION 10 – SPECIALTIES SECTION 101100 - VISUAL DISPLAY SURFACES A.
Provide porcelain surfaced dry marker boards with aluminum frames in designated rooms. 1. High-gloss finish 2. Chalktray: Box type 3. Map rail: 12 inch, where indicated 4. Aluminum finish: Clear anodized
B.
Provide vinyl covered cork tack boards with aluminum frames in designated rooms. 1. 7/16 inch thick fiberboard backing or 1/2 inch mineral fiberboard.
C.
Tackable Wall Surface; Vinyl Fabric-Faced Tack Wall Panels: 1/2 inch thick fiberboard or 1/2 inch thick mineral fiberboard.
D.
Manufacturers 1. Claridge 2. ADP/Lemco 3. Ghent Manufacturing
SECTION 101426 – POST AND PANEL SIGNAGE (SITE)
SECTION 101205 – CUSTOM DISPLAY CASES A.
Display or trophy cases either made from stock materials or assembled components site-assembled to provide a complete glass cabinet with adjustable shelves.
B.
Cabinet: Top, bottom, and sides constructed from 5/8 inch plywood or 1/2 inch particleboard with surfaced plastic laminate; with tack assembly on back inside surface.
C. D.
E.
A.
Non-illuminated Post and Panel Signs 1. Message Panel Materials a. Aluminum sheet: 0.080 inch thick 1) Panel Finish: Baked enamel 2. Hollow-Box-Type Panel Signs
B.
Posts: Aluminum, direct-burial method.
C.
Manufacturers 1. ASI – Modulex 2. Nelson-Harkins 3. Mills Manufacturing
SECTION 101453 – TRAFFIC SIGNAGE A.
Post Mounted Parking Signs and Stop Signs
Continuous Hinged Glass Doors.
B.
Accessible and traffic signage per IL-DOT
Display Case Shelving Components 1. Adjustable Shelf Standards and Supports: BHMA A156.9, B04071; with shelf rests, B04081 or BHMA A157.9, B04102; with shelf brackets, B04112. 2. Shelving Materials: 3/8 inch clear tempered safety glass shelves.
C.
Aluminum sign on U-channel post.
SECTION 102123 - CUBICLES
Finishes: Class II Clear Anodic Finish
A.
Curtain Tracks: Extruded aluminum, baked-enamel finish 1. Breakaway Carriers 2. Manufacturers a. General Cubicle Co. b. InPro Corp. c. Nelson, A.R. Co.
B.
Curtains
SECTION 101400 – SIGNAGE A.
Backer sheet: Include a solid backer, 1/8 inch thick acrylic sheet for all signs occurring on glass sidelights. Color shall match sign background color. Interior Panel Sign Types a. Capacity signs for places of assembly b. Toilet room handicapped signs c. Interior room names and number signs d. Storage signs e. Wayfinding signs f. Exit signs Manufacturers a. Sign Solutions b. ASI – Modulex c. 2/90 Sign Systems
Panel signs, acrylic panel 1. Unframed panel signs: Fabricate signs with edges mechanically and smoothly finished to comply with the following requirements: a. Edge condition: Eased b. Corner condition: Rounded to a 3/8 inch radius
1. 2. 3.
147 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Fabric: 100 percent polyester Mesh Top: No. 50 nylon mesh Fabric/Fiber
a. b.
Arora FR Trevira CS
E.
SECTION 102113 – SOLID POLYMER TOILET COMPARTMENT A.
Acceptable manufacturers 1. ASI 2. Bobrick 3. Bradley
Solid-polymer units as follows: 1. Toilet enclosures: Overhead supported. 2. Urinal screens: Wall hung.
SECTION 104116 – LOCK BOX
B.
Components: Solid, high density polyethylene or polypropylene panel material. 1. Surface-Burning Characteristics: ASTM E 84, flame-spread; 75 or less.
SECTION 104413 – FIRE EXTINGUISHER CABINETS
C.
Manufacturers 1. Scranton 2. Accurate Partitions 3. General Partitions
A.
A.
SECTION 102226 – OPERABLE PARTITIONS A.
Provide support steel and bulkhead for manually operated partitions.
B.
Manufacturers 1. Hufcor 2. Modernfold 3. Panel Fold
C.
Operable Panel Partition Schedule 1. Operable panel partition at shown on plans: Comply with the following: a. Partition operation and configuration: Manually operated, single panel. b. Panel construction: Faced with steel sheet and tackable panel. 1) STC: 50 c. Finish facing: Steel face with vinyl-coated fabric wall covering complying with CFFA-W-101-B, Type II.
B.
Corner Guards 1. Surface-mounted resilient, plastic corner guards: Assembly consisting of snap-on plastic cover installed over continuous retainer, including mounting hardware, top and bottom caps of resilient plastic. 2. Manufacturers: a. Balco, Inc. b. Construction Specialties, Inc. c. Korogard Wall Protection Systems. 3. Locations: Exposed gypsum wallboard corners.
A.
A.
All-welded athletic lockers. 1. Body: Fabricate from unperforated, cold-rolled steel sheet; 0.0209 inch thick. 2. Frames: Channel formed; fabricated from 0.0528 inch thick, cold-rolled steel sheet. 3. Doors: One-piece or double pan; fabricated from 0.0528 inch thick, cold-rolled steel sheet, perforated doors. 4. Recessed door handle and latch. 5. Locking accessories for padlock 6. Accessories a. Recessed trim b. Filler panels 7. Finish: Powder coat. 8. Athletic Size: 18x18x72 9. PE Sizes: 15x15x15 Boxes next to single tier 15x15x72
B.
Knocked-Down, Standard Metal Corridor Lockers 1. Body: Fabricate from unperforated, cold-rolled steel sheet; 0.0209 inch thick. 2. Frames: Channel formed; fabricated from 0.0528 inch thick, cold-rolled steel sheet. 3. Doors: One-piece or double pan; fabricated from 0.0528 inch thick, cold-rolled steel sheet, vented doors. 4. Recessed door handle and latch. 5. Locking mechanism 6. Accessories a. Recessed trim b. Filler panels 7. 8. Finish: Powder coat. 9. Student Size: 15x15x36 10. Staff Sizes: 12x15x72
C.
Manufacturers
Column Covers: Surface-mounted column covers fabricated from one-piece formed or extruded metal. 1. Stainless steel, type 304, minimum 0.0781 inch (public areas). 2. Steel, minimum 0.0478 inch, prime painted (all locations except public areas).
Provide the following toilet accessories: 1. Grab bars, stainless steel, 1-1/2 inch diameter (36 inch and 48 inch long) 2. Mop and broom holders 3. 24 by 36 inch mirror with stainless steel angle frame 4. Shower accessories: rod, curtain, towel hook, and ADA compliant seat 5. Sanitary napkin dispenser and disposal 6. Hand Dryer’s, electric at multi-fixture restrooms
B.
Warm-air Dryers: Surface mounted 4 inch deep. Infrared sensors, stainless steel cover. 1. At multi-fixture restrooms
C.
Provided by the Owner and installed by the Contractor: Paper towel holders, toilet paper dispensers
D.
Diaper-Changing Station at main public restrooms.
Portable, hand-carried fire extinguishers and mounting brackets for fire extinguishers 1. Multipurpose dry-chemical type: UL-rated 4-A:60-B:C, 10 lb capacity. a. Provide unless otherwise noted. 2. Wet chemical type: K type, UL 2A:1B:C:K. a. Provide at kitchen areas and where noted.
SECTION 105113 – METAL LOCKERS
SECTION 102800 – TOILET, BATH, AND LAUNDRY ACCESSORIES A.
Fire extinguisher cabinets for portable fire extinguishers 1. Cabinet material: steel 2. Fully-recessed cabinet a. Rolled-edge trim: 4 inch backboard depth. 3. Cabinet trim material: Same material and finish as door 4. Door Style a. Flat Front 5. Door glazing: Tempered float glass 6. Door hardware a. Recessed door pull and friction latch b. Continuous hinge 7. Accessories a. Mounting bracket b. Identification 8. Finishes: Stainless Steel 9. Manufacturers a. J.L. Industries; Academy b. Larsen’s Manufacturing; Architectural Series c. Potter Roemer; Alta Series
SECTION 104416 – FIRE EXTINGUISHERS
SECTION 102600 – WALL AND DOOR PROTECTION A.
Basis-of-Design: Heavy duty Series 3200R Knox Box.
holders, soap
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1. 2. 3.
Lyon Penco Republic
D.
SECTION 105126 – SOLID PLASTIC LOCKERS A.
C.
All plastic lockers. 1. Sides, Shelves, Tops, and Bottoms: Constructed from polymer resin formed under high pressure to solid plastic components 1/2 inch thick with homogeneous color. 2. Door Frames: Constructed from polymer resin formed under high pressure to solid plastic components 1/2 inch thick with a homogeneous color 3. Doors: Constructed from polymer resin formed under high pressure to solid plastic components 1/2 inch thick with a homogeneous color. 4. Continuous hinges and latches. 5. Accessories a. Recessed trim with concealed fasteners b. Number plates c. Slope top d. Coat hooks 6. Finish: Manufacturer’s Standard 7. Texture: Smooth
DIVISION 11 – EQUIPMENT SECTION 111300 – LOADING DOCK EQUIPMENT
Manufacturers 1. Scranton 2. Lenox Lockers 3. Ideal Products 4. Sports Unlimited Locker System 5. Design-Tec 6. Comtec Industries 7. Columbia Partitions
A.
Performance Requirements 1. Sun shades shall be factory engineered to withstand wind loads, acting inwards and outwards. 2. Sun shades shall be factory engineered to withstand dead and live loads, acting downward and upward.
B.
Horizontal, Fixed, Extruded-Aluminum Sun Controls 1. Blade: type and size to be determine 2. Outrigger: type and size to be determine 3. Fascia: type and size to be determine
D.
Finish: Provide a two coat Fluorocarbon painted system.
E.
Manufacturers 1. C/S Group 2. Dittmer Architectural Aluminum 3. Intertec 4. Kawneer Company, Inc. 5. Peachtree Protective Coverings
B.
Manufacturers: 1. Advance Lifts, Inc.; Series T. 2. Blue Giant Equipment Corporation; Model ED. 3. Southworth Products; M-Series
Wall Mounted Book Return 1. Basis-of-Design Product: Kingsley; 10-8950 and 50-8500.
SECTION 115119 – BOOK THEFT PROTECTION EQUIPMENT
SECTION 107113 – EXTERIOR SUN CONTROL DEVICES
Location: Western facing windows
Scissors-type hydraulic dock lift: 1. Capacity: 5,000 lbs 2. Vertical Travel: 60 inches maximum. 3. Hydraulic operation. 4. Platform: Heavy steel construction 72 inches by 96 inches. 5. Fixed handrails. 6. Remote control multi-button station. 7. Recessed pit installation.
A.
Coat and Shelf Racks 1. Tubular steel wall racks a. Basis-of-Design: Rigid Rak 350 Series
C.
A.
SECTION 115116 – BOOK DEPOSITORIES
SECTION 105700 – WARDROBE AND CLOSET SPECIALTIES A.
Manufacturers 1. American Flagpole 2. Concord Industries 3. Morgan-Francis
A.
Detection Unit: Basis-of-Design Product: 3M Model 3800 1. Lattice detection panels mounted to the floor
B.
Bookcheck Unit: Sensitize/desensitize unit, 3M Model 955
C.
Media Desensitzer: 3M Model 763 1. Nonelectric, single pass magnetic media desensitizer
D.
Media Resensitizer: 3M Model 2011 1. Nonelectric, single pass magnetic media resensitizer
SECTION 114000 – FOOD SERVICE EQUIPMENT A.
Consultant 1. Food preparation, and food cooking equipment 2. Dishwashing equipment 3. Kitchen hold and make-up air equipment
SECTION 115123 – LIBRARY STACK SYSTEMS
SECTION 107500 - FLAGPOLES
A.
Steel Bracket Shelving: Shelving designed for library use and consisting of two upright support columns per section, with adjustable shelves cantilever-hung by brackets on one or both sides of uprights, and complying with ANSI Z39.73. 1. Configuration: Self-supporting units.
B.
Upright Post Frames: Welded.
C.
Adjustable steel shelves.
A.
Ground-Set Flagpoles 1. Exposed Height: 30 feet 2. Aluminum, cone-tapered 3. Foundation tube
D.
End Panels, Veneer-Faced Panels: 1. Style: Flat, square top. 2. Core: Particleboard. 3. Face: High pressure decorative laminate.
B.
Fittings: Internal Halyard
E.
C.
Finish: Aluminum, natural satin finish
Countertops, Veneer-Faced Panels 1. Core: Particleboard 2. Face: High-pressure decorative laminate.
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F.
Canopy Tops, Veneer-Faced Panels 1. Core: Particleboard 2. Face: High-pressure decorative laminate.
G.
Manufacturers 1. Library Bureau 2. MJ Industries 3. Worden
SECTION 115800 – ART ROOM EQUIPMENT
SECTION 115213 – PROJECTION SCREENS A.
Front projection screens 1. Electrically operated a. Suspended screen b. Large video format screen for stage. c. Low voltage control wiring to interface with technology
B.
Manual Front Projection screens. 1. Wall mounted 2. Video Format
C.
Manufacturers 1. Draper 2. Da-Lite 3. Bretford
A.
Kilns and Accessories
B.
Basis of Design, Excel EX-399 with Select Fire by Amaco. 1. L&L Kilns 2. Skutt. 3. Gare Evenheat.
C.
Characteristics 1. Volume Capacity: 9.92 cubic feet 2. Diameter: 28 inches 3. Internal Depth: 27 inches 4. Electrical: 208-volt,3 phase
D.
Accessories 1. Furniture Kit equal to model 1145X by Amaco 2. Lid Lifter Kit equal to model 25147G by Amaco 3. UL-Listed Vent equal to model 29987H by Amaco
SECTION 116800 – PLAYGROUND EQUIPMENT AND STRUCTURES
D.
A.
Freestanding and Composite Playground Equipment and Structures
B.
Safety Standards 1. ASTM F 1487 2. CPSC No. 325
C.
Manufacturers 1. Landscape Structures 2. Little Tikes Commercial Play Systems Inc. 3. Miracle Recreation Equipment Co. 4. Park Structures, Inc.
Front-projection material: matte-white
SECTION 116143 – STAGE CURTAINS A.
Stage curtains and rigging
B.
Flame resistance rating for the curtains per NFPA 701.
C.
Woven Cotton Velour, Main curtain and valance 1. Medium Weight, 20 oz./linear yard.
D.
Repp, Atlas Oxford, cyclorama and side curtains 1. 100 percent heavyweight cotton woven fabric.
E.
Aluminum curtain tracks for fixed and walk-along manual curtains
F.
Curtain Battens: Steel pipe, Schedule 40.
G.
Suspend battens and track from building structure with cables and chain as required.
SECTION 116113 – ACOUSTICAL SHELLS
SECTION 116600 – ATHLETIC EQUIPMENT A.
Basketball Equipment. 1. Overhead supported backstop including support framing from building structrure. 2. Complete basketball goal assembly including glass backboard, rim, net, padding. 3. Adjustable height unit for goal assembly. 4. Electric operation via keyswitch
B.
Volleyball Equipment. 1. Complete assembly for 1 volleyball court, including aluminum uprights, net, boundary markers, safety padding, officials stand and storage cart. 2. Floor sleeves and cover plates.
C.
Wall padding 1. 2 inch thick multiple-impact-resistant foam padding with fabric covering.
D.
Manufacturers: 1. Porter Athletic Equipment Company. 2. Draper, Inc. 3. Performance Sports Systems, INC.
A.
Orchestra Shell 1. Basis of Design: “Diva” by the Wenger Corporation or equal a. StageRight Corporation b. SECOA 2. Finishes: Manufacturer’s Standard 3. Towers: Side walls and Rear wall 4. Ceiling: Panels a. Store in a vertical position and shall rotate as an entire row to form an angle for performance type
B.
Acoustical (Cloud) Reflectors 1. Basis of Design: “Oviation” acoustical reflectors by the Kinetics Noise Control or equal a. StageRight Corporation b. SECOA c. Wenger d. Acoustical Resources e. RCB System 2. Core/Construction a. 1/2 inch, 5 ply, plywood b. 1-1/2 inch thick resin impregnated filler honeycomb with 3/16 inch hardwood faces c. 1/2 inch fire rated fiber board 3. Finishes: Manufacturer’s Standard 4. Suspension system: chain supported from all 4 corners to pipe battens abovered 5. Noise reduction coefficient: ASTM C423: 0.0
SECTION 116643 – INTERIOR SCOREBOARDS A.
Basis of Design, Model 12750 by Nevco, or equal 1. Daktronics 2. Fair Play 3. All-American 4. Sportable Scoreboards
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B.
C.
Characteristics 1. Size: 8 feet by 6 feet high by 8 inches deep 2. Features: Scoring for basketball, volleyball, and wrestling 3. Wireless Control Center 4. LED lamps with protective cover 5. Power a. Scoreboard: 120-240 volts, 158 watts b. Control Center: 120 volts, 12 watts, 50/60 Hz. 6. Sponsor Panel a. Type AD b. 2 feet high by width of scoreboard
6.
DIVISION 12 – FURNISHINGS SECTION 122113 – HORIZONTAL LOUVER BLINDS
Accessories 1. Shot clocks 2. Stat panels 3. Team name panel
SECTION 116800 – PLAYGROUND EQUIPMENT AND STRUCTURES A.
B.
C.
Freestanding and Composite Playground Equipment and Structures. 1. Swings 2. Regular and tunnel slides. 3. Climbing structure. 4. Wood fiber surfacing. 5. Tetherball 6. Painted playground games. 7. Climbing wall. 8. Fire poles 9. See saws
B.
A.
Horizontal louver blinds with aluminum slats.
B.
Aluminum slats: 1 inch.
C.
Operation: Manual with lift cords and tilt with plastic wand
D.
Mounting: Between jamb mounting.
E.
Location: Interior borrowed lites.
SECTION 122413– ROLLER WINDOW SHADES
Safety Standards 1. ASTM F 1487 2. CPSC No. 325 Manufacturers 1. Landscape Structures 2. Little Tikes Commercial Play Systems Inc. 3. Miracle Recreation Equipment Co. 4. Park Structures, Inc.
SECTION 116833 – ATHLETIC FIELD EQUIPMENT A.
Softball Field Components 1. Skinned Infield mixes 2. Backstop 3. Prefab Dugouts 4. Player Benches 5. Homplate, bases, and pitcher rubber 6. Windscreen
A.
Basis of Design: Flexshade, by Draper or equal 1. MechoShade Systems 2. Lutron Electronics. 3. Hunter Douglas
B.
Shade Material: PVC coated fiberglass 1. Material Openness a. 3% percent: east, west, and south openings b. 5% percent: north openings
C.
Rollers: Concealed components
D.
Fascia: Conceal the rollers.
E.
Mounting: Between jamb mounting and secured at head condition.
F.
Operation: a. Manual with lift cords and tilt with plastic wand at academics b. Electronic at large openings, which include gymnasium, meeting house, etc.
G.
Location: Exterior windows at occupied spaces.
SECTION 123200 – MANUFACTURED WOOD (PLASTIC LAMINATE) CASEWORK
Re-installation of existing Track discus and shot put items.
A.
Provide plastic laminate casework per AWI “Custom” standards. 1. Particleboard: ANSI A208.1, Grade M-2-Exterior Glue. 2. Plastic Laminate: NEMA LD3 3. Edgebanding: PVC, 3 mm at doors and drawer fronts, 1 mm thick elsewhere.
B.
Minimum hardware requirements: 1. Accuride ball bearing slides on drawers and designated shelves. 2. Stanley HT five knuckle hinges 3. Wire pulls on drawers and doors
SECTION 116843 – EXTERIOR SCOREBOARDS A.
Basis of Design, Model 1506 by Nevco, or equal 1. Daktronics 2. Fair Play 3. All-American 4. Sportable Scoreboards
B.
Characteristics 1. Size: 24 feet by 8 feet high by 8 inches deep 2. Features: Line scoring 3. Wireless Control Center 4. LED lamps with protective cover 5. Power a. Scoreboard: 120 volts, 3.1 amps
b. Control Center: 120 volts, 12 watts, 50/60 Hz. Sponsor Panel a. Type AD b. 2 feet high by 24 feet
4. 5. 6.
K & V adjustable shelving hardware Wire mold grommets as required Locks on all doors and drawers
C.
Provide plastic laminate tops, back and splashes. 1. Provide adjustable metal clamping devices to anchor back splashes to tops. 2. Edges: 3mm PVC
D.
Epoxy resin countertops, sinks, and table tops for Science Areas.
E.
Specialty Casework 1. Music casework with plastic shelving and wire grille doors. 2. Mailbox units.
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3. F.
G.
Computer workstations
C.
Science Specialties 1. Laboratory Accessories. 2. Wall cabinet glass doors. 3. Pegboards 4. Workstations 5. Gas turret 6. Fume Hood a. ADA Compliant b. Constant Volume
SECTION 129300 – INTERIOR AND EXTERIOR PLANTERS
Manufacturers 1. TMI 2. Stevens 3. LSI
Carpet Tile 1. Indoor Air Quality: CRI IAQ Certification “Green Label Plus”. 2. Flammability-Radiant Panel Test: Class I, ASTM E 648. 3. NBS Smoke: <450 flaming mode, ASTM E 662.
SECTION 125651 – LIBRARY FURNITURE A.
Wood construction library furniture to match the library stack system.
B.
Tables with plastic laminate tops and wood edge.
C.
Wood seating, display cubes, book trucks, computer terminals and specialty library furniture.
A.
Freestanding planters 1. Type: Floor mounted 2. Material: Metal 3. Size: To be determined 4. Liners: Zinc Coated
B.
Locations: Main Street, Research, Cafeteria, and Exterior Plazas.
SECTION 129300 – SITE FURNISHINGS AND AMENITIES
SECTION 124813 – ENTRANCE FLOOR MATS A.
A.
Benches: Bench with a diamond weave pattern, with plastic coating and in-ground mounting.
B.
Bike Rack; Frame: Galvanized steel 1. Pipe or Tubing OD: Not less than 1-5/8 inches. 2. Locking Bars: Solid round bar, not less than 3/4 inch in diameter.
C.
Tables and Trash Receptacles
D.
Steel post bollards, galvanized schedule 40. 1. Location: Dumpster and garage entrance.
E.
Manufacturers: 1. Wabash Valley 2. Du-Mor 3. Victor Stanley
F.
Sun Shades System 1. Locations: Exterior Plazas 2. Post and Cabling system 3. Fabric to provide shade from solar gain at east facing windows and reflective qualities for daylighting west face windows.
SECTION 126113 – UPHOLSTERED AUDIENCE SEATING A.
B.
Basis of Design: Citation, Model 41286 by Irwin Seating Company or equal 1. Seating Concepts 2. Hussey Seating Co. 3. American Seating 4. KI
DIVISION 13 – SPECIAL CONSTRUCTION SECTION 133416 – GRANDSTANDS AND BLEACHERS
Characteristics 1. Upholstered seat and back 2. Chair Width: 21” minimum 3. Back Pitch 4. Self-Rising Seat Mechanism 5. Row Lettering and Chair Number plate 6. Armrests 7. Accessible Seating 8. Aisle Lights 9. Mounting: Riser Mounted
A.
Grandstands at Football Field 1. Elevated front walkway 2. Fully closed deck 3. Clear anodized seat board and powder coated color risers. 4. Handicap ramp and stairs 5. Anodized aluminum guardrail
B.
Bleachers at Softball Field 1. Sits on a concrete pad 2. Fully closed deck 3. Clear anodized seat board and risers. 4. Anodized aluminum guardrail
C.
Materials: 1. Steel: ASTM A 572-50 2. High Strength Bolts and Nuts: ASTM A 325 Steel 3. Standard Bolts and Nuts: ASTM A-307 4. Aluminum: Extruded alloy 6061-T6 or 6063-T6
D.
Finishes: 1. Steel and Galvanized Steel Finishes: Factory Primer 2. Aluminum: Class II, Clear Anodic Finish 3. Painted: Baked-on electrostatically applied
E.
Accessories:
SECTION 126600 – TELESCOPING STANDS A.
B.
Manufacturers: 1. Hussey Seating Company. 2. Interkal LLC. 3. Irwin Folding Bleacher Company.
Telescoping Stands: Operable systems of multiple-tiered seating on interconnected folding platforms that close, without being dismantled, into a nested stack for storing. Stand units permit opening and closing of adjacent rows, allow individual and collective rows to be locked open for use, and close with vertical faces or upper skirts on the same vertical plane. 1. Wall-attached, electrical operation. 2. Row spacing: 24 inches 3. Row Rise: 9-5/8 inch to 10-1/2 inch. 4. Seats: Molded polyethylene plastic with contour seat surface, 12 inches deep. Accessories: 1. Aisles with folding aisle handrails and intermediate aisle steps. 2. End rails that are telescoping and self-storing. 3. Recoverable accessible seating truncations. 4. Front rails as required by configuration and accessible seating locations. 5. End panels.
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1. F.
Pressbox
4.
Manufacturers: 1. Dant Clayton Corporation. 2. E & D Specialty Stands, Inc. 3. All Star Bleachers, Inc. 4. Southern Bleacher Company 5. Sturdisteel 6. Steel Stadiums
E.
Capable of having only a section of 12’ deep by 40’ wide rectangular stage at one end of the movable floor for “Black Box” performances.
Performance Criteria for Orchestra Pit: 1. Capable of being raised to become level with the stage.
DIVISION 14 – CONVEYING EQUIPMENT SECTION 142400 – HYDRAULIC ELEVATORS A.
Elevator Description: 1. Basis-of-Design: AMEE 35. 2. Type: Twinpost, telescoping, dual cylinder. 3. Rated Load: 3500 lb. 4. Rated Speed: 75 or 80 fpm. 5. Operation System: Single automatic (TAC 20) operation. 6. Auxiliary Operations: a. Battery-powered lowering. 7. Security Features: Card-reader operation. 8. Car Enclosures: a. Inside Width: 80 inches from side wall to side wall. b. Inside Depth: 65 inches from back wall to front wall (return panels). c. Inside Height: 94 inches to underside of ceiling. d. Front Walls (Return Panels): Satin stainless steel, No. 4 finish with integral car door frames. e. Car Fixtures: Satin stainless steel, No. 4 finish. f. Side and Rear Wall Panels: Plastic laminate. g. Reveals: Satin stainless steel, No. 4 finish. h. Door Faces (Interior): Satin stainless steel, No. 4 finish. i. Door Sills: Aluminum, mill finish. j. Ceiling: Luminous ceiling. k. Handrails: 1/2 by 2 inches rectangular satin stainless steel, No. 4 finish at sides and rear of car. l. Floor prepared to receive resilient tile (specified in Division 09 Section "Resilient Tile Flooring"). 9. Hoistway Entrances: a. Width: 42 inches. b. Height: 84 inches. c. Type: Single-speed side sliding. d. Fire-Protection Rating: 1-1/2 hours with 30-minute temperature rise of 450 deg F (250 deg C). e. Frames: Satin stainless steel, No. 4 finish. f. Doors: Satin stainless steel, No. 4 finish. g. Sills: Aluminum, mill finish. 10. Hall Fixtures: Satin stainless steel, No. 4 finish. 11. Additional Requirements: a. Provide inspection certificate in each car, mounted under acrylic cover with frame made from satin stainless steel, No. 4 finish. b. Provide blanket hooks and one complete set(s) of full-height protective blankets. 12. Electrical Characteristics a. 30 hp.
SECTION 144600 – HYDRAULIC (MOVABLE) FLOORS A.
Basis-of-Design: ADM Movable Floor Systems
B.
Floor Stairway lifts shall comply with ASME A18.1 standard for lifts in public installations.
C.
Location: Meeting House and Orchestra Pit
D.
Performance Criteria for Meeting House: 1. Capable of being slope from 2’ below stage level up to the main level of school with the necessary transitions. 2. Capable of being a flat floor at various elevations with transitions to support community events, dance, and worship. 3. Capable of having only a section of 24’ diameter stage at the center of the movable floor for “Theatre-in-theRound” performances.
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DIVISION 21
DIVISION 22 DIVISION 22 – PLUMBING SYSTEMS
DIVISION 21 – FIRE SUPPRESSION
SECTION 220500 – COMMON WORK RESULTS FOR PLUMBING SECTION 210500 - COMMON WORK RESULTS FOR FIRE SUPPRESSION
A. A.
This Section includes the following: 1. Piping materials and installation instructions common to fire protection piping systems. 2. Mechanical sleeve seals. 3. Sleeves. 4. Escutcheons. 5. Grout. 6. Fire-suppression equipment and piping demolition. 7. Equipment installation requirements common to equipment sections. 8. Painting and finishing. 9. Supports and anchorages.
This Section includes the following: 1. Transition fittings. 2. Dielectric fittings. 3. Mechanical sleeve seals. 4. Sleeves. 5. Escutcheons. 6. Plumbing demolition. 7. Equipment installation requirements common to equipment sections. 8. Concrete housekeeping pads. 9. Supports and anchorages.
SECTION 220513 – COMMON MOTOR REQUIREMENTS FOR PLUMBING
SECTION 211000 - WATER-BASED FIRE-SUPPRESSION SYSTEMS. A.
This Section includes the following fire-suppression piping, equipment and appurtenances inside the building: 1. Wet-pipe automatic sprinkler systems. 2. Supervised valves, flow switches, fire department connection, electrically supervised post indicator valve, double check valve assembly. 3. Reworking of existing piping as required to accommodate the new floor plan arrangement. 4. Compliance with NFPA 13, all applicable state and local codes and the authority having jurisdiction.
A.
SECTION 220519 – METERS AND GAGES FOR PLUMBING PIPING
SECTION 213216 - HORIZONTAL SPLIT CASE FIRE PUMPS A.
Section includes general requirements for single-phase and poly-phase, general-purpose, horizontal, small and medium, squirrel-cage induction motors for use on ac power systems up to 600 V and installed at equipment manufacturer's factory or shipped separately by equipment manufacturer for field installation.
This Section includes horizontal split case fire pumps and the following: 1. Fire-pump controllers. 2. Fire-pump accessories and specialties. 3. Pressure-maintenance pumps, controllers, accessories, and specialties. 4. Alarm panels.
A.
Section Includes: 1. Thermometers. 2. Gages. 3. Test plugs.
B.
Related Sections: 1. Division 22 Section "Facility Water Distribution Piping" for domestic and fire-protection water service meters outside the building. 2. Division 22 Section "Domestic Water Piping" for domestic and fire-protection water service meters inside the building. 3. Division 23 Section "Facility Natural-Gas Piping" for gas meters.
SECTION 220523 – GENERAL-DUTY VALVES FOR PLUMBING PIPING A.
Section Includes: 1. Gate valves. 2. Globe valves. 3. Drain valves. 4. Ball valves. 5. Butterfly valves. 6. Check valves.
B.
Related Sections: 1. Division 22 plumbing piping Sections for specialty valves applicable to those Sections only. 2. Division 22 Section "Identification for Plumbing Piping and Equipment" for valve tags and schedules. 3. Division 33 water distribution piping Sections for general-duty and specialty valves for site construction piping.
SECTION 220529 – HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT A.
This Section includes the following hangers and supports for plumbing system piping and equipment: 1. Steel pipe hangers and supports. 2. Trapeze pipe hangers. 3. Metal framing systems. 4. Fastener systems. 5. Pipe stands. 6. Equipment supports.
B.
Related Sections include the following:
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1. 2. 3. 4.
Division 05 Section "Metal Fabrications" for structural-steel shapes and plates for trapeze hangers for pipe and equipment support. Division 21 Section "Water-Based Fire-Suppression Systems" for pipe hangers for fire-suppression piping. Division 22 Section "Expansion Fittings and Loops for Plumbing Piping" for pipe guides and anchors. Division 22 Section "Vibration and Seismic Controls for Plumbing Piping and Equipment" for vibration isolation devices.
C.
SECTION 221123 – DOMESTIC WATER PUMPS
SECTION 220553 – IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT A.
Section Includes: 1. Equipment labels. 2. Warning signs and labels. 3. Pipe labels. 4. Stencils. 5. Valve tags. 6. Warning tags.
B.
Section Includes: 1. Insulation Materials for Piping and Equipment: a. Provide the labor, materials, equipment, appliances, services and transportation, and perform operations in connection with the construction and installation of the Work. Work shall be as herein specified and as denoted on the accompanying Drawings. Related Sections include the following: 1. Division 23 Section "HVAC Insulation."
SECTION 221113 – FACILITY WATER DISTRIBUTIOIN PIPING A.
A.
This Section includes the following all-bronze and bronze-fitted centrifugal pumps for domestic cold- and hot-water circulation: 1. Close-coupled, in-line, seal-less centrifugal pumps.
B.
Related Sections include the following: 1. Division 22 Section "Domestic-Water Packaged Booster Pumps" for booster systems.
SECTION 221123.13 – DOMESTIC-WATER PACKAGES BOOSTER PUMPS
SECTION 220700 – PLUMBING INSULATION A.
Related Sections include the following: 1. Division 22 Section "Meters and Gages for Plumbing Piping" for thermometers, pressure gages, and flow meters in domestic water piping. 2. Division 22 Section "Domestic Water Piping" for water meters.
A.
The Contractor shall provide labor, materials, equipment, appliances, services and transportation, and perform operations in connection with construction and installation of the Work.
B.
The extent of the work involved will be to provide a complete domestic water pressure booster system to provide adequate water pressure in the building.
C.
The booster system shall include, but not be limited to, pumps and control panel, header piping, valves, pressure tank, and prewiring of controls to pumps.
D.
Related Sections include the following: 1. Division 22 Section "Domestic Water Pumps" for domestic water circulation pumps.
SECTION 221316 – SANITARY WASTE AND VENT PIPING SYSTEM
This Section includes water-distribution piping and related components outside the building for combined water service and fire-service mains.
A.
This Section includes the following for soil, waste, and vent piping inside the building: 1. Pipe, tube, and fittings. 2. Floor drains. 3. Cleanouts. 4. Precast trench drain and catch basin system. 5. Adapter fittings.
B.
Related Sections include the following: 1. Division 22 Section "Sanitary Sewerage Pumps." 2. Division 22 Section "Chemical Waste Systems for Laboratory and Healthcare Facilities" for chemical-waste and vent piping systems.
SECTION 221116 – DOMESTIC WATER PIPING A.
This Section includes domestic water piping and water meters inside the building.
B.
Water meters will be furnished and installed by utility company.
C.
Water meters will be furnished by utility company for installation by Contractor.
D.
Related Sections include the following: 1. Division 22 Section "Meters and Gages for Plumbing Piping" for thermometers, pressure gages, and fittings. 2. Division 22 Section "Facility Water Distribution Piping" for water-service piping and water meters outside the building from source to the point where water-service piping enters the building. 3. Division 22 Section "Domestic Water Piping Specialties" for water distribution piping specialties.
SECTION 221323 – SANITARY WASTE INTERCEPTORS A.
SECTION 221119 – DOMESTIC WATER PIPING SPECIALTIES
This Section includes the following types of interceptors: 1. Precast concrete grease interceptors.
SECTION 221329 – SANITARY SEWERAGE PUMPS
A.
The Contractor shall provide labor, materials, equipment, appliances, services and transportation, and perform operations in connection with construction and installation of the Work. Work shall be as herein specified and as denoted on the accompanying Drawings.
B.
This Section includes the following domestic water piping specialties: 1. Reduced pressure principle backflow preventers. 2. Double-check valve assemblies. 3. Pressure type vacuum breakers. 4. Thermostatic mixing valves. 5. Clothes washer connection boxes. 6. Hose bibbs. 7. Wall hydrants. 8. Clay traps. 9. Water hammer arresters.
A.
This Section includes the following sewage pumps and accessories for sanitary drainage piping systems in buildings: 1. Sewage pump basins. 2. Packaged, submersible sewage pump units.
SECTION 221413 – FACILITY STORM DRAINAGE PIPING A.
This Section includes the following storm drainage piping inside the building: 1. Pipe, tube, couplings, and fittings. 2. Cleanouts. 3. Adaptor fittings. 4. Roof drains. 5. Miscellaneous storm drainage piping specialties. 6. Flashing materials.
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B.
Related Sections include the following: 1. Division 22 Section "Sump Pumps."
A.
SECTION 221429 – SUMP PUMPS A.
Section Includes: 1. Above and below ground acid waste and vent piping. 2. Acid neutralization tanks.
This Section includes the following sump pumps and accessories, inside the building, for building storm drainage systems: 1. Submersible sump pumps. 2. Sump pump basins. 3. Related Sections include the following: 4. Division 22 Section "Sanitary Sewerage Pumps" for application in sanitary drainage systems.
SECTION 223100 – DOMESTIC WATER SOFTENERS A.
This Section includes commercial water softeners and brine tanks. 1. Fiberglass reinforced water softeners and brine tanks. 2. The Contractor shall provide complete from inlet to outlet an automatic, electronic demand, water softener system incorporating softening tank and brine tank for softening of the domestic cold water for service to the kitchen.
SECTION 223400 – ELECTRIC HEAT PUMP DOMESTIC WATER HEATERS A.
This Section includes the following water heaters: 1. Electric heat pump.
SECTION 224000 – PLUMBING FIXTURES A.
This Section includes the following conventional plumbing fixtures and related components: 1. Drinking water coolers. 2. Drinking fountains. 3. Flushometers. 4. Toilet seats. 5. Fixture supports. 6. Water closets. 7. Urinals. 8. Lavatories. 9. Commercial sinks. 10. Wash fountains. 11. Showers. 12. Sinks. 13. Floor service sinks. 14. Wall service sinks.
SECTION 224500 – EMERGENCY PLUMBING FIXTURES A.
This Section includes the following emergency plumbing fixtures: 1. Emergency showers. 2. Eye/face wash equipment. 3. Combination units. 4. Water-tempering equipment.
B.
Related Sections include the following: 1. Division 22 Section "Domestic Water Piping Specialties" for backflow preventers. 2. Division 22 Section "Sanitary Waste Piping Specialties" for floor drains.
SECTION 224700 – DRINKING FOUNTAINS AND WATER COOLERS A.
This Section includes the following drinking fountains and water coolers and related components: 1. Drinking fountains. 2. Drinking water coolers. 3. Fixture supports.
SECTION 226600 – CHEMICAL-WASTE AND VENT SYSTEMS
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DIVISION 23 DIVISION 23 – MECHANICAL SYSTEMS
17. 18. 19. 20. 21.
SECTION 230500 - COMMON WORK RESULTS FOR HVAC A.
Section includes the following: 1. Piping materials and installation instructions common to most piping systems. 2. Transition fittings. 3. Dielectric fittings. 4. Mechanical sleeve seals. 5. Sleeves. 6. Escutcheons. 7. Grout. 8. HVAC demolition. 9. Equipment installation requirements common to equipment sections. 10. Painting and finishing. 11. Concrete bases. 12. Supports and anchorages.
SECTION 230529 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT A.
SECTION 230513 - COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT A.
A.
SECTION 230516 - EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING Section Includes: 1. Metal-bellows expansion joints. 2. Expansion compensators. 3. Rubber expansion joints. 4. Flexible-hose expansion joints. 5. Packed slip expansion joints. 6. Flexible ball joints. 7. Pipe bends and loops. 8. Alignment guides and anchors.
A.
Section Includes: 1. Thermometers. 2. Gages. 3. Test plugs. 4. Flowmeters. 5. Thermal-energy meters
SECTION 230523 - GENERAL-DUTY VALVES FOR HVAC PIPING A.
Section includes the following: 1. Isolation pads. 2. Isolation mounts. 3. Restrained elastomeric isolation mounts. 4. Freestanding and restrained spring isolators. 5. Housed spring mounts. 6. Elastomeric hangers. 7. Spring hangers. 8. Spring hangers with vertical-limit stops. 9. Pipe riser resilient supports. 10. Resilient pipe guides. 11. Restrained vibration isolation roof-curb rails. 12. Restraining braces and cables. 13. Steel and inertia, vibration isolation equipment bases.
SECTION 230553 - IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT
SECTION 230519 - METERS AND GAGES FOR HVAC PIPING A.
Section includes the following hangers and supports for HVAC system piping and equipment: 1. Steel pipe hangers and supports. 2. Trapeze pipe hangers. 3. Fiberglass pipe hangers. 4. Metal framing systems. 5. Fiberglass strut systems. 6. Thermal-hanger shield inserts. 7. Fastener systems. 8. Pipe stands. 9. Equipment supports.
SECTION 230548 - VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT
Section includes general requirements for single-phase and polyphase, general-purpose, horizontal, small and medium, squirrel-cage induction motors for use on ac power systems up to 600 V and installed at equipment manufacturer's factory or shipped separately by equipment manufacturer for field installation. Copyright 2005 by The American Institute of Architects (AIA)
A.
Bronze globe valves. Iron globe valves. Lubricated plug valves. Eccentric plug valves. Chainwheels.
Section Includes: 1. Equipment labels. 2. Warning signs and labels. 3. Pipe labels. 4. Duct labels. 5. Stencils. 6. Valve tags. 7. Warning tags.
SECTION 230593 - TESTING, ADJUSTING, AND BALANCING FOR HVAC
Section Includes: 1. Bronze angle valves. 2. Brass ball valves. 3. Bronze ball valves. 4. Iron ball valves. 5. Iron, single-flange butterfly valves. 6. Iron, grooved-end butterfly valves. 7. High-performance butterfly valves. 8. Bronze lift check valves. 9. Bronze swing check valves. 10. Iron swing check valves. 11. Iron swing check valves with closure control. 12. Iron, grooved-end swing-check valves. 13. Iron, center-guided check valves. 14. Iron, plate-type check valves. 15. Bronze gate valves. 16. Iron gate valves.
A.
Section Includes: 1. Air Systems: a. Constant-volume air systems. b. Dual-duct systems. c. Variable-air-volume systems. d. Multizone systems. e. Induction-unit systems. 2. Hydronic Piping Systems: a. Constant-flow systems. b. Variable-flow systems. c. Primary-secondary systems. 3. Steam systems. 4. HVAC equipment quantitative-performance settings. 5. Kitchen hood airflow balancing. 6. Laboratory fume hood airflow balancing. 7. Exhaust hood airflow balancing. 8. Space pressurization testing and adjusting. 9. Vibration measuring. 10. Sound level measuring.
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11. 12. 13. 14. 15. 16.
Stair-tower pressurization testing and adjusting. Smoke-control systems testing and adjusting. Indoor-air quality measuring. Existing systems TAB. Verifying that automatic control devices are functioning properly. Reporting results of activities and procedures specified in this Section.
2. 3. 4. B.
SECTION 230700 - HVAC INSULATION A. 1.
2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14.
Armstrong Pumps Inc. Aurora Pump; Division of Pentair Pump Group. Bell & Gossett; Div. of ITT Industries. Patterson Pump Co.; a Subsidiary of The Gorman-Rupp Co. Peerless Pump; a Member of the Sterling Fluid Systems Group. Taco, Inc. Weinman; Div. of Crane Pumps & Systems.
SECTION 232300 - REFRIGERANT PIPING A. This Section includes refrigerant piping used for air-conditioning applications. SECTION 232500 - HVAC WATER TREATMENT A.
This Section includes the following HVAC water-treatment systems: 1. Bypass chemical-feed equipment and controls. 2. Chemical treatment test equipment. 3. HVAC water-treatment chemicals.
B.
Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Ampion Corp. 2. Anderson Chemical Co, Inc. 3. Aqua-Chem, Inc.; Cleaver-Brooks Div. 4. Barclay Chemical Co.; Water Management, Inc. 5. GE Betz. 6. GE Osmonics. 7. H-O-H Chemicals, Inc. 8. Metro Group. Inc. (The); Metropolitan Refining Div. 9. ONDEO Nalco Company. 10. Watcon, Inc.
SECTION 230900 - INSTRUMENTATION AND CONTROL FOR HVAC A.
Manufacturers: 1. 2. 3. 4. 5. 6. 7.
Section Includes: Insulation Materials: a. Calcium silicate. b. Cellular glass. c. Flexible elastomeric. d. Mineral fiber. e. Phenolic. f. Polyisocyanurate. g. Polyolefin. h. Polystyrene. Fire-rated insulation systems. Insulating cements. Adhesives. Mastics. Lagging adhesives. Sealants. Factory-applied jackets. Field-applied fabric-reinforcing mesh. Field-applied cloths. Field-applied jackets. Tapes. Securements. Corner angles.
Separately coupled, base-mounted, end-suction centrifugal pumps. Separately coupled, base-mounted, double-suction centrifugal pumps. Automatic condensate pump units.
This section includes control equipment for HVAC systems and components, including control components for terminal heating and cooling units not supplied with factory-wired controls.
SECTION 230993 - SEQUENCE OF OPERATIONS FOR HVAC CONTROLS
SECTION 233113 - METAL DUCTS A.
This Section includes control sequences for HVAC systems, subsystems, and equipment.
SECTION 232113 - HYDRONIC PIPING A.
This Section includes pipe and fitting materials, joining methods, special-duty valves, and specialties for the following: 1. Hot-water heating piping. 2. Chilled-water piping. 3. Dual-temperature heating and cooling water piping. 4. Condenser-water piping. 5. Glycol cooling-water piping. 6. Makeup-water piping. 7. Condensate-drain piping. 8. Blowdown-drain piping. 9. Air-vent piping. 10. Safety-valve-inlet and -outlet piping.
A.
This Section includes metal ducts for supply, return, outside, and exhaust air-distribution systems in pressure classes from minus 2- to plus 10-inch.
B.
Metal ducts include the following: 1. Rectangular ducts and fittings. 2. Single-wall, round, and flat-oval spiral-seam ducts and formed fittings. 3. Double-wall, round, and flat-oval spiral-seam ducts and formed fittings. 4. Duct liner.
SECTION 233116 - NONMETAL DUCTS A.
SECTION 232113.33 - GROUND-LOOP HEAT-PUMP PIPING A.
This Section includes piping for vertical, direct-buried, ground-loop, heat-pump systems that operate between 35 and 100 deg F.
SECTION 233119 - HVAC CASINGS
SECTION 232123 - HYDRONIC PUMPS A.
This Section includes the following: 1. Separately coupled, vertical, in-line centrifugal pumps.
Section includes the following: 1. Fibrous-glass ducts. 2. Thermoset FRP ducts. 3. Thermoplastic ducts (PVC). 4. Concrete ducts.
A.
This Section includes HVAC casings for field-erected air-handling systems and for housing mechanical equipment.
SECTION 233300 - AIR DUCT ACCESSORIES A.
Section Includes: 1. Backdraft and pressure relief dampers. 2. Barometric relief dampers. 3. Manual volume dampers. 4. Control dampers.
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5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. B.
Fire dampers. Ceiling dampers. Smoke dampers. Combination fire and smoke dampers. Corridor dampers. Flange connectors. Duct silencers. Turning vanes. Remote damper operators. Duct-mounted access doors. Flexible connectors. Flexible ducts. Duct security bars. Duct accessory hardware.
4.
SECTION 237200 - AIR-TO-AIR ENERGY RECOVERY EQUIPMENT
Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Air Balance Inc.; a division of Mestek, Inc. 2. American Warming and Ventilating; a division of Mestek, Inc. 3. Cesco Products; a division of Mestek, Inc. 4. Duro Dyne Inc. 5. Greenheck Fan Corporation. 6. Lloyd Industries, Inc. 7. Nailor Industries Inc. 8. NCA Manufacturing, Inc. 9. Pottorff; a division of PCI Industries, Inc. 10. Ruskin Company. 11. SEMCO Incorporated. 12. Vent Products Company, Inc.
A.
Section Includes: 1. Heat wheels. 2. Heat-pipe heat exchangers. 3. Fixed-plate sensible heat exchangers. 4. Fixed-plate total heat exchangers. 5. Packaged energy recovery units.
B.
Basis-of-Design Product: Subject to compliance with requirements, provide product by one of the following: 1. Advanced Thermal Technologies. 2. Airxchange. 3. American Energy Exchange, Inc. 4. Loren Cook Company. 5. SEMCO Incorporated. 6. Trane; American Standard Inc.
SECTION 237313 - MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS A.
Section Includes: 1. Constant-air-volume, single-zone air-handling units. 2. Variable-air-volume, single-zone air-handling units.
B.
Basis-of-Design Product: Subject to compliance with requirements, provide product by one of the following: 1. Carrier Corporation; a member of the United Technologies Corporation Family. 2. Engineered Air. 3. McQuay International 4. Trane; American Standard Inc. 5. YORK International Corporation.
SECTION 233423 - HVAC POWER VENTILATORS A.
B.
Section includes the following: 1. Centrifugal roof ventilators. 2. Ceiling-mounting ventilators. 3. In-line centrifugal fans.
SECTION 238123 - COMPUTER-ROOM AIR-CONDITIONERS
Manufacturers: 1. Acme Engineering & Mfg. Corp. 2. Greenheck. 3. Loren Cook Company. 4. Penn Ventilation.
A.
This Section includes the following types of computer-room air-conditioning units: 1. Ceiling-mounting units. 2. Console units.
B.
Manufacturers: 1. Carrier Corp. 2. Compu-Aire, Inc. 3. Data Aire Inc. 4. IPAC, Inc. 5. Koldwave/Mestek. 6. Liebert Corporation. 7. McQuay International. 8. Pomona Air. 9. Stulz Investment Corp. of America. 10. Trane Company (The); North American Commercial Group.
SECTION 233713 - DIFFUSERS, REGISTERS, AND GRILLES A.
Penn Ventilation.
This Section includes ceiling- and wall-mounted diffusers, registers, and grilles. 1. Manufacturers: a. A-J Manufacturing Co., Inc.. b. Carnes. c. Dayus Register & Grille. d. Hart & Cooley, Inc.; Hart & Cooley Div. e. Krueger. f. METALAIRE, Inc.; Metal Industries Inc. g. Nailor Industries of Texas Inc. h. Price Industries. i. Titus. j. Tuttle & Bailey.
SECTION 238126 – VARIABLE REFRIGERANT FLOW A.
This Section includes: 1. Water-Cooled 2. Heat recovery unit 3. Coil section 4. Air filtration section
B.
Manufacturers 1. LG. 2. Mitsubishi. 3. Sanyo. 4. Daikin.
SECTION 233723 - HVAC GRAVITY VENTILATORS A.
This Section includes the following types of roof-mounting intake and relief ventilators: 1. Louver penthouses. 2. Roof hoods. 3. Goosenecks.
B.
Manufacturers: 1. Acme Engineering & Mfg. Corp. 2. Greenheck. 3. Loren Cook Company.
SECTION 238239 - UNIT HEATERS A.
Section Includes:
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DIVISION 26 1. 2. B.
C.
Propeller unit heaters with electric-resistance heating coils. Wall and ceiling heaters with propeller fans and electric-resistance heating coils.
DIVISION 26 – ELECTRICAL SYSTEMS
Cabinet Unit Heaters Basis-of-Design Product: Subject to compliance with requirements, provide product by one of the following: 1. Airtherm; a Mestek Company. 2. Berko Electric Heating; a division of Marley Engineered Products. 3. Chromalox, Inc.; a division of Emerson Electric Company. 4. Markel Products; a division of TPI Corporation. 5. Marley Electric Heating; a division of Marley Engineered Products. 6. QMark Electric Heating; a division of Marley Engineered Products. Propeller Unit Heaters Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Airtherm; a Mestek Company. 2. Berko Electric Heating; a division of Marley Engineered Products. 3. Chromalox, Inc.; a division of Emerson Electric Company. 4. Markel Products; a division of TPI Corporation. 5. Marley Electric Heating; a division of Marley Engineered Products. 6. QMark Electric Heating; a division of Marley Engineered Products.
SECTION 260500 - COMMON WORK RESULTS FOR ELECTRICAL A.
Section Includes: 1. Electrical equipment coordination and installation. 2. Sleeves for raceways and cables. 3. Sleeve seals. 4. Grout. 5. Common electrical installation requirements.
SECTION 260513 - MEDIUM-VOLTAGE CABLES A.
This Section includes cables and related splices, terminations, and accessories for medium-voltage electrical distribution systems.
SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES A.
This Section includes the following: 1. Building wires and cables rated 600 V and less. 2. Connectors, splices, and terminations rated 600 V and less.
SECTION 260526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS A.
This Section includes methods and materials for grounding systems and equipment, plus the following special applications: 1. Underground distribution grounding. 2. Common ground bonding with lightning protection system.
SECTION 260529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS A.
This Section includes the following: 1. Hangers and supports for electrical equipment and systems. 2. Construction requirements for concrete bases.
SECTION 260533 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS A.
This Section includes raceways, fittings, boxes, enclosures, and cabinets for electrical wiring.
SECTION 260536 - CABLE TRAYS FOR ELECTRICAL SYSTEMS A.
This Section includes aluminum cable trays and accessories.
SECTION 260543 - UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS A.
This Section includes the following: 1. Conduit, ducts, and duct accessories for direct-buried and concrete-encased duct banks, and in single duct runs. 2. Handholes and boxes. 3. Manholes.
SECTION 260548 - VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS A.
This Section includes the following: 1. Isolation pads. 2. Spring isolators. 3. Restrained spring isolators. 4. Channel support systems. 5. Restraint cables. 6. Hanger rod stiffeners. 7. Anchorage bushings and washers.
SECTION 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS A.
This Section includes the following:
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1. 2. 3. 4. 5. 6. 7.
Identification for raceway and metal-clad cable. Identification for conductors and communication and control cable. Underground-line warning tape. Warning labels and signs. Instruction signs. Equipment identification labels. Miscellaneous identification products.
13. 14. 15. 16. 17. 18.
SECTION 261116 - SECONDARY UNIT SUBSTATIONS
SECTION 260923 - LIGHTING CONTROL DEVICES A.
This Section includes the following lighting control devices: 1. Time switches. 2. Outdoor and indoor photoelectric switches. 3. Indoor occupancy sensors. 4. Outdoor motion sensors. 5. Lighting contactors.
B.
Electronic Time Switch Basis-of-Design Product: Intermatic, Inc. model no. ET70415CR. 1. Paragon Electric Co.; Invensys Climate Controls. 2. TORK.
C.
Electromechanical-Dial Time Switch Manufacturers: 1. Intermatic, Inc. 2. Paragon Electric Co.; Invensys Climate Controls. 3. TORK.
D.
F.
G.
A.
This Section includes indoor and outdoor secondary unit substations, each consisting of the following: 1. Primary incoming section. 2. Transformer. 3. Secondary distribution section.
B.
Manufacturers: 1. ABB Control, Inc. 2. Cooper Industries, Inc.; Cooper Power Systems Division. 3. Cutler-Hammer. 4. Siemens Energy & Automation, Inc. 5. Square D; Schneider Electric.
SECTION 261200 - MEDIUM-VOLTAGE TRANSFORMERS
Outdoor Photoelectric Switch Manufacturers: 1. Intermatic, Inc. 2. Paragon Electric Co.; Invensys Climate Controls. 3. TORK. E. 1. 2. 3. 4.
Watt Stopper/Legrand. Eaton Corporation; Cutler-Hammer products. Lighting Control & Design, Inc. Lumisys. MicroLite Lighting Control Systems. Square D; Schneider Electric.
Indoor Occupancy Sensor Manufacturers: Hubbell Lighting. Novitas, Inc. Sensor Switch, Inc. Watt Stopper (The).
A.
This Section includes pad-mounted, liquid-filled transformers with medium-voltage primaries:
B.
Manufacturers: 1. ABB Control, Inc. 2. Cooper Industries; Cooper Power Systems Division. 3. Cutler-Hammer. 4. Siemens Energy & Automation, Inc. 5. Square D; Schneider Electric.
SECTION 261300 - MEDIUM-VOLTAGE SWITCHGEAR
Outdoor Motion Sensor (PIR) Manufacturers: 1. Hubbell Lighting. 2. Paragon Electric Co.; Invensys Climate Controls. 3. TORK. 4. Watt Stopper (The). Lighting Contactor Manufacturers: 1. Allen-Bradley/Rockwell Automation. 2. ASCO Power Technologies, LP; a division of Emerson Electric Co. 3. Eaton Electrical Inc.; Cutler-Hammer Products. 4. Square D; Schneider Electric.
A.
This Section includes metal-enclosed interrupter switchgear with the following optional components, features, and accessories: 1. Copper or aluminum, tin-plated main bus. 2. Surge arresters. 3. Provisions for future devices.
B.
Manufacturers: 1. ABB Control, Inc. 2. Eaton Corporation; Cutler-Hammer Products. 3. S&C Electric Company. 4. Siemens Energy & Automation, Inc. 5. Square D; Schneider Electric.
SECTION 262200 - LOW-VOLTAGE TRANSFORMERS
SECTION 260943 - NETWORK LIGHTING CONTROLS A.
This Section includes manually operated lighting controls with relays and electrically operated circuit breakers and control module.
B.
Manufacturers: 1. Douglas Lighting Controls, Inc. 2. General Electric Company; GE Total Lighting Control products. 3. Intelligent Lighting Controls, Inc. 4. Leviton Mfg. Company Inc. 5. Lighting Control & Design, Inc. 6. Lightolier Controls; a Genlyte Company. 7. Lithonia Lighting; Acuity Lighting Group, Inc. 8. Lumisys. 9. MicroLite Lighting Control Systems. 10. NexLight; Northport Engineering Group. 11. Siemens Energy & Automation, Inc. 12. Touch-Plate, Inc.
A.
This Section includes the following types of dry-type transformers rated 600 V and less, with capacities up to 1000 kVA: 1. Distribution transformers. 2. Buck-boost transformers.
B.
Manufacturers: 1. Eaton Corporation; Cutler-Hammer Products. 2. Siemens Energy & Automation, Inc. 3. Square D; Schneider Electric.
SECTION 262413 - SWITCHBOARDS A.
This Section includes service and distribution switchboards rated 600 V and less.
B.
Manufacturers: 1. Eaton Corporation; Cutler-Hammer Products. 2. Siemens Energy & Automation, Inc. 3. Square D; Schneider Electric.
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5.
SECTION 262416 - PANELBOARDS A.
B.
This Section includes the following: 1. Distribution panelboards. 2. Lighting and appliance branch-circuit panelboards. 3. Transient voltage suppression panelboards. Manufacturers: 1. Eaton Corporation; Cutler-Hammer Products. 2. Siemens Energy & Automation, Inc. 3. Square D; Schneider Electric.
SECTION 262500 - ENCLOSED BUS ASSEMBLIES A.
B.
This Section includes the following: 1. Feeder-bus assemblies. 2. Plug-in bus assemblies. 3. Bus plug-in devices.
E.
Multioutlet Assembly Manufacturers: 1. Panduit Corp.
F.
Cord Reel Manufacturers: 1. EGS Electrical Group; McGill products. 2. Industrial Electric Reels, Inc. 3. Reelcraft Industries, Inc. 4. Daniel Woodhead; a Woodhead Industries, Inc. Co.
G.
High Capacity Floor Box Manufacturers: 1. Hubbell Incorporated; Wiring Device-Kellems; HBLCFB501BASE/ HBLTCGNTSW. 2. Thomas & Betts Corporation; AFM-8/ GAB-8S. 3. Wiremold Company (The); RFB11.
SECTION 262813 - FUSES
Manufacturers: 1. Eaton Corporation; Cutler-Hammer Products. 2. Siemens Energy & Automation, Inc. 3. Square D; Schneider Electric.
A.
This Section includes the following: 1. Cartridge fuses rated 600 V and less. 2. Spare-fuse cabinets.
B.
Manufacturers: 1. Cooper Bussman, Inc. 2. Ferraz Shawmut, Inc. 3. Tracor, Inc.; Littelfuse, Inc. Subsidiary.
SECTION 262713 - ELECTRICITY METERING A.
This Section includes equipment for utility company's electricity metering.
B.
Manufacturers: 1. Eaton Corporation; Cutler-Hammer Products. 2. Siemens Energy & Automation, Inc. 3. Square D; Schneider Electric.
SECTION 262816 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS A.
This Section includes the following individually mounted, enclosed switches and circuit breakers: 1. Fusible switches. 2. Nonfusible switches. 3. Bolted-pressure contact switches. 4. Molded-case circuit breakers. 5. Molded-case switches. 6. Enclosures.
B.
Fusible and Nonfusible Switch Manufacturers: 1. Eaton Corporation; Cutler-Hammer Products. 2. Siemens Energy & Automation, Inc. 3. Square D; Schneider Electric.
C.
Manual Fusible Starting Switch Manufacturers: 1. Cooper Bussman, Inc. 2. Ferraz Shawmut, Inc. 3. Tracor, Inc.; Littelfuse, Inc. Subsidiary.
D.
Bolted-Pressure Contact Switch Manufacturers: 1. Boltswitch, Inc. 2. Pringle Electrical Mfg. Co. 3. Square D; Schneider Electric.
E.
Molded-Case Circuit Breaker and Switch Manufacturers: 1. Eaton Corporation; Cutler-Hammer Products. 2. Siemens Energy & Automation, Inc. 3. Square D; Schneider Electric.
SECTION 262726 - WIRING DEVICES A.
This Section includes the following: 1. Receptacles, receptacles with integral GFCI, and associated device plates. 2. Twist-locking receptacles. 3. Snap switches and wall-box dimmers. 4. Wall-switch occupancy sensors. 5. Pendant cord-connector devices. 6. Cord and plug sets. 7. Floor service outlets, poke-through assemblies, service poles, and multioutlet assemblies. 8. Cord reels. 9. High capacity floor boxes.
B.
Receptacle, Snap Switch, and Wall Box Dimmer Manufacturers: 1. Cooper Wiring Devices; a division of Cooper Industries, Inc. 2. Hubbell Incorporated; Bryant Electric. 3. Hubbell Incorporated; Wiring Device-Kellems. 4. Leviton Mfg. Company Inc. 5. Pass & Seymour/Legrand; Wiring Devices & Accessories.
C.
Wall-Switch Occupancy Sensor Manufacturers: 1. Cooper Wiring Devices; a division of Cooper Industries, Inc. 2. Hubbell Incorporated; Bryant Electric. 3. Hubbell Incorporated; Wiring Device-Kellems. 4. Hubbell Building Automation, Inc. 5. Leviton Mfg. Company Inc. 6. Pass & Seymour/Legrand; Wiring Devices & Accessories. 7. Watt Stopper (The).
D.
Wiremold Company (The).
SECTION 262913 - ENCLOSED CONTROLLERS
Poke-Through Assembly Manufacturers: 1. Hubbell Incorporated; Wiring Device-Kellems. 2. Pass & Seymour/Legrand; Wiring Devices & Accessories. 3. Square D/ Schneider Electric. 4. Thomas & Betts Corporation.
A.
This Section includes ac, enclosed controllers rated 600 V and less, of the following types: 1. Across-the-line, manual and magnetic controllers. 2. Reduced-voltage controllers. 3. Multispeed controllers.
B.
Manufacturers: 1. Eaton Corporation; Cutler-Hammer Products. 2. Rockwell Automation; Allen-Bradley Co.; Industrial Control Group.
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3. 4.
Siemens/Furnas Controls. Square D; Schneider Electric.
2. 3. 4. 5. 6.
SECTION 262923 - VARIABLE-FREQUENCY MOTOR CONTROLLERS A.
This Section includes solid-state, PWM, VFCs for speed control of three-phase, squirrel-cage induction motors.
B.
Manufacturers: 1. ABB Power Distribution, Inc.; ABB Control, Inc. Subsidiary. 2. Eaton Corporation; Cutler-Hammer Products. 3. Rockwell Automation; Allen-Bradley Co.; Industrial Control Group. 4. Saftronics, Inc. 5. Toshiba International Corporation. 6. Yaskawa Electric America, Inc.; Drives Division.
SECTION 263600 - TRANSFER SWITCHES A.
This Section includes transfer switches rated 600 V and less, including the following: 1. Automatic transfer switches. 2. Nonautomatic transfer switches.
B.
Manufacturers: 1. Caterpillar; Engine Div. 2. Emerson; ASCO Power Technologies, LP. 3. Generac Power Systems, Inc. 4. Kohler Power Systems; Generator Division. 5. Onan/Cummins Power Generation; Industrial Business Group.
SECTION 263213 - ENGINE GENERATORS A.
B.
This Section includes packaged engine-generator sets for emergency power supply with the following features: 1. Gas or Diesel engine. 2. Unit-mounted cooling system. 3. Unit-mounted control and monitoring. 4. Outdoor enclosure. Manufacturers: 1. Caterpillar; Engine Div. 2. Generac Power Systems, Inc. 3. Kohler Co.; Generator Division. 4. Onan/Cummins Power Generation; Industrial Business Group.
SECTION 264313 - TRANSIENT-VOLTAGE SUPPRESSION FOR LOW-VOLTAGE ELECTRICAL POWER CIRCUITS A.
This Section includes TVSSs for low-voltage power equipment.
B.
Service Entrance Suppressor Products: 1. Danaher Power Solutions; Current Technology Products; TG 25. 2. Eaton Corporation; Cutler Hammer Products; CPS-H. 3. LEA International, Inc.; PV 400. 4. Liebert Corporation; a division of Emerson; SI025.
C.
Panelboard Suppressor Products: 1. Danaher Power Solutions; Current Technology Products; CGP80. 2. Eaton Corporation; Cutler Hammer Products; CPS-S2. 3. LEA International, Inc.; LS 200 Plus. 4. Liebert Corporation; a division of Emerson; AII.
D.
Panelboard Extension Module Products: 1. Danaher Power Solutions; Current Technology Products; EGPE2-80. 2. Liebert Corporation; a division of Emerson; LPGE-80.
SECTION 263323 - CENTRAL BATTERY EQUIPMENT A.
B.
Eaton Corporation; Commonwealth Sprague Capacitor, Inc. Products. General Electric Company; GE Capacitor and Power Quality Products; Ultravar Products. Power Survey Ltd. Square D; Schneider Electric. Staco Energy Products Co.; a Components Corporation of America Company.
This Section includes slow-transfer central battery inverters with the following features: 1. Output distribution section. 2. Internal maintenance bypass/isolation switch. 3. Emergency-only circuits. Manufacturers: 1. Bigbeam Emergency Systems, Inc.; Siltron Division. 2. Chloride Systems. 3. Cooper Industries, Inc.; Sure-Lites Division. 4. Crucial Power Products. 5. Dual-Lite. 6. Hubbell Incorporated; Hubbell Lighting. 7. Lightguard/Chloride Systems. 8. Lithonia Lighting; Emergency Lighting Systems. 9. Thomas & Betts Corporation; Emergi-Lite Division. 10. Thomas & Betts Corporation; Lightalarms Division.
SECTION 265100 - INTERIOR LIGHTING A.
This Section includes the following: 1. Interior lighting fixtures, lamps, and ballasts. 2. Emergency fluorescent power units. 3. Emergency lighting units. 4. Emergency transfer devices. 5. Exit signs. 6. Lighting fixture supports.
B.
Representative Luminaire Manufacturers: 1. Cooper Lighting; a Division of Cooper Industries. 2. Genlyte Thomas Group, LLC. 3. Lithonia Lighting; a Division of Acuity Lighting Group, Inc.
C.
Ballasts for Linear Fluorescent Lamp Manufacturers: 1. Advance Transformer Co. 2. General Electric Co.; GE Lighting Division. 3. Lutron Electronics Co., Inc. 4. OSRAM SYLVANIA. 5. Universal Lighting Technologies, Inc.
SECTION 263353 - STATIC UNINTERRUPTIBLE POWER SUPPLY A.
This Section includes single-phase and three-phase, on-line, double-conversion, static-type, UPS installations complete with transient voltage surge suppression, input harmonics reduction, rectifier-charger, battery, battery disconnect device, inverter, and static bypass transfer switch.
B.
Manufacturers: 1. Controlled Power Company. 2. General Electric Company; GE Digital Energy products. 3. Liebert Corporation; a division of Emerson. 4. MGE UPS SYSTEMS. 5. Powerware; an Invensys Company.
SECTION 263533 - POWER FACTOR CORRECTION EQUIPMENT A.
This Section includes automatic power factor correction and harmonic filter equipment rated 600 V and less.
B.
Manufacturers: 1. ABB Control, Inc.
D.
Ballasts for Compact Fluorescent Lamp Manufacturers: 1. Advance Transformer Co. 2. General Electric Co.; GE Lighting Division. 163 3. Lutron Electronics Co., Inc. 4. OSRAM SYLVANIA. Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group 5. Robertson Worldwide.
6. E.
F.
G.
Universal Lighting Technologies, Inc.
Emergency Fluorescent Power Unit Manufacturers: 1. The Bodine Co. 2. Cooper Lighting; Sure-Lites Division; a Division of Cooper Industries. 3. Dual-Lite; a Division of Hubbell Lighting, Inc. 4. IOTA Engineering LLC. 5. Lithonia Lighting; a Division of Acuity Lighting Group, Inc. 6. McPhilben; a Division of Genlyte Thomas Group, LLC.
F.
Emergency Transfer Device Manufacturers: 1. The Bodine Co. 2. Cooper Lighting; Sure-Lites Division; a Division of Cooper Industries. 3. IOTA Engineering LLC.
Fluorescent Lamp Manufacturers: 1. General Electric Co.; GE Lighting Division. 2. OSRAM SYLVANIA. 3. Philips Lighting Co.; a Division of Philips Electronics North America Corporation.
I.
Incandescent Lamp Manufacturers: 1. General Electric Co.; GE Lighting Division. 2. OSRAM SYLVANIA. 3. Philips Lighting Co.; a Division of Philips Electronics North America Corporation. 4. Ushio America, Inc. HID Lamp Manufacturers: 1. General Electric Co.; GE Lighting Division. 2. OSRAM SYLVANIA. 3. Philips Lighting Co.; a Division of Philips Electronics North America Corporation. 4. Venture Lighting International; an Advanced Lighting Technologies Company.
A.
This Section includes equipment for stage lighting systems including fixtures, lamps, dimmers, controls, and distribution components.
B.
Lighting Fixture and Accessory Manufacturers: 1. Altman Lighting Co., Inc. 2. Electronic Theatre Controls. 3. Strand Lighting.
This Section includes the following: 1. Exterior luminaires with lamps and ballasts. 2. Luminaire-mounted photoelectric relays. 3. Poles and accessories.
B.
Representative Luminaire Manufacturers: 1. Cooper Lighting; a Division of Cooper Industries. 2. Genlyte Thomas Group, LLC. 3. Lithonia Lighting; a Division of Acuity Lighting Group, Inc.
C.
Fluorescent Ballast and Lamp Manufacturers: 1. Advance Transformer Co. 2. General Electric Co.; GE Lighting Division. 3. Philips Lighting Co.; a Division of Philips Electronics North America Corporation. 4. OSRAM SYLVANIA. 5. Universal Lighting Technologies, Inc.
D.
Ballasts for HID Lamp Manufacturers: 1. Advance Transformer Co. 2. General Electric Co.; GE Lighting Division. 3. Holophane; a Division of Acuity Lighting Group, Inc. 4. OSRAM SYLVANIA. 5. Venture Lighting International; an Advanced Lighting Technologies Company. 6. Universal Lighting Technologies, Inc.
E.
HID Lamp Manufacturers: 1. General Electric Co.; GE Lighting Division. 2. OSRAM SYLVANIA. 3. Philips Lighting Co.; a Division of Philips Electronics North America Corporation. 4. Venture Lighting International; an Advanced Lighting Technologies Company.
SECTION 265668 - EXTERIOR ATHLETIC LIGHTING
Lamp Manufacturers: 1. GE Lighting. 2. Lighting Technologies International. 3. OSRAM SYLVANIA. 4. Philips Lighting North America; a division of Philips Electronics North America Corporation. 5. Ushio America, Inc. 6. Venture Lighting International.
D.
Distribution Component Manufacturers: 1. Altman Lighting Co., Inc. 2. American Insulated Wire Corp. 3. Performance Electric, Inc. 4. SSRC, Inc. 5. Superior Essex; Electrical Products Group. 6. Union Connector Co., Inc.
E.
Lighting Control System Manufacturers:
Rigging Component Manufacturers: 1. Altman Lighting Co., Inc. 2. James Thomas Engineering Inc. 3. J. R. Clancy. 4. Times Square Lighting.
A.
SECTION 265561 - THEATRICAL LIGHTING
C.
Electronic Theatre Controls. Electronics Diversified, Inc. Rosco/Entertainment Technology. Strand Lighting.
SECTION 265600 - EXTERIOR LIGHTING
Ballasts for HID Lamp Manufacturers: 1. Advance Transformer Co. 2. General Electric Co.; GE Lighting Division. 3. Holophane; a Division of Acuity Lighting Group, Inc. 4. OSRAM SYLVANIA. 5. Venture Lighting International; an Advanced Lighting Technologies Company. 6. Universal Lighting Technologies, Inc.
H.
J.
1. 2. 3. 4.
A.
This Section includes lighting for the following outdoor sports venues, specified primarily by illumination performance: 1. Baseball fields. 2. Softball fields. 3. Football fields. 4. Soccer fields. 5. Outdoor tennis courts.
B.
Manufacturers: 1. General Electric Company; GE Lighting Systems, Inc. 2. Hubbell Lighting, Inc. 3. Musco Lighting, Inc. 4. Qualite Sports Lighting, Inc. 5. Universal Sports Lighting.
164 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
DIVISION 27 DIVISION 27 - COMMUNICATIONS
3. 4. 5. 6. 7. 8. 9. 10.
SECTION 275116 - PUBLIC ADDRESS AND MASS NOTIFICATION SYSTEMS A.
This Section includes equipment for amplifying, distributing, and reproducing sound signals.
B.
Potential Manufacturers: 1. AKG Acoustics; A Harman International Company (AKG). 2. Allen & Heath Limited (A&H). 3. Altec Lansing Technologies, Inc.; Altec Lansing Professional products (Altec). 4. Ashly Audio, Inc. (Ashly). 5. Atlas Soundolier; Atlas Sound (Atlas). 6. Audio Technica, U.S., Inc. 7. Bogen Communications International, Inc. (Bogen) 8. Crown Audio, Inc.; A Harman International Company (Crown). 9. D & M Professional; Denon Professional products (Denon). 10. D & M Professional; Marantz Professional products (Marantz). 11. Dukane Corporation; Communications Systems Div. (Dukane). 12. Eastern Acoustic Works (EAW). 13. Electro-Voice, Inc.; Telex Communications, Inc. (EV). 14. Federal Signal Corporation; Electrical Products Division (Federal Signal). 15. Gentner ALS; A Starin Company (Gentner). 16. Intelix, LLC (Intelix). 17. JBL Professional; A Harman International Company (JBL). 18. Listen Technologies Corporation. 19. LOUD Technologies, Inc.; Mackie products (Mackie). 20. Lowell Manufacturing Company (Lowell). 21. Meyer Sound Laboratories Inc. (Meyer). 22. Midas U.S.A; Telex Communications, Inc. (Midas). 23. Peavey Electronics Corporation; Architectural Acoustics by Peavey products. (Peavey). 24. QSC Audio Products, Inc. (QSC). 25. Quam Nichols Company (Quam). 26. Rane Corporation (Rane). 27. Rauland-Borg Corporation (Rauland). 28. Renkus-Heinz, Inc. 29. Sennheiser Electronic Corporation. 30. Shure Incorporated (Shure). 31. Soundcraft; A Harman International Company (Soundcraft). 32. Symetrix, Inc. (Symetrix). 33. TASCAM; a division of TEAC America, Inc. (TASCAM). 34. Telex Communications, Inc. (Telex). 35. TOA Electronics, Inc. (TOA). 36. Yamaha Corporation of America (Yamaha).
SECTION 275313 - CLOCK SYSTEMS
This Section includes user-programmable, multichannel, microprocessor-switched, centrally controlled, school intercom and program equipment independent of telephone equipment.
B.
Manufacturers: 1. Bogen Communications International, Inc. 2. Dukane Corporation; Communications Systems Div. 3. Rauland-Borg Corporation. 4. Simplex Time Recorder Co. 5. Telecor Inc. 6. Teradon Industries Inc. 7. Valcom, Inc.; Class Connection products.
A.
This Section specifies a master clock and program control system including the following components: 1. Master clock and program control unit. 2. Secondary indicating clocks. 3. Program signal devices. 4. Clock circuit power boosters. 5. Interface with intercom or public-address system. 6. System wire and cable.
B.
Manufacturers: 1. American Time & Signal Co. 2. Dukane Corporation; Communications Systems Div. 3. Lathem Time. 4. Midwest-Time Control, Inc. 5. National Time & Signal Corporation. 6. Rauland-Borg Corporation. 7. Sapling Company, Inc. (The). 8. Simplex Time Recorder Co. 9. Standard Electric Time Corp.; Unit of Faraday, Inc. 10. Telecor Inc.
SECTION 275513 – CONDUCTORS AND CABLES FOR PUBLIC ADDRESS AND MASS NOTIFICATION SYSTEMS
SECTION 275123 - EDUCATIONAL INTERCOMMUNICATIONS AND PROGRAM SYSTEMS A.
A.
This Section includes conductors, cables and connectors, and recessed ceiling loudspeakers for public address systems.
B.
Cable Manufacturers: 1. Belden CDT Inc.; Electronics Division. 2. Carol Brand; a division of General Cable Technologies Corporation. 3. Coleman Cable Inc. 4. Genesis Cable Products; Honeywell International, Inc. 5. West Penn Wire; a division of Belden CDT Inc.
C.
Connector Manufacturers: 1. Amphenol Australia Pty Ltd. 2. Neutrik USA, Inc. 3. Pro Co Sound, Inc. 4. Switchcraft, Inc. 5. Whirlwind.
D.
Available System Panel Manufacturers: 1. Ace Backstage Co. 2. Mystery Electronics, LLC. 3. Pro Co Sound, Inc.
E.
Identification Product Manufacturers: 1. Brady Corporation 2. HellermannTyton. 3. Kroy LLC. 4. Panduit Corp.
F.
Ceiling Loudspeaker Manufacturers: 1. Atlas Soundolier; Atlas Sound (Atlas). 2. Altec Lansing Professional. 3. Electro-Voice, Inc. 4. JBL Professional. 5. Lowell Manufacturing Company.
SECTION 275313 - CLOCKS A.
This Section includes non-synchronous analog clocks.
B.
Manufacturers: 1. American Time & Signal Co. 2. Dukane Corporation; Communications Systems Div.
Lathem Time. Midwest-Time Control, Inc. National Time & Signal Corporation. Rauland-Borg Corporation. Sapling Company, Inc. (The). Simplex Time Recorder Co. Standard Electric Time Corp.; Unit of Faraday, Inc. Telecor Inc.
165 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
DIVISION 28 6. 7. 8.
QSC Audio Products, Inc. Quam Nichols Company. TOA Electronic, Inc.
DIVISION 28 – ELECTRONIC SAFETY AND SECURITY SECTION 280500 - COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY A.
Section Includes: 1. Electronic safety and security equipment coordination and installation. 2. Sleeves for raceways and cables. 3. Sleeve seals. 4. Grout. 5. Common electronic safety and security installation requirements.
SECTION 280513 - CONDUCTORS AND CABLES FOR ELECTRONIC SAFETY AND SECURITY A.
Section Includes: 1. RS-232 cabling. 2. RS-485 cabling. 3. Reader and keypad cabling. 4. Low-voltage control cabling. 5. Access controller input cable. 6. AC transformer cable. 7. Elevator travel cable. 8. Control-circuit conductors. 9. Fire alarm wire and cable. 10. Identification products.
SECTION 281300 - ACCESS CONTROL A.
This Section includes a security access system consisting of a Central Station, one or more networked workstation computers, operating system and application software, and field-installed Controllers connected by a high-speed electronic data transmission network. The security access system shall have the following: 1. Access Control: a. Regulating access through doors and gates. b. Visitor assignment. c. Surge and tamper protection. d. Credential cards and readers. e. Enrollment center. f. Push-button switches. g. RS-232 ASCII interface. h. Credential creation and credential holder database and management. i. Monitoring of field-installed devices. j. Reporting. 2. Security: a. Video and camera control. b. Interface with paging, HVAC, and elevator control systems.
B.
Security Access System Manufacturers: 1. Checkpoint Systems, Inc. 2. DSX Access Systems, Inc. 3. Galaxy Control Systems. 4. General Electric Company; GE Security products. 5. Hirsch Electronics. 6. IDenticard Systems, Inc. 7. NexWatch; Member of Ademco Group; a Honeywell Company. 8. Northern; Member of Ademco Group; a Honeywell Company. 9. Tyco International; Tyco/Fire & Security; Digital Security Controls Ltd. products 10. Tyco International; Tyco/Fire & Security; Kantech products
C.
Enrollment Center Manufacturers: 1. Autostar Technology Pte Ltd. 2. Applied Wireless Identifications Group, Inc. 3. DMP. 4. IDenticard Systems, Inc. 5. ISONAS. 6. Ultra Electronics Limited.
D.
Door and Window Switch Manufacturers:
166 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
1. 2. 3. 4. E.
ADEMCO Group; Pittway Corporation. Amseco; Division of Kobishi America, Inc. FBII; Pittway Corporation. GE Interlogix; General Electric Company.
This Section includes video surveillance system consisting of cameras, data transmission wiring, and a control station with its associated equipment.
B.
Standard Color Camera: Basis of Design Product: Panasonic Security Systems Group model WV-CP484. 1. Bosch Security Systems North America. 2. General Electric Company; GE Security products. 3. Pelco. 4. Sony Electronics Inc. 5. Tyco/Fire & Security; American Dynamics products. 6. Vicon Industries, Inc.
C.
Standard Automatic Color Dome Camera: Basis of Design Product: Panasonic Security Systems Group model WVCS954. 1. Bosch Security Systems North America. 2. General Electric Company; GE Security products. 3. Pelco. 4. Sony Electronics Inc. 5. Tyco/Fire & Security; American Dynamics products. 6. Vicon Industries, Inc.
D.
Reinforced Color Dome Camera: Basis of Design Product: Panasonic Security Systems Group model WV-CW474A. 1. Bosch Security Systems North America. 2. General Electric Company; GE Security products. 3. Pelco. 4. Sony Electronics Inc. 5. Tyco/Fire & Security; American Dynamics products. 6. Vicon Industries, Inc.
E.
Reinforced Automatic Color Dome Camera: Basis of Design Product: Panasonic Security Systems Group model WV-CW864A. 1. Bosch Security Systems North America. 2. General Electric Company; GE Security products. 3. Pelco. 4. Sony Electronics Inc. 5. Tyco/Fire & Security; American Dynamics products. 6. Vicon Industries, Inc.
F.
Lens Manufacturers: 1. Bosch Security Systems North America. 2. General Electric Company; GE Security products. 3. Panasonic Security Systems Group. 4. Pelco. 5. Rainbow CCTV; International Space Optics, S.A. 6. Sony Electronics Inc. 7. Tamron USA, Incorporated; Industrial Optics Division. 8. Tyco/Fire & Security; American Dynamics products. 9. Vicon Industries, Inc.
PIR Sensor Manufacturers: 1. ADEMCO Group; Pittway Corporation. 2. Digital Security Controls, Ltd. 3. FBII; Pittway Corporation. 4. NAPCO Security Systems, Inc. 5. Visonic Inc.
SECTION 281600 - INTRUSION DETECTION A.
A.
This Section includes the following: 1. Intrusion detection with hard-wired or multiplexed, modular, microprocessor-based controls, intrusion sensors and detection devices, and communication links to perform monitoring, alarm, and control functions. 2. Responsibility for integrating electronic and electrical systems and equipment is specified in the following Sections, with Work specified in this Section: a. Division 08 Section "Door Hardware." b. Division 14 Section "Electric Traction Elevators." c. Division 14 Section "Hydraulic Elevators." d. Division 26 Section "Lighting Control Devices." e. Division 26 Section "Network Lighting Controls." f. Division 27 Section "Educational Intercommunications and Program Systems." g. Division 28 Section "Access Control." h. Division 28 Section "Fire Detection and Alarm." i. Division 28 Section "Video Surveillance." j. Division 32 Section "Chain Link Fences and Gates."
B.
Door and Window Switch Manufacturers: 1. ADEMCO Group; Pittway Corporation. 2. Amseco; Division of Kobishi America, Inc. 3. FBII; Pittway Corporation. 4. GE Interlogix; General Electric Company.
C.
PIR Sensor Manufacturers: 1. ADEMCO Group; Pittway Corporation. 2. Digital Security Controls, Ltd. 3. FBII; Pittway Corporation. 4. NAPCO Security Systems, Inc. 5. Visonic Inc.
D.
Duress-Alarm Switch Manufacturers: 1. ADEMCO Group; Pittway Corporation. 2. GE Interlogix; General Electric Company. 3. NAPCO Security Systems, Inc. 4. Visonic Inc.
G.
Central-Station Control Unit Manufacturers: 1. ADEMCO Group; Pittway Corporation. 2. Amseco; Division of Kobishi America, Inc. 3. DAQ Electronics, Inc. 4. Diebold, Incorporated. 5. FBII; Pittway Corporation. 6. GE Interlogix; General Electric Company. 7. NAPCO Security Systems, Inc. 8. Visonic Inc.
Camera Supporting Equipment Manufacturers: 1. Bosch Security Systems North America. 2. General Electric Company; GE Security products. 3. Panasonic Security Systems Group. 4. Pelco. 5. Sony Electronics Inc. 6. Tyco/Fire & Security; American Dynamics products. 7. Videolarm. 8. Vicon Industries, Inc.
H.
Digital Video Recorders: Basis of Design Product: Panasonic Security Systems Group model WJ-HD316A. 1. Bosch Security Systems North America. 2. General Electric Company; GE Security products. 3. Pelco. 4. Sony Electronics Inc. 5. Tyco/Fire & Security; American Dynamics products. 6. Vicon Industries, Inc.
E.
F.
Audible and Visual Alarm Device Manufacturers: 1. ADEMCO Group; Pittway Corporation. 2. Amseco; Division of Kobishi America, Inc. 3. Edwards Signaling. 4. Gentex Corporation; Fire Protection Group. 5. Wheelock, Inc.
SECTION 283111 - DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM
SECTION 282300 - VIDEO SURVEILLANCE
167 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
Section Includes: 1. Fire-alarm control unit. 2. Manual fire-alarm boxes. A. Section Includes: 3. System smoke detectors. 1. Fire-alarm control unit. 4. Nonsystem smoke detectors. 2. Manual fire-alarm boxes. 5. Heat detectors. A. Section Includes: 3. System smoke detectors. 6. Notificationcontrol appliances. 1. Fire-alarm unit. 4. Nonsystem smoke detectors. 7. Magnetic door holders. 2. Manual fire-alarm boxes. 5. Heat detectors. 8. Remote smoke annunciator. 3. System detectors. 6. Notification appliances. 9. Addressablesmoke interface device. 4. Nonsystem detectors. 7. Magnetic door holders. 10. Digitaldetectors. alarm communicator transmitter. 5. Heat 8. Remote annunciator. 11. System printer. 6. Notification appliances. 9. Addressable interface device. 7. Magnetic door holders. 10. Digital alarm communicator transmitter. 8. Remote annunciator. B. Manufacturers: 11. System printer. 9. Addressable interface device. Inc. 1. Edwards Systems Technology 10. Digital alarm communicator 2. Gamewell-FCI; a Honeywelltransmitter. company. B. Manufacturers: 11. System 3. Nationalprinter. Time & Signal Corporation. 1. Edwards Systems Technology Inc. 4. NOTIFIER; a Honeywell company; only NESCO-affiliated distributors. 2. Gamewell-FCI; a Honeywell company. 5. Siemens Building Technologies, Inc.; Fire Safety Division. B. Manufacturers: 3. National Time & Signal Corporation. 6. Silent Knight; a Honeywell company; 1. Edwards Systems Technology Inc. only Farenhyt Engineered Systems Distributors. 4. NOTIFIER; a Honeywell company; only NESCO-affiliated distributors. 2. Gamewell-FCI; a Honeywell company. It is Fanning Howey policy not to specify the service will be provided by either the Cincinnati or 5. Siemens Building Technologies,SimplexGrinnell Inc.; Fire Safetywhere Division. 3. National Time & Signal Corporation. Toledo district 6. Silent Knight; aoffice. Honeywell company; only Farenhyt Engineered Systems Distributors. 4. NOTIFIER; a Honeywell company; only NESCO-affiliated distributors. 7. SimplexGrinnell ato Tyco International company. It is Fanning Howey policyLP; not specify SimplexGrinnell the service will be provided by either the Cincinnati or 5. Siemens Building Technologies, Inc.; Fire Safetywhere Division. 8. TEPG/Secutron Fire Alarm Systems. ToledoKnight; districtaoffice. 6. Silent Honeywell company; only Farenhyt Engineered Systems Distributors. 7.is Fanning SimplexGrinnell LP; International company. It Howey policy notatoTyco specify SimplexGrinnell where the service will be provided by either the Cincinnati or SECTION 2831128.- ZONEDTEPG/Secutron (DC LOOP) FIRE-ALARM SYSTEM Fire Alarm Systems. Toledo district office.
DIVISION 31-33
A.
7. SimplexGrinnell LP; a Tyco International company. Section Includes: SECTIONA.2831128. - ZONED (DC LOOP) FIRE-ALARM SYSTEM TEPG/Secutron Fire Alarm Systems. 1. Fire-alarm control unit. 2. Manual fire-alarm boxes. Includes: SECTIONA.283112Section - ZONED (DC LOOP) 3. System smokeFIRE-ALARM detectors. SYSTEM 1. Fire-alarm control unit. 4. Nonsystem smoke detectors. 2. Manual fire-alarm boxes. 5. Heat detectors. A. Section Includes: 3. System smoke detectors. 6. Notificationcontrol appliances. 1. Fire-alarm unit. 4. Nonsystem smoke detectors. 7. Magnetic door holders. 2. Manual fire-alarm boxes. 5. Heat detectors. 8. Remote smoke annunciator. 3. System detectors. 6. Notification appliances. 9. Digital alarmsmoke communicator 4. Nonsystem detectors.transmitter. 7. Magnetic door holders. 5. Heat detectors. 8. Remote annunciator. 6. Notification appliances. B. Manufacturers: 9. Digital alarm communicator transmitter. 7. Magnetic door holders. 1. Edwards Systems Technology Inc. 8. Remote annunciator. 2. Gamewell-FCI; a Honeywell company. B. Manufacturers: 9. Digital alarm transmitter. 3. National Timecommunicator & Signal Corporation. 1. Edwards Systems Technology Inc. 4. NOTIFIER; a Honeywell company; only NESCO-affiliated distributors. 2. Gamewell-FCI; a Honeywell company. 5. Siemens Building Technologies, Inc.; Fire Safety Division. B. Manufacturers: 3. National Time & Signal Corporation. 6. Silent Knight; a Honeywell company; 1. Edwards Systems Technology Inc. only Farenhyt Engineered Systems Distributors. 4. NOTIFIER; a Honeywell company; only NESCO-affiliated distributors. 2. Gamewell-FCI; a Honeywell company. It is Fanning Howey policy not to specify the service will be provided by either the Cincinnati or 5. Siemens Building Technologies,SimplexGrinnell Inc.; Fire Safetywhere Division. 3. National Time & Signal Corporation. ToledoKnight; district 6. Silent aoffice. Honeywell company; only Farenhyt Engineered Systems Distributors. 4. NOTIFIER; a Honeywell company; only NESCO-affiliated distributors. 7. SimplexGrinnell atoTyco International company. It Howey policyLP; not specify SimplexGrinnell the service will be provided by either the Cincinnati or 5.is Fanning Siemens Building Technologies, Inc.; Fire Safetywhere Division. 8. TEPG/Secutron Fire Alarm Systems. Toledo districtaoffice. 6. Silent Knight; Honeywell company; only Farenhyt Engineered Systems Distributors. 7. SimplexGrinnell Tyco International company. It is Fanning Howey policyLP; notato specify SimplexGrinnell where the service will be provided by either the Cincinnati or SECTION 2835008.- REFRIGERANT DETECTION AND ALARM TEPG/Secutron Fire Alarm Systems. Toledo district office.
DIVISION 31 - EARTHWORK SECTION 311000 – SITE CLEARING A.
Protecting existing trees, shrubs, groundcovers, plants, and grass to remain
B.
Removing existing trees, shrubs, groundcovers, plants, and grass
C.
Clearing and grubbing
D.
Stripping and stockpiling topsoil
E.
Removing above and below grade improvements
F.
Temporary erosion and sedimentation control measures – Refer to Civil Drawings 1.
G.
Silt fencing, temporary seeding, catch basin protection, and monitoring
Utility location and notification of proposed work
SECTION 312000 – EARTH MOVING A.
Preparing subgrades for slabs on grade, walks, pavements, playground surfacing, lawns and grasses, and exterior plants
B.
Excavating and backfilling for buildings and structures
C.
Sub-base course for walks and pavements
D.
Subsurface drainage backfill for walls and trenches
E.
Excavating and backfilling for utility trenches
F.
Excavating and backfilling trenches for buried mechanical and electrical utilities and pits for buried utility structures.
G.
Engineered fill – per the specifications of the geotechnical engineer
H.
Geotextiles 1. Drainage Applications 2. Separation Fabric
I.
Flowable fill
7. Section SimplexGrinnell LP; a Tyco International company. includes refrigerant monitors, notification appliances, and SCBA. SECTIONA.283500This - REFRIGERANT DETECTION AND ALARM 8. TEPG/Secutron Fire Alarm Systems.
J.
Proof rolling
B. Refrigerant Manufacturers: This SectionMonitor includes refrigerant AND monitors, notification appliances, and SCBA. SECTIONA.2835001. - REFRIGERANT DETECTION ALARM Chillgard Refrigerant Monitors; MSA; Instrument Division. 2. Genesis International Inc. B. Refrigerant Monitor Manufacturers: A. This Section includes 3. Toxalert, Inc.refrigerant monitors, notification appliances, and SCBA. 1. Chillgard Refrigerant Monitors; MSA; Instrument Division. 2. Genesis International Inc. B. Refrigerant Monitor Manufacturers: C. SCBA Manufacturers: 3. Toxalert, Inc. Chillgard Refrigerant 1. MSA; Safety ProductsMonitors; Division.MSA; Instrument Division. Genesis International 2. Scott Health & Safety;Inc. a division of Tyco Safety Products. C. SCBA Manufacturers: Toxalert, Inc. 3. Survivair 1. MSA; Safety Products Division. 2. Scott Health & Safety; a division of Tyco Safety Products. C. SCBA Manufacturers: 3. Survivair 1. MSA; Safety Products Division. 2. Scott Health & Safety; a division of Tyco Safety Products. 3. Survivair
K.
Dewatering
L.
Excavation 1. Structures – potential over-excavation of poor bearing material 2. Walks/Pavements 3. Utility Trenches
M.
Storage of Soil Materials
N.
Backfill
O.
Compaction
P.
Sub-base and base courses
Q.
Disposal of Waste Material
168 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
R.
On-site geotechnical testing agent to monitor and evaluate earthwork operations 2.
DIVISION 32 – EXTERIOR IMPROVEMENTS SECTION 321216 – ASPHALT PAVING A.
Hot-mix asphalt paving
B.
Pavement marking paint – playground and traffic grade
C.
Bituminous materials shall not contain slag, iron, iron oxide or any other ferrous mineral or ferrous material. Aggregates must be 95% free of ferrous materials.
D.
Provide hot mix asphalt paving according to materials, workmanship, and other applicable requirements of standard specification of state or local DOT.
E.
Aggregates shall meet DOT requirement of the State of Illinois.
F.
Aggregate shall consist of natural aggregate and contain 95 to 100% crushed content. 1. Provide crushed limestone. The contractor may provide 95 to 100 percent crushed gravel. Class B or higher aggregates shall be used in all cases. 2. Compacted aggregate base material shall conform to the gradation shown in the table for each class of paving. 3. All compacted aggregate for bituminous paving shall be constructed in two lifts. In no case shall compacted aggregate lifts be thicker than 4 inches. 4. Compacted aggregate shall contain 0% soft particles, 0 percent shale and 0 percent flat elongated particles.
3. 4. 5.
a. Fly Ash: ASTM C 618, Class [C] [F]. b. Ground Granulated Blast-Furnace Slag: ASTM C 989, Grade 100 or 120. Normal-Weight Aggregates: ASTM C 33, Class 4S coarse aggregate, uniformly graded. Provide aggregates from a single source with documented service record data of at least 10 years' satisfactory service in similar pavement applications and service conditions using similar aggregates and cementitious materials. a. Maximum Coarse-Aggregate Size: 1 inch nominal. b. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement. Water: ASTM C 94/C 94M. Air-Entraining Admixture: ASTM C 260. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and to contain not more than 0.1 percent water-soluble chloride ions by mass of cementitious material. a. Water-Reducing Admixture: ASTM C 494/C 494M, Type A. b. Retarding Admixture: ASTM C 494/C 494M, Type B. c. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D. d. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F. e. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G. f. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.
G.
Curing materials
H.
Concrete wheelstops at accessible parking areas
I.
Steel reinforcement
J.
Broom finish with “picture frame” technique
SECTION 321373 – CONCRETE PAVING JOINT SEALANTS
G.
Use locally available materials and gradations which exhibit a satisfactory record of previous installations.
H.
Paving Geotextile: AASHTO M 288 nonwoven polypropylene; resistant to chemical attack, rot, and mildew; and specifically designed for paving applications.
I.
Pavement marking paint: Alkyd-resin type, lead and chromate free, ready mixed, complying with AASHTO M 248, Type N or Type F; colors complying with FS TT-P-1952. Color as selected by Architect.
J.
Proof-roll subgrade below pavement to identify soft pockets and areas of excess yielding. Do not proof-roll wet or saturated subgrades.
K.
Binder and surface courses of pavement
L.
Asphalt traffic tables at main drive?
M.
Standard duty, Heavy Duty, and permeable asphalt
A.
Wood fiber – Fibar System 300
N.
Geotechnical Recommendation: 1. Light duty traffic – 1.5” wearing, 2” binder, and 8” of IDOT CA-6 2. Medium to heavy duty traffic – 1.5” wearing, 3” binder, and 12” of IDOT CA-6 3. Slope pavement subgrades 1% to prevent sub-pavement ponding
B.
Shredded rubber – Groundscape Technologies – Groundscape Kids
C.
Contained by concrete curbing
D.
12” minimum depth
E.
Swing and slide exit protective rubber stabilizing mat
A.
Expansion and contraction joints within cement concrete pavement
B.
Joints between cement concrete and asphalt pavement
C.
Backer rod
D.
Traffic grade sealant
SECTION 321443 – POROUS UNIT PAVING A.
Porous concrete pavers or poured pervious asphalt material?
SECTION 321816 – PLAYGROUND PROTECTIVE SURFACING
SECTION 321313 – CONCRETE PAVING A.
Dumpster pad – 6” thick reinforced concrete slab over minimum 6” of IDOT CA-6.
B.
Curbs and gutters
C.
Walkways
D.
Detectable warning pavers – Brick precast unit pavers with truncated domes.
E.
Forms
F.
Cementitious Material: Use one of the following cementitious materials, of the same type, brand, and source throughout the Project: 1. Portland Cement: ASTM C 150, Type I or III, gray.
SECTION 323113 – CHAIN LINK FENCES AND GATES A.
Dumpster and playground fencing
B.
Industrial fencing – galvanized coating – 6’ height at dumpster, 4’ at playground
C.
Swing gates – lockable
D.
PVC privacy slats at dumpster area
E.
Polymer/PVC coated playground fence
169 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group
F.
Grounding and bonding
SECTION 323119 – DECORATIVE METAL FENCES AND GATES A.
Orsogril – talia horizontal louvered system – 100% screening
B.
8”x8”x1/2” Concrete filled steel posts
C.
2”x4” tube steel frame
D.
Cane bolt gates into concrete inset
E.
Padlockable hager hasp
F.
Concrete footings
G.
Powder coated - black
The following information has not been ruled out and may become part of the project pending on a Geotechnical Engineer report:
SECTION 329200 – TURF AND GRASSES A.
Seeding for Lawn
B.
Sodding – immediately around the building and small areas
C.
Warranty and replacement 1. One full year to include one full growing season
D.
Seed species/mixes 1. 40% perennial rye (2 varieties) 2. 30% Kentucky Bluegrass (2 varieties) 3. 30% creeping red fescue
E.
Topsoil
F.
Inorganic soil amendments
G.
Fertilization
H.
Erosion control materials
a.
Blankets and fiber mesh
I.
Preparation for seeding
J.
Seeding application - hydroseeding
K.
Lawn maintenance
L.
Cleanup, protection, and quality control
A.
Over-excavation of poor soil for structure or pavements
B.
Extensive dewatering by pump – to control groundwater seepage?
C.
Disking/drying operations following excavation
D.
Underpinning
E.
Excavation support and protection
F.
Piles, Piers, or Caissons
G.
Chemically stabilized subgrade
H.
Lime By-Product Stabilization – Recommended in Geotechnical Report under slabs and pavement areas.
I.
Maintenance and rerouting of existing field tiles, if they exist
J.
Perimeter and underslab drainage
K.
Any other actions deemed necessary by the Geotechnical Engineer
SECTION 329300 – PLANTS A.
Trees
B.
Shrubs
C.
Groundcover
D.
Tree stabilization
E.
Berms around building foundation 1. Edging to contain gravel under overhang
NOTE:
170 Bryant Mitchell | Fanning Howey | JVP Engineers | Edward M. Johnson Associates | Amar Group