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Schematic Design Narrative
Project: Missouri State University Precision Agriculture Educational Building MSU Project Number: 220804-009
Date: October 29, 2021
The Precision Agriculture Education Building project consists of a new facility at the William H. Darr College of Agriculture for the study of equipment and technology integrated within the field of agriculture.Located on Missouri State University’s Darr Agricultural Campus, the new facility accommodates classrooms, faculty offices, a resource room, a computer lab and a multi-bay shop space including welding, woodworking equipment and associated tool storage. Outdoor equipment storage will also be provided adjacent to the new facility.
Codes & Standards:
Building Code – International Building Code 2012 Construction Type: IIB
Use Group: Mixed Used, Non-Separated
(B) Business – Educational occupancies for students above the 12th grade.
(F-1) Factory – Construction and agricultural machinery Zoning: Government and Institutional
Sprinklered
Gross Building Area: 12,200 sq. ft.
Site:
The new facility will be sited on an existing pasture south of Journagan Drive and east of the parking lot for Pinegar Arena. The building will utilize both the existing Pinegar parking lot and a new parking lot to be constructed east of the building along Journagan Drive for the Small Animal Educational Center. The building will match the angle and property setback established by the Pinegar Arena while also being located north of the established floodplain. A covered equipment storage area will be provided at the southwest corner of the building that will be secured with a wood fence and gates.
Building Structure:
Pre-engineered metal building system, concrete floor slab and foundations per the geotechnical report.
*In the current construction market, pre-engineered metal building systems have a current lead time of 8- 12 months with substantial increases in construction costs.
Building Envelope:
Roof: Prefinished standing seam metal roofing will be installed over roof insulation over pre-engineered metal building structure. The roof will be drained with perimeter gutters and downspouts.
Exterior Walls: Exterior walls will be constructed of insulated metal wall panels with concealed fasteners provided by the pre-engineered metal building manufacturer. A polycarbonate vertical translucent glazing system with be provided in the shop area for natural daylight. Decorative metal panels will be used to highlight the entrances to the building.
Exterior Doors:
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• Public Entrances (East and West): Heavy duty, colored anodized aluminum doors with ADA compliant push button operators and security cameras.
• Shop Entrance (East and West): Heavy-duty bi-fold doors will provide vehicular and equipment access to the shop area. Doors will be positioned so equipment can drive-thru the building.
Glazing:
• Window walls: Anodized aluminum thermally broken curtainwall and storefront with 1” tinted insulated glass.
• Windows: Colored anodized aluminum thermally broken windows with 1” tinted insulated glass.
Building Interior:
Interior Partitions:
• Typical partitions: 5/8” Gypsum board each side of metal studs.
• Full height partitions: Walls extending to roof structure will be 6” metal studs with greater steel gauge.
Wall Finishes:
• Typical finish: Painted gypsum board with rubber base.
• Toilet rooms: Ceramic tile.
• Shop: Pre-engineered metal building system liner panel.
Doors:
• Typical: Stained wood veneer solid core wood door in hollow metal frames.
• Offices: Stained wood veneer solid core wood door in hollow metal frames with full light.
• Classrooms: Stained wood veneer solid core wood doors in hollow metal frames with classroom light.
• Shop: Heavy duty hollow metal doors in hollow metal frames.
Floor Finishes:
• Office Areas and Classrooms: Sealed concrete with rubber base.
• Lobbies and Toilet Rooms: Sealed concrete with rubber base.
• Shop: Sealed concrete.
Ceilings:
• Typical: 2 x 2 Fine fissured acoustical panel ceilings.
• Lobbies & Resource Room: Decorative metal soffit ceiling with painted gypsum board soffits.
• Shop: Unfinished exposed structure and insulation.
Millwork:
• Typical: Plastic laminate cabinetry with solid surface countertops.
MEMORANDUM DATE: October 29, 2021
FROM: Mr. Dane Seiler, PE, PTOE; President / Senior Engineer; CJW Transportation Consultants, LLC
TO: Mrs. Danielle Palmer, AIA, Project Architect, NFORM Architecture RE: Small Animal Educational & Precision Ag Building
Darr Agricultural Center Missouri State University Springfield, Missouri INTRODUCTION & PROJECT SCOPE
This memorandum is intended to detail our interpretation and understanding of the needs and desires related to the scope of site infrastructure improvements for the above referenced project at the Darr Agricultural Center in Springfield, Missouri. This area is currently an open field utilized for animal and livestock use.
SITE DEVELOPMENT CONSIDERATIONS
A livestock fence that currently secures animals on site will need to be adjusted to determine the necessary reuse of the area for livestock. In addition parking and the proximity to the Arena lot were considerations in the location of the two buildings. Lastly the site has a rain water catchment system south of the existing parking lot that is utilized for water needs on site.
UTILITY AND STORM WATER INFRATRUCTURE RELOCATION AND ADJUSTMENT
Sanitary Sewer
Sanitary sewer service is available at this location. The sewer is shallow and will need to be evaluated for capacity. Some improvements or upgrades may need to be made in order to serve the proposed
development. The current plan for the most economical route is to connect to the sanitary service for
the magnet elementary school being constructed on the Darr Agricultural Campus. A proposed route is
shown in dashed green.
Small Animal and Precision Ag October 27, 2021 Page 2 NFORM
Water & Gas Main
Currently Water does exist along the entry roadway into the Darr Agricultural Center, the primary access to water comes from a large CU Main along Kansas Expressway. With Fire Service anticipated for these facilities it is anticipated that a water main extension will need to take place from Kansas Expressway to meet the water needs for the project.
Gas exists along the entry roadway as well on the north side of the road from Kansas Expressway to the arena. It is not expected that the project will require and upgrade to the gas utility.
Electric
Electric Service is on site and it is believed that a new transformer will need to be set, to serve the project.
Stormwater
Stormwater detention will also need to be addressed for any additional impervious surface that is added
to the campus. It appears that and additional 16,200 square feet of impervious will be added based upon
the current site plan. It is anticipated that the storm sewer detention will be above ground. This location
would require the storm water from the new parking lots to be conveyed to the detention basin, through
an sheet flow drainage. The storm system will then discharge into the open channel that runs to the east
of the proposed site. The map below is form the city of Springfield GIS, it shows that storm facilities in the
area, with channels in green, and the floodplain illustrated in blue.
Small Animal and Precision Ag October 27, 2021 Page 3 NFORM
PARKING NEEDS
Parking needs for the site where reviewed and it anticipated that approximately 47 spaces will be needed to accommodate the needs of the facilities, 36 are provided in the new parking lot. Both buildings are located to an adjacent parking lot that allows for some overflow parking when needed.
REGULATORY CONSIDERATIONS
A State Land Disturbance permit will be required from the Missouri Department of Natural Resources (MODNR), for disturbing more than one acre of land. Once approval of the project is secured this permit can be issued immediately via the MODNR website. A construction permit may possibly be required from the Water Pollution Control Branch and the Public Drinking Water Branch, each a subset of the Water Protection Program of the MODNR, for the required relocation of water and sewer lines, respectively.
Each of these permits is issued administratively, each with an expected turn-around of three to six weeks once approval is secured from the “continuing authority” (City). Once preliminary plans are prepared, each of those MODNR offices will be notified so jurisdiction and permitting requirements can be confirmed.
This site is not known to contain any traditionally navigable waterways, relatively permanent waterways, or waterways or wetlands which have a significant nexus to those waterways (collectively “waters of the United States”) as defined by the Clean Water Act. Therefore, the site does not appear subject to the joint jurisdiction or permitting of the U.S. Environmental Protection Agency and U.S. Army Corp of Engineers in terms of “Section 10” and “Section 404” compliance.
A storm water pollutant prevention plan (SWPPP) will need to be formulated and submitted to the City of Springfield for approval.
ATTACHMENTS
Schematic Design Plans
3045 South Kansas Expressway
Springfield, MO 65807
(417) 708-9315
MSU Precision Ag Education Building MSU Project # 220804-009
Structural Systems Narrative Date: October 29, 2021
Basic structural systems for the various parts of the project are outlined below:
Foundations:
For this project, we anticipate using conventional shallow foundations bearing on native undisturbed soils or engineered fill material. Slab on grade construction for the service bays will likely be 6 inches thick to provide resilience to heavy equipment traffic. Slab on grade construction for the remaining area is anticipated to be 4 inches thick.
Thrust loading from building columns will be resolved into the slabs on grade using concrete reinforcing hairpins. All building columns are anticipated to bear at finish floor slab elevation.
Framing:
The primary framing for the structure will consist of pre-engineered metal building (PEMB). We anticipate that the exterior cladding will largely be insulated PEMB wall paneling, however we understand that there will be areas with curtainwall glazing and polycarbonate panels. It will be necessary to coordinate these alternate facades with the PEMB provider to ensure that attachment framing is provided at the desired locations.
Lateral resistance for the structure will be PEMB mainframes in the transverse direction. We anticipate PEMB rod bracing in select bays to be used to resist lateral loads in the longitudinal direction.
The exterior lean-to shed framing and inset entry doors will generate more uplift loading from wind than is typically observed in standard PEMB buildings. These areas will also need to be coordinated closely with the PEMB provider to ensure adequate support structure is provided for any cladding elements outside of the PEMB scope.
The mechanical mezzanine area will be structurally independent of the PEMB system. We
anticipate this structure will be constructed of plywood subfloor over light gauge steel joists
bearing on interior light gauge bearing walls. Lateral stability for the mezzanine will be provided
by conventional shear wall paneling attached to the bearing walls. Access to the mezzanine will
be provided by a steel access ladder attached to the side of the mezzanine wall.
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Code Review
Project: MSU Precision Agriculture Education Building MSU Project#: 220804-009
Address: Darr Agricultural Center 2401 S. Kansas Expressway Springfield, MO 65807 Code: IBC 2012
Zoning: GI – Government and Institutional Date: October 29, 2021
CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION
Section 304, Business Group B: The use of a building for office, professional, or service-type transactions which include but not limited to:
Educational occupancies for students above the 12th grade.
Laboratories: testing and research.
Section 306, Factory Group F. The use of a building for assembling, disassembling, fabricating, finishing, manufacturing, repair or procession operations that are not classified Group H or Group S.
Section 306.2, Moderate-hazard factory industrial, Group F-1 Appliances
Automobiles and other motor vehicles Construction and agricultural machinery Engines (including rebuilding)
Machinery Metals
Recreational vehicles
CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY Section 414, Hazardous Materials.
[F] 414.1 General. The provisions of Sections 414.1 through 414.7 shall apply to buildings and structures occupied for the manufacturing, processing, dispensing, use or storage of hazardous materials.
[F] 414.2.1 Construction requirements. Control areas shall be separated from each other by fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both.
[F] Table 414.2.2 Design and Number of Control Areas:
Floor Level 1: 100% of the maximum allowable quantity per control area.
4 areas allowed.
1 hour fire barrier required.
[F] 414.2.4 Fire-resistance-rating requirements. The floor assembly of the control area and the construction supporting the floor of the control area shall have a fire-resistance rating of not less than 2 hours.
p: 417.873.2255 | 312 W Commercial St; Springfield MO, 65803 | www.nformarc.com Exception: The floor assembly of the control area and the construction supporting the floor of the control area are allowed to be 1-hour fire-resistance rated in buildings of Types IIA, IIIA and VA construction, provided that both of the following conditions exist:
1. The building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1; and
2. The building is three or fewer stories above grade plane.
[F] 414.3 Ventilation. Rooms, areas or spaces of Group H in which explosive, corrosive, combustible, flammable or highly toxic dusts, mists, fumes, vapors or gases are or may be emitted due to the processing, use, handling or storage of materials shall be mechanically ventilated as required by the IFC and the IMC.
Ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. Exhaust ducts shall not extend into or through ducts and plenum.
Exception: Ducts conveying vapor or fumes having flammable constituents less than 25 percent of their lower flammable limit (LFL) are permitted to pass through other spaces.
Emissions generated at workstations shall be confined to the area in which they are generated as specified in the IFC and IMC.
A manual control for ventilation equipment required by this section shall be provided outside the room adjacent to the principal access door to the room. The switch shall be of the break-glass type and shall be labeled: BENTILATION SYSTEM EMERGENCY SHUTOFF.
[F] 414.4 Hazardous material systems. Automatic controls, where provided, shall be designed to be fail safe.
[F] 414.5.3 Emergency or standby power. Where required by the IFC or this code, such systems shall be provided with an emergency or standby power system in accordance with Chapter 27.
Exceptions: (Based on Class, see page 78.)
[F] 414.5.4 Spill control, drainage and containment. Rooms or areas occupied for the storage of solid and liquid hazardous materials shall be provided with a means to control spillage and to contain or drain off spillage and fire protection water discharged in the storage area where required in the IFC. The methods of spill control shall be in accordance with the IFC.
[F] Emergency alarms. Emergency alarms for the detection and notification of an emergency conditions in Group H occupancies shall be provided as set forth herein.
CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS Table 503: Allowable Building Height and Areas:
Group B, Type II-B Construction: Limitations are 55’-0”, 3 Stories, and 23,000 s.f. – Sprinklered – 69.000 s.f.
Group F-1, Type II-B Construction: Limitations are 55’-0”, 2 Stories, and 15,500 s.f. – Sprinklered – 46,500 s.f.
Section 505, Mezzanines and Equipment Platforms: Shall be considered a portion of the story below. Such mezzanines shall not contribute to either the building area or number of stories. The area of the mezzanine shall be included in determining fire area. The clear height above and below the mezzanine floor shall be not less than 7 feet.
505.2.2 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Chapter 10.
505.2.1 Area Limitation. Mezzanines within a room shall be not greater than one-third of the floor area of the room in which they are located.
Section 505.2.3 Openness. A mezzanine shall be open and unobstructed expect for walls 42” in height, columns and posts.
Exceptions:
p: 417.873.2255 | 312 W Commercial St; Springfield MO, 65803 | www.nformarc.com 1. Mezzanines not fully opened provided that the occupant load not greater than
10.
Section 506, Building Area Modifications
506.2 Frontage increase. Where a building has more than 25 percent of its perimeter on a public way or open space having a width of not less than 20 feet, the frontage increase shall be determined in accordance with Equation 5-2” North elevation of building along street is less than 25% of its perimeter.
506.3 Automatic sprinkler system increase. Where a building is equipped throughout with an approved automatic sprinkler system in accordance with Section 903.1.1, the building area limitation in Table 503 is permitted to be increased by an additional 300 % percent for buildings with no more than one story above grade plane. These increases are permitted in addition to the height and story increases in accordance with Section 504.2.
Section 508.2 Accessory occupancies. Accessory occupancies are those occupancies that are ancillary to the main occupancy of the building or portion thereof. Accessory occupancies shall comply with the provisions of Sections 508.2.1 through 508.2.4.
508.2.1 Area limitations. Aggregate accessory occupancies shall not occupy more than 10 percent of the building area of the story in which they are located and shall not exceed the tabular values in Table 503, without building area increases in accordance with Section 506 for such accessory occupancies.
508.2.2 Occupancy classification. Accessory occupancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space.
508.2.4 Separation of occupancies. No separation is required between accessory occupancies and the main occupancy.
508.3 Nonseparated occupancies. Buildings or portions of buildings that comply with the provisions of this section shall be considered as nonseparated occupancies.
508.3.1 Occupancy Classification. Nonseparated occupancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each portion of the building based on he occupancy classification of that space. In addition, the most restrictive provisions of Chapter 9 which apply to the nonseparated occupancies shall apply to the total nonseparated occupancy area.
508.3.2 Allowable building area and height. The allowable building area and height of the building or portion thereof shall be based on the most restrictive allowances for the occupancy groups under consideration for the type of construction of the building in accordance with Section 503.1. (Group F-1).
508.3.3 Separation. No separation is required between nonseparated occupancies.
508.4.4 Separation. Individual occupancies shall be separated from adjacent occupancies accordance with Table 508.4 F-1 & B: No separation requirement.
Table 509, Incidental Uses
Stationary storage battery systems (for facility standby power, emergency power, etc.) -1 hour.
CHAPTER 6 – TYPES OF CONSTRUCTION
Table 601: Fire-Resistance Rating Requirements for Building Elements (Hours) Type IIB Construction:
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Structural Frame: 0 hour
Bearing Walls, Exterior & Interior: 0 hour Nonbearing walls and partitions, interior: 0 hour
Floor Construction: 0 hour
Roof Construction: 0 hour
Table 602: Fire-Resistance Rating Requirements for Exterior Walls Based on Fire Separation Distance 5 < X < 10 1 hour
10 ≤ X < 30 0 hour
If a plaza is located between both buildings this will affect our distance/proximity.
Section 603.1. Combustible materials shall be permitted in buildings of Type I or II construction in the following applications and in accordance with Sections 603.1.1 through 603.1.3:
1. Fire-retardant-treated wood shall be permitted in:
1.1. Nonbearing partitions where the required fire- resistance rating is 2 hours or less.
1.2. Nonbearing exterior walls where fire-resistance rated construction is not required.
1.3 Roof construction, including girders, trusses, framing and decking.
CHAPTER 7 – FIRE AND SMOKE PROTECTION
705.2.1 Type I and II construction. Projections from walls of Type 1 or II construction shall be of noncombustible materials as allowed by Sections 1406.3 and 1406.4.
705.3 Buildings on the same lot. Where a new building is to be erected on the same lot as an existing building, the location of he assumed imaginary line with relation to the existing building shall be such that the exterior wall and opening protection of the existing building meet the criteria as set forth in Sections 705.5 and 705.8.
Exception: Two or more buildings on the same lot shall either be regulated as separate buildings or shall be considered as portions of one building if the aggregate area of such building is within the limits specified in Chapter 5 for a single building. Where the buildings contain different occupancy groups or are of different types of construction, the area shall be that allowed from the most restrictive occupancy or construction.
Table 705.8 Maximum Area of Exterior Wall Openings Based on Fire Separation Distance and Degree of Opening Protection.
Fire Separation Distance: 20 to less than 25
Degree of Opening Protection: Unprotected, Nonsprinklered – 45%
Unprotected, Sprinklered – No limit.
705.8.1 Allowable area of openings. The maximum area of unprotected and protected openings permitted in an exterior wall in any story of a building shall not exceed the percentages specified in Table 705.8.
Exceptions:
1. Buildings whose exterior bearing walls, exterior nonbearing walls and exterior primary structural frame are not required to be fire-resistance rated shall be permitted to have unlimited unprotected openings.
Table 707.3.10, Fire-Resistance Rating Requirements for Fire Barrier Assemblies or Horizontal Assemblies Between Fire Areas
Occupancy Group F-1 3 Hours Occupancy Group B 2 Hours Section 707 Fire Barriers
p: 417.873.2255 | 312 W Commercial St; Springfield MO, 65803 | www.nformarc.com 707.4 Exterior walls. Where exterior walls serve as a party of a required fire-resistance rated separation, such walls shall comply with the requirements of Section 705 for exterior walls and the fire-resistance rated enclosure or separation requirement shall not apply.
707.5 Continuity. Fire barriers shall extend from the top of the foundation or floor/ceiling assembly below the underside of the floor or roof sheathing, slab or deck above and shall be securely attached thereto.
Such fire barriers shall be continuous through concealed space, such as the space above a suspended ceiling. Joints and voids at intersections shall comply with Sections 707.8 and 707.9.
707.5.1 Supporting construction. The supporting construction for a fire barrier shall be protected to afford the required fire-resistance rating of the fire barrier supported. Hollow vertical spaces within a fire barrier shall be fire blocked in accordance with Section 718/.2 at every floor level.
Exceptions.
1. Supporting construction for 1-hour fire barriers required by Table 509 in buildings of Type IIB construction is not required to be fire-resistance rated unless required by other sections of this code.
707.6 Openings. Openings in a fire barrier shall be protected in accordance with Section 716..
Openings shall be limited to a maximum aggregate width of 25% of the length of the wall, and the maximum area of any single opening shall not exceed 156 sq. ft.
708 Fire Partitions
708.1 General. The following wall assemblies comply with this section.
4. Corridor walls as required by Section 1018.1
708.4 Continuity. Fire partitions shall extend from the top of the foundation or floor/ceiling assembly below to the underside of the floor or roof sheathing, slab or deck above or to the fire- resistance rated floor/ceiling or roof/ceiling assembly above, and shall be securely attached thereto.
Exceptions:
3. Here the corridor ceiling is constructed as required for the corridor walls, the walls shall be permitted to terminate at the upper membrane of such ceiling assembly.
708.6 Openings. Openings in a fire partition shall be protected in accordance with Section 716.
Section 711, Horizontal Assemblies
711.3 Fire-resistance rating. The fire-resistance rating of floor and roof assemblies shall not less be less than that required by the building type of construction. Where the floor assembly separates a single occupancy into different fire areas, the assembly shall have a fire-resistance rating of not less than that required by Section 707.3.10
CHAPTER 8 – INTERIOR FINISHES 803 Wall and Ceiling Finishes.
Class A = Flame spread index 0-25; smoke-developed index 0-450.
Class B = Flame spread index 26-75; smoke-developed index 0-450.
Class C = Flame spread index 76-200; smoke developed index 0-450.
Table 803.9 Interior Wall and Ceiling Finish Requirements by Occupancy Group B
Interior exit stairways/ramps A
Interior exit passageways B
p: 417.873.2255 | 312 W Commercial St; Springfield MO, 65803 | www.nformarc.com Corridors and enclosure for exit access stairways/ramps B
Rooms and enclosed spaces C
Group F
Interior exit stairways/ramps A
Interior exit passageways B
Corridors and enclosure for exit access stairways/ramps A
Rooms and enclosed spaces B
CHAPTER 9 – FIRE PROTECTION SYSTEMS
903.2.4 Group F-1: An automatic sprinkler system shall be provided for Group F-1 occupancies where one of the following exists:
1. A group F-1 fire area exceeds 12,000 square feet.
Table 906.3 (1): Fire Extinguisher for Class A fire Hazards: Maximum Travel Distance to Extinguisher – 75 feet.
CHAPTER 10 – MEANS OF EGRESS
Table 1004.1.2: maximum Floor Area Allowance per Occupant:
Accessory storage areas, mechanical equipment room: 300 gross
Business Areas 100 gross
Educational
Classroom Area 20 net
Shops and vocational room 50 net
1005.5 Distribution of egress capacity. Where more than one exit, or access to more than one exit, is required, the means of egress shall be configured such that the loss of any one exit, or access to one exit, shall not reduce the available capacity to less than 50 percent of the required capacity.
1005.7.1 Doors. Doors, when fully opened, shall not reduce the required width by more than 7”.
1005.7.3 Protruding objects. Protruding object shall 1003.3.
1008.1.10 Panic and fire exit hardware. Doors serving a Group H occupancy and doors serving rooms or spaces with an occupant load of 50 or more in Group A or E occupancy shall not be provide with a latch or lock unless it is panic hardware or fire exit hardware.
Table 1014.3: Common Path of Egress Travel – 75 feet.
1015.1 Exit and exit access doorways from spaces: Two exits or exit access doorways from any space shall be provide where one of the following conditions exist:
1. The occupant load of the space exceeds one of the values in Table 1015.1. – 49 occupants 2. The common path of egress travel exceeds one of the limitations of Section 1014.3.
3. Where required by Section 1015.3, 1015.4, 1015.5, or 1015.6.
Table 1015.1 Spaces with One Exit or Exit Access Doorway Occupancy B and F: Maximum occupant Load 49.
p: 417.873.2255 | 312 W Commercial St; Springfield MO, 65803 | www.nformarc.com 1015.5.1 Three or more exits or exit access doorways. Three exits or exit access doorways shall be provided from any space with an occupant load of 501 to 1,000. Four exists or exit access doorways shall be provided from any space with an occupant load greater than 1,000.
1015.2.1 Two exits or exit access doorways. Where two exits or exit access doorways are required from any portion of the exit access, the exit doors or exit access doorways shall be placed a distance apart equal to not less than one-half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between exist doors or exit access doorways.
Exception: Where a building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2, the separation distance of the exit doors or exit access doorways shall not be less than one-third of the length of the maximum overall diagonal dimension of the area served.
1015.2.2 Three or more exits or exit access doorways. Where access to three or more exits is required, at least two exit doors or exit access doorways shall be arranged in accordance with the provisions of Section 1015.2.1.
Table 1016.2: Exit Access Travel Distance
Occupancy F-1: 200 feet (w/out sprinkler system) 250 feet (w/ sprinkler system) Occupancy B: 200 feet (w/out sprinkler system) 300 feet (w/ sprinkler system) Section 1018 Corridors
1018.1 Construction. Corridors shall be fire resistance:
Table 1018.1
Occupancy B & F, Greater than 30 0 hour with sprinkler system 1018.2 Width
36 inches With required occupancy capacity less than 50 44 inches Any facilities not listed below
Minimum Plumbing Facilities Table 2902.1
Occupancy B:
Water Closets – 1 per 25 for the first 50 and 1 per 50 for the remainder exceeding 50 Lavatories – 1 per 40 for the first 80 and 1 per 80 for the remainder
Drinking Fountains – 1 per 100 Other – 1 Service Sink Occupancy F-1:
Water Closets – 1 per 100 Lavatories – 1 per 100 Drinking Fountains – 1 per 400 Other – 1 Service Sink
In addition to the public toilet rooms we are providing a unisex toilet to accommodate the required minimum plumbing fixtures.
Precision Agriculture Educational Building
MSU Project Number: 220804-009 Friday, October 29, 2021
Room Name Qty. Floor Area (s.f.) Total (s.f.) Notes
General Facility 10,175
Lobby 1 450 450 Seating area for students and study area
Office 2 140 280 Offices for faculty/graduate student
Secure Faculty Storage 1 70 70 Secure strorage for equipment
Work Area 0 95 0 Shared with Small Animal Facility
Break Area 0 160 0 Shared with Small Animal Facility
General Storage 1 200 200
Classroom 2 1,200 2,400 40 students each - tables and chairs
Resource Room 1 250 250 6-10 computers/study area, storage manuels
Gas Storage 1 65 65
Shop 1 6,000 6,000 Include welding, woodworking, vehicle pit & crane
Tool Storage 1 160 160 Tool and equipment storage
Public Restrooms 2 150 300
Support Spaces 755
Mechanical 1 600 600 Utilize interior equipment mezzanine
Electrical 1 45 45
IT Closet 1 40 40
Janitor/ Cleaning Supplies 1 70 70
Outdoor Area 0
Covered Area 1 1,200 0 Not included in overall SF.
Sub-Total 10,930
Grossing Factor (Circulation) 1,093 10%
Total 12,023 12,000
Precision Agriculture Education Building
MSU Project Number: 220806-013 Friday, October 29, 2021
Equipment Qty. Room Notes
Tables and Chairs 80 Classroom MSU Standard Furniture and Equipment
Podium/Lecturn 2 Classroom " "
Computer/Projection Equipment 2 Classroom " "
Display Cooler 2 Classroom *
Desk/Office Furniture Office MSU Standard Furniture
Field Drones Secure Storage *Quantities - Space Required?
GPS Equipment Secure Storage *Quantities - Space Required?
Planting/Harvesting Equip. Monitor System Secure Storage *
Radial Arm Saw 1 Woodworking *
Table Saw 1 Woodworking *
Drill Press 2 Wood/Weld *
Sander 1 Woodworking *
Bench Grinder 3 Wood/Weld *Quantities - Space Required?
Welding Booths 10 Welding *
Work Benches ? Wood/Metal *
Metal Cutoff Saws 2 Welding *
Oxy/Act Units 3 Welding *
AC/DC Arc Welders 8 Welding *
MIG Welders 4 Welding *
Metal Shear 1 Welding *
Metal Cutting Band Saw 1 Welding *
Plasma Cutter 2 Welding *
Plasma Table 1 Welding *
Overhead Gantry Crane (2-3ton) 1 Shop *
Air Compressor 1 Shop *
Misc. Hand Power Tools ? Tool Storage *Quantities - Space Required?
Gear Transmission Model 1 Shop Storage *
Sprayer Model 1 Shop Storage *
Combustible Storage 1 Shop Storage *
Wood & Metal Storage 1 Shop Storage *
Tool Storage (cabinets on wall) 1 Shop Storage *
Student Lockers 20 Shop Storage *
* Provide equipment manufactuer, model # and size for existing or new equipment as Basis of Design.
Provide vehicle & equipment manufactuer, model # and size for existing equipment to be accomodated.
Technical Specification Index Page 1 of 2 Missouri State University – Precision Agriculture Educational Building
MSU Project #: 220804-009 Rev 7/1/21
TECHNICAL SPECIFICATION INDEX
Division 01 – General Requirements
Section 010000 – General Requirements ... X-X Section 011000 – Summary ... X-X Section 012100 – Allowances ... X-X Section 012200 – Unit Prices ... X-X Section 012300 – Alternates ... X-X Section 012500 – Substitution Procedures ... X-X Section 012900 – Payment Procedures ... X-X Section 013100 – Project Management and Coordination ... X-X Section 013200 – Construction Progress Documentation ... X-X Section 013233 – Photographic Documentation ... X-X Section 013300 – Submittal Procedures ... X-X Section 014000 – Quality Requirements ... X-X Section 014200 – References ... X-X Section 015000 – Temporary Facilities and Controls ... X-X Section 016000 – Product Requirements ... X-X Section 017300 – Execution ... X-X Section 017700 – Closeout Procedures ... X-X Section 017823 – Operation and Maintenance Data ... X-X Section 017839 – Project Record Documents ... X-X Section 017900 – Demonstration and Training ... X-X Division 3 – Concrete
Section 033000 – Cast-In-Place Concrete ... X-X Section 033543 – Polished Concrete Finishing ... X-X Division 05 – Metals
Section 051200 – Structural Steel Framing ... X-X Section 053100 – Steel Decking ... X-X Section 054000 – Cold-Formed Metal Framing ... X-X Section 055000 – Metal Fabrications ... X-X Section 055213 – Pipe and Tube Railings ... X-X Division 06 – Wood, Plastics, And Composites
Section 061053 – Miscellaneous Rough Carpentry ... X-X Section 061600 – Sheathing ... X-X Section 062023 – Interior Finish Carpentry ... X-X Section 064116 – Plastic-Laminate-Faced Architectural Cabinets ... X-X Division 07 – Thermal and Moisture Protection
Section 072100 – Thermal Insulation ... X-X Section 072119 – Foamed-In-Place Insulation ... X-X Section 072600 – Vapor Retarders ... X-X Section 074213.19 – Insulated Metal Wall Panels ... X-X Section 074213.53 – Metal Soffit Panels ... X-X Section 076200 – Sheet Metal Flashing and Trim ... X-X Section 077200 – Roof Accessories ... X-X Section 077253 – Snow Guards ... X-X Section 078413 – Penetration Firestopping ... X-X Section 078443 – Joint Firestopping ... X-X Section 079200 – Joint Sealants ... X-X Section 079219 – Acoustical Joint Sealants ... X-X Division 08 – Openings
Section 081113 – Hollow Metal Doors and Frames ... X-X Section 081416 – Flush Wood Doors ... X-X
Technical Specification Index Page 2 of 2 Missouri State University – Precision Agriculture Educational Building
MSU Project #: 220804-009 Rev 7/1/21
Section 083113 – Access Doors and Frames ... X-X Section 083323 – Overhead Coiling Doors ... X-X Section 083513 – Folding Doors ... X-X Section 084113 – Aluminum-Framed Entrances and Storefronts ... X-X Section 084413 – Glazed Aluminum Curtain Walls ... X-X Section 087100 – Door Hardware ... X-X Section 088000 – Glazing ... X-X Section 088300 – Mirrors ... X-X Division 09 – Finishes
Section 092216 – Non-Structural Metal Framing ... X-X Section 092900 – Gypsum Board ... X-X Section 093013 – Ceramic Tiling ... X-X Section 095113 – Acoustical Panel Ceilings ... X-X Section 096513 – Resilient Base and Accessories ... X-X Section 097200 – Wall Coverings ... X-X Section 098433 – Sound-Absorbing Wall Units ... X-X Section 099113 – Exterior Painting ... X-X Section 099123 – Interior Painting ... X-X Section 099300 – Staining and Transparent Finishing ... X-X Section 099600 – High-Performance Coatings ... X-X Division 10 – Specialties
Section 101100 – Visual Display Units ... X-X Section 101416 – Plaques ... X-X Section 101419 – Dimensional Letter Signage ... X-X Section 101423 – Panel Signage ... X-X Section 102113.19 – Plastic Toilet Compartments ... X-X Section 102239 – Folding Panel Partitions ... X-X Section 102600 – Wall and Door Protection ... X-X Section 102800 – Toilet, Bath and Laundry Accessories ... X-X Section 104413 – Fire Protection Cabinets ... X-X Section 104416 – Fire Extinguishers ... X-X Section 105113 – Metal Lockers ... X-X Division 11 – Equipment
Section 113100 – Residential Appliances ... X-X Section 115213 – Projection Screens ... X-X Division 12 – Furnishings
Section 122413 – Roller Window Shades ... X-X Section 123661 – Simulated Stone Countertops ... X-X Division 13 – Special Construction
Section 133419 – Metal Building Systems ... X-X Division 32 – Exterior Improvements
Section 321216 – Asphalt Paving ... X-X Section 321313 – Concrete Paving ... X-X Section 321373 – Concrete Paving Joint Sealants ... X-X Section 321726 –Tactile Warning Surfacing ... X-X Section 323113 – Chain Link Fences and Gates ... X-X Section 328400 – Planting Irrigation ... X-X Section 329113 – Soil Preparation ... X-X Section 329200 – Turf and Grasses ... X-X Section 329300 – Plants ... X-X End Of Document 000102
Missouri State University - Precision Agriculture Educational Building MSU Project #220804-009
October 29, 2021
Division 2 - Existing Conditions $0
Division 3 - Cast-In-Place Concrete $181,314
Division 4 - Masonry $0
Division 5 - Metals $19,970
Division 6 - Woods/ Plastics $12,958
Division 7 - Thermal $302,555
Division 8 - Openings $155,798
Division 9 - Finishes $221,442
Division 10 - Specialties $31,508
Division 11 - Equipment $0
Division 12 - Furnishings $9,375
Division 13 - Special Construction $448,000
Division 14 - Conveying Systems $0
Division 21 - Fire Suppression $40,471
Division 22 - Plumbing $80,942
Division 23 - HVAC $400,595
Division 26 - Electrical $343,392
Division 27 - Communications $0
Division 28 - Electronic Safety & Security $30,660
Division 31 - Earthwork $130,128
Division 32 - Exterior Improvements $23,614
Division 33 - Utilities $0
Subtotal $2,432,723
Construction Escalation Factor (6%) $145,963
Contingency (10%) $243,272
General Conditions (10%) $282,196
Overhead & Profit (10%) $310,415
Total Construction Cost $3,414,570
Project Admin (5%) $170,729
FF&E $92,000
Telecommunications $20,000
Classroom Technology $20,000
Site Testing & Engineering $40,000
Professional Fee's $148,000
Total Estimated Cost $3,905,299
Missouri State University - Precision Agriculture Educational Building MSU Project #220804-009
10/29/2021
Division Section # - Section Title Item Unit Quantity Cost Estimated Cost
Division 2 - Existing Conditions $0.00
024119 - Selective Structure Demolition
Division 3 - Concrete $181,313.79
033000 - Cast-In-Place Concrete Concrete SF 12,264 $12.86 $157,715.04
6" Slab CY 125 $188.79 $23,598.75
033543 - Polished Concrete Floors MSF 0 $1,425.00 $0.00
Division 4 - Masonry $0.00
042000 - Unit Masonry
042200 - Concrete Unit Masonry 8" SF 0 $10.65 $0.00
Division 5 - Metals $19,970.00
051200 - Structural Steel Framing Folding Partition Bridge Crane 052100 - Steel Joist Framing
053100 - Steel Decking
054000 - Cold-Formed Metal Framing
055000 - Metal Fabrications LS 1 $15,000.00 $15,000.00
055100 - Metal Stairs Ships Ladder RISER 10 $335.00 $3,350.00
055200 - Metal Railings Guard Rail LF 20 $81.00 $1,620.00
055213 - Pipe & Tube Railings Steel Handrail LF 0 $62.50 $0.00
055413 - Trench Grate
Division 6 - Woods/Plastics $12,958.08
061000 - Rough Carpentry
061053 - Miscellaneous Rough Carpentry SF 12,264 $0.60 $7,358.40
061600 - Sheathing SF 1,824 $1.57 $2,863.68
062013 - Exterior Finish Carpentry
062023 - Interior Finish Carpentry SF 0 $2.85 $0.00
064116 - Architectural Laminate Cabinets Base & Upper SF 200 $13.68 $2,736.00
066400 - Plastic Paneling FRP SF 0 $3.80 $0.00
Division 7 - Thermal $302,555.12
071113 - Bituminous Dampproofing
072100 - Thermal Insulation Roof SF 13,320 $2.30 $30,636.00
Exterior Walls SF 2,442 $0.95 $2,319.90
Interior Walls SF 5,000 $0.94 $4,700.00
072610 - Vapor Retarders
073129 - Wood Shingles and Shakes
074113 - Metal Roof Panels Standing Seam Metal Roof SF 16,605 $6.36 $105,607.80
074213 - Metal Wall Panels Insulated Metal Wall SF 7,600 $12.80 $97,280.00
Liner Panel
074600 - Siding Wood Siding SF 720 $8.73 $6,285.60
074673 - Metal Soffit SF 1,538 $12.35 $18,994.30
076100 - Sheet Metal Roofing 076200 - Sheet Metal Flashing & Trim
Downspouts LF 342 $8.21 $2,807.82
Gutters LF 320 $10.00 $3,200.00
Misc. Flashing LF 530 $8.41 $4,457.30
077100 - Roof Specialties Roof Hatch (3'x12') EA 0 $4,330.00 $0.00
077200 - Roof Accessories
077253 - Snow Guards Double Rail LF 320 $36.77 $11,766.40
078100 - Applied Fireproofing
078413 - Penetration Firestopping LS 1 $3,500.00 $3,500.00
079200 - Joint Sealants SF 1 $11,000.00 $11,000.00
Division 8 - Openings $155,797.50
081113 - Hollow Metal Doors & Frames Int. Hollow Metal Frames EA 17 $320.50 $5,448.50
Int. Hollow Metal Doors EA 7 $475.00 $3,325.00
Ext. Hollow Metal Frames EA 3 $384.60 $1,153.80
Ext. Hollow Metal Doors EA 4 $575.00 $2,300.00
Int. Window Frames EA 1 $600.00 $600.00
081416 - Flush Wood Doors
Standard SC Wood Doors EA 10 $386.00 $3,860.00
Add Half Lite EA 0 $200.00 $0.00
Add Full Lite EA 0 $300.00 $0.00
Add Classroom Lite EA 0 $200.00 $0.00
083113 - Access Doors & Frames
083323 - Overhead Coiling Doors 16'-0" x 16'-0" EA $10,000.00 $0.00
083513 - Folding Doors Bi-Fold 16x16 LS 1 $32,796.00 $32,796.00
083613 - Sectional Doors 16'-0" x 16'-0" EA $6,000.00 $0.00
084113 - Aluminum-Framed Ent. & Strfrnt.
Ext. Storefront System SF 1,052 $37.60 $39,555.20
3'-0" Doors EA 2 $853.00 $1,706.00
6'-0" Doors EA 2 $1,274.00 $2,548.00
084413 - Aluminum Curtainwall
084523 - Fiberglass Sandwich Panel SF 1,035 $33.00 $34,155.00
087100 - Door Hardware EA 20 $925.00 $18,500.00
087113 - Automatic Door Operators EA 2 $4,925.00 $9,850.00
088000 - Glazing 089000 - Louvers & Vents
Division 9 - Finishes $221,442.41
092216 - Non-Structural Metal Framing SF 6,450 $24.81 $160,024.50
3 5/8" Standard Partition SF 0 $7.00 $0.00
6" Standard Partition SF 0 $7.55 $0.00
1 1/2" Furring SF 0 $4.50 $0.00
092900 - Gypsum Board Interior Walls SF 0 $2.05 $0.00 *Included in SF #
Moisture Resistant Ceiling SF 0 $2.45 $0.00
093000 - Tiling
Toilet Room Wall Tile SF 260 $12.50 $3,250.00
Base LF 27 $11.85 $319.95
095113 - Acoustical Panel Ceilings
Standard 2 x 2 Ceilings SF 4,880 $4.28 $20,886.40
096500 - Resilient Flooring VCT SF 0 $2.80 $0.00
096513 - Resilient Base & Acc. 4" Rubber Base LF 1,372 $2.98 $4,088.56
096516 - Resilient Sheet Flooring 096519 - Resilient Tile Flooring
096723 - Resinous Flooring SF $9.87 $0.00
096813 - Tile Carpeting SY $30.00 $0.00
097200 - Wall Coverings
098433 - Sound Absorbing Wall Units
099100 - Painting SF 7,100 $4.63 $32,873.00
099113 - Exterior Painting Columns, doors, lintels, etc. LS 0 $10,000.00 $0.00 *Included in SF #
099123 - Interior Painting
CMU Walls SF 0 $2.43 $0.00 *Included in SF #
Gypsum Board Walls SF 0 $1.02 $0.00
Gyp. board ceilings SF 0 $1.27 $0.00
Exposed structure SF 0 $0.65 $0.00
099300 - Staining & Transparent Finishing *Included in SF #
Division 10 - Specialties $31,508.20
101100 - Visual Display Units Marker Boards (FF&E) 101400 - Signage
Exterior Building EA 38 $120.50 $4,579.00
Room EA 13 $48.90 $635.70
101700 - Telephone Specialties
102113 - Toilet Compartments Plastic Toilet Compartments EA 1 $888.00 $888.00
Handicap EA 2 $1,223.00 $2,446.00
Urinal Screen EA 1 $573.00 $573.00
102213 - Wire Mesh Partitions
102226 - Operable Partitions Folding Partition EA 1 $16,750.00 $16,750.00
102226 - Wall & Door Protection 102800 - Toilet, Bath, and Laundry Acc.
Grab Bars EA 9 $200.00 $1,800.00
Paper Towel Dispensers/ Receptacles OFOI EA $415.00
Paper Towel Dispensers OFOI EA $100.00
Toilet Paper Dispensers OFOI EA $52.50
Toilet Paper Dispensers/ SN Receptacles OFOI EA $250.00
Framed Mirror EA 5 $162.00 $810.00
Soap Dispensers OFOI EA $85.00
Coat Hook EA 6 $30.00 $180.00
104400 - Fire-Protection Specialties
104413 - Fire Extinguisher Cabinets EA 3 $400.00 $1,200.00
104416 - Fire Extinguishers portable EA 3 $60.50 $181.50
105110 - Metal Lockers 15"(w) x 12"(d) x 54"(h) EA 5 $293.00 $1,465.00
105723 - Closet & Utility Shelving 108113 - Bird Control Devices
Division 11 - Equipment $0.00 110000 - Equipment
113100 - Residential Appliances FF&E
115213 - Projection Screens FF&E
Division 12 - Furnishings $9,375.00
122413 - Roller Window Shades FF&E
123616 - Metal Countertops
123623 - Plastic Laminate Countertops LF 0 $38.00 $0.00
123661 - Solid Surface Countertops LF 75 $125.00 $9,375.00
124813 - Entrance Floor Mats & Frames SF 0 $39.62 $0.00
125100 - Office Furniture 129313 - Bike Racks
Division 13 - Special Const. $448,000.00
133419 - Metal Building Systems SF 12,800 $35.00 $448,000.00
Division 14 - Conveying Sys. $0.00
142400 - Hydraulic Elevators
Division 21 - Fire Suppression $40,471.20
210000 - Fire Protection System SF 12,264 $3.30 $40,471.20
Division 22 - Plumbing $80,942.40
220000 - Plumbing Fixtures and Piping SF 12,264 $6.60 $80,942.40
Division 23 - HVAC $400,595.00
230000 - HVAC Split System SF 5,895 $28.00 $165,060.00
Radiant SF 6,369 $12.00 $76,428.00
Welding Vent EA 1 $140,000.00 $140,000.00
Dust Collection
Exhaust/ Ventilation LS 6,369 $3.00 $19,107.00
Division 26 - Electrical $343,392.00
260000 - Electrical System SF 12,264 $28.00 $343,392.00
Division 27 - Communications $0.00
271500 - Comm. Horizontal Cabling Data SF 0 $8.00 $0.00 *Included 26
Division 28 - Electronic Safety and Security $30,660.00
283100 - Addressable Fire Alarm SF 12,264 $2.50 $30,660.00
Division 31 - Earthwork $130,128.00
311000 - Site Prep Unsuitable Soil LS 1 $50,000.00 $50,000.00
Excavation & 5' Fill SF 12,800 $6.26 $80,128.00
312000 - Earth Moving 313116 - Termite Control
Division 32 - Exterior Improvements $23,614.30
321123 - Base SY $7.05 $0.00
321216 - Asphalt Paving Topping SY $17.95 $0.00
321313 - Concrete Paving SF 2,070 $4.89 $10,122.30
321400 - Unit Paving
321713 - Precast Parking Bumpers Concrete Bollards EA 16 $350.00 $5,600.00
323113 - Chain Link Fences & Gates 8' Fencing LF 80 $52.50 $4,200.00
Corner Posts EA 12 $141.00 $1,692.00
Gate EA 4 $500.00 $2,000.00
323223 - Segmental Retaining Walls
328400 - Planting Irrigation
329200 - Turf & Grasses SF $0.05 $0.00
329300 - Plants
Division 33 - Utilities $0.00
330000 - Utilities Water Upgrade EA 0 $100,000.00 $0.00
332100 - Water Supply Wells 334100 - Storm Utility Drainage Piping 334600 - Subdrainage
Subtotal $2,432,723.00
6% Construction Cost Escalation Factor $145,963.38
10% Contingency $243,272.30
10% General Conditions $282,195.87
10% O&P $310,415.45
Total Construction Cost $3,414,570.00
MSU Intial Construction Budget + Construction Contingency $2,127,500.00
Construction Cost Difference $1,287,070.00
Project Fee's
Project Administration (5%) $170,728.50
Furniture, Fixtures & Equipment $92,000.00
Telecommunications $20,000.00
Classroom Technology $20,000.00
Site Testing & Engineering $40,000.00
Professional Fee's $148,000.00
Total Project Budget $3,905,298.50
MSU Intial Project Budget $2,500,000.00
Project Budget Difference $1,405,298.50
p: 417.873.2255 | 312 W Commercial St; Springfield MO, 65803 | www.nformarc.com
Schematic Design Schedule
Project: Missouri State University Precision Agriculture Educational Building MSU Project Number: 220804-009
Project Schedule:
09/21/21 Project Kick-Off Meeting
10/06/21 Small Animals Education Center Review
10/29/21 Schematic Design Complete & Ready for Review -MSU Review Due 11/05/21
11/11/21 MSUA Schematic Design Review
12/10/21 Design Development Complete & Ready for Review -MSU Review Due 12/17/21
TBD DD Design Review
02/18/22 Construction Documents Complete & Ready for Review/Bidding -MSU Review Due 2/25/22
03/01/22 Issue for Bid 03/15/22 Bid Opening
03/16/22 Board of Governors Meeting & Approval 03/21/22 Commence Construction
*In the current construction market, pre-engineered metal building systems have a current lead time of 8-12 months with substantial increases in construction costs.
07/24/23 Occupancy
Missouri State University Precision Agriculture Educational Building
MSU Project Number: 220804-009 Project Schedule - Schematic Design October 29, 2021
Duration
Project Phasing Start Date (days) Finish Date
Schematic Design September 21, 2021 38.0 October 29, 2021
MSU Review November 1, 2021 4.0 November 5, 2021
Design Development November 6, 2021 34.0 December 10, 2021 MSU Review December 13, 2021 4.0 December 17, 2021 Construction Documents December 20, 2021 60.0 February 18, 2022 MSU Final Review February 21, 2022 5.0 February 26, 2022
Issue for Bid March 1, 2022 13.0 March 14, 2022
Bid Opening March 15, 2022 1.0 March 16, 2022
Board Approval March 16, 2022 4.0 March 20, 2022
Commence Construction March 21, 2022 489.0 July 23, 2023
Substantial Completion July 24, 2023 1.0 July 25, 2023
Occupancy July 26, 2023 1.0 July 27, 2023
Schematic Design MSU Review Design Development MSU Review Construction Documents MSU Final Review Issue for Bid Bid Opening Board Approval Commence Construction Substantial Completion Occupancy
