Gulfport Black Box Theater

Studio 4B: Portfolio Black Box Theater Gulfport, MS

BETTINA BOLAND

01

GULFPORT SITE ANALYSIS

Page 4-6

02

CONCEPTUAL DESIGN

Page 7-9

03

FACADE

04

SUSTAINABILITY + EE

Page 12-13

05

FLOORPLANS

Page 16-17

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TECTONICS + ASSEMBLY

Page 18-23

07

ENVIRONMENTAL SYSTEMS

Page 24-25

08

CODES + ACCESSIBILITY

Page 26-27

09

MODEL PHOTOS

Page 28-31

Page 10-11W

GULFPORT SITE ANALYSIS This site analysis draws inspiration from Kevin Lynch’s work, ‘The Image of the City,’ which emphasizes the importance of understanding the perceptual qualities of urban environments.

Lynch identifies key elements—nodes, paths, edges, districts, and landmarks—that shape people’s mental maps and experiences of a city. Applying Lynch’s framework to this analysis, I identify public nodes, such as parks and commercial areas, as vital social and cultural hubs. Urban paths, including sidewalks and roads, form the arteries that connect these nodes and facilitate movement throughout the city. Meanwhile, edges delineate boundaries and transitions between different urban realms, influencing perceptions of safety and comfort.

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Jones Park Canopy

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Port of Gulfport

25th Ave Sidewalk

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Mississippi Aquarium

Parking Public Nodes Fishbone Ally Park Rail Roads Noise Disturbance Primary Road Secondary Road Pedestrian Path Bus Routes

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From the inception of my truss concept design, my goal was to create an immersive experience for visitors, blending the robustness of steel columns with the inherent beauty they offer when exposed. An exploration of precedents in both theaters and truss structures revealed a lack of examples where these two elements harmonized. Recognizing the potential in the visual appeal of exposed steel, I delved into numerous concept mass models to arrive at the final design presented here.

The focal point of this truss design is its dual role as both a structural and visually captivating system. Contrary to conventional notions that prioritize the performance space, I sought to elevate the importance of the "Front-of-the-House," including the lobby. By employing the distinctive form of a scissor truss and incorporating the intricate tectonics that bind this expansive structure together, I aimed to transform the truss into both a wall and a roof.

BLACK BOX THEATRE INFILL SITE

06

Composite System

Post & Beam System

Inspired by the innovative spirit of the Writers Theatre by Studio Gang, my final design introduces a compelling Composite System, seamlessly blending the robust Post and Beam framework with the flexibility of Post Tension Wires.

This amalgamation is not just an architectural fusion but a conceptual evolution aimed at offering a multi-faceted experience within the Gulfport black box theatre.

TECTONIC GESTURE MODELS

second level balcony in plan

To the right, you will find some diagrams highlighting key design features that I consider significant in this Post and Beam System. Included are plans and elevations intended to visualize spatial qualities.

The Post and Beam elements form the backbone of this design, a sturdy yet elegant framework comprising expansive beams that stretch across the entirety of the space, eschewing double stories for a fluid, interconnected layout.

This intentional choice not only opens up the potential for diverse programmatic possibilities but also allows for an unobstructed flow, promoting an inclusive and adaptable interior environment.

Building upon the legacy of Studio Gang’s Writers Theatre, the incorporation of Post Tension Wires introduces a dynamic layer to the composite system. This addition not only enhances structural integrity but also facilitates the creation of outdoor walking spaces. The intertwining of these wires not only supports the structure but also serves as an opportunity for potential screening systems, transforming the theatre into a versatile canvas for artistic expression.

model plan w/ post hight (inches)

The outdoor spaces foster a connection between the interior and the surrounding environment, creating an inviting atmosphere for patrons to engage with the arts beyond the confines of traditional theatre walls. The design encapsulates the spirit of adaptability, catering to a myriad of functions, from traditional performances to experimental installations, providing a canvas for creativity and fostering a sense of community engagement.

interior roof feature

roof elevation

street elevation

In the pursuit of crafting a captivating experience for visitors to the Gulfport black box theatre, my design journey transitions to the enchanting simplicity of a Post and Beam System. The inherent charm of this concept lies in its unassuming complexity, a manifestation of 18 substantial steel columns varying in size meticulously paired to form an H-shaped structure. The ingenious play with sizes results in a deliberately lopsided configuration, standing as a testament to structural ingenuity while offering a truly unique interior experience.

cross-bracing located on the second level

The arrangement of these columns unfolds as an artful dance, with the left side gracefully stepping down to half the height of its right-sided counterparts. This intentional asymmetry serves a dual purpose – it not only sculpts an interior that seemingly curves downward on one side, creating a dynamic spatial quality but also contributes to a distinctive facade. The box in plan transforms into an architectural marvel where the left side reaches its zenith and converges sharply with the right at a defined angle.

material dimensions

The deliberate asymmetry and the play of perspectives within this Post and Beam System transcend the conventional boundaries of a black box theatre. As visitors traverse the space, they are greeted with an immersive environment, where the structural elements become more than supports – they are sculptors of an experience. The lopsided elegance challenges preconceived notions of symmetry, inviting patrons to engage with the spatial narrative in a manner that is both visually intriguing and spatially dynamic.

In essence, the Asymmetric Elegance in Post and Beam Theatre redefines the notion of simplicity, transforming structural elements into a visual symphony that captivates and invites exploration within the confines of its carefully orchestrated asymmetry.

overhangs allowing for future design features

Small Truss

Large Truss

In essence, the Composite System marries structural robustness with spatial flexibility, embodying a dynamic fusion that transcends the conventional black box theatre. It is a testament to the potential of architectural innovation, inviting patrons to explore a space that is not merely a venue but an immersive and ever-evolving experience.

Bettina Boland

Pictured to the right is a vignette capturing the pronounced impact of the large structural members on those visiting the theatre.

Bettina Boland

Moving to the second floor, the truss system is again oriented horizontally, but with distinct features for a fresh visitor experience. Notably, only one wall is supported by the truss structure, adjacent to the floor below. The upper section introduces an upward angle, allowing for the potential incorporation of skylights or additional natural light. This design choice not only facilitates the illusion of higher ceilings, countering the typical reduction in ceiling height with each successive story but also adds a layer of spatial dynamism to the overall theatre design.

The first level features scissor trusses positioned horizontally, complemented by towering steel beams on the adjacent side. This design creates an expansive, open floor plan, inviting various interior design installations. Beyond its structural functionality, the design also offers a unique experience for visitors entering a space dominated by these imposing yet seemingly weightless steel structures.

1 : Large Truss 2: Small Truss

Despite its steel truss framework, the design defies expectations associated with industrial warehouses, challenging the conventional perception of a theatre.

In essence, the Dynamic Truss Theatre is a testament to the transformative potential of architectural innovation, challenging preconceptions and reshaping the traditional boundaries of theatrical spaces.

07

SPATIAL PROGRAMMING DIAGRAMS

longitudinal section

transverse section

OFFICES

CONFERENCE ROOM

SMALL THEATRE

REHEARSAL

CONFERENCE ROOM

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LEVEL TWO

SMALL THEATRE longitudinal section

COSTUME SHOP

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Bettina Boland

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LEVEL ONE

elevation study

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CONFERENCE ROOM transverse section

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SPATIAL #3

In the third gesture model, the focus shifts to an elevation study, exploring the concept of theaters protruding from the roof and incorporating exposed structural elements. To achieve this effect, the small theater is positioned on the second floor, allowing for the creation of a dynamic roof line. This layout also provides opportunities to re-imagine the rehearsal space, costume shop, and lobby experience. Additionally, the abundance of space on the first floor allows for the creation of a courtyard in a ‘v’ shape, enhancing the building’s facade and creating a welcoming entrance. The angles of the costume shop and rehearsal space mirror those of the courtyard, promoting visual cohesion. Offices are strategically placed toward the back of the building on the second floor, offering privacy and access to natural light. The inclusion of an outdoor rooftop area for employee use further maximizes the available space and enhances the building’s functionality. Different from the previous models, the scene shop spans both the first and second levels, accommodating the elevated small theater and facilitating efficient set construction.

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Bettina Boland

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plan study

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CONFERENCE ROOM transverse section

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In the second gesture model, the focus is on the interaction between the lobby space and the two theaters, as well as the rehearsal room positioned between them. This layout allows for flexibility in production space utilization and provides a welcoming reception area for community events. The lobby is designed to be open and inviting, serving as a comfortable waiting space and featuring interesting steel structure integration. Offices and conference rooms are situated on the second level, emphasizing the separation between public and private functions. The section reveals an overhang effect created by the conference room and theater spaces, adding visual interest to the design.

Additionally, a small outdoor space in front of the facade enhances the street scape, creating a plaza and elevated elevation. As in the first model, the scene shop is strategically located on the first level, facilitating efficient set construction and storage.

In this gesture model, the design centers around an exterior courtyard feature, creating a focal point for the building and a vibrant node for the public. The courtyard serves as a gathering space, activating the street during the day and fostering community engagement. A large lobby wraps around the courtyard, providing a welcoming entrance space that connects to the outdoor environment. Notably, the rehearsal studio is positioned at the front facade, allowing it to be visible and accessible to the public, emphasizing transparency and engagement. Both the large and small theaters are located on the first floor for convenient access for performance attendees. To facilitate ease of operations, the scene shop is strategically placed on the same level as the theaters, promoting efficient set construction and storage. Additionally, the layout separates public and private spaces, with offices and conference rooms situated on the second level. An exploded axon of the two levels illustrates the spatial relationships, emphasizing the proximity of the theaters and the overall circulation flow within the building.

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SPATIAL #2

AG E

STRUCTURE GESTURE STUDIES

LARGE THEATRE

POST & BEAM INTEGRATION

This gesture model includes design features from my previous Truss System study. In exploring the idea of a singular module, scaled up and down as needed, I found this system to be very versatile in use.

GESTURE #2

SECOND LEVEL STRUCTURE

LARGE THEATRE

Pictured above is a shot of the lobby space to the right of the building, with the large theatre to the left, the facade to the right, and a balcony above. The integration of a scissor truss as a vertical element not only creates interesting supports, but also allows for human interaction with the structure.

SMALL THEATRE

This structure gesture builds upon the programming gesture’s emphasis on creating flexible and welcoming spaces for community interaction. It utilizes scissor trusses as the primary structural element, strategically positioned to enhance the v interior space. Unlike the first model where scissor trusses were used to create a defining architectural feature, in this gesture, they run perpendicular to the facade, creating a dynamic and visually striking interior space. This unique configuration adds a sense of depth and texture to the lobby, enhancing its aesthetic appeal and spatial experience.

REHEARSAL

In this facade study, I hope to create a clean look with all structure sitting inside the building, opposite the 2 other gesture models. The shorter wall to the right of the facade is intended to help the theatre better fit with the existing context. Taking the hight of the building to the right and beginning there, but angling up as needed for theatre.

While materiality is not yet applied, the idea of exposing the structure with only a glass facade placed in front, can be an appealing feature and intriguing to the public.

Bettina Boland

SMALL THEATRE

This gesture model includes design features from my previous Truss System study. In exploring the idea of a singular module, scaled up and down as needed, I found this system to be very versatile in use.

GESTURE #2

REHEARSAL

SECOND LEVEL STRUCTURE

LARGE THEATRE

Pictured above is a shot of the lobby space to the right of the building, with the large theatre to the left, the facade to the right, and a balcony above. The integration of a scissor truss as a vertical element not only creates interesting supports, but also allows for human interaction with the structure.

This structure gesture builds upon the programming gesture’s emphasis on creating flexible and welcoming spaces for community interaction. It utilizes scissor trusses as the primary structural element, strategically positioned to enhance the v interior space. Unlike the first model where scissor trusses were used to create a defining architectural feature, in this gesture, they run perpendicular to the facade, creating a dynamic and visually striking interior space. This unique configuration adds a sense of depth and texture to the lobby, enhancing its aesthetic appeal and spatial experience.

SMALL THEATRE

This structure gesture builds upon the speculative model’s central courtyard concept, emphasizing transparency and engagement with the public. Structural elements interact with the courtyard, defining the space while maintaining openness. It employs scissor trusses as the primary structural element, dynamically scaled to accommodate various spatial requirements. The scissor trusses are strategically exposed as architectural features, highlighting their beauty and strength. In the lobby area, a large scissor truss runs along one side, creating a defining architectural element that enhances the spatial experience while maintaining openness and connectivity. This integration of structure and design aligns with the programming gesture’s emphasis on creating welcoming and visually engaging spaces for public interaction.

REHEARSAL

In this facade study, I hope to create a clean look with all structure sitting inside the building, opposite the 2 other gesture models. The shorter wall to the right of the facade is intended to help the theatre better fit with the existing context. Taking the hight of the building to the right and beginning there, but angling up as needed for theatre.

While materiality is not yet applied, the idea of exposing the structure with only a glass facade placed in front, can be an appealing feature and intriguing to the public.

Bettina Boland

09

FINAL DESIGN: WEST ELEVATION

10

G T U H L E F A P T O E R R T

WEST ELEVATION SCALE: 3/16" = 1'0"

11

MATERIALS + EMBODIED ENERGY

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1. Smoothface Limestone Veneer (Tracery Stone Co.): Sourced from Tracery Stone Co. in Birmingham, AL, this stone will feature a smooth finish with minimal color variation, enhancing the secondary façade wall at the entrance with a clean and contemporary aesthetic. Exclusively used on the exterior wall, it adds sophistication and visual appeal to the architectural composition.

2. Splitface Limestone Veneer (Tracery Stone Co.): This customizable veneer system, sourced from Tracery Stone Co. in Birmingham, AL, adds rustic charm and authenticity to both the front and back sides of the primary wall. This project will include the 4LV Aged Splitface Beignet Limestone Veneer with Mortar Smear by Tracery Co. so its aged appearance and mortar smear detail enhance the architectural character, providing a timeless aesthetic to the design.

3. Black Porcelain Pavers (Landmark Ceramics): These 24"x48" tiles, each .35" thick, offer a sleek and contemporary aesthetic for the exterior courtyard, providing durability and sophistication with their bold black color and large format dimensions. The color Essence Montauk Black paver will be used for the front courtyard.

4. Limewash Stucco: A traditional yet versatile finish for the firewall, limewash stucco offers a timeless aesthetic with its soft, textured appearance and subtle variations in color. Applied with a breathable, eco-friendly formula, it provides both durability and a sense of heritage to the architectural design.

5. Curtain Wall Glazing System (Oldcastle Building Envelope Company): Curtain wall glazing is used in the large atrium found in the lobby. The glazing used will be sourced from Oldcastle Building Envelope Co., Specifically the FG-5750 StormMax storefront, which provides significant hurricane protection through the use of insulating laminated glazing.

6. Corten Steel with Weather Protectant Coating: Steel in a dominant material located on the exterior and interior of the building as a structural and architectural feature. The custom design of the steel will be used for 4 large trusses. Due to the coastal location, with the salty air and heavy winds, it is necessary to coat the steel with a weather protectant coating.

7. Gray Slate Pebbles

9. Standing Seam Metal Roof

8. Green Roof System

Name of Material: Splitface Limestone Veneer Material Description: This splitface limestone will be a veneer system applied to the front and back side of the primary wall. This venner is sourced from Tracery Stone Co., located in Birmingham, AL, with complete customizable cuts. Tracery Stone Co. calls this spesific veneer 4LV Aged Plitface Beignet Limestone Veneer with Mortar Smear.

Weight

units 150.00 lbs 2,154.60 323,190.00 lbs 146,596.40 Kg

Unit weight Amount of material Total weight of material (lbs) Total weight of material (Kg)

Name of Material: Smoothface Limestone Material Description: This smoothface limestone veneer system will be applied to the secondary façade wall found at the entrence. Also sourced from Tracey Stone Co. in Birmingham, AL, this stone will have a smooth finnish with little variation in color. This stone will only be found on the exterior wall.

Weight

units 150.00 lbs 242.00 36,300.00 lbs 16,465.39 Kg

Unit weight Amount of material Total weight of material (lbs) Total weight of material (Kg)

Name of Material: Storefront Glazing Material Description: This calculation for my storefront glazing is combined total for all glass used as a window in my main lobby, which is a 2 story space. I will be sourcing this storefront from Oldcastle Building Envelope, out of Tuscaloosa, AL. This glazing weights much more than the typical storefront becuase it is double glazed with extra storm protection features.

Weight

units 3.27 lbs 7,453.00 24,371.31 lbs 11,054.63 Kg

Unit weight Amount of material Total weight of material (lbs) Total weight of material (Kg)

Cradle to Gate Embodied Energy (EE) (use ICE spreadsheet) units EE unit value for material 1.50 MJ/Kg Total EE (EE x weight (Kg)) 219,894.60 MJ

Cradle to Gate Embodied Energy (EE) (use ICE spreadsheet) units EE unit value for material 1.50 MJ/Kg Total EE (EE x weight (Kg)) 24,698.08 MJ

Cradle to Gate Embodied Energy (EE) (use ICE spreadsheet) units EE unit value for material 16.81 MJ/Kg Total EE (EE x weight (Kg)) 185,828.35 MJ

Transportation Embodied Energy (EE)

Transportation Embodied Energy (EE)

Transportation Embodied Energy (EE)

Material Manufacturer Name Material Manufacturer Location Project Location

Tracery Stone Co. 108 28th street north Birmingham, Al 35203 1412 & 1410 25th Ave, Gulfport, MS

Distance from manufacturer to project site Long Haul Aircraft 15 Ton Truck 35 Ton Truck Costal Shipping Rail Ocean Shipping Total CSX Transportation RAILROAD Transportation EE per type of transport Long Haul Aircraft (9.49 MJ/ton-mile) 15 Ton Truck (2.19 MJ/ton-mile) 35 Ton Truck (1.37 MJ/ton-mile) Costal Shipping (0.39 MJ/ton-mile) Rail (0.37 MJ/ton-mile) Ocean Shipping (0.23 MJ/ton-mile) Total Transportation EE

Material Manufacturer Name Material Manufacturer Location Project Location

Tracery Stone Co. 108 28th street north Birmingham, Al 35203 1412 & 1410 25th Ave, Gulfport, MS

Material Manufacturer Name Material Manufacturer Location Project Location

Oldcastle BuildingEnvelope 3010 Rice Mine Road Ne, Tuscaloosa, AL, 35406 1412 & 1410 25th Ave, Gulfport, MS

units miles miles 6.00 miles miles 343.00 miles miles 349.00 miles

Distance from manufacturer to project site Long Haul Aircraft 15 Ton Truck 35 Ton Truck Costal Shipping Rail Ocean Shipping Total

units miles miles miles miles miles miles 0.00 miles

Distance from manufacturer to project site Long Haul Aircraft 15 Ton Truck 35 Ton Truck Costal Shipping Rail Ocean Shipping Total

units miles 258.00 miles miles miles miles miles 258.00 miles

units 0.00 MJ 0.00 MJ 8.22 MJ 0.00 MJ 126.91 MJ 0.00 MJ 135.13 MJ

Transportation EE per type of transport Long Haul Aircraft (9.49 MJ/ton-mile) 15 Ton Truck (2.19 MJ/ton-mile) 35 Ton Truck (1.37 MJ/ton-mile) Costal Shipping (0.39 MJ/ton-mile) Rail (0.37 MJ/ton-mile) Ocean Shipping (0.23 MJ/ton-mile) Total Transportation EE

units 0.00 MJ 0.00 MJ 0.00 MJ 0.00 MJ 0.00 MJ 0.00 MJ 0.00 MJ

Transportation EE per type of transport Long Haul Aircraft (9.49 MJ/ton-mile) 15 Ton Truck (2.19 MJ/ton-mile) 35 Ton Truck (1.37 MJ/ton-mile) Costal Shipping (0.39 MJ/ton-mile) Rail (0.37 MJ/ton-mile) Ocean Shipping (0.23 MJ/ton-mile) Total Transportation EE

units 0.00 MJ 565.02 MJ 0.00 MJ 0.00 MJ 0.00 MJ 0.00 MJ 565.02 MJ

Total Embodied Energy (EE)

220,029.73 MJ

Total Embodied Energy (EE)

24,698.08 MJ

Total Embodied Energy (EE)

186,393.37 MJ

Relatable context - the 40 watt lightbulb EE kilowatt hour equivalent 1 kWh equals Total kWh (total EE / 3.6 MJ)

units 3.60 MJ 61,119.37 kWh

Relatable context - the 40 watt lightbulb EE kilowatt hour equivalent 1 kWh equals Total kWh (total EE / 3.6 MJ)

units 3.60 MJ 6,860.58 kWh

Relatable context - the 40 watt lightbulb EE kilowatt hour equivalent 1 kWh equals Total kWh (total EE / 3.6 MJ)

units 3.60 MJ 51,775.94 kWh

Powering the 40 watt light bulb 1 kWh powers a bulb for Total Operating Hours

units 25.00 hrs 1,527,984.22 hrs

Powering the 40 watt light bulb 1 kWh powers a bulb for Total Operating Hours

units 25.00 hrs 171,514.48 hrs

10. Thin Sheet Metal for Accent Materials

Powering the 40 watt light bulb 1 kWh powers a bulb for Total Operating Hours

units 25.00 hrs 1,294,398.41 hrs

Name of Material: Steel Truss - W30x211 Material Description: This steel truss is a custom design intended as both a structural and architectural feature in the lobby. There are 4 identical trusses located in the lobby/courtyard space, 2 on the exterior and 2 interior. This first calculation is for the largest of the 3 beam sizes used, W30x211. The total length is 187' each truss but I have multiplied by 4.

Weight

units 211.00 lbs 748.00 157,828.00 lbs 71,589.52 Kg

Unit weight Amount of material Total weight of material (lbs) Total weight of material (Kg)

11. Rattan Pivot Door Panels

Name of Material: Steel Truss- W24x76 Material Description: This is a continuation of the 4 large trusses found in the lobby. This calculation is for the medium sized members of the 3 beam sizes used, W30x211. The total length is 20' each truss but I have multiplied by 4.

Weight

units 76.00 lbs 80.00 6,080.00 lbs 2,757.84 Kg

Unit weight Amount of material Total weight of material (lbs) Total weight of material (Kg)

Name of Material: Steel Truss W10x12 Material Description: This is a continuation of the 4 large trusses found in the lobby. This calculation is for the medium sized members of the 3 beam sizes used, W30x211. The total length is 20' each truss but I have multiplied by 4.

Weight

units 12.00 lbs 316.00 3,792.00 lbs 1,720.02 Kg

Unit weight Amount of material Total weight of material (lbs) Total weight of material (Kg)

Cradle to Gate Embodied Energy (EE) (use ICE spreadsheet) units EE unit value for material 25.30 MJ/Kg Total EE (EE x weight (Kg)) 1,811,214.81 MJ

Cradle to Gate Embodied Energy (EE) (use ICE spreadsheet) units EE unit value for material 25.30 MJ/Kg Total EE (EE x weight (Kg)) 69,773.34 MJ

Cradle to Gate Embodied Energy (EE) (use ICE spreadsheet) units EE unit value for material 25.30 MJ/Kg Total EE (EE x weight (Kg)) 43,516.53 MJ

Transportation Embodied Energy (EE)

Transportation Embodied Energy (EE)

Transportation Embodied Energy (EE)

Material Manufacturer Name Material Manufacturer Location Project Location

Steel Dynamics Columbus 1945 Airport Rd, Columbus, MS 39701 1412 & 1410 25th Ave, Gulfport, MS

Distance from manufacturer to project site Long Haul Aircraft 15 Ton Truck 35 Ton Truck Costal Shipping Rail Ocean Shipping Total

Material Manufacturer Name Material Manufacturer Location Project Location

Steel Dynamics Columbus 1945 Airport Rd, Columbus, MS 39701 1412 & 1410 25th Ave, Gulfport, MS

Material Manufacturer Name Material Manufacturer Location Project Location

Steel Dynamics Columbus 1945 Airport Rd, Columbus, MS 39701 1412 & 1410 25th Ave, Gulfport, MS

units miles 496.00 miles 248.00 miles miles miles miles 744.00 miles

Distance from manufacturer to project site Long Haul Aircraft 15 Ton Truck 35 Ton Truck Costal Shipping Rail Ocean Shipping Total

units miles miles miles miles miles miles 0.00 miles

Distance from manufacturer to project site Long Haul Aircraft 15 Ton Truck 35 Ton Truck Costal Shipping Rail Ocean Shipping Total

units miles miles miles miles miles miles 0.00 miles

Transportation EE per type of transport units Long Haul Aircraft (9.49 MJ/ton-mile) 0.00 MJ 15 Ton Truck (2.19 MJ/ton-mile) 1,086.24 MJ 35 Ton Truck (1.37 MJ/ton-mile) 339.76 MJ Costal Shipping (0.39 MJ/ton-mile) 0.00 MJ Rail (0.37 MJ/ton-mile) 0.00 MJ Ocean Shipping (0.23 MJ/ton-mile) 0.00 MJ Total Transportation EE 1,426.00 MJ Grand Total Embodied Energy (EE) 431,121.18 MJ Total Embodied Energy (EE) 1,812,640.81 MJ

Transportation EE per type of transport Long Haul Aircraft (9.49 MJ/ton-mile) 15 Ton Truck (2.19 MJ/ton-mile) 35 Ton Truck (1.37 MJ/ton-mile) Costal Shipping (0.39 MJ/ton-mile) Rail (0.37 MJ/ton-mile) Ocean Shipping (0.23 MJ/ton-mile) Total Transportation EE

units 0.00 MJ 0.00 MJ 0.00 MJ 0.00 MJ 0.00 MJ 0.00 MJ 0.00 MJ

Transportation EE per type of transport Long Haul Aircraft (9.49 MJ/ton-mile) 15 Ton Truck (2.19 MJ/ton-mile) 35 Ton Truck (1.37 MJ/ton-mile) Costal Shipping (0.39 MJ/ton-mile) Rail (0.37 MJ/ton-mile) Ocean Shipping (0.23 MJ/ton-mile) Total Transportation EE

units 0.00 MJ 0.00 MJ 0.00 MJ 0.00 MJ 0.00 MJ 0.00 MJ 0.00 MJ

Relatable context - the 40 watt lightbulb EE kilowatt hour equivalent 1 kWh equals Total kWh (total EE / 3.6 MJ)

units 3.60 MJ 503,511.34 kWh

Powering the 40 watt light bulb units 1 kWh powers a bulb for 25.00 hrs Grand Total Operating Hours 2,993,897.11 hrs Total Operating Hours 12,587,783.40 hrs

Total Embodied Energy (EE)

69,773.34 MJ

Total Embodied Energy (EE)

43,516.53 MJ

Relatable context - the 40 watt lightbulb EE kilowatt hour equivalent 1 kWh equals Total kWh (total EE / 3.6 MJ)

units 3.60 MJ 19,381.48 kWh

Relatable context - the 40 watt lightbulb EE kilowatt hour equivalent 1 kWh equals Total kWh (total EE / 3.6 MJ)

units 3.60 MJ 12,087.92 kWh

Powering the 40 watt light bulb 1 kWh powers a bulb for Total Operating Hours

units 25.00 hrs 484,537.05 hrs

Powering the 40 watt light bulb 1 kWh powers a bulb for

Grand Total Em

units 25.00 hrs

Total Operating Hours

302,198.11 hrs

Grand Total O

Name of Material: Black Porcelain Pavers Material Description: The ESSENCE MONTAUK BLACK tiles by Landmark Ceramics will be used an the main architectural pavers in the exterior couryard. These will be 24"x48" tiles, each .35" thick

Weight

BELOW ARE THE EMBODIED ENERGY CALCULATIONS FOR THE PROVIDED MATERIAL INFORMATION:

Total weight of material: 557,523 lbs Total EE: 2,387,375 MJ Distance Traveled: 1,816 Miles Total Transportation EE: 3,144MJ EMBODIED ENERGY: 2,390,520 MJ This is equivalent to a 40W Light Bulb operating for 16,600,853 hrs.

units 4.51 lbs 1,322.00 5,962.22 lbs 2,704.42 Kg

Unit weight Amount of material Total weight of material (lbs) Total weight of material (Kg)

Cradle to Gate Embodied Energy (EE) (use ICE spreadsheet) units EE unit value for material 12.00 MJ/Kg Total EE (EE x weight (Kg)) 32,452.98 MJ Transportation Embodied Energy (EE) Material Manufacturer Name Material Manufacturer Location Project Location

Landmark Ceramics UST,Inc. 1427 N. Main Street 1412 & 1410 25th Ave, Gulfport, MS

Distance from manufacturer to project site Long Haul Aircraft 15 Ton Truck 35 Ton Truck Costal Shipping Rail Ocean Shipping Total

units miles 465.00 miles miles miles miles miles 465.00 miles

Transportation EE per type of transport Long Haul Aircraft (9.49 MJ/ton-mile) 15 Ton Truck (2.19 MJ/ton-mile) 35 Ton Truck (1.37 MJ/ton-mile) Costal Shipping (0.39 MJ/ton-mile) Rail (0.37 MJ/ton-mile) Ocean Shipping (0.23 MJ/ton-mile) Total Transportation EE

units 0.00 MJ 1,018.35 MJ 0.00 MJ 0.00 MJ 0.00 MJ 0.00 MJ 1,018.35 MJ

Total Embodied Energy (EE)

33,471.33 MJ

Relatable context - the 40 watt lightbulb EE kilowatt hour equivalent 1 kWh equals Total kWh (total EE / 3.6 MJ)

units 3.60 MJ 9,297.59 kWh

Powering the 40 watt light bulb 1 kWh powers a bulb for Total Operating Hours

Grand Total Em

units 25.00 hrs 232,439.82 hrs

Grand Total Op

13

14

15

SITE PLAN + FLOORPLANS

8

7

11

9

9

8

12

5 6 3

7 4

11

12

3

10 13

1

2

LEVEL 1 1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

16

Lobby Public Restroom Vestibule Large Theatre Small Theatre Rehearsal Studio Large Dressing Room Small Dressing Room BOH Restroom/Shower Scene Shop Back of House Storage Courtyard

19

19

18

16

16

16

16

16

16

16

15 17

OPEN TO BELOW

21

OPEN TO BELOW 14

12

20

LEVEL 2 14.

15.

16.

17.

18.

19.

20.

21.

Costume Shop Office Lobby Office Large Conference Room Small Conference Room Restrooms Mechanical & Electrical Theater Tech. Room

This final programmatic design with an integrated structure is a final result of the speculative model's central courtyard concept, emphasizing transparency and engagement with the public. Structural elements interact with the courtyard, defining the space while maintaining an open environment that does not feel too heavy. This integration of structure and design aligns with the programming gesture's emphasis on creating welcoming and visually engaging spaces for public interaction. Located on the first floor are both theaters and the rehearsal studio, all meant to be available to public users. Additionally on this level, you will find the 'Back of House' essentials such as the scene shop and 4 dressing rooms.

The second level of this design is quite simple yet very effective. While the first level features all of the public gathering spaces, including the courtyard, the upper level holds much of the private spaces. On level 2, one will find 7 offices, 2 conference rooms, and the costume shop. These spaces are available for a visitor to access when needed but with much intent, there is no grand stair to encourage wondering. This is ideal for a theatre during shows and for the employees who keep the building up. While viewing the floor plan below, you will notice 2 "open to below" annotations. The one found in the middle of the plan would be the large theatre, a 35' space allowing for ideal performance needs. The second 2-story space would be the lobby, with simple clerestory lighting and viewing from the office lobby.

17

EXPLODED AXON: FACADE

Steel Truss

Smoothface Limestone Veneer Hardwood Flooring

Exterior Glazing

Splitface Limestone Veneer

Porcelain Pavers Gray Slate Pebbles

18

LONGITUDINAL SECTION

TRANSVERSE SECTION

19

20

21

DIPTYCH STUDY

Steel Purlins

Steel Truss

Rain Chain

Elevated Curtain Wall Split Stone, Courtyard Wall

Smooth Stone, Courtyard Wall

Pivot Doors

Rainwater Collection

1. Window Frame 2 1/2"

04

02 02

09 08

1. Galvanized Chain

01

09

2. Sealant

02

03 6 1/2"

04

11

3. Sill Pan

02

05

2. Wood Blocking 06

06 03

3. Sealant 07

07

6 3/4"

05

4. 2-7/8” Casing Bead 5. Flexible Flashing

03

4. Drip Angle

08

6. Smoothface Stone Veneer

5. Vapour Control Layer

7. Contiuous Insulation with drainage channels

01 01

6. Structural Deck Steel

02 03

04

8. Building Paper

05

02

7. Steel Purlin

06 07 08

8. Gutter

09 12

9. Flashing

1. Standing Seam Profile

4. Thermal Insulation

7. Steel Purlin

5. Vapour Control Layer

8. Liner Tray

3. Thermal Insulation

6. Structural Deck Steel

9. Omega Steel-Profiles

10. Self-furringmetal Lathater Barrier 11. Gypsum Sheathing 12. C-Channel Track

10 11

2. Compound Clip

13

13. Cavity Insulation 14. Steel Stud

22

EXPLODED AXON: STRUCTURE

B

U O D LE IG E H

T H

Resilient Truss Structure: The scissor truss, serving as the primary structural element in the theater’s main spaces such as the lobby and the large theater, embodies exceptional resilience, particularly crucial in hurricane-prone regions.

Its strength lies in the seamless transition from vertical to horizontal components, fortifying its ability to withstand the formidable forces of nature.

S

IS C

S

R O

S

U

TR

S L

MU

LC

CT

RU

ST

A UR

L WA

The small and large theaters will be encased with a CMU wall, allowing for the versatile functions productions call for. Exterior structural members, such as beams, will be attached to the wall via steal bearing plates.

Steel Beams and Girders: 30’ span = 16” beam depth

Floor Joist: 12’ span = 5”-7” depth 16’-24’ span = 8”-11” depth

W A

LL

Steel Scissor Truss: 30’ span = 8’ depth 60’ span = 14’ depth 100’ span= 24’ depth

E

X TE

R

IO

R

S C

IS S

O

R

TR

U

Cleat, Web connection will be the typical beam to column connector.

Plate, Gusset: Will make up a majority of the connections in the truss. Bolted to the members.

S

S S

TR

U

C

TU

R

A

L

PA

R

TY

The party wall, located on the north and sound side of the building, is an important structural element of this design.

This wall includes a 6” Air Space, a 8” CMU Wall, and Gypsum Wall Board, along with the minor details required for construction.

Open-Web Joist: Light weight structural element, will use to support roof.

23

OPEN TO BELOW

OPEN TO BELOW

ACTIVE BUILDING SYSTEMS

ROOF PLAN

VAV System Components

LEVEL 2

Air-Cooled Chiller System 60 Tons Condensing Boiler: 2000 MBH Air Handling Unit: 10000 CFM

HVAC in Plan & Axonometric Air Supply Duct

Heat Pump 6 Tons

Air Supply Duct

Ventilation System

Air Return Duct

Terminal Unit

Air Return Duct Air Return Duct

24

LEVEL 1

RESILIENCY & SUSTAINABILITY Stormwater Runoff

Stormwater Planter Diagram

Green Roof by LiveRoof :

Standard LiveRoof Module System

1

2

3

4

5

6

1.27 4.25

2.98

0.38

Philadelphia Water Department Diagram

1. LiveRoof Module

4. EPDM, TPO or PVC Waterproofing Membrane

2. LiveRoof Engineered Soil

5. Adhered or Mechanically Fastened Coverboard

3. Root Barrier / Protection Layer

6. Fully Adhered or Mechanically Fastened Insulation

25

CODE & ACCESSIBILITY: BUILDING CODE ANALYSIS

OFFICE 216

OFFICE

207

1 145 SF

14 237 SF

OFFICE

206

SMALL CONFERENCE

143 SF

OFFICE

208

1 150

144 SF

OFFICE

211

1 150

143 SF

OFFICE

210

1 150

143 SF

OFFICE

209

1 150

212

1 150

1 150

144 SF

150

148 SF

15

PRIMARY EGRESS STAIR LARGE CONFERENCE 217 28 393 SF

TEC. DECK

SECONDARY EGRESS STAIR

15

213 2

OPEN TO BELOW

COSTUME SHOP

STORAGE

201

215

3

3

824 SF

300

929 SF

MECHANICAL AND ELECTRICAL 214 3

300

300

804 SF

5' - 2 3/4" 1' - 6"

11' - 9 3/4"

SECOND LEVEL

30 x 48 Clear Floor Space

7' - 6"

60 min wheelchair turning space

60 min wheelchair turning space

7' - 1"

OPEN TO BELOW: EXTERIOR COURTYARD

150

301 SF

OPEN TO BELOW

3' - 0"

1' - 6"

SMALL THEATRE

5 243 SF

124 SF

104 50

108

3

3 50

136 SF

STORAGE

SMALL DRESS

0

3 50

128 SF

300

131 SF

50

46

103

EXIT-2

7

999 SF

27 792 SF

5' - 8 1/2"

112

111

127 OCCUPANCY

30

3' - 0"

REHERSAL ROOM

107

60 min wheelchair turning space

BACK OF HOUSE LARGE DRESS

75 SF

114

582 SF

5

LARGE THEATRE

30 x 48 Clear Floor Space

113 0 300

11' - 4"

50

226 SF

3' - 0"

VESTIBULE

3' - 0"

106

1' - 6"

SMALL DRESSING LAUNDRY LARGE DRESS

105 142 2469 SF

7

1' - 6"

CUSTODIAL

60 min wheelchair turning space

116

1444 SF

128 SF

EXIT-3 22 OCCUPANCY

0

LOBBY

300

1' - 6"

COURTYARD

7' - 1"

STORAGE

7' - 1"

60 SF

102 251 2125 SF

VESTIBLE

15

178 SF

5' - 2 3/4" Baby Changing Station 19x33 inches in down position

SCENE SHOP WOMENS RESTROOM 194 SF

EXIT-1 435 OCCUPANCY

26

106 17 2605 SF

150

LOBBY RESTROOM: ADA PLAN

MENS RESTRROM 191 SF

FIRST LEVEL

OCCUPANT LOAD WORKSHEET

NAME: DATE:

Bettina Boland

CODE ANALYSIS WORKSHEET 3/25/2024

ROOM # ROOM NAME 102 Lobby 104 Small Theatre 105 Large Theatre 106 Large Dressing Room 1 114 Large Dressing Room 2 107 Small Dressing Room 1 111 Small Dressing Room 2 108 Laundry 201 Costume Shop 103 Rehersal Studio 113 Back of House (Loading) 112,116 Storage Level 1 215 Storage Level 2 214 Mechanical 202 Small Conference Room 203 Large Conference Room 205 Office Lobby 206 Office 1 207 Office 2 208 Office 3 209 Office 4 210 Office 5 211 Office 6 212 Office 7 106 Scene Shop 213 Tech Deck

FUNCTION Assembly Assembly w/o fixed seating (concentrated) Assembly w/o fixed seating (concentrated) Locker Rooms Locker Rooms Locker Rooms Locker Rooms Locker Rooms Mercantile (Storage,Stock) Assembly w/o fixed seating Accessory Storage Area Accessory Storage Area Accessory Storage Area Mechanical Equipment Room Assembly w/o fixed seating (unconcentrated) Assembly w/o fixed seating (unconcentrated) Buisness Area Buisness Area Buisness Area Buisness Area Buisness Area Buisness Area Buisness Area Buisness Area Buisness Area Buisness Area

Small Theatre: Large Theatre:

SQUARE FOOTAGE 3,763 360 800 245 226 125 129 135 827 804 143 260 930 805 208 416 1,386 144 144 144 144 145 145 149 2,609 258

NET/GROSS NET NET NET GROSS GROSS GROSS GROSS GROSS GROSS NET GROSS GROSS GROSS GROSS NET NET NET NET NET NET NET NET NET NET GROSS NET

Seats Available: 58 Seats Available: 142

5' - 6"

60' - 6 1/4"

BACK STAGE 4' - 0 1/2"

OCCUPANCY OCC. LOAD FACTOR LOAD 15 251 7 51 7 114 50 5 50 5 50 3 50 3 50 3 300 3 30 27 300 0 300 1 300 3 300 3 15 14 15 28 150 9 150 1 150 1 150 1 150 1 150 1 150 1 150 1 150 17 150 2 5 0 5 0 5 0 5 0 TOTAL OCCUPANCY LOAD: 547 5 0 5 0 5 0 5 0 5 0 5 0 5 0 5 0 CODE ANALYSIS WORKSHEET 5 0 5 0 Project Name: Gulfport Black Box Theatre 5 0 Preparer: Bettina Boland 5 0 Date: 3/25/24 5 0 5 0 APPLICABLE CODES YEAR 5 0 IBC - International Building Code 2021 5 0 ICC / ANSI 117.1 2009 5 0 * International Code Council (ICC) 5 0 * American National EXIT Standard Institute (ANSI) 5 0 5 0 IBC Chapter 3 5 0A. Occupancy Group(s): A1 B F1 S2 5 0 Change in Use: Yes Mixed Occupancy: Yes 5 0 5 4' - 0" IBC0Chapter 4 5 0B. Special Use and Occupancy (eg. High Rise, Covered Mall): Yes

547 TOTAL OCCUPANT LOAD

Project Name: Preparer: Date:

Gulfport Black Box Theatre Bettina Boland 3/25/24

APPLICABLE CODES IBC - International Building Code ICC / ANSI 117.1

YEAR 2021 2009

IBC Chapter 6

* American National Standard Institute (ANSI)

Table 601

IBC Chapter 3

A. Occupancy Group(s):

Mixed Occupancy:

Yes

B. Special Use and Occupancy (eg. High Rise, Covered Mall):

Yes

Change in Use:

A1 Yes

B

F1

S2

IBC Chapter 4

C. General Building Height & Areas: Allowable Height 40 Allowable Stories 1

ft

Automatic Sprinkler System Increase: Building Height Increase: 20 Number of Stories Increase: 1

ft

Fire-Resistance Rating Requirements Building Element Structural Frame Exterior Bearing Walls Interior Bearing Walls Nonbearing Walls and Interior Partitio Floor Construction (supporting beams Roof (beams and joists)

IBC Chapter 5

C. General Building Height & Areas: Allowable Height 40 Allowable Stories 1

ft

Automatic Sprinkler System Increase: Building Height Increase: 20 Number of Stories Increase: 1

ft

Table 602 Table 504.3

Fire Resistance Rating

Table 504.4

Requirements for Exterior Walls based on the

North 0 x'

Rating in hours Table 504.3

Distance in feet IBC Chapter 9

Allowable Area Allowable Area (Aa) 16,500 sq. ft.

Equation 5-1 Aa = At + (NS × If) Equation 5-2 Aa = [At + (NS × If)] × Sa At NS If Sa

Table 506.2 For single story For multi-story

E. Fire Protection Systems: Automatic Sprinkler Systems: Is an Auto. Sprinkler Sys. required for y Are you providing an Auto. Sprinkler Sy IBC Chapter 10

F. Means of Egress: Occupant Load Calculations:

*room sf / occupan *Add all room occu Building Occupancy

Actual Building Stats Actual Total Building Stories Actual Total Height Actual Total Building Area Main Level Second Level Third Level Fourth Level Fifth Level Sixth Level

2 30 ft 24,940 sf 15,740 sf 9,200 sf sf sf sf sf

Total Building Occupancy =

Stair Width Pro Corridor Width Exits from Stories:

IBC Chapter 6 See IBC 602.2, 602.3, 602.4, 602.5 Table 601

Fire-Resistance Rating Requirements for Building Elements (hrs): Building Element Hrs Structural Frame 0 Exterior Bearing Walls 0 Interior Bearing Walls 0 Nonbearing Walls and Interior Partitions 0 Floor Construction (supporting beams and joists) 0 Roof (beams and joists) 0

Table 504.3

Fire Resistance Rating

Table 504.4

Requirements for Exterior Walls based on the fire separation distance (in hours): Rating in hours

Table 504.3

Minimum Numb Number of Exits G. Plumbing Fixtures: Minimum Number of Required Plumbing F Occupancy A1 Water Closets: Male:1 Fem Male:1 Fem Lavatories: n/a Bathtubs or Showers: 2 Drinking Fountains: Other:

IBC Chapter 29

VB

D. Type of Construction:

Table 602

Distance in feet

North 0 x'

South 0 x'

East 0 x'

West 0 x'

Complete this portion for Mixed-Use Occupancies

Secondary Occupancy Water Closets: Lavatories: Bathtubs or Showers: Drinking Fountains: Other:

For single story For multi-story

5' - 4" Actual Building Stats Actual Total Building Stories Actual Total Height Actual Total Building Area Main Level Second Level Third Level Fourth Level Fifth Level Sixth Level

5' - 1 3/4"

4' - 4"

4' - 0 1/4"

2' - 6"

Table 1004.1.2 *room sf / occupant load factor = room occupant load *Add all room occupant loads together to generate Total Building Occupancy.

2 30 ft 24,940 sf 15,740 sf 9,200 sf sf sf sf sf

Total Building Occupancy =

Stair Width Provided = Corridor Width Provided =

Gulfport Black Box Theatre Bettina Boland 3/25/24 YEAR 2021 2009

IBC Chapter 6

EXIT

See IBC 602.2, 602.3, 602.4, 602.5 Table 601

IBC Chapter 3

A. Occupancy Group(s):

Mixed Occupancy:

Yes

B. Special Use and Occupancy (eg. High Rise, Covered Mall):

Yes

3' - 0 1/2"

Change in Use:

A1 Yes

B

F1

S2

IBC Chapter 4

60 min wheelchair turning space

15' - 1 1/4"

11' - 9 1/4"

3' - 3 1/2"

IBC Chapter 5

Fire-Resistance Rating Requirements for Building Elements (hrs): Building Element Hrs Structural Frame 0 Exterior Bearing Walls 0 Interior Bearing Walls 0 Nonbearing Walls and Interior Partitions 0 Floor Construction (supporting beams and joists) 0 Roof (beams and joists) 0

LARGE THEATER: ADA PLAN

C. General Building Height & Areas: Allowable Height 40 Allowable Stories 1

ft

Automatic Sprinkler System Increase: Building Height Increase: 20 Number of Stories Increase: 1

ft

Table 602 Table 504.3

Fire Resistance Rating

Table 504.4

Requirements for Exterior Walls based on the fire separation distance (in hours): Rating in hours

Table 504.3

44 in 76 in IBC 1021.2

Minimum Number of Required Exits = Number of Exits Provided =

2 2

Distance in feet

North 0 x'

South 0 x'

East 0 x'

West 0 x'

G. Plumbing Fixtures: Minimum Number of Required Plumbing Fixtures: Occupancy A1 Water Closets: Male:1 Female:2 Male:1 Female:1 Lavatories: n/a Bathtubs or Showers: 2 Drinking Fountains: Other:

Table 2902.1

Complete this portion for Mixed-Use Occupancies

Secondary Occupancy Water Closets: Lavatories: Bathtubs or Showers: Drinking Fountains: Other:

B Male:2 Female:2 Male:1 Female:1 n/a 1

H. Notes and Other Applicable Code Information:

Table 504.3 IBC Chapter 9

Allowable Area Allowable Area (Aa) 16,500 sq. ft.

Equation 5-1 Aa = At + (NS × If) Equation 5-2 Aa = [At + (NS × If)] × Sa At NS If Sa

IBC 1005

18 in in

IBC Chapter 29

VB

D. Type of Construction:

* International Code Council (ICC) * American National Standard Institute (ANSI)

584

Means of Egress Sizing: Stairways: IBC 1005.3.1Occupant Load * 0.3in. = Other: IBC 1005.3.2 Occupant Load * 0.2in. =

Exits from Stories:

APPLICABLE CODES IBC - International Building Code ICC / ANSI 117.1

Yes Yes

F. Means of Egress: Occupant Load Calculations:

CODE ANALYSIS WORKSHEET Project Name: Preparer: Date:

IBC 903.2

IBC Chapter 10

41' - 0 3/4"

22' - 11"

E. Fire Protection Systems: Automatic Sprinkler Systems: Is an Auto. Sprinkler Sys. required for your occupant group?

Are you providing an Auto. Sprinkler Sys.?

Table 506.2

Table 506.2 For single story For multi-story

E. Fire Protection Systems: Automatic Sprinkler Systems: Is an Auto. Sprinkler Sys. required for your occupant group?

Are you providing an Auto. Sprinkler Sys.?

IBC 903.2

Yes Yes

IBC Chapter 10

F. Means of Egress: Occupant Load Calculations:

Table 1004.1.2 *room sf / occupant load factor = room occupant load

B Male:2 Fem Male:1 Fem n/a 1

H. Notes and Other Applicable Code Informa

Table 504.3

Allowable Area Allowable Area (Aa) 16,500 sq. ft.

Equation 5-1 Aa = At + (NS × If) Equation 5-2 Aa = [At + (NS × If)] × Sa At NS If Sa

5

Means of Egress Sizing: Stairways: IBC 1005.3.1Occupant Load Other: IBC 1005.3.2 Occupant Load

IBC Chapter 9

22'-11" x 22'-11" STAGE

Sout 0 x'

Table 504.3

IBC Chapter 5

22' - 11"

VB

D. Type of Construction:

* International Code Council (ICC)

27

SECTION MODEL SCALE: 1/4" = 1'-0"

28

29

30

31

ARC 4546 ARCHITECTURAL DESIGN IV-B SPRING 2024 PROFESSOR HERRMANN FINAL SEMESTER PROJECT BETTINA BOLAND