4th-Year Comprehensive Project

POR TFO LIO

CR EED BROOM Architectural Studio IV-B | ARC 4546 Spring 2024

CONTENTS

00. project introduction 01. conceptual & programmatic framework 02. schematic design 03. building tectonics/code analysis 04. resiliency measures 05. physical models

00 01 02

project introduction

creed broom | academic portfolio | spring 2024

“bridging into the suspension of disbelief” Based in Gulfport, MS, this project focuses on the program of a black box theater. Along with this program of a black box theater, this project takes on the task of designing for a structural steel competition while also challenging itself with the issues of coastal resiliency. For this particular project, this idea of bridging into this alternate reality became an important focus to the program. Achieving this motive became possible through the use of thresholds that extruded through this elegant space frame structure. This portfolio not only outlines the start to finish process of this project, but also a comprehensive application of our education thus far.

00

01 02 03

conceptual framework

creed broom | academic portfolio | spring 2024

GULFPORT MAPPING PROJECT CREED BROOM ARC 4733 HANS HERRMANN

GULFPORT: IMAGEABILITY & LEGIBILITY

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In his book titled The Image of the City, Kevin Lynch beings to organize a framework where he explores the relationship between how a city is perceived versus the basis of its design. In doing this, Lynch chooses to do an analysis on Boston, Jersey City, and Los Angelas, because of the uniqueness of each, by interviewing residents and documenting his own observations. Through this analysis, Lynch is able to depict the integrity an urban design has, as well as how it affects the perception of how users view and interact within the city. For this assignment, we are borrowing this framework of urban analysis that Kevin Lynch has provided and focusing on the aspects of Gulfport, MS. This analysis will unpack the way in which residents and travelers interact and perceive the city and will provide a broad understanding on the imageability and legibility of the city. This analysis will define the imageability by its distinct characteristics that make Gulfport identifiable, while also analyzing the legibility of how the urban footprint has been established and how it relates to the perception of its citizens.

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01 LANDMARKS “Landmarks are another type of point-reference, but in this case the observer doesn’t not enter within them, they are external.

They are usually a rather simply defined physical object: building, sign, store, or mountain. Their use involves the singling out of one elements from a host of possibilities. Some landmarks are distant ones, typically seen from many angles and distances, over the tops of smaller elements, and used as radial references. They may be within the city or at such a distance that for all practical purposes they symbolize a constant direction. Such are isolated towers, golden domes, great hills. Even a mobile point, like the sun, whose motion is sufficiently slow and regular, may be employed. Other landmarks are primarily local, being visible only in restricted localities and from certain approaches. These are the innumerable signs, store fronts, trees, doorknobs, and other urban detail, which fill in the image of most observers. They are frequently used cluses of identity and even of structure, and seem to be increasingly relied upon as a journey becomes more and more familiar.” -Kevin Lynch

islandview casino

“Paths are the channels along which the observer customarily, occasionally, or potentially moves. They may be streets, walkways, transit lines, canals, railroads. For many people, these are the predominant elements in their image. People observe the city while moving through it, and along these paths the other environmental elements are arranged and related.”

-Kevin Lynch

PROJECT SITE

port of gulfport

1

1 HARBOR

02 PATHS

2

3

2 MS AQUARIUM

100’

300’

3 HANCOCK WHITNEY

LANDMARKS landmark creates imagebility along coast

landmark creates imagebility with unique shape along coast

4 RAILROAD PATH

5 US-90 PATH

landmark creates imagebility as tallest building in downtown

6 20th PATH

03 DISTRICTS “Districts are the medium-to-large sections of the city, conceived of as having two-dimensional extent, which the observer mentally enters “inside of,” and which are recognizable as having some common, identifying character. Always identifiable from the inside, they are also used for exterior reference if visible from the outside. Most people structure their city o some extent this way, with individual differences as to whether paths or districts are the dominant elements. It seems to depend not only upon the individual but also upon the given city.” -Kevin Lynch

PATHS path transports goods and people east and west of the coast

05 NODES “Nodes are points, the strategic spots in a city into which an observer can enter, and which are the intensive foci to and from which he is traveling. They may be primarily junctions, places of break in transportation, a crossing or convergence of paths, moments of shift from one structure to another. Or the nodes may be simply concentrations of some use or physical character, as a street corner hangout or an enclosed square. Some of these concentration nodes are the focus and epitome of a district, over which their influence radiates and of which they stand as a symbol. They may be called cores. Many nodes, of course, partake of the nature of both junctions and concentrations. The concept of node is related to the concept of path, since junctions are typically the convergence of paths, events on the journey. It is similarly related to the concept of district, since cores are typically the intensive foci of districts, their polarizing center. In any event, some nodal points are to be found in almost every image, and in certain cases they may be the dominant feature.” -Kevin Lynch

path transports goods and people east and west of the coast

7 DOWNTOWN

04 EDGES “Edges are the linear elements not used or considered as paths by the observer. They are the boundaries between two phases, linear breaks in continuity: shores, railroad cuts, edges of development, walls. They are lateral references rather than coordinate axes.

Such edges may be barriers, more of less penetrable, which close one region off from another; or they may be seams, lines along which two regions are related and joined together. These edge elements, although probably not as dominant as paths, are for many people important organizing features, particularly in the role of holding together generalized areas, as in the outline of a city by water or wall.” -Kevin Lynch

1000’

8 PUBLIC

path transports goods and people north and south of the coast

9 RESIDENTIAL

RESIDENTIAL district defined by density and clear heiarchy of building height

district defined by open uses of land dedicated for public along coast

district defined by single-family residences and narrow roads

INDUSTRIAL RETAIL/CORPORATE

10 US-90

11 BEACHFRONT

12 RAILROAD

DOWNTOWN PUBLIC

EDGES edge creates visual seperation between beach and built condition

13 25th + US-90

edge defines the start of land and serves as visual landmark for public

14 25th + 14th

node directs dominant east&west traffic in north&south orientation

node serves as entry point of site and as a center of downtown district

edge seperates downtown district from residential district

15 20th + US-90

node shows proximity of coastal traffic to downtown district with human bridge and aquarium

NODES

CONCEPTUAL ANALYSIS Gulfport, MS is a city that has a great opportunity to grow and prosper, but is currently holding itself back. There are no true steps towards encouraging tourism or people to move back to this city, which is what this project is striving to do. Although the aquarium and O’Keefe Museum are making steps to change this, the downtown area needs a revival for nightlife and give residents something to do. Overall Gulfport needs built infrastructure to improve its imageability.

Post and Beam System Base Structure Components

1” 4-Steel Wide-Flange Columns

Sub-Structure Components Steel Grid

1/16” Steel Tube Beams 1/16” Steel Tube Columns

Sub-Structure

The Grid At the very base of design, the system of a grid is a fundamental part of every design process and detail-oriented project. The grid is ideal when trying to understand the relationships between spatial qualities and the building components that help try to define such nature. It becomes the most basic starting point when beginning design, especially when designing in a predefined area such as an infill site. Aside from the basics of the grid, this geometric system is very common to costal areas. Gulfport, MS has a particularly rich history of the seafood industry, as it was once crowned “Seafood Capital of the World.” The fundamental elements to this fishing industry: grid-patterned nets that shrimping boats use to harvest various kinds of seafood species. Bringing this idea of the grid into concept, I envision this grid-like structure to serve as more of an experience rather than a structure. The grid enables users to feel as if they are inside this “cage” like structure, and at a smaller scale can be used as a directional quality inside a large program such as a black box theater. The grid structure is split into two separate levels, giving both two-level entry points to the top theater and two points of visual interaction between the user and the street. This grid structure is raided, supported solely by four large wide-flanged steel beams. These beams are offset from the outer edges of the grid structure, creating a cantilevered space that serves as the point of entry/landing for the lobby, as well as a corridor space on the left side that serves as a directional quality both vertically and horizontally. This structure is ideally exposed both to the street façade of the building, as well as the roof of the lobby area.

Base Structure

Gr ou n

dP lan

e

CONFERENCE

CONFERENCE

freight elevator

SCENE SHOP

dressing room 1 dressing room 2

public public restroom 1 restroom 2

dressing room 3 dressing room 4

bathroom w/ showers

main egress

bathroom w/ showers

seating

SMALL THEATER

seating

entry

seating

elevator

stair

UP

OFFICE

SMALL THEATER

OFFICE

THEATER SUPPORT

OFFICE BR BR OFFICE

OFFICE LOBBY

LARGE THEATER

entry

LARGE THEATER

OPEN AIR LOBBY LEVEL

stair

SMALL THEATER

OPEN AIR LOBBY LEVEL

LARGE THEATER

OPEN AIR LOBBY LEVEL

ES TR OO M OF S F OF ICE R LO STO F I AD R OF CES ESTR ING AGE FI OO AR MS CU CE LO EA S CU TOD BBY SC ST IAL EN OD RO E S RES I A HO TRO L S OM P OM TO RA S GE SH OW DR ER ES FAC SIN ILI DR ES G RO T Y SIN OM LA UN G RO (2) DR OM Y (2)

PRIVATE ENTRY

seating

stage

OFFICE RESTROOMS OFFICES OFFICE LOBBY CUSTODIAL ROOM CUSTODIAL STORAGE LOADING AREA LAUNDRY SHOWER FACILITY RESTROOMS DRESSING ROOM (2) DRESSING ROOM (2) STORAGE SCENE SHOP

STORAGE

elevator

CODE 150 500 50 150 400 100 80 CODE 200 100 1200 2500

THEATER LOBBY

L

public public restroom 1 restroom 2

1200 SMALL THEATER 2500 LARGE THEATER 4000 THEATER LOBBY

VE

CO N CO FERE NF NC ER EN E RO RE HE CE R OM A O CO RSAL OM ST UM ROOM ES BO HOP XO FF PU ICE BL IC R

LOADING

ticket booth

main egress

stage

LE

REHEARSAL

GR OU ND

COSTUME SHOP

175 CONFERENCE ROOM 450 CONFERENCE ROOM CODE PUBLIC RESTROOMS 200 BOX OFFICE 800 COSTUME SHOP 800 REHEARSAL ROOM

PROGRAM SCENARIO 2

OFFICE OFFICE OFFICE

SE CO ND elevator

stair

LE

VE

L

UP

TH

IRD

This program feautres three total levels that give administration the ability to have private offices with sunlight access by having them on the third level. This allows for admin to have their own seperate entrance around the backside, as performers would also have this amenity. Notable features on the ground level are the rehearsal space and the costume shop. With the idea of having a celebrated structure, this program also highlights the structure behind how performances are facilitated and are able to happen. I believe there is beauty behind exposing the bones of a performance, and allowing users to experience a small piece of how these performances are structured. By placing these two programic elements on the lower level, the theaters begin to reside on the second level, which allows for them to reside with the theater support, scene shop, and performer support rooms.

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restroom

office

conference

restroom

ticket

elevator

elevator

shop

storage

restroom

locker

shop

restroom

conference

restroom

ticket

elevator

office

00 01

02 03 04

schematic design

creed broom | academic portfolio | spring 2024

SCHEMATIC GOALS With the idea of promoting a suspension of disbelief through the use of an expressive steel structure, there were several key concepts this project set to project.

•

•

•

a structure that is the first thing you experience, something you can experience throughout the building, and the last thing you experience when you leave like exposing the bones of this building (structure), exposing the bones to how a theater is held together: done through bringing costume shop and rehearsal studio open to street level using steel extrusions to create several threshold moments that promote the transition into this alternate reality

SCHEMATIC DESIGN / PLANS

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Consultant Address Address Address Phone

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B

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Consultant Address Address Address Phone

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Consultant Address Address Address Phone

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8

Consultant Address Address Address Phone

UP

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DN

3

Consultant Address Address Address Phone

2

5

1

3

UP

DN

No.

DN

25th AVE.

1 2

6

Descri

4 4 A109

1 A101

2 DN

5

7 8

6

2 1

LEGEND 1. ticket booth 2. rehearsal studio 3. costume shop 4. storage 5. loading 6. custodial room 7. custodial storage 8. mechanical

Own

Project N

Unna

1 A102

Project Number Date

GROUND LEVEL

Drawn By Checked By

SCALE: 1/16” = 1’ Scale

A10

SCHEMATIC DESIGN / PLANS

www.auto

A

B

C

Consultant Address Address Address Phone

D

7

Consultant Address Address Address Phone

1

DN

Consultant Address Address Address Phone

UP

2

Consultant Address Address Address Phone

2

DN

4

Consultant Address Address Address Phone

3

5 4

3

1 A101

6

6

6

1

5

6

7

No.

Des

LEGEND 1. large black box 2. small black box 3. bar 4. scene shop 5. laundry 6. dressing rooms (150 sqft each) 7. mechanical

6

Ow 1 A102

Projec

N

Unn

SECOND LEVEL SCALE: 1/16” = 1’ Project Number Date Drawn By Checked By

Scale

A1

SCHEMATIC DESIGN / PLANS

A

B

C

D

1

DN

3 2 2

2 2 3

4 2

3

5

2

UP

4

2

1 A101

5

1 6

LEGEND 1. office lobby 2. offices (150 sqft each) 3. conference rooms 4. small theater tech room 5. large theater tech room/catwalks 6. mechanical

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6

1 A102

N THIRD LEVEL SCALE: 1/16” = 1’

Proje Date

Draw

Chec

75’

13’ 6”

28’

Theater Roof 55’ 0”

Roof 51’ 0”

Level 3 35’ 0”

Level 2 19’ 0”

Level 1 3’ 0”

LONGITUDINAL SECTION SCALE: 1/8” = 1’

WEST ELEVATION SCALE: 1/4” = 1’

SCHEMATIC DESIGN / SECTIONS

24’

17’

20’

20’

20’

Theater Roof 55’ 0”

Level 3 35’ 0”

Level 2 19’ 0”

Level 1 3’ 0”

TRANSVERSE SECTION SCALE: 1/8” = 1’

ALLEY ELEVATION SCALE: 1/8” = 1’

1 0 02

03 04 05

building tectonics/code analysis

creed broom | academic portfolio | spring 2024

TECTONICS / DIPTYCH ROOF 54’ 0”

OVERHANG 16’ 0”

WALL SECTION

WEST ELEVATION

SCALE: 3/16” = 1’

SCALE: 3/16” = 1’

TECTONICS / DETAIL 1 1. 1/2” ROOF MEMBRANE 2. WATERPROOFING MEMBRANE 3. 6” INSULATION LAYER 4. 2” CONCRETE SLOPE 5. 10” REINFORCED CONCRETE ROOF SLAB 6. 7/8” ANCHOR BOLT 7. CANT STRIP 8. FLASHING W/ DRIP EDGE 9. ALUMINUM FIXED WINDOW HEAD 10. 3/4” ETFE PANEL 11. 316 STAINLESS STEEL SPIDER CONNECTOR

1

8

2

3

4

5

7

9 10 6

12

11

13

SCALE: 1” = 1’

TECTONICS / DETAIL 2 1. 3/4” ETFE PANEL 2. STEEL SPACE FRAME 3. 316 STAINLESS STEEL SPIDER CONNECTOR 4. ALUMINUM FIXED WINDOW HEAD 5. GUTTER FILTER 6. 8” DEPTH GUTTER

3

4 5 6

1

SCALE: 1” = 1’

1

2

TECTONICS / DETAIL 3 1. 3/4” ETFE PANEL 2. STEEL SPACE FRAME 3. ALUMINUM FIXED WINDOW HEAD 4. 7/8” ANCHOR BOLT 5. PRECAST BOND BEAM FILLED WITH CONCRETE FOR ANCHOR BOLTS 6. 8”x8”x16” CMU BLOCK 7. VAV RETURN DUCT 8. LIMESTONE PLASTER FINISH 9. CAISSON FOUNDATION 10. FLOW THROUGH PLANTER 11. UNDISTURBED GRADE

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2 4 3

8

5 6 7

10

9

11 SCALE: 1” = 1’

1/2” ROOF MEMBRANE

6” RIGID INSULATION

6” CONCRETE ROOF DECKING

ENTIRE ROOF ASSEMBLY

ROOF FLASHING W/ DRIP EDGE

STEEL PLATE OPENING STRUCTURE

STEEL SPACE FRAME

CMU SPACE FRAME BASE

8” DEPTH GUTTER

8’x12’ ETFE FACADE PANELS

316 STAINLESS STEEL SPIDER CONNECTION EXPLODED WALL AXON SCALE: 1/16” = 1’

CODE / EGRESS PLAN 1

CODE / EGRESS AND ANALYSIS

3’ 0”

4’ 0”

7’ 0”

CODE / ADA PLANS

UP

ADA

Door 58 Occ. 36”

105

1,210 sqft 4 Occ.

101

EXIT 1

Door 374 Occ. 72”

Loading

103

Lobby

EXIT 3

DN

Costume Shop

702 sqft 2 Occ.

5,508 sqft 374 Occ.

ADA

ADA

ADA

ADA Seating

EXIT 4

12’

22’

ADA

ADA

Door 4 Occ. 72”

8’ 8’ UP

46’

48’ DN

LARGE THEATER PLAN

DN

43’

40’

Storage

SCALE: 1/8” = 1’

4’ 0”

104 1,100 sqft 4 Occ. 18’

Rehearsal 102

CODE / EGRESS PLAN 2

Door 90 Occ. 72”

Door 115 Occ. 36”

12' - 4"

EXIT 5

EXIT 2

5' - 2"

DN

33’

5' - 2"

10’

12' - 4"

2,575 sqft 86 Occ.

EXIT 6 Door 142 Occ. 36”

16' - 3"

5' - 8"

14' - 4"

BATHROOM PLAN

FIRE-RATED ROOM

SCALE:1/32” 1/16” == 1’1’ SCALE:

EXIT 3

DN

36’

Door 58 Occ. 36”

UP

Sm. Theater 203 1,210 sqft 36 Occ.

DN

25’

22’

33’

Costume Shop 103

20’

1,210 sqft 4 Occ.

34’ 39’

Lg. Theater

Dress

Dress

Dress

205

206

207

120 sqft 2 Occ.

120 sqft 2 Occ.

120 sqft 2 Occ.

202

CODE / EGRESS PLAN 3 EXIT 2

2,575 sqft 115 Occ.

18’

30’ Dress

EXIT 6

208

Door 142 Occ. 36”

120 sqft 2 Occ.

Door 115 Occ. 36”

OCCUPANT LOAD WORKSHEET

NAME: DATE:

Creed Broom 3/22/2024

SQUARE FOOTAGE FUNCTION 5,608 Assembly without fixed seats 2,575 Assembly without fixed seats 1,210 Assembly without fixed seats 1,500 Group H-5 fabrication/manufa 1,210 Mercantile (Storage,Stock) 120 Locker Rooms 120 Locker Rooms 120 Locker Rooms 120 Locker Rooms 80 Locker Rooms 702 Accessory Storage Area 1,100 Accessory Storage Area 80 Accessory Storage Area 210 Assembly w/o fixed seating 210 Assembly w/o fixed seating 567 Buisness Area 133 Buisness Area 133 Buisness Area 133 Buisness Area 133 Buisness Area 133 Buisness Area 133 Buisness Area 133 Buisness Area 2,575 Assembly w/o fixed seating

ROOM # ROOM NAME Lobby Large Theater Small Theater Scene Shop Costume Shop Dressing Room 1 Dressing Room 2 Dressing Room 3 Dressing Room 4 Laundry Loading Area Storage Mechanical Conference Room 1 Conference Room 2 Office Lobby Office 1 Office 2 Office 3 Office 4 Office 5 Office 6 Office 7 Rehersal Studio

LEVEL 2

FIRE-RATED ROOM

SCALE:1/32” 1/16” = 1’ SCALE:

DN

Conference

EXIT 3 Door 58 Occ. 36”

103 210 sqft 14 Occ. 11’

* American National Standard Institute (ANSI)

A. Occupancy Group(s):

Office 103

103

Office 103 133 sqft 1 Occ.

21’ Office Lobby 103 27’

Mixed Occupancy:

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

Yes

C. General Building Height & Areas: Allowable Height 75 Allowable Stories 3

ft

S2

Automatic Sprinkler System Increase: Building Height Increase: 20 Number of Stories Increase: 0

ft

Table 602 Table 504.3 Table 504.4

Fire Resistance Rating

Table 504.3

Distance in feet

North 0 x'

South 0 x'

East 0 x'

West 0 x'

4 Occ. 14’

EXIT 6 Door 142 Occ. 36”

LEVEL 3 SCALE:1/32” 1/16” == 1’1’ SCALE:

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

For single story For multi-story

E. Fire Protection Systems: Automatic Sprinkler Systems: IBC 903.2 Is an Auto. Sprinkler Sys. required for your occupant group? Yes Are you providing an Auto. Sprinkler Sys.?

Yes IBC Chapter 10

F. Means of Egress: Occupant Load Calculations:

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

3 58 ft 28,230 sf 15,230 sf 12,600 sf 400 sf sf sf sf

OCC. LOAD FACTOR 15 7 7 200 300 50 50 50 50 50 300 300 300 15 15 150 150 150 150 150 150 150 150 30 5 5 5 5 5 5 5 5 5 5 5 5 5 IBC Chapter 29 5 G. Plumbing Fixtures: Minimum Number of Required Plumbing Fixtures: Occupancy A1 Water Closets: Male:2 Female:2 Lavatories: Male:2 Female:2 Bathtubs or Showers: n/a Drinking Fountains: 0 Other:

Complete this portion for Mixed-Use Occupancies

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

B Male:2 Female:2 Male:2 Female:2 2 0

H. Notes and Other Applicable Code Information:

Table 504.3 Table 506.2

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

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

Allowable Area Allowable Area (Aa) 25,500 sq. ft.

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

133 sqft 1 Occ.

567 sqft

F1

IBC Chapter 9

Office

11’

B

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

IBC Chapter 5

133 sqft 1 Occ. 11’

See IBC 602.2, 602.3, 602.4, 602.5 Table 601

IBC Chapter 4

103

11’

A1 Yes

IIB

D. Type of Construction:

Yes

Change in Use:

103

Office

103 210 sqft 14 Occ.

IBC Chapter 6

IBC Chapter 3

133 sqft 1 Occ. Conference

YEAR 2018 2009

* International Code Council (ICC)

133 sqft 1 Occ. 11’

Gulport Theater Creed Broom 3/22/24

APPLICABLE CODES IBC - International Building Code ICC / ANSI 117.1

103

Office

11’

CODE ANALYSIS WORKSHEET Project Name: Preparer: Date:

Office 133 sqft 1 Occ.

FIRE-RATED ROOM

SCALE: 3/4” = 1’

LEVEL 1

Total Building Occupancy =

678

Means of Egress Sizing: Stairways: IBC 1005.3. Occupant Load * 0.3in. = Other: IBC 1005.3.2 Occupant Load * 0.2in. = Stair Width Provided = Corridor Width Provided = Exits from Stories:

IBC 1005

203.4 in 135.6 in 190 in 140 in IBC 1021.2

Minimum Number of Required Exits = Number of Exits Provided =

2 3

OCCUPANCY LOAD 374 115 36 8 4 2 2 2 2 2 2 4 0 14 14 4 1 1 1 1 1 1 1 86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Table 2902.1

2 0 03

04 05

resiliency measures

creed broom | academic portfolio | spring 2024

STRUCTURE AXON / CONNECTION DETAILS

THROUGH PLATE WITH BOLTS SINGLE SHEAR PLATE WITH BOLTS

STEEL SPACE FRAME 4’X4’ SPACING

W 24X104 STEEL BEAM

W 12X54 STEEL COLUMN

1. WF BEAM TO WF COLUMN CONNECTION DETAIL

W 24X104 STEEL BEAM THROUGH PLATE WITH BOLTS W 12X54 STEEL COLUMN

1

14” OPEN-WEB STEEL FLOOR JOIST

1/2” BOLTS STAGGERED STEEL SPACE FRAME 4’X4’ SPACING

4: 1’x1’ HSS STEEL HOLLOW COLUMNS FORMING ONE LARGE COLUMN

8” CMU WALL AIR CAVITY FOR RETURN DUCTS

DOUBLE STACKED CMU WALL ASSEMBLY

3

CMU SPACE FRAME BASE 2. SPACE FRAME TO CMU WALL CONNECTION DETAIL

STEEL SPACE FRAME 4’X4’ SPACING 1/2” ANCHOR BOLTS PRECAST BOND BEAM WITH FILLED CONCRETE

2

8” CMU BLOCKS

CAISSON FOUNDATION

3. CUSTOM COLUMN TO CONCRETE BASE CONNECTION DETAIL

COASTAL RESILIENCY After the effects of hurricane Katrina, costal resiliency is always a priority for design. Here are a few measures this project takes towards adressing a resilient future.

• a structure that is resistant towards hurricane conditions • an elevated program and structure that exceeds the 25ft elevation of Katrina flood levels • bio-retention swells and green roofs to help midigate rainwater • materials that are low in energy that also withstand hurricane forces

ENVIRONMENTAL SYSTEMS / BR’S

IMPERVIOUS SURFACE

AREA IN SQ.FT. SIZING FACTOR AREA OF BIO-RETENTION IN SQ.FT.

slanted roof

2,900

0.20

580

roof 2

3,544

0.20

708

roof 3

2,550

0.20

510

ground pavment

250

0.20

50

TOTAL BIO-RETENTION NEEDED IN SQ.FT.

63.91%

of rain runoff collected from impervious surfaces

43.04%

of total green roof coverage

BIO-RETENTION FACILITY

AREA IN SQ.FT.

front flow-through planter

1,530

back flow-through planter

306

green roof 1

2,704

green roof 2

1,275

TOTAL AREA FOR RAIN COLLECTION

1,848

AREA OF BIO-RETENTION IN SQ.FT. 1,836 3,979 5,815

2

3

1

downspout overflow drain

growing medium

waterproof membrane gravel growing medium

waterproof membrane

moisture-retention layer

overflow drain

aeration layer

growing medium

thermal insulation

gravel

drainage layer concrete roof

1. FLOW-THROUGH DETAIL

2. GREEN ROOF DETAIL

3. FLOW-THROUGH DETAIL

SCALE: 1/4” = 1’

SCALE: 1/2” = 1’

SCALE: 1/4” = 1’

ENVIRONMENTAL SYSTEMS / VAV SYSTEM 3

3

2

2

1

1

1. condensing boiler 2. cooling tower (60 ton) 3. chiller (60 ton)

air-handler

return vent

supply duct

supply vent

return duct

LEVEL 1 HVAC PLAN

LEVEL 2 HVAC PLAN

LEVEL 3 HVAC PLAN

SCALE: 1/64” = 1’

SCALE: 1/64” = 1’

SCALE: 1/64” = 1’

EE + CARBON / MATERIALS 5 fine-grit grey lime plaster against cmu block partition wall, sourced from ARCUS STONE in San Marcos, TX

3 8”x8”x16” structural cmu block wall, sourced from DECRASTONE in Tupelo, MS

4 8’x12’ kalwall panel skyroof system, sourced from KALWALL in Manchester, NH

2 4’x8’ etfe panels, sourced from DOMER in New Jersey

1 steel space frame constructed with 4”x4” hollow tubes sourced from STRUCTURAL STEEL SERVICES in Meridian, MS

extensive garden roof system, sourced from HYRDROTECH in Chicago, IL 6

1

2 11,514,591 hours

3 1,016,272 hours

4’x8’ bleair limestone panel sourced from STONEPLY in Greenville, TX

4

7

4,367,326 hours

40 W

1,760,031 hours

TOTAL

18,697,003 hours

EE

5

13,809 hours

6

7 n/a

2,692,367 MJ 24,972 hours

ŵďŽĚŝĞĚ ŶĞƌŐLJ ĨŽƌ DĂƚĞƌŝĂůƐ DĂƚĞƌŝĂů ηϭ

tĞŝŐŚƚ

hŶŝƚ ǁĞŝŐŚƚ ŵŽƵŶƚ ŽĨ ŵĂƚĞƌŝĂů dŽƚĂů ǁĞŝŐŚƚ ŽĨ ŵĂƚĞƌŝĂů ;ůďƐͿ dŽƚĂů ǁĞŝŐŚƚ ŽĨ ŵĂƚĞƌŝĂů ;<ŐͿ

ƵŶŝƚƐ ϳ͘Ϭϱ ůďƐ ϱϲϭ͘ϬϬ ϯ͕ϵϱϱ͘Ϭϱ ůďƐ ϭ͕ϳϵϯ͘ϵϴ <Ő

^ƚƵĚĞŶƚ EĂŵĞ͗

DĂƚĞƌŝĂů ηϮ

EĂŵĞ ŽĨ DĂƚĞƌŝĂů͗ ŽŶƚŝtĂůů &d WĂŶĞůƐ DĂƚĞƌŝĂů ĞƐĐƌŝƉƚŝŽŶ͗ ŽŶƚŝtĂůů &d WĂŶĞůƐ ƐŝnjĞĚ ƚŽ ďĞ ϰΖdžϴΖ ƚŚĂƚ ǁŝůů ďĞ ĨĂƐƚĞŶĞĚ ƚŽ Ă ƐƚĂŝŶůĞƐƐ ƐƚĞĞů ƐƉŝĚĞƌ ĐŽŶŶĞĐƚŽƌ͘ dŚĞƐĞ &d WĂŶĞůƐ ĂƌĞ ϵϵй ůŝŐŚƚĞƌ ƚŚĂŶ ŐůĂƐƐ ĂŶĚ ĐĂŶ ǁŝƚŚƐƚĂŶĚ ŵŽƌĞ ŝŵƉĂĐƚ ĨƌŽŵ ůĂƌŐĞ ůĂƚĞƌĂů ůŽĂĚƐ͘ DĂĚĞ ŽĨ ϵϬй ƌĞĐLJĐůĞĚ ŵĂƚĞƌŝĂů ĂŶĚ ƚƌĂŶƐŵŝƚƐ ϴϱй ŽĨ ůŝŐŚƚ͘

tĞŝŐŚƚ

hŶŝƚ ǁĞŝŐŚƚ ŵŽƵŶƚ ŽĨ ŵĂƚĞƌŝĂů dŽƚĂů ǁĞŝŐŚƚ ŽĨ ŵĂƚĞƌŝĂů ;ůďƐͿ dŽƚĂů ǁĞŝŐŚƚ ŽĨ ŵĂƚĞƌŝĂů ;<ŐͿ

ƵŶŝƚƐ ϭϬϱ͘ϲϬ ůďƐ ϭϮϯ͘ϬϬ ϭϮ͕ϵϴϴ͘ϴϬ ůďƐ ϱ͕ϴϵϭ͘ϲϮ <Ő

ƌĞĞĚ ƌŽŽŵ

DĂƚĞƌŝĂů ηϯ

EĂŵĞ ŽĨ DĂƚĞƌŝĂů͗ ůĞĂŝƌ >ŝŵĞƐƚŽŶĞ WĂŶĞů DĂƚĞƌŝĂů ĞƐĐƌŝƉƚŝŽŶ͗ ůĞĂŝƌ >ŝŵĞƐƚŽŶĞ WĂŶĞůƐ ƐŝnjĞĚ ƚŽ ďĞ ϰΖϴΖ͘ dŚĞ ůĞĂŝƌ >ŝŵĞƐƚŽŶĞ WĂŶĞůƐ ĂƌĞ ďĂĐŬĞĚ ďLJ ĂůƵŵŝŶƵŵ ĨƌĂŵĞĚ ƉĂŶĞůƐ͘ dŚŝƐ >ŝŵĞƐƚŽŶĞ ƉĂƚƚĞƌŶ ŚĂƐ Ă ƐƵďƚůĞ ƉĂƚƚĞƌŶ ƚŚĂƚ ĞdžƚƌƵĚĞƐ ĨƌŽŵ ƚŚĞ ůŝŐŚƚͲŐƌĞLJ ďĂƐĞ ďĞŶĞĂƚŚ͘

EĂŵĞ ŽĨ DĂƚĞƌŝĂů͗ <ĂůǁĂůů ^ŬLJƌŽŽĨ DĂƚĞƌŝĂů ĞƐĐƌŝƉƚŝŽŶ͗ <ĂůǁĂůů ^ŬLJƌŽŽĨ WĂŶĞůƐ ƐŝnjĞĚ Ăƚ ϴΖdžϭϮΖ͘ dŚĞƐĞ ƉĂŶĞůƐ ƐĞƌǀĞ ĂƐ ƚŚĞ ƌŽŽĨŝŶŐ ƐLJƐƚĞŵ ŽǀĞƌ ƚŚĞ ďĂĐŬ ĐůĞĂƌƐƚŽƌLJ͘ dŚĞƐĞ ƉĂŶĞůƐ ƉƌŽǀŝĚĞ ůŝŐŚƚ ƚŽ ƚŚĞ ĂĚŵŝŶŝƐƚƌĂƚŝŽŶ ǁŚŝůĞ ĂůƐŽ ƉĞƌĨŽƌŵŝŶŐ ǀĞƌLJ ŚŝŐŚ ƚŚĞƌŵĂůůLJ͘ dŚŝƐ ƉƌŽĚƵĐƚ ŽĨĨĞƌƐ ƵƉ ƚŽ ϯϬ ƉŽŝŶƚƐ ƚŽǁĂƌĚƐ > ĞƌƚŝĨŝĐĂƚŝŽŶ͘

tĞŝŐŚƚ

hŶŝƚ ǁĞŝŐŚƚ ŵŽƵŶƚ ŽĨ ŵĂƚĞƌŝĂů dŽƚĂů ǁĞŝŐŚƚ ŽĨ ŵĂƚĞƌŝĂů ;ůďƐͿ dŽƚĂů ǁĞŝŐŚƚ ŽĨ ŵĂƚĞƌŝĂů ;<ŐͿ

ƵŶŝƚƐ ϰϴϬ͘ϬϬ ůďƐ ϭϭ͘ϬϬ ϱ͕ϮϴϬ͘ϬϬ ůďƐ Ϯ͕ϯϵϰ͘ϵϳ <Ő

ƌĂĚůĞ ƚŽ 'ĂƚĞ ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ ;ƵƐĞ / ƐƉƌĞĂĚƐŚĞĞƚͿ ƵŶŝƚƐ ƵŶŝƚ ǀĂůƵĞ ĨŽƌ ŵĂƚĞƌŝĂů ϴϬ͘ϭϬ D:ͬ<Ő dŽƚĂů ; dž ǁĞŝŐŚƚ ;<ŐͿͿ ϭϰϯ͕ϲϵϳ͘ϳϮ D:

ƌĂĚůĞ ƚŽ 'ĂƚĞ ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ ;ƵƐĞ / ƐƉƌĞĂĚƐŚĞĞƚͿ ƵŶŝƚƐ ƵŶŝƚ ǀĂůƵĞ ĨŽƌ ŵĂƚĞƌŝĂů Ϭ͘ϰϭ D:ͬ<Ő dŽƚĂů ; dž ǁĞŝŐŚƚ ;<ŐͿͿ Ϯ͕ϰϭϱ͘ϱϲ D:

ƌĂĚůĞ ƚŽ 'ĂƚĞ ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ ;ƵƐĞ / ƐƉƌĞĂĚƐŚĞĞƚͿ ƵŶŝƚƐ ƵŶŝƚ ǀĂůƵĞ ĨŽƌ ŵĂƚĞƌŝĂů ϭϬϱ͘ϬϬ D:ͬ<Ő dŽƚĂů ; dž ǁĞŝŐŚƚ ;<ŐͿͿ Ϯϱϭ͕ϰϳϭ͘ϰϬ D:

dƌĂŶƐƉŽƌƚĂƚŝŽŶ ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ

dƌĂŶƐƉŽƌƚĂƚŝŽŶ ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ

dƌĂŶƐƉŽƌƚĂƚŝŽŶ ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ

DĂƚĞƌŝĂů DĂŶƵĨĂĐƚƵƌĞƌ EĂŵĞ DĂƚĞƌŝĂů DĂŶƵĨĂĐƚƵƌĞƌ >ŽĐĂƚŝŽŶ WƌŽũĞĐƚ >ŽĐĂƚŝŽŶ

ŽŵĞƌ EĞǁ :ĞƌƐĞLJ 'ƵůĨƉŽƌƚ͕ D^

DĂƚĞƌŝĂů DĂŶƵĨĂĐƚƵƌĞƌ EĂŵĞ DĂƚĞƌŝĂů DĂŶƵĨĂĐƚƵƌĞƌ >ŽĐĂƚŝŽŶ WƌŽũĞĐƚ >ŽĐĂƚŝŽŶ

^ƚŽŶĞWůLJ 'ƌĞĞŶǀŝůůĞ͕ dy 'ƵůĨƉŽƌƚ͕ D^

DĂƚĞƌŝĂů DĂŶƵĨĂĐƚƵƌĞƌ EĂŵĞ DĂƚĞƌŝĂů DĂŶƵĨĂĐƚƵƌĞƌ >ŽĐĂƚŝŽŶ WƌŽũĞĐƚ >ŽĐĂƚŝŽŶ

ŝƐƚĂŶĐĞ ĨƌŽŵ ŵĂŶƵĨĂĐƚƵƌĞƌ ƚŽ ƉƌŽũĞĐƚ ƐŝƚĞ >ŽŶŐ ,ĂƵů ŝƌĐƌĂĨƚ ϭϱ dŽŶ dƌƵĐŬ ϯϱ dŽŶ dƌƵĐŬ ŽƐƚĂů ^ŚŝƉƉŝŶŐ ZĂŝů KĐĞĂŶ ^ŚŝƉƉŝŶŐ dŽƚĂů

ƵŶŝƚƐ ŵŝůĞƐ ϭ͕ϮϬϴ͘ϬϬ ŵŝůĞƐ ŵŝůĞƐ ŵŝůĞƐ ŵŝůĞƐ ŵŝůĞƐ ϭ͕ϮϬϴ͘ϬϬ ŵŝůĞƐ

ŝƐƚĂŶĐĞ ĨƌŽŵ ŵĂŶƵĨĂĐƚƵƌĞƌ ƚŽ ƉƌŽũĞĐƚ ƐŝƚĞ >ŽŶŐ ,ĂƵů ŝƌĐƌĂĨƚ ϭϱ dŽŶ dƌƵĐŬ ϯϱ dŽŶ dƌƵĐŬ ŽƐƚĂů ^ŚŝƉƉŝŶŐ ZĂŝů KĐĞĂŶ ^ŚŝƉƉŝŶŐ dŽƚĂů

ƵŶŝƚƐ ŵŝůĞƐ ϱϯϵ͘ϬϬ ŵŝůĞƐ ŵŝůĞƐ ŵŝůĞƐ ŵŝůĞƐ ŵŝůĞƐ ϱϯϵ͘ϬϬ ŵŝůĞƐ

ŝƐƚĂŶĐĞ ĨƌŽŵ ŵĂŶƵĨĂĐƚƵƌĞƌ ƚŽ ƉƌŽũĞĐƚ ƐŝƚĞ >ŽŶŐ ,ĂƵů ŝƌĐƌĂĨƚ ϭϱ dŽŶ dƌƵĐŬ ϯϱ dŽŶ dƌƵĐŬ ŽƐƚĂů ^ŚŝƉƉŝŶŐ ZĂŝů KĐĞĂŶ ^ŚŝƉƉŝŶŐ dŽƚĂů

ƵŶŝƚƐ ŵŝůĞƐ ϵϬϭ͘ϬϬ ŵŝůĞƐ ŵŝůĞƐ ŵŝůĞƐ ŵŝůĞƐ ŵŝůĞƐ ϵϬϭ͘ϬϬ ŵŝůĞƐ

dƌĂŶƐƉŽƌƚĂƚŝŽŶ ƉĞƌ ƚLJƉĞ ŽĨ ƚƌĂŶƐƉŽƌƚ >ŽŶŐ ,ĂƵů ŝƌĐƌĂĨƚ (9.49 MJ/ton-mile) ϭϱ dŽŶ dƌƵĐŬ (2.19 MJ/ton-mile) ϯϱ dŽŶ dƌƵĐŬ (1.37 MJ/ton-mile) ŽƐƚĂů ^ŚŝƉƉŝŶŐ (0.39 MJ/ton-mile) ZĂŝů (0.37 MJ/ton-mile) KĐĞĂŶ ^ŚŝƉƉŝŶŐ (0.23 MJ/ton-mile) dŽƚĂů dƌĂŶƐƉŽƌƚĂƚŝŽŶ

ƵŶŝƚƐ Ϭ͘ϬϬ D: Ϯ͕ϲϰϱ͘ϱϮ D: Ϭ͘ϬϬ D: Ϭ͘ϬϬ D: Ϭ͘ϬϬ D: Ϭ͘ϬϬ D: Ϯ͕ϲϰϱ͘ϱϮ D:

dƌĂŶƐƉŽƌƚĂƚŝŽŶ ƉĞƌ ƚLJƉĞ ŽĨ ƚƌĂŶƐƉŽƌƚ >ŽŶŐ ,ĂƵů ŝƌĐƌĂĨƚ (9.49 MJ/ton-mile) ϭϱ dŽŶ dƌƵĐŬ (2.19 MJ/ton-mile) ϯϱ dŽŶ dƌƵĐŬ (1.37 MJ/ton-mile) ŽƐƚĂů ^ŚŝƉƉŝŶŐ (0.39 MJ/ton-mile) ZĂŝů (0.37 MJ/ton-mile) KĐĞĂŶ ^ŚŝƉƉŝŶŐ (0.23 MJ/ton-mile) dŽƚĂů dƌĂŶƐƉŽƌƚĂƚŝŽŶ

ƵŶŝƚƐ Ϭ͘ϬϬ D: ϭ͕ϭϴϬ͘ϰϭ D: Ϭ͘ϬϬ D: Ϭ͘ϬϬ D: Ϭ͘ϬϬ D: Ϭ͘ϬϬ D: ϭ͕ϭϴϬ͘ϰϭ D:

dƌĂŶƐƉŽƌƚĂƚŝŽŶ ƉĞƌ ƚLJƉĞ ŽĨ ƚƌĂŶƐƉŽƌƚ >ŽŶŐ ,ĂƵů ŝƌĐƌĂĨƚ (9.49 MJ/ton-mile) ϭϱ dŽŶ dƌƵĐŬ (2.19 MJ/ton-mile) ϯϱ dŽŶ dƌƵĐŬ (1.37 MJ/ton-mile) ŽƐƚĂů ^ŚŝƉƉŝŶŐ (0.39 MJ/ton-mile) ZĂŝů (0.37 MJ/ton-mile) KĐĞĂŶ ^ŚŝƉƉŝŶŐ (0.23 MJ/ton-mile) dŽƚĂů dƌĂŶƐƉŽƌƚĂƚŝŽŶ

ƵŶŝƚƐ Ϭ͘ϬϬ D: ϭ͕ϵϳϯ͘ϭϵ D: Ϭ͘ϬϬ D: Ϭ͘ϬϬ D: Ϭ͘ϬϬ D: Ϭ͘ϬϬ D: ϭ͕ϵϳϯ͘ϭϵ D:

dŽƚĂů ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ

ϭϰϲ͕ϯϰϯ͘Ϯϰ D:

dŽƚĂů ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ

ZĞůĂƚĂďůĞ ĐŽŶƚĞdžƚ Ͳ ƚŚĞ ϰϬ ǁĂƚƚ ůŝŐŚƚďƵůď ŬŝůŽǁĂƚƚ ŚŽƵƌ ĞƋƵŝǀĂůĞŶƚ ϭ ŬtŚ ĞƋƵĂůƐ dŽƚĂů ŬtŚ (total EE / 3.6 MJ)

ƵŶŝƚƐ ϯ͘ϲϬ D: ϰϬ͕ϲϱϬ͘ϵϬ ŬtŚ

ZĞůĂƚĂďůĞ ĐŽŶƚĞdžƚ Ͳ ƚŚĞ ϰϬ ǁĂƚƚ ůŝŐŚƚďƵůď ŬŝůŽǁĂƚƚ ŚŽƵƌ ĞƋƵŝǀĂůĞŶƚ ϭ ŬtŚ ĞƋƵĂůƐ dŽƚĂů ŬtŚ (total EE / 3.6 MJ)

ƵŶŝƚƐ Ϯϱ͘ϬϬ ŚƌƐ

WŽǁĞƌŝŶŐ ƚŚĞ ϰϬ ǁĂƚƚ ůŝŐŚƚ ďƵůď ϭ ŬtŚ ƉŽǁĞƌƐ Ă ďƵůď ĨŽƌ

WŽǁĞƌŝŶŐ ƚŚĞ ϰϬ ǁĂƚƚ ůŝŐŚƚ ďƵůď ϭ ŬtŚ ƉŽǁĞƌƐ Ă ďƵůď ĨŽƌ dŽƚĂů KƉĞƌĂƚŝŶŐ ,ŽƵƌƐ

ϭ͕Ϭϭϲ͕ϮϳϮ͘ϱϭ ŚƌƐ

EŽƚĞ͗ KŶůLJ ĞŶƚĞƌ ĚĂƚĂ ŝŶ ƚŚĞ >h ĐĞůůƐ͕ ƚŚĞƌĞ ŝƐ ŶŽ ŶĞĞĚ ƚŽ ĂůƚĞƌ ƚŚĞ LJĞůůŽǁ ĐĞůůƐ Ͳ ĚŽŝŶŐ ƐŽ ǁŝůů ĂůƚĞƌ ƉƌŽŐƌĂŵŵĞĚ ĞƋƵĂƚŝŽŶƐ͘

ϯ͕ϱϵϱ͘ϵϳ D:

dŽƚĂů KƉĞƌĂƚŝŶŐ ,ŽƵƌƐ

dŽƚĂů ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ

Ϯϱϯ͕ϰϰϰ͘ϱϵ D:

ƵŶŝƚƐ ϯ͘ϲϬ D: ϵϵϴ͘ϴϴ ŬtŚ

ZĞůĂƚĂďůĞ ĐŽŶƚĞdžƚ Ͳ ƚŚĞ ϰϬ ǁĂƚƚ ůŝŐŚƚďƵůď ŬŝůŽǁĂƚƚ ŚŽƵƌ ĞƋƵŝǀĂůĞŶƚ ϭ ŬtŚ ĞƋƵĂůƐ dŽƚĂů ŬtŚ (total EE / 3.6 MJ)

ƵŶŝƚƐ ϯ͘ϲϬ D: ϳϬ͕ϰϬϭ͘Ϯϴ ŬtŚ

ƵŶŝƚƐ Ϯϱ͘ϬϬ ŚƌƐ

WŽǁĞƌŝŶŐ ƚŚĞ ϰϬ ǁĂƚƚ ůŝŐŚƚ ďƵůď ϭ ŬtŚ ƉŽǁĞƌƐ Ă ďƵůď ĨŽƌ

Ϯϰ͕ϵϳϮ͘Ϭϯ ŚƌƐ

EŽƚĞ͗ KŶůLJ ĞŶƚĞƌ ĚĂƚĂ ŝŶ ƚŚĞ >h ĐĞůůƐ͕ ƚŚĞƌĞ ŝƐ ŶŽ ŶĞĞĚ ƚŽ ĂůƚĞƌ ƚŚĞ LJĞůůŽǁ ĐĞůůƐ Ͳ ĚŽŝŶŐ ƐŽ ǁŝůů ĂůƚĞƌ ƉƌŽŐƌĂŵŵĞĚ ĞƋƵĂƚŝŽŶƐ͘

dŽƚĂů KƉĞƌĂƚŝŶŐ ,ŽƵƌƐ

hŶŝƚ ǁĞŝŐŚƚ ŵŽƵŶƚ ŽĨ ŵĂƚĞƌŝĂů dŽƚĂů ǁĞŝŐŚƚ ŽĨ ŵĂƚĞƌŝĂů ;ůďƐͿ dŽƚĂů ǁĞŝŐŚƚ ŽĨ ŵĂƚĞƌŝĂů ;<ŐͿ

ƵŶŝƚƐ ϯϬ͘ϬϬ ůďƐ ϲϵ͘ϬϬ Ϯ͕ϬϳϬ͘ϬϬ ůďƐ ϵϯϴ͘ϵϰ <Ő

hŶŝƚ ǁĞŝŐŚƚ ŵŽƵŶƚ ŽĨ ŵĂƚĞƌŝĂů dŽƚĂů ǁĞŝŐŚƚ ŽĨ ŵĂƚĞƌŝĂů ;ůďƐͿ dŽƚĂů ǁĞŝŐŚƚ ŽĨ ŵĂƚĞƌŝĂů ;<ŐͿ

ƵŶŝƚƐ Ϯϴ͘ϬϬ ůďƐ ϭϲ͕ϵϰϬ͘ϬϬ ϰϳϰ͕ϯϮϬ͘ϬϬ ůďƐ Ϯϭϱ͕ϭϰϳ͘ϳϲ <Ő

tĞŝŐŚƚ

hŶŝƚ ǁĞŝŐŚƚ ŵŽƵŶƚ ŽĨ ŵĂƚĞƌŝĂů dŽƚĂů ǁĞŝŐŚƚ ŽĨ ŵĂƚĞƌŝĂů ;ůďƐͿ dŽƚĂů ǁĞŝŐŚƚ ŽĨ ŵĂƚĞƌŝĂů ;<ŐͿ

dƌĂŶƐƉŽƌƚĂƚŝŽŶ ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ

dƌĂŶƐƉŽƌƚĂƚŝŽŶ ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ DĂƚĞƌŝĂů DĂŶƵĨĂĐƚƵƌĞƌ EĂŵĞ DĂƚĞƌŝĂů DĂŶƵĨĂĐƚƵƌĞƌ >ŽĐĂƚŝŽŶ WƌŽũĞĐƚ >ŽĐĂƚŝŽŶ

ƵŶŝƚƐ ŵŝůĞƐ ϱϲϱ͘ϬϬ ŵŝůĞƐ ŵŝůĞƐ ŵŝůĞƐ ŵŝůĞƐ ŵŝůĞƐ ϱϲϱ͘ϬϬ ŵŝůĞƐ

ŝƐƚĂŶĐĞ ĨƌŽŵ ŵĂŶƵĨĂĐƚƵƌĞƌ ƚŽ ƉƌŽũĞĐƚ ƐŝƚĞ >ŽŶŐ ,ĂƵů ŝƌĐƌĂĨƚ ϭϱ dŽŶ dƌƵĐŬ ϯϱ dŽŶ dƌƵĐŬ ŽƐƚĂů ^ŚŝƉƉŝŶŐ ZĂŝů KĐĞĂŶ ^ŚŝƉƉŝŶŐ dŽƚĂů

ƵŶŝƚƐ ŵŝůĞƐ ϯϬϯ͘ϬϬ ŵŝůĞƐ ŵŝůĞƐ ŵŝůĞƐ ŵŝůĞƐ ŵŝůĞƐ ϯϬϯ͘ϬϬ ŵŝůĞƐ

ŝƐƚĂŶĐĞ ĨƌŽŵ ŵĂŶƵĨĂĐƚƵƌĞƌ ƚŽ ƉƌŽũĞĐƚ ƐŝƚĞ >ŽŶŐ ,ĂƵů ŝƌĐƌĂĨƚ ϭϱ dŽŶ dƌƵĐŬ ϯϱ dŽŶ dƌƵĐŬ ŽƐƚĂů ^ŚŝƉƉŝŶŐ ZĂŝů KĐĞĂŶ ^ŚŝƉƉŝŶŐ dŽƚĂů

ƵŶŝƚƐ ŵŝůĞƐ ϭϲϬ͘ϬϬ ŵŝůĞƐ ŵŝůĞƐ ŵŝůĞƐ ŵŝůĞƐ ŵŝůĞƐ ϭϲϬ͘ϬϬ ŵŝůĞƐ

dƌĂŶƐƉŽƌƚĂƚŝŽŶ ƉĞƌ ƚLJƉĞ ŽĨ ƚƌĂŶƐƉŽƌƚ >ŽŶŐ ,ĂƵů ŝƌĐƌĂĨƚ (9.49 MJ/ton-mile) ϭϱ dŽŶ dƌƵĐŬ (2.19 MJ/ton-mile) ϯϱ dŽŶ dƌƵĐŬ (1.37 MJ/ton-mile) ŽƐƚĂů ^ŚŝƉƉŝŶŐ (0.39 MJ/ton-mile) ZĂŝů (0.37 MJ/ton-mile) KĐĞĂŶ ^ŚŝƉƉŝŶŐ (0.23 MJ/ton-mile) dŽƚĂů dƌĂŶƐƉŽƌƚĂƚŝŽŶ

ƵŶŝƚƐ Ϭ͘ϬϬ D: ϭ͕Ϯϯϳ͘ϯϱ D: Ϭ͘ϬϬ D: Ϭ͘ϬϬ D: Ϭ͘ϬϬ D: Ϭ͘ϬϬ D: ϭ͕Ϯϯϳ͘ϯϱ D:

dƌĂŶƐƉŽƌƚĂƚŝŽŶ ƉĞƌ ƚLJƉĞ ŽĨ ƚƌĂŶƐƉŽƌƚ >ŽŶŐ ,ĂƵů ŝƌĐƌĂĨƚ (9.49 MJ/ton-mile) ϭϱ dŽŶ dƌƵĐŬ (2.19 MJ/ton-mile) ϯϱ dŽŶ dƌƵĐŬ (1.37 MJ/ton-mile) ŽƐƚĂů ^ŚŝƉƉŝŶŐ (0.39 MJ/ton-mile) ZĂŝů (0.37 MJ/ton-mile) KĐĞĂŶ ^ŚŝƉƉŝŶŐ (0.23 MJ/ton-mile) dŽƚĂů dƌĂŶƐƉŽƌƚĂƚŝŽŶ

ƵŶŝƚƐ Ϭ͘ϬϬ D: ϲϲϯ͘ϱϳ D: Ϭ͘ϬϬ D: Ϭ͘ϬϬ D: Ϭ͘ϬϬ D: Ϭ͘ϬϬ D: ϲϲϯ͘ϱϳ D:

dƌĂŶƐƉŽƌƚĂƚŝŽŶ ƉĞƌ ƚLJƉĞ ŽĨ ƚƌĂŶƐƉŽƌƚ >ŽŶŐ ,ĂƵů ŝƌĐƌĂĨƚ (9.49 MJ/ton-mile) ϭϱ dŽŶ dƌƵĐŬ (2.19 MJ/ton-mile) ϯϱ dŽŶ dƌƵĐŬ (1.37 MJ/ton-mile) ŽƐƚĂů ^ŚŝƉƉŝŶŐ (0.39 MJ/ton-mile) ZĂŝů (0.37 MJ/ton-mile) KĐĞĂŶ ^ŚŝƉƉŝŶŐ (0.23 MJ/ton-mile) dŽƚĂů dƌĂŶƐƉŽƌƚĂƚŝŽŶ

ƵŶŝƚƐ Ϭ͘ϬϬ D: ϯϱϬ͘ϰϬ D: Ϭ͘ϬϬ D: Ϭ͘ϬϬ D: Ϭ͘ϬϬ D: Ϭ͘ϬϬ D: ϯϱϬ͘ϰϬ D:

ZĞůĂƚĂďůĞ ĐŽŶƚĞdžƚ Ͳ ƚŚĞ ϰϬ ǁĂƚƚ ůŝŐŚƚďƵůď ŬŝůŽǁĂƚƚ ŚŽƵƌ ĞƋƵŝǀĂůĞŶƚ ϭ ŬtŚ ĞƋƵĂůƐ dŽƚĂů ŬtŚ (total EE / 3.6 MJ) WŽǁĞƌŝŶŐ ƚŚĞ ϰϬ ǁĂƚƚ ůŝŐŚƚ ďƵůď ϭ ŬtŚ ƉŽǁĞƌƐ Ă ďƵůď ĨŽƌ dŽƚĂů KƉĞƌĂƚŝŶŐ ,ŽƵƌƐ

ϭ͕ϵϴϴ͘ϱϬ D:

dŽƚĂů ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ

ϲϮϴ͕ϴϵϱ͘ϬϮ D:

dŽƚĂů ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ

ƵŶŝƚƐ ϯ͘ϲϬ D: ϱϱϮ͘ϯϲ ŬtŚ

ZĞůĂƚĂďůĞ ĐŽŶƚĞdžƚ Ͳ ƚŚĞ ϰϬ ǁĂƚƚ ůŝŐŚƚďƵůď ŬŝůŽǁĂƚƚ ŚŽƵƌ ĞƋƵŝǀĂůĞŶƚ ϭ ŬtŚ ĞƋƵĂůƐ dŽƚĂů ŬtŚ (total EE / 3.6 MJ)

ƵŶŝƚƐ ϯ͘ϲϬ D: ϭϳϰ͕ϲϵϯ͘Ϭϲ ŬtŚ

ZĞůĂƚĂďůĞ ĐŽŶƚĞdžƚ Ͳ ƚŚĞ ϰϬ ǁĂƚƚ ůŝŐŚƚďƵůď ŬŝůŽǁĂƚƚ ŚŽƵƌ ĞƋƵŝǀĂůĞŶƚ ϭ ŬtŚ ĞƋƵĂůƐ dŽƚĂů ŬtŚ (total EE / 3.6 MJ)

ƵŶŝƚƐ Ϯϱ͘ϬϬ ŚƌƐ

WŽǁĞƌŝŶŐ ƚŚĞ ϰϬ ǁĂƚƚ ůŝŐŚƚ ďƵůď ϭ ŬtŚ ƉŽǁĞƌƐ Ă ďƵůď ĨŽƌ

ƵŶŝƚƐ Ϯϱ͘ϬϬ ŚƌƐ

WŽǁĞƌŝŶŐ ƚŚĞ ϰϬ ǁĂƚƚ ůŝŐŚƚ ďƵůď ϭ ŬtŚ ƉŽǁĞƌƐ Ă ďƵůď ĨŽƌ

ϭϯ͕ϴϬϵ͘ϬϮ ŚƌƐ

EŽƚĞ͗ KŶůLJ ĞŶƚĞƌ ĚĂƚĂ ŝŶ ƚŚĞ >h ĐĞůůƐ͕ ƚŚĞƌĞ ŝƐ ŶŽ ŶĞĞĚ ƚŽ ĂůƚĞƌ ƚŚĞ LJĞůůŽǁ ĐĞůůƐ Ͳ ĚŽŝŶŐ ƐŽ ǁŝůů ĂůƚĞƌ ƉƌŽŐƌĂŵŵĞĚ ĞƋƵĂƚŝŽŶƐ͘

dŽƚĂů KƉĞƌĂƚŝŶŐ ,ŽƵƌƐ

ϰ͕ϯϲϳ͕ϯϮϲ͘ϱϰ ŚƌƐ

EŽƚĞ͗ KŶůLJ ĞŶƚĞƌ ĚĂƚĂ ŝŶ ƚŚĞ >h ĐĞůůƐ͕ ƚŚĞƌĞ ŝƐ ŶŽ ŶĞĞĚ ƚŽ ĂůƚĞƌ ƚŚĞ LJĞůůŽǁ ĐĞůůƐ Ͳ ĚŽŝŶŐ ƐŽ ǁŝůů ĂůƚĞƌ ƉƌŽŐƌĂŵŵĞĚ ĞƋƵĂƚŝŽŶƐ͘

'ƌĂŶĚ dŽƚĂů KƉĞƌĂƚŝŶŐ ,ŽƵƌƐ

ϭϱ͕ϴϵϱ͕ϳϮϳ͘Ϭϵ ŚƌƐ

^ƚƌƵĐƚƵƌĂů ^ƚĞĞů ^ĞƌǀŝĐĞƐ DĞƌŝĚŝĂŶ͕ D^ 'ƵůĨƉŽƌƚ͕ D^

ŝƐƚĂŶĐĞ ĨƌŽŵ ŵĂŶƵĨĂĐƚƵƌĞƌ ƚŽ ƉƌŽũĞĐƚ ƐŝƚĞ >ŽŶŐ ,ĂƵů ŝƌĐƌĂĨƚ ϭϱ dŽŶ dƌƵĐŬ ϯϱ dŽŶ dƌƵĐŬ ŽƐƚĂů ^ŚŝƉƉŝŶŐ ZĂŝů KĐĞĂŶ ^ŚŝƉƉŝŶŐ dŽƚĂů

dŽƚĂů ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ

Ϯ͕Ϯϴϴ͕ϵϴϰ͘ϳϬ D:

ƵŶŝƚƐ ϭϬϯ͘ϬϬ ůďƐ ϭ͕ϯϵϵ͘ϭϲ ϭϰϰ͕ϭϭϯ͘ϰϴ ůďƐ ϲϱ͕ϯϲϴ͘ϳϮ <Ő

dƌĂŶƐƉŽƌƚĂƚŝŽŶ ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ

ĞĐƌĂ^ƚŽŶĞ dƵƉĞůŽ͕ D^ 'ƵůĨƉŽƌƚ͕ D^

'ƌĂŶĚ dŽƚĂů ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ

ƌĞĞĚ ƌŽŽŵ

ƌĂĚůĞ ƚŽ 'ĂƚĞ ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ ;ƵƐĞ / ƐƉƌĞĂĚƐŚĞĞƚͿ ƵŶŝƚƐ ƵŶŝƚ ǀĂůƵĞ ĨŽƌ ŵĂƚĞƌŝĂů Ϯϱ͘ϯϲ D:ͬ<Ő dŽƚĂů ; dž ǁĞŝŐŚƚ ;<ŐͿͿ ϭ͕ϲϱϳ͕ϳϱϬ͘ϳϴ D:

DĂƚĞƌŝĂů DĂŶƵĨĂĐƚƵƌĞƌ EĂŵĞ DĂƚĞƌŝĂů DĂŶƵĨĂĐƚƵƌĞƌ >ŽĐĂƚŝŽŶ WƌŽũĞĐƚ >ŽĐĂƚŝŽŶ

Ϯ͕ϴϬϭ͕Ϯϳϲ͘ϰϱ ŚƌƐ

DĂƚĞƌŝĂů ηϲ

ƌĂĚůĞ ƚŽ 'ĂƚĞ ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ ;ƵƐĞ / ƐƉƌĞĂĚƐŚĞĞƚͿ ƵŶŝƚƐ ƵŶŝƚ ǀĂůƵĞ ĨŽƌ ŵĂƚĞƌŝĂů Ϯ͘ϵϮ D:ͬ<Ő dŽƚĂů ; dž ǁĞŝŐŚƚ ;<ŐͿͿ ϲϮϴ͕Ϯϯϭ͘ϰϱ D:

ƌĐƵƐ ^ƚŽŶĞ ^ĂŶ DĂƌĐŽƐ͕ dy 'ƵůĨƉŽƌƚ͕ D^

'ƌĂŶĚ dŽƚĂů KƉĞƌĂƚŝŶŐ ,ŽƵƌƐ

EĂŵĞ ŽĨ DĂƚĞƌŝĂů͗ ^ƚĞĞů ^ƉĂĐĞ &ƌĂŵĞ ^ƚƌƵĐƚƵƌĞ DĂƚĞƌŝĂů ĞƐĐƌŝƉƚŝŽŶ͗ dŚŝƐ ^ƚĞĞů ^ƉĂĐĞ ĨƌĂŵĞ ^ƚƌƵĐƚƵƌĞ ŝƐ ĚLJƉŝĐƚĞĚ ŝŶ ŵŽĚƵůĂƌ ϰΖdžϰΖ ƵŶŝƚƐ͘ ĂĐŚ ƵŶŝƚ ĐŽŶƚĂŝŶƐ ϭϲ Ͳ ϰΗdžϰΗdžϭͬϮΗ ,^^ ,ŽůůŽǁ ^ƚĞĞů dƵďŝŶŐ ƚŽ ƌĞĚƵĐĞ ƚŚĞ ŽǀĞƌĂůů ǁĞŝŐŚƚ͘ dŚŝƐ ƐƚƌƵĐƚƵƌĞ ƐĞƌǀĞƐ ĂƐ ƚŚĞ ŵĂŝŶ ĨŽĐĂů ƉŽŝŶƚ ǁŝƚŚŝŶ ƚŚĞ ďƵŝůĚŝŶŐ͕ ǁŚŝůĞ ĂůƐŽ ƐĞƌǀŝŶŐ ĂƐ ƚŚĞ ůŽďďLJ ĂŶĚ ƚŚĞĂƚĞƌ ƐƚƌƵĐƚƵƌĞ͘ dŚĞ ƐƚĞĞů ǁŝůů ŚĂǀĞ Ă ƌĂǁ ĨŝŶŝƐŚ͘

ƌĂĚůĞ ƚŽ 'ĂƚĞ ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ ;ƵƐĞ / ƐƉƌĞĂĚƐŚĞĞƚͿ ƵŶŝƚƐ ƵŶŝƚ ǀĂůƵĞ ĨŽƌ ŵĂƚĞƌŝĂů Ϭ͘ϴϬ D:ͬ<Ő dŽƚĂů ; dž ǁĞŝŐŚƚ ;<ŐͿͿ ϳϱϭ͘ϭϱ D:

DĂƚĞƌŝĂů DĂŶƵĨĂĐƚƵƌĞƌ EĂŵĞ DĂƚĞƌŝĂů DĂŶƵĨĂĐƚƵƌĞƌ >ŽĐĂƚŝŽŶ WƌŽũĞĐƚ >ŽĐĂƚŝŽŶ

ϰϬϯ͕ϯϴϯ͘ϴϭ D:

ƵŶŝƚƐ Ϯϱ͘ϬϬ ŚƌƐ ϭ͕ϳϲϬ͕Ϭϯϭ͘ϵϭ ŚƌƐ

^ƚƵĚĞŶƚ EĂŵĞ͗

DĂƚĞƌŝĂů ηϱ

EĂŵĞ ŽĨ DĂƚĞƌŝĂů͗ /ǀŽƌLJ Dh ƌŝĐŬƐ DĂƚĞƌŝĂů ĞƐĐƌŝƉƚŝŽŶ͗ /ǀŽƌLJ Dh ƌŝĐŬƐ ŚĂǀĞ Ă ŵŽĚƵůĂƌ ƐŝnjĞ ŽĨ ϴΗdžϴΗdžϭϲΗ͘ dŚĞƐĞ ƵŶŝƚƐ ƐĞƌǀĞƐ ĂƐ ƚŚĞ ƐƚƌƵĐƚƵƌĞ ĨŽƌ ƚŚĞ ƚŚĞĂƚĞƌƐ͕ ĂƐ ǁĞůů ĂƐ ƚŚĞ ƉĂƌƚŝƚŝŽŶ ǁĂůůƐ ƚŽ ƚŚĞ ŶĞŝŐŚďŽƌŝŶŐ ďƵŝůĚŝŶŐƐ͘ dŚĞƐĞ ƵŶŝƚƐ ĐŽŵĞ ŝŶ ĂŶ ŝǀŽƌLJ ĨŝŶŝƐŚ ƚŚĂƚ ŐŝǀĞ ƚŚĞ ƵŶŝƚƐ Ă ůŝŐŚƚ ŐƌĞLJ ĐŽůŽƌ͘

tĞŝŐŚƚ

'ƌĂŶĚ dŽƚĂů ŵďŽĚŝĞĚ ŶĞƌŐLJ ; Ϳ

EŽƚĞ͗ KŶůLJ ĞŶƚĞƌ ĚĂƚĂ ŝŶ ƚŚĞ >h ĐĞůůƐ͕ ƚŚĞƌĞ ŝƐ ŶŽ ŶĞĞĚ ƚŽ ĂůƚĞƌ ƚŚĞ LJĞůůŽǁ ĐĞůůƐ Ͳ ĚŽŝŶŐ ƐŽ ǁŝůů ĂůƚĞƌ ƉƌŽŐƌĂŵŵĞĚ ĞƋƵĂƚŝŽŶƐ͘

ŵďŽĚŝĞĚ ŶĞƌŐLJ ĨŽƌ DĂƚĞƌŝĂůƐ DĂƚĞƌŝĂů ηϰ

EĂŵĞ ŽĨ DĂƚĞƌŝĂů͗ >ŝŵĞ WůĂƚĞƌ ;&ŝŶĞͿ DĂƚĞƌŝĂů ĞƐĐƌŝƉƚŝŽŶ͗ ƌĐƵƐ >ŝŵĞ WůĂƐƚĞƌ ;ĨŝŶĞ ŐƌŝƚͿ ĨŝŶŝƐŚ ǁŝůů ďĞ ĂƉƉůŝĞĚ ƚŽ ƚŚĞ Dh ƉĂƌƚŝƚŝŽŶ ǁĂůůƐ ƚŚĂƚ ƐĞƉĂƌĂƚĞ ƚŚĞ ŶĞŝŐŚďŽƌŝŶŐ ďƵŝůĚŝŶŐƐ͘ dŚĞ ƉůĂƐƚĞƌ ǁŝůů ŵĂŝŶƚĂŝŶ ƚŚĞ ůŽŽŬ ŽĨ ůŝŵĞƐƚŽŶĞ ǁŚŝůĞ ƉůĂŶŶŝŶŐ ĨŽƌ ƚŚĞ ĨƵƚƵƌĞ ŽĨ ǀĞƌƚŝĐĂů ďƵŝůĚŝŶŐ͘ &ŽƌŵƵůĂƚĞĚ ĨƌŽŵ ŚLJĚƌĂƚĞĚ ůŝŵĞ͕ ĨŝŶĞͲŐƌĂŝŶ ƐĂŶĚ ĂŶĚ ƉƌŽƉƌŝĞƚĂƌLJ ŶĂƚƵƌĂů ĂĚĚŝƚŝǀĞƐ͕ ŝƚ ŝƐ Ă ŚLJďƌŝĚ ƉƌŽĚƵĐƚ ƚŚĂƚ ĞŶĂďůĞƐ LJŽƵ ƚŽ ĂĐŚŝĞǀĞ Ă ƐƚƌŝŬŝŶŐ sĞŶĞƚŝĂŶͲƐƚLJůĞ ĨŝŶŝƐŚ Ăƚ Ă ĨƌĂĐƚŝŽŶ ŽĨ ƚŚĞ tĞŝŐŚƚ

<ĂůǁĂůů ŚŝĐĂŐŽ͕ /> 'ƵůĨƉŽƌƚ͕ D^

dŽƚĂů KƉĞƌĂƚŝŶŐ ,ŽƵƌƐ

ϭ͕ϲϱϴ͕ϭϬϭ͘ϭϴ D:

ƵŶŝƚƐ ϯ͘ϲϬ D: ϰϲϬ͕ϱϴϯ͘ϲϲ ŬtŚ ƵŶŝƚƐ Ϯϱ͘ϬϬ ŚƌƐ ϭϭ͕ϱϭϰ͕ϱϵϭ͘ϱϯ ŚƌƐ

EŽƚĞ͗ KŶůLJ ĞŶƚĞƌ ĚĂƚĂ ŝŶ ƚŚĞ >h ĐĞůůƐ͕ ƚŚĞƌĞ ŝƐ ŶŽ ŶĞĞĚ ƚŽ ĂůƚĞƌ ƚŚĞ LJĞůůŽǁ ĐĞůůƐ Ͳ ĚŽŝŶŐ ƐŽ ǁŝůů ĂůƚĞƌ ƉƌŽŐƌĂŵŵĞĚ ĞƋƵĂƚŝŽŶƐ͘

03 04

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physical models

creed broom | academic portfolio | spring 2024