POLLINATOR PAVILION
Hanna Hissa ARCH 509 Keith Van de Riet Fall 2022
MEET THE UNIVERSITY OF KANSAS DESIGNBUILD FALL 2022 CREW:
PROFESSOR AND PROJECT MANAGER: Keith Van de Riet
TEACHING ASSISTANT: Suzan Hampton
ARCH 509 STUDENT TEAM:
Ashlyn Caldwell Cameron Ernst Cole Erlemeier
David Tauser
Emily Flachs
Emme Schatz Hanna Hissa Katie Drummond
Landon Dinkel Sophey Shutt Tiyani Han Yuchuan Shi
PROJECT LOCATION AND CLIENT: Kansas Children’s Discovery Center 4400 SW 10th Ave, Topeka, KS
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4 | RESEARCH 12 | COLLABORATIVE DESIGN 22 | FABRICATION TOURS 28 | SCHEMATIC INTEGRATION 36 | TECHNICAL ADJUSTMENTS 40 | PLANNING CONSTRUCTION 44 | ON-SITE PREPARATION 50 | FABRICATION 54 | FINALIZATION 62 | OPENING
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CONTENT
RESEARCH
Phase 1 | Exploring Options
PRAIRIE EXPLORATION
Janine Antoni | Studio 509 | Spencer Museum
Early in the semester, my studio worked with renowned sculptural artist Janine Antoni to help her lay out a grid in a local prairieground for her largest installation yet. As a team, we were immersed in the landscape and directly confronted by the very envrionment we were studying.
Janine sought to walk a labyrinth into the prairie in the shape of an ear. In doing so, she strived to create a reflective journey that compelled those walking to reflect on their connectedness with their own bodies. The ear was chosen for its meandering, maze-like construction.
After laying out the grid, we came back to walk the path she had marked off and help compress the walkway into the landscape. This experience allowed us to derive direct inspiration from the prairie and local wildlife to incorporate into our designs.
The unique element of this design is that it is only as permanent as people want it to be. The fewer people that interact with this walkway, the more likely it is to become overgrown and vanish. Not only is it an exercise in connectedness, but also in permanence.
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Studio 509 students walking the ear-shaped path into the landscape.
NATURE PRECEDENTS
The two sources I originally chose to explore for design inspiration were prairie fires and bluestem prairie grass and how it behaves in its environment.
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Prairie fires can be split into three zonesburnt, actively burning, and untouched landscape.
The flow of the prairie in the wind
The variation in size of the bluestem stalks
The diffusing of light through the bluestem stalks
The sound of the bluestem in the wind
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ARCHITECTURAL PRECEDENTS
Additionally, I looked at existing architecture and sculptural pieces that could offer a new glimpse into form and materiality.
Precedent 1: Public Farm 1 designed by WORK Architecture Company for MoMA PS1’s Young Architects Program in New York
Major takeaways: Joinery of cylindrical shapes, each group having a unique purpose, overall silhouette, community engagement
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Precedent 2: Dewitt Godfrey’s sculptures in Venice, Italy and Western New York Albright Knox Art Gallery, Buffalo New York
Major takeaways: Sculptural element, joinery of cylindrical steel shapes in compelling manners, organizing them to fit the context of the envionment
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Dewitt Godfrey in:
Venice, Italy
Western New York Albright Knox Art Gallery, Buffalo, New York Frederik Meijer Gardens and Sculpture Park
Section View of Tubes
-Different height tubes
different color Central patterned roof plan
Closed Traffic Light Open Air
These diagrams show the idea of using steel pipe to generate a cast of color. They also use the original study of the prairie’s flow and burn patterns.
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versatile varies
-Roof shape subject to change -Pattern & shape of tubing is versatile -Connection to ground column style varies
The most programmable area comes from the several patterns of lenses that could be generated by the tubes above.
Secondary
-PS1 tube inspiration
-Central light pattern
-Focuses more on wind pattern and “natural flow”
Colored shadows cast on the ground
-Different height tubes hiding different color lenses Central patterned roof plan
Section
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Preliminary sketch ideas
Closed Traffic light Open Closed Traffic light Open
Roof Plan
COLLABORATIVE DESIGN
Phase 2 | Merging Ideas
BUTTERFLY PAVILION | GROUP 1 OF 3
Emily Flachs | Tiyani Han | Sophey Shutt | Hanna Hissa
After grouping everyone’s individual models by thematic similarities with others, we broke into three groups to work on merging our themes into one new design.
By deconstructing one prairie creature, the monarch, we derived a new roof shape that combined several themes from our individual projects.
As a result, there were several other variations in interpretation such as spider webs and bird wings hidden in our design.
We also took into consideration the existing museum and pulled inspiration from the architecture.
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Variation in Interpretation Interpretation Variation in Interpretation Interpretation Interpretations
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Merging our individual ideas into one form
The center peice of the iterations that featured it was to be made of the existing traffic lights we had on hand in order to cast a light pattern on the ground.
The different roof shapes lended themselves to different connections to the ground in order to cast the shadow in the right location.
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I generated an AutoCAD file to assist with physical model building and to test possible placements for the upper beams and their relationship to the traffic lights we had opted to include. I also generated a version without them as a possibility for the museum director to consider.
These files helped my team develop their graphics as well as proportionize the structure correctly.
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CAD DRAFTING
beams 1' extended beyond with circles
beams 1' extended outside of frame
circles without circles
beams 1' extended beyond
beams 1' extended beyond with circles
beams 1' extended beyond without circles
beams 1' extended beyond
outside of frame
sheet metal with circles
2" beams 1' extended beyond frame 6" beams 1' extended beyond
beams 1' extended beyond with circles beams 1' extended beyond without circles
beams 1' extended beyond with circles
sheet metal without circles
beams 1' extended outside of frame sheet metal with circles sheet metal without circles
beams 1' extended outside of frame sheet metal with circles
beams 1' extended outside of frame sheet metal with circles sheet metal without circles
beams 1' extended beyond
beams 1' extended beyond with circles
beams 1' extended beyond without circles
beams 1' extended
2" beams 1' extended beyond beams 1' extended beyond
beams 1' extended beyond without circles
2" beams 1' extended beyond frame 6" beams 1' extended beyond frame
beams 1' extended beyond without circles
beams 1' extended beyond with circles
beams 1' extended beyond with circles
sheet metal without circles
beams 1' extended beyond with circles beams 1' extended beyond without circles
beams 1' extended beyond without circles
beams 1' extended beyond
beams 1' extended beyond
2" beams 1' extended
2" beams 1' extended beyond frame 6" beams 1' extended beyond frame
beams 1' extended beyond
2" beams 1' extended beyond
2" beams 1' extended beyond
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Course: Scale: File: Student: Date: Inst: ROOF UPDATE ARC 509 1/4" = 1'-0" PAVILION DIM. 09/11/2022 VAN DER HANNA HISSA
Project Name:
Course: Scale: File: Student: Date: Inst: ROOF UPDATE
1/4" = 1'-0" PAVILION DIM. 09/11/2022 VAN DER REIT HANNA HISSA Project Name:
ARC 509
GRAPHIC EXPLANATION
Once we agreed on a form, we worked on representing our derivation graphically to explain where it came from and how it would interact with the existing architecture.
Graphic by Sophey Shutt.
Nature
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Butterfly
The Monarch and climate present in Pattern sketch overlay Flight sketch overlay
Comparison Outline Cell Wing Veins Inner Margin
1.Roof Plane
2.Create “butterfly roof”
1. Roof Plane 2. Create “butterfly roof” 3. Rotate ends upward - represents the shape of the butterfly wings in flight and reflects the museum’s structure
3.Rotate ends upward - represents the shape of butterfly wings in flight and reflect the museum’s structure
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4.Comparison to butterfly in flight - represents flight pattern 15°
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Perspective
view from street
Derive the vaults from the flight path of the butterfly
Color
Pitched
museum’s own statement-piece pitch. Graphic by Tiyani Han. Discovery Center Precedent
Roof Pitch
Columns Color Roof pitch Angled columns
MATERIAL EXPLORATION & PLACEMENT STUDY
My next task was figuring out what our mesh would be made of by taking cost, shading, and availability into account. In addition, I ran solar studies to solidify the pavilion’s location on site.
Perforated Sheet Metal
Perforated Sheet Metal
Expanded Sheet Metal
Expanded Sheet Metal
● $374.40/sheet (8’x4’)
Perforated Metal:
● $374.40/sheet (8’x4’)
○ 20 GA (.036) 1/4 holes
○ 20 GA (.036) 1/4 holes
● Cleaner look
● Cleaner look
- More expensive
● No need to layer
● No need to layer
- Multiple perforation sizes available
- Cleaner look
Metal Options
Metal Options
- No need to layer
Alternate Detailing
Alternate Detailing
Colored Light Options
Alternate Detailing
● $150.49/sheet (8’x4’)
Expanded Sheet Metal:
○ 1/2" x #13 Flattened
● $150.49/sheet (8’x4’) ○ 1/2" x #13 Flattened
● Recycled material
- Less expensive
● Recycled material
- Multiple spacings available
● Layer to create optimal shade
● Layer to create optimal shade
- Can be recycled material
- Needs layering for optimal shade
A large goal for my group was to incorporate the glass traffic lights we already had on hand. This study was to test different patterns with the color options we had on hand.
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All Yellow Yellow and Red Yellow, Red, and Green
No lenses
Inner Margin
Plan view graphic by Sophey Shutt
Site/ Roof Plan & Butterfly Comparison
9 A.M. 12 P.M. 3 P.M.
Shadow studies across the main business hours of the museum. Graphics depict summer solstice sun.
Shadow Study
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FABRICATION TOURS
Phase 3 | Understanding Materials and Fabrication
COMPANIES
INVOLVED
MCM Concrete KBS Construction
DImensional Innovations Foley Equipment Rentals
Zahner Sheet Metal AZZ Galvanizing A1 Paint, Powder, and Sandblasting HME Inc.
Each company played a part in furthering our understanding of how to design our structure for ease of manufacturing. Some showed us how outlandish ideas could turn into reality with the help of the technology they used in every-day fabrication.
MCM Concrete tought us about how concrete is made, prepared, and transported to the site.
Dimensional Innovations gave us a tour of their office and warehouse to show how their teams achieve largescale and outlandish projects in-house.
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Foley Equipment Rentals
let us take some of their equipment for a spin. We had the opportunity to drive around their yard and get comfortable with these machines we would end up using for our own project.
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KBS Construction donated a professional welder and demonstrated on one of their sites how to prepare a site for construction.
Zahner Metal Fabrication gave us a tour of their makerspace and showed us how they are constantly creating new material methods as well as how they create such unique metalwork for their clients all over the world.
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AZZ Galvanizing gave us a tour of their facility and their process for dipping steel. We got to see pieces of our structure dipped into the zinc vat.
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GRASPING THE PROCESS
In the end, several of these companies contributed to our project whether it be as a supplier or as a donor. By offering us a glance at their workflow, we were able to accomodate their needs to deliver their product properly and avoid any potential problems down the line.
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A1 Paint, Powder, and Sandblasting showed us their assembly line for powdercoating a myriad of metal pieces being used for all sorts of projects. Depicted on the left are our roof tiles freshly coated.
HME Inc. showed us the large extent of their company and steel fabrication process. They demonstrated how they work with such large steel pieces to fufill large commercial orders.
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SCHEMATIC INTEGRATION
Phase 4 | Moving Forward with One Idea
STRUCTURAL CONNECTIONS
Ashlyn Caldwell | Emily Flachs | Hanna Hissa
After narrowing the choice down to another team’s schematic model, it was then and my new team’s job to explore and model potential structural connections to stabilize and hold it up in a pleasing manner.
connections project idea throughout design
AREAS OF FOCUS
Beam to rafter connection - Blue
Beam to column connection - Yellow
Rafter to column connection - Orange
Column to foundation connection - Green
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Wing Group’s model that moved forward
These connections were the most variable. The curve was the initial idea, but fabrication was an issue so we decided to explore more options like straight edges and cutouts. In the end HME offered to plasma cut our steel, which allowed us to use the curved, welded connection. Ashlyn also worked on another variation of this.
Four variations of this connection were presented for the group to deliberate. The most popular version was then mocked up out of wood in 1:1 scale.
BEAM TO COLUMN CONNECTION
The engineers at McClure Engineering played a major hand in decided what this connection would look like due to the shear and wind forces in the weak axis. The final solution was a welded plate, which was not our
The right connection is a bracket and the left is a welded connection.
BEAM TO RAFTER CONNECTION
RAFTER TO COLUMN CONNECTION
To continue the similarity of our bracket idea, I came up with a number of connections that would mirror the beam to column connection in a saddle-like manner.
In the end, a welded knife plate that mimicked our curved knife plates was selected out of aesthetic and
COLUMN TO FOUNDATION CONNECTION
The connection to the base plate originally introduced a steel plate in between the columns in hopes of gaining enough strength to reduce column size or thickness.
In the end, it did not do much for the structure, so the final solution did not include a steel plate.
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Column connection brackets between girders? support will column to one girder
Column connection brackets webbing in between girders? much support will column to one girder
USING GRASSHOPPER FOR DETAILS
I used grasshopper as a tool for figuring out the spacing between the two wings, angles of each rafter, and cantiliever off the back side of the beam for each of the wings.
This script allowed me to manipulate each rafter individually while also changing the entire profile of the wing by dragging one of three profile edge points. I could then move forward with the structural details after having a tool that allowed us to come to a group consensus or change one detail rather quick.
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TECHNICAL ADJUSTMENTS
Phase 5 | Working with the Engineers
COMMUNICATING WITH PROFESSIONALS
I worked with Isaac Cundiff and Celeste Spickert from McClure Engineering to spec out the details of the digital model I was composing for the group to reference.
I started by providing maximum and minimum measurements of our initial design, and handed it off to them to run it through their structural calculations.
From there, any specific questions I had about our connections went through Isaac. He helped us specify which of the connection options we presented would work the best and what size they would need to be in order to stand.
By the end we had designed entirely new foundations and adjusted all the connections accordingly.
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UPDATING THE DIGITAL MODEL
Over multiple conversations with Isaac, I implimented his advice into the digital model and continued to alter other details to fit these adjustments I had to make.
Because the digital model was important to other groups, I had to stay on top of the updates to hand off to them. Communication was a large part of this job.
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An earlier, less resolved model
Details from the final digital model
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PLANNING CONSTRUCTION
Phase 6 | Preparing for the Building Process
SCHEDULING AND BUDGETING
Emily Flachs | Hanna Hissa for the Schedule Yuchuan Shi | Hanna Hissa for the Budget
Emily Flachs and I worked together to plan out a schedule for the studio to use. Of course, there were several delays that made this file nearly obsolete, but it was also made with the intention of demonstrating what needed to happen in what order.
The budget was started by Yuchuan, but when I started getting special notes from the engineer I jumped in and started adding things like hardware, metal type detailing, and designating which components were donations versus part of our expenses. I also made some phone calls to Midway Wholesale about items like sonotube specs and availability that I reflected in the notes of this sheet.
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39 Week 1 Week 2 Week 3 Week 4 Week 5 Week 6 Week 7 Week 8 (fall break)Week 9 Week 10 Week 11 Week 12 Week 13 Week 14 (thxgiving)Week 15 Week 16 Week 17 Research Schematic Design deadline to start or stop Design Development CD's Mock ups alotted extra time for urgent things Permit Meet with engineer Apply engineer suggestions mon 2pm, weds 9 AM multi-week designing time finalize drawings Order steel Site prep internal work time Site layout Call DigSafe Rent equipment forklift (columns and beams MINIMUM passive but important dates foundation deliveries (gravel, sand, materials) prep rebar cages bend rebar and wire into shape need permit Pour footings need permit presentations and press Foundation cure time Site inspection Bench stone orderedprobably donated; need to get to site Prep steel start Get small supplies prototype testingcolor patterning, way tiles are overlapping create jigs for consistent angle bending/cutting tiles, triangle plates, brackets columnscut to size and capped?drill vent holes cap steel tubes rafter taper/cap taper cut rafters and cap team 1 triangle plates are these being pre cut for us??need to smooth edges team 2 bracket plates are these being pre cut for us??need to smooth edges team 3 column to beam cxn prep steel plate and drill holes for bolts cut mesh tiles team 4 bend mesh tiles team 4 build frame to hold assembly up tack weld together preassemble structure for galv. Powder coat steel recieve Professional weld together cut vent holes galv. delivery steel to be prepped galv. tour mon Steel galvanized mon Assembly inspection transport steel to site Install steel Install roof mesh Internal presentation 6 options group updatesgroup updates 3 options 1 option opening press event/opening prof. photography return equipment tours Conc. tour Oct 12 oct 17 equipment Zahner tour oct 28 P.M.21st galvanizing tour oct 12 meet A.M. Dig Footings Stakeholder presentation Punchlist and clean site ARCH 509 STUDIO Division # Description Units Est. Qty Est. Cost/Unit Shipping & Tax Total Purchased? Final Price Vendor General Notes Site Construction Gravel for site Ton 1 $254.50 $255 NO delivery to site 4 tons were ordered, totaling $255 $0 NO Ready Mix Concrete Cubic Yards 7.75 $110.30 $854.83 NO Kansas Sand 4000 psi normal weight; Scott Toman gave us discount on concrete 1/2" non-shrink grout 0.45 cubic feet/bag 2 $10.00 $20.00 Midway Wholesale Rebar Carbon 1/2 (#4) GR60 20' length 0 $8.50 $0.00NO Home Depot/ HME (donation?)122 total feet, if hear back from HME in time, rebar will be donated. If not, will be purchased. Rebar Carbon 1/2 (#4) GR60 HOOP CAGE 2' diameter 20 $6.68 $133.60NO Rebar Carbon 3/4 (#6) GR60 20' length 32 $23.51 $752.32NO Home Depot/HME (donation?) 1/2 in x 2 ft, 512.33 total feet Grip-Rite 3-in x 4.5-in x 4.5-in Polypropylene Rebar Chairs Each 46 $0.50 $23.00NO Grip-Rite 100-Pack Steel Rebar Ties 100-pack 0 $6.00 $0.00NO Form Release (5 gal bucket) Bucket 0 $0.00NO Still need them? Plymouth Foam 1/2" x 4" x 50' Foam Expansion Joint 50' roll 0 $29.97 $0.00NO 30-in Sonotube 12' tube 1 $210.80 $210.80NO Midway Wholesale? pick up only STRUCTURAL STEEL HSS 2 x 4 x 1/4" wall Rectangle Steel Tube, ASTM A500, Grade C 20' stick 8 $236.00 $1,888.00 NO HME Donation HSS 8 x 4 x 3/8" wall Rectangle Steel Tube, ASTM A500, Grade C 20' stick 2 $127.00 $254.00NO Donation HSS 2 x 4 x 3/16" wall Rectangle Steel Tube, ASTM A500, Grade C 0 $198.00 $0.00NO HSS 6 x 0.500 column, ASTM A500, Grade C 20' tube 2 $591.00 $1,182.00NO HME Donation HSS 6 x 0.280 column, ASTM A500, Grade C 20' tube 2 $532.35 $1,064.70NO HME Donation 5 x 10 x 1/2" steel plate 0 $1,446.00 $0.00NO 5 x 10 x 3/4" steel plate 0 $2,755.00 $0.00NO 4 x 8 x 7/8" steel plate, ASTM A572-50 4'x8' sheet 3 $2,881.92 $8,645.76NO HME Donation 4 x 8 x 5/8" steel plate, ASTM A572-50 4'x8' sheet 0.5 $1,764.48 $882.24NO HME Donation 5 x 10 / 3/8" steel plate 0 NO ROOF TILES Missing sheet metal purchased 10 more sheets - cancelled order, not needed after all 4'x8' sheet 0 $61.76 $0.00 Expanded sheet metal 16 gauge 4'x8' sheet 30 $124.54 $3,736.20NO HME Possible HME donation HARDWARE FASTENERS 3/4" x 7" Bolts galvanized, ASTM F3125 Each 56 $12.67 $709.64 NO Fastenal https://www.fastenal.com/product/details/19737 3/4" galvanized washer, ASTM F436 Each 120 $0.55 $66.56NO Fastenal https://www.fastenal.com/product?query=0156028&fsi=1 3/4"-10 Grade A Hot Dip Galvanized Heavy Hex Nut, ASTM A563 Each 60 $1.62 $97.27NO Fastenal https://www.fastenal.com/product?query=36716&fsi=1 1" x 24" Galvanized Steel Bent Anchor Bolt with ASTM A563 Grade A Nut and USS Flat Washer Each 24 $30.19 $724.67NO Fastenal https://www.fastenal.com/product?query=50763&fsi=1 12-24 x 2" Hex Unslotted Hex Washer Head Climaseal® #5 Steel Heavy Duty TEKS® Self-Drilling ScrewBox of 100 2 $67.51 $135.02NO Fastenal https://www.fastenal.com/product/details/1132116 3/4" x 4" Bolts galvanized, ASTM F3125 Each 4 $6.67 $26.68NO Fastenal https://www.fastenal.com/product?query=19698&fsi=1 1"-8 Grade A Hot Dip Galvanized Heavy Hex Nut, ASTM A563 Each 24 $2.38 $57.07NO Fastenal https://www.fastenal.com/product?query=36720&fsi=1 #12 x 0.562" OD Low Carbon Zinc Finish Steel SAE General Purpose Flat Washer Box of 100 2 $2.57 $5.14NO Fastenal https://www.fastenal.com/product?query=1133076&fsi=1 Woods and composites $0.00 NO $0.00NO $0.00 NO Finishes Powder Coating Order 1 1427.4 $1,427.40 NO A1 Paint Powder & Sandblasting Galvanizing Pound 5000 $0.50 $2,500.00 NO AZZ Galvanizing Donation Special Structures stone bench Donated stones, delivery cost 1 $450.00 $450 NO sunflower paving donation through KBS? 41 00 00 Material Processing and Handling Equip. Metal Fabrication (by Seibel Fabrication) Order 0 $1,500.00 $0.00 NO Professional Welding hourly 36 $80.00 $2,880.00 NO HME Mini Excavator and bucket, delivered Daily rental 1 $501.58 $501.58 NO Foley Rental Telehandler, delivered Daily rental 1 $750.00 $750.00 NO Foley Rental Transportation (student travel to Topeka) trip 30 $44.80 $1,344 NO .56 cents/mile, can calc for just gas Tiles $0.00 NO Contingency [12%]: $3,789 $17,497.82 How much we have spent $0.00$31,577 $2,502.19 How much we have left TOTAL: $35,366.21 Key: Donation DONATION TOTAL: $6,807.40 Un-finalized numbers STANDING TOTAL: $28,558.81 Steel total estimate $17,652.90 Offer from HME 9,164.52 Savings from estimate $8,488.38 Remaining Project Cost $20,070.43 00 20 00 Project Name: Pollinator Pavilion Date: 2022.10.21 Building Systems 00 10 00 General Requirements Cost Estimate 00 60 00 Concrete Foundations 00 50 00 00 40 00 00 60 00 Metals 13 00 00 00 30 00
Since HME offered to plasma cut our steel plate pieces, I had to generate an AutoCAD file that included the profiles of every piece we needed cut.
I also organized the pieces onto sheets that would maximize the material usage of the steel plate for HME.
7/8" THICK STEEL PLATE7/8" THICK STEEL PLATE 5/8" THICK STEEL PLATE
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8'-0" 4'-0"
CREATING A PLASMA CUT TEMPLATE
7/8 PLATE TYP.
W1
WEST ANGLE COLUMN CAP 5/8 PLATE
WEST WING KNIFE PLATES W2
EAST ANGLE COLUMN CAP 5/8 PLATE
7/8 PLATE TYP.
W1
WEST WING KNIFE PLATES W2
7/8 PLATE TYP.
E1
EAST ANGLE COLUMN CAP 5/8 PLATE
W3
E2
7/8 PLATE TYP.
E1
W4
W3
E3
E2
W5
W4
E4
E3
W6
W5
E5
E4
W7
W6
W7
EAST WING KNIFE PLATES W8
7/8 PLATE
13 16 ANGLE BRACINGS x4
3" 1 3"
7" 3 4
4" 4" 11 2 1916
1 2
6" 3" 112 3"
WEST ANGLE COLUMN CAP 5/8 PLATE 1 4" 7
1 2
E6
E5
ANGLE CUT KNIFE PLATES
E6
EAST WING KNIFE PLATES W8
7/8 PLATE
ANGLE CUT KNIFE PLATES
7/8 PLATE
BEAM PLATES x28
7/8 PLATE
16 ANGLE BRACINGS x4
1
7/8 PLATE
BEAM PLATES x28
WELDED CONNECTION 5/8" PLATE x5 1'-0" 7"
7/8 PLATE
FOUNDATION PLATE x3 1 3 16 TYP. 3"TYP.
7/8 PLATE
WELDED CONNECTION 5/8" PLATE x5 1'-0"
FOUNDATION PLATE x3 3"TYP. 2'-6"
7/8 PLATE
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ON-SITE PREPERATION
Phase 7 | Digging Foundations
READYING FOR DIGGING
We started to prepare the site by giving ourselves reference points in the form of batter boards with level strings that would go through the center points of each pier footing.
We also gated off the site to avoid putting any small children in harm’s way.
Securing the perimeter
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Setting up batter boards, marking off foundation locations, and digging a perimeter marker for the excavator.
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Using a small excavator, we began to dig our footings. They had to be about five and a half feet down and required us to muck out the walls and edges to make clearance for the rebar cages being fabricated at the warehouse.
I also dug up twenty dollars.
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BREAKING GROUND
After clearing the footing holes, the rebar was brought to the site and we lowered the cages into their respective locations. We then leveled the piers and finalized their positions with the strings and centerpoints.
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SETTING REBAR
The first pour of concrete were the slabs of the foundations. These locked the piers in place and prepared the site for sonotubes. Since these had to cure, much of the work after this was done in the warehouse again.
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POURING CONCRETE
We cut, collared, stabilized, and prepared the sonotubes over the rebar for the second concrete pour. We also tested the column templates over the sonotube openings to be sure our placement at the warehouse was correct.
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SETTING SONOTUBES
FABRICATION
Phase 7 | Working with Steel
RAFTER CONSTRUCTION
Since most of the site work was done, I moved back to the warehouse and primarily focused on the fabrication of the rafters. I drilled holes in the top, marked off the knife plate locations, ground the edges, helped assemble them on the beams, and put caps on the ends.
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Little wing assembled on beam and knife plates welded in place.
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Due to metal shipments and material delays, there was one night where a team of us had to go into the warehouse to finish up the rest of the roof tiles to be sent to AZZ Galvanizing the next morning. I helped in this process by marking and bending the tiles.
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TILE ASSEMBLY LINE
At the same time, our main column assemblies were being welded together. I had a hand in grinding the edges and caps once they were in place as well as finalizing the base plate locations.
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COLUMN ASSEMBLIES
FINALIZATION
Phase 8 | Applying Finishes and Installing on Site
GALVANIZING & POWDER COATING
Once all our metal was ready, it went to AZZ Galvanizing where we watched some pieces get dipped in their acid baths and zinc baths. We also toured A1 Paint, Powder, and Sandblasting, and another team picked the colored tiles up once they were done.
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A small group of us prepared the site while the steel was on its way by spreading out mulch and creating level landings for the boulders that lead into the prairie. Once it arrived we sorted the rafters and started hanging the column assemblies.
The next challenge was the roof tiles. AZZ Galvanizing had left us to do a final quality control since they expedited their process, meaning we had to figure out how to clean up these tiles. Landon and I went to a car wash to try pressure washing them while some of us tried steel brushes, both electric and hand powered. In the end, a group that I was not a part of had to clean them by hand as it gave us the best result.
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PREPARING FOR INSTALL
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With both column assemblies up, we began lowering the rafters into place. I helped move them and bolt them to the beam.
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HANGING
RAFTERS
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We applied grout underneath the steel base plates while another group worked on the final layout for the roof tile pattern. We got approval from the director of the museum and started putting them up.
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FINISHING TOUCHES
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OPENING
Phase 9 | Making it Available to the Public
CEREMONY
On December 15, 2022 at 12:00 P.M. we completed the build and invited friends, family, partners, and museum workers out to see the final product.
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