Wilde 509 design build

WILDE 509

UNIVERSITY OF KANSAS DESIGN / BUILD STUDIO 2015

TABLE OF CONTENTS 1. PROJECT BRIEF 2. SCHEMATIC DESIGN 3. DESIGN DEVELOPMENT 4. CONSTRUCTION DOCUMENTS 5. PREFABRICATION 5. ASSEMBLY INSTRUCTIONS

WILLIAM MCCANN UNIVERSITY OF KANSAS B.S. ARCHITECTURAL ENGINEERING 2017

PROJECT BRIEF STUDIO WILDE 509 WORKED IN CONJUNCTION WITH THE CITY OF LAWRENCE TO DEVELOP A NEW DESIGN STANDARD FOR THEIR STANDALONE BATHROOMS. THIS PROJECT WILL HAVE ABROAD IMPACT ACROSS THE CITY AND THE SUCCESS OF OUR PROJECT WOULD MEAN THAT MANY MORE BATHROOMS USING OUR DESIGN WOULD CONTINUE TO BE BUILT IN SPORT COMPLEXES AND PARKS THROUGHOUT THE CITY. OUR PROJECT IS LOCATED AT THE YOUTH SPORTS COMPLEX AT 4911 W

SOME OF THE DESIGN CONSIDERATIONS INCLUDED: 1. MAINTENANCE AND LONGEVITY OF THE BUILDINGS AND MATERIALS 2. TAMPER-PROOF AND SECURITY TO PREVENT

VANDALISM 3. CONSTRUCTABILITY IN TERMS OF FUTURE CITY DEVELOPMENT 4. A BOTH POETIC AND UTILITARIAN DESIGN THAT BECOMES PART OF THE SURROUNDING KANSAS LANDSCAPE 5. HOW TO DESIGN FOR NATURAL LIGHT AND VENTILATION

SCHEMATIC DESIGN

DURING THE SCHEMATIC PHASE WE EXPLORED VARIOUS BUILDING METHODS AND RESPONDED TO THE CRITERIA IDENTIFIED BY OUR CLIENT, THE CITY OF LAWRENCE. OUR INITIAL SCOPE OF WORK WAS TO COMPLETE THE DESIGN AND CONSTRUCTION OF A STAND-ALONE BATHROOM WITH ONE

DESIGN DEVELOPMENT  







    

 

  

  

  

 

 

       

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

    

 

   

DURING THE DESIGN PHASE OUR SCOPE OF WORK WAS ALTERED DUE TO CITY BUDGET CONSTRAINTS AND THE CLIENT’S NEED TO RELOCATE THE PROJECT TO A LESS CONGESTED LOCATION ON SITE. OUR NEW CONCEPT WAS A PREFABRICATED BATHROOM THAT CONSISTED OF THREE MAIN COMPONENTS: THE UTILITY CORE, THE WALL AND THE ROOF ASSEMBLIES. THE UTILITY CORE WAS A MODULAR CONCEPT THE COULD BE EXPANDED TO INCLUDE MORE UTILITY CLOSETS AND URINALS FOR SITES THAT HAVE HIGH POPULATION DENSITIES. THE ROOF AND WALL ASSEMBLIES WERE

   



  

      

  

  

   

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 

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   

Note: Vent Pipe Hides Behind Truss System

WC

WC SOV 4"ø

4"ø

1' - 6"

CO

0' - 10"

1

Domestic Water 3/8" = 1'-0"

SOV 1/2

4"ø

2"ø

2"ø

8' - 6 11/16" SOV 1/2

4' - 2 7/8"

HB

1"ø

2"ø

6' - 9 11/32"

1"ø

AC

FD

SOV 2"ø SK

1/2"ø

2

Waste and Vent 3/8" = 1'-0"

SK

 

IN LATE OCTOBER, WE PRESENTED OUR NEW PREFABRICATED CONCEPT WITH A PROPOSED BUDGET OF $7500 FOR ONE UNISEX BATHROOM TO THE CITY WAS RECEIVED WELL AND THE PROJECT WAS GIVEN THE GREEN-LIGHT. A TIME LINE FOR COMPLETION WAS GENERATED WITH A PROPOSED END DATE IN THE SPRING OF 2016. TO MEET OUR EXPEDITE DEADLINE OUR CLASS SPLIT INTO SEVERAL TEAMS INCLUDING: WALL ASSEMBLY,

CONSTRUCTION DOCUMENTS





   

   

  

    

    





      

 





THE WALL ASSEMBLY WAS CONSTRUCTED OF 4X8 PLYWOOD WITH FOAM INSULATION. EACH SECTION WAS CONNECTED TOGETHER THEN SET ON THE UTILITY CORE. FOR VENTILATION HOLES WITH SCREENS WERE STRATEGICALLY PLACE TO TAKE ADVANTAGE OF THE HIGH WINDS IN KANSAS. THE STRUCTURE’S HEIGHT TAKES ADVANTAGE OF BUOYANCY EFFECT, INTRODUCING COOL AIR THROUGH THE VENT AND HOT AIR ESCAPING OUT OF THE CLEAR-STORY. A SOLAR ANALYSIS WAS SIMULATED TO POSITION THE BATHROOM TO TAKE ADVANTAGE O F THE NATURAL LIGHT. THE CONCRETE SINK WAS DEVELOPED THROUGH MANY ITERATIONS WITH

THE RAIN SCREEN CLADDING WAS FABRICATED USING RECLAIMED WOOD FROM THE CITY OF LAWRENCE. WALNUT AND WHITE OAK WERE SELECTED FOR THE SCREEN WHICH WAS ATTACHED TO THE WALLS BY FURRING STRIPS. THE STEEL TRUSS ASSEMBLY WOULD FEATURE DOUBLE WALLED POLYCARBONATE FOR THE CLEAR STORY. THE CHASE DOOR WAS MEANT TO BLEND INTO THE EXTERIOR

BY RUNNING THE SCREEN SEAMLESSLY OVER THE DOOR EXCEPT FOR THE LOCK HOLE.

PREFABRICATION

1 1

FOUNDATION AND KNEE WALL

2

NORTH ELEVATION 3/16" = 1'-0"

3

1A. TYPICALWILDE SPREAD FOOTING CONSTRUCTION TO SUPPORT509 STRUCTURE AND FLOOR SLAB

EAST ELEVATION 3/16" = 1'-0"

CLERESTORY ASSEMBLY

STRUCTURAL ENGINEER

LAWRENCE

1A

1B. 12” KNEEYOUTH WALLSPORTS AND COMPLEX PUBLIC RESTROOM 32” UTILITY 4911 WALL W BEAR 27th St ON SPREAD FOOTING Lawrence, KS 66047

ASSEMBLY INSTRUCTIONS FOR THE STUDIO 509 BATHROOM MODULE

WILDE 509

NOTES:

ELEVATIONS

3B TIE RODS FASTEN TO ALTERNATING STEEL PLATE ATTACHMENTS

LAWRENCE YOUTH SPORTS COMPLEX PUBLIC RESTROOM 4911 W 27th St Lawrence, KS 66047

A3 Approver

1B

3A HEX BOLTS AND WASHERS FASTEN POLYCARBONATE TO STEEL PLATE WELDED TO TRUSS FRAME

ELEVATIONS A3 Approver

3

1

SOUTH ELEVATION 3/16" = 1'-0"

23 4

NORTH ELEVATION 3/16" = 1'-0"

2

WEST ELEVATION

2B

EAST ELEVATION 3/16" = 1'-0"

4

SOUTH ELEVATION 3/16" = 1'-0" 3/16" = 1'-0"

2A

3A

PREFAB WALL PANELS WEST ELEVATION 3/16" = 1'-0"

3B

2A. PANELS ARE PREFABRICATED AND ASSEMBLED ON SITE

WILDE 509

2B. PANELS FASTEN TOGETHER BY LAWRENCE YOUTH SPORTS COMPLEX OVERLAPPING SHEATHING

2C

PUBLIC RESTROOM 4911 W 27th St Lawrence, KS 66047

2C. FRAME CONSISTS OF 2X4 TIMBER AND OSB ELEVATIONS SHEATHING 2D. 2”X4” LUMBER SITS ON PANELS IN ORDER TO PROPERLY SHED WATER FROM CLERESTORY

4

SOUTH ELEVATION 3/16" = 1'-0"

WEST ELEVATION 3/16" = 1'-0"

3

4.

Approver

4

2D

3

A3

CLERESTORY ASSEMBLY

4A TONGUE AND GROOVE CEILING RUNS PERPENDICULAR TO TRUSSES IN ORDER TO OVERHANG 12” ON ALL SIDES

3A. HEX BOLTS AND WASHERS FASTEN POLYCARBONATE TO SLEELE PLATE WELDED TO TRUSS FRAME

4B ALUMINUM FLASHING

4D

4C OSB SHEATHING 4D TIN ROOFING 4E CHASE DOOR

3B. TIE RODS FASTEN TO ALTERNATING STEELE PLATE ATTACHMENTS

3A

ROOF ASSEMBLY & CHASE DOOR

4C

4B

3B

4A

4E

3.

4

ROOF ASSEMBLY & CHASE DOOR 4A. TONGUE AND GROOVE CIELING RUNS PERPINDICULAR TO TRUSSES IN ORDER TO OVER-HANG 12” ON ALL SIDES

4D 4C 4B

2.

4B. ALLUMINUM FLASHING

4A

4C. OSB SHEATHING

4E

5

RAIN -SCREEN CLADDING

5C

4D. TIN ROOFING 4E. CHASE DOOR 5A RAINSCREEN FASTENED TO WALL PANELS USING 1”X2” TIMBER RUNNERS 5B RAINSCREEN PATTERN CONTINUED OVER DOORWAY TO FORM 3’-0” OVERHANG 5C SLATS ORIENTED THE SAME DIRECTION ON ALL FOUR SIDES 5A

5

RAIN -SCREEN CLADDING

5A

5A. RAINSCREEN FASTENED TO WALL PANELS USING 1”X2” TIMBER RUNNERS

5.

6.

1.

5B

5B

5B. RAINSCREEN PATTERN CONTINUED OVER DOORWAY TO FORM 3’-0” OVERHAND 5C. SLATS ORIENTED THE SAME DIRECTION ON ALL FOUR SIDES

5B