Robert Hollis - Architecture Portfolio

HSS BEAM

STIFFENERS

SHEAR CONNECTION

OPTION 1 - HSS BEAM

COLUMN BEAM

STIFFENERS

2017 - 2019

ROBERT HOLLIS COLUMN

SHEAR CONNECTION

OPTION 2 - ENCASED I-BEAM

NEWSCHOOL OF ARCHITECTURE & DESIGN

TELEPHONE | 916.541.0238

EMAIL | RHOLLIS193@YAHOO.COM

CONTENTS

1

 

MILIEU HOME

NewSchool of Architecture & Design

2019

2

CHIDORI TOWER

NewSchool of Architecture & Design

2018

3

ANZABORREGO



MEDITATION RESORT



NewSchool of Architecture & Design

2017

4

KLETTERWALD RENDERINGS

CRKW Studio, Sacramento CA

2018

5

SOIL BORN FARMS

INTERPERATIE CENTER

Cosumnes River College

2017

6

GALLERY OF THE BUILT ENVIRONMENT

Cosumnes River College

2017

  

               



      

1

2019  

MILIEU HOME NewSchool of Architecture & Design

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  

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 

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 



 

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 

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 

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   

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   

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 

BED RM 1 SPARE BED 1 SPARE BED 2 BATH 2 PATIO

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    

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I J K L M

            

OFFICE BATH 1 LIVING RM DINING RM KITCHEN PANTRY UTILITY RM GARAGE

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A B C D E F G H



LEGEND - LV 1



        







 

























 

 











LEGEND - LV 2

ROOF BALCONY MASTER BATH MASTER BED BED RM 2 BED RM 3 BED RM 4 BATH 3 STUDIO



 





 



  



       

 



 

  

 



 



  





 



 

N O P Q R S T U

        

  

 



 

 



 

 

 

P

H

G

D

  

 

O

E

F

 

N

C

A

                                          

 

     

 

 

Q

I





 

 

  

 

S

J

 

         

T

                          

K

U

 

       

 

2

CHIDORI TOWER NewSchool of Architecture & Design

2018

SCOPE OF WORK The scope of work includes designing an 80 foot tall gondola tower in the city of San Diego. The tower will serve as a means of transportation, and a place of leisure for the community. The program includes two gondola bays, loading platforms, a ticket booth, cafe, restrooms, and an observation deck. The tower is divided into two sections; the north tower and the south tower. The south tower holds the cafe, ticket booth, security office, and gondola bays. The north tower consists of circulation, restrooms, and three viewing platforms. The structure is positioned so that occupants have a clear view to the ocean and city. INSPIRATION After seeing the work of Kengo Kuma and Associates, an architecture practice in Tokyo Japan, I came up with this unique framing method. ‘Nest we Grow’ and ‘Chidori Furniture’ are the two projects that had the most infulence on the design. Both projects achieve a simple, yet modern aesthetic by implementing a grid-like pattern with flush edges. THE STRUCTURE Heavy timber or ‘multi layered laminated Japanese larch’ is replaced with steel members. HSS steel tubes are primariliy used in the exposed gurders and columns while I-beams make up the beams and floor joists. Cast in place concrete slab flooring is set flush with the gurders, exposing structural mechanics that are ususally hidden to viewers. A network of moment frames appropriately spaced apart, replace the need for traditional cross bracing



 

                    

        

 

         

  

     

 

         

 

       

 

     



          

 



SHEAR CONNECTION

STIFFENERS

OPTION 1 - HSS BEAM COLUMN BEAM

SHEAR CONNECTION

STIFFENERS



OPTION 2 - ENCASED I-BEAM

      

  

  



   



         

   

 



       

    

              



  

   



SITE PLAN

 

      

HSS BEAM

SCOPE OF PROJECT



         

COLUMN



                 



  







SCOPE OF PROJECT







 



 

 

 



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 



         

      

   



  

LEVEL 1

COLUMN HSS BEAM

STIFFENERS

SHEAR CONNECTION

OPTION 1 - HSS BEAM COLUMN BEAM

COLUMN STIFFENERS

HSS BEAM SHEAR CONNECTION

OPTION 2 - ENCASED I-BEAM

STIFFENERS

SHEAR CONNECTION

OPTION 1 - HSS BEAM COLUMN BEAM

COLUMN HSS BEAM

STIFFENERS

SHEAR CONNECTION

OPTION 2 - ENCASED I-BEAM

STIFFENERS

SHEAR CONNECTION

OPTION 1 - HSS BEAM COLUMN BEAM

STIFFENERS

SHEAR CONNECTION

OPTION 2 - ENCASED I-BEAM COLUMN HSS BEAM

STIFFENERS

SHEAR CONNECTION

OPTION 1 - HSS BEAM COLUMN BEAM

COLUMN HSS BEAM

STIFFENERS

SHEAR CONNECTION

OPTION 2 - ENCASED I-BEAM

STIFFENERS

SHEAR CONNECTION

OPTION 1 - HSS BEAM COLUMN BEAM

COLUMN HSS BEAM

STIFFENERS

SHEAR CONNECTION

OPTION 2 - ENCASED I-BEAM

STIFFENERS

SHEAR CONNECTION

OPTION 1 - HSS BEAM COLUMN BEAM

STIFFENERS

OPTION 2 - ENCASED I-BEAM

SECTION 1

SHEAR CONNECTION

LEVEL 1

LEVEL 2

LEVEL 3

3

2017 SECTION - C

MEDITATION RESORT SECTION - B

NewSchool of Architecture & Design

SECTION - A

4

KLETTERWALD RENDERINGS CRKW Studio

2018

5

INTERPERETIVE CENTER Cosumnes River College

2017

6 GALLERY OF THE BUILT ENVIRONEMNT Cosumnes River College

2017