DESIGN PORTFOLIO 2010-2011 KREIG KENJI KIHARA
New Manoa College | College & Community Center Architecture 415 Concentration Arch Studio| Spring Semester 2010 Instructor | Ray Yeh Location | Manoa Length |3 Weeks
Self-Sustaining Community | Modern Ahupua’a Architecture 541 Arch Studio II| Fall Semester 2010 Instructor | Kazi Ashraf Location | Moli’i Fishpond Length |2 Weeks
Dhaka Housing Project | The People’s Embankment of Bangladesh Architecture 541 Arch Studio II| Fall Semester 2010 Instructor | Kazi Ashraf Team | Kreig Kihara & Maryam Abhari Location | Dhaka, Bangladesh Length |2 Months
Homeless Shelter | Kaaahi Homeless Assistance Center Homeless Shelter | Kaaahi Homeless Assistance Center/Lissitzky Process Architecture 542 Arch Studio III| Spring Semester 2011 Instructor | Christian Bergum Location | Kaka’ako, Hawaii Length | 2 Months
Olympic Park | Lifted Legacy Plan Architecture 543 Arch Studio IV| Summer Semester 2011 Instructor | Amy Anderson Location | Rio De Janeiro, Brazil Length | 2 Weeks
Crab Museum | Yangcheng Lake Wetland Park Architecture 544 Arch Studio V: Comprehensive | Fall Semester 2011 Instructor | Pu Miao Location | Kunshan, Jiangsu Province, China Length | Semester
New Manoa College | College & Community Center Architecture 415 Concentration Arch Studio| Spring Semester 2010 Instructor | Ray Yeh Location | Manoa Length |3 Weeks This project is designed as a memorial to the historic and natural springs of Mo’ili’ili. The New Manoa College and Community Center stands as both a public park and recreational area at the center of this community, while also serving as an extension of the UH Manoa campus. The premise of this project is based on the need for a specialized campus dedicated to academically gifted students and staff seeking for a more refined learning and housing atmosphere. The dormitory housing consists of single, double, and quad-type apartments within an iconic high rise that offers views both towards the valley and Waikiki Beach. Some of the more important factors taken into account for this design are security, accessibility, aesthetics, mobility, and practicality.
SITE
1ST FLOOR
2ND FLOOR
3RD FLOOR
4TH FLOOR
5TH FLOOR
DORMITORY LAYOUT
SINGLE
WATER SYSTEM
PV South Facing Roof Grey Water Gutter System Screening/Compost Tank Large Septic Tank Filtration Pumps Overflow Pipe
QUAD DOUBLE
6TH FLOOR
7TH FLOOR
8TH FLOOR
9TH FLOOR
ROOF
Self-Sustaining Community | Modern Ahupua’a
Architecture 541 Arch Studio II| Fall Semester 2010 Instructor | Kazi Ashraf Location | Moli’i Fishpond Length |2 Weeks The south end of Kualoa Regional Park is bordered by a 125-acre, rock-walled enclosure called Moli’i Fishpond, which was built by pre-contact Hawaiians to maintain a ready supply of seafood. This short project modified the ancient Hawaiian ahupua’a land division system and broke the site into three respective systems, each responsible for their own production of food, energy, and overall contribution to the community as a whole. This concept expanded from a central spine, acting as a linear hub and connection route, consisting of a monorail line, public walkways and gardens, an aqueduct, and vertical farms throughout.
HIGH SYSTEM 1 KONOHIKI 7 AGRICULTURAL 5 ENERGY CULTIVATION WIND POWER SUBSISTENCE FARMING
1
MID SYSTEM 1 KONOHIKI 10 AGRICULTURAL 5 ENERGY CULTIVATION WIND POWER BIODIESEL HARVESTING
2
4
LOW SYSTEM A
EH
M HA
1 ALI’I 1 KONOHIKI 10 FISHING 4 AGRICULTURAL 5 ENERGY CULTIVATION BIODIESEL HARVESTING ALGAE FARMING NATIVE FISH FARMS & RANCHING LOKO I’A KALO WATER SYSTEM
Y HW
ME
KA
5
3
N
0
300’
900’
1800’
6
COMMUNITY | 50 HOUSEHOLDS 1
HOUSING CLUSTER 1
2
HOUSING CLUSTER 2
3
HOUSING CLUSTER 3
4
RESERVOIR
5
COMMUNITY CENTER
6
SCHOOL
1
AQUEDUCT
2
MONORAIL
3
PUBLIC WALK/GARDEN
4
VERTICAL FARMS
SECTION THROUGH CENTRAL SPINE
2
3 4
1
0
8’
24’
48’
EAST ELEVATION
SOUTH ELEVATION
Dhaka Housing Project | The People’s Embankment of Bangladesh Architecture 541 Arch Studio II| Fall Semester 2010 Instructor | Kazi Ashraf Team | Kreig Kihara & Maryam Abhari Location | Dhaka, Bangladesh Length |2 Months
The Dhaka Housing Project was based around a very specific situation where water is both the cause of mass death and the provider for all life. Therefore, It was first critical to understand the user in this project: the people of Bangladesh, their environment: a farming community in a yearly flood zone, and finally the solution: using the embankment as a core to the community through ghat design and canal systems. The systematic layout of this project caters specifically to the movement of water through both the rainy and dry season, regulating and manipulating levels throughout the year to sustain each community hub, while offering simultaneous flood protection.
DRY SEASON DIAGRAM 4
5
1
3
2
N
N
Rainy Season | May - September | Heavy rains from Dhaka flow into retention ponds alongside the embankment, where the water is able to be pumped into flood waters, reservoirs, and the transportation canal to resist ponding. As water floods from the North, lower platforms are submerged and water is able to be recollected for future water recycling. The embankment does not simply “block” water, but instead it redirects, reuses, and recycles it for practical use in a system that mimics the natural flow of water if the landscape was left untouched.
Dry Season | October - April | Water that was collected from previous floods and heavy rain circulate between retention ponds, reservoirs, and the transportation canal. The water level is kept at a consistent height in the canal for boat movement. Water can be transported from the retention ponds into given reservoirs when needed to use for building cooling, subsistence farming, recreation, etc.
RAINY SEASON DIAGRAM 4
5
1
3
2
1 Canal
2 Rain Water Retention Ponds
3 Platform Reservoirs
4 Ghat Intersection
5 Embankment Reservoirs
FLOOD PLAIN HOUSING
25
50
100
150
N
0
0
25
50
100
150
DHAKA | THE USER
FLOOD AS A PROVIDER
FLOOD AS A HAZARD
DEPENDENT ON FARMING
WATER AS TRANSPORTATION
WATER EDGE IS CULTURE
RENDERED IMAGES & PHYSICAL MODEL
PROCESS
LISSITZKY
Homeless Shelter | Kaaahi Homeless Assistance Center
PRIMARY WING
Homeless Shelter | Kaaahi Homeless Assistance Center/Lissitzky Process Architecture 542 Arch Studio III| Spring Semester 2011 Instructor | Christian Bergum Location | Kaka’ako, Hawaii Length | 2 Months The Dhaka Housing Project was based around a very specific situation where water is the cause of mass death and also the provider for all life. Therefore, It was first critical to understand the user in this project: the people of Bangladesh, their environment: a farming community in a yearly flood zone, and finally the solution: using the embankment as a core to the community through ghat design and canal systems. The systematic layout of this project caters specifically to the movement of water through both the rainy and dry season, regulating and manipulating levels throughout the year to sustain each community hub, while offering simultaneous flood protection.
SECONDARY WING
BB
7
U 6
5
U
AA
9
8
11
2
UU 10
19
13
4 1
12
14
U
SITE
PROGRAM 1. Main Entrance 2. Secondary Entrance 3. Parking Ramp - 45+ Parking Stalls 4. Lobby/Information 5. Medical Center 6. “Thrift Shop” 7. Grounds and Maintenance 8. Kitchen 9. Cafeteria - Worship Space 10. Large Storage Area 11. Indoor/Outdoor Recreation Space 12. Security Office 13. Rest rooms 14. 1st Floor Library/Study Space 15. Large Classroom 16. Day-care Center 17. Fitness Center 18. Basketball Court/Playground 19. Urban Garden 20. Rest rooms 21. Showers 22. Communal Lodging 23. Study Area 24. 2nd Floor Recreation Space 25. Classroom 26. Rest rooms 27. Classroom 28. Computer Lab 29. Offices - Job Placement - Social Work 30. Staff Lounge/Lodging 31. Cubical Housing 32. Rest rooms 33. Showers 34. Study Area
3
D
16
15
BB
18
AA
17
1ST FLOOR
20 21
UD 22 DU
23
24 26
D 25
28 27
D 29
2ND FLOOR
D 31 D 33
32 34
3RD FLOOR 0 16’
48’
112’
30
SECTION AA 0 8’
24’
56’
24’
56’
SECTION BB 0 8’
STRUCTURAL DIAGRAM
STEEL WIDE-FLANGED I BEAM
PAIRED C-CHANNELS
Concrete Sub floor Earth Foundation
Recyclable Bamboo Flooring Concrete Footing
BOTTOM FLANGE COVER ALUMINUM SILL 1’ CONCRETE FLOORING
Olympic Park | Lifted Legacy Plan Architecture 543 Arch Studio IV| Summer Semester 2011 Instructor | Amy Anderson Location | Rio De Janeiro, Brazil Length | 2 Weeks This project is the individual continuation of a summerlong class effort to design the Olympic park for the 2016 Olympics in Rio De Janeiro, Brazil. The goal here was to form a systematic and practical design for the legacy of the Olympic park after the games are finished. This design features a monumental lifted walkway, freeing up any obstacles for vehicular traffic, and providing large, coastal recreation space. The neighborhoods are clustered to form small knit communities, where local events can take place, while still offering nearby variety. Each cluster is composed of a mixed-use building typology, creating a mall-like commercial experience at the lower levels and reserving the upper floors for residential use.
1
3 2
4
5 8
DESIGN LOGISTICS 1. Residential Space 2. Commercial Space 3. Private Gardens 4. Lifted Public Walkway 5. Uninterrupted Road 6. Paved Open Space 7. Landscaped Space 8. Community Involvement
6
7
1
2
3 8
4
5
7 8 9 8 6 8
N
1. 2. 3. 4. 5. 6. 7. 8. 9.
Main entrance North Pier Hill Park Space Lifted Walkway Public Parking South Pier Coastal Park Space Mixed use clusters Private Garden Space
LEGACY PLAN
PHASE 1
RENDERED IMAGES
PHASE 2
PHASE 3
Architecture 544 Arch Studio V: Comprehensive | Fall Semester 2011 Instructor | Pu Miao Location | Kunshan, Jiangsu Province, China Length | Semester
Crab Museum | Yangcheng Lake Wetland Park
Visitor Parking
Access Road Service Parking
Bike Parking
Emergency Exit
Wetland Coast
Yangcheng Lake
FLOOR PLAN
OUTLINE OF SPECIFICATIONS
This project was an extensive, semester long design that began with the most basic study of structure and culture. From there it evolved into a culmination of detailed drawings, structural diagrams, thought out concepts, and a sound presentation all touching on realistic goals and backed by a logical foundation. The project is intended to exemplify the Chinese Mitten Crab, a delicacy in the Jiangsu Province of China. This museum took an S-shaped form, creating two major pockets to emphasize the Mitten Crab as (1) a biological animal, and (2) as a product of farming. Covered walkways allow visitors to step into the natural habitat of the crab and observe crab farming techniques, while doubling as rest stops and leisure spaces. This museum also houses a restaurant, abundant seating, and carefully planned circulation around museum exhibits, acting as an extension to the walking paths and bikeways of the Yangcheng Lake Wetland Park of which it resides.
1. Structural System Column: - W-Wide Flange Steel Column W10X49 – attached to floor plate - Timber-Column 5X5 – bolted to timber beams - Concrete Square-Column 12X12 – attached to foundation and pile Main Beam: - W-Wide Steel Flange-Girder W12X26 – welded to column - Glulam-Beam 3X5.5 – bolted to timber column - HSS-Round Steel Structural Tubing-Bowstring Truss HSS4X0.125 – bolted to beam Minor beam: - C-Channel-Purlin C6X13 – bolted to truss Later Bracing: - Steel Cable-Lateral X-Bracing 1” – strap fork and eye connection - W-Wide Flange-Lateral Bracing W12X26 – welded to columns
STRUCTURAL FRAMING PLAN 2. Roofing - ¼” Adhesive Exterior Roof EPDM - 1” Plaster Adhered to surface insulation - 4” Rigid Insulation attached to joist layer - Structural Steel Bar Joist Layer - 2 ¼” Tegral Wide Rib 33C Steel Roof Cladding 3. Ceiling Auditorium Ceiling: - 5/8” Acoustic Ceiling w/ acoustic treatment - 3 5/8” Metal Stud Layer Open Ceiling: - Finished Interior Paint Coat - 3 Coats Albi Thin Layer Fire Proofing - Structure
4. Exterior Wall - 3” EIFS (Exterior Insulation Finishing System) Exterior - Finish Coat - Embedded Reinforced Mesh - 2X4” EPS (Expanded Polystyrene) Foam Insulation - DuPont Tyvek Stucco Wrap Water Protection - ¾” Plywood Sheathing - 5” Batt Insulation nailed to sheathing - Metal Stud Layer 5. Interior Wall - Finished Interior Paint Coat - ½” Gypsum Wall Board - Vapor Barrier
6. Floor Tank Floor: - 1” Tank Interior Protection Layer - Water Proofing Barrier adhered to leveling layer - 1” Leveling Concrete Layer -Structural Reinforcing Concrete Layer Finished Wood Floor: - ¾” Wood Floor Finish - ¾” Wood Sheathing - 3X2” Wood Sleeper - 1” Leveling Concrete Layer - Vapor Barrier - Reinforced Concrete Slab
DESIGN DEVELOPMENT
Roof Slope
fS lop Ro o
Roof Slope
Downspout Gutter System
Roof Slope
e
Downspout
Roof Slope
ROOF PLAN
REFLECTED CEILING PLAN
Auditorium
A/V Waiting Area Gutter System
SECTION AA
SECTION BB
AUDITORIUM ACOUSTIC SECTION
Leisure/Dining Area Crab Viewing Level
Downspout Diner Counter Gift Shop
Crab Farming Exhibit
Crab Viewing Level
1/4” Adhesive Exterior Roof EPDM Water Proofing 1” Plaster adhered to Surface Insulation 4” Rigid Insulation 4” Structural Steel Bar Joist Layer 2 1/4” Tegral Wide Rib 33C Steel Roof Cladding
3
Finished Interior Paint Coat 3 Coats Albi Thin Layer Fire Proofing C6X13 C-Channel-Purlin welded to Cladding 2 1/4” Tegral Wide Rib 33C Steel Roof Cladding 1-1/8” Steel Connection Welded Between Truss and Mullion
C6X13 C-Channel-Purlin welded to Cladding
4X0.125” HSS-Round Structural Tubing-Bowstring Truss
2
1” Diameter Steel Cable-Lateral X-Bracing
12X26 Cantilevered Girder W-Wide Flange
L8X8X1-1/8” AISC Angle Connection welded between Truss and X-Bracing W10X49 W-Wide Flange-Column Curtain Wall System with Aluminum Mullion
1
3/4” Wood Floor Finish 3/4” Wood Sheathing 3X2” Wood Sleeper 1” Leveling Concrete Layer Vapor Barrier Reinforced Concrete Slab
Earth Waterproofing Membrane Gravel Bed Reinforced Concrete Slab
WALL SECTION 1 Wooden Base Board Expansion Gap Double Pane Glazing
3/4” Wood Floor Finish 3/4” Wood Sheathing 3X2” Wood Sleeper 1” Leveling Concrete Layer Vapor Barrier Reinforced Concrete Slab
Mullion Base Wood Shim Rubber Sealant Metal Flashing
10X49 W-Wide Flange-Column
1-1/8” Steel Connection Welded Between Truss and Mullion Double Pane Glazing - embedded into Aluminum Mullion System
4X0.125” HSS-Round Structural Tubing-Bowstring Truss L8X8X1-1/8” AISC Angle Connection welded between Truss and Girder 1” Diameter Steel Cable-Lateral X-Bracing
L8X8X1-1/8” AISC Angle 2X4” Nailer Connection welded between Truss and C-Channel
1/4” Adhesive Exterior Roof EPDM Water Proofing 1” Plaster adhered to Surface Insulation 4” Rigid Insulation 4” Structural Steel Bar Joist Layer 2 1/4” Tegral Wide Rib 33C Steel Roof Cladding
Metal Flashing Rubber Sealant
Strap Fork and Eye Cable Connection
12X26 Cantilevered Girder W-Wide Flange
WALL SECTION 1 - DETAIL 1
Earth Waterproofing Membrane Gravel Bed Reinforced Concrete Slab
W10X49 W-Wide Flange-Column
WALL SECTION 1 - DETAIL 2
3 Coats Albi Thin Layer Fire Proofing C6X13 C-Channel-Purlin welded to Cladding 2 1/4” Tegral Wide Rib 33C Steel Roof Cladding 4X0.125” HSS-Round Structural Tubing-Bowstring Truss welded to C-Channel Purlins and Connection Angles
WALL SECTION 1 - DETAIL 3
1/4” Adhesive Exterior Roof EPDM Water Proofing 1” Plaster adhered to Surface Insulation 4” Rigid Insulation 4” Structural Steel Bar Joist Layer 2 1/4” Tegral Wide Rib 33C Steel Roof Cladding
4” Acrylic Viewing Window Polymeric Sealant Uniwall Underwater Fastening System Tamper Resistant Stainless Fastener Elastomeric Joint Sealant
4X0.125” HSS-Round Structural Tubing C6X13 C-Channel-Purlin welded to Cladding 3
Finished Interior Paint Coat 3 Coats Albi Thin Layer Fire Proofing 4X0.125” HSS-Round Structural Tubing-Bowstring Truss C6X13 C-Channel-Purlin welded to Cladding 2 1/4” Tegral Wide Rib 33C Steel Roof Cladding Finished Interior Paint Coat 1/2” Gypsum Wall Board Vapor Barrier
3” EIFS Exterior -Finish Coat -Embedded Reinforced Mesh -2X4” EPS Foam Insulation DuPont Tyvek Stucco Wrap Water Protection 3/4” Plywood Sheathing 5” Batt Insulation/Metal Stud Layer Grated Metal Decking
W10X49 W-Wide Flange-Column
2
Water Line
Crab Farming Tank
1
4” Acrylic Viewing Window secured by Uniwall Underwater System 3/4” Wood Floor Finish 3/4” Wood Sheathing 3X2” Wood Sleeper 1” Leveling Concrete Layer Vapor Barrier Reinforced Concrete Slab
1” Tank Finish Interior Protection Layer Water Proofing Barrier 1” Leveling Mortar Layer Structural Reinforcing Concrete Layer
WALL SECTION 2 - DETAIL 1 3” EIFS Exterior -Finish Coat -Embedded Reinforced Mesh -2X4” EPS Foam Insulation DuPont Tyvek Stucco Wrap Water Protection 3/4” Plywood Sheathing 5” Batt Insulation/Metal Stud Layer Metal Flashing Rubber Sealant
Grated Decking Concrete Protection & Finish Layer Waterproofing Barrier Reinforced Concrete Stainless Clip Angle Elastomeric Joint Sealant Tamper Resistant Stainless Fastener Water Line
Pagel Waterproofing Sealant W10X49 W-Wide Flange-Column Polished Concrete Finish Reinforced Concrete Stainless Clip Angle Stainless Steel J-Bolt Ardex Non-Shrink Waterproofing Grout Steel Connection & Waterproofing Plate
Earth Waterproofing Membrane Gravel Bed Reinforced Concrete Slab
Finished Interior Paint Coat 1/2” Gypsum Wall Board Vapor Barrier Shim - Nailed to Metal Stud
W10X49 W-Wide Flange-Column 3X6” C-Channel Deck Support 2C3X6X.375” Double C-Channel Ardex Non-Shrink Waterproofing Grout High Polished Concrete Finish
Polymeric Sealant
WALL SECTION 2
Earth Waterproofing Membrane Gravel Bed Reinforced Concrete Slab
Pagel Waterproofing Sealant 4” Acrylic Viewing Window
WALL SECTION 2 - DETAIL 3
1/4” Adhesive Exterior Roof EPDM Water Proofing 1” Plaster adhered to Surface Insulation 4” Rigid Insulation 4” Structural Steel Bar Joist Layer 2 1/4” Tegral Wide Rib 33C Steel Roof Cladding
Rubber Sealant Metal Gutter Nailed between Cladding & Insulation
WALL SECTION 2 - DETAIL 3 MANUFACTURE DETAILS
C6X13 C-Channel-Purlin welded to Cladding & Truss
Finished Interior Paint Coat 3 Coats Albi Thin Layer Fire Proofing 2 1/4” Tegral Wide Rib 33C Steel Roof Cladding 4X0.125” HSS-Round Structural Tubing-Bowstring Truss
RENDERED IMAGES & PHYSICAL MODEL