3
Content Quincha to Concrete -
4
Gym-Library -
8
Hohenzollern Monastery - 14 Conceptualized Articulation - 20 Ideal Villa - 22
MINISTRY OF HOUSING, CONSTRUCTION, AND SANITATION
B A A B NORMA TÉCNICA DE EDIFICACIÓN
MINISTRY OF TRANSPORTATION MINISTRY OF COMUNICACIONS, HOUSING AND HOUSING AND CONSTRUCTION CONSTRUCTION,
E.060 CONCRETO ARMADO
DECRETO SUPREMO 010-2009-VIVIENDA DEL 08 DE MAYO DEL 2009
FIRST Concrete Code E0.60
MINISTRY OF PROMOTION AND PUBLIC WORKS
MINISTRY OF HOUSING
FIRST SeismicResistance Design Code E0.30
Drake Cement Arizona, USA 693,000 tons of cement per year
PREANSA Colombia Bogota, Colombia 8.6 millions of cement per year
UNACEM Ecuador Quito, Ecuador 1.5 million tons of cement per year
Fundacion Atocongo UNACEM Peru Lima, Peru 4.5 millions to 5.5 millions of cement per year
PREANSA Chile Santiago, Chile 30,000 m3 of cement per year
KEY UNACEM International Subsidiaries Route of Spanish Colonization Bamboo (Guadua A.) Growth
N THE AMERICAS MAP
SCALE: 1 in = 387.5 mi SUPPLEMENTARY VISUALS
STRUCTURES MANUAL
2 1 FIRST Reglamento Nacional de Edificaciones (RNE) “National Building Regulations”
CONCRETE
1
2021
2017
Creation of PROGRESOL UNACEM Created
2008 2007 2002 2000 1993
Concrete Code E0.60
1989
Seismic-Resistance Design Code E0.30
1976 1975
ACI *Adopted From U.S. Reglamento Nacional de Edificaciones
1971 1970 1969 1968 1967
Biggest Cement Company in the World
Major Earthquake in Lima
2020
2020
2010
2014 2012 2011 2010
1920
Creation of “COMPANIA PERUANA DE CEMENTOS PORTLAND”
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
Quincha to Concrete
5
1990 1980
1974
1970
1970
1960
1960
1950
1950 1948
1940
1940
1920
1920
1916
1910
Creation of Ministry of Promotion (First Construction-Related Ministry)
2.0
2007
2000
1930
Important Newspaper Mentioning Cement
RITCHER SCALE
1.0
1900
1902
1890
1891
1896
1880 1870 1860 1850
1870
Quincha
to
Concrete: Progression of Anti-S eismic Construction Materials along Coastal Peru
During the Spanish colonization of Peru in the 16th century, an informal and unspecified construction tec hnique [QUINCHA] held tenure due to its material locality and antiseismic characteristics. Not until the 20th century when modern-day UNACEM and the ACI 318-95 were established, a new construction material [CONCRETE] became the first formal and specified material in the country.
1859 1857 1852 1846
1840 1835
1830 Peru's Independence Day
1821
1828 1826
1820 1810
1813 1806 1804
Finished Construction of the current tower- Lima Cathedral
1797
1800 1790
1787 1784
Finished Construction of the inside- Lima Cathedral
1778
1780
1779 1777
1770
1771
1760
1760
1765 Finished Construction of Ica Cathedral
1759
1750
1748 1746
1740 PROGRESOL Distribution Center Lima, Peru 350 hardware store locations
1730 1725
1720 1716
1710
1711
1700
1700
1690
1687
QUINCHA
1680
1678
1670
1664
1660
1655
Cathedral of Lima Finishes Construction
1650
1650 1640 1630 1620 1610
1630
1623
1609
1600
Quincha to Concrete: Progress Coastal Peru
1590
During the Spanish colonization of Pe technique [QUINCHA] held tenure du Not until the 20th century when mod construction material [CONCRETE] be
1586
1580
1578
With the arrival of the Spanis methods of stone and adobe ultimat epicenters. The indigenous people us bamboo culms plastered with mud, a located along the Rimac River (mode the traditional construction method o architects integrated their constructio negligence of quincha construction, bamboo until 2020.
1570
Spanish Colonization Route Map
1564
1560
1556
1550
Cathedral of Lima Starts Construction
Spanish Arrives to Peru
MANUAL
MANUAL
IMPORTANT EVENTS
1540 1539 1532
Left: Territorial and Timeline Connections of Important Dates and Specification
1540
RITCHER SCALE
SCALE: 1 in = 1238.25 mi
PERU’S BOARDERS DEVELOPMENT
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
EARTHQUAKES IN ICA, LIMA, PIURA
10.0
After the Independence of Peru in 18 Independent Peru adapted technolog the first cement company “Comp 1937 in Lima. The first regulatory doc the “Building Code Requirements Peru established the Ministry of Hous ministry became the Ministry of Hous Regulations book. The National Build tions of anti-seismic design and conc book helped to establish a formal con eventually superseded quincha.
Fall 2021
E.060 CONCRETO ARMADO
DECRETO SUPREMO 010-2009-VIVIENDA DEL 08 DE MAYO DEL 2009
B 2 FIRST SeismicResistance Design Code E0.30
NUAL
1
1 FIRST Reglamento Nacional de Edificaciones (RNE) “National Building Regulations”
2021
2017
Creation of PROGRESOL UNACEM Created
2008 2007 2002 2000 1993
Concrete Code E0.60
1989
Seismic-Resistance Design Code E0.30
1976 1975
ACI *Adopted From U.S. Reglamento Nacional de Edificaciones
1971 1970 1969 1968 1967
Biggest Cement Company in the World
Major Earthquake in Lima
Garcia-Lammers & Garcia-Fritz
CONCRETE
A NORMA TÉCNICA DE EDIFICACIÓN
ARCH 451
2020
2020
2010
2014 2012 2011 2010
RITCHER SCALE
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
2007
2000 1990 1980
1974
1970
1970
1960
1960
1950
1950 1948
1940
1940
1930
Important Newspaper Mentioning Cement
1920
Creation of “COMPANIA PERUANA DE CEMENTOS PORTLAND”
1920
1920
1916
1910
Creation of Ministry of Promotion (First Construction-Related Ministry)
1900
1902
1890
1891
1896
1880 1870 1860 1850
Tumbes
1870
1859 1857 1852
Piura
1846
1840 1835
1830 Peru's Independence Day
1821
Lambayeque
1828 1826
1820 1810
1813 1806 1804
Finished Construction of the current tower- Lima Cathedral
1797
1800 1790
La Libertad
1787 1784
Finished Construction of the inside- Lima Cathedral
1778
1780 1770
1779 1777
Ancash
1771 1765
Finished Construction of Ica Cathedral
1759
1760 1750
1760
1748 1746
1740 PROGRESOL Distribution Center Lima, Peru 350 hardware store locations
1730 1725
1720 1716
1710
1711
1700
1700
1690
1687
QUINCHA
1680
1678
1670
1664
1660
1655
Cathedral of Lima Finishes Construction
1650
1650 1640 1630 1620 1610
1630
1623
1609
1600
Quincha to Concrete: Progression of Anti-Seismic Construction Materials along Coastal Peru
1590
During the Spanish colonization of Peru in the 16th century, an informal and unspecified construction technique [QUINCHA] held tenure due to its material locality and anti-seismic characteristics. Not until the 20th century when modern-day UNACEM and the ACI 318-95 were established, a new construction material [CONCRETE] became the first formal and specified material in the country.
1586
1580
1578
With the arrival of the Spanish to modern-day Peru in 1532, traditional Spanish construction methods of stone and adobe ultimately failed under frequent and violent seismic activity from coastal epicenters. The indigenous people used quincha, a construction technique consisting of woven bamboo culms plastered with mud, as a building methodology. These bamboo culms were mostly located along the Rimac River (modern-day Lima) and modern-day Piura. Finding out that quincha was the traditional construction method of coastal Peru due to its flexibility and accessibility, the Spanish architects integrated their construction method with quincha construction. Due to the informality and negligence of quincha construction, no legal documents or professional protocols were established for bamboo until 2020.
1570
Spanish Colonization Route Map
1564
1560
1556
1550
Cathedral of Lima Starts Construction
Spanish Arrives to Peru
MANUAL
MANUAL
IMPORTANT EVENTS
1540 1539 1532
1540
RITCHER SCALE
SCALE: 1 in = 1238.25 mi
PERU’S BOARDERS DEVELOPMENT
Above: Major Earthquakes in the States of Ica, Lima, and Piura since 1532
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
EARTHQUAKES IN ICA, LIMA, PIURA
10.0
After the Independence of Peru in 1821, it took 70 years to establish the first ministry of Peru. A new Independent Peru adapted technological advancements in construction which led to the formation of the first cement company “Compania Peruana de Cementos Portland†(modern-day UNACEM) in 1937 in Lima. The first regulatory documents about seismic design for concrete, used in Peru, came from the “Building Code Requirements for Structural Concrete†(ACI 318-95 ) in the U.S. During this time, Peru established the Ministry of Housing, its first own construction-related ministry. In 1975, this ministry became the Ministry of Housing and Construction and established the first National Building Regulations book. The National Building Regulations contained all the regulatory codes and specifications of anti-seismic design and concrete. This book developed over time and is still used today. The book helped to establish a formal construction method that could be regulated and specified that eventually superseded quincha.
Quincha to Concrete
James Aaseng + Melissa Frias
7
RITCHER SCALE
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
Tumbes
Piura
Lambayeque
La Libertad
Ancash
PROGRESOL Distribution Center Lima, Peru 350 hardware store locations
Lima
Ica
Arequipa
Moquegua
Tacna
Quincha to Concrete: Progression of Anti-Seismic Construction Materials along Coastal Peru During the Spanish colonization of Peru in the 16th century, an informal and unspecified construction technique [QUINCHA] held tenure due to its material locality and anti-seismic characteristics. Not until the 20th century when modern-day UNACEM and the ACI 318-95 were established, a new construction material [CONCRETE] became the first formal and specified material in the country.
With the arrival of the Spanish to modern-day Peru in 1532, traditional Spanish construction methods of stone and adobe ultimately failed under frequent and violent seismic activity from coastal epicenters. The indigenous people used quincha, a construction technique consisting of woven bamboo culms plastered with mud, as a building methodology. These bamboo culms were mostly located along the Rimac River (modern-day Lima) and modern-day Piura. Finding out that quincha was the traditional construction method of coastal Peru due to its flexibility and accessibility, the Spanish architects integrated their construction method with quincha construction. Due to the informality and negligence of quincha construction, no legal documents or professional protocols were established for bamboo until 2020.
RITCHER SCALE
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
EARTHQUAKES IN ICA, LIMA, PIURA
After the Independence of Peru in 1821, it took 70 years to establish the first ministry of Peru. A new Independent Peru adapted technological advancements in construction which led to the formation of the first cement company “Compania Peruana de Cementos Portland†(modern-day UNACEM) in 1937 in Lima. The first regulatory documents about seismic design for concrete, used in Peru, came from the “Building Code Requirements for Structural Concrete†(ACI 318-95 ) in the U.S. During this time, Peru established the Ministry of Housing, its first own construction-related ministry. In 1975, this ministry became the Ministry of Housing and Construction and established the first National Building Regulations book. The National Building Regulations contained all the regulatory codes and specifications of anti-seismic design and concrete. This book developed over time and is still used today. The book helped to establish a formal construction method that could be regulated and specified that eventually superseded quincha.
N
10.0
SCALE: 1 in = 46 mi
PERU MAP
Above: Peruvian Map of Guadua Cane growth and Epicenters in Ica, Lima, Piura
Spring 2021
Above: Ground Plan of Gym
ARCH 355
Garcia-Lammers, Garcia-Fritz, Mansour, Lee, Arlt
Gym - Library
James Aaseng
9
N
James Aaseng
ARCH 355
4/26/21
Above: Mezzanine Plan of Library DesignBelow: Sheet 1 Ground Plan of Library
Scale: 1/16" = 1'
0'
1'
Spring 2021
ARCH 355
Above: Elevation of Gym Below: Longitudinal Section of Gym
Garcia-Lammers, Garcia-Fritz, Mansour, Lee, Arlt
James Aaseng
Gym - Library
Above: Elevation of Library Below: Longitudinal Section of Library
11
Spring 2021
ARCH 355
Above: Transverse Section of Gym
Garcia-Lammers, Garcia-Fritz, Mansour, Lee, Arlt
James Aaseng
Gym - Library
Above: Transverse Section of Library
13
Fall 2020
Above: Monastery Tunic Chair
ARCH 351
Ben Pennell
James Aaseng
Hohenzollern Monastery
Above: South Elevation of Monastery Below: East Elevation of Monastery
15
29'-5"
G
211'-9"
67'-1" 10'-2"
10'-0"
G
5'-6"
49'-2"
1'-0" 1'-11"
10'-2"
F
1
2
3
4
5
Fall 2020
9'-8" 5'-0"
6
7
32'-0"
ARCH 351
FINAL REVIEW
DOCUMENT: DRAWING INDEX:
36'-9"
3'-0" 2'-0"
8
10
9
14'-0"
11
12
13
14
3'-9"
Ben Pennell
15
16
A A10 3
PURPOSED PLAN
A101
SECTION 1
A103
SECTION 2
A105
SECTION 3
A107
GROUND FLOOR PLAN
A109
SECOND FLOOR PLAN
A110
NORTH ELEVATION
A111
LEGEND:
EAST ELEVATION
A112
SOUTH ELEVATION
A113
WEST ELEVATION
E
SECTION KEY
A114
A
A A103
A103
JOB ADDRESS:
K
F
E
K
A A10 5
1 SCHWANGAU, GERMANY 87645 FLOOR PLAN KEY A103
PARTIES INVOLVED:
1 A103
11'-3"
DIMENSION KEY
A A107
DESIGNER:
D
SDSU 201 E TABOR CT BRANDON, SD 57005 CUT SOLID 605 838 5835 CONTACT: JAMES AASENG james.aaseng@jacks.sdstate.edu
D
ROOFTOP GARDEN J
J
UNCUT WALL
289'-2"
C
DRAWING TITLE:
C
PURPOSED PLAN A A107
I
A A10 3
FINAL REVIEW
A A10 5
B
B
H
H
1
PURPOSED PLAN
DRAWN:
SCALE
AS INDICATED
CHECKED:
DATE
18 NOV 2020
DRAWING NO:
SCALE: 1/36" = 1'0"
A101
A
A
G
G 2020
JOB NUMBER:
1
2
3
4
7
6
5
8
9
10
11
12
13
14
15
16 FINAL REVIEW
DOCUMENT: DRAWING INDEX:
F
A A10 3
E
PURPOSED PLAN
A101
SECTION 1
A103
SECTION 2
A105
SECTION 3
A107
GROUND FLOOR PLAN
A109
SECOND FLOOR PLAN
A110
NORTH ELEVATION
A111
EAST ELEVATION
A112
SOUTH ELEVATION
A113
WEST ELEVATION
A114
F
E
JOB ADDRESS:
A A10 5
SCHWANGAU, GERMANY 87645 PARTIES INVOLVED: DESIGNER:
SDSU 201 E TABOR CT BRANDON, SD 57005 605 838 5835 CONTACT: JAMES AASENG james.aaseng@jacks.sdstate.edu
D
D
DRAWING TITLE:
C
C
1
2
3
5
4
A A107
PURPOSED PLAN 7
6
9
8
10
11
12
13
14
15
16
FINAL REVIEW LEGEND:
B
B
SECTION KEY
A A103
A A103
K
K DRAWN: SCALE FLOOR PLAN KEY
PURPOSED PLAN
CHECKED:
A
1 A103
1
AS INDICATED A103 18 NOV 2020
DATE
DRAWING NO:
SCALE: 1/36" = 1'0"
11'-3"
DIMENSION KEY
A A107
1
CUT SOLID
A101
A
ROOFTOP GARDEN J
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
J
2020
JOB NUMBER:
UNCUT WALL
I
A A10 3 A A10 5 H
H
A A10 3 G
G
A A10 5 DOCUMENT:
FINAL REVIEW
DRAWING INDEX:
F
E
PURPOSED PLAN
A101
SECTION 1
A103
SECTION 2
A105
SECTION 3
A107
GROUND FLOOR PLAN
A109
SECOND FLOOR PLAN
A110
NORTH ELEVATION
A111
EAST ELEVATION
A112
SOUTH ELEVATION
A113
WEST ELEVATION
A114
F
E
JOB ADDRESS:
SCHWANGAU, GERMANY 87645 PARTIES INVOLVED: DESIGNER:
SDSU 201 E TABOR CT BRANDON, SD 57005 605 838 5835 CONTACT: JAMES AASENG james.aaseng@jacks.sdstate.edu
D
DRAWING TITLE:
C
C
A A107
GROUND FLOOR PLAN
D
FINAL REVIEW B
B
1
GROUND FLOOR PLAN
1
2
3
4
5
SCALE
AS INDICATED
CHECKED:
DATE
18 NOV 2020
A109
A
Above: Site Plan of Monastery Below: Ground Plan of Monastery
DRAWN: DRAWING NO:
SCALE: 1/36" = 1'0"
JOB NUMBER:
6
7
8
9
10
11
12
13
14
15
16
2020
A
James Aaseng
Hohenzollern Monastery
Above: Longitudinal Section of Monastery Below: Transverse Section of Monastery
17
Fall 2020
ARCH 351
Ben Pennell
James Aaseng
Hohenzollern Monastery
Above: Bas Relief Model of Monastery
19
Fall 2019
ARCH 251
Above: Section Drawing of Cube Model Below: Plan Drawing of Cube Model
Brian Lee
James Aaseng
Conceptualized Articulation
Above: Section Cut of Cube Model
21
Fall 2021
COMPETITION
LYX Arkitekter
James Aaseng + Melissa Frias
Ideal Villa
Above: Interior Render of Villa
23
Fall 2021
COMPETITION
LYX Arkitekter
James Aaseng + Melissa Frias
Ideal Villa
Above: Exterior Render of Villa
25