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Transcript of As-Built Construction Documents
Volume 1
A00
Roughly 140 million Soviet-style housing units exist around the world. These generic, pre-fabricated, and often cooperatively-constructed buildings were typically employed irrespective of climate and context. Simultaneously, they represent a tremendous amount of embodied energy -an intrinsic human and material value that demands contemporary intervention. The Soviet type can be adapted to any locale if its potential is harnessed towards passive ends. Interventions, applied at expanding scales- beginning with that of the individual unit, graduating to entire buildings, and eventually neighborhoods, can, through aggregation and sensitivity to extant vernacular adaptations, catalyze urban-scale change. This incremental approach has the potential to interrupt the cycle of demolition while engaging the existing process of auto-construction. Cuba’s hot, humid climate presents a particularly chal-lenging context for Soviet-style housing. Through the deployment of passive systems and vernacular sensibilities, currently unsuitable structures can be transformed into housing that provides thermal comfort and accommodates a variety of residents. The project addresses existing structures by first re-moving a centrally-located staircase, extracting the point access element of each building and placing it at a distance of 10’ beyond the exterior wall. This staircase, connected to a 10’ deep exterior balcony, re-orients the dwelling unit’s entry while simultaneously creating generous and inhabitable covered outdoor living room. An addition floor is added at the top of each structure, increasing each building’s occupiable space by 20-25 percent. This unit is outfitted with a large roof that funnels rainwater into the void left behind by the existing walk-up stair. This space goes from an entry landing to an inte-rior balcony where laundry can be hung and through which stack effect cool-ing can occur. Ground floor units are expanded outward similarly and, when
necessary, converted into live/work configurations.
Sectional Plan & Typical Plan
A11
Sectional Plan & Typical Plan
A12
Sectional Plan & Typical Plan
A13
Sectional Plan & Typical Plan
A14
Sectional Plan & Typical Plan
A15
Sectional Plan & Typical Plan
A16
Sectional Plan & Typical Plan
A17
Sectional Plan & Typical Plan
A18
Sectional Plan & Typical Plan
A19
Proposals for Re-Constructing Alamar As-Built Construction Document Set
Prepared by Antonio Pacheco, 2015 Scale
1/8" = 1'-0"
2/26
/201
5 5
:37:
32 P
M
As-BuiltConstruction
DocumentSet
Proposalsfor Re-
ConstructingAlamar
UP
UP
1 2 3 4 5 6
7
8
1
A5
1
A6
1 2 3 4 5 6
7
8
1
A5
1
A6
1 Sectional Plan
1/8" = 1'-0"2 Level 1
1/8" = 1'-0"3 Level 2
Sectional Plan &
Typical Plan
A11Scale
1/8" = 1'-0"
2/26
/201
5 5
:37:
32 P
M
As-BuiltConstruction
DocumentSet
Proposalsfor Re-
ConstructingAlamar
UP
UP
1 2 3 4 5 6
7
8
1
A5
1
A6
1 2 3 4 5 6
7
8
1
A5
1
A6
1 Sectional Plan
1/8" = 1'-0"2 Level 1
1/8" = 1'-0"3 Level 2
Typical Plan
A12
1 2 3 4 5 6
7
8
1
A5
1
A6
10' - 11 3/4"
56' - 0 3/4"
32' -
0 2
3/32
"
10' - 8 11/16"
15' -
3 5
/16"
10' - 6"
1' -
1"
4' - 2" 6' - 1 17/32"4' - 0 15/32"
2' -
9 1
5/32
"
1/2" = 1'-0"2 Typical Plan_
Scale
1/4" = 1'-0"
2/26
/201
5 5
:37:
32 P
M
As-BuiltConstruction
DocumentSet
Proposalsfor Re-
ConstructingAlamar
Level 10' - 0"
Level 210' - 5 1/4"
Level 320' - 10 1/2"
Level 431' - 3 3/4"
Level 541' - 9"
1234561
A5
T.O. Parapet43' - 9"
1/2" = 1'-0"1 North
Front Elevation
A13Scale
1/8" = 1'-0"
2/26
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5 5
:37:
32 P
M
As-BuiltConstruction
DocumentSet
Proposalsfor Re-
ConstructingAlamar
Level 10' - 0"
Level 210' - 5 1/4"
Level 320' - 10 1/2"
Level 431' - 3 3/4"
Level 541' - 9"
1234561
A5
T.O. Parapet43' - 9"
1/2" = 1'-0"1 North
Level 10' - 0"
Level 210' - 5 1/4"
Level 320' - 10 1/2"
Level 431' - 3 3/4"
Level 541' - 9"
10' -
5 1
/4"
10' -
5 1
/4"
10' -
5 1
/4"
10' -
5 1
/4"
1 2 3 4 5 6
1
A5
T.O. Parapet43' - 9"
1/2" = 1'-0"1 South
Back Elevation
A14Scale
1/8" = 1'-0"
2/26
/201
5 5
:37:
32 P
M
As-BuiltConstruction
DocumentSet
Proposalsfor Re-
ConstructingAlamar
Level 10' - 0"
Level 210' - 5 1/4"
Level 320' - 10 1/2"
Level 431' - 3 3/4"
Level 541' - 9"
7 81
A6
T.O. Parapet43' - 9"
1/2" = 1'-0"1 Longitudinal Section
Short Section
A15Scale
1/8" = 1'-0"
2/26
/201
5 5
:37:
32 P
M
As-BuiltConstruction
DocumentSet
Proposalsfor Re-
ConstructingAlamar
Level 10' - 0"
Level 210' - 5 1/4"
Level 320' - 10 1/2"
Level 431' - 3 3/4"
Level 541' - 9"
7 81
A6
T.O. Parapet43' - 9"
1/2" = 1'-0"1 Longitudinal Section
Level 10' - 0"
Level 210' - 5 1/4"
Level 320' - 10 1/2"
Level 431' - 3 3/4"
Level 541' - 9"
123456
T.O. Parapet43' - 9"
1/2" = 1'-0"1 Transverse Section
Long Section
A16Scale
1/8" = 1'-0"
2/26
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5 5
:37:
32 P
M
As-BuiltConstruction
DocumentSet
Proposalsfor Re-
ConstructingAlamar
11'-3"
6"
1'
5'
1'-6316"
135°
5'
1'-7"
1'-712" 5' 1'-71
2"
15'-7"
1'
10'-3"
7"
10'-7"
1'-6"
15'-7"
9'-1018"
14'-7"
6"
6"
6"
6'-9716"
6"
6"
63°
15'-7"
7'-9716"
1'
21116"
2 316"
6"
7"
9'-1018"
8'-1018"
6"7"
6"
R12"
R2"
1 Exterior Panel Structural Connection Detail 2 Exterior Panel Structural Connection Detail
Floor & Interior Wall
Panels
A17Scale
1/4" = 1'-0"
2/26
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As-BuiltConstruction
DocumentSet
Proposalsfor Re-
ConstructingAlamar
9'-1018"
11'-3"
3"
9"
212"
8'-3"
312"
7"
11'-31116"
7'-5" 4 316"
7"10'-8"7'-5"
1'-5"
135°
9'-1018"
9'-118"
31116"
2 516"
134"
134"131°
131°
9'-118"
9'-118"
1'-6"
R1"
9'-1018"
11'-3"
3"
9"
212"
8'-3"
312"
7"
9'-1018"
9'-118"
31116"
2 516"
134"
134"131°
131°
9'-118"
9'-118"
1'-6"
R1"
11'-3"
10'-8"
7'-5"7"
312"
1'-5"
45°
9'-1018"
11'-3"
3"
9"
212"
8'-3"
312"
7"
9'-1018"
9'-118"
31116"
2 516"
134"
134"131°
131°
9'-118"
9'-118"
1'-6"
R1"
11'-3"
10'-8"
7'-5"7"
312"
1'-5"
45°
1 Exterior Panel Structural Connection Detail 1 Exterior Panel Structural Connection Detail 1 Exterior Panel Structural Connection Detail
9'-1018"
11'-3"
3"
9"
212"
8'-3"
312"
7"
9'-1018"
9'-118"
31116"
2 516"
134"
134"131°
131°
9'-118"
9'-118"
1'-6"
R1"
1'-178"
9"
3"
3"
1'-61516"
1'-7316"
1516"
8'-118"
8'-21516"
9'-1018"
11'-3"
3"
9"
212"
8'-3"
312"
7"
9'-1018"
9'-118"
31116"
2 516"
134"
134"131°
131°
9'-118"
9'-118"
1'-6"
R1"
11'-8"
5'-414"
8'-4"
0"
0"
0"
1'-7316"
2'-358"
3'-31516"
6'-71116"
1'-7316"
11'-3"
7'-1158" 1'-21
2"
312"
7"1'-515
16"
135°
10'-8"
11 916"
3 Exterior Panel Structural Connection Detail 4 Exterior Panel Structural Connection Detail
Exterior Wall Panels
A18Scale
1/4" = 1'-0"
2/26
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5 5
:37:
32 P
M
As-BuiltConstruction
DocumentSet
Proposalsfor Re-
ConstructingAlamar
Prefabricated Concrete Column
Concrete Exterior Wall Panel
1" Steel Rebar TiesConcrete Infill
Prefabricated Concrete Column
Concrete Exterior Wall Panel
1" Steel Rebar TiesConcrete Infill
Concrete Interior Wall Panel
Concrete Interior Wall Panel
1" Steel Rebar TiesConcrete Infill
Concrete Interior Wall Panel
1" Steel Rebar TiesConcrete Infill
2'2'
4"
1'-81116"
1'-334"
1'-6916"
1'-71316"
1'-91316"
2'-1138"
8 916"
91116"
4 916"
6 316"
11"
1'-134"
61316"
65°
115°
1'-41516"
R5'-1112"
R2"65°
1'-61316"
5"
1'-61116"
1'-578"
578"
4 116"
65°
115°
1'-1018"
1'-8"
1'-834"
1 Exterior Panel Structural Connection Detail Exterior Panel Structural Connection Detail Section
Interior Panel Structural Connection Detail Section Interior Panel Structural Connection Detail Plan
2
3 4 Panel Connection
Details
A19Scale
1/4" = 1'-0"
2/26
/201
5 5
:37:
32 P
M
As-BuiltConstruction
DocumentSet
Proposalsfor Re-
ConstructingAlamar