Andres Vitela

Page 1

Andres Gabriel Vitela








HEM SPACE”

CHARLES W. MOORE R A MEMORY PLACE


COURTYARD PERSPECTIVE

ARCH 442 Prof. Solis, Lowing & Ockerman

LEEPER COURT Andres Vitela

SPRING 2019

A2



33

4 A3

A11

PARK LANE

1.1

2.2

1.1 11.1

12.1

11.2

12.2

12.3

13.1

1.1

14.1

11.1

12.1

11.2

12.2

12.3

13.1

1.1

14.1

11.1

2.2

Q. Q.11

12.3

13.1

14.1

11.1

O.1

O.1

N.1

N

O

6.1

N.1

N

N.1

N

M.1

N

M.1

DN

10.1

M.1

10.1

M.2

10.1

M.2

M.2

DN

UP

L.1

M

14.1

O.1 6.1

UP

M.1

13.1

5.1

O.1

10.1

12.3

4.1

6.1

M.2

12.2

3.1

O.2

5.1

6.1

12.1

11.2

2.2

Q. Q.11

O 4.1 O.2

5.1

N.1

12.2

3.1 O 4.1

O.2

5.1

L.1

12.1

Q. Q.11 3.1

O

DN

4.1

11.2

2.2

Q. Q.11 3.1

O.2

L.1

M

M

DN

L.1

M

UP

4 A11

8.5

8.5

8.5

L

N MICHIGAN STREET

N MAIN STREET

7.3 15.1

UP

J.1

7.6 J.2

UP

I.4

7.7

UP

I.3

K.1

8.1

UP

7.3

J.1

UP

K

I.4

7.7

UP

I.3

I.4

I.3

H.2 H.1

UP

F.2 G.1

UP

DN

7.7

I.4

DN

DN

I.3

I

7.6 K J.2

DN

UP DN

J

7.7

J

I.22 I.1

15.1

H.2 H.1

UP

I

15.1

DN

H.2

UP

H

G

H

G

F.2

G

F.2

G.1

F.2

G.1

G.1

DN

DN

F

F

F.1

F

F.1

5

UP

K

DN

H

G

J.1 7.6 J.2

I.22 I.1

I

15.1

H.1

UP DN

J

UP

UP

I.22 I.1

I

H

7.3

UP

7.6 J.2

J

H.2

UP

8.1

7.3

J.1

L

K.1

8.1

K

UP

I.22 I.1

H.1

L

K.1

8.1

8.5

L

K.1

F.1

F

F.1

-

A3

--DN

E

E

E.1

E

E.1

E.1

D

E.1

D

13.13

D

13.13

D.1

D.1 13.12

13.10

13.12

13.11 C

13.11 C

13.10

C.1

13.13

D.1 13.12

13.11 C

C

13.10

C.1

13.10

C.1

13.9

C.1

13.9

13.8

D

13.13

D.1 13.12

13.11

E

13.9

13.8

13.9

13.8

13.8

3 A11

13.7

Z.1

B.1

B

13.7

Z.1

B.1

13.6

13.0

0' 10' 15'

2.0

3.0

30'

4.0

5.0

6.0

6.2

7.0

7.1

8.0

9.0

10.0

12.0

13.0

15

W BARLETT ST

60'

1.0

A.1

2.0

3.0

4.0

5.0

6.0

6.2

7.0

7.1

8.0

9.0

10.0

13.111

13.0

12.0

14

15

1.0

2ND FLOOR 1" = 30'-0"

1.0

1.1

2.0

33

4

4

-

1

A11

A

A3

---

A11

2.2

3.0

3.1

4.0

4.1

5.0

5.1

6.0

6.1

6.2

7.0

7.1

8.0

9.0

10.0

11.0

11.1

12.1 12.0

12.2

12.3

13.1

14.1

15

15

14.1

14

A.1

Z.0 13.4

2.0

3.0

4.0

5.0

6.0

6.2

7.0

7.1

8.0

9.0

10.0

13.111

13.0

11.0

A

13.3 13.2

12.0

14

15

1.0

2.0

3.0

4.0

5.0

6.0

6.2

7.0

7.1

8.0

9.0

10.0

13.111

11.0

12.0

14

15

13.1

-

4

--12.3

12.2

12.0 12.1

11.1

11.0

6

A3 10.0

8.0

7.1

7.0

6.2

6.1

6.0

5.1

5.0

4.1

4.0

4TH FLOOR 1" = 30'-0" 3

33

A 9.0

3.0

2.2

-

2.0

1.1

A.1

1.0

A

B.1

B

4

---

A11

A11 3.1

C.1

C

D.1

D

E.1

E

4

A11 F.1

F

G.1

G

H

H.1

I.1

I.22 I

I.3

J

I.4

K

J.1

K.1

L

8.5

-

M.1

N

O

O

N

M.1

M

8.5

3

---

A11 M

L

K.1

J.1

K

I.4

J

I.3

I.22 I

I.1

H.1

H

G

G.1

F

F.1

A11 E

E.1

D

D.1

C

C.1

B

B.1

A

A.1

7TH FLOOR 164' - 0" 6TH FLOOR 154' - 0" 5TH FLOOR 144' - 0" 4TH FLOOR 134' - 0"

4TH FLOOR 134' - 0" 3RD FLOOR 124' - 0"

3RD FLOOR 124' - 0" 2ND FLOOR 114' - 0"

2ND FLOOR 114' - 0" 1ST FLOOR 96' - 6"

Prof. Solis, Lowing & Ockerman

A

3RD FLOOR 1" = 30'-0" 1 A11

14

7TH FLOOR 164' - 0" 6TH FLOOR 154' - 0" 5TH FLOOR 144' - 0"

SOUTH ELEVATION 1" = 30'-0"

13.5

13.4

13.3 13.2

11.0

B

13.6

UP DN

Z.0

NORTH

1ST FLOOR 1" = 30'-0"

ARCH 442

A

13.3 13.2

14

13.7

Z.1

B.1

13.5

13.4

A.1

A11

13.111

11.0

A

1

B

13.6

UP DN

Z.0 13.4

13.3

13.7

Z.1

B.1

13.5

Z.0

13.2

1.0

B

13.6

UP

13.5

UP

A.1

1ST FLOOR 96' - 6" NORTH ELEVATION 1" = 30'-0"

EAST ELEVATION 1" = 30'-0"

LEEPER COURT

WEST ELEVATION 1" = 30'-0"

Andres Vitela SPRING 2019

A4


Q. 1

Q.1

7TH FLOOR 164' - 0"

MC 10X44.1 C-CHANNEL RAILING BEYOND (BASE)

3 A10

DRAIN

2 X PRESSURE TREATED WOOD BLOCKING

2'X2' PORCELANOSA TILE, OUTDOOR RAISED FLOOR SYSTEM (RFS)

L4X4X1/4 STEEL ANGLE MC 7X22.7 C-CHANNEL

6TH FLOOR 154' - 0"

RFS PEDESTAL 1/2" TAPER, 1 1/2" LIGHTWEIGHT CONCRETE

STEEL BRACKET METAL CAP FLASHING

SILCOR LIQUID WATERPROOFING MEMBRANE

W 12X65 STEEL FRAME

4" TAPERED RIGID ROOF INSULATION BOARD R-30 3" LIGHTWIGHT CONCRETE, DECKING

MC 12X31 C-CHANNEL

FIRESTOP PASS THROUGH DEVICE, 4 HR. FIRE RATING, SILVER

STONEWOOD FIBERSEN CF PANEL-COAL 4" CFCA ADJUSTABLE PANEL ATTACHMENT CLIP ALUMINUM SOFFIT SEALANT CONTINUOUS FLASHING

3

5TH FLOOR 144' - 0"

BALCONY

RESIDENTIAL

BALCONY

RESIDENTIAL

Wall Section - Callout 3 1" = 1'-0"

2x4x10 ZONDA XL 10, TERREAL FACADE, STONE COLOR, SMOOTH

BASBOARD BEYOND BLOCKING

SILCOR LIQUID WATERPROOFING MEMBRANE

3/4" PLYWOOD

5" LAG BOLT, 3/8" THREAD

4" RIGID INSULATION BOARD R-30

STEEL ANGLE BRACKET

WOOD FLOOR FINISH

5" LAG BOLT 3/8" THREAD

3" LIGHTWIGHT CONCRETE, DECKING

L4x4x1/4 STEEL ANGLE

4TH FLOOR 134' - 0"

1/4" PADDING 4" MINERAL WOOL INSULATION R-30

4" MINERAL WOOL INSULATION R-30 3/4" PLYWOOD SHEATHING

12K1 O.C. K-SERIES BAR JOIST-ANGLE

DRYVIT AIR/WATER RESISTIVE BARRIER COATING 3/4" EPS CONTINUOUS INSULATION 1" STEEL Z - FURRING CHANNELS 4" COLD FORMED LT. GAGE STEEL STUDS 4" COLD FORMED LT. GAGE STEEL TRACK CONTINUOUS FLASHING

14" COLD FORMED LT. GAGE STEEL STUD 5/8" GYPSUM BOARD

4" MINERAL WOOL BATT INSULATION

OFFICE

5/8" PLYWOOD SHEATHING DRYVIT AIR/WATER RESISTIVE BARRIER COATING DRYVIT ADHESIVE IN VERTICAL NOTCHED TROWEL CONFIGURATION

12 GAGE CABLE WIRE

1" OUTSULATION RMD SYSTEM

3RD FLOOR 124' - 0"

WOODWORKS GRILLE-WOODWORKS GRILLE 1x8- 6 BLADE PANEL

DRYVIT BASE COAT, REINFORCING MESH DRYVIT ADHESIVE IN VERTICAL NOTCHED TROWEL CONFIGURATION 1/2" MOTAR JOINT 2 1/4" FLAT BRICK, DRYVIT NEWBRICK

14X12 COLD FORMED STEEL STUD HEADER, WOOD BLOCKING 5" LAG BOLT, 3/8" THREAD

14" COLD FORMED LT. GAGE STEEL TRACK ANDERSEN, MULTIGLIDE DOORS, HEAD TRACK CONTINUOUS FLASHING

2ND FLOOR 114' - 0"

2

Wall Section - Callout 2 1" = 1'-0"

2 A10

OFFICE

ANDERSEN, MULTIGLIDE DOORS, SILL TRACK ZURN Z812 12" WIDE PRE-SLOPED TRENCH DRAINAGE SYSTEM

BASEBOARD BEYOND 8" 4000 PSI CONCRETE SLAB

#5 REINFORCING STEEL 6 O.C. EACH WAY

2" RIGID INSULATION

4" 4000 PSI POROUS CONCRETE SLAB SLOPED TO TRENCH DRAIN

6 MIL POLYETHLENE FILM VAPOR BARRIER 1/4" CARPET

2" FILL SAND

1/2" FLOOR PADDING

COMPACTED SOIL BACKFILL

#5 REINFORCING STEEL 6 O.C. EACH WAY

1ST FLOOR 96' - 6"

3" PVC PIPE BEYOND GRADED GRAVEL BACKFILL FILTER FABRIC

1 A10

86" x 24" FOUNDATION WALL #5 REINFORCING STEEL 24" O.C.

6" DIA DRAIN PIPE 36" x 12" BEARING FOOTING #5 REINFORCING STEEL 7" O.C. EACH WAY

PILE CAP-4 PILE

(5000 PSI) 20" DIA. X STEEL PILE

3D WALL SECTION

Wall Section 1/2" = 1'-0" 1

LEEPER COURT ARCH 442 Prof. Solis, Lowing & Ockerman

Andres Vitela

SPRING 2016

A9

Wall Section - Callout 1 1" = 1'-0"

LEEPER COURT ARCH 442 Prof. Solis, Lowing & Ockerman

Andres Vitela

SPRING 2016

A11






















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