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NICK DODGE

INDIANAPOLIS MUSEUM OF ART

HUMAN LANDSCAPE


GRID NUMBERS CORRESPOND TO FRAMING A1.1 & A1.2

5 1

A2.1

9

7

A2.2

13

11

15

3

2

4

6

8

10

12

14

16

A2.3

17

19

18

20

21

A2.4

23

22

25

27

29

24 26

1

A2.5

30

28

Site 1" = 80'-0"

NICK DODGE

HUMAN LANDSCAPE INDIANAPOLIS MUSEUM OF ART

No.

Description

Date

SITE PLAN Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A1.0 Scale 1”=80’


*ALL GLULAMS 1’-6” (DEEP) ACCORDING TO LONGEST AXIS

F.1

F.2

F.7

F.8

F.12

1

F.4

F.3

F.9

F.13

F.14

F.6

F.5

F.10

F.15

F.11

F.16

FRAME OUTLINES 1/16" = 1'-0"

GLULAM FRAMING 1 Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A1.1 Scale 1/16”=1’


F.17

F.18

F.22

F.26

1

F.23

F.27

3-A3.1

F.19

4-A3.1

F.25

F.24

1-A3.1

F.28

5-A3.1

F.21

F.20

2-A3.1

F.29

F.30

FRAME OUTLINES 2 1/16" = 1'-0"

GLULAM FRAMING 2 Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A1.2 Scale 1/16”=1’


1 A7.1

25

’-0

ALL FOOTERS TO GO 12’+ BELOW GRADE

”O

.C.

25

’-0

”O

.C.

25

’-0

”O

.C.

25

’-0

”O

.C.

CONSTRUCTION PROCESS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A1.3 Scale 1/8”=1’


1 A7.1

CONCRETE SUBGRADE BRACING @ 18” BELOW GRADE

CONSTRUCTION PROCESS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A1.4 Scale 1/8”=1’


ALL GLULAMS TO STAY 1’0” (WIDE) AND 1’-6” (DEEP) ACCORDING TO LONGEST AXIS

1 A5.1

FOOTER-GLULAM CONNECTION MUST ALWAYS BE @ MIN. 6” ABOVE GRADE

CONSTRUCTION PROCESS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A1.5 Scale 1/8”=1’


CHANNEL JOISTS AT 4’-0” O.C.

2 A7.2

CONSTRUCTION PROCESS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A1.6 Scale 1/8”=1’


2X4 BOARDS AS SECONDARY STRUCTURE @ 24”O.C.

CONSTRUCTION PROCESS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A1.7 Scale 1/8”=1’


1-A5.2

2-A5.2

2” CORRUGATED METAL DECKING FOR ENCLOSED SPACES *DECKING FASTENED TO CHANNELS BELOW

CONSTRUCTION PROCESS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A1.8 Scale 1/8”=1’


2” WOOD DECKING STRIPS PERP. TO 2X4 SECONDARY STRUCT. KEEP IN A SIMILAR STYLE TO BLACKWELL CONTEXT

CONSTRUCTION PROCESS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A1.9 Scale 1/8”=1’


1 A6.1

2 EL 6’-2” V LE .F. 1 .F T.O L 1 6” VE R. 3’E L .ST T.O DE

A GR 0” 0’-

POURED IN PLACE CONCRETE W/ INSULATION AND F.F.

CONSTRUCTION PROCESS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A1.10 Scale 1/8”=1’


1 A6.1

1 A6.2 2X6 STUD WALL 2X6 DOUBLE HEAD PLATES

WALLS FOLLOW INTERIOR SHAPE OF GLULAM FRAME

2 EL 6’-0” V LE .F. 1 .F T.O L1 ” VE . 4’-0 E L .F.F T.O A GR 0” 0’-

DE

2X6 DOUBLE FLOOR PLATES NAILED INTO POURED CONCRETE SLAB

CONSTRUCTION PROCESS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A1.11 Scale 1/8”=1’


4X8 SHEETS OF FINISH GYP. AND OSB

3’-6” x 7’-6” DOORWAY

4X8 SHEETS OF FINISH GYP. AND OSB

3 A7.3

“T” INSETS TO HOLD ALL SKIN MATERIALS. PINNED INTO GLULAM

D1/4” PINS TO HOLD “T” INSETS IN PLACE EVERY 24” O.C.

CONSTRUCTION PROCESS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A1.12 Scale 1/8”=1’


2 A7.3

(3) HOLLOW SPANNING BEAM @ 4’ O.C. ANCHORED TO GLULAMS

(5) SECONDARY SPAN MEMBERS @ 4’ O.C. CONNECT TO GLASS MULLION SYSTEM

CONSTRUCTION PROCESS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A1.13 Scale 1/8”=1’


GLASS MULLION SYSTEM

EDGES SEALED WITH METAL CAPS AS FLASHING

EXT.METAL WEATHERPROOFING SKIN

VAPOR RESISTANT BARRIER 4” RIGID INSULATION

4X8 OSB SHEETS WARPED TO SHAPE

CONSTRUCTION PROCESS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A1.14 Scale 1/8”=1’


C

C

C

C

A 1

B

B A A

2

B

A

A

A

D

D

8

1

ROOM 102

A

B

EMPTY SPACE FOR UTILITIES AND STORAGE

B

ROOM 103

ROOM 101

7

3

2” WOOD DECKING STRIPS

D

D

9

11

10

Plan 1.1 1/8" = 1'-0"

No.

ARCHIVE + MECHANICAL

Description

Date

PLAN 1.1 Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A2.1 Scale 1/8”=1’


2” WOOD DECKING STRIPS

C

C

C

C

4 B

B

B

ROOM 104

A

B

A

A

D

11 EMPTY SPACE FOR UTILITIES AND STORAGE

1

D

12

A

A

D

13

D

14

15

Plan 1.2 1/8" = 1'-0"

No.

LIBRARY

Description

Date

PLAN 1.2 Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A2.2 Scale 1/8”=1’


C

2” WOOD DECKING STRIPS

C C B

B

5

B

ROOM 201

A

C

C

A A

16

ROOM 202

A D

A

6

A

A

17 EMPTY SPACE FOR UTILITIES AND STORAGE

1

D D

D

D

19

18

21

20

Plan 1.3 1/8" = 1'-0"

No.

GALLERY + STORAGE

Description

Date

PLAN 1.3 Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A2.3 Scale 1/8”=1’


2” WOOD DECKING STRIPS C

C C C B

7

B

DN

A A

ROOM 105

B

A 8

A

ROOM 106

9 A

A

20

21

22

WARPED WOOD WALL

D

23

EMPTY SPACE FOR UTILITIES AND STORAGE

1

A

D D

A

ROOM 107

24

Plan 1.4 1/8" = 1'-0"

No.

LAB + RESTROOMS

Description

Date

PLAN 1.4 Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A2.4 Scale 1/8”=1’


*WALL TYPES ON A6.1-A6.5 & A7.3 25’-0” O.C.

25’-0” O.C.

3 A7.3

2” WOOD DECKING STRIPS

25’-0” O.C.

C

25’-0” O.C.

C

C

C

C2 B

A

C2

11

B

ROOM 203

A

A

10

ROOM 204

A DN

A C

A

A

D

D

D

D

25

24

1

26

28

27

Plan 1.5 1/8" = 1'-0"

No.

PRIVATE LIVING

Description

Date

PLAN 1.5 Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A2.5 Scale 1/8”=1’


LOAD BEARING MEMBERS MUST HAVE INNER METAL PIECE BOLTED IN PLACE

1

FRAME 24 STRUCTURE 1/10" = 1'-0"

2

FRAME 25 STRUCTURE 1/10" = 1'-0"

3

FRAME 26 STRUCTURE 1/10" = 1'-0"

M.2.1 - UNOCCUPIED SPACE FOR UTILITIES

4

FRAME 27 STUCTURE 1/10" = 1'-0"

1 A5.1

5

FRAME 28 STRCTURE 1/10" = 1'-0"

FRAME LAYOUTS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A3.1


(50) 3/4” DIA. CABLE TIGHTENED FOR ADDED LATERAL BRACING CABLE USED AS HAND EDGE BARRIER *ALL WIRES MUST MAINTAIN A SPACING OF 4” O.C. FOR BARRIER EDGE*

(20) 3/4” DIA. CABLE

(40) 3/4” DIA. CABLE

1 A6.3

1 A7.3

PERFORATE “T” INSETS FOR WIRE SKIN @ 4” O.C.

EXTERNAL SKIN LAYOUT Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A4.1 Scale 1/8”=1’


7-A4.4 SEE 1-A6.5 DETAIL

8-A4.4

VEGETATION WALL FRAMING

6-A4.4

5-A4.4

4-A4.4

1-A4.4

2-A4.4

3-A4.4

EXTERNAL SKIN LAYOUT Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A4.2 Scale 1/8”=1’


7-A4.4 SEE 1-A6.5 DETAIL

8-A4.4

VEGETATION WALL FRAMING

6-A4.4

5-A4.4

4-A4.4

1-A4.4

2-A4.4

3-A4.4

EXTERNAL SKIN LAYOUT Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A4.3 Scale 1/8”=1’


5 A7.1

1 A6.5

1

SKIN ELEVATION 1/8" = 1'-0"

2

SKIN ELEVATION 1/8" = 1'-0"

3

SKIN ELEVATION 1/8" = 1'-0"

4

SKIN ELEVATION 1/8" = 1'-0"

5

SKIN ELEVATION 1/8" = 1'-0"

6

SKIN ELEVATION 1/8" = 1'-0"

7

SKIN ELEVATION 1/8" = 1'-0"

8

SKIN ELEVATION 1/8" = 1'-0"

EXTERNAL SKIN LAYOUT Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A4.4 Scale: 1/8”=1’


2 A7.1 ALL GLULAMS TO STAY 1’0” (WIDE) AND 1’-6” (DEEP) ACCORDING TO LONGEST AXIS

17'-9"

“T” INSETS FOR WIRE, VEGETATION AND CURTAIN WALL EDGES

17'-6 1

/4"

/2"

.6

13'-9 1

3∞

1/4” METAL PLACES BOLTED TO GLULAM

1 A7.3

25'-11 1/4"

18'-0 1/4"

25'-7 1/2"

3'-6"

21'-4 3/4"

94

103

.94

3.

12

. 96

10'-0" 10

8∞

120.94∞

.8

3"

8'-

83

59

. 99

1 A7.2

9'-7 1/4"

"

2∞

1 6.

3/4 '-11

9

6

20'-6 1/4"

0.9 4∞

4'-3 1/2"

12

5'-2 1/2"

7∞

18'-2 1/4"

78

.8

14'-4"

LOAD BEARING MEMBERSMUST HAVE INNER METAL PIECE BOLTED IN PLACE

69

9.59∞

6.12∞

FRAME 27 DIMENSIONS 1/4" = 1'-0"

8∞

1

3∞

0∞ 0.51∞

.8

83

.0

.2 89

90

GRADE 0’-0”

EXPLODED AXONS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A5.1


13'-10 1/2"

1'-3"

4 1/2"

6"

6"

25'-0"

25'-0"

6"

6"

1'-9 3/4"

16'-7 1/4"

5'-6 3/4" 16'-11 1/2"

1

ROOM 204 FLOOR PLATE DIMENSIONS 1/4" = 1'-0"

11'-5 1/4" 17'-0"

2

ROOM 203 FLOOR PLATE DIMENSIONS 1/4" = 1'-0"

METAL DECKING Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A5.2


11'-11 3/8" 11'-8 1/16" 11'-4 11/16" 11'-1 5/16" 10'-10" 10'-6 5/8" 10'-3 5/16" 10'-0"

11'-11 1/16"

3'-3 13/16"

DOUBLE HEAD PLATE 2X6’S

6” BATT INSULATION BETWEEN STUDS 3/4” REVEAL ON FINAL FINISH MATERIALS DOUBLE FLOOR PLATE 2X6’S 2” F.F. WOOD PANELS 2” RIGID INSULATION W/ SUPPORTS FOR F.F. 4” CONCRETE SLAB ON METAL DECKING

ALL 18” O.C. 1

WALL TYPE “A” - STRAIGHT STUD WALL 1/2" = 1'-0"

WALL SECTIONS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A6.1


1 6” BATT INSULATION

2

3

4

ALL 2X6 STUDS @ 18” O.C.

5

6

7

8

5/8” GYP. BOARD SHEETS WARPED TO FORM

9

10 11

12 13 14 15 16

*USE DOUBLE HEADER & FOOTER 2X6’S AS ALIGNING GUIDE FOR PLACEMENT

93

12

∞ 41

. 94

13

7 .8

94

14

4∞

3

. 95

15

2 .8

95

16

∞ 33

.

96

5∞

.8

96

8'-3 3/4"

11

7 .9

"

. 93

3/4” OSB SHEETS W/ VAPOR BARRIER SKIN APPLIED

8'-5 11/16

9

10

∞ 55

8'-7 9/16"

4∞

1 3.

8'-9 1/2"

4∞

.7

92

9

2” RIGID INSULATION

8'-11 7/16"

.3

92

8

9'-1 1/4"

9

7

6∞

9'-3 3/8"

1.

78

. 82

0∞

.3

83

0∞

.8

9∞

.2

83

84

6∞ .7

84

21

. 85

5∞ .6

85

7∞

.0 86

8∞

.8

8 .4

86

86

7 .2 87

4∞

.6

87

0∞

.0 88

5∞ .3 88

∞ 69

WALL TYPE “A” - WARPED STUD WALL 1/2" = 1'-0"

6

∞ 98

9'-5 5/16"

91

10'-3 3/16"

10'-5"

5

2 .6

. 91

9'-7 1/4"

9

. 88

2∞

.0

89

1

4 ∞ 27

9'-9 1/4"

9 0.

10'-7"

10'-9 3/16"

9

3 3∞

0.

9'-11 1/16"

2

∞ 60

10'-1"

1

EXT.METAL WEATHER SKIN

WALL SECTIONS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A6.2


SEE 1-A6.4 A 4”X10” ROOF MULLION SYSTEM

B C

25'-0" 4'-5 1/2"

D

1'-2"

E

14'-6 1/2"

25'-4"

SEE 2-A6.4 1 2 3

1

2

3

4

5

6

4'-0"

4-6"

2"

4 5

4'-6"

4'-0"

4'-0"

4'-0"

6 6”X2” GROUND MULLION SYSTEM

1

WALL TYPE “B” - CURTAIN WALL 1/4" = 1'-0"

2

GAPS BETWEEN GLASS CLOSED WITH CLEAR SILICONE

WALL TYPE “B” - ELEVATION 1/4" = 1'-0"

WALL SECTIONS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A6.3


*USE LETTERED GLASS PIECES AS ALIGNING GUIDE FOR NUMBERED EXT. GLASS PANES GLASS PANES SIT 3/4” INTO MULLION SYSTEM A

B

D

E

6"

6"

5 3/4"

5 3/4"

10"

10'-6"

11'-0 1/2"

11'-6 3/4"

12'-1 1/2"

12'-8"

13'-4 1/4"

10'-6"

1

2

3

4

5

6

4'-6"

4'-0"

4'-0"

4'-0"

4'-0"

4'-6"

2"

11'-0 1/4"

11'-6 3/4"

12'-1"

2'-1 1/2"1'-10 1/2" 1'-7 3/4" 1'-5"

12'-7 1/2"

2'-7"

6 3/4"

2'-2 3/4"1'-11 1/2" 1'-8 1/4" 1'-5" 6 3/4"

2'-6"

C

6 1/4"

1

6 1/4"

6 1/4"

WALL TYPE “B” - ELEVATION 1/4" = 1'-0"

6 1/4" 6 1/4"

2

WALL TYPE “B” - ELEVATION 1/4" = 1'-0"

WALL SECTIONS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A6.4


PRIMARY CHANNELS SECONDARY CHANNELS

27'

-8

1/4

*PRIMARY AND SECONDARY CHANNELS WARPED TO OUTER FRAMES AND SCREWED IN PLACE

"

18'-7"

19'-3"

4 A7.1

25'-1 1 1/4

6'-7 3/4"

1'-7 3/4"

3'-1 3/4"

25'-0 1/2"

9'-1 3/4"

10'-11 1/4"

12'-7 1/4"

14'-6"

10'-1 1/4"

16'-3 3/4"

"

3 A7.1

4'-2" 25'-0"

1

WALL TYPE “D” - VEGETATION WALL STRUCTURE 3/8" = 1'-0"

WALL SECTIONS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A6.5


1/2” STEEL WELDED 18”X12” GLULAM

0 1/2"

0 1/8"

1/4” METAL PLATE CONNECTOR

0 1/2"

“T” INSET FOR SKINS

2 7/8"

/4" 8"

" 6"

2 1/2"

2'-0"

2 1/2"

12'-0"

2 1/2"

11"

(4) D1-1/2” THREADED METAL TIES

6 1/2"

11"

2 1/2”

8"

1'-0"

18” GLULAM

2"

1"

VEGETATION SKIN CHANNEL PRIMARY 3 1-1/2" = 1'-0"

VEGETATION SKIN CHANNEL PRIMARY 4 2" = 1'-0"

11"

(4) D1-1/2” A325 BOLT

CONCRETE FOOTER

VEGETATION

DEPTH OF INSET GROOVE

1” ROOT SUPPORT 4" 1" 1 7/8"

4'-2"

3"

FOOTER CONNECTION DETAIL 1/4" = 1'-0"

2

GLULAM CONNECTION PLATE 1/4" = 1'-0"

HOOK FOR CHANNELS 1” WATER FILTRATION

4 1/8"

4”

1'-8"

4'-0"

1'-4"

3'-0"

1

2"

1'-11 3

2'-0 3/4

9”

D1-1/2” A325 BOLT

0 3/16"

0 1/2"

1'-6"

8"

D1-1/2” A325 BOLT

5

1” FRAMING BOX

VEGETATION PLANTER BLOCK 1/2" = 1'-0"

DETAILS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A7.1


6” EXTENTION INTO ADJACENT MEMBER (BOTH ENDS)

18” DEEP GLULAM

1” METAL PLATE CONNECTOR

1/2” STEEL PLATE

1 3/4"

3 9/16"

4"

1 1/2"

18” /2"

PRIMARY PATH CHANNEL CHANNEL FLUSH W/ TOP OF GLULAM

51

/2"

1"

51

3 3/8"

1'-3"

18” DEEP GLULAM D1-1/2” A325 BOLT

0 3/8"

10'-0"

7 15/16"

2

CHANNEL TO GLULAM CONNECTION 1/2" = 1'-0"

5”

1'-6"

94

7∞ .1

3.

89

10

5”

11 3/8"

9'-7 1/4"

1

METAL INSET FOR GLULAM 1/2" = 1'-0"

DETAILS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A7.2


D 3"

0 7/8"

“T” INSET

0 7/8"

8"

HANDRAIL DETAIL 1/2" = 1'-0"

4"

HOLLOW STEEL BEAM

4 3/4"

0 5/8"

6"

2 11/16"

(4) D1-1/2” A325 BOLT

1 1/2"

5 3/8"

5"

4”

NOTCH CUT IN GLULAM

4"

R.7/8” FOR 3/4” CABLE ONLY WHERE WIRE IS NEEDED

4"

2 1/2"

1

2 1/2"

1 3/4"

8"

1'-0"

42"

GLULAM

2 11/16"

1/2” STEEL PLATE WELDED

10"

1/2” STEEL PLATE

1'-0"

42"

48"

HANDRAIL SUPPORT MIMICS “T” INSET

D1-1/2” A325 BOLT

4" O.C.

METAL PIPE GUARDRAIL METAL PIPE HANDRAIL

D 7/8"

2 3/8"

D 3/4"

1 1/2"

1 1/2"

D 1 1/2"

2

CEILING SPAN CONNECTION TO GLULAM 1" = 1'-0"

0 1/4"

3

“T” INSET SKIN CONNECTOR 1" = 1'-0"

DETAILS 2 1/2” 6 1/2"

Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A7.3


FIRE ESCAPE ROUTE

LIFE SAFETY Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

A8.1


KEY ELECTRICAL WATER AIR

BUILDING UTILITIES RUN THROUGH UNOCCUPIED OPENINGS UNDER PATHWAYS

BUILDING SYSTEMS Project number Date Drawn by Checked by

001 11/22/2013 Nick Dodge

M2.1


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