Jesse McClain Master's Portfolio 2014

J E S S E M C C L A I N

S A M P L E S

C O V E R P A G E R A N C H O R G A N I C G A R D E N I N G

I N T E R N S H I P R E V I T D R A W I N G S

I N T E R N S H I P C O N C E P T U A L G R A P H I C W O R K

P A R T N E R E D E V O L O C O M P E T I T I O N E N T R Y

C O N C E P T U A L S K E T C H I N G A N D M O D E L B U I L D I N G

2 0 1 3 T E A M K E N T U C K I A N A S O L A R D E C A T H L O N R E N D E R I N G S

S T U D I O P R O J E C T S A N D A C C O M P A N Y I N G B O A R D S

C N C M I L L I N G , W I R I N G , A N D L A M P C O N S T R U C T I O N

F A B R I C A T I O N P I E C E S

M A S T E R ’ S T H E S I S F I N A L P R O J E C T

50' -

9"

8' - 0" 20' - 8"

NORTH NORTH

DUGOUT PLAN - BASE BID DUGOUT PLAN - ALTERNATE

STORAGE102

DUGOUT101

9'-3"

41'-6

"

STORAGE102

STORAGE103

EQEQ

DUGOUT10150

'-9"

1'-4"

11'-9

"12

'-4"

12'-4

"3'-

9"

1'-4"

11'-9

"12

'-4"

12'-4

"11

'-9"

1'-4"

102A

102B 101A

102B

103B

103A

102A

61600-261600-242000-1

61600-261600-242000-1

61600-161600-1

120000-2

120000-1

51200-1

33000-1

61000-161000-1

51200-1

33000-1

42000-161000-242000-1

120000-2

120000-1

2'-6" 8'-0" 5'-10" 3'-0" 1'-4"3'-8" 3'-0" 1'-4"

2'-8" 8'-0" 10'-0"

SCALE: 1/4" = 1' SCALE: 1/4" = 1'

SEE

SCHE

DUL E

DOOR

HEI

GHT

4"

2"SEE SCHEDULE

DOOR WIDTH 2"

1

SEE SCHEDULEDOOR WIDTH

SEE

SCHE

DUL E

DOOR

HEI

GHT

DOOR ELEVATIONS

SEE

SCHE

DUL E

DOOR

HEI

GHT

SEE SCHEDULEDOOR WIDTH

OHD F

Engineering Resources, Inc. and were created,

project. None of the concepts, ideas, designs,plans, or details shall be used or dissemination

written permission of Engineering Resources, Inc.

developed, and presented for use on this specific

of any data heron may be made without the

as shown on this document are the sole propertyThe concepts, ideas, designs, plans and details

Model

BASE

BALL

DUG

OUT

REPL

ACEM

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& ST

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NATE

- 20

12

Fort

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R E V I S I O N SDESCRIPTION

9/6/2012

DATE

CAD FILE

PLOT SCALEDRAWN BYPLOT DATE

2768-TITLEBLOCK

ERISEE DRAWING

FLOOR PLANS

A.1

KEYNOTES - A.1 - FLOOR PLAN33000-1 EDGE OF SLAB, SEE STRUCTURAL.42000-1 CMU WALLS IN THIS ROOM SHALL NOT BE PAINTED.51200-1 STEEL PIPE COLUMN, SEE STRUCTURAL. PAINT.61000-1 PAINT EXPOSED WOOD JOIST + DECK ABOVE61000-2 EXPOSED WOOD JOIST + DECK CEILING IN THIS ROOM SHALL NOT BE PAINTED.61600-1 19/32" PRESSURE TREATED T1-11 PLYWOOD SIDING INSTALLED AS A CEILING ON UNDERSIDE OF

WOOD TRUSSES. PAINT WHITE.61600-2 19/32" PLYWOOD INSTALLED AS A CEILING ON UNDERSIDE OF WOOD TRUSSES. PAINT WHITE.

120000-1 PRESSURE TREATED WOOD BENCH TO MATCH EXISTING BENCH IN HOME DUGOUT.120000-2 PRESSURE TREATED PLYWOOD CUBBIES TO MATCH EXISTING CUBBIES IN HOME DUGOUT.

DOOR SCHEDULE - BASE BIDDOOR FRAME HEAD/

JAMBFIRE

RATING COMMENTSNO. W H MAT. ELEV. MAT. ELEV.102A 3' - 0" 7' - 0" HM F STL 1 BASE102B 3' - 0" 7' - 0" HM F STL 1 BASE

DOOR SCHEDULE - ALTERNATEDOOR FRAME HEAD/

JAMBFIRE

RATING COMMENTSNO. W H MAT. ELEV. MAT. ELEV.101A 3' - 0" 7' - 0" HM F STL 1 ALT102A 3' - 0" 7' - 0" HM F STL 1 ALT102B 8' - 0" 7' - 4" N/A N/A ALT103A 3' - 0" 7' - 0" HM F STL 1 ALT103B 8' - 0" 7' - 4" N/A N/A ALT

DOOR SCHEDULE COMMENTS

1 ALL DOORS + FRAMES SHALL BE GALVANIZED.2 OHD'S SHALL BE PRE-FINISHED. MAN DOORS AND FRAMES SHALL BE FIELD PAINTED.3 PROVIDE 1x4 CEDAR TRIM AT OHD WALL OPENING JAMBS + HEAD, PAINTED.

GENERAL CONSTRUCTION NOTES

1 CONFIRM ALL DIMENSIONS WITH STRUCTURAL DRAWINGS.MASONRY DIMENSIONS SHOWN HERE ARE NOMINAL.

2 ALL EXPOSED MATERIALS (EXCLUDING FLOOR BENCHES +CUBBIES) INSIDE DUGOUT 101 SHALL BE PAINTED. THISINCLUDES WALLS, CEILINGS WHERE APPLICABLE, JOISTS,WOOD DECKING, SILL PLATES, COLUMNS, COLUMNBASEPLATES + TOP PLATES, BEAMS, DOORS + FRAMES,ETC.

DOOR SCHEDULE COMMENTS

1 ALL DOORS + FRAMES SHALL BE GALVANIZED.

OHD

OHD

N/A

N/A

SCALE: 1/4" = 1'-0"

Frame Elevation

SCALE: 1/4" = 1'-0"

Door Elevations

T.O. Slab100' - 0"

51200-1

61000-4

61000-3

42000-4

T.O. Slab100' - 0"

74600-1

51200-1

61000-4

T.O. Slab100' - 0"

Low Joist Bearing107' - 0"

3

12 High Joist Bearing109' - 0"

T.O. Slab100' - 0"

T.O. Truss114' - 0"

Truss Bearing108' - 4"

3.24

12

81113-2

T.O. Slab100' - 0"

Low Joist Bearing107' - 0"

High Joist Bearing109' - 0"

T.O. Slab100' - 0"

T.O. Truss114' - 0"

Truss Bearing108' - 4"

T.O. Slab100' - 0"

73100-1

61000-3

42000-4

T.O. Slab100' - 0"

81113-181113-1

42000-4

73100-1

61000-3

Engineering Resources, Inc. and were created,

project. None of the concepts, ideas, designs,plans, or details shall be used or dissemination

written permission of Engineering Resources, Inc.

developed, and presented for use on this specific

of any data heron may be made without the

as shown on this document are the sole propertyThe concepts, ideas, designs, plans and details

Model

BASE

BALL

DUG

OUT

REPL

ACEM

ENT

& ST

ORAG

E BU

ILDI

NG A

LTER

NATE

- 20

12

Fort

Way

ne C

ampu

sIn

dian

a Un

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R E V I S I O N SDESCRIPTION

9/6/2012

DATE

CAD FILE

PLOT SCALEDRAWN BYPLOT DATE

2768-TITLEBLOCK

ERISEE DRAWING

ELEVATIONS

A.4

KEYNOTES - A.4 - EXTERIOR ELEVATION42000-4 CMU WALLS. SEE STRUCTURAL. PAINT.51200-1 STEEL PIPE COLUMN, SEE STRUCTURAL. PAINT.61000-3 WOOD FASCIA. PAINT.61000-4 WOOD BEAM. SEE STRUCTURAL. PAINT.73100-1 SHINGLE ROOF74600-1 19/32" PRESSURE TREATED T1-11 PLYWOOD SIDING.

INSTALL WITH GROOVES IN A VERTICAL ORIENTATION.PAINT.

81113-1 FRAMES HAVE A 4" HEAD, MAKING THEM 7'4" HIGHOVERALL.

81113-2 OVERHEAD DOOR. SEE SCHEDULE.

SCALE: 1/4" = 1'-0"2 Elevation East- Base BidSCALE: 1/4" = 1'-0"6 Elevation East - Alternate

SCALE: 1/4" = 1'-0"3 Elevation South - Base BidSCALE: 1/4" = 1'-0"7 Elevation South - Alternate

SCALE: 1/4" = 1'-0"4 Elevation North - Base BidSCALE: 1/4" = 1'-0"8 Elevation North - Alternate

SCALE: 1/4" = 1'-0"1 Elevation West - Base BidSCALE: 1/4" = 1'-0"5 Elevation West - Alternate

GENERAL ELEVATION NOTES1 ALL PAINT COLORS SHALL MATCH EXISTING

HOME DUGOUT.

01 Main Level100' - 0"

04 Warehouse Roof123' - 3"

G

A6.21

A6.22

A6.211

A6.23

WAREHOUSE155

2' - 9

"2'

- 10"

3' - 0

"3'

- 0"

3' - 0

"2'

- 10"

2' - 1

0"3'

- 0"

34500-5

42113-372100-161600-4

92216-5

92900-192900-1

92216-5

92900-192216-5

34500-5

42113-3

72100-1

61600-4

1' - 6"



W9

A6.23

Sim

A6.22

Sim

A6.211

Sim

34500-5

42113-3

72100-1

61600-4

92216-5

92900-192900-1

84113-1

2' - 9

"2'

- 10"

3' - 0

"3'

- 0"

3' - 0

"5'

- 8"

3' - 0

"

A6.21

Sim

1' - 6"


02 Second Level114' - 8"

03 Office Roof129' - 4"


ED.8

A6.215

A6.213

5 1/2" 6"

A6.214

MECHANICAL207

TEST LAB152

VESTIBULE111

92900-192900-1

92216-5

92900-192900-1

95123-2

92900-192900-1

92900-192900-1

92216-5

61600-4

92216-5

61600-4

72419-1

51200-1

1' - 3"

1' - 5

"4'

- 8"

3' - 0

"

1' - 0" 2' - 2"

75323-3




12

A6.110

A6.111

A6.19

QUALITY MGR.119

CEO221

1' - 6

"1'

- 6"

1' - 5

"1'

- 5"

1' - 5

"1'

- 5"

1' - 6

"1'

- 6"

1' - 6

"1'

- 6"

10' -

2"1'

- 6"

1' - 6

"1'

- 6"

1' - 6

"1'

- 6"

34500-5

84413-1

107113-1

34500-5

84413-1

107113-1

84413-1

84413-1

76200-1

95123-2

95123-2

1' - 10"

1' - 1"

1' - 6 1/4"

SHEET

TITLE

DATE PROJECT

All concepts, ideas, designs, plans and details as shown on thisdocument are the sole property of Design Collaborative, Inc.,and shall not be used for any purpose without their expressedwritten consent. The owner shall be permitted to retain copiesfor information and reference.

CERTIFICATION

200 East Main Street - Suite 600Fort Wayne, Indiana 46802

PH 260.422.4241FX 260.422.4847

designcollaborative.com

11/19/2012 2011.0157

4640

Hil le

gas

Roa

dFo

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,In d

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11/2

8/20

12 6

:59:

18 P

M

A5.2

Wall Sections

KEYNOTES - A5 - WALL SECTION34500-5 PRECAST PANELS SECURED TO STRUCTURAL SUPPORT BACKUP.42113-3 1" MIN. AIR SPACE, FREE OF MORTAR DROPPINGS.51200-1 STEEL BEAM, SEE STRUCTURAL.61600-4 1/2" "DENS-GLAS" SHEATHING WITH TAPED JOINTS72100-1 3" RIGID EXTRUDED POLYSTYRENE INSULATION.72419-1 3" EIFS SYSTEM SECURED TO SUBSTRATE PER MFRS. RECOMMENDATIONS.75323-3 2 LAYERS OF 2" MINIMUM RIGID POLYISOCYANURATE INSULATION (STAGGERED 6" MIN). BASE LAYER

MECHANICALLY FASTENED; SUBSEQUENT LAYERS ADHERED.76200-1 PREFINISHED METAL FASCIA SYSTEM.84113-1 THERMALLY BROKEN ALUMINUM WINDOW SYSTEM. BASIS OF DESIGN - "KAWNEER TRI-FAB 451-T

SYSTEM".84413-1 THERMALLY BROKEN ALUMINUM CURTAINWALL SYSTEM. BASIS OF DESIGN - "KAWNEER 16OO WALL

SYSTEM". SEE FRAME ELEVATIONS FOR GLASS TYPES. 2 1/2" X 7 1/2"92216-5 6" METAL STUDS, 20 GA. @ 16" O.C. SECURE TO STRUCTURE ABOVE WITH DEFLECTION CONTROL

FRAMING SYSTEM.92900-1 5/8" GYPSUM BOARD, TYPICAL95123-2 2X2 ACT SYSTEM

107113-1 EXTERIOR MOTORIZED BLINDS233113-1 HVAC SUPPLY OR RETURN DUCT, SEE MECHANICAL.

SCALE: 3/4" = 1'-0"2 Warehouse @ High ClearstorySCALE: 3/4" = 1'-0"3 Warehouse @ Low Clearstory

SCALE: 3/4" = 1'-0"4 Warehouse @ ConnectorSCALE: 3/4" = 1'-0"1 Office @ Corner

No. Description Date

D

72419-1

76200-8

75423-1

61600-472726-1

92216-7

51200-1

51200-3

72100-11

75423-3

77100-4

92900-192900-110 3/4"

1' - 3"

51200-4

128' - 6"Top of Beam


A

61000-1

75423-4

75323-3

34500-5

51200-4

79200-2

42113-372100-1

61000-4

51200-1

51200-2

51200-3

34500-6

72726-1

95110-1

51200-6

76200-1

1' - 5"

92216-6

92216-6

92216-5

61000-192900-8

76200-6

8" 9"

134' - 2 3/8"Top of SteelVaries

135' - 4"Top of Parapet

1' - 2 5/8"

75423-1

92900-9

D

77100-1

61000-1

72419-1

61600-4

75423-4

75423-1

51200-3

75423-3

51200-2

51200-1

92216-7

92216-5

10 1/8"

1' - 3"

79200-2 135' - 4"Top of Parapet



G

92216-7

51200-251200-1

92900-192900-192216-792216-7

92216-5

34500-5

72100-161600-4

51200-5

76200-1

75423-1

51200-3


34500-5

42113-3

72100-1

61600-4

92900-192900-1

51200-3

51200-2

51200-1

92216-7

92216-5

95123-2

79200-251200-4

76200-1

75423-4

1' - 1 3/4"

6"7 3/4"

127' - 0"

92216-7

125' - 8"Top of Steel

Top of Parapet

75323-3


6"4 3/4"7 1/4"

1' - 6"

SEE 1/A6.2FOR TYPICAL NOTES

B

6"10"

1' - 4"

77100-4

76200-10

92216-6

92216-4

72100-1

72100-1

92900-192900-1

42113-3

51200-4

51200-4

51200-4

51200-5

95123-2

233113-3

51200-1

125' - 8"Top of SteelVaries

79200-3


B

34500-5

76200-1

51200-3

51200-2

51200-1

92900-192900-1

72100-1

61600-4

75423-4

79200-2

51200-5

61000-1

1' - 4"


6"10"


G1' - 6"

96513-1

92216-7

33000-3

72100-3

6" 4 3/4" 7 1/4"

76200-9

72726-1

33000-2

33000-5

61600-4

92900-192900-1

G1' - 6"

84113-1

64610-1

92216-5

92900-192900-1

34500-5

72100-172726-1

61600-4

5 3/4" 1' - 0 1/4"

92216-5

SLOPE PRECASTSILL

ED.8

4 1/4" 7 1/4" 3 1/2"

1' - 3" 1' - 11"

3' - 2"

61600-4

54000-251200-1

72726-1

61000-1

61000-6

77100-9

92900-192900-1

61000-1

76200-6

61000-661000-6

61600-261600-2

72100-10

61600-1

72419-1

77100-4

75423-1

72726-1

51200-4

79500-2


D.8

11 1/2" 3 1/2"

1' - 3"

72419-1

61600-4

92216-5

77100-1

61000-1

75423-3

61600-2

51200-3

51200-1

51200-1

34500-6

92216-7

51200-4

75423-1

75423-1

132' - 4"

127' - 10"

79200-2

Top of Parapet

Top of SteelVaries


D.8

1' - 0"

92216-7

61600-492900-192900-1

96513-1

33000-4

51200-4

51200-151200-1

92216-5

4 1/4" 7 3/4"


B

76200-1

34500-5

72100-1

61600-4

42113-351200-2

51200-1

92900-192900-1

92216-6

79200-251200-5

75423-4

75423-1

1' - 4"

6"10"


75323-3

79200-2

G

1' - 6"

92900-1

34500-5

34500-5

61600-472100-1

92216-5

6" 4 3/4" 7 1/4"

92900-1

79200-2

79200-1

79200-2

84113-1

72726-1

61000-1

SHEET

TITLE

DATE PROJECT

All concepts, ideas, designs, plans and details as shown on thisdocument are the sole property of Design Collaborative, Inc.,and shall not be used for any purpose without their expressedwritten consent. The owner shall be permitted to retain copiesfor information and reference.

CERTIFICATION

200 East Main Street - Suite 600Fort Wayne, Indiana 46802

PH 260.422.4241FX 260.422.4847

designcollaborative.com

11/19/2012 2011.0157

4640

Hil le

gas

Roa

dFo

rtW

ayne

,In d

ian a

11/2

9/20

12 8

:42:

19 A

M

A6.2

Enlarged Details

SCALE: 1 1/2" = 1'-0" Reference: 2 / A4.39 Office @ Connector RoofSCALE: 1 1/2" = 1'-0" Reference: 2 / A4.36 Parapet at Entrance

SCALE: 1 1/2" = 1'-0" Reference: 2 / A4.310 Parapet @ Office to Connector

SCALE: 1 1/2" = 1'-0" Reference: 2 / A5.211 Parapet @ West Wall of W.H.

SCALE: 1 1/2" = 1'-0" Reference: 3 / A8.25 East Parapet @ Unit A North Stair

SCALE: 1 1/2" = 1'-0" Reference: 3 / A8.24 Foundation @ Unit A North Stair

SCALE: 1 1/2" = 1'-0" Reference: 3 / A8.27 Unit A North Stair Roof/Wall

SCALE: 1 1/2" = 1'-0" Reference: 3 / A8.28 East Parapet @ Unit A

SCALE: 1 1/2" = 1'-0" Reference: 2 / A5.21 Foundation @ W. Wall of W.H.

SCALE: 1 1/2" = 1'-0" Reference: 2 / A5.22 Storefront Sill @ W.H. West Wall

SCALE: 1 1/2" = 1'-0" Reference: 4 / A5.214 Connector at EIFS Detail

SCALE: 1 1/2" = 1'-0" Reference: 4 / A5.215 Parapet at Connector Detail

SCALE: 1 1/2" = 1'-0" Reference: 4 / A5.213 Second Level at Connector

SCALE: 1 1/2" = 1'-0" Reference: 5 / A8.112 East Parapet @ Unit A South Stair

SCALE: 1 1/2" = 1'-0" Reference: 2 / A5.23 Storefront Head @ W.H. West Wall

KEYNOTES - A6 - DETAIL33000-2 REINFORCED CONCRETE SLAB ON GRADE OVER 15 MIL

PLASTIC VAPOR BARRIER W/ TAPED JOINTS, OVERENGINEERED FILL. SEE STRUCTURAL FOR COMPLETESLAB DESCRIPTION.

33000-4 REINFORCED CONCRETE SLAB ON METAL DECK, SEESTRUCTURAL.

33000-5 COMPACTED GRANULAR FILL, SEE STRUCTURAL.34500-5 PRECAST PANELS SECURED TO STRUCTURAL SUPPORT

BACKUP.34500-6 PRECAST REVEAL, SEE TYPICAL DETAILS42113-3 1" MIN. AIR SPACE, FREE OF MORTAR DROPPINGS.51200-1 STEEL BEAM, SEE STRUCTURAL.51200-2 STEEL JOIST, SEE STRUCTURAL.51200-3 STEEL DECK, SEE STRUCTURAL.51200-4 STEEL ANGLE, SEE STRUCTURAL.51200-5 STEEL BENT PLATE, SEE STRUCTURAL.51200-6 STEEL TUBE, SEE STRUCTURAL.54000-2 6" METAL STUDS, 18 GA. @ 16" O.C. TOP TRACK TO BE

DEFLECTION TRACK. SEE STRUCTURAL61000-1 2x WOOD BLOCKING. SECURE TO SUBSTRATE.61000-4 2X4 WOOD STUDS AT 16" O.C.61000-6 2X8 WOOD BLOCKING, SECURE TO SUBSTRATE61600-1 1/2" PLYWOOD SHEATHING, EXTERIOR GRADE61600-2 5/8" PLYWOOD SHEATHING, EXTERIOR GRADE61600-4 1/2" "DENS-GLAS" SHEATHING WITH TAPED JOINTS64610-1 1/2" SOLID SURFACE WINDOW STOOL.72100-1 3" RIGID EXTRUDED POLYSTYRENE INSULATION.

72100-10 2" RIGID INSULATION72100-11 BATT INSULATION R-19 MIN.72419-1 3" EIFS SYSTEM SECURED TO SUBSTRATE PER MFRS.

RECOMMENDATIONS.72726-1 FLUID APPLIED VAPOR RETARDING AIR BARRIER

APPLIED TO ALL EXTERIOR WALL SURFACES, SEESPECIFICATIONS

75323-3 2 LAYERS OF 2" MINIMUM RIGID POLYISOCYANURATEINSULATION (STAGGERED 6" MIN). BASE LAYERMECHANICALLY FASTENED; SUBSEQUENT LAYERSADHERED.

75423-1 SINGLE PLY ROOFING MEMBRANE SYSTEM.75423-3 2 LAYERS OF 2" MINIMUM RIGID POLYISOCYANURATE

INSULATION (STAGGERED 6" MIN).75423-4 RIGID BOARD INSULATION CANT STRIP, SLOPE MIN 6:12.76200-1 PREFINISHED METAL FASCIA SYSTEM.76200-6 METAL TRIM76200-8 METAL FLASHING EXTENDED BEHIND

COUNTERFLASHING76200-9 FILL WITH GROUT

76200-10 METAL FLASHING77100-1 PREFINISHED METAL COPING SYSTEM, SINGLE SLOPE.

SNAP-ON OVER METAL CLEAT SECURED TOSUBSTRATE, INCLUDING EXPANSION CLOSURE AT EACHJOINT. REFER TO "SMACNA DETAIL 3.4 SERIES.

77100-4 TWO PIECE, PRE-FINISHED METAL COUNTERFLASHINGSYSTEM. REFER TO "SMACNA DETAILS 4.4; 4.5; 4.6SERIES.

77100-9 BELLOWS TYPE EXPANSION JOINT79200-1 JOINT AOUND PERIMETER OF EXTERIOR OPENINGS

WITH SEALANT AND BACKER ROD, TO BE CONTINUOUSAROUND PERIMETER, EXTERIOR & INTERIOR.

79200-2 CONTINUOUS SEALANT, TYPICAL79200-3 CONTINUOUS JOINT SEALANT.79500-2 CONTINUOUS FLEXIBLE SEAL ROOF-TO-WALL

EXPANSION JOINT SYSTEM, SEE DETAIL FOR WIDTH.BASIS OF DESIGN - "CONSTRUCTION SPECIALTIESBRJW-200/300"

84113-1 THERMALLY BROKEN ALUMINUM WINDOW SYSTEM.BASIS OF DESIGN - "KAWNEER TRI-FAB 451-T SYSTEM".

92216-4 3-5/8" METAL STUDS, 20 GA. @ 16" O.C. SECURE TOSTRUCTURE ABOVE WITH DEFLECTION CONTROLFRAMING SYSTEM.

92216-5 6" METAL STUDS, 20 GA. @ 16" O.C. SECURE TOSTRUCTURE ABOVE WITH DEFLECTION CONTROLFRAMING SYSTEM.

92216-6 3-5/8" METAL STUD TRACK, 16 GA. CONTINUOUS.92216-7 6" METAL STUD TRACK, 16 GA. CONTINUOUS.92900-1 5/8" GYPSUM BOARD, TYPICAL92900-8 SUSPENSION TEE92900-9 SUSPENSION ANGLE95110-1 SUSPENDED ACOUSTICAL CEILING PANEL SYSTEM.

SEE FINISH SCHEDULE FOR SIZE & LOCATIONS.95123-2 2X2 ACT SYSTEM96513-1 4" RESILIENT BASE, SEE FINISH SCHEDULE.

233113-3 MECHANICAL EQUIPMENT, SEE MECHANICALDRAWINGS FOR MORE INFORMATION

No. Description Date

L

U

UPPER AND LOWER

ATRIA

OPERATORS OF WASTE NETWORK

RESIDENTS OF TOWER

FINANCIAL OFFICES AS WALL STREET BRANCH

WASTE

TOW

ER

S

MIXED ORGANIC PAPER

J E S S E M C C L A I N

G R A D U A T I O N M A Y 2 0 1 4

MASTER’S DEGREE

ARCHITECTURE

BALL STATE UNIVERSITY

Documents

Jesse McClain Master's Portfolio 2014