jesse mcclain master's portfolio 2014
DESCRIPTION
ÂTRANSCRIPT
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
ENT
& ST
ORAG
E BU
ILDI
NG A
LTER
NATE
- 20
12
Fort
Way
ne C
ampu
sIn
dian
a Un
ivers
ity-P
urdu
e Un
ivers
ity
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
ivers
ity-P
urdu
e Un
ivers
ity
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"
01 Main Level100' - 0"
04 Warehouse Roof123' - 3"
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"
01 Main Level100' - 0"
02 Second Level114' - 8"
03 Office Roof129' - 4"
04 Warehouse Roof123' - 3"
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
01 Main Level100' - 0"
02 Second Level114' - 8"
03 Office Roof129' - 4"
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
rtW
ayne
,In d
ian a
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
03 Office Roof129' - 4"
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
134' - 4 1/8"Top of SteelVaries
04 Warehouse Roof123' - 3"
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
122' - 7 1/8"Top of SteelVaries
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
01 Main Level100' - 0"
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
03 Office Roof129' - 4"
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"
130' - 0"Top of Parapet
6"10"
01 Main Level100' - 0"
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
122' - 7 1/4"Top of SteelVaries
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
02 Second Level114' - 8"
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"
03 Office Roof129' - 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"
130' - 0"Top of Parapet
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