FALL 2021
PORTFOLIO VOL 2
VOL 0
GRANT POTEAT
My name is Grant Poteat and this is the total embodiment of my work for the fall of 2021. Architecture + Design is the true nature of what my past, present, and future is riveted within. With the absorption of knowledge through life experiences, insightful discussions, switching critique, and powerful pedagogical curriculum my understanding and passion for architecture + design has progressed to what it is today.
This collection of creative works consists of intense studies done at the School of Architecture at The Georgia Institute of Technology. with the advancement and seeking of knowledge through education + intense pedagogical studies, these selected works were developed with a passion for understanding, commitment, and captivation.
grant poteat 864 | 680 | 7901 mpoteat3@gatech.edu Copyright 2021 Grant Poteat
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segue
bridging the gap
palindromos
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7 - 12
13 - 18
light space modulator
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19 - 22
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corning museum of glass 23 - 24
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integrated building systems III 25 - 26
08
introverse monuments
law of attractors
braced frame
27 - 28
29 - 30
31 - 32
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1
fall 2021
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segue
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segue
the near future of architecture MUST contain radical architecture. Radical: of or having roots, meaning “going to the origin”. For architecture to become radical it must explore its past, present, and future role in sustaining its origins of oppression and systemic racism. it must practice an art of refusal against the long history of complicitness in architecture and urban design. it must un-write the history of architecture and Re-write the narrative going forward, bringing with it an attitude of indigeneity, inclusiveness, and democracy. What does it mean for a space to be democratic? Radical architecture must BRIDGE THE GAP from past racial transgressions and move forward to a more inclusive and equitable environment to allow freedom and access to all people. “THAT’S WHAT I’M INTERESTED IN: THE SPACE IN BETWEEN. THE MOMENT OF IMAGINING WHAT IS POSSIBLE AND YET NOT KNOWING WHAT THAT IS.” - Julie Mehretu
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bridging the gap
spring 2021
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9
bridging the gap
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bridging the gap
spring 2021
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palindromos
Radical Good Trouble. This was the mantra behind this semesters studio. Through our investigative research around the site and the history of civil rights in Atlanta, as well as the country, we used our new understanding and knowledge to explore and extend the ideas of social (in)justice, democracy, and civil disobedience at the scales of the city and of the building/site. For the studio we engaged in the research and identification of building programs that examined histories of a place and site; the need for democratic space for all voices; describes spaces of performance and living histories via architecture. We explored heavily how the urban landscape and architecture can act as sanctuary, refuge, stage, and performance and how it can be coalesced to develop places of multi-sensory reconciliation and action. Among many others I created a place of solace, a place of reflection, and a place of deep understanding, in hopes that any visitor would feel welcome and as they inhabited the space, leave on the other side a better, and more complete person.
fall 2020
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palindromos
fall 2020
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palindromos
Our studio began this semester by exploring how the architecture of public spaces may become democratically performative within a volume of space. This structure was to be encoded with the potentials for placemaking and shelter, supporting the informal social life for a public space. The goal was to create a space that was situated at a threshold between public and private spaces, potentially bridging to increase ambiguity or fluidity at this boundary. In addition, making every decision with the thought of how light can be shaped and manipulated to create different emotions inside of a space. From the beginning iterative studies that can be seen to the right, it was evident that there are endless possibilites, but it was important to hone designs to produce specific conditions within the space. the final product, I believe created not only a beautiful space but a democratically charged environment that served as a great starting point for the main studio project this semester.
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light space modulator
fall 2020
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light space modulator
22
35
4" POLISHED CONCRETE FLOOR - CIP 7" STRUCTURAL FLOOR SLAB - CIP
03
6" COLD FORMED METAL FRAMING STUDS
04
6" COLD FORMED METAL FRAMING TRACK
05
4' X 2" STRUCTURAL PRECAST CONCRETE ROOF JOIST
06
STRUCTURAL STEEL PURLIN ASSEMBLY
07
5" THICK RIGID INSULATION
08
METAL DECKING PORTAL ROOF SYSTEM
09
CIP CONCRETE FOOTING, SIZE VARIES
10
12" DIA X-STRONG STEEL PIPE COLUMN
11
12X8X5/8 HSS CLADDING SUPPORT
12
CIP CONCRETE COLUMN, SIZE VARIES
13 14 15 16
05
19
AESS PURLIN CONNECTION AT GALLERY WALL
28
A325 1" DIA BOLTS
26
21
3 1/2" BATT INSULATION ANCHORING CLIPS FOR EXTERIOR METAL STUD WALL
30
6 1/2" STRUCTURAL SLAB ON GRADE
31
EXISTING BUILDING SLAB
32
STRUCTURAL STEEL DOUBLE C CHANNEL
33
STRUCTURAL STEEL T-BEAM
34
1/2" STEEL STIFFENER PLATES
37
35
A203
2' X 1' EXTERIOR PAVERS ALUMINUM COPING 1" GYPSUM BOARD CEILING, LEVEL 5 FINISH
41
1" GYPSUM BOARD WALL, LEVEL 5 FINISH
44 45
Sheet Information TOP OF GALLERY WALLS TIE-IN TO STRUCTURE ABOVE
GALLERY WALLS
2/25/2021 10:28:08 AM
38 Sheet #
S002
SKYLIGHT GLAZING - TRANSLUCENT 3-HR RATED SIDE ACTING FIRE SHUTTER SKYLIGHT MULLION
49
ALUMINUM PANEL
50
ALUMINUM FLASHING
51 52
DRAINAGE COMPOSITE BOARD STEEL ANGLE
53
3X3X1/4 HSS
54
W27X178 WIDE FLANGE BEAM
55
3-HR RATED WALL ASSEMBLY
DRAWN BY: GRANT POTEAT
Sheet Information
MID-SCALE 3 Sheet #
09
1
A103
MID-SCALE DRAWING 4
3/32" = 1'-0"
29
05
Sheet Information STEEL FRAMING AT REAR OF BUILDING ALLOWS FOR: 1. MEZZANINE LEVEL OVERLOOKING GALLERY 2. TIE-IN WITH EXISTING BUILDING (NOT SHOWN)
COLD FORMED METAL FRAMING STUDS
04
COLD FORMED METAL FRAMING TRACK
05
STRUCTURAL PRECAST CONCRETE ROOF JOIST
06
STRUCTURAL STEEL PURLIN ASSEMBLY
07
CW OUTRIGGER SUPPORT SYSTEM FOR GLASS
08
METAL DECKING PORTAL ROOF SYSTEM
09
CIP CONCRETE FOOTING
10
12" DIA X-STRONG STEEL PIPE COLUMN
11
HSS CLADDING SUPPORT
12
CIP CONCRETE COLUMN
14 15
03
16
07
04
02 08
EXPANSION JOINT STEEL BASE PLATE AT COLUMNS CIP CONCRETE GALLERY WALL CMU WALL
18
AESS FABRICATED T-BEAM
19
AESS SHOE PURLIN CONNECTION AT TOP OF GALLERY WALL CIP CONCRETE FOUNDATION WALL
21
W14X68 WIDE FLANGE BEAM
22
A325 1/2" DIA BOLTS
23
A325 3/4" DIA BOLTS
24
A325 1" DIA BOLTS
25 26
14
SKYLIGHT SUPPORT SYSTEM
17
20
01
27
27
STEEL FRAMING
7" STRUCTURAL FLOOR SLAB - CIP
03
13
12
SHEARWALLS PLACED BELOW COLUMNS ALLOW DIRECT LOAD TRACING INTO FOOTINGS AND THEN GROUND
4" POLISHED CONCRETE FLOOR - CIP
02
CUSTOM 2" THICK HSS SKYLIGHT SUPPORT ELEMENTS 1/4" STEEL PLATE GROUND AT GRADE LEVEL
28
SUPPORT CLIPS FOR GLASS TYPE 4
29
ANCHORING CLIPS FOR EXTERIOR METAL STUD WALL
30
STRUCTURAL SLAB ON GRADE
31
EXISTING BUILDING SLAB
32
STRUCTURAL STEEL DOUBLE C CHANNEL
33
STRUCTURAL STEEL T-BEAM
34
STEEL STIFFENER PLATES
35
RODS FOR HOLDING CW PANELS
09
1
STEEL FRAMING - SOUTHWEST
GRANT POTEAT
Sheet Information
STUDY AREA AXON
S003
3/30/2021 11:34:36 AM
corning museum of glass
DRAWN BY:
10
Sheet #
23
Corning Museum of Glass
06
01
Thomas Phifer & Partners
13
1 Museum Way, Corning, NY 14830
LEGEND NOTES
Project Information
Team Members
ARCH 7102: INTEGRATED BUILDING SYSTEMS II | GEORGIA INSTITUTE OF TECHNOLOGY
Corning Museum of Glass
1 Museum Way, Corning, NY 14830
Thomas Phifer & Partners
Project Information
OPENINGS PROVIDED PER ARCHITECTURAL REQUIREMENTS
LUKE DAVIS GRANT POTEAT DYLAN YOUNG
2/25/2021 10:28:13 AM
SKYLIGHT GLAZING - OPAQUE
ALUMINUM GRILLE
07 5/2/2021 2:20:56 PM
GALLERY WALLS
ARCH 7102: INTEGRATED BUILDING SYSTEMS II | GEORGIA INSTITUTE OF TECHNOLOGY
1
27
MAINT. WALKWAY AT GUTTER RIGID INSULATION FOR SKYLIGHT SYSTEM
46 47 48
30
MS-1 EXTERIOR ALUMINUM CLADDING SYSTEM
39 40 42
36
GS-1 EXTERIOR GLASS SYSTEM - OPAQUE GS-1 EXTERIOR GLASS SYSTEM - CLEAR
38
43
40
1/4" STEEL PLATE GROUND AT GRADE LEVEL
29
35
1
2" THICK HSS SKYLIGHT SUPPORT ELEMENTS
28
36
02
W14X68 WIDE FLANGE BEAM A325 1/2" DIA BOLTS A325 3/4" DIA BOLTS
24
27
36
CIP CONCRETE FOUNDATION WALL
22 23 25
17
CIP CONCRETE GALLERY WALL 1/4" GS-1 GLASS JOINT AESS FABRICATED T-BEAM
21
07
EXPANSION JOINT 1/2" THICK STEEL BASE PLATE AT COLUMNS
18 20
21
SKYLIGHT SUPPORT SYSTEM
17
1 Museum Way, Corning, NY 14830
A206
01 02
Corning Museum of Glass
1
Thomas Phifer & Partners
LUKE DAVIS GRANT POTEAT DYLAN YOUNG
45
Project Information
Team Members
ARCH 7102: INTEGRATED BUILDING SYSTEMS II | GEORGIA INSTITUTE OF TECHNOLOGY
1 Museum Way, Corning, NY 14830
Corning Museum of Glass
Thomas Phifer & Partners
CAST-IN-PLACE CONCRETE GALLERY WALLS TYP.
Project Information
ARCH 7102: INTEGRATED BUILDING SYSTEMS II | GEORGIA INSTITUTE OF TECHNOLOGY
LEGEND NOTES
44
Sheet #
1
STUDY AREA AXON 3/32" = 1'-0"
NOTE: SOME ELEMENTS SHOWN AS SEMITRANSPARENT FOR CLARITY
PHASE 3 DWGS
16
CIP CONCRETE GALLERY WALL
17
1/4" GS-1 GLASS JOINT
18
AESS FABRICATED T-BEAM
19
AESS PURLIN CONNECTION AT GALLERY WALL
20
CIP CONCRETE FOUNDATION WALL
21
W14X68 WIDE FLANGE BEAM
22
A325 1/2" DIA BOLTS
23
A325 3/4" DIA BOLTS
24
A325 1" DIA BOLTS
25
2" THICK HSS SKYLIGHT SUPPORT ELEMENTS GROUND AT GRADE LEVEL 3 1/2" BATT INSULATION
29
ANCHORING CLIPS FOR EXTERIOR METAL STUD WALL
30
6 1/2" STRUCTURAL SLAB ON GRADE
31
EXISTING BUILDING SLAB
32
STRUCTURAL STEEL DOUBLE C CHANNEL
33
STRUCTURAL STEEL T-BEAM
34
1/2" STEEL STIFFENER PLATES
35
GS-1 EXTERIOR GLASS SYSTEM - OPAQUE
36
GS-1 EXTERIOR GLASS SYSTEM - CLEAR
37
MS-1 EXTERIOR ALUMINUM CLADDING SYSTEM
38
2' X 1' EXTERIOR PAVERS
23
A325 3/4" DIA BOLTS
24
A325 1" DIA BOLTS
26 27
11 08
1/4" STEEL PLATE GROUND AT GRADE LEVEL 3 1/2" BATT INSULATION
29
ANCHORING CLIPS FOR EXTERIOR METAL STUD WALL
30
6 1/2" STRUCTURAL SLAB ON GRADE
31
EXISTING BUILDING SLAB
32
STRUCTURAL STEEL DOUBLE C CHANNEL
33
STRUCTURAL STEEL T-BEAM
34
1/2" STEEL STIFFENER PLATES
35
54
2" THICK HSS SKYLIGHT SUPPORT ELEMENTS
28
36 37
GS-1 EXTERIOR GLASS SYSTEM - OPAQUE GS-1 EXTERIOR GLASS SYSTEM - CLEAR MS-1 EXTERIOR ALUMINUM CLADDING SYSTEM
38
2' X 1' EXTERIOR PAVERS 1" GYPSUM BOARD CEILING, LEVEL 5 FINISH
41
1" GYPSUM BOARD WALL, LEVEL 5 FINISH
41
1" GYPSUM BOARD WALL, LEVEL 5 FINISH
42
MAINT. WALKWAY AT GUTTER
42
43
RIGID INSULATION FOR SKYLIGHT SYSTEM
44
SKYLIGHT GLAZING - OPAQUE
DRAWN BY:
43
45
SKYLIGHT GLAZING - TRANSLUCENT
GRANT POTEAT
45
44
55
MAINT. WALKWAY AT GUTTER RIGID INSULATION FOR SKYLIGHT SYSTEM SKYLIGHT GLAZING - OPAQUE SKYLIGHT GLAZING - TRANSLUCENT
46
3-HR RATED SIDE ACTING FIRE SHUTTER
46
3-HR RATED SIDE ACTING FIRE SHUTTER
47
ALUMINUM GRILLE
47
ALUMINUM GRILLE
48
SKYLIGHT MULLION
48
SKYLIGHT MULLION
49
ALUMINUM PANEL
50
ALUMINUM FLASHING
51 52
DRAINAGE COMPOSITE BOARD STEEL ANGLE
53
3X3X1/4 HSS
54
W27X178 WIDE FLANGE BEAM
55
3-HR RATED WALL ASSEMBLY
Sheet Information
SKYLIGHT SUPPORT DETAIL 1
A201
49
ALUMINUM PANEL
50
ALUMINUM FLASHING
51 52
DRAINAGE COMPOSITE BOARD STEEL ANGLE
53
3X3X1/4 HSS
54
W27X178 WIDE FLANGE BEAM
55
3-HR RATED WALL ASSEMBLY
46
1
PORTAL SOFFIT DETAIL
01 02
STRUCTURAL STEEL PURLIN ASSEMBLY 5" THICK RIGID INSULATION
08
METAL DECKING PORTAL ROOF SYSTEM
09
CIP CONCRETE FOOTING, SIZE VARIES
10
12" DIA X-STRONG STEEL PIPE COLUMN
11
12X8X5/8 HSS CLADDING SUPPORT
12
CIP CONCRETE COLUMN, SIZE VARIES
13
SKYLIGHT SUPPORT SYSTEM
14
EXPANSION JOINT
15
1/2" THICK STEEL BASE PLATE AT COLUMNS
16
CIP CONCRETE GALLERY WALL
17
1/4" GS-1 GLASS JOINT
18
AESS FABRICATED T-BEAM
19
AESS PURLIN CONNECTION AT GALLERY WALL
20
CIP CONCRETE FOUNDATION WALL
21
W14X68 WIDE FLANGE BEAM
22
A325 1/2" DIA BOLTS
23
A325 3/4" DIA BOLTS
24
A325 1" DIA BOLTS
25
2" THICK HSS SKYLIGHT SUPPORT ELEMENTS
26
1/4" STEEL PLATE GROUND AT GRADE LEVEL
28
3 1/2" BATT INSULATION
29
ANCHORING CLIPS FOR EXTERIOR METAL STUD WALL
30
6 1/2" STRUCTURAL SLAB ON GRADE
31
EXISTING BUILDING SLAB
32
STRUCTURAL STEEL DOUBLE C CHANNEL
33
STRUCTURAL STEEL T-BEAM
34
1/2" STEEL STIFFENER PLATES
35
GS-1 EXTERIOR GLASS SYSTEM - OPAQUE
36
GS-1 EXTERIOR GLASS SYSTEM - CLEAR
37
MS-1 EXTERIOR ALUMINUM CLADDING SYSTEM
38
2' X 1' EXTERIOR PAVERS
39
ALUMINUM COPING
Corning Museum of Glass
06 07
1 Museum Way, Corning, NY 14830
4' X 2" STRUCTURAL PRECAST CONCRETE ROOF JOIST
Thomas Phifer & Partners
6" COLD FORMED METAL FRAMING STUDS 6" COLD FORMED METAL FRAMING TRACK
05
49
6" COLD FORMED METAL FRAMING STUDS 6" COLD FORMED METAL FRAMING TRACK
05
4' X 2" STRUCTURAL PRECAST CONCRETE ROOF JOIST
06
STRUCTURAL STEEL PURLIN ASSEMBLY
07
5" THICK RIGID INSULATION
08
METAL DECKING PORTAL ROOF SYSTEM
09
CIP CONCRETE FOOTING, SIZE VARIES
10
12" DIA X-STRONG STEEL PIPE COLUMN
11
12X8X5/8 HSS CLADDING SUPPORT
12
CIP CONCRETE COLUMN, SIZE VARIES
13
SKYLIGHT SUPPORT SYSTEM
14 15 16
25
23
17
W14X68 WIDE FLANGE BEAM
23
A325 3/4" DIA BOLTS
24
A325 1" DIA BOLTS
27
2" THICK HSS SKYLIGHT SUPPORT ELEMENTS 1/4" STEEL PLATE GROUND AT GRADE LEVEL
28
3 1/2" BATT INSULATION
29
ANCHORING CLIPS FOR EXTERIOR METAL STUD WALL
30
6 1/2" STRUCTURAL SLAB ON GRADE
31
EXISTING BUILDING SLAB
32
STRUCTURAL STEEL DOUBLE C CHANNEL
33
STRUCTURAL STEEL T-BEAM
34
1/2" STEEL STIFFENER PLATES
35 36
18
CIP CONCRETE FOUNDATION WALL A325 1/2" DIA BOLTS
26
24
1/4" GS-1 GLASS JOINT
21 22
25
32
1/2" THICK STEEL BASE PLATE AT COLUMNS CIP CONCRETE GALLERY WALL AESS FABRICATED T-BEAM AESS PURLIN CONNECTION AT GALLERY WALL
20
22
EXPANSION JOINT
18 19
37
GS-1 EXTERIOR GLASS SYSTEM - OPAQUE GS-1 EXTERIOR GLASS SYSTEM - CLEAR MS-1 EXTERIOR ALUMINUM CLADDING SYSTEM
38
2' X 1' EXTERIOR PAVERS
39
ALUMINUM COPING
40
1" GYPSUM BOARD CEILING, LEVEL 5 FINISH
40
1" GYPSUM BOARD CEILING, LEVEL 5 FINISH
1" GYPSUM BOARD WALL, LEVEL 5 FINISH
41
1" GYPSUM BOARD WALL, LEVEL 5 FINISH
42
MAINT. WALKWAY AT GUTTER
42
MAINT. WALKWAY AT GUTTER
43
RIGID INSULATION FOR SKYLIGHT SYSTEM SKYLIGHT GLAZING - OPAQUE
45
SKYLIGHT GLAZING - TRANSLUCENT
46
3-HR RATED SIDE ACTING FIRE SHUTTER
47
ALUMINUM GRILLE
48
SKYLIGHT MULLION
49
ALUMINUM PANEL
50
ALUMINUM FLASHING
51 52
DRAINAGE COMPOSITE BOARD STEEL ANGLE
53
3X3X1/4 HSS
54
W27X178 WIDE FLANGE BEAM
55
3-HR RATED WALL ASSEMBLY
JOIST TO GALLERY WALL CONN DETAIL 1 1/2" = 1'-0"
44 45
GRANT POTEAT 05 Sheet Information
Sheet # DETAILS REFERENCED: 1 / A851 2 / A851
43
DRAWN BY:
JOIST CONN DETAIL
A208
1
SKYLIGHT SUPPORT DETAIL 2 3" = 1'-0"
A207
4" POLISHED CONCRETE FLOOR - CIP 7" STRUCTURAL FLOOR SLAB - CIP
03 04
41
44
Sheet Information
PORTAL SOFFIT DETAIL
NOTE: SOME ELEMENTS SHOWN AS SEMITRANSPARENT FOR CLARITY
3/4" = 1'-0"
LEGEND NOTES
4" POLISHED CONCRETE FLOOR - CIP 7" STRUCTURAL FLOOR SLAB - CIP
03
GRANT POTEAT
Sheet #
01 02 04
DRAWN BY:
DETAILS REFERENCED: 1 / A409 1 / A553 3 / A553
LEGEND NOTES
Project Information
ARCH 7102: INTEGRATED BUILDING SYSTEMS II | GEORGIA INSTITUTE OF TECHNOLOGY
A325 1/2" DIA BOLTS
ALUMINUM COPING
16 5/2/2021 2:22:11 PM
W14X68 WIDE FLANGE BEAM
22
39
27
1
28
CIP CONCRETE FOUNDATION WALL
21
40
NOTE: SOME ELEMENTS SHOWN AS SEMITRANSPARENT FOR CLARITY
15
1/4" GS-1 GLASS JOINT AESS PURLIN CONNECTION AT GALLERY WALL
25
41
CIP CONCRETE GALLERY WALL
19 20
03
EXPANSION JOINT 1/2" THICK STEEL BASE PLATE AT COLUMNS
AESS FABRICATED T-BEAM
1" GYPSUM BOARD CEILING, LEVEL 5 FINISH
1 1/2" = 1'-0"
23
04
SKYLIGHT SUPPORT SYSTEM
17 18
ALUMINUM COPING
Sheet #
19
07
39
DETAILS REFERENCED: 1 / A501 4 / A891
24
12X8X5/8 HSS CLADDING SUPPORT CIP CONCRETE COLUMN, SIZE VARIES
16
40
SKYLIGHT SUPPORT DETAIL 1
05
03
5/2/2021 2:22:09 PM
23
1/4" STEEL PLATE
28
CIP CONCRETE FOOTING, SIZE VARIES 12" DIA X-STRONG STEEL PIPE COLUMN
14 15
1 Museum Way, Corning, NY 14830
EXPANSION JOINT 1/2" THICK STEEL BASE PLATE AT COLUMNS
13
Corning Museum of Glass
14 15
METAL DECKING PORTAL ROOF SYSTEM
11 12
RIGID INSULATION FOR SKYLIGHT SYSTEM SKYLIGHT GLAZING - OPAQUE SKYLIGHT GLAZING - TRANSLUCENT
46
3-HR RATED SIDE ACTING FIRE SHUTTER
47
ALUMINUM GRILLE
48
SKYLIGHT MULLION
49
ALUMINUM PANEL
50
ALUMINUM FLASHING
51 52
DRAINAGE COMPOSITE BOARD STEEL ANGLE
53
3X3X1/4 HSS
54
W27X178 WIDE FLANGE BEAM
55
3-HR RATED WALL ASSEMBLY
Corning Museum of Glass
SKYLIGHT SUPPORT SYSTEM
STRUCTURAL STEEL PURLIN ASSEMBLY 5" THICK RIGID INSULATION
09 10
Thomas Phifer & Partners
13
41
08
1 Museum Way, Corning, NY 14830
12X8X5/8 HSS CLADDING SUPPORT CIP CONCRETE COLUMN, SIZE VARIES
4' X 2" STRUCTURAL PRECAST CONCRETE ROOF JOIST
06 07
Project Information
11 12
6" COLD FORMED METAL FRAMING STUDS 6" COLD FORMED METAL FRAMING TRACK
05
Thomas Phifer & Partners
CIP CONCRETE FOOTING, SIZE VARIES 12" DIA X-STRONG STEEL PIPE COLUMN
4" POLISHED CONCRETE FLOOR - CIP 7" STRUCTURAL FLOOR SLAB - CIP
03 04
Project Information
09 10
ARCH 7102: INTEGRATED BUILDING SYSTEMS II | GEORGIA INSTITUTE OF TECHNOLOGY
METAL DECKING PORTAL ROOF SYSTEM
27
49
5/2/2021 2:21:28 PM
STRUCTURAL STEEL PURLIN ASSEMBLY 5" THICK RIGID INSULATION
08
26
25
1
06 07
ARCH 7102: INTEGRATED BUILDING SYSTEMS II | GEORGIA INSTITUTE OF TECHNOLOGY
43
4' X 2" STRUCTURAL PRECAST CONCRETE ROOF JOIST
5/2/2021 2:21:31 PM
44
05
1 Museum Way, Corning, NY 14830
45
6" COLD FORMED METAL FRAMING STUDS 6" COLD FORMED METAL FRAMING TRACK
Corning Museum of Glass
43
01 02
4" POLISHED CONCRETE FLOOR - CIP 7" STRUCTURAL FLOOR SLAB - CIP
03 04
Thomas Phifer & Partners
42
LEGEND NOTES
01 02
Project Information
ARCH 7102: INTEGRATED BUILDING SYSTEMS II | GEORGIA INSTITUTE OF TECHNOLOGY
48
LEGEND NOTES
DRAWN BY: GRANT POTEAT
Sheet Information
SKYLIGHT SUPPORT DETAIL 2 Sheet #
DETAILS REFERENCED: 1 / A501 4 / A891
NOTE: SOME ELEMENTS SHOWN AS SEMITRANSPARENT FOR CLARITY
A201.1
24
Steel Double C-Channels | Contains back to back steel BACK-TOSTEEL DOUBLE C-CHANNELS C-Channels which are supported by the| CONTAINS thin concrete BACK STEEL C-CHANNELS WHICH ARE SUPPORTED BY joists below andTHE are used to support the roof glazing THIN CONCRETE JOISTS BELOW AND ARE USED TO above. SUPPORT THE ROOF GLAZING ABOVE
DOAS UNIT 1 ABOVE SUPPLY STACK 1 RETURN STACK 1
DOAS UNIT 2 ABOVE
2 5/8" THICK PRECAST Precast Concrete JoistsCONCRETE | 2 5/8”JOISTS thick|joists used PRECAST for CONCRETE JOISTS USED FOR DAYLIGHTING CONDITIONS daylighting conditions as well as structural support of the AS WELL AS STRUCTURAL SUPPORT OF THE ROOF. roof. ConnectedCONNECTED using steelUSING “shoe”STEEL connections at each AT "SHOE" CONNECTIONS END. SUPPORTED BY CONCRETE BEAMS end. Supported EACH by concrete beams below and used toBELOW USED TO SUPPORT support the steelAND C-channels above. THE STEEL C-CHANNELS ABOVE.
RETURN STACK 2
TEAM 7
| BUILDING SYSTEM MAIN BUILDING FRAMING Main Building Framing | Building system consisting of a CONSISTING OF A TWO-WAY SLAB SYSTEM WITH 24" X 24" 2-way slab system with 24”x24” columns throughout and COLUMNS THROUGHOUT AND LOAD BEARING WALLS load bearing walls stair and elevator shafts. FORfor THEthe STAIR AND ELEVATOR SHAFTS. THEThe COLUMNS CULMINATE AT THE WITH A Y-SHAPED DECORATIVE columns culminate at the top withTOP a Y-shaped decorative AND STRUCTURAL SUPPORTING THE TOP and structural piece supportingPIECE the top beam and the BEAM AND THE SAWTOOTH ROOF DESIGN. sawtooth roof design.
Project Information
LEVEL 03
PHASE 3
SUPPLY STACK 2
PORTLAND, OREGON
CLEAR PANELS
ARCH 8873: INTEGRATED BUILDING SYSTEMS III | GEORGIA INSTITUTE OF TECHNOLOGY
Sawtooth Roof Glazing | Contains 3 different glazing ROOF GLAZING | CONTAINS 3 DIFFERENT transparencies toSAWTOOTH vary daylighting conditions. 1) Opaque GLAZING TRANSPARENCIES TO VARY DAYLIGHTING panels 2) FrostedCONDITIONS. Panels 3) Clear PanelsPANELS 2) FROSTED PANELS 3) 1) OPAQUE
DRAWN BY:
LEVEL 02
Foundation | Building foundation consisting of spread FOUNDATION | BUILDING FOUNDATION CONSISTING OF footings 12’x10’ connected beams BY and SPREAD FOOTINGSby 12' Xgrade 10' CONNECTED GRADE a foundation wall the entire buildings THE BEAMSconnecting AND A FOUNDATION WALL CONNECTING ENTIRE BUILDING'S FOUNDATION TOGETHER foundation together. 12/1/2021 2:21:20 AM
LEVEL 01
1
DUCTWORK AXON
GRANT POTEAT KELSEY CORCORAN LUCY SHIYUN LIN ANDREW HARMON CRISTIAN ARANDA
Sheet Information
EXPLODED AXON
Sheet Number
25
integrated building systems III
A403
PHASE 3
PORTLAND, OREGON
Project Information
TEAM 7
ARCH 8873: INTEGRATED BUILDING SYSTEMS III | GEORGIA INSTITUTE OF TECHNOLOGY
PHASE 3
PORTLAND, OREGON
TEAM 7
Project Information
ARCH 8873: INTEGRATED BUILDING SYSTEMS III | GEORGIA INSTITUTE OF TECHNOLOGY
AXON SHOWN FOR GRAPHICAL REPRESENTATION ONLY. NOT TO SCALE. NOT A CONSTRUCTION DRAWING
INTERIOR SPAN
CLEAR SPAN
CONTINUOUS TOP REINF. BARS
STANDARD HOOK ALL TOP BARS, TYP.
INTERIOR SPAN
INTERIOR SPAN
CLEAR SPAN
CLEAR SPAN
CANTILEVER SPAN
CONC COVER 3" TYP.
DRAWN BY:
DRAWN BY:
GRANT POTEAT KELSEY CORCORAN LUCY SHIYUN LIN ANDREW HARMON
GRANT POTEAT KELSEY CORCORAN LUCY SHIYUN LIN ANDREW HARMON
CRISTIAN ARANDA
ADDITIONAL TOP REINF. BARS
CRISTIAN ARANDA
Sheet Information
STRUCTURAL DETAILS
ADDITIONAL BOTTOM REINF. BARS
STANDARD HOOK , TYP.
LIGHTING FIXTURE LEGEND
1 FT. DIA. RECESSED LIGHT
1
LEVEL 1 - LIGHTING RCP 3/32" = 1'-0"
2
LEVEL 2 - LIGHTING RCP 3/32" = 1'-0"
3
LEVEL 3 - LIGHTING RCP 3/32" = 1'-0"
6 IN. DIA. RECESSED LIGHT
Sheet Information
ELECTRICAL LIGHTING RCP'S
SUSPENDED PENDANT 1
CONTINUOUS BOTTOM REINF. BARS
SUSPENDED PENDANT 2 MOUNTED LIGHT
S702
E111
PHASE 3
PORTLAND, OREGON
TEAM 7
ARCH 8873: INTEGRATED BUILDING SYSTEMS III | GEORGIA INSTITUTE OF TECHNOLOGY
PHASE 3
PORTLAND, OREGON
TEAM 7
Project Information DRAWN BY:
DRAWN BY:
GRANT POTEAT KELSEY CORCORAN LUCY SHIYUN LIN ANDREW HARMON
GRANT POTEAT KELSEY CORCORAN LUCY SHIYUN LIN ANDREW HARMON
CRISTIAN ARANDA
CRISTIAN ARANDA
Sheet Information
Sheet Information
ENERGY MODEL ANALYSIS
ENERGY MODEL ANALYSIS Sheet Number
M001
12/1/2021 2:21:05 AM
Sheet Number
12/1/2021 2:21:04 AM
Sheet Number
LIGHT SWITCH
TYP. CANTILEVER
Project Information
TYP. INTERIOR BAY
Not To Scale
12/1/2021 2:21:02 AM
TYP. INTERIOR BAY
TYP. BEAM ELEVATION
ARCH 8873: INTEGRATED BUILDING SYSTEMS III | GEORGIA INSTITUTE OF TECHNOLOGY
12/1/2021 2:22:20 AM
Sheet Number
TYP. INTERIOR BAY
1
M002
26
27
introverse monuments
fall 2020
28
29
law of attractors
fall 2020
30
Braced frame lateral load resisting system. This was the last assignment for integrated building systems of the semester. we were assigned a lateral load resisting system and had to create and build a tower that would be tested to see how much weight it could hold before failing. our main materials for our structure included pvc pipe for the columns, threaded steel rods for the cross bracing, and gator board for the floor plates. calculations were made before the testing so we had a good idea of how much weight it would hold before failing. our tower experienced a tension failure at the columns that connected the base to the first floor. this project taught me many valuable lessons about the construction and failure of structural systems in a building.
31
braced frame
32
grant poteat 864 | 680 | 7901 mpoteat3@gatech.edu