MASTER OF ARCHITECTURE p o r t f o l i o |
r
e
s
u
m
e
A NTONI O n o r s w ort h y B a c h e l o r of S c i e n c e i n A rc h i t e c t u ra l St u d i e s [candidate] MASTER OF ARCHITECTURE Washington State University School of Design + Construction antonio.norsworthy@wsu.edu
|
(509) 336-9691
Hello.
Antonio Norsworthy (509) 336-9691 antonio.norsworthy@wsu.edu issuu.com agnorsworthy.com
I’d like to join your team.
SIPSI
Algorithmic Computation
URBAN .insight
47°39’26.41”N
1.0 mile
117°24’58.46”W
1' - 0 1/4"
3 A4.0
VENTED ATTIC
Construction Drawings
1X6 FASCIA ACROSS PLUMB−CU TRUSS TAILS
MATCHING SOFFIT
LINEN
BATH #3
DBL SHWR
MASTER BEDROOM
8' - 0"
VENTED ATTIC
SUPPLY DUCT IN SOFFIT SEE M1.0
BEDROOM #2
2
SECTION B-B 1/4" = 1'-0"
HALLWAY
KITCHEN
st
ud
y
ca
s ve fa
cu
lty
l
n ou
ge la
bo
r
o at
rie
s
ni n g 01 leenva riro nm e n t s
SIPSI
spokane institute fo r innovation + problem solving
2 1st Ce n t u r y Lea r n i n g E n v i ro n m e n t s
Summ ar y
An increasing demand for STEM employment translates to a global imperative for high quality STEM education, and research suggests meeting demand for STEM education requires local solutions. Examining the community and industry context offers insight into extended and linked learning opportunities. The Spokane Institute for Problem Solving an innovation is intended to serve as an open forum where community and industry will have the opporunity to challenge students to develop solutions for a range of contemporary issues. The project consists of an array of purpose-built environments intended to cultivate the integration of primary education with real-world issuels. Solar insolation studies were undertaken to develop a variable facadsystem which would leverage natural lighting to enhance these learning environments.
02 vf aacr ai adbel e
ex
hi
ti bi
on
st
ud
t en
l
n ou
ge se
m
a in
rs
c pa
mer
sum
winter
mer
sum
winter
mer
sum
winter
03 fvaacr ai adtei o n s
04 iannsaol lyastei os n
e fa
b
a ric
tio
n
la
bs ex
hi
ti bi
on
sh
e
r lte
m ht g i l
od
a er
tio
n
vi
e
ws
ac
o
t us
ic
s
01 exc opn die rti ei onnt sial
A l go rithmic Optimizatio n com pu t at i o n a l d es i g n o f m u t ab l e s y s t e m s
DOWEL OR BOLT ASSEMBLY
Summar y
For this systems-based design methodology I utilized a bottomup approach which sought to inform subsequent aspects of the design solution based on capabilities and limitations of wood as a construction material. This project evolved from an investigation into wood products for their intrinsic qualities. The development of a parametric algorithm enabled quick exploration of potential system configurations based on a response to material attributes and a set of defined parameters. Regularity of the material components means they are suitable for application to the logic of a ruled surface. The form of a simple rectangular plane was chosen as a constraining armature because it was perceived to be the most receptive of the variations to be applied to it.
STEEL BRACKET
JOINERY
3� X 18� WOOD PLANK
PROTOTYPICAL SYSTEM
02
EXPLODED AXON
p ro t o t y p i c al sys tem
CONCRETE FOOTING
ROTATION ANGLE
+ ELEMENT SPACING
+ OFFSET
03 apda rdia tmi vee t e r s
KEYWORDS + GEO TAGS
MOVEMENT DATA POINTS
API
ANALYSIS
GRASSHOPPER
DATA POINTS
API
ACTIVITY
SENTIMENT
EMOTION
01 alp sgeourdi tohmc o d e
URBAN. in sigh t
le ve ra gi n g s o c i al m ed i a t o s u p p o rt A d a p t i v e U r b a n P l a n n i n g
#hoopfest #3on3
The reader is invited to consider the potential for social media activity to contribute to a near real-time interpolative model which enables a more nimble, flexible, and agile response to the complexity of urban systems, proposed here as a supplement to traditional planning schemes.
shouldn’t take 30 min 2 find parking...
sale at pottery barn =)
suspicious vehicle...
c u @ the Davenport...
Increasingly effective and efficient urban planning schemes can be realized through a more nuanced understanding of the citizens they serve. While surveys, questionnaires, and public forums provide some limited insight into citizen’s needs, social media activity can be interpreted to afford a more genuine and perhaps comprehensive conception. The model proposed here in essence quantifies the subjective dimensions of urban life, providing an empirical platform from which improved planning decisions may be derived.
skyride in 5...
Summar y
presumed outcome data points
actual outcome
Current Planning ex trapolative
s o c ial Agent Based Modeling 02 mapping
Social Media Metadata
historic trend
emergent planning
Emergent Planning i n te r p o l a t i v e
capacity
03 cmoanpnpeicntgi v i t y
Adaptive Planning f l e x i b l e, a g i l e, s m a r t
#gozags! #win
heard 3 shots fired...
#WSUmed
Shades represents individual social media users posting a particular image or sentiment. Outer circle illustrates the degree of accuracy contained in the geotagged metadat of the user’s post.
ughh parking at northtown mall!
#helpinghand #feeda vet
best weed shop in the city...
#spokanesymphonyorchestra
the bridge is not a bathroom...
Shades represent an “agent� who interacts with the environment based on a different primary characterization.
g 04 ps cl ahnnin emes
2
SIMPSON A35
VENTED ATTIC 2X8
SIMPSON H3 CLIP @ JOIST SIMPSON H3 1 CLIP @ JOIST
11
CRYSTALITE
6X12 DF NO. 1 TIMBER BEAM 6X12 DF NO. 1" 1 Ø STEEL TENSION ROD TIMBER BEAM SIMPSON COLUMN CAP
ELEVATION KEY NOTES
SIMPSON COLUMN CAP
TO FLR
FINISH GRADE
4
0' - 6"
5/8" TYPE X GWB EACH SIDE, ALL SEAMS AND FASTENERS TAPED
FAMILY ROOM
1-HR RATED ASSEMBLIES LARGE CANOPY BEAM TO BEAM 3/4" = 1'-0" 5LARGE CANOPY BEAM TO BEAM = 1'-0" 5 3/4" = 3/4" 1'-0" A2.0 1-HR RATED ASSEMBLIES 0' - 6 3/4"
2X6 STUD WALL
12/19/13 02/10/14 05/06/14
MAIN ENTRY COVER 1MAIN NORTH ELEVATION COVER 3/4" =ENTRY 1'-0"
(2) LAMINATED 2X10’S CUT 1" Ø STEEL TENSION CURVE, SCREW ROD & TO FOLLOW GLUE TOGETHER
RCHITECTURE CDA
FLR TO SILL
9. Insulated metal door. DBL 2X6 TOP PLATE 2X6 STUD WALL 10. All GLB's and column to be provided with stain finish.
3
CLEVIS PIN
6X16 DF NO. 1 CLEVIS PIN TIMBER BEAM 6X16 DF NO. 1 TIMBER BEAM (2)TIMBER LAMINATED 2X10’S CUT 12x12 COLUMN TO FOLLOW CURVE, SCREW & 12x12 TIMBER COLUMN GLUE TOGETHER
8. Insulated vinyl door w/ 1" insulated, low e, bronze glass.
9 0' - 6 3/4"
WALL
5. Insulated metal garage doors w/ Stanley openers.
BOTTOM TRUSSTYPE 6. Ribbed metal roof system. 5/8" X GWBCHORD EACH SIDE, ALL SEAMS 7. Composite fascia trim. AND FASTENERS TAPED
7
PROVIDE SIMPSON HARDWARE AT ALL BEAM AND COLUMN CONNECTIONS TYPICAL
4
0' - 6"
CEILING
6X6 COLUMN
1' - 6"
6
TO PLT
2
8' - 0"
9' - 0" TO FLR
WALLTO HEEL
5 1/8" x 12" GL BEAM
2X10 WOOD LEDGER W/ (3) 16d @ EA. STUD 2X10 WOOD LEDGER W/ (3) 16d @ EA. STUD
9
CRYSTALITE
G
0' - 5"
2X6 BLOCKING 2X6 BLOCKING
TO PLT
4' - 0"
CKIN
G
1. Vinyl windows with 1" insulated, low e, bronze glass.
(2) 2x12
4' - 0"
CKIN
BL O
(2) 5/8" TYPE2. XComposite GWB, trim w/ 6" head and sills and 4" jambs. ALL SEAMS AND 3. 8" Hardiplank lap siding over exterior walls. DBL 2X6 TOP PLATE FASTENERS TAPED 4. Vinyl sliding doors w/ 1" insulated, low e, bronze glass.
0' - 5"
8' - 0"
2x10 @ 24" OC 2x10 @ 24" OC TO FLR
2X8BOTTOM BACKINGCHORD MASTER BEDROOMTRUSS
CEILING
1' - 5"
TO PLT
3' - 0"
9' - 0"
TO HEEL
TO PLT
BL O
(2) 5/8" TYPE X GWB, ALL SEAMS AND FASTENERS TAPED
6
0' - 6"
1' - 0"
EXTERIOR WALL 2
(2) 2x10
8' - 0"
1' - 0"
BATH EXHAUST VENT
TO HEEL
EXTERIOR WALL
1' - 10 5/8"
3
0' - 5" 0' - 6"
12
12
2X8
0' - 5"
2X8 BACKING
610 W. Hubbard, Ste. 214 Coeur d' Alene, Idaho 83814 PHONE: (208) 664-1039 Email: jerry@andersonarchitecture1.com
2'-0" MIN
SIMPSON A35
GERALD F. ANDERSON
(2) 2X6 BLOCKING (2) 2X6 BLOCKING
CONSTRUCTION 1/4" = 1'-0"
3/4" = 1'-0"
4
3/4" = 1'-0"
1/2" Ø BOLTS
BUILDING SECTION B-B 1/4" = 1'-0"
0' - 5"
(4) 3/4" Ø BOLTS @ 6" OC W/ OVERSIZED (4) 3/4"WASHERS Ø BOLTS @ 6" OC W/ OVERSIZED WASHERS
0' - 5"
3
3/4" = 1'-0"
12x12 TIMBER COLUMN 12x12 TIMBER COLUMN
LARGE CANOPY BEAM TO COLUMN 3LARGE CANOPY BEAM TO COLUMN 3/4" = 1'-0" 3/4" = 1'-0"
MASTER BEDROOM
HALLWAY
0' - 4" TREAD: 1" X 12" OSB BULLNOSE
HALLWAY
0' - 4" TOP OF SLAB +103'-5 ¾"
2X6 LAP SIDING
HANDRAIL HT MIN 34" MAX 38"
0' - 4 1/2"
0' - 1 1/2" MIN 12" ENERGY HEEL TO PLT
RISER: 3/4" X 7 1/2" ACX PLY
MAINTAIN AIR FLOW R−60 BLOWN CELLULOSE
5/8" GWB OVER 6 MILL POLY @ CLG TYP
CONT STRIP VENT TYP
DBL TOP PLATE TYP
4"
MECH LINEN
TRIPLE STRINGER: 1 1/4" X 14" LSL 8' - 0"
VENTED ATTIC
MIN 2'-0"
6X6 TIMBER POST
SUPPLY DUCT IN SOFFIT SEE M1.0
BEDROOM #2
GARAGE
MASTER BEDROOM
TO HEEL
2X6 @ 16" OC TYP
KITCHEN
2X6 LAP SIDING
STREET CURB +100'-0" 11' - 8 3/4" SECOND FLOOR
BLDG 2 EYEBROW-CASE 1 SECTION B-B 7BLDG 2 = 1'-0" 2 EYEBROW-CASE 1 3/4" 1/4" = 1'-0"
3/4" = 1'-0"
7/23/2013 12:31:41 PM
(ST) ’SIMPSON MSTC40’ SEE S2.0 FOR LOCATIONS
2
3/16"
3/16"
1/2" X 1’−4" X 1’−4" STEEL PLATE W/ 5/8" Ø X 10" X 1’−4" 1/2" X 1’−4" EMBED HSA @ 10" OC EA. WAY SEWER INV STEEL PLATE W/ 5/8" Ø X 10" +111'-8" EMBED HSA @ 10" OC EA. WAY (3) #3 @ 2" OC WITHIN TOP 8" OF PIER (3) #3 @ 2" OC WITHIN TOP 8" OF PIER 1’−8" CONCRETE PIER W/ (4) #5 VERTS @ #3 1’−8" PIER W/ BATH #3 CONCRETE HORIZONTAL TIES @ 10" OC (4) #5 VERTS @ #3 HORIZONTAL TIES @ 10" OC 3’−0" FOOTING W/ (4) #4 EA. WAY BOTTOM 3’−0" FOOTING W/ (4) #4 EA. WAY BOTTOM
LARGE CANOPY FOUNDATION 2LARGE CANOPY FOUNDATION 3/4" = 1'-0" 1 1/4" X 16" LVL RIM JOIST TYP
BUILDING SECTION A-A 1 1/4" = 1'-0"
(3) 3/4" Ø BOLTS W/ OVERSIZED WASHERS (3) 3/4" Ø BOLTS W/ OVERSIZED WASHERS
4"
ICE & WATER SHIELD MIN 2’−0" OVER EXT WALLS
1X6 FASCIA ACROSS PLUMB−CUT TRUSS TAILS
3" CLEAR
BATH #3
6X6 TIMBER POST
3' - 0"
LINEN
PROVIDE ADDITIONAL BACKING BEHIND OVIDE ADDITIONAL EYEBROW BACKING BEHIND EYEBROW
DBL SHWR
MIN 2'-0"
MATCHING SOFFIT
2x10 @ 24" OC
MIN 6'-8"
2x10 @ 24" OC
C:\Users\AG\Dropbox\ProLinePlans_Temp\Architecture CDA\Hauser\Revit\Hauser House8.rvt
VENTED ATTIC
KITCHEN
12X12 TIMBER COLUMN
ENGINEERED VAULT TRUSS BY MANUFACTURER
0' - 4 1/2"
SIMPSON TS12
3" CLEAR
3 A4.0
12X12 TIMBER COLUMN
0' - 2" 0' - 2"
RIBBED METAL ROOF SYSTEM OVER 30# FELT
0' - 4"
SIMPSON TS12
1' - 0 1/4"
AB WOOD SS ABOVE
0' - 1 1/2" 0' - 4"
3/8" X 4" X 1’−2" STEEL PLATE 3/8" X 4" X 1’−2" STEEL PLATE
MIN 6'-8"
FAMILY ROOM
BEDROOM #2
202 S. Second Street Elk River, ID
BLDG 2 EYEBROW-CASE 2 6BLDG 2 EYEBROW-CASE 2 3/4" = 1'-0"
0' - 5"
(2) 2X6 W/ SIMPSON A35
TYP. @ EACH END 2x10 @ 24" OC (2) 2X6 W/ SIMPSONbackground A35 Leveraging my strong construction has afforded TYP. @ EACH END 2x10 @ 24" OC me the opportunity to work with many local architects and 6X6 TIMBER engineers in a freelance capacity. This work included the SIMPSON LTT19 POST BEYOND @ 4’−0" OC MAX 6X6 TIMBER SIMPSON LTT19 coordination, development, and execution of a range POST planning, BEYOND @ 4’−0" OC MAX of construction drawing sets for commercial and residential 2X6 LAP SIDING projects. I used Revit extensively to create these sets, and a brief 2X6 LAP SIDING sample is included on the facing spreads.
EDGER W/ @ 12" OC
6X16 DF NO. 1 TIMBER BEAM 6X16 DF NO. 1 TIMBER BEAM
N/CUSACK RESIDENCE
Summar y
3
0' - 6"
1/2" Ø BOLTS
0' - 0' 6" - 5"
9' - 0"
GARAGE
d rawings
SIMPSON LTT19 @ 4’−0" OC MAX SIMPSON LTT19 @ 4’−0" OC MAX EDGER W/ @ 12" OC
6
INMAN/CU
1/2" EYEBOLT 1/2" EYEBOLT
3/4" = 1'-0"
11 7/8" SERIES 210 TJI
2X8
0' - 5"
30 YEAR COMP SHINGLES OVER 30# FELT
1/2" EYEBOLT
0' - 5"
0' - 6"
0' - 5" 0' - 5"
0' - 6"
6X16 DF N TIMBER BE
3/4" = 1'-0"
HANDRAIL HT MIN 34" MAX 38"
LARGE CANOPY BEAM TO BEA
3' - 0"
3/4" = 1'-0"
2X6 @ 16" OC TYP
0' - 5" 0' - 5"
2X6 LAP SIDING 6X6 TIMBER POST BEYOND
WARM SIDE: ½" GWB OVER 6 MILL POLY W/ R−21 FIBERGLASS BATT TYP
(4) 3/4 6" TIMBER OC W/ 12x12 WASHERS
EXT WALLS: 6" LAP SIDING OVER ½" PLY W/ TYVEK TYP
LARGE CANOPY BEAM TO COLUM
3
2X6 LAP SIDING
BLDG 2 EYEBROW-CASE 2
3
610 W. Hubbard, Ste. 214 Coeur d' Alene, Idaho 83814 PHONE: (208) 664-1039 GERALD F. ANDERSON Email: jerry@andersonarchitecture1.com 610 W. Hubbard, Ste. 214 Coeur d' Alene, Idaho 83814 PHONE: (208) 664-1039 Email: jerry@andersonarchitecture1.com
CONT TREMCO BEAD @ WALL−TO−FLOOR TYP
3/4" = 1'-0" 16" TJI 360 W/ R−38 FIBERGLASS BATT
FIRST FLOOR 6' - 4 3/4"
LARGE CANOPY BEAM TO COLUM 1 1/4" X 16" LVL RIM JOIST TYP PTW 2X6 MUD SILL
3/4" = 1'-0"
½" X 10" ANCHOR BOLT @ 4’−0" OC TYP
TOP OF WALL +119'-11 ½"
07/21/14 07/30/14
07/21/14 07/30/14
1' - 6"
UNDISTURBED SOIL
BLDG 2 EYEBROW-CASE 1 3/4" = 1'-0"
BLDG 2 EYEBROW-CASE 1
0' - 4 1/2" 1' - 6"
CONT 6 MILL POLY
2X6 LAP SIDING
4
WALL SECTION 1 : 20= 1'-0" 5/8"
2
3/8" X4 (3) 3/4" STEEL PLAW OVERSIZED CONT WATER BARRIER TYP COMPACTED FILL
0' - 2"
8" STEM WALL TYP #4 REBAR TYP SEE DRAWING 1 S1.0
VARIES: MIN 2'-0"
0' - 1 1/2" 0' - 4 1/2"
16" X 8" CONCRETE FOOTING W/ (2) #4 CONT
S3.1
0' - 1 1/2"
0' - 4" 0' - 4" 0' - 4"
6X6 TIMBER POST 2X6 LAP SIDING
PROVIDE ADDITIONAL BACKING BEHIND EYEBROW
7
4" SOG
12X12 TIMBER
0' - 2"
0' - 4"
PROVIDE ADDITIONAL BACKING BEHIND EYEBROW2x10 @ 24" OC
3" CLEAR
SIMPSON TS12 6X6 TIMBER POST
0' - 8"
2x10 @ 24" OC 2X10 LEDGER W/ (3) 16d @ 12" OC
TOP OF FOOTING +111'-0"
3" CLEAR
PREFAB WOOD TRUSS ABOVE
SIMPSON TS12
MIN 2'-0"
2X10 LEDGER W/ (3) 16d @ 12" OC
GARAGE
MIN 2'-0"
PREFAB WOOD TRUSS ABOVE
3/8" X 4" STEEL PLATE
0' - 4"
BEDROOM#1
GERALD F. ANDERSON 8' - 11 1/2"
LINEN
12x12 TIMB
¾" T&G
BLDG 2 EYEBROW-CASE 2
3/4" = 1'-0"
(4) 3/4" 6"6X16 OC W/ DF N WASHERS TIMBER BE
0' - 5"
FAMILY ROOM
6X6 TIMBER POST BEYOND (2) 2X6 W/ SIMPSON A35 TYP. @ EACH END
3/4" = 1'-0"
SEE HEADER SCHUDULE ON S2.0
0' - 5"
(2) 2X6 W/ SIMPSON A35 1/2" Ø BOLTS TYP. @ EACH END
SIMPSON LTT19 @ 4’−0" OC MAX
6X16 DF NO TIMBER BEAM
CONT TREMCO BEAD @ WALL−TO−CEILING TYP
0' - 6"
1/2" Ø BOLTS
SIMPSON LTT19 @ 4’−0" OC MAX 2x10 @ 24" OC
WC
12x12 TIMB
16" SERIES 360 TJI
2X10 LEDGER W/ (3) 16d @ 12" OC
6
12x12 TIMBER
15' - FLOOR 9 1/2" SECOND
SIMPSON LTT19 @ 4’−0" OC MAX 2x10 @ 24" OC
6
CONT STRIP VENT TYP
LARGE CANOPY BEAM TO BEA
5
3/4" = 1'-0"
SIMPSON
6X16 DF NO TIMBER BEAM
DBL TOP PLATE TYP
0' - 6"
2X10 LEDGER W/ (3) 16d @ 12" OC
Coeur d'Alene, 1710 North 2ndIdaho Street, Coeur d'Alene, Idaho
SIMPSON LTT19 @ 4’−0" OC MAX
MAIN ENTRY COVER
6X12 DF N TIMBER BE
WINDOWS: VYNIL FRAME W/ 1" INSULATED BRONZE LOW−E ARGON FILLED
5
3/4" = 1'-0"
1
12" ENERGY HEEL
HALLWAY
2X10 WOOD LEDGER W/ (3) 16d @ EA. STUD
SIMPSON CO CRYSTALIT
1X6 FASCIA ACROSS PLUMB−CUT TRUSS TAILS
2X6 BLOCKING
MAIN ENTRY COVER
1
DF NO 6X12 SIMPSON TIMBER BEAM O CK ING
5/8" GWB OVER 6 MILL POLY @ CLG TYP
2X10 WOOD LEDGER W/ (3) 16d @ EA. STUD
4' - 0"
CRYSTALITE
G
0' - 6"
R−38 FIBERGLASS BATT
SIMPSON H3 CLIP @ JOIST
2x10 @ 24" OC
0' - 6"
DAFT BADGER BREWING, LLC DAFT BADGER BREWING, LLC 1710 North 2nd Street,
EXTERIOR WALL 2X6 BLOCKING
4' - 0"
CKIN
ICE & WATER SHIELD2 X MIN 2’−0" OVER EXT 8WALLS BL
SIMPSON H3 CLIP @ JOIST
2x10 @ 24" OC
BL O
ENGINEERED SCISSOR TRUSS BY MANUFACTURER
EXTERIOR WALL (2) 2X6 BLOCKING
RCHITECTURE CDA RCHITECTURE CDA
VERT
SIMPSON A3
(2) 2X6 BLOCKING SIMPSON A35
COARSE AGGREGAT E CONT 4" PERF PIPE DRAIN TO DAYLIGHT
18" X 8" CONCRETE FOOTING W/ (2) #4 CONT
4"12X12 TIM 3/
1’−4 1/2" (3)X 3/4 PLATE STEEL OVERSIZE EMBED HSA
4"
(3) #3 @ 2 8" OF PIER
1/2" X 1’ 1’−8" CONC PLA STEEL #5 VER (4) EMBED HS HORIZONTAL
(3) #3 @ FOOT 3’−0" 8" OF PIE #4 EA. WAY
0' -FTG 0" 1’−8" CON BO
(4) #5 V HORIZONT
3’−0" FO #4 EA. W
LARGE CANOPY FOUNDATIO 3/4" = 1'-0"
LARGE CANOPY FOUNDATIO
29 Antonio Norsworthy
1986 - 2016
life experience
Paducah, KY
Fairbanks, AK
Pullman, WA
Intern Architect
overview 1986 2004
born
background
graduated high school
2005
Framing Carpenter, Fleetwod Homes, Benton, KY
2007
Production Carpenter, Fountainhead Development, Fairbanks, AK
2008
Production Carpenter, Davis Constructors, Fairbanks, AK
2009
Lead Carpenter, Norsworthy Contracting, Fairbanks, AK
2010
Project Manager, Rivendell Development, Fairbanks, AK Drafter/Technician II, Nortech Environmental Engineering, Fairbanks, AK
2012
graduated Fairbanks Technical College, Architectural Drafting
2013
Drafter (freelance), Architecture CDA
2014
Drafter (freelance), Gokey Engineering Assistantship, WSU School of Design + Construction
2015
2016
graduated Washington State University, Bachelor of Science in Arch Studies graduate Washington State University, Master of Architecture
your firm?
awards 2015 Rock Logan Graduate Scholarship 2015 SRG Partnership Graduate Scholarship 2013 R.H. Logan Scholarship 2015 WSU Minority Research Scholarship 2014 ACM-HS Presidential Scholarship 2013 Endowed Alaskan Scholarship 2014 AIA Alaska Scholarship 2014 WSU SOLES Scholarship 2014 Simpson Strongtie Scholarship 2014 2nd Place WSU SDC Portfolio Competition 2012 WSU SDC Architecture Development Scholarship 2012 1st Place WSU SDC Masonry Design Competition 2012 Honorable Mention WSU SDC Portfolio Competition
details
software skills design/document Grasshopper Rhino/V-Ray Revit AutoCAD 3DS Max Sketchup
40%
visualization Photoshop Illustrator InDesign Acrobat After Effects
productivity Word Excel Project Access
IDP progress
programming Dynamo Python Arduino Rhinoscript
Antonio G Norsworthy
let’s continue the conversation.
(509) 336-9691
antonio@prolineplans.com
issuu.com
agnorsworthy.com
MASTER OF ARCHITECTURE p o r t f o l i o |
r
e
s
u
m
e
A NTONI O n o r s w ort h y B a c h e l o r of S c i e n c e i n A rc h i t e c t u ra l St u d i e s [candidate] MASTER OF ARCHITECTURE Washington State University School of Design + Construction antonio.norsworthy@wsu.edu
|
(509) 336-9691