6 +resume
projects spreads years
Antonio Norsworthy Master of Architecture
brief anthology
antonio.norsworthy@wsu.edu | (509) 336-9691
Experience 2016
Master of Architecture
2015
Bachelor of Science in Architectural Studies
2014
Washington State University
Antonio Norsworthy
Intern Architect (509) 336-9691
Washington State University
antonio.norsworthy@wsu.edu https://issuu.com/anorsworthy
BIM Specialist (freelance) Gokey Engineering
Software Skills
Revit Prepared detailed structural drawing packages
2013
DESIGN-DOCUMENT
-315 W. Mission Multi-family Residential Development, Spokane, WA -WSU Todd Hall Renovation, Pullman, WA -Central Park Multi-family Residential Development, Spokane, WA -Iron Goat Brewery, Spokane, WA -Northwest Farm Credit Services Renovation, Spokane, WA
BILLABLE
Assistantship WSU School of Design + Construction Revit, AutoCAD, Navisworks Prepared and delivered weekly course content and grading
BIM Specialist (freelance) Architecture CDA Revit Prepared detailed architectural drawing packages
PROFICIENT
-Daft Badger Brewing, Coeur d’Alene, ID -Hauser House, Hauser, ID -Inmann-Cusack Residence, Sandpoint, ID
2010
Architectural Drafting Technology
Fairbanks Community and Technical College
Environmental Tech II, Nortech Env. Eng.
COMPETENT
AutoCAD Prepared detailed env. remediation drawing packages -HIPAS Observatory Decommissioning, Two Rivers, AK -Fairbanks City Hall Lead Remediation, Fairbanks, AK -Remote Village Energy Modeling, Fairbanks, AK
-Prepared construction drawings package -Prepared material and labor estimates -Managed material and labor supply chain and logistics
-Fairbanks International Airport Renovation, Fairbanks, AK -Fairbanks Pipeline Trust Training Center Construction, Fairbanks, AK
2007 2005 2004
10 yrs
Floor and Wall Framing Executed production carpentry for manufactured homes -Various model lines
graduated high school
Sketchup Photoshop Illustrator InDesign Acrobat After Effects Word Excel Outlook Project Access Python Arduino Rhinoscript
teaching
3yrs
design
5yrs
Production Carpenter, Fountainhead Development
Framing Carpenter, Fleetwood Homes
3DS Max
5yrs
Rough Carpentry to Demolition Executed production carpentry for commercial projects -Wedgewood Resort Renovation, Fairbanks, AK -Ridgeview Business Park Construction, Fairbanks, AK
AutoCAD
construction
-McCelroy Addition, Fairbanks, AK -Mackey Envelope Improvements, Fairbanks, AK -Lynn Basement Buildout, North Pole, AK -Brown Renovation, North Pole, AK
In-situ Foundations, Conc. Tilt-up Walls, Mtl Stud Framing Executed production carpentry for municipal projects
Grasshopper
Summary
Lead Carpenter, Norsworthy Contracting
Rough Wood Framing to Drywall and Millwork Installation Developed and executed plans for residential renovations
Production Carpenter, Davis Constructors and Eng.
CODING
BASIC
AutoCAD Developed and executed plans for thermal improvements
2008
Rhino/V-Ray
Dynamo
Project Manager, Rivendell Development
2009
PRODUCTIVITY
2012
VISUALIZATION
-ID 415 Advanced Interior Construction Detailing -CM 454 Construction Graphics -CM 495 Navisworks
Revit
40%
IDP progress
3yrs
(1)Y
(1)Y (1)X
(1)X
(1)Y
(0.33)L
FAR Envelope Modeling
R E S E A R C H
(14)Z (13)Z (12)Z (11)Z (10)Z (9)Z (8)Z (7)Z (6)Z (5)Z (4)Z (3)Z (2)Z (1)Z
H1
(1)Y (1)X
(1)X
A C A D E M I C
SIPSI
A C A D E M I C
Algorithmic Optimization
R E S I D E N T I A L
Inmann-Cusack Residence
R E S I D E N T I A L
315 West Mission
1.0 mile
A C A D E M I C
URBAN.insight
47°39’26.41”N 117°24’58.46”W
[code] FAR En velo p e FORM visu ali z at i o n t o o l s mo d e l l ing f l oo r-a rea -rat i o e n v e l o p e s f o r ea r l y c o n c e p tu a l m a s s i n g
A bs t r ac t
Form based building codes, such as floor-area-ratio (FAR), could represent a pragmatic application of scarcely used computational tools. FAR, typically expressed as whole number, is the total sum of constructed gross floor area divided by the total sum of the site area on which the new construction is located. The FAR envelope is useful for understanding the impact of a building on an array of external factors and influence to a great extent the nature of many decisions downstream in the design process. Given the impact of FAR on the ultimate outcome of the building, it is vital to gain a thorough understanding of the dimensional relationships embedded in the FAR limit as early as possible in the design process. This project focused on the development and testing of a custom scripting application for modeling FAR envelopes in early conceptual massing. Ongoing efforts will continue with translation of the Grasshopper component into the Python scripting language as a standalone software application package. Pre-Design
Schematic Design
Design Development
Construction Documents
Contract Administration
programmer define parameter constraints
input variables
visualize range of all parameter variations prelimenary conceptual massing
architect
determine site zoning limitations -land use -floor-area-ratio -setbacks -easements -min/max building height -min/max building dimensions -min/max storey height
01 inm et uit htoi ved s
02 cl oogmi cp u t a t i o n a l
compile design criteria
-land use -floor-area-ratio -setbacks -easements -min/max building height -min/max building dimensions -min/max storey height
iteration
visualize single design proposal -land use -floor-area-ratio -setbacks -easements -min/max building height -min/max building dimensions -min/max storey height
/
L H1= [z (FAR)( )] - z b
(1)Y (1)X
(10)Z (9)Z (8)Z (7)Z (6)Z (5)Z (4)Z (3)Z (2)Z (1)Z (1)Y
H1
(0.5)L
(1)Y
(1)X
(1)X
(14)Z (13)Z (12)Z (11)Z (10)Z (9)Z (8)Z (7)Z (6)Z (5)Z (4)Z (3)Z (2)Z (1)Z (1)Y
/
L H2= [[z (FAR)( )] - z](V2/V1 ) b
H1
(0.33)L
where: H2 = secondary total envelope height V1 = initial volume V2 = secondary volume FARp = floor area ratio
(1)Y (1)X
(1)X
R concept 03 FA di a g r a m
asymmetric logic
05 st eysmt mmeettrriicc s
(9)z
07 FLOOR HEIGHT
04 sl oygmi mc e t r i c
06
where: H1 = initial total envelope height z = floor to floor height L = total site area b = envelope base area FARp = floor area ratio
(1)X
FLOOR HEIGHT
(1)Y
H1
asymmetric (3)zt e s t m e t r i c s (6)z
3
2.5
2 1.5 SITE COVERAGE
(9)z (6)z (3)z
1
3
2.5
2 1.5 SITE COVERAGE
/H
Inverse Slope = FAR
(3)z
where: height so that (FARp)
08 diu ssecrr eotbje e c t
w = gap between successive floors = total building (0.66)L (0.5)L showH as (0.33)L SITE COVERAGE
w
/H = (1- FAR )/
where: FARa = actual,
a
(6)z (3)z (3)z
(1.0)L (9)z (6)z
1
FLOOR HEIGHT
(9)z (6)z
FLOOR HEIGHT
FLOOR HEIGHT
w MPE=
FLOOR HEIGHT FLOOR HEIGHT
(9)z
(9)z (6)z
RESEARCH
(1)L
3
2.5
2 1.5 SITE COVERAGE
(0.66)L (0.5)L SITE COVERAGE
Inverse Slope = FAR
(3)z
show as (0.33)L (0.66)L (0.5)L SITE COVERAGE
09 ea nr raol yr s i s
(9)z (6)z (3)z
1
3
2.5
2 1.5 SITE COVERAGE
1
(1.0)L
FLOOR HEIGHT
(5)Z (4)Z (3)Z (2)Z (1)Z
(1.0)L
(9)z (6)z (3)z
(0.66)L (0.5)L SITE COVERAGE
(1.0)L
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 for 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
ud
l
ge se
m
a in
mer
sum
winter
mer
sum
winter
mer
sum
winter
03 fvaacr ai adtei o n s
04 iannsaol lyastei os n
r
a sp
ce ex
hi
ti bi
ACADEMIC
st
t en
n ou
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 f or ad ap t i v 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
ACADEMIC
ROTATION ANGLE
+
ELEMENT SPACING
+ OFFSET
03 apda rdia tmi vee t e r s
ANALYSIS
GRASSHOPPER API
DATA POINTS
KEYWORDS + GEO TAGS
DATA POINTS
API
MOVEMENT 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
Summar y
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.
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.
Social Media Metadata
03 cmoanpnpeicntgi v i t y Shades represent an “agent� who interacts with the environment based on a different primary characterization.
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.
ACADEMIC
s o c ial Agent Based Modeling 02 mapping
315 W. Mission ap artme nts GL R Engineer s / ZBA A rc hi tec t s
Leveraging my strong construction background has afforded me the opportunity to work with many local architects and engineers in a freelance capacity. For this new multi-family residential development in Spokane, WA I worked under the direction of the Engineer of Record, Jacob Gokey, to develop the full structural set. A brief sampling of those drawings completed in Revit are included here.
TRUE STRAIGHT LINE SAWN WITHIN 24 HRS. AFTER POUR
d/4 d
(E) CMU WALL
SAW CUT
(E) CLAY MASONRY WALL
TRUE STRAIGHT LINE
1x2 CONT. KEY OR "BURKE" KEYED COLD JOINT OR EQUAL
POUR STOP
NOTE :
NOTE:
1) CONTRACTOR TO PROVIDE TEMPORARY SHORING AS REQUIRED
CONTRACTOR'S OPTION, SAW CUT OR POUR STOP.
2) CONTRACTOR TO CONTACT EOR IF (E) REINF IS CORRODED AND/OR IF CMU DAMAGE EXTENDS BEYOND LINTEL
2 CONSTRUCTION / CONTROL JOINT
3 EXISTING CMU LINTEL REPAIR
3/4" = 1'‐0"
1" MIN
CONT PL 3/8 X AS SHOWN
STEEL LINTEL @ NEW OPENING IN CLAY 4 MASONRY WALL
(E) ROOF JOIST, CONTRACTOR TO VERIFY DEPTH
(3) SIDES
STIFF PL 3/8 EA SIDE
0' - 1 1/2"
2-12 2-12
3/4" = 1'‐0"
(E) SHTHG
3/16 3/16
3/16 3/16
COL PER PLAN
0' - 2"
BEAM PER PLAN
3/4" = 1'‐0"
ANGLE PER PLAN EA SIDE OF WALL W/ 3/4" DIA THRU BOLT @ 12" OC
0' - 2"
CONTRACTOR TO REMOVE DAMAGED CMU FACE SHELLS OR ENTIRE BLOCK UNIT IF NECESSARY. REPLACE W/ NEW FACE SHELL OR CMU UNIT TO MATCH EXISTING GROUT LINTEL BLOCK
1/2" MIN
3/16
COL PER PLAN 1/4
BEAM PER PLAN
PL 1/4X4X0'-6" @ 48" OC MAX W/ 1/2 DIA THRU BOLT, PROVIDE VERTICAL LONG SLOTTED HOLE
NOTE:
NOTE:
WOOD FRAMING NOT SHOWN FOR CLARITY
CONTRACTOR TO VERIFY (E) JOIST SPACING
6 STEEL BEAM TO COLUMN CONNECTION 3/4" = 1'‐0"
NEW STEEL BEAM SECTION @ EXISTING 7 ROOF JOIST 3/4" = 1'‐0"
3/4"+ NONSHRINK GROUT
0' - 1 1/2" 0' - 1 1/2"
BP 1/2X10X0'-10" W/ (4) 1/2" DIA EXP ANCHORS, EMBED 4" MIN
T/ SLAB PER PLAN SOG & REINF PER PLAN
8 NEW STEEL COLUMN TO SLAB ON GRADE 3/4" = 1'‐0"
RESIDENTIAL
Inmann-Cusack 8'
5
8" HARDIPLANK LAP SIDING TYP @ EXT WALLS
TO SLAB
re sid ence
2
SOUTH ELEVATION 1/4" = 1'-0"
A rc hi tec t ure CDA
2'-0" MIN
For this new single-family residence near Sandpoint, ID I worked under the direction of the Architect of Record, Jerry Anderson, to develop the full construction set. A brief sampling of those drawings completed in Revit are included here.
12
12
1' - 0"
1' - 10 5/8"
3
BATH EXHAUST VENT
TO HEEL
6
2
(2) 2x10 TO HEEL
TO PLT
TO PLT
3' - 0"
1' - 5"
8' - 0"
1
(2) 2x12
TO FLR
6
TO HEEL
5 1/8" x 12" GL BEAM
TO PLT
TO PLT
7
4
9
9
6X6 COLUMN
1' - 6"
TO FLR
PROVIDE SIMPSON HARDWARE AT ALL BEAM AND COLUMN CONNECTIONS TYPICAL
9' - 0"
9' - 0"
2
FLR TO SILL
3
TO FLR
FINISH GRADE
NORTH ELEVATION
1
1/4" = 1'-0" 3 A4.0
VENTED ATTIC MATCHING SOFFIT
LINEN
BATH #3
DBL SHWR
MASTER BEDROOM
VENTED ATTIC
SUPPLY DUCT IN SOFFIT SEE M1.0
BEDROOM #2
2
SECTION B-B 1/4" = 1'-0"
HALLWAY
KITCHEN
COARSE AGGREGATE
FILL
18" X 8" CONCRETE FOOTING W/ (2) #4 CONT
-2' 6" BO -FTG UNDISTURBED SOIL
PERF FOUNDATION DRAIN TO DAYLIGHT
3
S1.0
"
-0
12' - 0" 2' - 9"
26' - 9"
2' - 0"
0
4
0
12' - 0"
4
HEAT PUMP
5' - 0"
202 S. Second Street Elk River, ID
A
610 W. Hubbard, Ste. 214 Coeur d' Alene, Idaho 83814 PHONE: (208) 664-1039
135 .00 °
0"
'-
"
-7
8'
4' - 6 1/4"
0
11' - 6 3/8"
5' - 0"
2
EGRESS WINDOW MAX OPENING 3’−8" AFF
12' - 0"
GERALD F. ANDERSON
FILL
0
BED #2
3' - 7 3/4"
11
WALL SECTION 3/4" = 1'-0"
8"
'-
1"
UNDISTURBED SOIL
12/19/13 02/10/14 05/06/14
3/4" = 1'-0"
MAINTAIN BO FTG TO FIN GRADE
CONT 6 MILL POLY
24" X 8" CONCRETE FOOTING W/ (2) #4 CONT & #4 TRANS @48" OC
INTERMEDIATE FOOTING
8" CONC WALL W/#4 @ 18" OC HORIZ &#4 @ 24" OC VERT
COMPACTED FILL
0
5' - 0"
10' - 0"
OV EN S
NC H
3' -
0' - 6"
#4 REBAR TYP SEE DRAWING 1 S1.0
11 7/8" TJI 210 W/ R−30 FIBERGLASS BATT
5
12/19/13 02/10/14 05/06/14
CONT 6 MILL POLY
CONT WATER BARRIER TYP
¾" T&G
2' - 6"
½"DIA ANCHOR BOLTS
(2) 2x10 SEE DRAWING 4 THIS SHEET
RCHITECTURE CDA
PTW 2X6 MUD SILL
2X6 STUDS @ 16" OC ROOF BEARING ONLY; NON− ROOF BEARING 2X4 @ 24" OC
PTW 2X6 MUD SILL ½" X 10" ANCHOR BOLT @ 4’−0" OC TYP
4' - 2 1/8"
2X6 DBL TOP PLT
LIVING ROOM
1 1/4"X11 7/8" LSL
3' - 0 1/4"
0
4
13' - 4" 2' - 0"
2' - 4"
" -0
WARM SIDE: ½" GWB OVER 6 MILL POLY W/ R−21 FIBERGLASS BATT TYP
610 W. Hubbard, Ste. 214 Coeur d' Alene, Idaho 83814 PHONE: (208) 664-1039 Email: jerry@andersonarchitecture1.com
(STHD) ’SIMPSON STHD14RJ’ SEE S1.0 FOR LOCATIONS
A4.0
CLOSET
RCHITECTURE CDA
2' - 0"
STAIRS
1' - 8FLOOR 1/8" FIRST 11 7/8" TJI 210 W/ R−30 FIBERGLASS BATT
INMAN/CUSACK RESIDENCE
11' - 6"
4 0 4
3
17' - 0"
2' - 0" 6' - 9"
0 3 0
2
A2.0
NORTH
GERALD F. ANDERSON
¾" T&G PLY
2
5
3' - 3"
" -6
WINDOWS: VYNIL FRAME W/ 1" INSULATED BRONZE LOW−E ARGON FILLED
3"
BEDROOM #2
7'
10' - 0 5/8"
0 0 5 9 7 1/ HE 8 AD " X ER 12 "
(2) 2x10
2X6 STUDS 16" OC W/½" GWB
ER BEDROOM EA SIDE
AH
12' - 0"
CRAWL ACCESS
11
10 "
10 '-
-0
" 1' - 5 1/8"
0"
GL
1/4" = 1'-0"
(2) 2x10 SEE DRAWING 4 THIS SHEET
BATH #2
0
1
FIRST FLOOR
EXT WALLS: 8" RUSTIC CEDAR SIDING OVER½" PLY W/ TYVEK TYP
3
A4.0
'-
2
1/4" = 1'-0"
GARAGE
0 0 7
25
SECOND FLOOR
9
6"
12' - 0"
TYP @ GABLE ENDS
5
'-
2' - 0" 5' - 0"
GL
D
1/ HE 8 AD " X ER 12 "
4' - 7"
ATTIC ACCESS
EGRESS WINDOW MAX OPENING 3’−8" AFF
8' - 10 3/4"
W
10
2' - 0"
" -0
WIC
(1) LAYER 5/8" TYPE X GWB EA SIDE
0
1' - 10"
FLR DRAIN
0"
(2) 2x6 TYP
7'
7' - 0 1/4"
SITTING ROOM
3' - 0"
2'
0
4
WH
11 7/8" SERIES 210 TJI
" 3/4
2
4' -
0
3
0
DN
4’x4’ LANDING NUMBER OF STEPS TO BE FIELD VERIFIED
'-
FLAT CEILING 8'-0" TO BOTTOM CHORD
6' - 6 5/8"
0
1
7' -
UTILITY
0"
(ST) ’SIMPSON MSTC40’ SEE S2.0 FOR LOCATIONS
5' - 0"
3/ 4"
BATH #1
1 1/4" X 16" LVL RIM JOIST TYP
WC
7' - 6 1/2"
3' -
0
11
5' - 0"
4' - 1"
11' - 8 3/4" SECOND FLOOR
3
"
0
-2
2'
2
6' - 6"
4
3' - 0"
2
3
6'
0
-0
3' - 0"
SOFFIT FINISH FACE ABOVE
4
0"
6' - 0"
12' - 8"
LN.
0
6
FLR DRAIN
2
" -4
0
0
6'
2
2
STORAGE
3
" -6
2' - 4"
3
PANTRY
20 MIN FIRE−RATED DOOR AND GASKET
6'
ROOF OUTLINE ABOVE
SHOWER MASTER BED
0
4
0
1' - 0"
0 3
1' - 0"
BATH #3
0
'-
0
3
5' - 0"
25
4
8' - 0"
0
1' - 10"
12
CATHEDRAL CEILING ABOVE @ 3/12
6" CONCRETE SLAB 4’X4’
6'
0
ENTRY
BE
3
0
4' - 0"
0
−IN
0
2' - 5 3/8"
CLOSET
ILT
4
3' - 0"
REF.
BU
STOVE FLUE
2
4' - 4"
3' - 9"
PONY WALL
5
4 0 3 6
2' - 0 1/4"
16' - 10 3/4" TYP @ EAVES
6' - 0"
CLOSET
UP
1
3
8' - 0"
BATH #3
2x6 WALL
5' - 3"
A3.0
202 S. Second Street Elk River, ID
3' - 0"
A4.0
3' - 5 3/4"
11' - 9"
8' - 0" 1/ 2" 0' -
CATHEDRAL CEILING ABOVE @ 3/12 PITCH
(OPEN BELOW)
7
0
5
3' - 3"
3' - 9"
LINEN
KITCHEN
DW
2X6 @ 16" OC TYP
2
"
4
INMAN/CUSACK RESIDENCE
2' - 0" 4 0 6 0
-2
8
0 0 6 4
1'
0
5' - 4"
2' - 0"
36" TO COUNTER
2. Verify clearance to combustibles in accordance with manufacturers instructions.
DINING
23' - 6 7/8"
42" TO COUNTER
7
0
2
1. Mechanical vents, ducts, fans, and motor requirements and ratings per mechanical contractor and according to manufacturer's instructions.
W/ TRIANGLES ABOVE SEE A2.0/1
5
NON−COMBUSTIBLE CLEARANCE AMI
3
Mechanical
1' - 0"
1' - 8"
4' - 0"
BED #1
0
3
6
DINING
0
SOFFIT FINISH FACE ABOVE
DBL TOP PLATE TYP
1. Plumbing supply lines, drains, vents, cleanouts, and fixture requirements per plumbing contractor and according to manufacturer's instructions.
1
5' - 6"
14' - 0" 3' - 0"
(not used)
1 1/2" = 1'-0"
0
3
WOOD STOR.
0
LIVING
FLAT CEILING 9'-0" TO BOTTOM CHORD
BRACED WALL PANEL
4
Plumbing
7
5/8" GWB OVER 6 MILL POLY @ CLG TYP
CONT STRIP VENT TYP BWP
0
6
5. Smoke detectors and Carbon Monoxide detector locations as indicated on sheet. Detectors shall be powered from building wiring plus battery backup and interconnected so activation of 1 alarm sets off all alarms.
6
11' - 10"
1X6 FASCIA ACROSS PLUMB−CUT TRUSS TAILS
4. AFCI protection required for bedrooms, closets, living rooms, dining rooms, hallways, and other similar locations.
3
TO PLT
½" 24/0 RATED PLY
6
2
0 R−60 BLOWN CELLULOSE
4' - 0"
DN 3' - 0"
2. Recessed lights non-IC rated shall maintain minimum 3" from insulation and minimum 1/2" from combustibles. 3. GFCI protection required for bathroom, in crawlspace, kitchen countertops, and exterior receptacles.
MAINTAIN AIR FLOW
3 0 3 6
R−21 FIBERGLASS BATT INSULATION
1. Receptacles, switches, and lighting locations per 2011 National Electrical Code.
MIN 12" ENERGY HEEL
7
(OPEN ABOVE)
1' - 8"
Electrical
1' - 0 1/4"
2X6 @ 16" OC TYP
6. Door and window placement dimensions from framing to center. All other dimensions to face of framing.
DECK
FACE NAIL: USE 8D RING−SHANK @ 4" OC PANEL EDGES; 8" OC INTERMEDIATE STUDS
TO HEEL
5. Continuous Tyvek or equivalent air barrier required on outside face of exterior walls. Tape all seams according to manufacturer's instructions.
0
4 0 7 6
2' - 0"
17' - 7"
ICE & WATER SHIELD MIN 2’−0" OVER EXT WALLS
2X6 FLAT EDGE BLOCKING
7
° .00 135
" -2
4. Continuous 6 mill polyethylene vapor barrier on interior face of wall studs, ceiling rafters, and crawlspace-side of floor joists. Tape all seams using 3M 8087 or equivalent.
4' - 6"
1' - 0"
1'
3. R-21 fiberglass batt insulation required in exterior wall cavities, R-30 fiberglass batt insulation required in floor cavities, and R-60 blown cellulose in ceiling cavities; each installed according to manufacturer's instructions.
9' - 0"
6 0 7 4
½" GWB
12' - 6 5/8"
A2.0
RESIDENTIAL
RIBBED METAL ROOF SYSTEM OVER 30# FELT
2. Bedroom window requires egress hardware permitting minimum net clear opening of 5.7 square feet with 20" minimum width and 24" minimum height. Egress window maximum 44" above finished floor.
1
18' - 0"
ENGINEERED VAULT TRUSS 4' - 6" BY MANUFACTURER
5'
12' - 0"
1. 1/2" Type X gypsum wall board required on all interior walls EXCEPT Bath: Bath shall have 1/2" mold resistant gwb applied to walls and 5/8" mold resistant gwb applied to ceiling. Remaining ceilings shall have 5/8" Type X gwb. GWB joints and fasteners shall be taped at walls and ceilings.
1' - 0"
PLAN NOTES:
A4.0
thank
you.
6 +resume
projects spreads years
Antonio Norsworthy Master of Architecture
brief anthology
antonio.norsworthy@wsu.edu | (509) 336-9691