6 PROJECTS + RESUME

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

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y

ca

s ve fa

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n ou

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bo

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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.

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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