Nallely Almaguer _ Architecture Portfolio by NALLELY ALMAGUER-RODRIGUEZ

NALLELY ALMAGUER

NALLELY I was born in Guanajuato Mexico. My interest in Architecture began as a child. Back home, my father was a welder and early on I was fascinated by the process through which material is given form to serve the needs of a comminity. The sense of community, duty, resilience and interest in material processes which shaped my initial interest in the architecture professioin have had formative role in my development as a designer. After completing an arduous techical training at East Los Angeles College, I transfered to UCLA to complete a B.A. In Architectural Studies. Currently I am looking for a position in firm where I futher develop my understading of building processes and hope to focus on construction administration in my next phase of professional development.

CONTENTS

01. Surface Deformation PCC 2013 Visual Communication II 02. L.A. Historic Park PCC 2013 Design Fundamentals 03. Horizontal Skyscraper ELAC 2016 Architectural Design II 04. There/Her(e)

UCLA 2018 Studio III

05. Lakewood Bungalow

Residential Technology III

06. Redesigning the American Dream

UCLA 2020 AUD - Building Industry Research

07. LA Perspectives

UCLA 2020 Arts Education Certificate

END OF

WAR

The wound the womb the scar the light. A terrifying sight which mutes reason and leaves only the thunderous sounds of a tormented sea hurling itself onto the dark shore with the determination of a hundredthousand boy soldiers. Fear becomes the guiding hand, the silent voice urging for oblivion desperately grasping at solid ground only to be pulled back unable to escape the force its own dark glistening vastness. A deafening roar of shadows spiraling and convulsing eyes shut, heart wrung and innocenceâ&#x20AC;&#x2122;s last gasping breath suspended. Then enter love. In this project Single Surface Deformation (SSD) is utilized to explore the relationship between visual and textual language. Deformation, articualtion and gesture are employed in an exploration of trauma. Surface, contour and texture in image is combined with text to give form to the ineffible.

C2 C3 a

BACK

RIGHT

C1 C1

b TOP

FRONT

LEFT

b c

2.0

TOP FRONT 2

4 3

BOTTOM RIGHT

c b

b c

2.1-1

2.1-2

ES HISTORIC PARK TRANSIT STATION ES CA. LA Historic Park

STATION A MULTIMODAL TRANSPORTATION HUB DESIGNED TO MOVE USERS EASILY BETWEEN BYCICLES, BUSES, AND TRAINS TO THEIR DESTINATIONS FOR EITHER WORK OR RECREATION. AT THE TOP OF THE PROJECT SYSTEM TO THE TRAIN PLATFORM 30 ft BELOW. BETWEEN THE TWO TRANPORTATION PROGRAMS A BICYCLE SERVICE STATION PROVIDES USERS ACESS TO BICYCLE REPAIR AND RENTAL FROM 9AM -7PM, CHANGING ROOM AND STORAGE FACILITY.

VER. THE RIVER SERVES AS THE BOUNDARY BEWEEN DOWNTOWN AND EAST LOS ANGELES. HISTORICALLY THIS SITE WAS THE BOUNDARY OF SPANISH SETTLEMENT IN THE AREA. IN 1874 THE BANKS G A SHIFT IN THE COURSE OF THEThis RIVER. commuter LATER IT BECAME station THE PRINCIPAL RAIL DEPOT INfor THE WEST FOR SOUTHERN PACIFIC RAIL ROAD AND THE GATEWAY TO CALIFORNIA FOR MILLIONS OF SETTLERS. is a design a multimodal BOUT CONFLICT BETHEEN ETHNIC GROUPS AS CORPORATE ECONOMIC INTERESTS MOVED INTO THE AREA TO BUILD UNION STATION AND DOGER STADIUM DISPLACING LARGE NUMBERS OF PEOPLE. IN 19990 THE designed to facilitate sustainable VIEWS FROM SITE ORGANIZATIONAL DIAGRAM TRANSIT ROUTES STRUCTION BEGAN ON A PARK TOtransportation RECLAIM THE SITE FOR hub PUBLIC USE. VEHICLE ROUTES SOUTH VIEW CONTACT POINT BASED ON VIEW PROJECTION

trasportation VIEW OF DOWNTOW SKYLINEpatterns.

BICYCLE ROUTES

PATHWAY CONDITIONS PRESCRIBED BY THE SITE, BORDERS ARE TREATED AS AREAS OF EXCHANGE WHERE THERE EXIXTS A PUSH PULL DYNAMIC BETWEEN ELEMENTS, INDEFINATE EDGE CONDITIONS AINFLOW. THE SITE PLAN IS ORGANIZED TO TAKE ADVANTAGE OF THE VIEWS OF THE DOWNTOWN SKYLINE. EXTENDED PATHWAYS AND SLIGHT INCLINES CREATE A SEAMLESS ELEVATIONAL TRANSITIO ON OF PATHWAY INTO LANDSCAPE. The project is rooted in the concept of border conditions

prescribed by the site which is near the banks of the Los Angeles

AMP AND OVERHEAD SYSTEMS WITH METAL PANNELS TRANSITIONING INTO GLASS IN ORDER TO ALLOW THE FLOW OF LIGHT INTO THE SPACE. A MULLION PATTERN IS INLAID INTO THE METAL PANNELS AND river. The project recovers character of the river ENCLOSURE. banks before G TO ACELERATE THE VISUAL RYTHIM OF THE FORM AS IT PULLS AWAY FROMthe THE OVERHEAD STUCTURE TO BECOME

channelization. Borders between landscape ans circularoty paths

PAIR 2. STORAGE 3. USER SERVICES. THE FIRST MEASURES 480 SQUARE FEET AND IS LOCATED ON THE WEST SIDE OF THE BUILDING TO PROVIDE THE BEST VIEWS TO THE MOST PUBLIC PART OF THE PROGRAM. are LEADS treated asSTATION’S areas LEVEL of dynamic with indefinite THE END OF THE RAMP SECTION THAT INTO THE IN ORDER TOexchange FACILITATE ACESS AS WELL AS TO SHIELDedge VISIBILITY INTO THE STOGE FACILITY AND CHANGING AREAS FROM THE OUTSIDE. PACE AND HAS THE CAPACITY TOconditions. STORE 64 BICYCLES USING DOUBLE STACK RACKS.THE USER SERVICES INCLUDE A BATHROOM, CHANGING ROOM AND LOCKERS COLLECTIVELY MEASURING 160SUARE FEET. ORAGE FACLITIES AND ARE DIVIDED FROM THE REPAIR FACILITIES BY A GLASS SLIDING DOOR WHICH REMAINS OPEN WHILE THE REPAIR SHOP IS OPERATING AND IS LOCKED AT NIGHT. THE BICYCLE SERICE STATION FACILITATES N ALLOWING USERS TO ESCAPE TRAFFIC AND RECONNECT WITH THE CITY.

The interior houses a three part program: repair, storage and user services. This multimodal station facilitates the use of bicycles and public transportation allowing users to escape traffic and reconnect with the city.

LOS ANGELES HISTORIC PARK TRANSIT STATION LOS ANGELES CA. PRESENT DAY CHANNEL

THE LOS ANGELES HISTORIC STATE PARK COMMUTER STATION A MULTIMODAL TRANSPORTATION HUB DESIGNED TO MOVE USERS EASILY BETWEEN BYCICLES, BUSES, AND TRAINS TO THEIR DESTINATIONS FOR EITHER WORK OR RECREATION. AT THE TOP OF THE PROJECT SITS A BUS STOP WHICH IS CONNECTED BY THE RAMP SYSTEM TO THE TRAIN PLATFORM 30 ft BELOW. BETWEEN THE TWO TRANPORTATION PROGRAMS A BICYCLE SERVICE STATION PROVIDES USERS ACESS TO BICYCLE REPAIR AND RENTAL FROM 9AM -7PM, AS WELL AS 24 HR ACCESS TO A RESROOM, LOCKERS, CHANGING ROOM AND STORAGE FACILITY. THE SITE IS NEAR THE BANKS OF THE LOS ANGELES RIVER. THE RIVER SERVES AS THE BOUNDARY BEWEEN DOWNTOWN AND EAST LOS ANGELES. HISTORICALLY THIS SITE WAS THE BOUNDARY OF SPANISH SETTLEMENT IN THE AREA. IN 1874 THE BANKS OF THE RIVER OVERFLOWED NEAR THE SITE CAUSING A SHIFT IN THE COURSE OF THE RIVER. LATER IT BECAME THE PRINCIPAL RAIL DEPOT IN THE WEST FOR SOUTHERN PACIFIC RAIL ROAD AND THE GATEWAY TO CALIFORNIA FOR MILLIONS OF SETTLERS. DURING THE 20TH CENTURY EXPANSION BROUGHT ABOUT CONFLICT BETHEEN ETHNIC GROUPS AS CORPORATE ECONOMIC INTERESTS MOVED INTO THE AREA TO BUILD UNION STATION AND DOGER STADIUM DISPLACING LARGE NUMBERS OF PEOPLE. IN 19990 THE SITE WAS PURCHASED BY THE CITY AND IN 2006 CONSTRUCTION BEGAN ON A PARK TO RECLAIM THE SITE FOR PUBLIC USE. THE PROJECT IS ROOTED IN TTHE CONCEPT BORDER CONDITIONS PRESCRIBED BY THE SITE, BORDERS ARE TREATED AS AREAS OF EXCHANGE WHERE THERE EXIXTS A PUSH PULL DYNAMIC BETWEEN ELEMENTS, INDEFINATE EDGE CONDITIONS AS WELL AS A DIVERGENCE OF ELEMENTS FROM A MAINFLOW. THE SITE PLAN IS ORGANIZED TO TAKE ADVANTAGE OF THE VIEWS OF THE DOWNTOWN SKYLINE. EXTENDED PATHWAYS AND SLIGHT INCLINES CREATE A SEAMLESS ELEVATIONAL TRANSITIO LIBERATING THE RAMPS FROM THE NARROW FUNCTION OF PATHWAY INTO LANDSCAPE.

RAMPS THE BUILDING ENCLOSURE PEELS A WAY FROM THE RAMP AND OVERHEAD SYSTEMS WITH METAL PANNELS TRANSITIONING INTO GLASS IN ORDER TO ALLOW THE FLOW OF LIGHT INTO THE SPACE. A MULLION PATTERN IS INLAID INTO THE METAL PANNELS AND GLASS WHICH FORM THE ENVELOPE OF THE BUILDING TO ACELERATE THE VISUAL RYTHIM OF THE FORM AS IT PULLS AWAY FROM THE OVERHEAD STUCTURE TO BECOME ENCLOSURE. CONTACT POINTS

OLD RIVER (1825)

THE INTERIOR HOUSES A THREE PART PROGRAM: 1. REPAIR 2. STORAGE 3. USER SERVICES. THE FIRST MEASURES 480 SQUARE FEET AND IS LOCATED ON THE WEST SIDE OF THE BUILDING TO PROVIDE THE BEST VIEWS TO THE MOST PUBLIC PART OF THE PROGRAM. OVERHEAD THE STORAGE FACILITY LIES ON THE EAST SIDE NEAR THE END OF THE RAMP SECTION THAT LEADS INTO THE STRUCTURE STATION’S LEVEL IN ORDER TO FACILITATE ACESS AS WELL AS TO SHIELD VISIBILITY INTO THE STOGE FACILITY AND CHANGING AREAS FROM THE OUTSIDE. STOARAGE ENCOMPASES 960 SQUAR E FEET OF THE SPACE AND HAS THE CAPACITY TO STORE 64 BICYCLES USING DOUBLE STACK RACKS.THE USER SERVICES INCLUDE A BATHROOM, CHANGING ROOM AND LOCKERS COLLECTIVELY MEASURING 160SUARE FEET. THESE SERVICES SHARE A N ENTRANCE WITH THE STORAGE FACLITIES AND ARE DIVIDED FROM THE REPAIR FACILITIES BY A GLASS SLIDING DOOR WHICH REMAINS OPEN WHILE THE REPAIR SHOP IS OPERATING AND IS LOCKED AT NIGHT. THE BICYCLE SERICE STATION FACILITATES GREEN SPACE WITH THE CITY. THE USE OF BYCLICLES AND PUBLIC TRANSPORTATION ALLOWING USERS TO ESCAPE TRAFFIC AND RECONNECT

BORDER CONDITIONS CONCEPT DIAGRAM

LOS ANGELES RIVER COURSE SHIFT

VIEW FROM CORNF

DWA

OA N. BR

x. SOUTH VIEW

VIEWS FROM SITE

VIEW OF DOWNTOW SKYLINE

CONTACT POINT

ORGANIZATIONAL DIAGRAM BASED ON VIEW PROJECTION

SITE CIRCULATION

TRANSIT ROUTES

VEHICLE ROUTES BICYCLE ROUTES

PATHWAY

x. SOUTH VIEW VIEW OF DOWNTOW SKYLINE

VIEWS FROM SITE

CONTACT POINT

ORGANIZATIONAL DIAGRAM BASED ON VIEW PROJECTION

VEHICLE ROUTES

SITE CIRCULATION

TRANSIT ROUTES

BICYCLE ROUTES

PATHWAY

RAMPS CONTACT POINTS OVERHEAD STRUCTURE GREEN SPACE VIEW FROM CORNFIELD

RAMPS CONTACT POINTS OVERHEAD STRUCTURE

SITE PLAN SCALE 1’-1/16”

SITE A SCALE

GREEN SPACE

SITE CIRCULATION DIAGRAM

VIEW FROM CORNFIELD

SITE CIRCULATION

SIT SCA

SCALE- 3/128”=1’00”

MASSING RESPONSE 01- VIEW CAPTURE

SITE VIEWS

SITE PLAN

Horizontal SKYSCRAPER PLAN 0

PLAN 01

SCALE- 3/64”=1’00”

PLAN 1.5

SCALE- 3/64”=1’00”

PLAN 02

Meridian

Fairview

Fair Oaks

SCALE- 3/64”=1’00”

Mission

South Pasadena Cultural Center

WEST STREET ELEVATION

Fair Oaks

SCALE- 3/64”=1’00”

Monterey Rd

CULTURE

SITE VIEWS

MASSING RESPONSE 02- SITE FLOW FORCE LINES MASSING RESPONSE 01- VIEW CAPTURE

Fairview

Meridian

Fairview

Meridian

Fair Oaks

SCALE- 3/128”=1’00”

Fair Oaks

This Community Center is located in the Rail-Car Suburb of South Pasadena, California. Through a careful study of the contextual conditions present on the site the project is developed to serve as a bridge between downtown los angeles anf the City of Pasadena reserach facilities , surface garden and a horizontal gallery compose a procession designed to give visitors perspective on the history of the site and its larger context.

PUBLIC

COMMUNITY

SEMI-PUBLIC

INDIVIDUAL

PRIVATE

PROGRAM DISTRIBUTION CONCEPT

Fair Oaks Fairview

Meridian

FACADE PANELS

Mission

CULTURE

PUBLIC

COMMUNITY

SEMI-PUBLIC

INDIVIDUAL

PRIVATE

CIRCULATION AND SUN PATH

MASSING RESPONSE 02- SITE FLOW FORCE LINES

PROGRAM DISTRIBUTION CONCEPT

MASSING RESPONSE 01- VIEW CAPTURE

SITE VIEWS

SCALE- 3/128”=1’00”

Fair Oaks

WALL SYSTEM CONSTRUCTION SITE PLAN

WEST COURTYARD

Meridian

Fairview

Fair Oaks

Monterey Rd

Meridian

Fairview

Mission

FACADE PANELS South Pasadena Cultural Center

Mission

SCALE- 3/64”=1’00”

WEST ELEVATION

Fair Oaks

COMMUNAL SPACE AND TREE COVER

BUILDING MASS SOUND ATTENUATION

Monterey Rd

PLAN 01

SCALE- 3/64”=1’00”

PLAN 1.5

SCALE- 3/64”=1’00”

PLAN 03

SCALE- 3/64”=1’00”

PLAN 02

Meridian

SCALE- 3/64”=1’00”

Fairview

PLAN 0

Mission

NORTH-WEST ELEVATION

SCALE- 3/64”=1’00”

CIRCULATION AND SUN PATH

SCALE- 3/64”=1’00”

SECTION 01

Fair Oaks

WALL SYSTEM CONSTRUCTION DATUMS AND UNDER-UTILIZED SPACE

WEST COURTYARD Monterey Rd

South Pasadena Cultural Center

WEST STREET ELEVATION

EAST ELEVATION

SCALE- 3/64”=1’00”

SECTION 02

Fairview

Meridian

SCALE- 3/64”=1’00”

Monterey Rd

SCALE- 3/64”=1’00”

Mission

CULTURE

COMMUNITY

INDIVIDUAL South Pasadena Cultural Center

SCALE- 3/64”=1’00”

WEST ELEVATION

SOUTH

ELEVATION

NOISE POLUTION

SCALE- 3/64”=1’00” SCALE- 3/128”=1’00”

RESEARCH GARDEN

MASSING RESPONSE 02- SITE FLOW FORCE LINES

PROGRAM DISTRIBUTION CONCEPT

MASSING RESPONSE 01- VIEW CAPTURE

SITE VIEWS

Fair Oaks

COMMUNAL SPACE AND TREE COVER

BUILDING MASS SOUND ATTENUATION

Fairview

Meridian

Monterey Rd

Mission

NORTH-WEST ELEVATION

SCALE- 3/64”=1’00”

PLAN 01

SCALE- 3/64”=1’00”

PLAN 1.5

SCALE- 3/64”=1’00”

PLAN 02

SCALE- 3/64”=1’00”

PLAN 03

SCALE- 3/64”=1

SITE PLAN

There Here

East los Angeles Refugee Center. The Center is designed as an alternative to detention to house migrants seeking assylum in the United States. The form is designed as a collision of primary volumes with colliding program specific grids organized around a collanade and central plaza.

UNROLLED ELEVATION 40’

80’

160’

SERVICE OFFICE LEVEL PLAN 20’

ENTRY LEVEL PLAN

20’

40’

80’

40’

80’

WONG RESIDENCE 2943 DEERFORD ST. LAKEWOOD, CALIFORNIA 90712

REAR YARD

8.ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES, CONFORMING TO STANDARD GRADING RULES FOR WEST COAST LUMBER, NO. 16, UNLESS NOTED OTHERWISE. RAFTERS, JOISTS, AND PLATESNO. 2 BEAMS, STRINGERS, AND HEADERSNO. 1 POSTS AND TIMBERSNO. 1 2x4 JOISTS AND RAFTERSNO. 2 STUDS, BLOCKING, AND STRIPPINGSTUD GRADE

DETAIL NO. 0

BUILDING SECTION MARKER SHEET NO.

WEATHER PROOF DUPLEX RECEPTACLE

WP 0

FOURPLEX RECEPTACLE D

1.ALL CONCRETE, UNLESS OTHERWISE NOTED, SHALL BE REGULAR WEIGHT, HARD ROCK TYPE (150 PCF). AGGREGATES SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05%.

A.EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALL AND SOLE SOLE PLATES & FLOORS, & BETWEEN EXTERIOR WALL PANELS;

INCANDESCENT LIGHT FIXTURE W/ PULL CHAIN

EQUIPMENT SYMBOL

FLOURESCENT LIGHT FIXTURE

2.ULTIMATE COMPRESSIVE STRENGTHS AT 28 DAYS SHALL BE;

EXISTING WALL TO REMOVE

B.OPENINGS FOR PLUMBING, ELECTRICAL & GAS LINES IN WALLS, CEILINGS & FLOORS; SLAB ON GRADE2000 PSICONTINUOUS FOOTINGS2000 PSI PAD FOOTING2000 PSIRETAINING WALLS2000 PSI

C. OPENINGS IN THE ATTIC, SUCH AS THE POINT WHERE CEILINGS MEET MASONRY FIREPLACES.

LIGHT FIXTURES W/ VAPOR SEAL

JUNCTION BOX FOR APPLIANCES/FIXTURES

1.ALL REINFORCING STEEL, DOWELS, AND TIES SHALL CONFORM TO ASTM A615, GRADE 40, UNLESS NOTED OTHERWISE.

GAS OUTLET

22.ALL HEATERS AND OTHER GAS APPLIANCES SHALL VENT TO OUTSIDE AIR.

2.ALL REINFORCING STEEL SHALL BE LAPPED AS INDICATED ON THE DRAWINGS. WHERE LAPS AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED, VERIFY WITH THE ENGINEER IF A SPLICE CAN BE PROVIDED. ALL REINFORCING STEEL SHALL BE LAPPED WITH A CLASS “C” LAP UNLESS NOTED OTHERWISE. ALL SPLICE LOCATIONS SHALL BE SHOWN ON SHOP DRAWINGS AND APPROVED PRIOR TO FABRICATION.

SMOKE DETECTOR

23.WATER HEATERS SHALL USE RIGID PIPE CONNECTIONS OR BE STRAPPED TO STRUCTURE.

3.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A815.

25.ALL EXTERIOR FINISHES OVER APPROVED 15# BUILDING PAPER.

NAILING SCHEDULE

26.ATTIC VENT 1 SQ. FT. PER 10 SQ. FT. OF ATTIC SPACE. 27.USE APPROVED JOIST HANGERS ALL JOISTS TO FLUSH BEAMS, LEDGERS, ETC.

30.ALL PLYWOOD USED IN CONSTRUCTION SHALL BE LAMINATED WITH WATERPROOF GLUE AND CONFORM TO P.S.I. 74 IDENT. INDEX. PLY FLOOR 32/16. ROOF SHTG. 24/0 PAN. INDEX. 31.AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE GUEL GAS LINE ON THE DOWN STREEM SIDE OF THE UTILTIY METER & BE RIDGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEWL GAS PIPING. (PER ORDINANCE 171, 874- FOR WORK OVER $10,000) 32. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, UPON THE OWNER'S APPLICATION FOR A PERMIT FOR ALTERATIONS, REPAIRS, OR ADDITIONS, EXCEEDING $1,000. R314.6.2 33. AN APPROVED SMOKE ALARM SHALL BE INSTALLED IN EACH SLEEPING ROOM & HALLWAY OR AREA GIVING ACCESS TO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY. SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL. (R314) 34. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. CARBON MONOXIDE ALARM SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. (R315) 35. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1,000), EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE ALARM IN ACCORDANCE WITH SECTION R315.1. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS OBTAINED. (R315.2.2) 36. 50 PERCENT OF NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE SHALL BE RECYCLED AND/OR SALVAGED FOR REUSE IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING CODE, CHAPTER 4, DIVISION 4.4. (R324) 37. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR & UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE W/I TEN FEET OF ANY POWER LINES WHETHER OR NOT THE LINEW ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTIONDELAYS &/OR ADDITIONAL EXPENSES.

FRAMING LUMBER

FIRE DEPARTMENT NOTES

1.TOP PLATE OF ALL STUD WALLS SHALL BE TWO PIECES THE SAME SIZE AS THE STUDS, SPLICES ARE TO LAP 4’-0” MINIMUM AND BE NAILED WITH 12-16d NAILS MINIMUM EACH SIDE OF JOINT.

1. ALL DRAPES, HANGINGS, CURTAINS, DROPS AND ALL OTHER DECORATIVE MATERIALS SHALL BE MADE FROM NON-FLAMMABLE MATERIAL OR SHALL BE TREATED AND MAINTAINED IN A FLAME-RETARDANT CONDITION.

2.PROVIDE 2x SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS, BLOCKING SHALL BE ONE PIECE AND BE THE FULL DEPTH OF THE JOIST OR RAFTER.

2. ALL SMOKE DETECTORS SHALL BE HARD WIRED W/BATTERY BACKUP.

43-B CONCRETE MASONRY WALL - SEE PLAN/DETAILS FOR SIZE

GARBAGE DISPOSER

BATT INSULATION - SEE PLAN FOR THICKNESS/R-VALUE

ABBREVIATIONS ACOUS ACOUSTIC ADD. ADDITIONAL A.F.F. ABOVE FINISH FLOOR & AND APPROX APPROXIMATELY @ AT BLDG BUILDING BM BEAM BD BOARD BOT BOTTOM CAB CABINET CLG CEILING C.J. CONTROL JOINT,

F.O.C. FACE OF CONCRETE F.O.S. FACE OF STUD FIN FINISH, FINISHED FIXT FIXTURE F.G. FINISH GRADE F.J. FLOOR JOIST F.L. FLOW LINE FLR FLOOR FLOUR FLOURESCENT LIGHTS GA GAUGE GALV GALVANIZED G.I. GALVANIZED IRON GL GLASS, GLAZING G.S. GALVANIZED STEEL GYP BD GYPSUM WALLBOARD H.C. HOLLOW CORE H.M. HOLLOW METAL HORIZ HORIZONTAL HRDWD HARDWOOD HRDWR HARDWARE INT INTERIOR INCAND INCANDESCENT LAV LAVATORY LT LIGHT MAX MAXIMUM MECH MECHANICAL MTL METAL MIN MINIMUM MISC MISCELLANEOUS MTD MOUNTED M.O. MASONRY OPENINGS N.I.C. NOT IN CONTRACT NO., # NUMBER O.C. ON CENTER OPNG OPENING O.D. OUTSIDE DIAMETER

CEILING JOIST CLR CLEAR COL COLUMN CONC CONCRETE CONT CONTINUOUS CSMT CASEMENT C.T. CERAMIC TILE DBL DOUBLE D. F. DRINKING FOUNTAIN DIA, DIAMETER DIM DIMENSION DISP. DISPOSER DET DETAIL DN DOWN DR DOOR DRWR DRAWER D.S. DOWNSPOUT EA EACH E.J. EXPANSION JOINT ELEC ELECTRICAL EL ELEVATION EQ EQUAL EXIST EXISTING EXT EXTERIOR F.F. FINISH FLOOR

PL PLATE PLWD PLYWOOD PNTD PAINTED P.T. PRESSURE TREATED REF REFERENCE REINF REINFORCED REQ’D REQUIRED REV REVISION RM,RMS ROOM, ROOMS R.R. ROOF RAFTER SCHED SCHEDULE SHT SHEET SIM SIMILAR S.C. SOLID CORE SQ SQUARE S.S. STAINLESS STEEL STD STANDARD STL STEEL STR STRUCTURAL S.V. SHEET VINYL T.C. TOP OF CURB T.O.C. TOP OF CONCRETE T.O.W. TOP OF WALL TEL TELEPHONE TEMP TEMPERATURE, TEMPERED T.O.G. TOP OF GRADE THK THICK, THICKNESS T.O.P. TOP OF PLATE TYP TYPICAL V.C.T. VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE W/ WITH WD WOOD W.I. WROUGHT IRON WDW WINDOW W.P. WATERPROOF W.R. WATER-RESISTIVE

21'-2"

3. EVERY EXIT DOOR SHALL OPEN FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, PER SECTION 12-104 OF FIRE CODE.

4.ALL WOOD BEARING ON CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR.

4. FIRE PROTECTION EQUIPMENT SHALL BE PROVIDED ON SITE DURING CONSTRUCTION.

5.STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY DETAILED.

5. PROVIDE A "KNOX BOX" SYSTEM FOR THE GATE, IF LOCKABLE, WHICH WILL GIVE THE FIRE DEPARTMENT ACCESS TO THE DWELLING UNIT WITHOUT DELAY.

DATE:

6.CROSS BRIDGING SHALL BE PROVIDED AT 8’-0” ON CENTER MAXIMUM FOR ALL JOISTS AND RAFTERS MORE THAN 8” DEEP.

ORIG GARAGE PERMIT #:

TRACT 17228, LOT 172 AS RECORDED IN BOOK 7152 PAGES 25/26 OF MAPS LOCATED IN THE CITY OF LOS ANGELES, COUNTY OF LOS ANGELES 1 1923LA54031

ZONINING:

SITE S.F.:

5000 SQUARE FEET

LEGAL DESCRIPTION:

EXISTING FLOOR AREA; • PRIMARY RESIDENCE • DETATCHED GARAGE

FLOOR AREA RATIO (FAR): CONSTRUCTION TYPE:

1,947.5 SQUARE FEET (EXIST. RESIDENCE- NO WORK) 370 SQUARE FEET (EXIST. GARAGE CONVERSION TO DWELLING) -NO NEW SQUARE FOOTAGE 39% 39% TYPE V NR

OCCUPANCY GROUP:

GROUP R, DIVISION 3

DESCRIPTION OF WORK:

CONVERSION OF EXISTING 370 SQUARE FOOT GARAGE INTO ACCESSORY DWELLING UNIT. ALTERATION TO INCLUDE PROVIDING NEW BATHROOM AND KITCHENETTE WITHIN EXSITING SQUARE FOOTAGE

SHEET INDEX T1.0 A1.0 A2.0 A3.0

EXISTING/ DEMO FLOOR PLAN & RCP EXTERIOR & INTERIOR ELEVATIONS PHOTOS

4'-0"

NEW 48" WIDE CONCRETE WALKWAY TO ENTRY. SEE OWNER FOR COLOR AND FINISH.

LANDSCAPE

NEW PLANTER EXIST. TREE TO REMAIN

0°00'00" 50'0"

NSA

JOB:

20001

3'-0"

18'-6"

SHEET: BUS STOP 0.1MI

6'-0"

A3.0

BUS STOP 0.23 MI

BUS STOP 0.1 MI

BUS STOP 0.26MI

2'-8"

PROVIDE DOOR WITH TEMP GLASS CENTER PANEL FOR NEW INDEPENDENT ENTRY TO UNIT, SEE OWNER.

04/06/20

DRAWN: CURB

BUS STOP 0.27MI

TITLE SHEET/GENERAL NOTES & SITE PLAN

FUJITSU SPLIT TYPE AIR CONDITIONER MODEL (OUTDOOR) AOU12RL2- 115V/ 60 Hz/ 1-PH/ CAPACITY: COOLING=12000 BTU/HR, HEAT: 14000 BTU/HR; INDOOR UNIT MODEL: ASU12RL2 , OR SIMMILAR

2943 DEERFORD ST

PROJECT SITE:

WONG RESIDENCE GARAGE CONVERSION 2943 DEERFORD ST LAKEWOOD , CA 90712

AREA OF WORK PROVIDE POTTED PLANTS TO SHEILD AC UNIT FROM VIEW

SIDEWALK

Accessory dewlling unit designed to update the single-family VICINITY MAP NORTH ELEVATION (FACING FROM PUBLIC WAY home to meet the needs of modernSOUTH) family structures. 3.EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF THE DOUGLAS FIR PLYWOOD ASSOCIATION.

PROPERTY LINE - TYP.

29.EXTERIOR WALLS AND ATTIC SPACES TO BE INSULATED PER STATE CODE.

JOIST TO SILL OR GIRDER, TOENAIL ...................................3-8d BRIDGING TO JOIST, TOENAIL EACH END .............................2-8d JOISTS TO BLOCKING, END NAIL .........................................16d top & bottom RIM JOIST TO JOIST, END NAIL ..........................................16d top & bottom FLOOR JOIST LAP AT BEARING, FACE NAIL .........................2-16d SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL .................16d at 16” o.c. STUD TO TOP PLATE, END NAIL .........................................2-16d STUD TO SOLE PLATE ........................................................4-8d toenail or 2-16d end nail DOUBLE STUD, FACE NAIL ..................................................16d at 24” o.c. DOUBLE TOP PLATES, FACE NAIL .......................................16d at 16” o.c. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL .........2-16d CONTINUOUS HEADER, TWO PIECES ....................................16d at 16” o.c. along each edge CEILING JOIST TO PLATE, TOENAIL ....................................3-8d CEILING JOIST, LAP OVER PARTITIONS, FACE NAIL ............3-16d CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL .............3-16d RAFTER TO PLATE, TOENAIL ..............................................3-8d RAFTER TO RIDGE ..............................................................2-16d RAFTER TIES, 2x LUMBER, FACE NAIL ...............................3-16d RAFTER TIES, 1x LUMBER, FACE NAIL ...............................5-8d BUILT-UP CORNER STUDS ..................................................16 d at 24” o.c. BUILT-UP GIRDER AND BEAMS ...........................................20d at 32” o.c. at top &bottom & staggered, 2-20d at ends & at each splice POST TO PIER PAD, TOENAIL .............................................3-16d GIRDER TO POST, TOENAIL ................................................3-16d 2x PLANKS .......................................................................2-16d at each bearing PLYWOOD AND PARTICLEBOARD: SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING): 1/2” AND LESS ....................................................6d 19/32” -3/4” ............................................... 8d or 6d 7/8” - 1” ......................................................8d 1-1/8” - 1 1/4” ...........................................10d or 8d COMBINATION SUBFLOOR-UNDERLAYMENT (TO FRAMING): 3/4” AND LESS ..............................................6d 7/8” - 1” ......................................................8d 1 1/8” - 1 1/4” ............................................10d or 8d PANEL SIDING (TO FRAMING): 1/2” OR LESS .................................................6d 5/8” ..............................................................8d FIBERBOARD SHEATHING: SEE UBC SECTION 2516 (j) 1. TYPICAL NOTES: 1.COMMON OR BOX NAILS MAY BE USED. 2.SCHEDULE BASED ON DOUGLAS FIR-LARCH FRAMING. 3.TABLE BASED ON UBC TABLE 25-Q. 4.THESE CONNECTIONS ARE MINIMUM CONDITIONS AND MAY BE SUPERSEDED BY MORE SPECIFIC DETAILS AS INDICATED ON THESE PLANS.

NEW 30" X 18" CONCRETE PAVER DRIVEWAY CETER BETWEEN EXTERIOR WALL AND PL.

0.115 acres

4'-

28.1/4" CORROSION RESISTANT WIRE MESH AT VENT INTO ATTIC SPACE.

NEW 2x4 STUD WALL, ONE HOUR FIRE RATED W/ 5/8" TYPE 'X' GYPSUM WALL BOARD EACH SIDE PER UBC ASSEMBLY #71, TABLE

TELEVISION CABLE/ANTENNA J

21.ALL F.A.U. MAINTAIN 6" MIN. CLEAR BACK, SIDES AND CEILINGS PER CITY ORDINANCE.

24.ALL GLASS WITHIN 18" OF FLOOR AND ALL GLASS DOOR PANELS TO BE TEMPERED GLASS AND COMPLY WITH TABLE 54-D U.B.C.

NEW 2x4 STUD WALL- U.N.O.

TELEPHONE JACK

REINFORCING STEEL

20.MIN. CLEARANCE AT TOILETS 30" IN FINISH; 24" IN FRONT OF STOOL.

EXISTING AC UNIT

RECESSED LIGHT FIXTURE W/ EXHAUST FAN RECESSED LIGHT FIXTURE W/ EXHAUST FAN & H HEAT LAMP

6.MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL IN CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL IS 3”.

19.USE LAMINATED OR TEMPERED SAFETY GLASS (APPROVED SHATTER-RESISTANT MATERIALS) FOR SHOWER OR TUB ENCLOSURES.

EXISTING WALL TO REMAIN

4.PLACEMENT OF CONCRETE SHALL CONFORM WITH THE REQUIREMENTS OF ACI 301. 5.CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF (5) FIVE DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED.

18.TILE TUB SHOWERS TO PROJECT 6" MIN. IN FRONT OF TUB AND EXTEND TO BATHROOM FLOOR.

3.CEMENT SHALL CONFORM TO ASTM C150, TYPE II.

16.PROVIDE 6" OR 8" WALLS FOR PIPING OR VENTS 2" I.D. OR LARGER, AND AT ALL BATHROOM PLUMBING WALLS. 17.ALL SHOWER AREAS TO BE FINISHED TO A MIN. HEIGHT OF 6' WITH A NON-ABSORBENT SURFACE OF CEMENT, TILE, OR APPROVED EQUAL. MATERIALS APPLIED OVER SUCH WALLS SHALL NOT BE OF A TYPE ADVERSELY AFFECTED BY MOISTURE.

1 HR FIRE-RATED CONSTRUCTION @ EAST WALL (<5' FROM P.L.) W/ 25% MAX OPENINGS (WALL IS BETW 3'-5' FROM P.L.)CX

SHEETS

BUS STOP 0.23 MI

STREET MAP

DATE:

WONG RESIDENCE

FIXTURE/WALL SYMBOL

WATERPROOF RECESSED LIGHT FIXTURE WP

2943 DEERFORD ST • LAKEWOOD, CA 90712

CONCRETE

15.THE FOLLOWING OPENINGS IN THE EXTERIOR ENVELOPE OF THE BUILDING SHALL BE CAULKED OR OTHERWISE SEALED TO LIMIT INFILTRATION:

54'-9 1/2"

WINDOW SYMBOL

TITLE SHEET / SITE PLAN

WALL MOUNTED INCANDESCENT FIXTURE

EXISTING SINGLE STORY RESIDENCE -NO WORK

35'-5"

4.ALL FOOTINGS SHALL BE PROVIDED IN NATURAL UNDISTURBED SOIL OR APPROVED FILL.

14.LATH AND PLASTER TO COMPLY WITH CHAPTER 47 U.B.C.

RECESSED DOWNLIGHT SURFACE MOUNTED INCANDESCENT FIXTURE

3.FOOTINGS SHALL EXTEND AT LEAST 6” ABOVE ADJACENT FINISH GRADE.

CONNECT TO (E) WATER LINE TO SUPPLY GARAGE DWELLING CONVERSION, CONTRACTOR TO FIELD VERIFY CONNECTION LOCATION

GARAGE ALTERATIONS TO THE:

12.INSULATION INSTALLER & CONTRACTOR SHALL POST A SIGNED CERTIFICATE OF COMPLIANCE IN A CONSPICUOUS LOCATION IN THE BUILDING.

DOOR SYMBOL

PHOTO SHEET

11.ALL LUMBER TO BE GRADE STAMPED D.F. #2 UNLESS SPECIFIED OTHER.

13.NAILING FOR DIAPHRAGMS AND FOR ALL SHEAR WALLS SHALL BE INSPECTED PRIOR TO COVERING.

ROOM SYMBOL

270°00'00" 100'2.52"

SWITCH W/ DIMMER CONTROL

294316'-6" DEERFORD ST • LAKEWOOD, CA 90712 5'-0"

2.MINIMUM SLAB ON GRADE CONSTRUCTION UNLESS NOTED OTHERWISE ON THE PLANS SHALL BE 4 INCH CONCRETE REINFORCED WITH 6x6 - W1.4xW1.4 WIRE MESH OVER 6 MIL. VISQUEEN MOISTURE BARRIER SANDWICHED BETWEEN 2 INCH SAND LAYERS. THE BUILDING SLAB SHALL BE SUPPORTED ON COMPACTED GRADE.

100

WONG RESIDENCE

3-WAY SWITCH

100'2.52" 90°00'00"

SWITCH

20'-0"

10.6" MIN. CONCRETE BETWEEN WOOD AND FINISH GRADE.H

21'-6"

1.THE FOUNDATION DESIGN IS BASED ON A SOIL BEARING PRESSURE OF 1000 PSF.

NEW SEWER LINE TO CONNECT TO EXISTING UNDER HOUSE

40'-3 1/2"

FOUNDATIONS

9.3" MIN. CONCRETE BETWEEN WOOD AND FILL.

INTERIOR ELEVATION MARKER

B SHEET NO.

FLOOR/COUNTER RECEPTACLE

SECTION OF A STUD AS A CUT OR NOTCH. IN NO CASE SHALL THE EDGE OF A BORED HOLE BE NEARER THAN 5/8” TO THE EDGE OF THE STUD.

8.PROVIDE TEMPORARY TOILET FACILITIES PER CODE.

EXISTING GAS METER

DETAIL NO.

A.0

22'-2"

7.ALL NEW CONSTRUCTION SHALL MATCH EXISTING EXCEPT AS NOTED.

PROJECT DATA

No.

EXISTING CONCRETE SIDE PATIO

A.0

220V RECEPTACLE

9.WOOD STUDS MAY BE NOTCHED TO A DEPTH OF 25% OF THE WIDTH MAXIMUM, EXCEPT INTERIOR NONBEARING STUDS WHICH MAY BE NOTCHED 40% OF THE WIDTH MAXIMUM, EXCEPT INTERIOR NONBEARING STUDS AND DOUBLED BEARING STUDS (PROVIDED NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS ARE BORED) WHICH MAY BE BORED TO 60% OF THE WIDTH MAXIMUM. BORED HOLES SHALL NOT BE LOCATED AT THE SAME

6.ALL CONCENTRATED DRAINAGE INCLUDING ROOF WATER SHALL BE CONDUCTED TO THE STREET IN AN APPROVED DEVICE AT 2% MINIMUM.

17'-9"

DETAIL REFERENCE SHEET NO.

1/2 SWITCHED RECEPTACLE

5.ALL NATURAL AND FINISH GRADES SHALL SLOPE AWAY FROM THE BUILDING AT 2% MINIMUM.

38. PROVIDE ULTRA-FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. (E) SHOWER HEADS & TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.

WATER HEATER

DETAIL NO.

DRAFTING + DESIGN 4859 EDISON ST • LOS ANGELES • CA • 90032 PHONE: 213•721•2480 FAX: 213•721•5581

4.DRAWINGS ARE NOT TO BE SCALE REPORT DIMENSIONAL DISCREPANCIES TO THE DESIGNER PRIOR TO PROCEEDING WITH THE WORK.

0 A.0

DUPLEX RECEPTACLE W/ GROUND GFI FAULT INTERUPTER

GARAGE ALTERATIONS TO THE:

3.ALL DIMENSIONS ARE TO FACE OF STUD, AND CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE.

EXISTING 6" BLOCK WALL

EXISTING WALKWAY

DUPLEX RECEPTACLE

7.ALL NAILS SHALL BE COMMON. NAILING SHALL BE PER CHAPTER 25 OF THE UNIFORM BUILDING CODE.

2.GENERAL AND SUB-CONTRACTORS SHALL VISIT JOB SITE PRIOR TO THE START OF ANY WORK TO VERIFY ALL DIMENSIONS, GRADES, AND/OR ANY OTHER FIELD CONDITIONS.

REAR YARD

CONCRETE REAR PATIO

SYMBOLS

10'-0"

50'0" 180°00'00"

FRAMING LUMBER (CONT)

1.ALL WORK SHALL CONFORM TO THE GOVERNING CODES, DOCUMENTS AND AGENCIES HAVING JURISDICTION OVER THE WORK. THE GOVERNING CODE IS THE UNIFORM BUILDING CODE, 2016 EDITION AS AMENDED BY THE CITY OF LAKEWOOD.

EXISTING 6" BLOCK WALL

WEST ELEVATION Lakewood Bungalow GENERAL

6'-0"

Consultant:

GENERAL NOTES (CONT.)

13'-4"

NALLELY ALMAGUER

GENERAL NOTES

21'-9"

Stamp:

8'-11"

Revision Info:

GARAGE CONVERSION TO ADU AT THE:

DRAFTING + CONSULTIN 4859 EDISON ST • LOS ANGEL PHONE: 213•721•2480

NALLELY AL

SITE PLAN

04/06/20

DRAWN:

NSA

JOB:

20001

BUS STOP 0.31 MI

1/2

ILE

1 BUS STOP 0.36MI

SITE PLAN 1/8" = 1'-0"

SHEET:

T.1

N OF

SHEETS

No. (E) SINK - REMOVE EXPOSED FOUNDATION - TO BE FRAMED IN

1/4" = 1'-0"

(N) PROVIDE IN CABINET OUTLET FOR HOOD (N) PROVIDE OUTLET FOR STOVE (N) PROVIDE GAS LINE FOR STOVE

(N) AFCXI/GFCI OUTLET RECEPTICLE (N) PROVIDE GAS LINE FOR DRYER

2'-0"

PROVIDE POWER SUPPLY FOR WALL MONTED AC UNIT

SSS

3 43

NEW CEILING MOUNTED J-BOX W/ FAN LIGHT FIXTURE - PROVIDE NEW FIXTURE, SEE OWNER

1'-5 1/2" 1'-5 1/2"

(E) OUTDOOR WALL SCONCE, SEE OWNER

NEW REFLECTED CEILING PLAN 3/8" = 1'-0"

(E) OUTDOOR WALL SCONCE, SEE OWNER

NEW FLOOR PLAN

Stamp:

1'-6"

DURAVIT DUAL FLUSH WALL MOUNTED ONE PIECE ELONGATED TOILETOR SIMMILAR, MAX 19" DEEP NEW 2X 4 STUD WALL FRAMING -TYP

FUJITSU SPLIT TYPE AIR CONDITIONER MODEL (OUTDOOR) AOU12RL2- 115V/ 60 Hz/ 1-PH/ CAPACITY: COOLING=12000 BTU/HR, HEAT: 14000 BTU/HR; INDOOR UNIT MODEL: ASU12RL2 , OR SIMMILAR A

FUJITSU SPLIT TYPE AIR CONDITIONER MODEL INDOOR UNIT MODEL: ASU12RL2 & (OUTDOOR -SEE FLR PLAN 1/-) AOU12RL2, OR SIMMILAR

PROVIDE NEW ADA ISLAND DINING COUNTER / WORKSTATION - SEE OWNER FOR COLOR STYLE AND FINISH (E) FIXED WINDOW

2'-0" (N) ±16'-6" W X 7'-0" H WOOD GARAGE DOOR W/ GLAZED PANELS ON TOP ROW, TO BE INSTALLED AS FIXED PANEL -SEE NORTH EXT. ELEVATION (PROVIDE BACKER ROD, CAULKING & DECORATIVE WOOD TRIM TO MATCH GARAGE #2 DOOR & PROVIDE SILL PAN FLASHING & CAULKING @ BOTTOM OF DOOR TO CONCRETE

(N) FINISHED WALLS, FRAME IN EXISTING FOUNDATION, REINFORCE WALLS WHERE NECESSARY TO BRING FRAMING TO CODE MAX 16" O.C.

KOHLER K-394-4 DEVONSHIRE WIDE SPREAD BATHROOM SINK FAUCET W/ MAX 1.2 GPM

NEW 5/8" TYPE 'X' GYP BD

(N) FINISHED WALLS, FRAME IN EXISTING FOUNDATION, REINFORCE WALLS WHERE NECESSARY TO BRING FRAMING TO CODE MAX 16" O.C.

(N) PROVIDE NEW ADA HANDRAIL

2'-6"

(N) 32" W X 80" H SOLID CORE WD RECESSED PANEL POCKET SLIDER DOOR W/ HEAVY DUTY TRACK HARDWARE & PRIVACY LOCK W/ PULL; INSTALL PLEXIGLASS MIRROR ON BATHROOM SIDE OF RECESSED PANEL

2'-0"

3'-0"

11 1/4"

9'-0"

S J

3'-0"

S 20'-0"

FUJITSU SPLIT TYPE AIR CONDITIONER MODEL INDOOR UNIT MODEL: ASU12RL2 & (OUTDOOR -SEE FLR PLAN 1/-) AOU12RL2

APPLY REDGARD WATER PROOFING BY CUSTOM BUILDING PRODUCTS (ESR-1413) OVER CLEAN CONCRETE PER MANUF. INSTRUCTIONS- INSTALL NEW TILE FLOORING FINISH OR SKIM COAT W/ ARDEX FEATHER FINISH TO LEVEL FLOOR & INSTALL NEW LVT (RESILIENT) FLOORING; SEE OWNER FOR FLOORING

2'-0"

10"

9'-0"

(N) DATA JACK, ETHERNET AND CABLE

1'-9"

FRAMELESS TEMP. GLASS SHOWER DOOR, SEE OWNER A

A2.0

PROVIDE CUSTOM WALL MOUNTED SINKLESS COUNTER MAX 16" WIDE X 11" DEEP (SEE OWNER)

NEW 5/8" W.R. GYP BOARD, TYP @ ALL WALLS IN BATHROOM

1'-9 1/2"

(E) WALL MOUNTED STORAGE CABINETS, ISTALL OVER NEW GYP BD ANCHORED TO STUDS

(N) FRAME STAIRS, ANCHORED TO SLAB

WASHER/ DRYER

2'-6" 2'-9"

PROVIDE NEW MIRRORED RECESSED MEDICINE CABINET -SEE OWNER FOR STYLE

2'-0"

± 27"

PATCH PORTION OF CONC, AS REQ'D, @ LOCATON OF NEW SEWER LINE TO SHOWER

(N) PENDANT TASK LIGHTS, SEE OWNER

(N) 6" LED RECESSED LIGHTS, TYP OF 6

14'-2 1/2" 3'-0"

PROVIDE NEW COLUMN KIT WITH ARTIFACTS AND AIRINDUCTION SPRAY W/INTEGRAL DIVIERTER, 2.0 GPM D VALVE TRIM W/ LEVER HANDLE; PROVIDE VALVE

S/C

STACKED (DUPLEX) SWITCH, TYP OF 2

NEW CEILING MOUNTED J-BOX W/ FAN LIGHT FIXTURE - PROVIDE NEW FIXTURE, SEE OWNER

3'-1 1/2"

3'-0 1/2"

S SS WASHER

(N) PROVIDED 21" WIDE GAS RANGE

(N) CEMENT BOARD AND TILE SHOWER WALLS, SEAL ALL CORNERS, INSTALL WATERPROOFING, SEE OWNER FOR TILE COLOR AND PATTERN

33 3

PROVIDE (N) COMBO SMOKE/CARBON MONOXIDE ALARM, HARDWIRED W/ BATTERY BACK UP W/ LOW BATTERY SIGNAL

PROVIDE WASHING MACHINE OUTLET BOX WITH CENTER DRAIN

(N) PROVIDE STAINLESS DUAL SINK , SEE OWNER

9'-0"

3'-0"

PROVIDE NEW EXHAUST FAN, DUCTED TO OUTSIDE, MIN 36" AWAY FROM OPENINGS/ PROPERTY LINE -COMPLY W/ ASHRA 62.2

(N) PROVIDE PULL-DOWN KITCHEN FAUCET,SEE OWNER

1'-6"

9'-0"

(N) DUPLEX OUTLET

(N) PROVIDED WASHER AND DRYER

(N) PROVIDE FOOD DISPOSAL,SEE OWNER

(N) INSTANT HOT AND COLD FILTERED WATER FAUCET

(N) 34"X36" MORTAR AND TILE SHOWER BASE-TY, SEE OWNER FOR TILE COLOR AND PATTERN W/ K-9132 SHOWER DRAIN, SEE OWNER FOR COLOR

17'-4"

PROVIDE NEW LED 24" VANITY BAR WALL LIGHT; SEE OWNER

(N) PROVIDE BUTTON FOR DISPOSAL,SEE OWNER

18'-6"

2'-11"

(N) STONE KTICHEN COUNTER , SEE OWNER FOR MATERIAL AND COLOR

2'-0 1/2"

(N) DUPLEX OUTLET IN CABINET

1/4" = 1'-0"

PROVIDE FRAMED RECESS FOR NEW KOHLER COREOGRAPH 14" SHOWER LOCKER STORAGE K-97631-0 (L 3/16", H 95-5/16", W 16-13/16") W/ K-97636 SEAM JOINT; IF (E) FRAMING CANNOT ACCOMMODATE RECESS, PROVIDE SURFACE MOUNTED CHOREOGRAPH SHELF & BARRE ACCESSORIES

(N) 240 V DRYER OUTLET

EXISTING DEMO FLOOR PLAN

1'-7"

(N) PROVIDE DUPLEX OUTLET SIDE BY SIDE CONNECT TO AFCI/GFCI INTERRUPTOR, WIRE TO FOOD DISPOSAL SINK

EXISTING CONCRETE SLAB & FOOTINGS TO REMAIN, TYP

(E) ±12'-0" W X 7'-6" H WOOD GARAGE DOOR W/ GLAZED PANELS - INSTALL AS FIXED PANEL -SEE NORTH EXT. ELEVATION

20'-0"

(N) FOOD DISPOSAL SWITCH UNDERSINK

18'-6"

(E) CONCRETE DRIVEWAY WILL REQUIRE DEMO & REPLACEMENT -SEE SITE PLAN T1.0 & FIELD VERIFY DIMENSIONS TO CERTER NEW PAVERS

EXISTING REFLECTED CEILING PLAN

(E) 36" H X 54" W WINDOW TO REMAIN

18'-6"

PROVIDE NEW COVE LIGHT W/ 6' LONG LED STRIP

A (E) STORAGE CABINETS TO REMAIN - REMOVE CABINETS TO FINISH INTERIOR WALLS REINSTALL SEE NEW FLOOR PLAN BELOW

DEMO (E) GARAGE HARDWARE TO PREP TO INSTALL GARAGE DOOR AS FIXED PANEL, TYP

(E) SMOKE DETECTOR/ALARM -REPLACE W/ NEW TO INTER- CONNECT W/ NEW ALARM IN ADJ. SPACE

250 SF

6 A2.0

D B

NOTE: PROVIDE 3-1/4" X 10" OR 6"Ø DUCT FOR EXHAUST THROUGH ROOF OR WALL (OPTIONAL JX81H RECIRCULATING CHARCOAL FILTER KIT TO BE USED IN LIEU OF VENTING TO OUTSIDE IF CITY OF LAKEWOOD ALLOWS)

DATE:

WONG RESIDENCE

EXIST. GARAGE

2943 DEERFORD ST • LAKEWOOD, CA 90712

REMOVE (E) FLOOR COVERING &, IF POSSIBLE, VERIFY PRESENCE OF VAPOR BARRIER BELOW SLAB. IF NOT ABLE TO, OR IF NONE EXISTS, PREP CONC. SLAB, MECHANICALLY (IF REQ'D), TO PROVIDE CLEAN SURFACE TO APPLY REDGARD WATER PROOFING BY CUSTOM BUILDING PRODUCTS ESR-1413

DRAFTING + CONSULTING 4859 EDISON ST • LOS ANGELES • CA • 90032 PHONE: 213•721•2480 FAX: 213•721•5581

FLOURESCENT LIGHT FIXTURE

EXISTING STAIRS DEMO EXISTING STAIRS AND REPLACE WITH WOOD FRAME STAIRS ANCHORED TO SLAB, SEE OWNER FOR FINISH

Consultant:

250 SF

REMOVE (E) GYP BD @ THIS LOCATION TO PREP FOR NEW BATHROOM, SEE NEW FLOOR PLAN BELOW

6'-0"

20'-0"

EXIST. GARAGE

EXISTING. 32" W X 80" H DOOR TO REMAIN

20'-0"

1 ± 27"

1 HR FIRE-RATED CONSTR. @ EAST WALL (<5' FROM P.L.) W/ 25% MAX OPENINGS (WALL IS BETW 3'-5' FROM P.L.). • (E) WALL IS 7/8" EXT CEM PLASTER OVER 2X4 WOOD STUDS W/ 5/8" TYPE 'X' GYP BD FINISH @ INTERIOR, PER TABLE 721.1(2), 15-1.3 • (E) EAST WALL IS 200 SF & OPENINGS TOTAL 0 SF = 0% < 25%; COMPLIES

GARAGE ALTERATIONS TO THE:

PIPE TO BE REMOVED

NALLELY ALMAGUER

TELEPHONE JACK

NEW GARAGE ELEVATIONS/SECTION

DUPLEX RECEPTACLE

Revision Info:

REMOVE EXPOSED DRAIN PIPE - PLACE ALL PLUMBING BEHIND FISHED WALL -TYP

04/06/20

DRAWN:

NSA

JOB:

20001

SHEET:

3/8" = 1'-0"

A1.0 OF

SHEETS

NEW 5/8" TYPE 'X' GYP WALL BD @ LIVING SPACE SIDE, W.R. (GREEN) GYP BD @ RESTROOM SIDE -PREP TO PAINT NEW FLOORING (SEE OWNER) OVER WATER-PROOFING (E) CONCRETE SLAB ON GRADE

EXIST 7/8" EXT. CLADDING.

ATTIC VENT

1" = 1'-0"

EXIST. SCUPPER & DOWNSPOUT TO REMAIN

EXIST. 8" SIDING , TYP EXIST. STUCCO FINISH WATER BLAST & REPAINT (IF NEEDED) REPAIR DAMAGED STUCCO AS OBSERVED, SEE OWNER (MATCH EXIST COLOR) -TYP.

(N) WALL CABINET 36" H (MIN) X 33" W X 13" MAX DEEP W/ ADJ SHELVES (N) WALL CABINET 20 1/4" H (MIN) X 30" W X13" D MAX

3'-0"

No.

NORTH ELEVATION

1/4" = 1'-0"

Consultant:

13'-8"

EXIST. 5'-9" W X 6'-9" H TEMPERED/ DUAL GLAZED, SLIDER ENTRY DOOR SYSTEM W/ KEYED LOCK @ EXTERIOR & MANUAL LEVER @ INTEROR

PROVIDE WATER FILTER

WEST ELEVATION

1/2" = 1'-0"

5/8" WATER RESISTANT GYP BOARD @ ALL WALLS (INCL BEHIND SHOWER WALL PANELS, TYP

1/4" = 1'-0"

(N) TILE SHOWER ENCLOSURE 36" WIDE X 36" DEEP. - SEE OWNNER FOR COLOR AND PATTERN

PROVIDE NEW MIRRORED RECESSED MEDICINE CABINET -SEE OWNER FOR STYLE

2'-6"

8'-0" 9'-5"

9'-5"

1'-2"

PROVIDED WALL MOUNTED 1.28 GPF TOILET WITH AQUAPISTON FLUSH TECHNOLOGY

PROVIDE BACKING FOR TOWEL BAR & OTHER ACCESSORIES & SEE OWNER FOR DESIRED LOCATIONS

KOHLER CAXTON 15"X12" OVAL UNDERMOUNT LAV W/ CLAMP ASSEMBLY K-2209-0

PROVIDE FRAMELESS SHOWER DOOR TEMP. GLASS TO FIT SHOWER BASE - SEE OWNER

NEW 6" TILE BASE -SEE OWNER

2'-11 1/4"

1'-7"

2'-0 1/2"

1'-6"

10" 4"

EXIST. 2X6 RAFTERS @ 24" O/C W/ 1X12 ROOF SHEATING TO REMAIN -TYP.

EXIST. 5/8" TYPE 'X' GYP. BD. ON WALLS & CEILING. PROVIDE NEW, WHERE REQUIRED, FOR UPDATING PLUMBING/ MECHANICAL, ELECTRICAL OR INSULATION -TYP, PREP & PAINT. SEE OWNER

EXIST. 2X4 STUDS @ 16" O/C -TYP.

EXIST. 2X6 STUDS @ 16" O/C -TYP.

INSTALL MIN R-13 BATT INSULATION @ INTERIOR WALLS FOR SOUND INSULATION -SEE OWNER FOR LOCATIONSX DESIRED

2'-7 1/2"

6'-8"

EXIST.

9'-2"

EXIST.

7'-0"

INSTALL STAIR RAILING

EXIST 1'-0" 4"

7'-6 1/4"

7'-0"

1 A.2

1'-0"

(N)36"X36" SHOWER BASE , PROVIDE SHOWER DRAIN, SEE OWNER FOR COLOR

NEW 6" TILE BASE -SEE OWNER

22" FRAMELESS TEMP. GLASS SHOWER DOOR

EXIST. 5/8" TYPE 'X' GYP. BD. ON WALLS & CEILING. PROVIDE NEW IF REQUIRED FOR UPDATING PLUMBING/ MECHANICAL, ELECTRICAL OR INSULATION -TYP, PREP & PAINT. SEE OWNER

9'-5"

PROVIDE BACKING FOR TOILET PAPER HOLDER-SEE OWNER FOR DESIRED LOCATIONS (PROVIDE FREE STANDING STYLE IF POCKET DOOR INTERFERES)

2'-8"

VERIFY IF ANCHOR BOLTS EXIST, IF NOT, PROVIDE NEW 1/2" Ø STRONG-BOLT 2 WEDGE ANCHOR (CARBON STEEL) @ NO GREATER THAN 6'-0" O/C & WITHIN 9"-12" FROM CORNERS & SPLICES -DRILL 9/16" DIAMETER HOLE 3" MIN DEEP, CLEAN HOLE, & INSERT EXPANSION BOLT PER MANUFACTURER INSTRUCTIONS TO COMPLY W/ ICC-ESR-3037, -TYP.

(3) TILE SHOWER WALLS,SEE OWNER FOR COLOR

(N) 30" X 80" H SOLID CORE WD RECESSED PANEL POCKET SLIDER DOOR W/ HEAVY DUTY TRACK HARDWARE & PRIVACY LOCK W/ PULL; INSTALL PLEXIGLASS MIRROR ON BATHROOM SIDE OF RECESSED PANEL -SEE OWNER FOR DOOR & TRIM STYLE- PREP & PAINT

3'-0"

EXIST.

13'-6"

5/8" WATER RESISTANT GYP BOARD @ ALL WALLS (INCL BEHIND SHOWER WALL PANELS, TYP

2'-8"

8'-0"

(E) ROOF RAFTER

EXIST. ASPHALT SHINGLES -TYP.

PROVIDE NEW GARAGE DOOR WITH FROSTED GLASS PANNELS. SEE OWNER.

1'-5"

22" FRAMELESS TEMP. GLASS SHOWER DOOR

EXIST

2'-11 1/4" D

BATHROOM INTERIOR ELEVATIONS 1/2" = 1'-0"

(E) 2X6 @ 16" O/C CEILING JOIST- TYP.

9'-0"

2'-8"

VERIFY R-30 BATT INSULATION TYP. IN CEILING, PROVIDE NEW IF NO INSULATION EXISTS

EXIST.ROOFING TO REMAIN -TYP. (PATCH AS REQUIRED)

ALL EXTERIOR WALLS: PROVIDE R-15 -TYP.

2'-8"

9'-5"

1'-5"

5/8" WATER RESISTANT GYP BOARD @ ALL WALLS (INCL BEHIND SHOWER WALL PANELS, TYP

3'-0"

PROVIDE CUSTOM WALL MOUNTED SINKLESS COUNTER MAX 16" WIDE X 11" DEEP (SEE OWNER)

PROVIDE NEW COLUMN KIT WITH ARTIFACTS AND AIRINDUCTION SPRAY W/INTEGRAL DIVIERTER, 2.0 GPM D VALVE TRIM W/ LEVER HANDLE ; PROVIDE VALVE

8'-0"

(N) OUTLET @ APROXIMATELY 45" AFF

1/4" = 1'-0"

4'-4 1/2" PROVIDE NEW LED 24" VANITY BAR WALL LIGHT; SEE OWNER

(N) WATER RESISTANT PAINT

SOUTH ELEVATION

BUILDING SECTION 1/2" = 1'-0"

FRAME AND FINISH NEW STAIR. -TYP. SEE OWNER FOR PAINT COLOR AND THREAD FINISH.

DATE:

WONG RESIDENCE

2943 DEERFORD ST • LAKEWOOD, CA 90712

KITCHENETTE

DRAFTING + CONSULTING 4859 EDISON ST • LOS ANGELES • CA • 90032 PHONE: 213•721•2480 FAX: 213•721•5581

EXIST. STUCCO FINISH WATER BLAST & REPAINT (IF NEEDED) REPAIR DAMAGED STUCCO AS OBSERVED, SEE OWNER (MATCH EXIST COLOR) -TYP.

GARAGE ALTERATIONS TO THE:

(N) OUTLET RECEPTICLE

NALLELY ALMAGUER

(N) AFCI/GFCI OUTLET RECEPTICLE

EXIST. 5'-9" W X 6'-9" H TEMPERED/ DUAL GLAZED, SLIDER ENTRY DOOR SYSTEM W/ KEYED LOCK @ EXTERIOR & MANUAL LEVER @ INTEROR

NEW GARAGE ELEVATIONS/SECTION

PROVIDE WASHING MACHINE OUTLET BOX WITH CENTER DRAIN

9'-6"

3 3/4"

12 EXIST. STUCCO FINISH WATER BLAST & REPAINT (IF NEEDED) REPAIR DAMAGED STUCCO AS OBSERVED, SEE OWNER (MATCH EXIST COLOR) -TYP.

(N) 240 V DRYER OUTLET

(N) OUTLET RECEPTICLE

2'-7"

6'-0 1/4"

3'-0 1/4"

NOTE: PROVIDE 3-1/4" X 10" OR 6"Ø DUCT FOR EXHAUST THROUGH ROOF OR WALL (OPTIONAL JX81H RECIRCULATING CHARCOAL FILTER KIT TO BE USED IN LIEU OF VENTING TO OUTSIDE IF CITY OF LAKEWOOD ALLOWS

EXIST. STUCCO FINISH -TYP

1/4" = 1'-0"

PROVIDED STACKABLE WASHER AND DRYER, SEE OWNER

(N) WALL CABINET 30" H (MIN) X 21" W (N) WALL X13" MAX DEEP CABINET 36" H (MIN) X 21" W X13" MAX DEEP

PROVIDE SINK FAUCET

PROVIDE GARBAGE DISPOSAL

(E) FIXED WINDOW, TYP OF 5

(N) ENCLOSURE FOR WASHER AND DRYER

PROVIDE HOT AND COLD FILTERED WATER FAUCET FRANKE LB13250-100-HT STEEL SERIES OR SIMMILAR, PROVIDE FILTER SEE OWNER

PROVIDE DUAL SINK, SEE OWNER

PROVIDE FLASHING AROUND OPENING & SEAL- PAINT TO MATCH GARAGE DOOR

9'-2"

PROVIDEUNDERCABINE RANGE HOOD W/ DUAL LIGHT - SEE OWNER FOR MODEL

(N) BASE CABINETS 36" H (MIN) X 24" MIN DEEP

NEW GARAGE DOOR, ATTACH TO OPEXNING, FLASH & SEAL (SEE DETAIL)

EAST ELEVATION

(N) OUTLET FOR EXHAUST @ APPROX 84" AFF IN CABINET

(N) STONE COUNTER 24" MIN DEEP , SEE OWNER FOR COLOR AND STONE

EXIST. 36" X 84" DOOR

FIXED WINDOW, TYP OF 5

1" = 1'-0"

NEW ATTIC VENT, FLASH & SEAL (SEE DETAIL)

NEW WALL BASE -SEE OWNER 2X4 PRESSURED TREATED SILL PLATE ON CONCRETE -0.170" Ø LOW VELOCITY RAMSET/ RED-HEAD DRIVE PIN FASTENER (LARR#22668) @ 24" O/C, 3" FROM ENDS -TYP

WALL DETAIL

VERIFY IF EXIST'G VENTS EQUAL MIN 2.77 SF, IF NOT, PROVIDE ADD'L VENTILATION UNDER SHED ROOF AREA W/ PROTECTIVE SCREEN 1/8" TO 1/4" MESH PER 806.1 -SEE DETAIL 9/A2.0

Revision Info:

(E) CEILING FRAMING, ADD BLOCK'G AS REQ'D 2-2X4 WOOD TOP PLATE TO BOTTOM OF JOISTS, -ATTACH PLATE TO STRUCTURE TONAIL W/ 4-8d NAILS @ 16" O.C., PROVIDE BLOCKING IF PLATE DOES NOT ALIGN UNDER FRAMING MEMBERS -TYP

Stamp:

INSTALL(N) SOFFIT VENTS IF NEEDED TO COMPLY W/ 1/150 ATTIC SPACE AREA; MATCH EXIXTING SOFFIT MATERIAL AND COLOR R-15 INSUL. @ WALLS

ROOF VENTILATION OPEN AREA REQ'D: 1/150 OF ATTIC SPACE PER 806.2; ATTIC AREA =415 SF/150= 2.77 SF

9'-6"

NEW 5/8" GYP. BD.

5/8" TYP 'X' GYP BD, SMOOTH FINISH, PREP TO PAINT NEW INSULATION FOR SOUND 2X4 WOOD STUDS @ 16" O.C -TYP 2X BLOCK'G -TYP

9'-6"± EXISTING (FIELD VERIFY)

EXIST ALPHAT SHINGLE ROOF

R-30 INSULATION

04/06/20

DRAWN:

NSA

JOB:

20001

SHEET:

A2.0 OF

SHEETS

Redesigning The American Dream This work explores the factors which influence the labor mobility of immigrants in the United States building industry. The goal of this research is to identify the state policies, institutional practices and individual factors of human capital which structure mobility and labor market outcomes for foreign-born workers in the U.S. building industry across occupational classifications. The analysis broadly examines the role of the state and civil society in structuring industrial relations across the three sectors of the building industry and focuses on the relationship between industrial relations, industry recruitment strategies, immigration, labor market allocation and human capital attributes of foreign-born workers. The information collected here also features up to date information on immigration policy, industry regulations, labor force characteristics and key industry indicators as well as a discussion of individual factors of human capital in relation to mobility and labor market outcomes of foreign-born workers. This study provides a framework upon which to build an understanding of the challenges and opportunities which confront foreign born workers in the U.S. building industry. The issues addressed herein have direct implications for workers employed in the construction industry and contain significant considerations for disciplines concerned with the effects of economic restructuring on international migration and labor practices in the built environment.

Nallely Almaguer, â&#x20AC;&#x153;Sunset Stripâ&#x20AC;? 2019. Question two: How do we use this time in school to prepare ourselves to make an impact?

Unit Statement

VAPAE Arts Education

Unit Title: Urban Perspectives in Scenic Design Length of Unit (4 sessions):

Grade Level : 9-12 Art Form/Discipline: Visual Arts

This unit is guided by the belief that a study of the social forces that shape the built environment allows students to develop agency over the processes that shape the world in which we live. The guiding question in this unit is; “How does the built environment reflect and shape social values?” The social emotional learning focus here is social awareness. In this unit students will learn to use the elements of perspective projection, horizon line, vanishing point, parallel lines and picture plane to create realistic representations of space for scenic design. Students will be asked to think critically about the values communicated in drawing, design and film. In the first lesson, Character Development, students will be familiarized with plot, setting and character. Students will utilize color and pattern to convey character traits, personality, motives and emotions. In the second lesson, One-point Perspective, students will learn, horizon line, vanishing point, and orthogonal lines. They will use one-point perspective drawing to design a reversible set . In the third lesson, Model Making, students will learn to relate 2-dimensional images to 3-dimensional form by creating a scale model of a set based on a design drawing. The fourth lesson, Students will critically examine the effects of building forms

“The goal of my educational practice is to present the built “The goal of myas educational practicefor is action. to presentDesign the built exercises environment as a environment a medium invite medium for action. Design exercises invite students to think about the built students to think about the built environment as a medium for environment as a medium for invention while considering the meaning of community, invention whilespace considering the members meaning of community, and and how we design for community of different ages, gender, abilitywe and ethnicspace backgrounds to share together.” how design for community members of different ages, gender, ability and ethnic backgrounds to share together.

and urban organization strategies by building scale models of different urban unit aggregation strategies and discussing outcomes.