WU.arch. portfolio

ryan noel garcia 2008-2011

l.taalman, r.canchola, b.hazrati open:ends homeless assistance shelter

a.webb, m.fallejo F.U.R. Freeway Urban Renewal

herzog&de.meuron case studies: Rue Des Suissesdoffice.da Macallen Building

pugh+scarpa Colorado Courts10300 S Trask Ave

j.nickels Immersed Housing

case study: Igualada Cemeteryanalysis: Buena Vista View Park

m.ericsson Cemetery

e. olsen, zumthor, m.fallejo, m.montiel, m.hughes, c.genest Saint Benedict’s Chapelm.owen Pacific Rim Culinary Academy

g.zavulta, m.fallejo, m.alcala, b.hazrati, k.valdez Parkour Residence

studio 3B Parametric Performance 3A 3A+3B 3A

2B 2A+MM 2A

Prof. Practice I

open:endsLocated along the edge of Skidrow in Los Angeles, Open:Ends creates an alternative homeless assistance center through the “Mind, Body, Soul” program. This program strives to return balance of individuals through three programs: physical therapy primarily with an emphasis on aquatics , social reintegration through classes and seminars, and an optional education aiming towards obtaining a G.E.D.

Open:Ends is designed with the idea of returning balance through the rehabilitation of an individual’s physical and mental well-being. To achieve this, programs such an aquatics center specializing in physical rehabilitation serves as an outreach and attraction to those in need of assistance and others who are interested in an water activities. To achieve mental well-being, clients undergo a rehabilitation program to learn skills needed to be be proficient in modern day society.

aquatics1/32””= 1’

site

second level housing level

W 30x116

W 18x50

steel blind

W 10x77

W 10x77

railingmodi�ed vierendeel truss

skin & solar

sectionnts

solar path today

sunrisemorning

afternoonsunset

operable skin: evening reveal

daytime reveal

the skin consists of a mechanical blind system that allows for sunlight to penetrate open:ends effectively signifying various operational hours

outdoor program

Through the use of a modified vierendeel truss system, we were able to create a direct relationship between the different stages of housing and the specific programs used to benefit that stages tenants. The vierendeel truss also allowed for circulation paths on the exterior and direct center of each floor plate creating an open ventilation system throughout each bar.

2nd level view

W 30x116

W 18x50

steel blind

W 10x77

W 10x77

railing

skin & solar

sectionnts

solar path today

sunrisemorning

afternoonsunset

operable skin: evening reveal

daytime reveal

the skin consists of a mechanical blind system that allows for sunlight to penetrate open:ends effectively signifying various operational hours

outdoor program

were able to create a direct relationship between the

truss also allowed for circulation paths on the

creating an open ventilation system throughout each bar.

solar & skin analysis

Located along the edge of Skidrow in Los Angeles, Open:Ends creates an alternative homeless assistance center through the “Mind, Body, Soul” program. This program strives to return balance of individuals through three programs: physical therapy primarily with an emphasis on aquatics , social reintegration through classes and seminars, and an optional education aiming towards obtaining a G.E.D.

Open:Ends is designed with the idea of returning balance through the rehabilitation of an individual’s physical and mental well-being. To achieve this, programs such an aquatics center specializing in physical rehabilitation serves as an outreach and attraction to those in need of assistance and others who are interested in an water activities. To achieve mental well-being, clients undergo a rehabilitation program to learn skills needed to be be pro�cient in modern day society.

homeless assistance center for the restoration of the body, mind & possibilities

view from Los Angeles Street

rendered section

daytime

F.U.R.: Freeway Urban DevelopmentCarbon emissions today are at an all time high due to human mechanization, industry, and technology. For years, nature has been able to keep up in recycling carbon dioxide in the atmosphere, but it can no longer keep up efficiently on its own causing global warming and a lower quality of air. The Freeway Urban Renewal, F.U.R. looks to assist nature in renewing the air through the byproducts of a daily commute.

daytime

12 am 2 am 4 am 6 am 8 am 10 am12 pm 2 pm 4 pm 6 pm 8 pm10 pm

0-15 mph16-30 mph31-45 mph46-60 mph 61+ mph

CA-110 freewayavg. 286 000 vehicles daily

traffic analysis

animals plants soil respiration other causesNATURE

9 giga

tons o

f car

bon e

mitte

d fro

m hu

mans

122 g

igaton

s abs

orbe

d by n

ature

120 g

igaton

s emi

ited f

rom

natur

e

For centuries, the earth has been able to handle carbon dioxide emmisions from natural causes by cycling it in the atmosphere. Since the introduction of industry, the Earth hasn’t been able to sustain this natural process with the larger amount of carbon dioxide emmitted causing global warming and unfavorable qualities of air.

129 - 122 = 7gigatons emmitted gigatons absorbed gigatons more than

there should be

traffic analysis

modules

secondary structure

lighting

A

B

Module Plan

Section B

Section A

module

exploded moduleF.U.R. parts

Freeway Surface TransformationF.U.R. utilizes a surface that is derived from extracting the existing surface of the freeway and manipulating it based on historical traffic statistics. Based off of the average velocity of the freeway given an area, the surface widens allowing filtering modules to populate it in slower areas versus higher speeds having a less wider area and serving as a mounting point on the freeway.

original freeway condition extruded surface widened/narrowed base/overhang

form//elevation

module

low velocity high velocity low velocity

velocity manipulation

evening drive during events

case study: Housing in Rue des SuissesHerzog & de Meuron

location: Paris, Francearchitect(s): Jacques Herzog & Pierre de Meuronbuilding type: residential, 2 buildingssite area: 2,734 m² floor area: 8,419 m²units: 33x apartments (47-96 m²), 7x lofts (48-75 m²) 15x courtyard apartments (70-100 m²), 2x cottages (48 m²)date of completion: 2000

Situated in a dense neighborhood in Paris, two distinct types of housing styles exist within Rue de Suisses: against the a verti-cally oriented housing structure clad with metal screens; across

the courtyard, a 3-story building clad with wood screens.

When designing the housing project, concern was placed into breaking the traditional mold of vertical housing. Emphasis was placed in allowing as much access to the garden courtyard. Struc-turally, the buildings are made of concrete covered by a network of ropes allowing for vines and grapes to grow on them.

thresholds + porosityRue de SuissesParis, France

porosity diagram light diagram

light diagram

urban fabricRue de SuissesParis, France

urban context

InfrastructureThe project utilizes the porosity of the concrete versus wood cladding to maximize outdoor garden space through vertical gardens and ventilation in the housing corridors.

LightThe wooden screens allow for the control of the amount of light and privacy for the housing units.

Urban ContextUnlike other Parisian housing in the area, the Rue des Suisses places emphasis on the site by utilizing a large exterior gar-den area. From streetview, the project breaks exising lines by shifting its facade on the north end and creating a concave bend on its eastern face.

case study: MacAllen BuildingOffice dA

location: Boston, Massachusettsarchitect(s): Office dAbuilding type: mixed use, residential & retailsize: 350,000 square feetdate of completion: April 2007

section of Office dA

As part of the revitilization of the South Boston Area, the Macal-len building addresses various pre-existing conditions along its urban site. The project is situated off of a highway offramp, an industrial and residential zone.

The Macallen building has recieved numerous awards for its green design. It is the first LEED Gold certified building in the city. The Macallen building utilizes a green roof and various building materials to maximize energy efficiency within the project.

roof plan courtesy of Office dA

porosity diagraminfrastructure diagram

urban fabricMacallen BuildingBoston, MA

urban context

InfrastructureOne of the main features of the building in regards to efficiency is its water management system. For the most part, internal systems collect and store rain water for future use.

PorosityThe building responds to various conditions on the site. A green roof is placed facing more industrial areas and facade materials respond to other conditions.

Urban ContextThe project resides on the transition between an industrial district and a residential zone. From the distance, it appears that the building emerges to join the Boston skyline.

location: 502 Colorado Avenue, Santa Monica, California

program: - 44 single-residents units (300-375 sq. ft.) - community room, mail room, laundry room, outdoor common courtyard - covered parking for 20 vehicles - total sq. footage: 30,150

lot: 15,000 sq. ft 52% building footprint

case study: Solar UmbrellaPugh + Scarpa

grou

nd le

vel

1/64

” =

1’

2nd

leve

l3r

d le

vel

typical unit1/4” = 1’

legend building

residential

mixed use

commercial

roads

ocean wind

circulation porositythe Colorado courts are arranged in such a way to maximize ocean breezes for ventilation minimizing the need for air conditioning units

Circulation is situated along the exterior of the building placing emphasis on the central courtyard.

energy

panoramic view of site

case study: 10300 S Trask Ave HousingDockweiler Beach

location: southwest of Los Angeles International Airport between Vista Del Mar & Pershing Dr intersecting Imperial Highway 10300 S Trask Ave (closed road)

located along dockweiler beach on a once, butterfly reserve, this project aims to preserve the existing site while making it usable for human inhabitance by synthesizing housing within the confines of the reservations natural features to achieve a minimal impact on the surrounding environment.

aerial view of site

Although the existing site is currently a reservation, it is for the most part, barren. Pockets of life a present within the site and are usually found in clusters.

one of the dominating features of the site is the wire fence that surrounds the whole area. At one point, this area was a thriving town. Through imminent do-main, it has been reclaimed by LAX and was wiped out

housing prototype 1utilizing the concepts of separation and protection as well as the formal qualities introduced by the wire fence, a flat plane undergoes transformations that later serve as a basis for the proposed housing project.

study models

this series of models work off of the concept of seperation and protection that is brought forth from the presence of the wire fence.

series of proposed modelsthis series will lay the basis for a proposed development type for both site manipulation and interior design

developed as landscape

enveloped as interior

site plan

site plan

IMMERSED HOUSINGSituated on a once butterfly reserve, IMMERSED housing resides on sand dunes near across from dockweiler beach and below the flight path of LAX. Emphasizing natural featues found within the site, IMMERSED sweeps through the swales to create human housing while maintaining a minimal footprint on the reservation. IMMERSED is organized in such a way allowing units and circulation contour and flow along the site topography. The units are staggered to create numerous and unique views of the ocean and the site.

Housing units maintain a low profile to accommodate for the airport and coastal zoning. Units are terraced and lift the ground to preserve continuity of the site.

Housing is built into the swales found within the topography. Manipulations are performed such as lifting topography to place human program within the site.

In doing so, housing creates a minimal, visible impact to the site. Outdoor spaces serve as transitions between usable hu-man spaces and the existing reserve.

housing units

circulation

garden

existing topography

morphing diagram

1 bedroom700 s.f.

3 bedroom1500 s.f.

2 bedroom900 s.f.

2 bedroom1100 s.f.

studio550 s.f.

physical model

view out to oceanview from base

Like the Macallen Building and the Colorado Courts, IMMERSED utilizes a garden roof and is directly facing the ocean to maintain efficient ventilation and air circulation within each unit.

site section

elevation from dockweiler beach

case study: Igualada CemeteryEnric Mirelles & Carme Pinos

The Igualada Cemetery accentuates the difference between the worlds of the living from the dead. Located in the outskirts of Spain, Enric Mirelles and Carme Pinos designed the cemetery without changing the existing conditions of the site making the cemetery part of it.Mirelles designed the cemetery in such a way where he incorporated various parts of its history through the use of elements from landscape design, urban design, sculp-tural and land art. Rather than building in the traditional style of cemeteries in the area, the Iguadala Cemetery�’s structure embeds itself into the landscape and appears to have always been part of it emphasizing a topographic adaptation.

general plan and section

The cemetery is designed to imitate the spiritual path of life to death by creating a series of walkways lined with various metal sculptures and trees represent-ing the transformations that life goes through. Sculptures, such as metal crosses act as gates that help to define movement within the cemetery. Details such as wooden slabs placed into ground create a unique experience that individuals will go through as they circulate through the cemetery. The use of various materials that age, such as the steel mesh rust-ing on the gable walls, creates a sense of aging within the site.

grave plan

crypt sections & elevation

chapel plan & elevations

solid v loose

This diagram shows the effect and sensation from the difference of walking between natural gravel and wooden planks embedded into it.

densityDensity is at the highest point where gable walls are placed to preserve topography.

topographic enclosure The shape of the existing terrain is maintained by placing entrances to enclosed areas alongside the faces of the slopes and embedded into them.

Displacement & Subsititution

Through the architectural use of objects found within a site, systems or new mate-rials should be added in order to support or minimize the effects of utilized objects to preserve an equilibrium. Materials or systems added should be able to preserve any existing field conditions.

Materials added can include steel-wire frame, natural/organic objects such as landscapes and agriculture, and/or materials similar to objects found within the site.

Materials or systems added should not be imposing on the existing topography and should not alter any field conditions and should have a reversible impact if later removed from the field.

plan: top 2/3�”=1�”

section A 2/3�”=1�”

4 AR 280 Spring 2010: Site Orders Instructor: Mark Ericson Student: Ryan Garcia

C

B

A

=&& !"#$%&#'()*+,#$&-&.#'*/0#1)20)3# 9*6)9=#+9<"#./+025/'+736*);#:)98#.)7/65)/3+4

2$'0>2(>&>0$;0>

!"#$%&'#(")*&'#(+,"-."/*

?@2/&A20";&1($;2'2($&B#/&1>0#'0;&'@>(:C@&90'@(;/&(A&/@2A'2$C&#$;&1>0#/2$CD&6#/0;&($&'@0&!#'0$'&(A&E:8/'2':'2($&F&G2/!"#1090$'H&#&'@2>;&0"090$'&2/&2$1(>!(>#'0;&2$'(&'@0&A20";&1($;2'2($&'(&/:!!(>'&'@0&/@2A'0;&!"#$0/D

?@0&A20";&B#/&1($/'>:1'0;&'@>(:C@&1>0#/2$C&1>0#'2$C&I#>2(:/&"0I0"/&B2'@2$&'@0&1($/'>:1'D&?@0&1>0#/0;&!"#$0/&#>0&/@2A'0;&'(&C2I0&I#>2#'2($&B2'@2$&'@0&A20";&1($;2'2($D&J"#'&!"#$0/&#>0&#;;0;&80'B00$&'@0&(>2C2$#"&!"#$0/&&#$;&#>0&$('1@0;&2$'(&'@09&2$&(>;0>&'(&9#2$'#2$&'@02>&/@#!0D

Field Design Description

This field condition was created through methods of shifting and creasing. Based on the patent of Substitution & Displace-ment, a third element is incorporated into the field condition to support the shifted planes.

The field was constructed through creas-ing creating various levels within the construct. The creased planes are shifted to give variation within the field condi-tion. Flat planes are added between the original planes and are notched into them in order to maintain their shape.

project: Buena Vista View Park CemeteryLos Angeles

Situated near Dodger Stadium in Elysian Park, Los Angeles, the Buena Vista View Cemetery utilizes the form derived from the Substitution & Displacement design idea to engage existing site conditions while allowing for future growth.

Buena Vista View Park is comprised of numerous types of vegetation, many of it not native to Los Angeles. Large pockets of vegetation create numerous canopies where wildlife occupy and provide shade and a good environment for human occupation.

site & burial plan

Natural Plots O�ces

Loculi Restrooms

Colombria Ramps

Chapel Soft-Scape

Gardens

cemetery model rendersLike the Igualada Cemetery, the Buena Vista View Park Cemetery introduces a program that exists through embedding itself within the site. This cemetery contains numrous types of burial plots and is designed to allow for future expansion utilizing the introduced language.

Loculus/Mausoleum WallsColombrian Walls Natural Plots

built into gradual slopes of topography vegetation/trees (garden) may be placed on top of loculiexterior walls preserves slope and topographyalligns along infrastructure and flora

built along larger slopes of topographysurrounded by vegetation/trees (garden areas)may serve as gabian walls in some areasaligns infrastructure and flora

placed into flatter slopes of topographysurrounded by minimal amounts of natural vegetation/trees in place of markers, trees/plants are usedplaced in flatter areas of the site

site section

case study: Saint Benedict’s ChapelPeter Zumthor

After the original chapel was destroyed, Peter Zumthor was commisioned to design the new chapel to accomo-date current and future generations. Zumthor primarily used wood, a common building material used throughout the region. The chapel takes a boat like shape to not stand out, but rather to “shine the old in a new light”.

morning midday afternoon evening

When designing the chapel, Zumthor uses certain materials to accentuate certain experiences through how they age.

For the interior, Zumthor uses light to create a similiar effect. He orients the chapel in such a way where the south side will always recieve the sunlight during the day.

The results create two different environments, light and dark, enabling the presence of two different experiences.

The frame demonstrates the behavior of light entering the chapel and diffusing in the north side to create these unique experiences.

In designing the chapel, Zumthor creates a floor and main walls seperated from the sup- porting beams. The floor is supported by underlying horizo-natal members.

The chapel is constructed in such a way where the walls are not supported by the main wooden columns. The floor and the roof are directly supported by these members.

In doing so, Zumthor enables the floor to appear floating, creating the sensation of a seperation between the sacred, the chapel, and the normal, Earth.

Frame 2 exposes the gap that is left between the floor, beams, and wall while emphasizing the division between two distinct experiences within the normal and sacred.

project: Pacific Rim Culinary AcademyLos Angeles, CA

Taking cues from Saint Benedict’s Chapel, PRCA utilizes wood accents with steel reinforcement to create a modern, yet traditional aesthetic and atmosphere.

102A

100A

G.L.587'-0"

A 3005

LIVING ROOM103

4954

Mer

idia

n S

t.Lo

s A

ngel

es, C

A 9

0042

PA

RK

OU

R R

ES

IDE

NC

E

NOTES,

DATE

G-100

10001JOB NO:

ISSUE

The drawings and specifications and designsrepresented hereby are and shall remain theproperty of the Architect, and no part thereof shallbe used or reproduced for any purpose other thanthe specified project for which they have beenprepared and developed without the writtenconsent of the Architect

Written dimensions shall have precedence overscaled dimensions. The Contractor shall verifyand be responsible for all dimensions andconditions on the jobsite and report anydiscrepancies to Architect.

The drawings and specifications indicate thegeneral scope of work and required technicalperformance of the building systems and do notnecessarily indicate or describe all the workrequired for full performance and completion ofthe construction contract. Based on the scope ofwork indicated Contractor shall furnish all itemsrequired for the proper execution of the project.

7500 GLENOAKS BOULEVARDBURBANK, CA 91510

PAGE NUMBER:

PAGE TITLE:

NO.

General Notes1. Final.dwg2. Highland Park Electric Tract3. Pin Number: 156A225 1944. Zone: R1-15. APN: 5476017014

ABBREVIATIONS

PROJECTINFO & INDEX

NOTES NOTES NOTES PROJECT INFORMATION

SCOPE OF WORK

DRAWING INDEX

VICINITY MAP

G-100 - NOTES, PROJECT INFO & INDEX

A-100 - SITE PLANA-200 - FIRST FLOOR AND FRAMING PLANA-201 - MEZZANINE & FRAMING PLANA-202 - ROOF FRAMING PLANA-300 - EXTERIOR ELEVATIONS & FRAMINGA-301 - EXTERIOR ELEVATIONS & FRAMINGA-302 - EXTERIOR ELEVATIONS & FRAMINGA-303 - EXTERIOR ELEVATIONS & FRAMINGA-400 - BUILDING SECTIONSA-500 - SCHEDULESA-700 - WALL SECTIONSA-701 - WALL SECTIONSA-800 - DETAILSA-801 - DETAILSA-802 - DETAILSA-803 - DETAILS

SP-100 - SPECIFICATIONSSP-101 - SPECIFICATIONSSP-102 - SPECIFICATIONSSP-103 - SPECIFICATIONS

SD - SCHEMATIC DESIGN

T-24 GENERAL NOTES

1. OPERATING INFORMATION. THE BUILDER SHALL PROVIDE THEBUILDING OWNER AT OCCUPANCY THE APPROPRIATECERTIFICATE(S) OF COMPLIANCE AND A LIST OF THE FEATURES,MATERIALS, COMPONENTS AND MECHANICAL DEVICES INSTALLED INTHE BUILDING AND INSTRUCTION ON HOW TO OPERATE THEMEFFICIENTLY. THE INSTRUCTIONS SHALL BE CONSISTENT WITHSPECIFICATIONS SET FORTH.

FOR RESIDENTIAL BUILDINGS, SUCH INFORMATION SHALL, AT AMINIMUM, INCLUDE INFORMATION INDICATED ON FORMS:CERTIFICATE OF COMPLIANCE (CF-1R), MANDATORY MEASURES(MF-1R), INSTALLATION CERTIFICATE (CF-6R), INSULATIONCERTIFICATE (IC-1), AND A MANUAL WHICH PROVIDES ALLINFORMATION SPECIFIED IN THIS SECTION 10-103B. THE HOMEENERGY MANUAL (P400-92-031, JULY 2001) MAY BE USED TO MEETTHE REQUIREMENT FOR PROVIDING THIS MANUAL.

2. THE BUILDER SHALL PROVIDE TO THE BUILDING OWNER ATOCCUPANCY MAINTENANCE INFORMATION FOR ALL FEATURES,MATERIALS, COMPONENTS, AND MANUFACTURED DEVICES THATREQUIRED ROUTINE MAINTENANCE FOR EFFICIENT OPERATION.REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLYSTATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL.THE LABEL MAY BE LIMITED TO IDENTIFYING, BY TITLE AND/ORPUBLICATION NUMBER, THE OPERATION AND MAINTENANCEMANUAL OF THAT PARTICULAR MODEL AND TYPE OF FEATURE,MATERIAL, COMPONENT, OR MANUFACTURED DEVICE.

FOR DWELLING UNITS, BUILDINGS OR TENANT SPACES WHICH ARENOT INDIVIDUALLY OWNED AND OPERATED, OR ARE CENTRALLYOPERATED, SUCH INFORMATION SHALL BE PROVIDED TO THEPERSON(S) RESPONSIBLE FOR MAINTAINING THE FEATURE,MATERIAL, COMPONENT, OR MECHANICAL DIVICE INSTALLED IN THEBUILDING.

3. ALL SYSTEMS, EQUIPMENT AND/OR BUILDING COMPONENTSSHALL COMPLY WITH THE APPLICABLE MANUFACTURER PROVISIONSAND INSTALLATION PROVISION OF TITLE 24, PART 6, CHAPTER 2,SECIONS 111 THROUGH 119.

4. ALL APPLIANCES FOR WHICH A CALIFORNIA STANDARD HAS BEENESTABLISHED IN THE APPLIANCE EFFICIENCY REGULATIONS SHALLBE CERTIFIED BY THE MANUFACTURER AS COMPLIANT WITH THEAPPLICABLE STANDARDS.

5. SPACE CONDITIONING EQUIPMENT SHALL MEET THE EFFICIENCYSTANDARDS SPECIFIED IN TITLE 24, PART 6, CHAPTER 2, SECTION112.

6. PILOT LIGHTS SHALL BE PROHIBITED FOR:a) FAN-TYPE CENTRAL FURNACESb) HOUSEHOLD COOKING APPLIANCES, EXCEPT NOTED BELOW.

EXCEPT FOR THE HOUSEHOLD COOKING APPLIANCES WITHOUT ANELECTRICAL SUPPLY VOLTAGE CONNECTION AND IN WHICH EACHPILOT LIGHT CONSUMES LESS THAN 150 bTU/HR.

7. MANUFACTURED FENESTRATION PRODUCTS AND EXTERIORDOORS SHALL HAVE AIR INFILTRATION RATES NOT EXCEEDING 0.3CFM/FT2 OF WINDOW AREA, 0.3 CFM/FT2 OF RESIDENTIAL DOORAREA, 0.3 CFM/FT2 OF NON-RESIDENTIAL SINGLE DOOR AREA, AND1.0 CFM/FT2 OF NON-RESIDENTIAL DOUBLE DOOR AREA.

8. FENESTRATION PRODUCTS, OTHER THAN PRODUCTS WHICH AREREMOVED AND REINSTALLED, SHALL BE CERTIFIED FOR OVERALLU-VALUES AND THE OVERALL SHGC, AND SHALL HAVE ATEMPORARY LABEL WHICH LISTS THE CERTIFIED U-VAULE ANDSHGC, AND CERTIFIES THAT APPLICABLE AIR INFILTRATIONREQUIREMENTS ARE MET.

9. FIELD MANUFACTURED FENESTRATION PRODUCTS AND EXTERIORDOORS, OTHER THAN UNFRAMED GLASS DOORS AND FIRE DOORS,SHALL BE CAULKED BETWEEN THE FENESTRATION PRODUCTS OREXTERIOR DOOR AND THE BUILDING, AND SHALL BE WEATHERSTRIPPED.

10. JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE THATARE POTENTIAL SOURCES OR AIR LEAKAGE SHALL BE CAULKED,GASKETED, WEATHER STRIPPED, OR OTHERWISE SEALED TO LIMITINFILTRATION AND EXFILTRATION.

11. INSULATION SHALL BE CERTIFIED BY THE MANUFACTURE ASCOMPLIANT WITH CALIFORNIA QUALITY STANDARDS FORINSULATING MATERIAL, TITLE 24, PART 12, CHAPTER 12 & 13, CCR.

12. ALL INSULATING MATERIAL SHALL BE INSTALLED IN COMPLIANCEWITH THE FLAME SPREAD RATING AND SMOKE DENSITYREQUIREMENT OF THE UBC.

13. IF INSULATION IS INSTALLED ON AN EXISTING SPACECONDITIONING DUCT, IT SHALL COMPLY WITH SECTION 605 OF THECMC.

RESIDENTIAL T-24 NOTES1. ALL HEATING AND/OR COOLING SYSTEMS OTHER THAN WOODSTOVES SHALL HAVE AN AUTOMATIC THERMOSTAT WITH A CLOCKMECHANISM OR OTHER SETBACK COMMISSION THAT SHUTS THESYSTEM OFF DURING PEAK PERIODS OF NONUSE AND THAT ALLOWSTHE BUILDING OCCUPANT TO AUTOMATICALLY SET BACK THETHERMOSTAT SET POINTS FOR AT LEAST TWO PERIODS WITHIN 24HOURS.

2. THE MINIMUM INSTALLED WEIGHT PER SQUARE FOOT OF ANYLOOSE-FILL INSULATION SHALL CONFORM WITH THE INSULATIONMANUFACTURER'S LABELED R-VALUE.

THIS PROJECT CONSISTS OF NEWCONSTRUCTION TO A RESIDENTIAL LOT.

SITE ADDRESS4954 MERIDIAN STREETLOS ANGELES, CA 90042

LEGAL DESCRIPTIONTRACT M B 9-162

APPLICABLE CODES2007 CALIFORNIA BUILDING CODE WITH AMENDMENTS

TYPE OF CONSTRUCTIONTYPE V - NEW BUILDING

BUILDING HEIGHTPROPOSED BUILDING MAX. HEIGHT = 20'-0"

ZONINGR1-1

OWNER:APU JACKS6485 NORTH BLYTHEFRESNO, CA 93711

ARCHITECT:US7500 N GLENOAKS BOULEVARDBURBANK, CA 91510818.767.0888

SYMBOLS

WORK, CONTROL OR DATUM PT

EXT. ELEVATION/ SECTION

ROOM IDENTIFICATION

WINDOW SYMBOL

DOOR SYMBOL

DETAIL/ AREA DETAIL REF.

NORTH ARROW

T-24 NOTES (CONT.)

3. INSULATION SHALL BE PROVIDED FOR WATER HEATERS ASFOLLOWS:a) STORAGE GAS WATER HEATERS WITH AN ENERGY FACTOR <0.58SHALL BE EXTERNALLY WRAPPED WITH INSULATION HAVING ANINSULATED THERMAL RESISTANCE OF R-12 OR GREATER.b) UNFIRED HOT WATER TANKS, SUCH AS STORAGE TANKS ANDBACKUP STORAGE TANKS FOR SOLAR WATER-HEATING SYSTEMS,SHALL BE EXTERNALLY WRAPPED WITH INSULATION HAVING ANINSTALLED THERMAL RESISTANCE OF R-12 OR GREATER OR HAVEINTERNAL INSULATION OF AT LEAST R-16 AND LABEL ON THEEXTERIOR OF THE TANK SHOWING THE INSULATION R-VALUE.c) PIPING, WEATHER BURIED OR UNBURIED, FOR RECIRCULATINGSOURCE TO THE STORAGE TANK FOR AN INDIRECT-FIRED DOMESTICWATER-HEATING SYSTEM AND THE FIRST 5' OF HOT AND COLDWATER PIPES FROM THE STORAGE TANK FOR RECIRULATINGSYSTEMS SHALL BE THERMALLY INSULATED.

GENERAL NOTES

1. ALL CONSTRUCTION DETAILS SHALL BE COMPLETED IN FULLCOMPLIANCE WITH THE CALIFORNIA BUILDING CODE AND ALLOTHER APPLICABLE CODES AND REQUIREMENTS.

2. THE CONTRACTOR (AND HIS/HER SUB-CONTRACTORS) SHALLSTUDY AND COMPARE THE CONTRACT DOCUMENTS AND SHALL ATONCE REPORT TO THE ARCHITECT IN WRITING ALL ERRORS,INCONSISTENCIES OR OMISSIONS DISCOVERED AND VERIFY ALLDIMENSIONS ON SITE PRIOR TO COMMENCING THE WORK. IF THECONTRACTOR PROCEEDS WITH ANY OF THE WORK SO AFFECTEDWITHOUT WRITTEN INSTRUCTIONS OF THE ARCHITECT, THECONTRACTOR SHALL MAKE GOOD AT HIS/HER OWN COST ANYRESULTING ERROR, DAMAGE, OR DEFECTS OR TIME DELAYS SOCAUSED. THE CONTRACTOR SHALL PERFORM NO PORTION OF THEWORK WITHOUT CONTRACT DOCUMENTS OR, WHERE REQURIED,APPROVED SHOP DRAWINGS, PRODUCT DATA OR SAMPLES FORSUCH PORTION OF THE WORK.

3. CONTRACTOR SHALL PROVIDE A BLANKET ONE-YEAR GUARANTEEFOR THE TOTAL JOB WITH THE SEPARATE GUARANTEE FORSPECIFIC TRADES/EQUIPMENT ITEMS, WITH THE NAMES OF LOCALREPRESENTATIVES TO BE CONTRACTED FOR SERVICE. PROVIDEOPERATING AND MAINTENANCE BROCHURES AS REQUIRED.

4. WRITTEN DIMENSIONS ON DRAWINGS SHALL TAKE PRECEDENCEOVER DIMENSIONS SCALED FROM DRAWINGS.

5. THE ARCHITECT WILL SUBMIT CONTRACT DOCUMENTS FOR "PLANCHECK" AND MAKE ANY NECESSARY CORRECTIONS. THECONTRACTOR WILL SECURE AND PAY FOR THE BUILDING PERMITAND ALL OTHER PERMITS, LICENSES, INSPECTIONS AND THE LIKE,INCLUDING POSTING AND BEARING THE COST OF BONDS REQUIRED,INSURANCE OF THE WORK AND RELATED CONSTRUCTION COVEREDBY THE CONTRACT AND WHICH ARE LEGALLY REQUIRED AT THETIME THE BIDS ARE RECEIVED. THE OWNER WILL PAY CHARGES,FEES AND ASSESSMENTS LEVIED BY PUBLIC AUTHORITIES FORCONNECTION TO THE PUBLIC SEWER.

6. IMPROVEMENTS ON THE SITE, WORK IN PROGRESS, STOREDMATERIALS, AND PUBLIC AND PRIVATE IMPROVEMENTS ONPROPERTY ADJACENT TO THE SITE SHALL BE PROTECTED BY THECONTRACTOR FORM DAMAGE ARISING FROM THE WORK. ALLDAMAGE SO OCCURRING SHALL BE REPAIRED OR REPLACED BY THECONTRACTOR AT NO COST TO THE OWNER.

CONSTRUCTION7. CONTRACTOR SHALL ERECT AND MAINTAIN TEMPORARYBARRICADES AND DUST-PROOF PARTITIONS AS NEEDED FORPROTECTION AGAINST ACCIDENT, AND SHALL CONTINUOUSLYMAINTAIN ADEQUATE PROTECTION OF HIS WORK AND THE OWNER'SPROPERTY FROM DAMAGE OR LOSS ARISING IN CONNECTION WITHCONSTRUCTION.

8. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET FACILITIES ATTHE JOB AS NECESSARY AND REQUIRED BY CODE.

9. NO PART OF THE STRUCTURE SHALL BE OVERLOADED BEYONDITS SAFE CARRYING CAPACITY BY THE PLACING OF MATERIALS,EQUIPMENT, TOOLS, MACHINERY OR ANY OTHER ITEM.

10. CONTRACTOR SHALL PROTECT FLOOR SURFACES FROMDAMAGE AND EQUIP MOBILE EQUIPMENT WITH PNEUMATIC TIRES.

11. WHEN DEMOLITION IS REQUIRED ON SITEa) ALL DEBRIS SHALL BE WET AT THE TIME OF HANDLING TOPREVENT DUST.b) NO STRUCTURAL MEMBER IN ANY STORY SHALL BE DEMOLISHEDUNTIL THE STORY ABOVE IS COMPLETELY REMOVED.c) FREE FALL DUMPING OVER EXTERIOR WALL WILL NOT BEALLOWED FOR HEIGHT MORE THAN 25 FT.d) DEMOLITION PERMIT MUST BE OBTAINED BY A LICENSEDWRECKING CONTRACTOR (CLASS C-21), OR BY A LICENSEDGENERAL CONTRACTOR (CLASS B-1) WHO IS ALSO THECONTRACTOR OR A NEW BUILDING TO BE ERECTED ON THE SAMESITE. THE CONTRACTOR'S LICENSE SHALL BE VERIFIED PRIOR TOISSUANCE OF PERMIT.

ENERGY12. THE DESIGN SHALL CONFORM TO REQUIREMENTS OF TITLE 24,PART 2, CHAPTER 2-53.

13. A MAINTENANCE LABEL SHALL BE AFFIXED TO ALL EQUIPMENTREQUIRING PREVENTATIVE MAINTENANCE, AND A COPY OF THEMAINTENANCE INSTRUCTIONS SHALL BE PROVIDED FOR THEOWNER'S USE.

14. INSULATION SHALL BE CERTIFIED BY THE MANUFACTURER TOCOMPLY WITH THE CALIFORNIA QUALITY STANDARDS FORINSULATING MATERIAL.

FIRE SAFETY15. SMOKE DETECTORS SHALL BE PROVIDED AS REQUIRED BY THECALIFORNIA BUILDING CODE. A FIRE PREVENTION SYSTEM SHALL BEINSTALLED TO COMPLY WITH LOS ANGELES COUNTY AND THESTATE OF CALIFORNIA FIRE CODES.

GLAZING16. GLASS DOORS, ADJACENT PANELS, AND ALL GLAZED OPENINGSWITHIN 18" OF THE ADJACENT FLOOR SHALL BE OF GLASSAPPROVED FOR IMPACT HAZARD. 91.1711(d) (HSC 25997 EFF. 3/4/72).

PLUMBING17. CONTRACTOR SHALL VERIFY THAT COPPER WATER SUPPLYLINES ARE SIZED TO PROVIDE ACCEPTABLE PRESSURE ANDVOLUME. CONTRACTOR SHALL CONNECT WASTE LINES TO SEWERAND PROVIDE CLEANOUTS AND VENTILATION AS REQUIRED BY THEUNIFORM PLUMBING CODE.

18. ALL PLUMBING LINES IN CEILINGS AND WALL TO BE CAST IRON.

AB ANCHOR BOLTA/C AIR CONDITIONINGACOUS ACOUSTICALADJ ADJUSTABLEAGG AGGREGATEALT ALTERNATEALUM ALUMINUMANOD ANODIZEDAPPROX APPROXIMATEARCH ARCHITECTURALASP ASPHALTAUTO AUTOMATICAUX AUXILIARY

BD BOARDBIT BITUMINOUSBLDG BUILDINGBLKG BLOCKINGBM BEAMBOT BOTTOMBR BRONZEBRIDG BRIDGINGBRG BRONZEBRDG BRIDGINGBRG BEARINGBAK BRICKBS BOTH SIDESBTWIN BETWEENBUR BUILT-UP ROOF

CAB CABINETCEM CEMENTCHAM CHAMFERCI CAST IRONCIP CAST IN PLACECJ CONTROL JOINTCL CENTERLINECLG CEILINGCLK CAULKINGCLO CLOSETCLR CLEARDMU CONCRETE MASONRY UNITCO CASED OPENINGCOL COLUMNCOMB COMBINATIONCON CONNECTIONCONST CONSTRUCTIONCONC CONCRETECONT CONTINUOUSCONTR CONTRACTORCORR CORRIDORCT CERAMIC TILECTR CENTER

DA DOUBLE ACTINGDBL DOUBLEDEPT DEPARTMENTDET DETAILDIA DIAMETERDIAG DIAGONALDIFF DIFFUSERDIM DIMENSIONDISP DISPENSERDIV DIVIDE, DIVISIONDN DOWNDR DOORDS DOWN SPOUTDWG DRAING

(E) EXISTINGEA EACHEF EXHAUST FANEJ EXPANSION JOINTEHD ELEC. HAND DRYERELEC ELECTRICALELEV ELEVATIONEMER EMERGENCYENCL ENCLOSUREENTR ENTRANCEEQ EQUALEQUIP EQUIPMENTES EACH SIDEEW EACH WAYEWC ELECTRIC WATER CLOSETEXIST EXISTINGEXP EXPANSIONEXT EXTERIOR

FA FIRE ALARMFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CLOSETFHC FIRE HOSE CABINETFIN FINISHFIXT FIXTUREFL FLOORFLASH FLASHINGFLUOR FLORESCENTFOB FACE OF BRICKFOC FACE OF CONCRETEFOF FACE OF FINISHFOS FACE OF STUDFOW FACE OF WALLFS FULL SIZEFT FOOT, FEETFTG FOOTINGFURN FURNISHFURR FURRINGFUT FURURE

GA GAUGEGALV GALVANIZEDGB GRAB BARGEN GENERALGI GALVANIZED IRONG.L. GROUND LINEGL GLASSGND GROUNDGR GRADEGYP. BD. GYPSUM BOARDGWB GYPSUM WALL BOARD

H HIGHHB HOSE BIBHC HOLLOW COREHDW HARDWAREHDWD HARDWOODHM HOLLOW METALHORIZ HORIZONTALHR HOURHT HEIGHT

ID INSIDE DIAMETERINFO INFORMATIONINSUL INSULATIONINT INTERIORINV INVERTIP IRON PIPE

JAN JANITORJT JOINTJST JOIST

KO KNOCK OUT

L LENGTHLAD LADDERLAM LAMINATELAV LAVATORYLB POUNDLKR LOCKERLT LIGHTLVR LOUVERLW LIGHTWEIGHT

MACH MACHINEMAS MASONRYMAT MATERIALMAX MAXIMUMMDF MED. DENS. FIBER BD.MECH MECHANICALMED MEDIUMMEMB MEMBRANEMEZZ MEZZANINEMFR MANUFACTURERMH MANHOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMO MASONRY OPENINGMTD MOUNTEDMTL METALMUL MULLION

(N) NEWN NORTHNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALE

OC ON CENTEROD OUTSIDE DIAMETEROFF OFFICEOH OVERHEADOPP OPPOSITEOZ OUNCE

PERF PERFORATEDPKG PARKINGPL PROPERTY LINEPLAM PLASTIC LAMINATEPLAS PLASTICPLY PLYWOODPLUMB PLUMBINGPNT PAINTPR PAIRPROP PROPERTYPSF POUNDS/SQ. FOOTPSI POUNDS/SQ. INCHPTN PARTITIONPTR PRESSURE TREATEDPVC POLYVINYL CHLORIDEPVMT PAVEMENT

QT QUARRY TILE

R RISERRAD RADIUSRD ROOF DRAINREF REFRIGERATORREG REGISTERREINF REINFORCEDREM REMOVEREQD REQUIREDRET RETAININGREV REVISIONRF ROOFRM ROOMRO ROUGH OPENINGROW RIGHT OF WAY

S.B SET BACKS.E.D. SEE ELEC. DWGS.M.D. SEE MECH. DWGS.P.D. SEE PLUMBING DWGS.S.D. SEE STR DWGSC SOLID CORESCHED SCHEDULESD SOAP DISPENSERSEC SECTIONSF SQURE FOOTSH SHELFSHT SHEETSIM SIMILARSPEC SPECIFICATIONSQ SQUARESS STAINLESS STEELSTA STATIONSTD STANDARDSTL STEELSTOR STORAGESTR STRUCTURALSUSP SUSPENSION, SUSPENDEDSYN SYNTHETICSYS SYSTEM

TEL TELEPHONETOP TOP OF PARAPETTOS TOP OF SLABT.P. TOP PLATETS TUBE STEELTYP TYPICAL

UL UNDERWRITER LABUNF UNFINISHEDUNO UNLESS NOTED OTHERWISEU/S UNDER SIDE

VERT VERTICALVIF VERIFY IN FIELD

WC WATER CLOSETWD WOODWIND WINDOWW/ WITHW/O WITHOUTWT WEIGHT

01 Construction Docs 5.03.10

Parkour Residence

location: Los Angelesarchitect(s): U.S:Undergrad.Studentsbuilding type: residentialconsulting architect: G. Zavoltaclient: Apu Jachs

ME

RD

IAN

STR

EE

T

22'

2'15

'-6 1

/2"

5'-5 1/2"

17'-0 3/4" 15'-6" 35'-10 1/2"30'-9 3/4"17'-2 1/2"

5' S

B.

1'-9 3/4"

4'-3 1/4"

31'-1

1 1/

4"

1'-11 3/4"

5' S

B.

50'

150'-1"

15' SB. 18'-7 1/4" 27'-4 3/4" 31'-1 1/2" 24' 13'-8 1/2" 20' SB.

25'-9

1/4

"

4954

Mer

idia

n S

t.Lo

s A

ngel

es, C

A 9

0042

PA

RK

OU

R R

ES

IDE

NC

E

SITE PLAN

DATE

A-100

10001JOB NO:

ISSUE





PAGE NUMBER:

PAGE TITLE:

NO.

13 SITE PLANSCALE: 1/8" = 1'-0"


15 SITE SECTIONSCALE: 1/8" = 1'-0"


ME

RD

IAN

STR

EE

T

22'

2'15

'-6 1

/2"

5'-5 1/2"

17'-0 3/4" 15'-6" 35'-10 1/2"30'-9 3/4"17'-2 1/2"

5' S

B.

1'-9 3/4"

4'-3 1/4"

31'-1

1 1/

4"

1'-11 3/4"

5' S

B.

50'

150'-1"

15' SB. 18'-7 1/4" 27'-4 3/4" 31'-1 1/2" 24' 13'-8 1/2" 20' SB.

25'-9

1/4

"

4954

Mer

idia

n S

t.Lo

s A

ngel

es, C

A 9

0042

PA

RK

OU

R R

ES

IDE

NC

E

SITE PLAN

DATE

A-100

10001JOB NO:

ISSUE





PAGE NUMBER:

PAGE TITLE:

NO.

13 SITE PLANSCALE: 1/8" = 1'-0"


15 SITE SECTIONSCALE: 1/8" = 1'-0"


BATHROOM101

KITCHEN102

LIVING ROOM103

4'-2" 4'-4 1/2"

12'-6 3/4"7'-10 3/4"3'-1 3/4"

6'-10 3/4"

A 400

13

7

100A

102A

101A

102A 102B

103B

3'-0

1/2

"7'

-9"

2'-2

3/4

"

29'-0 3/4"

103A

101A

UP

2'-6 1/2"

3'-8

1/2

"

FRIDGE

STOVE

SINK

TOILET

TUB

BUILT INCOUCH

SINK

TILE

TILE FLOORING

CORK

A 400

A 7005

A 70013

A 7015

16" OLIVE

OPPENING FOR TREE

METAL DECK RAILING

34'-6 3/4"3'-10" 3'-10"3'-10" 3'-10" 3' - 10"3'-7 3/4"13'-10 1/2"

20'-0"

20'-0

"GARAGE104

104A

10'-0" 10'-0"

100A

UP

A 8001

A 80313

A 701

11'-2 1/2" 5'-0" 15'-8" 5'-0"1'-8 3/4"

UP

UP

A 80315

A 8007

A 8013

A 8008

A 303

A 30213

A 3005

2 x 10

2 x

10

2 x

10

2 x 102 x 10

2 x

10 @

24"

O.C

.

2 x 10 @ 16" O.C.

2 x 10 @ 24" O.C.

2 x 10 @ 16" O.C.

2 x

10 @

24"

O.C

.

4" CONCRETE SLAB ON GRADE570

GARAGE

2 x 10

2 x 10

2 x

10

2 x 10

2 x

10

2 x 10

2 x 10

2 x

10

2 x

10

2 x 10

2 x

10

2 x 10

4 x 4

2 x 10 DOUBLE RIM JOIST

16" OLIVE

2 x 10

2 x

10

2 x

10

2 x 10

576.25

4954

Mer

idia

n S

t.Lo

s A

ngel

es, C

A 9

0042

PA

RK

OU

R R

ES

IDE

NC

E

DATE

A-200

10001JOB NO:

ISSUE





PAGE NUMBER:

PAGE TITLE:

NO.


FRAMING PLANFIRST FLOOR &

13 FIRST FLOOR PLANSCALE: 1/4" = 1'-0"

15 FIRST FLOOR FRAMING PLANSCALE: 1/4" = 1'-0"


T.P.T.P.601'-9 1

4"

G.L.572'-0''

T.P.T.P.580'-11''

G.L.569'-0"

BUILT UP ROOFING SYSTEM(TAR AND GRAVEL

29'-8

3/4

"

CURTAIN WALL

CURTAIN WALL

CONCRETE PANELSW/ 1

4" SPACING

CONCRETE PANELSW/ 1

4" SPACING

CONCRETE PANELSW/ 1

4" SPACING

ENTRANCE DOOR

11'-1

1"

CEDAR DECK

103B

100A

CEDAR STAIRS

BUILT UP ROOFING SYSTEM

4'-3

3/4

"

G.L.569'-0"

ROOF SHINGLES

2 x 10

2 x 10

2 x 6

2 x 4

2 x 10

2 x 4

2 x 6

2 x 10

2 x 4

2 x 10

2 x 4

2 x 4

2 x 10

2 x 4

2 x 4

2 x 10

2 x 4

2 x 4

4954

Mer

idia

n S

t.Lo

s A

ngel

es, C

A 9

0042

PA

RK

OU

R R

ES

IDE

NC

E

DATE

A-300

10001JOB NO:

ISSUE





PAGE NUMBER:

PAGE TITLE:

NO.

7 NORTH ELEVATION FRAMING PLANSCALE: 1/4" = 1'-0"

5 NORTH ELEVATIONSCALE: 1/4" = 1'-0"


EXTERIORELEVATIONS& FRAMING


2 x 10

2 x 6

2 x 4

2 x 4

2 x 10

2 x 6

2 x 102 x 4

2 x 10

2 x 10

2 x 10

2 x 4

4954

Mer

idia

n S

t.Lo

s A

ngel

es, C

A 9

0042

PA

RK

OU

R R

ES

IDE

NC

E

DATE

A-302

10001JOB NO:

ISSUE





PAGE NUMBER:

PAGE TITLE:

NO.

13 WEST ELEVATIONSCALE: 1/4" = 1'-0"


EXTERIORELEVATIONS& FRAMING

15 WEST ELEVATION FRAMING PLANSCALE: 1/4" = 1'-0"


1'-6

"0'

-6"

1'-6

"

1'

WINDOW MULLIONS

2 X 10 FLOOR JOISTW/ R30 BATT. INSULATION

34" PLYWOOD

14" FLOOR PAD12" CORK FLOOR(TONGUE AND GROOVE, NATURAL)

(2) #4 BAR, TOP(2) #4 BAR, BOTTOM

2 X 10 P.T. SILL W/ANCHOR BOLTS ANDPLATE WASHERS

2 X 10 RIM JOIST

FINISHED GRADE

FINISHED FLOOR572'-0" WATER DRIP


FASCIA BOARD

2X4 DOUBLE TOP PLATE

34" PLYWOOD

1' X 3' CONCRETE SIDING.3

4" THICK

VAPOR BARRIER

2 X 10 ROOF RAFTER

3" X 34" MOHOGANY PANELS(TONGUE AND GROOVE, STAINED)

INTERIOR

TOP OF ROOF589'-2"

34" PLYWOOD

VAPOR BARRIER

ROOF SHINGLES

A-801

A-801

4" PERFORATEDDRAIN PIPE

GRAVEL

2X4 DOUBLE TOP PLATE

34" PLYWOOD


4" THICK

VAPOR BARRIER

MA Wall Section and Details

12

3

1'-6

" 0'-8

"

2'

1'

0'-6

"

34" PLYWOOD

14" PAD

12" CORK FLOOR(TONGUE AND GROOVE),NATURAL

FASCIA BOARD

2X DOUBLE TOP PLATE

34" PLYWOOD


4" THICK

2 X 10 ROOF RAFTER

2 X 10 CEILING JOISTW/ R0 BATT. INSULATION

WINDOW MULLIONS


2X P.T. SILL W/ANCHOR BOLTS ANDPLATE WASHERS

2 X 10 RIM JOIST

FINISHED GRADE

VAPOR BARRIER

VAPOR BARRIER

12" DRYWALL

34" PLYWOOD

34" PLYWOOD

3" MOHOGANY PANELS(TONGUE AND GROOVE), STAINED

ROOF SHINGLES

WATER DRAINTOP OF ROOF

589'-2"

FINISHED FLOOR

572'-0"

34" PLYWOOD

INTERIOR

4" PERFORATED DRAIN PIPE

GRAVEL

0'-1

3 4"

1'-9

3 4"

VAPOR SPACINGW/ WIRED MESH

4954

Mer

idia

n S

t.Lo

s A

ngel

es, C

A 9

0042

PA

RK

OU

R R

ES

IDE

NC

E

WALL

A-701





PAGE NUMBER:

PAGE TITLE:

General Notes1. Final.dwg2. Highland Park Electric Tract3. Pin Number: 156A225 1944. Zone: R1-15. APN: 54760170146. Dwg 5 drawn by: Ryan Garcia7. Dwg 13 drawn by: Manny Alcala

SECTIONS

13 WALL SECTION (MA)SCALE: 3/4" = 1'-0" 5 WALL SECTION (RG)

SCALE: 3/4" = 1'-0"

DATE

10001JOB NO:

ISSUENO.


3" MOHOGANY PANELS

34" PLYWOOD

14" FLOOR PAD

12" CORK FLOOR

(TOUNG AND GROOVE)

INTERIOR


2X DOUBLE TOP PLATE


4" THICK

VAPOR BARRIER

34" PLYWOOD

2 X 10 RIM JOIST

12

3

2 x 10 FASCIA BOARD

2X DOUBLE TOP PLATE

34" PLYWOOD


4" THICK

2 X 10 ROOF RAFTER

2 X 10 CEILING JOISTW/ R30 BATT INSULATION

VAPOR BARRIER

VAPOR BARRIER

12" DRYWALL

34" PLYWOOD

3" MOHOGANY PANELS

ROOF SHINGLES

WATER DRAIN

34" PLYWOOD

VAPOR SPACINGW/ WIRED MESH

1'-9 3/4"

3"

1 1/2"


2X P.T. SILL W/ANCHOR BOTLS ANDPLATE WASHERS

2 X 10 RIM JOIST

34" PLYWOOD

3" X 3 4" MOHOGANY PANELS(TONGUE AND GROOVE), STAINED

14" FLOOR PAD

12" CORK FLOOR,

(TONGUE AND GROOVE), NATURAL

34" PLYWOOD

VAPOR BARRIER

1' X 3' CONCRETE SIDING(3 4" THICK)

FINISHED GRADE

WATER DRIP

INTERIOR

2 X 10 FLOOR JOIST

3"

1 1/2" 3/4"

R30 BATT. INSULATION

1'X3' CONCRETE SIDING34" THICK

VAPOR BARRIER

34" PLYWOOD

WOOD WINDOWJAM ASSEMBLY

SEALANT

DOUBLE GLAZED WINDOW

4X FRAMING S.S.D.

3" X 34" MAHOGANY PANELS(TONGUE AND GROOVE)

1"X4" WOOD TRIM

VERTICAL WOODWINDOW BARRIER


1" THICK WOODMULLION ASSEMBLY


1'X3' CONCRETE SIDING34" THICK

VAPOR BARRIER

34" PLYWOOD

WOOD WINDOWJAM ASSEMBLY

SEALANT


4X FRAMING S.S.D.

3" X 34" MAHOGANY PANELS(TONGUE AND GROOVE)

1"X4" WOOD TRIM


34" PLYWOOD

2" X 4" PLATE

2 X 6 JOIST

FINISHED GRADE

7 1/2"

4"

3 1/2" 4954

Mer

idia

n S

t.Lo

s A

ngel

es, C

A 9

0042

PA

RK

OU

R R

ES

IDE

NC

E

DETAILS

A-801





PAGE NUMBER:

PAGE TITLE:


15 WINDOW SILL DETAIL (RG)SCALE: 3" = 1'-0"

14 WINDOW MULLION DETAIL (RG)SCALE: 3" = 1'-0"

13 WINDOW JAMB DETAIL (RG)SCALE: 3" = 1'-0"

11 INTERIOR AND EXTERIOR FINISH DETAIL (MA)SCALE: 1 1/2" = 1'-0"

9 ROOF DETAIL (MA)SCALE: 1 1/2" = 1'-0" 1 CANTILEVER DETAIL (BH)

SCALE: 1 1/2" = 1'-0"

DATE

10001JOB NO:

ISSUENO.

Construction Docs 5.03.1001

3 ADA RAMP DETAIL (KV)SCALE: 1 1/2" = 1'-0"

34" PLYWOOD

14" FLOOR PAD

12" CORK FLOOR

ENTRY ROOM

LIVING ROOM

MOHOGANY BULLNOSE EDGE

12" CORK PANEL

2 X 10 STAIR THREAD

11"

7"

BATHROOM

2 X 10 STAIR THREAD

12" TILE FLOORING

12" CORK PANEL

MOHOGANY BULLNOSE

34" PLYWOOD

14" FLOOR PAD

12" CORK FLOOR

2'-1

0"

3'-0"

2"

34" PLYWOOD

14" FLOOR PAD

12" CORK FLOOR(TONGUE AND GROOVE)

3/8" SCREW

RAILING FASTENER

2 X 2 METAL RAILING

2 X 10 STAIR TREAD

2 X 2 METAL RAILING

2"

2"

2'-1

0"

2"

2 X 5" CEDAR DECKING

2" METAL POLE

2 X 3" METAL RAILING

2 X 10" DECK JOIST

5 12" CONCRETE

COLUMN

6" CONCRETEPAD

DECK

11

4

2 1/4"3/8"

2 X 10 STAIR THREAD

2 X 3" JOIST

6"

8 3/

8"

1'-4 1/2"

3'-0

1/2

"

4954

Mer

idia

n S

t.Lo

s A

ngel

es, C

A 9

0042

PA

RK

OU

R R

ES

IDE

NC

E

DETAILS

DATE

A-803

JOB NO:

ISSUE





PAGE NUMBER:

PAGE TITLE:

NO.

15 STAIR AND RAILING DETAIL (MF)SCALE: 1 1/2" = 1'-0"

13 STAIR DETAILS (RG)SCALE: 1 1/2" = 1'-0"

7 STAIR DETAIL (BH)SCALE: 1 1/2" = 1'-0"

5 STAIR DETAILS (MA)SCALE: 1 1/2" = 1'-0"


10001

Construction Docs 5.03.1001

18'-1

1 1/

2"

5'-6

1/2

"

1'-1

0 1/

2"

12

3

10.5

BATHROOM WALLS

ENTRANCEDOOR

3'-0

"

METAL RAILINGS

CORRUGATEDMETAL ROOF

CONCRETE PANELS

MOHOGANY WOOD SLATS

CONCRETEPANELS

GARAGEDOOR

100A

104A

WOODCURTAINWALL

BUILT-INSOFA

STEPS TOLIVING ROOM

BUILT UP ROOFING SYSTEM

10.5

LIVING ROOM573' - 2"

12'-0

"

1001

11'-1

1"

TOP580'-11"

G.L.569'-0"

MOHOGANYWOOD SLATS

ENTRANCE DOOR

26'-4

1/4

"

24'-1

1 3/

4"

19'-4

"

WOOD CURTAINWALL

TOP OF ROOF606'-4 1/4"

FINISHED FLOOR580'-0"

TOP OF ROOF599'-9 1/2"

TOP OF PLATE596'-1 1/4"

4954

Mer

idia

n S

t.Lo

s A

ngel

es, C

A 9

0042

PA

RK

OU

R R

ES

IDE

NC

E

DATE

A-400

10001JOB NO:

ISSUE





PAGE NUMBER:

PAGE TITLE:

NO.

13 LONG SECTIONSCALE: 1/4" = 1'-0"

7 CROSS SECTIONSCALE: 1/4" = 1'-0"


BUILDINGSECTIONS


WU.arch. portfolio

Documents

Transcript of WU.arch. portfolio