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EDUCATION

BACHELORDEGREEINARCHITECTURE

McGINNISCHENASSOCIATESSanFrancisco,California

POSITION:ArchitecturalDesigner

Produce,coordinateandoverseepresentationandcontract deliverablessuchasdiagrams,3Dmodels,drawings,renderings, physicalmodelsandanimations.

Producequickandexpressive2Dand3Dsketchestocommunicate anddocumentdesignideas. ResearchMaterial,Fabrics,andColorTrends.

PROJECTS:

200Park:Officetower_SanJose,California

NewarkCivicCenter:CityHall&Library_Newark,California 833Bryant:Pre-fabSupportiveHousing_SanFrancisco,California Paramount:Theatre_Oakland,California

CORGANLosAngeles,California

POSITION:ArchitecturalDesigner

Generatepresentationdrawingsfordesignreviewsessions. Producegraphicpresentations,3Drenderings,andconstruction drawings.

PROJECTS:

Metilabs:DataCenter_Fremont,California VeniceHighSchool:HighSchool_LosAngeles,California PomonaPublicLibrary:Library_LosAngeles,California

HORNSTEINARARKITEKTARReykjavik,Iceland

POSITION:JuniorArchitect

MASTERDEGREEINARCHITECTURE

CollaboratewithArchitectureandDesignteamstoproducerenders, graphics,illustrations,andpresentationmaterialsthatvisually communicatedesignintent,concepts,anddesign.

PROJECTS:

Landspitali:NationalHospital_Reykjavik,Iceland

RUV:ResidentialBuildingReykjavik,Iceland Vesturbaejarskolin:KindergartenReykjavik,Iceland

CONELSANMadrid,Spain

POSITION:ArchitecturalDesigner

Translate2Ddrawingsandphotosinto3Dmodels. Prepareandcreatepresentationdrawings.

PROJECTS:

AeropuertodeMalaga-CostadelSol:Airport_Malaga,Spain

AeopuertoInternacionalMadrid-Barajas:Airport_Madrid,Spain

FREELANCE

LeadArchitecturalDesigner

Conceptualizeanddevelopdesignideas. Createvisualelements,effects,andanimationsusing3Dmodeling software.

PROJECTS:

PortolaRedwoodsVisitorCenter:VisitorCenter_Redwoods,California

LosJardinesHouse:Single-familyhouse_FountainValley,California

OntheEdge:StudentResidence&Library_SantaBarbara,California

CaiResidence:Single-familyhouse_SanFrancisco,California

VHouse:Single-familyhouse_CastroValley,California

TedHouse:Single-familyhouse_MaunaKea,Hawaii

NormaHouse:Single-familyhouse_Quetzaltenango,Guatemala BetweenSea&Cliffs,Theatre&MuseumBasqueCountry,Spain

TheSlope:Regeneration&MasterplanningBasqueCountry,Spain

Three-in-one:OfficeTower:_BasqueCountry,Spain

GuillermoDelRioCogolludo architect & 3d designer

///KAIHOUSE

SanFrancisco,California

Anew3-storeywingwasaddedtotherearoftheoriginalhousethat accommodateskitchen/dining/living,masterbedroom,andloft.An externalstand-alonestudiowasalsoaddedthatcanbeusedasguest quartersorforrecreation.Thenewwingprovideslight-filled north-facinglivingspacesthatcontrasttheintrospectivequalitiesofthe originalhouse.Theadditionsprovideflexibilityinlivingarrangements andaclearandconvenientconnectiontoreargardensanddecks. High-performanceglazingsystems,operableexternalshadescreens andisolatedinternalthermalmassassistinpassivelyregulating temperatures during San Francisco’s summer and winter temperatures.Windowsalongthewesternfaceofthenewaddition provideviewsofSanFranciscoiconicOceanBeachlandscape.

Thenewworkischaracterizedbya“fluid”timberfaçadeandaseries ofscreensattheupperlevelthatissculptedtorespondtowindow positionsandmassing.Thesecondflooroverhangsthewest-facing groundfloorglazingtoprovideneededshadeinsummerand shelteredcoverageofanoutdoordiningzone.Operableandsliding screenstotheupperfloorwindowsandwallsofthestudioallowthe residentstocontrolrequiredlevelsofshadeandprivacydependenton seasonalconditionsandlivingfunctions.

PORTOLAREDWOODS

edwoods

aorna

>> roof

polystyrene

wood strips 8 x 19 cm

e=10 cm between strips

asphalt waterproofing sheet Collaborative forged steel sheet e=1 mm

profile with metal connectors

steel beam h=130 cm

with rubber block anchored to the concrete wall

>> footbridges

anchored to the concrete wall every 80 cm polystyrene band e=5 mm on metal profiles

e=3 cm

panel e=5 m

railing

>> suspended ceiling

holding rigid steel cables 1x19 Ø8 mm

18 workshop-mounted laminated wood ribs connected by means of metal plates and bolts

cracked laminated wood plywood boards e=20 mm okume veneered beech veneer

>> control and projection cabin

double board plasterboard, medium density perforated 15 + 15 on strips wood and magnesite chipboard e=2 cm. hung with metal profiles

glazing 5+5 polyvinyl butyral laminate air-conditioning duct

>> upper tier

slab h=30 cm reinforced slab e=10cm

polystyrene sheet e=3 cm air-conditioning duct - variable section plenum

cross-linked polyethylene layer e=3 mm wooden strip DM 5x2 cm beechwood slat e=2 cm

individual acoustic armchair concrete slab h=35 cm reinforced slab e=10 cm

>> lower tier

water-repellent board as the lost formwork of the reinforced slab supported by a single-foot HD brick partition wall fireproof plywood board e=20 mm striped vertically with beech slats water-repellent board as the lost formwork of the reinforced slab supported by a HD brick foot brick brick

pine wood stripping for the formation of grandstands and exit plenum air polystyrene sheet e=3 cm air-conditioning duct variable section plenum

fireproof plywood board e=15 cm cross-linked polyethylene layer e=3 mm beechwood slat e=2 cm individual acoustic armchair

>> ditch

glued parquet e=3 cm floating concrete slab e=10 cm polyurethane shock-absorbing base e=5 cm platform_metal plates e=5 mm pneumatic cylinders for platform movement 2 m stroke

>> firewall

telescopic curtain made up of two sheets rf-180

For

Each of these air-handling

1.- Return section with gate.

2.- Return filter section.

3.- Return fan section.

4.- Recovery section.

5.- Ejecting section with gate.

6.- Air intake section with damper.

7.- Pressure pre-filter section.

8.- Cooling/heating water coil section.

9.- Impulsion air ventilation section.

10.-Impulsion filter section.

11.-Impulsion section with damper.

The e ed and tempe ed a r n the bat e ies o the a r hand ng un ts wi be d st bu ed o he d f erent enc osu es by means of the r correspond ng ne works o ow speed ducts The a r supp y to the premises wil be d s r buted by means o mul et nozz es oca ed n he h gh areas o he wa s except for he Theat e whe e the a r w l be supp ed o t h ough loo d f users ocated under each seat The retu n a r to the ai hand ing un t w l be produced by means of a se ce ng g es or he Theatre and n he rest of he bu d ng h ough gr es p aced n the fa se floor ha wi serve as a return p enum

The a renewa of he bu ld ng w l be ntroduced o the air hand ng uni s hrough the co ec ors or w nd owers provided and the d scha ge o he exhaus a r w l be carr ed out by the air galleries are also provided.

The ho /co d wa er o supp y he coo ng/hea ng co s of the p anned a r handl ng un t w l be produced n severa geotherma heat pumps wh ch w supply a common ne a rese vo each w th s own pump ng system, o he d fferent water c rcu ts tha supp y the wa e coi s o the bu d ng s a r handl ng uni s water co s These hot co d wa e d s r but on p pes from he ner ia reservoi to the a r hand ng un t w l run h dden by he building's false floors.

For he opera on o geotherma heat pumps t is necessary o cons ruc a geo herma exchanger hat carr es out the herma exchange w h the g ound necessary or he A ver ca geothe ma sys em has been se ected us ng heat exchangers cons s ng o the following main parts:

Sounding: These are the different perforations in which the heat exchanger will be located.

Filling: A correct thermal exchange between the geothermal probes and the subsoil is only possible by filling the annular space between the borehole and the probes themselves with a suitable material.

Heat transfer fluid: This is the liquid that will circulate through the probes and the geothermal circuit. It will be water with an adequate proportion of antifreeze.

STRUCTURAL EXPLODED VIEW EXHIBITION HALL

4

The trusses are supported by lattice beams, thus closing the complex.

2

3

on the IPE profiles, support some trusses that will form the façade.

1

3 IPE profiles are supported on the two smaller walls; two are embedded in the larger wall.

3 concrete wal s suppor the bu lding On 2 of hem they suppor 3 IPE prof les that to the r are embedded n the th rd wal The latter The wa has the dua funct on o serv ng as a structural support and contain ng the soi o the slope.

3

synthetic polyethylene geotextile felt 100 g/m2.1

waterproofing membrane composed of 0.5 kg/m2 of bituminous primer. 2

extruded polystyrene, expanded type iv, class 0.028, compressive strength rc>300 kpa, density>32 kg/m3, reaction to fire m1.

Aluminium clip with thermal base type kalzip the thermal base of variable thickness to form the slope.

4 white lacquered aluminium rain gutter 60 microns, 1.2 thick. 5

square hollow tube metal profile 120, steel S-275JO.6

L 60 metal profile, steel S-275JO.7

8 polyurethane foam in situ, r=40 g/cm3, e=40mm.9 steel profile 2 UPN 120 S-275JO.10

closing of sandwich panels of P.R.F.V. (glass fibre reinforced polyester), 40 mm thick, mounted on a metal substructure.

cellular glass insulation plate e=2cm.11 chipboard with a thickness of 40 mm on a metal substructure. 12 rectangular hollow tube metal profile 200 x 100, steel S-275JO. 13

IPE600 steel profile S-275JO.14 L 300 steel profile S-275JO.15

steel plate prepared to receive IPE 600 by welding.16 1,25x2 Knauf cardboard plasterboard inner lining, with acoustic insulation of semi-rigid rock wool panel. 17

Shucco skylight system aluminum carpentry with mechanized opening mechanism for ventilation. 18 thermal double glazing 3+3, 10, 3+3.19 pvc waterproofing film.20

22mm solid wood flooring type Junckers for outdoor use measures 8.00 cm x 9.00 cm, placed on adjustable metal substructure. 21

22mm solid wood type Junckers for outdoor use measures 8.00 cm x 9.00 cm. 22

substructure of adjustable metal profiles.23 composite metal beam with variable cross-section. Steel S-275JO. 24

metal board prepared to receive composite metal beam by welding. 25

IPE 200 steel profile S-275JO. Bracing between composite beams. Welded connection. 26

UPN 200 steel profile S-275JO. Bracing between composite beams. Welded connection.27

L-shaped profile steel S-275JO.28

square hollow tube metal profile 80, steel S-275JO.29

omega metal profile.30

Skylight made up o a metal structure of beams composed of variable sect on beams braced w th ipe 200 and upn 200 profi es, formal z ng the ma n skeleton The beams wil be soldered to brackets that are received at concrete armed beam.

Square tubular prof les of 80 cm are arranged on the beams, ready to rece ve a continuous surface of part cle board.

On this surface, the alum nium clips on which the Kalzip aluminium profiled sheets that give the skylight its external appearance.

Between the aluminium trays and the chipboards a layer of polyurethane foam.

jointed beam head by means of a piece

cut alloy S355JR with drill hole Ø100mm

IPE300 prof le form ng the bottom cord of the truss, with anticorrosive treatment of pass ve zinc coating and EI60 ntumescent paint.

IPE 260 prof le, which forms the top cordon of the truss.

tubu ar 100x100 vertical wall formation

150x100 for slope formation.

pa r of L shaped plates for tubular stee steel S275JR, 6 holes, we ded to the main structure Anticorrosive treatment by passivated z nc

coating and EI60 intumescent paint.

pair of die cut parts, one T shaped and the other L shaped w th a screw and nut connected by means of a drill hole.

40x90mm pine wood plank, na led to the die-cut pieces.

arge format sheets of extra flexible Finn sh birch veneer veneer factory cut using CNT techno ogy, and assembled and bent on site,

secondary prof e, KNAUF MULTIFORM V90 system for curved surfaces in false ceilings.

aminated wood beam section 250x80, curved

Surface treatment flame retardant.

aminated wood joist sect on 120x80 Surface treatment flame retardant.

anodised alum n um bracket, w th at east two holes on each side.

BETISTA tension bar (tie rod) M25, tension lim t force 183KN, w th ts corresponding anchor teeth, connecting plates and tension ng sleeves EI60 anti corros on and intumescent treatment

extruded polystyrene, expanded type iv, class 0.028, compressive strength rc>300 kpa, density >32 kg/m3, reaction to fire m1.

aluminium clip with thermal base type kalzip the thermal base of variable thickness to form the slope.

white lacquered aluminium rain gutter 60 microns, 1.2 thick.

teel profile 2 UPN 120 S-275JO.

Shucco skylight system aluminum carpentry with mechanized opening mechanism for ventilation.

waterproofing film.

composite metal beam with variable cross section. Steel S-275JO.

L-shaped profile steel S-275JO.

hollow tube metal profile 80, steel S-275JO.

MASTER FRAME OF TWO DIFFERENT VESSELS SECOND HALF OF THE 19TH CENTURY

M2

M3

M4

keel rigging table bilge tables tapes high tapesM5

M6

>> wooden vessel frame reversals

M7

M8

ribbon gallon uppermost first bond third bondM9

M10 water channelM11 sachetM12 scupperM13 first webbingM14 interior liningM15 thick inner liner planksM16 ventilation registersM17 lower deck curveM18 lower deck sleeperM19 counter-sleepingM20

>> mixed vessel

H1

H2

H3

H4

false keel or footing keel rigging table keel plate midvesselH5

H6

H7

H8

H9

M1 bulwark's ribbonH41 chainH42 gunwale's coverH43 ribbon gallonH44 steel tape strakeH45 main side tableH46 chain's boltH47 safety boltH48

gunwale_lower deckH25 bulwark's serretteH26 deck's propH27 upper deckH28 bao_upper deckH29 bao's curve_upper deckH30 diagonal plate_upper deckH31 gunwale's plateH32 gunwale_upper deckH33 scopeH34 top timbersH35 metal bulwarkH36 shaftH37 bulwark coverH38 vigotaH39 upper side tableH40

cellar's propM21 lower deck baoM22 lower deck plankM23 lower deck trunkingM24 overtransparentM25 inner lining of the interbridgeM26 upper deck curveM27 top deck sleeperM28 counter-sleepingM29 mezzanine propM30 upper deck baoM31 top deck plankM32 upper deck trunkingM33 scopeM34 streamersM35 truss coverM36 bulwark ribbonsM37 bulwarkM38 mezzanine bridgeM39 cellarM40 uppermost uppermost's scupper reverse midvessel intercostal stringer central keelH10 pana imbornaleraH11 interior liningH12 side keelH13 bilge's keelH14 bilge's plateH15 inner liner coverH16 stringerH17 cellar's merganserH18 cellar's propH19 lower deckH20 bao_lower deckH21 bao's curve_lower deckH22 diagonal plate_lower deckH23 gunwale's plate_lower deckH24

MASTER FRAME OF TWO DIFFERENT VESSELS SECOND HALF OF THE 19TH CENTURY

M2

M3

M4

keel rigging table bilge tables tapes high tapesM5

M6

>> wooden vessel frame reversals

M7

M8

ribbon gallon uppermost first bond third bondM9

M10 water channelM11 sachetM12 scupperM13 first webbingM14 interior liningM15 thick inner liner planksM16 ventilation registersM17 lower deck curveM18 lower deck sleeperM19 counter-sleepingM20

>> mixed vessel

H1

H2

H3

H4

false keel or footing keel rigging table keel plate midvesselH5

H6

H7

H8

H9

M1 bulwark's ribbonH41 chainH42 gunwale's coverH43 ribbon gallonH44 steel tape strakeH45 main side tableH46 chain's boltH47 safety boltH48

gunwale_lower deckH25 bulwark's serretteH26 deck's propH27 upper deckH28 bao_upper deckH29 bao's curve_upper deckH30 diagonal plate_upper deckH31 gunwale's plateH32 gunwale_upper deckH33 scopeH34 top timbersH35 metal bulwarkH36 shaftH37 bulwark coverH38 vigotaH39 upper side tableH40

cellar's propM21 lower deck baoM22 lower deck plankM23 lower deck trunkingM24 overtransparentM25 inner lining of the interbridgeM26 upper deck curveM27 top deck sleeperM28 counter-sleepingM29 mezzanine propM30 upper deck baoM31 top deck plankM32 upper deck trunkingM33 scopeM34 streamersM35 truss coverM36 bulwark ribbonsM37 bulwarkM38 mezzanine bridgeM39 cellarM40 uppermost uppermost's scupper reverse midvessel intercostal stringer central keelH10 pana imbornaleraH11 interior liningH12 side keelH13 bilge's keelH14 bilge's plateH15 inner liner coverH16 stringerH17 cellar's merganserH18 cellar's propH19 lower deckH20 bao_lower deckH21 bao's curve_lower deckH22 diagonal plate_lower deckH23 gunwale's plate_lower deckH24

M35

M33

M34

M28 M29

M22

MASTER FRAME OF TWO DIFFERENT VESSELS SECOND HALF OF THE 19TH CENTURY

M2

M3

M4

keel

tables tapes high tapesM5

M6

M7

M8

>> wooden vessel frame reversals

ribbon gallon uppermost

bond third bondM9

M10 water channelM11 sachetM12 scupperM13 first webbingM14 interior liningM15 thick inner liner planksM16 ventilation registersM17 lower deck curveM18 lower deck sleeperM19 counter-sleepingM20

>> mixed vessel

H1

H2

H3

H4

false keel or footing keel rigging table keel plate midvesselH5

H6

H7

H8

H9

M1 bulwark's ribbonH41 chainH42 gunwale's coverH43 ribbon gallonH44 steel tape strakeH45 main side tableH46 chain's boltH47 safety boltH48 M11

gunwale_lower deckH25 bulwark's serretteH26 deck's propH27 upper deckH28 bao_upper deckH29 bao's curve_upper deckH30 diagonal plate_upper deckH31 gunwale's plateH32 gunwale_upper deckH33 scopeH34 top timbersH35 metal bulwarkH36 shaftH37 bulwark coverH38 vigotaH39 upper side tableH40

cellar's propM21 lower deck baoM22 lower deck plankM23 lower deck trunkingM24 overtransparentM25 inner lining of the interbridgeM26 upper deck curveM27 top deck sleeperM28 counter-sleepingM29 mezzanine propM30 upper deck baoM31 top deck plankM32 upper deck trunkingM33 scopeM34 streamersM35 truss coverM36 bulwark ribbonsM37 bulwarkM38 mezzanine bridgeM39 cellarM40 uppermost uppermost's scupper reverse midvessel intercostal stringer central keelH10 pana imbornaleraH11 interior liningH12 side keelH13 bilge's keelH14 bilge's plateH15 inner liner coverH16 stringerH17 cellar's merganserH18 cellar's propH19 lower deckH20 bao_lower deckH21 bao's curve_lower deckH22 diagonal plate_lower deckH23 gunwale's plate_lower deckH24

K E D E L w w w k e d e l e d u c a t o n c o u k S m ( U K ) : 0 1 2 8 2 8 6 1 3 2 5

V E R E H F R e c y c e d p a s t c ( F o o r s ) w w w e c o r a s t e r i s S m ( A k a n e s ) 4 3 1 1 1 1 1

R E C Y C L E D P L A S T I C F A C T O R Y w w w r e c y c l e d p a s t c f s c t o r y c o m S m ( E n g e w o o d F L ) : ( 9 4 1 ) 4 7 3 1 6 1 8

R E P L A S R e c y c e d f e n c e s s a e s @ r e p a s c o m a u w w w r e p a s c o m a u S m ( N e w S o u t h W a e s ) : 0 2 8 4 4 8 3 1 8 3 1

E C O P L A S T C : R e c y c e d f e n c e s n o @ e c o p a s t c n e t w w w e c o p a s t c n e t S m ( U K ) 0 2 8 4 4 8 3 1 8 3 1

G L A S D O N R e c y c n g B n s g @ g a s d o n c o m w w w g a d o n c o m S m : + 4 4 1 2 5 3 6 0 0 4 3 5

VALLAGRUND 3 GRUNDARHVERFI, 116 REYKJAV K G R Ð N G S K P T E N D U R U N N N Ð E F N