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43
NGINEERING ITECTURE AND EN CONSTRUCTION, ARCHITECTURE AND ENGINEERING TRUCTION, ARCHI CONST Adress: Adress: Max Henríquez Ureña No.33 Telephone: Telephone: 562 562-6900 Fax: 544 6900 Fax: 544-3505 3505 Edificio KIRA, 4to. Piso E-mail: mail: [email protected] [email protected] Santo Domingo, Rep. Dom.

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  • NG

    INEE

    RIN

    GIT

    ECTU

    RE

    AN

    D E

    N

    CONSTRUCTION, ARCHITECTURE AND ENGINEERING

    TRU

    CTI

    ON

    , AR

    CH

    IC

    ON

    ST

    Adress: Adress: Max Henríquez Ureña No.33 Telephone:Telephone: 562562--6900 Fax: 5446900 Fax: 544--35053505Edificio KIRA, 4to. Piso EE--mail:mail: [email protected]@codetel.net.doSanto Domingo, Rep. Dom.

  • ESTE DOCUMENTO ES PROPIEDAD DE:“INGENIEROS CONSTRUCTORES MODERNOS”

    QUIEN TIENE TODOS LOS DERECHOS RESERVADOS DEL MISMO Y NO DEBERA SER COPIADO, FOTOCOPIADO, TRADUCIDO O REPRODUCIDO

    MEDIANTE CUALQUIER MEDIO ELECTRONICO O POR OTROS METODOSSIN EL CONSENTIMIENTO PREVIO POR ESCRITO DE LA EMPRESA

  • COMPANY INFOCOMPANY INFO

    Dirección: Dirección: Max Henríquez Ureña No.33 Teléfonos:Teléfonos: 562562--6900 fax: 5446900 fax: 544--35053505Edificio KIRA, 4to. Piso Dirección electrónica:Dirección electrónica: [email protected]@codetel.net.doSanto Domingo, Rep. Dom.

  • TABLE OF CONTENTSTABLE OF CONTENTS

    A. Corporate Profile

    B Organization ChartB. Organization Chart

    C. Professional References

    D. Projects

  • Corporate ProfileCorporate Profile

    ICM is a group of prominent architects andengineers with a visionary multidisciplinarypartnership.

    Since April of 1984 we can offer our clients acomplete range of integrated products andservices; including the design, engineering,and construction of industrial, residential andcommercial projects.

    This capacity allows us to become a moreintegral part of our client’s needs andexpectations.

    ICM stands out, because of its innovativepolicy with modern technology; offeringpractical and innovative solutions as a resultf th bi ti f th d i dfrom the combination of the design andengineering capabilities of our draftsmen andthe utilization of computer-assisted design andfabrication techniques.

    Our experience enables us to establishalliances with international firms, expandinginto new economies forming strategicinto new economies, forming strategicrelationships that will enable us to continueexploring new opportunities worldwide.

  • What We DoWhat We Do

    • Commercial

    • Consulting

    • Industrial

    • Infrastructure

    • Institutional

    • Process Engineering

    • Project Management

    • Residential

    • Services During Constructiong

    • Urban Planning

  • ORGANIZATIONAL CHARTORGANIZATIONAL CHART

    ING. FELIX ACOSTA

    ACCOUNTING STAFF ASSISTANT STAFF

    ING. NELSON CAMILOVice-President

    ING. FELIX ACOSTAPresident

    ARCH. PEDRO DAJERDirector of Architecture

    ING. NELSON CAMILODirector of Project Development

    ING. FELIX ACOSTADirector of Engineering

    ARCH. R. RODRIGUEZDirector of Architecture

    PROFESSIONALCONSULTANS

    PROJECT MANAGER

    PROFESSIONALCONSULTANS

    PROJECT MANAGER

    PROFESSIONALCONSULTANS

    PROJECT MANAGER

    PROFESSIONALCONSULTANS

    PROJECT MANAGER

    DESIGN STAFF DESIGN STAFFDESIGN STAFFDESIGN STAFF

  • PROFESSIONAL REFERENCESPROFESSIONAL REFERENCES

    As President and Director of Engineering, Acosta providedover twenty years of leadership in the administration andmanagement of a variety of building construction project

    Ing. Felix AcostaPresident

    nationwide. He has overall responsibility for corporateadministration, finance, bonding, marketing, and businessdevelopment, in addition to ultimate responsibility forcustomer satisfaction.

    Camilo has over twenty five years of practical experience inll h f t ti t h i H i ibl

    Ing. Nelson CamiloVice-President

    all phases of construction techniques. He is responsiblefor all design and engineering disciplines, in addition to thedirection of project development activities.

    As the project director he provides liaison between theowner and all personnel of ICM.

    They both have more than twenty years of architecturalArch. Rafael RodriguezAnd Pedro Dajer They both have more than twenty years of architectural

    experience in diversified Residential, Commercial andInstitutional Projects. They are responsible for architecturaldesign, space planning, programming, and the supervision ofthe architectural designers and draftsmen.

    And Pedro DajerDirectors of Architecture

    The project manager is responsible for the project estimatingIng. David CamiloProject Manager

    and scheduling, material procurement, subcontractorcoordination and to ensure project progress is consistentwith the client’s requirements.

    All personnel of drafting and design staff have ten years ofexperience in all phases of residential, commercial, andIndustrial projects including office buildings retail shopping

    Design Staff

    Industrial projects, including office buildings, retail shoppingcenters, automobile dealerships and ocean frontcondominiums and houses.

  • P R O J E C T SP R O J E C T S

    A A' B B' C D

    0.65

    m

    0.4

    5 m

    1

    .00

    m

    1 /2" @ 0.10 A /D 1/2" @ 0.10 A/D

    0.4

    5 m

    0.65

    m

    1

    .00

    m

    PLANTA DE CIMIENTOS

    15.542.844.476.102.13LC

    7.77 m ts

    [25'-6"]

    7 .77 m ts

    [25 '-6"]

    7.77 m ts

    [25 '-6"]

    7.77 m ts

    [25'-6"]

    7 .77 m ts

    [25'-6"]

    7 .77 m ts

    [25 '-6"]

    7.77 m ts

    [25 '-6"]

    7 .77 m ts

    [25'-6"]

    7 .77 m ts

    [25 '-6"]

    7.77 m ts

    [25 '-6"]

    7.77 m ts

    [25'-6"]

    7 .77 m ts

    [25'-6"]

    7 .77 m ts

    [25 '-6"]

    7.77 m ts

    [25 '-6"]

    7 .77 m ts

    [25'-6"]

    7 .77 m ts

    [25 '-6"]

    7.77 m ts

    [25 '-6"]

    7.77 m ts

    [25'-6"]

    7 .77 m ts

    [25'-6"]

    7 .77 m ts

    [25 '-6"]1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 6 17 18 19 2 0 21

    I

    J

    K

    L

    M

    N

    O

    P

    7.0

    1 m

    ts6.

    71

    mts

    6.1

    0 m

    ts6

    .10

    mts

    6.1

    0 m

    ts6

    .71

    mts

    7.01

    mts

    [23

    '-0"]

    [23

    '-0"]

    [22'

    -0"]

    [20'

    -0"]

    [20

    '-0"]

    [20'

    -0"]

    [22

    '-0"]

    45.

    74

    155.40

    [510 '-0"]

    [150

    '-0"]

    55 .89 m ts 6.55 m ts 62.80 m ts 6.55 m ts 24.81 m ts

    0.5

    0 m

    .15

    m

    0.73 m 1.07 m

    24 3/4"1/2" @ 0.20

    1.20 m

    0.65

    m

    14 3/4"

    1/2" @ 0.20

    A

    A

    B B

    1.80 m

    LOSA HORMIGONESPESOR= 0.20N.P.T.= 0.00 N.P.T.= 0.00

    ESPESOR= 0.20LOSA HO RMIGON

    LOSA HORM IGONESPESO R= 0.20N.P.T.= 10.00

    1.80 m

    .27 m

    .13 m

    [6'-0"]

    [10 1 /2"]

    [5 1/4"]

    .18 m

    .35 m

    .35 m

    .71 m

    [1 '-2"]

    [1 '-2"]

    [7"]

    [2 '-4"]

    .35

    m[6

    '-0"]

    [1'-1

    3/4

    "] [ 9

    " ]

    [1'-1

    "]

    1.8

    0 m

    PERNO DE ANCLAJE

    PERNO DE ARGOLLA

    PERNOS DE ANCLAJE

    1/2"-13 x 6"

    1 1/2"-6 x 24"(2) POR PEDESTAL

    1 1/2"-6 x 24"(4) POR PEDESTAL

    [3'-1

    3/4

    "]

    .90 m

    [3 '-0"]

    [2'-4 3 /4"] [3 '-7 1/4"]

    [6 '-0"]

    [2'-

    2"]

    [1'-8

    "][6

    "]

    .14

    m

    .28

    m

    [11

    1/4

    "]

    [5 5

    /8"]

    .35 m

    [1'-2"]

    [10"]

    [10"]

    .60

    m

    1.2

    0 m

    [2'-0

    "][4'-0

    "]

    .60m

    1.20 m

    [4 '-0"]

    [2 '-0"]

    PERNO DE ANCLAJE

    1 1/2 x 24"(3) POR PEDESTAL

    .25 m

    .25 m

    [2'-2

    "]

    [4'-0"]

    A

    A

    B

    C

    C

    DETALLE 1ESC . 1:50 ESC . 1:50

    DETALLE 2

    DETALLE 1

    DETALLE 2

    DETALLE 3

    B

    ESC . 1:25SECCION A-A SECCION B-B

    ESC . 1:25

    MEMBRANA SEAMA N

    1/4" x 1"

    BARRA RETENEDORADE ALUMINIO

    REMACHE 1/4" x 1"

    BOLSO EN TUBERIA

    TUBERIA PVC 2" DIA.

    SC HED. 80

    TORNILLO A TODA ROSCA

    5/8-11 X 24" LONGITUD

    CO NCRETO

    INSERCION ENRROSC ADA

    O CON EPOXY

    DETALLE 3SEC CION C -C

    [1'-6

    "]

    [3'-3

    "]

    [1'-

    6"]

    [2'-2

    "]

    [3'-3

    "]

    .33

    m

    .96

    m

    PERNO TENSOR

    ESC. 1:250

    N.P.T.= 25.35 m

    S=31% PRE-FABRICADODE HORMIGO NCO RREA S

    MURO DE BLOQUES 0.20

    CANALETA DE DESAG UE

    EDIFICIO NEUMATIC OEXISTENTE

    ESTRUCTURASEAM AN

    1E-1

    .228

    m

    (2 ) POR PEDESTALSOLAMENTE EN EM PALMES

    EMPALMES (10)

    ICM’s vast expertise in

    INDUSTRIAL

    1 2 3 4 5 6 7 8 ' 8 9 10 16 17 1816' 212019 2322

    4.81

    4.81

    4.81

    0.6

    00

    .60

    4.81

    6 .10 6.10 6.10 6.10 6.10 6.10

    2.20

    6.10 6.10 6.10 6.10 6.10 6.10 6.106.10 7.16

    4.96 2.20

    7.16

    4.96

    0.60

    2.50

    0.40

    4.81

    2.50

    0.40

    2.50

    0.40

    0.60

    0.60

    0.60

    1 .47

    1.47

    0.40

    0.74

    3.10

    3.10

    3.10

    3.10

    0 .74

    1.47

    0.40

    1 .47

    3.10

    N .P.T.= 0.00 m

    N.P.T.= 7.49 m

    N.P.T.= 13.06 m

    N.P.T.= 18.45 mN.P.T.= 18.45 m

    N.P.T.= 13.06 m

    N.P.T.= 5.05 m

    N.P.T.= 20.73 m

    N.P.T.= 15.71 m

    N.P.T.= 10.32 m

    N.P.T.= 5.41 m

    N.P.T.= 2.34 m

    N.P.T.= 10.32 m

    N.P.T.= 15.71 m

    N.P.T.= 20.73 m

    N.P.T.= 2.34 m

    N.P.T.= 5.41 m

    N.P.T.= 7.42 mN.P.T.= 7.42 m

    CA NA LETAS DE ASBESTO CEMENTO

    VIGASPRE-FABRICADA SVIG AS

    PRE-FABRICADAS

    CA NALETAS DE ASBESTO CEM ENTO

    VIG ASPRE-FABRICADAS

    CANALETAS DE ASBESTO CEM ENTO

    TORRE

    ESCALERA

    TORRE

    TORRE

    TORRE

    TORRE

    TORRE

    TORRE

    TORRE

    TORRE

    TORRE

    ESCALERA

    ESCALERA

    ESCALERA

    ESCALERA

    ESCALERA

    BLO QUESDE VIDRIO DE VIDRIO

    BLOQ UESDE VIDRIOBLOQ UES

    DE VIDRIOBLOQUES

    BLO QUES DE BARROVISTOS CON

    JUNTA VIOLINADA

    JUNTA VIO LINADAVISTOS CON

    BLOQUES DE BA RRO

    BLO QUES DE BARRO

    JUNTA VIOLINADAVISTOS CON

    JUNTA VIOLINADAVISTOS CON

    BLO QUES DE BARROVISTOS CON

    JUNTA VIOLINADA

    BLO QUES DE BARRO

    BLOQ UES DE HORM IGONVISTO S CON JUNTAVIOLINADA

    BLOQUES DEHORMIGONVISTO S CO N JUNTAVIOLINADA

    BLOQUES DE HORMIGON VISTO SCON JUNTA VIOLINA DA

    N.P.T.= 0.00 m

    dibujado con AUTOCADINDICADA

    DESCRIPCION

    No.REVISIO N

    A. C .SANITA RIA

    ELECTRICAESTRUCTURAPROPIETARIO

    ESCALA

    FEC HA

    DIBUJO

    ARQ UITECTO

    NOMBRE

    24" 4 ESPAC IOS A 48"= 16 '-0" 24"

    20'-0"REF.

    L.C. TORRE DE EXTREM O L.C. TORRE DE EXTREMO

    LOC ALIZACION DE PERNO S TENSO RES EN EXTREMOSSECCION 20' -0" EJES K-L, L- M, M- N

    6 LUGARES

    L.C. TO RRE DE EXTREMO L.C. TORRE DE EXTREMO

    3" 3"

    24" 24"

    REF.

    5 ESPACIOS A 43 3/16"= 18 ' -0"

    22 '-0"

    2 LUG ARESSECC IO N 22' -0" EJ ES J-K, N-O

    LOCALIZACION DE PERNOS TENSORES EN EXTREM OS

    L.C. TORRE DE EXTREMO

    L.C. TO RRE DE EXTREMO

    AREA DE CONCRETOPARA PUERTA DEL PERSONAL

    PERNO S DE ANCLAJE1/2" x 6"(6 LUGARES)

    50"

    24" 30" 30" 20"

    30"

    33"

    11'-0"

    33"

    30"

    20" 30"30" 24"

    22 '-0"

    3"

    SECCION 22 '-0" LOCALIZACION DE PERNOS TENSORES EN EXTREM OS

    LOCALIZACION PUERTA DEL PERSONAL

    1 1/2"

    24"5 ESPACIOS A 43 3 /1

    6"= 17 '-11 7 /8"36"

    6 1

    1/16

    "

    9 1

    1/16

    "

    A 75 '-0" DE L.C. DEL EDIFICIO

    C.L.

    L.C. TORRE DE EXTREM O

    SECCION 23 ' -0" EJES I-J, O-PLOCALIZACION DE PERNOS TENSORES EN EXTREMO S

    2 LUGARES COMO SE M UESTRA; 2 LUGARES OPUESTOS

    24" 6 ESPACIOS A 3 '-7"= 21 '-6"

    25 '-6"

    LOC ALIZACION DE PERNOS TENSORES EN EXTREMOS

    75'

    -0" D

    ESD

    E L.

    C. D

    EL E

    DIF

    ICIO

    3"

    L.C. TORRE DE EXTREMO L.C. TO RRE DE EXTREMO

    ppIASA

    PROM OTO RES D E PRO YECTO S DEIN G ENIERIA Y ARQ UITEC TURA S.A.

    NO A ESCALA

    LOSA HORMIGONESPESOR= 0.20N.P.T.= 0.00

    DETALLE DESC . 1:50

    DETALLE EESC . 1:50

    DETALLE FESC . 1:50

    DETALLE GESC . 1:50

    DETALLE HESC . 1:50

    ESC. 1:100

    SECCION ESTRUCTURAL TRANSVERSAL

    PATRIC IA HUERTA M.

    C. 34 53IN G. J. FERN AN DEZ

    IN G. J . FERN AND EZ

    C. 34 53

    DE ABONO FERQUIDOAMPLIACION PLANTA

    PLANO ESTRUCTURAL MEMBRANA

    2 - DIC IEMBRE- 1 99 2

    FERQUIDO

    ESTRUCTURAL

    EDIFIC IO NEUMATIC OE-1 /5

    C. 5 10 6

    ING. C ARLOS M. M ONTAS

    C. 36 08

    IN G. FELIPE MON TAS

    N.P.T.= 20.73 m

    N.P.T.= 15.71 m

    N.P.T.= 10.32 m

    N.P.T.= 7.42 m

    N.P.T.= 5.41 m

    N.P.T.= 2.34 m

    N.P.T.= 0.00 m

    N.P.T.= -0.60 m

    N.P.T.= 1.00 m

    N.P.T.= 3.16 m

    N.P.T.= 4.94 m

    N.P.T.= 0.00 m

    S= 31%

    S= 31%

    PRE-FABRICADO

    CORREA SDE HORMIGO N

    PRE-FA BRICADODE HORMIGONCO RREA S

    ANCLAJEANCLAJE

    E-12

    620

    ICM s vast expertise inthe industrial field hashelped promote ourcountry’s development.

    We use only the latesttechnology in meeting thespecific requirement foreach project.

    CLUB DEALISTADOS

    CARCEL

    BARRACAS

    NAVES INDUSTRIALES

    COMEDORALISTADOSNAVES INDUSTRIALES

    GARITA DE CONTROL

    dibujado con AUTOCAD1:100

    DESCRIPCION

    No.REVISIO N

    A. C .SANITA RIA

    ELECTRICAESTRUCTURAPROPIETARIO

    ESCALA

    FEC HA

    DIBUJO

    ARQ UITECTO

    NOMBRE

    AA'BCD

    5.2

    1

    1.15

    1.00

    0.3

    2

    2.136.1015.54

    17.3°

    4.8

    1

    7.31

    10.2

    6

    ppIASA

    PROM OTO RES D E PRO YECTO S DEIN G ENIERIA Y ARQ UITEC TURA S.A.

    ESC. 1:100ELEVACION FRONTAL

    ELEVACION LATERAL DERECHAESC. 1:100

    2A-3

    1A-3

    820

    A-33 ISOMETRICA ESQUEMATICA

    PATRIC IA HUERTA M.

    C. 3453ING. J. FERNANDEZ

    ING. J. FERNANDEZ

    C. 3453

    DE ABONO FERQUIDOAMPLIACION PLANTA

    ELEVACIONES FRONTAL Y LAT.DER.

    SEPTIEM BRE 1992

    FERQUIDO

    ARQUITECTONICO

    NAVE DE M EZCLADOA-3/8

    C. 5106

    ING. CARLOS M. MONTA S

    C. 3608

    ING. FELIPE MO NTAS

    S=31%

    S= 31%

    S= 31%

    N.P.T.= 0.00 mN.P.T.= -0.60 m

    N.P.T.= 25.35 m

    N.P.T.= 2.34 m

    N.P.T.= 5.41 m

    N.P.T.= 7.42 m

    N.P.T.= 10.32 m

    N.P.T.= 15.71 m

    N.P.T.= 20.73 m

    S= 31%

    ASBESTO CEMENTODE

    CANALETA

    ASBESTO C EM ENTODE

    CANALETA

    ASBESTO CEMENTODE

    CA NA LETA

    JUNTA VIOLINADAVISTOS CON

    BLOQ UES DE BA RRO

    BLO QUES DE BARROVISTOS CON

    JUNTA VIOLINADA

    VIOLINADAVISTOS CO N JUNTAHORMIGONBLOQUES DE

    PLATAFORMAN.P.T.= 0.00 m

    In doing so, we haveprovided time testeddesigns that withstanddecades of use.

    ACADEMIA NAVAL

    MUELLE

    NAVES INDUSTRIALES

    ESCUELA NAVAL

    CLUB DEOFICIALES

    CONTROL DEPUERTOS

    DORMITORIOSTIPO

    ALMIRANTE

    IGLESIA

    ADMINISTRACIONY CHEQUEO

    DE TALLERES BOMBEROS

    DIQUE

    COMEDORESOFICIALES

    BARRACAS

    COMEDORESALISTADOS

    GENERADORESELECTRICOS

    DEPOSITOCOMBUSTIBLE

    ENTRADA

    CONTROL

    RECEPCIONOFICIAL EJECUTIVO

    MINIMARKET

    HOSPITAL

    PARQUEOS

    CALLE DE SERVICIO

    ESTACION DEGASOLINA

    EXPLANADA

    OFICINASEJECUTIVAS(JEFATURA) DORMITORIOS

    OFICIALESSUPERIORES

    DORMITORIOS OFICIALES

    SUBALTERNOS

    GARITA DE CONTROLGARITA DE CONTROL

    GARITA DE CONTROL

    ICM is looking aheadat what’s in store forurban planning. ICMcarefully studies theproject, making sure

    URBAN PLANNING

    p oject, a g su ethat all-clients andpublic realm- are fullysatisfied.

  • P R O J E C T SP R O J E C T S

    RESIDENTIAL

    Be it a condominium ora housing development,ICM’s design fitschanging lifestyles, thuscontributing to theimprovement of overallquality of life.

    An office, a warehouse or aresort, ICM takes on diverseprojects, broadening itsexpertise and establishingdesign landmarks throughout

    COMERCIAL

    design landmarks throughoutthe island.

    Through its vast design

    INSTITUTIONAL

    Through its vast designtradition, ICM has madevaluable contributions in therealm of institutional projects;be it a hospital, a school,charity or other, we at ICMhave contributed in theimprovement of our island.

  • P R O J E C T S

    With a long list of public

    INFRASTRUCTURE

    works to our credit, we atICM have helped provide theisland with solid basis for itsgrowth.

    In the past two decades wehave designed a largenumber of bridges andhighways that have linkedg ays t at a e edremote corners of the island.

    Our transportation studieshave given way to innovativeideas further shorteningdistances, such as theapplication of advancedtechnology.

    Our participation in a varietyof projects has not onlycontributed to expandingthe economy, but tomodernizing the island andimproving the public’s heathand welfare.

    ICM’s project managementexperience allow us to effectivelyallot resources to match designobjectives, schedule andbudget

    PROJECTS MANAGEMENT

    budget.

  • P R O J E C T S

    SERVICES DURING CONSTRUCTION

    During project constructions

    P R O J E C T S

    During project constructions,ICM evaluates materials andmethods, construction costand project budget and verifiesthat the construction compliesfully with drawings andspecifications.

    ICM’s vast experience hasassisted local andinternational firms in thedevelopment of specific task,

    CONSULTING

    be it resort complex, airportfacility or infrastructureprojects.

    We have acting to successfulcompletion of project actingas consultants to otherprofessionals.

    W l ff li tWe also offer our clients abroad range of consultingservices, such asprogramming, planning, landuse planning, scheduling,cost estimates, permittingand value engineering,among others.

  • M A I N I N F OM A I N I N F O

    • Name or Trade name:C CI.C.M. Ingenieros Constructores Modernos

    •Main address:Max Henríquez Ureña No.33 Edificio KIRA, 4to. PisoSanto Domingo, República Dominicana

    • Post-office box:2013120131

    • Telephone:809-562-6900

    • Fax:809-544-3505

    • E-mail:E mail:[email protected]

    • Legal representative:Ingeniero Félix Acosta Espinosa (President)Ingeniero Nelson Camilo (Vice-President)

  • Residential PortfolioS e l e c t e d P r o j e c t

  • The Metropolitan (Formerly Condor Tower)The Metropolitan (Formerly Condor Tower)Location: Sarasota Avenue

    Santo Domingo

    0,2

    50

    3,19

    0

    0,2

    50

    2,00

    0

    0,1

    50

    2,00

    0

    0,1

    50

    2,40

    02,

    550

    0,1

    50

    2,5

    00

  • Casa Isla

    (12.40x6.00) (3.60x4.00)PISCINA GAZEBO

    Casa IslaLocation : Cumayasa

    San Pedro de Macoris

    PISCINA

    ELEVACION POSTERIOR (SIN COMEDOR) ELEVACION POSTERIOR (CON COMEDOR)

    BAÑODORM. PRINC.

    COMEDOR DIARIO

    COMEDOR FORMAL

    TERRAZA

    JACUZZY

    (3.70x6.10)

    JARDIN(1.60x160) (1.70x1.70)

    JARDIN(1.60x160)

    JARDIN(1.60x160)

    Ø3.00

    JACUZZY

    SALA PRINCIPAL

    COMEDOR DIARIO

    COCINA

    BAÑO

    (3.70x5.70)

    BAÑO

    TERRAZA

    (4.15x2.00)BAÑO

    (3.60x2.10)JARDIN

    (34.15x2.40)

    HABITACION VISITA

    (1.70x1.70)

    (8.50x8.50)

    JARDIN(1 80x1 70)

    (3.80x6.40)

    JARDIN(1.80x1.70)

    (6.00x6.00)

    JARDIN(1.60x160)

    DORMITORIO PRINCIPAL

    PISCINA

    VENTANAS

    PANELDE

    MADERA

    (3.70x4.50)

    SERVICIO

    Entrada

    ESTUDIO(4.40x4.40)

    ATRIO CENTRAL(4.00x4.65)

    (1.80x1.70)

    (4.40x3.50)MARQUESINA

    PLANTA ARQUITECTONICA SEGUNDO NIVEL ELEVACION FRONTAL

  • Orchid BayOrchid BayLocation : Bavaro

  • Urb FernandezUrb. FernandezLocation : Las Lomas

    Santiago

  • Res Las AcasiasRes. Las AcasiasLocation : Casa Campo

    Romana

  • Res. OcoaRes. OcoaLocation : Palmar de Ocoa

    San Jose de Ocoa

  • Res Barranca Res. Barranca Location : Casa de campo

    Romana

  • Res Barranca Este Res. Barranca Este Location : Casa de Campo

    Romana

  • Res RodriguezRes. RodriguezLocation : Punta Villlage

    Punta Cana

  • Res Las TrinitariasRes. Las TrinitariasLocation : Cuesta Hermosa III

    Arroyo Hondo

  • Res Las CayenasRes. Las CayenasLocation : Cuesta Hermosa

  • Res Rancho ArribaRes. Rancho ArribaLocation : Casa de Campo

    Romana

  • Res Vista del MarRes. Vista del MarLocation : Casa de Campo

    Romana

  • Res Vista del MarRes. Vista del MarLocation : Romana

    PASILLO

    WC

    WC

  • Commercial PortfolioS e l e c t e d P r o y e c t

  • SHERWIN WILLIAMSHERWIN WILLIAMLocation: Sarasota Avenue

    Santo Domingo

  • AUTOBRITANICAAUTOBRITANICALocation: John F. Kennedy Avenue

    Santo Domingo

    NORTEVERDADERO

  • Revs Performances Parts:Revs Performances Parts:Location: John F. Kennedy Avenue

    Santo Domingo

    ALMACENREPUESTOS

    TIENDA

    ENTRADA

    CAMBIODE ACEITE

    ESTACIONAMIENTOS GERENCIA COMPUTOSAUTO

    EXHIBICIONDINAMOAUTO

    EXHIBICION

    RECEPCION

  • Carib-AlicoCarib AlicoLocation: Lincoln Avenue

    Santo Domingo

  • La Despensa SupermarketLa Despensa SupermarketLocation: Duarte Avenue

    Santo Domingo

    La Despensa!

  • La Despensa SupermarketLa Despensa SupermarketLocation: Conde

    Santo Domingo

  • La Despensa SupermarketLa Despensa SupermarketLocation: Nicolas de Ovando Avenue

    Santo Domingo

  • La Despensa SupermarketLa Despensa SupermarketLocation: Duarte Avenue

    Santo Domingo

    !

  • Cuesta Nacional Center Cuesta Nacional Center Location: 27 Febrero Avenue

    Santo Domingo

  • Cuesta Nacional CenterCuesta Nacional CenterLocation: Charles de Gaulle Avenue

    Santo Domingo

  • Store of Toys JuguetonStore of Toys JuguetonLocation: 27 de febrero Avenue

    Santiago

  • Store of Toys JuguetonStore of Toys JuguetonLocation: San Vicente de Paul Avenue

    Santo Domingo

  • Mega Centro MallMega Centro MallLocation: San Vicente de Paul Avenue

    Santo Domingo

  • Cars Showroom Cars Showroom Location: Bolivar Avenue

    Santo Domingo

    LETREROPRINCIPAL

    LETREROPRINCIPAL

    LOGO

    GALERIA DELTA CENTRO SERVICIOS

    AREA DE SERVICIOS

    VOLVO