Juan Cruz Design Portfolio

Page 1

ARCHITECTURE PORTFOLIO

JUAN CRUZ SELECTED WORK 2016-2017


CONTACT INFORMATION DESIGNERJUANCRUZ@OUTLOOK.COM (619) 855-5618 LINKEDIN.COM/IN/JUAN-CRUZ-61063A139

EDUCATION NEWSCHOOL OF ARCHITECTURE AND DESIGN | 2012-2017 BACHELORS OF ARCHITECTURE SOUTHWESTERN COLLEGE | 2004-2006 MORSE HIGH SCHOOL | 2000-2004 HIGH SCHOOL DIPLOMA

EXPERIENCE HARDISTY CONSTRUCTION, SAN DIEGO. CA | 2016-PRESENT OFFICE MANAGER, SITE INSPECTOR, DESIGNER GONZALEZ PLANNING & DESIGN BUILD, SAN DIEGO. CA| 2019-PRESENT DESIGNER BUILDING WORKSHOP, SAN DIEGO. CA| 2015 DESIGNER

COMPETENCIES COMPUTER SKILLS | MAC OS, WINDOWS OS REVIT ARCHITECTURE| 3D MODELING RHINO| 3D MODELING AUTOCAD| 2D DRAFTING VRAY| RENDERING ADOBE PHOTOSHOP ADOBE ILLUSTRATOR ACROBAT INDESIGN MS OFFICE, WORD, EXCEL, POWERPOINT

OTHER PROFICIENCIES SCALE MODEL MAKING 3D PRINTING LASERCUT PRINTING PRESENTATIONS


TABLE OF CONTENT

EXTERIOR RENDERS

PAGES 4-7

INTERIOR RENDERS

PAGES 8-9

2-D DRAWINGS

PAGES 10-19

DIAGRAMS

PAGES 20-23

FABRICATIONS

PAGES 24-27


ADU ADDITION SAN MARCOS, CA REVIT, RHINO, VRAY, PHOTOSHOP

SINGLE FAMILY HOME MEXICO CITY, MX RHINO, VRAY, PHOTOSHOP


SINGLE FAMILY HOME, OAXACA, MX RHINO, VRAY, PHOTOSHOP

SINGLE FAMILY HOME OAXACA, MX RHINO, VRAY, PHOTOSHOP


TRANSIT HUB STATION|THESIS PROJECT 2017 REVIT, RHINO, VRAY, PHOTOSHOP

TRANSIT STAY|THESIS PROJECT 2017 RHINO, VRAY, PHOTOSHOP


REGENERATING CONVECTION|LOS ANGELES, CA RHINO, VRAY, PHOTOSHOP

THIANGUIS DEVELOPMENT|MEXICO CITY, MX

RHINO, VRAY, PHOTOSHOP


THE ROBLES INTERIOR PROJECT CHULA VISTA, CA|2019 REVIT, RHINO, VRAY, PHOTOSHOP

THE VEGA KITCHEN RENDER, LAS VEGAS, NV REVIT, RHINO, VRAY, PHOTOSHOP


CRUZ HOUSE LIVING ROOM-KITCHEN RENDER OAXACA, MX|2020 REGENERATING CONVECTION|LOS ANGELES, CA REVIT, RHINO, VRAY, PHOTOSHOP

ADU INTERIOR LIVINGROOM SAN MARCOS, CA REVIT, RHINO, VRAY, PHOTOSHOP


ADU ABOVE GARAGE|COVERSHEET SITE PLAN AUTOCAD 2015

13.Eaves shall be on 1-hr fire resistive construction on the underside when located between 2ft. and 5ft. from the property line for non-sprinklered buildings and between 2ft. and 3ft. from the property line for sprinklered buildings. Detached garages within 2ft of a property line may have a maximum 4 inch eave, provided the eave does not extend over the property line and is allowed by the Zoning Code.

2. All foundation plates or sills and sleepers on a concrete or masonry slab, which is in direct contact with earth, and sills that rest on concrete or masonry foundation shall be preservative treated wood (AWPA U1) and field cut ends, notches, and drilled holes shall be field treated in accordance with AWPA M4. Fasteners (other than anchor bolts) in preservative treated wood or fire retardant treated wood shall be of hot dipped zinc coated galvanized steel or stainless steel.

14.Exterior plaster (stucco) walls shall be provided with a corrosion resistant weep screed complying with Section R703.6.2.1 25% of the wall area. Exterior wall openings are unlimited when exterior walls are located = 5ft. for non-sprinklered buildings and = 3ft. for sprinklered buildings.

3. Minimum concrete strength 2,500-psi.

13.Eaves shall be on 1-hr fire resistive construction on the underside when located between 2ft. and 5ft. from the property line for non-sprinklered buildings and between 2ft. and 3ft. from the property line for sprinklered buildings. Detached garages within 2ft of a property line may have a maximum 4 inch eave, provided the eave does not extend over the property line and is allowed by the Zoning Code.

4. Exterior walls, bearing walls and braced wall panels require continuous footings. R403.1 5. 23/32” plywood required for 24” joist spacing. 6. Where interior walls are shear walls, wall framing and sheathing shall extend to the roof sheathing.

14.Exterior plaster (stucco) walls shall be provided with a corrosion resistant weep screed complying with Section R703.6.2.1

7. Footings on or adjacent to slopes shall meet the requirements of Section R403.1.7.

15.This

project shall comply with 2016 California Residential Code, which adopts the 2015 IRC, 2015 UMC, 2015 UPC and the 2014 NEC. Section R106.1.

8. Walls separating units in townhouses shall be provided with parapet in accordance with R302.2.2

SHEET INDEX

This project shall comply with all require- ments of the State permit; California Regional Water Quality Control Board, San Diego, Order No. R9-2007-001, NPDES, the City of San Diego Land Development Code, and Storm Water Standards Manual.

A-1: COVER SHEET A-2: FLOOR PLANS A-3: ROOF PLAN/ REFLECTING CEILING PLAN A-4: FOUNDATION/FRAMING PLAN A-5: ROOF FRAMING PLAN/ SECTION A A-6 : EXTERIOR ELEVATIONS A-7 : SECTION B A-8 : SECTION C

Notes below represent key minimum requirements for construction (BMP's).

1. The Contractor shall be responsible for cleanup of all silt and mud on adjacent street(s) due to construction vehicles or any other construction activity at the end of each work day or after a storm event that causes a breech in installed construction BMPs which may compromise Storm Water Quality within any street(s). 2. All stockpiles of soil and/or building mate- rials that are intended to be left for a period greater than seven calendar days are to be covered. All removable BMP devices shall be in place at the end of each working day when five day rain probability forecast exceeds 40%.

SCOPE OF WORK:

3. A concrete washout shall be provided on all projects which propose the construction of any concrete improvements which are to be poured in place on site.

This project shall comply with 2016 California Residential Code, which adopts the 2015 IRC, 2015 UMC, 2015 UPC and the 2014 NEC. Section R106.1.

4. The contractor shall restore all erosion/ sediment control devices to working order after each run-off producing rainfall or after any material breach in effectiveness. 5. All slopes that were recreated or disturbed by construction activity must be protected against erosion and sediment transport at all times.

9. Projects located in the Very High Fire Hazard Severity Zone (VHFHSZ) must also incorporate the requirements of Section R327 into the design.

New Second Floor suite addition above existing garage.

6. The storage of all construction materials and equipment must be protected against any potential release of pollutants into the environment.

10.Exterior walls of dwellings and accessory structures closer than 5ft. (non-sprinklered) / 3ft. (sprinklered) to the property line shall be 1-hr fire-resistancerated construction. 11.No openings other than approved foundation vents shall be permitted in the exterior wall of dwellings and accessory buildings where the exterior wall is less thank 3 ft. to the property line. 12.The area of exterior wall openings of non-sprinklered dwellings and accessory buildings located = 3ft. and < 5-ft. to the property line shall be limited to 25% of the wall area. Exterior wall openings are unlimited when exterior walls are located = 5ft. for non-sprinklered buildings and = 3ft. for sprinklered buildings.

500

S.F.

New Roof Deck

650

S.F.

New Back Balcony

110

S.F.

New Front Balcony

58

S.F.

Existing Residence

1,590

S.F.

Existing Garage

240

S.F.

PROJECT INFO:

410 W 30TH STREET NATIONAL CITY, CA 91950 TEL.619-855-5618 designerjuancruz@outlook.com

STORMWATER QUALITY NOTES:

1. Anchor bolts 1⁄ 2” x 10” embedded 7” and spaced maximum 6' with 0.229” x 3” x 3” plate washers, minimum 2 anchor bolts per piece, located not more than 12” or less than 7 bolt diameters from each end of the piece.

JUAN CRUZ DESIGNER

GENERAL NOTES:

LICENSE:

REVISIONS: DATE:

26'-0"

SIDEWALK 8'-0"

45'-4"

PROPERTY LINE 105'-0"

OWNER:

Michael Alba & Aida Alba

PROJECT ADDRESS:

1107 CONNECTICUT ST. IMPERIAL BEACH,CA 91932 6321010200

5'

S

12'

S

THE CITY OF IMPERIAL BEACH

20'

S

Balcony Above

DRIVEWAYS

POOL

ZONE:

R-1-6000

CONSTRUCTION TYPE:

V-N

Balcony Above

20'

LEGAL DESCRIPTION:

S

LOT 17 BLOCK 1O1

2ND FLOOR NEW ADDITION

EXISTING PATIO New 4" Sewer Line

PARCEL: 632-10

COVER SHEET

JURISDICTION:

1107 CONNECTICUT ST. REMODEL

5'

APN: SETBACKS

MAP 2853 IMPERIAL BEACH TERRACE

S

SETBACKS

MA

SCALE:

VICINITY MAP

PROPERTY LINE 105'-0"

JC

CHECKED:

HA 0000

SHEET NO:

A.1

Existing 200a Electrical Panel/ Meter

SIDEWALK

3-19-19 1/8"=1'-0"

DRAWN:

PROJECT NO.:

5'

SETBACKS

DATE:

PROPERTY LINE 60'-0"

EXISTING RESIDENCE Existing 4" Sewer Line

SETBACKS

PROPERTY LINE 60'-0"

S

S

S

1107 CONNECTICUT ST.

15'

Existing Gas Meter

TRUE NORTH

1107 CONNECTICUT ST.


ADU ABOVE GARAGE|EXISITING/NEW PLAN AUTOCAD 2015

WALL LEGEND

A

A8

SPIRAL METAL STAIRS FROM GRADE TO ROOF DECK

35'-0" 11'-6" N. 3050 S.H

3'

30" MIN

11'-6"

N. 2020 F

2' N. 3050 S.H

N. 3050 S.H

GAS DRYER

BALCONY

R

LICENSE:

20'

W/D

24"

9'

N. 3068 DR.

3'

CLOSET

2'-6"

42" HIGH CABLE RAILING

LIVING ROOM

4"

PATIO

A7

N. 2668 DR.

5'-6" (TEMP.) N.6068 SL. GL. DR.

N. 8068 SL. DR.

BEDROOM

20'

20'

42" HIGH CABLE RAILING

11'

BATH

BALCONY

12'-0"

STG SPACE UNDER STAIRS

B

3'-6"

4'-6"

N. 2668 DR. N. 2668 DR.

EXISTING GARAGE

5'-6"

9'

4"

N. 3050 S.H

B

SPIRAL METAL STAIRS FROM GRADE TO ROOF DECK

45'-4" 4'-10"

20'

A7

A5

15 STEPS @ 7.2"/10"

410 W 30TH STREET NATIONAL CITY, CA 91950 TEL.619-855-5618 designerjuancruz@outlook.com

C

A A5 15 STEPS @ 7.2"/10"

N. 2668 DR.

C A8

JUAN CRUZ DESIGNER

WALL TO REMAIN WALL TO BE REMOVED NEW WALL

42" HIGH CABLE RAILING

4'-6"

BENCH

8'

KITCHEN

NEW POST

2'

EXISTING KITCHEN

15'-6"

5'-6"

DATE:

10'

50'

REVISIONS: 15'

40'-6"

EXISTING PATIO EXISTING DINNING ROOM

GAS STOVE

20'

4'-6" 20'

EXISTING LIVING ROOM

20'

EXISTING BEDROOM2

EXISTING CLOSET EXISTING BEDROOM3

GENERAL NOTES EXISTING MASTER CLOSET

EXISTING CLOSET

EXISTING MASTER BATH

1. SHOWER CONTROL VALVES MUST BE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVES. SECTION 408.3, 2106 CPC. 2. SECTION 609.11 OF THE 2016 CALIFORNIA PLUMBING CODE REQUIRES THAT ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED. 3. EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 68 DEGREES F AT A LOCATION 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS. SHOW BASIS FOR COMPLIANCE. CRC 303.9.

45'-4"

TRUE NORTH

FIRST FLOOR PLAN

4. THE MAXIMUM LENGTH OF THE DRYER EXHAUST DUCT IS 14 FEET WITH A MAXIMUM OF TWO 90-DEGREE ELBOWS OR PROVIDE THE MANUFACTURER'S DUCT LENGTH SPECIFICATION

NEW SECOND FLOOR PLAN

5. KITCHENS REQUIRE EXHAUST FAN WITH MINIMUM 100 CFM DUCTED TO THE EXTERIOR. DETAIL COMPLIANCE BY INCLUDING A COMPLYING EXHAUST FAN OR A DUCTED RANGE HOOD TO THE EXTERIOR.

DATE: SCALE:

FLOOR PLAN

EXISTING MASTER BEDROOM

EXISTING BATHROOM

1107 CONNECTICUT ST. REMODEL

31'-0"

TRUE NORTH

3-19-19 1/4"=1'-0"

DRAWN:

JC

CHECKED:

HA

PROJECT NO.:

0000

SHEET NO:

A.2


ADU ABOVE GARAGE|ELECTRICAL PLAN/ROOF PLAN AUTOCAD 2015


FOUNDATION/FRAMING PLAN AUTOCAD 2015


FOUNDATION/FRAMING PLAN AUTOCAD 2015


ADU ABOVE GARAGE|ELEVATIONS AUTOCAD 2015


EXISTING TAKE-OFF COVER PAGE SITE PLAN REVIT 2019


EXISTING TAKE-OFF COVER PAGE EXISTING FLOOR PLAN REVIT 2019


EXISTING TAKE-OFF COVER PAGE ELEVATIONS REVIT 2019


CODE ENFORCEMENT DETAIL AUTOCAD 2015


THESIS PROJECT DIAGRAMS|2017

ILLUSTRATOR, PHOTOSHOP, REVIT, AUTOCAD, RHINO, VRAY

HUBSTAY USA 2017

THIS PROJECT FOCUSES ON THE EXPLORATION OF PROVIDING THE MODERN NOMAD A PLACE OF REFUGE DURING TRANSITIONS BETWEEN DWELLINGS. IT GIVES COMMUTERS A RESTING PLACE TO STAY FOR A LIMITED TIME. TODAY’S LIFESTYLE IS FAST-PACED AND FLUID; IT IS NO LONGER RENDERED STATIONARY BY FIXED DWELLINGS. TRANSIENT JOBS OPPORTUNITIES ARE QUICKLY REPLACING THE TRADITIONAL ONES. IN RESPONSE TO THIS GROWING TREND, THE DESIGN SOLUTION INTENDS TO PROVIDE MINIMAL SPACE TEMPORARY LIVING UNITS USING MODERN STRATEGIES AND MATERIALS.

LEVEL 1

LEVEL 2

LEVEL 3


THESIS PROJECT DIAGRAMS|2017 ILLUSTRATOR, PHOTOSHOP, RHINO, VRAY

CONNECTION: THE MODULE CONNECTS WITH THIS EXPANDABLE CUSTOM CONNECTOR.

EAST ELEVATION

MATERIAL: CARBON FIBER AND EPOXY RESIN CONBINED WITH STRUCTURAL FOAM

SOUTH ELEVATION


THESIS PROJECT DIAGRAMS|2017

ILLUSTRATOR, PHOTOSHOP, REVIT, AUTOCAD, RHINO, VRAY

OCCUPANCY

CONSTRUCTION TYPE

R-1

SHOWER

CLOSED

TYPE II

SINK/W.C. COMBO

OPEN

CLOSED

FURNITURE

OPEN

CLOSED

OPEN


THESIS PROJECT DIAGRAMS|2017 ILLUSTRATOR, PHOTOSHOP, RHINO, VRAY

PLUMBING EACH MODULE HAS A SEWER SYSTEM THAT CONNECTS TO A MAIN LINE. IT GOES IN A COLLECTION SEPTIC TANKS. THEN GETS TRANSPORTED TO THE LOCAL WASTE-WELL.

ELECTRICITY ELECTRICITY IS COLLECTED THROUGH SOLAR PANEL SYSTEM AND DISTRIBUTED TO THE EACH MODULE.


FABRICATION|2016

LASER CUT 1/16” WOOD MODEL


FABRICATION|2017 1/8” BASS WOOD MODEL


FABRICATION|2016

DESIGN VILLAGE WINNER PROJECT (TEAM OF 4)


FABRICATION|2017 3-D PRINTED THESIS MODEL


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