Ricky Martinez Portfolio

Page 1

ACADEMIC & PROFESSIONAL PORTFOLIO

RICKY
MARTINEZ

01. Maritime Museum

02. Duplex

03. Community Design

04. Magnet School

05. Hybrid Rain Panel

06. Professional Work

07. Personal Projects

CONTENTS

ACADEMIC PROJECTS

MARITIME MUSEUM OF NAVAL EXPLORATION & TRADE

LOCATED IN SEVILLE, SPAIN, THIS PROJECT’S GOAL WAS TO ANALYZE THE CITY’S HISTORY & INCORPORATE IT INTO THE MUSEUM FOR THE PUBLIC. THE SITE CHOSEN FOR THE PROJECT RETAINS PART OF THE ROMAN WALL THAT FIRST STARTED TO GET BUILT AROUND 65 BC. THE PROGRAM FOR THE MUSEUM STRENTHEN’S AN EXISTING PUBLIC SPACE, CENTERED AROUND THE HISTORICAL LANDMARK CALLED THE HISPALIS FOUNTAIN. THE MUSEUM FEATURES A COURTYARD THAT SERVES AS A “MEMORY” OF THE EXISTING BUILDING THAT WAS IN IT’S PLACE. A SEQUENCE OF SPACES IS MEANT TO BRING PEOPLE THROUGH THE OPEN PUBLIC SPACES BACK TO THE MORE HISTORICAL SPACE FEATURING THE ROMAN WALL.

Public spaces

Initial massing

Responding to geometry of site

Connection from main spaces to the remnants of the roman wall

Creating connection

Preserving & celebrating history. The courtyard for this building is based on the “memory” of the courtyard space of the existing building.

Translating exterior spaces to the exterior

Storage Vertical Circulation Circulation Public Spaces Lobby
Galleries Research

INTERLOCKING HOUSE

THE FOCUS FOR THIS STUDIO REVOLVED AROUND THE FORT WORTH NEIGHBORHOOD IN THE NORTH SIDE. NORTH SIDE FORT WORTH IS IN CLOSE PROXIMITY TO DOWNTOWN, THE STOCK YARDS AND THE FUTURE DEVELOPMENT OF PANTHER ISLAND. INTERLOCKING HOUSE WAS DESIGNED IN RESPONSE TO THE LARGE AMOUNT OF EMPTY LOTS LOCATED IN THE AREA AS WELL AS THE PROJECTED AMOUNT OF POPULATION GROWTH DUE TO THE DEVELOPMENT OF PANTHER ISLAND. THE DUPLEX TYPOLOGY IS AN EFFECTIVE WAY TO PROVIDE MORE POPULATION DENSITY WITHIN A SINGLE LOT. THE INTERLOCKING CONCEPT WAS INTENDED TO PROVIDE RESIDENTS IN BOTH UNITS VIEWS TO BOTH STREET SIDES.

NORTH SIDE

INTERLOCKING HOUSE

INTERLOCKING HOUSE

POPULATION

SIDE

YARDS,

MASSING CONCEPT DIAGRAM DIVIDING INTERLOCKING CREATING VOIDS UNIT MASSING NW 22nd Street NW 22nd Street N Houston Street N Houston Street N A B
Site Plan Figure Ground
LARGE
EMPTY LOTS
IN THE AREA
FORT WORTH - IN CLOSE PROXIMITY TO DOWNTOWN, THE STOCK YARDS, AND THE FUTURE DEVELOPMENT OF PANTHER ISLAND. INTERLOCKING HOUSE WAS DESIGNED IN RESPONSE TO THE
AMOUNT OF
LOCATED
AS WELL AS THE PROJECTED AMOUNT OF
NW 22nd Street NW 22nd Street N Houston Street N Houston Street N A B
GROWTH DUE TO THE DEVLEOPMENT OF PANTHER ISLAND. THE DUPLEX TYPOLOGY IS AN EFFECTIVE WAY TO PROVIDE MORE POPULATION DENSITY WITHIN A SINGLE LOT. THE INTERLOCKING CONCEPT FOR THIS DUPLEX WAS INTENDED TO PROVIDE RESIDENTS, IN BOTH UNITS, VIEWS TO BOTH STREET SIDES.
Site Plan Figure Ground
PROJECTED
NORTH
FORT WORTH - IN CLOSE PROXIMITY TO DOWNTOWN, THE STOCK
AND THE FUTURE DEVELOPMENT OF PANTHER ISLAND. INTERLOCKING HOUSE WAS DESIGNED IN RESPONSE TO THE LARGE AMOUNT OF EMPTY LOTS LOCATED IN THE AREA AS WELL AS THE
AMOUNT OF
DEVLEOPMENT
DUPLEX
AN EFFECTIVE WAY TO PROVIDE MORE POPULATION
LOT.
INTERLOCK-
CONCEPT FOR
DUPLEX
PROVIDE RESIDENTS,
UNITS, VIEWS TO
STREET
POPULATION GROWTH DUE TO THE
OF PANTHER ISLAND. THE
TYPOLOGY IS
DENSITY WITHIN A SINGLE
THE
ING
THIS
WAS INTENDED TO
IN BOTH
BOTH
SIDES.

Figure Ground

STANDING SEAM METAL PANEL

STANDING SEAM METAL PANEL

Site Plan

BRUSHED ALUMINUM

BRUSHED ALUMINUM WOOD SIDING

WOOD SIDING

CLOSET CLOSET CLOSET CLOSET BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM READING SPACE READING SPACE BALCONY MASTER BATH MASTER BATH PANTRY LAUNDRY LAUNDRY LIVING DINING KITCHEN LIVING DINING N A B a b c A
B
CLOSET CLOSET CLOSET CLOSET BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM READING SPACE READING SPACE BALCONY MASTER BATH MASTER BATH PANTRY LAUNDRY LAUNDRY LIVING DINING KITCHEN LIVING DINING N A B a b c A B
Site
Plan Figure Ground

b

Section c

c

Section a

Section a

Section Section

NORTHSIDE COMMUNITY

THIS COMMUNITY PLANNING PROJECT IS LOCATED IN NORTHSIDE FORT WORTH. IN RESEARCHING & GATHERING INFORMATION ON THE SITE IT BECAME APPARENT THAT THIS AREA HAD A HIGH NUMBER OF VACANT LOTS, LITTERING & HIGH POPULATION PER HOUSEHOULD. THE OBJECTIVE FOR THIS PROJECT WAS TO PROVIDE A SOLUTION TO THESE PROBLEMS & CHARACTERISTICS & CREATE A COMMUNITY GENERATED THE DESIRE IN PEOPLE TO CARE ABOUT THEIR COMMUNITY. NEW HOUSING, COMMERCIAL OPPORTUNITIES & RECREATION ACTIVITIES WERE ALL PART OF THIS PLANNING PROJECT.

MATERIALS:

THE AVERAGE HOME IN THIS NEIGHBOORHOOD WAS MADE UP OF DIFFERENT MATERIALS, SHOWING THAT THE OWNERS HAD ADDED ON TO THEIR HOMES AFTER THEY BOUGHT IT TO MAKE ROOM FOR MORE PEOPLE.

CARPORTS:

MANY HOUSES HAD CARPORTS THAT WERE ADDED ON TO THE ORIGINAL DESIGN OF THE HOME.

YARD SALES:

MANY HOUSES SET UP YARD SALES AS A WAY TO MAKE EXTRA MONEY.

CARPORTS:

THERE WERE A NUMBER OF DIY CARPORTS MADE FROM LOW-COST MATERIALS.

LITTERING:

THE CREEK WAS LITTERED WITH TRASH THROUGHOUT THE SITE

EMPTY LOTS:

THE SITE HAD AN ABUNDANCE OF EMPTY LOTS, MAKING THEM SUSCEPTIBLE TO LITTERING.

Existing Conditions

SCHOOLS:

SITE IS LOCATED BETWEEN 3 SCHOOLS, AN ELEMENTARY SHCOOL, MIDDLE SCHOOL & HIGH SCHOOL.

CHURCHES:

THERE ARE 5 CHURCHES IN THIS AREA, THEY ADD TO THE COMMUNITY/GATHERING SPACES OF THE NEIGHBOORHOOD.

COMMECIAL BUILDINGS:

SEVERAL LOCAL RESTAURANTS & BUSINESSES RUN ALONG THE 28TH STREET, THE MAIN STREET OF THE NEIGHBORHOOD. DRIVIING THROUGH THE NEIGHBORHOOD, A NUMBER OF HOUSES CAN BE SEEN SETTING UP YARD & GARAGE SALES. SOME ALSO HAD SMALL BUSINESSES RUNNING OUT OF THEIR HOMES.

RECREATION CENTER

THE RECREATION CENTER IS POPULAR AMONG KIDS FOR AFTER SCHOOL ACTIVITIES.

EMPTY / VACANT LOTS

STREET ADDITION PROPOSAL

CREATING NEW LOTS

EXISTING RESIDENTIAL BUILDINGS:

MOST OF THE HOUSES IN THIS AREA ARE MULTI-GENERATIONAL HOUSES, THIS IS WHY SO MANY HOUSES HAVE BEEN MODIFIED & ADDED ON TO WHAT WAS ORIGINALLY BUILT.

TREES:

THERE IS A LARGE AMOUNT OF TREE GROWTH ALONG THE CREEK THAT HAS BEEN ABUSED BY RESIDENTS AND USED AS A DUMPING GROUND FOR TRASH.

EXISTING NEIGHBORHOOD

INFILLING EMPTY LOTS

To supplement recreatiional activies, a viewing deck situated at the center of the neighborhood would provide a resting point for canoes & bicycle tricyclists & a community space for the neighborhood.

Trash Collection

Due to the high volume of littering in the area, a trash collector is proposed for the creek to ensure a healthy neighborhood. It would also provide new job opportunities for the area.

A canoe rental station located near the 28th street would help drive people into their community as well as implement more job opportunities.

New Businesses

Adding in these new amenities to the neighborhood would help bring in more businesses to the area, expanding the local economy.

Canoe Rental Viewing Deck Commercial Homes Expansion Homes

Water Tricycle Dock

Adds amenities to the community, each tricycle dock is situated near a school that would lend the opportunity for kids to commute home after school.

Tricycle Dock 2

The standard plan for this model is a 2 bedroom foor plan, proper foundation laid out at the front of the home allows for future commercial expansion. Residents would be able to open up their own home business or rent their space out to other local businesses

Modular wall panel, door & windows are kept at the same size to allow for easy removal of window & replacing it with a door for future expansion necessities.

Typical foor plan

Potential frst foor expansion

Potential second foor expansion

The expansion home is modeled with the use of a modular prefabricated wall panel. By reducing labor costs, homes become more afordable. The modularity allows buyers to add on to their homes in the future if necessary. The skylight is sized to allow for easy removal & addition of stairs if necessary.

Commercial Home Model
Expansion Home Model

HYBRID RAIN PANEL

THIS RESEARCH BASED DESIGN WAS FOCUSED AROUND THE ISSUE OF THE GROWING AMOUNT OF CONSTRUCTION, THE IMPERMEABLE SURFACES THAT CONSEQUENTLY COME WITH IT AND THE EFFECTS THEY ARE HAVING. STORM WATER RUNOFF AND POLLUTION ARE CAUSES FOR CONCERN. TURNING A PASSIVE DESIGN STRATEGY INTO AN ACTIVE DESIGN STRATEGY, TO HELP COMBAT THE EFFECTS OF THE IMPERMEABILITY OF SURFACES, WAS THE DRIVING FACTOR OF THIS DESIGN.

The Hybrid Rain Panel is a system that depends on the diferent functions of each layer. The main focus of the panel is the functionality of it, therefore the sieze and shape can vary as long as the parameters are met. Absorbing light rain, capturing the average rain and then slowly released without exceeding the extreme rainfall in the Dallas area. As the shape changes, the location of the panels can also be adjusted. The panel can also be modifed or “evolve” so that it becomes it’s own structure and be installed in various locations; not exclusively on roofs.

Problem

The basic function of any roof is to ofer protection from the elements for people and their possessions. A roof’s primary purpose is to shelter people from water. The current design method is to use an impermeable material to remove the water from both the building and the site as fast as possible to a man-made storm water management system that leads to the nearest natural waterway. The release of this accumulated water to the Trinity River increases water levels and discharge velocity. As architectural designers, it is our responsibility to investigate sustainable alternative systems outside the current construction norms. The aim of this research is to explore porous materials as a roofng layer so that we may learn ways in which to make a desirable alternative for architects and builders in terms of performance and economy.

Hypothesis

Through layering of materials and design of surface form, we can:

1. Create a new roofng system that uses both permeable and impermeable materials to collect and temporarilty retain rain water without causing leaks.

2. Reduce the discharge fow rate of water of of roofs of various slopes.

3. Design a new roof system that meets construction standards of the existing systems.

Question

Can a new roofng system that uses porous materials and geometric forms reduce water discharge veolocity from low slope roofs of Dallas Light Industrial buidligns and remain in the economic & performance ranges of existing roof systems, including thermal, weight and construction costs?

With a close proximity to the Trinity River and a high concentration of Light Industrial buildings, the focus of the research was made in the area along Irving Boulevard. Only an overall impermeable cover of 10% is required for the negativ efects of runof to occur. These negative efects include fooding and water pollution (US EPA). With a total land area of 12.48 SQ. km., the area consists of 22% impermeable roof surface alone (12.6% light industrial, 9.4% commercial) in addition to 7.9% impermeable surface pavement.

Efects of Runof

The World’s opulation is expected to increase by 2 billion people in the next 30 years. Currently at 7.7 billion, expection to reach 9.7 billion by 2050 (The UN, 2019). The DFW Metroplex was number one in the “Top 10 Metropolitan Areas in Numeric Growth”, increasing it’s popluation by 1.8%(121,767( from June 2017 to June 2018 (US Census Bureau). With the increase in population comes an increase in urbanization which results in a severe alteration at the surface, as natural vegetation and permeable ground is removed and replaced by man-made impermeable surfaces. Urban areas generate more than 5 times more runof than a woodland area of the same size (US EPA). As architecture continues to push for a more dense urban design, the area of roof cover will also increase. Such areas will increasingly rely on storm drains to carry large amounts of runof from rofs and paved areas to nearby waterways.

Storm Water Runof Path

Rain Capacity

Considering the amount of rainfall in the Dallas area, there are three water capacities to the panel. Understanding that there is a fuctuation in precipitation throughout the year, the panel must be able to hold the diferent amounts of rain for any given time of the year.

Absorbent material captures up to 1.27 cm of rain

Water begins to collect on top of absorbent material.

Evaporative Duration

The Absorbent layer would hold the amount of water during light to average rainfall but should evaporate the majority of the rain within 24 hours.

Light
average rainfall Maximum Heavy Rainfall
Water
industrial
Best
material
release water. Water
underneath material
a brown coloring.
wet,
reduce any water fow rate. Water
material
wet
slowly releases it.
wet,
material
good consistency;
to dry.
Denim PET Cellulose Wood
Permeability
Light Weight
to
is slowly released into the secondary absorbent material Malleable Pervious Concrete Best to mold at beginning, not when set. Very permeable. Too heavy to be placed on a light
roof
absorbent
but it does not
travels
and gains
Once
it does not
collects above the
until it is completely
then
Once
the
is not a
takes days
Sodium Polyacrylate
Pulp Cost
Absorben-
Drainage Results

Assembly

Through research & computer-aided design and programming to determin an efcient form that would reduce fow rate and create channels for the water to evacuate of the surface to the drainage system. Researched precedents will allow us to understand the functionality of each part of the system includeing the impermeable layers.

1. Solar Panel

In order to accomodate for those that want to use both solar energy & reduce the water rate, the possible addition of solar panels would be avialable.

2. Mesh

This layer prevents clogging within the panels from any debris.

3. Grid

The grid serves multiple purposes - structure for the solar panels to be placed at the most efcient angles as well as structural stability for any anticipated roof maintance.

4. Absorbent Material

The main goal of reducing rate of water coming of the buildings is done through the sloped PET, which both slowly absorbs & drains the water.

5. Secondary Absorbent Material

THis secondary layer is introduced to further reduce the rate of water being released of the building. Using the same material; PET is made up of recycled plastic.

6. Panel Walls

These walls enclose the water coming out of the absorbent material and through small perforations, the water is the released onto the roof at a reduced rate to prevent fooding.

Rain FLow 75% Reductiion

The fnal results of the prototype concluded that the rain fow rate was reduced by 75%. This will reduce fash fooding in the light industrial areas of Dallas, Texas

Attaching solar panels to the top of the panels to maximize the surface of the panel.

PET material reduced water fow rate, it allowed a signifcant amount of puddling to occur before letting water through.

RoofAttachment

Similar to solar panels, the Hybrid Rain Panel will be attached to the roof through a railing system.

To capture the maximum storage capacity of the panel, the grid gives an efcient way of retaining the water before draining.

The PET Material was split along one axis of the grid and sloped enough to become parallel to the ground level.

The Hybrid Rain Panel provides solar panels to produce some energy to the building, while reducing the water rate to a reasonable fow rate during the rainy season, thus reducing fash fooding in the adjacent areas.

Anchor attached to roofng system

Rail System Snap-on, panel-attached end piece. L-Shaped bracked
Energy
Anchor attached to roofng system
Absorption Storage Hybrid Rain
Rail System Snap-on, panel-attached end piece L-shaped bracket
PROFESSIONAL WORK

Drawings & renderings created as part of a concept development presentation for a new school restroom design to be implemented across 5 schools in San Diego. C O N C E P

T D E V E L O P M E N T ø5 ' -0" 88 16 1 8 6 0 M N C L R 51 1 / 4 6 0 M I N 51 1 / 4 6 0 M I N 6 0 M N C L R 1 8 16 60" M N CLR 12 M N CLR 24 M N CLR 24 M N C R 10 M N CLR 60 M N CLR 1 - 6 ø5 -0 " 60 21 0 06 27 1 18 91 0 87 1 / 2 1 18 1 04 " 94 87 5 / 8

DESIGN DEVELOPMENT

Renderings were made using Rhino & Lumion for a client meeting. Site was modeled in Rhino using the Landscape team’s CAD fles.

Drawings & renderings created as part of a concept development presentation for a new school restroom design to be implemented across 5 schools in San Diego. C O N S T R U C T I O N D O C U M E N T S

2 N

CONSTRUCTION DOCUMENTS

8 10 J K A521 A521 A411 A411 A412 7 5 A411 5 A4 2 8 A41 6 A602 A602 FIRE LANE LIMITS EXTENTS OF PROPOSED FUTURE EXPANSION 60 6 A412 12 RAMP 30 -0 LANDING -0 RAMP 30 LANDING RAMP LANDING -0 RAMP 30 -0 LANDING -0 RAMP 30 -0 LANDING -0 11 5/8 10 3/8 10 10 -0 10 -0 -0 10 10 -0 10 -0 10 10 -0 10 -0 10 -0 10 -0 10 10 -0 10 -0 -0 10 10 -0 10 -0 10 10 10 3/8 0' 10" 88' 101' 1/ A412 3 A412 - SECURITY FENCE GROUND LEVEL 407 - 86 - SECURITY FENCE RETAINING WALL EDGE OF NEW BUILDING 1:12 RAMP DN 1:12 RAMP DN 1:12 RAMP DN 1:12 RAMP DN 1:12 RAMP DN EDGE OF EXISTING BUILDING A412 6 86 11-11 /161/2 10 110100 100 7 A IGN 8 8" START AT GRIDLINE 4 XA636 7 A517 12 A602 G H -0 0" 8 10"8 10" 10" 10" 10" 88' 411 412 413 414 415 416 417 418 419 420 421 421 420 419 418 417 416 415 414 413 412 411 410 409 408 407 EXPANS I ONFD FD FD FD 1-0 CONC RB EXISTING TO REMAIN EXISTING FF 102LOPE DNNO STEEPER HAN 2 DS DS DS DS DS DS DS DS DS DS DS DG002 LEVEL 000 8 -0" 8 10 A412 214 88ELEV PIT 81' -0" -0 -0 20 10-38 FENCE A412REF. EXTERIOR ELEVATIONS FOR BUILDING FACADE 2T.O. MASONRY T.O. MASONRY 10 0" T.O. MASONRY 10 8" T.O. MASONRY T.O. MASONRY 10 T.O. MASONRY 111' 2LEVEL 100 100' -0" LEVEL 000 -0" 8 10 A412 A602 5 A602 CR1 CL1 DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT SECURITY FENCE SECURITY FENCE BEYOND 1 20 A412 GUTTER GUTTER GUTTER GUTTER SECURITY FENCE GATE DOWNSPOUT218 26 0" 8" 8' T.O. RETAINING WALL AT FENCE T.O. RETAINING WALL AT FENCE T.O. RETAINING WALL AT FENCE T.O. RETAINING WALL AT FENCE T.O. RETAINING WALL AT FENCE T.O. RETAINING WALL AT FENCE 0" 101' T.O. RETAINING WALL AT FENCE T.O. RETAINING WALL AT FENCE DOWNSPOUT 10" 26 1 8 10 J A521 A521 A411 A411 A412 A602 A602 A602 -0 -0 A412 3 A412 STANDING SEAM METAL ROOF OVER STRUCTURAL STEEL DECK EDGE OF NEW BUILDING SECURITY FENCE EDGE OF EXISTING BUILDING SECURITY FENCE A412 GUTTER GUTTER GUTTER SLOPE DN SLOPE DN SLOPE DN SLOPE DN SLOPE DN SLOPEDN G H A1 A A Sheet Numbe Sheet tle .Desc Ass at All reproduction & intellectual property rights res P e 100 Glass Street Suite 201 Dallas, Texas 75207 C St uctu al En nee n ect ess nal Seals Ke Plan Original 48 36. Do not scale contents of this MEPCE 2928 Story Road West Las Colinas, Texas 75038 MEP En nee n & Su ess LEC 0 0-1 -11 8 8 PM JAIL TO COURTHOUSE CONNECTION A KAU MAN COUNTY JUSTICE CENTER KAU MAN COUNTY 0.0 00 .00 100 N. ash n n St. Kau man, T 1 1/8" 1'-0" 1 JAIL TO COURTHOUSE CONNECTION 1/8" 1'-0" BUILDING SECTION -INMATE ALK AYACING EAST 1 N th Ha St eet Su te 0, LB 8 Dallas, T 01 USA 1 1 0 000 1 1 Hellmuth, Obata & Kassabaum, 1/8" 1'-0" SOUTH ELEVATION -INMATE ALK AY LEVEL 000 1/8" 1'-0" 8 NORTH ELEVATION -INMATE ALK AY LEVEL 100 1/8" = 1'-0" EST ELEVATION -INMATE ALK AY 1/8" 1'-0" ELEVATION -CONNECTOR EAST 1/8" = 1'-0" JAIL TO COURTHOUSE CONNECTION -ROO PLAN 100 DESIGN DEVELOPMENT08CONSTRUCTION DOCUMENTS10-1 CONSTRUCTION DOCUMENTS11CONSTRUCTION DOCUMENTS1 12/11/2020
other projects
our structural team
feedback
the project architect.
Details for this walkway were created by referencing similar details from
as well as with coordination with
&
& support from

CONSTRUCTION

T.O. RETAINING WALL AT FENCE A411 DOWNSPOUT ROOF DECK G90 TALL STANDING FIXTURE GRADE BEAM, RE: STRUCTURAL CONCRETE WALKWAY BASEPLATE AND ANCHOR BOLTS FOR POST STRUCTURAL SLAB AND TURNDOWNS CHAINLINE FENCE BETWEEN COLUMNS 111' 15 DEEP CHANNEL 15 DEEP CHANNEL EMBED PLATE FOR TUBE T.O. MASONRY PRE HIGH EVE CAP A602 GRADE BEAM, RE: STRUCTURAL CONCRETE WALKWAY CMU DEEP CHANNEL 8X4 TUBE ROOF DECK G90 COATING 15 DEEP CHANNEL EMBED PLATE FOR TUBE GUTTER DOWNSPOUT TALL STANDING MTL ROOF T.O. MASONRY LOW T.O. MASONRY HIGH T.O. RETAINING WALL0" T.O. CURB 407 - CIVIL 3 0" 10 A412 BETWEEN 3X3 STEEL ANGLE TALL STANDING SEAM METAL ROOF METAL CLOSURE PRE HIGH EVE CAP TALL STANDING MTL. 20 A626 TALL STANDING SEAM METAL ROOF 3 TALL STANDING SEAM METAL ROOF. STRUCTURAL DECK EAVE PLATE .Desc All reproduction intellectual property rights reserved Dallas, Texas 75207 & St uctu En nee n Original 48 36. Do not scale contents this drawing. Las Colinas, Texas 75038 MEP En nee & Su ess JAIL TO COURTHOUSE CONNECTION A 1 KAU MAN COUNTY JUSTICE CENTER KAU MAN COUNTY 0.0 00 .00 100 N. ash n n St. Kau man, T 1 1 N th Ha St eet Su te 8 0, LB 8 Dallas, 01 USA 0 000 0 Hellmuth, Obata & Kassabaum, Inc. SOUTH ELEVATION -INMATE ALK AYSECTION ALK AY AT GROUND LEVEL SECTION ALK AY AT LEVEL 100 1/ = 1'-0" SECTION -INMATE ALK AY LEADING TO MAIN BUILDING SECTION -INMATE ALK AY AT LEVEL 100 NORTH ELEVATION ALK AY INTO MAIN BUILDING SECTION DETAIL -INMATE ALK AY SECURITY ENCE SECTION DETAIL -INMATE ALK AY CMU SECTION DETAIL -HIGH ROO TO LO ROO AT INMATE ALK AY 1/8" 1'-0" CEILING PLAN -INMATE ALK AY SECTION -INMATE ALK AY -ROO CMU 100 DESIGN DEVELOPMENT08CONSTRUCTION DOCUMENTS10-1 CONSTRUCTION DOCUMENTS11CONSTRUCTION DOCUMENTS1 12/11/2020 T.O. RETAINING WALL AT FENCE LEVEL 100 100' -0" LEVEL 000 -0" A411 ELEV PIT 81' -0" GRADE BEAM, RE: STRUCTURAL GUARD RAIL CHAINLINK FENCE BETWEEN COLUMNS CONCRETE WALKWAY COLUMNS, REF: STRUCTURAL BASEPLATE AND ANCHOR BOLTS FOR POST EMBED PLATE FOR TUBE GUTTER DOWNSPOUT DECK G90 COATING 8X4 TUBE G H0 V A R E -0 DRIP EDGE 1/2 CHAMFERED EDGES AT TOP OF CONCRETE, TYP. DEEP CHANNEL PRE-FINISHED HIGH EVE CAP TALL STANDING MTL ROOF LIGHT FIXTURE GRADE BEAM, RE: STRUCTURAL CONCRETE WALKWAY AND ANCHOR BOLTS FOR STRUCTURAL SLAB AND TURNDOWNS FENCE BETWEEN COLUMNS 111' DEEP CHANNEL DEEP PLATE FOR TUBE T.O. MASONRY PRE HIGH EVE CAP LEVEL 100 100' -0" LEVEL 000 -0" 4 A602 ELEV PIT 81' -0" GRADE BEAM, RE: STRUCTURAL CONCRETE WALKWAY 12 CMU 15 DEEP CHANNEL 8X4 TUBE ROOF DECK COATING 15 DEEP EMBED PLATE FOR TUBE GUTTER DOWNSPOUT TALL STANDING MTL T.O. MASONRY LOW T.O. MASONRY HIGH 1' T.O. RETAINING WALLT.O. CURB 407 - CIVIL 3 10 A412 BETWEEN 3X3 STEEL ANGLE TALL STANDING SEAM METAL ROOF METAL CLOSURE PRE HIGH EVE CAP A626 TALL SEAM METAL ROOF 3 TALL STANDING SEAM METAL ROOF. EAVE PLATE .Desc All intellectual rights reserved © Dallas, Texas 75207 C uctu En nee Original 36. Do not scale contents this drawing. Las Colinas, Texas 75038 MEP En nee Su ess 0 0-1 -11 8 PM JAIL TO COURTHOUSE CONNECTION A KAU MAN COUNTY JUSTICE CENTER KAU MAN COUNTY 0.0 00 .00 100 N. ash n St. Kau N th Ha St eet Su te 0, LB Dallas, T 01 USA 1 000 1 00 Hellmuth, Obata & Kassabaum, Inc. SOUTH ELEVATION -INMATE ALK AY 1'-0" SECTION ALK AY AT GROUND LEVEL SECTION ALK AY AT LEVEL 100 1/ 1'-0" SECTION -INMATE ALK AY LEADING TO MAIN BUILDING SECTION -INMATE ALK AY AT LEVEL 100 NORTH ELEVATION - ALK AY INTO MAIN BUILDING SECTION DETAIL -INMATE ALK AY SECURITY ENCE 1'-0" DETAIL -INMATE ALK AY CMU SECTION DETAIL -HIGH ROO TO LO ROO AT INMATE ALK AY 1/8" 1'-0" CEILING PLAN ALK AY -INMATE ALK AY -ROO CMU DESIGN DEVELOPMENT08CONSTRUCTION CONSTRUCTION CONSTRUCTION DOCUMENTS1 -1112/11/2020 DOWNSPOUT LEVEL 100 100' -0" LEVEL 000 -0" 3 A411 ELEV PIT 81' -0" GRADE BEAM, RE: STRUCTURAL GUARD RAIL CHAINLINK FENCE BETWEEN COLUMNS CONCRETE WALKWAY COLUMNS, REF: STRUCTURAL BASEPLATE AND ANCHOR BOLTS FOR POST EMBED PLATE FOR TUBE GUTTER DOWNSPOUT ROOF DECK G90 COATING 8X4 TUBE G H0 V A R E DRIP EDGE 1/2 CHAMFERED EDGES AT TOP OF CONCRETE, TYP. 0" 15 DEEP CHANNEL PRE-FINISHED EVE CAP TALL STANDING MTL ROOF LIGHT FIXTURE LEVEL 100 100' -0" LEVEL 000 8 -0" ELEV PIT 81' -0" GRADE BEAM, RE: STRUCTURAL CONCRETE WALKWAY ROOF DECK G90 COATING BASEPLATE AND ANCHOR BOLTS FOR POST STRUCTURAL SLAB AND TURNDOWNS CHAINLINE FENCE BETWEEN COLUMNS GUTTER DOWNSPOUT 101' 111' 15 DEEP CHANNEL 15 DEEP CHANNEL EMBED PLATE FOR TUBE T.O. MASONRY PRE-FINISHED EVE CAP LEVEL 100 100' -0" LEVEL 000 -0" A602 ELEV PIT 81' -0" GRADE BEAM, RE: STRUCTURAL CONCRETE WALKWAY 12 CMU 15 DEEP CHANNEL 8X4 TUBE ROOF DECK G90 COATING 15 DEEP CHANNEL EMBED PLATE FOR TUBE GUTTER DOWNSPOUT TALL STANDING MTL ROOF T.O. MASONRY LOW T.O. MASONRY HIGH T.O. RETAINING WALL0" T.O. CURB 407 - CIVIL 3 0" A412 LEVEL 100 100' -0" LEVEL 000 -0" A411 ELEV PIT 81' -0" GRADE BEAM, RE: STRUCTURAL CHAINLINE FENCE BETWEEN COLUMNS SLAB VOID STRUCTURAL SLAB AND TURNDOWNS COLUMNS REF: STRUCTURAL TUBE BASEPLATE AND ANCHOR BOLTS FOR POST ROOF DECK G90 COATING 3X3 STEEL ANGLE A412 A412 METAL CLOSURE PRE-FINISHED HIGH EVE CAP-0 15 DEEP CHANNEL GUTTER TALL STANDING MTL. ROOF TALL STANDING SEAM METAL ROOF H LINK TOP RAIL BOTTOM RAIL CONT. CLOSURE CLIP STRUCTURAL DECK 2X6 TREATED WOOD INFILL PANEL LEVEL 100 100' -0" EAVE PLATE Sheet Numbe Sheet tle N .Desc Ass All reproduction intellectual property rights res e a 100 Glass Street Dallas, Texas 75207 & St uctu al nee ect ess nal Seals Ke Plan Original 48 36. Do not scale contents this 2928 Story Road West Las Colinas, Texas 75038 En nee n & Su ess LEC JAIL TO COURTHOUSE CONNECTION A KAU MAN COUNTY JUSTICE CENTER KAU MAN COUNTY 0.0 00 .00 100 N. ash n n St. Kau man, T 1 N th Ha St eet Su te 8 0, LB 8 Dallas, 01 USA 1 0 000 1 Hellmuth, Obata & Kassabaum, SOUTH ELEVATION -INMATE ALK AY 1/ = 1'-0" SECTION ALK AY AT GROUND LEVEL 1'-0" 1 SECTION - ALK AY AT LEVEL 100 1/ 1'-0" SECTION -INMATE ALK AY LEADING TO MAIN BUILDING 1/ 1'-0" SECTION -INMATE ALK AY AT LEVEL 100 NORTH ELEVATION ALK AY INTO MAIN 1/ 1'-0" SECTION DETAIL -INMATE ALK AY SECURITY ENCE SECTION DETAIL -INMATE ALK AY CMU SECTION DETAIL -HIGH ROO TO LO ROO AT INMATE ALK AY 1/8" 1'-0" CEILING PLAN -INMATE ALK AY SECTION -INMATE ALK AY -ROO CMU 100 DESIGN DEVELOPMENT08CONSTRUCTION DOCUMENTS10-1 CONSTRUCTION DOCUMENTS11CONSTRUCTION DOCUMENTS1 12/11/2020 LEVEL 100 100' -0" LEVEL 000 -0" A412 GUTTER 101' EXPANSION JOINT T.O. RETAINING WALL AT FENCE T.O. RETAINING WALL AT FENCE DOWNSPOUT DOWNSPOUT DOWNSPOUT LEVEL 100 100' -0" LEVEL 000 -0" 3 A411 ELEV PIT 81' -0" GRADE BEAM, RE: STRUCTURAL GUARD RAIL CHAINLINK FENCE BETWEEN COLUMNS CONCRETE WALKWAY COLUMNS, REF: STRUCTURAL BASEPLATE AND ANCHOR BOLTS FOR POST EMBED PLATE FOR TUBE GUTTER DOWNSPOUT ROOF DECK G90 COATING 8X4 TUBE G H 3V A R E S DRIP EDGE 1/2 CHAMFERED EDGES AT TOP OF CONCRETE, TYP. 0" 15 DEEP CHANNEL PRE-FINISHED HIGH EVE CAP TALL STANDING MTL ROOF LIGHT FIXTURE LEVEL 100 100' -0" LEVEL 000 -0" ELEV PIT 81' -0" GRADE BEAM, RE: STRUCTURAL CONCRETE WALKWAY ROOF DECK G90 COATING BASEPLATE AND ANCHOR BOLTS FOR POST STRUCTURAL SLAB AND TURNDOWNS CHAINLINE FENCE BETWEEN COLUMNS GUTTER DOWNSPOUT 101' 111' TALL STANDING MTL. ROOF 15 DEEP CHANNEL 15 DEEP CHANNEL EMBED PLATE FOR TUBE T.O. MASONRY PRE-FINISHED HIGH EVE CAP LEVEL 100 100' -0" LEVEL 000 -0" 8 A602 ELEV PIT 81' -0" GRADE BEAM, RE: STRUCTURAL CONCRETE WALKWAY CMU DEEP CHANNEL 8X4 TUBE ROOF DECK G90 COATING 15 DEEP CHANNEL EMBED PLATE FOR TUBE GUTTER DOWNSPOUT TALL STANDING MTL ROOF T.O. MASONRY LOW T.O. MASONRY HIGH T.O. RETAINING WALL0" T.O. CURB 407 - CIVIL 0" 10 A412 LEVEL 100 100' -0" LEVEL 000 -0" A411 ELEV PIT 81' -0" GRADE BEAM, RE: STRUCTURAL CHAINLINE FENCE BETWEEN COLUMNS SLAB VOID STRUCTURAL SLAB AND TURNDOWNS COLUMNS REF: STRUCTURAL TUBE BASEPLATE AND ANCHOR BOLTS FOR POST ROOF DECK G90 COATING G H 3X3 STEEL ANGLE A412 A412 TALL STANDING SEAM METAL ROOF METAL CLOSURE PRE-FINISHED HIGH EVE CAP-0 15 DEEP CHANNEL GUTTER TALL STANDING MTL. ROOF LEVEL 100 100' -0" LEVEL 000 -0" A412 H 20 A626 EXPANSION JOINT 1' T.O. RETAINING WALL AT MASONRY T.O. MASONRY G FASCIA COVER METAL DECK TALL STANDING SEAM METAL ROOF 2X6 CONTINUOUS TREATED WD. PRE-FINISHED GUTTER TO EDGE ANGLE DOWNSPOUT TUBE STEEL EAVE-PLATE 5X5 STEEL TUBE H STRUCTURAL DECK 3X3 METAL ANGLE 2X TREATED WD. SELF-ADHERING ROOF UNDERLAYMENT METAL CLOSURE PRE-FINISHED HIGH EVE CAP 3 8 111' 5/8 STRUCTURAL STEEL CHANNEL FASCIA TALL STANDING SEAM METAL ROOF. 11 12 CMU 1/4 CHAIN LINK TOP RAIL BOTTOM RAIL STRUCTURAL CHANNEL FASCIA 4X8 TUBE STEEL PRE-FINISHED RAKE CAP 2X6 TREATED WOOD TALL STANDING SEAM METAL ROOF CONT. CLOSURE CLIP PRE-FINISHED RAKE CAP B.O. DECK VARIES B.O. DECK VARIES SEE ELEV. S 1/2 1/2 STRUCTURAL DECK STRUCTURAL DECK 2X6 TREATED WOOD -0 CHAIN LINK INFILL PANEL J LEVEL 100 100' -0" 8 EAVE PLATE PRE-FINISHED GUTTER TALL STANDING SEAM MTL ROOF STRUCTURAL DECK DOWNSPOUT FASCIA COVER 2X6 CONTINUOUS TREATED WD. STRUCTURAL C CHANNEL FASCIA Sheet Numbe Sheet tle .Desc Ass All reproduction intellectual property rights P e a 100 Glass Street Suite 201 Dallas, Texas 75207 & St uctu En nee n ect ess nal Seals Ke Plan Original 48 36. Do not scale contents MEPCE 2928 Story Road West Las Colinas, Texas 75038 MEP En nee & Su ess LEC JAIL TO COURTHOUSE CONNECTION A KAU MAN COUNTY 0.0 00 .00 100 N. ash n n St. Kau man, T 1 1 N th Ha St eet Su te 8 0, LB 8 Dallas, 01 USA 0 000 Hellmuth, Obata & Kassabaum, 1/8" 1'-0" SOUTH ELEVATION -INMATE ALK AYLEVEL 100 1/ 1'-0" SECTION ALK AY AT GROUND LEVEL 1'-0" 1 SECTION ALK AY AT LEVEL 100 1/ = 1'-0" SECTION -INMATE ALK AY LEADING TO MAIN BUILDING 1/ 1'-0" SECTION -INMATE ALK AY AT LEVEL 100 1/8" 1'-0" NORTH ELEVATION ALK AY INTO MAIN BUILDING 1'-0" 8 SECTION DETAIL -INMATE ALK AY SECURITY ENCE 1/ 1'-0" SECTION DETAIL -INMATE ALK AY CMU 1/ 1'-0" SECTION DETAIL -HIGH ROO TO LO ROO AT INMATE ALK AY 1/8" 1'-0" 11 CEILING PLAN -INMATE ALK AY 1/ 1'-0" 10 SECTION -INMATE ALK AY -ROO CMU 100 DESIGN DEVELOPMENT08CONSTRUCTION DOCUMENTS10-1 CONSTRUCTION DOCUMENTS11CONSTRUCTION DOCUMENTS1 12/11/2020
for this walkway were created by referencing similar details from other projects as well as with coordination with our structural team & feedback & support from the project architect.
DOCUMENTS Details

PERSONAL PROJECTS

3D WAVE PATTERN MODELED IN RHINO USING A SERIES OF CURVES. THE PATTERN WAS FLOWED ALONG A BOX TO CREATE THE PLANTER’S FORM. THE NEGATIVE FORM WAS CREATED BY SUBTRACTING THE POSITIVE FROM WHAT WILL BE USED AS THE MOLD.

THE PICES OF THE MOLD WERE SPLIT INTO 4 IN ORDER TO MAKE THE REMOVAL OF THEM ONCE THE CONCRETE HAS CURED EASIER.

END PRODUCT

THE WAVE PLANTER

THIS CONCRETE PLANTER WAS MODELED IN RHINO, THE MOLD WAS 3D PRINTED & THEN CASTED USING CONCRETE. GRADIENT COLOR WAS USED TO ACCENTUATE IT’S WAVE DESIGN.

6” 5” 6” 5”

3D PRINTED SHOULDER ACCESSORIES

THESE SHOULDER PIECES WERE DESIGNED FOR A FRIEND WHO NEEDED SOMETHING FOR A PERFORMANCE THEY WERE HAVING. THEY WERE MODELED IN RHINO & 3D PRINTED. FINISHING PROCESS INVOLVED SANDING, FILLING & PAINTING.

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