Works 2014 by Matt Lopez

MATTHEW J. LOPEZ WORKS 2014

This portfolio contains the design work of Matthew Joseph Lopez. Matthew Joseph Lopez Works/ Portfolio ÂŠ 2014 Bachelor of Science In Architecture The University of Texas at Arlington School of Architecture Address 2041 Spruce St. Apt. #1R Philadelphia, PA 19103 mlope@design.upenn.edu 817.800.2530

SAN FRANCISCO BAY HUNTER’S POINT NAVAL SHIPYARD

ELM STREET LIBRARY DALLAS RARE BOOKS LIBRARY

SMU A.I.R.

ARTISTS IN RESIDENCE DALLAS, TX

SHIFTING HYBRIDS

TRANSFORMATIONS FOR A NEW HOTEL & RESIDENTIAL BUILDING

GARDEN & CATERING PAVILION

THE AMERICAN ACADEMY IN ROME

PROFESSIONAL WORK

ASCENSION GROUP ARCHITECTS 2007- 2013

DECONTAMINATING THE URBAN EDGE

SITE STRATEGY San Francisco, CA

The design investigates an innovative and emergent infrastructure to revitalize the landscape and hard-scape of Hunterâ&#x20AC;&#x2122;s Point Naval Shipyard. Located in San Francisco Bay , this shipyard has been closed to public access and restricted as a zone shutting off human interaction, due to radiation and pollution from on-site missile testing. This environmentally unstable site is an opportunity for exploring ways to re-mediate other abandoned military sites with similar existing contextual and environmental conditions. By injecting the site with an infrastructural array of multiple cutting edge technologies, the Hunterâ&#x20AC;&#x2122;s Point Naval Shipyard can be re-stabilized therefore presenting many spatial opportunities over time.

TOXIC CONDITION RECOVERY TIME LINE BEFORE

2012 A.D. Hunter’s Point Naval Shipyard has been a missile testing site since the early 1940’s. This has caused radiation poisoning on the site, both on land and the surrounding bay area.

AFTER

2015 A.D. The goal is to have the site completely free of toxic and radioctive waste.

RADIATION LEVELS

01/01/12

01/01/13

RADIATION LEVELS

RADIATION LEVELS 01/01/14

01/01/15

FILTRATION SYSTEM (SITE INJECTIONS)

The United States Environmental Protection Agency (EPA) placed Hunterâ&#x20AC;&#x2122;s Point Naval Shipyard on its National Priority List (NPL) in 1989. Various locations of the shipyard are contaminated with petroleum fuels, pesticides, heavy metals (such as lead and zinc), and volatile organic compounds.

10 10

FILTER Cross-Section

This filtration system, utilizes the latest in irradiation & desalination technologies in order to bring balance back to the neighboring ecological systems and to also make the bay water safe for human use.

11 11

AQUATIC SOLAR FARM

FLOATING SOLAR CELLS In order to provide power to the filters, new sustainable technologies will be used to provide the filtration system with clean energy. While these solar cells harvest the sunâ&#x20AC;&#x2122;s energy, they also collect kinetic energy from the oceanâ&#x20AC;&#x2122;s waves.

DAY

NIGHT

The cells are easily visible, and recreational use in the area is encouraged so that any wakes produced will help generate power.

The cells light up during twilight hours so that water vehicles may pass through the area safely.

“THE STAGE” (RE-PURPOSING THE SITE )

Since the 1940’s the United States Navy has been using this enormous structure to test-fire large missiles. Famously coined as “The Stage”, this missile testing site has been out of commission since the early 90’s. In order to keep the same concept of the abandoned structure, but with a more “humanitarian” twist, the infrastructure is still in place allowing for multiple uses that will give back to the neighboring communities. Once the site’s radiation levels have become stable and safe for public use, the design proposal consists of a large highdefinition screen that will hang from the existing rafters of the massive structure. A large platform will also suspend using steel cables, capable of holding thousands at a time. The aquatic solar farms will provide clean energy allowing for it to be used year-round.

ELM STREET LIBRARY Dallas, TX

This design aims to re-imagine the traditional aspects of library design in order to re-establish a connection with the user. In this day and age where information can be ascertained instantly, one can make the argument that books are becoming more and more obsolete. The main idea behind this design revolves around the rare books stacks. Theses stacks are intended to be viewed as a “Mural of Knowledge.” As one moves through the building, he or she can view the stacks from various points in space within the interior of the building. The books are further celebrated by the self-sustaining structure of the rare book stacks. The interior courtyard functions as a “vertical reading room” and “light scoop”, filtering softened light into various spaces within the building. This “Vertical Reading Room” can be accessed from any floor in the building allowing those who occupy the library and administrative areas the ability to use this space.

SITE STRATEGY Prior to any design, an extensive analysis of Dallas was necessary, In order to better understand its urban fabric. The Dallas Fort Worth area has long been criticized for its reliance on the automobile. It is almost impossible to get anywhere in the city without a car being that the city has historically approached urban design with an approach that contributes to urban & suburban sprawl. The main entry into the library align itself with the John F. Kennedy Memorial , which is directly south from the site. By completing the urban block, the public space , previously un-contained, now becomes a more defined space promoting urban stimulation by pronouncing the space.

DALLAS ANALYSIS

STRUCTURES

GREEN ELEMENTS

INTERIOR STREET

PARKING LOTS

WATER ELEMENTS

STREETS

SIDEWALKS

PRESENT DEVELOPMENT (CONST..)

Figure ground of the existing vicinity.

Figure ground of the entire city of Dallas.

20 20

VERTICAL READING ROOM

READING CARRELS

RARE BOOKS STACKS

STRUCTURE

SUN SHADING SYTEM

21 21

FLOOR PLAN/ SECTION LEGEND 1 6

1.) Rare Books 2.) Vertical Reading Room 3.) Bookstore/ Cafe 4.) “Living Room” 5.) Entry Lobby 6.) Art Gallery 7.) Digital Media Lab 8.) Reading Carrels 9.) Regular Collection 10.) Administration 11.) Utility Core

2 10

9 9 1

6 8

Above: Cross-section looking through to the rare book stacks (jewel)

Left:

Section of the reading carrels.

Exterior Renderings

ARTISTS IN RESIDENCE

ARTISTS IN RESIDENCE Dallas, TX

The idea was to inspire the artist in residence by putting a real emphasis on the presentation of their work, on-site in an urban setting. This was attempted by creating an “Urban Frame” that literally the artwork created within. This idea was inspired by the frame of a painting and allows the building to act as a metaphor for the process of creating art. While either side of the site have very different functions, they are unified by a datum wall that allows for the establishment of various zones that are simultaneously unified and separate. This site is organized into two main spatial functions, “Fabrication” and “Presentation.” Presentation to the North, and fabrication on the south end of the site. One may enter the site from either Gould or Akard Street. One is led up to the gallery or “presentation” space by a monumental staircase that presents itself on Akard St. If driving, one may park and enter from Gould St.

First Floor

Exploded Axonometric

Elevations

Second Floor

Sections

Arrival @ Akard St.

Gallery Terrace Space

SHIFTING HYBRIDS

TRANSFORMATIONS FOR A NEW HOTEL

L & RESIDENTIAL BUILDING

SHIFTING HYBRIDS TRANSFORMATIONS FOR A NEW HOTEL & RESIDENTIAL BUILDING TriBeCa, NY

Located in TriBeCa, this mixed-use luxury hotel and residential tower, physically acts as a flowing gradient of porosity that seeks to enhance the userâ&#x20AC;&#x2122;s overall living experience. The building is organized into three programmatic zones with the public areas dividing the hotel and residential units. The rooms are organized into migrating bundles, which shift and rotate to allow for a variety of views of the Manhattan skyline.

RL R1

H2 L9

L8 R2

H2 L7

R6 R1

L5 R3

H2 L4

R6 PUBLIC

H2 L3

R3 LOBBY

LOBBY

RETAIL L1

View from street level

Aerial view

Above: View from street level. Below: Interior of Residential Unit

RESIDENTIAL UNIT

Ground Floor/ Lobby Plan

Fourth Floor Plan

Seventh Floor Plan

Right: View from street level Below: View at corner of Greenich & Vestry

3d Section at Lobby/ Public Program

Garden & Catering Pavilion

The American Academy in Rome Rome, Italy The essence of this design is centered around the dilemma of building and its immediate relationship to the landscape. The director of the American Academy in Rome, would like to have a small catering pavilion built at his home located at the Villa Aurelia. The program requires a new gate with the new structure for catering and entertaining. This shall be accomplished on the ground level. Housing (6-8 small guest rooms) will be located on the upper level above the catering area. The director has given two optional locations for the intervention. Site selection was open to the north of the Villa gardens or to the south near an old existing gate. The client requested that the garden should reflect his interest while remaining elegant and dignified. The garden terraces shall be viewed for dining and other gala events. An exterior room â&#x20AC;&#x153;The Room of the Musesâ&#x20AC;? was also required to be located within the garden.

Design Objective(s) The main strategy behind the organizational methods of the garden, deals with the idea that the entire garden and pavilion act as a cohesion of articulated spaces, rather than a specific point of arrival. The director of the school has also requested that he would like to see elements of classical Italian Renaissance gardens including: 1.) Alle 2.) Boscoe (Natural Forest) 3.) Containment 4.) Grotto 5.) Water Element 6.) A view to the planes beyond

38 42

Plan Oblique Drawing

“Room” for the Muses

3. 2. 1.

EXISTING

NEW

39 43

Parti Sketches

Model Photograph: Southwest Birdâ&#x20AC;&#x2122;s Eye

Model Photograph: South Elevation View

ORTHOPEDIC & SPINE HOSPITAL 2009

Phoenix, AZ Revit, Photoshop Responsibilities: 1. Revit Modeling

2. Renderings 3. Revit Documentation

FOREST PARK MEDICAL CENTER 2010

Dallas, TX Revit, Photoshop Responsibilities: 1. Revit Modeling

2. Renderings 3. Revit Documentation

USMD CANCER CENTER 2010

Arlington, TX Revit, Photoshop Responsibilities: 1. Revit Modeling

DEMO PARAPET CAP

Ascension Group

DEMOLITION NOTES BY NUMBER

DEMOLITION LEGEND WALL TO BE REMOVED

DEMO MAIN LOBBY PARTITION. SALVAGE EXISTING WALL PANELS FOR FUTURE USE.

DEMO EXISTING FLOORING AS INDICATED.

DEMO EXISTING PARTITION

SALVAGE EXISTING CASEWORK

DEMO EXISTING STOREFRONT WINDOW SYSTEM

EXISTING WALL TO REMAIN FLASHING TO REMAIN

DEMOLITION KEYNOTE

6" MTL STUD TO REMAIN

DEMO ALL BRICK

DEMOLITION GENERAL NOTES

4" STEEL CHANNEL TO REMAIN EXISTING ROOFING MEMBRANE TO REMAIN

THE INTENT OF THE DEMOLITION PLAN IS TO REMOVE ALL ITEMS NOT REQUIRED FOR NEW CONSTRUCTION; OR THAT IS IN CONFLICT WITH NEW CONSTRUCTION, WHETHER OR NOT INDIVIDUALLY NUMBERED. THE CONTRACTOR SHALL REMOVE ALL SUCH ITEMS AS REQUIRED FOR CONSTRUCTION.

EXSITING CONCRETE STRUCTURE TO REMAIN

CONTRACTOR IS TO FIELD VERIFY CONDITION OF RATED WALLS ADJACENT TO NEW CONSTRUCTION AND UPGRADE EXISTING NON-COMPLIANT WALLS (NOT OTHERWISE AFFECTED BY NEW CONSTRUCTION) TO MEET HOURLY RATING THEY ARE DESIGNED TO MEET. SUCH DEFICIENCIES TO BE CORRECTED INCLUDE BUT ARE NOT LIMITED TO UNSEALED PENETRATIONS, FAULTY OR NONEXISTENT DAMPERS, ETC.

CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED FROM DEMOLITION WORK. REPAIR, PATCH, REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW CONSTRUCTION.

THE CONTRACTOR SHALL PATCH TO MATCH EXISTING FINISHES: WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED IN THOSE AREAS NOT SPECIFICALLY CALLED OUT ON THE ROOM FINISH SCHEDULE, BUT THAT ARE AFFECTED BY CONSTRUCTION.

GENERAL CONTRACTOR TO PATCH/REPAIR ALL AREAS RESULTING FROM DEMOLITION AND PREPARE SUCH SURFACES TO RECEIVE SCHEDULED FINISHES.

REFER TO MECHANICAL, PLUMBING, ELECTRICAL & CIVIL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION.

ALL EQUIPMENT AND BUILDING MATERIALS SUCH AS DOORS, FRAMES, MILLWORK, PROJECTION SCREENS, ETC. REMOVED DURING DEMOLITION SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE STORED, REMOVED FROM THE JOB SITE OR DISPOSED OF AS DIRECTED BY THE OWNER'S REPRESENTATIVE.

Architects LLP Architecture Planning Interior Design 1250 E. Copeland Rd. Suite 500 Arlington, Texas 76011 tel 817.226.1917 fax 817.226.1919 www.ascensiongroup.biz

DEMO EXTERIOR WALL. REF. 02/D1.01 FOR FURTHER INFORMATION

SALVAGE EXISTING DOOR AND FRAME. RETURN TO OWNER'S STOCK

EXTENT OF FLOOR & CEILING DEMOLITION.

SALVAGE DROP DOWN PROJECTION SCREEN. RETURN TO OWNER'S STOCK

DEMO FURRING AROUND COLUMNS

SALVAGE PLUMBING FIXTURE. RETURN TO OWNER'S STOCK

SALVAGE & RELOCATE EXISTING FIRE EXTINGUISHER CABINET

HOSPITAL'S EQUIPMENT SALVAGE & RELOCATE AS DIRECTED BY OWNER.

DEMO EXTERIOR WALL ASSEMBLY UP TO STRUCTURE

EX.13

EX.14

ISSUED FOR BIDDING & CONSTRUCTION

EX.15

EX.16

EX.17

TOILET

EX.18

EX.19

HC/DRS

ARLINGTON, TX 76017

EX.12.9

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

EX.19.8 EX.20

ATRIUM CIRCULATION ATRIUM CIRCULATION VESTIBULE

DEMO EXISTING SOFFIT ABOVE MILLWORK 5' - 0"

9' - 3 1/4"

10' - 5"

EX.C

REMOVE EXISTING SIGNAGE ABOVE LIGHT COVE

WOMEN

CIRC.

07 ADMIN. CONFERENCE

EX.C

EWC VEST

FEMALE LOCKERS

W/C STOR

HYDRO

ENTRY AREA

CHARTING

DIR OFF

STORAGE

EQUIP

CIRCULATION

EX.19.8 EX.20

MEN

PT/OT

07 07

WOMEN 1515

03 10

EX.B.2

RECEPTIONIST

07 WAITING

OFFICE

CHART AREA

Revisions:

CCT

VEND

CLERK

RECEPT

MALE SHOWERS

FINANCE

SOIL LINEN HOLD

FOOD PREP

5' - 0"

MALE TLT

MALE LOCKERS

CCT

EDUCATION STORAGE

CIRC. 1415

HSKP

FEMALE SHOWERS

MEN

1' - 5 3/4"

12 08

FEC

FEMALE

11 TLT

ELEC

VEND/ ATM

EWC VEST

FEC

UANT Cancer Center

EX.D

801 W. INTERSTATE 20

EX.12.4

DEMOLITION DETAIL

D1.01

PACKAGE 'A' - CIVIL AND DEMOLITION PACKAGE

EX.12

FITNESS AREA

TREATMENT 1

03 TREATMENT 2

07 CONF.

03 OFFICE

OFFICE

MECHANICAL

OFFICE

TREATMENT 5

TREATMENT 6

MATS

TREATMENT 3

TREATMENT 4

PVT TEST

EX.A.2 05

Drawn By:

Checked By:

DEMOLITION FLOOR PLAN

D1.01

SCALE: 1/8" = 1'-0"

Date:

10/15/08

Project Number:

2008-020

Sheet No.

D1.01

FIRST FLOOR DEMOLITION PLAN

Ascension Group

Architects LLP Architecture Planning Interior Design 1250 E. Copeland Rd. Suite 500 Arlington, Texas 76011 tel 817.226.1917 fax 817.226.1919 www.ascensiongroup.biz

EX.12.4

EX.12.9

EX.13

CARE ROOM 4

EX.14

EX.15

HOT LAB

SPECIMEN TOILET

EX.16

DRS

EX.17

ULTRASOUND 1 1211

DRS

EX.18

T1 CIRCULATION

EX.19.8 EX.20

PREASSESS/ TRIAGE

DRS

H/C DRS

DRS

ULTRASOUND 2

TOILET

DRS

ACCESS

WORK ROOM

RECEPTION 1243

TOILET

URGENT CARE WAITING

NOVIS SYSTEM REG

TREATMENT

CAST

CCT

DRS SECRETARY

COPY

REG

CCT

TOILET

FILES

RECORD HOLD

EXAM/ EDUC 1234

SUBWAIT

MAMMO 2

CHIEF CONFERENCE/ EDUCATION

EX.19

HR/CR

CIRCULATION

NOVIS SYSTEM

EX.U

1232

CIRC. CIRC.

CCT

EX.12

HC/DRS

ISSUED FOR REFERENCE ONLY

EX.D

ATRIUM CIRCULATION

ARLINGTON, TX 76017

ATRIUM CIRCULATION VESTIBULE

FEC

TLT. 141

EWC VEST

STOR. 142

EXAM 137 PROCEDURE/ DEXA SCAN 140

EXAM 138

PHYSICIAN 134

CT SCAN 154

THERAPIST 155

VEND W/C STOR

WAITING 100

WOMEN

EXISTING RESTROOMS

EX.C

DOSIMETRY/ TREATMENT PLANNING 148

STORAGE 147

MEN

EWC VEST

CT CONTROL 153 PHY. 146

EXAM 139

ELECTRON CUTOUT ROOM 156

EX.19.8 EX.20

MEN WOMEN 1515

UANT Cancer Center

CORR. 189 RECEPTION 101

CONSULT 132

TLT. 143

TLT. 144

CORR. 188

CHECK-OUT WAIT 112

FINANCIAL CONSULT 102

REF.

EXAM 131

MEN'S TLT. 168

EXAM 152

EX.B.2

MEN'S WAITING 165

NURSE STATION 150

CLINIC CHECK-OUT 180

EXAM 114

STAFF TLT. 157

EXAM 151

WORK ROOM 181

TOILET 115

MENS DRESS 167 EXAM 171

CENTER MANAGER 104

WOMENS TLT. 159

CORR. 190

PAT ED 169

HC DRESS 166

NURSE 117

WOMENS WAITING 158

EXISTING BUILDING

JAN. 113

TLT. 133

MECHANICAL

EXAM 116 EXAM 130 PHLEBOTOMY 103

TOILET 106 CONSULT 118

EXAM 128

CLINIC MANAGER 105

VAC. ST. 149

STORAGE 164

CONTROL 172 66.171

EXAM 120 CHART STORAGE 124 EXAM 127

WOMENS DRESS 160

IS/IT 109

EXAM 121

JAN. 161

FUTURE LIN ACC 170

LIN ACC VAULT 173

BREAK ROOM 107

MECH. YARD 174

ELECTRICAL 110

REF.

STORAGE/ FUTURE HDR 175

EX.12

MECH 163

EX.12.4

PHYSICIAN 126

PHYSICIAN 125

PHYSICIAN 122

CONFERENCE 108

EX.A.2

NEW CONSTRUCTION

NURSE WORK 119 CONSULT 129

801 W. INTERSTATE 20

STOR. 145 EXAM 136

PHYSICIAN 135

PACKAGE 'A' - CIVIL AND DEMOLITION PACKAGE

EX.C

EX.O Revisions:

RAD. ONC. 111

PHYSICIAN 123

EX.Q EX.R

EX.12.9

EX.13

EX.14

EX.15

EX.16

EX.17

EX.18

EX.U

EX.19

Drawn By:

Checked By:

FIRST FLOOR PLAN

A1.01

SCALE: 1/8" = 1'-0"

Date:

05/20/08

Project Number:

PRELIMINARY DRAWING - NOT FOR CONSTRUCTION

2008-020

Sheet No.

A1.01

FIRST FLOOR PLAN

DEMO PARAPET CAP

Ascension Group

DEMOLITION NOTES BY NUMBER

DEMOLITION LEGEND WALL TO BE REMOVED

DEMO MAIN LOBBY PARTITION. SALVAGE EXISTING WALL PANELS FOR FUTURE USE.

DEMO EXISTING FLOORING AS INDICATED.

DEMO EXISTING PARTITION

EXISTING WALL TO REMAIN FLASHING TO REMAIN

DEMOLITION KEYNOTE

6" MTL STUD TO REMAIN

DEMO ALL BRICK

DEMOLITION GENERAL NOTES

4" STEEL CHANNEL TO REMAIN EXISTING ROOFING MEMBRANE TO REMAIN

EXSITING CONCRETE STRUCTURE TO REMAIN

Architects LLP Architecture Planning Interior Design 1250 E. Copeland Rd. Suite 500 Arlington, Texas 76011 tel 817.226.1917 fax 817.226.1919 www.ascensiongroup.biz

SALVAGE EXISTING CASEWORK

DEMO EXISTING STOREFRONT WINDOW SYSTEM

DEMO EXTERIOR WALL. REF. 02/D1.01 FOR FURTHER INFORMATION

SALVAGE PLUMBING FIXTURE. RETURN TO OWNER'S STOCK

GENERAL CONTRACTOR TO PATCH/REPAIR ALL AREAS RESULTING FROM DEMOLITION AND PREPARE SUCH SURFACES TO RECEIVE SCHEDULED FINISHES.

SALVAGE & RELOCATE EXISTING FIRE EXTINGUISHER CABINET

REFER TO MECHANICAL, PLUMBING, ELECTRICAL & CIVIL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION.

HOSPITAL'S EQUIPMENT SALVAGE & RELOCATE AS DIRECTED BY OWNER.

SALVAGE EXISTING DOOR AND FRAME. RETURN TO OWNER'S STOCK

EXTENT OF FLOOR & CEILING DEMOLITION.

SALVAGE DROP DOWN PROJECTION SCREEN. RETURN TO OWNER'S STOCK

DEMO FURRING AROUND COLUMNS

DEMO EXTERIOR WALL ASSEMBLY UP TO STRUCTURE

EX.13

EX.14

ISSUED FOR BIDDING & CONSTRUCTION

EX.15

EX.16

EX.17

TOILET

EX.18

EX.19

HC/DRS

ARLINGTON, TX 76017

EX.12.9

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

EX.19.8 EX.20

ATRIUM CIRCULATION ATRIUM CIRCULATION VESTIBULE

DEMO EXISTING SOFFIT ABOVE MILLWORK 5' - 0"

9' - 3 1/4"

10' - 5"

EX.C

REMOVE EXISTING SIGNAGE ABOVE LIGHT COVE

CIRC. 1415

MEN EDUCATION STORAGE

WOMEN

HSKP

CIRC.

FEMALE SHOWERS

MALE LOCKERS

EX.C

MALE SHOWERS

EWC VEST

CHARTING

DIR OFF

STORAGE

EQUIP

CIRCULATION

W/C STOR

HYDRO

EX.19.8 EX.20

MEN

PT/OT

07 07

VEND

CLERK

ENTRY AREA

11 FEMALE LOCKERS

03 07 ADMIN. CONFERENCE

WOMEN 1515

03 10

EX.B.2

RECEPTIONIST

07 WAITING

OFFICE

CHART AREA

Revisions:

CCT

FINANCE

RECEPT

03 11

SOIL LINEN HOLD

FOOD PREP

11 CCT

VEND/ ATM

MALE TLT

FEMALE

11 TLT

ELEC

5' - 0"

04 08

FEC

1' - 5 3/4"

EWC VEST

FEC

UANT Cancer Center

EX.D

801 W. INTERSTATE 20

EX.12.4

DEMOLITION DETAIL

D1.01

PACKAGE 'A' - CIVIL AND DEMOLITION PACKAGE

EX.12

FITNESS AREA

TREATMENT 1

03 TREATMENT 2

07 CONF.

OFFICE

MECHANICAL

03 OFFICE

OFFICE

MATS

03 04

TREATMENT 5

TREATMENT 6

TREATMENT 4

TREATMENT 3

PVT TEST

EX.A.2 05

Drawn By:

Checked By:

Date:

DEMOLITION FLOOR PLAN

D1.01

SCALE: 1/8" = 1'-0"

10/15/08

Project Number:

2008-020

Sheet No.

D1.01

FIRST FLOOR DEMOLITION PLAN

2. Renderings 3. Revit Documentation

AUSTIN REHABILITATION HOSPITAL

EXTERIOR MATERIAL COLOR LEGEND

2011

Ascension Group

NOTED ST-01 - PORTLAND CEMENT STUCCO #1 - STO COLOR (TBD) WITH METAL COPING COLOR TO MATCH AT ALL PARAPETS NOTED BRK-01 - MODULAR BRICK MASONRY- RUNNING BOND - BRICK COLOR (TBD) WITH METAL COPING COLOR TO MATCH AT ALL PARAPETS - U.N.O.

Architects LLP

NOTED BRK-02 - MODULAR BRICK MASONRY- SOLDIER COURSE - BRICK COLOR (TBD) WITH METAL COPING COLOR TO MATCH AT ALL PARAPETS - U.N.O.

Architecture Planning Interior Design

NOTED STN-01 NATURAL STONE MASONRY UNIT - COLOR (TBD) NOTED CS-01 - CAST STONE ACCENT

1250 E. Copeland Rd. Suite 500 Arlington, Texas 76011 tel 817.226.1917 fax 817.226.1919 www.ascensiongroup.biz

NOTED MTL-01 - ROLL FORMED SCREEN WALL - BERRIDGE 'M' PANELS - COLOR (TBD) 1" INSULATED SPANDREL GLASS PANEL GC#1 OR GC#2 (ALL GC#1 UNO) THEMIC HIGH PERFORMANCE COATING - COLOR (TBD) - AT ALL EXPOSED STEEL - HANDRAILS, GUARDRAILS, AND CANOPY STEEL

NOTES: CONTROL JOINTS ARE TO BE PROVIDED CONSISTENT WITH BUILDING ELEVATIONS. MAXIMUM PORTLAND CEMENT STUCCO PANEL SIZE SHALL NOT EXCEED 144 SQ. FT. FROM CONTROL JOINT TO CONTROL JOINT(S) @ ANY EXTERIOR LOCATION. PROVIDE VERTICAL PROPEITARY REVEAL AT THE CORNER OF A CHANGE IN PORTLAND CEMENT STUCCO COLOR. REF. ELEV.

Austin, TX

MASONRY EXPANSION AND CONTROL JOINTS ARE TO BE PROVIDED PER BIA STANDARDS. MATCH MORTAR COLOR.

A.5

A.8

D.4

NOTE: MASONRY AND STUCCO CONTROL JOINTS AT ALL WINDOW JAMBS. CONTINUOUS VERTICAL (ABOVE AND BELOW)

MECH SCREEN WALL MTL-01 03 / A4.07

02 / A4.07

01 / A4.07

04 / A4.06

RECESSED SOLDIER COURSE BRK-02

03 / A4.06

F.1

G.6

2' - 0" TYP. @ CORNER

01 / A4.06

RECESSED SOLDIER COURSE BRK-02

CAST STONE PARAPET CAP CS-01

METAL COPING

03 / A4.05

DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATIONS FROM THE ARCHITECT.

IDENTIFIED DIMENSIONS ARE TO ROUGH OPENINGS. GC TO FIELD VERIFY ALL OPENINGS AND ADJUST FRAMING DIMENSIONS TO ACCOMMODATE NOTED JOINT WIDTHS.

PORTLAND CEMENT STUCCO SYSTEM

KEY PLAN

BACK LIT BUILDING SIGNAGE ROOF LEVEL 142' - 0"

STRUCTURAL BRACING REF. STRUCT

CJ 02/A3.01

CAST STONE PARAPET CAP CS-01

CJ CAST STONE SILL CS-01

SECOND FLOOR 114' - 0"

CAST STONE WATER TABLE CS-01

BRICK MASONRY BRK-01

CAST STONE CAP CS-01

FINISHED RADIUSED STEEL FRAMING REF CANOPY DETAILS

GUARD RAIL NOT SHOWN FOR CLARITY REF. SITE PLAN FIRST FLOOR 100' - 0"

. CANOPY SYSTEM REF. CANOPY DETAILS

BRICK LEDGE REF. STRUCT

STONE VENEER STN-01

G.6

ALUMINUM CURTAINWALL SYSTEM

STEP IN BRICK LEDGE 28' - 0"

STEP IN BRICK LEDGE 22' - 8"

11' - 4"

D.4

STONE VENEER STN-01

26' - 0"

02 / A4.03

01 / A4.03

05 / A4.02

04 / A4.02

02 / A4.01

01 / A4.01

EXTERIOR ELEVATION - SOUTH

A3.01

SCALE: 1/8" = 1'-0"

NOTE: MASONRY AND STUCCO CONTROL JOINTS AT ALL WINDOW JAMBS. CONTINUOUS VERTICAL (ABOVE AND BELOW)

03 / A4.01

CONCRETE RAMP DOWN REF. SITE PLAN

CONCRETE STAIRS REF. SITE PLAN

MECH SCREENWALL MTL-01 03 / A4.03

FOR BIDDING ONLY NOT FOR CONSTRUCTION

CAST STONE HEADER' CS-01

CJ 35

THIRD FLOOR 128' - 0"

MASONRY RELIEF ANGLE REF. STRUCT CJ

CAST STONE SILL CS-01

PORTLAND CEMENT STUCCO SYSTEM ST-01

01/A3.01

ALUMINUM CURTAINWALL SYSTEM

BRICK MASONRY BRK-01

AUSTIN, TX

ALUMINUM CURTAIN WALL SYSTEM

02/A3.02

CAST STONE HEADER CS-01

01/A3.02

PORTLAND CEMENT STUCCO SYSTEM ST-01

2. Renderings 3. Revit Documentation

EXTERIOR GLAZING GENERAL NOTES

04 / A4.01

01 / A4.02

CENTRAL TEXAS REHABILITATION HOSPITAL

02 / A4.06

BRICK MASONRY BRK-01

Revit, Photoshop Responsibilities: 1. Revit Modeling

E.8

02 / A4.02

03 / A4.02

45TH ST. AND TRIANGLE AVE.

BACK LIT BUILDING SIGNAGE CAST STONE PARAPET CAP CS-01

RECESSED SOLDIER COURSE BRK-02

STRUCTURAL BRACING BEYOND REF. STRUCT CJ 23

BRICK MASONRY BRK-01

PORTLAND CEMENT STUCCO SYSTEM ST-01

ALUMINUM STOREFRONT SYSTEM CJ

THIRD FLOOR 128' - 0"

MASONRY RELIEF ANGLE REF. STRUCT

ALUMINUM CURTAINWALL SYSTEM

ALUMINUM CURTAINWALL SYSTEM CJ

SECOND FLOOR 114' - 0"

RECESSED SOLDIER COURSE BRK-02

OVERHEAD COILING DOCK DOOR DOCK BUMPERS

Revisions:

TIE ROD CONNECTION PLATE REF. STRUCT STRUCTURAL TIE RODS REF. STRUCT

CJ 24

ROOF LEVEL 142' - 0"

MASONRY RELIEF ANGLE REF. STRUCT

CAST STONE HEADER CS-01

BRICK SOLDIER COURSE BRK-02

CAST STONE PARAPET CAP CS-01

ALUMINUM CURTAINWALL SYSTEM

BRICK LEDGE REF. STRUCT

FIRST FLOOR 100' - 0"

ALUMINIUM CLAD RADIUSED STEEL FRAMING REF. CANOPY DETAILS

ALUMINUM SLIDING ENTRY DOOR WITH TRANSOM

ALUMINIUM CLAD CANOPY REF. CANOPY DETAILS

HM DOOR AND FRAME

Drawn By:

Author

Checked By:

BRICK LEDGE REF. STRUCT HM DOOR AND FRAME

ALUMINUM ENTRY SYSTEM

Checker

Date:

FEBRUARY 22, 2011

Project Number:

2010-052

Sheet No.

EXTERIOR ELEVATION - NORTH

A3.01

SCALE: 1/8" = 1'-0"

A3.01 EXTERIOR ELEVATIONS

Ascension Group Architects LLP Architecture Planning Interior Design 1250 E. Copeland Rd. Suite 500 Arlington, Texas 76011 tel 817.226.1917 fax 817.226.1919 www.ascensiongroup.biz

1' - 1" 02 /A4.14

1' - 1" 02 /A4.14 03 /A4.14

02 /A4.14

METAL COPING

BASE INSULATION

METAL COPING

BASE INSULATION

FIRESAFING INSULATION PER UL DESIGN

FIRE SAFING INSULATION PER UL DESIGN ROOF LEVEL 142' - 0"

ROOF LEVEL 142' - 0"

FOR BIDDING ONLY NOT FOR CONSTRUCTION

PORTLAND CEMENT STUCCO SYSTEM W/ METAL LATH

SPANDREL GLAZING REF. EXTERIOR WINDOW ELEVATIONS

BACKLIT EXTERIOR SIGNAGE

03 /A4.13

CEILING AS SCHEDULED REF. RCP

03 /A4.13

AUSTIN, TX

CEILING AS SCHEDULED REF. RCP

ALUMINUM CURTIAINWALL SYSTEM

04 /A4.12

COMPOSITE CONCRETE FLOOR DECK SYSTEM REF. STRUCT

07 /A4.11

COMPOSITE CONCRETE FLOOR DECK SYSTEM REF. STRUCT

06 /A4.11

THIRD FLOOR 128' - 0"

07 /A4.11 07 /A4.11

THIRD FLOOR 128' - 0"

STEEL BEAM REF. STRUCT

THIRD FLOOR 128' - 0"

SPANDREL GLAZING REF. EXTERIOR WINDOW ELEVATIONS

THIRD FLOOR 128' - 0"

STEEL BEAM REF. STRUCT PORTLAND CEMENT STUCCO SYSTEM W/ METAL LATH

02 / A3.06

03 /A4.13

ALUMINUM CURTIAINWALL SYSTEM

CEILING AS SCHEDULED REF. RCP

03 /A4.13

CANOPY STRUCTURAL TIE ROD SUPPORTS REF. STRUCT

NOTE: REF. EXTERIOR WINDOW ELEVATIONS FOR CURTAINWALL MULLION DIMENSIONS. 04 /A4.12 04 /A4.12

BATT INSULATION COMPOSITE CONCRETE FLOOR DECK SYSTEM REF. STRUCT

06 /A4.11

COMPOSITE CONCRETE FLOOR DECK SYSTEM REF. STRUCT

07 /A4.11

COMPOSITE CONCRETE FLOOR DECK SYSTEM REF. STRUCT

SECOND FLOOR 114' - 0"

STEEL BEAM REF. STRUCT

12 /A4.12

TAPERED INSULATION METAL ROOF DECK

ENTRY CANOPY BEYOND, REF. CANOPY DETAILS

SECOND FLOOR 114' - 0"

REF. A3.06 FOR CANOPY DETAILS

SECOND FLOOR 114' - 0"

CENTRAL TEXAS REHABILITATION HOSPITAL

COMPOSITE CONCRETE FLOOR DECK SYSTEM REF. STRUCT

45TH ST. AND TRIANGLE AVE.

ROOF LEVEL 142' - 0"

STEEL BEAM REF. STRUCT

SPANDREL GLAZING REF. EXTERIOR WINDOW ELEVATIONS

01 /A4.13

CEILING AS SCHEDULED REF. RCP

STEEL FRAMING REF. STRUCT

07 /A4.14

STEEL ANGLE REF. STRUCT

CEILING AS SCHEDULED REF. RCP

ALUMINUM FRAMING BEYOND REF. CANOPY DETAILS

01 /A4.13

STEEL TUBE FRAMING IN CURTAINWALL

Revisions:

ALUMINUM AUTOMATIC ENTRY SYSTEM

CONCRETE SLAB/GRADE BEAM REF. STRUCT .

SLOPE AWAY FROM BUILDING

FIRST FLOOR 100' - 0"

SITE PAVING REF. CIVIL

CONTINUOUS VAPOR BARRIER UNDER SLAB, TYP.

01 /A4.12

CONCRETE SLAB/GRADE BEAM REF. STRUCT

01 /A4.12

CONCRETE SLAB/GRADE BEAM REF. STRUCT

SLOPE AWAY FROM BUILDING

FIRST FLOOR 100' - 0"

SITE PAVING REF. CIVIL

CONTINUOUS VAPOR BARRIER UNDER SLAB, TYP.

04 /A4.11

SLOPE AWAY FROM BUILDING

FIRST FLOOR 100' - 0"

SITE PAVING REF. CIVIL

CONTINUOUS VAPOR BARRIER UNDER SLAB, TYP.

02 /A4.12

CONCRETE SLAB/GRADE BEAM REF. STRUCT

SLOPE AWAY FROM BUILDING

FIRST FLOOR 100' - 0"

SITE PAVING REF. CIVIL

CONTINUOUS VAPOR BARRIER UNDER SLAB, TYP.

EXTERIOR WALL SECTION

A4.01

SCALE: 3/8" = 1'-0"

A4.01

SCALE: 3/8" = 1'-0"

A4.01

SCALE: 3/8" = 1'-0"

A4.01

SCALE: 3/8" = 1'-0"

Drawn By:

Checked By:

Date:

FEBRUARY 22, 2011

Project Number:

2010-052

Sheet No.

A4.01 EXTERIOR WALL SECTIONS

Ascension Group Architects LLP Architecture Planning Interior Design 1250 E. Copeland Rd. Suite 500 Arlington, Texas 76011 tel 817.226.1917 fax 817.226.1919 www.ascensiongroup.biz

1.2

1' - 6"

1' - 6" 1' - 6"

1' - 6 1/8" 01 /A4.14

01 /A4.14

01 /A4.14 03 /A4.14

CAST STONE PARAPET CAP CAST STONE PARAPET CAP BASE INSULATION

FIRE SAFING INSULATION

CAST STONE PARAPET CAP

FIRE SAFING INSULATION

FIRE SAFING INSULATION PER UL DESIGN

ROOF LEVEL 142' - 0"

BASE INSULATION

CAST STONE PARAPET CAP

FIRE SAFING INUSULATION PER UL DESIGN

FIRE SAFING INSULATION PER UL DESIGN ROOF LEVEL

ROOF LEVEL 142' - 0"

142' - 0"

FOR BIDDING ONLY NOT FOR CONSTRUCTION

BATT INSULATION EXTERIOR SHEATHING

05 /A4.13 BRICK MASONRY

CAST STONE HEADER

BRICK MASONRY

8' - 8"

5' - 4"

BRICK SOLDIER COURSE

COMPOSITE CONCRETE FLOOR DECK SYSTEM REF. STRUCT

2' - 8"

08 /A4.11

THIRD FLOOR 128' - 0"

COMPOSITE CONCRETE FLOOR DECK SYSTEM REF. STRUCT

2' - 8"

6' - 0"

RATED SHAFT WALL REF. LIFE SAFETY PLANS

10 /A4.11

05 /A4.12

08 /A4.11

AUSTIN, TX

RATED SHAFT WALL REF. LIFE SAFETY PLANS

ALUMINUM STOREFRONT SYSTEM

BATT INSULATION

5' - 4"

11 /A4.11

08 /A4.11

THIRD FLOOR 128' - 0"

06 /A4.11

THIRD FLOOR 128' - 0"

FIRE SAFING INUSULATION PER UL DESIGN

STEEL BEAM REF. STRUCT

05 /A4.13

CAST STONE BAND.

10 /A4.11

BRICK SOLDIER COURSE 11 /A4.11

CAST STONE HEADER EXTERIOR SHEATHING

5' - 4"

RATED SHAFT WALL REF. LIFE SAFETY PLANS

BRICK MASONRY

SECOND FLOOR 114' - 0"

BRICK SOLDIER COURSE

COMPOSITE CONCRETE FLOOR DECK SYSTEM REF. STRUCT

SECOND FLOOR 114' - 0"

06 /A4.11

SECOND FLOOR 114' - 0"

FIRE SAFING INUSULATION PER UL DESIGN

08 /A4.11 BATT INSULATION

STEEL BEAM REF. STRUCT

05 /A4.13

CAST STONE BAND

COMPOSITE CONCRETE FLOOR DECK SYSTEM REF. STRUCT

2' - 8"

08 /A4.11

2' - 8"

08 /A4.11

2' - 8"

8' - 8"

BRICK MASONRY

5' - 4"

6' - 0"

BATT INSULATION

RATED SHAFT WALL REF. LIFE SAFETY PLANS

ALUMINUM STOREFRONT SYSTEM

05 /A4.12

45TH ST. AND TRIANGLE AVE.

CAST STONE BAND

CENTRAL TEXAS REHABILITATION HOSPITAL

ROOF LEVEL 142' - 0"

STEEL BEAM REF. STRUCT

BRICK MASONRY

CAST STONE HEADER 10 /A4.11

ALUMINUM STOREFRONT SYSTEM

RATED SHAFT WALL REF. LIFE SAFETY PLANS

11 /A4.11

FIRST FLOOR 100' - 0"

2' - 8"

SLOPE AWAY FROM BUILDING

CONCRETE SLAB/GRADE BEAM REF. STRUCT

01 /A4.11

FIRST FLOOR 100' - 0"

SLOPE AWAY FROM BUILDING

SITE PAVING REF. CIVIL

SITE PAVING REF. CIVIL BRICK LEDGE REF. STRUCT

CONTINUOUS VAPOR BARRIER UNDER SLAB, TYP.

10 /A4.12

SLOPE AWAY FROM BUILDING .

FIRST FLOOR 100' - 0"

SITE PAVING REF. CIVIL

CONTINUOUS VAPOR BARRIER UNDER SLAB, TYP.

BRICK LEDGE REF. STRUCT

03 /A4.12

CONCRETE SLAB/GRADE BEAM REF. STRUCT

2' - 8"

03 /A4.11

2' - 8"

SLOPE AWAY FROM BUILDING

5' - 4"

BRICK SOLDIER COURSE

CONCRETE SLAB/GRADE BEAM REF. STRUCT

Revisions:

ALUMINUM ENTRY SYSTEM 08 /A4.13

HM DOOR AND FRAME REF. DOOR SCHEDULE 7' - 4" M.O.

8' - 0"

CONTINUOUS VAPOR BARRIER UNDER SLAB, TYP.

BRICK MASONRY

BRICK MASONRY BATT INSULATION BATT INSULATION

03 /A4.11

8' - 0"

7' - 4"

05 /A4.12

BATT INSULATION

CONCRETE SLAB/GRADE BEAM REF. STRUCT

BRICK SOLDIER COURSE

FIRST FLOOR 100' - 0"

SITE PAVING REF. CIVIL

CONTINUOUS VAPOR BARRIER UNDER SLAB, TYP.

BRICK LEDGE REF. STRUCT

CONCRETE SLAB/GRADE BEAM REF. STRUCT

SLOPE AWAY FROM BUILDING

FIRST FLOOR 100' - 0"

SITE PAVING REF. CIVIL

CONTINUOUS VAPOR BARRIER UNDER SLAB, TYP.

EXTERIOR WALL SECTION

A4.02

SCALE: 3/8" = 1'-0"

A4.02

SCALE: 3/8" = 1'-0"

A4.02

SCALE: 3/8" = 1'-0"

A4.02

SCALE: 3/8" = 1'-0"

A4.02

SCALE: 3/8" = 1'-0"

Drawn By:

Checked By:

Date:

FEBRUARY 22, 2011

Project Number:

2010-052

Sheet No.

A4.02 EXTERIOR WALL SECTIONS

FLOOR PLAN GENERAL NOTES D

D.4

8' - 11"

999

FFE = 92'-10"

3X3 ACCESS HATCH ABOVE

FFE = 94'-8"

8. RECESSED ITEMS (GREATER THAN 16 SQ. IN.) IN RATED AND/OR SMOKE WALLS, INCLUDING ELEC. PANELS, ELEC. DUCTS, MED GAS VALVE BOXES, FIRE EXT. CABINETS, ETC. SHALL BE BACKED WITH 5/8" TYPE "X" GYP. BD. TO MAINTAIN RATING FOR WALL, REF: A6 SERIES FOR DETAILS.

2.8

SUMP PIT SUMP PIT

10' - 8"

7. PIPING LOCATED ABOVE GRADE AND INSIDE THE BUILDING SHALL BE CONCEALED IN FURRED SPACES WITH THE EXCEPTION OF PIPING IN STAIRWAYS EQUIPMENT ROOMS, SHELL SPACES AND MEP SUPPORT SPACES. THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO PROVIDE FURRING FOR PIPING INSTALLED IN FINISHED AREAS.

MECH PIT VENT SHAFT

CONTINUOUS VAPOR BARRIER UNDER SLAB, TYP.

POOL MECH PIT

A1.01

SCALE: 1/8" = 1'-0"

FRAME AND FINISH WALL ABOVE AND BELOW DISHWASH MACHINE SO AS TO COMPLETELY SEPARATE WARE WASH FROM KITCHEN.

LOCATION OF WATER COOLED REFRIGERATION SYSTEM ABOVE FREEZER- PROVIDE TWO (2) 2'-0" X 2'-0" ACCESS PANELS IN WALL ABOVE FREEZER.

WALL PARTITION TAG REF: SHEET A5.01

CONCRETE FLOOR AND TILE OVER RECESSED FREEZER/REFRIGERATOR PANELS REFER TO DIETARY / STRUCTURE.

CARD READER BY OWNER'S SECURITY VENDER

RECESSED SLAB FOR QUARY TILE INSTALLATION - REFER TO STRUCT.

METAL LOCKERS WITH SLOPED TOP

DOOR IDENTIFICATION REF: SHEET A5.03 FOR DOOR SCHEDULE

1000

6. AT EACH SINK LOCATION PROVIDE & INSTALL (1) TA-2 PAPER TOWER DISPENSER AND (1) TA-8 CONTRACTOR FURNISHED SOAP DISPENSER UNLESS INDICATED OTHERWISE.

19' - 10"

17' - 2"

POOL MECH PIT

998

COLUMN AND/OR PLUMBING LOCATION. PROVIDE MINIMUM FURRING AS REQUIRED. (UNLESS SHOWN OTHERWISE)

03 SECTION TAG

01/ A4.01

4. FOR FURTHER DIMENSIONS, SEE LARGE SCALE PLANS, SECTIONS, ELEVATIONS AND DETAILS.

ELEV PIT

ALIGN INTERIOR PARTITION WITH INTERIOR FINISH FACE OF EXTERIOR WALL.

Ascension Group

ELEVATION TAG

01/ A3.01

3. DIMENSIONS SHOWN ON THE FLOOR PLANS ARE FROM CENTERLINE OF COLUMNS TO FACE OF FINISH INTERIOR WALLS AND TO INSIDE FACE OF EXTERIOR WALLS UNLESS OTHERWISE INDICATED OR DETAILED.

LADDER

NEW PARTITION - TYPE A2 U.N.O. STRUCTURAL COLUMN - REFER TO STRUCT.

2. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATIONS FROM THE ARCHITECT.

NOTES BY NUMBER

FLOOR PLAN LEGEND

1. PARTITION TYPES ARE SHOWN ON A5.01. REF: G1.00 SERIES FOR ADDITIONAL FIRE RATED & SMOKE TIGHT WALL LOCATIONS AND ENLARGED PLANS FOR ADDITIONAL PARTITION TAGS. ALL PARTITIONS ARE TYPE "A2" UNLESS OTHERWISE NOTED.

27' - 7" 18' - 8"

AUTOMATIC OPERATOR PUSH PAD

FEC

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER BRACKET MOUNTED

Ascension Group

Architects LLP Architecture Planning Interior Design

1250 E. Copeland Rd. Suite 500 Arlington, Texas 76011 tel 817.226.1917 fax 817.226.1919 www.ascensiongroup.biz

D.4

CART WASH

SLAB DEPRESSION FOR SHOWER LOCATIONS - REF. STRUCT

9. CAULK AT JUNCURE OF INTERIOR FACES OF DOOR FRAMES, VIEW WINDOW FRAMES, EXT. WINDOW FRAMES, CABINET WORK AND CASEWORK WITH ADJACENT MATERIALS EVEN THOUGH JOINT MAY NOT BE VISIBLE.

POOL MECH PIT ACCESS HATCH

10. PROVIDE ONE TA-15 MOP/BROOM HOLDER AT EACH JANITOR'S CLOSET WITH FRP SURROUND AT UTILITY SINK .

WALK OFF MAT - REF INTERIORS

1' - 6"

01 /A4.14

11. APPLY CEMENTITIOUS SPRAYED ON FIRE PROOFING ON ALL STRUCTURAL MEMBERS AS SPECIFIED TO MEET REQUIRED FIRE RATINGS. 01 / A4.01

D.4

G.6

03 / A4.05

1' - 1"

1' - 6"

01 /A4.14

02 /A4.14

03 /A4.14

FIRE SAFING INSULATION

01 / A3.01

215' - 8" (OVERALL) 30' - 0"

27' - 10"

23' - 0" 1' - 10"

28' - 0"

12' - 4"

19' - 8"

28' - 0"

27' - 10"

11' - 0"

5' - 10"

4' - 0"

1' - 4" 04 / A4.01

03 / A4.01

10"

ROOF LEVEL 142' - 0"

FOR BIDDING ONLY NOT FOR CONSTRUCTION

21' - 10"

7' - 8"

15' - 10"

1' - 6"

FIRE SAFING INUSULATION PER UL DESIGN

ROOF LEVEL 142' - 0"

04 /A4.13

FOR BIDDING ONLY NOT FOR CONSTRUCTION

HR WAITING

2' - 4"

STAFF LOUNGE

HR MANAGER

06 / A2.10

1032

10' - 10"

9' - 0"

10' - 2"

13' - 3"

5' - 4 1/2"

5' - 4"

7' - 11 1/2"

27' - 10"

5' - 5"

13' - 3 1/2"

02 / A4.04

1070

1071B

12' - 4 1/4" C1

1086 07 C1 DIETARY STAFF LOCKERS/ TLT 1086

1087 TRASH HOLD 1087

1088

1089

A.5

A.8

28' - 0"

02 / A3.01

21' - 7 7/8"

2' - 7 7/8"

6' - 4 1/8"

AUSTIN, TX 45TH ST. AND TRIANGLE AVE.

45TH ST. AND TRIANGLE AVE.

19' - 10"

CENTRAL TEXAS REHABILITATION HOSPITAL

2' - 0"

02 /A4.13

STEEL BRACING REF. STRUCT

AUTOMATIC ALUMINUM ENTRY SYSTEM

Revisions:

CEILING AS SCHEDULED ALUMINUM CURTAINWALL SYSTEM

1000

01 /A4.12

CONCRETE SLAB/GRADE BEAM REF. STRUCT

FIRST FLOOR 100' - 0"

CONCRETE SLAB/GRADE BEAM REF. STRUCT

FIRST FLOOR 100' - 0" 01 /A4.12

CONTINUOUS VAPOR BARRIER UNDER SLAB, TYP.

SITE PAVING REF. CIVIL

01 /A4.12

CONCRETE SLAB/GRADE BEAM REF. STRUCT

SLOPE AWAY FROM BUILDING

FIRST FLOOR 100' - 0"

SITE PAVING REF. CIVIL

CONTINUOUS VAPOR BARRIER UNDER SLAB, TYP.

CONCRETE SLAB/GRADE BEAM REF. STRUCT

SLOPE AWAY FROM BUILDING

FIRST FLOOR 100' - 0"

SITE PAVING REF. CIVIL

CONTINUOUS VAPOR BARRIER UNDER SLAB, TYP.

EXTERIOR WALL SECTION

A4.04

SCALE: 3/8" = 1'-0"

A4.04

SCALE: 3/8" = 1'-0"

A4.04

SCALE: 3/8" = 1'-0"

A4.04

SCALE: 3/8" = 1'-0"

Drawn By:

Checked By: Date:

PW FEBRUARY 22, 2011

Project Number:

2010-052

5.1

04/A10.01

09 /A2.01

Sheet No.

1' - 6"

32' - 0"

SECOND FLOOR 114' - 0" 08 /A4.11

01 /A4.13

ALUMINUM CURTAINWALL SYSTEM

Drawn By:

2' - 8"

SECOND FLOOR 114' - 0"

BRICK MASONRY

Revisions:

02 / A4.05

RECEIVING/ BREAKOUT 1089

FIRE SAFING INSULATION

02 /A4.13

STEEL FRAMING REF. STRUCT

06 C1

CAST STONE PARAPET CAP

TAPERED INSULATION BASE INSULATION

COMPOSITE CONCRETE FLOOR DECK SYSTEM REF. STUCTURE

03 / A4.05

01 / A4.06

C1 JAN. 1088

ROOF DRAIN - REF. MEP

SECOND FLOOR 114' - 0"

VESTIBULE

S-02 K1

02 / A4.06

28' - 0"

SECOND FLOOR 114' - 0"

01 / A4.05 STAIR

6' - 1"

05 /A4.12 01 /A4.14

CONCRETE CURB REF. STRUCT

METAL ROOF DECK

1071

1085 DIETARY OFFICE

THRU WALL FLASHING

09 /A4.11 06 /A4.14

1' - 6"

VESTIBULE

C1 CR

1091

1090

4' - 2 7/8"

ALUMINUM CURTAINWALL SYSTEM

MOISTURE BARRIER

1070A

1071A

05 WALK IN FRIDGE

08 /A4.12

BASE INSULATION

1073

1092

DRY STORAGE C1 1090 06

BATT INSULATION

TAPERED INSULATION

ALUMINUM CURTAINWALL SYSTEM

2' - 6"

1073

3.3

04 /A4.13

04 /A4.14

STEEL CANOPY FRAMING REF. STRUCT

BATT INSULATION

GENERAL STORAGE

1096

FREEZER C1

1085

1' - 4"

8' - 0"

4' - 0"

CLR.

STRETCHER ALCOVE C1

COMM ROOM

10' - 0"

8" 7' - 4"

8' - 0"

THIRD FLOOR 128' - 0" 08 /A4.11

03 / A3.06

CENTRAL TEXAS REHABILITATION HOSPITAL

20' - 8" 1' - 6"

10"

9' - 6"

25' - 2 1/8"

1' - 6"

27' - 8"

11' - 0"

5' - 10"

Checked By: Date:

A4.04

EN FEBRUARY 22, 2011

Project Number:

21' - 10"

2010-052

EXTERIOR WALL SECTIONS

215' - 4" (OVERALL)

8' - 0" 8' - 0"

08/A2.01

1072

116' - 8" (OVERALL)

8' - 8 5/8"

CORRIDOR

1075

1069

4' - 0" 2' - 8"

WORK 14/A2.04

1068

3 02 / A3.02

THIRD FLOOR 128' - 0"

BRICK MASONRY

19' - 10"

7' - 6"

EMERGENCY ELEC. C1 C1 1074 12/A2.04

1080

1049

8' - 0" 1078

1078

13' - 4"

MAIN C1 C1 ELECTRICAL 1075 C1

1083

1081

CLR.

8' - 0"

9 5/8" 1077

KITCHEN

SERVERY

JAN.

10' - 0"

VACUUM/ COMPRESSOR

1081

06 07 / A2.10

1048

6' - 0"

1' - 2"

2' - 8" 08 / A2.10

DINING

1' - 4"

AUSTIN, TX

3' - 2"

1' - 2 1/2"

4' - 9"

5 1/8" 6' - 7 3/4"

06 DISH WASH

3' - 7" CLEAN DISH

2.8

1069 1070B

03 / A4.06

04 / A4.06

1' - 6 1/2" 3' - 10 1/2"

1' - 2 1/2"

3' - 1"

11' - 0"

4' - 3" 1' - 2 1/2"

11' - 5 1/8"

MEDICAL RECORDS

1' - 5 1/2"

5' - 4" 2' - 0 1/2"

01 / A4.07

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

05/A2.01

02 18

02 / A4.07

3' - 2 1/2"

3' - 9"

5' - 11 1/2" 4' - 0 1/2" 1' - 6"

5' - 2"

1029

1027

1024A 19

1068 ENGINEER'S OFFICE C1

1077

1054

8' - 6"

16' - 8 1/2"

12' - 0 1/4"

1024

UNISEX SHOWER/ TLT. RM.

1053

1051

05 / A2.10

1027

VESTIBULE

1023

1079

8' - 0"

1067

13/A2.04

CLR.

1074

1083

1054

THERAPISTS

TREATMENT ROOM

CLR.

1032

10' - 3"

1026

1024B

STORAGE

1082

11 /A2.04 1051

8' - 0"

STORAGE

1084

CART WASH

10/A2.04

7' - 9 3/4"

1066

1067B

8' - 0"

06 /A4.11 THIRD FLOOR 128' - 0"

BATT INSULATION

30' - 0"

7' - 7"

6' - 5 5/8"

1022

1023

04 / A4.07

03 / A4.07

SERVICE ELEVATOR E-003 J2 J2 J2

SOILED DISHWASH

MED GAS CYLINDER

1066

11' - 4 7/8"

12' - 4 7/8"

5' - 10 7/8"

1047

03/A2.01

8' - 0"

1025 1029

09/A2.04

3' - 10"

1050

2' - 2 1/2" 13' - 4 7/8"

1034

10' - 1 7/8"

1025 CR

1084

OUT-PATIENT THERAPY

CORRIDOR

1034

1033

02 1033

8' - 4 7/8"

6' - 5 1/4"

01 / A4.04

RECEIVING

7' - 5 1/4"

4' - 6 3/4"

1079

7' - 8 3/4"

CLR.

1031

PAT. TLT.

LAB

STAFF TLT/ SHOWER 1031

1030

CORRIDOR

4.8

5.1

1030

1028

1026 ADMIN ASSIST

8' - 0 5/8"

4' - 10 7/8" 5' - 10 7/8"

4' - 8" 24' - 8"

6' - 4" 7' - 6"

1021

STAFF LOCKERS

1028

12' - 9 5/8"

1021

CEO OFFICE

05 /A2.04

9 7/8"

8' - 0"

6' - 2"

1022

5' - 3 1/4"

CLR

1' - 2"

1020

1052

8' - 9 7/8" K1

7 5/8"

MEDICAL DIRECTOR

3' - 6"

8' - 7 5/8"

8' - 10 3/4"

7' - 11"

2' - 6"

O.H.

8' - 2 5/8" CORRIDOR

6' - 0"

08/A2.04

02 /A2.01

1020

1093

1063

1062

1061

1067C

01 C1

2' - 0 1/2"

1041

7' - 10 5/8"

4' - 7 1/2"

09 /A4.11 THIRD FLOOR 128' - 0"

1' - 6"

1040

6' - 1"

1061

6' - 11"

1052

1' - 8"

1067A

3' - 6" 1065

9' - 1 3/4"

CLEAN LINEN

EMERGENCY TREATMENT

PAT TLT

1056

11 7/8"

1063

05 /A4.12

C1 1064

07/A2.01

09 SHOWER

DOCK

1065

1064

8' - 5 1/4"

1038

INFECTION CONTROL/ EMPLOYEE HEALTH

1060

06 /A2.01

MECHANICAL

9' - 2"

PHARMACY

1018

1019

1059

1072

SOILED LINEN C1

6' - 2"

WORK CENTER

1019

SUB- WAIT

12 / A2.10

1057

CLR.

1035

1036

LOCKERS

C1 PAT TLT/ SHOWER

10 /A4.11

08 /A4.11

1062

19' - 8"

19' - 0"

10"

DIRECTOR OF NURSING

1037

HOOD ROOM

ANTE 1041 ROOM

10 / A2.10

1' - 0 3/4"

07/A2.04

11 / A2.10 O.H. MENS

1' - 6"

03 / A4.03

CLR

11 / A2.10

WOMENS

1040

8' - 0"

11' - 4"

1093

9' - 0"

01 / A4.08

9' - 2 1/4"

CLR.

1035

C1 PHARMACY OFFICE

1037

1055

1094

04/A2.01 8' - 0"

9999

1059

5' - 4"

12' - 8 1/8"

24' - 0"

27' - 10"

11' - 11 7/8"

E-002

THERAPY POOL

VENDING

10' - 0"

CORRIDOR

HC DRESS

1058

3' - 8"

1039

09 / A2.10

4' - 5 3/8"

1039 NARC

1007 20

1046

10' - 0"

1036

1' - 2"

25' - 0"

DRESS 1058

ELEVATOR

1046

7' - 4" 06 /A2.04

1038

CORRIDOR

02 / A4.03

5' - 0"

COPIER

1' - 8 3/4"

1042

1' - 5" 10

E-001

03 / A2.10

C1 1045

1042

7' - 1"

1017

7' - 10 3/4"

1044 01 /A2.01 CORRIDOR

04 /A2.04

1' - 6"

1' - 0"

7' - 10"

01 / A4.03

5' - 0"

9' - 0"

8' - 4 1/2"

1043

2' - 6 1/2" 11' - 4"

9 7/8"

9 5/8" 1016

13' - 7"

ELEVATOR

J2 QUALITY CONTROL OFFICE

1045

JAN

8' - 0"

1' - 4"

1016

01 /A2.04

CONFERENCE ROOM

1043

1015

SUB WAIT

1017

02 / A2.10

05 / A4.02

4' - 10 7/8"

RECEPTION

1014

DIRECTOR OF CLINICAL SERVICES

1000B

1095

ACCOUNTS PAYABLE

1009

1044

5' - 0"

PHYS OFFICE

8' - 1"

W.C. ALCOVE

TLT ROOM

5' - 2 7/8"

5' - 6"

1006B

1009

19' - 0 1/8" 04 / A4.02

CLR

4' - 0" 1010

02 / A4.08

1006A

7' - 2"

SUB-WAIT

CLR

29' - 10"

24' - 0"

03 /A2.04

26' - 0"

AMBULANCE DROP OFF

02 /A2.04

1011

1014

04 / A4.04

07/A10.01

2' - 2 3/4" 5' - 8 7/8"

1011

6' - 4 7/8"

EXAM ROOM

1012

1' - 10" 2' - 0" 02 / A4.01

1000

1005

4' - 7"

4' - 8"

EXAM ROOM

1012

116' - 8" (OVERALL)

ADMIT

01/A10.01

02 10

1013

01 / A3.02

7' - 7"

1006

STORAGE 1013

MARKETING 1008B

9' - 5 3/8"

11' - 6"

1' - 2"

VESTIBULE

WAITING 1001

16' - 0"

11 04 / A2.10

8' - 1 1/4"

1003

01 / RECEPTION A2.10 1002

4' - 7 3/8"

8' - 9"

BUS OFFICE DIRECTOR

1003

1004

2' - 11 7/8"

WORK

6' - 6 5/8" 3' - 3 1/2"

12' - 4 7/8"

1' - 6"

7 7/8"

1008A

1008

9' - 2"

COPIER

03 / A4.04

VESTIBULE

S-01

CLR.

01 / A4.02

S-01A

STAIR

9' - 2"

02 / A4.02

1.2

9' - 5"

03 / A4.02

4' - 10"

01 / A4.01 01

Sheet No.

E.8

F.1

G.6

FIRST FLOOR PLAN

A1.01

SCALE: 1/8" = 1'-0"

A1.01 FIRST FLOOR PLAN

FIJI MEDICAL CENTER PROPOSAL (Sample Renderings)

Dallas, TX Revit, 3ds Max, Photoshop

CANCER CENTER AT FIJI

ASSISTED LIVING FACILITY AT FIJI

M atthew J oseph L opez 2041 Spruce Street Apt. #1R Philadelphia, PA mlope@design.upenn.edu 817.800.2530

EDUCATION University of Texas at Arlington Bachelor of Science in Architecture. August 2012 University of Pennsylvania M.Arch Candidate 15â&#x20AC;&#x2122; WORK EXPERIENCE

Ascension Group Architects

Project Intern From December 2007 to July 2013.

Rogue Architects

Project Intern August 2012 September 2012

SKILL HIGHLIGHTS AutoCAD, Revit, Autodesk 3ds Max, Maya, Maxwell, Rhino 3d, Grasshopper, Keyshot, Final Cut Pro, Adobe Flash , Adobe Photoshop, Adobe Illustrator, Adobe InDesign, Adobe Premiere