JD Avila 2017 Portfolio by Joseph Avila

JDA joseph daniel avila architecture portfolio

rchitecture

JDA

rchitecture

JOSEPH DANIEL AVILA

Master of Architecture 2015 University of Houston | Gerald D. Hines College of Architecture Bachelor of Science in Architecture 2013 University of Texas-San Antonio | College of Architecture

Content

Student Work 01

MIDTOWN GRILL

ARCHITECTURE CENTER HOUSTON

Mixed-Use Apartment Complex

Commercial Headquarters

HABITAT FOR HUMANITY Competition

Professional Work 23 31 35

TOWN CREEK HOUSING

Residential

RENOVATION OF BUILDING 4015

Government

SAN ANTONIO CITY HALL

Competition

Personal Work 45

MISCELLANEOUS

Renders, sketches, photography, and art

MIDTOWN GRILL + TOWER Mixed Use Apartment Complex

Houston, Texas Critic: Rafael Longoria

This mixed-use apartment complex on Main Street and Berry Street in Houston, directly in front of the light rail stop for the Ensemble Theatre and Midtown, attempts to predict what the future of Houstonâ&#x20AC;&#x2122;s Midtown may look like while also acting as a transition in scale from the current scale of the surrounding buildings to the predicted high density residential buildings which are likely to be attracted to this area. The skin of the building is composed of a fine metal mesh, which serves two functions. Firstly, the mesh allows floor to ceiling glass in every residential unit while providing privacy from the street below. Secondly, the mesh gives the building two very different characteristics between day and night. During the day, the mesh allows light to penetrate the building causing the building to appear monolithic, while at night the mesh lets light out of the building and acts as an ornament in the urban landscape. The faĂ§ade also has operable panels along the balconies of each unit allowing for the user to decide on the amount of sunlight to enter the balcony. A small floor plate was chosen as it allows every unit on the floor to be a corner unit with multiple spectacular views to the Medical Center or towards Downtown Houston. The building is designed with the high end user in mind, therefore the prospective user is either a young professional with a high level of income or early retirees. There are 40 available units in the residential tower portion with half of the units being two-bedroom units and the other half being single-bedroom units. The stepped rooftop amenities areas allow for great views of downtown Houston and Main Street.

Conceptual Diagram Plan

Typical Floor - Enlarged

Conceptual Diagram Section

Site Plan

First Floor

5th - 13th Floor

Vegitated Layer Moisture Barrier Aeration Layer Insulation Root Barrier Concrete Deck

3” Steel Channel 3” C-Joist Steel Mesh 4th Floor

Concrete Topping Rigid Insulation Concrete Deck 3rd Floor

Concrete Deck Rigid Insulation Gravel Earth 2nd Floor

Section B

Section C

ARCHITECTURE CENTER HOUSTON Commercial Headquarters Houston, Texas Critic: Fernando Brave The new headquarters for Architecture Center Houston and the Houston chapter of the American Institute of Architects is designed to celebrate the architecture profession and promote architecture to the general public. Architecture can be viewed in three different aspects: providing usable spaces for the public, the work behind the designs and the management portion of each design. Each of these levels are on display to the public. The first level provides an open cafe and outdoor area to the public. The second level is comprised of a gallery to display the work of architects and designers, a classroom and an auditorium. The gallery is positioned so that all the other functions of the building gravitate around it so that the work being displayed is nearly always in the line of sight of a viewer. An additional advantage of the gallery being double height is, as it is a main point of circulation, it allows hot air to exit the building vertically. There are also several sustainable features utilized such as a raised flooring, which saves on energy when compared to traditional roof mounted HVAC systems. A green roof was also utilized which lowers the roof temperature and in turn allows for less energy use on HVAC by reducing the cooling load of the building. In addition, photovoltaic panels are mounted on the roof to reduce the dependency on the city power grid.

Museum District Residential Green Space Retail Site

Site Context

11 Basement Level

Process Sketches

First Floor

Permeable site reduces rainwater runoff

Fly-ash concrete exterior panels

LED lighting utilized throughout building

Green roof reduces thermal load in building

Second Floor

Third Floor

East Elevation Vegetation 8 in. soil Filter fabric Drainage Rigid insulation 3 in. concrete 2 in. metal deck W 16x67

Cross Section

North Elevation Fly-ash concrete panel Weld Plate Building paper Rigid insulation Plywood sheathing Gypsum board

Longitudinal Section

HABITAT FOR HUMANITY Housing Competition

San Antonio, Texas Critic: Azza Kamal In collaboration with Christopher Stolpa The site is located at 1601 Loma Vista, San Antonio, Texas. It is currently a vacant lot that is 33â&#x20AC;&#x2122; wide and 75â&#x20AC;&#x2122; long and has a land value of $7,000. The home is a 1062 square foot home with three bedrooms, one and a half bath, kitchen and living room. On the ground floor the living and kitchen areas can be interchanged and upstairs the guest bedroom can be converted to an office or be combined with the adjacent bedroom. The design concept of the home came from a need to optimize natural resources such as solar energy and rainwater. The roof is sloped towards the south for potential Photovoltaic panels, which were sized to power 40% of the homes energy. Glazing is concentrated on the north side of the home for indirect natural lighting. Windows were also positioned on the south east to allow for natural ventilation in the summer. The structure of the house is Structural Insulated Panels as they are two to three times stronger than traditional stick framing, energy efficient and environmentally responsible with home heating savings of 50% and easy to build which minimizes construction cost. The site is landscaped with vernacular plants that are evergreen and seasonal which are dynamic and change with the seasons. 16

JDA 21

rchitecture

Professional Work

TOWN CREEK HOUSING Residential New Braunfels, Texas Client: Williams-Hirsch Builders Current phase: Under Construction iM-Studios was recently approached by Williams-Hirsch Builders to provide Architectural Design Services for five new homes in a new development in New Braunfels, Texas. After a design charrette with the client and the principal architect of iM-Studios, I worked on a team of three members to develop the designs of the homes. Our design attempted to increase the feeling of community amongst the new residents. This was achieved through the inclusion of generously sized porches and by inverting the typical entry pattern with the main entry of the homes opening to a communal green space, while the garage was positioned toward the street. The homes are currently under construction.

PERMIT DRAWINGS CONDITIONED FIRST FLOOR SECOND FLOOR TOTAL

1408 SF 745 SF 2153 SF GROSS TOTAL

UNCONDITIONED GARAGE 465 SF PORCH 369 SF

2987 SF

Town Creek: Laurel 1 Axonometric

2- 26 66 DH W/ HEADER @ 80

26 66 DH W/ 2- 26 66 DH2-W/ HEADER HEADER @ 80 @ 80

8' - 10"

11' - 0"

9' - 1 1/4"

2' - 8"

5' - 10" 2- 20 60 DH W/ HEADER @ 80 2' - 6"

2 8 611

20 68

11' - 10"

2' - 8"

3' - 0"

3' - 10"

12' - 2"

3' - 0"

3' - 6"

LOFT 12' - 2'' X 11' - 10''

3' - 9"

40' - 6"

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

3' - 0"

9/ A9.1

LOFT 12' - 2'' X 11' - 10''

3' - 7"

3' - 0"

11' - 10"

3' - 10"

5' - 10" BOOKCASE

BOOKCASE

31' - 8"

26 68

28 68

20 68

2' - 0"

2 0 68

20 68

1' - 0"

19' - 10"

1' - 0"

2' - 8"

2' - 4"

ATTIC (UNFINISHED) 2' - 8"

2' - 0"

2' - 4"

2 0 68

CONTINUOUS HANDRAIL 10' - 2"

3' - 7"

1-H RATED EXTERIOR WALL AREA

26 40 DH W/ HEADER @ 80

7' - 1"

8/ A9.1 BATHROOM

7' - 3"

8' - 8"

COVER SHEET/SITE PLAN

SHEET

2- 26 66 DH W/ HEADER @ 80

A1.0

FIRST FLOOR 1,408 SF

Laurel 1 First Floor Plan

FIRST FLOOR 1,408 SF

5' - 3 3/8"

8" 2' - 0"

BEDROOM 2 15' - 3'' X 11' - 4'' 11' - 0" C.H.

11' - 4"

11' - 0" C.H.

11' - 0"

BEDROOM 2 15' - 3'' X 11' - 4''

11' - 4"

11' - 0"

2' - 0"

UP 15' - 3"

2- 30 50 DH W/ HEADER @ 86 5' - 6"

2- 30 50 DH W/ HEADER @ 86

3' - 6" 15' - 11"

UP 15' - 3"

3' - 10"

26 40 DH W/ HEADER @ 80

BLDG. NO. :

3' - 10"

26 40 DH W/ HEADER @ 80

3' - 8"

28 68

11' - 10"

16-0018

OWNERS PROJECT NUMBER: B

BOOKCASE

CHECKED BY : TAB

3/16" = 1'-0"

2 8 611

A5.0

3' - 1"

20 68

28 68

ATTIC (UNFINISHED)

DRAWN BY : JDA

1 1/2"

SCALE:

3' - 10"

26 30 DH W/ HEADER @ 80

1 SITE PLAN

Date

7' - 1"

26 68

DATE : 09/30/16

CONCRETE SIDEWALK UP

Description

"A/E" PROJ. NO. -

PROPERTY LINE

FAMILY ROOM 16' - 10'' X 16' - 11''

9/ A9.1

Â© These documents can not be copied or reproduced without written consent from "iM Studios, LLC"

19/ A9.1

FAMILY ROOM 16' - 10'' X 16' - 11''

8/ A9.1 BATHROOM

2 A5.0

BEDROOM 3 13' - 10" X 11' - 0''

20 68

28 68

REVISIONS No.

BEDROOM 3 13' - 10" X 11' - 0''

3' - 8"

09/30/16

19' - 10"

GAS

19/ A9.1

GAS

5/ A9.1 12/ A9.1

26 46

5' - 0"

26 46

E OF T

BOOKCASE

9 3/8"

11' - 0" C.H.

12' - 2"

3' - 1"

5' - 6"

13' - 9 1/4"

A5.0

3' - 9"

26 68

OPTIONAL WALL

SETBACK

5/ A9.1

12/ A9.1

26 40 DH W/ HEADER @ 80

26 30 DH W/ HEADER @ 80

26 68

OPTIONAL WALL

15342

A5.0

15' - 0"

COVERED PORCH

THO

REG 1-H RATED EXTERIOR WALL AREA

26 60 DH W/ 26 60 DH W/ 26 60 DH W/ HEADER @ 80 HEADER @ 80 HEADER @ 80

18/ A9.1

10' - 0"

20/ A9.1

1-H RATED EXTERIOR WALL AREA

26 60 DH W/ 26 60 DH W/ 26 60 DH W/ HEADER @ 80 HEADER @ 80 HEADER @ 80

15/ A9.1

18/ A9.1

17/ A9.1

2/ A9.1

15/ A9.1

17/ A9.1

2/ A9.1

26 40 DH W/ HEADER @ 80

16/ A9.1

20/ A9.1

15' SETBACK

DINING ROOM 13' - 6'' X 10' - 8"

S A. BA

16/ A9.1

DINING ROOM KITCHEN X 10' 13'13' - 6''- 6'' X 16' - 4''- 8"

3' - 0"

3' - 0" 1' - 6 1/2"

KITCHEN 13' - 6'' X1 16' - 4'' A5.0

3' - 6 1/2"

R E D A RC H KE

1/ A9.1 14/ A9.1

1/ A9.1 4' - 6 1/2" 14/ A9.1

A5.0

6' - 6 1/2"

9' - 8"

3 0 80

GAS

IT E

GAS

1-H RATED EXTERIOR WALL AREA

3 0 80

SEAL INSERTION

1 1/2"

10/ A9.1

11/ A9.1

1 1/2"

2' - 6"

3' - 8 1/4"

6/ A9.1

10/ A9.1

13' - 9 1/4"

5' - 3"

3' - 6" 2- 30 50 DH W/ HEADER @ 86

9 3/8"

11' - 0" C.H.

2' - 2 3/4"

11/ A9.1

14' - 6"

5' - 3" 5' - 6"

5' - 6"

2- 20 60 DH W/ HEADER @ 80

8 1/4" 3' - 0"

2- 2 6 DH W/ HEADER @ 80

A5.0

4/ A9.1

28 80

5' - 3 3/8"

3' - 6" 2- 30 50 DH W/ HEADER @ 86

9' - 1 1/4"

2 28 80

14' - 6" 5' - 6"

0 0

7/ A9.1 UTILITY ROOM 7' - 6" x 6' - 4"

25' - 0 3/8"

25' - 0 3/8" 5' - 3 3/8"

3' - 7"

1 1/2"

A5.0 CLOSET 7' - 11'' X 9' - 4''

3' - 0" 8 1/8"

6/ A9.1

9' - 8"

26 40 DH W/ HEADER @ 80

1-H RATED EXTERIOR WALL AREA

2 28 80

28 80

CLOSET 7' - 11'' X 9' - 4''

GAS

W 6' - 4 5/8"

7/ A9.1 UTILITY ROOM 7' - 6" x 6'2 6- 4" 80

26 80

BLOCK 4 LOT 9

BLOCK 4 LOT 8

3/ A9.1

26 40 DH W/ HEADER @ 80

GAS

W 6' - 4 5/8"

M. BATH 26 80

1 1/2"

30 50 DH W/ HEADER @ 80

2' - 0 1/4"

24 80

26 40 DH W/ HEADER @ 80

3/ A9.1

1-H RATED EXTERIOR WALL AREA

24 80

MASTER BEDROOM 16' - 2'' X 12' - 4''

M. BATH

3' - 0"

13/ A9.1 24 80

WILLIAMS-HIRSCH NEW BRAUNFELS, TEXAS PERMIT DRAWINGS

SETBACK

13/ A9.1

26 80

4/ A9.1

30 80

30 50 DH W/ HEADER @ 80

90' - 0"

30 80

24 80

BLOCK 4 LOT 10

SETBACK

INSTA-HEAT WATER HEATER

79' - 6 3/4"

GARAGE 21' -0'' X 21' - 0''

5' - 0"

PROPERTY LINE

30 50 DH W/ HEADER @ 80

100' - 0"

INSTA-HEAT WATER HEATER

GARAGE 21' -0'' X 21' - 0''

MASTER BEDROOM 16' - 2'' X 12' - 4''

30 50 DH W/ HEADER @ 80

3' - 0"

TOWN CREEK - LAUREL I

9' - 3 5/8"

PROPERTY LINE

12' - 3 5/8"

HB 1-H RATED EXTERIOR WALL AREA

F F

Owners Name Address Line 1 Address Line 2

2' - 0 1/4"

2' - 6"

3' - 0"

6' - 11"

5' - 6"

5' - 3 3/8"

25' - 0 3/8"

Laurel 1 Second Floor Plan

3' - 6" 3' - 10"

SECOND FLOOR 745 SF

15' - 11"

6' - 11" 9' - 0" C.H. UNLESS NOTED OTHERWISE

25' - 0 3/8"

3' - 10"

DECORATIVE WOOD GABLE BRACKET @ EDGE OF ROOF STANDING SEAM METAL ROOFING SYSTEM CONT. METAL EDGE TRIM

1X4 FIBER CEMENT BOARD FASCIA TRIM (HARDI-BOARD OR EQUAL) WOOD CORBEL (2' - 0" X 2' - 0")

BEDROOM 3 ROOF FRAMING LEVEL 21' - 4" ROOF FRAMING LEVEL 20' - 4"

18" X 60" WOOD SHUTTERS PAINTED BRICK IN RUNNING BOND

STANDING SEAM METAL ROOFING SYSTEM CONT. METAL EDGE TRIM

SECOND FLOOR PLAN 11' - 4" PORCH SOFFIT 9' - 0" WOOD CORBEL (1' - 0" X 1' - 0") (2x6) WOOD TRIM

(2x8) WOOD TRIM FISH SCALE SHINGLE SIDING TAPERED WOOD COLUMNS BRICK COLUMN BASE (TO MATCH FACADE)

FIRST FLOOR PLAN 0' - 0"

Laurel 1 Front Elevation SOUTH ELEVATION 1

SCALE:

1/4" = 1'-0"

This document has been produced from material that was stored and/or transmitted electronically and may have been inadvertently altered. Rely only on final hardcopy materials bearing the consultant's original signature and seal.

STANDING SEAM METAL ROOFING SYSTEM 5 1/2" CLOSED CELL POLYURETHANE SPRAY FOAM INSULATION CONT @ UNDERSIDE OF PLYWOOD ROOF DECK (R-20)

STANDING SEAM METAL ROOFING SYSTEM

ROOF MEMBRANE FLASHING CONT OVER ROOF DECK 5/8" PLYWOOD OR OSB WOOD ROOF DECKING

2X8 WOOD RAFTERS (UNLESS NOTED OTHERWISE) WOOD RAFTERS SPACED 24" O.C. TYP

FIBER CEMENT BOARD FASCIA BOARD (HARDIBOARD OR EQUAL)

BEDROOM 3 ROOF FRAMING LEVEL 21' - 4"

ROOF MEMBRANE FLASHING CONT OVER ROOF DECK

WOOD ROOF JOIST SPACED @ 24" O.C. TYP 5/8" GYPSUM BOARD CEILING

ROOF FRAMING LEVEL 20' - 4" WOOD ROOF JOIST SPACED @ 24" O.C. TYP

1X4 FIBER CEMENT BOARD FASCIA TRIM (HARDI-BOARD OR EQUAL)

2X8 WOOD RAFTERS (UNLESS NOTED OTHERWISE) WOOD RAFTERS SPACED 24" O.C. TYP

5 1/2" CLOSED CELL POLYURETHANE SPRAY FOAM INSULATION CONT @ UNDERSIDE OF PLYWOOD ROOF DECK (R-20)

FIBER CEMENT BOARD FASCIA BEDROOM 3 ROOF BOARD (HARDIFRAMING LEVEL BOARD OR EQUAL) 21' - 4" ROOF FRAMING LEVEL 20' - 4" 1X4 FIBER CEMENT BOARD FASCIA TRIM (HARDI-BOARD OR EQUAL)

5/8" GYPSUM BOARD CEILING WOOD TRIM AT CEILING (2) 2x6 HEADER OVER WINDOW OPENING (UP TO 4' - 0" WIDE)

FIBER CEMENT BOARD SOFFIT (HARDI-BOARD OR EQUAL)

5/8" PLYWOOD OR OSB WOOD ROOF DECKING

FIBER CEMENT BOARD SOFFIT (HARDI-BOARD OR EQUAL)

PAINTED FIBER CEMENT BUILDING SIDING (HARDIBOARD OR EQUAL) 3 1/2" OPEN CELL POLYURETHANE SPRAY FOAM INSULATION (R-13) 5/8" TYPE X GYPSUM BOARD

WOOD BASE TRIM

3 1/2" OPEN CELL POLYURETHANE SPRAY FOAM INSULATION (R-13) 1/2" GYPSUM BOARD @ WALLS (NON-RATED) WOOD BASE TRIM 3/4" T&G PLYWOOD DECKING

3/4" T&G PLYWOOD FLOOR DECKING

SECOND FLOOR PLAN 11' - 4"

PAINTED FIBER CEMENT BUILDING SIDING (HARDIBOARD OR EQUAL)

WOOD FLOOR JOIST SPACED @ 24" O.C. TYP 5/8" GYPSUM BOARD CEILING WOOD TRIM AT CEILING

WOOD WINDOW TRIM

USER ID: JDA

CONT. TYVEK (OR EQUAL) HOMEWRAP AIR & WATER BARRIER MEMBRANE

: 9/30/2016 5:40:41 PM

2X8 WOOD RAFTERS (UNLESS NOTED OTHERWISE) SPACED @ 24" O.C. TYP 4" / 12"

PAINTED FIBER CEMENT BUILDING SIDING (HARDIBOARD OR EQUAL)

WINDOW TRIM

PAINTED FIBER CEMENT BUILDING SIDING (HARDIBOARD OR EQUAL)

3 1/2" OPEN CELL POLYURETHANE SPRAY FOAM INSULATION (R-13) 5/8" TYPE X GYPSUM BOARD

5/8" TYPE X GYPSUM SHEATHING BOARD 2X4 WOOD FRAMED WALL W/ STUDS SPACED 16" O.C.

WOOD BASE TRIM REINFORCED CONCRETE SLAB ON GRADE FOUNDATION - SEE STRUCTURAL DRAWINGS

TREATED 2X4 SILL PLATE

8" MIN

\\10.0.0.162\Data\iM Studios LLC\03_0 PROJECTS\2016\16-0018 Williams Hirsch 2 Houses\05 Models\20160825 Laurel I.rvt

5/8" FLYWOOD OR OSB WOOD ROOF DECKING

DOUBLE PANE WINDOW

WINDOW TRIM

SLOPE GRADE 1" PER 1' - 0" AWAY FROM CONCRETE FOUNDATION ALL AROUND

ROOF MEMBRANE FLASHING CONT OVER ROOF DECK

SECOND FLOOR PLAN 11' - 4"

DOUBLE PANE WINDOW 2

SHEET METAL FLASHING STANDING SEAM METAL ROOFING SYSTEM

WOOD WINDOW TRIM 3 1/2" OPEN CELL POLYURETHANE SPRAY FOAM INSULATION (R-13) 1/2" GYPSUM BOARD @ WALLS (NON-RATED) WOOD BASE TRIM REINFORCED CONCRETE SLAB ON GRADE FOUNDATION - SEE STRUCTURAL DRAWINGS

FIRST FLOOR PLAN 0' - 0"

PAINTED FIBER CEMENT BUILDING SIDING (HARDIBOARD OR EQUAL) CONT. TYVEK (OR EQUAL) HOMEWRAP AIR & WATER BARRIER MEMBRANE 5/8" GYPSUM SHEATHING BOARD 2X4 WOOD FRAMED WALL W/ STUDS SPACED 16" O.C. TREATED 2X4 SILL PLATE FIRST FLOOR PLAN 0' - 0"

Fire Rated Wall Section 1 HR FIRE RATED WALL SECTION 1

SCALE:

3/4" = 1'-0"

Typ Exterior Wall Section TYP. EXT WALL SECTION 2

SCALE:

3/4" = 1'-0"

3 ROOF PLAN SCALE:

1/4" = 1'-0"

Town Creek Green Belt Render 29

WOMEN'S

OFFICE

A.1

15 OFFICE

208

CORRIDOR

FEC

14 PRINT COPY

206

A RELOCATED SCREEN FROM FIRST FLOOR CLASSROOM

TEAM SPACE

204

203

FEC

SENIOR EXEC OFFICE 211

205

IT OFFICE

210

207

MEN'S

EXEC OFFICE

209

202

B CLASSROOM 201

ATTIC SPACE NOT USED

B.1

ATTIC SPACE NOT USED

PLAN NORTH

3 IF-101

SECOND FLOOR FURNITURE LAYOUT 3/32" = 1'-0"

SCALE: 3/32"=1'-0"

NOTE: 1.

TEAM SPACE 103

MEN'S 107

JANITOR'S CLOSET 108 WOMENS 109

STORAGE 105

BREAK ROOM

113

TEAM SPACE 114

18 SIPR CAFE 115

COMM RM 116

TEAM SPACE 111

FEC

CORRIDOR

ELEC

101

CORRIDOR

121

117

FEC

OFFICE OFFICE

EXISTING SCREEN TO REMAIN

OFFICE

129

TEAM SPACE

6'-0"

128

ELEC

OFFICE

104

102

124

ELEC

FACP

MECHANICAL ROOM

CHILLER

AHU-1

127

GATE A

GATE B

131

125

126

FIRST FLOOR FURNITURE LAYOUT 3/32" = 1'-0"

SCALE: 3/32"=1'-0"

PRINT COPY ROOM 123

TEAM SPACE 122

GATE C 120

TEAM SPACE 119

CONFERENCE ROOM (8 SEATS) 118

PLAN NORTH

CONFERENCE ROOM (20 SEATS) 1

OFFICE

TEAM SPACE

IF-101

112

110

106

B.1

14 OFFICE

A.1

FURNITURE DRAWINGS FOR REFERENCE ONLY. FURNITURE TO BE FURNISHED AND INSTALLED BY OTHERS.

RENOVATION OF BUILDING 4015 Government

San Antonio, Texas Client: United States Army Corps of Engineers Current Phase: Under Construction iM-Studios recently completed development of a multi-phased Work Plan Submittal Package for the interior demolition and renovation of the existing 23,240 sf two story historic building into a new training and administration facility for Army North Cammand in San Antonio. The $4.9M demolition and renovation project includes the first and second floor of the building and the interrio renovation and exterior restoration of this historic Fort Sam Houston building orginially constructed in 1915. The renovation includes new furnishings, new offices, conference rooms, restroom renovations, new mechanical, electrical, and plumbing installations, and a new fire sprinkler-fire alarm-mass notification system. Construction is scheduled to be completed April 2017.

A-301

B.1

A-301

A.1

A TOP OF ROOF 28'-0"

12" R-38 BATT OR BLOWN-IN INSULATION EXISTING DIAGONAL BRACE

03_B.O. ROOF 116'-7" R-13 3.5" BATT INSULATION R-13 3.5" BATT INSULATION

02_SECOND FLOOR 108'-10"

01_FIRST FLOOR 100'-0"

FOIL FACED R-13 BATT INSULATION HANG WITH STRAP ANCHORS BETWEEN FLOOR JOISTS

1 A-302

Section 6

01_GROUND LEVEL -3'-2" 2

3/16" = 1'-0"

A-302

Secti

3/16" = 1'-0"

SCALE: 3/16"=1'-0"

B.1

A-301

A.1

TOP OF ROOF 28'-0"

1 12" R-38 BATT OR BLOWN-IN INSULATION

03_B.O. ROOF 116'-7" 7'-5"

R-13 3.5" BATT INSULATION

3'-6"

5'-2"

FOIL FACED R-13 BATT INSULATION HANG WITH STRAP ANCHORS BETWEEN FLOOR JOISTS

1'-5"

Section 8 3/16" = 1'-0"

R-13 3.5" BATT INSULATION

02_SECOND FLOOR 108'-10"

R-1

01_FIRST FLOOR 100'-0"

A-302

EXISTING DIAGONAL BRACE

1 BUILT-UP MECHANICAL DUCTWORK CURB 14" ABOVE ROOF DECK

1'-1"

3/4" T&G PLYWOOD ROOF DECKING SCREW ATTACHED TO METAL RAFTER JOIST WITH 1/2" FIBER PROTECTION BOARD MECHANICALLY ATTACHED TO PLYWOOD. INSTALL MODIFIED BITUMEN SHEET ROLL ROOFING WITH GRANULAR CAP SHEET FULLY ADHERED USING COLDADHESIVE APPLIED SYSTEM. INSTALL SHEET METAL FASCIA FLASHING CONTINUOUSLY OVER FASCIA. PROVIDE METAL FLASHING AND COUNTERFLASHING AT WALL-ROOF INTERSECTION. APPLY ROLL ROOFING OVER NEW AND EXISTING ROOF SURFACE.

9'-0"

A-301

MECH ROOM 98'-10" 01_GROUND LEVEL -3'-2" 4

SCALE: 3/16"=1'-0"

A-302

Secti

3/16" = 1'-0"

US Army Corps of Engineers Â® A-301

B.1

A-301

A.1

FORT WORTH DISTRICT

A-301

TOP OF ROOF 28'-0"

APPR

02/12/16 DATE

TOP OF ROOF 28'-0"

12" R-38 BATT OR BLOWN-IN INSULATION DIAGONAL BRACE

EXISTING DIAGONAL BRACE

03_B.O. ROOF 116'-7"

01_FIRST FLOOR 100'-0"

FOIL FACED R-13 BATT INSULATION HANG WITH STRAP ANCHORS BETWEEN FLOOR JOISTS

01_GROUND LEVEL -3'-2" 2 A-302

Section 7 3/16" = 1'-0"

01_GROUND LEVEL -3'-2"

1 General Revisions MARK

01_FIRST FLOOR 100'-0"

02_SECOND FLOOR 108'-10"

DESCRIPTION

R-13 3.5" BATT INSULATION

TOP OF ROOF 28'-0"

FILE NUMBER:

2/12/2016 PLOT SCALE: 4:59:40 PM 3/16" = 1'-0"

CONTRACT NO.: W9126G-C-0118

SOLICITATION NO.: W9126G-14-R-0105

A.1

PLOT DATE:

DESIGN BY:

B.1

SBMT BY:

3 A-301

ISSUE DATE: 1/29/16

2 A-301

CKD BY: TAB

TOP OF ROOF 28'-0"

1 A-301

DRAWN BY: JDA

SCALE: 3/16"=1'-0"

FILE NAME:

R-13 3.5" BATT INSULATION

02_SECOND FLOOR 108'-10"

SIZE: 22" x 34"

T N

100% WORK PLAN SUBMITTAL 1-29-16

03_B.O. ROOF 116'-7"

02_SECOND FLOOR 108'-10"

AMIDON, INC. WAKE FOREST, NC 27587

R-13 3.5" BATT INSULATION

FOIL FACED R-13 BATT INSULATION HANG WITH STRAP ANCHORS BETWEEN FLOOR JOISTS

4 A-302

Section 9 3/16" = 1'-0"

SCALE: 3/16"=1'-0"

01_FIRST FLOOR 100'-0" 01_GROUND LEVEL -3'-2"

BUILDING SECTIONS

MECH ROOM 98'-10" 01_GROUND LEVEL -3'-2"

JOINT BASE SAN ANTONIO (JBSA) FORT SAM HOUSTON, TEXAS

01_FIRST FLOOR 100'-0"

BUILDING 4015 RENOVATION

7'-10"

SHEET

HARRISON WALKER & HARPER PARIS, TX 75460

7'-5"

3.5" BATT SULATION

FORT WORTH DISTRICT TEXAS 76102-0300

03_B.O. ROOF 116'-7"

US ARMY CORPS OF ENGINEERS

12" R-38 BATT OR BLOWN-IN INSULATION

ING DIAGONAL BRACE

CITY HALL FOR ALL Competition San Antonio, Texas Client: Williams-Hirsch Builders The grand entry stairs to the City Hall Building on Flores Street in San Antonio, Texas hold a duel function; they are the main entry to the public, but also serve as a platform/setting for gathering, political announcements, public demonstrations, and more. From the outset, the desire of the design was to have minimal impact on the historic nature of the building while shedding light on the importance of equality to the community’s consciousness. The evolution of the design began by merging a lift withing the stair area, screening the lift for safety and security, and finally integrating subtle design details from the historic building into the screen wall. The carved stone ornamentation found on the facade of the Italian Renaissance Revival style building inspired the cap rail topping the screen wall around the lift. The notion of ‘shedding light’ was expressed, quite literally, in the design of the screen by using full-color LED grazing fixtures which were concealed behind the cap rail to create a glowing crystalline beacon .

The tile design which is etched onto the glass screen wall incorporates the new Downtown San Antonio logo and celebrates the culture and diversity of our city while the intertwined lines and compass reference symbolize how we are all one striving for upwards progress.

Site Plan 37

Color Study: Typical

Color Study: Earth DayÂ

Color Study: Pride Month

Cast Metal Cap Rail LED Grazing System Etched Glass Panel Metal Handrail

Enlarged South Elevation

East Elevation

Impact Study

Enlarged Floor Plan

Call Station & Power Door Operator Repair & Refinish Existing Concrete Stairs Lift Control Panel Call Station & Power Door Operator On Pedestal Vertical Platform Lift 43” x 61” Clear

Daytime Render 41

JDA

rchitecture

Personal Work

MISCELLANEOUS Renders | Sketches | Photography | Art

Jewish Museum Marker Rendering 46

Watercolor Rendering

“Are You My Mummy?” Copic Markers on Vellum Based on Dr. Who (2005) Season 1 episode 9 48

Color Study 49

Presence Study 50

SOFTWARE

Autodesk Revit Autodesk AutoCAD Autodesk 3DS Max Mcneel Rhinoceros Trimble Sketchup IES VE Bluebeam Revu

Adobe Photoshop Adobe Illustrator Adobe InDesign Adobe Lightroom Microsoft Office REScheck COMcheck