ALAN MARTINEZ PORTFOLIO

ARCHITECTURE PORTFOLIO

ALAN MARTINEZ I PRAIRIE VIEW A&M I M.ARCH. ARCHITECTURE GRADUATE

PORTFOLIO CONTENTS

ABOUT Contact

I 04

Curriculum Vitae

I 05

SELECTED WORKS Trans-Global Solutions

I 06-11

Independence Heights Library

I 12-21

Harvard Street Residence

I 22-33

P.V. Arch. Reference Library

I 34-43 03

CONTACT 14711 Poplar Lake Trail Cypress, TX 77429 Martinez.alan73@yahoo.com 281-315-0405

04

ALAN MARTINEZ CURRICULUM VITAE EXPERIENCE 09/2022-Present

Goree Architects - Project Associate II

10/2021-09/2022

Rezcom, Inc. - Project Associate

10/2020-10/2021

3h Engineering, Inc. - Structural Designer

04/2019-10/2020

FedEx Ground - Courier Driver

04/2015-05/2019

Cypress Fairbanks ISD - Support Staff Program Manager

-Prepare plans and drawings in collaboration with architectural team.

-Start and finish full set of architectural, civil, and structrual drawings.

-Prepare structural and civil residential construction drawings.

-Operate company vehicles and provide efficient delivery.

-Coach and direct employees to ensure quality programming when serving in manager or coaching roles.

EDUCATION 2022-2023 2018-2022 2016-2018

Prairie View A&M University Master of Architecture

Prairie View A&M University

Bachelor of Science in Architecture

Lonestar College

Associates of Science

SKILLS Autodesk

Revit I AutoCAD I Formit

Rendering

Lumion I Enscape I Twinmotion

Adobe CC

Photoshop I InDesign I Illustrator

3D Modeling

Revit I SketchUp I Rhino

Microsoft Office

Word I PowerPoint I Excel

Bluebeam

LANGUAGES English Spanish 05

06

07

DC-5 WAREHOUSE Located in Baytown, TX, the TGS DC-5 Warehouse is a 609,427 SF industrial tilt-wall facility. It is part of TGS Cedar Port Inustrical Park, the largest master-planned, rail- and barge-served industrial park in the U.S. This cross-dock warehouse features 101 ocerhead ±496,421 SF (Expandable) | Rail-Served or Cross Dock doors, with the potential to add another 101 though knock-out 4407 E. Grand Parkway S., Baytown, TX 77523 panels on the opposite side. The building reaches a height of 50’ at the top of the parapet.

TGS CEDAR PORT DC 2

FH

1

2

3

4

5

FH

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

FH

TYP

21

22

23

24

25

26

27

28 126' - 11"

130' - 0"

1516' - 0"

12' - 0"

195' - 0"

FH

55' - 0"

TRAILER PARKING

TO PROP. LINE

JOHN SIMONS

GRAY GILBERT, SIOR

CHRIS HARO

PARTNER 713.275.9634 john.simons@partnersrealestate.com

PARTNER 713. 301.7252 gray.gilbert@partnersrealestate.com

PARTNER 713.275.9620 FUTURE RAIL chris.haro@partnersrealestate.com

162' - 0" 18 EQ SP @ 9'-0"

PROPERTY LINE 1860' - 0" 151 EQ SP @ 12'-0"

270' - 0"

Y LINE

5

10' - 0" TO PROP. LN.

4

TYP

3

PRO

A

B

FH

C

1441' - 0"

75' - 0"

12' - 0"

450' - 0"

J

K

36' - 0" 4 EQ SP 202' - 8 5/8"

FH

81' - 0" 9 EQ SP @ 9'-0"

1+02 1+00

B

TYP

TYP

FH

55' - 0"

TRAILER PARKING

FH

OPERTY LINE

VAN

B

0+00

PROPERTY LINE

08

F

H

1824' - 0" 149 EQ SP @ 12'-0"

FH

E

G 270' - 0" 30 EQ SP @ 9'-0"

315' - 0" 42 EQ SP @ 9'-0"

CL 130' - 0"

234' - 0" 24 EQ SP @ 9'-0"

FH

D

400' - 0"

PROPOSED BUILDING S-1 OCCUPANCY WAREHOUSE BUILDING 100% ESFR SPRINKLERED 40' CLEAR 609,427 SF

J

H

G

3

J

5

H

G

5' - 0"

30' - 0"

25' - 0"

10' - 0"

25' - 0"

25' - 0"

25' - 0"

10' - 0"

PANEL

PANEL

PANEL

PANEL

PANEL

PANEL

PANEL

PANEL

E01

30' - 0"

A5 A303 25' - 0"

10' - 0"

PANEL

PANEL

PANEL

A5 A302

A5 A303

E01

A5 A304

A4 A304 25' - 0"

25' - 0"

25' - 0"

10' - 0"

PANEL

PANEL

PANEL

PANEL

A5 A304

D1 / A203

A5 A302

5' - 0" PANEL

D1 / A203

K

4

A4 A304

1' - 0"

2

TOPH 50' - 0"

1' - 0"

K 1

TOP 48' - 0" TOPH 50' - 0" TOPM 46' - 0" TOP 48' - 0"

E18 E15

CL

E15

E15

C

E11

A2 A202

E01 E02

B

A1

E02

CL

A2 A202

TYP.

A2

E16 34' - 4"

C E06

E16 E06

TYP.

A2

E15

34' - 4"

E01

E10 E06

E16

TOPM 46' - 0"

E10 E18

E16

E02

B

E06 B

B

E02

E02

B

A1

TOW 13' - 6"

E11

E11

E02

TOW 13' - 6"

E11

B

B

A3 A202

F.F 0"

B

F.F 0"

A3 A202

SOUTH - (1 OF 3)

3' - 4"

A4 A202

S2

15' - 1 1/4"

RO

A1

S2

20' - 0"

6' - 0" RO

15' - 1 1/4"

RO B

2' - 6"

RO

2' - 0"

RO

B

30' - 0" 8' - 10 3/4"

3' - 4"

B

10' - 0"

B

20' - 0"

2' - 6"

S3

2' - 6"

A4 A202

A5 A202

B

20' - 0"

RO B

2' - 6"

2' - 6"

RO B

2' - 6"

5' - 0"

6' - 0"

2' - 6"

S1 8' - 10 3/4"

2' - 6"

A1 H

2' - 0"

RO

B1 / A203

A5 A202

2' - 6"

20' - 0"

2' - 6"

S1

RO B

2' - 6"

2' - 6"

28

1' - 0"

S3

5' - 0"

H

B1 / A203

ENLARGED ELEVATION

SOUTH - (1 OF 3)

3' - 4"

9' - 0"

28

RO

2' - 6"

1' - 0" 30' - 0"

20' - 0"

RO

10' - 0"

RO

2' - 6"

20' - 0"

2' - 6"

20' - 0"

RO

2' - 6"

2' - 6"

20' - 0"

RO

2' - 6"

2' - 6"

9' - 0"

RO

2' - 6"

3' - 4"

2' - 6"

RO

2' - 6"

A06

A06

ENLARGED FLOOR PLAN J

J

H

302 308 715 801 806 1004

TOPH 50' - 0"

TOPH 50' - 0"

T.O.M.

4

5

4

302 308 309 701 715 726 806 1004

5151 San Felipe St. Suite 1700 Houston, TX 77056 713-660-6102 www.goree.com

T.O.M.

CONSULTANTS

47' - 6"

LANDSCAPE

8' - 0"

308 308

SCHEDULED ROOF MEMBRANE

5151 SAN FELIPE ST, SUITE 1700 HOUSTON, TX 77056 469-435-1201

8' - 0"

SPECIFIED ROOF INSULATION

308

DALLY + ASSOCIATES, INC.

DTL SECT @ DOOR SILL (ALUM) SCALE: 3" = 1'-0" 3

A1

WALL SECTION 4 SCALE: 1/2" = 1'-0"

1

A5

302 715

WALL SECTION

WALL SECTION WALL SECTION 5 A2 SCALE: 1/2" = 1'-0"

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

2

A2

7' - 3 3/4" RO

5' - 0"

9' - 11"

2' - 3"

2' - 3"

15' - 7 1/4"

41' - 5" 45' - 5"

45' - 5"

45' - 5"

715

135 °

INTERIOR SCHEDULED DOOR TRESHOLD SET IN CONTINUOUS BEAD OF MASTIC

OVERHEAD DOOR TRACK OVERHEAD DOOR BOLT ON TRACK STEEL CHANNELGUARD SUPPORT SLAB ON GRADE PAINT - TYP

MARK:

A5 B3 A308

SHEET NUMBER

SCALE: 3" = 1'-0"

B DESCRIPTION: PERMIT ISSUE CONSTRUCTION ISSUE

6' - 4"

302

A302 3

4

MARK:

DESCRIPTION: PERMIT ISSUE CONSTRUCTION ISSUE

5

DTL PLAN @ TWP - MITERED CORNER SCALE: 3" = 1'-0"

RO

KEY PLAN

302 715

A

A SHEET NAME

WALL SECTIONS AND DETAILS

SHEET NAME

UNDER SLAB MOISTURE / VAPOR BARRIER

TRUCK COURT DTL SECT @ HM DOOR SILL -4' - 0"

SCALE: 3" = 1'-0"

3

A5

SCALE: 3" = 1'-0"

3

DATE: 01/17/2024 02/29/2024

A3 A308

715 TRUCK COURT -4' - 0"

4

5

SHEET NAME

WALL SECTIONS AND DETAILS

A4

WALL SECTION

SHEET NUMBER

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

4

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

WALL SECTIONS 2

ISSUE HISTORY

KEY PLAN

A3 A309

UNDERSLAB MOISTURE / VAPOR BARRIER

TRUCK COURT -4' - 0"

A1 SCALE: 3" = 1'-0" A2 SCALE: 1/2" = 1'-0" A3 DTL SECT @ OH DOOR SILL - DOCK HIGH DTL SECT @ OH DOOR WALL SECTION 1 2 WALL SILL -A5 DOCK HIGH A3 SECTION SCALE: 3" = 1'-0" SCALE: 1/2" = 1'-0" A3 SCALE: 1/2" = 1'-0"

CONCRETE

2907 FEBRUARY 2024 MARCH 2024

AS DIM

F.F 0"

F.F A 0"

UNDERSLAB MOISTURE / VAPOR BARRIER

WALL SECTION

CONCRETE TILTWALL PANEL - TYP

TILTWALL DTL PLAN @ TWP - MITERED CORNER PANEL - TYP

SHEET NAME

DTL SECT @ DOWNSPOUT - RECESSED

STAMP / SIGNATURE

5

KEY PLAN

CONCRETE SLAB ON GRADE

GENERAL NOTE PAINT ALL EXPOSED NON-GALVANIZED 302 METAL AT TRUCK DOCKS - TYP 715

A3 A309

1' - 0"

C22143

SCALE: 3" = 1'-0"

F.F 0"

WALL SECTIONS AND DETAILS 1' - 0"

GOREE PROJECT NUMBER

AS DIM EXTERIOR

801

7' - 2"

EXTERIOR

2907 FEBRUARY 2024 MARCH 2024

DATE: 01/17/2024 02/29/2024

B

4

TRANS-GLOBAL SOLUTIONS, INC. 7500 FM 1405 BAYTOWN, TEXAS 77523

C

C22143

ISSUE HISTORY

4' - 0"

RO

10' - 0"

A308 GENERAL NOTE PAINT ALL EXPOSED NON-GALVANIZED METAL AT TRUCK DOCKS - TYP

4

OWNER INFORMATION

GOREE PROJECT NUMBER

A5

2602

DESCRIPTION: PERMIT ISSUE CONSTRUCTION ISSUE

SCALE: 3" = 1'-0"

CONCRETE LANDING

4' - 0"

TRUCK COURT -4' - 0"

B

MARK:

DTL PLAN @ TWP - INSIDE CORNER

HM DOOR PAINTED - TYP

A1

GALVANIZED STEEL ANGLE UNDER SLABPAINTED - TYP MOISTURE / DOCK BUMPER - BOLTED TO VAPOR STEEL ANGLE BARRIER

302

AS DIM

DATE: 01/17/2024 02/29/2024

4611 E GRAND PKWY S BAYTOWN, TEXAS 77523

STAMP / SIGNATURE

2907 FEBRUARY 2024 MARCH 2024

EXTERIOR

SLAB ON GRADE

DOCK BUMPER - BOLTED TO STEEL ANGLE

AS DIM EXTERIOR

ISSUE HISTORY

HOLLOW METAL FRAME - CAST IN TILTWALL PANEL PAINTED - TYP

10' - 0"

AS DIM

3/4"

RO

3' - 6"

AS DIM

F.F 0" OVERHEAD DOOR

GALVANIZED STEEL ANGLE PAINTED - TYP B.O.M.

EXTERIOR

15' - 9"

15' - 9"

45' - 5"

10' - 6" 8"

2' - 3" 2' - 3" 54' - 0"

RO

2' - 3" 2' - 3"

RO

715

OVERHEAD DOOR

TRUCK COURT -4' - 0"

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

A1

302

OVERHEAD DOOR TRACK OVERHEAD DOOR BOLT ON TRACK GUARD

309

TILTWALL PANEL BEYOND T.O.R.

DTL SECT @ HM DOOR HEAD (TYP)

B3

806

F.F 0"

TRUCK COURT -4' - 0"

A4

TILTWALL PANEL BEYOND

MASONRY "T" ANCHOR

SCALE: 3" = 1'-0"

PROJECT ADDRESS

TRANS-GLOBAL SOLUTIONS, INC. 7500 FM 1405 BAYTOWN, TEXAS 77523

DTL PLAN @ TWP - INSIDE CORNER

4' - 0"

715

F.F 0"

HOLLOW METAL DOOR PAINTED - TYP

CONCRETE TILTWALL PANEL

KEY PLAN

3/4"

CROSS DOCK WAREHOUSE INTERIOR WITH ASSOCIATED SITE WORK

OWNER INFORMATION

TRANS-GLOBAL SOLUTIONS, INC. 7500 FM 1405 BAYTOWN, TEXAS 77523

INTERIOR

A4 RAIN DRIP

1/2"

302 A

3

T.O.M.

CONCRETE PAVING

309

T.O.R.

DESCRIPTION: PERMIT ISSUE CONSTRUCTION ISSUE

1/2"

715

MARK:

RO

3 9' - 0"

AS DIM

RO RO 3/4"

AS ASDIM DIM 302

11' - 3"

10' - 6" 2' - 3" 2' - 3" 2' - 3" 2' - 3"

RO

9' - 0" A3 A302

715

9' - 11"

18' - 6" 37' - 6" RO

B.O.M. 302

F.F 0"

EXTERIOR

2907 FEBRUARY 2024 MARCH 2024

AS DIM

AS DIM

F.F 0"

F.F 0"

806

OWNER INFORMATION

GOREE PROJECT NUMBER T.O.R.

PROJECT DESCRIPTION

PROJECT ADDRESS

STAMP / SIGNATURE

ISSUE HISTORY DATE: 01/17/2024 02/29/2024

308

4611 E GRAND PKWY S BAYTOWN, TEXAS 77523

RO

309

T.O.R.

RECESSED PREFINISHED METAL DOWNSPOUT

PROJECT ADDRESS

C22143

B.O.M.

EXTERIOR

2' - 3"

11' - 3"

SCHEDULED DOOR TRESHOLD SET IN CONTINUOUS BEAD OF MASTIC CONCRETE SLAB ON GRADE UNDER SLAB MOISTURE / VAPOR BARRIER

801

AS DIM

DC 5 - 600K

PROJECT DESCRIPTION

CROSS DOCK WAREHOUSE WITH ASSOCIATED SITE WORK

C

PROJECT NAME

PROJECT NAME

PROJECT DESCRIPTION

STAMP / SIGNATURE

SCALE: 3" = 1'-0"

11' - 3"

2

C22143

© GOREE ARCHITECTS 2022

FIBER EXPANSION JOINT WITH REMOVABLE TOP

INTERIOR

GOREE PROJECT NUMBER

AS DIM

DTL ELEV @ WDW SILL/VERT REVEAL

A3

B3 A302

SCALE: 3" = 1'-0"

3/4"

DC 5 - 600K

C

3/4" 1 3/4" 3/4" DTL SECT @ GUTTER / RECESSED DS

VERTICAL REVEAL

T.O.M.

T.O.M.

C1

4' - 0"

SIDEWALK / LANDING SLOPE TO DRAIN AWAY FROM BLDG

1' - 0"

T.O.M.

T.O.M.

SCALE: 3" = 1'-0"

RECESS BEYOND

AS DIM SCALE: 3" = 1'-0"

B

2' - 3"

ALUMINUM DOOR

B.O.M.

OWNER INFORMATION

D

PROJECT NAME

T.O.R.

INTERIOR

BACKER ROD WITH SEALANT BOTH SIDES DC 5 - 600K TYP AT ALL PANEL JOINTS BACKER ROD ON ALL SIDES WITH CROSS DOCK WAREHOUSE SEALANT WITH ASSOCIATED SITE WORK BOTH SIDES AT ALL 4611 E GRAND PKWYTYP S BAYTOWN, TEXAS 77523 PANEL JOINTS ON ALL SIDES

D

T.O.R.

BACKER ROD WITH SEALANT

TRANS-GLOBAL SOLUTIONS, INC. 7500 FM 1405 BAYTOWN, TEXAS 77523 LINE OF PANEL

PREFINISHED METAL GUTTER CONCRETE TILTWALL PANEL

T.O.R.

T.O.R.

4611 E GRAND PKWY S BAYTOWN, TEXAS 77523

T.O.M.

D

INTERIOR BACKER ROD WITH SEALANT CONCRETE BOTH SIDES TILTWALL TYP AT ALL PANEL PANEL JOINTS ON ALL SIDES BACKER ROD WITH SEALANT BOTH SIDES TYP AT ALL PANEL JOINTS ON ALL SIDES

ALUMINUM WINDOW SYSTEM

PROJECT ADDRESS

1 3/4" 3/4" DTL ELEV 3/4" @ WDW SILL/VERT REVEAL

4' - 0"

SPECIFIED GLAZING

1' - 0"

1' - 0"

2

1004

B.O.M.

CROSS DOCK WAREHOUSE WITH ASSOCIATED SITE WORK

VERTICAL REVEAL

A3

309

T.O.R.

1004

DTL ELEV @ WDW HEAD/VERT REVEAL

11' - 3"

EXTERIOR

RO

31' - 6"

31' - 6"

RO

1004 B.O.M.

DTL SECT @ ALUM DR HD / INTER. MULL. SCALE: 3" = 1'-0"

B.O.M.

C2 A450

SCALE: 3" = 1'-0"

BACKER ROD SCHEDULED WITH SEALANT GLAZING

PROJECT DESCRIPTION

5959 W LOOP S., SUITE 385 BELLAIRE, TX 77401 713-988-8894

309

3/4"

CONCRETE TILTWALL PANEL

ALUMINUM WINDOW SYSTEM

DC 5 - 600K

T.O.R.

GK ENGINEERS, LLC

4" 3/

ALUMINUM WINDOW SYSTEM

DTL ELEV @ WDW HEAD/VERT REVEAL

PROJECT NAME

GK ENGINEERS, LLC

5959 W LOOP S., SUITE 385 BELLAIRE, TX 77401 713-988-8894

MEP

4" 3/

A2

TILTWALL PANEL BEYOND

SCHEDULED GLAZING

SCHEDULED GLAZING

T.O.R.

MEP

INTERIOR

308

MEP

BLISSIT ENGINEERS, LLC

4" 3/

A2

ALUMINUM DOOR

INTERIOR

C

SCHEDULED GLAZING

806

3/4"

INTERIOR

AS DIM

STEEL ROOF STRUCTURE

54' - 0"

STEEL ROOF DECK

T.O.M.

RO

50' - 0"

SPECIFIED ROOF INSULATION

T.O.R.

11' - 3"

BASE FLASHING SET IN CONT BEAD OF MASTIC

T.O.R.

ALUMINUM WINDOW SYSTEM

50' - 0"

SPECIFIED ROOFING MEMBRANE

ALUMINUM WINDOW SYSTEM BACKER ROD WITH SEALANT

31' - 6"

37' - 6"

TERMINATION BAR

COPYRIGHTED DOCUMENT: THIS DRAWING AND THE BIM/CAD FILE FROM WHICH IT HAS BEEN GENERATED ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THIS PROJECT. THESE DOCUMENTS ARE THE SOLE PROPERTY OF GOREE ARCHITECTS, INC. ANY USE OF THESE DOCUMENTS, DATA AND DESIGNS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THIS PROJECT WITHOUT THE EXPRESSED, WRITTEN PERMISSION OF GOREE ARCHITECTS, INC. IS PROHIBITED.

37' - 6"

COUNTER FLASHING

12" MIN

AS ASDIM DIM

3/4" RO

RO

AS DIM

CONTINUOUS SEALANT

3/4"

8"

BLISSIT ENGINEERS, LLC

13100 WORTHAM CENTER DRIVE, 3RD FLOOR HOUSTON, TX 77065 281-851-6842

13100 WORTHAM CENTER DRIVE, 3RD FLOOR HOUSTON, TX 77065 281-851-6842

4" 3/

AS DIM

METAL SOFFIT PANEL

D

CIVIL

CIVIL

4" 3/

AS DIM

VERTICAL REVEAL

806

BLISSIT ENGINEERS, LLC

13100 WORTHAM CENTER DRIVE, 3RD FLOOR HOUSTON, TX 77065 281-851-6842

GK ENGINEERS, LLC

ROOF MEMBRANE AS SCHEDULED LAP BEHIND GUTTER

DALLY + ASSOCIATES, INC.

9800 RICHMOND AVE., SUITE 460 HOUSTON, TX 77042 713-337-8881

9800 RICHMOND AVE., SUITE 460 HOUSTON, TX 77042 713-337-8881

4" 3/

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

SPECIFIED GLAZING

A3

1 3/4"

SOFFIT ANGLE 4" END LAPS WITH CONTINUOUS CAULK

ROOF FLASHING @ TWP/WDW SYSTEM

EXTERIOR SPECIFIED GLAZING

2

RO 3/4"

BACKER ROD WITH SEALANT

AS DIM

CIVIL

TOPL 41' - 5"

STRUCTURAL

STRUCTURAL

DALLY + ASSOCIATES, INC.

5959 W LOOP S., SUITE 385 BELLAIRE, TX 77401 713-988-8894

° 135

EXTERIOR

B3

806

50' - 0"

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

WINDOW AS SCHEDULED

1

AS DIM

MTL CANOPY @ ALUM WDW SYSTEM

CONC. TILTWALL PANEL

C3

18' - 6"

18' - 6"

AS DIM

D3

3/4"

ALUMINUM WINDOW SYSTEMS

GUTTER SUPPORT STRAP AT 3' - 0" OC

3/4" 308

VERTICAL REVEAL COPYRIGHTED DOCUMENT: THIS DRAWING AND THE BIM/CAD FILE FROM WHICH IT HAS BEEN GENERATED ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THIS PROJECT. THESE DOCUMENTS ARE THE SOLE PROPERTY OF GOREE ARCHITECTS, INC. ANY USE OF THESE DOCUMENTS, DATA AND DESIGNS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THIS PROJECT WITHOUT THE EXPRESSED, WRITTEN PERMISSION OF GOREE ARCHITECTS, INC. IS PROHIBITED.

3/4"

1 3/4"

5959 W LOOP S., SUITE 385 BELLAIRE, TX 77401 WOOD TREATED 713-988-8894NAILER - FIRE RETARDANT TYP

701

726

TOPL 41' - 5"

GK ENGINEERS, LLC

RO

3/4" 5/8" DENSE GLASS SHEATING

CONTINUOUS FLAT FILLER @ HEAD & JAMBS (TYP)

MEP

AS DIM

METAL WALL PANEL

STAINLESS STEEL METAL FLASHING BACKER ROD W/ SEALANT - BOTH SIDES (TYP)

TILTWALL PANEL

AS DIM

8" STRUCTURAL STEEL CHANNEL WITH 6"x18 GAUGE METAL STUDS INFILL 16" OC RE: STRUCTURE

T.O.R.

ASBIM/CAD DIM FILE FROM ASWHICH DIM IT HAS BEEN GENERATED ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THIS PROJECT. THESE DOCUMENTS ARE THE SOLE PROPERTY OF GOREE ARCHITECTS, INC. ANY USE OF THESE DOCUMENTS, DATA AND DESIGNS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THIS PROJECT WITHOUT THE EXPRESSED, WRITTEN PERMISSION OF GOREE ARCHITECTS, INC. IS PROHIBITED. COPYRIGHTED DOCUMENT: THIS DRAWING AND THE

STRUCTURAL STEEL ANGLE

PREFINISHED ALUMINUM COMPOSITE PANEL

1

T.O.R.

701

726

5151 SAN FELIPE ST, SUITE 1700 HOUSTON, TX 77056 469-435-1201

701

GREENLEAF LANDSCAPE ARCHITECTURE 5151 SAN FELIPE ST, SUITE 1700 HOUSTON, TX 77056 469-435-1201

DALLY + ASSOCIATES, INC.

9800 RICHMOND AVE., SUITE 460 HOUSTON, TX 77042 713-337-8881

BLISSIT ENGINEERS, LLC

GREENLEAF LANDSCAPE ARCHITECTURE

E

LANDSCAPE

STRUCTURAL

13100 WORTHAM CENTER DRIVE, 3RD FLOOR HOUSTON, TX 77065 281-851-6842

5151 San Felipe St. Suite 1700 Houston, TX 77056 713-660-6102 www.goree.com CONSULTANTS

LANDSCAPE

5151 SAN FELIPE ST, SUITE 1700 HOUSTON, TX 77056 469-435-1201

E

TOPL 41' - 5"

4' - 0"

TREATED WOOD NAILER FIRE RETARDANT - TYP

J

726

GREENLEAF LANDSCAPE ARCHITECTURE

J

E

CONCRETE SLAB, REINFORCED, TYPICAL REF: STRUCTURAL. TILT-UP CONCRETE WALL. REF: STRUCTURAL TILT-UP CONCRETE WALL REVEAL. REF: ARCHITECTURAL ELEVATIONS SINGLE PLY TPO MEMBRANE: REF: ROOF PLAN AND SPECIFICATIONS VAPOR BARRIER AS SPECIFIED. REF: SPECIFICATIONS METAL GUTTERS AND DOWNSPOUT, PRE-FINISHED. REF: SPECIFICATIONS DOOR AND FRAME AS SCHEDULED. REF: SPECIFICATIONS

5151 San Felipe St. Suite 1700 2602 LIGHTING AS SCHEDULED, REF: ELECTRICAL Houston, TX 77056 713-660-6102 www.goree.com CONSULTANTS

LANDSCAPE

J

CIVIL C3 A302

302 308 309 701 715 726 801

CONCRETE SLAB, REINFORCED, TYPICAL REF: STRUCTURAL. TILT-UP CONCRETE WALL. REF: STRUCTURAL TILT-UP CONCRETE WALL REVEAL. REF: ARCHITECTURAL ELEVATIONS SINGLE PLY TPO MEMBRANE: REF: 5151 San Felipe St.ROOF Suite PLAN 1700 AND SPECIFICATIONS VAPOR BARRIER AS Houston, SPECIFIED. SPECIFICATIONS TXREF: 77056 METAL GUTTERS AND DOWNSPOUT, PRE-FINISHED. REF: SPECIFICATIONS 713-660-6102 WINDOW AS SCHEDULED. REF: SPECIFICATIONS www.goree.com METAL AWNING AS SPECIFIED.

9800 RICHMOND AVE., SUITE 460 HOUSTON, TX 77042 713-337-8881

DRIP EDGE METAL FASCIA

TOPH 50' - 0"

302 308 309 701 715 726 806 1004

CONSULTANTS

701

726 TOPL 41' - 5"

STRUCTURAL

STRIP-IN FLASHING

AS DIM

CONTINUOUS WEATHER BARRIER

WALL SECTION KEYED NOTES

CONCRETE SLAB, REINFORCED, TYPICAL REF: STRUCTURAL. TILT-UP CONCRETE WALL. REF: STRUCTURAL TILT-UP CONCRETE WALL REVEAL. REF: ARCHITECTURAL ELEVATIONS SINGLE PLY TPO MEMBRANE: REF: ROOF PLAN AND SPECIFICATIONS VAPOR BARRIER AS SPECIFIED. REF: SPECIFICATIONS METAL GUTTERS AND DOWNSPOUT, PRE-FINISHED. REF: SPECIFICATIONS WINDOW AS SCHEDULED. REF: SPECIFICATIONS METAL AWNING AS SPECIFIED.

C1 A308

GREENLEAF LANDSCAPE ARCHITECTURE

E

STEEL ROOF DECK - RE: STRUCTURAL

STRUCTURAL STEEL TUBE

WALL SECTION KEYED NOTES

WALL SECTION KEYED NOTES

CONCRETE SLAB, REINFORCED, TYPICAL REF: STRUCTURAL. TILT-UP CONCRETE WALL. REF: STRUCTURAL VAPOR BARRIER AS SPECIFIED. REF: SPECIFICATIONS DOOR AND FRAME AS SCHEDULED. REF: SPECIFICATIONS WINDOW AS SCHEDULED. REF: SPECIFICATIONS TOPH METAL AWNING AS SPECIFIED. 50' - 0"

J

SOUTH - (1 OF 3)

5

5

5

A309

WALL SECTIONS AND DETAILS

SHEET NUMBER

5

A309

SHEET NUMBER

A308

09

© GOREE ARCHITECTS 2022

T.O.M.

3"

TOPH 50' - 0"

3"

3"

TOPH 50' - 0"

G

3

4

3

© GOREE ARCHITECTS 2022

D3 A302

SOUTH - (1 OF 3)

2

3 2 WALL SECTION KEYED NOTES

2

AS DIM

1

AS DIM

1

5

28

AS DIM

4 1

3' - 6"

3

RO

2

G

AS DIM

K

H

© GOREE ARCHITECTS 2022

K

DC-4 SPEC OFFICE The DC 4 Spec Office was constructed and completed in December 2024 as the first addition to the DC 4 warehouse shell. This warehouse spans 1,218,956 SF and now includes a two story, 8,236 SF office space.

It is situated within the TGS Cedar Port Inudustrial Park.

DC 4 SPEC OFFICE 7505 FISHER ROAD BAYTOWN, TX 77523 ARCHITECTS PROJECT #

C23038

TDLR#: TABS2023020130

CONSTRUCTION ISSUE JULY 14, 2023

10

5151 San Felipe St. Su Houston, TX 770 713-660-6102 www.goree.com CONSULTANTS

LANDSCAPE

GREENLEAF LANDSCAPE AR

E

E

5151 SAN FELIPE ST, SUITE 1700 HOUSTON, TX 77056 469-435-1201

STRUCTURAL

DALLY+ASSOCIATES, INC.

9800 RICHMOND AVE., SUITE 460 HOUSTON, TX 77042 713-337-8881

B.5

B.4

A.9

A.8

A.5

11 1/4"

A.3

A.2

A.1

B.5

73' - 1 1/2" 2' - 2 1/4"

10' - 0"

10' - 0"

11 1/4"

FIELD VERIFY

10' - 0"

15' - 11 1/2"

B.4

A.9

A.8

A.5

11 1/4"

A.3

A.2

A.1

73' - 1 1/2"

24' - 11 3/4"

2' - 2 1/4"

10' - 0"

4' - 4"

3' - 0"

2' - 8"

11 1/4"

FIELD VERIFY

10' - 0"

15' - 11"

17' - 0 1/4"

8' - 0"

A5 A430

A3 A430

109

4

1A8D

A4 A522

B5 A421

A5 A521 202

MECH CHASE

A A6J

B3 A605

H3G

12' - 3"

MEN'S RESTROOM 106

A6D

B5 A420

A3D

5 1/4"

2' - 6 1/2"

16' - 11 1/2"

16' - 6 3/4"

36' - 0 7/8"

2' - 10 5/8"

E2 A605 SIM.

10' - 9"

13' - 7 1/2"

A6D

25' - 0"

8' - 8 3/4"

H3G

12' - 3"

EQ

2' - 6 1/2"

22' - 4 3/4"

C3C

1.6

B

7505 FISHER ROAD BAYTOWN, TX 77523 A08

105

20' - 9 1/2"

OWNER INFORMATION

106

14' - 3 1/4"

FIELD VERIFY

H3G

C3C

1.6

C

ALIGN

ALIGN

H3G

C3C

H3G

E2 A605

1.3

C3C

E01

UP

A2 A605

A5 A520

1.5

A3 A521

1.3 OPEN OFFICE 202

E2 A605 SIM.

C

A6D

A3 A521

1.7

11 1/4"

101 D1 A605

1.5

STAIR S1

DN

C

TRANS-GLOBAL SOL INC. BAYTOWN, TEXAS 7

5 1/4"

D2 A605

73' - 1 1/2"

B2 A605

E2 A605

11 1/4"

104

8,236 SF TENANT IMPROVEMENT OFFI SUITE PROJECT ADDRESS

JC 105

EQ

1.7

11 1/4"

PROJECT DESCRIPTION

WOMEN'S RESTROOM 104

15' - 7 3/4"

EQ

5 1/4"

1A6J

19' - 0"

BREAKROOM 103

DC 4 SPEC OFF

1.9

E1 A605

ALIGN

205

A6D 11 1/4"

EQ

A3D

C2 A605

A6J

H3G

B5 A422

5 1/4"

PROJECT NAME

E2 A605

C1B

5' - 8 3/4"

RESTROOM 205 204

D

A

16' - 8 1/2"

16' - 8 1/2"

BREAKROOM 203

2

1.9

1A6J

C3C

A

6' - 9"

1F6D RESTROOM 204

1F6D

STAIR S2

UP

102

2

2' - 4"

A

RESTROOM 108

9' - 10"

STAIR S2

RESTROOM 107

1A8D

9' - 10"

WAREHOUSE 100

A5 A521

2

108

3

DN

D

A5 A431

OPEN OFFICE 102

OPEN TO BELOW

GOREE PROJECT NUMBER

C23038

STAMP / SIGNATURE

LOBBY 101

A5 A520

A01 70' - 0"

11 1/4"

39' - 0 3/4"

FIELD VERIFY

30' - 0" 70' - 0" FIELD VERIFY

22 FEBRUARY 20 H3G

A1 A605

ISSUE HISTORY

C3C

1.1

B

1.1

1

1

A2 A605 SIM.

B

3

FLOOR PLAN LEGEND

TA12 TA1

TA6

106

4" 2' - 10"

A

S1

S1

U1

U1

GC TO FIELD VERIFY CONDITIONS BEFORE PROCEEDING AND INFORM ARCHITECT AND TENANTS REPRESENTATIVE OF ANY DISCREPANCIES.

B.

ALL DIMENSIONS ARE TO FACE OF GWB, EXCLUSIVE OF APPLIED FINISHES, TYPICAL,UNLESS NOTED OTHERWISE.

C.

IN DIMENSION STRINGS, A "+/-" INDICATES A DIMENSION TO BE FIELD VERIFIED AFTER THE REMAINDER OF THE STRING IS LAID OUT. NOTIFY ARCHITECT OF ANY SIGNIFICANT DIMENSIONAL DISCREPANCIES GREATER THAN 1".

D.

ALL WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED TO CONFORM TO THE FIRE RESISTIVE STANDARDS OF THE LOCAL JURISDICTION HAVING AUTHORITY.

E.

ALL FLOORS SHALL BE LEVELED TO 1/8" IN 10'0" OR TO INDUSTRY STANDARD. FLOORS SHALL BE FILLED AND SWEPT BROOM CLEAN.

1 HR - RATED PARTITION

TA4 TA3A

FLOOR PLAN KEYED NOTES

A.

T1

W. ELEVATION - RESTROOM 106

E3

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

1

S. ELEVATION - RESTROOM 106

ALL NEW DOOR FRAMES AND WINDOW FRAMES TO COMPLY WITH BUILDING STANDARD REQUIREMENTS.

ALL PLUMBING IN RETURN AIR PLENUM TO BE CAST IRON AS PER LOCAL JURISDICTION HAVING AUTHORITY.

ALL ALTERATIONS TO MEET CURRENT LOCAL ACCESSIBILITY CODES AND CURRENT MUNICIPALITY REQUIREMETS.

MILLWORK

H.

THE ARCHITECT IS NOT RESPONSIBLE FOR ANY ALTERATIONS MADE WITHOUT PROIR APPROVAL FROM THE GOVERNEING AUTHORITY. ALL COLUMNS TO BE PAINTED YELLOW FROM FINISH FLOOR TO 12'-0" AND LEFT UNPAINTED FROM 12'-0" TO DECK.

E. ELEVATION - RESTROOM 106

REFER TO SHEET A601 FOR PARTITION TYPES AND ADDITIONAL NOTES

E4

PT1

TA1

TA2

TA2

TA3A

TA4

TA4

DALLY+ASSOCIATES, IN

R.

WHEN MILLWORK ABUTS A PARTITION, THE PARTITION SHALL EXTEND 1" BEYOND THE EDGE OF THE MILLWORK.

S.

CONTRACTOR TO MATCH SILICONE COLOR TO MILLWORK FINISHES.

6' - 0"

5/8"

713-337-8881

ENLARGED FLOOR P

T1

SHEET NUMBER

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

6

5/8"

PT1

TA3A TA2 TA1

104

D

S1

S1

T1

S1

PROJECT NAME

DC 4 SPEC O

2' - 10"

2' - 5 3/4"

3' - 7 3/8"

4"

D

A40

N. ELEVATION - RESTROOM 106

E6

FIELD VERIFY

TA12

5151 SAN FELIPE ST, SUITE 1 HOUSTON, TX 77056 469-435-1201

9800 RICHMOND AVE., SUITE

PROVIDE FIRE RETARDANT BLOCKING IN PARTITIONS AT WALL MOUNTED EQUIPMENT AND MILLWORK.

5

TA1

PT1

GREENLEAF LANDSCAP

STRUCTURAL

SCRIBE ALL MILLWORK TO ADJACENT SURFACES AS REQUIRED.

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

TA10

LANDSCAPE

A

TX 77042 SHEET HOUSTON, NAME

P. Q.

4

TA6

CONSULTANTS

E

TA1

ALL NEW FAUCETS TO BE EQUIPPED WITH ADA APPROVED WRIST BLADES UNLESS HANDS FREE DEVICE IS SPECIFIED.

G.

5151 San Felipe S Houston, TX 713-660www.gore

TA3A

N. O.

3

PT1

M.

REFER TO ENLARGED ELEVATION SHEETS FOR ADDITIONAL TAGS, NOTES AND DIMENSIONS AT EXTERIOR WALLS.

J.

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

2

ALL HARDWARE SHALL BE LEVER TYPE, UNO. GC TO VERIFY COMPLETENESS OF ALL LATCH SETS AND LOCK SETS FOR REUSE AND PROVIDE MISSING COMPONENTS AS REQUIRED.

KEY PLAN

INTERIOR OFFICE WALLS TO BE PAINTED 6" ABOVE CEILING GRIDS MOP SINK; SEE PLUMBING DRAWINGS FOR ADDITIONAL DETAILS. PT1

PLUMBING

PARTITIONS

E1

L.

F.

I.

A01 A08

K. REFER TO SHEET A602 FOR DOOR, FRAME AND HARDWARE SCHEDULES AND PT1 RESPONSIBILITIES AND ADDITIONAL NOTES. COORDINATE WITH FINISHES SPECIFICATIONS. ALL DOOR JAMBS TO BE SET 4" FROM INTERSECTING PARTITIONS, TYPICAL, UNO.

5' - 0"

5' - 0"

NEW CONSTRUCTION

E

6

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

DOORS

PT1

MILLWORK

FIELD VERIFY

5

LEVEL 01 - FLOOR PLAN

FLOOR PLAN GENERAL NOTES

NOT IN CONTRACT PT1

A

4

B4

2 3/4"

DESC ISSUE FOR PERMI CONSTRUCTION IS MODIFICATION 2

N

A 2

N

B 1

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

6' - 0"

2

A2 A520

LEVEL 02 - FLOOR PLAN

2 3/4"

B

MARK:

E2 A605

A2 A520

B1

DATE: 05/26/2023 07/14/2023 02/22/2024

H3G

H3G

ALIGN

H3G

T1

T1

PROJECT DESCRIPTION

D1

W. ELEVATION - RESTROOM 104

D3

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

S. ELEVATION - RESTROOM 104

D4

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

E. ELEVATION - RESTROOM 104

8,236 SF TENANT IMPROVEMENT O SUITE

N. ELEVATION - RESTROOM 104

D6

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

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

PROJECT ADDRESS

CL

2' - 6"

2' - 6"

7505 FISHER ROA BAYTOWN, TX 775

CL

9' - 11 1/4"

9' - 6 3/4"

OWNER INFORMATION

E3/A404

B1

E3/A404

1' - 6"

CL

5' - 1"

5' - 1"

A6D

3' - 0"

11' - 2"

FIELD VERIFY

CL

3' - 1"

3' - 1"

CL 1' - 6" 5' - 2"

S1

S1 TA12

FA3 A6D

JC 105

104

105

6' - 2 1/8"

5' - 1 1/8"

TA6

S1

3' - 8 1/2"

6' - 5 1/2"

TA6

22 FEBRUAR

FIELD VERIFY

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

C23038

STAMP / SIGNATURE

A6B

1' - 6"

1' - 6"

A ED

GOREE PROJECT NUMBER

S1 TA12

3' - 5 1/2"

1' - 6"

CL 5' - 0"

CLEAR

5' - 1"

FIELD VERIFY

CL

3' - 1"

3' - 5 3/8"

FIELD VERIFY

9' - 6 1/2"

DD

6' - 1 1/8"

U1

EQ

JC 105

1' - 6" 6' - 2 3/4"

1' - 6"

DD

MEN'S RESTROOM 106

U1

A6B

A3D

C2 9' - 0"

TA2 TA4

C

FD

A6D

T1

WOMEN'S RESTROOM 104

1A6J TA1

TA3A

TA1

A3D

CL 3' - 0" 1' - 7"

CL CL

T1 TA3A

FD

3' - 8 1/2"

C02

EQ

ED

T1 TA3A

ISSUE HISTORY

B

106

DATE: 05/26/2023 06/28/2023 07/14/2023 02/22/2024

MARK: A 2

ISSUE FOR ADDENDUM CONSTRUC MODIFICATI

TR3

TR2 2

EQ

CL EQ

B

MEN'S RESTROOM 106

DD

TA2 TA3A

C2 9' - 0"

TA10

A

EQ EQ

E3/A420

SC1

TR3

DD

CL

.

E4/A420

E1/A420

E6/A420

JC 105

A

CL

C02

D3/A420

ED

3' - 0"

D4/A420

.

CL

C2 9' - 0"

WOMEN'S RESTROOM 104

D6/A420

A

3' - 0"

PT1

ED

CL

MEN'S RESTROOM 106

PT1

EQ

1' - 6"

CL

WOMEN'S RESTROOM 104

EQ

A09

8' - 1"

4' - 1"

A09

A6F

DD 4' - 1"

DD

TA1

A6D

C

CL

CL

2' - 6"

2' - 6"

TRANS-GLOBAL S INC. BAYTOWN, TEXAS

D1/A420

COPYRIGHTED DOCUMENT: THIS DRAWING AND THE BIM/CAD FILE FROM WHICH IT HAS BEEN GENERATED ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THIS PROJECT. THESE DOCUMENTS ARE THE SOLE PROPERTY OF GOREE ARCHITECTS, INC. ANY USE OF THESE DOCUMENTS, DATA AND DESIGNS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THIS PROJECT WITHOUT THE EXPRESSED, WRITTEN PERMISSION OF GOREE ARCHITECTS, INC. IS PROHIBITED.

COPYRIGHTED DOCUMENT: THIS DRAWING AND THE BIM/CAD FILE FROM WHICH IT HAS BEEN GENERATED ARE PROVIDED AS AN INSTRUMENT OF SERVICE FOR THIS PROJECT. THESE DOCUMENTS ARE THE SOLE PROPERTY OF GOREE ARCHITECTS, INC. ANY USE OF THESE DOCUMENTS, DATA AND DESIGNS FOR PURPOSES OTHER THAN THOSE ASSOCIATED WITH THIS PROJECT WITHOUT THE EXPRESSED, WRITTEN PERMISSION OF GOREE ARCHITECTS, INC. IS PROHIBITED.

107

3

4' - 7" +/-

4' - 7"

4

E3/A404

2

ENLARGED FINISH PLAN - OFFICE RESTROOM 104 & 106

A6D

2

B3

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

ENLARGED REFLECTED CEILING PLAN - OFFICE RESTROOM 104 & 106 SCALE: 3/8" = 1'-0"

B5

9' - 6 1/4"

ENLARGED FLOOR PLAN - OFFICE RESTROOM 104 & 106 SCALE: 3/8" = 1'-0"

KEYED NOTES

ENLARGED FLOOR PLANS/ELEVATIONS

KEY PLAN

C02

PROVIDE EXHAUST AT RESTROOMS, REF: MEP

A09

FLOOR DRAIN; SEE PLUMBING DRAWINGS FOR ADDITIONAL DETAILS.

A

A

SHEET NAME

11 1

2

3

4

5

6

ENLARGED RESTR INTERIOR ELEVAT DETAILS

SHEET NUMBER

A42

12

13

INDEPENDENCE HEIGHTS LIBRARY A proposed library in the Independence Heights community of Houston, TX. The site is nearby the Metrorail red line station as well as the Northline transportation center, which provides daily routes to residents in the immediate and greater neighborhoods of Houston. The challenge of designing a new library in the area is to unite the community by providing a space for interaction.

DESIGN IDEA The concept intended was to invite users by creating a welcoming space. The solid and void facade is meant to attract those who are passing by either side of the building on their commute. The public amenities are exposed to the outside with curtain walls to attract people passing by. The library is comprised of two levels, a computer room, a cafe, an outdoor gathering space, and a reflection pond.

BASE

14

SPLIT

ROTATE

SHIFT

15

LEGEND Administration

Teen

Multi-room

Youth

Cafe

Browsing

Adult

1ST FLOOR

2ND FLOOR

16

17

18

19

20

21

22

23

HARVARD ST. RESIDENCE Harvard St. residence is a proposed townhome development located in the Greater Heights area in Houston, TX. This is a permitted project that I started and completed. Construction documents included architectural, civil, and structural plans that were submitted to the city of Houston. All graphics and renders were developed by me.

24

25

BATH

DINING BEDROOM 1

W.I.C.

2 CAR GARAGE

BATH

26

KITCHEN

W.I.C. BATH BEDROOM 2

W.I.C.

MASTER BATH LAUNDRY LIVING ROOM

W.I.C. MASTER BEDROOM

27

28

29

30

31

LEFT SIDE ELEVATION

RIGHT SIDE ELEVATION

32

REAR ELEVATION

EXTERIOR ELEVATIONS SCALE : 1/4" = 1'-0"

FRONT ELEVATION

EXTERIOR ELEVATIONS SCALE : 1/4" = 1'-0"

33

34

35

P.V. ARCHITECTURE REFERENCE LIBRARY The proposed structure is an architecture reference library located east of the existing architecture building and north of the fabrication center. This site posed many challenges that gave shape and life to the building. Existing trees on the site were not allowed to be cut down naturally shaping parts of the building by working around the trees. Materials were chosen based off school policies and also trying to connect with the existing buildings through materials. Sidewalks played a factor in the form as well.

36

37

38

DESIGN CONCEPT Finding a way to relate to the site and surrounding buildings was a great challenge. Existing trees, sidewalks, and building geometries were all taken into consideration when creating the floor plan and facade. Instead of seeing them as constraints I saw them as an opportunity to create something meaningful.

The architecture building and fabrication center have angled vertical shapes that influenced the west facade. The sidewalk constraints gave a linear horizontal and vertical shape to the rest of the building all while working around the existing trees.

Curtain walls were used so that students can celebrate the trees that surround the building.

39

BASE

EXTRUDE

EXCAVATE

LEGEND Support

Browsing

Administration

Entry

Quiet Reading

Browsing

1ST FLOOR

40

Multi-Media

2ND FLOOR

3RD FLOOR

41

42

43

ALAN MARTINEZ I PRAIRIE VIEW A&M I M.ARCH. ARCHITECTURE GRADUATE